The URL can be used to link to this page

Plans (580) BU P2010-00157 EXPRESS 9669 SW WASHINGTON SQUARE RD i PAUL STRUCTURAL J. FORD AND COMPANY STRj ENGINEERS 250 East Broad Street, Suite 1500 • Columbus,Ohio 43215 111 :::•-,;r) c AUG 1 7 2010 i Washington Square Express Tigard, Oregon PJF Comm. Number A35010-0065 August 12, 2010 5 Structural Calculations for Interior Partitions ii--"-----# ----,..•,--;.,:iiTt,-: ---,,, /1,1i \ .4.). c. -.4—v .• - '-',..„,-:„.:p, ,.... t,.k,;•,.'„/ <- 7777, it 77---3"Fir_ ..____....,...._ _ COLUMBUS, OHIO • ATLANTA, GEORGIA • ORLANDO, FLORIDA 614-221-6679 706-369-1212 407-898-9039 FAX 614-221-2540 FAX 706-369-0044 FAX 407-897-3662 i r PAUL J. FORD & COMPANY PAGE I OF , 1--'- -- ' - ----STRUCTURAL ENGINEERS - ---------------------- ---------------------------- BY , DATE---------------------------.____,. 250 E. BROAD ST. SUITE 1500 PROJECT .. COLUMBUS, OH 43215 CLIENT PROJ# : ., 1 , / / , , ; i 1 1 €. • / / , , 1 / 1 i / i , i i .. , / / / / ; - i 1 1 I I i i I i 1 i i / / / I _.„..v,,,.1_........ !.. 4....., .....1_1__, , „,...,..4_,. ._ , _±.„„.....t_L- L-4 r 1 i----t-7, - r) i / 1/ i• 5 7 ni 1 i , 5 ti t 5 • ,, ..•; ' _i , ; ; ie 1 i / . 5 5 5 5 ....,,,,,,4. -4-, /. .4, .„.4,,,,, . ..,,,.. 11.4.1-,d).....i.. "--5,---..4,-„ Ts! .t. ,-.,..;,„.„.r.w. i.,142.,,, ,,a„.4,...40_,..,:,s4,1,,,,v.,_,J, / . 1 / 1 *- / r 1 . 1 1 1 . , i / I ,../. ; / , , / i .__A /6 In 1 / , . 1 ; 'i ,,,Ce.L. t...r fili 1".1.„.e,,,1 ; . , .'ZIA' IV' 1 V P...„...,C-17.,..4._ „.. ....—LC.,_ .44.,...,c,Z-,4,1_,.' __41,......,_.4_4_„„,1_4......_ri_4_„ ; ; , , 1 1 1 1 , '1" - , 1 . , ; . i E t i ./..... t / 1 . ‘. 0 , / i g 1 / , / . -- 1 I 1 I / 1 / 1 / 1 / / i i / / / I g g 1 / , J i i " / / / . g / / I i / I 5 5 5 5 5 1.,..,' 0 1 5 1 5. 5 ' g • N5) 5 5 5 5 g , ; 1. 1 ; ; . 1 ; , I 1 1 1 14 !..,,/, ..)\ L _I_ 1 , . • i ; 1 , :-.-....1 , . , , 1 , , . , 5 : :: 1 , , / 5 ' i jie, ,-. < / f -45: - — i '?' — I 1 g , 1 1 1 j Z tj Pir_St I 7...8 cor WS/ I / t 1 1 / i g I ; £ / 3 3 3 , 313 3 t 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 -i /303 +, ,±..„...„._i_.,.._ ,,,_ ,...„,,.+. ..„,.. ,......, _4_4,,..,„.. 1„_3_,I, 3 ±..... 5 f / +Li' 1 - oi 71 id , i i .5 , .„.......,_, ....._,. , ,....._,_ i I , 1 i , / 5 5 ; ' 5 5 : 5 I I .40, / ,„„,1, ,i,e , _„i,. I i / q 4 &.., ri I / i, i C.0.1 i 1 I i f , g ! 5 / / I 1 / , g / g i t ! ....g , . g / ; i , g i ,II II i , .......1 , 4 J 1 Z il Z . . .1 / 1 1 / 1 / 5 / I 5 ' % . / 5 / i 1 / ; i 3 i g I 1 ‘f ! I 3 I—t ) 3 1 I g 1 3 i 1 1 1 1 1 . 1 3 1 1 3 i : I g 3 1 1 I I 3 3 3 g 1 7 4M.V.1+10.4 4 4,14.......4,...M r,63,,X41.4.....444..V.,"1.40....015.,4 WA.4 n,(4.46111...,,.. ,...14 4.7<4.3.1,e([4..% f'fi..(9t,At.,(.4.,',.19.0KV 4 ■ .......' I 0 )...i,. 1 • / i i 1 ; 1.- , ; , i ; 1 ' ; 1 • 1 1 --1 („... 'qeofesii4r4: - 14.1 ' 1 --4.... A., t-4=' 1 : , / i ! , , I 1 , / , ;: / „...._„1,„,.,..,4„,.,„+.,„,+_ : ! ; T. j i 4 Wfr 1 ':7"' 5 f j • I ,1■41,' , 1 i i ." "^"•" " 1 i i 1.. 5 5 A i 1 5 * , 1 ; 1 i 1 ; {: • 1 4.0 ' I . L ' , -I_ 3 3 3 3 3 3 3 3 3 1 1 3 3 3 5 1 1 1 1 1 ; 5 ; / / / f i i 1 ' 1 I L 1 3 3 , 3 3 I 1 $ 3 3 1 / 3 3 3 3 3 3 3 1, 1 , *.' 1 "rw". f 4 •P.i 5 1 1 1 5 5 ) , 5 ' I i i 5 1°#.. -C-4-1.1...,*- 5,-„,„ ,• ---54,--1 DJ IAA.'1 i r* 1 0_,.4 i 5=ir ...- ...r.,+-. iiq_s-,..,-1..; -i 4 • c.. IF! ' 1 4 1 1 , , 1 1 , 1 i I 1 1 1. , 4 1 1 , , , E , j.., 1 J. / / , / I / / / ; I / I , . , -r: 1 7 „ , , 1 i I I 1 , 1 I , I " , i 1 ; 1 , 1 J. , 1 i dal 7i 1 i 41.. -. 1 -Li-, / r ---1' ' I ,_,T.;..„..t_i _. ._..,_ / i i i , / / 1 3 g --L--, , -4--4---.4-,- --4,- , —M-1—±-i - '---1"--1-1— I--1- : ---r—t-----1------ ! , -1.----t-, ------r-1--- i 5 5 5 5 1 / ' , / ; 5 , 5 5 ; / ; / i _-r-H.4--H---t.-„' .,.../- I„, , s 1 , h i ..t... .....f.- i , I I. : / , / / / , , ; , f / : ' 5 J i i i 1 i 4 ; 1 , ; ; I 1 ; „ ; ( ; ; , ; ; , ; 1 1 , , .„,....__ -----1---; 1 , -I , , , i ; I 1 ; 1 1 1 ; 1 1 I 5 1 5 , 5 ; / 1 5 / 5 1 5 i 1 1 i i ' / i I• / , 4 .4...... i__1_„„i_d_......4_2_.,....14__L_I _.1.„„i,,..,„44 i , 1_1_4 -I--— .- 1 _ m_r_ _ ; I I 1 g 1 I 3 3 I 3 i I g 3 3 i i i I i 1 I 3 3 g 3 d g 3 1 1 g 3 ' i _ g . : * , _7_.h.„„ 1 i r_i_.,1- , 1 r 4-----r-i- ---1 i 1-- , i 1.- 5 5 . / 5 L ; i , ; „ 1 ; , ; ; i , ; 1 , , , i ; 1 1 I ; ; , , , .1, i 1 i i 1 I ; I 1 1 I 1 1 g / / I / 1 i / / 1 / 1 g g / / / I / , Conterminous 48 States • 2005 ASCE 7 Standard Latitude = 45.450249 Longitude = -122.783484 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 0.947 (Ss, Site Class B) 1.0 0.341 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 45.450249 Longitude = -122.783484 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.121 ,Fv = 1.719 Period Sa (sec) (g) 0.2 1.062 (SMs, Site Class D) 1.0 0.585 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 45.450249 Longitude = -122.783484 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.121 ,Fv = 1.719 Period Sa (sec) (g) 0.2 0.708 (SDs, Site Class D) 1.0 0.390 (SDI, Site Class D) ,, , PAUL J. FORD & COMPANY -- -- ' - - - RUCTURAL ENGINEERS' ii 250 E. BROAD ST. SUITE 1500 PROJECT COLUMBUS, OH 43215 PAGE CLIENT ,_. OF -ST BY PROJ# ------- I I 1 1 f I ! i i 1 I 1 i i i L i i 1 I i 1 T 1 1 1 1 i 1 1 1 1 1 1 i: 1 I , 1 i C 1 1 1 1 1 1 1 , ' 1-5 4 -%4, I 4-;-.51 le• (-- 1 il I i - 1 ,1. 1111i111 ! 4,_„„t t .-- '--C------J-4--I- -4-4-- -I—j 1— 1 ,......k,,._ I , /1.„ I • 1 1 1 1 / i icc . ;" i ' 1' I 1 1r 1 .il i • 1 ,.- .,..._,4_„4„,,,. * , -„„L--19„-#1,- 46,4_,„„.,..F?„.. .,4_6„'.„4, ...., .„,-.„..Y;s-rx... • i C... (11,t ' iri 4_,S41„.'__i'2,'.9._44z,1,...„Ote..,e41.1..-e.„, LL 1 ! i 111 ; i Il • L. 111 , 1111 1111- 111 -----4-,-------- ) . , t. ---r ,, . el y ce I : 7, ' z fL ' ' 5 g:. s , : : 1 5 , I 4..);',/.1:4 ) .i / '" -„„,H.r.v.,-.t.,,,f,-- i HZ,,-;;,.1...,.,,. .,,F1-„„..-4:‘••)r,--, ,„,,,.,,e -111,,..,„tr.71.-„,4„c.9-„- .......P,.„„ it.,„,, ,„..,47e,..,45. . 1......-:„.„kli -.51,r4rLOIL.1',4„:„, 4,„„,,,„,,L,r,,„„„1,-„,,,- , . • • ' AD 1 ' l ! & 1 •%., 1 5M1 1 : 4.4.2ei ' 1 g n .111 / 1 ii ; fiLitl : . 11111 7 , , ,,,.,, _____ , ,c, ,,,,,qc.„,..c,, .ic4,46 - 4 4:;r4 4.1 , AL. 1. 1 .•i i 1 1, J...„..vi .1,. „,.4,L.,,J,.....„,1 1._ ---1-; -r----r--1 - ; ;---- ---r- -i--- ,- "f 1—I-1--i—e— - -- - •; --I 1 ---r-- i 1 ; ; 111111 i 11111111 ,_.41 ; 1 ( : .--rk i , , 1 : i li .1 i / i 1 i i ;c... f i plA e..p . ‘,,g , -11-4---Q4n „,..4_il.sf_c4.4„. ,1,„Aic_*■21 c>A c,,,,_ idoc,(i-- ; A i , , GI si, 1 41411iTi IIITIlitil 6 , - ii • , i t , k 1 • „,...„,.,-.4*: Coie„74,Se.p......s.4.. ., v.,•.+;...:,,Cla., ',Y.,, ,., ..* „,.,,,, .,,,, ...,44•F*. .-r,-<-$ - 4 , : i 1 1 i I € i i i irilill „ , 111 IL14_,I.. . „ 111 . 1 i , _r__, _ _„ ._i_ ____ ,..? - r 1111 / A111P .,,_,..,.4_„.....1_1_4_,,,t___÷. io I ,in divme... 1 1 1 i , 1 1 1 1 " , . 1 1 1 1 i 1 -1 -1 , i 1 1 1 1 1 1 : , , i i , ' 11J - 1 i , i 1 , , ii „ii [ i ii• - III ' M 1111j li 1 „.......ii_...i _I , / 1 ,111 , 1 , ill . - 11111 _.,....4_,.+„......4.0±42..C<,,,4 ...„...,.. ...4. 1„C.4. !..qc__ ' i 1 (IS { ,C-i_._Al..... ..41P,112_1_ 4 . ..? 1 1 .s' LE 1----- --- " ---7. ---1---1-- ..] ,,s - , ;.„,,,-, •...t. 6 , 1 1 , 11 11 : 11f1 , 11111 / 1 1 1 1111111111 --4-4-4-4-1,-„„ _,4_„.„4_4_,,_4_,1„,_[..,„_f_4_4_4_,,t_r„...„.., , 1 1--- ----4-44 4 (..1c.. 1 IS...Y.. .4-A irei-3)„..s5 t S ' 'th ev • wp,,Iir,51.P,' .. ( , • , . , 1 Jo 44 , 4 (75.414T - fz9.1eV7 . i 1 ----1-- 1 i 1 - . ; , 1 1 wi, , i , 11, 11111 1 ii1 ; ; i -----t—t---- , -1-4----1-7-4-1-1----"1-r-r-c---"- ----4-4-- ---t-r-t---4-4-----t-t-t-r-t-h-----t---t-- I , vilii 1 ; 11 ' ' 1111111 ' -÷-+---4-----t----4-- 1 1 I I_ L 1 1 1 1 i 1 4, 1 4 i 1 II.11 , 11 , 1-7 , , i , 1 , 5 , _.1 i L 1 I - -1 1 --t-i-+--f----4-+-r-t-r-r-4- -4-1-4-1-±.......-- -- --- 1-4" 4 , f-----4----4-4- ;_..-1-1----- 1 ; 14_ 111111f , ; , ; 11 1111 _1_, 11111111 i 111 ; , 1 i 111111 , i 1,,, ..„. ..... „,.,,..4.....,_,4„_„,i_ iii ,L41111 1 ' 1111i ; ! 11111 / 1 i ) 111111111111 ; tit -4.....v . --,, -,- 1---- 4_ 4„_4_4_1_• _k_J_ „.._i__Lw.„.....1_ii, 4_ - , ' , . -4--' - :---'-- -4---1,----1----1----4--- _, „1_,_ f i ; ; Iiiii 1 i iiii f , 1 „ 1 , f i 1 ' 11111111 1 , 1 , g i i 1 1 ) 1 ? ---4,--4-- -I- L---1------'-----L----4-----' --4-4------4-1---t----f---44----—4.-4 —L-4--j------i---1--+-4-1-1-- i , i i i 1 i , I i I i 1 i i 1 i 1 i 1 I i 1 1 ,, • ' ' i I I i 1 1 1 I il ) i 1 I ) 11 i 1 1 I ( i 1 i 1 I i 1 1 1 1 1 1 i i i i i 1 i 1 1 1 1 1 i 1 1 : ; 1 , i 1 , i 1 i N LC) a�y� 1.0 TRAa .morn nem moat 1W10 moos urn r our M putt T(�a.Mrs Tr!/tMOYIO MOO VOW 101 4.1.1001.111031001 O00OYl 0Aa AT N CO.aw el..u'-e"."R� -!K Nt MO N tin.1OGM 01 0•0 Y•.A sAntr as 1Ot1 MOM �m° '04 pR Mmrt r R oA000 a 000 NW.foot R.1DMne MT. 1010 AT NLLO AC lt0O11D!'001101 01110010 @Olm MGM (��J�.qq Ai M 001117.0141111 ft.UV dr m ADM AO N AmafMC liYi(A4, 1e!R.ARA010 m OIL Gn1 R.a1 K•OgA10® RLC. ' ��r/^,,-!MT 00000*LA MOM M®AO IWO TOAR 00,OM RAYS 7 Of IMO "4"999�� 1p, _ TO Au.(.01.Na LAM t0 OK 00111111OM OF QA7000 VMMtl10 041011-01100 00 Too'f 0O wow 0116 1110maw NI („.t 1000 .. Z81w 1_•.. DYtm..a socr-oi Noma roam mIR Avow sumac(maw mom RR OM.LAW //,��'^.''�'�,n.. - . •• tilLz ; 1.RAO WI OOMti FONT 10-00. 1 aWiblee0s -w-•,.w.r,A .•' a n 6. • CAI MOM)MA WlpMplO WNW atae siDV. k i Y W <w -g i ?ja/MT AU ww rMwKO TAM,MOTTO Omas aT 100010 ssn i - j iV7' .00+010 '�`M UAf OA=wm01T OR MOfe rel►TS0A00a0M00a ALL 000 wa w/w do TO i1 POPOMO«w wr.ee.«a 01,Kt man +Z7 Vbf at O 1MAT ten�..- w t00.1110 .• faTK T11OL ,r,wet 0100110.Mr.MMOOS 01 00 MOM 110 UTM POO.min ALafeR. _ .. '' Q O ""sea "�..,I _ r• _�• .. ��°'I wo 1v�TOe,S�8 r me m.ms.4001.VW M 00 T/Pat 1e NM 1J04Mt 0000(MALA 0 01000 WO -L__._-_-- , 1•� _ 601.M w leptnl Ar t per,=tip MIM w 001 nnaes. - 1.a• •e1.lbArlr� ' ' •. - TAl,farrt,lj !a 6l or DeTOLS teR YQO1a fOrO 00 fTtlbeOL OOOt0ri M[t110Y1Ceoq 11100 zno«w ia. :' ' } CO OOTOM R lM110AAOa. L-'In a rlAS1s1!0011.YID 10010 111001 �- � W\1,ti N were PIM rareAC OAT At 001 sun 1.a truTler wain TNOt r ND as sif i� �sOatalr� fib Lt) ooLY1sAaA r_ 11011 TM a�a-n1�.�7 -,G .J�� _ .1c� LIB... t U, N. p..•1�A - �– _ (� .l - O.OL 1.44) ..—r^� _ `� Nt rrRL®..o.a r TARAUO 1.r tA. . . Li 1040 txe ]11 pLTNr»rAn !g I au .e... �'! • 1 11• rRCY STUD INSTALLATION SEQUENCE ,,,Will---Ad. M i j •, • . ' ;fi1� 111 ; ��i pLTMem«war. feiil 01 M «awaLA•eTent 111!,01 old l MIMI TO OTOOM S w W.f1 Ali 111 �ti • p+R1 eaAt 4z'y t 1 '11p'ynyniyyi� 11 /e±'• t war.1101 00th - !a•Rred00 MIC ( /MfOI m NM LW On"1 TA YNrY aw ..aw aeon • aor a�wwWaN N o MO_w w w 1�a•-11 11111111 MOM memos ROOM r tN1sa Ar �.., w 7sTLem e � Ar u srk .001011 Y to. � ,__ . '...�r�� piTTA000 - r" G lg .Ib, ffill~,-- 01 COM sufA. A +• .. .. dtl aSi •.....ATTATO ©.73....p,,O1r1AN.iNOt { I,�Kr nom MING tiwa 1.s` 111 iuiiiII® ZS CO !411111.11.1000° ■` p.� pp..��AA CA teiCATIO1 Fat 11.01004..CUTLICT. C° _ melecTa Fa WuA art Nl. - CEILING 0 FITTING ROOM/DENIM ENTRY r'* L DENIM WALL SECTION T-'ra� H DENIM'J L Y• '• �NTa• B X .j L itI ou P COMM 1�M19MN4: �► Inc RAIL, iii tY± p :�`�ri+a"t aarmlowl Ifs-'00 0•tJMrT tee. «7 •!000!001 010010 ATrAOf aOWt m 1,110 last a MOM HALL MO/01.10101 pR11K ./ f /O / / • / i w wlcrAnc ' rna w['1••LT a +,N e1aI AST u s okr 0w1cT s o0aO M It. . { L ARAa ewllr m 1,107 A•?,r1scAOq,MgqiL��stRwOrO�c0a1p 0110 1101 toot LOUmL Or.0 01+0 moo s?001/. 4i 10 rum woo.a0ror,N�' W m.f1W�A wMiaw /Ise+ I ,i.Aw(lrlr awls n�;Tw0mo0MA ATT ,f.�I'uM•a.N wOw ro 1naiA01 A tlOnwaM 1.m CO CG1AaLT m at sw MAL MOO-M,FWA OO/HMI MK 1N. O --- AR 1 ran.M' PIPE RAIL ABOVE DENIM CABINETS ••...---WWI rAaasellNLwA1 "� A - — �� ®SHREMSHOC �% i rm.M1110YO1 111010 l v w � -��- y- �• l NIL j •, '� AGT TAp1 a0e j , Low NMI co Jh (e r l lI "„y a a1.,110. - 0!/23/16 - ,OA!w . 'A� w� ... i� oat BY: I a1..00.MR 110 OpuTd fY: 0 a O MT.MUD `:!;_',. 11019it l i I NN OM IMO 411111111,) i . DENIM WALL Cr) lI wiLTMOO«wM• "°°'°"r'me �!If (CABINET); .� .,��, «0 w 061,MR/L -{••^-1- NOR TO 112000AL 07•1100104 ';r 1 G.G.TO LASER-SET STANDARDS WITHIN GARCY/STUD PRIOR TO APPLYING FINISHES. 1 10'14 1t°�1 o.t, OAT. eMUMM1te °�1i'Me K��yy ./... ..._., ,� A10.1 RCY WALL STUD LAYOUT HAE I G DENIM WALL PLAN AST A_ 4 a • F:\Retai11350-Shremshrock135010-no\A35010-0065\Drawings\Current\Arch\PJF_3501065 00075287A101A.dwg,8/16/2010 :5 li • • lin!PI mi . 3 ti g pm 41 ii ir r r-v ..-v s.,vs. �, 6 N r 04 161111111 I HtIii 7 §r j�, v saerumm.w. I i I: 1:1 i I 0 ,,, OR tt& 10_ 4 "vi 11; Or 1;I to' il; 1111m. ;: IL 11 j : E i : .. m CO. ij If ti f II a- r- li ia ,K-.-'-''', 11 . m I.1=1L 1 0 ..,It..)i li 1 ,v: i i A Ili I .{to Fy° ..,111.Y.3.81.10.11^ •• MDR I i A m O s y is D m It) I PROJECT eFOROATION: 2049'+ _'•,�•z••s• a EXPRESS AA-- -.`~--- s EXPRESS STORE SIG PLANNING,INC.rsrvarsaysz.......4.:.=.1F-:- X D MSS j. m; & r = ,' ice' rix.'r": . X.---- d/b/s STORE DESIGN&CONSTRUCTION > = ;: �.5-=i.larks a»-United 00,t..r CO12W5L OMs-43230 - r„ P' 0'- HEW!PACKAGE: -PKG'2 .,.,rw,... T I.pA..e 01&4I.7050•fa:Oit.t1S.5365 {] DESIGN TYPE: DO GENERATION: FALL 2010(10,N`" I'i o x I ESDOC PROJECT/: 000732117 A/C PROJECT k 10112 r 5`---C------'d.. , ■ " ID GA DEFLECTION TRACK t PER DETAIL L/Al2.1 .6 i -.- --- - -- - --------- .�_.� - -- - .,, .. - 4,r 7Y i s Ici / 1 .(.;9(\ 4i:A 4.)5// k.„,1 ,";, , t g 1...c?geof -G . ........,• , /ie ‘ 3ia# z stwr 6(.33 ;o G c G'� r� lip ;: cow1ECT TRACKS TOGETHER 3 < ..► A t uJ(2)-M8 SCREWS•6'de Sit b O V 4:1 J*40,C, f/f =DEEP LEG w/(2)^>t6 SCREWS EACH LEG OF EACH 2 ERT TRACK Q. DUWCNAI.BRACE AT EA DBL,u0(SIZE OF 'j • ,.. 6 C w,4 - . • BRACE SHALL BE PER Led,;-.,DETAIL.VAO2A) 4 /L17 WI4ERE BRACE ATTACHES ae 6 7 Lp. TO 13131.STUD,NOUN OF ONE STUD TO 7 R 1 TO O STUD War EC ICI m2 SCREWS TI-u s DETAIL REQUIRED , l•3, `?4) o I ONLY AT SALES/ I `76 h%L, Tab N 4'3,4 N NON-SALES WALL = to c9A 6-5 i t. # .1,IT ,..,347.= 9a ' ALES NON--SALES ( P_B Q 5/B'GYP.BD.BEYOND I/2'PLYWOOD 0/5/E'4TP.BD.O/3 O 5AV METAL STUD T __ ♦ RAW EDGE -r'�� INCNI h 12-O'(�, L 4'�G��if)Q � � �.� l r - TOP OF SOFFITy Lc.'cJ. ��//5/ /8. r`nw'Q' W t0 1 L� BOX BE4t7 PER .l�l . - ..r._:�" ,r:...'.",. r . .� O /`_/ DRAWING A02.4 , /° 'r o BEAM-SEE DETAIL I JA12,5 `pi- T �J ,' 10'-9 1/2' L� •�• .� w .k B.O.SOFFIT + IAN i w PIPE RAIL' "ST(4WER, \ , �i± LL( !, .,.7TALI:ED 0 `.V a s 1 ,il !�• % 6. -t 7.. 4 , • ,illi .iiii. , tan' 111111P .. �`1!2'PL 7 4YP. r7 0,,, .j �� 1 ] 5D.O/ e 7: •METAL li I r'r)(,�L�/. . ..e....e."*"%1 6- "itIrl '.—(A 0 c41416 i eit'll' Illirt .-Hi.' . a L.q.ie....1-9 I Lvv...40 s 4,.40 LI.4 o(L)it 1„,r - . —=„___........, 44 .' h.t i s./e..ve . z .. ) .Ill rc c,•,.1 es:R.4e.h . (vf-e ( TES'4ARCr'STUD 3 6 11) 4cd BEYOND • I OHL b'• VEST MIL STUD • .12.) .C1L �flor:ilm AT EA- • RLY STUDS r\�^ 4 �/j� �'��7+ l(�/�j 0 ■/.�ri� 3�_O. w+ J .' �C it, '" . 11 f MPLYWOOD SEAM ' � , C� v !1" ' !4s E tif _ 6 -'. SNIA - to M ors — — .co i■�•' O'-O" t � F11�11544 FLOOR a) ct ell 4 a- DENIM WALL SECTION ��`� � 02SAtOtGOt?o'-OENM-0-1 G PAUL J. FORD & COMPANY PAGE 17 OF - STRUCTURALENGINEERS BY DATE 250 E. BROAD ST. SUITE 1500 PROJECT COLUMBUS, OH 43215 CLIENT PROJ# . / i • 12,1,2 --tjiritist '', 1 = i .' ,I, 4 e*,441 - 1 /,,) CT ,c, Lii i , 1 ; . ,‹._45 • o) , _ • Le._r7_,9.;, s ,,,,_.+9,,,nt„A_ „.,...4_4_4_„. i , , , , $ ,,.._.,4 ..:„....,,:„1 _r...._, 1,...,..; __L.,.. ._ i „„„4_,..1_4.±.„,„4.,.. 1.._,1 . , • 4:,.._.,....17.44,„„4„„4_±..L ,,...„4 • 1 , 1 X '-"'-. ' ' ' 1 i 1 i 1 66 ' 1 1 1 4 4. ; A--.0 ,q k G.) 4,1*. i 1 1 '/Si Z.• = ' . 4 . , : ' ' . ; • , ---1-1-7--r—r—I-1-1-1-11 1 1 1 : 9, -....., ei i I I ,...4...19,1 i i 1 ._,..4...,_41 ,.. ...„......=. ......, nw,_ :•e,..mer.)..4 Trif., „,. ,„ , ...,,t4i.,„,e7r_. . , ..,,,r._v_r_r___f__i_ 1 1 I , 1 . I.S i 1 , 1 , i illiii -7-1-44-±-1—+—. — --.",—I. ---.-- : -÷ , r" —+ it 1 / is i i i i"-T-1----r----1-1,7----'. -1-1-1 , , rt i r ; ; , • 1 1 ; 1 st 4.4 i4 j. .,.45.1 a ic.,, ,/,,,,;-, i i 1 1 i 1 yytacr , -"÷w'""'"t"'"-- "'w+-'wm * " . t."'""'' -1-. .*"rwt.---;''''''Jmli--"tmt-' ; —4-4 i 1 1_101'1' 1 1 7e:r-1- '1' -1 7:17-1 s, it I • 1 -I----- 1 - 11 , 1 , • I i _I 1 . 2,„„ i , ,,, I . L.-4,...-4—.4.-1---4-4 —4 —k --1 -----4,.— -4---- ' ,,rigr-f - -. ..--r- - i i 1 I i , 1 , , , 1 ----4------1----1---) it 9.1.q4.4:7, : __4_ x, !.. .4._74 Thigli /I f„,,„_, H j ..___1_,_,i___H . ...,..,„.r _T..,...,„..... .,..t._ , i 1 5 1 --, 1 *1---j i • .... _ _ . ____. . i _, . 3.1 4 -1--- . i , i 1 I i 1 - Li 4,,._4_ i 1 i 1 1 i i , , , , --------4-i--- - .: -r- -et-- ' . , : - ,.,._ • i 1 i i 1 , 1 ; 1 ----1----f---1-1--- • .---+-r----1-------t- --a- ----4, - , --4--- : ! .----i—i-----f---t—t—r—f- , 3 , ; ' 11 ' , I k , i • 1 ..._. 1_, - I! 6 jStNi s I .1/0,:•..1 1 1 1 , : 1 1 • 1 f l■-• ...,As., 1 1 f .,' i FJ • / 1111 _1,, ' " i ' l i 1 1 1 I , 4 i ;.----„,..... 414_4,.„4.—.........t1-4_1—_,I..,_„i___:1--/—..4.-1._H____,„„ 1 / 1:-, - g • I 1 i ' . . 1 i 1 Il Ili 1111I '' I , 1 I , i 1 1 1 1 1 1 , ---1*- -mt"-÷i '^'''''-r-1-1. “"-"*-- -----r '.-"-".h-. 'w.'" '-"- "w."4-"i --/—.--r— - ' -1"°( is. ' •4.? " 1 ' Y\ii tit ' ' °' ?4 i } t i 1 . , ...._,/ i 1 1,1 1 _Li J 1 J1 II 1 L H i i 1 i i i 111 1 1 r i I 1 ----t--"--"---t-- - -1-----1-4-1 1 I .1,,,..,. 1 ' 1 1 1 i , 1 1 1 if I \,:f I i 1 . . • ; i 1 1 ! i , , . , 1 / : 11i1 I 1 I „--...1L-1-4-4— i , , ,,,,,, _ : ,,. T.; . - '-. • •.. 1 1 1 .„.., 4 J 1 1 i i '');rt, 17..," .‘,1 5 ..1. /I ' • I . r .l'.7. ""'._;1 i i Z % wt"±mt I''''''ml=”.'1"""” 'v---* ' mw'w - ' . ' 1.1' .. ; %, ' 5 5 I . " ",„L‘5 1 1 I 1 ...11' 15 / 4-1 i 17 ,A.t..,a, L 1. ---- i p -t-L-t---t- ---1--r---1---,;. - , --t-r.t .'E---1-,,.. 1 - - 1---1 - i--1--1---t"-- 1 36.,_ ,,5 , 1 1, 1 _t_ . _ , 1 „,„„i_L„,.4_4_,_:,_ ..4L.......41_2ez.1.,_, ---f_n_„_....t._., ....,.1_,„,1_4_„..,..,„4_1_,_ „, --t- „ , 1 , i I iii , --I-4-4 till 1 ' p4iri,,i,KI ' i 1 , = lijilill ....i.....9.kc,_ ii_sf,v_t___r_y_f_r_ . _ ...,,,__T._4_,,+.__.. I. : ...,„ 1 , , 4. ( , i 1 111 pi • , 1._ ----i---------1------- --------t-t-t-------1----r----1 -----T-11 I—I--; - - . • ---- or , i - , - -1------T-----1- -1 , . I 1 • , 1h• „vi_t_i_r i 1 I 1 ; 1 i i... 4- , ,, ,, , i 1 1 i i 1 1 1 , s 1 I j F 1_2, 1 ,i , 1 Li i ; ; 1 1 i- ‘. 1 1 - -- • 1 ,t 1 I , 4 ___f____f_._ ____t_„IP•P, _ . _ .., _K 1 4' ': ' ' 14 N-4- -' -45.445-1.F.4-i--n--- . -,: -4i-7-----*1--------- —4-4-1— , I ; , . t o , ,, ; , al, 3 1 ; ; 1 i ; ' i ,..„._ .' 1. ,,IL----- -- ... V 1 = 4, 4f,t.,,,_ 1 i ' i 1 AN / 1 1 1 1 1 1 1 1 1 - 1 ( 1 1 , i 1 i E 4 . , / 5 5 / , 1 / 1 B CFS Version 6.0.0 Page 1 Section: (2)61N x 1.625 FLANGE STUD 18ga.sct Paul J Ford And Company Double Channel 6x1.625x0.5-18 Gage Paul J Ford And Company Rev. Date: 8/16/2010 4:20:55 PM By: Paul J Ford And Company 0 • Section Inputs CFS Version 6:0.0 Page-2 Section: (2)6IN x 1.625 FLANGE STUD 18ga.sct Paul J Ford And Company Double Channel 6x1.625x0.5-18 Gage Paul J Ford And Company Rev. Date:8/16/2010 4:20:55 PM By: Paul J Ford And Company Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 3.9488 in^6 Torsion Constant Override, J 0 in^4 Connector Spacing 0 in Right Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.093750 Double 0.000 0.0000 3.0000 4 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 -90.000 0.093750 None 0.000 0.0000 0.2500 Left Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 -90.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.093750 Double 0.000 0.0000 3.0000 4 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 t JO CFS Version 6.0.0 Page 3 Section: (2)61N x 1.625 FLANGE STUD 18ga.sct Paul J Ford And Company Double Channel 6x1.625x0.5-18 Gage Paul J Ford And Company Rev. Date: 8/16/2010 4:20:55 PM By: Paul J Ford And Company Member Check- 2007 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 18.500 ft Ly 18.500 ft Lt 4.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k4: 0 k Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.3110 5.900 0.0750 0.000 . 0.0000 Applied 0.3110 5.900 0.0750 0.000 0.0000 Strength 1.2821 20.696 2.8531 4.830 3.0078 Effective section properties at applied loads: Ae 0.89027 in^2 Ixe 4.6004 in^4 Iye 0.4454 in^4 . Sxe(t) 1.5335 in^3 Sye(1) 0.2741 in^3 Sxe(b) 1.5335 in^3 Sye(r) 0.2741 inA3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.243 + 0.291 + 0.000 = 0.534 <= 1.0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.029 + 0.285 + 0.000 = 0.314 <= 1.0 NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(0.038 + 0.001)= 0.196 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 KL/r exceeds 200. cilPAUL J. FORD & COMPANY PAGE 1 OF l- --STRUCTURAL-ENGINEERS.. BY DATE 250 E. BROAD ST. SUITE 1500 PROJECT COLUMBUS, OH 43215 CLIENT PROJ# €1 1 w � ! x � w_w - m, r . � _. mm w, , w 1 € € :rwxnm 1 1 t 1 i1 s 1 . ., ; ! w 4 0 I. arms m , f w3 F �' k f £ i I 1 £ £ , £ , € 1111111 nn, : w w.w """ i t 1wm, , . wm y . . . wr . s . ; w t----t--r n •xw ) wrw w w—1--- :JtiLri1:ww.,w...w•m,.wwm.w,,.w...�S.vm i-,x.n.n.,.,:.:•_,,:,..:,�.yytk,,.-.,w m.w n�+w 9 r- 11111111 ....xwv£<�.ww�..w...vn.+�,w.v,,„.. .tt..jc ....,.., i:zmvfw,w. yvn v:w „ y t i � < �r..l _i ru-nwxwm v.or w.xxw x.„w€s ...w.�:. ....n:,�€.,..,.....w,:..��t..�.....x....t S.m.,.....w.I .,,.,.,•f.x.�-,ww.,m.G€ .... n....:,, £3 f i l y„ „ -� .rm! ; 4 x m x / i� w� m +i€ez, • �mx „ 1 s : / I f i - } < .�^ .w.y W , £ x► 8 �r w 4w £ w 5 € £ ,„1 _ —1-1-1 x w w w m€ xx : m // w w , , w w < f £ G n , �i ,. : £ � z .,mwx m, 4, w „+ i HQ. ! .... # 4 3 1X a f w w� qxm€ xwyw .m x ---1-.xw •wm£,� 1 w _{ € , , € � � � � 6 �, = ,1� £ � ` € 6 � ?!fi i ( i s v m • .wwwm 4c4 s / id f � • „ , S } �w x x . - w If .. f 1 t T € �y £• c„ +i 4ce , yx.x„, `^'^.^# _1„_ . 3w.. wm.:jwrnv,.. •x+. �.t ^ wqw � ;.mwm . 3 w r �.^'^ ;..w-,..r 1 } t �. . ' tic, j i a , w� w wm m� -1----+-- f I f w.�.£ _11_4.11,X. .:.., . ,;, , ....ws f(Ar I £ I ! f 1 , 1 t 1 , : t ...,..»...,... ,....,....--�..,.-...,.- .. .,.....<.w....,.....,..,._.....3........,. ....,... .............•,�..... i f f ,{.,w..,..... ,�,......,:w.-.1 w,.w...w..<...,.,.M..<..•,......:......_M..,<.# :.w,..w.,N},>,.,,..,w.,. € 1 ...,..................<....f<,..,,...,. 33 EE ' ',,. •.<w<,.,,w.,..... :...w £,.. ,.�,.,..,...„,.,x.,, .. ., 3v. t ......I+.. ..,w.. 11;7y.'`.•,. �., <--1.-w.. s £3,_,.,....,....£....,,... e.....:,..,.. ..w.....,.€,.,,w...>,..3 i i 1 : 1 £ }€ t t «...... ...w.w wm_.., : n.:#.::w1 i . v. ` . � . w , . .w, w .. v„ww.,.. -” ... r. ... , 5 x .:.,r, wvT.x, .r #... w} . . , i , H.. v s - . n £ w; ; 1 11 i I F±ii £ i¢ ,.w..?F ...._.. y...:,... ,...., ........'%....,...,,...� €E 1 ° £ ' A; J . r � 3n.. w.1-----:.w..—w » - .. : E wE f 4 s ) y E£ f � £ j £ 1 3 } s i {{ w..�.m . x Mw �, www w� „ .�, � .: . .. ��:: wn,.. . � # ..,.,„, ---..1„n £ . :: >f. _a T.,.1: 4, w £ _ ` m k € ws w 1 ww k s S i . ' 1 f �€.' 1 „x, w.- .� , wx .,w x ..,F,.wwA:.. ,5w . , „ ..n,. �xxxr.w. N.., � f E t 1 € £ # E [ £ 3 £ t i € : f € $ ` i £ g x i ww ,.mi mmn w xuuv •t mm1. w ,'+ ,vmm ,.xu m x ----4---4---—f—”— „ nwwu ---1 w w, vw . .v- rr . x , k „ p , mt vxt k .,. wx . vx„xx�.xm , .� x r.. �,„__w�„..x„rm. i 1•�..nwx.w .....xm..x.:„,„,..x..:m•..,£s,„,,....,....Ew„w.,.,.xx . x:,_w„wr�w1 t.n.�.w ':.,,xn...m.�s w n,w m„„w.•mx mw.»w m f 1iit 1411I ...,,w ... s w .wi''.„mw,..„.ww,s,.w„N wxw,.r .w,x, m ,w---tvx:h—V mw,£..w, .. m . , w f €% 1 ~,..,,qwwx,x;, w., ww . .„: w. q» m , , w . 111 s £ 1 t } F t £ f __4_,....4.....4_ .�xw�„,m. w. w 4,,.�w_w „ g. mF , t _r_. „w„ „:.„ ,wx m, wx�w. m-,m j,. .,,xvx..- mm,,.wa w „€ • s € € k,..3 s £ 1 } r � € 1£ } ,,.�.„m,xw , i w nw.wmw x mw,, ; ,,r, w %w— < £ 1 - 4 1 •...�< ..s 1,.:.M•x,...,m' € , € , • f 3 i t T E 3 1 s 1 ' £ i i y vv.5....v .„_.wm xxmw,wv w,„ „ -. . , 5 x x , m..hw. v v�w w+ w„v„ w.. ,m-„. wi l m , Iiiim w „ m . i. 11 „3 w w ,£ [ xwrw ,w - m . ww„fxxw mm x w---t w.ww,wx-_t-- m ilillii.------f-t— 1 1 "1 "Tt1ti1TrtH 5 h 11111 ,._ix. € __„ m . , t„,w .±..V„„ „mr, x „ xw t . 1 111111111111 ; 11 , 11111 1 ii II II •-... M U) - . /r ca a. Ow.%moment N,.•men RTA1mMD CORM WCr O POT r rise. - GUM P.DO-AT u Dr. t a MO eftet IrrTAft A or ONRT ROR ALL rm.maims SE PER COTAaiL 4) n 1r..•..r1A , WSTINDARO PORTION Or WNW TO■POND LOAM 411 alral . MOLE O,NOTCM ATTA MANCE OP t0 tAU1 = CAM44ACTO M WK.MOM PLO=AND WAO VOA. OW WOO TO M!V G �, ' (.�,�j `G.�M Mme TO•iv0 POW GOr4CTla [�).a S �rWW■O mean OF GTM�DMD MEMO Or fA■C}'1"OC■M lDIIbM r"OOiiT1ON TRACK e AtL OIrMALL a bMCt 4•00 OIRWN.WOO"®G[KNONIT srNOAM. MO OCTAL UAW �O e A11m KfM1K mar sma ur) _ ce,{rb1 AIDS 1 ,411.AT TAPE GIONAL.Aiwa?OTMWGO. _+ I nW.N.•••• ?' }', CB.,MO DONM OTWOONA TO AVOW Or3..OAD.W. 2 V• �/rrLT ALL WOW MAMMA TO MALL POOR TOOTING OK WA CO.![071. "}NE Aram r w TO an OGr'eTNOARD live-Tors AND mamas w ALL ran /I +� AIrT ALIGN.CUTS TO me MANE WNW Or OT•N4MD POT. �• PG iii wee COMPUTED wTAU■uaeerG ON■n+GTAIGwm AND wTAU.Roo TO ...... {� CHOMP AUWPOMi. POI OW. N Q 1 a} NOM GARCT DM MI TYPE•A'loll WE IOM rllR-41!■RACKE71 K IOC gS�.(NNL oTANDMOD MRN f.Y morns AT r OL).O7V0O s fA•IQN ue•MNA d en COWS re.1AOW Der.*rat t■om o mos NO STAMM/WO.AMMON CLEW ARt SAP TrP■x M.I i /AONOm AT TOP NO GO[TQr Or fTNOMO►. tea* �,/ A y I�('t `p IPOWD `AV •- G.0.cnLWG • '1'^ .. G■LRr Y iiilll'__'-"`....."'""`��-rrr!777III' p \ M'TL.lT/Df I N•OL.AA%. •� �0 _� Ill IIa.fd�T . .. _ , .,. w .. . u.. _ •Y.••` 1Gd Alm 1 A�i/J�I .4..•'' NA OoPrIT !:�I 11t> I.l(�1 o `� • 'uttimED 1 1t 1� � 1 r. stoexu DC ; ( 11,.. +i G!CY STUD INSTALLATION SEQUENCE r{M * • t,+ 1 �+�MN (Y) G.C.TO LASER-SET STANDARDS WITHIN APP.m.Ch.s t,1• R Fi �l�� 1�FIIIIII I MrtL STX0••N•O6.rM1L •. .1 GARCY/STUD PRIOR TO APPLYING FINISHES. - ,,' iprii:N LL = ® • TM D N ;f 4.0� r N18T f Wl m04 , : MIIIIIM i L a 0 Yv0- ell A = MOM MRAlO1.IM.r•� r >_ I9etn10 TO 1AmnVIDE OF <Q N J`J=J. E OMIND TG AGP/6 tlrTALL W a1 rT -- --- METAL OP OGGr•Od O.G. V^J :+y.•...- .. �a rim fLVUf K►ffiT'®OATaIG W 111•111111- • ...T rN ie emcee° ,■` I,--- �.� F g$ rrtTMMppveim MrM MO a MAIM WM MEM O I ., f/ f:.T'.,•til - �- rrlN(40 mum 4E0 Y o T s Cr ` a ri GM CY/STUD DETAL L CABINET WALL SECTION I rd'D. I H CABINET WALL ELEVATION I rRr-6` 18 1 W ' egg cd IIEYmDItSs la.moss cur M 4n.ea GI1e saw rem eras r :e 41 W!va Cr.,t�TfL � * , .M K ME.K@a TO GGOtNC'11q nuD 7\M Rr ME.SD C iauTOli LW OP COOSIO N.NORM ' O f W AANT OWL WAN W OfJO4 POMO i VC MOW 40101.0 1 f fAr r M TIMAOC IM 1 I I C 1 ( 1 41.4.1. 0 !a!►r A I•I 1 1 I•t 1•f I / sll'O° p !I)Upat MUT•Ir T.- killifili,7 GioM GC TO LASER-SET STANDARDS WITtNN ■ ■ ■ r r SRSHREtrtSHOCK AHOY/STIR)PRIOR TO APPLYING FIISNES. I111iiiiiiiiiiiiiiiii iiii iiiiliii011I11111111111111111Iii11311111111111111111111111111 �HRE tea, INN 111M1111111111111111111111111;*N NIMINIIIIIIII 1111111111111111111,41111111111 11111111111111111111111111 MON= ■A 1.L.IPP iw.tMl■I■L a 430.1 AW' A L. x II.c r�' .a:::a.::::::a ......a:aaa:::::xaxaxx asaa:.aa.VII _ c, iiirmirdie- , ,E 11111111111111 PRAMS !Imo•/' r e VG r l eAf �� r o v!• ( , YArNO,RRA.rt To GOtl1T#uCTKM PLw DANE=Mk oars/ID '� . PESO CO At MN. �. PAC[OF WM,MOVE +..�..7 E� A 'WLI'1f4' iW�D r3 I •_" ., a i(p OOSOt R11Gt A vlE OP trx Raa+ IM �1.J rO OOLNn ar. '� (G0.a wrawME een vlf PrAiam CABINET LO 11111111111111111•NA111111111 CO 111111W.A. 11 ` :' PLAT AR GP a■1 ND rfTMitD GT LC ILY( DETAILS • OAP crn. •OD.WM COL•Sir CP PGA CO }A SA OA✓METAL o r .e A1TU� U' .. w1AwEro MOM C' ., >TM, 9 G#CY WALL STUD LAYOUT I ...". IG_CABINET WALL PLAN I 1".T-0..D- [A A10. : 7.) CL. CONT 15 GA DEEP LEG DIAGONAL-BRACE-AT-EA..DBL.. . - TRACK.-- pt _. I - STUD (SIZE OF BRACE SHALL EL I51-6"t A.F.FL� I 3 BE PER DETAIL J/A02.4) (. ,7 WHERE BRACE ATTACHES (2)-012 TT ANG TO SCREWS EACH DBL STUD, NOTCH FLANGE OF ONE STUD TO ALLOW FOR "D1AG FLANGE WEB TO STUD WEB" CONNECTION (4)_012 SCREWS IS GA DEFLECTION TRACK PER DETAIL L/Al2,1 /'� AT LOCATIONS V G'1 �' WITH HIGH ROOF ABOVE EL 18'-6"* A.F.F0 e.•e*".)(1)CPSIeKl. fCC>A1 1 I A I i Get 40,...,. 1 16 •�c� s Al I 2 AT MEZZ FLOOR . , ' S 4v ci E7iJd et.... -' la 1,43 CL co 4 c) .y T c., ,-- it, z....../..,.... / ics SC, to IP I' ‘4)' '4P.1 Mil .11 i� ,5 VTT; 4' I*1J 11'-D" A.F.F. [� rc J t',' `Ty"i F_ r. =.0. CEILING Y _ 5/8" GYP. BD. OVER 3 5/5" 0 /.1 /U + MTL. STUDS 0 16" O.C. MAX. ai ±+r :. t 10'-0" A.F.F. 0 Q '.." .' """' ".'r- `.I ; I 8.0. SOFFIT s/ 6 w 11 3cris- t-- O G v �� S 1 � 1.1 i `o ,Q � so3 EQUAL EQUAL lc AL YS rcfs c.>"r u., M 5/5" GYP. BD. OVER 3 5/5" LL' i a MTL. STUDS P 16" D.C. MAX. 1 VVVVVV vf1 /_3 (4.-e-i 0 i I'-9 3/4" /C70 5 s 9 RECESSED STANDARDS SET IN RECESSED WALL STANDARD STUDS U -------4111■-• 1. i 4-- , T. mai o L o I z- 1c / lc.,-a cj rec. v co e- 44") 11 tedr kir/ z j, (7 p (I) to a g 3 5/8" METAL STUDS @ 16" O.C. EXTEND TO UNDERSIDE OF 0 S / STRUCTURE ABOVE. INSTALL AL BRIDGING 0114E' O.C., r NUF RECOMMENDATIONS ... o € Lo ! / C) IL f co _se i ‘41'‘i"A o i et 74 ' . E + 2 I 1 kk 6 .... t, . , co 1'4. I i FINISN FLO0j24 tf) M N Ct a- CABINET WALL SECTION 1"=1'-OM H • PAUL J. FORD & COMPANY • .. PAGE OF - ----STRUCTURALENGINEERS BY all 250 E. BROAD ST. SUITE 1500 PROJECT COLUMBUS, OH 43215 . i 14 CLIENT DATE PROJ# ---- - ------- I 1I 1 1 1 1 1 H HI 1 ,...,. 11111 1 -II- . -1- - - • - ';• ill : 1111 —,---t-r-,---t---4- -Th ---r---4-4-----e-r-r-f- ---1-- •-----r—r--- , ---T 1 r— r , -1- , , , 1 , : ; > t ,...L...4., ' 1 5 • , / 5 1 ' '-'-+ 1' I • 111.111 ; 111 ; ; t • 3 , " -..1,-.-: - - ,,......,...±.-4-- -.....4---.1-...---- --, 11 ' 511- 1111-1TI ' ' 5 & . 51 , f f 5 C 1 1 1 5 , 5 ; , 5 ' 111 5 rn ! "---1.- . 15-- ! 1 5 ; t 5 ; t 5 5 > 5 I , 1 i l' € I ---"-""-~ ----f-w+-"-^-~ " -1- ---4-+-4-'m÷-- . ' - ---÷--t---1-1- -----j---1---t--F --1---1---i- 5 i 5 , , / 1 1 5 i ; ; ; ..,I I i C210i i 03 II 1I ji C 'i ta._4, , i 111111 ill I 5 5 E 1 11 / 111111 ; / 1 g ' 5 111111 5 1 1 1 4:91.r.1 1 ......' ' ,,-,---4-,. --4----4,---j------4-----t-4---- ' ; -4-----f--- ---r--t-t-r-+-4-t-r-t-l---T-T--r-t-1-T-T-1- illi , 1111 ; 1 - ; i I , i , . i , ;_4_1....._...,..._,.... a...t._.,....i_ew.., ._.„_. ___....,..,_t_4_4._„+,.._„..., .±.._t_l 1 ......,,_, -_:: 1 I —hi-- -1-----r----t------1----r------1---------T 1 1 1 1 ; :; , lib Si , 11111 „ - ' • • --4--- ; .-------+-4-----1-----4---i--------4-4------4-----t----m- I t ; f . 1 • g 1 1 , • 1 i i • ) 1 .. i , . 4 1111 1 i i - 1 • 4 1 ' 4 I 1 1 i ' 1 i , , • 1 i 1 1 , lilli 'N. .... 1 , " .4-1-----1-----4-1--.—21-----4----4----f------1—:- --i--1----- i 1 1 •, qi iioi 1-ii 1 i 3 g 1 ; ; ; , • - ' ; • . I • 1 1 , ; ; ; ; - -4.--,L . , 1 i , .,..---.1.- . - `-----4-1-1--1---1-1-1---"1-1- 1 1,_ i I 1- - 1 ' 1 ; ; .-.. --- --1411110 , 1 1 i ... „„._ ,1_,4_,_1_•111111 i 1 iin ; 1 .. / 5 ill .-4.' _ 4 .1,-.,1-„*f.......4..—,./........-„.t.* „. ...,,, :., -1.1.L.! 1 '.„-...- ....-....— 5 ; ; / I 5 "1. 1 ' t."-- - .. —I ; i 1 I ----n-1 -..1 ' -1--- 1- -71- 151 ' 15111 1 i i 1 t,.. 1 ., 1 155 55 5 ' 1 1 : ; / s'—'4'"'w-v "rn—tw' '-'4''''''''.4 ---4-w"'''+`"4"”'w4m4"''''''- . E 5 ___.....6icAul ; 1 1 , , i I 1 1 i 1 ': ' -i...-4-1.- 5 1 1 / 1 1 5 L —t—T.--t—r—tr--t—' —= -- 5 - 5 1 1 : 511 ,51111 { 1 ----r-r----+-1-7-1-1-1 / 1 { 1 / 4_17_6.6.0.5 Nov< 1 1 et., Ass),fri i., ,4*- : ., ,....!..• ._ t_' lvf... 4 .---4------t--I---+----4r-+—"Im / 11111 ! ! c ; L1 1 Iii . 1 j / f i '4 ' A6Z.Y.6...,01, . ffw41 1 . 4 xi 1 1 1 i V r k 1 i 1 /I i 1 1 1 g 1 -1---r-t." 1 1 a 1 ,,,,,,,.., 4 ,14,r 5 , t 1 t”,.....„..,j , ! ,......”, . „..1......w,..+..............p +.„,......e4.... ' ' , I 1 1 MI i : , -4,,,,,ili.ei se- 1 , i , ,„te t._ . ,..,.., I , iii: .,64t. ,iiiiMir::::: .4:.....44':. 1 1 I I_ i 1 , i UMW • i / 4, j . ler c 1 1 t T---- L „ ,_ 1 1 , 1 4- , rtic„,,,t , i „ „ , , , , „ , : , , , , w,,,.._.± , 1 -Li , -----, ----r---, -, ! 1 L , 1 1 i ; I ,,,,4 £ 1 s*.L.„ / 1,-, L 1 1 - ' 1 11111 / i 1 , i " 1 1 C'Tval 1 .,„„,„„,,„4,..„„,,.... .4, 1,--...4mtw—"+'—÷-4------/r---1-1• — t ; if-1-1 111111 I 11 1111i 111 ill1 , 111111 ; ill / 1 c ; ; , , 11 , i1121111 c , Pt d • Beam: Ml Shape: 2-600S162-43-BB Material: A570_33 Dy in Length: 18.5 ft I Joint: N1 Da in J Joint: N2 LC 1: Code Check: No Calc -.048 at 9.057 ft Report Based On 97 Sections 160 at 7.516 ft 25.007 at 0 ft l ut" Vz lb V 7 ----Qtaem7,:famj b -17.493 at 18.5 ft A all lb 50 at 16.188 ft T Mz k-ft k-ft My k-ft -.107 at 8.479 ft .835 at 8.479 ft .179 at 7.516 fa 1.11111111MILIN ksi ft ksi ft .056 at 16.188 ft fc ksi -.835 at 8.479 ft AISI 1999 ASD Code Check AISI code check not calculated- Max Deft Ratio L/4661 ,p t 16 Z X 1 f .n. Loads:LC i, Results for LC 1. SK- 1 Aug 16,2010 at 4:17 PM untitled.r3d Y .. r� Z X E `2 fix: t-• Loads:LC 1, Results for LC 1. SK-2 Aug 16, 2010 at 4:17 PM untitled.r3d CFS Version 6.0.0 Page 1- Section: Section 2.sct Paul J Ford And Company Double Channel 3.625x1.625x0.5-18 Gage Paul J Ford And Company Rev. Date: 8/16/2010 4:26:49 PM By: Paul J Ford And Company • • Section Inputs CFS Version 60:0 Page 2 Section:Section 2.sct Paul J Ford And Company Double Channel 3.625x1.625x0.5-18 Gage Paul J Ford And Company P Rev. Date: 8/16/2010 4:26:49 PM By: Paul J Ford And Company Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 1.4266 in^6 Torsion Constant Override, J 0 in^4 Connector Spacing 0 in Right Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.093750 Double 0.000 0.0000 1.8125 • 4 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 -90.000 0.093750 None 0.000 0.0000 0.2500 Left Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 -90.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.093750 Double 0.000 0.0000 1.8125 4 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 CFS Version 6:0.0 Page 3 Section: Section 2.sct Paul J Ford And Company Double Channel 3.625x1.625x0.5-18 Gage Paul J Ford And Company *.1.0 Rev. Date: 8/16/2010 4:26:49 PM By: Paul J Ford And Company Member Check-2007 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 18.500 ft Ly 18.500 ft Lt 4.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k4: 0 k Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.1600 1.300 0.0200 0.000 0.0000 Applied 0.1600 1.300 0.0200 0.000 0.0000 Strength 1.2817 11.558 3.4782 5.415 3.0078 Effective section properties at applied loads: Ae 0.67604 in^2 Ixe 1.4083 in^4 Tye 0.4453 in^4 Sxe(t) 0.77697 inA3 Sye(1) 0.27402 inA3 Sxe(b) 0.77697 inA3 Sye(r) 0.27402 inA3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.125 + 0.117 + 0.000 = 0.241 <= 1.0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.015 + 0.112 + 0.000 = 0.128 <= 1.0 NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(0.007 + 0.000)= 0.085 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 KL/r exceeds 200. ( ill _ PAUL J. FORD & COMPANY PAGE f OF -- STRUCTURAL ENGINEERS BY DATE 250 E. BROAD ST. SUITE 1500 PROJECT COLUMBUS, OH 43215 CLIENT PROJ# f f ( f i 1 1 £ f i I 3£ t €' ££ } � f i ,-:^•»». `o •:# «.:» �« ..1,n,": m m1.mw. .. w w1w ,»».; m.w._w» »n :» �mwm.n.,4 w ..1. «w« w mw .r«r,: ._w.w4« . m ;. w sF w« •:»..,w•m.w... i � £wf f S }} j f m £ i t€ , i w «w,,� vwf w m •« µ-1--..,vw . ., w. »- �w -1,,,, . v, _ _ ` $ „w.w; �i ' � = : x� �„ �.� ,.,, { , €� �`mV + , / x swm I L _ '- r 3 i c( i € f j € 1 i 1 i j £ € f 1 f f 1 f £ { t y.. «yw , m � w« . m �» � m „ w � 4 t^ " y � w m «m m . mh. � r. , m;w« � m j 1 i , E€ J i # i C ' .,w..nw E—n,m- «« m. m, wgw ^w „.:q-G«17e.— .. .,S, :-A ww. • —i , F ----5'—q, w}w €wywh m» 1 1 i # wn - ».� „.w � wm � �%��^.�Y� c . ! w» » i , � € . 3 £ 3 #F = i i f � ,s _ } f � » 1 3 m»m s i »»w. £ ' / I I 1 1 F 1 f 1 L , i F 1 / f i 1 } » w £ wq w 1 1 ,.., » »:» w»«4L..»ww :,.:. » w » » »,,. j___ b«» ' «.» y:»_.) ^ 1.v»w ^_„....f.__« wv ..1.mwm, ^ mj # n , 7 v {. ' ; £ . f . w ?a C X . w £ » m .. 1 m w £ w : y • :«: w » wM: S 4 5 } 1 I w wa mL E ; > m» m 1 .,m..,,..wj.�m,.mwM,-£.»nv»»,w.�m,^,v»nm»»m,.n.M.,m..,...,.»w.m..,wwmm,}.«.n.;.,,..�,:,,.-..w.m,..d�.• .,- »,...w«i .y...»m.w.�«w..^•,�. aM•.^w^..^..;,....,^�:^..:.�,.....,. •y«.:»:»»^1w.,..w,,,,�,•»:.wm.: .,,�,,,.,m,,...w�.w.w,..,.� ,...gnw«,., » ,. � wy �w.»,v.. w-»wm,m.. >wn w�IL1IIIIII:n.n,,,+, »».ww». .E m w m ,; mm w f t i w.. m » w w�. F � w x £ ` : w _ w w.w. ,m l m £ » m n. m» ,w ';t"'''''. 1w w� ....,, .,r 1 .w..sm ... m : m. / .w..^.» •w...-..,s 1 p L w• f f € f £ � »,,»�..,.,..�,.,...., ... yw w �..a,.mryw4. ,d.«� . < H�-- µ -w � . ht.m ,g «- „ ,�# wx,,«+. £ .m; e t k ,n , .w., » , ..— w ,w» w ,« .£ wmsw 4 m w: ,w ^ ...1 4. w1.4.1.12*. ( . .L .... »m.,»w,......,:....,m..w.,,..:....w.m.....w..n.,v.««...•.,,»m..n.nm,.«..,....:.,....»,...»».nr.,��$f�I H3 t--«.,•,.m«»•�m�.^»,..m.„�.«»m:,.m«».....n..w w..,.«..-,Fgy£t+m.n w„.v..m::....»v,,.�1£f£ w.m w..,w.w....w w.«.w.«w..,...'1.m....,.w....».w..m...,,,.m,....m....w.«�..��;�a.«....»..m..n,.�w.wv.�.,,ww....wm...w—,m_.....r.,m..w-w...«.».w�.,,.ww-n.,r.-w.:•„n»r„;.c�j£€t m,—_,,n...�.,m.n»..n..r,.1[i E�3. L E£S..,.«.v.«...n.r......,,.,,yj.„..».:wm«...«:..:vv.,,«,:r•.is.«,,.v.:•:m mm..„.w£F...vMv.».:._�..,S;L.__m...n�.., ...,m«...,«,,. ,..^R ; f ...,.,»w5f,w;».....wS£'1 S. f r££w.n.v,»w.:,r».,3• i .»,,..:m 4 i M ,.. „ .w3. .+4 � M . n.»wjw .y.. - m.� m«md �� w ^..�«w«.,iW.«. ^mmn„ . . vn.; m«,»„„ nw i « # £� , . 10%1 s r s £ ,:— . ._ : a ill I m .... . . f 4 w «E .1-w«m 4 ,',,, £ } f i 1 3 i ( i s £ F I £ � £ £ 1 ; S .- ' 3 j ' ; £ = £ 3 f 1 # t f _ ' . .�n: 1� 01:514,1_,..5—_ ,— n17(4..f.:« . ,w.—.« »E £ f � f 3 € j £ 1 m 4 i ±� Hi4+'+ rt ” t i 1 i ) f # € 1 wm . m w m m w © t vi = � Ni . w, ; «� 1- � i ; i i �� , 1 1m 1 1 1 1 1 w9w.rwm.w . v, m 4 mm « m Pml m ,.. ; .y.,4_4,...._.,. 4,......4_. ..... ^ mm „..+_ «».,. mw.w m4•wm 1 —f------t o: £ k £i .L m 14Lqf' 55 - 4 = 3 . w »«n. »m ww —1-4--- Elr m �'—'—'.m :. , m w mw m ., _w. n nnn 3 j 2 L C , vm w wmw...w f,».w...'—+”»,.».,..,.»m.:»m}...».».w.»,.w»»...; ..,w,.i.,:m»,»... ".'""4*- m, «w:., n,.w w M»a,.,,l.l 2 1 � .....�».,, w «mm.� mw/ ...r.� 5 :p-.m�».m..-wra... w_4_4' mw» _ ,_,,,j___. ...,.�,. ..ww,:,... wwws..«.,.... ...«. ^�_...,.... ..«.....«.««m. w:.n...n«»:,:�s ,-.:.•µ.., m,,,m.... iiiim , 1 »» i . . � , 3 t 1�, . .� w . . w w..» . , � m w w« x.., �.«...«:f,r . «w .f £ € 3 /VI it L't.i 1‘; 1 ,r....ww,w.E.., m•,.:nw..,,.,V,..�.,.,�,..€wn.�„•.....`�..-,,..«,.,:f.w„w,,,.•w.-.,..w. :..yn w»»„ .:......w.....,....,..ww..,,,.w,.M. ...,,..w _1 .,n:,. .m,......L» ».,,:,fs.r,..-. !s .\.... ,..., j iHH- -H-t4,«.,.,...n..1_«.n".. .,_ 1 g - . PARetail\350-Shremshrock135010-no1A35010-00651Drawings\CurrentArch\PJF_3501065 00075287A101A.dwg,8/16/2010 1:55:35 PM t:) m z E 05 § El al igg ir fa 4- g M r- F. r L il C U) m 0 Miii -4 + • f Z ti) 1 II11 41) r> irt 1! — !_ z 0—I (J) 3 5/8',Mt GA METAL STUDS•Welc » 1-n r---I — AL WIN VERT STUDS ESZ.CM 4 :. .1 r.. :: i' rn '4 x r F rn a _ . ... g > tl v.) 7-) . . 2001 North American Specification w12004 Supplement ASD DATE: 8/16/2010 PeA a3 SECTION DESIGNATION:362S162-43 Single INPUT PROPERTIES: Web Height= 3.625 in Steel Thickness= 0.0451 in Top Flange= 1.625 in Inside Corner Radius= 0.0712 in Bottom Flange= 1.625 in Yield Stress, Fy= 33.0 ksi Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 33.0 ksi Punchout Width= 1.500 in Punchout Length= 4.000 in Wall Solver Design Data-Simple Span Wall Height 18.50 ft Deflection Limit 0120 Lateral Pressure .00 psf Axial Load 200 lb Stud Spacing 16.0 Check Flexure Load Multiplier for Flexural Strength= 1.00 Flexural Bracing: KyLy=48.0 in Cb= 1.00 Me=2346 Ft-Lb My= 1077 Ft-Lb 0.56 My<Me<2.78 My Mc= 1044 Ft-Lb Sc/Sf=0.95 Mmax=57 Ft-Lb<=Ma=594 Ft-Lb Check Deflection Deflection Limit: U120 Load Multiplier for Deflection= 1.00 Maximum Deflection=0.168 in Deflection atio= U1323 V Check Shear Vmax= 12 lb(Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va= 1739 lb>=Vmax Check Web Crippling Rmax= 12 lb(Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length= 1.00 in Ra=277 lb>= Rmax, stiffeners not required Check Axial Interactions P=200 lb(Including Axial Load Multiplier) Axial Loads Multiplied by 1.00 for Interaction Checks Max unbraced length, KyLy and KtLt=48.0 in Max KUr= 154 Allowable Pure Axial Load, Pa= 1386 lb :Axial Load Ratio, P/Pa=0.144 P/Pa<=0.15 Therefore, Check Equation C5.2.1-3 Equation C5.2.1-3=0.240<=1.0 2001 North American Specification w/2004 Supplement ASD DATE:8/16/2010 SECTION DESIGNATION:3625162-43 Single INPUT PROPERTIES: Web Height= 3.625 in Steel Thickness= 0.0451 in Top Flange= 1.625 in Inside Corner Radius= 0.0712 in Bottom Flange= 1.625 in Yield Stress, Fy= 33.0 ksi Stiffening Lip= 0.500 in Fy With Cold-Work, Fya= 33.0 ksi Punchout Width= 1.500 in Punchout Length= 4.000 in Wall Solver Design Data-Simple Span Wall Height 18.50 ft Deflection Limit U120 Lateral Pressure .ps Axial Load 200 lb Stud Spacing 16.0 Check Flexure Load Multiplier for Flexural Strength= 1.00 Flexural Bracing: KyLy=48.0 in Cb= 1.00 Me=2346 Ft-Lb My= 1077 Ft-Lb 0.56 My<Me<2.78 My Mc= 1044 Ft-Lb Sc/Sf=0.95 Mmax=285 Ft-Lb<= Ma=594 Ft-Lb Check Deflection Deflection Limit: U120 Load Multiplier for Deflection= 1.00 Maximum Deflection =0.839 in Deflection ' - o=U265 Check Shear Vmax=62 lb(Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va= 1739 lb>=Vmax Check Web Crippling Rmax=62 lb(Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length= 1.00 in Ra=277 lb>=Rmax, stiffeners not required Check Axial Interactions P=200 lb(Including Axial Load Multiplier) Axial Loads Multiplied by 1.00 for Interaction Checks Max unbraced length, KyLy and KtLt=48.0 in Max KUr= 154 Allowable Pure Axial Load, Pa= 1386 lb :Axial Load Ratio, P/Pa=0.144 P/Pa<=0.15 Therefore, Check Equation C5.2.1-3 Equation C5.2.1-3=0.624<=1.0 • • PAUL J. FORD &COMPANY PAGE 2.-‹ OF F- STRUCTURAL ENGINEERS BY 11- DATE 81A lit, 250 E. BROAD ST. SUITE 1500 PROJECT 6,14(,..r,„-,,,, sq COLUMBUS, OH 43215 CL I E NT 5 iitzsK.9PROJ# A-2 / 1 1 • • 4.,,g. , , • , , , 1 i P - i , ,—454.- -.. „vikogs. 1 33,41,11U, Pe.AE.,,...4L. ,,z..... : ,. .-:::.... +.....1.... .t.„;.—L_,(..._ _, ; 11T-11 - -7]...., 11 , I , , .i 1111 , 11 , i 1 , 11 , illi ------1-4-1-1-1-1—t—r—r—t—t—t—t—f—rwr—t- , -1-----r-: --r-r-t-r-t-r-r-t--t- . -÷,--- ---1 ±, E.-zirs . 3. i .„,.2,,,,,,,,., ---"+-1-f-r- , 1- 5 -7 "1-1-T-1--7-f--1--r--t-r- -r--"r"r-rt 1 , 1 1 1 •1 i i i L...1 1 i 1 1 1 1 11 1 4 4 --t-1-1"-T-1-1 1 +„-±„..-+„..„„„T_I..,_t„.„_,„,„,...-,,,,„„4-i„.„-.-4,_„„.,- „„---4,.,,„--t_4_,+,_„' ,_ t i ; 4 4 1 i ; 1 I „7„.„,„„ .7,-„-e.6„--AfC -- 1 g';'-‘A#'4'1 -r,-,- , 1 45P■yrIk..„7.,1 • ;g4A 1..,CAre+„„4„._,. -FL,41„--.4„„..„L„„„+„1 ,--1-1 ‘,..„.1,- ,_ 1 . 1 ! ,i_„1. , _,) , „..„4, ' '- - -i c „,„,.../ !-.4._..4_,-.4.-±,-4.-,,,i_f_...4_, i ...,..f........... - ' 1 1 Is ''' ------t- - , ' 1 1 „.„„w _ „,4 l . , 4.-ir ,___17 ,„„.,_44.s. , ,., 1 1 1 < 1 i r , N 4 , i i 1 , 1 k ” '1---4 5 ' 4,LESIO „..,„1 7 i .-. . rt,_, , , , -,- , , 3, i i 3 , , , I 1 1 1 1 .n.'... 7, . 1 1 1 i 1 1 1 i ; ' -I- 4 I ' ,--i--- - -----.---.,---4-- '-----1-1.-- ' • . ,,, ,, 0 ,..,,, te, , ,, - ..,A .4 .----i.--r— . .----1 F3m. , —,k .,_...... ..- i . 1 1 i 1 1 4 1 1 \I.., LLI : 1 i . ' 1 •i i i 1 r Jar?ii { / 1 1_ ,J_ ----r-----r—r—T 1 -9-7 • 1 1 1 --r—F---t— i — '— — '-----1:7,— - i , sin-i21 - . -4- ..LA ' 1 -• / -27 _....,...4 . . .. . : .. . i 1 .......'-'.'4” ''__t i i'''''- ''.4„..:k 1 i1 ''''''i'1 II * *4a *w1 * 4 t_ _-_ 41 ' sd, i 1 I i i 1 1 1 .. 1 4 i , • 1 ' 1 i lL 1 1 11/1 ; i . A) ; , .-"--t—r1-4---4*1----t—t— m i _ ...„„4....._4(......4__.+ 1----wf;-- -v -L------t-,-+-- r--- ,s- 11111 ; i 1 1 i ...62/ S)' ,j . 1 7 - 14.1 i 1 I i. i Z../.44 1 1 i• 1 i 1 1 1 i:gtfz 1 i 1/2 - • 4) k 1 • ' ' 3 1 f ' r'' 1-'" ' ^'±'' '*. 'w.'t.÷ ^' '' ' .* '+''''''''''.1*.''"1 161 .'' 1 , ' i _,._,___4___----1--------1 1 1 V : I 1 3 1 I 1 i i 1 1 .v...----1-1---.4---.4.--+----4-----4-7-4-4-4-4-------1----+ --f--------T-4- -1-at-4---+-l--rt--t"-t---r-T-1-1-7- 11 1 liZgsszik..2.::l - fc..... 11 4.)1 ':-• 1 .,,. ..4.1.,...„.1$71.4_,IX4,.„,.,„.6farik.). • , , , . ,, ,, . f i -1-1-1-1-1-, -1-1-1-7-1-1-1-7- . I_ / , , , , . , , ,.......... I 1 I ‘„....-4141.,,......_ is_.„.irt)L' .._.: 10,.., .......A.4.. ...L,p.40..t. 1...:.- ....c ......, .......4_,....„.„......1 .1... , . . , , 11 , ii ii ' 1111111 , 111 ; ___ 1 I ;_...7.7.7.1 fittgs 1 tfoa4 c>estrt,-.4w., . 1.4.ws.„...._k.„.134354 -4-45-1 Zi1/45,10-Igh-1--4 , . ------7 1 , , , ! A. ___, f,, i / ild... 1 I i Mott,z- '0: WM? '"tirrx.:4 - Ile-4 , _ Y...1+71..g"I.L. ,,;'.„,.....,,L„.. .. . 4„,„.,4-4.---1-.- 1 3 3 , I I i 5 = 3 3 3 1 5 , 3 3 3 1 i j i i L ' i 3 , 3 : = = = 1 ,,Litillili i I 1 -- 4C-7''' 0 44- 640fV.i4 . 'el,& 1 1 1 ,,, i....-,... tilz- 1111 i I , 111111 , jil s,, 10 "-t—r—Ei—t—t—t– ,---t-----t--- _1_4 .....'----1 „ , i / , 1 i 1 _.1,....._ ii / ilisill - -- i ---- ' —4---"t--4----f---+---4,---1-1,— , / / / , _ / i , / , / I 1 , .,,,, i 1 / j__,, 1_,,i 1 ,,,..,_,_i „w„..1_,L1 I_ . / j____ . ---4---• / / I ; / / / ----,----r•-- m ---r----r—r 1 . --r . 1.---t 1 -1.- . 1 i i , , 1 : , , , 11 ) ,, , , , i , , 1 , , , , 1 1 L 1 i H i 1 1 , .. w t _,1 __ , ----1----T---i---i----t-T--- ---1---7-- ---1------ "1- r -1-4.---- c- , • . i :,„ i, , 1 1 i , , _.,..,,j __ _, • „„_±....._.1....._+---1- -4— -4,- i 1 1 f i I 1 1 1 1 ? 1 ' i - 1 1 1 I 1 i i i 1 . 1 i i 1 ' ' 3 1 1 1 i , ..,,..........1,,,*L.v,i,„. ., w•^•^..v "±"..±4''''''''' '''+'''''''t*.37+"*".÷..-.'wrn 1 • 3 i • i wi".''' i rt—t—i" t 1 li „ 11 " 1111 : " 11 , 1.. 1 „ , , , „ $ 5 . , $ , , $ $ ,- 1111 Pt CFS-Version.60:0. . . Page 1 Section: (2) 121N x 1.6251N Stud 12GA with(2)3.5IN x 2.01N Trackl2GA HEADER.sct Paul J Ford And Company Paul J Ford And Company Rev. Date: 8/16/2010 2:59:34 PM By: Paul J Ford And Company I ?A Section Inputs CFS Version 6.0.0 Page 2 a.7 Section: (2) 121N x 1.625IN Stud 12GA with(2)3.51N x 2.0IN Trackl2GA HEADER.sct Paul J Ford And Company Paul J Ford And Company Rev. Date: 8/16/2010 2:59:34 PM By: Paul J Ford And Company Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Connector Spacing 0 in Left Channel, Thickness 0.1017 in (12 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.500 270.000 0.15260 None 0.000 0.000 0.250 2 1.625 180.000 0.15260 Single 0.000 0.000 0.813 3 12.000 90.000 0.15260 Single 0.000 0.250 6.000 4 1.625 0.000 0.15260 Single 0.000 0.000 0.813 5 0.500 -90.000 0.15260 None 0.000 0.000 0.250 Right Channel, Thickness 0.1017 in (12 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.500 -90.000 0.15260 None 0.000 0.000 0.250 2 1.625 0.000 0.15260 Single 0.000 0.000 0.813 3 12.000 90.000 0.15260 Single 0.000 0.250 6.000 4 1.625 180.000 0.15260 Single 0.000 0.000 0.813 5 0.500 270.000 0.15260 None 0.000 0.000 0.250 Top Track, Thickness 0.1017 in (12 Gage) Placement of Part from Origin: X to left edge -1.75 in Y to center of gravity 5.73 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 90.000 0.15260 None 0.000 0.2500 0.7500 2 3.5000 0.000 0.15260 None 0.000 0.0000 1.7500 3 1.5000 -90.000 0.15260 None 0.000 0.2500 0.7500 Bottom Track, Thickness 0.1017 in (12 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity -5.73 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 -90.000 0.15260 None 0.000 0.2500 0.7500 2 3.5000 0.000 0.15260 None 0.000 0.0000 1.7500 3 1.5000 90.000 0.15260 None 0.000 0.2500 0.7500 P CFS Version 6.0.0 Page 3 .--. __.. Section: (2) 121N x 1.6251N Stud 12GA with(2)3.51N x 2.01N Trackl2GA HEADER.sct Paul J Ford And Company Paul J Ford And Company Rev. Date: 8/16/2010 2:59:34 PM By: Paul J Ford And Company Member Check-2007 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 26.000 ft Ly 26.000 ft Lt 4.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k4: 0 k Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.000 77.70 1.000 0.00 0.000 Applied 0.000 77.70 1.000 0.00 0.000 Strength 10.203 155.95 16.291 55.92 5.620 Effective section properties at applied loads: Ae 4.3967 in^2 Ixe 95.090 in^4 Tye 8.700 in^4 Sxe(t) 15.526 in^3 Sye(1) 4.972 in^3 Sxe(b) 15.526 in^3 Sye(r) 4.972 in^3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.498 + 0.000 = 0.498 <= 1.01‹ NAS Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.498 + 0.000 = 0.498 <= 1 .0'' NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(0.071 + 0.004)= 0.274 <= 1 .0✓ NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.000 + 0.000)= 0.000 <= 1.0P CF-S Version 6.0.0 --- - Page 1 Section:(2) 121N x 1.6251N Stud 16GA with(2)3.51N x 1.251N Trackl6GA HEADER.sct Paul J Ford And Company Paul J Ford And Company Rev. Date:7/9/2010 4:06:12 PM By: Paul J Ford And Company LU Section inputs CFS Version 6.0:0 Page 2 349 Section: (2) 121N x 1.6251N Stud 16GA with (2)3.51N x 1.25IN Trackl6GA HEADER.sct Paul J Ford And Company Paul J Ford And Company Rev. Date: 7/9/2010 4:06:12 PM By: Paul J Ford And Company Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Connector Spacing 0 in Left Channel, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.500 270.000 0.10800 None 0.000 0.000 0.250 2 1.625 180.000 0.10800 Single 0.000 0.000 0.813 3 12.000 90.000 0.10800 Single 0.000 0.250 6.000 4 1.625 0.000 0.10800 Single 0.000 0.000 0.813 5 0.500 -90.000 0.10800 None 0.000 0.000 0.250 Right Channel, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.500 -90.000 0.10800 None 0.000 0.000 0.250 2 1.625 0.000 0.10800 Single 0.000 0.000 0.813 3 12.000 90.000 0.10800 Single 0.000 0.250 6.000 4 1.625 180.000 0.10800 Single 0.000 0.000 0.813 5 0.500 270.000 0.10800 None 0.000 0.000 0.250 Top Track, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: X to left edge -1.7 in Y to center of gravity 5.79 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.2500 90.000 0.10800 None 0.000 0.2500 0.6250 2 3.4000 0.000 0.10800 None 0.000 0.0000 1.7000 3 1.2500 -90.000 0.10800 None 0.000 0.2500 0.6250 Bottom Track, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity -5.79 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.2500 -90.000 0.10800 None 0.000 0.2500 0.6250 2 3.4000 0.000 0.10800 None 0.000 0.0000 1.7000 3 1.2500 90.000 0.10800 None 0.000 0.2500 0.6250 CFS-Version 6.0.0 Page 3 3 Section:(2) 121N x 1.6251N Stud 16GA with(2)3.51N x 1.251N Trackl6GA HEADER.sct Paul J Ford And Company Paul J Ford And Company Rev. Date:7/9/2010 4:06:12 PM By: Paul J Ford And Company Member Check- 2007 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 26.000 ft Ly 26.000 ft Lt 4.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k4: 0 k Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.0000 77.700 1.0000 0.000 0.0000 Applied 0.0000 77.700 1.0000 0.000 0.0000 Strength 4.5913 83.429 2.7650 24.276 3.6304 Effective section properties at applied loads: Ae 2.3813 in^2 Ixe 52.496 in^4 Iye 4.686 in^4 Sxe(t) 8.5493 in^3 Sye(1) 2.7562 in^3 Sxe(b) 8.7153 in^3 Sye(r) 2.7562 in^3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.931 + 0.000 _ 0.931 <_ 1.0 - NAS. Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.931 + 0.000 0.931 <= 1.0 NAS Eq. C3.3.1-1 (Mx, Vy) Sgrt(0.331 + 0.131)= 0.680 <= 1.0V NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.000 + 0.000)= 0.000 <= 1.0V Left Channel element 3 w/t exceeds 200. , ITr,r061'Y?-S 1/ Right Channel element 3 w/t exceeds 200. i 2"X2 1XO'-6" LG, 12 GA FRAMING CLIP W/(3)-#12 SCREWS EA LEG CONT 16 GA TRACK _ W/ (1)-#12 SCREW IN EACH FLANGE OF EACH PERT STUD : / / (2)-#12 SCREWS I // / @ 12" O.C. •[11. ` / // DIAG PER DETAIL A/A02.4 ?/// // 0 ri O (2)-#12 SCREWS O @ 12' O.G. 111111111111111111111 1111111111M11 1111 • • CONT 16 GA TRACK W/ SEE OPPOSITE SIDE I (1)-#12 SCREW IN FOR FRAMING EACH FLANGE OF EACH HORIZ STUD PASS-THRU T H R SECTION T I O N ASS U S __ M CODED NOTES: 0 1 DBL 6 DP 16 GA BEAM WITH r 3 5/8", 18 GA TRACK TOP t BOTTOM #12 SCREW i)t33 L -j to 12"c% ® DBL 120 DP, 16 GA BEAM W1T14 3 5/8", lb GA TRACK TOP 4 #12 SCREW BOTTOM. (PROVIDE 14 GA WEB STIFFENER AT ALL BEAM 8 12"c/c BEARING POINTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.) ® BUILT-UP BOX COLUMN - DBL 3 5/8" DP, 18 GA STUDS W1114 3 5/8", lb GA TRACK, EA SIDE. ATTACI4 BOX COLUMN TO BEAM. SEE STRUCTURAL DWGS. 1$8 SCREW all 12"c%, TYP =1111 43 TYP 01 FOR SPANS LESS TI-IAN 13'-0" 0 FOR UP TO 25 FT SPAN gik I I t .w. I I SEE SWEET A08.1 FOR CODED NOTES • • Q Q TYP TYPICAL DENIM PASS-TI-IRU SEE ARCI4 DRAWINGS FOR STANDARD FRAMING NOT SI4OWN PASS-THRU N.T.S. , PAUL J. FORD & COMPANY PAGE 3 4- OF -- -. . _....._ - - •--_--STRUCTURAL ENGINEERS_. BY SATE r 250 E. BROAD ST. SUITE 1500 PROJECT COLUMBUS, OH 43215 CLIENT PROJ# Ltx£ ».; w :» w ' » It—r ,.,tw {mA w i_z , „nn : w w m -- n —4—±— .v._+...... mM . n m....., .„:„.m ...m„m..,„nw-,.m » . , »»„»» .},:._,rr..,,.„„.�.. 2Z 't. IIItc17 17Ii1II£f mm w» w m m. _,,.ww..._ „ ,m, € »„ i, .. ».w-- i f £ f of { # p E i # t f y # .m.„ .;.w.,,-,,....,,r:»:} { 1J � �a�M� c.,„1.,,, `-n...�.: G, �I.[...,.` • !..m: ? # € € y ff 3} ff t �-...�.,m„= .»»».»w,�.,H»..�,.,,.M.,�;�....,m„�,_...,.., »..».,..,�...»,�,,..wt..»..ww.w.�.�.w....�,..M,.„„»�»n„.,�,.,..:�..,., _». 4 �.. ..n »....�.....: - _t:».. .».,..�,ww..._.�..,».,:,�,.,:»»...�...»,,,.....,r_ilmIlli XI »» :,I1XIXIX:.,,f:. ::.. .»i 11' .... .,gyf .::. i n. z t �.:» ».M• -w»,:: w,:r„.:». „„„,�„„ w w w. • 9 f ».,„.„w. .:„££�` `, -: »„::»»: „ .w. :-w:».. 4. .», w.1»»_ -- --t_,---t--t-f —4-4_,H,4_ »..„»,„», L:6 c.f?"1-- Ays ...,1'..)..141, i �� » �. 4_4_ »,» fi ,.,»..,r m -w,, m , ,_w ! LI-1— i • 4- J----- -I- - -' - ' ' -- ---t-r-t--r---t-t-i 1- r 1 1 4_1_ 111111 4......_+_......._,_I__ i - — —— - — --4----- — ----1-1,---4-----1---t---t---""t--4----- ........r:»....bwn+,,...v:n<..:::.,o.:S. .w vbww.w»n .,,en,...„ff .,�w:»t-- »,».xv». — F ,», w:•, ” ,:v. f ......,....».:; f:.,•m...«.-. „ii :iiii.. f, „nw.,,,. »... # ,.....................„,{.,.,,. ,,. ...,,, ......,,.,....E .,,.._ -.. , 1 f wwm » `-1 1 i f i 1• f,,,.. / ............. z .,..,,,„„.....___1.....-1,----4.--# ,,..,,.. :: : xi :.....,.✓.,�.,.,....,' f £.-..,,.•..,..., » i ..,....:n v S f ..... F i ---4--1-1-1"--- -4-4-4-1-4-f-,,,, , ,,..§w » t £ # f ..,. i '-,., �«_ _ . -.,.,:.+-,. , , ..11 1 ; M ..co..— «»Fu,.- . , € „» •- «p .- --f,«n , -- M ----4” . —.. .,- : s „ . . „ �R « S � u u x1c nw € « u E € f f t ' _ i £ ! w -S f a 1 ! # 4 pp 1 8 a ' 1 1 f ` 1-:...4„ 7 — i------4-mw m. „ 'wynj. , v„t„mm..: v»mfm„ } t f } a E £ .. . 1 g 3 . s # i :,.: S tey .m, . ,...-...,». ,,2......{ . .. ,.. . - . . ,.. .., F. ..„ . ... . . .. } !f , 3 ill ..�.n.rr.,i f 4 .,,,. , t .n...,::.;,,.n,,,.:...,..%..,,., # i,,.:-•,.,.,.,.,L....m-v H_,n„ ..�.»,,...,, .,,..�..,,, s:»r».,: ..., / ...£..,.-,m,n,.„,,..,.n.. } :,w —.,-o»»„ 1„„, -----aw. n n w ,.---1w — q».:,. - -,s #£ € „ . w E f ..,,.,w,..,.. ! ,. »:€:.-„. „ f < f ,, # Li 42 i i #f f i ' } .wj.. :n....€..m.„..,.,,.# —"if—t—"-1---t--1,---tai- 1 f £ ___,L..,4_, : » »m E. i„ m , f ..# T 1 1 , E.w...# » r „. ., n .„ „. »::....»' '., „.. 'n-wiwt„ M i-444 - -F # i � lill f # ) t E f # } 1, , } .i „ t �„ m .M » m mww � „ $ € u,„;m.m».m „ m » . .»— ; ,... u,.u.» mF » E m ?,„ .4„,,,mmam , ,,, . „n,.tw: ,„,,,„, i. m..n.. --'—"t— , , , 1" 3 2 a. M tt? . T o CONNECT TO EXISTING 0 STRUCTURE PER N DETAIL E/S03.I CD Ceti 3 y o� d' �o 0 �� Q NOTE: FOR DOUBLE STUD N co DIAGONALS, "SECOND" STUD SI-IALL � * END AS CLOSE AS POSSIBLE TO END o ` CONNECTION, TOP 4 BOTTOM. 0 LoI CONTINUOUS 18 GA. TRACK Co O tr) VIEWS A-A. `" MI B-B, 4 C-C 1L CONNECT TRACK TO VERT STUDS •�� 14/(1)-#12 a. SCREW IN EACH FLANGE OFACI-1 STUD, EXCEPT INSTALL L (2)-#12 SCREWS IN EACI-I FLANGE g (4)-#12 SCREWS AT VERT STUDS WITH DIAGONALS C N WALL OR STOREFRONT STUD. U i . c DIAGONAL BRACING OPTIONS m 18 GA. DIAGONAL BRACE OPTIONS: 0 DIAGONAL LENGTH- .- DIAGONAL LENGTH- DIAGONAL LENGTH- IV-I" TO 2b'-0" * O UP TO 10'-0" 1O'-1" TO 18'-0" * o SINGLE 3 5/8" " DBL 3 5/8", 18 GA. STUDS WITI-I r DBL 3 5/8, 18 GA. STUDS 1 5/e WIDE FLANGES AND 3 5/8" Z=.)-- 18 GA. DIAGONAL WITH 15/8" WIDE FLANGES 18 GA. DEEP LEG TRACKS (2" FLANGE) g1 5/8"�I4 1 5/8"�11 2 I/4"I o #8 SCREWS @ #8 SCREWS @ C p !2"c/c 12"GIG o VIEW A-A VIEW B-B VIEW C-C to M SPACING OF DIAGONAL BRACING Yj INTERIOR PARTITIONS - *CONTACT STRUCTURAL ENGINEER FOR LENGTHS LONGER THAN 20-0". . 2 48" O.C. MAX, EXCEPT SEE DINGS AID.! 4 AID.q FOR DIAG SPACING AT CABINETS . E U) tG M cu ri) SEISMIC DESIGN CATEGORIES D, E & F a OOD TYPICAL DIAGONAL BRACING x„_1,_0„ J S031A11BRAC CFS.Version-6.0.0 Page 1 Section: (2)3.6251N x 1.6251N Stud 18ga x(2)3.625 IN x 2.0IN Track 18 ga brace.sct Paul J Ford And Company Paul J Ford And Company 3-6 Rev. Date: 8/13!2010 9:11:09 AM By: Paul J Ford And Company 1 Section Inputs -CFS.Version 6.0:0 Page 2 Section: (2)3.6251N x 1.625IN Stud 18ga x(2)3.625 IN x 2.01N Track 18 ga brace.sct Paul J Ford And Company Paul J Ford And Company n Rev. Date: 8/13/2010 9:11:09 AM Pi -/ By: Paul J Ford And Company Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0.005127 in^6 Torsion Constant Override, J 1.75 in^4 Connector Spacing 0 in Left Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to right edge 1.63 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 18.0.000 0.093750 Single 0.000 0.5000 0.8125 3 3.6250 90.000 0.093750 Single 0.000 0.0000 1.8125 4 1.6250 0.000 0.093750 Single 0.000 0.5000 0.8125 5 0.5000 -90.000 0.093750 None 0.000 0.0000 0.2500 Right Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to left edge 0.065 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.6250 0.000 0.093750 Single 0.000 0.5000 0.8125 2 3.7100 90.000 0.093750 Single 0.000 0.0000 1.8550 3 1.6250 180.000 0.093750 Single 0.000 0.5000 0.8125 Left track, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to center of gravity -1.287 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.6250 180.000 0.093750 Single 0.000 0.5000 0.8125 2 3.7100 90.000 0.093750 Single 0.000 0.0000 1.8550 3 1.6250 0.000 0.093750 Single 0.000 0.5000 0.8125 LEFT STUD, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to center of gravity -0.54 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 0.000 0.093750 Single 0.000 0.5000 0.8125 3 3.6250 90.000 0.093750 Single 0.000 0.0000 1.8125 4 1.6250 180.000 0.093750 Single 0.000 0.5000 0.8125 5 0.5000 -90.000 0.093750 None 0.000 0.0000 0.2500 - - -CF -Version-6.0.0 - --.- Page-3 - _ Section: (2)3.625IN x 1.625IN Stud 18ga x(2)3.625 IN x 2.0IN Track 18 ga brace.sct Paul J Ford And Company Paul J Ford And Company 3 Rev. Date: 8/13/2010 9:11:09 AM By: Paul J Ford And Company Member Check-2007 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 26.000 ft Ly 26.000 ft Lt 26.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 1.000000 in Cmx 1.0000 Cmy 1.0000 ey 1.000000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k4: 0 k Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.1570 0.000 0.0000 0.000 0.0000 Applied 0.1570 0.157 0.0000 0.157 0.0000 Strength 2.0302 19.808 6.8702 14.521 6.3255 Effective section properties at applied loads: Ae 1.28669 in^2 Ixe 2.7183 in^4 Iye 1.6203 in^4 Sxe(t) 1.4654 in^3 Sye(1) 0.9591 in^3 Sxe(b) 1.4654 in^3 Sye(r) 0.9590 in^3 Interaction Equations - � NAS Eq. C5.2.1-1 (P, Mx, My) 0.077 + 0.008 + 0.011 = 0.097 <= 1.01/; NAS Eq. C5.2.1-2 (P, Mx, My) 0.011 + 0.008 + 0.011 = 0.030 <= 1.0 NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(0.000 + 0.000)= 0.008 <= 1.0 v" NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.000 + 0.000)= 0.011 <= 1.0 KL/r exceeds 200. CFS Version 6:0:0 Page 1 Section: (2)3.625IN x 1.625 FLANGE STUD 18ga.sct Paul J Ford And Company Double Channel 3.625x1.625x1.625-18 Gage Paul J Ford And Company 3 Rev. Date: 7/20/2010 2:15:12 PM 7 By: Paul J Ford And Company Section Inputs GFS Version 6.0.0 _ page 2 Section: (2)3.625lN x 1.625 FLANGE STUD 18ga.sct Paul J Ford And Company Double Channel 3.625x1.625x1.625-18 Gage Paul J Ford And Company Rev. Date: 7/20/2010 2:15:12 PM 1 By: Paul J Ford And Company Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Connector Spacing 12 in Right Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.6250 270.000 0.093750 None 0.000 0.0000 0.3125 2 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.093750 Double 0.000 1.5000 1.8125 4 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 5 0.6250 -90.000 0.093750 None 0.000 0.0000 0.3125 Left Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1. 0.6250 -90.000 0.093750 None 0.000 0.0000 0.3125 2 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.093750 Double 0.000 1.5000 1.8125 4 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 5 0.6250 270.000 0.093750 None 0.000 0.0000 0.3125 i -- ._ - --_.CFS-Version 60:0- Page 3--_.------------ - . -Section: (2)3.625lN x 1.625 FLANGE STUD 18ga.sct Paul J Ford And Company Double Channel 3.625x1.625x1.625-18 Gage Paul J Ford And Company Rev. Date: 7/20/2010 2:15:12 PM Pc 4/ By: Paul J Ford And Company Member Check-2007 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 18.000 ft Ly 18.000 ft Lt 18.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 . ex 1.000000 in Cmx 1.0000 Cmy 1.0000 ey 1.000000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k4: 0 k Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.1570 0.0000 0.0000 0.0000 0.0000 Applied 0.1570 0.1570 0.0000 0.1570 0.0000 Strength 1.2267 3.4851 1.3191 4.8411 3.0078 Effective section properties at applied loads: Ae 0.69859 in^2 Ixe 1.4435 in^4 Iye 0.5032 in^4 ' Sxe(t) 0.79642 in^3 Sye(1) 0.30965 in^3 Sxe(b) 0.79642 in^3 Sye(r) 0.30965 in^3 Interaction Equations ` NAS Eq. C5.2.1-1 (P, Mx, My) 0.128 + 0.047 + 0.036 = 0.210 <= 1.0v NAS Eq. C5.2.1-2 (P, Mx, My) 0.017 + 0.045 + 0.032 = 0.094 <= 1.0 ✓ NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(0.000 + 0.000)= 0.010 <= 1.0 ✓ NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.001 + 0.000)= 0.026 <= 1.0 ✓ KL/r exceeds 200. CFS Version 6.0.0 Page 1 - - Section: (1)3.625 in 20ga stud.sct Paul J Ford And Company Channel 3.625x2x0.625-18Gage Paul J Ford And Company Rev. Date:8/16/2010 3:28:35 PM By: Paul J Ford And Company Section Inputs f - _ ----CFS Version 60.0 - ---Page 2 Section: (1)3.625 in 20ga stud.sct Paul J Ford And Company P Channel 3.625x2x0.625-18Gage Paul J Ford And Company R 43 ev. Date:8/1612010 3:28:35 PM By: Paul J Ford And Company Material: A570 Grade 33 Apply strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 52 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Stiffened Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 180.000 0.093750 Single 0.000 0.5000 0.8125 3 3.6250 90.000 0.093750 Single 0.000 0.5000 1.8125 4 1.6250 0.000 0.093750 Single 0.000 0.5000 0.8125 5 0.5000 -90.000 0.093750 None 0.000 0.0000 0.2833 Member Check-2007 North American Specification - US (ASD) Material Type: A570 Grade 33, Fy=33 ksi Design Parameters: Lx 10.0000 ft Ly 10.0000 ft Lt 10.0000 ft . Kx 1.0000 Ky 1.0000 Kt 1.0000 . Cbx 1.0000 Cby 1.0000 ex 1.000000 in Cmx 1.0000 Cmy 1.0000 ey 1.000000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k4 : 0 k Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.1570 0.0000 0.0000 0.0000 0.0000 Applied 0.1570 0.1570 0.0000 0.1570 0.0000 Strength 0.8498 2.9836 1.7391 1.3645 1.5039 Effective section properties at applied loads: Ae 0.33802 in^2 Ixe 0.70413 in^4 lye 0.12559 in^4 Sxe(t) 0.38848 in^3 Sye(1) 0.23438 in^3 Sxe(b) 0.38848 in^3 Sye(r) 0.11531 in^3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.185 + 0.054 + 0.129 = 0.368 <= 1.01/ NAS Eq. C5.2.1-2 (P, Mx, My) 0.041 + 0.053 + 0.115 = 0.209 <= 1.0 V NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(0.001 + 0.000)= 0.023 <= 1.0 V NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.004 + 0.000)= 0.061 <= 1.0 i " , 1 1 1 I 1 1 1 I 1 1 .. I 1, ) ) , ) „ ) ) • , , L_4_,..4.___4_14_4_4_4_4_4_4_4•_.t, ) ) , 11 , ) , Iiit ' l1111 11111 { 111 , 1_ 11 i t ) 1"-----,---1--- }"----r"-- -----1-1--- ,---1--------T----7 :.- • 1--- t . i --t-- . ' f I 1 1 . ,. - . i i ', Ill I L,..,, 1 i --1"----r ---r ----e 1 -1— ----,-- .-1 i--------. --r—1-------+ -4- +- 4 -1-- 1: --4-- -1-- -i— 4-4 •-+--4-----4-4 —4.- ; i , : ) , 111 , 11 , ) Iiii 1111 ) 1 ) ) 11 1, 1 ,17.■ 11 : , 1, i , -I— — -t. i--- i.i- svi--4 .„ I. A_ „, .„,L 1„._ ...1„...,....1_,L, „L....-1, 1, ,— - , . < , k . > 7 1---1-1---f--t--4"---4-----4— , • , , f 5 1 1 ; ; ^ ,, 3 3 1 1 s .1... ; I ,: , : * € i 1 3 3 1 ILI —, „.-11...,, .---- .—,, ....4.,-- —.....„--4„,.,--„,--„.4.„-. 4„...„ ,:----1.-17,+„--4---1--fm ' --I 1 1,„.. --4„1—1-1---1.--' —1—„---k-1—1—4-4.-4-4-4---- --- - 0 1 i i 3 ' 1 - Z : ii 3 1 • ____,1 1 1 1 1_ _. 1 ----, , J,---I—J—J-4—A-1--- ----1----L i , 1 7-- , II 111. 111 ; 1HI , • • ) ill ) s ) 11111\1) _.„1_,A___„.1_._ ....,....±.„.__4_ ,..,_.4._,.,„...„....1_„ ks ..01....._....„.....+„„ _1„..„„„„.1_,....._.„„.1...,.._J 1._ s .1 . 1 1 1 1 1 1 ) -1 - 1--1---1 ---r—r -- ---1--I — H I 1 _4_,....„4._„..„..._„„„.1.,„,,,.„+„.„„4.„,_ 1 1 1 1--.., i 3 01 ; ir i 4---1---2—+--1- – -- –f---- 1 1 14_, 1 li ----T-4--"+"-------r-r-± ,---"tz"-- -- ,,,----"r-4-"---- ----t--"t----.1- c"----r---t-i , ' +----).---t---t-- - - -i---1---t-- ----t-- 4 .. 1 . 1 1 i 1 i 1 1 1 71.7 1 1 1 -_-21__-- , w ..,,I– 1 , , iiiiiiiii 1 I w _, .... i i ..• „..., N.,., , , , , , o i i i r ----r– ---t– 1 - — .• < >- w :5 1 i 1 1 , , i • •I , . I f t. .1 CL 03 CL 0 .,,..,4„.t. t_t„„„„ . ,..,••fs,: s._..._4(., V„H . , , ,..,..,.__ _ — „,„— ,__1-1_,...± ! . } 4 4...„ . 1P 1 : : . ! 1.__4„4.”,„,4_ .._• ._,L,.... ......- 4,3—1--1— , - , i -- 1 T ---T---- ' i ' I „,1 _......1„......, , w„, .1_,„„ _; „..s.,..,...4_„„ , „,...._ , ) •• _1_1_ 111111 ) 111 • 1111 1 .,„.. I Il 1 1 — ----T----r-i- - —' i - •• ---t- -I- i • -I-- ' 1 il 1 ,. • 01...,. 1 1 ,..,,v _i_ • A .: ... 1 ...4_,..._,Hr_ _in„._4_,.,,.4_4...._4,„,„„w_r_i 4_4._ : __1. . ; , 0 -1-11 . 111, ill -T- o , • 11 , 111 ' ..,.._1_[_.1,...4„..1_41u _ . _,1„,„,...„..4_1„._„.t_t„„..._÷,_÷.____i_4_...1_,H_..r.„ >. co Lo v3, 1 , , 1 • . , z Et ' iikk ii): 11 , , , 11 ,L1 v i f I.,_ 1 . ,1,, 4 < w IA 11 al t in 1 1 M $ ' . i .,,,.1,.. .' -+--t —',-----,- ——or—---or-t-----t----t—t—t—t—Jr— i , ----T-1-----t—r---r-1-4-1-1--• ••—f1---- 0 z 1-: '4. t 4 +- ,i--- + , • I 0 . Al -I.4.A.--,,i, „,4_, 4___HL47.1.741 4..„_„[_..4„_,I, . .....i„._+„ . __,...t.„..11„„ –I--vi eV 7 ea LLI CD I 1 1 LI 1 i 4 1 4 1 , , 1 1 —4% , i : 1 --"+--- '---k----f--t— --+---4- - - .,..-NI, -[_1%"2,..,„„,...„,,1 ' __L„._. ,..,.„, _,..„,_ i_ 1 0 , I 1 i I 1-.i ' 1 1 r ---r i 1 ' .----"4---, , 1 t f g cfi. _ : .— _;,,_ ...__J4_4. „ .:_„....1_,(y_ „ ,..„..1_.,4_,, ,,,,,,,...4..,..,,,....__4__, _,,i,, ., , 0 0 - 4 A ; ' • 1 i : —..F. , u_ D ct i 1 i i VY ky 4 1 t 1 1 1 1 1 1 — ---.1.-1--- „,„ :—„t——4--- „.-4--: — —:—.„--L..— (.4_4_, , „„„„f.....,.„...._4_,...„,_1._ _4_1_,_.,.„±___ _ „4_, ! 4..._„±_- i 1 k ' ' -'• i , 1 i , i - , 1 i 1 __„4.1_4...._,:fL___, „i„..,„,„,„ _. _,., : ___ ... „„„ :_ , ,.__. ,_1_,,,,i H, 1 1—%,_. _ , !. , -N 0111 , vj 1 : "1-1 1 ___1..___ .._, s__i_L_ ._ . , _.t...,_,' 1 i i 1 i i 1 I I i ' : 1 1 i , 1 i 0- co CV 0 ---"/ 1 r 1 -i-- 1 - ” ,-iciA V9---i ...."---...., 1 1-7------1.--r--T-r----"-i----r-----t-----1--- "---t----- • i-- I —11— 1 __,,,i .1, 1 tTi— „,-„„ 1 ...__ __r/„4_4_1__,+_1_4_,_[„—T1 Ii_. c__„,____i„_7...„,..trl "1---r• -1—t— ' 1-1---1-- '-- i ---I-- , i iiiiiiiiTIfiii , , 1 = , .,__ t_ _........p.„."":_r___r_t......v,..,..1_t_,,,,,_...r,„..._1_ _ _ ,1_ h, „„I ...+ 7.:.„7+,_f_' ,.4,...._,.,H, , , , = i . 1 R , g rm=Th ii3illi 111111 1111 , 11 lir ...____1 ._,_...t.„1 _l_f..„.4._,.......k.,,..4_,_+L.._1„.,..„..4_11,„.....4_,.._,..., _F......_,„+_±.......t...._+_4_.,.._,4_„„ '.,..-- .....,..,4,-...-4.-- — + t , : :: 1 .111 1111 ', lig , ,k irilii [ Mil il. i, ; 11 % - : i . 1 I ` i _ - __ MH16.1: 2008 (a revision of MH16.1: 2004) ea w,erican Natiooa,S� ANSI sfe,c.,p, 0*7 rei 051✓1 ♦ 6 -1/3 Ac' 45, A:a/j1\5 / e cd Spec! Ica ion or the Design, Testing and Utilization of Industrial Steel Storage Racks 1 ROCK MAMOCTLIIIERS INSTITUTE An Affiliated Trade Association of Material Handling Industry of America MHIA is a Division of Material Handling Industry 8720 Red Oak Blvd.,Suite 201 Charlotte, NC 28217-3992 standardsfamhia.orq ©2008 by Material Handling Industry All rights reserved. Courtesy copy provided by RMI in recognition of RMI's 50th anniversary • .� t }r. I r_ A3 2.6.2 Minimum Seismic Forces The storage rack shall be designed for the total minimum lateral force as determined using the following considerations or alternatively the seismic design evaluation may be performed using a displacement-based method,such as the method described in Section 6.5.1 of FEMA 460[4]. At-Grade Elevation: Storage rack installed at or below grade elevation shall be designed,fabricated and installed in accordance with the following requirements: The seismic design forces shall not be less than that required by the following equation for the determination of seismic base shear: V=C8I W$ where: CS= the seismic response coefficient determined in Section 2.6.3. 1p= system importance factor. 1p= 1.5 if the system is an essential facility; 1p= 1.5 if the system contains material that would be significantly hazardous if released; 1p= 1.0 for all other structures; For storage rack in areas open to the public, (e.g., in warehouse retail stores), 1p= 1.5. If a displacement based evaluation of the rack structure is performed in either of the two principle directions of the rack, 1p may be taken as 1.0 in that direction. WS= (0.67xPLRFxPL)+DL+0.25xLL where: PLRF=Product Load Reduction Factor Seismic Force Direction PLRF Cross-Aisle 1.0 Down-Aisle PLAveiage PI\Maximum PLAverage For warehouse retail stores, open to the general public,PLAverage shall be taken as PLMaximum• For all other types of warehousing PLAverage is the maximum total weight of product expected on all the beam levels in any row divided by the number of beam levels in that row. PLMaximum Maximum weight of product that will be placed on any one beam level in that row. 7 Courtesy copy provided by RMI in recognition of RMI's 50th anniversary FA4\Air \ , Above-Grade Elevation: Storage rack installed at elevations above grade shall be designed, fabricated and installed in accordance with the following "a requirements: Storage racks shall meet the force and displacement requirements required of nonbuilding structures supported by other structures, including the force and displacement effects caused by amplifications of upper-story motions. As above,Ws= 0.67xPLRF xPL +DL+0.25xLL 2.6.3 Calculation of Seismic Response Coefficient When the fundamental period of the rack structure is computed, the seismic response coefficient, CS,shall be determined in accordance with the following equation: CS = SDi TR where: Sat=Design earthquake spectral response acceleration at a 1 second period,as described in Section 2.6.3.1. R= Response modification factor R=4.0 in the braced direction and R=6.0 in the unbraced direction. Higher values may be used if substantiated by tests. T= Fundamental period of the rack structure in each direction under consideration established using the structural properties and deformation characteristics of the resisting elements in a properly substantiated analysis. For the unbraced direction (moment frame), the period shall be determined using a connection stiffness, F not less than the value from Section 9.4.2.3 or Section 9.6. Alternatively,the seismic response coefficient need not be greater than the.following: Cs SDS R where: R is as above S03 = Design earthquake spectral response acceleration at short periods, as described in Section 2.6.3.1. The seismic response coefficient,Cs, shall not be taken as less than 0.044Sps Additionally, in locations for which the 1-second spectral response, Si, is equal to or greater than 0.6, the value of the seismic response coefficient, C$shall not be taken as less than: C �0.5S, Cs R 8 Courtesy copy provided • by RMi in recognition of RMI's 50th anniversary RffiT Gomm e.. `•/ f\ P ‘ Commentary to MH16.1-2008 Commentary on the Specification for the Design,Testing And Utilization of Industrial Steel Storage Racks seismic event;and those installations located in warehouse retail stores where the rack system is located in an area open to the general public. In such a warehouse retail store, unlike a sparsely populated typical warehouse and distribution center,large numbers of the shopping public can be expected to be within the rack system during business hours. The consequences of a rack failure,in this environment,dictate a higher level of performance for such systems. The 1p factor of 1.5 for warehouse retail stores is equivalent to having the racks being designed for maximum considered event performance,which is consistent with the stated performance goals of FEMA 460. To properly account for the fact that the product loads placed on shelves are often less than the capacity for which the shelves are designed,the product load reduction factor (PLRF)is introduced. Thus, in the longitudinal (or down-aisle)direction,where there are numerous repetitious pallet positions,PLaverage is defined as the maximum total weight of product expected on the shelves in any row divided by the number of shelves in that row. PI-maximum is defined as the maximum weight of product that will be placed on any one shelf in that row,this being usually the design capacity for the pallet positions. With PLSVefage and Pt-maximum,the Product Load Reduction Factor(PL,f)becomes simply the quotient of the two. This reduction is not permitted in the cross-aisle direction. The factor of 0.67 applies to the loading considerations under seismic events. It does not apply to vertical load under any load combination nor to the fraction of vertical load used for restoring moment in the evaluation of seismic stability. Research has shown that there is some friction inducing,energy dissipating,relative movement between the rack and the stored product during seismic motions. The 0.67 factor represents the fraction of the dynamically active load on a fully-loaded system that is likely to be felt by a structure in a normal application,and that needs to be taken into account in the determination of lateral loads under seismic events. If the designer knows that for a particular installation the dynamic portion of the load is likely to be greater than 67 percent,then such a higher magnitude should be used in the determination of lateral forces. 2.6.3 Calculation of Seismic Response Coefficient The seismic response coefficient Is intended to be a site-specific value;the magnitude of this coefficient is affected by the characteristics of the structural system through the values of R and T,and also by the characteristics of the soil underlying the building on whose floors the rack system is founded,through the values assigned to the various soil profile types. T is the fundamental period of the rack structure. The factor R is an empirical response reduction factor intended to account for both damping and the ductility inherent in the structural system at displacements great enough to surpass initial yield and approach the ultimate load displacement of the structural system. Magnitudes of the spectral response acceleration Ss and S1 are to be taken from the accompanying contour maps or USGS Open-File Report 01-437"Earthquake Spectral Response Acceleration Maps"Version 3.10 as specified by the building code authority. Period computations must employ rational methods. The empirical equ ations for buildings are not applicable to storage racks,and cannot be used.There is no restriction on the period thus computed (ASCE 7 15.4.4). In the down-aisle direction storage racks, typically, have much higher drifts than buildings, resulting in much longer periods than a building. 13. Courtesy copy provided by RMI in recognition of RMI's 50th anniversary PAUL J. FORD AND COMPANY iiSTRUCTURAL ENGINEERS 250 East Broad Street, Suite 1500 • Columbus,Ohio 43215 p.' 17.r CA n n:n ! ,,f -1 -0 AUG 1 '7 2010 Washington Square Express Tigard, Oregon PJF Comm. Number A35010-0065 August 12, 2010 Structural Calculations r ( for Storefront Framing , rvt'"---------'- en •.. .. , / „7/3'.'"-- ::•(.„11\7 ,;;L''b,,, 4)--,,- ,/ 6.7639PE ',....Jr , ek ‘`\ .„... ,_. ..... ._ COLUMBUS, OHIO • ATLANTA, GEORGIA • ORLANDO, FLORIDA 614-221-6679 706-369-1212 407-898-9039 FAX 614-221-2540 FAX 706-369-0044 FAX 407-897-3662 ,. . 211 . PAUL J. FORD & COMPANY PAGE STRUCTURAL ENGINEERS BY C? E. BROAD ST. SUITE 1500 PROJECT Ep re #ao COLUMBUS, OH 43215 I CLIENT .' A I OF 7 xss LID: 47,1 PROJ# A 35-01 0 _ 00,c73.- . . . . , , .• , . . .• : • . . .,. - . .. • • = . . , . . .. : , : . : , : • , . - ; • :: . , :: . • , : • .: , : . : : . , • • , . . , • . ,... .. . 5 . . ; . ..• .: ; ; , , . .• ' . i ..••' . = .• . : : • • . . : . . .., ; :•' : .. . .. .. .: . : . . . ..1 . .' : . . .., . , .. , :: • • :. . : . • , `:; , ---ir• , := .. ; , :: • i: ; . i:. ; :•:/"' 11 'i. c 4, .2. 1. c . 4; /-i CO r1.2-I,ti i''P:"..; ,=,-.0 Cy i,,. •= Cilf==s i].,r\ 1 c, ,::,VC 2tirci:, ,..,,pc:,0 I :>, 1 L.,0:01 e I Pj.C.,0 7 1.1 ..; • „ . , . . . . • • . • . • ' • . . . . : : . : • . . , : : . : . : : : : . ..• : : . . : . , :i-- •:.*--•-, -'::' :: • i.:. ------ i: • , , „ . • . . „ .. .. . :, • :. 5 i .. ' .: . . • • : . • , . • • , : .• • • : : . • : • : : „ : . . . • , : • • : .. . . . . •:.• ,.• :: :: - :: ,..; -• i:-.- ':: ; - : 4- ....1..- :: :: = , ', •, = , --,::,-- • ; ,..... :: • i.: 0 1-erpii:-.;r.,4 1-j.: 0 014...... , • • „ , .• • • : • .• :: .. , . : :.• . • • • • • . • :.•• - . . : : • : : ,:: ,- 1: -- .: - -' •; ';;-” ' - . .• • . .• . . . . . . . . .. . • , • .. : .. , .. . .. , . • . • , . • : : . . . . . . , • .• . : : ..• . : .• . • . . . ..: : , . • • . . . : . .• . . . , . . :1. :.•• , I) , r.4 :. :,.)+c i-e±rir‘,.. : V e of•i : ; b r ci: , , . : , :: ...• :: . : :. „ . .. , „ .. , „ . , • , . .: • • • • • • • • • • • . • • ii • . . . . . . . . . . . . :: .. • . . , • : : . . . . . . • • . . . • . . - • • . .•• : • : : : • • , • . . : .. : • . . : • • : : : . . . . . . , : . . . . . . . :. .• . .. • . . • . • . : . : .• :: . .• „. : • : . : , • • : : :: : : , . • . :: .• ..• : :: . : . . :••• : .. .: ....: . .. • . • ..• : • : • , . : • . • . : .• : , : . : ,..-1 • . • • • • • . • • , : : . . : . . . tr -- i;D . . . . . . . . . . : .• . : -;..:., . q n e. , . . . . . . . . . . . . , . • . . • : . : . . : : : : I 3 DI=4= ,:b.,-•,i . . . . . • •.' --,. , i ;,.., , , : .. ;, . . . . . • 5 ii,/ :r= ; .• .: a I ' -1): I .. ,• • . . . .••: • : • : . . . .• . . . • .. .: ., .. .. . ... ., .. • :: ,, :: •.: F5- •,,:c..f p s . . . • ,— .,,,,. , :: , .1,.• 1.,,,_ , ..„ „ 1 n r 4/ 3 !! , • : .. • .. • , ' . • • . • :• • . . :• . . .. • . • • . .. • . :. • . ., • . ,• • . „,,i P,---,,,,,- ':). iLL:-.. .,la..,..,...c.....,...,:_..,......,•i,p,..,:,,L„,.„.J....„, _:!,.„ .:: -:: •., •::, „...„ ,,• i i„ _, 7 — . . •I :. , r-••• , , : : : : .. .. .: , • • • . • . i ,pt, ...„: L:.,..,.;,., :: 1-i,j-,-, ." : ■-) :',,p$; • . • . . . • . . , i . . . . . • . .• . • . . • .• . , -•- --'::-----.-;:.- ---i- '''''''.: ". ,to„:„.....,..w, '• ••ii4..:•!,•,. ; ', :: , • ': I: :: ":: .: .: , . . '' ', .: 3_• '5' : , . • i' „ . • . -. . • . : •.: • . . •• . . .Z7 .. 1 .. • .: . '• ,„'4,.,,.1 ,,),,,e,.f + niCC;,..fr F....!7f.„1.-„.'"j.T.'`.....,...r. 1e....:Ie.,,.........fX..3fg17.1 - ..... . ..--1-„....1,...,,,,,...., ; . . .: • • .• •• .. • . :: • . • : • • • .• . : . . . . . . '. - ; '..: - ':: --- -'...---------?: ; - ,: - -'...--- -..-: •- •-'..-• - -..', --- '. ::' i .. . : . • : . . , : „ . .. • • . • . ., . . : :;• • • : : .• : : : . - • :: : :: .. , .• , . : . : • . : • • • • . • • • • • • . . . . . , .:• . . . . : . . : : . : : : • , : . : • i . . . . . . . : . : • . .: • --- ''.: - - '-'I'e- - •i: - '.; " ,; :.: ' 'ii - i "::•' :: - ;:*- ":• • i --;' • : 'il .: .,: ii :: ''. ,•• :' . i7)N1 1 C .i /.7.:.• c --.4. gy,i ...j t,',5 • .: L. ;Gc;•-•-::.1. .1"" L.:- - i .: • ; • • , • .• : . ,• • . , • . .: . : = , „ • „ , . • • . . „ i.,,- i.: •, , • . • , • . • , • • . . • ; : . , • . , • . . . . . .. : : . . . . . . . . ; ..: . . .. . ; . . • , i , . • . . . . . . . : : : . . . . . : : .. • . : .• : : : . : . . • . : : , . . . . ,... ::,. = i; -''.: - • i: •;- ,= : :, ; ,; --; ; :: :',.,, .,:. •i:. . ;..... ...• , 1 :. .... : ::: • u ...: i.:. •. ,., ,./..-il ,,,,,, 3 C 0 rt.:in '6c.-;=fic; ; CO..p-pd,r-,,,,r:t.' ii,i)e4 ..--, , ,r , 1„.„..;t:,,c.;--:-.esr : 1 j; : • „ : : . .. . : . • r .. „ . .. . . . . • . :. : :• • • . . • . . • : . • : , • : . , : : . . : . . : . • . • . : . . . : . . . . : : .;... - -::.---- ::' ; • :: :: ;. .: i ••: -- - :: -H: -- -: -• ; - •:- , • i:- •... , - t' • : ••- i.: -,•-'•-•--- 5 li ••• : • 2 . : . ..• : .•• , . • 1 11 0" ; • • . . • , .. .. .., . , . • , : . . :,, . • „ . r. . • . .19 o •S 6 3 '''''a ,,,,, :; .: -;..... ---;.-- •. • ; , --..,• , ....t.- ,• • :: • -:: ••::- • :•;-•-•---.,:--- (R ,i; - , • •,,x- f =t ! . . . , .• : .• -T , • c • i C : : ■ .: ,, [ ,")... . .7.. .iQ,...71 . ::k.= .r• c* Pi-I:PC.,r.lcc') ..:. . ... ..•.... -'.5 . • • : • f; . ;.,.....„.. .:!....? =..,44,,ii, :i =.=• :, v, . . . : . . . . . . . . ; ' ; 1 , , • • :: • . • , ; . . • , . 0 ii: ).0 1 ,• . • . . • . . . . • • . , : . . . . : • : • . : . .• . . •ii- .:: -:: • • .: . :1 0 , x./ ': . • . , ' . - :K 7 1 S. 1 • • • • . • • • • . • • • .._.... :i i, •J(1 KvD , ': :: :: il : „. - f . . . . . •:: , . .: . . .: . . . . : • • . .: .• . , .. • , • . . . . . . : • • , . . . .•z/Ili. 1/1 .: .: , •:, :: -: iFD V- 1 6 :S.p '. : iV., -I '.: 1 ILI W Y 6K .: • , ---;R ; --4 .----*+-4---• i ; ', ; :,I := 1 J 0 :: , ; , ; . • , , • , ' ' : , . : . . . . . : : . . • • • : „ , , . : . . . : : . : : : ..• .• . .• . . . : . ,• : :0 \ > ..4_,6^ 7 1r .:T ,i.,.: :•; .. • 1 ...Q . ‘/,• c„K .. . . . . . .:. , . : „ .• : . . ' . . • . ,„ ,:•,,, , •....: ,,,,,a_.]i:„.„D, ::, -,,,, : - • , ,,‹,, , , , .:, :• • .' • .• • .: :• i • . . : . . . . : ,• . , . : . : .. : . • .• • • . : • . i:: :• . , • : . . . . . •, 5 : • % ? ; % :•:' .4? % ?:::'' ; B A 0 , j - 'f ii' •, j . r 4.% i r L; ecocise i-,.u:) i • ,, ii-.,•-• used Tc/of d icip i or .W 0 1 1.x• ::I.9 1 '.,, , . . . .. • • • ' , . . ..• ; .• . . . . . : . .• . : • . , • . , . .: . : .: . „. • .. •• . . , . , . , : .. . . ...• . . .• . , F i•-.! •-,, , . ;: , I& : t}, ,.,t\.,./1,, ' 1: 14 , 1:0 Li Vl, : .. :• :: .. , . ..•• ,•• .: . : . , -,., 4 ' ',.' • '• ••,- :. ;..'' - . 'g ?. ''' , , ■ i i g i 6 ; : 5 , 6 % i 6 .• . % li . . : . • ..• '?%% *- '':::" %. :.."`?"'".?f?' 4‘' i'- :=. - ::- ---;. -; -;--- - -;---.;.:----;-•-.4-- ;= :', -..-==-- 4- .j". ::;- -;: 4.----;-, :: .•••' :.• , ,i • ; i., , , • , :: . :: , . , :: ; : . , . 5 i i: • : , , .• . .• , !: 5, . • , : , • • , ' . . . ; • , . , 5 • • . . •: :. .. , • . * 1: .. • ; :. :.. • ... .• % . • . , .. .. • i; ; .••• , • • • •• , :.• % : • , .“?`?".'). `?%:, i': i ::!" "?: -". ;''. ';` ... 4%'?' "H:,?" :".. •i'' ?"; % ; ;'?" `4?". '.; "+"` ?.ii"' '"''. .• '• In :'''w ::"• .; ••" ' . i . • • • • . • • . : •'; . . .• % . . • • • . % • • , • .. . : • • 1 . : • • • . • . . ..,. • :: . , . . .• , . : ; : • :• * .. •• • • % • • • ' •-•-"''•••:;"" --:; ' ---:;' ';. ,.... :5 '.:' •; - :.. ' -?- • : •••‘•4••'-'•`"--4".-'...••-•::-••• -;.• ----;•••••,------: "' : ,•'. i' ,:' , % :. • , ii " ...-r• : ••: :: , il , ... , :: •-• , i • :: • : ; ': ,• . : . .••• ,•• . . . :•• • .• • . il ..• .. : : :I. • . . , •: : .: .••• : • i . Pa Conterminous 48 48 States 2005 ASCE 7 Standard Latitude = 45.450249 Longitude = -122.783484 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 0.947 (Ss, Site Class B) 1.0 0.341 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 45.450249 Longitude = -122.783484 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.121 ,Fv = 1.719 Period Sa (sec) (g) 0.2 1.062 (SMs, Site Class D) 1.0 0.585 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 45.450249 Longitude = -122.783484 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.121 ,Fv = 1.719 Period Sa (sec) (g) 0.2 0.708 (SDs, Site Class D) 1.0 0.390 (SDI, Site Class D) , allPAUL J. FORD & COMPANY PAGE 3 OF STRUCTURAL ENGINEERS BY DATE 250 E. BROAD ST. SUITE 1500 PROJECT COLUMBUS, OH 43215 CLIENT PROJ# • r,`i c r )e ?• r•. -4: f r y17 i • • 1 r • • } i + I' r t .: • ? rver' • • � • :::.:::...:::::..:: :.::.::..:.:.:i::n,:».::::ns':n,..v::...:.:;:.v::.:vw::v:}»::::::::::-.::::...::::.:.... ..... ....-. .... ........ ....• ' — :::::.:..-::..: -V61TIQ,T 11.2 I'-T 1014(MO,T ........:.......,.......n...,::.».w.»:.v::,.:.v::.»vn-:..:::::.. y......... - TO MO W(l].,lQ6tl,T� op, IT.WlKTl1p1',,CQeOl0.T10`tl 0 1 iI 1 ( .: t 7 Lj . msT,xsea : n . .,-...::::.,.»£-:.�..•xn-.,:y.::.»�.•,::::..w-::.::::.,.,.:n:.:....:.:::....»r.. ..:.:..._.... .. ....._ ----.- ..-..... .-..... .aT��. r+ • (�i G"S' L �Y• S�} ''G cY 3 F �Gr r sr:...'.. OGCS • VT �. �lli : �a ..a— pi 1 ' l' C / • s TTI WU IIOf[D +RK I G0/TO VGT I II eh •• »: ..... UMW./ I 1(�l c �, �La n I K je- 1 • i r . .Ce L. - ,A . JH — Lit ,x; ,1 u[a HMO I • n OAT 04 MOlR KTWT® •.}:.�.s:v:::x»:,:.:...:u:.:..:::.....:..:.»>.y;.,,:.a.,...:5..::.::..,.,.::,-}v:...::::o MTV.,(1PLT1 Y.ON MAYAlt,1 M OC. STOREFRONT SECTION I I F ' , i,�t(' .� ni � ; � § ' K >V 1. i : • I : rr� r 1' i e r` , J 'c' t v` o C C D �' h } : • e. �C :y ::::.::r.:.::.: :...r:: XG'' �.n.-...:. ...:....:..d,:.,.,., .:..n.. ..n•:.,-. .r.,.. .....:. ....... ........ ..................... ......... ........ ..+-..:x.: .111 ; t:: � ....... ....... : _,f A I : x .. : } ♦...:,:,...,.:.:'..,,».:x»:::`..nr.:.....::.;. :,::.::..:..:::.:;::..::...:.::..;:.:..,...,,....:.:.:.:.,.w::n.:.:::..,::»,..,,c.:.n.....:.:,..,..L.n:.::::�,::.::w:.:.w.»w.,:,:»,.:::x:...:.` ::,: ..,. .w:..: :..,...::. :».:.,. ».n.+,h:.»w.,,..w.%v, .,. C i. .,S....} a ' 'l 517 -»::., :,:-..» ::::.»:,-:»::.r:.:,.::::-.„.,:::-:nCPw ». »w...r.-:::: :. »»ni...» wC:.» ,"r .),::.::x,M..a.:�:». P T r: �.,C C »;w».-i>n»-: w .::Swr S n.•:M»»»sw ,,:.!D d::::.., : tr , ,.»" » :, ..._...- ,. nx: : i r.».x.:r..,::::.:;:,.,:-r:n,:.:-.v..::.::,:.:<}n..:::n-:::.i-n,::.+.,::,.,„-:,.,.»:::.:,•.::.x.:n,-:::»,}:..:.»:,.,:r:.:r•.,,:.:»nxn;•.x:..:.w.,,.;w...•»,.,,w::w:»x».w.#•:,.:-::.+-:»:,.:,w,».n»,,:s::..,:.,»..w•r:. , :::., I �0 o } : ; ' : , •.: t • ;. • • s ..� v..S..0. � y } roxMG;t G4C. T+G ("EGrs `i p `r r fE � t' — I 1 : L . ; 2 2 i► Sep l m t S�U e i( • i , CFS Version 6.0.0 Page 4 9 ik Section: Section 1.sct Box 10x1.625x0.5-16 Gage Rev. Date: 6/28/2010 11:54:03 AM Member Check - 2007 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 15.750 ft Ly 4.000 ft Lt 4 .000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k(I): 0 k Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.0000 24.600 0.0000 0.000 0.0000 Applied 0.0000 24.600 0.0000 0.000 0.0000 Strength 9.7723 61.756 3.3369 17.340 3.6304 Effective section properties at applied loads: Ae 1.56098 inA2 Ixe 19.789 inA4 Iye 3.143 inA4 Sxe(t) 3.9578 in"3 Sye(1) 1.9340 inA3 Sxe(b) 3.9578 inA3 Sye(r) 1.9340 inA3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.398 + 0.000 0.398 <= 1.0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.398 + 0.000 = 0.398 <= 1.0 / Jl< NAS Eq. C3.3.1-1 (Mx, Vy) Sgrt(0.131 + 0.000)= 0.362 <= 1.0 1 NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.000 + 0.000) 0.000 <= 1.0 k : 66 7 ri 1 . = .`1.C k. CFS Version 6.0.0 Page $ 5 `` Section: Section 2.sct Channel 6x1.625x0.5-18 Gage Rev. Date: 6/28/2010 11:51:02 AM Member Check - 2007 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 15.500 ft Ly 4.000 ft Lt 4.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Red. Factor, R: 0 Stiffness, 14: 0 k Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.0000 5.400 0.0000 0.000 0.0000 Applied 0.0000 5.400 0.0000 0.000 0.0000 Strength 3.7103 13.471 1.4265 2.396 1.5039 Effective section properties at applied loads: Ae 0.44513 inA2 Ixe 2.3002 inA4 lye 0.1470 inA4 Sxe(t) 0.76673 inA3 Sye(1) 0.35660 inA3 Sxe(b) 0.76673 inA3 Sye(r) 0.12125 inA3 Interaction Equations �`'��„ NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.401 + 0.000 = 0.401 <= 1.0 / NAS Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.401 + 0.000 = 0.401 <= 1.0 ✓ Olt NAS Eq. C3.3.1-1 (Mx, Vy) Sgrt(0.127 + 0.000) 0.356 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.000 + 0.000)= 0.000 <= 1.0 w - 15 1 f I ,,rte x C= 0. a G to - . A} `1CJ ,/ i,lot, PAUL J. FORD & COMPANY PAGE ( OF STRUCTURAL ENGINEERS BY DATE 250 E. BROAD ST. SUITE 1500 PROJECT COLUMBUS, OH 43215 CLIENT PROJ# • • a Ell r. O f SG } • .: 1 !1 _ �: _ q G G S I I • /►� > ' .n Hera vnnar r-r ,e0196 AT (MW)OT T11[liO3 • .....?::.: f1WIWG tIFfMCQt AT i G U61 VOLT lNO. • •: ATTAd VOtnN1 TO ... .:......:..:..v.,:.x»::.::x..-... 0/ •wdetara cur' I *WW1 {�{-{ 1 i'.r W TX ♦ Oar I�l erro.mcATG.. : �✓f e't V 1 - -p ` kl.S' 1��' "r; �r:• r Mal se DETAIL ♦ ii I/{ ...v .........n....:.vx,:.v:,:,:.-:., .v;,•,.,, -:,,...,....;.:..w.. .oi .. I��.♦i.4i i- I _ 0. r i -eo er !u Dk r-<L r 9 A i —rn. ': : i i 1 INNS r - T z1 : — 9 ;IlS.Y nG V� VV l• , i, In I i i ' i 1 1 . E I ,IIIE.E!!IbfFO I X1111 I • • • • • r mail~' A.,,vAreq J 'T G t � l* - c. i G{G rG t t G r$S L : p P j '''t-- n+A Lc f er, csG<D t i' ) 6.t)l' 5 -, •1 ii ; T EF NT S OR RO SECTION ;....-....._,...:.....:....:......:..::.,. ii • • • r 9 �'n p- � p ✓ Z� � f r':1 1. Vie'' 1 >�F L [ f C• i e C : i L 0101 I to ve aI SOS , � l& ,i Ge : : ; E � r 1 T id 7 ) 31 Y T== G(1 !1�'� 1 GJ1 �CJ �°XI 1� (��S ,�cA � L°L't'.;�+" . i• •........::....y:....:.._,:,..a.»:,::::.:x:.:::..,,:.,•::x„-::.:.:.:....,:::::.:x.,:...-::.-:.�,::::.mss,.,:...,,.:,._::;:::::::::»-:i:::-...:.»..»£:x--�:.,.`:»:-- .,..,.• • •::,.:..:..,.,.::n:.x:.•,.w:-,.;:::::,::::,:-•.:::..:,, o.::.,,...w.w,.,-.::...:,::.:::,..:::::...:,:.i,:...,.,::,,.,..».:::.:...::::::....:.:::.::....,:...,:....., r,:,,::.::.:i,.:.,:::...,.i::::::.-,,:..,p.,:.::::::.:., -....:.- :._,,,. ..:.:.- .:..... .xw .,.:.. :..:... ..,: ....... ,.,..,. .....,.. ,.,.»,,.:i:..,.�..,:x.,» k :•.v.,..v..v:.:::».:.w:.:::,,.:.x:::::,.».:x.:»-.»-.�::::�......v:,....::wx:::::.,.:u.,,...:,.vv.:-.e...w::.»..v.,c:».v:::,:»:ia:::::::.w.v;.x..w:...,,,c:.:x.:xv::.c:...w.»v::::v„..:v::::.v.,J::.v:::.,.:.-vd:v.,v..:..,:::i.::,,:::..»:::':., w,, w ....:. ': '�w..,.x. , , : ' v,.n vm,,.w . , ` ....:... .»,.... ..:.+... -..-.... .,_.-... .:.,.:,. --,.:., :,...... n..... .,...:. :,.,- ..,w.. .v..:.. ..,...: ,....,.. ........ .:.,.. ...,.... ........ ,,,,v:a..»-xvn,v.i• • • i i Y i i •..:v,,..,w,..,:?...,:»•:..,,:..4..::. : : ww,: », .. . .. ..... :.,,.. ...,•:... ...... ...... :w - ., w:.v� ,w:nwi-.:.:.. L........:::..,4:.:�»,....:.i.,..-...,.:,v..i w...............v:.:.:.:,:..::i-.,.-,.::,::-,.::,.v::..»•.:.....,..:v.:.»:.:v....w.:.:.+`W.. ..C .. - - .. .... :::}:.:.:..::...... _.. .. i • • n...-,.w:,.,:•`v.,....,..v:_.v.hvw.,v.±--.,.:.....+4:...-.,v....-,y.,..».:...::i:: .. ,:..w. .,v..:. .-. .,., ..,w:. .w... ».».. ,.,-.v. .,...,-, .»».- -: .».»:. ..::.,..... .:..:- :..::. ,.....,. .v,,. ,.,•»,... • • • • • ,. .--...»::..•:.,-:..,vim......:.... :..v.:::..:.::.:.:...:..:,::.:�. F • • CFS Version 6.0.0 Page 4 7 'I,': Section: Section 1.sct Box 10x1.625x0.5-16 Gage Rev. Date: 6/28/2010 11:43:30 AM Member Check - 2007 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 11.000 ft Ly 4.000 ft Lt 4.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Red. Factor, R: 0 Stiffness, k4: 0 k Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.0000 17.100 0.0000 0.000 0.0000 Applied 0.0000 17.100 0.0000 0.000 0.0000 Strength 9.7723 61.756 3.3369 17.340 3.6304 Effective section properties at applied loads: Ae 1.56098 inA2 Ixe 19.789 inA4 Iye 3.143 inA4 Sxe(t) 3.9578 inA3 Sye(1) 1.9340 inA3 Sxe(b) 3.9578 inA3 Sye(r) 1.9340 inA3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.277 + 0.000 0.277 <= 1.0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.277 + 0.000 0.277 <= 1.0 NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(0.063 + 0.000) 0.252 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) Sqrt(0.000 + 0.000) 0.000 <= 1.0 (A, . 9,1 PjC r x = 17, 1 10,, 4,„ - G, 03 , )/attoo I Alio, it F AUG 17 um ,, ECLIPSE . , _ ,„,----„ ENGINEERING I, r1;' ''', , ,, . , Structural Calculations AUG 1 0 2010 <,..?' '-‘gh . . / Steel Storage Racks 1 c /4 .f 41' CC By Pipp Mobile Storage Systems, Inc. % �� F Pipp P.O. #075702 lir ,� •.G,,� Express #2049 r . Washington Square 9585 SW Washington Sq. Rd. , Space #CO3 Portland, Oregon Prepared For: Pipp Mobile Storage Systems, Inc. 2966 Wilson brive NW Walker, MI 49544 Please note: The calculations contained within justify the seismic resistance of the shelving racks, the fixed and mobile base supports,and the connection to the existing partition walls for both lateral and overturning forces as required by the 2007 Oregon Structural Specialty Code. These storage racks are not accessible to the general public. t ,o'' sic 155 NE REVERE AVENUE,SUITE A,BEND,OR 97701 i a �. PHONE:(541)389-9659 FAX:(541)312-8708 ` ��'� WWW.ECI_IPSE-ENGINEERING.COM ', 'f0 ' x Eclipse Engineering, Inc. EXPRESS#2049 8/10/2010 Consulting Engineers PORTLAND,OR Rolf Armstrong, PE Pipp Mobile STEEL STORAGE RACK DESIGN kips:= 1000•Ib 2006 IBC & 2007 CBC - 2208 & ACSE-7 - 15.5.3 lb plf:= ft Design Vertical Steel Posts at Each Corner : Shelving Dimensions: psf:= lb Total Height of Shelving Unit- ht:= 10.00•ft Width of Shelving Unit- w:= 4.00.ft pd:= lb Depth of Shelving Unit- d:= 2.50.ft Number of Shelves- N := 9 lb ksi:= 1000• Vertical Shelf Spacing - S:= 15.00•in in2 Shelving Loads: Maximum Live Load on each shelf is 50 Ibs: Weight per shelf- Wu:= 50-lb Wti=501b Load in psf- Wti LL•:= LL•=5-psf w•d Design Live Load on Shelf- LL:= LLi LL=5.psf Dead Load on Shelf- DL:= 1.50.psf Section Properties of Double Rivet 'L' Post : Modulus of Elasticity of Steel - E:= 29000•ksi b:= 1.5•in h:= 1.5•in Steel Yield Stress- Fy:= 33•ksi ry:= 0.47•in Section Modulus in x and y- SX:= 0.04•in3 r := 0.47•in Moment of Inertia in x and y- IX:= 0.06•1n4 t:= 0.075•in Full Cross Sectional Area- A P•= 0.22•in2 hc:= 1.42 in bc:= 1.42•in Length of Unbraced Post- LX:= 15.00-in Li.= 15.00•in 1.1:= 15.00•in Effective Length Factor- KX:= 1.0 K Y:= 1.0 Kt:= 1.0 Section Properties Continued: Density of Steel- psteel:= 490.pd Weight of Post- Wp:= psteel•Ap•ht Wp=7.4861•lb Vertical DL on Post- Pd:= DL•w•.25d•N + Wp Pd =41.2361 lb Vertical LL on Post- P1:= LL.w..25.d.N P1= 112.5 lb Total Vertical Load on Post- Pp:= Pd + Pi Pp= 153.7361.Ib 1 Eclipse Engineering, Inc. EXPRESS#2049 8/10/2010 Consulting Engineers PORTLAND,OR Rolf Armstrong, PE y` Floor Load Calculations : Weight of Mobile Carriage: We:= 90•Ib Total Load on Each Unit: W:= 4.Pp+ We W=704.9444 lb Area of Each Shelf Unit: Au:= w.d A„ = 10ft2 Floor Load under Shelf: PSF:= A PSF=70.4944.psf Au NOTE: SHELVING LIVE LOAD IS CONSISTENT WITH 100 psf REQ'D FOR RETAIL FLOOR LOADING Find the Seismic Load using Full Design Live Load : ASCE-7 Seismic Design Procedure: Importance Factor- IE:= 1.0 Determine SS and Si from maps- S5:= 0.947 S1:= 0.341 Determine the Site Class- Class D Determine Fa and Fv - Fa:= 1.121 F":= 1.719 Determine SMS and 5M1_ SMS Fa•Ss SM1 Fv°S1 SMS= 1.0616 5M1=0.5862 Determine SDS and SDI_ SDS= 3°SMS SDI 3°SM1 SDS=0.7077 SpI=0.391 Structural System - Section 15.5.3 ASCE-7: 4. Steel Storage Racks R:= 4.0 1l := 2 Cd:= 3.5 Rp:= R ap:= 2.5 Ip:= 1.0 Total Vertical LL Load on Shelf- W1:= LL•w•d W1=501b Wp Vertical DL Load on Shelf- Wd := DL•w•d+ 4.—Np Wd = 18.3272 lb Seismic Analysis Procedure per ASCE-7 Section 13.3.1: Average Roof Height- hr:= 20.0•ft Height of Rack Attachment- z:= 0.ft (0'-0" For Ground floor) 0.4•ap•SDS z Seismic Base Shear Factor- Vt:= 1 + 2 — Vt=0.1769 Rp h.1 Ip Shear Factor Boundaries- Vtmin 0.3°SDS°Ip Vtmin=0.2123 Vtmax 1.6•SDS°Ip Vtmax= 1.1324 Vt:= if(Vt>Vtmax,Vtmax,Vt) Vt:= if(Vt<Vtmin,Vtmin,Vt) Vt=0.212 2 Eclipse Engineering, Inc. EXPRESS#2049 8/10/2010 Consulting Engineers PORTLAND,OR Rolf Armstrong, PE Seismic Loads Continued : V t For ASD, Shear may be reduced - Vp:= =0.1517 1.4 Seismic DL Base Shear- Vtd:= Vp°Wd°N =25.01 Ib DL Force per Shelf: Fd:= Vp•Wd=2.78 lb Seismic LL Base Shear- Vt1:= Vp•WI.N =68.24 lb LL Force per Shelf: F1:= Vp.W I=7.58 lb 0.67 * LL Force per Shelf : F1.67:= 0.67•Vp WI=5.08 lb Force Distribution per ASCE-7 Section 15.5.3.3: Operating Weight is one of Two Loading Conditions : Condition #1: Each Shelf Loaded to 67%of Live Weight Cumulative Heights of Shelves- H1:= 0.0•S+ 1.0.S+ 2.0•S+ 3.0•S+ 4.0•S+ 5.0•S+ 6.0.S+ 7.0•S+ 8.0.S H2:= 10.0.5+ 11.0.S+ 12.0•S+ 13.0.S H:= H1 H=45ft Total Moment at Shelf Base- Mt:= H•Wd + H•0.67•WI Mt=2332.2 ft.lb Vertical Distribution Factors for Each Shelf- Total Base Shear- Vtotal:= Vtd+ 0.67•Vti Vtotal =70.74 lb Wd•0.0•S+ W1.0.67.0.0-S Wd•1.0.S+ W1.0.67.1.0.S C1:= =0 C2:- =0.028 Mt Mt F1:= C1°(Vtotal) =0 F2:= C2'(Vtotal) = 1.96 lb Wd•2.0•5+ W1.0.67.2.0•5 Wd•3.0.S+ WI.0.67.3.0•S C3:= =0.056 C4:- =0.083 Mt Mt F3:= C3.(Vtotal) =3.93 lb F4:= C4•(Vtotal) =5.89 lb Wd•4.0•S+ WI.0.67.4.0•S Wd 5.0.5+ W1.0.67.5.0•S C5:= =0.111 C6:= =0.139 Mt Mt F5:= C5°(Vtotal) =7.86 lb F6:= C6.(Vtotal) =9.82 lb Wd•6.0.S+ WI.0.67.6.0•S Wd•7.0•S+ WI.0.67.7.0•S C7:= =0.167 C8:= =0.194 Mt Mt F7:= C7.(Vtotal) = 11.79 lb F8:= Cg �Vtotal� = 13.75 lb Wd•8.0•S+ WI 0.67 8.0 S Wd•9.0•S+ Wl•0.67.9.0•S Cg:= =0.222 C10:- =0.25 Mt Mt F9:= Cg•(Vtotai) = 15.72 lb Flo:= Clo.(Vtotai) = 17.68 lb Wd.10.0.S+ WI.0.67.10.0•S Wd•11.0•S+ WI.0.67.11.0•5 C11 Mt =0.278 C12:= Mt =0.306 3 Eclipse Engineering, Inc. EXPRESS#2049 8/10/2010 Consulting Engineers PORTLAND,OR Rolf Armstrong, PE F11 := C11•(Vtotal) = 19.65 lb F12:= C12°(Vtotal) =21.61 lb Wd•12.0•S+ W1•0.67.12.0•S Wd•13.0.S+ W1 0.67.13.0•S C13:= Mt =0.333 C14:= M =0.361 t F13:= C13°(Vtotal) =23.58 lb F14:= C14°(Vtotal) =25.54 lb Cl+ C2+ C3+ C4+ C5+ C6+ C7+ C8+ C9= 1 Force Distribution Continued : Coefficients Should total 1.0 Condition #2: Top Shelf Only Loaded to 100%of Live Weight Total Moment at Base of Shelf- Mta:= 8.0.S.Wd+ 8.0•S•Wl Mta =683.3 ft•Ib Total Base Shear- Vtotal2:= Vtd+ Fl Vtotai2=32.6 lb Wd•0.0•S+ 0•Wl•0.0•S Wd•8.0.S+ W1•8.0•S Cia: Mta =0 Ciia= M = 1 Mta Fla:= Cia•(Vtotal2) =0 Fila:= C11a°(Vtotal2) =32.6 lb Condition #1 Controls for Total Base Shear By Inspection, Force Distribution for intermediate shelves without LL are negligible. Moment calculation for each column is based on total seismic base shear. Column at center of rack is the worst case for this shelving rack system. Column Design in Short Direction : Ms:= 4. 2•(Vtd+ Vtl) = 14.57ft•Ib Bending Stress on Column - fbx:– Ms°Sx 1 =4.37•ksi Allowable Bending Stress- Fb:= 0.6.Fy= 19.8•ksi Bending at the Base of Each Column is Adequate Deflection of Shelving Bays-worst case is at the bottom bay (Vtd+ Vtl)°53 S 0:_ =0.0151•in — =995.0721 12•E•Ix p At:= 0•(N – 1) =0.1206.in Da:= 0.05-ht=6.in if(Ot<Da,"Deflection is Adequate" ,"No Good") ="Deflection is Adequate" Moment at Rivet Connection: M s Shear on each rivet- Vr:= = 117 lb 1.5 in dr2.3.14 dr:= 0.25.in Ar:= 4 =0.0491•in2 V r Steel Stress on Rivet- f := =2.376•ksi Ar 4 Eclipse Engineering, Inc. EXPRESS#2049 8/10/2010 Consulting Engineers PORTLAND,OR Rolf Armstrong, PE Allowable Stress on Rivet- Fvr:= 0.4.80.ksi=32.ksi RIVET CONNECTION IS ADEQUATE FOR MOMENT CONNECTION FROM BEAM TO POST Find Allowable Axial Load for Column : Allowable Buckling Stresses- 7r2•E 0'ex.x:_ =281-ksi 0-ex:= a•ex.x=281•ksi IK \2 x°Lx rx / Distance from Shear Center t•hc2°bc2 to CL of Web via X-axis ec 4 I x ec= 1.2706 in Distance From CL Web to Centroid - xc:= 0.649•in—0.5•t xc=0.6115•in Distance From Shear Center x0:= xc+ ec xo= 1.8821•in to Centroid- Polar Radius of Gyration - ro:= rx2 + ry2 + xo2 ro= 1.996•in Torsion Constant- J:= 3.(2-1313 + h13) J=0.00063•in4 Warping Constant- Cw t b3 h2 (3 b t+ 2 h t Cw=0.0339•in6 12 \ 6•b•t+ h•t Shear Modulus- G:= 11300•ksi 1 ir2°E°Cw Qt:= G.J+ Qt=57.3598•ksi Ap°r 2 _ (Kt°4)2 � \2 := 1 — xo 3=0.1109 \r/ Fet:= 1 iI( ex+ Qt) —sJ�(Tex+ cry —4 (3•v eX Qt Fet=48.4039•ksi 2•(3 Elastic Flexural Buckling Stress- Fe:= if(Fet<crex'Fet,(Tex) Fe=48.4039°ksi F F Allowable Compressive Stress- F„:= if Fe> ,Fy• 1 - y ,Fe F„ =27.3755•ksi 2 " 4•Fel Factor of Safety for Axial Comp. - Sto:= 1.92 5 Eclipse Engineering, Inc. EXPRESS#2049 8/10/2010 Consulting Engineers PORTLAND,OR Rolf Armstrong, PE Find Effective Area - Determine the Effective Width of Flange- Flat width of Flange- wf:= b-0.51 wf= 1.4625.in Flange Plate Buckling Coefficient- kf:= 0.43 w Flange Slenderness Factor- Xf:= 1.052 f E Xf=0.9612 t 0.22 1 Pf 1 — Pf=0.8023 Xf Xf Effective Flange Width- be:= if(Xf>0.673,pf°wf,wf) be= 1.1733•in Determine Effective Width of Web- Flat width of Web- ww:= h-t ww= 1.425•in Web Plate Buckling Coefficient- kw:= 0.43 w F Web Slenderness Factor- Xw.= 1.052 t E Xw=0.9365 0.22 1 Pw:= 1- •— pw=0.8169 \ Xw / xw Effective Web Width- he:= if(Xw Xw>0.673,pw•ww,ww) he= 1.1642-in Effective Column Area - Ae:= t-(he+ be) Ae=0.1753•in2 Nominal Column Capacity- Pn:= Ae.Fn Pn=4799 lb P Allowable Column Capacity- Pa:= St Pa=2500lb 0 Check Combined Stresses - 7r2.E•Ix 4 Pcrx:= Pcrx=8 x 104 (Kr.L0 2 Pcr Pcrx Pcr=76325 lb Magnification Factor- (f2o'Pp\ a:= 1 - a=0.9961 Cm:= 0.85 Pcr Combined Stress: p Cm'fbx Pp + =0.2499 MUST BE LESS THAN 1.0 Pa Fb•a Final Design: 'L' POSTS WITH BEAM BRACKET ARE ADEQUATE FOR REQD COMBINED AXIAL AND BENDING LOADS NOTE: Pp is the total vertical load on post, not 67% live load, so the design is conservative 6 Eclipse Engineering, Inc. EXPRESS#2049 8/10/2010 Consulting Engineers PORTLAND,OR Rolf Armstrong, PE STEEL STORAGE RACK DESIGN PER 2006 IBC & 2007 CBC - 2208 &ASCE-7 SECTION 15.5.3 Find Overturning Forces : Total Height of Shelving Unit- Ht:= 10.00.ft Width of Shelving Unit- w:= 4.00•ft Depth of Shelving Unit- d:= 2.50•ft WORST CASE Number of Shelves- N := 9 Vertical Shelf Spacing - S:= 15.00•in Height to Top Shelf Center of G - htop Ht Nor)= 10 ft Height to Shelf Center of G- he (N + 1) S tic=6.25.ft 2 From Vertical Distribution of Seismic Force previously calculated - Controlling Load Cases- Weight of Rack and 67%of LL- W:= (Wd + 0.67•Wi)•N W=466.44441b Seismic Rack and 67%of LL- V:= Vtd+ 0.67•Vti V=70.7388 lb Ma:= F1.0.0•S+ F2-1.0•S+ F3.2.0•S+ F4.3.0•S+ F5.4.0•S+ F6-5.0.S+ F7•6.0•S+ F8.7.0•S Mb:= F9.8.0•S Overturning Rack and 67%of LL- M:= Ma+ Mb=501 ft•Ib Weight of Rack and 100%Top Shelf- Wa:= Wd•N + W1 Wa=214.9444lb Seismic Rack and 100%Top Shelf- Va:= Vtd+ Fi Va=32.5975Ib Overturning Rack and 100%Top Shelf- Ma Vtd-hc+ Fr htop Ma=232.2 ft•Ib Controlling Weight- We:= if(W>Wp,W,Wp) We=466.444 lb Controlling Shear- Vc:= if(V>Va,V,Va) Vc=70.739 lb Controlling Moment- Mot:= if(M >Ma,M,Ma) Mot=501.07ft•lb Tension Force on Column Anchor- T:= Mot —0.60- 2 T=60.49 lb per side of shelving unit d 2 T:= if(T<0•Ib,0.1b,T) T=60.49321b V Shear Force on Column Anchor- V:_ � V=35.4 lb 2 USE: HILTI KWIK BOLT TZ ANCHOR (or equivalent) USE 3/8"4 x 2" embed installed per the requirements of Hilti Allowable Tension Force- Ta:= 1006•Ib For 2500psi Concrete Allowable Shear Force- Va:= 999.1b 1.0-T f 1.O.V, Combined Loading - + =0.096 MUST BE LESS THAN 1.20 Ta \ Va 7 Eclipse Engineering, Inc. EXPRESS#2049 8/10/2010 Consulting Engineers PORTLAND,OR Rolf Armstrong, PE STEEL ANIT-TIP CLIP AND ANTI-TIP TRACK DESIGN Tension (Uplift) Force on each side- T=60.49317lb Connection from Shelf to Carriage = 1/4"diameter bolt through 14 ga. steel: Capacity of#12 screw(smaller than 1/4"diam. bolt) 349 lb in 16 ga. steel (thinner than 14 ga. posts and clips)- if(T<2•Zc,"(2) 1/4" Bolts are Adequate" ,"No Good") ="(2) 1/4" Bolts are Adequate" Use 3/16" Diameter anti-tip device for connection of carriage to track Yield Stress of Angle Steel - F Y:= 36•ksi Thickness of Anti-tip Head - to:= 0.090•in Width of Anti-tip Rod + Radius- br:= 0.25•in Width of Anti-tip Head - ba:= 0.490•in Width of Anti-tip Flange- ba_br La 0.12•in a — 2 La Tension Force per Flange leg - T1:= 0.5.T Ti=30.2466Ib Bending Moment on Leg - M1:= Ti Mi=0.151233-ft-lb 2 ba•ta 2 Section Modulus of Leg - Si:= 6 Si=0.0007.in3 M Bending Stress on Leg - fb:= S fb=2.7435•ksi fb Ratio of Allowable Loads- =0.1016 MUST BE LESS THAN 1.00 0.75.Fy Width of Anti-Tip track- L:= 5.1•in Thickness of Aluminum Track- tt:= 0.25.in Average Thickness Spacing of Bolts- Stb:= 24.0•in Section Modulus of Track- L�t2 —St:= 6 St=0.0531•in3 Design Moment on Track- M:= Tb M= 15.1 ft•lb for continuous track section 8 Bending Stress on Track- fb:= M fb=3.4161•ksi Allowable Stress of Aluminum - Fb:= 21•ksi ANTI-TIP CLIP STEEL CONNECTION AND TRACK ARE ADEQUATE 8 Eclipse Engineering, Inc. EXPRESS#2049 8/10/2010 Consulting Engineers PORTLAND,OR Rolf Armstrong, PE Connection from Steel Racks to Wall • lb Seismic Analysis Procedure per ASCE-7 Section 13.3.1: psi 2 in Average Roof Height- hr=20ft Height of Rack Attachments- zb:= z+ ht= 10 ft At Top for fixed racks connected to walls 0.4•ap°SDS I Zb Seismic Base Shear Factor- Vt:= 1+ 2•— Vt=0.3539 Rp hr� Ip Shear Factor Boundaries- Vtmin 0.3•SDS°Ip Vtmin=0.2123 Vtmax:= 1.6•SDS•I Vtmax= 1.1324 Vt:= if(Vt>Vtmax,Vtmax,Vt) Vt:= if(Vt<Vtmin,Vtmin,Vt) Vt=0.354 Seismic Coefficient- Vt=0.3539 Number of Shelves- N =9 Weight per Shelf- Wtt := 50•Ib Total Weight on Rack- WT:= 0.667.4.Pp WT=410.1679Ib 0.7°Vt°WT Seismic Force at top and bottom- Tv:= 2 Tv=50.8 lb Connection at Top: • Standard Stud Spacing - Stuud:= 16.in Width of Rack- w=4ft Number of Connection Points- Nc:= floor(— --')w Nc=3 on each rack Stuud Ty Force on each connection point- Fc:= Fc= 16.9333 lb N c Capacity per inch of embedment- Ws:= 135°lb— in F Required Embedment- ds:= - ds=0.1254•in Ws For Steel Studs: Pullout Capacity in 20 ga T20:= 84.1b For#10 Screw- per Scafco studs- per Scafco MIN #10 SCREW ATTACHED TO EXISTING WALL STUD IS ADEQUATE TO RESIST SEISMIC FORCES ON SHELVING UNITS. EXPANSION BOLT IS ADEQUATE BY INSPECTION AT THE BASE 9 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 45.45 Longitude = -122.78194 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 0.947 (Ss, Site Class B) 1.0 0.341 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 45.45 Longitude = -122.78194 Spectral Response Accelerations SMs and SM1 SMs = FaxSsand SM1 = FvxS1 Site Class D - Fa = 1.121 ,Fv = 1.719 Period Sa (sec) (g) 0.2 1.062 (SMs, Site Class D) 1.0 0.585 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 45.45 Longitude = -122.78194 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.121 ,Fv = 1.719 Period Sa (sec) (g) 0.2 0.708 (SDs, Site Class D) 1.0 0.390 (SD1, Site Class D) : 1 Fasteners (Screws and Welds) SE/iFETI Steel Stud Alanufacturing to.e , !!, i, \ !I ' Screw Table Notes ll f, 1. Screw spacing and edge distance shall not be less than 3 x D. (D = Nominal screw diameter) I 2. The allowable screw values are based on the steel properties of the members being connected, per AISI section E4. 3. When connecting materials of different metal thicknesses or yield strength, the lowest applicable values should be used. 0 4. The nominal strength of the screw must be at least 3.75 times the allowable loads. ,t! 5. Values include a 3.0 factor of safety. 6. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. ' 7. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be , installed and tightened in accordance with screw manufacturer's recommendations. Allowable Loads for Screw Connections (lbs/screw) II f ,lqii2vorgi ...701 4 Steel Thickness .;,261..1;.fruperties,4:1.iitIna:7111216On!-7'.V"Dies:A.9_011,004--pD ,ii4=0.164400.VZ t;g131a:i'1=0.1 38(Mr& I ;'It.iiiiiiiVrtirsin 0%' '4.F.' Fu Will Pg, heai.",i97- Pullout ..,-'sfirai-I.-„KitioCiffi Shear Pullout tt.t7Siieir;.. '"...Kiiiiistit 1. 18 0.0188 66 39 60 33 27 0.0283 121 59 111 50 30 0.0312 151 76 141 65 129 55 t 33 0.0346 33 45 177 84 164 72 151 61 43 0.0451 33 45 280 124 263 109 244 94 224 79 54 0.0566 33 45 394 156 370 137 344 118 68 0.0713 11111M1111103110 557 156 111011111111111MIN . . Weld Table Notes 1. Weld capacities based on AISI,section E2. 2. When be d connecting materials of different metal thickness or tensile strength(Fu),the lowest applicable values should il 3. Values include a 2.5 factor of safety. 4. Based on the minimum allowance load for fillet or flare groove welds,longitudinal or transverse loads. 5. Allowable loads based on E60xx electrodes 6. For material less than or equal to .1242"thick,drawings show nominal weld size. For such material,the effective throat of the weld shall not be less than the thickness of the thinnest connected part. Allowable Loads For Fillet Welds And Flare Groove Welds P1,110,I, __,,al,,a,_-- .1: i Thick ga? ! 4, t ess'” Yield Plt.'Terislie,!:E6 I,,t, .ctrwas,k, limo,'/„,_ ,$-,,,, - ,oz'lksi 41$;=-'4U:'a s '•.*?4Vfi't-:1138n$110.4,i < 43 0.0451 33 45 609 '..! 54 0.0566 33 45 764 4 68 0.0713 33 45 963 97 0.1017 33 45 1373 118 0.1242 33 45 1677 54 0.0566 50 65 1104 68 0.0713 50 65 1390 97 0.1017 50 65 1983 118 0.1242 50 65 2422 1 i 1 48 . , Page 11 of 14 ESR-1917 TABLE 9-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC TENSION(ASD),NORMAL-WEIGHT CRACKED CONCRETE,CONDITION B(pounds)''?' Concrete Compressive Strength ,' Nominal Embedment fc=2,500 psi f'c=3,000 psi f c=4,000 psi f c=6,000 psi Anchor Depth he Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel steel steel 3/8 2 1,006 1,037 1,102 1,136 1,273 1,312 - 1,559 1,607 1/2 2 1,065 1,212 1,167 1,328 1,348 1,533 1,651 1,878 31/4 2,178 2,207 2,386 2,418 2,755 2,792 3,375 3,419 5/8 31/8 2,081 2,081 2,280 2,280 2,632 2,632 3,224 3,224 4 3,014 2,588 3,301 2,835 3,812 3,274 4,669 4,010 3/4 3 3/4 2,736 y 3,594 2,997 3,937 3,460 4,546 4,238 5,568 4 3/4 3,900 3,900 4,272 4,272 4,933 4,933 6,042 6,042 For SI:1 ibf=4.45 N,1 psi=0.00689 MPa For pound-inch units:1 mm=0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction.For other cases,calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Section 4.2.1 Eq.(5)is required. 2Values are for normal weight concrete.For sand-lightweight concrete,multiply values by 0.60. 'Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 is not provided,or where pullout or pryout strength governs.For cases where the presence of supplementary reinforcement can be verified,the strength reduction factors associated with Condition A may be used. TABLE 10-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC SHEAR LOAD(ASD), (pounds)1 Nominal Allowable Steel Capacity,Seismic Shear Anchor Diameter Carbon Steel Stainless Steel 3/8 999 1,252 1/2 2,839 3,049 5/8 4,678 5,245 3/4 6,313 6,477 For SI:1 ibf=4.45 N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. FS , AUG 10 2010 .:. Al •,s,,, r IN cr 1 : r f.aa 1 ir err ,' 113 /6 Pii FIMSTs?' 1/2„ ......\°` rgl I.-- I ? •iration Da e: . , 1 20n Il , f 1111111 ' ,, ._./ 0°* 1 ,0 0 : . ocAo : - .> U 0? Ir 5‘- '-g) ,. • ON • ''' 0 U t ki f) 10 ,, ,ok ,,„ _._, _-.- . 4 U 1 C.3 ON I 0 1 g soyING U I 0 en g U f .,_ , k oi L„,,\IG \ ., g g ,, p05-1 I Si I Z I:3 1 ) g 51-1,c, , 190-/ ° 0 4' /I U 4- g) I I 'gt w-i L.. = , U U U . v' ng 1 3/32" /.) '3 1 [ ..i . .. . , . . 1/4"0 x 1" SCREW [ i_1 , U , ..„ . i..... . .. ....5;.„ : ...... ..., 0*(9 I to Omarg 1 V I it' ----- *JP . . . ) cA' (24 _..• . N ,Z • .4 '''' ° 1,, ,.(f) 1,, II -(T) . - -- ...• . . • • .. , . ... ' * U ) U U 11 \ - Co IN - __9, (D 11 GA. '410) 41 I P"05)4 0 1 - \‘;'1 V )(OW Alt ii-r--1 i ....., --.... ,-,1 iii■, z 4) 1/1' sc 1/4'.- - ) t ) - c, IP - - .6. L-4 ii-1.-4 I I I 00 1 \ \ , „ 1/41'0 RIVET all al • " • = .. ..• - • • - ..: • („,/-) 7 -< 1/4"0 RIVET 0 ASTM A345-79 I T-POST L-POST ASTM A345-79 14 GA. 15/1 0....i c... 14 GA. 14 GA. NOTE: REFERENCE CALCULATIONS FOR DOUBLE RIVET T'' POST COL. B.PL. L COL. B.PL. ,...-.4 -., RIVET CONNECTION CAPACITY. LOW PROFILE 2-3/8"ø ANCHOR BOLTS 1-3/8"ø ANCHOR BOLT 2" EMB. (SEE NOTE NO. 3) 2" EMB. (SEE NOTE NO. 3) If -iiflm 'f! 2 IP; DOUBLE RIVET ,, LA POST (1 j- " DRB" F:3,3 tE, A Miin " DRBLP BEAM " *,,, BASE PLATE FIXED UNITS Q-'i NOTE: THE SHELVING SHALL BE ATTACHED _.„......„ TO THE EXISTING WALL STUDS AND EXISTING WALL POST -REF. DTL 1 - 0 ii) -11 CONCRETE SLAB. NO NEW STUDS OR COVER STUD WALLS ARE REQUIRED. . 88-- CY) 0 U 14 GA x 1 1/2 x 1 1/2" EXISTING STUD CD WALL 0 ANGLE CLIPS 0 EA POST 1 , 0 Q iit c „ WITH (2)-1/4"0 TEK SCREWS - CD 1/4"0 BOLT .,., ;11111111.. .,.--i '-"IIIIIIIIIIIIIIIIIIIIr- ...../11.1.111111111. 1 IIMIE, 111 < 1$14 - TYP. / IN TRACK ANTI-TIP a , I MIN. 1" EMBED. 0 VI < co ott.CP PLAN VIEW - STEEL STUD WALL 1" THICK PLASTIC BRAKE SPACER 0- C\1 „Ass Ciktpp,g >" 4:Cri 0 ..-- LL1 u) C\I POST -REF. DTL 2 0 I) CORNER BRACE (3) ct r ,. po Lc o o - ci.). .„ GUIDE #10 TEK SCREW AT ....................... EACH WALL STUD r CD . 7.-- -\lii.i.ii.:i SHELF BEAM 1) NIOF31 I ..) i -REF. DETAIL 2 :: ° i:i: i) 0 tl. 1 .E75 -IYP. . ............... _ - simm.iliom ' ' ■INNNN0000Dmuoom. illi ..:::::..::::::: 1 o 0 0 ..:.ii 0::% ............... ,...........::: . ....,:i.,::.,., ..x.:..,xix.:.:.:.:.:. SHELVING POST CONNECTED TO CARRIAGE . 0 (cl 1 .58 , c„ I WITH "0 TEK SCREWS PER POST 40 04 Km, LINID:-_,.... . , . . . , '''i -' 1 . : . : : . .:............E...........: Chf) Z (1) I i itt -0.500 .,■ I. '-` : r."°■ -a/AMOK 'vv., _....., , PLAN VIEW - WOOD STUD WALL EXISTING WALL ' • • •:•:•:•:•:•:•:&:•:,:•:•:•:•: ....,.n.....„ .:•:•:•:.,:•:,,:•:•:•:•:•: .....,,.....,„„,..... 0 Z gl 1(71 0 ° -.. .. t -----1 i 1 friam. , 0.I00 COVER EXISTING STUD FOOTBRAKE i RUBBER STOP v:::,,re:::::. v:,...r....::::: e 0 RUBBER STOP mvx.w, TOP SCREWS !!!! Al WALL ...... ,„,,,, F.. 1.-N- ----11 (Di ITAT ANTI-TIP TRACK ti ill I ., ...'.......11,......:•'.....1...........'...'.. :•:•:•%•:•:•?:•::•:•:•:•:. D SHELVING POST XISTING STUD WALL •:•:•:•:•:.:•::•:•:•:•:•,:•: t' CL , cr, 4 BOTTOM SCREWS.---,=.1- tt:01--0)- -Lr) t. X (I) 1 -I c-- o SHELF BEA I \ / \ NOTE: USE 811 IN. 1" EMBED. 14 GA x 3" WIDE PLATE 'qIIIIIIIIII‘ill I I -REF. DETAIL 2 INTO STUD WALL Ct 0 EA POST WITH ,I., ,, ,o 1 FOR (1) ROW OF (2)-1/4"0 TEK SCREWS a, I.I UNITS. 0 FRONT VIEW SIDE VIEW 0 3/8"x3" HILTI TZ ANCHORS 2 ,w, > a. ,,G,P ir EMB. ON TRACK. MIN. 24" O.C. NOTE: EXISTING STUD WALL MAY BE 2x WOOD 5. --!* ,.% I I STUDS OR MIN. 20 GA. LIGHT GAGE STUDS. 1\10 . 1/4" 0 x 2" LONG 'HILTI' I ANTI-TIP & GUIDE CONN. 5.800 SLEEVE ANCHORS © 23" o.c. I in co CARRIAGE AND TRACK ASSEMBLY 5 WALL CONNECTION 6 FOOT BRAKE 7 Lao 4 4 NOTES: EARTHQUAKE DESIGN DATA - 1. DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND a) Seismic importance factor, IE = 1.0, and 0 W CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE OSSC 2007 EDITION Cl)occupancy category II - Not open to the public 2. STEEL FOR ALL SHAPES FY=36 KSI. ASTM A570-85 GR.36 (EXCEPT AS NOTED) b Y ) Mapped spectral response accelerations ALL ANCHORS HILTI KWIK BOLT TZ ESR-1917 OR APPROVED EQUAL Ss = 0.947 and S1 = 0.341 0 Ce 4. EXISTING CONCRETE SLAB = MIN. 4" THICK SLAB-ON-GRADE c) Site class = D i r 1 rE3.....ss..*.r-i e_ii.. . WITH Fec=2500 PSI AND 500 PSF SOIL BEARING PRESSURE W < d) Spectral •response coefficients, „„.- . a 5. STORAGE SHELVING CAPACITY 50 #/LEVEL 1r Tr r 10 -,. •- . , SDS = 0.708 and SD1 = 0.391 -../ ct w T,L____ 1 Wil it I I I I 1 0 1.... !v. I 1 I . 1 L---1 I----Te*(IA- 6. ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH e) Seismic design category = E a) p4------ -' r"Ill %II IL__L__L__L_J____II [-_1._J__ _...1,x‘,_,..„.. ,,,..b.xa, ' THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A f) Basic seismic-force-resisting system(s) - 36" OR 48" 36" OR 48" 36" 30" 4 i ---='!!!"..1L.'4.11, it- 4:-. ..: 4: 0 , v.„.... INN ' LA ill PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 50 #/LEVEL Non-building structures, steel storage racks. I..' 11.1 ," ce 36 48" 36'' OR 48 15 OR 30" / / / / 4) 7. ALL SHELVING SHALL BE IN COMPLIANCE WITH THE RMI g) Design base shear = 70 lb. (f) 0 VI 111) 'i - - Ill i: •":". h) Seismic response coefficient(s), Fp = 0.212 / / 1 "1" 1 1 TYP. li -iiiricr- L. -....., -...11111M A . , -- = -- rim,-.-crigii2:701Rtrk71 r-IT ., is % 8. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES _1 0 i) Response modification factor(s), R = 4.0 U.N.O. 0 % cuir_- r- .7, r- .., T--.... "1 1 , BETWEEN THE TOP OF THE STORED MATERIAL AND THE CEILING 11...... < ...... W ak WO .1,---- 0 _ _ ® T,I,7-1 ,_,._Lif__.1. J 1 1 - I, 0 1 j) Analysis procedure used ASCE section 15.5.1 _ --\---- / 4 op TYP._%0410k "TYP. U.N.O. r--I' - I I 1 1 1 4._eig.ti_-±Mr--1-114 1 1 1 1/4 I SPRINKLER DEFLECTOR. W 11 < 5g 1.---rhomr-axgr-rrial,..i le I k) Redundancy factor used p =1.0 TYR ' . I I __Hu_ _Iv r =r- --7-'-....:1"r_ir ,. :a: 2„.---11: 9. THE SHELVING RACKS WILL NOT BE OPEN TO THE PUBLIC. U.N.O. ' • 11 1 i ili'ilr--0-4 1 , 1 , -k 1 ,... , F „.." > 0 11-- lall I- 0 . II 1 1 ii ii L 1 L ,_ _ : \I 1r _ . . ..., _ t„...,,, . . _„__ I fiD II H II III ,F----ja,g-- %tr. - ---11 N's (I) a f13j 1 .1.' ' I! 1) ' : , i . f ' 4 :, --et+T---eit I ifl--sadirl-swg-smil r--r- -7- -1 (1) .4..-0 r 0:-0 N..:. pi. .., Y < 0 1 a. / .%\I ' , I II 11 d =-Jj m-_L=--I"11-1--4 L L.......A Lai .,,,,,,,,,,,,4,: rA - _-.,. No 1 " " 13 .--"Ei---"wr-Lill) ' ' il CI w x < 1 ..,. I ::011,2 L......L._ ° < r r 7-:01 - -.7.4e4-74 t: ' L__,_ 1 1 II 1 1 1 ---I- ---I I I I I I I I Is I ,WI _ lip t 1 , ..-'-- ....,„ : > 0 ..... , . 0 . -,... ... - -:"-7- , •. .-- -. .: r___.--.4-,,,1 L., , ,_,__, ,I__, „,Th..,__,I : „., .., 0_ w , _ _ . , _ 0 _ _ , # „1/4„ :, . .,....... ,...77..:::,,,7„.._______, .,,,, ,, :.: .., E „,, ,, .. _,_.......__,,__,._, oz › Tit-tb...T.,-7-!--.. Ti_: II i II II 1.- co I b 4, ..1 t d . , . , , .9.: ...., LL id I -121-1 --14° ,, 14, 1 1 jr/ II-: ili: it-321P14:111111:---1 I I " le . I I I l'N 11 1 *----I - - 1, . ,..„. iLL„,..J ',Asa. II . _ izi 04,1 : Ha „It (/) § a 1 1 1, e 0 - a ,„,.,. ..,,,,, 10-08-118 tall :. .. 438450sto440 . . 45110 444. (60) i - 1: J _ _ a mil ::„.. ____1____..1____ . • .. . . . . ______L____L______ : - 1 08-10-10 a a , SHEET 0 0 0 g 0 0 0 0..... - 0 i ---- , , / Ar- a)\ Ik, , ir A c7.777.7. i. PiT7.7.74 .:-.",:.,.....'7.5).,1i ,I ,!.•. .:"; .7:."...".:::.*4 :■:;'".i.'V''...,:i:•..4* i:.17..,•;'..:.:::.*,..,,,,4r *!......:::'':4**':',P.:t.:'..",':4 ..fi.: ..:t....::; ' ' .+•*4 i:.*Ii:..:4'....:•:.f.!.:':,..:.j.:-:.:!:4 7.'....:.A:'...'41- ■ , t ., WALL-SUPPORTED FREE-STANDING I/ FIXED SHELVING SIDE VIEWS MOBILE SHELVING SIDE VIEW PARTIAL FLOOR PLANS & SHELVING RACK LAYOUTS . I ,( • 4 e ■ 1-7- ---1 \ 68" MIN 1. IT IS A VIOLATION OF THE LEASE TO FAIL TO CONSTRUCT THIS PROJECT ACCORDING TO 1. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS, DOCUMENTS, AND THE ACTUAL I I I z 1111111111111MFAIIIIIIIIIIIM ► THE "TENANT PACKAGE" REQUIREMENTS (TENANT DESIGN $ CONSTRUCTION CRITERIA, , FIELD CONDITIONS SI-IALL BE 8ROUGHT TO THE ATTENTION OF THE OWNERS PROJECT PLAN DETAIL REFERENCE WALL TYPE •? 1 " IN ( E 0 0 opsalm.........." ♦ ► CONSTRUCTION RULES AND REGULATIONS FOR TENANT'S CONTRACTOR, AND SIGN DESIGN * I MANAGER BEFORE PROCEEDING WITH ANY WORK. O I ao - s gONIS;11.11:11...Ts10.1•11u C CRIT IATIONS FROM THE CRITERIA QR TI-IESE CONSTRUCTION/ I 1 SHEET NUMBER 0 v ED S'"'' DOOR NUMBER I ■ST T COORDINAT ORS SPECIFIC WRITTEN APPROVAL / I I 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND ® _ _ - ►2. FIELD VERIFICATION IS REQUIRED SY TENANT PRIOR TO CONSTRUCTION. A IS THE FIELD CONDITIONS AND SHALL CONFIRM THAT WORK 15 BUILDABLE AS SHOWN. ANY _ k+ / I CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S PLAN SECTION REFERENCE CODED NOTE 4? ► TENANT'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE PROJECT MANAGER FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN SHEET NUMBER sirr . 47 ► SPACE. QUESTION. REVISION SYMBOL •? 3. THE LANDLORD RESERVES THE RIGHT TO MAKE ANY ON SITE CORRECTIONS TO THE EXPRESS STORE PLANNING, INC. � 3. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN SECTION DETAIL REFERENCE ^ REVISION CLOUD ■�■�...► -- '■ d/b/a STORE DESIGN & CONSTRUCTION CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE SHEET NUMBER FRONT APPROACH, ill - MIN TO THESE ITEMS. 5IM. CEILING HEIGHT • 0'-0" PUSH SIDE q15 4. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, BLDG SECTION REFERENCE-, xxl_�x CEILING FINISH •FINI5�1 ELEVATOR: EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL ADDITIONAL NOTES • NOTE APPLICABLE CODES AND ORDINANCES. NOTE \ r 1 • - 1 i • D i e i 5. DURING ALL PHASES OF WORK DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ELEVATION REFERENCE I (� I ADJACENT AND NEIGHBORING TENANTS. SHEET NUMBER ?i. FINISH CALL-OUT •FIN15�1 Z EXPRESS v ADDITIONAL NOTES • No'rE f ,n I f4 II MA , 48 MIN MA)1, RECEIVED NOTE N " 610 1220 610 6. 'TYP.' MEANS THAT THE CONDITION 15 REPRESENTATIVE FOR SIMILAR CONDITIONS ELEVATION NEIGI-IT TARGET--• X' -Y" A.F.F. Lo I 1' MI STORE NO. 2049 AUG 2010 THROUGHOUT. UNLESS NOTED OTHERWISE, DETAILS ARE KEYED AND NOTED 'TYP.' ONLY LOCATION IN SPACE-. LOCATION ROOM I 445 , } ONCE WHEN THEY FIRST OCCUR. ROOM NUMBER • number __ _ �_ _ .. z z CITY "I R1 WALL FINISH CALL-OUT S W wail -'�'�--.� _ _ ao '■' = _ ao _ is u LDI Div 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED CABINET/FIXTURE TYPE ???? BASE FINISH CALL-OUT 8 base N .�,,.,`� WASH I N G T O N S Q U A R E DRAWINGS. cn cn cn m CABINET FINISH CALL-OUT--• C cabinet '� t PACE No . CO3 8. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT LAYOUT ORIGIN--• LAYOUT TRIM FINISH CALL-OUT-• T trim A DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES POINT > FLOOR FINISH CALL-OUT--, F floor FRONT APPROACH, CLEAR WIDTH OF A 9 • 69 .W. W A I GT • N SQUARE R O A • BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, OWNER'S PROJECT MANAGER SHALL BE NOTIFIED AT ONCE. PULL SIDE ACCESSIBLE ROUTE T G A - D g OR 97 3 , q. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF GYPSUM BOARD, CONCRETE COLUMNS OR GRID LINES AND FACE OF EXTERIOR MASONRY UNLESS OTHERWISE NOTED OR DETAILED. M Q SY OLS LEGEND GENERAL ACCESSIBILITY CONDITIONS LANDLORD COMMENTS TENANT'S REPRESENTATIVES 10. CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL ABV ABOVE L.L. LEASELINE ARCHITECTURAL PROJECT MANAGER: JO-IN U R-TON CONDITION. ALL ROOF PATCHING SHALL RETURN AREA TO LIKE NEW" CONDITION. PRIOR A.C.T. ACOUSTICAL CEILING TILE MAX MAXIMUM (G1.4 212-5180 TO PATCHING, G.C. TO VERIFY ANY ROOF WARRANTIES WITH LANDLORD. ACCESS. ACCESSIBLE M.D.F. M ED I UM DEN SI TY FIBERBOARD A00 PROJECT INFORMATION A13 CONS TRUCT I ON DET AI LS - ROOMS H. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION A.F.F. ABOVE FINISHED FLOOR MECI•I MECHANICAL A00.0 COVER SHEET A13.1 TOILET ROOM ALUM ALUMINUM MFG MANUFACTURER A00.1 RESPONSIBILITY 4 DOOR SCHEDULES A13.2 FITTING ROOM (TYPICAL) PROJECT DESIGNER: 1'1 I C E L E G O F E R UPON THE COMPLETION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND BD BOARD MISC MISCELLANEOUS A00.2 FINISH SCHEDULE A13.3 NOT USED EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL BLKG BLOCKING MIN MINIMUM A00.3 NOT USED A13.4 MIRROR DETAILS (614) 212-5180 EXT.211 CONTRACTOR 5HALL 5E RESPONSIBLE FOR REMOVAL AND DISPOSAL OF +ALL TRASH, B/W BACKWRAP MIL METAL Aao.4 NOT USED PROJECT SCOPE: INCLUDING OWNER-FURNISHED ITEMS AND TRASH GENERATED BY OWNERS CONTRACTORS CALCS CALCULATIONS N.P. NEUTRAL PIER A14 PRESENTATION PACKAGE ASSEMBLY FOR THE DURATION OF THE PROJECT. ¢ CENTERLINE N.T.S. NOT TO SCALE AOI.TEMPORARY WORK A14.1 STOCKROOM SHELVING DETAILS THIS PROJECT IS THE TENANT BUILD-OUT OF TWO PURCHASING/COORDINATION: BRENDA REED CLG CEILING (N) NEW A01.1 DEMOLITION PLAN A14.2 STOCKROOM SHELVING ASSEMBLY 12. CONTRACTOR SHALL PROVIDE TWO FIRE EXTINGUISHERS (ONE EACH IN SALES AND A01.2 NOT USED A14.3 STOCKROOM DETAILS COMBINED SPACES FOR A NEW "EXPRESS" STORE. (G14) 212-S180 EXT.210 NON-SALES) OR AS REQUIRED BY FIRE MARSHALL. VERIFY EXACT LOCATIONS WITH COL COLUMN O.C. ON CENTER PROJECT MANAGER PRIOR TO INSTALLATION. EXTINGUISHERS TO HAVE A RATING OF NOT CONCRETE oPNG OPENING A02 CONSTRUCTION A15 SPECIFICATIONS WORK 1 S T O INCLUDE, BUT NOT B E LIMITED T O, CONSTR CONSTRUCTION PL PLATE LESS THAN 2-A OR 2-A/105C WITHIN 75 TRAVEL DISTANCE TO ALL PORTIONS OF THE A02.1 CONSTRUCTION FLOOR PLAN A15.1 SPECIFICATIONS BUILDING DURING CONSTRUCTION. EXTINGUISHERS TO BE CERTIFIED FOR FIRST YEAR. CONT CONTINUOUS PLEX PLEXIGLASS A02.2 NOT USED A15.2 SPECIFICATIONS COMPLETE CONSTRUCTION OF FLOORING, WALLS, G.T.F. CUT To FIT PLYWD PLYWOOD A02.3 NOT USED A15.3 SPECIFICATIONS CEILINGS, AND STOREFRONT. 13. A 44" CLEAR AISLE SHALL BE MAINTAINED THROUGH ROOMS TO EXIT DOORS AT ALL CM GASHWRAP PREFIN PREFINISHED A02.4 FRAMING DETAILS TIMES. DP DATUM POINT P.M. PROJECT MANAGER GENERAL C C N T R A C L C R EA EACH RAD RADIUS A03 REFLECTED CEILING MEP 14. NO FOOD ALCOHOL OR SMOKING 15 TO BE STORED, SERVED OR CONSUMED ON THE ELEV ELEVATION REQD REQUIRED A03.1 REFLECTED CEILING PLAN NOTE: USAGE HISTORY: SPACE CO3; "BOOKSTONE" PREMISES. ELV ELEVATOR (REF.) REFERENCE A03.2 NOT USED E01.1 ELECTRICAL SPECIFICATIONS SPACE C04; "LANE BRYANT" T' ' ESD*C EXPRESS STORE DESIGN 4 R.O. ROUGI4 OPENING E02.1 ELECTRICAL POWER PLAN 15. ALL. SECURITY DOOR AREAS TO BE PROVIDED WITH A KEY LOCKING DEVICE 50 AS TO CONSTRUCTION S.D. SMOKE DEVELOPED A04 REFLECTED LIGHTING E02.2 ELECTRICAL POWER PLAN $ CODED NOTES PROPOSED USE: "EXPRESS" ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION AND REMAIN UNLOCKED DURING EQ EQUAL SECT SECTION A04.1 NOT USED E02.3 ELECTRICAL POWER PLAN NOTES SPACE NUMBER(5): CO3 * C04 BUSINESS HOURS (WITH THE EXCEPTION OF THE REAR SERVICE DOOR). (E) EXISTING SI-IT SHEET E03.1 ELECTRICAL LIGI-ITING PLAN 15 TO BE USED EXCLUSIVELY FOR RETAIL SALES EXT EXTERIOR SIM SIMILAR A05 FLOOR 4 WALL FINISH, E03.2 ELECTRICAL LIGHTING PLAN 4 CODED NOTES 16. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHALL SHALL F.C.D. FINISH CABINET DIMENSION 50 SQUARE A05.1 FLOOR 4 WALL FINISH PLAN E03.3 ELECTRICAL LIGI-ITING SCHEDULE BE INSTALLED. FD FLOOR DRAIN 5.5.D. SEE STRUCTURAL DRAWINGS A05.2 NOT USED E04.1 ELECTRICAL DETAILS F.D. FIELD DETERMINE STL STEEL E04.2 ELECTRICAL DETAILS 17. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR FIN FINISH STRUCT STRUCTURE A06 PRESENTATION 4 FIXTURE PACKAGE E04.3 ELECTRICAL DETAILS MORE PERSONS. FL FLOOR TEMP TEMPERATURE A06.1 PRESENTATION 4 FIXTURE PLAN E05.1 ELECTRICAL PANELS $ RISER DIAGRAM FLG FLOORING TI-IRU THROUGH A06.2 NOT USED 18. DOORS OPENING INTO ONE-HOUR FIRE-RESISTIVE CORRIDOR SHALL BE PROTECTED WITH FLUOR FLUORESCENT TYP TYPICAL F01.1 NOT USED A CLOSURE AND A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 45 MINUTE FRT FIRE RETARDANT TREATED U.N.O. UNLESS NOTED OTHERWISE A07 INTERIOR ELEVATIONS F01.2 NOT USED LANDLORD RATING. F.O. FINISHED OPENING V.C. VOLUME CONTROL A07.1 INTERIOR ELEVATIONS FO'.3 NOT USED F.O.F. FACE OF FINISH VERT VERTICAL A07.2 INTERIOR ELEVATIONS F02.1 FIRE SPRINKLER HEAD PLAN TI-I E �'''(ACER 1 C -.1 C(�1"(PANY TOI'IO ( �IARZAN iq. EXIT/EMERGENCY LIGHTING SHALL BE ELECTRICALLY ILLUMINATED WITH NORMAL A07.3 NOT USED 7-02.2 NOT USED F.R. FITTING ROOM V.I.F. VERIFY IN FIELD OPERATION POWER PROVIDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF F.R.P. FIBERGLASS REINFORCED PLASTIC W/ WITH A07.4 NOT USED F02.3 FIRE PROTECTION SPECIFICATIONS 9585 S.N. WASI-I I NGTON SQUARE RD. (503) 352-888.4 LOSS OF NORMAL POWER AN EMERGENCY POWER BACKUP SYSTEM INTEGRAL TO EACH F.S. FLAME SPREAD WD WOOD AND DETAILS EMERGENCY LIGHTING AND EXIT SIGN FIXTURE SHALL PROVIDE POWER. EMERGENCY G.C. GENERAL CONTRACTOR W/0 WITHOUT A08 STOREFRONT CONSTRUCTION SCOPE OF WORK PORT LAN D, OR 97223 LIGHTING SHALL PROVIDE A MINIMUM VALUE OF ONE FOOTCANDLE AT FLOOR LEVEL, GYP GYPSUM (BOARD) A08.I STOREFRONT PLAN * ELEVATION M01.I MECHANICAL SPECIFICATIONS A UNIFORM THROUGHOUT EGRESS PATH FOR A MINIMUM OF q0 MINUTES. ( ) A08.2a STOREFRONT SECTIONS 4 DETAILS M02.1 MECHANICAL PLAN H.C. HANDICAPPED A08.2b STOREFRONT SECTIONS 4 DETAILS XO2.2 NOT USED ON-SITE LAN DOR D CONSTRUCTION CONTACT: 20. FIRE DAMPERS SHALL BE PROVIDED BY MECHANICAL SUBCONTRACTOR WHERE DUCTS H.D.F. NIGH DENSITY FIBERBOARD A08.3a STOREFRONT DETAILS M02.3 MECHANICAL PLAN NOTES AND SCHEDULES STORE TYPE: EXPRESS MALL OPERAT I DNS MANAGER PENETRATE FIRE-RATED WALLS OR CEILINGS. REFER TO MECHANICAL DRAWINGS. HGT HEIGHT A08.3b STOREFRONT DETAILS M03.1 MECHANICAL DETAILS I-IORIZ HORIZONTAL A08.4 STOREFRONT DETAILS M04.1 MECHANICAL RESPONSIBILITY SCHEDULES LOCATION: WASHINGTON SQUARE ROGER OTT . 21. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, HR HOUR A08.5 NOT USED TOOL, SPECIAL KNOWLEDGE, OR EFFORT. INCAND INCANDESCENT P01.1 PLUMBING SPECIFICATIONS LEVEL: 1 OF 1 (503) 63q-885 INT INTERIOR AOq VERTICAL CIRCULATION P02.1 PLUMBING PLAN AND NOTES 22. ANY MODIFICATIONS TO EXISTING SPRINKLER/ALARM SYSTEM AND EXTERIOR SIGNAGE LAV LAVATORY A09.1 NOT USED P03.1 PLUMBING DETAILS APPLICABLE CODES: BUILDING: OREGON STRUCTURAL, 2010 ONSULTANTS WILL BE UNDER SEPARATE COVER(5) AND PERMIT(5). PLUMBING: OREGON PLUMBING, 2008 23• LAVATORY(S) IS (ARE) NOT TO FACILITATE MORE TI-IAN 15 EMPLOYEES. A10.1 Da IM WALL (CABINET)^ �z Z. FL-.' STRUCTURAL MECHANICAL: OREGON, MECHANICAL, 2010 O ( ) ( ) AtO.la DENIM WALL (CABINET NIGI-I ROOF ELECTRICAL: OREGON ELECTRICAL, 2�8 ARCHITECTURAL A BBREVIATIONS e. : . .. . - . 501.0 STRUCTURAL SPECIFICATIONS NOTES ACCESSIBILITY: CHAPTER 11; OREGON BUILDING CODE ��•• �}R�j"I�j�-}OCIG ARC�--1 I-C- C-C-S INC• ,,\' " �DOO m A10.3 NOT USED 501.1 STOREFRONT FRAMING PLAN 4 SECTIONS ENERGY: OEESC, 2010 , � :,y. MAPOUEST ;,, � ,., 01 1 2400 ft A10.4 PUCK FOCAL WALL DETAILS 502.1 NOT USED BUILDING OCCUPANCY USE GROUP: M - MERCANTILE X130 S. SUNBURY RD. rz.. C ' A10.5 PUCK FOCAL WALL DETAILS 303.1 NOT USED ,,,r..,,,_ tµ s -� CONSTRUCTION 1� I Y `, r ;Y, , ` A10.G NOT USED SO4 504.1 NO- USED C S RUCTION CLASSIFICATION. E S s :_ �/ LLE, 01--4 •43081 � , �.� rdert Home 1 .,� c- -7 ." G t GERALD E/9�L 7 :�.:sus 1 410.; NO USED SO NO- USE TYP - (614 - • 5 � � F 506.1 MASONRY WALL OPENING E: 11 B ) 5 45 4550 `` ,�, A.0.8 NOT USED i, A10.q CABINET DETAILS FIRE PROTECTION: DEMISING WALL 1HR All BACKWRAP/CASHWRAP ASSEMBLY , r., �N �, , t A11.1 SACKWRAP * CASHWRAP ISOMETRIC SALES/NON-SALES WALL... 0 i w .e CEILING o (CLASS 'A' MATERIALS) MECHANICAL / ELECTRICAL I PLUMSIN .K _ �' NOi USED _ COLUMNS 0 ..i£s$78 i"8 fie...<,z<aA,... � >,. ?'h Al2 CONSTRUCTION DETAILS S R 1"1 S O C K E N I 1N , I NC. .•. Al2.1 PARTITION DETAILS SPRINKLERED: YES (o 130 S U NB U RY RD. z Al2.2 FLOOR TRANSITION DETAILS SEISMIC ZONE: CATEGORY 'D' WSST RBI I LLE 0I-1 43081 Al2.3 CONSTRUCTION DETAILS / ; Al2.4 NOT USED OCCUPANT LOAD: 221 ( 14) 5454550 4550 ci, g Al2.5 COLUMN * BASE DETAILS Ai2.6 NOT USED REQUIRED EXITS: C;TI'Y t)I+ T'YIGA ; -4 Al2.7 PASS TI-IRU DETAILS Approved......... 1..................t y--- NUMBER 2 Conditionally Approved...m........[ I X21�� Al2.8 WOOD PASS THRU DETAILS L5 r .. Al2.9 NOT USED MAXIMUM TRAVEL DISTANCE 250' See Letter to:Fa11Qw.-.....,..-„.....-[ I STRUCTURAL Attached................ . # RESTROOM REQUIREMENTS: Permit Number. '' I .: ; "' PAUL J . FORD . CO. • , . �s. _ . Add =�. � r „F PROHIBITION ON REUSE: WATER CLOSETS: 1 UNISEX .. THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT 250 E E. BROAD ST. ��: - �. ` � LAVATORIES: 1 UNISEX INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION Tigard COL U 1"f B U S 014 .43215 THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., 1 URINALS NOT REQUIRED � - D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ("ESDC"). DRINKING FOUNTAINS NOT REQUIRED (61.4) 221 -6679 • DEFE e THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT PUBLIC ACCESS NOT REQUIRED • t @1 l0 M apOuest P. . 02010 V EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO ESDC UPON r ,j COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE ESDC. ,Pfialthing WASHINGTON SQUARE COPYRIGHT NOTICE: ACCESSIBILITY REQUIREMENTS: 9585 S.W. WASHINGTON THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK UNDER SEC. 102 OF THE AMERICANS WITH DISABILITIES ACT - l i 2 ,�,,, • THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE D� SQUARE ROAD PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER - ► SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, w.sr PORTLAND, OR 97223 AND/OR MONETARY LIABILITY. Approved plans GENERAL NOTES VICINITY MAP DRAWING INDEX CODE SYNOPSIS shall be onjobsite. 1. THE GENERAL CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND FURNISH THE LEVEL 1 OF 1 BULLETIN DRAWING BULLETIN DRAWING BULLETIN DRAWING STORE MANAGER WITH THE CERTIFICATE OF OCCUPANCY. ALSO, PROVIDE A LIST OF UPDATE NO. ISSUANCE UPDATE NO. ISSUANCE UPDATE NO. ISSUANCE OFFICE COPY NAMES, ADDRESSES, AND TELEPHONE NUMBERS FOR ALL SUBCONTRACTORS, INCLUDING Sitlf311 ALL OWNER PROVIDED SUBCONTRACTORS. BOTH ITEMS TO BE MOUNTED IN SEPARATE 101Fa.00 CD SET OCCUPANT PICTURE FRAMES (8-1/2" x 11") ON REAR OF MANAGERS OFFICE DOOR (REFER HARDWARE • i L LOAD OCCUPANT GROUP G FOR MOUNTING HT.) AND ONE COPY TO OWNER'S PROJECT MANAGER. EXPRESS S.F. BREAKDOWN LEVEL: 1 LEVEL: - SCOPE: NEW PACKAGE: PKG 2 _ FACTOR LOAD DESIGN TYPE: DG GENERATION: FALL 2010 (101Fa) 2. THE GENERAL CONTRACTOR SHALL ALSO FURNISH COPIES OF SAID ITEMS TO EXPRESS SPACE NO.: C 0 3 STORE PLANNING, INC. ESD&C PROJECT #: 00075287 ARCH PROJECT #: 10163 3. PRIOR TO STORE OPENING, THE G.C. IS RESPONSIBLE TO ARRANGE FOR A CERTIFIED 1. GROSS AREA: 8�278 S.F. - S.F. 221 INDEPENDENT BALANCING CONTRACTOR TO BALANCE H.V.A.C. SYSTEM. REFERENCE "AIR d 5 (2 + 3 + 4) ESD&C PROJECT NUMBER- 00075287 BALANCING CHECKLIST" AND PROCEDURES ON MECHANICAL DRAWINGS. CONTRACTOR .,._, DOES NOT INCLUDE #5 SHALL PROVIDE THE LANDLORD AND OWNER'S PROJECT MANAGER WITH A COPY OF THE 11* ��~°~� UNIMPROVED AREA � lh 111.9.1mi IS UED: JUNE 2 2010 BALANCE REPORT. 2. SALES AREA. - S rJ m INCLUDES SALES FLOOR, �4� S.F. S.F. 30 2 :? DISTANCE TO 1111 , IF REQUIRED BY LANDLORD THE G.C. SHALL SECURE THE NECESSARY APPROVAL OF i:!! --"'� �----` ELEVATOR, PUBLIC STAIRS,STORE'S SPRINKLER SYSTEM FROM LANDLORD'S FIRE INSURANCE CARRIER. PUBLIC :�E /%"' " " ENTRY VESTIBULE FITTI BID DATE- 4. . JUNE 2 8 2010 /////, ,i ...., k (VESTIBULE) FITTING 1 RESTROOMS: _ - . ' I ROOMS. - 5. G.C. SHALL TURN OVER ALL KEYS TO STORE MANAGER CLEARLY MARKING EACH KEY FOR 1 1 3. STOCK AREA: 1 779 S.F. • S.F. 300 REVISIONS MI IDENTIFICATION. 298'-0"± �- al ® - , 4 INCLUDES STOCK/STAGING, REQUIRED BY: DATE REQUIRED BY: DATE 6. G.C. 5HALL PROVIDE A PROFESSIONAL CLEANING SERVICE FOR THE STORE AT THE TIME 2°111E3 i ! OFFICE(S), LAVATORY(S), EXIT OF COMPLETION. STORE SHALL BE CLEANED AGAIN AFTER MERCHANDISING OF THE - larr ' T^ - CORRIDORS 4 DUMBWAITER ........ . STORE, AS REQUIRED TO RETURN TO A "DUST-FREE" CONDITION PRIOR TO OPENING. ' - - S.F. - S.F. - - e LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 \-■ j -...''''" IMP d low 4. MISC. AREA- 7. G.C. SHALL EXPLAIN OPERATION OF ALL MECHANICAL SYSTEMS TO STORE MANAGER. ° °°°-- . I ) MECI-I/ELECITELCD ROOM(S) Ali,, 8. G.C. SHALL UNCRATE, ASSEMBLE, AND INSTALL REMAINING OWNER SUPPLIED FIXTURES -' � irij `�` 1 0 1 5. UNIMPROVED AREA: S.F. • S.F. j HARDWARE ARRIVING ON MERCHANDISE TRUCK. r] �""� . 4 p 1� ALL SPACE ABANDONED SY H BRAND OR RETURNED TO 4� q. G.C. 15 RESPONSIBLE TO PROVIDE (1) 30 YARD TRASH CONTAINER FOR ALL INITIAL 1 1 I R J LANDLORD - MERCHANDISE PACKING MATERIALS PRIOR TO STORE OPENING. DUMPSTER TO BE a 6. LINEAR FRONTAGE: L.F.I'o0 - L.F. REMOVED AFTER MERCHANDISING. _ I INCLUDES ALL LINEAR I l ' ' © r FRONTAGE FROM NEUTRAL PIER * INDICATES NO REVISION TO THIS SHEET * INDICATES NO REVISION TO THIS SHEET 10. ONE (1) AS-BUILT SET OF DRAWINGS SHALL REMAIN IN PLAN TUBE HOLDER. Y Z L a ka.i TO NEUTRAL PIER II(' ! �,! - �' ! I r II T I)- URNOVER REQUIREMENTS KEY PLAN BULLETIN UPDATE SCHEDULE AREA CALCULATIONS ,___, . -_, , ., QTY NO. LOCATION SIZE (NOMINAL) DOOR FRAME FIRE HDWR DETAIL NUMBER REMARKS / NON-SALES STOCKROOM FURNISHED BY INSTALLED BY REMARKS CABINETS/FIXTURES FRNISHED BY INSTALED Y REMARKS GENERAL FRNISHED INSTALED REMARKS width x hei ht x thickness MATERIAL RATING TYPE HEAD JAMB SILL NOTES O O G L O G L O G L O G L g I Q STOREFRONT ENTRY PR. 3'-0" X '1-0" X 5/8" GLASS FRAME LESS NONE B-I •A REFER TO STOREFRONT DETAILS CEILING (EXPOSED STRUCTURE) • • U.N.O. GABLES, NERD TRIM, CLEAT CHANNELS, PANELS, • •• PREFAB/PREFIN. BY GYPSUM BOARD: CEILINGS, WALLS, ETC. • • PPlin-2 •08.3a •08.4 SHELVES, PLATFORMS, PUCK WALLS, ETC. MANUFACTURER AND REQUIRED FRAMING 4 BLOCKING I 2® STOREFRONT ENTRY PR. 3'-0" X q'-0" X 5/8" GLASS FRAME LESS NONE B-1 •08.3b A •08.3b A08.4 REFER TO STOREFRONT DETAILS CEILING (A.C.T. IF REQ'D) PRE-FINISHED WOOD PANELS • • CONCEALED IN-WALL WOOD OR METAL BLOCKING 4 • F.R.T. AS REQUIRED 11=1P11111111111111111MININIP-MMIIIIIII. SPECIF IED FASTENERS FOR ALL ITEMS IN STORE T .. - . ��.•IPP'A08.3 MIMIC' LIGHT FIXTURES (W/LAMPS) • • PLYWOOD BACKING (VARIOUS THICKNESS-AS Z • (VARIOUS ) • • - ® NOT USED - - - - - - NEEDED FOR STRUCTURAL SUPPORT) • F.R.T. AS REQUIRED CONCEALED SHIMS VARIOUS SIZE O " t " " REAR SERVICE DOOR ALARM / BUZZER SURFACE MOUNTED BASE SEE FINISH SCHED. GLAZING CHANNELS, FITTINGS • 7 50 FITTING ROOM 2-q X 5-4 X 1-3/4" S.G. WOOD WOOD NONE D-1 IMP":2110112111MIPRE-FAB/PRE-FIN BY MFG • AND STRUCTURAL SUPPORTS • (.� V i © FITTING ROOM (ACC.) 3•-0" X 5'-4" X 1-1/2" S.C. WOOD WOOD NONE D-1 A13.2 A13.2 PRE-FAH/PRE-FIN HY MFG REAR SERVICE DOOR SIGNAGE SHIMS (PRE-FINISHED) • • SPACER @WHITE WALL WOOD HOLLOW METAL DOORS FRAMES (TYP.) • • z = BAY CABINETRY CC I 0 TOILET ROOM 3'-0" X 7'-0" X 1-3/4" HOLLOW METAL METAL NONE F-1 IMI273151111111r; D Al2.3 PAINT P-5 REQ'D FOR LEVELING GABLES DOOR HARDWARE (TYP.) WALL COVERING (WC-1) • • SHIMS (TYP.) • • AND CABINETS • X1,1 1 ® SALES 1 NON-SALES 3'-0" X 7'-O" X 1 3/4" HOLLOW METAL METAL NONE E-1 1511M.P.3111111A11173 D Al2.3 SIDE /P-5 NON- ALES SIDE _. .�: _ _ — T Z I q� OFFICE DOOR 3'-O" X T-O" X 1-3/4" HOLLOW METAL METAL NONE G D PAINT P-5 WALL BASE MDF PANELS W RECESSED STANDARDS MANUFACTUREAR, TEMPERED GLASS • • Z 0 Al2.3 PREFAB/PREFI . 8Y MFR, T V � �� u w r II �� - : FLOORING MDF PANELS (3" FILLERS AND ENDS) • • Q mromi e = = =- '111111111111111. --r - - SHIPPED LOOSE GLAZING CHANNELS `,.J /Al2A PR" /Ai2.q - _ _ l.� _. T�:� 1 PAI T P-1q PAi T P-6 FOR LACQU 3-EP 'AID W -. •. (1) CLEAT MTD. ON MDF PANEL T ca IV P"'Al2.3 P ' Al2.3 Pr'-Al2.3 •�► >r _❖ •►1>�". METAL CORNER GUARDS WOOD CLEATS FRENCH CLEAT) ' 5EALANT CL MIMI - I. N ��l��!!l!!�!11M1, I �TM% / r M ( ) (1) CLEAT MTD. TO WALL V r - ��i '�i'�Pr'Ai2.3 rAl2.3/Al2.3 SURFACE MOUNTED STANDARDS, BRACKETS, PREFAB/PREFIN. BY W T 2 ® NON-SALES 3'-0" X 7'-0" X 1-3/4" HOLLOW METAL METAL NONE 14 D PAINT P-5 LADDER HOOKS, CLIPS, ETC. • • INTERIOR SIGNAGE • • MANUFACTURER PLATE GLASS MIRROR (W/ POLISHED EDGES) •! a.� 3 Al2.3 Al2.3 10 CO - 14 NOT USED - - - - - _ MELAMINE SHELVING • • FRAMED IMAGES • • PAINT • • W IWIIIIMOMI SHELVING HARDWARE PRE-MANUFACTURED SHELVING GASHWRAPS CORNER BEADS • • r 1113) co en UNITS =En -- ---- - - _ _ ��1p% T / w��mow. I co L�J IlLilliffaiiiiiiiiiiiiiiilly SHELVING SYSTEM (FIXED MOBILE) • I 2 '1 r ................ ..... LAY-IN CEILING (TILE 4 GRID) • , C CC IL.1 16 SERVICE DOOR 3'-0" x 7'-0" x 1-3/4" METAL METAL 1 HR J,K H Al2.3 B Al2.3 A Al2.3 NEW DOOR �� _.. �,� �.- , - W O © NOT USED - - - .. _ _ PROCESSING TABLE FLOOR FIXTURES I MANNEQUINS PLACED ON SALES FLOOR BY FIRE EXTINGUISHERS • • a larliMMI G.G. CC - ® NOT USED - - - - - MIIMIIIIMI - DRAWING PLAN TUBE • • COLUMN MTD. AND WALL MTD. MIRROR FRAMES • • U.N.O. EXIT LIGHTS • • to ,_ T•- ® NOT USED - - - - - IMILLMIAll - SOUND SYSTEM • • FINAL HOOK UP 4 TESTING MIRROR GLASS VV/ POLISHED EDGES ACCESS PANELS (GYP. BD.) • Xi BY OWNER HARD"' • GROUP A: BLIND DOOR HARDWARE GROUP E-t SALES/NON-SALES DOOR SINS • • LATERAL BRACING • • AS REQUIRED BY CODE 4 EA. HINGES: 216, MAXIMUM OF (1) HINGE P ERY 30" HEIGHT 1 EA. PULL: SCI4LAGE D SERIES ND170 RHODES, SINGLE DUMMY TRIM, LADDER(5) • • MOISTURE BARRIER • • PER SITE CONDITIONS, AS 1 EA. ROLLER CATCH: ` -- 36-B26. ON PULL SIDE OF DOOR. 626 FINISH. REQUIRED BY CODE 1 EA. DEADBOLT: STANLEY 131.• = T7 • r CH 826 FINISH. LOCK CORE TO 1 EA PUSH PLATE: ROCKWOOD #70F 8" X 16", STAINLESS STEEL FINISH, FURNITURE • • SALES-FITTING ROOM DEMISING WALL - STUDS EXISTING BE BEST COMPATIBLE, K* • _ .c- •GE/CLOSET DOOR. MOUNT BOTTOM AT 30 A.F.F. 1 EA. FLUSH PULL: IVES '%-=26. 1 1/2 PR. HINGES: STANLEY F8817q, US26D FINISH. 1 EA. KICKPLATE: ROCKWOOD, 10" NIGH BY 34" WIDE, MOUNTED i" FROM BULLETIN BOARDS • • WALLCOVERING • • DEMISING WALL - GYP. BD. • • U.N.O. Z LOCATE ' - OF DEADBOLT AT 18" A.F.F. ON SALES SID PIP-, BOTTOM OF DOOR ON SALES SIDE. U532D FINISH. Z Q .. F .• PULL CENTER AT 22" A.F.F. 1 EA. CLOSER: LCN P1460, DOOR MOUNTED ON SALES SIDE. ALUM. FINISH. LOCKERS • • DOORS (PRE-HUNG) • • UNISTRUT / ALL THREAD • • W o W O �, Z 1 EA. DOOR HOLDER: IVES 452-5"-B26D US26D FINISH. Z N z W O �� W }-ZW J O VOW<Z �QJ N �Q�Z= �GO.,aZ� 1 EA. DOOR STOP: ROCKWOOD 461, U532D FINISH. TIMECLOCK • • DOOR HARDWARE • • GROUT • • °=N W W ,�'- a o w�■■i��■Iw�■�l °o r m��m�W M��, HINGES W STOP, IN-SWINGING WHEN INDICATED IN Q O W Z =a d _ NW°�X o3�3°W � �o=d H.C. F.R. DOOR HARDWARE •• •• BURGLAR ALARM SYSTEM • • U= ~°... N:it N~`�'■��L A� ONLY CONSTRUCTION DOCUMENTS Q W=° Q °HARDWARE GROUP B 1: FRAMELESS GLASS DOUBLE ENTRY. DOOR HA- _ -E GROUP E Z: SALES/CORRIDOR AND Nt?N-8ALES �� W,�W a.� - .irMid/ir7.1�.7rirlrri,Zi..r.J�i7ii.v�v(l.a1111\I ____�_ . .- -.r r O_ O. G N�'''� F''� O" V N N DREAMSTEAMER UNIT WOOD HEAD, JAMB TRIM FOR FITTING ROOM ,..,.�'.• ,�l•/..-�.,�1<-..z- ....1,.I1 �� r ��W �� - - = N W Z - a 0 o~W _ o=(.,ENTRY DOOR AND HARDWARE SUPPLIED AND INSTALLED SY GLAZING CONTRACTOR WHEN REQUI_ : -Y CODE D00R5 - - �L ��L AI� - -- `Z Z°z Q Q �- Q W o- - ..- • - -- _" Z W Q Z O 4 L,- N J AND INCLUDES THE FOLLOWING: �� ° p U W,.,TV CART/SHELF REFRIGERATOR MICROWAVE ��TM� Z,n z" N Z° 0~ Z,i EA. SCHLAGE D SERI OS RHODES P•. = - LATCH 626 FINISH. • • DOOR BUMPER • • W-°_Q z W! O Z "" W°°°r♦r - - -, wr -.-,_ r,r -r --r �- =H Z W Q F-O Q W I / / A/�1►C+ll-I►lei-LI\.=-'-I'I"1.11 iI�7a17 -` '_-� '- Z 3 W Z °3=U i- Z Q Z 1 PR. TEMPERED GLASS DOOR: TEMP GLASS, 10" HIGH 1 1/2 PR. HINGES: STANLEY F5817', • - '1514. BREAK TABLE W/ CHAIRS �" �r��M� o W m s N o Q Z_�__�_. W a W O W W O..Z a O W a ..R i- O � OC�V RECTANGULAR PROFILE BOTTOM RAIL PART # ML 1000, 1 EA. KiCKPLATE: ROCKWOOD '` 'I - ." WIDE MOUNTED 1" FROM ..._: _ _ _ �r v�o ��r �m= y W o,,,U WITH 2 TOP PIVOTING PATCH FITTING # oG-20 BOTTOM OF •••1- • -• ' T O 1 L E T ROOMS PREFABRICATED HANG BARS -.�1._,.>r ,.��- �.,.�..►_,,.�....� �� ..=_ ix x Q Z M�Z' SALES SIDE. U INISH. �r�� ~��N W�,o� a. w AND (1) 13/4" X 1 3/4" HEADER FOR TOP PIVOT ASSEMBLIES. 1 EA. CLOSER: -1460 DOOR MOUNTED ON NON-5 SIDE. ALUM. FINISH, °W L L4"" °" W W W WJU V t..NJ0 O FINISH ON DOOR RAIL AND PATCH FITTINGS: BRUSHED STAINLESS STEEL i �. 110.P- "• "_ CEILING PREFABRICATED GRAB BAR • • W°=cc x W z° W°0 a=Z �a �w N°-,2 Z N W m Z=Q 0~ Z .4°N N LDER: IVES 425-5 826D, US26D FINISH. 3 W it W Q Z ° Q C > 0 ■ 1 LOCK SET: 1 DOOR STOP: ROCKWOOD 461, U532D FINISH. °-W=° ° �, o -W,,,W 2 EA. U-CHANGE CYLINDER LOCK: U-CHANGE LOCK CO. #31AB1A002 LIGHT FIXTURES (W/LAMPS) • • BENCH/STOOL • • ,_ .~Z ~°Z a Z, °N~=-at. CHROME FINISH, LOCK TO BE KEY OPERATED FROM ° ~Z o =- OUTSIDE. DOORS. TO BE KEYED THE SAME. i-nl_I.r a W 11��W 11� a-g°Z° o W W W- a=..-Z= C3 O �w U Z !- J METAL FRAME FOR MIRROR DEMOLITION 0 `� N m �'= Q-"N ---� �- in. W W� oW==i-m 0�W�W� 1 EA. DEAD BOLT: RYADON LL05 LONG THROW DEADBOLT LOCK AT HARDWARE GROUP F-t TOILET ROOM DOOR �� W.�,~<W Z .. ~~co Z°,,_.° BOTTOM RAIL A LOCK WOULD 8E ON EACH LEAF �N°��_° i �FLOOR AND WALL FINISH (NON PUBLIC) J MOLD FOR MIRROR FITTING ROOMS BARRICADE/FINISH HY LANDLORD .Z W Z ! a i EA. STRIKE PLATE: ASSA #4NIVR1325P2 1 1/2 PR. HINGES: STANLEY FB817q, US2D FINISH. o Q Q Z 2 EA. THUMB TURN: RYADON M-SSTO1 I EA. LKSET:SCHLAGE ND4O5 RHODES BATWWBEDROOM PRIVACY LOCK. -.OW r-,1.0 O O FG�F-0 N Q GO8 cr-cl C=-- FYW z V}- SEALING WALL BASE SEE FINISH SCHEDULE BARRICADE GRAPHICS (TENANT) • • PER LANDLORD APPROVAL o W Z o i a o W d=W= d W T a_L W 1 OLDCASTLE # D5-2 ANGLED DOOR STOP, HEAD MOUNTED 626 FINISH. • • • • °=Q , a Q O-t-CEO,.Q'W Q !-Q�tQNO UF-x .----W N� 1 EA. DOOR HOLDER: IVES 452-5"-B26D, US26D FINISH. 1 EA. DOOR STOP: ROCKWOOD 461, US32D FINISH. �� I EA. CLOSER: LCN, PI460 ALUMINUM FINISH. WATERCLOSET (W/FLUSH VALVE AND SEAT) • • FLOORING • • - ∎r i■r 1.. ___ r -,__ 1 DORMA GPA440 CENTER HUNG PIVOT SET =,_,�:,►i�.:1•-,_�+:1._,•.1�.-s•� ��a A�r AIM= - - - 2 PR. DOOR PUSH/PULL: FORMS AND SURFACES, HDREC2010-24"-US32D. ��r� 0) N L.,_ co 2 STAINLESS STEEL DUSTPROOF STRIKES AT 110', OAS-LKDP5.5 HANDICAP GRAB BARS • • WOOD FLOORING ADHESIVE • • TEMPORARY POWER • 2 STAINLESS STEEL DUSTPROOF STRIKES AT THE CLOSED POSITION, � o 0 OAS-LKDPS.5 HA-+• RE GROUP F-2: ATYPICAL TOILET ROOM DOOR LAVATORY (WFAUCET) • • CEILING (GYP.) • • TEMPORARY LIGHTING • • 0 0 0 ATYPICAL 1 :1 INED AS STORES WITHIN THE NEW YORK M r=-'•LITAN AREA MIRROR (ABOVE SINK) • • TEMPORARY DATA/TELEPHONE LINES • • OPERATIONAL LANDLINE REQ'D. (%J o OR WHEN WE TOIL -•• IS LOCATED DIRECTLY OF - THE SALES FLOOR. AT TIME OF .IVAC COMMISSIONING N ARDWARE GROUP B-2: FRAMED DOUBLE ENTRY DOOR MIRROR (ON BACK OF DOOR) • • SALES AREA BRAUNG/s��oRING 1 1/2 PR. HINGES: STANLEY F881 ', - • '1514. J - 11- USE AT LOCATIONS WITH INCLEMENT WEATHER CONDITIONS 1 EA. LOCKSET: SIMPLEX LI0 • • SPECIFY HAND WHEN ORDERING Q SCHLAGE LOCK = _ATIHLE FOR K i _RIDE AND PRIVACY TOILET PAPER DISPENSER • • GARCY STUDS W/ STANDARDS • • DUMPSTER • • u_ ENTRY ►s.•R AND HARDWARE SUPPLIED AND INSTALLED BY G •L FUNCTI•►. �� 1 EA. STOP: ROCKWOOD 461 U532D FINISH. - - �w��w�R. lr�.�i-'r�-��rilr:li��•.-.-:,:r�r.-�,�r� -- -- - - •-- CONTRACT,. .ND INCLUDES THE FOLLOWING: .•e,- �, _.v1�_,::"I.n_=�-�-�-sue M .r 111•11101111111111111W I� - _ - - -- --- -" �a_,..,..1. r-,.1.�4.4r�..za..,1r,.._sr- ��r II 1111111111111 - . - �L AI��L ,�■r.7r7?. a�:1�i�^ZTi �rI3. LIGHT FIXTURES {W/ LAMPS) • •. .•'0w """m -A''" ,-r,•_,.�-'_,.,-1• L ��L ,� F' 1 • CLOSER: LCN, P1460, ALUMINUM FINISH. --' �� MNIMMINMIN MINIMINMIS Z V 1 PR. FRAMED P00-• OLDCASTLE ARCHITECTURAL TEMS. NARROW STILE IINNIMENNIMI MINEMINIMIN - - .-- O SOUTHWEST NS ;`i 4 SERIES, 10' HIGH ;;• • RAIL (KICKPLATE). PAPER TOWEL DISPENSERS • • CONC. FLOORING (LEGACY) • • FC-13 a, AI��` WM.. W O 2 PR. ROTON HINGES INNOMMENNEMINMENNEMEMENNIMMENIMIIMINMEIMMEIMMINIMINNE 1. ' Si• VIIrir.is,.iT..�r-ir.-au�� -- ME-- r --- r ��r m�= - •- - , -- --- -" FLOORING FILL AND PREPARATION FOR AS REQUIRED FOR FC-13 r m��r vim - - < < a. 2 01-ICC DORMA CLOSERS �,.,.�.;��.►_1.1:.•:.: L A��■ AN�win 1-rai i z:.1 4r:x4.1..1-x.1,.14. • • , . -: - L 4111111101111111111•11111011111111. �� Y w 1 1/2" X 6" PEMKO THRESHOLD • % 5 r��r� - CONCRETE AREAS • VENDOR SUPPLIED FINISH. aliMMEIMIN MISIMINENNE 3 V Z W 2 U-CHANGE CYLINDERS HARDWARE GROUP G: OFFICE DOOR TRASH RECEPTACLE • • FLOOR SEALING • • FLOORING PREPARATION • • MASTIC REQUIRES SURFACE00 OR n Q 0't 1 MS-4017 ADAMS RITE '•INT LOCK APPLICATION Q = 1 2" X 4 1/2" NON- :.• SOM FRAME PREP •'_ DOORS OFFICE DOOR TO BE KEYED SEPARATELY FROM OTHER DOORS AND FROM R.M. 0 2 PR. DOOR PU •ULL: FORMS AND SURFACES, •REC2021-24-U532D. AND R.A. OFFICES. SIGNAGE PAINT/PRIMER i 0 h OLDCASTLE * P ANGLED DOOR STOP {HEAD MOUNT ► OFFICE DOOR TO R.M. AND R.A. TO BE KEYED ALIKE WHEN PRESENT. " w Z o oNI 1 EA. DOOR • DER: IVES 452-5"-826D, US26D FINISH. FLOOR MOP SINK AND SPIGOT W 42 1405E • • ADA APPROVED ALUM. KICKPLATES • • . CX In FINISH e ATCH MT-3 1 1/2 PR. HINGES: STANLEY FBB17q, US26D FINISH. FRICTION TYPE MOP HOLDER (DOUBLE o 1 EA. LOCKSET: SCHLAGE ND53PD RHODES, ENTRANCE LOCK, 626 FINISH. SINGLE STRIP HOSE HOLDER •• •• SPEAKERS, AUXILIARY AUDIO INPUT, 4 WIRING • • = fir, o 1 EA. SCNLAGE COMPATIBLE LOCK CORE, LOCK TO BE KEY OPERATED FROM NON-SALES SIDE OF DOOR. SHELVES AT LAVATORIES/MOP SINK • • SPEAKER ENCLOSURES, WIRING * CEILING GRILLES • • z 1 EA. DOOR STOP: ROCKWOOD 461, US32D FI I . p EA. CLOSER: LCN P1460, US26D FINISH. Z I- Q FAN SPEAKER WIRING CONDUIT AS REQUIRED BY CODE STOREFRONT ° Q HARDWARE GROUP B-3: FRAMED DOUBLE ENTRY DOOR EA. DOOR SEAL (AT RATED DOORS): PEMKO 588W 4 z M 1 EA. CLOTHING HOOK: ROCKWOOD, 806 X 625 INSTALL AT MOUNT, CENTERED - - ��w��— SPEAKER LINE TESTING, SYSTEM PERFORMANCE MATCH MALL FLOORING-MAY BE Q • 2 •_ " "'•'�- "`•'� �� CHECKOUT * SYSTEM SIGNOFF • AVAILABLE FROM L.L. V) 0 V USE AT LOCATIONS WI H MILD CLIMATE CONDITIONS ON OFFICE SIDE OF DOOR AT 68 A.F.F. 628 FINISH. � �� • MALL FLOORING • ! � M N � F E T L T T LD L TE 2 EA PICTURE FRAMES: 8 i/2" X 11" BY G.C., MOUNT AT 54" A.F.F. TO fi.) LT `( V � .. w OFFICE SIDE OF DOOR. CEMENT BACKERBOARD • • SEE E/Ai3.l SURFACE MOUNTED WALL BASE • • SEE FINISH SCHEDULE BASE (ALUM.) • i � A� 3 ., a ENTRY •••i- AND HARDWARE SUPPLIED AND INSTALLED BY G�∎ .. CONTRACTOR Z X . CX CL 0 AND INCLUD a- THE FOLLOWING: �w� - • CONTACT: CARL LAMBERT -� �iCsa l.�...�_.. 1= '== L Any ANTi-FATIGUE MAT • • BRAKE METAL FASCIA • • i.... as . Z 2 LT i/2 TEMPE' -• GLASS 36 X 108 ��M� V N •• Z 614-237-0384 2 10" BOTTOM RAI - 'RT # ML1000 HARDWARE GROUP It NON SALES DOOR W W O V CORNER GUARDS STOREFRONT GLAZING SYSTEM 0 X ckS 2 4 TOP RAILS ML O 0 O t1'! � 2 STANDARD BOTTOM LOCK' 1 1/2 PR. HINGES: STANLEY FBB17q, US26D FINISH. � BRAKE METAL AT DENIM PASS-TI TEMPERED GLASS o- LT � � _ tVll O w 1 A. LOCKSET: SCI4LAGE ND1OS RHODES, PASSAGE LATCH 626 FINISH. MANAGERS OFFICE • • • 2 014CC DORMA DOOR CLOSERS 1 EA. CLOSER: LCN, P1460, US26D FINISH. 2 PAIR F/S HACK TO BACK P ►X022-22 US32D " " " — — NMI �-.1-�.,w.�-�.�aa.�l.r��...■.�.�_� REVISIONS: 1 EA. KICKPLATE: ROCKWOOD 10 X 34 MOUNTED 1 FROM BOTTOM OF DOOR. FILE CABINET, PC CART • • TRAFFIC COUNTER • • CONDUITS 4 J BOX BY G.C. -yellow rear-4 a6.�.e-11■>..i r ��W �� 2 STAINLESS STEEL DU5 "-OOF STRI ' ' L '�-L '�- -' ..'_ REQUIRED BY: DATE US32D FINISH. �N■��■ E�� ` 2 INTERIOR THUMB TU','S 1 EA. DOOR STOP: ROCKWOOD 461 US32D FINISH. „ G.C. TO FIELD CUT AS NOTED. w��w .- : , : : ; A LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 4 7/8" X 1 3/4" V=- ICAL RAILS ' CEILING/PLATFORM 1 MARKETING PIPE RAIL FITTINGS - r ��r �� DENIM :,:��•� t�a�i► •� -tom.:�w-,.i••_>,t-. L A ��L A�� - -,. ..- 1 1 3/4" X 4 1 HEADERS 72" WITH FRAME SIGNAGE (AT STOREFRONT OPENINGS, �� ` 1 72" P • THRESHOLD HARDWARE GROUP J SERVICE DOOR- EMERGENCY EXIT LIGHT FIXTURES (WWLAMPS) • • PLYWOOD WALL PANELS • • DENIM WINDOWS AND WALLS) • 2 U-C . 'GE CYLINDERS #31A131A002 1 0 • ASTLE * DS-2 ANGLED DOOR STOP (HEAD MOUNTED) G.C. TO PROVIDE AND INSTALL THESE ITEMS: FLOORING • • PLYWOOD WALL PANEL ADHESIVE • • LIGHTING (W/ LAMPS) • • 2 ' . DOOR PUSH/PULL: FORMS AND SURFACES, HDREC2021-24-0532•. EA. DOOR HOLDER: IVES 452-5"-826D, US26D FINISH. i 1/2 PR. 4ING : STANLEY 931317q WITH NON. REMOVABLE PIN, US26D WALL BASE • • FLOORING FILL AND PREPARATION • • METAL REVEAL AT BULKHEAD/NEUTRAL PIER • • PAINTED OR AS REQ'D BY L.L. FINISH TO MATCH MT-3 1 EA. KICKPLATE: ROCKWOOD, 10" HIGH - FULL WIDTH OF DOOR, MOUNTED 1" FROM BOTTOM OF DOOR. US32D FINISH. FURNITURE • • WOOD FLOORING ADHESIVE • • FROSTED FILM ON GLAZING • • IF REQUIRED 1 EA. CLOSER: LCN P1460, MOUNTED ON STORE SIDE OF DOOR. ALUM. FINISH. i EA. LATCH COVER: LATCH-GUARD INC. 3" X 11" TAMPER PROOF. SHELVES • • TILE FLOORING • • FC-1 TRENCHING I SCORING SLAB (IF REQUIRED) • • HARD' -E GROUP C-t ROLLING GRILLE 1 EA. SEAL/SWEEP: STANLEY 5070, U532D FINISH. MOUNT ON EXTERIOR SIDE =INDICATES NO REVISION TO THIS SHEET AT BOTTOM TO PREVENT RODENT OR WATER PENETRATION. SHELVING HARDWARE • • WOOD FLOORING • • FC-q SENSORMATIC DEVICES AT ENTRY / PASS • • INSTALL AND TEST BY HARDWARE • -ROVIDED WITH ROLLING GRILLE BY MANUF• RER MUST INCLUDE: 1 EA. PEEPHOLE• IVES 6q8 1326D FINISH. MOUNT AT 54 A.F.F. G14 S SENSORMATIC 0 SHREMSHOCK 1-CENTER LOCK I' •.• OM RAIL. U-CHANGE LOCK CY •ER W/ THUMB TURN ON PROVIDE PERIMETER WEATHERSTRIPPING ON EXTERIOR DOOR. w��w� SENSORMATIC DEVICE TRENCH FILL, BUILD UP • • DEPTH REQUIRED FOR STORE SIDE. - L ��L a 4 FLASHING SENSORMATIC DEVICE Shremshock Architects, Inc. DOUBLE SLIDE SAR WITH E CENTER ' f'SE. �� OWNER TO PROVIDE AND G.C.TO INSTALL THESE ITEMS: �wME MwMEM Gerald S. Shremshock Architect PANIC RELEASE HARDWARE INS ED = G.C. FOR MOTORIZED GRILLE TO MEET " MECHANICAL =` "' -•'" '' =I I I I MARKETING GRID SYSTEM • ' �� L �� 6130 S. Sunbury Rd. Westerville,OH 43081 CODE REQUIREMENTS. i EA. ALARM LOCK, PANIC RELEASE - CENTER AT 45 A.F.F. (OR AS MECHANICAL WORK (A5 SPECIFIED) t: 614 545 4550 f: 614 545 4555 ROLLING GRILLE BOTTOM RAI • D PLAT • BE FINISHED TO MATCH ADJACENT SPECIFIED PER CODE) • •• CEILING (A.C.T.) • • NEUTRAL PIER • • (EXISTING) METAL CLADDING. • • 1 EA. SIGN LABEL: LOCATE ON OUTSIDE FACE OF DOOR, CENTERED AT 66" A.F.F. SEE MECHANICAL DRAWINGS A� ' MANUFACTURER TO TALL SIGNAGE ON STORE 51 BOTTOM RAIL OF GRILLE T1 TO STATE: ' _ILLE MUST REMAIN IN FULL OPEN P051 , DURING STORE HOURS NOTE: ANY DOOR LESS THAN 3'-6" WIDE MUST BE ABLE TO OPEN 154 DEGREES MINIMUM TRIMS ENTRY DOORS f WHEN UPIED SY THE GENERAL PUBLIC. GRILLE SHALL =- •'-ENABLE FROM FOR ARM-A-DOOR PANIC RELEASE ST.' - PLUMBING MIRROR Z-CLIPS - SALES AREA ENTRY DOOR HARDWARE (U-CHANGE) • -; =, E° SIDE W/OUT USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN S.• , IS GEL , o v Fr S1,0 OCCUPIED." PLUMBING WORK (AS SPECIFIED) • • CORNER TRIM FOR SALES AREA WALLCOVERING • • C.ONC. FLOORING • • FC-13 • HARDWARE GROUP K: RATED DOOR ACCESSORIES SEE PLUMBING DRAWINGS HARDWARE GROUP D-t FiTTING ROOM DOOR TO BE (1) OR (2) HOUR FIRE RATED TO COMPLY WITH STATE AND LOCAL END TRIM FOR SALES AREA WALLCOVERING • • r i ��r I�� , (pi CODES. �� S' ISIIIIMMEMMINSIIINEMEMNI '-;-41-74"HARDWARE AS PROVIDED WITH DOOR SI DOOR MANUFACTURER/ SUPPLIER. FRAME TO BE 1 1/2) OR (3/4) HOUR FIRE RATED TO COMPLY WITH STATE - �' oF a ( ) ( ) FIRE PROTECTION =� - L AI��L .�� ' c• • ALL LOCKSETS ARE TO SE POSITIONED IN THE SAME WAY. AND LOCAL CODES, NOMMINNONNES MISMENIOMININ HANDICAPPED DOOR IS TO RECEIVE LEVER TYPE HANDLE. 1 EA. SMOKE GASKET: AT PERIMETER DOOR LOCATION. III3 MEM SEE FIRE PROTECTION DRAWINGS �SE��TT�� FIRE PROTECTION WORK (A5 SPECIFIED) . .... G.C. TO INSTALL A SMALL BEAD OF CLEAR SILICONE CAULK AROUND ALL DOOR 1 A. CLOSER: LCN P1460, ALUMINUM FIN15H. "`-��•""`"�- 11 4' �� HARDWARE AND MIRROR. I EA. PEMKO THRESHOLD # 176A DATE ISSUED: 06/25/10 1 EA. PEMKO SHOE * 234AV SAFETY VINYL • • DESIGNED BY: M H IN ADDITION: + �w��w� DRAWN BY: J E B 6 EA. 3' SCREWS FOR ALL FR DOOR 1NGES (BY GC) ELECTRICAL . - H , ; ROUP L. STORAGE/CLOSET DOOR (FOR 2'-O' TO • •R) a.:.��:,r.` �■�r ��r �� '� ��""'�� ""� CHECKED BY: K M M milimonam mommonom FOR FITTING ROOM DOORS THAT REQUIRE DOOR STOPS TO PREVENT DESTRUCTION OF ELECTRICAL WORK (AS SPECIFIED) w��w� 17q. US26D FINISH. " r lo�w��w�r �mm DRYWALL, PROPS, MIRRORS, ETC OR AS DIRECTED BY OWNER'S PROJECT MANAGER 1 1/2 PR. HINGES: ST• ` -" _=:- SEE ELECTRICAL DRAWINGS _ L �� ,� RESPONSIBILITY , 1 EA. LOCKSET: SCHLAGE ND7OP 0 - -e• .��. ROOM LOCK 626 FINISH. (EXAMPLE: IN SWINGING H.C. DOOR) - w��w� 1 EA. KICKPLATE: ROCKW00• A" - t4 X 42' " • 11i• NTED I" e- e _ r i�MEN�r �� 1 EA. CUSTOM BRUSHED CHROME DOOR STOP (PROVIDED HY OWNER AND L ��IL �� & DOOR r INSTALLED SY G.C.) FROM :kis' a •' DOOR ON SALES/NON-SALES. 1 .` NISI4 �� I E_A E. COMPATIBLE LOCK CORE, KEY TO BLIND DOOR. STRUCTURAL SCHEDULES 1 ,i_.:, ❖.•i: •i-: :•. ..•�•• • k .■ + STRUCTURAL WORK (AS SPECIFIED) • • ill t SEE STRUCTURAL DRAWINGS DRAWING NUMBER: N.T.S. N.T. _A 111) (11 DOOR SCHEDULE & HARDWARE GROUP RESPONSIBILITY N s -'�G SCHEDULE A NOTATIONS. O. OWNER (EXPRESS OR VENDOR) G. GENERAL CONTRACTOR L: LANDLORD A oaNAOO2GODOOR _ 1. THIS SECTION IS INCLUDED FOR GENERAL REFERENCE WORK TO BE PERFORMED BY THE GENERAL CONTRACTOR (G.C.) APPLIED AS NEED TO STORE. RASED PROJECT BARRICADE O LEASE LINE ct»�1'.� _ _ r�=r-f-a�i- -g-�-a�r.4wi.i� WOJI111111111111.116Wi �-"`-" -` j� L I^11 J'" �� ' 2. G.C. TO REMOVE ALL EXISTING LEASEHOLD IMPROVEMENTS AS REQUIRED TO ACHIEVE LEASE PLAN CONDITION. DEMOLITION INCLUDES, BUT IS NOT Z i, UNLESS OTHERWISE DIRECTED BY THE OWNER'S CONSTRUCTION MANAGER: G.C. TO CONSTRUCT TEMPORARY IN - ••`` LIMITED TO THE REMOVAL OF ALL EXISTING PARTITIONS, CEILINGS, FLOOR COVERINGS, PLATFORMS, DISPLAY SHOW WINDOWS, CABINETS, ETC. • O r it " , �- - PHASING BARRICADE(5) OF 5/8 GYP. BOARD EACH SIDE OVER 3 5/8 METAL STUDS @ 24 O.C. BARRICAD E TO BE ��:.Al.�, .�.�.a�.o.N�.,.r_��-�s� �. UNLESS NOTED OTHERWISE. DEMOLITION ALSO INCLUDES THE REMOVAL OF ALL EXISTING ELECTRICAL. MECHANICAL, AND PLUMBING FIXTURES AND 1- 2 (E) BULKHEAD / NEUTRAL PIER TO REMAIN .,;,��-, 1- �-� :_ EQUIPMENT, UNLESS NOTED OTHERWISE WITHIN LEASE SPACE AND ON THE ROOF. v FULL HEIGHT AND BE ADEQUATELY SECURED AND BRACED - BEING STRUCTURALLY NEATLY TAPE 0` .." AT CEILING AS MMMMMNIIOIMNOMMIMIMOIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIII 3. G.G. TO COORDINATE WITH LANDLORD AND THE OWNERS OF ALL ADJACENT TENANTS A CONVENIENT TIME TO PERFORM DEMOLITION WORK. G.C. IS TO u VISQUEEN DUST BARRIER OVER REQUIRED FOR DUST PROOF CONDITION. TAPE AND SPACKLE GYP. BOARD SMOOTH. PRIME AND -4 PAINT TO MATCH PROVIDE AND INSTALL ALL TEMPORARY MEANS OF EGRESS, TEMPORARY LIGHTING, AND ALL SAFETY DEVICES IN ACCORDANCE WITH STATE AND 25 GA. 3 5/8" METAL STUDS @ STORE WALL COLOR. G.C. 15 TO INSTALL OWNER SUPPLIED, SURFACE MOUNTED WALL STA► • -• AT 24" O.G. FROM FLOOR (E) DEi"tISING WALL TO REMAIN. REMOVE (E) FLOORING TO BE REMOVED. PRIME 4 PREP AS LOCAL CODES AND LANDLORD REQUIREMENTS. 24" O.C. SECURE TO MALL BULKHEAD. TO CEILING ON SALES SIDE OF BARRICADE, INSTALL IN-WALL BLOCKING AS NECESS£ : ■ HIND EACH STANDARD. (FEE FOR REQUIRED TO RECEIVE (N) FLOORING; CONCRETE 4. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER A5 REQUIRED TO ACCOMMODATE NEW WORK, PREVENT MOVEMENT OR SETTLEMENT OF PATCH AND REPAIR TO MATCH (E) CONSTRUCTION AND FINISH OF WALL MUST INCLUDE INSTALLATION OF WALL ST' ' = • -DS). RELOCATION OF BARRICADE WILL 3O EXISTING FINISHES TO FADE OF DEMISING TOPPING AREAS REQUIRE A SMOOTH MASTIC FREE STRUGTURE(5). PROVIDE BRACING OR SNORING AS REQD. G.G. WILL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. ( ) WALL AND MALL BULKI-1EAD. Z w w BE REQUIRED BY G.C. AT PHASE TURNOVER. SURFACE FOR APPLICATION. 5. G.C. TO EXERCISE EXTREME CARE DURING DEMOLITION AS TO NOT DISRUPT OR DAMAGE ANY EXISTING UTILITIES OR SPRINKLER LINES WHICH SERVICE AFTER REMOVAL. " ADJACENT TENANTS. . -_ _ e` - •. �.. �.. • �: 0.. •�: ._•_ . Q 2, G.C. TO CONSTRUCT TEMPORARY FITTING ROOM(S) TO RESEMBLE N ING ROOM SIZES. USE 3/4 PAINT GRADE 0 y 1 1- PLYWOOD (EDGES SANDED SMOOTH FOR DIVIDERS AND 4x4 P. OR DOOR JAMBS. PRIME AND FINISH PAINT POSTS AND 6. G.C. TO COORDINATE THE REMOVAL, DISCONNECTION AND/OR CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD REPRESENTATIVE. ALL ABANDONED > (E) COLUMN TO REMAIN. REMOVE EXISTING 18 (E) CEILING TO SE REMOVED . ELECTRICAL./TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL DUCTWORK AS THE RESULT OF DEMOLITION SHALL BE REMOVED DIVIDERS TO MATCH STORE WALL COLOR. G.C. TO INSTA • NER SUPPLIED DOORS AND HARDWARE, HOOKS, ETC. G.C. IS 4 FINISHES MAINTAIN EXISTING, FIREPROOFING C� BACK TO THE LANDLORD'S ORIGINAL POINT. G.C. IS TO PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. TO PROVIDE AND INSTALL MIRRORS AS DIRECTED 8 ER IS CONSTRUCTION MANAGER. O C.� 7. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION, AND DETERMINE WHETHER ANY COMPRESSOR REFRIGERANT LINES `- 3. IF APPLICABLE G.C. TO TEMPORARILY RELOCAT -' EXISTING CASHWRAP, INCLUDING ALL NECESSARY POWER, CONTROL, SPRAY-ON SEPARATION RATING REVIEW (E) SPACE FOR HATER DAMAGE 4 z = ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A STANDARDS) PRIOR TO DEMOLITION. AND TELEPI-LONE WIRING TO ACCOMPLISH S' • 1® NOTIFY LTD. PROJECT MANAGER OF ANY 8. ANY AND ALL COMBUSTIBLE MATERIALS SHALL BE REMOVED FROM CEILING PLENUM. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, EXISTING 4. CONSTRUCTION WORK MUST BE A •0- ED IN HARMONY WITH STORE PERSONNEL AND NOISY WORK TO ACCOMPLISHED .»��-a:-1.f-S-.iL.il-1\..Grams�..I.. . ISSUES LANDLORD AND/OR ADJACENT TENANT ITEMS NAT ARE NOT SUITABLE FOR R.A. PLENUM (I.E. TELEPHONE, FIRE ALARM CABLES, ETC.) VERIFY SITE BEFORE OR AFTER BUSINESS •- CONDITIONS. 9. G.C. IS RESPONSIBLE FOR PATCHING AND REPAIRING EXISTING FLOOR SLAB AND DEMISING WALLS AFTER COMPLETION OF ALL DEMOLITION AND PRIOR 'P1-11C .a1.■swimn... ■��«-•-'■rasu-•►�=•.�r` = (E) ELECTRICAL FIXTURE/PANELS TO BE - _ - Z TO THE COMMENCEMENT OF NEW CONSTRUCTION. G.C. IS TO PATCH, REPAIR, LEVEL EXISTING FLOOR SLAB AND REMOVE ALL MASTICS AS REQUIRED 1 �'� l 1(.1. '.L J Ad �1 a.f 1 k• 1 Z FOR A SMOOTH SURFACE PREPARATION FOR WOOD/CONC. FLOORING AND INFORM OWNER OF ALL SEVERE IRREGULARITIES IN EXISTING SLAB. P-13 INSTAL • -‘,--;,:;;;;‘). 117----- -ONT ENTRANCES, WHEN REQUIRED, SHALL SE CONSTRUCTED BY G.C. OF ALL NEW MEMBERS AND VAIN Z 0 10. G.C. TO CUT ALL NECESSARY OPENINGS, ALL PROTRUSIONS, MARKS CRACKS, BROKEN AND/OR OTHER EVIDENCE OF DAMAGED OR UNSOUND GYP. BD, - USE MASKING TAPE BY LL. 1. , '1'-- ,TCH PERMANENT STOREFRONT CONSISTING OF TEMPERED GLASS, ALUMINUM FRAMING AND GLASS DOOR _ _, Z @ JOINTS. PAINT MIN. (2) COATS , , STRUCTURAL CONDITIONS SHALL BE REMOVED, REPLACED, REPAIRED, OR RESTORED AS DIRECTED BY GOVERNING AUTHORITIES. J " FRAME. ALL DOORS SHALL HAVE A NEW CYLINDER LOCK SY U-CHANGE LOCK INDUSTRIES, INC. AND DOOR PULL OO CE) PLUMBING LINES) TO REMAIN ©1 (E) SPRINKLER MAIN TO REMAIN (� 11. G.C. TO COORDINATE WITH LANDLORD RESPONSIBILITY iN PERFORMING ANY AND ALL ROOF WORK. SUCH ITEMS SHALL INCLUDE, BUT Is NOT LIMITED 6•-o" = `.F. CORPORATION. ALL KEYS TO SE TURNED OVER TO STORE MANAGER.G.C. TO CONSTRUCT TEMPORARY FITTING oa; TO ROOF CURBS VENTS, PITCH PANS FAN UNITS, ETC. PATCH AND REPAIR ROOF AND/OR DECK TO ORIGINAL AND WEATHERTIGHT CONDITION. VERIFY Q 4' 4' ROOM(5) TO RESEMBLE NEW FITTING ROOM SIZES. USE 3/4' PAINT GRADE PLYWOOD (EDGES SANDED SMOOTH FOR ', '"'''''---- "-'1"*"'"`'""'''- - -- _ e J ' --- _''-'- STOREFRONT BARRICADE PROVIDED SITE CONDITIONS. 3 DIVIDERS AND 4x4 POSTS FOR DOOR JAMBS. PRIME AND FINISH PAINT POSTS AND DIVIDERS TO MATCH STORE WALL "��_�� 0- 12. G.C. TO COORDINATE THE REMOVAL, DISPOSAL AND/OR RETURN OF ALL. EXISTING SECURITY SYSTEMS WITH OWNER'S CONSTRUCTION MANAGER. G.C.'S p w / " ' NSTALLED BY LANDLORD AT TENANT'S FAILURE TO COORDINATE THE REMOVAL OF THESE ITEMS WILL RESULT IN A FINE THAT IS EQUIVALENT TO THE COST THE REPLACEMENT VALUE OF o PAIR OF 3-0 FLAT PANEL - ••R. G.C.C TO INSTALL OWNER SUPPLIED DOORS AND HARDWARE, HOOKS, ETC. G.G. 15 TO PROVIDE AND INSTALL �,'�� _ - Z Q / DOORS WITH CONCEALED MIR`• - AS DIRECTED BY OWNER'S CONSTRUCTION MANAGER. �•��.��- �•-_-V• © EXPENSE. GRAPHICS PROVIDED BY OWNER, W THE EXISTING SECURITY SYSTEM. v / 2. GENERAL •' - •CTOR SHALL PROVIDE CONDUIT AND CIRCUITING FOR TEMPORARY SENSORMATIC AND TEMPORARY EXIT TENANT G.C. TO INSTALL PER LANDLORD CC 13. G.C. IS RESPONSIBLE FOR THE REMOVAL OF ALL UNUSED, ABANDONED AND EXTRANEOUS ITEMS. BURNING MATERIAL ON SITE IS NOT PERMITTED. � / HARDWARE AND NO TRIM. SIGNAGE AS R •e• D. 14. G.C. TO NOTIFY OWNER IMMEDIATELY OF ANY SEVERE DISCREPANCIES OR IRREGULARITIES DISCOVERED DURING DEMOLITION WHICH MIGHT AFFECT THE Q / PAINT P-13 10 (E) DEMISING WALL TO SE DEMOLISHED REQUIREMENTS. Co Cl) PROPOSED STORE DESIGN, ESPECIALLY IN REGARDS TO HEIGHT AVAILABLE FOR CEILING, MECHANICAL DUCTWORK, RECESSED LIGHTING AND ROLL-UP MI o - 1... LLI GRILLES. 1 fa 15. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE IF ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED N \ ,T'� ' 7A .dr•�� -1, •� 0 • - k T A STOREFRONT BARRICADE IF REQUIRED PER LANDLORD/MALL SPECIFICATIONS. __ - -- _ _ --_ : -- _ PORTION OF STRUCTURAL SWEAR WALL TO D DURING CONSTRUCTION. THE C O N T R A C T O R SHALL ISOLATE THE AFFECTED AREA AND C O N T A C T THE OWNER F O R FURTHER INSTRUCTIONS B E F O R E \ 8-5 I 2. IF LANDLORD/MALL HAS N O SPECIFIft' 41 S THEN GENERAL C O N T R A C T O R SHALL C O N S T R U C T TEMPORARY BARRICADES) A l& -- - -_ - _ - = ® SE DEMOLISI-1ED FORA (N) OPENING. I W PROCEEDING. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE LIABLE FOR ANY DAMAGES CAUSED BY THE EXISTING WATER LEAKAGES \ 4" NIGH BASE OF 3 5/8" METAL STUDS AT 24" O.C. WIT - LAYER OF 5/8" GYPSUM BOARD (MALL SIDE) TAPED, SPACKLED, AND _ - COORDINATE CLOSELY WITH STRUCTURAL AND MOLDS` SANDED SMOOTH. INSTALL A 4 MIL PLASTIC 0- , -SUM BOARD BACK TO MALL BULKHEAD TO CREATE DUST-PROOF DWGS. CC 16. G.C. I5 RESPONSIBLE FOR MAINTAINING FIRE RATING AT EXPOSED CEILING LOCATIONS DUE TO DEMOLITION OF (E) CEILING \\ - N IC I 5 S" i0 WOO 17. THE G.C. 5NOULD NOT GUT THE MAIN TEL�E WIRES LEADING TO THE TERMINATION STRIP (DEMARC BLOCK) OR PHONE SYSTEM �., CONDITION. AT EXTERIOR STOREFRONTS 5UB5TITUT SUM BOARD AND PLASTIC WITH / EXTERIOR GRADE PLYWOOD. (E) PARTITIONS / CABINETS / DOORS TO W 111:03 18. IF THE DEMARC IS TO BE RELOCATED, (DUE TO DESIGN, SITE CONDITIONS OR DOWNSIZED SPACE), IT IS TO BE COORDINATED WiTH LIMITED FULL HEIGHT BARRICADES ARE TO BE ADEQUATELY SECU`- = 'ND BRACED FOR LATERAL STABILITY. PROVIDE LIGHTING AND 12 BE DEMOLISHED TECHNICAL SERVICES (LTS). THE PRIMARY CONTACT IS JEFF SCHEETER AT 614.415.6166. THE SECONDARY CONTACTS ARE BRENDAN SPIVEY AT GUARDRAILS AS REQUIRED BY APPLICABLE REGULATORY ADVI • TO PROTECT OCCUPANTS OF BUILDING, WORKERS AND d.614,415A077 AND ZELDA WARD AT 614.415.2160 PEDESTRIANS., 19. THE G.C. IS TO ALLOW ADEQUATE TIME FOR RELOCATION IN THE CONSTRUCTION SCHEDULE. 3. GENERAL CONTRACTOR TO CONTACT LANDLORD/MALL FOR SPECIFIC FINI RUCTIONS. (E) PLUM>=3ING LINES) AND FIXTURES TO �C 20. IF THE WALL WITH THE TELEPHONE BLOCK IS SCHEDULED FOR DEMOLITION THE ENTIRE BACKING PANEL SHOULD BE REMOVED FROM THE WALL VARIES - REFER TO DEMOLITION PLAN 4. CARE IS TO SE TAKEN WHEN DISASSEMBLING AND REMOVING BARRICADE. GE • CONTRACTOR TO RESTORE MALL 13 SE DEMOLISHED. CUT AND CAP AS - LU REITSTATLDI TEC W�GL.T E WiRING) AND MUST BE SAFELY SECURED IN THE CEILING UNTIL iT CAN BE RELOCATED TO THE NEW AREA OR FLOORING AND BULKHEAD TO A "LIKE NEW' CONDITION AND FINISH. REQUIRED. 5. GENERAL CONTRACTOR TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH • • BARRICADE CAN OCCUR.21. ANY EXISTING FLOORMAX ANTENNAS SHALL BE REMOVED LaLTIRELY, UNLESS OTHERWISE NOTED. 6, GENERAL CONTRACTOR TO PROVIDE HALLOW CORE WOOD DOORS WITH DEADSOLT LOCKS. .0'•' WISH TO MATCH 22. G.C. TO MEET WITH CONCRETE TOPPING INSTALLER BY THIRD WEEK OF CONSTRUCTION FOR FLOOR SLAB EVALUATION 4 CONCRETE FLOOR PLACEMENT DOOR(S) (E) 1-IVAC UNIT AND DUCTWORK - SEE -- - SEQUENCING. SPECIFIC BARRICADE FINISH AS REQUIRED BY LANDLORD/MALL. e MEG-IANICAL DNGS. N.T.S. �' �� N.T.S. DEMOLITION NOTES NOTES DEMOLITION PLAN KEYNOTES G ice. - PEMARC REMOVAL NOTES 1. THE G.C. SHALL NOT CUT THE MAIN TELEPHONE WIRES LEADING TO THE TERMINATION STRIP (DEMARC BLOCK) OR PHONE SYSTEM. Z 2, IF THE DEMARC IS TO BE RELOCATED, IT SHALL BE COORDINATED WITH LIMITED N z -W°a Z it TECHNICAL SERVICES (LTS). THE PRIMARY CONTACT 15 BRENDEN SPIVEY AT W W O N Z La N W N -z 614-415-4077, AND THE SECONDARY CONTACT IS ZELDA WARD AT 614-415-2160. Z W N W W Liam• d 2°Z W°aQZ 3. THE G.C. SHALL ALLOW ADEQUATE TIME FOR RELOCATION IN THE CONSTRUCTION a °W a •w •W= o N W N N a.°�O=\ SCHEDULE. W O Z,a: 0=.--,,.,=,-!LE:: �-W W°N�gow z3= :0: o=a A 4. IF THE WALL WITH THE TELEPHONE BLOCK IS SCHEDULED FOR DEMOLITION, THE �� o �,�W ENTIRE BACKING PANEL SHALL BE REMOVED FROM THE WALL (WITHOUT ti t.``r J W= °``C)O U m W 3 W W ti W Q\i DISCONNECTING THE WIRING) AND IT SHALL BE SAFELY SECURED iN THE CEILING N W^Z° ° o TENANTS G.C. 15 TO ENSURE ALL UNTIL iT CAN BE RELOCATED TO THE NEW AREA OR REINSTALLED ON WALL. Q°°°" Z Q a :::::c5:2 EXISTING UTILITIES NOT UTILIzED Z�<�z `_� aW o WZC'>¢O N�m ZO.?.1UST BE BE REMOVED AND CAPPED N CHANICAL / ELECTRICAL REMOVAL NOTE: -z I W n > Z Z PRIOR TO REMOVAL, G.C. TO VERIFY WITH MECH / ELEC. DRAWINGS FOR ITEMS THAT °=a �, =.AT SOURCE. MAY SE RETAINED OR RELOCATED. W W a o °v° _ a o „..„,E.,-c, Lr:;! !;1 ic : !ii:!ii N W°W,W a Z N 3 W°W N O N W m~ .. .i2„ N o a,....H- O W==H m °-W J W W4v,aWtrZ Q=~,y,=° QO.-r-°Q t:: :1 Q R (SD 'N=�FZ-=E NWOOSW VNNp=m OZZWZ>> ZOZQZC.z OZ a. L,,,.Z I it I " I " I " i it i " I 1/8" 0 a:0 ,.., ,,<,-, a v .. 20-0 201-0" 20'-0" 201-0" 201-0" 20-0 6-10 1/8 m gg�oa aZQQOW ?�,2000 °,c~. .,0 °ao._3 ..3°,YOZ_,_ W W W O W V W O O-C' 4'W=..O W.-J i 5/8" WZOQ.a_° W ^4. W W�p -Jm W m '-4' 137-11 5/8 =O�W,cz =ZW=O..F- O=a�y�a.: a.,,..,O_Z W Q 1-Qa:QNO vi.-s .-?W NM OVERALL LEASE LINE ADJACENT TENANT � N M-- "AEROPOSTALE" r n u._ � (E) TENANT REAR 1. U O SERVICE DOOR - TO BE REMOVED (E) STRUCTURAL COLUMN TO (E) STRUCTURAL COLUMN TO (E) STRUCTURAL COLUMN (E) STRUCTURAL COLUMN (E) STRUCTURAL COLUMN (E) STRUCTURAL COLUMN O MAINTAIN OPENING REMAIN - VERIFY EXACT REMAIN - VERIFY EXACT TO REMAIN - VERIFY EXACT TO REMAIN - VERIFY EXACT TO REMAIN - VERIFY EXACT TO REMAIN - VERIFY EXACT (E) NEUTRAL p FOR NEW DOOR SEE - - LOCATION AFTER DEMO® LOCATION AFTER DEMO® LOCATION AFTER DEMO® LOCATION AFTER DEMO ® LOCATION AFTER DEMO® LOCATION AFTER DEMO ® PIER TO REMAIN 2J o CONSTRUCTION PLAN I I N 12 '- J MINIMMEMMI■11-0 ----\\161._ - - ER ,0 __.1 L ___ ._. ': .‘" < , ,, I i ll L�, J Ll' U L I I I L _ _ J �1 Is lk CMU WALL \ i 1_ " I I I (E) 3 5/8" METAL STUD DEMISING i- (E) \ I �c 28 q A.F.F. ® I (E) STEEL BEAM TO I 1I •• V TO REMAIN _ - - _ - - _ ® B.O. DECK I REMAIN I WALL TO RE'1AIN - (E) WIRE iI I \ Z 1,,,,1 - MESH FROM ABOVE CEILING TO i W O \ �: if- / \ 1 L _ _ _ _ i L I DECK TO RE'1AIN ENTIRE STOREFRONT TO C.� st (E) VENT FOR ROOF \ / - - - -Lr-` - -� - -1J- - --�� CC �� C_ _ 30'-0" A.F.F.� I BE REMOVED. INCLUDING Y W a- DRAIN AT 12-5 i ( J - 8.0. DECK rf GRILLE, GLAZING, V Z ca..I A.F.F. TO REMAIN 1 I- STOREFRONT SYSTEM, Q w �� ® � - I G o � c.� a ,� \\ I - - \ LIGHT TRACK, ET . i2 Q (E) ELECTRICAL / \\ r _ _ _ r VI PANELS AND METER _ •• ° 00 ® \\ 1 I _ (E) VAV-4 UNIT w F 1--I I � LEASE LINEOi w z � „ 14 (E) MALL STEEL I • E IV-GI" A.F.F. \ I E PLANTER AREA 2X4 LAY-IN (E) SPRINKLER 1 O FRAMING AT 12'-1" � o j N i II �� - A.F.F. TO REMAIN ' O 27-10 i/2 A.F.F. ( ( MAIN AT ib-0 t i r i I ° = a 0 B.O. DECK A.F.F. TO REMAIN 2®1 I _ - _ _ I ti to (E) RESTROOM I I I i I z EXHAUST n II THROUGH ROOF I I 11 I '- (E) PLUMBING S O O PIPE AT JOISTS - UN - �� V .. _ - �� - � _ (E) T ABLE - - I � (E) PLUMBING VENT �-i- - - - r - - -1 I _ 13'-0"t A.F.F. TO SURVEY DUE TO \ Q • ? " THROUGH ROOF \ / _ - _ _ HEIGHT OF DECK n _ I \ / ( - - - (E) VAV-3 UNIT - - I I M N f-- i_, / I (E) STRUCTURAL _ rl L t!! V 1 (E) ROOF DRAIN PIPING _ 5 I �l COLUMN TO REMAIN - ( I_ ,, 14 ,_ 11 ->1 I 0 L� 0 p� .. w THROUGH SLAB BELOW 1/ERIFY EXACT I - 11 7 5/8 A.F.F, 111-5 1 A.F.F, II LA... ,,.-:= w 13 JI I L - - 2X2 LAY IN GYP. D. CLG.� I Z �r 7-5 5l8 A.F.F.I o ( GYP. 8� CLG LDEMO E TOILET ROOM E STRUCTURAL COLUMN E STRUCTURAL COLUMN TO E STRUCTURAL COLUMN E STRUCTURAL •LUMN - a. i rOCATION ® (E) (E) (E) (E) (E) I II 1 . z (E) ROOF DRAIN - - - VERIFY EXACT TO REMAIN - I' EXACT t/) II 1 ( n EXHAUST VENT TO REMAIN VERIFY EXACT REMAIN VERIFY EXACT TO REMAIN VER FY EX T T RE VER II ,u V Z TROUGH ROOF I , I (E) 12" THICK I THROUGH ROOF LOCATION AFTER DEMO 4 LOCATION AFTER DEMO 4 LOCATION AFTER DEMO LOCATION AFTER D a 0 4 ? w W Laits.• V V(E) CONCRETE _ II 1 CONCRETE SHEAR I i O - - - O ® O I / _` 0 - V _ CURB I I I I I n '� n !� n n r_ _ �► o CX �� a o(E) DOOR L ..�°Si - _ --, i- - - - - -� WALL TO REMAIN I- - - - \ I I ( J .,� I s o W _ tll D W NI - -- -- -- - -- --- --- -- -- --- --- ---....;--- --- --- --- ---- -- --- ---- -- --- ---•- --- ---- --- -- -- ---- --- - _ OT N USE �.r-q - -�-- - �-y - --ut0:4•��- - - -�-- - .r--•- - ��- -�►r- •-•-�-�- �♦ -u�- - - - - - - - - ^- - - �!. . !�- �!. . .1♦. . �!. . ♦� �! C ) �� - )- - ��- O.L. !. !!. - .1t. .!!. .!!. !!. !!. 1t. !!. !!. 1t. t! .!!. .!! ►'� . !! it .lt. !! 1t. t!. .lP. 7t. .lt. .! .��. t!. .�C. �!. -�!. 1t. �!. .tl. ��. . �. .!!. �_�!i - .. �i!♦!�__ �♦ ,. _ •♦ ._ ♦♦ •-_•♦ _� .►♦ ♦♦ ♦♦ ♦ �. ■� ■ --- -- -- -. _ .. _-_- .. -_-_ . -_ _-_ .. __ . _ .. __- A __ . ._ .. _-_ .. _ _- .. __ .. __ . -_- .. _-_ .. .- • --- -- -- -- - - -�_� ♦. _-_ .. _• . _._- .. __ .. ._ . _-_ .. _._ .. _ . __ .. __ . _ .. __ .. __ . -_- . __ .. _._- _- .. --- ♦- -- _ _ _ - 26 REVISIONS: -_ _ �- - - -i - " I r- - - r �{ n � � (- - - - -1 F � (E) MALL u ( S i S: ,��- I I I I I (E) 3 5/8 METAL STUD I I I L i I I L J 1 I L J� SUPPLY - - J REQUIRED BY: DATE cL DEMISING WALL TO BE I I I I DUCTWORK - - _� LL' LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 J i - REMOVED 10 I I '_ " (i-' o 13 1 I O { I I I I I i I AT 13 0 A.F.F. I (E) PLANTER o -I I i // I I I I I 11 11 I E FLEX DUCT TO RESTROOM I I I AREA J\ - - - - -� ® .I L_ ( ) L� �� ® L� C� � ,I r I EXHAUST TO BE REMOVED I �-z I I I �� I ■ i� 18'-5 5/8" A.F.F. 7 J 13 I I B.O. DECK (E) VAV-2 UNIT � I 10 O \ 1 1 ,> i (E) 24x84 STEEL BEAM TO I7L , low. , / I I REMAIN AT 16'-b" A.F.F. 1 I, 14 - _ ] S.O. DECK I / I I 1 LEASE LINE -- - - - JJ C - -- - J r 12'-3 3/8" A.F.F.o6 O - - (� - ( GYPSUM CLG.`r (E) 24x84 STEEL / i BEAM TO REMAIN I I- - - -I I ® I i LOWEST GLG POINT 11'- 5/8" A.F.F. I s p =INDICATES NO REVISION TO THIS SHEET I I- -I \ / I I AT 16'-q" A.F.F. - .0. TENANT H -I 1 8 7 1 8 A II (E) ELECTRICAL PANELS OPENING m - - 2X4 LAY- 0 SHREMSHOCK F- -1 I AND METER 0 -i - - VA V-1 UNIT - UNABLE TO ( I ti � - - � �► / �' 1 � _ _ (E) ACCESS TO SPECIFICATION Shremshock Architects, Inc. I- -) _ C -1 I OM Gerald S. Shremshock,Architect - - / I \ - - ] OF UNIT. COORDINATE WITH ■ I ENTIRE STOREFRONT TO 6130 S. Sunbu Rd. Westerville,OH 43081 H L / - .' ( - - J BOTTOM OF MEZZANIE (E) PLUMBING PIPE ■_ MALL OPERATIONS FOR EXACT _ BE REMOVED. INCLUDING t: 614 545 4550 f: 61 4 545 4555 n- - y I I -II I ., - - I - STRUCTURE AT 8'-10"t AT 14-0 t A.F.F. TO REPLACEMENT UNIT TO SE USED I r GRILLE, GLAZING,I { �j i{ ( A.F.F. TO BE REED 12 REMAIN 14 J STOREFRONT SYSTEM, I \ -r s LIGHT TRACK, ETC. 12 °, i / I I I II J 1 - - I (E) MALL - \ i (- r h Ll I (� Cl I EQUIPMENT (E) STAIRS T0) I I I `" (E) MAIN SPRINKLER LINE I I \ V I I I C ) I I I � . TO REMAIN MEZZANINE TO .... \ - I I I I AT 15'-0"t A.F.F. TO REMAIN / I ( _ _ I I (E) NEUTRAL I 8E"REMOVED 12 I I I ( I I ( 1 -, I 1 1 I 1 - I r 7 8 A.F.F. © - - -I-I y PIER TO REMAIN O2 �� aj, _ j]1 GYP. SD. C .G. 1 I I 11 I I- ! I I 4 1 'I _ `-_ _ _ _ _ _l I_ _IL _ - _ 1 J L L_ Li. L _ _ �1� .0 (E) DOOR TO REMAIN, ' ` (E) 8 1/4"x21" STEEL I REMOVE HARDWARE LEVER BEAM TO REMAIN AT (E) STRUCTURAL COLUMN (E) STRUCTURAL COLUMN (E) STRUCTURAL COLUMN (E) STRUCTURAL COLUMN TO (E) STRUCTURAL I I f .p INSTAL T CLOSER, ETC. 16'-q 3/4" A.F.F. TO REMAIN - VERIFY EXACT TO REMAIN - VERIFY EXACT TO REMAIN - VERIFY EXACT REMAIN - VERIFY EXACT COLUMN TO REMAIN - PLATE. BLANK COVER LOCATION AFTER DEMO() LOCATION AFTER DEMO 4 LOCATION AFTER DEMO 4 LOCATION AFTER DEMO® VERIFY EXACT DATE ISSUED: 06/25/10 PLATE. SPOT WELD DOOR (E) STRUCTURAL COLUMN � O O O LOCATION AFTER DEMO SHUT TO FRAME ON INSIDE TO REMAIN - VERIFY EXACT ADJACENT TENANT 5/8" DEMISING 4 DESIGNED BY: M H OF DOOR. PROVIDE SINGAGE LOCATION AFTER DEMO 4 �� IA" (E) 3 5/8 METAL STUD DEM NG O DRAWN BY: J R STATING "NOT AN O "ARITZIA" WALL TO REMAIN - (E) WIRE MESH ENTRANCE" ON EXTERIOR FROM ABOVE CEILING TO DECK TO CHECKED BY: KMM SIDE. COORDINATE WITH ' Ir.:. N A OWNER'S PROJECT MANAGER.- or •• • A--L GYP. =D. OVER WIRE MESH AREA NEED OPEN S D E M L I T I O N X C AREA FOR PLENUM RETURN) E IIIII■ PLAN 1 1 Mr A • g DRAWING NUMBER: \ -----------N-N 1 3/16 =1'-0" i ;1 DEMOLITION PLAN _ A a 1 . 01 LEASE LINE 14 SOUND SYSTEM CABINET - REFER TO DETAIL H/A14.3 1. FLOOR LEVELING REQUIREMENTS. SALES AREA: MAX SLOPE 2% DEMOLITION INTERIOR PARTITIONS (CONT.) STOCKROOM (FOR MOBILE S14ELVING PAD: MAX SLOPE 0.5%) (EXTENT OF DEMOLITION): REFER TO DEMOLITION PLAN. F1!1 !� . (N) INSULATED WALL- 3 5/8" MTL. STUDS @ 10 O.C. MAX. KITH 5/8" GYP. BD. ON 80TH SIDES (WHEN O2 BULKHEAD LEVEL FLOOR AREA FOR MOBILE SHELVING (AS . 2. FIRE ALARM/STROBE - AUDIO/VISUAL ALARM SYSTEMS WILL FOLLOW ADA REQUIREMENTS. APPLICABLE, REPLACE 5/8' GYP. BD. WITH 5/6" CONCRETE BACKERSOARD ON RESTROOM WALLS THAT HAVE 1) DIMENSIONED) MOUNT/SUSPEND ALARM AS TO NOT INTERFERE WITI-I DISPLAY FIXTURES. SPECIFIED CERAMIC TILE FINISHES), FILL WITH 3 1/2" FRICTION FIT BATT INSULATION AT RESTROOM/SALES WALL ® (E) DEMISING WALL (MAX SLOPE 0.5 %) DEMISING FOR SOUND ATTENUATION. STC OF 42 OR BETTER. RUN INSULATION FROM FLOOR SLAB TO FINISHED RESTROOM 3. DIMENSIONS ARE FROM GYP. FINISI-i TO GYP. FINISI-I UNLESS OTI-IERWISE NOTED. (E) DEMISING WALLS: G.G. TO REPAIR OR REPLACE 5/8" GYP. BD. TYPE 'X' IF REQUIRED TO MAINTAIN 1-HR FIRE CEILING. N 16" M ® ELECTRICAL PANELS 16 3/4"x3/4"x48"x0.63' ALUMINUM CORNER GUARD, PAINT RATING (U.L. #U41q). SEE NOTE ON DEMOLITION PLAN FOR (E) CONSTRUCTION. r�� (N) EXTERIOR WALL: 3 5/8 METAL STUDS @ 16 O.C. MAX. WITH 5/8 GYP. SD. ON INSIDE FACE OF EXTERIOR TO MATCH ADJACENT WALL ,4. AT OPEN CEILING LOCATIONS, CONDUIT AND SPRINKLER PIPING SI-IALL RUN STRAIGI-IT AND TRUE, WALL TIGHT TO STRUCT. ABOVE. FILL WITH 3 1/2" FRICTION FIT 8ATT INSULATION AND .04 MIL VAPOR BARRIER. N N M N AND DUCTWORK SI-iALL SE SPIRAL ROUND GALVANIZED STEEL DUCT. OPEN CEILINGS WITI4 CONDUIT 10011 (N) DEMISING WALL (1 HOUR RATED). METAL STUD FRAMING WITH (1) LAYER 5/8" TYPE 'X' GYP. BD. (BOTH ® 2 X 2 X 48 X 0.63 ALUMINUM CORNER GUARD - • - % = '• - AND DUCTWORK EXPOSED SI4ALL BE PAINTED PER THE FINISI-I SCI-IEDULE. SiDES) BY TENANT G.G., EXTEND TIGHT TO DECK ABOVE. (U.L. #U419), MATCH CONSTRUCTION/FINISHES OF COLUMN NOTES: G.C. TO WRAP ALL STRUCTURAL MALL COLUMNS WITHIN LEASED SPACE WITH 5/8" GYP. BD. TYPE 1::0 ADJACENT DEMISING WALL. 'X' FIRE-RATED ENCLOSURE TO OBTAIN REQUIRED RATING AS ESTABLISHED BY STATE AND LOCAL CODES AND/OR © NEUTRAL PIER - REFER TO STOREFRONT DETAILS 18 TELEPHONE - SEE ELECTRICAL DRAWINGS E_ir LI in c.5. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN-WALL METAL BLOCKING FOR ALL INTERIOR PARTITIONS BY LANDLORD. COLUMNS ARE TO SE WRAPPED TIGHT TO MAINTAIN A MINIMUM SIZE ENCLOSURE, U.N.O. ON N i_ N WALL I4UNG ITEMS IN STORE. 5/8 GYPSUM BOARD WALL EXTEND FROM 12 D A.F.F. TO DECK.. . _ _ _ _ _ _ _ _ _ . _ _ DRAWINGS. 70 MOP SINK - REFER TO DETAIL A/A13.1 )q "- CI N■ ...a.,:,m: .� -ta.I'_2 �...�...�.�-s-1-��.v. = •. ABOVE AS REQURIED - SEE DETAIL 14/AI0.1 C,.� (C/Al2.1) TYPE 'X' GYP. BD. ON BOTH SIDES. EXTEND GYP. E D. TiGHT TO DECK ABOVE. (U.L. *U419.) �, ,-IN IN OUN AIN W - - :AC IN - - 3- 0 - _, - E GENERAL CONTRACTOR TO CONFIRM ACTUAL FIELD CONDITIONS, DETAIL J/A13.1 -iii (N) PARTITION WALL: (1) LAYER 5/8" GYP. BD. EACH SIDE ON 3 5/8" MTL. STUDS @ 16" D.C. AS INDICATED ON AND COMPLY WITH INDICATED INSTRUCTIONS. 0 G.C. TO INSTALL NEW DOOR 4 FRAME IN (E) OPENING E PLAN. INSTALL GYP. 8D. ON ONE SIDE ONLY AT BACK TO SACK OR AT PERIMETER WALL CONDITIONS. (REFER (E) DEMISING WALLS TIGHT TO DECK: W <TO SPECIFIC DETAILS) * REPAIR DRYWALL SURFACES TO LIKE NEW CONDITION. io PLUMBING FIXTURES ©1 (E) SERVICE DOOR TO REMAIN - INFILL OPENING PER "' .J(E) DEMISING WALLS TIGHT TO DECK: PARTITION TYPE SHOWN CL t4 (N) PARTITION WALL (TIGHT TO (E) STRUCT): INTERIOR PARTITION, 6" MTL. STUDS @ 16" O.C. MAX. WITH 5/8' * INSTALL ADDITIONAL MTL. FRAMING AND DRYWALL AS REQUIRED TO COMPLETE DEMISING E/Al2.1 GYP. BD. ON BOTH SIDES. INSTALL GYP. BD. ON ONE SIDE ONLY AT BACK TO BACK OR AT PERIMETER WALL WALL TIGHT TO DECK. 11 NOT USED ® T-2 ALUMINUM OUTSIDE CORNER TRIM W' CONDITIONS. (REFER TO SPECIFIC DETAILS) WITH GARCY STUDS WHERE REQUIRED. (E) DEMISING WALLS 5HORT OF DECK: - (N) OPENING IN SHEAR WALL - SEE STRUCTURAL REQUIRED DUE TO COMMON HVAC PLENUM AND APPROVED BY BUILDING DEPARTMENT: * 12 DREAMSTEAMER UNIT SEE ELECTRICAL DRAWINGS 0 DWGS. 0 N N INSTALL 1"X2" WIRE MESH SECURITY SCREEN FROM TOP OF PARTITION TIGHT TO DECK I- �� (N) PARTIAL WALL W/ PLATFORM ABOVE: 3 5/8 MTL. STUDS @ 16 O.C. FROM FINISH FLOOR TO UNDERSIDE OF 14/Al2.1 PLATFORM FRAMING ABOVE WITH 5/8" GYP. BD. ON BOTH SIDES. (GYP. SD. ON ONE SIDE ONLY AT DENIM ROOM ABOVE - G.C. MUST ADVISE OWNER'S CONSTRUCTION MANAGER OF ACTUAL FIELD SENSORMATIC DEVICE (TRENCHING SLAB) - REFER TO (4/A10.1) WALLS) CONDITIONS IN ORDER TO OBTAIN SPECIFIC INSTALLATION INSTRUCTIONS. 13 MEP DWGS. FOR STANDARD TRENCH SIZING SEE W ELECTRICAL DRAWINGS Cl) cin CC CONSTRUCTION FLOOR PLAN NOTES N.T.S. PARTITION LEGEND N.T.S. CONSTRUCTION FLOOR PLAN NTS'IIII F KEYNOTES CCC 11- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CL CD A REFER TO K/Al2.1 !E UNLESS NOTED, ALL INTERIOR VERT WALL STUDS SHALL BE FOR STUD SIZE -- _ - WI 3 5/8" 18 GA OR 6" 18 GA MATRIX/ STUDS (1 5/8" FLANGE) - - MI 0 0 0 0 0 REFER TO G/A00.1 P.1 0 R FOR DOOR SCHEDULE & HARDWARE GROUP I-4 n q I_q 1/2" 20'-0" 201-0" 20-0" 201-0" 2V-0" 20-0" 61-10 1/8" 137'-11 5/8" OVERALL LEASE L NE z � Z 2 4 C.OZp N W G W O N Z cl W 4 a ADJACENT EZ z N 0 a~ z W= Z °aJ N Hp�Z F-°aa-Z ▪ OZ °v,3't= v-.-=NQs Zvi w mwWGN7� ZrWO°\ TENANT lN.I.C.) �O O�a o--c ,.O O W Q 4 7/8" t"„pi, =,.,12 yam~_s G.) 01....a _, ° ,.., Q,-N~it 4 7/8" 2'-4 3/4" 1'-q 3/4" I'-q 3/4" i _2 W°W. =W 3 N Z o C o°W I " a Sa=o N=W=� Ova►-�NV' Not!!=- °V. °t-W t-=(,� _ 17'-10" 8'-q 1/2" '" 12'-2 1/2" " 8'-q 1/2" 1O'-5 1/2" Q. 13'-11 i/2" Q. 10'-5 1/2" 3'-10" Z°° <Q a`` W ...0 Z • • ZZV Z am0 C.7^ZQ W p I i_I Ii I 8 A-8 11_011 �t-zQZ :: i: i:iti I I A1 VE 1 �- = . .-_ -_ i� - - --ti -.-- --s �- - - - - - ._ , I O N V_ �� , -,14 .r- �� r . �� Mill W w W H W.-1 U ti v,-.7J.- O _ h f/!///% �7T////!ice/iiil%///////%/!%//i/I%� //!%/i//I��/3�t////////////////�///l/!////i�li1�%!'///!//' /// //�i///�%//////!///' ly/!/////////L'%!A/////Il//////1//!///////71/// %,////l/////i/ /i�iY////lam/////%%//////I�/i%/ ////l//l/////.ly %/// A/!////!////////A//!/stir/////Al/JIIiii l cwn ate. a a o Y a cx-x' M NON-SALES / �% _ � w L PI! 13 L - -- L J �/ L J /A A / ,' / / / / �I NN a:m i ♦ / - - - - / - - - - - // - - - - `i� f//% - - - - - - - - - �✓/// /%%//%�/////. �� ado • zaz� �N �ov B p A A �� 6i - / ///. / _ �� Q c)w .- ( >- =N V aw -=z �, -� i ♦ / / _ / .7 E O t.._ t.. a •t-W ta.W►-Z - d�> v T////� .._ //////// IIII// 4- _ ( tL V.~z 3 c�`=o o n,a, _Z- Cs Al2.1 A-2 �n ® A13.1 X10.1• ® _ �-- - - - - . - _ /� _ ` W= OZQ wZ N = w VIZ=ex Ai4.1 MA•KETIN •ANNE•�0 I w 6- A „. r ` % I \ La 6P . CABIN I 4 /8" .. =Z3� N- =N==Nm zQ= o / i / 1 A +101) I WQN<tatEa <. W,° t:,i< t-.WQ I-��,RDW RF BIN BIN BIN / A 1////////.1 A121 A 121 PTFORM I ET 1\ I p ql!1:41 ithgl< =Q 3 3 0 0 i = t..)O t- �� 6 CLEAR / - __ - �- i�I�I T r W W W O W V W O O �'W=Z N w c�° t-VY SIM. =N,-'�a:C N o:=VW >-NVOJ.V-18n ODES LNG I alt°'1 �:I�tt� 61 ► �i i o �; TYP. _ ! w TYP. K I ,o N Y o a-- / T TABL I % �1_11 ii __ f $1 I 1 WALL 1 _I % _ SIM. %////�/////////. ' QQ OWZOn_a,0 Wra,t-W= dw a:a,Vw Wta 1 , �.__, CY AOB.� a.F-UO.0 W 4 F-Q4:QNO VF-a ZW NM CV ' MIN. / V V / / a.SO a-W X a =Z W Oa.0 O=Q� J a-Q 4 ►. , O , . ��►il% - - _ �� I >n TYP. I N , --,NI A / - //I I 1 K I o 'mow, Almj La NOTE / /.../ /� 0 T/T/// A-8 ® 1-1--1 /- \ N TOILET / i _ '• _ II r - _ gle .t..-- /// //I A14.1 I I II , �:•: 2'-O" 4'-11 7/6" 15'-2 1/2" 2'-0" :44 IOW INTERIOR STUD WALLS SHALL BE SEE STRUCTURAL / // / � ABOVE LA I - r6;;t LL/ /��i� TABLE NO -SALES •ilfii4i ( EQ. N _ : N' I I 1 -2 7/6 EQ ME S ROOM STOREFRONT FRANG RE LS WI TH DIAGONAL BRACING PER -1't� NI i_ � / _ . Al2.1 •02.4 A10.1 _ - ;!. o /my%//I L_x-1 /��/��.,��/��/��.�� I r _ ,�.��, DETAIL J/A02.4 ISEE ALSO DRAWINGS I I N /// //'I __ _ __ _ __ _ - �iiiii %IIII A1O.1 & A10.9 FOR WALL DETAILS AT ALIGN f I I - J / //i/1 r -- ,�'r -- -�� -- �� •,, - - ii ALLS I I-. 1�� (� / T / T / 1 :: J I I I I CABINET AND DENIM WALLS) Q I I = Q / / / 411;1111i11111111111111111 I I I m 10 LO WALKIES - - __ _-_ _ -1-141 L! - HI ( ® L_____.4 I I Z W I I �vv I �v I I I I I I Q2 w O_ A_3 Iv I I L_ _iTi__ _ i __ , ( �-- -A D. _ 21 ;;: A10.1• A13 4-0 3/8N . K W I Act iO' 0 I I I - - - T -- - T - I •4 12.7 rr' j - aZ�Li O / I I I I I -- - -- - -- - .•;.I _ I� I 6 Q '. In - L - - -1- - 0:•.,, x.01 All.I r W O J .. II "' `n __ _ _-_ - I ;:; ' ci %IIII/f//////%i +10" T I CO I0 1 -- - T - '- -- - ': • hi w i �_ I " % N PLATFORM I w OD o I I I T® o: i 'I__ i- ~ _ ( % - 221-6 1/2" 7 11 . • c Z in I ® 31-10" -- -- - -- - - - :�i • W ,_ w +' u ct r S j i 4, ao ∎ % 711 i v� .04 a m q L.Q.P. LLO."%, cn c3 � ,�j I A08.1 m , %' iiii -�' z A1 .7 TY . I w�, - - - _ 02 I z Z f i is is `/. - c� .. O I W = Al2.5 N t ,.r, M N. / / _ �: '-4" 4'-0" I I I L -- - -- - _i - - - ■∎. i 14 _ w y `' (4) ,I� _ /�� _ ' _ 4 ( w Z 2 ��--_- t - -- - -1- -- - - -t -- - -- - -1- -- -,t _rI 2 co a) Ii II �,� /i '/ iP1j %/ -1 - - - - - :.00�:: %%��::0�0�::��/� `�' - - - - / �1 26 a M, I c INE T / !� I //J r W ,. I Ni•\ I I I r1' I I I I I I I I I I I I I ►' I G ! ii • p 2 Q c.�F I I \ I I I i I I I I I I I I I I I I I A - :: Ii Al 0.5 P _ ./// o 3 ..oie - Al .3 10.I• ;;; �� _ '� N I % m 4 I I 1. 1 I I I I � � I I I I I I I I I„ I r „i _ � o „ i - o _ 30 Ce _ k I- -I I--I�. -� - -- -- E-I-.. �...I-I �. I._. .°_I-I _I - •I .�t DENIM N I q 3/4 i w a Nr iii /r - iV 1 '" ` 1�1 �W V I �F\ 1 1 1 1 I I I I I I I I I I I I I I I I I ►_J�► ROOM� �;��, �J,� N � � I � � r 22 6 1/2 La I I l l l m l l I I I I I I ® I I I I I I 1 1 •, Ai2.7 02. )1111c1 X I. \ •. 3/4ii cn Cfi A A 7N 0 +t�0 0 V W tom!) -� I I 4, i 1 1 l I __ _ I I I I I I IIII I III I I $41 „1115 a. W • (o _ cn o W Eiiiii%iiii/iii I I-I- -I-NI I-1- 4- -- - -1-I- -i-I it -I-1 I-I- -I-I I-I- ---I-I Al2.1 AID,q I `I• I i I I I H I I I I I I I I I I I I..�.` . A10.1 E , _5n CUSTOM � --- I TYP. � cA81NET _ CASHWRAP - �- TYP. - REVISIONS: --I A-7 ''•' Al2.1 COORD. Piii111111111/ i I \ ( I I ( I I I I 1 I I I I I I I I I I I 110 - SIM. W REQUIRED BY: DATE I A14 \ _ - I 4, I I I I I 1 1 I I I I IIII I I I I I I N w INSTALLATION D K /�/��//ter/�// gg n I ' LANDLORD a BLDG. DEPT. COMMENTS 08/12/10 : _ L L_ -1 L L I- - - - L- -1 -L- _I-r&�L_ -1. L_ _I ,-,::4 J 1 E�� %///% W/ SHOP DWGS. A13.4 Al2.7 I I 0 211-4 i/4" 1 4 1 _I - E I----•1-i I Z Tr : . 3 I L A L E _ ( : 711/4" Al2.1 C ROOM O I_j _ B U :$ •� 1 1 11 y. Ai3.2 „ A10.1 A 02.4 Al2.1 " i_ it (D 151-4 3/8 Al2.1 U I OP- 7 ` 7 I ,y, 1 q 3/4 le7:1 i II 1 II I N I II is =A14.3 1- - - '-- - - - - - I Q 2 -0 F.D. 4-0 151-2 1/2 ►r 21-0" •;., N +i I - 2 41% 4r.4�////////A : _ I IOW INTERIOR STUD WALLS SHALL SPAN o a I I I I I ( \ c �3: _II -- \--NAALILGL9N I I o/ \ / w � CO FROM FLOOR LP TO BOTTOM OF CONCRETE I o % I I o w I / I I I I I I = I I \ i / /%�/ -= - - --- - �J MEZZANINE FLOOR AT ELEVATION 181-6% � �� - - - � � ® ��---- -- =�/ - / �" E �� = Ilir � I � WOMEN'S ROOM ® �� I I I V i' �I I I I I I - I- --I-- i ��I, �/i I 0 I I I DE I I ° ATTACH STUD WALLS TO BOTTOM OF ow jY I I _ - _ / �� / / - / •INDICATES NO REVISION TO THIS SHEET Q / -1-- - - --I\ / o 1 1/.41 WALL I PEZZANINE FLOOR PER DETAIL L/Al2.1 ISEE , -f- • - •-•- •-•-•-•-•-. ALSO DRAWING 1 L / I I I ® I I I I \ /iii/��i w �r� - //////////� t~ S A 0.1 & A10.9 FOR WALL • _ // DETAIL AT /%II / I I I I I I I \ /A A FITTING ROOM „ ' s CABINET AND DEL+ WALLS) ruii' Sr S H R E M S H O K , 1/ I I ,_ I I I I - I I \ r� r K _i - - - �!- I A13.4 D = 1_ 3/8" //iii/iiiiiiii� -�- - =- ._ - -- - - t N A10.2 0 I 4 0 3/a Shremshock Architects, Inc. •12.7 Gerald S. Shremshock,Architect A Vil 1 A-7 i FILF • m m +10" i I I 6130 S. Sunbury Rd. Westerville, I TN IN A14.1 �' LEL g� / I cis = w I t: 614 545 4550 f: 6104 545 4555 _,� PLATFORM libir - F' � �iii� -- %IIII//. ii I I fi i i i 'i . ,ii .� ii _ K I I A1 A .1 s / GI 3/4 =/ / / / I r, �' Al2.1 AlO.q . u, . . / / . AlO.q �/ / / / 1 4 /8 1 I � Ai1 m I � ® � ® � ® TYP. @CABINET m _ � 1 rn � � TYP.� � / �SI � � � �'-� � SIM. I Ql III /iioiir /Iii/jiiiiii�III A-6 MGR'8 1 \ % i i� - �, , /. �iiir - - - - iti A14.1 q OFFICE - H.C,F.R.T / / % / / / / / ,III / / / / / / / / / /, r � r DAMAGES / / / / / / / / / r � r � / /� wi w w wi wi wi w w ww �i.• • - - - ww /1f/1 .7 t" .tP // ///////////%i////////////////�//.!///////////////i/////�./ � 1 ! / //////�// /..►//////�=.f///JI//////.t/.t/.�i/.��//��//i.�>r�./r///////// !.►f///.!////////�►/.!/////Yf////Y///////r/'//.s///////////////.!/////.►i//�.7///////f/% //.//////////�.✓/r////////////w/////////��///� ./r/////////////r ///r/r////.!///.!///.►f/.!//////!//////////1///. //I'////////////r///////////////I/////,i.�////r/% I - - - - - - c- - - --- - - ;�► - 4c - - =�---- - , - - - �--==c--- _ - _ .�- - - .� - - - - - - MI==1 � - ��= - - - - _ -. - - -�r� �� I ;• ' �% D A ' ' I A13.2 A13.2 7n 11_0n 1111W I 10'-0" 7'-0" 4'-0' 4'-O" 4'-0" 4'-0" 4'-0" � 4'-D" 8'-q 1/2" 12'-2 1/2" 8'-q 1/2" ►, 10'-5 i/2" 13'-i1 1/2" I0'-5 1/2" 3'-10" DATE ISSUED: 06/25/1 7/8" 7/8" n 7/8" II n 7/8" " DESIGNED BY: M H 0 4 7/8 4 7/8 4 7/8 4 7/8 4 7/8 4 7/8 4 7/8 4 7/8 7 ADJACENT 1'-q 3/4" 1'-q 3/4" 11-2" J R 1 -q 3/4" DRAWN BY: " TENANT (N.LC.) 4 7/8" CHECKED BY: KM M S CONSTRUCTIONS ' FLOOR PLAN 1 EpA 1 E 11111‘111111/r DRAWING NUMBER: t 1 N ,,, , CONSTRUCTION FLOOR PLAN 1/4 =1 -0 A /, � t___ ® 1 1 2 11X2"x0'-6" LG, 12 GA CODED NOTES: FRAMING CLIP W/(3)-#12 SCREWS 10 DBL 6' DP, 16 GA SEAM WITH r -1 EA LEG 3 5/8" 18, GA TRACK TOP $ BOTTOM #12 SCREW CONT 16 GA TRACK @ 12"c/c W/ (1)-#12 SCREW IN • / Z 3 5/8", 20 GA STUD EACH FLANGE OF / / O • @ 16" c/c (TYP) EACH VERT STUD // // ® DBL 12" DP, 16 GA BEAM WITH r -i E / 3 5/8", 18 GA TRACK TOP 4 ' .. / V - METAL SCREWS, (2)-#12 SCREWS / // BOTTOM. (PROVIDE 14 GA WEB #12 SCREW {.� _ — — — TYP SEE J/A08.1 �� / ,e STIFFENER AT ALL BEAM @ 12 c/c Z E ( ) @ 12 O.G. khk / // DIAG PER DETAIL A/A02.4 BEARING POINTS. INSTALL PER w . / / MANUFACTURER'S _ — _- // / RECOMMENDATIONS.) ( II( _ ,_ CO 20 GA CONT. TRACK I bk // — z Z (TYP) :: / 0 E Q _, (2)-#12 SCREWS © BUILT-UP BOX COLUMN - DBL 3 5/8" — — E (3 :: 0 A @ 12' O.C. DP, 18 GA STUDS WITH 3 5/8 , 18■ GA TRACK, EA SIDE. ATTAC-I BOX 531.4 O�_ - - - ''. _ _ WM, COLUMN TO BEAM. SEE STRUCTURAL • • N _ ..E DWGS. #8 SCREW Z — : to TYP � � :; :_ CONT 16 GA TRACK W/ O CO SEE OPPOSITE SIDE (1)-#12 SCREW IN E W • SEE PLAN FOR SIZE FOR FRAMING • H4OGRIZ STUD E OF EA`CN p : 1 • CO W MCCS I • = SEE ARCH DWGS FOR : : 0 TYP CC E WALL FRAMING Q 0. CD — • •- •- •- - 0 FOR SPANS LESS THAN 13'-O" !� : : Q FOR UP TO 25 FT SPAN fe•- sa ...„. __ ___ In 1 1I2"_1'-0" 1"�1'-0" CABINET SECTION S PASS-THRU SECTION . IMIS •02.• Z Q ? eC:o°zor •w o w°o v z i�Qa v; W Zt/Y niW- Z U WiVp O Q°m w w von '"5.- o-- Z V1 mSSm 0 ,Z~p O 0 N_,_-G = Z 2 NNQ X Z3t- O av°�p='4 Y c��v°�a _JZ=°W a..ado~M n {YY� °w O W Q =W 3 Z U U p o w N Nm�t�--° NSW=� O✓'�N�N N°t,9° = OQOm p Q °O CJ 1- Z_ZW Q� QZ� W W--OQ W°Ira . 1. L. L L IUU O w„m J r>,„). C=7� a O Qt FOR SPANS LESS THAN 13'-0" : : _ "a��-N to W�ZO a��=Z r •. . �WOV W =WW JU p InJ�W 1� I W .U O�� 0 FOR UP TO 25 FT SPAN II SEE SWEET A08.1 FOR w "`` ° CODED NOTES 3 2.141 n Q 0 �354� Z0p - >>Q Orwit N N �'m N W Q O H N J•N N ON Z ODCN.� W O W-W 0:v,,=m8 Q ZQZU ~y N��Q U W Q 3; tv Q�v=W L==GHO=Z 0 a�=- p?o �z°N�x a��aZ�W W`T.Q'O W to p v,W m F- N= Q,I g W 0 ©• SEE SI-TEET A08.1 FOR _ _ _ _ �ZJQ�N- ZtW=~Nm Z Zp�JO)- ti �` CODED NOTES _,_ ,�� W Q N W O_'Z Q L. ° 4!Q._ . Q❑ ❑ • z3o:-- ►- 3W-�=o 3° 0° Z�pO�--2 V ��p0m� 1=C.�J<S�m OZZ Z p Z_ ZZww OZ Q t- N Q,W_,p a 0 o ppQ Z-,.z-� l • DENIM CABINET' SOFFIT FRAMINC- PLAN O TYP NQN �a- U J ZO C C Q U V- C 7 W X W N V>- mWWWOWV WE5000't zW2 QWW~OwzOw Cl z W_Zwt-WS 0W_.LD7 W Wm O.t-UaCC W Q Q=QNO xQ�?W W= CD N M c�O ;4-AN E5S THAN 13'-0' SEE ARCH DRAWINGS FOR: : •. - ., 5 SAN STANDARD FRAMING NOT SHOWN V o Q 2 FT P r 0 TYPICAL DENIM PASS-ThRU 0 0 SEE ARCM DRAWINGS FOR 0 STANDARD FRAMING NOT SHOWN N Q N.T.S. N.T.S.• DENIM CABINET N'T's' PASS-THRU N T ED `� "__ G o us __ C a d •• U 1 W�— ---\ tai O O • ( < Et Y W °-La — — �ii iii i i %i — — — A Q W SEE - EET A08.1 FOR + a- t� Q CODE►� NOTES ( � I BEFORE INSTALLING ANCHORS, Q CONTRACTOR SHALL VERIFY WITH MALL 0 jMANAGEMENT THAT ATTACHMENT SI-IOWN C W o N IS ACCEPTABLE. w z N\ / a cx u7 Q N o CONNECTION AT M v9 o EXIST BEAM s► z .. 0 Z t- TYP EXIST JOIST CHORD EXIST MTL DECK OR 1 EXIST MTL DECK DR O ,•ATTACH Q TO EXIST STL ATTACH TO EXIST STL (b)-#12 SCREWS AT COMP CONC SLAB 0 Z 0 OR SEAM FLG S COMP CONC SLAB • M IN im r w/(3)-#12 SCREWS , w/(3)-#12 SCREWS EACH ATTACHMENT i = M N IIIIIIIIIIIIIIIIIIIIIFU' t.\ _� A' is�.__. � \ of � � 3 O �, � � L.CONNECT TO EXISTING , U N Z ..STRUCTURE PER — - - I , + � i W W • WZV 0 o ft- - -I--- - 1- DETAIL E/503.1 • t y J vs U o- �S cr 4, DIAL BRACE / / 0_ °� / / \ \ REVISIONS: SEE ARCH DRAWINGS FOR 41 // / EXIST JOIST O \ REQUIRED BY: DATE STANDARD FRAMING NOT SHOWN CO / // CHORD OR BEAM CONTINUOUS/ © \ DIAG BRACE '�f / _„) i MAX FLG \ \ �.oc. oar. cowers os/�2/�o NOTE: FOR DOUBLE STUD / // 1 �� 1 1'1AX \\ \\ DIAGONALS, SECOND STUD SHALL / VIEW A A DIAG BRACE 0 L \ * END AS CLOSE AS POSSIBLE TO END / "" \ I* CONNECTION, TOP 4 BOTTOM. V I Eye S-5 \ VIEW C—C * CONTINUOUS 18 GA. TRACK ASS-THRU N.T.S• S __ VIEWS A=A;- + ■ CONTACT STRUCTURAL ENGINEER FOR B-B, 4 C-C ` NN REVISED DETAILS 01ST OR BEAM DIAGONAL PERPENDICULAR EXIST BAR JOISTS OR =INDICATES NO REVISION TO THIS SHEET CONNECT TRACK TO VERT STUDS SPACING EXCEE b-8 TO EXIST BAR JOISTS OR STEEL BEAMS @ 6-0 W/(1)-#12 SCREW IN EACH FLANGE OF EACH STUD, EXCEPT INSTALL j1 STEEL BEAMS O.C. MAX fir., �► H REMSHOCK (4)-#12 SCREW (2)-#12 SCREWS IN EACH FLANGE ''� AT VERT STUDS WITH DIAGONALS CODED NOTES: -�— Shremshock Architects, Inc.� ei- Gerald S. Shremshock,Architect WALL OR L'J 6", 14 G• MIL STUD WITH b", 16 GA DEEP LEG i I I 6130 S. Sunbury Rd. Westerville,Off 43081 STOREFRONT STUD. TRAM .A Cl \ t: 614 545 4550 f: 61 4 545 4555 " " / / EXIST BAR JOISTS ` C.2 x2 x. LG, 12 GA // \IS> DIAGONAL BRACING OPTIONS SEE VIEW B-B o x FRAMING • P / / " @ 6I-0" 0.C.8 MAX E (4 # � " FOR CONNECTION � W/(3)-#12 ' ° s , // 18 GA. DIAGONAL BRACE OPTIONS: #12 SCREWS • 6 O.C. MAX . f��-. l EA LEG / / PER DETAIL J/A02.4 DIAGONAL LATH- AND 2' FROM EACH END a / / / DIAGONAL LENGTH- DIAGONAL LENGTH- 18'-1" TO 26'-0" * ..4 iz / / UP TO 10'-0' 10'-1" TO 18'-O' * 0 2 x 2 x 12 GA x 6" LG FRAMING CLIP, ONE SIDE I I \ • f: DBL 3 5/81% 18 GA. STUDS WITH OF DIAG, W/(3)-#12 SCREWS EACH LEG. A 1 ;,. fir_ SINGLE 3 5!8", DBL 3 518", 18 GA. STUDS WITH 1 1 5!8" WIDE FLANGES AND 3 518", ' METAL SCREWS N ,, 18 GA. DIAGONAL TYP (SEE JlA08.1) 5/8 WIDE FLANGES 18 GA. TRACKS --IL 1 5/8" 1 5/8"- ---N 1 5/8" - - - - - - .` ,.., . 41 Alli y�y jw,,,C C �, x III torAMINIMININE II A � E #8 SCREWS @ #8 SCREWS @ 0 DATE ISSUED: 0 6/2 5/10 12"c% 12"c% laminv:: .. MH � - � E DESIGNED BY: '` VIEW A—A VIEW S— VIEW C—C -- _ — ØCONTINUOUS SEE VIEW B-B FOR \ DRAWN BY: JR SEE PLAN N SEE P� SPACING OF DIAGONAL BRACING *CONTACT STRUCTURAL ENGINEER FOR LENGTHS TO GEXIST BAR JOISTS CONNECTION /./H.... CHECKED BY: KMM FOR SIZE 3 5/8", 20 GA STUD INTERIOR PARTITIONS @ 16"c/c, TYP FOR SIZE " LONGER THAN 26'-0". OR STEEL BEAMS ____ _ SEE VIEW. B-B UNLESS NOTED FOR DIAG AG SPACING EXCEPT CABINETS A10.1 AtO.q PARTIAL PLAN VIEW FOR CONNECTION F R A IVI I N G 1 r - _ -:.. - �`: DIAGONALS PARALLEL TO PARTIAL PLAN VIEW DETAILS 1 EXIST BAR JOISTS OR STEEL SEAMS SECTION, DIAGONALS PERPENDICULAR TO i (UNLESS NOTED) EXIST BAR JOISTS OR STEEL SEAMS DIAGONAL BRACING ATTACHMENT To 1 SEISMIC DESIGN CATEGORIES D, E & F EXISTING BAR JOISTS OR STEEL BEAMS DRAWING NUMBER: li r: -THR SECTION 1 1 ° _SS U __ TYPICAL DIAGONAL BRACING , , , , TYPICAL DIAGONAL BRACE CONNECTION 11 i A A024 t �� 31I��i_�I�� .t�. E, i31 X11�� 8Y8. DESCRIPTION SYB. DESCRIPTION SYB. DESCRIPTION SYS. DESCRIPTION O ' ' "�' a I i ' Y i ►•L "j= FFI 1. ALL CEILING 1-1EIG4-ITS ARE FROM THE TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING. REFER TO 14/A10.1 E RECESSED DOWNLIGHT SPEAKER: JBL CONTROL 25AV COLOR: BLACK, ! eamik:I�I�L�.04... vut. . ..a. r9■r;i:Vian_m inw,•.alli.. �l•�!r 2. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, AND RELATED PERTINENT WALL MOUNTED BOTTOM AT 14-b" A.F.F. SUPPLY DIFFUSER _ _K• _ _ _ . ITEMS NECESSARY TO MAINTAIN THE SPECIFIED 1-/EIGHT'S ABOVE FINISH FLOOR. r LOCATED IN DENIM AREA UTILIZED W/ OPEN E RECESSED ACCENT LIGHT CEILING OR CEILING GREATER THAN 18' A.F.F. ' 7( SUPPLY DIFFUSER (WALL MOUNTEDNERTICAL) ® MUSIC SYSTEM BELOW 3. ADDITIONAL 1-4ANGER AND SAFETY WIRES FOR LIGHT FIXTURES, SPEAKERS AND DUCTWORK, AS REQUIRED BY LOCAL CODES, TO BE THE RESPONSIBILITY OF THE CEILING SUBCONTRACTOR. 0+ PENDANT LIGHT I E RETURN AIR GRILLE 4 ELECTRICAL PANELS BELOW E 4 SPEAKER: DMX 5M-104, BRACKET MOUNTED @ i/ 4. SPRINKLER HEAD LAYOUT TO CONFORM TO LOCAL CODE, TAKING, IN ACCOUNT LOCATIONS OF S2; 12'-6" A.F.F., LOCATED IN NON-SALES 1 /I ,•.,,suu.,+•,i,will: ,►_ «;i;+.,<<;,iIMM■,,,rljium_1,rl_1 .,,, IIIIIIIIIIII DUCTWORK, LIGHTING AND LOCATION OF TENANT'S CABINET, FIXTURE AND SHELVING UNITS. PI)7 I6.8" PIA. POTIS PENDANT LIGHT, BOTTOM OF ACCESS PANEL rJ�s2��i�� =r'f■��_.�=��J��lm�� 1�1�� . �,.., FIXTURE AT 7'-q" A.F.F. ;"- �••) 5. PAINT EXPOSED ROOF STRUCTURE/DECK, DUCTWORK, CONDUIT, J-BOXES, SPRINKLER PIPING, LIGHT SPEAKER: JBL CONTROL 26CT, RECESSED IN ICI EXHAUST FAN ® ALIGN FACE OF SOFFIT WITH FACE OF WALL Z = = FIXTURE HANGERS, ETC. REFER TO FINISH SG4-IEDULE. ��2 CEILING (ACT AND/OR GYP. BD.), LOCATED IN 11- - - -- -+ SURFACE IN SOFFIT MOUNTED FLUORESCENT FITTING ROOMS OF EXIT SIGN AND (OR) EMERGENCY LIGHT w b. ARCHITECTURAL DRAWINGS DETERMINE LOCATION OF LUMINARIES AND SUPERSEDE ALL OTHERS, ® PASS-THRU (U.N.O.) (� ~ U.N.O. TRACK WITH TRACK HEADS (SURFACE I SPEAKER: JSL CONTROL 26CT, RECESSED IN ,T C OF EXIT SIGN, TRAFFIC COUNTER, AND (OR) - - Z • PENDANT) CEILING (ACT AND/OR GYP. BD.), LOCATED IN TRAFFIC COUNTER ® EMERGENCY LIGHT 4 ENTRY (U.N.O.) E 7. AFTER INSTALLATION, ELECTRICAL CONTRACTOR IS TO TILT THE LAMP IN ALL "T" FIXTURES @ A R3 MAIN SALES AREA UTILIZED WHEN CEILING 15 ' OF RECESSED CAN LIGHTS, SPEAKERS, DIFFUSER, _ _ Z 0 45 DEGREE ANGLE TOWARD WALL OR CABINETS. 1 1 FLUORESCENT STRIPS (CHAIN HUNG) LESS TI-IAN 18' A.F.F. I /2 ' EXIT SIGN: SALES AREA ® ETC. V 8. SEE LIGHT FIXTURE SCHEDULE ON ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBERS KEYED TO , " FLUORESCENT STRIPS (SURFACE MOUNTED) () SPEAKER: DMX CM1525R, LOCATED IN i-�� EXIT SIGN: NON-SALES AREA 10 START TILE J THE LIC-r�-ITING AND CEILING LEGEND. NON-SALES x� Q. NON-SALES JBL CONTROL 1G105 RECESSED IN X9 E I SURFACE MOUNTED FLUORESCENT ■ ' EMERGENCY LIGHT: SALES AREA IMIl, '•1:�• -=■�- =••:- LAU CEILING (ACT AND/OR GYP. 8D.) t: . SUBWOOFER: JBL 55-210 DUAL 10" SUB COLOR: - i EMERGENCY LIGHT: SALES 4 NON-SALES AREA 12 LINE OF SEAM 0 C WHITE, SECURED TO STRUCTURE ABOVE WITH FIRE EXTINGUISHER UB11 I.4 l BRACKET (J8LMTC210USWH) WHEN OPEN TO 44 o SEMI RECESSED EMERGENCY LIGHT: SALES Q MI • 13 ALIGN STRUCTURE (USE SUBWOOFER "SW" IN DENIM AREA C) PORTABLE FIRE EXTINGUISHER WHEN CEILING 15 GYP BD), LOCATED IN DENIM AREA ' ‘- 1111111P EXIT/EMERGENCY LI GH T: NON-SALES AREA 9 2" X 2" M ARKET IN G GR i D - S EE STOREFRONT SECTIONS 1 cc 0 PENDANT SPRINKLER HEAD am m -"�R 'i,i\ll'9r �l-J -J\7��-Jt W O CC 11 . HI.!Oill 2" x 2" MARKETING GRID SYSTEM a. Co , c) CONCEALED SPRINKLER HEAD • • • (STOREFRONT DISPLAY) 16 SiGN CABINET >( CO CO SEMI-RECESSED PENDANT SPRINKLER HEAD HATCHED AREA INDICATES 31-0" MAXIMUM DEEP - �''� 17 STORAGE PLATFORM- SEE DETAILS 14/Al2.1 4 C/A14.3 -Ck 18 UPRIGHT SPRINKLER HEAD NM r0 ° SQUARE, 2" X 2" MARKETING GRID, BOTTOM @ NTS. '-0" A.F.F. ��I�E��EE CEILING AND LIGHTING NOTES M CEILING AND LIGHTING LEGEND N.T.S. REFLECTED CEILING PLAN KEYNOTES C z a N -- a,.o°zo V w G I:j3 IE! 25. L, s� ql-011 1 21_011 U=w-a o >-a�N G 10-o to-o H to-o H to-0 H i II I it I " I II HW� ,� 3c?Q��w'Q•12.3 P-1 P-1 £10.' P-1 £10.' P-1 •10.' °P-1 ACT-1 _ _TYP. CABINET TY1'. @CABINET TYP. CABINET TYP. @CABINET :_ \TYP. @ TYP. C@ TYP. @ UoU:m ! gC;o8°N wwwa\NO�tY O O v1UUtn N GYP. BD. CEILING OR MAX I•IGT. CABINET GAS/NET CABINET w z�000v o i I Z W Q U Z W W^O Q W D W zC7Q r--".a. 0= m G)t-1-O 00 r. I C7 � U Z I Z�WQ 03 ° ix�oQo - - - _ w - - - - - - _ - _ - - - - - - - - a� - - - ' - - - ► - - - _��, - - - - - - - - ♦ _ °cc1==Ja --,N°m owl-�=C.) %./!/fffff fff//I!//f/ff/ffl.///ffff///I// A!//////Iii!/./!////////////%f///f///!////f.'/f/z #, !/.%/!//f//f///%//////////!///////!/ i!/////////!//!/A!//f!/ IY!/A/i!////.%///!//� A' 44."r //Iii///fig/I///f/!//!//.0:40- ///412'. f//fff///� ;/.�f///!///r Ire//f///./f/////A/f//lilt////A/� ,N.t n 0 U [5 W f-?-.W U C's s. % %% j iiii/i/iii W _ �, _ / / / / � / / � / � < e!1J:�.�...� / / / / / / / / / a-h-/ ► / / w ,,, a' F-_'O J%II 40/ AV drIld r`/ 1 `� ... 3: - - . W--'y'x LC W Ce l V°Ce x....6 - - 1 I . - - ///'� ' all= //.///////%// ' I 6" I ' ,' Nii:m _ 1s 1 II N N L m ..W a o 0 N o 3 o con H I A i II i 11 1 " I " / " , Ct n■.■N. g c-o W O W o w w uNN . ONwx Z=In-Ip Z Uc.w to i u ' " I n �i� i II s -0 EQ. 2 '.p 2 "p EQ. 2 -0 4 q 1' .■nN■r■ F Z z t-°Z a c> ►=v> r t�EQ. 4-p w 4-0 4-0 EQ. ►� 4-0 / - - - - EMS P-1 W~ z ., -�"z=3 W IIIIH, -I/ Mi � ' �t j !:;I.-•. b.`"ais,--W,nr c. .:�:. :. .dl: .u: .rt: n U O A a'ril. II. .I1. rll. ,ilia Ii. :II:. :II: :I I. :1 i. ei�. .r..l: rli: :I1.. rtir W� , � � iilE ! �� P� ��I�'I irniii�� rMEr�'� !�� . in,(I� ■■■■N aZ�1�+1�= z=/// 1 1 / // 1 l�1 or 4; •...•.••••.. 4► .,,,, //// 2, / *•� .■� ....__. W `n°N�,m'- c'W . .A(t.........�1 / _• 2"i/ 1� u • r % 1 • • e' / I.Tj • _• • • ! • • • �j .N■N 1 " v W=N,_m W� I►`:�'�I/IiI�I. 1��AA�A• •!: � / , ��.�� E� ErLli� ��.,.� "df� / � �_-�� I� ,� ■r■rrrLu J "' II il 'il' 11' fly 11' 11 0 z ►-. N O� / / 1%� �l%Iir.+. 111 ��1 � ��`l ��/i / ■Y ■•u ■V ■.0 V 1u V ■V u � / ■Y ■.0 W Z �� O Q r In Q tn0 ►-x F. NCO W wQS 11 =z``' '-U U° Z v) O Q '-cn/ •= /L'%///////////� _ =• 3ZZ_0 0 3 z_oa = o a �'y :L::!;: __ < O Q O- < Z Q / ■. V 11 0 Z cz° U J~ Z W U~ C7 F--Y�, / R3 R3 n R3 „ �� R3 °a �, <Z a W °/ i_Gn- �V1 Z GZO C�� = W Z �GJ/ EQ. E EQ. / e `,.► / ACT-2 :.NO +.■: O!1/2" + n O ::'� ® q q ►_ p.:. i■1 MT-1 ��°��Wa =a�aNO =Q°-?Wtn.,„40g G / )NM 1 . 61 0" 61 .0.4 „ \, 'to 41-11 WI ._ ''�i DENIM ;°:s;rp, • 1 „ :. % I T • •° `, •> •_ f .� I I 6 TA 2'-0'1P; %i; MEI L= v r 0 - w •i:iii��1 = • �Irmll2rra% (U�;tln� i " / _ milimmi - //.///////////////:�///////////.. T_O A !jJ • N S OOM • N ■N■ ■■■ NN ■ ■ ME 7'-b" iv± i Q. E 4L N■ ■ ■ N.■■N■■ ■■rrN N■■■AZ ....N■■NNr..■N■.■rNN■NN■■■■■Nn t .•�. • i,,,, III '=a• rrr■r■r. N..r arEMnuNNN■NNr __MEM - . . ' " O TA /\ - - - /\ A 2 T • nNrNN r•:rrr n N■ nmN■r I A q _p O MI 8'_p" ii = • MAX ' •I }.} M - _ SW .�::. : ..... .... • _ MT-2 N IIM . S m a T� rl P-8 1 - •= EN _ •- _ U PM •= ...n.nn...n......n.....:.�::. .. •= -• Jim b- GYP. SD. CEILING ••Q ��jjI _ 12.7 02. - „ n...n . :.r■■rr.::nr■■■r■N• ?� � AREA4 ft • ' • • '-I GYP BD 'Q. SPA '• r - ` v I�-- .n.....n. n I I '` J.■ NNN_ ... .r.Nr ■■r■NNr■■■NN■ 7�- _ n • 71_11 7,_b" I I �`f I �•� `i ' -: ,r M,M-� _ r.rN.N■N■r.Nr.r.Nr..N.N■rN.■r■■r■ 1- �� (�'�A r. A . T2 T2 -'• ' pieiIN �il� . N. y I Aiiij ( ■■■N -_ W 10.1• 1'` lgoom !UI!I !:; 7;....n.N .nnnrrr r=•inn. • 12 -0" C's U EMI II 21 1 i ^ ' ■■n.Nr.r.NNN■N.rrr!'� I I ei 0 -, i TA•- - � •zv� lb '_ " 70 3 EQ. SPACES (TYP.) II. w 1 q iii i 1.4 II 1 el q w � 0 LEI ID lit , 1 ..., LID I Mr��;�,�� .,,I 1T2 T2 -� q ® q ,_ _■ T2I w ® I1 q 3/8 ca �I I v EQ. EI /I 61_0" EI ' ) ° ► - - m CL 0 44 Y� � T + ! 86 :I 1.2 E. I______E. 111111111111'1:•: ��I- - -LD 8 �, • •i ; =• / • • •� • • •T2 • •T2 • .: r; 11�� il` II' II' Ii' ,� II' II' 11r 1 It 1 1 •. I •11:11 %I = • A10.4 / © W / _ , h7 ;h �:.a:9:: ,_,I.:..., P-t W D o0 Mil II al 101111111111111 o /f;, TD / iL II o III I-ti- I �`yy..yy� (� MT-i ar o..,n T2 _____#.9 c 0 S re'111111111111,„ 1 IIIIIIIril Z Lo ;•;� �� c SW I it= It f4.'".#1 07 ill EIRE❑ ❑ AIM` l TriThi - %��J • r �� / liMil2 . %ii/% .N..... iii// w Z I- _ II; /I v' T2 T2 II I III 4' q" i % Q. EQ. :::111- Z M CO _ " NON-SALES '�'I 2 TA I � O ° �� % //. %��i �� '.'■ ( 11,...o, '�• fr4__ / a- M N F- ACT" AREA ''0I = a ® o DES VIII II I Wall _+ I P_1 Q O 0" ■.4- O E U .. W � OR MAX NGT. ;; TIP. i -' ROOM - " : = _ • I I /El 4'-.� I ••_• Li. 3 W .•., $J-. 1 , to ¢� �; r.. I T2 T2 T 511.- .,�_fff- i . ...31 ��.1 t: �li �, • Nrj t: 1 1 1_p" Z I •. ce a- O 1 - �! c`"_ NM '�17YL. '�•7YL•MEM �2) j 11 is ;.!!!!! o CX MA001.20 vi i 1 •._ ..� / .Nr..... Z ne hi kik 'ii� TA • • 86 .. 1111EMENENIMMI • 181 • MILII •� �� Fin: R MT-) 6-1-1 I,, Ili (it. hi T d • 51/11 =• ,11 1 _011 ..N.■..._ •le r To I " I u I I I i •� ...,g _+ : . • C� ® O t0 Q O tJ11 0 I ! b' 0 6-0 6 0' TA _ L" •_ • TYP. Eli w �,�/i/rill/iii t0 C.? W it! EQ. III E E EQ. rip `' - n TYP @ ABINET % a.100 1 1 q q _® ! ®�E 10-11"- H TA �\ -i - !\ % ///%i MT_2 w �, - - - P-1 . i.� i IIIIIIIIr=0 iimil • %/// ■ _111111111111111111111NO N. REVISIONS• 81_0" is•; � 10. • \ ® W / • � I1)ltI �� _ • _•• `.� - ■.n. I I C3 REQUIRED 8Y: DATE _ _��I. TD TYP. 3'-o'TP% 2'•-0"TP% i' M =• •Q.: E w uN BLDG. DEPT. Co1�1MENT5 oa/� /�o 11, 1 NNNNrN■■r■r■r■ .■ .,■ / EMI rrN■■r NOr■■NNN■ N■ I, 7,1-IMO GY'. BDSOFFT .;. TA / \ (1)T7 �, • • lilii._ Nr■.r■ r ■r7 - .I 0 . - .7 _ ■rNNN■NN.■rr.■■■■■.NNNN wNN■N • • • �•� =�• _ - • r :qr ■ N■■N ■NNN q i p ll EQ. 2'-0" EQ. si = • - D ••. Mil. 7 ::r■r■Nr..■....■■rrr■ ■■■■N■■■■r■N■•. T TD, T• T., T•, '•J ' oN'= ROO A 2_.1► 2-p 5 -$ •• .Nn■nrn■r■rr •�G��.. • • I II • • I II • • 1 " �4 • * m..nn■r■.■■■■ ■■. ' MT-2!• �r�r N © it . �� r _ naoaNN � - lin 0 _El��•o, L _ ,Sk.. A I r: �: '••' 10'-q 1/2" III�. 1_NEri�� .ii .7•/////%%/"//%////, �.� •10. WD-2 _ H 4 q i + =.• _ wn �� • _ •• .::::1111 N. - (�/ / / %i \ I DENIM SOFFIT 1 O I � / Z '. • nonrnrnn:a::i::::::■Ni::a■Ni:::::::::: _•ill, 11 1 N %j �! V I 1n L ! Ilti�I -I% ■�=:� �1 �' • .7 �''v _ I �. �..v• �� •- .... . .■N■r■raN/ ! ��i iiii � -- - • ;�- :�� _ 1_ it - - _. as�r � O O - / �I��(%1 �� I,,�� ' � d 11 0 / i21 41_ R! i .... . -.L.A_f I_ 1) NrnNuun rN ■■r■2 r■ . r rN ■• N ■N ■N r F.R. 8 ri `` `i ��I • 101_011 cv - _ 7 6 I� .. • ��if ---- ) I La = 71_ 11 I /�/� / �I�_� iiiii iiiiii ii iiiiiiiiiiiiiii ii iiiiii!AAA.A. ///////////� P+1 _ • Patin M_ el O / 0 / / / / ►.............••...... ............iA.%....................� Ti • ► �� / E o - - - - - %///////. - ABINE SW ri =• � IIIIríjíj/ir/ iii P-t / /� ♦ = 1 INDICAS NO RISION TO THIS SHE- 31_0" (b) EQ. SPACES 3'_p" - • -�. .iii •= a'. .7 _ IN G P. BD. SOFFIT ' �, .,....... , /�,//////////////,• - _ - R- - n © _ - .n...n. SI SHREMSHOCK ! I 1 % rS 3 EQ. EQ. EQ. EQ. EQ.,��. EQ. EQ. E' �► ®� 11 -0 ° '9E° I 11 -0" ' ' ` / ` '� '� '� c's '� ' �I �� ( ACT-2! / _� /��// - - , n , n 01 , W 6 '�' / �� ' �y UPJ : I■_ • 6130 S. Sunbury Rd. Westerville,OH 43081 �.I //✓/////////, //�/1•�///�/��%//�/f ////// //� / //�//. //% �� ►� ,�. 1 i'-0" t: 614 545 4550 f: 614 545 4555 I►' / / �/ / / •��wv1n�IF wT7�'.� ti�l��.t� �M�� da• n / _•I�� i��■EVE�..r��i��Eii��E'i' � rI' 01 / / % WI • O • . �oilmaiii • • • T2 `' 1/ • • • it • " • •- • •' • • • Ir • w-� ��E •••••••�� MT-1 "' ;i N2E H.CFR 7 / FR S FR. a FR. 4 / FR 3 FR 2 FR 1 �1 " EQ. M ' " i " ..... 7t .II I / / / . . . . . . -0 2 -0 EQ. 2 -0 4' q" / 41 ,." nN.. °'�'` , '41M‘4 % a r� a � / c� c3 p p p C3 � C3 C3 ► I ! JI1U ' _+ � � •■ i it 11111 ilibt. Ile' h h -'0. N r7 Si "iL 11.. . EQ. 4 ei WAr O � 0 O �p % O �O O �p % O �O O �O �loi/i% Q' I I ii� NI r I 1 reeeeiii�/E�i ��' 11 -q 3/8 ry El PE IIIIIIIIIIIIIIIIIINIIIIIIII A17 it, � r r r� _ ..._ _...._liii/ ! ! liiii lii�iiiiiii/iii/ii fiiiiiii/i/ii�iiii iii.iii/ii�iiiii/iii►/ii fii iiii!i/.Iii/ii�liiiii/ii.sii fii/liiii/iii rii /�iili /ii / // /i!i/i! � � / .� fiirJ. E ! ./ ./ii/ii/ // / / //i.��iiioiiiiifi///ii///�iiiiiiiii/ /r�iiiii//iiiiifiiiiii.�iiiiiii/iiiir/////////////////////!///J///!/////////f/', I/f!/'ff/f//f1/ff�0��L/��r/��//��1/ /ir�ff�/�/.1��/.� f/cifr��!!!!fir/��.f/! ff/r� frllf!!f!!/.r!!r///!///!f!!!!/fr!/!// f !E- :::: - - • - - =- - - - == =•---:= = == ==== - ==� ='�0 �C= �� "��a - - - - '•1 - - - ;= ► - - - ;CAS: - - - - .s - - - � - - - - pa 10'-il" yr ``°,�2'-0" 2'-0" e e 2'-p" a 2'-0" e e 2'-0" e e 2'-0" , e 2'-0" e e 2'-0" c+ P-1 :E Q. a ./ !" I Iniel MIE MB ells! E t� I I 81-0" 101-10" ► " 1 " I " I " i 11 _. P-1 P-1 SEE DTL. 6-0 10-0 10-0 10-0 10-0 14iAl2.3 P-1 P-1 P-1 1-1 P-1 H P_i H GYP. BD. CEILING GYP, BD. CEILING TYP. @ F.R. 1-8 TYP. • CABINET TYP. • CABINET •10.' TYP. @ CABINET '10.' TIP. @ CABINET '10.' DATE ISSUED: 06/25/10 T YP. @ TYP. @ TYP. @ CABINET CABINET CABINET DESIGNED BY: M H DRAWN BY: JR A CHECKED BY: KMM CONSTRUCTION REQUIREMENTS FOR SUSPENDED S CEILING SYSTEM: REFLECTED g AS PER THE OREGON BUILDING CODES DIVISION IIIIIII 1 , 1 WEBSITE UNDER STATEWIDE CODE E I L I N G P L A N INTERPRETATIONS DATED 4/20/2007. REFER TO A I DETAILS 'D' 4 'G' Al2.1 E 111. 1 P DRAWING NUMBER: A AI)1/4»A"-o» � REFLECTED CEILIN G PLAN A , ''' { 01 ALIGN FLOOR TRANSITION I CONCRETE SAN CUT W/ FACE OF PANEL 1. EXISTING CONCRETE SLAB PREPARATION NOTE: EXISTING CONCRETE SLAB IN SALES AREA TO RECEIVE FC-13 SI-IALL BE STRIPPED OF ALL EXISTING RESIDUE, INCLUDING BUT NOT LIMITED TO, COATINGS, SEALERS, WAX, MASTICS 4 GLUES. G.C. 0 ALIGN FLOOR TRANSITION W/ SACK OF WALL BASE IS TO PROVIDE A CLEAN BONDABLE SURFACE FOR THE LEGACY FLOORING INSTALLER. G.G. TO SET ZINC ANGLE DIVIDING STRIPS AT ALL FLOOR TRANSITIONS PRIOR TO FC-13 INSTALLATION. G.C. TO INSTALL TERRAllO STRIP AT STOREFRONT PLATFORM PRIOR TO FC-13 INSTALLATION PER DETAILS IN THIS SET. ® ALIGN FLOOR TRANSITION W/ BACK OF JAMB 2. ALL WALLS TO BE PAINTED P-2 EGGSHELL UNLESS OTHERWISE NOTED. 0 ALIGN FLOOR TRANSITION WITH (. OF JAMB co! 3. ALL DECORATIVE MATERIALS SHALL SE MAINTAINED IN A FLAME-RETARDANT CONDITION. ® EXTENT OF (N) FLOORING (S1-10WN I-IATCWED) TO MATCI-4 (E) MALL FLOORING (TYP.) , 4. ALL NON-SALES/CORRIDOR WALLS W/0 SHELVING STANDARDS TO 8E WC-I UNLESS OTHERWISE NOTED. SEE DETAIL C/A13.1 5. INSTALL SF-1 AT MOBILE SHELVING LEVEL FLOOR IN STOCKROOM, TYP. CC 70 ALIGN FLOOR TRANSITION WITI-I OF DOORS "i • Z E Z p _, z V I CC L in Q a W � 16) 1.- u.,1 co 0 Lu � orc W F-- a X N.T.S. ca T.S. NOT USED - M NOT USED - FLOOR & WALL FINISH NOTES FLOOR & WALL FINISH E NJ E K Y OTES G '� 7 7 T T r. T r 7 '" T T 7 IV ' 7■ A G.C. TO PROVIDE A WATERPROOF TENANT'S G.C. TO COORDINATE WITI-I FLOOR MEMBRANE TI -LOUT A u u MALL OPERATIONS MANAGER TO 4 z WET AREAS. T1-IE MEMBRANE MUST PROCURE MALL MATCH FLOORING ° :_,I1.2- N o Z p r BE TURNED UP TI-IE WALLS MINIMUM .'C� V1 4 EGRESS �� _ TOLET NON-SALE8 W a O N Z�U 4 4�DF 6 • USE DEX 0-TE O W r W o w~W N W X R ROOM ��N� n Z °W�°°°ll 4 a W v,N a pF=,.L..°O��77 t•.4 W 0 Nper w°��?�p O Z G Q O O W N Q Zc44 W mO ,W °W\PPRO ED EQU L. DWC-1/P-10 °aS a p = zcn z QWC-VP-S ©WC-1/P-5 NNao W Z „4TQ=4 8 8-2 5 8_6 8 B-2 _W W 4 =W 3 N Z U V O °N a a a Nw=� p viF-°�,vWi© ©a El el- Ell- NpN °za°4~= F-=4p�c�FG-2 I I 4cao ZWQO Z �Z�OI.a_ W•-24W a©FG-2 ©FG-2 W-C.'1 Q Z W- O Z N V W W O O]a3°WZ wow=�° o►-��oz�. - - - - - = ", - - - - = - - - - - - - �, - - - - - r - - - -. - - =, - - - -. p 4 W O W W d Z d O W III W i n 2�O G a W 0 W V H O_4 Z,_ = r-,- ///////J.ff//////////////////_I./%AJ/!//!/40 /4010 Wr//////////!J////f//J�!///J///J/f//�//%/////////////!//////J.//////////////!/ %/I////f/!//f//V' .4//JJ//////A/I////////f////� i�A//f//////!/11��////!/�I////////////.I///////////////////!J/� %/A////////////A',VW//f//!//!//////��'/////A! E� ,,,W a o °v cr =° o cn♦ / / L �_ / L �. / / 4W W W WWJV °6.,N °Ow •� 12. AREA / ""' /_-_ ♦ ♦ i /4 / /� //, /// ///// e r .0.1% ./_//. MT-1 w a W=w ce, a w occ..o m=o v o -td E-10:1. P-5 % I `i/ _ %r. Z FC-2 �� , ////� ///////�////J/, Q �!1�11 �� ,a N W a o P �, O a,y @ COORIDOR SIDE ,Q © - -- - MA'KETIN I:ANNE'� I I 4 Z Z=-DOOR FRAME ( W =�Z~ v�34�N ��W~°zz F- L7 W O S 4J♦ W S W O Z W Z = W V 4 Z=` ja; i 1 I HARDWARE BIN BIN BIN j " Z °W s�__ ••N+�'4 4.p W N°N m~ N t 4 H W/////////.1 1////////////////////////////////////////////////////// ////////11♦I�I%/.%/////////////��///�/�////////1 1// //�.... . . ..• .•. . .• . ... . 777 ..• . �/ i/��/�i// / FG-13 p W 4' °z v=~ °z = o_ •............•...••..•.......•....7777.:.s._ ...•.......•/� / I I / i .r►. / =Z N m rr r. n n � . �►1 I/.I'I' ��.��AA�A.��A��A��.A�A�A�A�.AAA��7�7��7��A • N a W o~ �O <°►'�- a i// 6 CLEAR - - / /` / / P-2 ( P-2 I w< z < ,� c:; 3 =W I I PIROGES ING I 1 -' 0, /� / i i L SIDES 4 BACK 1 Z W=Q© °Z Z- Z/ I- _ / �I I / 8 ! 8 _ _/ / zI ►- 3�.w--t-- 3;330 0 i e / a 4550 - oco- z-j- : � / / I / � SIDES BAGK, � A M �_� � °� i I I ilI LA 1 I ZG.�w�~F�6~j C:70°°�� i-C? N=om�I TABL / I / 101 , / / Ao7.t ///////////// ; cABINETS I _i o ° J Z 4� 0 2 Z O= Z ZINC? O Z'a ►- N_ / I -\y r�O, _ ��J.) �� / OF CABINETS A07.1 G n =N N o =-V- o V r/ _l / i` .%/ ♦ ♦ V O W Z o O.O.o W,-a h-W= a.w_m Q)V W W m /l 1 I =cn►-�zz v, � ,, rcnvci:�c�- Z Z N N = W Z N N 4 DA mWw W o W V wmoo_rx m W= W_,�, f /� - ! Af;(,- 1 07. 07. 1 A07.1 - A07.1 w co °Wa-�W Q 1-4=4NO °U Q�'ZW NM 211212,MIPWAIPArk HD-2 HD-2 I`1 .11 1,, 1 E r T/7-� NON-SALES f 1-1 %_ ■ I / � ;.;. :t..;< 1 �j/i►�iiiiiiiii� MT-1 (NI ^ro / 11/� .. ! 1 A07.1 ////// AREA i / /:• ' . I ON PANEL , / CO 0474////// HH \ / � �;� P-20 '�/_ cz 'Oi 5-14 'Oi 5 6'-0" = 30'-on �_ R = 361-0"- T I �**4 I J ;.�. FLD. O F.D. (6) 6 0 i'. MT-2 11/_r w�/ _001 I OVER /�I wo/ /I ' WD-2 IGONGRETE SAN CUTS CONCRETE SAW CUTS I / L f!!!/////!///////��/�/��l�l��:. P-20 �;.; _ I �� LINER p /// _ -2-71- _ _ _ _ _ I CNI / ,..//' 4 @ DENIM SIDE 1,.��.� :::�� j j /V (� -.- _ - %:� DOOR FRAME - 0 1 1:01 G-4 O //// FC-3 I_ --aT -T - j 10 I - - �_z U� ° •,•, I i ' j FC-13 1 1 L /- -I_ / --1- 2 __I it WD-2 MT-2 FC-13 j ALIGN I I ii1 J ❑ I - ------71-11-- °- - -,--- - ��;''', I ON PANEL A ( II, _ ( © I-'- •• - - rT7T I i ° rP-20 DENIM Q � I I I ----- I I ( ROOM ROOM OIIE Q I •• ____ __I I i/ ° L 7 a I 1 I ° II a I I I I :2.I ( FC-13 G-3 r-- NP-2/P-21 'S o I MT-2 .• O 8 8-1/P 5 ROOM WE _ v - LINER - I�'1 I ■I a t'I __ - __ __ - - I WD-2 G.C. TO CONTINUE GORING I L ER W O :$: EN CASNW A C - I cn 3 (.7 Q Cr H I 1 I I I- - -�-I- - - --�- - - :�� I DE1 I BENEATH RAP i LOOR MAT WD-2 _ T - u Pilli7-7-17- Q �-, - ---1 II I I a °II A ° _ I I I �c90:0 ON PANEL I°I SF-1 a I ( - __ ° .7,,- - I o w MT-1 ___12___ ROOM i � � F FG-13 � ��n�� A Q Z� CM a. Q_ _ _ _ _ ..,,��..��.� i maism1Ei,...7-I- - °--L 1 ;: W SEE NOTES I I- r - ,. /4J ° - T --- - - - 3: �! 8 WD-3�� 4 i�/ ' ► 4- P-2 V C'1 t�7. �� I w W 00 / I tai z �, ,�� // j , FC-1 I 1 % SIDES s BACK I z] 47 I L - - -�-°- - -1- - -� ::' x/11 T - FC-q a- - --i- - -� �- --L - ---1- -- i.i. �► .� F FG-q j OF CABINETS i a C A ___ ___ ___ __,,,n ___ ___ ______ : a- --I-a- - H F- -- --- --F - -- --- -1- -4- --° T - i� 3 WD-2 -- P-2 - - I i P-2 -- -- ,. IO 0 / B 12 ix i • , 1 r t!1 0 z •• 0 0 �E d �/ ry ,.., 0 1,--- -r- -1 7 -I - - -•- - - 1 7 I- -1 7 7-1=E 7-1 ',77, /1 07. •07. 4/////// / • Q .�, / / I h � Z• / /JJ//. .s. /iii% MT-1 0 ..I I 1 I I I I I I ° I I I I I f°I I 4 1 1 1 a° I o a' D r �- % / L J L J L_ J 1 I I ,Q CD • = M ©� I I`I I I I ° I I I I I I I I ! I I I I I 4 lk •07. r a. 11 / - - - - - - - HD-2 1 I cr N o ,..1 cj 1 h I I ICI 1 I a .ij / I s O I r.,......2 FC-13 O QOQ� •• W_ _ _ I I I I I I I I °1 I I I `'►' i 1 a / _ I ON PANEL la. W - -I I- --I I-I- -)- - - - F- -1--I I- -�,-I -F- -I al I-'1--I _%� I / I I ON PLATFORM •• 7t / b I I I I ° H I I I i I I I 1 I I I if I •z•;:'....,1 FC-q - =-- - 1 / .� i i i �► . id . I 11 � t I I 1' I 5F_1 I I °I I I I I I I ° I I I I I -.�. I ---- ---_ \ ° .7., ( % I -I P-2 ::E::E w I I I U _ •• Z I I1° I I I _ _ ° I I I I II I I II I 11 ;.;� L ! I I1 W Cl) W � Wzv k-1--,--1-,I 1-1- -1-F _-_I- --1-1 1-1---°--1-1 1-1- -1-1°�-1---1°-I I I %/////%///////A O°CABINETS i I 1 o X rn c.�► o- _ �f i `� I I I I 7 -4 i i I I i I a I I I MT-2 w P-2/P-21 I +� a c�.� W can - a a I° ) I I 1 I �� I ON PANEL I 1 B 8-1/P-5 I //�►yon/�� MT-2 O_ IE • V) - V) L� W I I I I I i I I `1 I I o l I I I I I I I I I :<� WD-2 ! -!� a � ,.•< -I I CASHWRAP , / - I ° a .;.; 1, ( C - MEN'S I iiiiiiiiiiiii� 4 SIDES • 1 6 1 \ 1 1 1 i I 11 1 1 1 1 I I I I IQ 1 1 1 I `l , Roots REVISIONS. WD-2 1 T - ROOM ONE r� - - - - -- -L. L. -I- J . 7777' 1 �' Li,,, ��; ///�/. F FG-13 I I REQUIRED BY: DATE 1 P-20 HD-2 1 1 ON PANEL ( I 1... .. /'\ LANDLORD & BLDG. DEPT. CcMMENTS 08/12/10 ,� N �,�z -� I CASHWRAP � G-3 D G-4 V X72 I �,�, ROOM I I WD-2 P-20 I �' ♦ 12. R - - _ _ _ _ W P-2 - -- -�- - - a - �l /!! ////!///////////%%/%% WD-2 WD-2 44 1 8 8-1/P-5 0 i u _ I n 4.,o0 ,, IIIII ,, 0 I / I I I I I I ° 16 ° I % / �;; J C - �- F.D. (6) 6 -0 - 36 -0 �• CONCRETE SAW CUTS (Y 1 / 1I° 1I all 1 I \ % , r r � T - I ALIGN _ w I 1 I°I I I %��. - - - $∎ / F FC-13 0 ri (..... 1 1 4 , 5F-1 4 l_p___ __- - . - --° % % BACK �� %; ; OFFQ I /j I- -I 1- _ --1 I- - / , �i. H H � .I� ° /' J/�/� -! i/ �7�7s7��7�7�7�7�7�7�7�7��ss7�7�7��7�7�7�7�7��7��•��s7s7�7�7�7�7�7�7��7��7�7��77��s�II �/ FG-13 1 / 1 14 i ( I 1 ° 4 ` '/// /% %//// 1'► •! %///f///////�' 4 I 1 , ri illiri , INDICATES NO REVISION TO THIS SHEET ( / I I I ( I ( G \ 4 A "FITTBIG 8 A D A ��/�� MT-2 a / //, I A A07.1 h. I I I I I � � .�►. ROOM ALCOVE" ,� Al _ •07. •07. P 1 cn j 4 SIDES ILL_- _HI 1 :; - - �o G G C F ♦ G r �, ,, o I ......2.6. 0.04, SHREMSHOCK I- �)iiiiil iiiiiiii liiiiiiiiiiiiiiiiiiiiiiiiiA 3 ae L I I oN PANEL C 1 /I • ,r% •07. '07. AO7.1 / •07. AO7.1 / "k AO7.1 / I lil FI�� n / es ` r I r_ N Q W I Shremshock Architects, Inc.ill - /I _ F, ) �i�� 1111 �r I Gerald S. Shremshock,Architect -i�! _- '� %/////// % o w I ' 6130 S. Sunbury Rd. Westerville,OH 43081 Ii I \ %/pil %//�/f %///// %/!/,// //�/f %!� % I ► FG-13 t: 614 545 4550-.. I / / / / I 1/ it _ / / / / / P-2 P-2 _- - I� / � % /� V � / v I .. ON PLATFORM AR m 0/ / � I / SIDES � BAS I 1 I �,� ' / / / / / / / / OF CABIN 5 OD CABINETS- w_.,7777 II ( MGR'S I % % % % % % I I % I ej I 1 G-1 ,,,,cr.), 7 III OFFICE I / / / / �Jiiiii� /Jiiii/�/iiiii� roam=ail G \I / \ JI.C.F.R.7 // / / III / _ F.R.a EM / E:�4 / E. �� / 1 / rid - - - - - - - - - - �/. Iif/� - - - - - - - - r∎ _ - - iii/' - - - - - - /J/.iA.iii.4e. i►� s III I \ I $ / i i 0 i y i � i r- - -- Ni % r-------�---� r -� er - -- - - - ' of x � ` .aye It ii ■ % / % / % i %iam �1 �l �•■ %I�R EI% % - - �, ifiii/iiii/ MT-I t t.__ M. / C.. . f/ • !!.///��!!//�f /�ilfJJ/JJJf/'�/��/'l. /,rr��.r/��4Jfrl /J�/��/lrlf/!!!�►�f /.rf��J/.rll JJf JJIJ/JJ J/./f//��/��J�r///A!/!/!///��.�/��.%J.'!f/JJJ!/JJJJf// Iil///1/�/!J//A�r��.//!//r/JJJ/J/J//JJJA�� i�r��/��f��i�.r��!!//!��/.rf��.�./��.rlIJJJ!!J!!/�� /JrJ///JJIJ!/JJr/J�',r AV" ................4..........,......111 EIMII 1 1 w - *1-4' ,1 NON-SALES MANAGERS ILICiaiLII FITG 1 1 1 A ) `''R A ROOM OFFICE 4t1 T18lU S8 ROOM ALCOVE CIVIC-1/P-10 ©P-5 ©WC-2 MI WC-2 B 5-2 B B-2 B B-1/P-5 8 B-1/P-5 DATE ISSUED: 06/25/10 El- ®- ©- 0- DESIGNED BY: MH - ©- ©- ©- ©- DRAWN BY: JR EEEIII1E 12 FC-2 ©FC-q ©FC-q CHECKED BY: K M M S FLOOR & WALL , 41111 FINISH PLAN 1 1 E my A i 1 N DRAWING NUMBER: c FLOOR & WALL FINISH PLAN 1/4":1'-O" 11 1 LET � - _ ?A r,' _ _ UNIT SHEET UNIT SHEET UNIT SHEET DETAIL D/A14.3 UNIT/FIXTURE DESCRIPTION FINISH SIZE TAG UNIT/FIXTURE DESCRIPTION �° FINISH 812E TAG UNIT/FIXTURE DESCRIPTION �, FINISH SIZE i 1. G.C. TO UNCRATE, COUNT AND ASSEMBLE FIXTURES AS REQUIRED. LOCATE, POSITION, AND INSTALL TAG NO. (IF REQ'D) FIXTURES AS SHOWN IN THE PRESENTATION PLANS AND/OR DIRECTED BY THE OWNER'S SALE AREA-FITTING ROOM Di WORK NORSE TABLE MIllo U-SHAPED CASHWRAP (3 TERM LEFT) A/A11.1 WOOD 12'-7 1/8" (UNIT) 0 (3) 36"X48" BULLETIN BOARDS PROJECT MANAGER. CFBT1D FITTING ROOM BENCH (TYP) =48 48" FIT STATION PIPE RAIL RACK TBD CW3R U-SHAPED CASHWRAP (3 TERM RIGI-IT A/A11.1 1A10oO 12`-7 1/8" (UNIT) 2. G.C. TO LOCATE, POSITION, AND INSTALL (IF REM') STAFF TABLE, MANAGER'S DESK AND (-DR:5NC 1/21 33 PROCESSING TABLE EQUIPMENT AS SHOWN IN TI4E PRESENTATION PLANS AND/OR DIRECTED BY THE OWNER'S PROJECT FI TTING ROOM BENCH (I-iC) M JEWERLY FIXTURE - STRAIGHT CASHWRAP (3 TERM) B/A1I.1 WOOD 18-9 1/2 (UNIT) MANAGER. '" GO-BACK NICHE 1 (WIDE) A10.2 MRP-X MODULAR RUNWAY PLATFORM(S) - ern:10STRAIGHT 3 TERM CASHWRAP-COMPRESSED ® ACCESSORY BIN E 3. G.G. 15 RESPONSIBLE TO PROVIDE (1) 30 YARD TRASH CONTAINER FOR ALL INITIAL MERCHANDISE �_ " Q PACKING MATERIALS PRIOR TO STORE OPENING. DUMPSTER TO BE REMOVED AFTER C9.1____3N 2 GO-BACK NICHE 2 (DEEP) A10.2 PF00 PANT FIXTURE - CW4U U-SHAPED CASNWRAP (4 TERM) A/A11.1 WOOD 12 7 1/8 (UNIT) ® BANNER BIN . . MERCHANDISING. SALES AREA-MIRRORS PM30 36"x30" MANNEQUIN PLATFORM - CW4S STRAIGHT CASNWRAP (4 TERM) 8/A11.1 WOOD 22'-b 1/4" (UNIT) �''? V 6 MARKETING BIN \ (MR MIRROR, WALL MID. 2')05' K/AI3.4 `7R45 MARKETING PIPE RAIL, 45 $ INDICATES: CUT TO LENGTH IN FIELD GW4SC STRAIGHT 4 TERM CASHWRAP-COMPRESSED CC 70 HARDWARE BIN - SEE DETAIL E/A14.3 "� (MR31AD MIRROR, WALL MTD. 3-WAY A/A13.4 `PR66 MARKETING PIPE RAiL, 66' $ INDICATES: CUT TO LENGTH iN FIELD = U-SHAPED CASHWRAP (5 TERM LEFT) G/A11.1 WOOD 14'-5 7/8" (UNIT) C� CZ) MIRROR, END PANEL AT TRANSITION D/A13.4 PR24 24" PIPE RAIL RACK - U-SHAPED CASNWRAP (5 TERM RIGHT G/Aii.l WOOD 14'-5 7/8" (UNIT) ® REFRIGERATOR / MICROWAVE '- - Z E O SALES AREA-LINGERIE `PR48 48" PIPE RAIL RACK - * STRAIGHT 5 TERM CASHWRAP-COMPRESSED oq TV CART / SHELF - - Z 0 (i: i;: LINGERIE DRAWER BASE LARGE - ED5 RACK FIXTURE - = U-Si-TAPED CA5I4WRAP (6 TERM) G/A11.1 WOOD 14'-5 7/8" (UNIT) 10 FILE CABINET a 0. LDBS LINGERIE DRAWER BASE SMALL - RT00 4-WAY FIXTURE - `� (E!: .) LINGERIE METAL RACKS - :: : : LOW BRIDGE (7') TABLE - SALES AREA-CABINET ASSEMBLY 11 PC CART 0 LIJ = � " BREAK TABLE W/ GI-LAIRS (HEIGHT OF � ..� LRL LINGERIE RISER LARGE - = (8) NIGH BRIDGE TABLE - DW33 SMALL DENIM CABINET A10.1 METAL 3'-31#1 x 24"D x 1"T 12 TABLE AT 34" A.F.F. co CLRS) LINGERIE RISER SMALL - FP. iii TB10 (10') NIGH BRIDGE TABLE - `DW5O LARGE DENIM CABINET A10.1 METAL 5'-0'W x 24"D x I"T 13 HANGER STORAGE UNIT - SEE DETAIL Q " 0 A/A14.3 SALES AREA-PRESENTATION FIXTURES, = T.H.D. DSPW DENIM 5 PUCK FOCAL - PLYWOOD G/A10.5 PLYWD 10-0 WIDE W " 14 WALKI E STORAGE t ACCESSORY TOWER FIXTURE - - `D7PW DENIM 7 PUCK FOCAL - PLYWOOD G/A10.5 PLYWD 14-0 4IDE Cl) WHITE BUNK - " rte' _ _ E ceL3cTE LOW BU K HWIO BAGKWRAP J/A11.1 AS CW 10'-0 (UNIT) F5PW 5 PUCK FOCAL - WHITE A/A10.5 10-0" WIDE .�, \ Y a CO BLWO OAK LOW BUNK - `BWi3 BACKWRAP J/A11.1 AS CW 13'-0" (UNIT) F7PW 7 PUCK FOCAL - WHITE A/A10.5 14'4 WIDE 16 MANAGER'S DESK (I-{EIGHT OF DESK AT 34" A.F.F.) >t CD8333) SMALL DENM CARNET BUNK - BW16 BACKWRAP J/A11.1 AS CW I6'-O' (UNIT) WW33 SMALL GABLE CABINET A10.3 WHITE 3'-3'W x 14'D x 1"T _ _ - E %.,,� C 850� LARGE DENM CARNET BUNK - HW20 BAC.K1A1RAP J/A11.1 AS CW 20'4 (UNIT) WW50 LARGE GABLE CABINET A10.3 WHITE 5'-0 1W x 14'D x 11IT M' ■` . - 13'-3 " 18 PLAN TUBE HOLDER - SEE DETAIL F/A14.3 'V � 12' DENM RUNWAY TABLE `�3� STRAIGHT CASHWRAP (2 TERM) 8/Alt.l W000 13-3 i/8 (UNIT) WIN 0 N'T.S. ID N.TS.PRESENTATION P LAN NOTES C ABINET & SCHEDULE PRESENTATION P LAN KEYNOTES C Z Z a O Q= Z 2 p r a W G• EA• 'a NZ ZWa fa W>- W ZW A 0 n W Z t/9 Z S J V O Z -a,-O 4L -O' W C a y " Z g W r r ao:of pLa'.i °aWS(.-go zvc m=x0n �Zr00p F-W -' =c)o W = K V r a J,-Z S cG W d. l°O -4W , c. Q ~ U ,OU0 a3 _ OmO N aWtc v)WWcx O Nr(W N Np V71- G oG H W r O.aU p aorov S - i ZwavZ aZ�OW Wrpaco h. OZ(!7Z ca cc'z 00,-.-r cr m NrZa? WwJOZ NaWW=m O 3 W Z L 3 Q U O G r O W r Z oW gm n OmNOa T=6-v42 p a W O W :ZI:: W Or.t7 Q ��>,-,LIdO 20� OV)A14.1 I Q=-Nvt 0 mUamf-Z I I WO��O ABOVE W 0 = O W a. OUN Orv�-0�..Wr W Wj= O WYJa O I W O=0 X W O�a Z SINS W y W a--p t7 Q 0 3 W s O _ (f)(7,Z m N W a O r N J O V t f/Y Z p >>r - �� , , ZONE= Z2V1D ZtV�W N //////////////ice////////////////////// ////////Iii//.//////////////////////./ice////////////A/�/////////////////////.////////////////% ////////////////A////////////A//!///////////// //A////////////riI►///////////////////.I////!///////////////AV //A////////////A/I/////////////A////I.ii'/////A/� Mil ~-w o? e°z a z ci o v``'i ac=W w NON-SALES �� W<3! �Q��W �W�Z�Z AREA 0 © / / � 0 L -‹W50p--I LCW33� L -CW50)- -I W33 L W 50 -I W33 / LCW33� L<W33� W33 �A L -CW50)-- -I �W33� L --CW50)- --I / I CW33� W33� �W33> / d o-=z., OW.p W w W a==Q N N i ////l /#////// J a _ Z(n r <n z o r o�- `� � f/')p r r W N v p W=F=-r m p�.W J W I � i'•'I a N W Z a= (..p C !hgli,..: a 3 a a O- a I MA> KETINI I:ANNE�/ I % I 1 / / oZw r�, zOZZ(no p�oinV�� ZCr,Q�W I-{�,RDW�RE 8�N SIN BIN / I I / I t--t t-----y t --t I ,,, 0 3 Z r tZG�ro yr ZO GQ=SUN O All F m W W W O W V W m O O V-O' 8'W S ..,„,,,,...5 ( rr rr rr rr rr. r W ›_ ////////.1 IV//f///////////////////////////////////////////////// ////////1 %/////////////��//��/��/��//////1 1%/ //•'••••••••••••i••••••••••'i••••••••••••••�D•i••••••`•'i•••'i••'i•.D7:27.7•7• �•�•�•�•�••••`i•••�•�i ////�/�� - - - - - - - - / - - - - ow.„,., W a 1-W S 0 W 0. W W- •••••.••.••••.••.••••••••••••••••••7.7 •••••••••• / I T T I / I - T T 1 =O W X Z =.w..., O=a v z J a Q rr rr rr rr, / 'O) CLEAR ./ iil��i/ /.��%��•��•��•��•�� •�� T 1 E E 1 / E 1 E E 1 d(-U O-O-'W Q F-a a'Q N O U F-s .-_W V) � iii �-- n v �LPESLNI / I , / DW50 �DWSC) 1 DW50 �, / W 07 %////////////4 CZ I 1 , ,�' i ac I I I I I I I I I �y I I I Lo / IL - -� - I, I E O // I I ��.• ! �� I BL36 BL36 BL36 SL36 �c�i• �"LZ• , � �.+ `� /// ////// Ai4.1 121 r 1 I !�.;.;I I \ I) 1 4 \ -\ \ \ \� �iii//i/i�iiii� // _ (n / • iii ( �� I .. ' E E E E. ��., CNI // / ABOVE L_ J / I i /;. v I .- -- -- -- 3 ,.. \ ,\11\.§ \ \ \\ :c,---. / / / TABLE 1- / _ _.._ ::.1 i Q ,3: I \ \ • z I o l / �.•i�I .•i� /_I wo// 1= Q , , ArN e 1 w 1 1 .1111' I ( -1 /m-1N/ �J f//////////////////////!////////////////. :•i NC i �i :•< IIIIu1.11i,. Ili, i.. ( J• / //A I - _ - _ _ - _ �;'. t (- -1 tL %//////.• ///, :i_ 44" WIDE CLR EGRESS 8$ r36x30 5 36x30 A 36x30 A .;. I I I PF00 RT0 I ' u- �RR4� I \ w r 1 ''... , K- - -rizi--- - - -flf- - - idirli e ; , I a_ \ \ I (PFOO) RT00 MEN'S ROOM I I W O i 1 ► i � Q � 3- - F•748-x3o-5 -71-4871307A /�I I I 11 I I I I:: (ATO 1RT00� ONE\\\\ \ 1 D - Y W / _ / II I I II II O I \ \\\\\\1\ I I I VzW .- A-3 c 5 U c-5 .;.;I m \� \ \. \\\, \\� ` \ \ ( t� �,I \\ \ \ , \ \ ti I I A � t�� 1� 36x30-MT, 36x30-MT 3-;x3--0411 i I I I I I C_5 - - - - - - Q I \\ CASHWRAP ( L3�OD (SL36) pgr i/��.��., O i� " \ ROOM *---t / Lrw /• - I I 1 I I ( A14.2 L- - - - - 1 - I T E / w o CO w z N PATH TO BE MAINTANED u7 II I I II c-72- _ _ mac-a - -1c-2- - A �::;\„ -�, \ \ , � I I I I h,( - - - - - - - - -�I % lil I THROUGHOUT SPACE I E////////////% `t I I �TSO� I ( . t� }-_ 1 48x30-M 1 48x30-M 36x30-MT 36x30-MT 36x30-► '4 � 1 ( 1 I Q I C-2 - - - - - - - - - •:' kz- \ ATO1 h / AC I - O ;,;I `�_ PR48 \ \I 1 - / L--- -- -1-- -- -I - - O { I I I A14.2 r T : ► \ \\ \ I RT00 RTOO ! I I t!I I I L- - - - -L-- - - -l-- - - i, PR48 \ / I t ��.� �_� II C-5 C-__54, C-2 C-2 C-2 'O.' �J! \\,\ \, / i► - -- - - J-- - - - - - - L- - - J- - - - I ,, \\� \ n n ■1111 3 d i I •. Lid-M 748x30-M -36x30_MT-36x30-MT- 36x30- �.: -; /o 'o` U U / I Z 0 I 0 I E:.,) I°,' ,�/ L f/� W50 W33 WSD W33 W50 -' ~ I Mk c s C-5._ _ c-2 c-2 c-2 /I, v / t'� ' -1 i"'� �"i r r' 'i O 0 111111110., \/ Fi/ ,i . frR4wA $ (aj re-E! O E a V .. w r ID Is-i--1�i1- -1 - - - - -ri-I�(�(--1�i-I- -1�i(--1 ,11,11 h _!_ q /ii� Z 3 •• O t• 1 i 1 1 ;; h 3 r / / L -�W50�- -I KW33)-I I- -<W 50\ -I �� I- W50 -I O >- I 161 iM I I IA 1 1 1 !A 1 1 1 !31 1 I IiI1i 1 U / / ._ O . • 1``1 \\ I 1 I 1 1 1 11 1 I I I 1 I 1 I 1 I I0, n n I I I I, 3 ! U 11.11■ //// . - - - -�i a- DENS r Ii �PR48� ROOM %t 3- - - = _ _ I- I- -I-I L -I ;�! U I 1 O �c,o .ac O (SA c� 1 1 1 1 1 �:•: �i j I �\ t0 1_ 0 V w t!) I I �\ I I TAI I I IAI I I IAI I I ICI I I IAI I ,I{ I \ I i TAI I I IAI I I IA1 1 I IAI 1 I IA1 1 :ix-`��` / _ _ _ _ v) _ t!) w Ixl I I i INI I I IT I I I IT I I I IT' I i INI �2;' m I 1 EEO L f -i RToo ,(RT0o� � v r - - - " �•° m %/////%//////// I I I I d- REVISIONS I IK-I-- -I I- 1- - -f � - I- - 4 I- - - F. "2 I �130� �/ REQUIRED BY: DATE _ I `� I�I I I I I I I I I I I I I I I I I I I I I ;;I Q I I I Qi /��/��/��/i� uwoo a el.oc, oar. coMM�s oe/1Z/10 �TEI] A-7 ICI \ I 1 IA I I Iii I I I"I I I I"1 I I I CI I I 4, i I III 4 i I I INI I I IT' I I INI I I ikI I I INI ,• --r- -r- �L3D (sL3 ) 9- - d L L_J _I_ -1" - - =�-L_ u E-J" L_ J" L_-1°i-to m I I �� ///�/ - I I I p/ I C.41 L _J �- 1 a © .. H I •. Rw ,/ I 1111. o ` RToo o D A14.2 A14.2 11.11. LO 'O. o _ V ; m I 3 NA X 0 V t 1111•, '� 1>_ WOMEN'S ROOM INNI:A14.3 1- rn - 4 �:I 3 I 1 v '�, ,� a n (TO) I- N�� iiiiiiii .. PF00 44 WIDE CLEAR EGRESS RR48 / \ :: I I PATH TO BE MAINTANED I Q IR I I I I I I I I I \ VAPALmy.____ RT00 TROUGHOOT SPACE I �I I I I I I I I� / /j Vr© I / 1 I ( ( I I II \ / /j - - - - ill \ 'INDICATES NO REVISION TO THIS SHEET ` � 0,,,- � � � RToo ��il ��, ; 1 a I� /I �- - -I � - - -� (� -- -� -i\ ►�/ / �,� � DW50 I DW50 1 DW50 � 1‘11116.' �'•� o iv /I ; I I I .a SHREMSHOCK V 4 1 1 i 4/ - - - • ;•• •••• ...• ••••••.••.•••.. .••••••••• •. ..• • .••••.•••• •� f I / I I I I I I I I \ �i�� / - - - - - r'•'•'•'-_a S....4 '-'•'•Att....*.t..* .....•-..////////�/ II I 1 Shremshock Architec#s Inc.Li I SI i I / I I� I I� I I� I I \ GSN2 FITTING ROOM %//////. \iiiiiiiiiiiii� / Gerald S. Shremshock Architect / I I I I I I I I \ � ALCOVE \ /1 �� - �/iiiiiiiiiiii� 6130 S. Sunbury Rd. Westerville,OH 43081 WAI ® -k - _- P x <0 1 I �� BL3.. �X.ILI *-.-y t-�t 4' ��"' " ��„`. i` t------y �•i *---7 t. 614 545 4550 f. 61 45 4555 , : 0_ �'j ;/ r rr rr / � 113 ri, Ai4�i L it r FIL•- In; w i I I I I I n I i I I I I / TBO7 TSO? I TSO7 T507., L_ _ _!#! - EriD-C-1 : A-8 / i �.��ii.�i��/iii _ ;'/f/i fi.� � KK FF ��y,& /iii 67#i iYK / // ii I � ' 0 / / I I I I_I I_I I % I try t--� I ; , � °.�,y ap ABOVE ��I H '1 h / V \ / / / / / t TABLE / {p / % / / 1 I14 II I A-6 III 1 I- .� ``- ILC.F.R.7 E � � FF4 � Em e E II I / / / / / /iiiiii►i r iii/'/i j. $:. °Ii I A14.1 \I MGR'S I \ / % ,/� _ _ - - - - - - - - - - `if, - - - - - - - - - �/� - - - - - jØ� - - - - - - - - - ,/r/...�� DAMAGES - - / / / / (I- \ / / FBTP % = FH TP = ‘c-,p / = / / W33 r W50 -� W33 i- W50 -� r W5o -� W33>If / W33 W33 / $ r W5o -i W33 r W50 'I 3 � / /iiiiiiiii / / IIII /iii/iii /iiiiiii/iiiiii/iii/i /i / /i //ii/ /IIII/iiiiiiiii / / //i / / � r � � / /i// .� /i iri/ii/iiiiir/iiiiiii /i /oioir� /ir/iiiiiiiiiii�iiiiiiiiiioiii�iiiii,� /lilt// /iiii/i////i /./ / /i� / /i/iiii//ii/i iiii�iiiiie� /i/i /i/ / zee ///// / f/iiiiiiioiiiiii//r /..riiiii/iii/ri��iiiii/ioir/iiiiriiiii//.r®iiiiiiii /.r/ii/iioiiiiiiiii/IIII.rjiiiiiiiiiiii�J/////////////////////////i////////////i// /i//////.�/.�////.rr/L///!//////r/////////.r//./.r/� /.r/!/// /// /f / // /// .111111 DATE ISSUED: 06/25/10 "471 DESIGNED BY: MH DRAWN BY: JR CHECKED BY: K M M S PRESENTATION x r & FIXTURE PLAI4 try j 1 EyA N DRAWING NUMBER: 1 l '''(& 1 PRESENTATION & FIXTURE PLAN 1/4 _1' Q» A n -- t - N 3X d D 8 N LZA : W ;; jii:- :: .� ; _..____________________ Z z -° Z -I rn N rill rn -r o 73 / MI I MP O / ' . 0 x r. < (' 3 1,3 MI / 2:I -1 Xi N / 1T1 : (Dm m m 3x m... < < 8 N 1< \ / CI > s � � � � * _I •11 I « i « NM \70 t // \ / / o p c �— - 8 z § Z 733 o, Z - - oZ 30 0 \ / ( -t 0 ______,_ . _ el > 0 / \ 1 \ / ( . 3 D 1 N1 /(.1 \ i/ - f § _42 1 "0 / , X / \ ■ 'i w I // \ I _ c= F-it / \ , ! M I !!Q si _ ' ri oi.r. a / \ 03 o y -- I z " - =i / a -11-ti _ ,D C N i i .''' -r T 'o '`I I '1►+--iii v' J --- j _ �t� it --s I . r \ / law-- \ /, ii , ( \ / x — i w ~ -o \ m / ,,c_ _ N 1 Al Z/ � ► rte_ 0 -� • ' § p...._111/ 9.O D� 111 •L rp�'? Cp M3 ,, co _ 1 p ' i 1 ' 1 -------____--___ - 1 ( 6 - le------- s (!�O =N = rn = Cl i / \/ / /rn \ \ N /t-p D 4D •-Dn -F 7d = 3-n c�+ -1=n ••:-",..--,2. \ r _immia ANZINIk1.11111111v----------- ----- d Ems N M o p3 “3 -a “9.--j". i i -n O_o-I_ p N N ` ° 1 ��rn r} ��D pD '�D . _ z D3o D7 N r-t=n--rtn r7n _,�Z ii 1 1 MI O "A 7d D 1111111100 ,• t- D r-D 0 g § --iz rn 8 ' -n z m 0 ..___,,/---- ..1, 0 ill r M IL- . ?> I a; ....I 'V co X N sl • � � CI -! Q N b z _ 1 › ____ 0 1 Zo OL Po 0, Pi e) Do N 1 1 1 a 1 1 r. n pp n0 t o p6 rD N zD �D .unD �D .�— .__-TI S 0„ =1 -±- -rt ? iii 1 r- = NCO 1 O 1 3 z MI :11,' _ r D ' _ FI :I-tt _ -4p D 8 3 c -t 7th I N ?s z a —1-I « -- rn lta Pa 14_ � 4 r.; I ), IC ''\,Th..._ MI M w imCO Zr« 1 Imi rn J al > 23 4 � / / - I / \ /r- 0 -t) /// o D . n Im m o rn z ' z ° \ /` , j *1 0. I 11 E za III II -- c 0 0 II II . ul I) II II a 7 I \ /to 0 II II d 0 E w ma- � S - r N Z �7p17 � - 80 z a -§ / \ ix 1 3 3 -I -- .� 1 o o / \ cl==. 23 /I; i : : 1p 11 < -1 00 - I 1/ . -0 1 % X / \ CI Z N i r Waill -I M rn w V rD � N N t T" 3!".-‹ d — d 8 , 4n N -u E al N I 1 N Iwo .111111111111111■ • < 7 .13 ljj 1 r -I V -11 , 1 if : C1� C�1 No p ,- COi--n� oo n� i t-D OD �D P-> �o -v 1 rn tJ�D -ID t-D O"-n 70,n .01=I c-n _ - 0 0 0 0 � " - PROHIBITION ON REUSE: _ Xp Cl) > °� PROJECT I N FO R M ATI 0 N: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE _ W J CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT I 2.0 /�� > PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY I 1 i '� 0) z : REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS 1 ,010°-- o r- � F (p (n /� EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN I I �r y : • AND CONSTRUCTION ("ESDC"). D a ITI Z -< c ,$�. �, _ i r'l ..�� .. m ": rn C 1 o m THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN • c ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO •• .. w rn r REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN A -- . 4 ' ,p a. ,I, < ' U AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND•— '� ' SPECIFICATIONS MUST BE RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS ,-� CA c y •• 669 S.W. WASHINGTON SQUARE ROAD OTHERWISE AGREED BY THE ESDC. Z —� � #„ EXPRESS STORE PLANNING INC. z `� L� N ? °z SPACE NO.. CO3 �� i„I O ,-.. FD COPYRIGHT NOTICE: 9 't THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT U.S.C.OPYRIGHT PROTECTION AS AN d/b/a S T 0 R E DESIGN CONSTRUCTION I & ® ao (� o ,` � i -'' ? y G ' R R 9 2 3 "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER AA, m Q� ' ? 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION r C� ` ' • �w n `� INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND -4 0 C7 ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND --' •• N � p P I� Cn I Z. (j SCOPE: NEW PACKAGE: i-1V G 2 SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY (71 w F- n DESIGN TYPE: DG GENERATION: FALL 2010 (101Fa) LIABILITY. K co K o " 7C o ESD&C PROJECT #: 00075287 ASE PROJECT #: 10163 SLAM 6\Dr11gHR1 0. $$114 TGI 116141ARF TIGARD,OMC07712117A071.0144 CO CO um' umel 0 �?y � 0 r N 0 C rzrt 3 -0 70 w N 3 r _ 4 iirl 8 41 m M :a T ();* V F- z ......, § z-II-- 0 til U> %--. -v r' p rat o M Xu --1 3:.. r- 0 Z z .-� i Z n\ 70`�M IV I r- r r 1 rn > I 1 < ♦ __ _ - - — Z ♦ %._ -' — I— I I 1'-b" 11'-0" I / /// //////' 1 ♦ oo I ,� I 1 / II II 0 -� 7'////t////r//J / 00 I I / L J 1 -+c 3 !> IP ZD Orn --...--„,,,*,,. I_ ♦ I -- -� � orn � Fn- >- moo Z - `�\ \ iH -4 -4 P rn 1 �, 1 Z Z o- D °- ii.i0r � 7rnt3 � � � N � iv � r \ z Z J' / o \\ rn Vi 2"c, tr1 11%* -n 1.1 -\ 3'-O 1/4 'IV/ 4--)D. C to /I 1 - -- . I rAtireanfir I U 4/ -q w ..b... \ `3 3- 1/4" I l'-10" ,if, ..,______. ....„ -r.) _o \ 0 4 o 1 I 9 3(4"> <1 (------. > (R - 1-1(2.ji /1 \\\ _ Zf1 i O 7 \.�-n \ "2. 2 \,� �� \ A ,� n / J \ 111114 do -< O is (J1 t o V? O o \ \ �-_ __ / z 70 0 N. Ak rasa a D r-- D I\\I I ',. -...4‘ fi ll k3 r > \ , to — --I N. y 10 ole m m lik, 1 - O J \ /// Cp r ` I H �\ I-- ii I �,, 9 -0 �l' 311 o C') -0 Po ∎ Nd I _._ 'n� o _ ,� I — r Ater ATV Air _ / I \ . (/1[7. X/ ////< — O -n n q 3/4" = \ rnQ -0 , o D � \� z 3 t Jn 1 - \ / -n ! -, 31-10"I -Il ♦ . / 4'-0" 2' \\ - / / \ j � 00 t=D 6, I I HIr o;. 1 k) r N �� N 10" 10'-2"�\`\ 31-0" �\ 1 (:I: (''''''' ''''' '-' , .. ' ,., �\� i ,�gl■ 1 r t N r ; /— -0 L0:Tr_J IN.) —z 1 , N O -Ti rn I °_ — w 0 3 0 !-n ° 9 3/4" 4 z ��\\ �° > m , • • • rn d �� `\\ � _ --\ Z cn D -� I I 1 \\ \\ \ p _Z1�1 -Z} E ro nom, Ilk FP CI r m .41 '� (,n C (!) O r— rrn � r > N►' 53 213 r N _ z -,,,,,,\,,,„,,„,,,,,,,,, ,,,,, rn D �� >>(5) t"-- M I 03 D PP is cr ,, -., ,, , -----:•..„.1:2------:.„-,,,„,,,_,:-- ---,,,,, --1 rn a iv — r- r- 21 - I -I-- 1---4---`). .j_.------ i 73 ril (n � Z m� N. '•ndp I PrAiii115111/1iir---1 z--- _ w < -a > rnm 6 I / D 7o Z rn 1 / AlltiV 1 ii rli— /�� r -tl rr- x - I IM Z# I1/4" I � ni �. \� 4 rn rn '� '° `� °- 3/�" \ Ili �/ ' /� 'X r b r2n , -1 1/2 x r N ----i t 7 �� -n rn r 0 < p I hi �'-, _ try A 7d - N z ti \ N C'`-�1 rn rti h r-- \\ $ _ I I I FP 1 ,,'' \\r rn�t D C -C u) rn r I• _ \i M ZS 70 z n � � / `, r-n Z z 0 '---.7---.. I 1 - '''''' ''' 0 t:3 6, i 0_,, a (._. . ''. -,, _,,- ,---,„, ,,,,,.,,,,.,,,„,,„,„<„ n -I 73 III: 1 ,. to > to )=- § co > --- ---- ,---1,...--K------ _7: . , r 2 o r- "gl ,‘• r P" `t1 rn \ \ y ,, / — \ LI o �� l0 ..eer • Ilk I. 00 - = tN 1 ---1 ► ` \ Audrey ' A O = /alliMir0 11.,10"...._ — ! G. , \ sk. I 4_1_Criy ,j!'fr A ) a __7........ 2 ---2-'----,..„,'-' o �� ?-'�' 0 11 /' -t W cp I I I \, -.--"---\ mu) ♦ �\.\ - \ 4 of, --------------------1-7--------1,. \. 11-2"\ I \ o r o D N 0 __ \' \ '\--""----..„„,,,,,,,, \ N •,',, U • — 3 3 I I D I I a r0 ♦ �` � O//Shi�ri��.�///�� 3 -U o / I I -4 1 I / z p I c / / r 1 -1-1 / I 1 / ��///�[' / II II 1\ - 0 \ - - ---"T I. --.."" --"-- 01 --"-- --"-- --"-- I -..-- ---"-- ' ---- - 0 c ♦ A I / , _ I /////ff////I/ i -- ka o" t' N W 0 � r?-nn r tor- I I �r r-n 7j rn @ D m rn ' a0 m c t� ' r rn I I 7q 9 N . 70 3 -ti 70 w 3 0 O rn N A `" N rn`- -'' rn -f , m m A 'T1 to =p z -r 7d dr� t - -.7 r (0 23 Z RI, -n I -+ 70 z rn '1� 'n =4 Z -0^ m rn 70 - tz D t < w tp -� -� C a0 m — ..., z_ cr 0 o p o p� � � � y � 0 3 r J Z z J O o Z r NO N9 "- rn — rn D ..� J Qo .� m rr-- D Z N z :o r Q zo �!- zoo_ . c r� mm � N 0 � � 11 r•0. �D to7�U' > tilCPP - tJD U3 1> tp> OD 0D rnD el -1 '11 C o , z -� z3 D Z�r D r- --n OCZ aMn p :0 m m O 0 � 1 tA � � O Oa o 0 Q 0 ', PROHIBITION ON REUSE:acoau) ,,,,MC PROJECT INFORMATION:: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE XI N o s –' CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PI PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY ' CD n * C m (1) Z A REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS\ !,1 ,...,„),,;,, ..... .\ z z — y ° EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN I D (11 V AND CONSTRUCTION ("ESDC"). ,. ; ,�} \ m THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN,3 o► rn ••• �1 :4„,. -',. -, 3 8 Pt < ,;1 ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO II KID •.< ,; p � r •• \ to �1 • REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN 1 Z •• •• Q 0- �' N S ' u ' AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND G) \ ; ,1 • cn O M — ' SPECIFICATIONS MUST BE RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE UNLESS W WASHINGTON SQUARE OAD �` ^\ z A \ ' 4 b (n 0 :::: :: TS\ EXPRESS STORE PLANNING, INC. C Af: ,' ,,:�'; ' o . m > n Z SPACE NO.: CO3 WW1 - CD -t j /i g THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN ��` 4''-`'' -" _ 0 (✓ •• t G • R I I R 9 2 3 ARCHITECTURAL WORK UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER d/b Ia STO R 'E DE S I " N & C O N S T R U C T I O N P3 m. 2 n ku _ 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION O _• ® 17l � - ;« ::-or n '"�' INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND litik .. �r N r `°� 0 ( ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND ® '. I, 0, D ^' O SCOPE: N EW PACKAGE: P K G 2 SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY C1l LIABILITY. "'•1 �. �. CO 7- •Pl DESIGN TYPE: DG GENERATION: FALL 2010 (1 01 Fa) &P, �T „�, „A.0 = o " 7C a ESD&C PROJECT #: 00075287 A/E PROJECT #: 10163 DEFLECTION CHANNEL TYP. AT STOREFRONT - HK ______ --------- STOREFRONT CONSTRUCTION NC7TES GLAZING ABOVE q'-0" HT. W/ 2' GLAZING CHANNEL 1. FINISHED METAL AT ST TO BE INSTALLED ON SOLID FRAMING SHEATHING AND BLOCKING TYP. ENSURE A 3/4 MN. CATCH AT ALL TIMES. ME113ERS WITI-I GE1200 SILICONE. DO NOT USE SCREWS OR POP RIVETS. (SPECIAL CARE MUST BE TAKEN SUSPENDED Ii ACOUSTICAL CEILING is SUSPENDED MARKETING GRID _ _ _ NOT TO SCRATCH METAL SURFACES PRIOR TO OR DURING INSTALLATION). TILE PER FINISH SCHEDULE ! INSTALL BLOCKING AS REQUIRED 3/4" 1 1 -1- + + + 2. ALL METAL BUTT JOINTS AND I NSi DE HERS TO BE TIC-SIT FIT. Z gik \ - I , r.-0 Ok Illar VARIES - REFER TO RCP � � i i � i + + + + �� — — — — — — _ 3. ALL SURFACES THAT METAL WILL BE APPLIED TO SHOULD BE SMOCJ'TH AND HAVE ALL IONS, V C,� • • 8.0. (N) CEILING __ — — � E 16" O.C. MAX ( " �� HOLES, COUNTER SUNK FASTENERS, ETC. FILLED AND MADE FLUSH WITH THE SURFACE. E CONT b x20 GA METAL METAL CORNER BEAD, TYP. _ .. STRAP BLOCKING. / —{- —}— }— —I— (� 3/4" METAL REVEAL PAINT ' I _ _ - _ _ _ — 4. ALL ST GLASS TO BE SET WITH BLACK NEOPRENE GLAZING GASKETS(UNLESS OTHERWISE NOTED). — _ — E E co ath co i P-� i �� I sk p �-- - ATTACH BLOCKING TO 1 METAL STUD FRAMING i I I 5. GAPS BETWEEN GLASS TO UNIFORM AND NOT TO EXCEED 1/4" IN WID11-I. — �` II E t3 1 r EA. CEILING JOIST W/ CEILING JOISTS < (3)-#10 STEEL SCREWS, WHERE OCCURS ° �' !1t J PRE-FINISHED BRAKE / D. TYP. - METAL ON 3/4" F.R.T. PLYWOOD — _ Tom — — — — b. NO WOOD BLOCKING PERMITTED AT STOREFRONT IF REQUIRED BY LOCAL. CODES. ANY SING USED IS f I , """"'_ - + TO BE METAL UN� NOTED OTH�ISE. W Z I A.C.T. CEILING cc P k ,,,,,\_. t ♦ -I- -f- 7. INSTALL GLASS CLIPS ONLY IF SIRED BY GORE Q am ,. OF C OF ,ROOKS ROOKS ♦ �. I _ Q b. IlanalaffellaMMEE F '• �� 1. a HEIGHT OF GRILLE STOPS IN T1-IE OPEN CONDITION AGAINST THE HEIGHT OF THE SOFFIT W GYP. BD, CEILING '_ r • • •'1: I PRE-FINISHED CONS BEFORE FRAMING BEGINS. GRILLE PLATE MUST CLOSE FLUSH WITH THE BOlT WE Cl) CC MOUNTING NOOKS _ BRAKE METAL ON FINISHED • E INTENTION IS FOR THE BOTTOM OF T1-IE PLATE TO BE FLUSH • E ENTRY W 0 3/4" F.R.T. PLYWOOD SOFFIT, 1'— SUPPLIED BY VENDOR. �, 0. INSTALL @ 18 O.C. MAX. (D \ _� SEALANT TO MATCH 2. SOFFIT. GRILLES SIRED. Fs' INSTALLA Ia , ç• HOl`T01'1 OF OPERATOR. MARKETING GRID VARI E5 - REFER TO RCP W/ ADJACENT FINISH — W '� B.O. (N) CEILING 3. ACCESS PANEL (BY G.C.) SHOULD BE PLACED IN ,�►' 11 NEAR THE ROLL-UP GRILLE MOTOR LIGHT TRACK 4 OPERATOR. ' , SUSPENDED CEILING m IO I FIXTURES (REFER �� 2" �� 1/2" TO REFLECTED 2 18 {N.T.S.) (5 MIN.) 4 1/2 CEILING PLAN) 4. a. LOCKING: U-CI-E,NGE O'W' (MALL SIDE)/THU113-TURN (S • IDE),t____N 3/4" METAL REVEAL PAINT C OF b. OPERATION(MOTc" a•): KEY CONIROLLED P-7 d.% LIGHT TRACK 1/2" TEMPERED d. OPERATIC-► E7NCY OVERRIDE): MANUAL PUSH UP/PULL DOWN PRE-FINISHED BRAKE GLASS (SEE d. 5'-' LL NOOK INCLUDED FOR MANUAL OPERATION rl STOREFRONT SECTION) METAL ON 3/4" F.R.T PLYWOOD : I -2 ER TO VENDOR SPECIFICATIONS FOR ADDITIONAL GUIDELINES V 5/8" GYPSUM �, _ a z o METAL STUD FRAMING W Z a W-Q Z c. NOTE: ; BOARD ON SUSPENDED SIGNAGE NOTES CEILING GA. FRAMING t2)--L"X ,z� Z �2 R i o MAXIMUM LOADING FOR 1. REFER TO SHOP DRAWINGS. TO DETERMINE BEST PLACEMENT OF REQUIRED BLOCKING _ MARKETING GRID 15 GYP- BD. CEILING N W Q W O N U W Ci! 1 W m 2. CONSTRUCTION (VERIFY ALL ELECTRICAL REQUIREMENTS WIT1-I SIGN VENDOR). N W o m.o W z i!Jii. J"w 0 !_ " ooU ,a !za�t AS NOTED 1 0 0 H.T.S. a za� W^=�Wo STOREFRONT MARKETING GRID CONNECTION _ M CEILING 0 BRAKE METAL PANEL _ J LIGHT TROUGH 0 STOREFRONT WINDOW _ F STOREFRONT NOTES _ Wz�a� N ,,. °zom 0 (E) MALL --rigilliVIPYr STRUCTURAL (E) MALL BULKHEAD TO REMAIN - G.C. TO , Aw STRUCTURAL (E) MALL BULKHEAD (E) MALL STRUCTURAL „, // / / / (E) MALL BULKHEAD O m_s Q m N O d i„,-.,„.°,1`12'a a o o �Lro=°- - y0. ort-. c> pQ � W .W W W WaZaO W„te a vo =V, On Q S H a 1W a�Z U �mH Z a N N V�O - = Q L+-, W FW OO L Ow U H wW Y =O WW . UJ PRUTECT DURING CONSTR. W X a"Z Oa o TO REMAIN - G.C. TO TO REMAIN - G.C. TO FRAMING TO REMAIN PROTECT DURING CONSTR. FRAMING TO REMAIN / TO TO REMAIN PROTECT DURING CONSTR. N W° a O m;:” N OzQ:63 ZW U N1-W 0 U N/ / -10 1/8" / i- W= O Z o WZOL/7 = W~ "�1 IIIllire UDlllo��l plluu,,,,l�, NO to II!= W a,, IIIDDD�� , OW m�� . W , / OZ=,=a= h1 !_" = Z U o W..c'~U- 00 BOARD OVER 3 5/8" G oWZOaao Wra L-Wx dW.,a, Wm _ t--W mWt+-,W O W U W'�OOt�"� W S L�W L'''am' =N��cr ce N ce=UW >'N UOJm U'J ' BOARD PAINT / BOARD PAINT o-_°a.ce W a ~a�a�° °=a�,ZW v,=0 ■ 20 GA. (MIN) @ lb" O.C. / / p_1 / P-1 - ,- „ (TYP. U.N.O.) PAINT p-I f � � J � U141-0" N �''�2 b 21_b" 21_b" cU 0 E � O Li- .,-.- 14'-0" A.F.F. 14'-0" A.F.F. . A.F.F. 0 IIIIIIIIIIIIIIIIIIIIF T.O. TENANT BAND i T.O. TENANT BAND mIIIIIIw / " / T.O. TENANT SAND O II 11 • METAL PANEL OVER 3/4 I in N s " METAL PANEL OVER 3/4 I METAL PANEL OVER 3/4 O F.R.T PLYWOOD OVER 1 \ 2 1/2" F.R.T PLYWOOD OVER % 2 1/2" F.R.T PLYWD OVER N s I 5/8" TYPE 'X' GYP. BD. 's1 N � �MT-1 A /8 TYPE X GYP. BD.II'ti I , � i ;, )I// i N 12'-il" A.F.F. 12'-11" A.F.F. , 12'-11" A.F.F. . T.D. METAL T.D. SIGN CABINET' T.O. SIGN CABINET• Q 0 41101111111111 111111 BEYOND .. III .�� 1 1 r—ii BOX BEAM SEE \ E SOX BEAM SEE ;- / STRUCTURAL imprAppApprApprApp-Affsmr /�1 / STRUCTURAL '• 81-3 5/8", 20 GA. ,r DWGS. ( .) DWGS. ( .) Z O � " 11'-9 3/8" Q 0 (MIN) @ ib O.C. 1.11111 /1, . 's B.O. SOFFIT ", 20 GA 3 5/8 3 5/8" 20 GA DIAL @32"c% Q W fr Ell 1 I(TYP. U.N.D.) _ = 1 _ DIAL @32"c% U Z W i " �� :; i u I n I u 0 W ch, 11 -0 A.F.F. 1'i■ ! .__.._ : _„ iii-o" 11 1-0" A.F.F. PiAliiimi _, 11 -0 A.F,F. ,4 _, Q 2Pri1i1 " BAND CEING CEILICEILING 2 1/2 .� -w �� J1 � ��: ,1'-b" `C 7 i/4 r► � PREFIN./PREFAB. REVERSE `sl ' ERSE- •08.25/8 PE - „ 2 GY1 N CINET i 11 �r M -1 SCBLOCKING Q K a Z Z_ �" 0 LIGHT TRACK TRAFFIC I " TRAFFIC CONT. WIRE MARKETING FIXTURE (REFER TO COUNTER 1 -0 A08.4 COUNTER '' I Ao8.4 "GRID W/ 2" SQUARES. 3'-2 1/4" a q 3/4 REFLECTED CEILING PLAN ' .' Fie, -- O O G.C. O CUT TO LENGTH EXIT SIGN EXIT SIGN — O .. TT LEGT „ ,_ II „ I_ "�,. � �� , . . ... _. . _ . . _ , . �.� 9 2 A.F. . . _. .. .. _. . . ,__. - „�.TO FILL ENTIRE WINDOW. � F _ _._-_-.__ _ q 2 A.F.F. Q — M P-7 = Or ,�°E _- ---- _::? - B.O. SIGN CABINET P-7 = 1r ' ---- _;■■ -- - _ __; B.O. SIGN CABINET Z INSTALL W/ VENDOR ! ►- -, , -:� ; E , . _`ia 1 0 = M ELECTRICAL FEED V L '!! J ELECTRICAL FEED VI O N V SUPPLIED MOUNTING " FOR SIGN (SEE II FOR SIGN (SEE O Q V o) •• w HOOKS i @ EA. 3/4 3/4 (I) METAL PANELS (BEYOND) w 3 w CORNER AND @ 18" O.C. MT-2 METAL PANEL OVER 3/4" q 3/4" EQ EQ. STOREFRONT ELEVATION) METAL PANEL OVER 3/4" 9 3/4" EQ. EQ. STOREFRONT ELEVATION) Z i •: ICZ a. O F,R.T PLYWOOD OVER „ F.R.T PLYWOOD OVER „ O i- 0_ 5/S" TYPE 'X' GYP. BD. 3/4 1 METAL PANEL OVER 5/8" TYPE 'X' GYP. HD. 3/4 I METAL PANEL OVER U an ,Al. Z .. � MT-1 3/4 F.R.T PLYWOOD OVER MT-1 1 3/4 F.R.T PLYWOOD OVER w w .. w Z V 1/2 BLOCKING OR PLYWD. �1 1/2 BLOCKING OR PLYWD. 2) U -- C2 OVER 3/4" F.R.T. PLYWOOD OVER 3/4" F.R.T. PLYWOOD C� V LI 8 MT-2 ce 10 1/2" 3'-2 1/4" - " ' ' 10 1/2 3'-2 1/4" OVER 5/8" TYPE 'X' W. BD. a. • to - cn c w OVER 5/8 TYPE 'X' GYP. BD. MT-2 " MT-2 i MT-2 4'-1 1/2" I 4'-1 1/2'' REVISIONS: IREQUIRED 8Y: DATE REFER TO STRUCTURAL ®®1�� RECESSED CAN LIGHT ® RECESSED CAN LIGHT A LANDLORD & ai.o . DEPT. COMMENTS 08/12/10 (REFER TO (REFER TO DRAWING FOR FRAMING, � q 1/4" REFLECTED CEILING PLAN) 9 1/4" REFLECTED CEILING PLAN) NOTES & DETAILS (' \ 1/2" TEMPERED GLASS N G-1 9 1/4" N SALES AREA DISPLAY AREA MALL CONCOURSE, DOOR PULL REFER TO DETAIL M/A08.4 •INDICATES NO REVISION TO THIS SHEET I I i rI it SALES AREA I MALL CONCOURSE SALES AREA I MALL CONCOURSE 0 S H R E M S H O C K , . POP-OUT LEASE LINE Shremshock Architects, Inc. LINE OF ! METAL PANELS (BEYOND) r - r (BEYOND) 6130 S. SunRdWsteilleOH 1 PANEL SEAM t: 614 545 4550 f: 61 4 545 4555 Ilk I LINE OF VERTICAL LINE OF VERTICAL �� z � 4-0 PANEL SEAM (ALIGN W! PANEL SEAM (ALIGN W/ 6130 " • BACK OF SIGN BOX BACK OF SIGN BOX . f; ABOVE) ABOVE) ' g REFER TO STRUCTURAL �--=��P.S. . ��'� _t e,, � REFER TO STRUCTURAL ��. � �� .��x� ,�� r� p_ , DRAWING FOR FRAMING, ENTRY DOORS - OVER 2 LAYERS OF IIIIIII DRAWING FOR FRAMING, ENTRY DOORS - y,,.r REFER TO SCHEDULE NOTES & DETAILS REFER TO SCHEDULE 5/8" F.R.T. PLYWOOD NOTES & DETAILS I I m.., METAL PANEL OVER 1 3/4" F.R.T PLYWOOD �� = . K MT-1 L POP-OUT LEASE LINE J POP-OUT LEASE LINE 4 FACE N G A08.4 A08•4 OF PORTAL ALIGN A08.4 I " 10" SIDELIGHT BASE !' 10" DOOR RAIL METAL PANEL OVER _ 0-10 A DATE ISSUED: 46/25/10 3/4" F.R.T PLYWOOD j -I T.O. PLATFORM ' I I DESIGNED BY.M � I 1 I 1 1 I , I:____ LJ 1 L. _:1 I J� I_ CHECKED BY: KMM r 0 0 0 0 0 0 FINISH FLOOR FINISH FLR1' FINISH FLOOR (N)TENANT __ (E) MALL (N) TENANT FLOORING (N) MALL MATCH FLOORING (E) MALL S T O R E F R O N T FLOORING 4— I. � � z �r � (N) TENANT FLOORING (N) MALL MATCH FLOORING (E) MALL • G FLOORING FLOORING A 4p-idiom- ' P SECTIONS & 1 1 • TENANT'S G.C. IS NOT TO ATTACI-I ANYTING TO TI-IE • ALL STOREFRONT CONSTRUCTION MUST BE UNDERSIDE OF THE ROOF DECK ALL LOADS AND SUPPORTED FROM TI-IE GROUND ONLY. DETAILS 1 B 1 RACING MUST BE ADEQUATELY SUPPORTED FORM TI-IE GROUND OR FROM TI-IE PRIMARY ROOF STRUCTURE. DRAWING NUMBER: .�.. .- .w �. Iw ..►. Al, ..� �. � ■ �. � .- -- ■ ` -- � -- � .- � \ T R E F R N T SECTION 1 _1 -0 1 =1 -0 1 .1 0 r— � , � ;- (S O O (SHOW STOREFRONT SECTION (SIDELIGHT) STOREFRONT SECTION (ENTRY DOOR) ® L - `('I' z O tl.� E w z z0 _ _ z0 Q Job 0 a W Z en CG w of 1— W CO 0 1 , , , . . _ , g.....r _ _ 1 u) W co cc W o , cc I-- - - _.. c. co . - x co — W . .0 1 __ __ -0 a Q Z a M O Z p Y- W O W O N Z V Q Q y W L l..QN O �ZH Z U W0QZ d•V')C., W OaQ.-M W t- H O O Z N O N 3 Q w 2 W=N 1 g a Q tt%1 wWwV,N rL 01-WOm $-J0Z d .... . Z_O =L •ZJz yw, X d ,_ W 0<g0L,Q U V O�Q Z =0 W a Q 0 C . UOUd'm Qm� Z U OmO N =W - v awd.p Nw3w� ovit-ON cxwx- 3"71'-O" 3"=1'-O" 3"_1'-O" N.T.S. Q z z c2 z ! ! ; ^ji;! NOT USED M NOT USED J NOT USED F NOT USED G ,-0 Q Z W Z w Q m z _Z 03Zt.'�t�h .,00 .. 0 p w�m y-m y 0 q. : r: ° O � =d 0 0�� U(E) MALL (E) MALL BULKI-LEAD (E) MALL (E) MALL BULKI.4EAD ~o"N .a Z wV W SWWN O~U00 fir. ta,STRUCTURAL TO REMAIN - G.G. TO STRUCTURAL i TO REMAIN - G.C. TO w FRAMING TO REMAIN FRAMING TO REMAIN W avwi a av°"iz° Ud�Q�o EL,PROTECT DURING CONSTR. PROTECT DURING CONSTR. w O= x '=W d'W Q Z.w Q px V.,0=.0 PROTECT w m NWQO, N ...,0 t 4 Q W . 0►_-8_,W ::132: Wa,sY m 0 Z HOZ aZU =E V W~a U=3 Ix N u.1 Z tit-W �� 6i ZQQ V,._.W OO dE: jH t- O..Z o W d'=lift,___ rarAWAVAIrdirArridirdrAir ,� I�Iv a NdNWm~ A°%"1114 1 I 4 I lir• ./ / =V �p00 � t=cNS�Q=� Z Q N p> N a Z Q a{t-W 1-<'--00 3 0 0 5/8" GYPSUM 5/8" GYPSUM °° �(.,-.1 a °QO�v3 �=()YOZ BOARD PAINT � BOARD PAINT W W w d W� W�d d_� �W= ._ w_J OWZOtl d O W�O�.t--W= 4-W�.yV w MG.,- C1.1-�tl.R'W Q h-QQ'Q NO OU t=-a mz W NM CD VI i P-1 P-1 N ^►`o 21_6" 21_6" co 14'-0" A.F.F. ii . r00/ „ o 5/8" TYPE 'X' GYP. BD. 5/8"TTYPE '�GYP BD. al ,... 12'-11" A F. . J CNI ........„ pp ! T.O. SIGN CABINET T.O. SIGN CABINET' Q dierArArAPPArArAMINIPAr /s BOX BEAM SEE , �� " BOX BEAM SEE STRUCTURAL PI '' ► il STRUCTURAL •• ~000 U DWGS. (TYP.) DWGS. (TYP.) • ,, O La II3 5/8 , 20 GA I AG @32"c% ( DIAG @32"c/c Y w a I 4 I A aW�La 10:NGA.F.F. . ,,/, I t ill-o" A.F.F. ,,/, I —� Q _ im ( - 1 CEILING _ _,•N I — O 5/8 TYPE X -, s EFREVERSN EGN CABIN LUMT- p_1 ( a, o o A08.4 TRAFFIC V .iHr0„ N C 0 COUNTER I 1 COUNTER „ I Ao8.4 •• Z Z O EXIT SIGN 's, ♦Y ( ' EXIT SIGN ♦♦ ' 0 ~ 11 III P-7 �.__,. : ""-.___. "-- - q'— A.F.F. P-7 — -- ■�:__._ q'-0" A.F.F. • — V' B.O. SIGN CABINET �% '1.41 8.0. SIGN CABINET Ct = M N 1— ELECTRICAL FEED ii ELECTRICAL FEED O W it U p" •• w FOR SIGN (SEE ` FOR SIGN (SEE I+- 3 w -") GI 3/4" EQ. EQ. I STOREFRONT ELEVATION q 3/4" EQ. EQ. STOREFRONT ELEVATION Z •' Cr• a- 0 METAL PANEL OVER 3/4" ) METAL PANEL OVER 3/4'' ) i.... 3 Z ~' a_ F.R.T PLYWOOD OVER METAL PANEL OVER F.R.T PLYWOOD OVER METAL PANEL OVER W z U 5/8" TYPE 'X' GYP. BD. 3/4" F.R.T PLYWOOD OVER 5/8" TYPE 'X' GYP. BD. 3/4" F.R.T PLYWOOD OVER 01 V ' 0 2 ckg MT-2 1/2 BLOCKING OR PLYWD. MT-2 j 1/2 BLOCKING OR PLYWD. 0 co Q O• 0 W Cl. „ , „ OVER 3/4" F.R.T. PLYWOOD „ , i OVER 3/4 F.R.T. PLYWOOD q 3/4 3I-2 1/4 q 3/4 ,I 31-2 1/4 �- Cl) _ t/1 W OVER 5/8" TYPE 'X' GYP. BD. OVER 5/8" TYPE 'X' GYP. BD. 4•_0•► MT-2 4,_0" MT-2 REVISIONS: I � A REQUIRED BY: DATE 1 MI / \ LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 RECESSED CAN LIGHT RECESSED CAN LIGHT q 1/4" (REFER TO q 1/411. (REFER TO REFLECTED CEILING PLAN) REFLECTED CEILING PLAN) t I DOOR PULL REFER TO DETAIL M/A08.4 INDICATES NO REVISION TO THIS SHEET SALES AREA I MALL CONCOURSE SALES AREA , MALL CONCOURSE 0 S H R E M S H O C K Shremshock Architects, Inc. METAL PANELS (BEYOND) METAL PANELS (BEYOND) Gerald S. Shremshock,Architect MT-2 i MT-2 6130 S. Sunbury Rd. Westerville,OH 43081 t: 614 545 4550 f: 614 545 4555 LINE OF VERTICAL LINE OF VERTICAL , PANEL SEAM (ALIGN W/ PANEL SEAM (ALIGN W/ �� : BACK OF SIGN BOX SACK OF SIGN BOX ■ I ABOVE ) A80VE) c4 p�qQ t��{.�p' g,.��6. +r8`h 't`�', �i..'d lsw�s iL.�`a.�i� REFER TO STRUCTURAL REFER TO STRUCTURAL ENTRY DOORS - � _ t DRAWING FOR FRAMING, DRAWING FOR FRAMING, I REFER TO SCHEDULE °� ��° �� , � NOTES & DETAILS POP-OUT LEASE LINE >� FACE NOTES & DETAILS �r u OF PORTAL ALIGN L ( J POP-OUT LEASE LINE 4 FACE 4 �:; A(�.4 A08.4 OF PORTAL ALIGN `. 1 10" SIDELIGHT BASE 10" DOOR RAIL DATE ISSUED: 06/25/10 I ( _I 1 i I I I 1 DESIGNED BY: MH I DRAWN BY: J R I . ` I I ' I CHECKED BY: K M M i I I o'-o" I I oi_oII '—"- FINISH FLOOR �- FIN151-I FLOOR (N) TENANT FLOORING (N) MALL MATCH FLOORING (E) MALL (N) TENANT FLOORING (N) MALL MATCH FLOORING (E) MALL ,• S T O R E F R O N T 7 4 FLOORING > A SECTIONS & • TENANT'S G.C. IS NOT TO ATTACK ANYTING TO TI-IE • ALL STOREFRONT CONSTRUCTION MUST BE DETAILS 1 UNDERSIDE OF TI-IE ROOF DECK ALL LOADS AND SUPPORTED FROM THE GROUND ONLY. BRACING MUST BE ADEQUATELY SUPPORTED FORM .TI-1E i GROUND OR FROM TI-IE PRIMARY ROOF STRUCTURE. DRAWING NUMBER: �,` \ � � - - - - - - - - - - - - _ - J - - - - - - - - - - - - - - - - - - - - - ♦ - - - i 1 ms`s a $7 1"=1'-O" 1"_1t_O" 1"z1t_O" il� I 11, d NOT USED .. K STOREFRONT SECTION (SIDE LIGHT) _ D STOREFRONTSECTION (ENTRY DOOR) _ A Alli.) . „ , 1 ' ‘ :, 2 , , ,, , , , \ , \\ . ..... , \ , \ , ! .., , . \ .., i , \ g_ z./ , \ � E I j \\� Z _,\ �\ /I ( / K (.....\ GM LII s MAX. / r ..' 1 ,\ :Qz W_ 1/4” W. X 1/2" D. KERF i \ 0 IN F.R.T. PLYWOOD I ! LLI \ .. ,..., . , , rpr ) \ \ N s i � Air N \ \ f b.. II. s a . NIL, , ,.. ,A I PI I PTA IN I rill INIM_ _ eta \1\\\\\\\.\\\\\\►\\\\\\\'\\\\\\\�\�\\�\\\\\��\`►\\\�\\\\\\\\\� /////N/Y///.6r/////.H///////////////////H////////////////////H///////N1Y//.I' ♦ r/////////./Y/////Y///////.U//////Y/II'/H/////////f//////////////////////. ////.////./////////////////////f///Y,I/////JY////./%/////Y//1//Y/YIN/////////I7//r///////1///N/// ALIGN AND ALIGN AND �. 5/8" TYPE 'X' GYPSUM HOLD FLUSH PREFIN./PREFAB. SIGN HOLD FLUSH — — E BOARD WALL PAINT CABINET * EXTENSION CABINET P-2 1 1/16" ( 1/16" PREFIN. BRAKE METAL (WRAP C OF SEAM, REFER MAX. GAP PREFIN. BRAKE MAX. GAP PLYWOOD STOREFRONT PRIOR TO STOREFRONT METAL (TUCK ENDS) TO INSTALLATION OF SIGN BOX) DETAIL FOR LOCATIONS z a PREFIN. BRAKE SlGNAGE COLUMN ENCLOSURE V'1 Z Q W�QZ METAL (TUCK ENDS) OF SEAM REFER 6%TO STOREFRONT ( kJ az� Z 8WaaZa 1/16'' W O N �V Q Q Z G10j,�Q O OWN<tY DETAIL FOR LOCATIONS MAX. GAP QO�v, wW3 N ao�,10 vl wN0 z 00\ WOZ3n' m~�zo S� •Z�Z N N Q O W Z° I--- L"=40 Q pow,0=a V=V~Q J Z O C W d Q^ �" cWOOUCe m QM~wZ o 0ao n-�i W�+-W Qli 'ZW3VI V VOA '� -4 = 1 -O 1 -Q = 1 -0 1 -0 = 1 -0 6" = 1 -Q �_ o QQ �� ZQ z a O_a'Q NSWSO' •0i11-cO.IU,tn METAL DETAIL AT GYP. BD. WALL M METAL DETAIL AT BUTT JOINT _ j METAL DETAIL AT SIGN/EXTENSION CABINET F NOT USED �z�=� N �zo - z = • . W-0<= - =(-,° 003 30 Z c.. `QUO O G p..0W 5 Z i W� imNOQOa-ZZO W W d Z O W-r=.. m a W V ��a �haft =Va' O N jY O��~W C�U t..Y�ce w OmOREFER TO STRUCTURAL N w Q,J. N �,. O N N Z O O W 0„2 DRAWING FOR FRAMING, a, .z~ a z Q o Q N" 3 to c W ? ti F,W Z ! t-i 8 W L6 OW H O n NOTES & DETAILS „,,,-*- _,:m2 g ? N° W m= N=a- N - t/IO�r W Nv DWI= tt, D igW W ce W<„,QW mZ a�~WOO I,JQ 3~I-O Q =,..,20~ V (D0 �ce I-c.',-+a21-w O Z Z w z 0= Z Z Z Z c, o Z a Z I-1...z p�WU,>— <:W <�03ao 1ZO01U0 N O 0Q=OZ V3 ,,o iw,,,Z V mwW W O W U W m00 i-tr Ew= (mow_ =V,I--aw Z N G:2c,,w_ ›-N C30Jm UJ c =Owwxm SzwOO. O=Qp,V� Q G.1-va-m W Q I-QR'QNO ot-: .Z W N= CD c.„1 „----.1.0 0 Nii 0 ,--- 0 O O LINE OF CEILING TRANSITION LINE OF CEILING TRANSITION o- ABOVE AND PLATFORM BELOW— ABOVE AND PLATFORM BELOW 0 LINE OF TRANSITION ABOVE CV o O ALIGN (TYP.)- N _, MAX. ��\\�1�ELW��\\��\��Na��h_�\\∎��1� %/ /////Ammorm/////N////////////////.r _1 IN 1r ....:I \ oo ii PREFINISHED BRAKE METAL `/ , P `l 1-- /i PANELS OVER 3/4” F.R.T. / /` •• V N i i / Z W EE - i ` PLYWOOD OVER 5I8 TYPE X .. O .� ` \ K ` 1111111111111111E1111111 ;I- . BOTH ENDS ALL BUTT L AT all CW,� Q • 400' :::11111111111 O8. • a- JOINTS (TYP.) (ALL 4 SIDES) , •08. , Y W a. , 0°1 / ` BOX COLUMN E E BELOW SEE I BELOW A Q W♦, ��\��•� a�•� �� •• J STRUCTURAL BOX COLUMN c a. O ,,Q / DWGS (TYP.) - - �- - - - - - - - - �� -; — %- - -- - - - -i 1 " _ _� / ♦ STRUCTURAL c A 0 tx�` /b J ♦ �t DWGS (TYP.) . , w 0 co PREFIN. BRAKE MAX. ø — rs �� — w Z N BUTT JOINT 1 1 IIIIIF 0 i 1�s� / u7 METAL (TUCK ENDS) / A I BUTT JOINT ,Q r. Ok ti r— , , / - O il --J o 0 , 0 2 3/4" X 3/4" _ — — — — — — t/� METAL REVEAL PAINT j .' Z P-7 1 3 5/8" METAL STUD ` �� Z 0 FRAMING @ 16" O.C. MAX. ` / _4 r,,,, 3 5/8 METAL STUD O CO O •. `/ G G-4 FRAMING @ 16" O.C. MAX. P" Z M NEUTRAL PIER - REFER �� 1 /� Q CO • Cl/ H TO STOREFRONT DETAIL - Ø / \ _ \ t= o Cr WI DOOR N CLOSED O "Q U Cn •• W POSITI Z 3 •: O 7- FINISHED _ FINISHED ...400 I— O.a.:t- PLATFORM A 9� , „ �, BELOW � DOOR �EN P051T1+ BOX COLUMN PLATFORM ter- ~\ ii SEE -, /� BELOW tV to w w Z V METAL DETAIL 1 0 . 1 0 I STUCL 0` F %�AT REVEAL _ L �, 1 _ a � Q � ono T / 1 80X COLUMN SEE , DWGS (TYP.} STRUCTURAL m 1111 t� V w \ DWGS TYP. • / ( ) REVISIONS: E \ H O � / O REQUIRED BY: DATE I / / \ A •08. 4 . ` LANDLORD & BLDG. DEPT. COMMENTS 08f 12/10 08. / BIM. grO BELOW BELOW 1/ //1 d, N 5/8" TEMPERED GLASS SINGLE ACTING N / DOOR WITH TOP AND BOTTOM RAIL. / U REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION lohd �` VO N BUTT JOINT /\ / BUTT JOINT DUST-PROOF STRIKE FOR HOLD /: , /` OPEN FEATURE AT 110' - SET TOP O LINE OF CEILING / �/ LINE OF CEILING 1 OF PLATE FLUSH W/ FINISHED FLOOR , =INDICATES NO REVISION TO THIS SHEET TRANSITION ABOVE TRANSITION ABOVE G-1 BOX COLUMN PREFIN. / PREFAB. SIGN G '�r�"''' SH REMSHOCK SEE CABINET ABOVE (EXTENSION) SOX COLUMN STRUCTURAL SEE E Shremshock Architects, Inc. STRUCTURAL _/� DWGS (TYP.) �," PREFIN. / PREFAB. `� DWGS TRP ,. Gerald S. Shremshock,Architect-% SIGN (LOGO) CABINET ABOVE, O ♦ -. ( ) i, ♦ 6130 S. Sunbury Rd. Westerville,OH 43081 CY �: � ._ t v ii N�: EXPRESS ��, ` �,.� N t: 614 545 4550 f: 61 4 545 4555 /4 / I11( — — — — — — — — — — — — — * — '� \----"e\-- ‹C'. MAX. � / ' \ � '�=4- \ IA mil w; _ 1/4" II • 1".140 rr, ~ GAP � — — — / GAP G �' - ,,,,,,,,,,,,,,,,,,,T„,,-7,,, Y■ 1 cr LINE OF 08 1/ /` ` m .1111111111■ 11 co PLATFORM BELOW— �/ //� LINE OF O8.% TM BELOW N._ OPP/ \ . 1 A W ,/ BOW A `� I/,` , _ r N CN 41h, Ba\B\\EMMID�\\��__��\�\\\NtM\\\\\R\\\\lAMI1� `//II//r////1///l////////N///////////////////�//. Cy r ° 1/16" - - - - _N. ` \_ / 1► 1► 1► \ DATE ISSUED' / 1 MAX. GAP 1'-6" to'-o" to'-o" 1'-6" DESIGNED BY: MH DRAWN BY: J R f ENTRY PORTAL ENTRY PORTAL BY:CHECKED BY: K M M POP-OUT LEASE LINE POP-OUT LEASE LINE PREFIN. BRAKE * FACE OF COLUMN 4 FACE OF COLUMN S T O R E F R O N T r METAL (TUCK ENDS) X ENCLOSURE ALIGN ENCLOSURE ALIGN 1 / DETAILS --- 1 i 1 DRAWING NUMBER: 1° _per 1'-O" 3"-T-0" 1 al METAL DETAIL AT CORNER STOREFRONT DETAIL (ENTRANCE) _ A 0 E - - I NOTE: GLAZING CLIP GC2R GC°O GC135 I - - - - - - 70 BE USED WHERE REQUIRED BY CODE �� ! / LINE OF CEILING TRANSITION ABOVE I / / —I- -I- METAL FRAMING, REFER I I " METAL FRAMING, REFER TO STRUCTURAL DRAWINGS _I_ -I- i 5/8 TYPE X GYPSUM TO STRUCTURAL DRAWINGS / BOARD WALL PAINT E / P-2 - i / E -I- , ///i/ ? i G-1 MISC. F.R,T. BLOCKIN E/ 1 G Cr - - - - AS REQUIRED (TIP,) , , / E ' / / / CD CO MISC, F.R.T. BLOCKING _I- ! / / / / / M M _ AS REQUIRED (TYP.) _r I DOOR PIVOT. REFER - _I_ / O8. •06.3• _.--) TO DOOR SCHEDULE I / j ssirs j E 1 i/2"0 ROUND MIRRORED ! - - - - - - - - — DOOR HEADER. -I- DOOR HEADER. STAINLESS STEEL GLASS CLIP , �- Q REFER TO DOOR SCHEDULE i I REFER TO DOOR SCHEDULE A Fl ' PAI.,„._,, 0, .. __ 'A- ME=II=1111=L.= = i Ems am � - � E, � 1 l CO- O SEE STOREFRONT \. i W it EL.EVATIDNS FOR \ \ i, _ ~CO Q VARRES - REFER TO I r VARIES - REFER TO ', ' LOCATION OF 14EIGI-ITS � / o L L � 1 E 11 1 E i/4 1/4 - -STOREFRONT SECT iON STOREFRONT 5ECT i ON r =--• ' \ j,I I f I \ GAP GAP PREFINISI1ED BRAKE METAL PANELS MT-2 1/16" i i/Ib" 6- E MAX. GAP MAX. GAP , / � __ OVER 3/41 F.R.T. PLYWOOD OVER 5/8" PREFINiSI4ED BRAKE METAL PANELS '� TYPE 'X' GYP. BD. TUCK A� ENDS OVER 3/4 F.R.T. PLYWOOD, TUCK AT LL //1 co 4 ALL BUTT JOINTS (TIP.) MT-2 I BOTH ENDS 4 ALL BUTT JOINTS (TIP.)- �= I / X f W DOOR TOP PATCI-{ FITTING. , ��NR. E��111111111111111E1. 1`�►LM - — - i" R.O. WITH I" W " D. I REFER TO DOOR SCHEDULE i y�aaAE�� Eiia��►ir�ii iii►��i►idi R. T X 2 1/4" ' GLAZING CHANNEL W/ GAP — BLACK NEOPRENE (EACH SIDE) MT-1 I i IR � E LEASE LINE 4 PREFINISI4ED BRAKE METAL . .;.%....0 SALE AREA MT-2 �F� euFe .�-- FACE OF GYPS MBOARD/TUCKPATX80TH Ilk BEMIS . PREFINISHED BRAKE METAL PANELS " C OF STOORC DEONT ENDS ALL BUTT JOINTS TYP. OVER 3/4 F.R.T. PLYWOOD OVER 5/8 PREFINISHED BRAKE METAL PANELS GLASS / I { ) TYPE 'X' GYP. BD., TUCK AT GLASS OVER 3/4" F.R.T. PLYWOOD, TUCK AT BOTH ENDS ALL BUTT JOINTS (TYP.) BOTH ENDS ALL BUTT JOINTS (TIP.) I 11_611 i Z o Z o W a w H a Z m MT-2 f / //,/ I / W � W O N Z�W N a a ei,,,aS J Z W J O d 8 L,Va Z LINE OF MALL �-aW a NEFEo= W oa DiZ acp3,,, °W <Li d'wSta.z O SOFFIT ABOVE z3a�W m=='= ,W~d�° N W O J X Z ~Q G O Q per'O Z a ei- (-) ,...).--,,x J Z=O w d Q-p~a' . VOU.[D -1 .4,,,.1.--- O �a.p N !! ! !! ! !! !! _ ! ! ammo ' 1! := F- °=� � _ n �t O nzo s _ 1a s - � o N T ED " 1 °SIDELIGHT DETAIL NI DETAIL AT DOOR HEAD GLASS CLIP DETAIL _ F O US Wz Q m�°z m _ ? w Q J d Z N'4 W w JP SUrm�o o IIIIIIIIIIIIIIIIIIIIIIMlkilIlliIllIllIll a v O i = a 0 N - - - ax�NN �o!J ! ��=z V pY�a O I I REFER TO STRUCTURAL OCa 3w��-W Q�Z� �'x�C.?Q -I- -I- METAL FRAMING, REFER DRAWING FOR FRAMING, "� � y w a o �, J d�, O N O O W O W==W W TO STRUCTURAL DRAWINGS ��—d ZaZU ►--NF--F-O V W=H O Up W Z d V7 = W= Q Z= NOTES & DETAILS W a 3 W a U w o o=Z H~ am W 1I;EL!; _l_ OzZOZ>>ZQac~i r g O pC O U J z t-CUO V1 O Od t-Yw~U� — — 1 i — — SN►w-L4O li WIR=a— d'W S jW'-J OW mo, W>-,,w= ,,, UC J� _ c;:111;,...,. xZW<ah- Ox Q- w w= 2" / 1'-6" . t-aaay.o o=. r- W v,� MISC. F.R.T. BLOCKING AS REQUIRED (TIP.) Milli -�_ 11_611 ;/: 7 MT-1 L MT-2 TRANSITION A801/E •083•ALIGN (TYP.) MT 1-I- ; ILVE �- b- DOOR HEADER. m co --7/ W.REFER TO DOOR SCHEDULE i�_ I1jj A AND PLATFORM BELOW -, ilk i - - - - - - - - " I , N .! I %` MT-2 VARIES - REFER 7"O •At !J rI.I11�i1��i11 1r -,to ok , ,, 4 STOREFRONT SECTION : /� 1/ / �. liflhlil _ PREFINISHED BRAKE METAL PANELS • _ " o 1 ,�- - ---7:r n n = - �- Z W PREFINISHED BRAKE METAL PANELS mil • / OVER 3/4 F.R.T. PLYWOOD OVER 5/8 O O■■ •" mom I K cs ,Y `n TYPE 'X' GYP, BOARD,TUCK METAL AT co a- OVER 3/4 F.R.T. PLYWOOD OVER 5/8" �; •O8.i BOX COLUMN BOTH ENDS ALL BUTT JOINTS (TYP.) 0 Q II TYPE 'X' GYP, BD. TUCK ATSOTH ENDS CL ALL JOINTS M - BELOW SEE Y W LL BUTT T (TIP.) T 2 STRUCTURAL U Z W Airdammarmanor Apli ---lk BUTT JOINT / DWGS (TYP.) - - - - - - - -' - - - - - - - - - ,►i � - BOX COLUMN DOOR TOP PATCH FITTING, j - _ f _REFER TO DOOR SCI-IEDULE ' ` / �" � STRUCTURAL 0 i I �re ��, DWGS TYP. i 000 — v ,�� <l,. � ( ) w J /� '08.3. \ , / 0 i ® ; / •08 3• Q in •08.3• - - - - - - - - - - - - - - — - - - — II- I - — - BUTT JOINT o SALES AREA M,L 3 5/8" METAL STUD o PREFINISHED BRAKE METAL PANELS " C OF FRAMING @ 16" O.C. MAX. j ` OVER 3/4" F.R.T. PLYWOOD OVER 5/8 GLASS ! .. Z A M TYPE 'X' GYP. BD., TUCK AT G-4 G-4 " Z v.--- FINISHED 3 5/8 METAL STUD 0 80TH ENDS ALL BUTT JOINTS (TIP.) / �� o CO 1- .. MT-2 PLATFORM /� / FRAMING to 16 O.C. MAX. H Z M i �� BELOW V\ // +_ -DOOR IN CLOSED Q min _ FC-13 /� POSITION to , N V �\ �� 0 LE aO � .. W 0 1 0 3 W DOQR OPEN POSITION Z Ct •'•: = BOX •COLUMN FINISHED - „�, • O • >>-- ix _ SEE PLATFORM t- 3 Z �- c STRUCTURAL BELOW o C) •• !- " -in Ø, BOX COLUMN / ` DWGS TYP. /, FC 13 ; m I s a 1 ` / ( ) / >< - CO DETAIL AT DOOR HEAD — _ SEE • 1 1 o O +co �c o o cn o •08,A ii STRUCTURAL ,/ ._/ \ ce ca 0- W ./ BELW DWGS (TIP.) k \ - / - I ° REVISIONS: c- MT-1 ,/ / i / MT-I v ,// f REQUIRED BY DATE -- PREFINISHED BRAKE / /74- 40 " /� / PREFINISI-IED BRAKE i LANDLORD & BLDG. DEPT. COMMENTS oe/to/ta METAL PANELS OVER 3/4 / " METAL PANELS OVER 3/4" F.R.T. PLYWOOD OVER , O 5/8 TEMPERED GLASS SINGLE ACTING F.R.T. PLYWOOD OVER METAL FRAMING REFER -I— -I- 5/8" TYPE 'X' GYP. BD., " ' 1 � G � � DOOR WITH TOP AND BOTTOM RAIL. � 5/8 TYPE X GYP. BD. TO STRUCTURAL DRAWINGS I I TUCK AT BOTH ENDS REFER TO DOOR SCHEDULE -' TUCK AT BOTH ENDS ' ALL BUTT JOINTS (TIP.) FOR ADDITIONAL INFORMATION ALL BUTT JOINTS (TIP.) - - - - - ip 1 i BUTT JOINT � DUST-PROOF STRIKE FOR HOLD BUTT JOINT OPEN FEATURE AT 110 - SET TOP MISC. F.R.T. BLOCKING LINE OF CEILING % `% OF PLATE FL-11614 W/ FINISHED FLOC LINE OF CEILING ` / TRANSITION ABOVE AS REQUIRED (TIP.} TRANSITION ABOVE / COLUMN ,� BOX / •INDICATES NO REVISION TO THIS SHEET i SEE - PR FIN. / PREFAB. SIGN in -I- G-1 / STRUCTURAL , CABINET ABOVE (EXTENSION) 's J G-i ..____ DWGS (TIP.) �� / V •08. r SH R E M S H D K _sic__ % - DOOR HEADER. / _ i �o / _ -t �1k1�/ �' ` / PREFIN. / PREFAB. N , ► / BOX COLUMN Shremshock Architects, Inc. REFER TO DOOR SCHEDULE I /� /'I 1' SIGN (LOGO) CABINET ABOVE, i ,I SEE ► , \ — Gerald S. Shremshock,Architect■ C4 . = - •1/,1 N '` ," " " ' �,�c �1� ZCL:) - 6130 S. Sunbury Rd. Westerville OH 43081 ♦ \ ♦ = , #i �/ ; , EXPRESSMEN . $94,�, ��_ — _ S ►1__— _ — _ — — _ _ _ — t: 614 545 4550 f: 614 545 4555 �_� � �r I/ 08.3 ,1144. , / �� \ \ \ j 08.3 / . F 101111/ AB i 1. NIZIARI.,■111■111. �. LINE OF •OS.3• -jk TO ��.�E'. :'Pv "ROCTION - _ TRM BELO - 1/4" io1 \ 1_ , ,/ �� 1/4 =. . /, = _ ,I, / GAP r �. w ■ G GAP /, � - — — - - %P ,� /� G = 1/16" 111611 cn '\ % .- - ,/ `� �, LINE OF CO Gtr � T ' MT-2 08. /� F iIi \I ,� PTFORM BELOW-MAXAP MAXAP BEW 8.3. ,i i/,/ �/ 08.3 /%1 ABDVE , �� ABE /\) /1 _ 1 ' `� �` " ¢ Fj. 4 um b� t:. i" HI " N 1Ei%/%111401.11111.E%%%% / %%may/%%f� �� \ E m 11111■,. — .` ,� %///tI////////////!f//////�/////f//////////Ilk 1 — — — GLAZING CHANNEL W/ '. iii - - - - �� _/ ' DATE ISSUED: 06/25/10 BLACK NEOPRENE (EACH SIDE) POP-OUT LEASE LiNE POP-OUT LEASE LINE DESIGNED BY: M H # FACEOF COLUMN 1 �� 11 1 N 1 11 " 11 4 FACE OF COLUMN DRAWN BY: J R ENCLOSURE ALIGN � 1 -6 � 2" q -8 ,4 � � q-8 � 2 �, 1 -b ENCLOSURE ALIGN K M M M _ ENTRY PORTAL ENTRY PORTAL CHECKED BY: T 2 PREFINISI4ED BRAKE METAL PANELS MT-1 101_0" 10'-0" MT-i C OF OVER 3/4 F.R.T. PLYWOOD, TUCK AT '� SIGN CABINET N.T.S. > < SIGN CABINET (N.T.S.) STOREFRONT I GLASS (N.T.S.) BOTH ENDS * ALL BUTT JOINTS (TIP.) I DETAIL S 1 1 i 8 DRAWING NUMBER: 4 At �. 1, s = 1'-0" 3" = 1'-a" � �� (4",, . �t SIDELIGHT DETAIL K STOREFRONT DETAIL (ENTRANCE) A - I • CDE Ct: FOR FRAMING REFER TO I STOREFRONT SECTIONS ...//__ FOR FRAMING REFER TO i, STOREFRONT SECTIONS // --,11 ' 'v.- \ / /// I , I 10 ' ■ 0 f Irl I , C OF 1 FO 0 ,,/,/ fi // 7-ALIGN TEMPERED GLASS GLASS I L-1- I -L---r-- ///, / / - SEE SECTIONS ,,,,,..______, I I c.... / //// //z _ _ ______,I -A r , ----\ \- : es ..,zir_ } 1 I 0 , I / / -7 114N. re...j ,- — ////' // / 1 3/8" X 6" TOGGLE 50LT W/ FLAT r'"""'Pl / 3/8" X 6" TOGGLE 130LT W/ FLAT //// / ///2 El) / 4.T.0'710" A.F.F \ I WASHER INTO STUD BLOCKING ,f° 70 BASE WASHER INTO STUD BLOCKING = = 4 eti,/311 ail die 3 1/2" 3 1/2" A 1 Nk. I I i 11 /.... CONTINIOUS 6" METAL STUD e / 1 e-- - 1 BLOCKING SEE SWIM CONTINIOUS 6" METAL STUD ...1... / iit / I 10 d/ 12 , 2" 0 (-- . BLOCKING SEE M/Al2.5 Ci) / / , / 4,-- / / ........ / / I I --)1r 41C ,/ • 1 // / /// _1 ILE.5._.ABLA MALL I —ir- J ii- — —II 043 CI. = az _I r (--- ri //// / - / , iY Cli i= W VS CC w MINI / tn - cri ci%±42" A.F.F. =0 ul o T --1 1 z - 0 CO l'C OF DOOR PULL 1/4" 0 -....... o Tv b ..--, --,1 _ Z / / GAP = f \ TY- ' al icjc inaligincit loom LI1 _ ' // / U_ DOOR RAIL 1-2- in (.6 ,.-.I CO REFER TO DOOR SCHEDULE ± .......•.( i-: t , 1 in / I ° sot MALL TILE - SLOPE 144ERE ‘._, Z \......„( ILU /,0 , REQUIRED AT RECESSED ,.._. DOOR 14ANDLE - ENTRY - I/2" PER FT., MAX. 7 --61 = Cr REFER TO SCHEDULE > , , / > > T -61 // / WO / 5/8". HOLES AT V NJ X a. DOOR FOR HARDWARE -, I TENANT FINISHED FLOOR 1 (E) CONCRETE SLAB PREFINI 914ED wt _ — ■,,,,,,„ ' - Imi11 BRAKE METAL -- LLi , / N TUCK AT ENDS I ."\ ...1:1 10 . •.,..... I 0 I * ALL BUTT JOINTS .-.-( I (-.'\ -- -- 13 11 3/81, X 6" TOGGLE BOLT 1A1/ \ _.. . L_ PLYWOOD I FLAT WAS14ER INTO STUD BLOCKING r--1! ,,-.( . i AI lb. N \ Oik OI"'"011 A.F.F I'FLOOR FINISH . I " ii 1 - r Li ' , ° . L. J i„%" iu 1 1 , Hit TONGUE 4 GROOVE , - 7 FULL LENGTH FRONT ACCESS DOOR I 3/8" X 6" TOGGLE BOLT kV FLAT WASHER INTO STUD BLOCKING - - sl I , --1 4.1 / //// $ N... 'N \ ,i... 1 q 1/8" CABINET 1, i r / // // // ALIGN \ , 3/4" PLYWOOD -J T.- I q 1/4" OPENING PORTAL EXTENSION ATTACHED I I FULL LENGTH BOTTOM ___ 'IT IN -4 \ TO SIGN CABINET AFTER 7;•:t- _..1 ACCESS DOOR . ..:t - / ///,/ .., --.. --. 1 m °`- m 0 0 INSTALLATION WITH (2) #10 A. ---c... .-. . ,...7 = ti) Z Ci -wrz-az= 2" BUGLE HEAD SCREWS AT 12" O.C. L77 0 u/0 -. en c. LJ o 8 ■ VIIMMEILIMILOWIEIBRIBIELIIMIE 411M1—.TrAMIVAVAIINTAIVAIIVAIVAVAIIMEIVAIVAINVAPIIPB'---"\-- w, w ,...zz c, ow,2,w v11124110111111111111111112111211PAPAINVANIELVIIM 111■11111111■111111 MIBL,111.1116111■1■■1101■1■1111LI _ I z--i, ' ' IL-. it!..-Txr2g ,:_c.irc,, t)125.-,"26 W.VOMMi _iillilir'''.----.---'111 -11.Ilia ht...7 l'ah.......12,MINAI L.....11 1 r`i 1 1.9 EVIEN20 "C-'4 — — ____Ns 1*. 2-5 td 1,74 -(12,-ck-z 'ie. °- L;I.. 0 SECTION ® 1 0111,41111111111111111111111111111■111121116111111101111111111111111 SIIIIIIIIVAIMPUI 1111/11011PAMIA111111 IVARIVAINIIIPAN ISSEIMIPAIPIMPAINI rillrAMIVAIMPIMPA 461■1111111111111111111111111116111111111111111111111■1116111M11111MILIMOS \ "if q 1/811 CABINET / . .,,-, ..,t L.; o .. wognff 1011 °it / GI 1/4" OPENING .."9" 6_is'i tlii 'Luc' 'Cc!1-167 / 1/2" F.-.T. BLOCKING _ . 3/4" (now,- crwx- ,.... • 3"::11'-0" 6" :: t-0" " :: l'-0" " ... l'-0" c ....-1 ,., ..„z ••( .L6-.-- ,..,,z.„„....... • it;::(2--' DOOR HANDLE DETAIL al DETAIL AT DOOR RAIL j SIGN CABINET (AT RED LINER) F SIGN CABINET . . . . mu-, (5' 'a -,.--&-d_o_g (n..0...,_LAi. _ .0---°4 ,...-..n..= .,0w,s. 'zzgW5 c.)- 5.- TcVL'-21-2.- --) \ 0,..., . ,-ci3 in a. ......=c1-i-c- ,,,,,,,Rm .c..---g=c) ..r . ,..4.L., m.....,0 L...,,. ..... °If 2° / 5/8" GYPSUM BOARD WALL (--- REFER TO STRUCTURAL DRAWINGS FOR FRAMING ,,,.. ,wowc, ilkslaii3; =wwo_o oopm w - rioa- )--x.Rou.io w wui „........w......o (..),,,,....30.0 P-2 1 -"'"-------.....„_„.s....s...s.s..__._._.„,l 1215ELALAREA (vtva3E wilocla wog4-z NOTES & DETAILS. C OF .(7., mr, ,,,m.xo.9- ,,, _,O,Cii, z v, ...... z= ,,::, Z •••t GLASS (2) LAYERS 5/8" F.R.T. ._ T. osrliE5,..., -..,----- PLYWOOD SUB FLOOR. ..... = .:. • .....,, • ,..., ,...,...,,-..- ..-i.T_ FC-13 ..,,,-*- ,,_: t2, ,,, t,",,,%it- -. Wez. Ldt... ne, =,...to" en ....+7.3121= cja T..., _ ..t NEOPRENE GASKET (BLACK) 3/8" THICK SELF-LEVELING cc,,,,Bc.,.T.g.52 =owe ....8 oo vox .....o7i.a=1-„, ' 414114111111 CONCRETE STAGGER ALL JOINTS $110._ABFA ( . .......,,,... acgii-o-,--'"" omo v....,(,) wmol_f5 ,;,e...„.. ... ...,_7, owmattEn 2›..T.---S= ,2.138gj I , 1 ==0,.,..,.. ..w..., ............_ ....„..c.w... ......,...,„). u,. ..„...„). IS_ ,,, +91-1.-j13,'6ALF Sc.- Alok0'-10" A.F.F I "7:.`ta r N .---.No J "rum, > l'T.O. PLATFORM - . . . 4.. r 4 cr) (.0 ■ t$ $, 0 - co ui t i i il KM IN I I LI■■■ .41 lig i ._....--'" 0 0 0 iZO 0 n p Ct Areir A = 0 Pi $ 0 w b VII 0 0 11 $ n2 0 PAINTABLE SEALANT 4 BACKER ROD .41115111/411/A11/411/11111111111/1/411/4/4/1 ..._. Li 1 w 4h. 1111. 411111 0 -(7, I 1 1/2"X5/8" 'F' GYPSUM BOARD REVEAL Al2.5 I a_ P-2 I (NI CL 0 1--- 1, 1 1 1 1 . . C7 A/ AP 1 111111 — CN % P METAL FRAMING, REFER 2" _1 0 0 r 1 _J 0 0 TO STRUCTURAL DRAWINGS d 0 \ \ \ \ I1- 4■1 SALES AREA MALL 5/8" GYPSUM BOARD WALL (IF IF APPI CABLE) . B-3 1 I 01 ----___________.3. . T. ._ 8 1 1 ....... t-- GLAZING 9140E 0 b 0 0 BASE TRIM,TYP. I -4.- O 0 13-1 130( COLUMN, •OB.i w i- o BASE ANCHOR 1 I / /c -...--._ 1 ce SEE STRUCTRAL BELOW 1 P-5 DRAWINGS FOR DETAI LS \-- 1 / "----- 11° '.. \ ... TLIRANENOSFITICoNEILAITovE 4 01a. ZIA: 1:0-1-14 CAULK TO MATC14 P A. < w...,. < ADJACENT FLOORING (TYP.) I 1 0 0 (E) NEUTRAL PLATFORM BELOW 0 0 ( 0 0 1 PIER TO REMAIN CZ 0 r■ u j 0 CO FC-13 f fr...............01 FC-13 i I I , (E) DEMISING WALL TO Lii Z N 0, j I REMAIN - REFER TO a rX Lc) -et TENANT FINISHED FLOOR 01 4 (E) CONCRETE SLAB TENANT FINISI4ED FLOOR CONSTRUCTION FLOOR PLAN 0 0■ k0 / //, _ .. n 0 V = CY c CD / 0 k 40 \ 11 / - , LINE OF MALL (az Ok k0 .A MALL FLOORING / ..... 40 1 0 / / , dkoi-oll A.F.F 01 orm ki , .4.■. .--r::- ......i. ,_ alAo'-on A.F.F A4 /1/11/1111111r111111111111 1111 III _ iihiht., , - 5/8" TYPE IXI GYPSUM 0'±' CO BULKHEAD ABOVE 0 1.0 C., Y FLOOR F I N I SH =III III IIIIIIIISIIIII 1 II_V-7.4ft. I ( 1"FLOOR F I N I SI-I , I BOARD WALL PAINT 1-1.-- 4 Z 'WI , v , /..— EXPANSION BOLT - SLAB ON GRADE ° • s' -Z-L-1 ''' ...... I') CHEMICAL ANCHOR - CONCRECT OR '° ' 44: . ° v . 11 - 1- ii- IN NI IMO INIVAINIVAIVAIVAIMIFAII/AFAVAIII/MAVMAP:MAIMPAIVAINIMISIMIMINIVAPPANIVAIVAINIAVAIVAIAPIP21112111WAIVAIN IMPAIIIWA bil'1 1 t....1‘111 1 ....... v , ., : , ' , , 'q , CONCRETE SCREW - REFER 1111.11116.1111116.1141111.1111.11111... ■.111111&1101■■■ 111■■■■■■■ ■■ ■■■ ■■•■■11110111e11■1111101.I.11111■11111111111E11111211111111111111111111101111211611■161111111MILYWIIMI PP" Cr (i) 0 " (..) METAL DECK WOOD LAG SCREW, C7 V N i' 'CI CI . 0 11.1.1 < 0 ..,„ i TO STRUCTURAL DRAWINGS ---i ,44.1111111 . . 1/ 10 111i hi ili■NE ALIGN FACE OF 1 .. .... 1,1 ci • >- cr WOOD FRAMING STRUCTURE SPACING , , 'K7 v , 1.1... • 1:1:1 a- 0 AND SIZE OF ANCHOR VARIES PER \\, i , , ,,,, q \ / ;t-_,..... Z CC CODE MINIMUM V. 14 I LTI KWIK BOLT II . .„ \ (E) 3/4" METAL lipp METAL W/ FACE OF c, I-- Ø. (f; z L REVEAL TO REMAIN - K 00 (E) NEUTRAL PIER 1 1 'en 0 Li W .... ..P.• 6" :: 1"-0" 6" :: 1'-O" •08.3. TENANT FINIS14 TO ,OB. • t" IX ......) X SIDELIGHT BASE DETAIL L BASE DETAIL (PLATFORM) H SIM. 40 0 - - EXTEND TO REVEAL hi 7 FINISHED ( Et io a. ••# Q Lai 0 iø PLATFORM a_ Ili • v _ Cf) C:1 Lai b 49 z 3 5/8" METAL STUD BELOW N,,, REVISIONS: 7-. MT-1 I 10 FRAMING @ 16" O.C. MAX. FC-13 I O O 0 I PREFI N!SHED BRAKE T in T REQUIRED BY: DATE 0 in * BASE * TERRAZZO STRIP C OF METAL PANELS OVER 3/4" A LANDLoRD & BLDG. Dot COMMENTS 08/12/10 h40 MUST BE INSTALLED PRIOR GLASS 1 1/4" F.R.T. PLYWOOD OVER _' TO FC-13 INSTALLATION. F.R.T. BLOCKING AS REQ1D. r0 N.,---- / FC-13 1 . / / i h10 1/ DISPLAY AREA MALL 7 .„, 50X COLUMN 1 (2) LAYERS 5/8" F.R.T. DISPLAY AREA 10 ii.JRNAENzriCoENILAI3INGovE PLYWOOD SUB FLOOR. I FC-13 I i LINE OF MALL ki BULKHEAD ABOVE I, 10 SEE STRUCTRAL 1/4" 3/8" X 1 1/2" X 1/8" THICK 10 DRAWINGS FOR DETAILS , . GAP (2) LAYERS 5/8" BRUSHED NICKLE TERRZZO STRIP 10 PLYWOOD SUB FLOOR. LO _G-...:11-\ e .INDICATES NO REVISION TO THIS SHEET II-4 1/2"± n 5/8"± II I Q601-10" A.F.F f 1 A.F.FAL V.I.F. V.I.F. 1'T.0. P I-AT FORM - lt - ° * . , : . 1 4° . ., ffiliralirr'-‘ /IMO 1111 T.0. PLATFORM 1' ki . ,_ 0 SHREMSHOCK 7:4" 4 I I ea lawLi I I IN I I b 1.1 I E I I 61 I E I hi I I k.—1 111 1 I NE I El I it I 111 El E IIKOMIEliffilliffiltliffilallitallEIVE If: .. "--, Shremshock Architects Inc. r I/AP' AV A WAI ArAr A tz,-;721111 ro 1111 ■ 3 CNI PAPAPAVAIAIVAIVAIVAIIIVAIVAIIIEIVAIPIIIIrdIPFAIPFAIEI PAPFAIPAPAPAPBIPAlrAIAPAPAVAIPFAPlf r ■ 0 Gerald S. Shremshock,Architect I \ \ 6130 S. Sunbury Rd. Westerville,OH 43081 * 3/8" X I 1/2" X 1/8" THICK tal■ lb. ■11, 1 0116,11■ le ri0 1" R.O. WIT14 1" W. x 111 D. 7.9 0 10' IP I BRUSI4ED NICKLE TERRAZZO STRIP i t: 614 545 4550 f: 614 545 4555 CLEAR ANODIZED GLAZING CHANNEL LEASE L I NE-----' I -.._ hYl / 0 rill 0 ,.,.is: ‘ '). 4-....,,v,,,,t-,2, '-'1' LO 0 , I WITH BLACK NEOPRENE (EACH SIDE) , METAL FRAMING, REFER AI, ,004111- : _ MT-1 I 08.3. --... „s -- TO STRUCTURAL DRAWINGS 1 '''. PREFINISHED BRAKE METAL PANELS 10 V , .,,q. 4:4.! , 4,),Z -, /e, :A".. k0 V G -... cn OVER 3/4° F.R.T. PLYWOOD, TUCK AT - 0 10 SALES AREA '1111111111111111110:0°1 04 BOTH ENDS 4 ALL BUTT JOINTS (TYP.) 10 , :1r0° A OB.' 4:5- - * , 1/ 10 BELOW 10 10 riTN-1 I . .4h o v \ aillio. 0 0 PREFI I ED BRAKE METAL PANELS r t 4 , , 1/ 10 7., ,. OVER 3/40 F.R.T. PLYWODI TUCK AT b/d - 10 — BOTI4 ENDS 4 ALL BUTT JOINTS (TTP.) ; 10„,„, „,_... ,,,•,.._ METAL FRAMING, REFER PIP10111111111/41/141/41MIRIVAKIII111111/41112111211111/41/11111VAIVAVAIAVAIVAIVAINKINIII/011111/411 ik A IBIIIIIIIIIIIIMILNINIItlllhllLIIIL111L1111MlahllLllIllblIlnlllhllb111MllhlIlhllh111L1LqlhlIlhlIllhllIlffllElltllh”ti — 04 \ )* )* \ 3/4" F.R.T. PLYWOOD , ----- TO STRUCTURAL DRAWINGS , ,.. (p,;,,,,Lii,,e7„4:,...,,e, :477,i, ct..i,,,;,v, :), i, CAULK TO MATC.I4 4 _ , - A DATE ISSUED: 06/25/10 ADJACENT FLOORING ... AI■., r11 110 DESIGNED BY: MH 447 ‘401 CAULK TO MATCI4 MT-1 I POP-OUT DRAWN BY: KM M PREFINISI4ED BRAKE LEASE LINE ADJACENT FLOORING CHECKED BY: K M M TENANT FINISHED FLOOR 4F-A 0 11001 METAL PANELS OVER 3/4 F.R.T. PLYWOOD OVER 5/8" TYPE 'X' GYP. BD., STOREFRONT 4F _ _ , sz---M(ALL FLOORING TUCK AT E30T14 ENDS 4 I oik 0'-0" A.F.F _, Wks oil,_ o•-0" A,F F.F ALL BUTT JOINTS (TIP.) DETAILS mr FLOOR FINISI-4 . •- 4. - - At. 1--- FLOOR F I N I SP , __ .- , P. CONCRETE SCREW - REFER , CONCRETE SCREW - REFER DRAWING NUMBER: TO STRUCTURAL DRAWINGS - ' TO STRUCTURAL DRAWINGS t /2' /,----- (Ali) 6" 7. 1'-O" 121 6" .1. 1'-O" G 31, :: t_or, A A (0, ... li, ...., , . ,/„- ‘, ..,..„.. lir-- BASE DETAIL (PLATFORM) BASE DETAIL (PLATFORM) NEUTRAL PIER DETAIL 1. . . CONT 18 GA DEEP LEG TRACK 1. REMOVE RUBBER FILLER FROM STANDARD BEFORE GARCY IS PUT IN PLACE. DIAGONAL BRACE AT EA DBL STUD EL 18'-6"± A.F.F0 A 2. MASK TAPE STANDARD PORTION OF GARCY FOR ALL WALLS RECEIVING (SIZE OF BRACE SHALL BE PER 1_ PIPE RAIL COMES IN STOCK LENGTHS OF 45" AND 66". A REQ'D AT SALES a. PAINT OR WALL COVERING. Ili LAYOUT IS PROVIDED ON SHEET A06.1. PIPE RAIL LENGTHS DETAIL J/A02A) AT THE ENDS SHALL BE EQUAL AND CUT TO LENGTH AND /N /NON-SALES WALL G ,> E 3. CUT STANDARD PORTION OF GARCY TO EXPOSED LENGTH. (2)-#12 SCREWS, RE-THREADED IN THE FIELD. - 10.1 WHERE BRACE ATTACHES TO DBL EACH FLANGE or" . g . MIMI 4. SET GARCYS IN WALL PROVIDE FLOOR AND HEAD TRACK. STUD, NOTCH FLANGE OF ONE STUD A TO ALLOW FOR "DIAL WEB TO STUD T.O. GYP. SD. V 5. USE LASER TO SET CONSISTENT HEIGHT OF STANDARD PORTION OF GARCYS-SCREW CLIP TOPS AND BOTTOMS. WEB" CONNECTION (4)-#12 SCREWS 18'-6" t A.F.F. Z = 18 GA DEFLECTION TRACK 6. INSTALL DRYWALL ON GARCY-AVOID DRYWALL FACTORY EDGE AGAINST STANDARD. (REQUIRED EXCESSIVE PER DETAIL L/Al2.1 C.'� MUD BUILD UP) AT LOCATIONS _ E— --� WITH HIGH ROOF ABOVE '— "' � E :.cne 7. FLAT TAPE DRYWALL AGAINST STANDARD. ' '- ' EL 18'-6"± A.F.F0 O 8. SAND MUD DOWN TO STANDARD TO AVOID EXCESS BUILD-UP. I I P-a I q. APPLY ALL FINISH MATERIALS TO WALL PRIOR TO CUTTING OUT STANDARD SLOTS. I I 5/8" GYP. 8D. BEYOND" " GYP. BD. TO ABUT E 10. USE RAZOR BLADE TO CUT OUT STANDARD SLOTS-TOPS AND BOTTOMS OF ALL SLOTS MUST ALIGN, CUTS TO , — / 1/2 "PLYWOOD 0/ 5/8 GYP. BD. 0/ 3 EXISTING DECK. E BE MADE INSIDE OF STANDARD SLOT. 5/8 METAL STUD AT MEZZ FLOOR 11. WHEN COMPLETED, INSTALL BRACKETS ON EACH STANDARD AND INSTALL ROD TO VERIFY ALIGNMENT. /� I W RAW EDGE 5/8" GYP. BD. U) 0 ii I P-8 .1 1C1) W cji) 5 N GARCY STUD #801 'A' USE N H SUPER- IN BRACKETS ANA WI H W O GENERAL NOTE: G RCY T D TYPE FOR E T PER LINE BRA KET (WALL STANDARDS RDS T 12 -0 I_ -. " " " " ,.---------.'_ .�_...�.:.—.-- --- � II REFER TO ELEV.01 � 5/8 SLOTTING AT 1 0.C.), STUDS 3 5/8 WITH 1/8 WALL THICKNESS. + — + -71' ` TOP OF SOFFIT T.O. SOFFIT a- SEE ELEVATION DETAILS FOR LENGTH OF STUDS AND STANDARDS. ANCHOR CLIPS ARE PROVIDED AT TOP AND ' 1/2" PLYWOOD 0/ 5/8" GYP. BD. BOTTOM OF STANDARDS. — ± + 'I : - 6" MIN !� ON PILASTER FRONT AND SOFFIT FRONT E I AT CORNERS (TYP) — �"� EQ. ____--- - EQ. Al 12 BOX BEAM PER I SHEET METAL BLOCKING ONLY AT 2" 2" - \ LOCATIONS WHERE T1-IERE IS NO BOX _ _ _ NIP 'E DRAWING A02.4 _ It► BEAM -SEE DETAIL L/AI2.5 �`�`: �r•�► —�► `_'=� + + I c.,,, I_I — �t�■I■■I_I I� \ J'q- --'1' = 10'-q 1/2" -�``� \ REFER TO .0 "�� ----- --- � 8.0. SOFFIT B.O. SOFFIT I I IPIPE RAIL SUPPLIED BY OWNER, j I INSTALLED BY G.C. j I I I 4 � � \ Z - I i PLYWOOD SEAM r W z <W°<z N ' 'çK RAW EDGE� JI '. l PIPE RAIL °s "' m2'31'4.-1° � oai,,'^d f 2 W ! -�- I ...°3,,, W H Q.O W O ttt °o rF=f-Z° z�z N 'I J/ I I ! 1 I NWz.4 X z31-3Q Q�o�x v.h;I .., ! !) -JaG;EE I -I - Q Q r I ,� g NW t � I r I I i i WD-2 � U �+-Z C� GARCY STUD INSTALLATION SEQUENCE M J , =�Z_ :gym=° _�o '4_ 02NA101MONOTE i I r= = w- O =a w w o m , \ Z 3 w Z O Q V a,-�z a Z °-o Z 3 )--. �- �,� rm�o° zap zo � °,°s°- ,rV)°, 111;i1�► 112" PLYWOOD O/ iI2" GYP.BD. 0/ 3 5/8" OR 6" METAL.`- 1 I STUD \ aWwd °'cW.>-r°!V W W W l-WWJU ULa.°1-1W o I I w0-2 °~� WU0 i , I I W Q V)a a- Q tn Z V) w O CZ g 2 w t 5/8" $W�d6'd ao3LL++v° MEG.! FASTEN TO STRUCTURE . zero ..a V)N a'm V)wa0)- V) �OVf y PER MFR DETAIL Oy W S U OrN-1 a O V gw=W �Q.mr0 Z I-OZQL'd ,-V)M=-F._ww G.)\ \ I ' P-20 W�Wa3:71C �Q��,W �W,zi REFER TO ELEV \i . Z W a_(-)==t77. r 8.0. (E) DECK W 5:1.7" .Z Q W° V) V)W m~ V)= Q FT V)° yO,W °W==r m °Y W J P-20 I :::!W:, \ �-�- ,v F- Z o= I I \ I :::::!! ::::42-::m F= 5/8" GYP. BD. BEYOND ° \; I 31 I ° r 8 GA HANGER WIRE `r i �I i ==ocr ..,x Z SZW=0.,- OS<O, �d4 @48" OC 1/2" PLYWOOD 0/ 5/8" GYP. BD. I I 1( I I I i F- W a ►-Q Q h° . - W 0/ 3 5/8" METAL STUD 1 ' \ ■ i \ \ CD 0 L tU t aliqr O —4III TYPE 1 o RAW EDGE � 1 k MTL. 'L' ANGLE FASTEN TO INDICATES "GARCY" STUD Iii 0 WALL W CLIP. FASTEN I I BEYOND ' 3 5/8" GARCY 20 A. o CARRY CHANNEL TO MTL. - STUD W/ 3/4" O " I L ANGLE W/ *10-1 1/2 - - ——— 12'_0" j I RECESSED STANDARDS N SHEET MTL. SCREWS + —-, +......\ IF +, , TOP OF SOFFIT J 1/2" + I : i/2" PLYWOOD 0/ 1 DBL 6" DP, 18 GA VERT MIL STUD Q 1 1/2 CARRY CHANNEL AT " AT EA SIDE OF GARCY STUDS �- .. 4'-0" O.C. PROVIDE 3" MIN. ■ I 5/8 GYP. BD. ON AT WALLS I PILASTER FRONT i L 11. AND SOFFIT FRONT U O` + = ,i igi, PIPE RAIL 3 -O +36" Z 1�./►fin ; A Ii I PLYWOOD SEAM I PLYWOOD SEAM Vj 0 0`��-� =-----------___ _ !, 10'-9 1/2" I I Q C- 5.0. SOFFIT = 2 0 I ( ' W 5/8" GYP. BD. I I GYP TO GYP ' s 0 Z W RAW EDGE -' n I I I 0 m ' I \ I \ ! w EQ. i EQ. i 0 < 0 Q 1 I / ! 7/8" METAL DRYWALL CHANNEL I I I i I S AT 16" O.C. @ RIGHT ANGLE BLOCKING 2 1 I i ILI!I SE E DEIAIL ®TYPE ' ; i I i WD-3 z CARRY CHANNEL ATTATCH _ I j . c in TOGETHER WI METAL FURRING L/Al2.5 I 1 I 1 \ \ /f'� Q r. CLIP OR TIE WIRE �� i WD-3 ( i o i t/1 O (2) 3 5/8 METAL '� I � � ' I � � � i` " WD-2 — 4 r i ' 1 z STUDS WITH PLYWOOD / I ` i I I I o 0 FILCH PLATE 4,1/ O t� t� ill _ j co-o" \ 0.-0" C •.` �/ FINISH FLOOR FINISI-1 FLOOR ( 0N V DB33 DB50 � I D833 61±4:1•CZ � Q U p) u W F C ..LOCATION FOR ELECTRICAL OUTLET. O� 12• A INSTALLED BY ELECTRICAL ?�,,, Z • a CONTRACTOR PER LOCAL CODE. U a to !! s a w • » � � � W � • Z rev-0" 1 .1 -0 1 .1 -0 —, Q, vix a <? at CEILING FITTING ROOM/DENIM ENTRY _ L DENIM WALL SECTION DENIM WALL ELEVATION O +� ©c ocno 02SA1O1HODENM 02EA1O1BODENM . 0_ 0 V W .•ci_1" DIAMETER CI Lid PIPE RAIL, I REVISIONS: 5/8" GYP. SD. OVER 6", 18 GA ESCUTCHEONS I( SIDE OF CABINET REQUIRED BY: DATE METAL STUDS @ 16" O.C. MAX. * FITTINGS I BELOW BLDG. DEPT. cows 08I12/10 ,Er, ■ _ LINE OF DEMISING WALL AND/OR ROUGH FRAMING I ATTACH BLOCKING TO GARCY TUDS W/(2) #12 SCREWS EA SIDE DSL 6" DP 18 GA VERT MIL STUD '�' �� ATTAC BLOCKING • GARCY 6" DP, 18 A MTL ST 1 BLOCKING / 5/8" GARC /STUD AT EA SIDE OF GARCY STUDS 1.1 I�� 'STU W/(2) #12 REWS, E SIDE AT EA END, CLIP LANES, B D SEE PLAN OR LOCATI• . - DP, 18 G' TL STUD OCKIN . 6I - - WEB •ND CONNEC TO DBL 5 0D FASTEN 0 GARCY UD5 AT EACH 1D, CLIP ; . GES, BEND 6 DP 18 GA O " MIN. MIN. " ATTACH WITH 4 1 7/16 10-24 WOOD TO W/ )-#12 SCR S W/ 2-'14 TEK SC-- 5 WEB AN CONNECT T• DBL STUD r METAL SCREWS - TYP. INCLUDED WITH . OF PIPE RAIL W/(3 #12 SCREW MTL STUD BLOCKING. RETURN 4 ESCUTCHION ESCUTCHEON) U El L G 11 3 5/8" GARCY WALL STUDS W/ PIPE RAIL ABOVE DENIM CABINETS =INDICATES NO REVISION TO THIS SHEET 3/4" RECESSED STANDARD ~ FACE OF DEMI SING WALL 4110 0 S H R E M S H OC K -# AND/OR ROUGH FRAMING F-- Shremshock Architects, Inc. `' . ' Gerald S. Shremshock,Architect �— -- 6130 S. Sunbury Rd. Westerville,OH 43081 ----, i DBL 6" DP, 18 GA VERT MTL STUD l -- .. t: 614 545 4550 f: 61 4 545 4555 AT EA SIDE OF GARCY STUDS \,•i/ I I . I 1 1 I I - - • I > > .. i4i _ -- 1/2" PLYWOOD 0/ 1/2" r r ,. D - k' i ' _ j GYP. BD. 0/ 3 5/8" OR � l `� 1 1 1 „— _► I _../ 6" METAL STUD lI ND-2 1 IL, 4-- 1 1 L, �r, r� GriVi.b S.Sw€n v.0 a 0C =0 ,_ N _ I ,:,:,, /7,',,,,, e, = . /' FLAT TAPE EDGE ! J L_ J L J WD-2 I P-2o OF GYP. BD. �r '--.—. . . ...- DATE ISSUED: 06/25/10 .i 1/2" PLYWOOD OVER 5/8" 2" 3'-o 1/2" 3" 4'-q 1/2" 3" 3'-o 1/2" 2" DESIGNED BY: M H GYP. BD. OVER 3 5/8" // / / / / / DRAWN BY: J E B 2" / OR 6" METAL STUD ( ND-3 311 RAW EDGE VARIES REFER TO CONSTRUCTION PLAN CHECKED BY: KMM WALL BASE (E. GYP. TO GYP. RAW EDGE SP BELOW 5 D STUD All 111 P lik 00 DENIM WALE �� FACE OF SOFFIT ABOVE (CABINET) 111M14 1/2" PLYWOOD 0/ I/2" GYP. ,' A =. STUD�O/ 3 5/8" OR 6" METAL _ NOTE TO ELECTRICAL CONTRACTOR: M E Z Z. F L R. 1 WALL SASE _ ONE (1) DUPLEX POWER OUTLET PER WALL BASE ir� WD 2 DENIM -SHELVING BAY. t G.C. TO E - BELOW � SALES AREA BELOW DRAWING NUMBER: C O LAS R SET STANDARDS WITHIN GARCY/STUD PRIOR TO APPLYING FINISHES. 1 [GARCY WALL STUD LAYOUT DENIM WALL PLAN iu_./231,FE.ALip /'_ `� ® a 1 A, -4r- � Oi El ty E 11'1 nZ� n0 ` Z � ° ° >ar 16 C7g 0 ltd= p = n sly-' t...., tO�p xto zy to y .,.kmm X 71 Z pZ m fill p 4 nz � -tA m-13 D N0 r�J tD rn > 2 -0 :A 7v --1 p U� f►S r rn r 3'-6" 4'-0" 2'-q 1/2" ° ■∎ -n-t 7p rib; ca ni _ , -0, 1 1 1 1 77)0 ♦ v t a� J t r 1 1 1 1E4 I L- +`— i+ +1 `, — _ _ ----- Q - ego Mir 0 j >tit # th 1 0 g 4 1 T z s o0— -- - _ -- C-T1 _ , - E CN . =• C ... _ C .N i- " ---.."....j....... ....../................ --- j .. Q �- �___ I + +, 9 7o t 1 ____ -- ------ ,�—\—.—.—JT--ii, Z. O E m 1 OZ. = N • Z. 6" 18 GA METAL STUDS @ 16"c/c rn (� r (ALIGN WIT1-1 VERT STUDS BELOW) /W D d - -- _. - -q 4 1/2"' > > ° O X -I tD Z -N-}d N D N-d c- Z N D N —� rn O d '' o d -rJ d• _ z D rn :? :2 x _ _ = Ili —� 1+ cis c 'J d o d r- 7 —2 t r d 3 r ' > D C7,'-U' N O N w 0 � M3 � � rn D . > 1- � � _ � � tvC aEr> 730 Nv P_ �_,_ - 7f- C to • _ j1111 v ;I q 0 Q. •P rTi Di.111 d � III.W.Mo i NM d�' � '�r- iiiiii P-- m § 2.L71-' � p �w N Z Z� � i r� m 0 1 �_ --I on � d n d-� � � ° v g -9 p W C) Z z Q do � W W � D E ■ § z N a cp r I x... 171 N,= Z ` i ' re 0 > 3 -'+ 2 "ti A 65 CA ; stn m n � D * cis> 3 X A D rn N C3 ri- 3 = tit 73 4) -f D-rnn ✓ A n = Kim co . � n , _ • - 7'C aml 1 1 _ .... . �■� t ,,,_ 4 ___. Z -. — t— N rn ° -I X 0 iti / 8 - W c 1 T 1 0 r t j t1) W "V N 6. ��..M N H- ° 89-11 O r- Z r— m I (I/ r 3 5/8", 18 GA METAL STUDS @ I6"c/c o > _fill , (ALIGN NTH VERT STUDS BELOW) o CD U) > › X r� -50 . a=. li � v O :1°o Xo , 7yrn r-- O C m CJ >1 n © v Q rn PROHIBITION ON REUSE: • _ rn D, r PROJECT INFORMATION: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE r > Cl) ""s4 \ C) '� CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT '0 CI ,rte O PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY z U) a, REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS ► ^� Z Z — ' o EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A ::::SD:::Y::: D rn v rn 1T1 �- AND CONSTRUCTION (ESDC).)x1.7 Z "C v C .: •• CT L) (D °= n m THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY ESDC AND SHALL I RNA �" > �. m " m -1,� o < ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO I I � co " (n y <rvi I • REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN Z i •• •' :' a 0- N ' 1 ' AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND • ..� t 0 GI Ca '' (r COO M SPECIFICATIONS MUST BE RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE UNLESS Wn • `I 0 1 ''' 6 6 9 S.W. WASHINGTON SQUARE •OA OTHERWISE AGREED BY THE ESDC.z 73 �} � � �i, � � �- � g • EXPRESS PLANNING INC. ® C i� _ C ., O r+ (D � n z SPACE NO•. CO3 COPYRIGHT NOTICE: I riy " (p I /� g N THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN x 0 I'I'I 0 �n $' -� ?• N _ V ' G R R 9 2 3 ARCHITECTURAL WORK UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER d/b/a S DESIGN & CONSTRUCTION ....A W , a � . ; " -' . 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION m � ( INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND cp C w •� Q T ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND "r ` • - Ut _ P KG 2 SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY 't1 r-- ,`, f3` �� n 0 SCOPE: N PACKAGE: r- 0 .,,„ ,a ° fJ7 $ LIABILITY. al o h r1 ■ DESIGN TYPE: DG GENERATION FALL 2010 (101 Fa) : W z o al 2. " /� o ESD&C PROJECT #: 00075287 A/E PROJECT #: 10163 WACO aIDffNtOWARI e#'40.11+01021 MARI TI W,oR+00276261MOIADRO Z Z O 0 -I - I C C Cn Cn m m v v II II X rm z c) o o = I rn co 3/4" a > 71_ .I / / 4 7/8 ` , / ui C. to - X I -o 7/8 0 N Z I w �rn N CD et 0 ...} -a [ i . C7 --\ , ,.-- _...........aile- , Aiii,-, pirilljilliamil, M ■ Al•► ■..'�'- I I rn' crnn r 1 ■w V CO I tz ppD r ,, _ I (- -1 ,---- -I W t 0 ICI �- II rn 2 afi I o I o_ o J I i i 7 1 A E : :: 1 _ t - - .� to 3 1 0 O to to r c 1 0 137 tp r -1-tl cn w (A c N '!1 Z 'a al -C D Oo D m 01 -C -< D D((41 r ii2 -C -< 73 70 �% m DrntAp -r1 p �<,. tern r p rn �3rnyy t►1 -N1 (Zi � rn � � Z t� � oZ tp ND � t�n � -� qy� 7d D,4�rn c� D a. -0 < Z -.1 - -, -n...{ - N - p r -A t� r- n c N-a 3 m D�? � 3D � 3 O � o rnd � �� Otz1� Z � tZnZ � cp rn �p r �--11 -ER N 1- l7� rn rW �p � rn � D 1co z OD30r3Z � � - � '- d M� -10 /i �-- Z O▪ /1 -�- M = C) .. p9 N J to a Oz : > 0 I CI) 0 o 0 I ' w 410 03 > ii i_ 7 0 n / 0 X / . ---. . X 0 I z z ....„ _.,..._. s . . I m _____ ..... m N - I N _ Ak. -.13 (1) I 40., • / . = I - - ° z 11 A, I" 3 -I, XD L- > Z - Z i Mill �1 � F r-. l < \ i\ . — . ...... .... ...... > 0 __r___,,k_- - ioli --i mph Mr i A 0 I It 3 .9)( c D Z i 2-2 7/8 gg GYP. TO GYP. 'r Z t'�'v m n 3 tp CD D :6" Cp C) r �, � D -C D p -( -( Z -{ Z- -�< � qy '�a' � � tZrr7�Urn p ZZ� -' p Z� fa xi As Ns% 0 it rn Q▪ 11 C3 -1 Z 7d -� Z 7q I. J rn d N -� b P h D � 1 and 1:::1 M 711 .411111111 CI) 7'-O" I 2,_ o 2 7 8„ rn 3 �.. C GYP. TO GYP. z Q d rn CCI > TP > n A n -.441. 4110 9fr Z p ZA Z -t) HMI --1 4411! O :' / \ 0 X RA M = - m 1 I \ „liiirioHryliorMIMIII■111/1b■111111111111111; , p R.& , - i II I o: i X03 ,.ii 1 stl II I � rg > tii - rn rn rn II -1 0 ____ ■ C7) ri 1:13 70 - AI. 'ill -+ ""wi 111 lh,,■NNNNN•NMNNMIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I L _ — -1,146110;19.1., i 17.„1 .1 ir.... ,.1, -,. ri. Im w1 pw 111 -- 1-- - - ' 8 ill--i 70 -3 0 A 7oZ o e % S Z MN calummommemommummimmommil 41x. . 1 - IIIIIIi1 kl)/4f) rn Z -4 , O �� Ztp� � d N � � � �-CIII co . __I :: ; O 1/ Z. ZzDmrn � ZZD -,--,---....11111111111L.7.01111111111111111111111111111111111111111 IIIII ---I >--< CRS / ' � � -„ �°a tp ? � '� -n ° muiiu -nEz� N D -nlzc r : T- iP 7d -� Z d to 70 --� ■ I\111111 ♦ o0 to w- D t� � D 0 0 A 0 X = rn X --1 0 Pil 1 IMI 1 .1 11 n C7 0 C, PROHIBITION ON REUSE: PROJECT INFORMATION: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE = XI N -I 8 i -' CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT V n /� 0, PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY , E\ J C) `" REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS ( I - . 7C z z - ° i g EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A ZR5DYD D ,„,„ co 0 ' c _N °C , x,' THESE DRANAND IFICATIONS ARE THE PROPERTY OF ESDC AND SHALL ED IN mw �,7 .�� ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO I wag Z I ,• "'� • '' Q (A ,� N m �'1 • ► REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN A �� p. w . < V ' 1 U AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND G7 c� , >-xn UJ 0 rn X SPECIFICATIONS MUST BE RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS ��} Z '" M , : •_ -* * ? g cl © • 669 S.W. WASHINGTON SQUARE "OAD OTHERWISE AGREED BY THE ESDC. EXPRESS STORE PLANNING, INC. c I > `Fa' h.. ,.. N �' z SPACE NO.: CO3 COPYRIGHT NOTICE: _.,_yw ;;4;._, N -t THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN ® rn �) o _{' ' �. R R 9 Z 3 "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER d/b/a STORE DESIGN & C O N S T R U C T I O N 1‘) - x 1� O 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION ., _r -j O INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ` O ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND N . `' �'< ' _ o SCOPE: NEW PACKAGE: P K G 2 SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY• c `� y CO F 5 1 ) DESIGN TYPE: DG GENERATION: FALL 2010 (101F a) LIABILITY. v = o � ° a . 7C o ESD&C PROJECT : 00075287 A/E PROJECT #: 10163 SCURGE.coatroom DCP-W19HNVON MARE?WARD.OR\0007[Q67A10.044 / . ,i, 1 7/8 #8 (1/4" HD) 1 3/4" PHILLIPS BUGLE 4" x 1/8" CONT. METAL PLATE HEAD SCREWS @ 18" O.C. (COUNTER ( 2 SINK HEAD) 5HT. . 'Z' 1/2" PLYWOOD CLIP SY M LINE OF FINISH CEILING COVER BY GC #8 HD) " 1 PHPS HU 1G. r'� E HECREWS s I O. OUNTER SIN BUGLE �„�.i.f )i HE STUDS @ O.C., TYP. I r�� mint�.. Mo g 18 GA DEFLECTION TRACK N 3/4" MDF PANEL OR I ` 6" TL STUD BLOCKING, SCREWED - _4 __iip PER DETAIL L/Al2.1 � PLYWOOD ) \ I I _ E • MTL. STUDS, REF. M/Al2.5 i /' / / / ' I I Z / �// / / // I f BLOCKING PROVIDED O 4 ////// / 7 / �/ � / BY OWNER. SHIPPED — — (,� ■ I' i--i I,I i'! � LOOSE AND Q LO ,�� CONT. 1 X3 FRT BLOCKING ♦ `, INSTALLED 51 G.C. ...1 4� (DOUGLAS FIR #2 OR BETTER} ,I i' „ ,` ,, CL i I i 6 18 GA, MTL. STUDS ' 3/4" MDF PANEL HI @ 16" O.C., TYP. W .�11EE . .�.1] f i \ 0 ..... NyLviavt ' 1" — t,, ATTACH WITH (4) 1 7/16" 10-24 `` W I/2 PLYWOOD WOOD TO METAL SCREWS - ■ ~ 6" 2'-4 114" TYP. (INCLUDED WITH j 1 // If ESCUTCHEON) 1 J W ►� : i. :••'•'s„'� PER 1 • • ) • CL Cn Al 5/8” GYPSUM BOARD E — _ Ltd - i I 6" MTL. STUDS @ 16" O.C., TYP. 1 i!I1I�`""• SEE D L G/A10.4 FOR - I �' ♦CENTERLINE SPLIT CL 0- DETAIL W OF CLEATS CONT 6" 18 GA. v'� HOR1Z MTL. STUD SEE DETAIL G/A10.4 FOR r- rilOnixt was `-` SPLIT CLEAT DETAIL. Z a 1 1 1 1:P;TYP. WI -. I'- n Z V♦CENTERLINE �� to v, 5/8" GYP. HD. 0/ 3 5/8" METAL ' a°=,, W W w.�, a o o= 3/4" } i/4 _ OF CLEATS Z�;3 W m= �,° ° ..---- STUD @ 16 O.G. ((( °-\ )frc v N W t- X 0 3 1-3 W C7 .. N Q O W Z =Q G F-_ � �~Q ....1W-1-=C W d Q�p W CC c�ovacm W3vwi? �v,omoN aW C G <nW W2' o vi3Ot'./IN rno,,,, c.W=- -_vvcn 6"=1'-0" MARLITE 6".11'-0" zw Cd)WWNa m °�� ., r z z °°za�~= z°o o & 7 PUCK FOCAL - HEADER DETAIL = 5 & ? DENIM PUCK FOCAL HEADER DETAIL ZWa�z Zoo= W�ZaWo o2DA104M8P1lCK MONO 25 Q 02DA104COPUCK =Q z o z �'3 N a w T W ca¢Z ,,, z wWom CONT. 1/2" THICK X 7" _ PUCK ! PATCH AND REPAIR (E) FIREPROOFING o W o m °m g a -c c a= 3W Z ,c, _ . , °1-OWO d Z Q 3/4 FRENCH CLEAT TYP. WIDE SHIM (DOUGLAS . o ' AS REQUIRED TO MATG1-I (E} RATING a W . o °,o _ o_N FIR #2 BETTER, �, �,o= ,=°ow° ' / N a=ANN mWa Z c� C�~Z o. SHOP INSTALLED) W W W a o v J o CONT. 1 X 4 FRENCH CLEAT 3 W W O ..c...- O V1 2 I �� (n 4'm cn O� cn S O N (DOUGLAS FIR #2 OR BETTER} GLUE _ ■ 4 SCREW AS SHOWN SNIPPED LOOSE TYP. � � �CENTERLINE 3/8 NUT Z W Z N ... ONw=O OW N-1° ow.Wcxw Z 1 �W=-Wq A ,-.:.z,UAW WC~0=Z•OF CLEATS Ilk W=t-°ZQ WZ°Nce= W=OQ~ . OW W=omvA�'}1, FIELD INSTALLED} I P1001 UNISTRUT W/ ELONGATED HOLES < P28b7A BEAM H- .. ..,-.1.2_ W 3ata.O W �Wm ,, d' 1141 ■Ir" =z a W N`-� Z W=x F...m Z O J ca, #12 X 1 3/4" �� I I ` CLAMP (d<_,L_° <�oo=W �- NO=- o2ZWZ>> z° g,,,% o2gz.s:Z Z �,_o a 3W—°�o'z z3°330 0 SCREWS @ 6 O.C. 3 5/8" 18 GA. METAL STUDS l 18 STUDS _ @ 16" O.C. TYP. •_._, @ 16" O.C., TYP. 6" MTL SACKING PLATE. SCREWED E rii. E E _° W x z =z W=a. o=a_ a. G W W W O W V W O O � d"W= .� W-J 5 9 VAR ow z o,„ „...„W= „...„.....1,...-.. c'j TO MTL STUDS. SEE M/Al2.5 _T.: B.O. BAR JOISTS ~" a W a a a�n° °►-A -?W�, #12 X 1" SCREWS w v s. N p M ss C)11) @ 6" O.C. #12 X 1 3/4" SCREWS @ 6" O.G. = - 0 , I Vil ' 0 .n 3/8" STEEL THREADED ROD WITHIN ,_ _ �, 1 3 5/8' 18 GA 8" OF END = - we�,.,� METAL STUDS O ' CONT. ' X 4 FRENCH CLEAT C\I 'l . GLUE CLEATS 4 ' (DOUGLAS FIR #2 OR BETTER) GLUE @ 16 O.G. (MAX) 8�� o BLOCKING USING SCREW AS SHOWN (SNIPPED LOOSE TYP. cNi LIQUID NAILS ULTRA (3)NEON TRANSFORMERS, - " � FIELD INSTALLED � —.� ♦CENTERLINE � CENTER TO CENTER _. J DUTY POLY ADHESIVE. 112 �� ) _ 1 OF CLEATS PROVIDED BY OWNER (REF. TO E/A10.4 _ Q INSTALL PER MANF. /314 nn = FOR RELATIONSHIP •• RECOMMENDATIONS '�c- I I = TO PUCK FOCAL) x3/4 1 1/4" ♦ ♦ ♦ t - I ) ♦ I I I I'm"' `k L:¶iiiii:o _ O N_ , _ Lli WOOD SHIM - 3/8" NUT 0 Q W I '` 1 DENIM AREA �- — = = — — — J Q °" Y W s C,� ZW -� _ �i ; P1001 UNISTRUTS, 8'-0"_ D 0 0lii LENGTHS t I\ r— MARLITE MONO 25 Q PUCK 1 . .m i Q ------- �� 15._0.. A.F.F. O 8.0. UNI-STRUT W z 0 3 1 AIRCRAFT CABLE SUSPENSION, p `1■ PROVIDED BY OWNER o Sr o 5/8" GYPSUM BOARD 1 ` z •• Q 3/4" MDF PANEL 0 Cf) 6- i= ci)OR PLYWOOD Q Z M _ �o w • ;; .• W PENDANT FRAMING, EXCEPT SIGN SYSTEM Z "' ••• a O TO BE FINISHED TO MATC1-I CEILING __ A b". MB (II z 1--- o_ 6":1'-0" EEi�� 3"=1'-0" t° rnv a- (D a FOCAL WALL - PANEL DETAIL L FOCAL WALL - SECTIONS , ,�4, . � 4 DENIM NEON SIGN SUSPENSION B "2 a! ono o2DA�o4LOPUCK _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .t_ 3_C__ _._L�_� _ � � � (., W (n a LU • 0 0 C3 W CONT. 1/2" THICK X 7" /4"/ 1 1/4" f� REVISIONS: WIDE SHIM (DOUGLAS FIR 3/4"' CONT. 1/2" WICK X 7" WIDE SHIM REQUIRED BY: DATE #2 OR BETTER, SHOP (DOUGLAS FIR #2 OR BETTER, A INSTALLED) SHOP INSTALLED) UNDLORD & BLDG. DEPT. COMMENTS 08/12/10 3/4" MDF PANEL OR PLYWOOD #12 X 1 3/4" 7 #12 X 1 3/4" 5/8" GYPSUM HOARD SCREWS @ C.O.G. I' 3/4" MDF PANEL WOOD SHIM SCREWS @ 6" O.C. OR PLYWOOD 3 5/8" 18 GA. METAL STUDS to 16" O.C., TYP. 5/8" GYPSUM BOARD G -011r a=.I4 ice, CONT. 1 X 4 FRENCI-I CLEAT rik " n GLUE CLEATS (DOUGLAS FIR #2 OR BETTER) GLUE / 1 /3/4"/ BLOCKING USING $ SCREW AS S4-IOWN (SHIPPED LOOSE CONT. 1 X 4 FRENCH CLEAT (0 0 LIQUID NAILS ULTRA II 4 FIELD INSTALLED) (DOUGLAS FIR #2 OR SETTER) GLUE =INDICATES NO REVISION TO THIS SHEET DUTY POLY ADHESIVE. odor. 11 ice; SCREW AS SHOWN (SNIPPED LOOSE INSTALL PER MANF. FIELD INSTALLED) I RECOMMENDATIONS I it MTL BACKING PLATE. SCREWED SHREMSHOCK TO MIL STUDS. SEE M/Al2.5 i f\-- E - �: 6 1 Shremshock Architects, Inc. *12 X 1 SCREWS 3 518" 18 GA. METAL STUDS Gerald S. Shremshock,Architect @ 6 O.C. ..,,, Ai CONT. 1 X 4 FRENCH CLEAT @ 16" O.G. TYP. 6130 S. Sunbury Rd. Westerville,OH 43081 _ (DOUGLAS FIR #2 OR SETTER) GLUE � ono am.•.-:. 4 SCREW AS SHOWN (SHIPPED LOOSE ( 6" MTL BACKING PLATE. SCREWED ` t 614 545 4550 f. 614 545 4555 * FIELD INSTALLED) #12 X I" SCREWS TO MTL STUDS. SEE M/Al2.5 , • i 3/4" 6" @ b" O.C. l I -, J, 4 " POPLAR BLOCKING - �.st #12 X 1 3/4 SCREWS @ 6 O.G. I #12 X 1 314 SCREWS @ 6 O.G. �*wl w,aa....__. \- d' C r GLUE TO RETURN PANEL e-, .� 5/8" GYPSUM WARD ,, _:s .,t C TYPICAL END RETURN 1 a t CONT. 4 X 4 FRENCH CLEAT = PANEL a Li 111111mi N 3 ' MDF PANEL I w (DOUGLAS FIR #'2 OR BETTER) GLUE /4 DF P EL �► 4 SCREW AS SHOWN (SHIPPED LOOSE :P.,,,,,,,..,,,,,,. OR PLYWOOD GLUE CLEATS * 4 FIELD INSTALLED) I t BLOCKING USING NG LOOSE SPLINE �� R, -'�► :_.` k---._ METAL TRACK LIQUID NAILS ULTRA DUTY POLY ADHESIVE. 41\INSTALL PER MANF. 3/4" MDF PANEL ♦ DATE ISSUED: 06/25/10 RECOMMENDATIONS OR PLYWOOD 1/8" X i/8" QUIRK DESIGNED BY: M H METAL STUDS, TYP. DRAWN BY J E B 5/8" GYP. BD. 0/ 3 5/8" METAL CHECKED BY: KM M STUD @ 16" O.C. 3/4" MDF PANEL PAF .205" DIA. SPLIT CLEAT SPACE OR PLYWOOD FIN.FLOOR @ 16" O.C. FOR CONCRETE PLT LEAT p UCK F OCAL FLOORS 7 1/2" FILLER PANEL FRENCH CLEAT 4 FILLER WA L L DETAILS 1 ♦ \ 112 N 3/4 PA EL / / / MARLITE MONO 25 Q PUCK 5/8" " W. SD. 0/ 3 5/8 METAL /3/4'/ 1 1/4" / STUD @ 16" O.C. DRAWING NUMBER: 6"_1!_0" 6":1!_0" 6":1!_0" 6":1!_0" �� ; i�;tri i / t FOCAL WALL - BASE DETAIL T ,� " K FOCAL WALL - SPLIT CLEAT DETAIL , , . , , , FOCAL WALL PUCK DETAIL ,r D FOCAL WALL END PANEL DETAIE 1 i 1 i ` _ �I��1:��1� .{�I 1 ��.a �� .�i �� "'113:� - EI��7_j �Z!� ��113;� �� 1.�i C L T.�J �3;� ag Hi- , CA Ul R115 gia X C C d10 d C) 0 co -92 — X X I R -- ---_— ____ -0 -a • rnp ' 1 o v � r- D •, r rn rn _z Z 31-3 1/2" E 4,4 . E x ti i______------ ____ TI 71 II < ----------------2 6 dO -- - - N ---0 36" b 1/4" PLYWOOD SEAM , I > -_ V ------__-___ _ :�I)<1 4 . .....,_... .,_________ _ r r ♦ ♦ �� _ ...„„ _ ____ __________ _____ , . . �' �' -- - II rum rill. / - _ _____ ______I + ♦ 0 I + 0 + I 1 + I = - - _r - _ r r + � + + 1 1 1 w �, N I I _ _ - -o d 1'11 - - - N - I - --- __ _ _ _ '< + o + ■ > ____ ---.----- lop.. _ ---...... 0 c — - Q \ I I I I I = - I I I -_ __----- Z I I .- i I 1 1 I I I I I I -_-__-_ I I --4-- + I I + I + �l_- _�,__ ._______ _________ „---__________,-- . _. Ss,. ---------d ,_ 111 _0 c-, QD L+ + + ( + 0 -n z - + ♦ • - I + I -7 + + 1 w w o x ___ - — ( - ----- - - ----------__-- .--- ----- o _ �- r + 1 + I + I + I r - I I _ -- - ---- I I ---- - N + I + I + _ _ I + I _ ----- -- _---- = __ __------ I -__I c -___ EINIMM1- N. I = fi - ____---_-.__�c-- ---------- -- — I -1"1 lir 1 1I- :11 3 ------ I iy + \ 0 + o 0 I + _ — - - -- _ _ }- - - __- - 1. — ri w I I _ I I I I ..•• _ --- - -� o W N N i.- `b� co— -- - �l - '___.: - - --- -- + + + 1 is wo-111111111 o > I + I ♦ 0 I + I O I + I ICI - 1----t I I — ___ --- CTI N.I# iklIN\ + I N I + I I + `I I + I ,1,, ,A \ ----- _— _ - - - ._,/___-__---_.-- 440 / i >/ 1---_-_ j1__ ____L___ __ _____ -<---1 1 L—.-----: i___g__t p 1•7..__-_=--_-.--:--;_-- _ - / ♦ �■""_-- �. ♦ ♦ 4 1/4" DRYWALL ��_ =� - !c ----- -- -=- - -�► =-- -I- -- -- --- - - --- l i :iii N i *,.. — ___- n i 4 `) W -u X) Z --__ _ -- — C -------- - — 0 Z 11 p NEL J J to rn 9. 0 0 N -- zi V Z 4 1/2" 1 / Fil I 12'_0" „ ■ ",:, C C O 0 't1 '11 -0 O 0 , N O C'0 > > r r 111-0" O 12'-.0" * * OR G w ►� 101-11" OR 11'-11" r o 61/411 r r r -- .. , rn I =++ r- r- i.--) I..... > 1111 111 = I ++ ±± + Z >i< cfi —1 m + + + + rn -� n 0 - Z - trt O --t Z `' + + + + • . 1 c + O + O + I I I trn � I ' 1 I I + + + I Iii I I i I+ :i ' ' + +o >b. 1 Z_ _ m I O :-11% 1 , t7l �c� d + O O + o . + + + + IS r I 41104 I I Q 111 I 1 11 + + + I + 1 41 ! V§ --a Z rn + + j P O D j`� { /1 + ran 1/ + .41 . 6 o a �11r..■ -Nn = 0 Pr < w -T1 < 4 1/4" DRYWALL xi> ►� = 3 I N rn � O 4'- LIM- r. -n -D -a LI r. Z x Tr rn c I 52„ p N n J F Ii Cu)FrAl rin Q Q Q ; PROHIBITION ON REUSE: _ XI. o PROJECT INFORMATION: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE * 1.0 = D 73 F CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT I ,.,.. O PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY �' (I) o REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS \ - > X Z ,i ••� o ' mo EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN D D C r*1 to .� c -I►'� � Q � ® � i .fr? ,�� ..��N � � �Cf) � N o AND CONSTRUCTION ("ESDC"). �► C „; ';, CD = m THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN I �, F •• t'*1 `% y N i o a' < m ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO I "'� Qj 0_ REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN ,y �1 ' • U Z •• •• •• r E- 5- . AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND ,} a (!) O - SPECIFICATIONS MUST BE RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS c'° `� v' •• 669 S.W. WASHINGTON SQUARE OAD T RE PLANNIN IN . �r ,\ � .� OTHEWISE AGREED BY THE ESDC. EXPRESS\` _% C rn air n fri>0. O CD D z SPACE NO.: CO3 COPYRIGHT NOTICE: ® 0 ;3 Y : 3 -1 t / i CA THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN d/b/a STORE DESIGN & CONSTRUCTION°� ' m 0 V ' G R R 9 2 3 "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER CO cm ` ,,4_ -) •'f' •- 3 — T r • 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION 01�1 `� `° R f n i INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND '—i '`'' �;;; . ,,; p o T' ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND •• � > N ' CP I D . Q SCOPE: N E W PACKAGE: P KG G 2 SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY 1'.. w = f1 $ DESIGN TYPE: 01 0 DG GENERATION: FALL 2010 (101 Fa) LIABILITY. VI K v = o p 7C o - ESD&C PROJECT : 00075287 A/E PROJECT #: # 10163 00, MT*4 7A106.a CONT 18 GA DEEP LEG 1. REMOVE RUBBER FILLER FROM STANDARD BEFORE GARCY IS PUT IN PLACE. DIAGONAL BRACE AT EA DBL TRACK STUD (SIZE OF BRACE SHALL . , EL 18'-6"± A.F.F0 2. MASK TAPE STANDARD PORTION OF GARCY FOR ALL WALLS RECEIVING BE PER DETAIL J/A02.4) i_ PAINT OR NALL COVERING. 3. CUT STANDARD PORTION OF GARCY TO EXPOSED LENGTH-{. `I * (2,-.12 NI-IERE BRACE ATTACHES TO + DSL STUD NOTGI-1 FLANGE OF SCREWS, EACI-1 4. SET GARCYS IN WALL PROVIDE FLOOR AND HEAD TRACK. ONE STUD TO ALLOW FOR "DIAG ,■ FLANGE WEB TO STUD WEB" CONNECTION :±: :5. USE LASER TO SET CONSISTENT I-IEIGHT OF STANDARD PORTION OF GARCYS-SCREW (4)-#12 CLIP TOPS AND BOTTOMS. SCREWS 18 GA DEFLECTION TRACK 6. INSTALL DRYWALL ON GARCY-AVOID DRYWALL FACTORY EDGE AGAINST STANDARD. PER DETAIL L/Al2.1 REQUIRED EXCESSIVE MUD BUILD UP) AT LOCATIONS — E ( — WITH 1'-1 ICI-! ROOF IMMO Z 7. FLAT TAPE DRYWALL AGAINST STANDARD. 1 I ABOVE EL 18'-6"± A.F.F Z 0 8. SAND MUD DOWN TO STANDARD TO AVOID EXCESS SUILD-UP. I I Q I I A- (limo xci-—� o?S q. APPLY ALL FINIS-1 MATERIALS TO NALL PRIOR TO CUTTING OUT STANDARD SLOTS. j all 10. USE RAZOR BLADE TO CUT OUT STANDARD SLOTS-TOPS AND BOTTOMS OF ALL SLOTS / E 0 MUST ALIGN. CUTS TO BE MADE INSIDE OF STANDARD SLOT. AT MEZZ FLOOR REFER TO INTERIOR ELEVATIONS 0 Cl) -' 11. WREN COMPLETED, INSTALL BRACKETS ON EAC4-I STANDARD AND INSTALL ROD TO W VERIFY ALIGNMENT. FOR WALL FINISH 0 co w u) cr LU 0 GENERAL NOTE: GARCY STUD #801 TYPE 'A' FOR USE WITH SUPER-LINE BRACKETS F-- (WALL STANDARDS WITI-! 5/8" SLOTTING AT 1" O.C.), STUDS 3 5/8" WITH 1/8" NALL Q. TI-I ICKNESS. SEE ELEVATION DETAILS FOR LENGTH OF STUDS AND STANDARDS. ANCHOR CLIPS ARE 4119> ,, , , ,_„ PROVIDED AT TOP AND BOTTOM OF STANDARDS. 5/8 TYPE 'X' — — W _ GYPSUM BOARD .� + + ++ °`� ma 111_0" A.F.F. 11'_0" A.F.F. 1k 5.O. CEILING B.O. CEILING 0 AIIIII■ ■•■••=1. v 5/8" GYP. BD. OVER 3 5/8" + + MT L. STUDS @ 16" O.G. MAX. 10'-0" A.F.F. 0 10'-0" A.F.F. 0 B. SOFFIT B.O. SOFFIT Z I z ii! !if TA' °ova ,-'-1-zo =� zvw,z . 3 5/8" GARCY 20 GA. NNa°W Z3 �Z �T =W ' STUD N/3/4" �O6�m =W3NZ 86'6-Sit N RECESSED yov,�� „L. - av38 N.T.S. I STANDARDS Z Z Z w i!-! °za°a~= t-= o cn <cpo� •i"`"Ii-.-.-- n GARCY STUD INSTALLATION SEQUENCE III 02HA101MONOTE Z I.d W / M Z -'5t651§� Z 5 T 2 i O 0 3 W Z L____ 1.-O G,-O W OW m a(:� Z h- II it a x x 1- ,.x..� z (, >-.,=Z r" ,Wwdo Ovowv =� °N G.C. TO LASER-SET STANDARDS WITHIN 5/8 GYP. BD. OVER 3 5/8 n r=Row° a1-1"'tnN aWV.o a �. N 1-4 = o w v MTL. STUDS @ 16" O.C. MAX. W o it' �,,- ^-48 o N Z GARCY/STUD PRIOR TO APPLYING FINISHES. w�d.W a�Z <03f552 Na .m „T„.O.2 N -..8aN ONw=C7 olz-8J W 08.L1,=„, <-1--Z i= cr p < V v=e,¢� 7.4)Z3 oN U L..- O.FZ-7°Z S dZ W S d.gd.<Z II ..N-.-. L:oW v)°vw,om'- Nz<Q0w 1 -q 3/4 W W (ry z<W n.-a Z ~ s),:s),:, 3 3o�3 p a< G. W ~ W °Z Z z .=2 °z ~ N g L--.\\L. ii---) t RECESSED STANDARDS SET IN RECESSED WALL STANDARD STUDS 5/8" TYPE 'X' GYPSUM BOARD z3g,�i, 3woo o °°a~=N Z °Z N =°W z ; n N = cv m ° <0..23 d oz 2 � WW WO W WO c3E5 W S . W WJ °wzOa o W>-a� 2 aW� -1m ,.SO,, W Z =Zw=0_,- OZ Q .J a}s d 1-U eL W< 1--«'<w 0 U I- -Z W N m CDN a M 0 414111 Li- 0 Q 0 ..,..., . S C\Il 0 0 N J 3 5/8" GARCY/STUD J a SEE PLAN FOR 1-t- .. LOCATION. 81."-:Z 3 5/8" METAL STUDS @ 16" O.C. .. p EXTEND TO UNDERSIDE OF w H i (t , ( J� STRUCTURE ABOVE. I INSTALL a �3'� Z METAL BRIDGING @ 4 0 O.G., Y w PER MANUF RECOMMENDATIONS Fa w 4 EQUAL EQUAL A .<(..) inn `�' " FLAT TAPE EDGE OF 4( GYP. SD. TO BE '-'111 .1.17251.* ../ \ LEVELED NITl-! MUD w CO o TO SE FLUSH W IT4-1 w z N In GARCY FLANGE ' Q P:D J N S-1 O v o j i__ 1 1---- D _ V \ Z o I u � u � CO .. 1 ♦ \ 0 -0 ♦ 0 -0 z M C ■ / FINISH FLOOR IV FINSS-I FLOOR Q _ M M N I— STUD N o W •a .. w , z Lai C,) V? .. FULL 1"=1'-0" 1":1'-0" L a, w Z 0 , GARCY/STUD DETAIL L CABINET WALL SECTION H CABINET WALL ELEVATION B o � a ocn �, 02DA101LOGRCY CO CL 0 V w w a_ E • 0 _ 0 0 w fri ^ �_ - irri — REVISIONS: 2x2x12GAx03 1/2" FRAMING CLIP I 5/8" GYP. BD. OVER 3 5/8" METAL STUDS REQUIRED BY: DATE DSL 3 5/6 DP, -1 w/(2)-#12 SCREWS rl @ 16" O.C. MAX. REFER TO CONSTRUCTION LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 18 GA VERT MTL I I EACH LEG I I PLAN FOR STUD SIZE * LOCATION. SHEET REPLACED STUD �I #12 SCREWS, TYP I LINE OF I I 3 5/8" GARCY WALL STUDS W/ ROUGH FRAMING DEMISING WALL AND/OR , . TOP OF GARCY STUD L — -, _ _ _ _ Y _-'J 3/4" RECESSED STANDARD ELEV = 10'-0" C r T i T 3 5/8", 16 GA TRACK I ( ( I ( I I I 1 GARCY (CLIP FLANGES AS I • I I I I I I • I I STUDS K REQUIRED) - (1) DUPLEX POWER OUTLET - @ 180 A.F.F. INDICATES NO REVISION TO THIS SHEET G.C. TO LASER-SET STANDARDS WITHIN es .� � _ _ _ � _ �. � .� _ _ _ _ _ � � _�_ _ _ � � ; � � I ! � SHREMSHOCK GARCY/STUD PRIOR TO APPLYING FINISHES. 1 � 1 1 Shremshock Architects Inc. .� � . _ L. i .I I �� ( I > > .� , l 4 � � .� , ( I 1 , I I Gerald S. Shremshock,Architect '_ .. . . .. . .. • . .. .. •. •• \ 6130 S. Sunbury Rd. Westerville,OH 43081 / i //1/17 J t. 614 545 4550 f: 614 545 4555 PAR AL E EVAT IN i rr ! II i . t/ �- II JI i! J II it - r, , 1.5 11 LI= A ii.„ or.rom . 4 d �, ; 11 l f. _ ' '7:t?1 1 V - FACE OF DEMISING = `� �4 WALL AND/OR 4 F ROUGI-I FRAMING 31-0 1/2" 4'-q 1/2" 31-0 1/2"/ / \____/ 3 1/2"/ 4 1/2"/ 4 1/2" 3 1/2" A 4I\ / VARIES REFER TO CONSTRUCTION PLAN , DATE ISSUED: 06/25/10 ; � ,E in II ------/ 1' _ 11 I' n �,. r --� Ii 11 DESIGNED BY M H t LI NE OF BASE BELOW DRAWN BY. JEB � _ � 3 �. _ TO ELECTRICAL CONTRACTOR: .� CHECKED BY: K M M , . -, ONE (1) DUPLEX POWER OUTLET FACE OF SOFFIT ABOVE 1.PER SHELVING BAY. 1 B. c . E - LINE OF HARDWARE SHELVING PROVIDED CABINET � FLAT TAPE r BY OWNER AND INSTALLED BY G.C. ND-2 � P-20 1 EDGE OF SALES AREA . BD. DETAILS ,, 1/2" PLYWOOD OVER �� 5/8" GYP. BD. OVER DSL 3 5/8" DP, 18 GA �� 2 3 5/8 OR 6 METAL VERT MTL STUD AT EA ( wD_3 7 3 -76 STUD SIDE OF GARCY STUDS I Si STi,JD NALL I-0BASE FFUJD DRAWING NUMBER: STUD 1 Ai\' 6".1.1'-43" 0 ;� .�,� ® , G -1, ARCY WALL STUD LAYOUT ._ G CABINET WALL PLAN A 0i//ilA#A . . , , . . , . . _ , , Ro 1 ...i /„Aw 7 m >pm' xl to E /Amp 1■11111111w. _.....ii" MIMI u)x /1> f da.„ . 7 13 7•1 0 0 )3. ../--- ---.I .°'*.4—1 1.."4"1-1 1— It' 1 1 1 I am"1 I—— _,..„... - -. 41::::711■ All!'i,;/// )011111/1111111Irr CO \\W law. _viiiimi„,,,,,,,"\/ O \ 1111110■1111111 , E '0~ rn ; ti 0), /// --1 \ c) .m a' .,. . O i# / /..... ■■ Am, .�. 11.0.11 Amoimml. / Cr 411141•11111111.11111111111/ Zr, i er / 0 aNamirmillorrial" / Aittf i 0 /11 \fcc MOW ----- MON. / .imilf AlidiliP /..w... ii rir Aw . ,/ / / --"'".411111110.. ---' 11-"112' Air 111111 i / \\1111—....... 4\ IkaNmimiIiw- ,\:-iei.i..'Il .i....-7---"lw liw 11111‘1\ TerAll',4°( 2 10 Ip-Mik, all11111111.. IF + \ 'W....... W....Ad& W / 2'-10"' 1111111 MINI111111•1111 IMMIIIIIIK 111110•MM Willik \Walk. 1.111 bal- II\ ,11111ar V3, , WOW l N"? \ 0 x to \ ‘...ft...."' _11ftim, k., / / > z-°3 M #7; 0 z. VI.*\\ .wk,.._ ....... j / 69 d -n VO t39a -n \ wob-ki.. .14" .- \ f r-73 M Via D A nz > orn z ........_. to ,i 0 e ... o. . m 0.§rr,li r 2 e M Co n \ Via It*. / / 0 7,0s-0 > 0 (/) j ti - -�0 .17a zoul .„ " › 0 _ _13 z 00 .13 m _4 . ; -< o g 111,, F,A S d r Coa v Ro to v 4 Z rn v E 4 i ____________ _ ...,. .1, i CD / -AMir \ = E > / M > 0 `- > -� fA o* ---- MI /7 S / ! _AMP" / ' Vr 1 alt) i 1,4.. _� =\ = >�y mum E ______ cn .____ / , o // AL w ___ E / /__ ' ---- ---ii -/: 1_______---%=23 ------,_ // - n( 0 ....--2---_-_-_,--__ - _ / il,:::::-:1---____ =` _ ,//// 7 / rn ■\\ .7.1 .z; M _ _____________ _____ ••■1111 / 7 Jr....1 / ---.......-------- - \ ,.......■ lift, 1 I I I I I I I I I I I 1,1w, W. 6 ---------- Alrii , 2'-10" f - ---, AN:\- III / �\ ---------- r/\ 7 / / \ AMP'_/ _ \ 41111•111. /, / � ., INK ------._ -4ftillk '1114MI, // Illi\% 101111111W --------- VIIAIIIIIIIIIPIIIP'- , _ :::----____-:—_._ -ir.. I‘Ilikik\\ \ / \ ---- -__ \ / % 0 i 73 I V IA 9 MI 1 \ / iz \ ' / d d '� dud -n CD \ _ - / z-�1 z-n D \ / \ ui w rn o w rn\ rnrn rnrn \ / � � --1 a � Z —I / � �rig > 2 ?>-.< 13 "*-3 0 • mZ0 mr z d rnr Z 0 Uri c;i — N ' IMMO 2< Z n° Z II �rng r- m g rng iii:r nC7r ..< a or II: 0 0 0 - 111121 n 0 G . PROJECT INFORMATION: THESE IDRAWINGSRANDESPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE _ > \ j CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT 03 m > GI '" 0 0, PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY I CI * 5 m V) `" 74 REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS — n > X z Z N ,,, .` Re f-3' r a EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN D j...\.D 1 ��.\,� v 03 c, t > = AND CONSTRUCTION (ESDC)._ �-C C �', y (D = - @ THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN I ITI -►,� 0 10 ;< ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO i �—` ;� • Q e .P 0 0 f�'1 REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN Z •• •• "S) O I , �- `^ ' U ' AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND im C) ,"t=N a ,� � l • U) 0 � '� , SPECIFICATIONS MUST BE RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS : _., 0 N • 669 S.W. WASHINGTON SQUARE 'OAD OTHERWISE AGREED BY THE ESDC.Z rn EXPRESS STORE PLANNING INC. ...ha C -f 0 N tD > Z SPACE NO•: CO3 COPYRIGHT NOTICE:N 3 -‘ THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN I av Ss o : d..I... _. , G R D •R 9 2 3 " " d lb Ia STORE DESIGN & CONSTRUCTION to .. ARCHITECTURAL WORK UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER -�. "t". - 5 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION # f~ n INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND •� .'�. � � � \�� '� � 0 � � • Q�� 2 ELEMENTS OF THE DESIGN.RESULT IN CESSATION UUNAUTHORIZED BUILDING SEIZURE, AND/OR WMONETARDY -� N) 5', .i, D O SCOPE: NEW PACKAGE: t SPECIFICATIONS MAY R S OF CONSTRUCTION, B Ul Qo /1 o �= I i $ DESIGN TYPE: DG GENERATION: FALL 2010 (101Fa) LIABILITY. K CO z o _ �° 7C o ESD&C PROJECT #: 00075287 A/E PROJECT #: 10163 , , //// / / // /////// / // /// /�j/ // / //� ' / �/ / / / / / / / // // / // / / / / / / // / /1 /,/, ///, // /// /// / 7/ ///' / / / // / / / VA•- ES REFER TO ELEV / / / �%VARI ES REFER TO ELEV • B.O. ) STRUCTURE _ _ q5• -.0. (E) STRUCTURE I DECK I - iMr ( Z \ O \ \ \ •NTINUOUS FIRE RETARDANT . 2 POSSIBLE (HUT NOT 5/8" DP CONT. TRACK g:4 'NT @ OF(1) 2 SCREW IN AR TION, BOTH SIDES. 1 Z ° .6 A DIAr•' AL ORIENTATION r--- EA. FLANGE OF EA. MINERAL WOOL BY ROXUL •' ° �° ° \ STUD APPRVD. EQUIVALENT @ ° \ 3 5/8" SLiP ' RACK eil; FIRE-RATED WALLS ONLY ' ° ° a ° (4)-#12 SCREWS Z SPRAY APPLIED FIRE-RESISTANT , E Q SEALANT @ FIRE RATED WALLS ° `'�/7/03�''�'''% ( ) ONLY ► %� % %�° %'/'*.,Pri 3 5/8" DIAL BRACE " : : �"� 13'-0" A.F.F. MAX. - 5/S TYPE X GYP. SD. "Q f Pail" PER DETAIL M/Al2,1 10P:. - - - 8.0. BRACING BOTH SIDES ,r J ca 0 CL, _ do .r • ► .•: __ ; SEISMIC DESIGN CATEGORIES A, B, C W Z ") -- - 3 5/8", 16 GA MTL STUDS @ " O.C. ` ,i - SPACING OF DIAL BRACE = 48" O.C. ilk Ica, ‘ ki 5 ISMI SI N CAT 15 4. SEISMIC DESIGN CATEGORIES D E 4 F %I` SLIPTRACK SYSTEM " „ E, 4 co #8 WATERHEAD SCREW �' - 6", 16 GA MTL STUDS @ 16 O.G. jjjj - S PACING OF DIAL BRACE 32" O.G. F� - 3 5/8" METAL STUDS @ 16" O.G. P DRYWALL SCREWS 1 i i EXTEND TO UNDERSIDE OF CO in Al MOUNT 10'-0" WALL STRUCTURE ABOVE. INSTALL 5/8" TYPE 'X` GYP. HD. "- i, RI BASE AND FLR I•S M NO HW-•-0• ;AS • ON ,. , SCHEDULE.) (@ FIRE-RATED WALLS ONLY) "Rill ► Fr! III _ _ 1 1X2" LDED WIRE MESH I III/ (E) FL•'- SLAB .�C. SIDE) I I --� / / / / // // / / / // NO BASE / (� = ; Z Z p _S f z c p en mvaa a arxozor Leal, W O N Z ZwN p- 1 / / / ,--.WO G. - .z WpaQZ° (E) FLOOR SLAB / ° J,, N° -/ / /'/---:/// cZ :! h o pN E d app=-0°O ////////// , / �' / / / �06nE' m'=F- s�oo_'e^a NNQO W z =Qp c arnt_S A - S • O VOV d'm =W~N? S VO.O N in W W ow,-W I VjjlirrvETAIL (/7 p to per-p p t�1 p N W O?V V=N 3"-1' 0" 1 1/2" 1' 0" 1 1/2" 1' O" ,, z Z Q = p- O NOT USED AT FIRE RATED DEFLECTION PLATE - - roN-RATED PARTITION (NON-SALES) rHR. RATED PARTITION UL. # U41ms 02DA121JOFL 02SA121ONO NS - - 02SA121COPTRI z °~m"° m~o E F, �Zaz w- oo HapW =m • / / /1 j / -Ow.2ma. -a QfaZZC NOTE• PROVIDE STANDARD 24" SQ VARIES / a v.. p_0. 0 0.. Q ACCESS PANEL IN WALL IF WATER NEATER I 5.0. E DECK a °_a�W Wd d n..VO«V =dam O fn IS LOCATED BEHIND WALL 20 GA, CONT O / a W d :La: W ,� o °°o VARIES q/1 /J/ w o°cs 18 GA VERTICAL SLOTTED SLIP-TRACK TRACK B.O. SPRINKLER NEAR BV VARIES E REFER RE ELEV. / / / /I / //4_./ / / /// / j / / j ...c....- w H z N W Z /�}(-- /�/- w,V°W 0.Z K W Q'83'U 2 "SLP-TRK" SY DIETRIGH SYSTEMS, INC. co PAINT LINE MARKING HIGHEST 7// / m H W 4 O . -o , CONT, 3 5/8" DP, 20 GA STUD I 1 , ~" ° w °W= W w H TO MACH VERTICAL STUD H POINT STOCK CAN BE DEPT T T VERT L TUD DEPT QZ�Z H �°z a m0 �t/�vl- U ATTACH TO STRUCTURE W (2) 0.205 DIA. " E STACKED P-11 VAR I ES REFER TO ELEV / / / / / / / / // W= o Z° W Z- p w _ . W v PAF OR (2)-#12 SCREWS @ 12" O.C. 3 5/8 DP, 20 GA STUD _ / " B.O. (E) STRUCTURE W H 3 a o W W ca te 43 N o W w m N - cD W 3 5/S DIAG BRACE N° W .� QWx=.-m p,cW_W e, ',SC, -..L,,0.'Z Qo Q ~(- Q BRACE @ 48 O.G. �� " PER DETAIL M/Al2.1 C z=c=o o Z" ,....M0 W Z �,M,,,M_____,N-____ 2 w 5/8 TYPE 'X' GYP. 8D, 0/ 3 5/8 L1 CLIP FLANGE, BEND WEB 4 ca 20 GA. MTL STUD @ 16" O.C. EXTEND - // \ ' 3 W 3 3 g z 3 o Q 3 8 pzZ a= Z ZzoO O_z p- o / / / }- TO UNDERSIDE OF STRUCTURE / 0 p o z - ° p- w ATTACH DIAGONAL TO Z ~° W° a Z _ MA MAX _# / -1 ABOVE - DO NOT ATTACH SHELVING / =v).---c.c.w N =Xt.)... r,, °5 °-„,, 0 EAT G W/ (2) �/ O°WWWOWV W�OO�� zWS Z '--.j / SCREWS -' / + =. "� ''\ '- ” AT NON-SALES, GYP. a. W a a L. a N o . _W tn 3 TO THIS WALL 13 0 A.F.F. MAX. / ' " =d�wxZ 2ZW°a►- d= Q� AdiA/ LL- BD. TO BE AT 12-0 �- p B.O. BRACING \/ 0') N M A (2)-#10 SCREWS @ i6" +/ 3/4" CDX PLYWOOD DECK OVER UNLESS THERE 15 A AMR S ; I D.C.t, THROUGH FINISH _ ' + / ° METAL JOIST. ♦ CEILING o I , a INTO EXIST DEMISING / ° " _ o ,- 1 \ J WALL STUDS = °D 1 x 4 WOOD TRIM - RUN --- _ 5/8 GYP. SD. BOTH SIDES 0 Q EXISTING }-- CONTINUOUS ALONG TOP EDGE FINISHED CEILING (WHERE CV DEMISING o OF WALL - SAND ALL EDGES OCCURS.) WALL 1 �- SMOOTH o N SEE SCHEDULES FOR (1)-#8 WAFERNEAD SCREW I 3'-0" SEE FINISHES AND STUD SIZES ( IN EACH FLANGE OF EACH -/ MAX. VARIES REFER TO ELEV 3 5/8" METAL STUDS @ 16" O.C. J VERT STUD. INSTALL PER T.O. GARCY STANDARD EXTEND TO UNDERSIDE OF Q MANUF RECOMMENDATIONS STRUCTURE ABOVE. INSTALL �` _-, ._ :: -RE TO 5 CI FICA • NOTE: ALIGN T. ' OF FLOOR REFER PE F REFER TO SPECIFICA • FINISHES WIT TOP OF ZINC REFER TO SPECIFICATE Z = DIVISION q FOR FLOOR DIVISION q FOR FLOOR CC INSTALLATION NOTE: A N TOP OF FLOOR INSTALLATION DIVIDER S IP. INSTALLATION FOR FLOOR w- FINISH,- WITH TOP OF ZINC DIVI P R STRIP. BU =•TH FLOOR FINISHES TIGHT — _ — Z T• - 'NSITION STRIP, NO GROUT Z • BUTT 80TH FLOOR FINISHES TIGHT •INT ._ ._ Z SERVICE DOOR - REFER TO J� P TO TRANSITION STRIP, NO GROUT Q V DOOR SCHEDULE. JOINT .ili" E � S A • CONC' WOOD FLOORING (W/ ADI4ESIVE) Q"' PROVIDE WEATHER STOP/DOOR E 4) SWEEP W SEALED CONCRETE (N) SELF-LEVELING CONCRETE A‘1101 A‘l, S1-IEET VINYL/V.C.T. SEALED CONCRETE Q i55 INTERIOR EXTERIOR FC-q OR 1 Pik,. P CERAMIC TI LE VINYL FLOORING EXISTING CONDITION FC-5 Liu FG-13 W a 1 FAT MAX 1 �� \��►`� —_Allalik -,,-£izrAi:; :; J \%\\ I .--- ,MEM MAX 1 �.�. . ---\ \-.. lialtir--*.1016. 1 4 .'l 74. VID1101401.11%MilkdbMw. `VINO:WIIIMIIIMIMAIIMMIL■11■, =O.D �� CVx � Q �� 4 4 4 a ° h. A M1111111111111■ .0 \I. ›. r Oro METAL TRANSITION STRIP (PROVI• • ADJUST THINSET SETTING BED AS Q ° AA ° Q _ _ RATED THRESHOLD AS REQUIRE► BY DOOR QUIRED TO MAINTAIN WATERPRROFING MEMBRANE WHEN VINYL REDUCER STRIP — — -� -�- SCI-IEDULE) REQUIRED. ° ,- �+ ° ° Q a ° METAL TRANSITION STRIP - OV IDED A ° = RATED THRESHOLD AS R IRED BY DOOR a ° <7 A SCHEDULE), MUST BE r TALLED PRIOR TO ~ i FC-13 INSTALLATION. NOTE: G.C. TO PROVIDE A.P.A. APPROVED EXTERIOR ALUMINUM THRESHOLD AT ALL Q WOZp y. EXTERIOR DOOR LOCATIONS. SEAL, W o tp.i d y Z W�a Z a CAULK, FLASH AND INSTALL PER ,:.y W ?-z Z W O W H W N t,Z N. S W V W V,9 MANUFACTURERS INSTRUCTIONS. N a d=M °W 3 a, 2 W=—.1 p NOTE: :°6.:a m =Zn W~z°Z REVIEW SPECIFICATIONS DIVISION IX 'TRASHES"FOR FLOOR MUSH INSTALLATION. . -- J W=°- 0 4u_a W Z:~<G O Q 7 O=4� W F- O'Z --F-W\ =W 3 N Z V V O Z d N Z V a -W H V^ Z p Z _ FULL FULL FULL a W o YE TO SERVICE DOOR THRE HOL EALED N EAEE ° zQQ~= ~ma VIN p S D CO C. TO CONC. TOPPING D CONCRETE TO WOOD HEFT VINYL/V.C.T. TO SEALED CONC. s zz� !;ki = °z��42DA122EOTRNS 02DA122JOTRAN 02DA122FOTRAN 02DA122COTRAN W �_a Z a,,,,,,d[D C Z (-Q.1 � o_Z<O O W 0 S d H m N 0 ° �g_� p a-0,... ,...=,0 W> a' p,. ,wwa.0 OV�ZU =OV�a0N al=--.-N N dWV=0 O. Z W 0 U O a WO;N W U g 0% 0 r�O 0 U WYW-,,,d' ~0d'40 U _YJcO wg=O X WDi(f W dg el Z '4:21 ;,.5 .:- O� 3'WrY a"W %°-2-42"' Ny =8 tnm...=OOF- (,,-_,0 .t z -it 0 N LJ X Z 0.-,(2_,E-1 O W i W cr W t'�-O Z_aZC7 F=„,,R,Lcs,U _U W~. V 3 g N 6=2 -== S Z _ Z Z d ta.�W Z = La.a�V W W ta.°~'Q H a H_7 O Z° 4 °W = O.0 5 Q Z 0 N 3 Lr W NON m~ H a a~ W W a d W a p W W y- Y m u l W =Z}f-W NU =0,....-0,® =0=0=J0 WQy Q W 8 Z QO La.p° t•ia 3F''* Q NOTE: ALIGN T0: OF FLOOR �N=�~_° N.oO� U. No= REFER TO SPECIFICA • Z a Cn-r N a Z s(1—W ►-..(1.-- . O Z W Z=0 Z Z Z Z O d Z g j.. _Z NOTE: ALIGN TOP OF FLOOR z3-4=aaw wo0�?a Z3=3dd FINISHES WIT OP OF ZINC REFER TO SPECIFICATIONS FINISHES WITH TOP OF ZING REFER TO SPECIFICATIONS FlCATIONS NOTE: ALIGN TOP OF FLOOR m°m.. . °a..-3 i °~ W.'y' DIVISION q FOR FLOOR DIVIDER ST: _,,,- ... N c._0 W ,,,.o INSTALLATION DIVISION q FOR FLOOR FINISH DIVISION q FOR FLOOR W W W d W. W,O d 4-. ..W= W INSTALLATION DIVIDER STRIP. FINISI-4 INSTALLATION FINISHES WITH TOP OF ZING O W Z,,a ° W a.W x a.W, J W 0_,....c,,,a ,<,,,,,,,c, .,. -..,...,,,m DIVIDER STRIP. BUTT •• N FLOOR FINISHES TIGHT N M TO NC DIVIDER STRIP, NO BUTT BOTH FLOOR FINISHES TIGHT Lo 'OUT JOINT TO ZINC DIVIDER STRIP, NO BUTT BOTI-! FLOOR FINISHES TIGI-IT 0 Ile GROUT JOINT TO ZINC DIVIDER STRIP, NO (2 o GROUT JOINT 0 G.G. TO PROVIDE A.D.A. COMPLIANT o MARBLE THRESHOLD DOOR. THRESHOLD AT TOILET ROOM WOOD FLOORING (N) SELF-LEVELING CONCRETE SWEET VINYL/V.G.-r.. WOOD FLOORING (W/ ADI�ESIVE) o DOOR. SEAL, CAULK, FLASH AND ALIGN TOP OF BOTH FL`•-ING OR N INSTALL PER MANUFACTURE INSTRUCTION. MATERIALS WITH TOP OF ' INC CONCRETE ALIGN TOP OF 80TH FLOORING DIVIDER STRIP Q MATERIALS WITH TOP OF ZINC G.C. TO FEATHER OUT ELEVATION u_ DIVIDER STRIP CERAMIC TILE OR FC-q FC-13 [[ �, CHANGE OVER A 18” SPAN A FC- i FC-4 WOOD FLOORING PAVER FLOORING FG-5 I OR " U VINYL FLOORING 2 i I 2 VINYL FLOORING FC-13 .. 0 W 1 MAX MAX I v, - 'V' OP I FC 2 W 1:: O%0• N l Al 1 (SIM.) 4 Q ,I Q e c a o � �y� o t d a ° ' I�PI/ o -----------_ .„ \ C.. CD < _________ Q a , C.� t`� Ca ° Ga �- ° a REFER TO MANUFACTURERS ° ° a ° ° A THIN 8ED 1/S" ECOMMENDED INSTALLATION w Z C1 00 A4 n (E) CONCRETE (E) CONCRETE SLAB { MAX.)) MAINTAIN FLUSH TRANST TO N ADJUST T1-IINSET SETTING BED AS a CX in SLAB —G.C. TO ADJUST SETTING 8ED TO = O REQUIRED TO MAINTAIN FLU ACHIEVE FLUSH TRANSITION = o ZINC ANGL ZINC ANGLE TYPE MONOLITHIC TRANSITION O THIN SET BED {1/8" BUTT BOTH FLOOR FINISHES TIGHT TO WOOD FLOORING APPLI'• TO _ DIVIDING STRIP, MUST BE ZINC ANGLE TYPE MONOLITHIC • MAX.} CONCRETE W/ MAST BUTT BOTH FL•' FINISHES TIGHT INSTALLED PRIOR TO FC-13 Z ZINC STRIP - NO GROUT JOINT TO ZINC STRIP - ' 0 GROUT INSTALLATION DIVIDING STRIP Z 0 JOINT O CO C; INSTALL WATERPROOF MEMBRANE OVER , �? M FLOOR SLAB AS REQUIRED CO 0 _ 00N V 0 W .. W NOTE: Z L. , •: a. O REVIEW SPECIFICATIONS DIVISION IX 'TRASHES" Z FOR FLOOR FINISH INSTALLATION. N 3 Z ~ a- 0 to _ .. FULL FULL FULL FULL u) o, v ad z MARBLE TRESHOLD E rERAMIC TILE TO WOOD WOOD TO CONCRETE TOPPING E V.C.T. TO WOOD B o -+� �c ino c., 02DA122LOTRAN 020A122HOTRAN 02DA122EOTRAH 02DA122BOTRAN w a o ,�, a. LLI • � _ v) oW REVISIONS: REQUIRED BY: DATE / \ LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 REFER TO SPECIFICA • REFER TO SPECIFICA • NOTE: ALIGN TOP OF FLOOR REFER TO SPECIFICATIONS FINISHES WITH TOP OF ZINC REFER TO SPECIFICA • NOTE: AL - TOP OF FLOOR DIVISION q FOR FLOOR DIVISION q FOR FLOOR DIVISION q FOR FLOOR FINISH DIVIDER STRIP. DIVISION q FOR FLOOR FINISH - WITH TOP OF ZINC INSTALLATION INSTALLATION INSTALLATION INSTALLATION DIVI•. ' STRIP. BUTT BOTH FLOOR FINISHES TIGHT *INDICATES NO REVISION TO THIS SHEET TO ZINC DIVIDER STRIP, NO TT BOTH FLOOR FINISHES TIGHT GROUT JOINT TO ZINC DIVIDER STRIP, NO GROUT JOINT abS:1E77_, S H CJC K ShoArchitects, Inc. CONTI INUM COVER PLATE VI/ = SEALANT ON BACKER ROD MALL FLOORING (N) SELF-LEVELING CONCRETE Semshock,Architect BEV' ► S 6130 S. Su . terville,OH 43081•6. >r_ (N) SELF-LEVELING CONCRETE 0 1� 0 f: 614 545 4555-4141111% h G.G. TO FEATI-IER OUT ELE VARIES VAR I E5 GI-IANGE OVER A 18" SPAN*.AA/A.4 VARIES VARIES FC-13 f . /�fi� \! \I FC— r �. ss_-_.._.___■....-•......----_...........,,.,.......,....,... .....„,, , „,„„,...r. FG-13 _� � _.u a I-1 1 Illi I_........"49.. ........IIIIIkh. 1. a o ° a 4 \Ernismaim snow ® ° °_ o 6 l# ° 4 4° ° VA r D 4 a 7,- -‘, ,,, A ilrir ..... , , , , II,I,I,I,11,�,� 4 iv,, , ‹°! ° 4 a p ° ° d a FLASH PATCI4 AS REQUIRED TO DATE ISSUED: 06/25/m1 0 All 2" MAX 3/6" MAINTAIN FLUSH TRANSITION DESIGNED BY: H MA TACKLESS STRIP DRAWN BY: J E B ZINC ANGLE TYPE MONOLITHIC (E) CONCRETE SLAB (E) CONCRETE SLAB CHECKED BY: DIVIDING STRIP, MUST BE ZINC ANG - TYPE MNOLIT14IC K M M INSTALLED PRIOR TO FC-13 BOUND EDGE (FROM M } DIVIDING ST', -, MUST BE INSTALLATION INSTALLED PR TO FC-13 F L.O O R TRANSITION i.1 (E) EXPANSION i NT (E) EXPANSIO •INT V.I.F. V.I.F. E TAIL x g DRAWING NUMBER: I V F 1 ULL FULL FULL � j4\ ;;_____, rXPANSION JOINT DETAIL �� . ' XPANSION JOINT DETAIL MALL� , ;, . FLOOR TO CONCRETE TOPPING , a, . a, , C) rNTRY MAT TO CONC. TOPPING , , .I. , , 4 I , 1 o AUTOMATIC DOOR CLOSURE VARIES REFER TO RCP ��• B.O. ;;:::: ,MTL. 'L' ANGLE FASTEN PRIMARY CARRY Z =CHANNEL TO CROSS CARRY CHANNEL, VARIES– REFER TO RCP MECH FAS. . G PER MFR .. SHEET MTL. SCREWS a \–� – – allridW'AMI (� ~ 12 GA SUPPORT WIRE @ 4'-0' OC 4 ..... ,,,., — E OPEN CEILING PREFERRED WITHIN b" MAX OF END OF COLD ... Z OR CEILING A5 REQUIRED ® '� t- II ROLLED CARRYING CHANNEL BY CODE WHERE OCCURS --- Z / -{- /8" YP. BD. OVER METAL STUD 6" MAX �- ///+// .�. ' ' �� ING � Z ° '(I 1(' �'; ° I DENIM SALES AREA / ANGLE MOLDING W __S- / Y REGLET, DRYWALL CONTROL C■'i- 1 %/ JOINT 2-PIECE. REFER TO LEGEND �� ' //// GYP. CEILING NUMBER. SUSPENDED GRID SYSTEM MAIN RCP ■ / �_ " •vARIESREFERT0 8.0. N CEILING I ' ' BEAM @ 4 0 D.C. E W co 0 b" METAL STUDS // 'IT" GRID SYSTEM CROSS W SELF TAPPING SCREWS 20 GA. @ 24" O.G. / WIDTH'''.VEA PRODUCT NUMBER T' MEMBER @ 21-0" O.C. CO / (2-PIECE) �� CONCEALED PIN HINGE / / W Q // 1/4" DWI-50-25 2-PG � oo 0000000000OOOOOOO ° ��,.. SCREWDRIVER OPERATED // / 1/2" DRM-50-50 2-PC 4 �' �' 21! CAM LATCH, MOUNTED FLUSH / 3/4" VARIES REFER TO RCP X / / 3" MIN 3/4 DRM-50-75 2-PC SB.O. (N) CEILING W t0 ANGLE MTL. CORNER BEAD / MillIllk - 5/8" GYP. BD. .� / NESTED STUD * RUNNER CONT. AROUND OPENING. / _ f \ 1110311 DRM-50-150 2-PC E FILL, TAPE AND SAND SMOOTH / / I -�� METAL BLOCKING PAINTED TO MATCH CEILING FINISH ` —' 1 VARIES REFER TO RCP i .�IMIIIIIIIIIIIIIOIIIILNIIEL 5/8' GYP. BD. ON 3 5/8" L _ - - of B.O. SOFFIT L i METAL 5TUD (GA. WILL VARY-REFER TO PARTITION LEDGEND) ) W W Q O p Y 4 W a CONTINUOUS FR5/8Y" RGEYGPL.ESTD, .DOVRYEWAR LML ETOAL NTRTOL UD cr 7 41),., ,. A .:, FRAMING MOULDING a: W >-zz O .-W,,JOINT 2-PIECE. REFER TO LEGEND h,= 22 =GYP.BD. SUSPENDED CEILING 4.a w 0 y p z W o a a Z 2 FOR SIZE AND PRODUCT NUMBER. o„J U-Z .- N o ,tml-_p z z FLUSH-I ACCESS PANEL, SEE CEILING =Z o W a<^ a: N L,O W Z•�~d G O Q W 2=Q vovQ z2mw ci.r-8 -W" PLAN FOR SIZE AND LOCATION C.)OCJ�m 'aLn W Z O Waal N !!_ !- !! !!_ !- !! !!- ! !! acpao(3 ZQ°aW, ,oQZ=z =wk-LT,- c'(-1°,7, ACCESS PANEL OPEN CEILING ' XPAN I N INT 6''::1'-0" CEILIN III TRANSITION S O JO DETAILS G 0 PERIMETER WALL (GYP. C 02DA123MOACSS 02DA123JOGYPO 02DA123BOCLGP = ,F_W z 3 °o a == _ NOTE= DO NOT FASTEN TO CLG. OR a O = ::: ; a pW�m� rmVto� �Z�Z�ROOF DECK TYP. ��p=� ~~�'�� ~�„,,Wa_O a-VOWV a:�z~La � Oh,/t 7:1° .,lV4. 7:12: VOO�- V N O O t... W.W L4 W '"."--).....48 U"-]NGJa O QV7 a. ONZ ,.Q 2�a-W a.2a W %03,%32 VN a:m NWS[0 t- vt^_,O, a N ON W.CD 0,=(n�W 0 LigLja w '"a:=0 Z F_OZ'aZV t-NF p V US4,aC -z3 ntn V,WZpZ tom. ."1-.1 3'.".' -Lt.-At L.)W W W p~O i- i MECHAN ICA FASTEN - / / MECHANICALLY ICALLY FASTEN PER w z. W N.-- Z W=m,-m Z _.4 o Vt 3• `,¢o p W Vt ww® Vts ,mol W VARIES - REFER TO RCP �ifi ��YI // LLY F T PER VARIES REFER TO RCP 8.0. (E) STRUCTURE MFR RECOMMENDATION B.D. (E) STRUCTURE MFR RECOMMENDATION W 4 y'a W a:Z Q= W.p W..3.t- Q Ilik, �NpOt=- NQ OO��Wi Jcnp=�u� ANGLE BRACKET OR CLIP a k-W F -o ” ~3 a=~•za ==5 z zzNC7 ozg5 t' to NOTE: j' m mCJWNO Qpz-3 - t-YWZ-,OOd H.N 2 Gz=tV V_' =G W a2,U T- FASTENING TO STRUCTURE ABOVE -W W W O W v W O O Z3 aS W= O W 4- FASTENING TO STRUCTURE ABOVE MINIMUM OF 3 TIGI-IT TURNS 'W=o a a o W a w t-a.= >-v-,c.),5_,--m W TO COMPLY WITH LANDLORD AND ANGLE BRACKET OR CLIP W Q ~Q '4 Z W OR LOCAL BUILDING DEPARTMENT TO COMPLY WITH LANDLORD AND OR LOCAL BUILDING DEPARTMENT � V .-. JURISDICTION MINIMUM OF 3 TIGHT TURNS RIGID STRUT @ 12'-0" O.C. WITHIN 3 5/B' METAL STUD 3 5/8' METAL STUD { 1 J� N JURISDICTION " „ @ 16'O.C. CONFORM TO BASIC MINIMUM 61-0" OF PERIMETER @ 16"0.C. Vii 0 0 REQUIREMENTS ESTABLISHED IN Al ! 12 GA SUPPORT WIRE @ 4'-0' OC 4 WITH-IIN b" ( f 12 GA VERTICAL SUPPORT WIRE @ -0 D.C. (4) �� MAX OF END OF COLD ROLLED CARRYING ! 1 ASTM Cb36 CLUSTER OF 4 12 GA SPLAY WIRES ARRANGED AND WITHIN 8" OF ENDSDFALLGRID I � 0, 0 CLUSTER OF 4 12 GA SPLAY q0 FROM EACH OTHER WITHIN 2 OF CHANNEL (2) LAYERS 5/8" TYPE = ! C\I O • SYSTEM MEMBERS INTERSECTION OF 7/8" METAL FURRING CI-IANNEL (1) LAYER 5/8" GYP. BD. !� �' i� " „ , WIRES ARRANGED q0 FROM EACH OTHER WITHIN 2" OF INTERSECTION � " AND 1-1/2" COLD ROLLED CARRYING CI-IANNEL ON EACH-! SIDE f _ -f X GYP. HD. ON EACH SIDE. ) � 'I � I ) � RIGID STRUT @ 12-0 O.G. WITHIN ANGLE MOLDING OF CROSS "T" AND MAIN RUNNER 6'-0" OF PERIMETER ANGLE SPLAY WIRES 45' MAX FROM PLANE OF I , RUNNER @MEAD ONLY TYP. �- ANGLE SPLAY WIRES 45 MAX FROM CEILING AT 12-0 0.C. WITHIN 61-0" OF CEILING PLANE OF CEILING AT 12-0" D.C. PERIMETER SUSPENDED GRID SYSTEM CROSS RUNNER @ DEAD ONLY, TYP. u_< • j ;j WITI-{IN 6'-0" OF CEILING PERIMETER - 1-1/2' COLD ROLLED CARRYING CHANNEL "7" MEMBER @ 2'-0" O.C. i - I 1/2" • ■ @ 4'-0" D.C. AND WITHIN 3" OF WALLS = _ _ _" —� .. V 1 � � � Z w (SPACE 2'-0" O.G. FOR FIRE RATED �► �`' ' N •• O -) HEAVY DUTY SUSPENDED GRID CONSTRUCTION) - PROVIDE 1" CLR @ VARIES VARIES ' w ~ O ' " T.O. OPENING Q CX SYSTEM MAIN RUNNER @ 2-0 O.G. ABUTTING WALLS AND PARTITIONS /;///‘ T.O. OPENING _ Q Q ∎ Y W r ACOUSTICAL CEILING PANEL 5/8 TYPE X GYP.BD � �; , D � t.� Q MINIMUM OF 3 TIGHT TURNS _ SALES AREA " NON SALES SALES AREA " NON SALES \\ Q IN iii ///://///// 6 1/8 ` 7 3/8 6 1/8'I \ o CO N. '� ` , /,/ ` `\\� a Lij 000 DOOR AS SCHEDULED �� w N �'� ‘► �'\\`'J -. v 0 - o o � � DOOR AS SCI'-{FOULED � �\ � � � � C,1 t i / r O O O b D D D 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 D O o 0 0 0 0 0 0 0 0 0 0 0 0 \\\\ Q 0 0 O 0 0 0 0 VARIES ° 0000 000000000000000 00000 _ 000 0000000000a - / �/ _ VARIES J \ • = 0 $REFER TO RCP IEERIIIIIEE' '*INlIllU '!AEI REFER TO RCP a r - r C�► 0 8.0. N CEILING B.O. (N7 CEILING = to O (� 2" HEAVY DUTY SUSPENDED GRID SYSTEM 2" 0,i, MAX CROSS "T" MEMBER @ 4-0' D.C. ' MAX •• Z 1 2-HR RATED 1-HR RATED o 0 _ C/ 0 0-- Q co Z M-±- ,,Ill O N V •• W�►L. HEAD SIMILAR HEAD SIMILAR Z •' ce REFER TO SPECIFICATIONS FOR REFER TO SPECIFICATIONS FOR Z • E- �,1,, PRODUCT INFORMATION AND CONTACT PRODUCT INFORMATION AND CONTACT V y •• s"21'-a" 3"21'-0" 3"21'-0" 3"21'-0" w a z CEILING ASSEMBLY (A.C.T.) L CEILING ASSEMBLY (GYP.) H JAMB (METAL FRAME) - UNRATED E JAMB (METAL FRAME) - RATED B 02DA123DOACTA 02DA123AOGYPA 02DA124EOJBHR 02DA124BOJBRT t� W to CL. V) _ V w V)t/) LIW REVISIONS: DIRECTLY ATTACHING UNISTRUT TO DIRECTLY ATTACHING UNISTRUT TO A REQUIRED BY DATE UNDERSIDE OF ROOF DECK/SLAB 15 UNDERSIDE OF ROOF DECK/SLAB IS g ACCEPTABLE. REFER TO DETAIL. g a ACCEPTABLE. REFER TO DETAIL. LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 a ESO a VARIES mum 1111111111IL B.O. (E) DECK/SLAB — ' B.O. (E) DECK/SLAB (E) CONCRETE DECK PATCI-I AND REPAIR (E) FIREPROOFING (E) CONCRETE DECK PATCI•I AND REPAIR (E) FIREPROOFING 3" X 1 1/2' METAL 'C' CHANNEL OR AS REQUIRED TO MATCH (E) RATING 3' X 1 1/2" METAL 'C' CHANNEL OR AS REQUIRED TO MATCH (E) RATING =n APPROVED EQUAL, FASTENED TO o APPROVED EQUAL, FASTENED TO 11/2' DECK/SLAB. VERIFY 1/2" DECK/SLAB. VERIFY W/STRUCTURAL DWGS. 1 1/2 W/STRUCTURAL DWGS. .:1) LOCKING NUT �) LOCKING NUT i" Fr , yr, , k INDICATES NO REVISION TO THIS SHEET _ _ _ _ _ _ 0 SHREMSHOCK III P 1000 UNISTRUT W/ ELONGATED HOLES. _, 3/8'I NUT P 1000 UNISTRUT W/ ELONGATED 1-IDLES. • 3/8" NUT Shremshock Architects, Inc. INSTALL P 1001 UNISTRUTS FOR SPANS •=• INSTALL P 1001 UNISTRUTS FOR SPANS ' DOOR AS SG-)FOULED DOOR AS SCHEDULED Gerald S. Shremshock,Architect BETWEEN 8-0 AND 12'41 HY G.C. WASH-HER BETWEEN 8-0 AND 12-0 BY G.C. ' = I WASH-HER 6130 S. Sunbury Rd. Westerville,OH 43081 _ -4 _ _I___ _ t: 614 545 4550 f: 6145454555 NOTE: DO NOT RUN UNISTRUT PAST _ _ _ VARIES NOTE: DO NOT RUN UNISTRUT PAST _ \ = _./ _ VARIES '- ENDS OF FIXTURES = ENDS OF FIXTURES B.O. (E) JOIST B.O. (E) JOIST 6 1/8" 010 7 3/8" 6 1/8" � " = " SALES AREA NON SALES SALES AREA NON SALES SALES AREA STEEL THREADED ROD AT 3/8 STEEL THREADED ROD AT 10'-OR O.G. 4 WITHIN 8" OF END OF = 10'-0" O.C. 4 WITHIN 8" OF END OF -z FIXTURE BY G.G. ,I FIXTURE BY G.C. f a d,a i,r'iE NI § = ' (--/ 3769: * I am efy F UNISTRUT SYSTEM - PROVIDED 4 UNISTRUT SYSTEM - PROVIDED * = MAXIMUM 1/4' CLEAR F r- INSTALLED SY ELECTRICAL CONTRACTOR , •_. INSTALLED BY ELECTRICAL CONTRACTOR , .-2. @ FINISH FLOOR/BOTTOM ,. ° `;: OF DOOR SIN Imo,. f DOOR SHOE E AS SCHEDULED = DATE ISSUED: 06/25/10 11 -6. A.F.F. LINE OF FINISH FLOOR B.O. CI-IANNEL .� VARIES REFER TO RCP i,`,,, _ DESIGNED BY: 0 • 0 2-CIRCUIT COMMERCIAL B.O. TRACK _ M H FLUORESCENT STRIP W/ WIRE GUARD: TRACK SYSTEM L GRADE _ _ ti, • �, D.P. •D.P. .-_....� - DRAWN BY. JEB II REFER TO REFLECTED LIGHTING PLAN /lI1 CHECKED BY: K M M TRACK HEAD: REFER TO REFLECTED �� TI-IRESI-IOLD AS SCHEDULED LIGHTING PLAN ; � CONSTRUCTION ( 2-HR RATED ( 1-HR RATED ________- NOTE: DETAILS 1 PENDANT ASSEMBLY, EXCEPT TRACK NOTE: ASSEMBLY CAN BE USED FOR SYSTEM TO BE FINISHED TO MATCH PENDANT MOUNTING EXIT SIGNAGE OR 1" UNDERCUT AT TOILET ROOM AND CEILING FLUORESCENT STRIP LIGHTS, WHERE OFFICE DOORS REQ'D BY CODE DRAWING NUMBER: 7 A L ) 3"=1'-0" ° 3"21'-0" R FL UO RE SC ENT STRIP K SUSPENSION TRAC K LIGHT SUSPENSION 3 2 _ TH E H OLD METAL FRAME) - UNRATED , , e .,, , . , . D TH R E H OLD METAL FRAMES - RATED ,,_ ea ' . A i _J .i 1 E r I/ l { f 1 : \\`. I/\ z 5/8" GYP. BD. > 5/8" GYP. BD. 1 1 \ ! r. 7 E 1 E, 0 0 1/ Z = cc I 1/ w i. j r 1 ' Cl) � � DOUBLE STUD @ I E a 0L. SIDES OF I �, 1 Q \b s • OPENINGS `t 1 TYP. 18 GA. MIN. , .4% \ i I SALES AREA I Q SCREW STUDS , 1. \\ E J a: oo \ E ATTACH BASE TO 3 5/8" ,' I ATTACH BASE TO 3 5/8' OR 1 / ! METAL STUD FRAMING j 6" METAL STUD FRAMING 1 i \ � I � �` �.'' I @ 16' O.C. BRAKE METAL PANEL - EMBED I / �� \ O . , 0 � ' � i @ 16" O.G. ) \ I / �� 4 ... 40,° � . 0 \ �I a BELOW FINISI.1 FLOOR A MINIMUM I I� W SALES AREA t l DENIM ROOM ' OF 1/8" �I/ CO C NOTE: SACKING PLATES FOR , //i UPPER WALL HUNG F } " 1 U) W 3/4 PLYWOOD 1 C: CABINETS (UP TO 2 ON METAL FRAMING, S.S.D. > ;\ CIS SHELVES BASE CABINETS, ' U / FULL WEIGW7 CABINETS, 0 8-1 WD-3 / \ W O HANDRAILS, GUARDRAILS, i 0 SURFACE MOUNTED ' SURFACE MOUNTED I Cl. C ) GRAB BARS, WALL HUNG ■ CAULK JOINT TO MATC�1 ADJACENT EQUIPMENT, ETC. MAXIMUM 0 ■ FC_q _ FLOORING I CO WEIGHT - 250 LEG./FT. 1. SEE TYPICAL WALL I FC-13 I: .. _ I t _ 1 _ _ _ — W FRAMING FOR GAUGE OF i \ r FLOORING - REFER TO FLOOR 1/ .Ci STUDS, VERIFY LENGTH, \ j % 4 WALL FINISH PLAN 1 E ■ --- - IV WEIGHT, LOCATION OF \ I ! _ 1 BLOCKING, AND NUMBER. 2. REQ'D WITH ACCESSORY a aD\ \ _---' _ mi No gm IN ■ 1 I MANUFACTURERS. USE #12 a ao a E. - " SELF TAPPING SWEET METAL °'a4 '� E CONT. AND NOTCHED 6 X SCREWS WHEN ATTACHING 16 GA. MIL. BLOCKING ITEMS TO BLOCKING. ATTACHED TO STUDS W/ , (3) #8 F.H.S.D.S. z Q 3. WALL STUD FLANGES ARE ADJUST THINSET SETTING BED Z j CONTINUOUS AT BLOCKING AS REQUIRED TO MAINTAIN �' Z N °Z°cs FLUSH TRANSITION W o W° L„ z 2 Q LE tt.,.. 5ZW J O CJOvN. Z ta.Q W O y6 °g W Gg!-xm 3 PAF .205" DIA. AT 16" O.C. AT PAF .205" DIA. Al 16" O.C. AT fV� CONCRETE FLOORS CONCRETE FLOORS PAF .205" DIA. AT 16" O.C. AT W mix 3 E /-z o a W~Z a z CONCRETE FLOORS 11.1065E W Q ° 0 3,3° (.., g9_,....-. C..)=v°W Z ZOO W c.N'- W a x d a O c.0 Q_ W Q� NW^=w C.)VOO W W H U N FULL Q° ° N.T.S. FULL FULL Q,,,. z Q a~= °_� co BLOCKING DETAIL WALL BASE (NON-RATED) J WALL BASE (NON-RATED) F METAL PANEL DETAIL o�Q�z o�mN� CJ 023A1251110BLCK 02DA125J11ASE 02DA125FSASE i W Z a N Z� T T 11∎� w O � 0 ==g1--. c)›.. (5)3 -' p=w?=z O W �- N O, Q L,d<Z O p Q W O W W d Z a° W d C 7 Q R aQ� t/)v) dV�0 °0. 0 Z W Q'W O• � WQ• v• W7W� QZ., OV�YQa° 3 W a d W <-Z E W 4 p 3>3 0 NOTE: REFER TO RCP FOR CEILING FINISH N W=° Q°2 p v E W A Q NOTE: REFER TO RCP FOR CEILING FINISH =cea E . 'YZa4�° 52 WWZ=Z d,T. 0 Z G a Z O N x d Q V)- W p W N°N W mi- N%c Q.-C�w ai to°r H W N`'' p W x H m p Q'W J W d' W Q t j Q W R'Z Qz011-..--v)W G .Q 3~)p Q VARIES z(• 0 )7..°° v) "'OM"' -( H0.F- ado k VARIES 3ao°Q 3,.020' z3,=3''`o B.O. (E CEILING B.O. (E) CEILING I o.oN� .Z.a~W ~c. ° O Q V :4711§55 Q a CJ]W W w0 W l ..1 W�°°t�'Q' Z/ =N�t L: N 4x51�xO�Wxz xZWxaF- OxQ.„_,d af-v�c.W Q t-Q.Qtno .,. .-?W N. II ZJ a *— ,, II I N a c� DOUBLE STUD @ k VAR I ES -__-.-, VAR I ES - . �` OG• SIDES OF 5/8" GYP. BD. • H.O. ILI G Q 'o H.O. (N) CEILING - ---- - o p \b „ OPENINGS a 0 C ; ;EkoS : ill- 0 CV 0, N 7/8" METAL FURRING il J a a " 0 CHANNELS @ 16" O.C. 2 1/2 MIL. STUDS @ COL. r� . 1; Q kieN 0 (RUN HORIZONTALLY) - WRAPS (SECURE TO �- •• STRUCTURE ABOVE AS 1 SALES AREA REQU I RED) '� 0 ° .. U O � 0 1/2"X5/8" 'F' GYPSUM BOARD a °° (E) SPRAY ON FIRE w i:::2 REVEAL IE, c� Q 0 (E) CONC. COLUMN • PROOFING TO REMAIN AT < cr PAINTABLE SEALANT AND (E) COLUMN Y Z w 0 I. SEE TYPICAL WALL BACKER ROD - - a FRAMING FOR GAUGE OF l f In a. LI Q G Q STUDS, VERIFY LENGTH, I FC-13 11 I 0 A HEIGHT, LOCATION OF r a i BACKING PLATE, AND NUMBER. ;r SIM.) I ; SIM.) w 00 0'-0" i 1 , w z CNI ^, �, INI 01_011 , ! ' Q 2. REQ'D WITH ACCESSORY m F LOOR FINISI-I FLOOR . = o M MANUFACTURERS. USE #12 ° G m a 0 BACKING PLATE 6 x SELF TAPPING SWEET METAL 18 GA. ATTACHED TO STUDS W/ (3) SCREWS WHEN ATTACHING E E ., z #8 F.H.S.D.S. ITEMS TO BACKING PLATE. z O \ < 0 F..... Ci) 4° •• 4:t cii)3. WALL STUD FLANGES ARE p V M N Q 1- V •• W∎� CONTINUOUS AT BACKING \ PLATE. ti_ 3 Li -, PLATFORM BELOW 1 Z CC •six CL U tt) .. N.T.S. FULL 1�.1'-0� 1".1'-0" c, v a.. (-1�? BACKING PLATE DETAIL WALL BASE (PLATFORM) roLuMN SECTION (CONCRETE COLUMN SECTION L O �cnQ Ocno 023A125L0BACK 02DA125H1BASE 02SA125E000LM 02SA125B000LM co a 0 V W v) 0.. W • VI - to C] W REVISIONS: REQUIRED BY: DATE . LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 LAYS' 5/8" r TYPE 'X YP. BD. ;FP PROVIDE MIN. 1/2" SEPARATION BETWEEN (E) SPRAY-ON FIREPROOFING AND MTL. STUDS INDICATES NO REVISION TO THIS SHEET I i CORNER GUARDS INSTALLED B S H R E M S H K G.G. CORNER GUARDS INSTALLED BY G.G. Shremshock Architects, Inc. Gerald S. Shrems , itect ATTACH SASE TO 3 5/8" �, FRAMING AS TIGHT -' z FRAMING AS TIGHT AS 6130 S. Sunbury Rd. Westerville,OH 43081 METAL STUD FRAMING AS POSSIBLE , � ° Q POSSIBLE (SECURE TO ��---�-- - --3 t: 614 545 4550 f: 614 545 4555 @ 16" D.C. I a_ STRUCTURE ABOVE AS z REG�1I RED) 0; o K t E COLUMN TO REMAIN. ,0 1.z SALE�AREA E CONC. COLUMN °C C ) �. , (MAINTAIN EXISTING RATING z`� PATCI-1 AND REPAIR FIRE o Y St M�p ,c -PROOFI G S REQUIRED) w �(1) LAYER OF 5/8" TYPE "X" w ..w N 1 GYP. SD. EXTENDING FROM TOP a "I SURFACE MTD. " ' OF SLAB TO 6 AH01/E STORE s (1) LAYER OF 5/8" TYPE "X" L „� .......... CLG. OR TIGHT TO MALL DECK GYP. SD. EXTENDING FROM TOP Agill FC-13 1 ABOVE AS REQUIRED PER LOCAL " ' °4je OF SLAB TO b ABOVE STORE SEE CONSTRUCTION BUILDING AUTHORITIES. CLG. OR TIGHT TO MALL DECK PLAN ABOVE A5 REQUIRED PER LOCAL ,,4 SEE CONSTRUCTION PLAN BUILDING AUTHORITIES. $ DATE ISSUED: 06/25/10 DESIGNED BY: MH LI a s o DRAWN BY: J E B 4 `T ° ((((( ((((�, (((((cc(W(((( CHECKED BY: K M M COLUMN AND BASE 1 1 DETAILS 1 P 1 AF .205" 0 IA. AT 16" O.C. AT CONCR 2, FLOORS DRAWING NUMBER: I,/./4\ NOT USED - ALL BASE (RATED) FULL ' OL MN 1 =1 -° - - i— , 1 - ' -,,), 1 , . U PLAN (CONCRETE) -,iT, ► COLUMN PLAN THIS DETAIL IS FOR SEE A02.4 FOR FRAMING \\I (OR STRUCTURAL DRAWINGS, IF PART OF THE SET) R EFERENCE ONLY OR EXACT PASS - THRU CONFIGURATION, REFER TO CONSTRUCTION FLOOR PLAN" 4 REFLECTED LIGHTING ::: PLAN" I J SEE STRUCTURAL DRAWINGS FOR FRAMING V 5/8" GYP. BD. .... .4. Ej $111-0" A.F.F. CEILING CO T.O. WOOD PANEL \\ i ,y '_ -- Z Z c \ / Z 1 \ / Q p 3/4 1/2" x 1/4" METAL 'F' % v i j Z U E U REVEAL - FRY REGLET WD"2 f i E / DRMF-50-25 ALUM. WOOD VENEER I I FINISH - PROVIDED 4 \ \ 7 / �I,, INSTALLED BY G.G. i F. E 1 .7 ,,,,,,,,,,4 ct 7 c-: \ i slecsi co OPEN i = I \ CC E . �M /� 1 11'-0" A.F.F. 0 IIIIPAIPAIIIIIIIIIIIIIIIIIIIIIIPW liti Adillil _J \- 7 y W / \ i / / CEILING $ -- T.D. WOOD PANEL ` i \ 1/1b" PREFINISHED BRAKE METAL i v — — — — — -/ / KERF CUT GAP MAX MT-2 f 1/4" TEK SCREWS AT 16" \ i EACH WAY. SCREW INTO r FRAMING, COUNTER SUNK / i \ / ) 1/2" FIN ISH GRADE INTO PLYWOOD PLYWOOD PANEL / (` 1 II �K ~ W - Z Z CO m Q VI Q W—Q O -O (� z O FIN15�-I FLOOR Z - �pZO= NOTE: ATTACH MT-2 TO THE 3/4" o Z y 2-1:0 :..--t81:17-- W a W PLYWOOD WITH E 1200 SILICONE, CLEAR. > W W a W W LINE OF FIELD G am as to °W34W aK _ cz y W W y y '1 F- ° z to w m C�il. .-.-."'"n° cl-cien Seni:EitM (NO SUBSTITUTIONS). APPLICATION RATE r' , , N W o x a 3 z 3 W ; A W JOINT TYP. / 1 OZ PER 1 SF. MEN S I WOMEN'S U O V m Q F=w Z O N S W to V 1I ��`OW. o N�WS� ViF-o 61'.:19-0" ■I 2�-�' o� E;22i!Z ii:DENIM PASS THRU - DETAIL GYP. WALL J PASS THRU - ELEVATION (ROOM ONE / ROOM TWO / ROOM THREE) C E:::-02127NM 02EA127NM Z O x V� =� Z p W m� r my o a THIS DETAIL IS FOR tal Wd O �VOtvV .1-2,-...z.,-,-, II {- OX EQ. 3'-0" a��-y dl_oOZ >-W-0,0 W / ~p Z N V Oi Q a O 4'-0 3/8" REFEREN CE ONLY P-8 a 1 WD-2 f / / , \ / ,, GYP. BD. PLYWOOD ��n-} 4�2R.p ao3�=° ONWx p 0,(/)J° O VgGt,y.1 - F O L to y aC m ''''.1'401-• y Joy N FOR EXACT PASS THRU CONFIGURATION, REFER TO r RE ER T E EY. U W z Z „°3 J y V aL'W z z Q'X 1=Z�_ Q Z 4�p 6 y V t-0 V ti=Z Q�r� _..c. ,,�W _W►-Z "CONSTRUCTION FLOOR PLAN" REFLECTED LIGHTING B.D. (E) STRUCTURE W=g=Z o Z a L. =X Q Z PLAN" N'= W y°� m� y= <�-W 'T.- D W Z— W— p W x x SURFACE MOUNTED 1W�Y-i-W N s 0...-N m ...w-..... t d'zo. MIRROR (AS W�yaW CZ Wes° WQ1--=WQ SEE A02.4 FOR FRAMING i G OZZOZ V ZOZZy� .c.1.,<` "' °�xoo �-o�W Vy y w-�- 3 33a° cn r cn z a►-w 1-6 0 1= a1-paw �o� a z- z t,.. m mym o o Qoac 3e �3°1-xWpz W� p � SCHEDULED) - SEE (OR STRUCTURAL DRAWINGS, IF PART OF THE SET) _ W w W V ,M00..4.= W= w_ / \ 5!8" GYP. BD. ON 11 °oa.� Z mZ=NQ— x�w=u7V1Q DETAIL D/A13.4 i +12 -0 A.F.F. —W p O W Z O at.O.n w)-(1.1--...Z 0-w m m Ei w w- 3-5/8" METAL T.O. PLYWOOD '_- �•''� `_�' ae x a aG w x z x z W a a=a / I aL1-Vo_m W Q 1-<m<o70 V1--a .-Z W y= / // /I �. STUDS @ 16" O.C. 0� P-8 f _________. cv 0 1/2" F.R.T. PLYWOOD OVER REGISTER (PAINTED IL" " S+101-9 1/2" A.F.F. �-- O o 5/8 GYP. 80. ON 3-5/8 TO MATCH ADJACENT WALL)/ I/ METAL STUDS @ 16 O.c. SE M GHANICA T.O. DENIM PASS TI-�IRU \ N 4'-0" A.F.F. ` E E L OPENING / I //PLYWOOD SEAM WD-2 DRAWINGS I \ , 0 o / , / / EXIT SIGN , ; PROVIDE 3 5/8 \ \ r i CNI 1 N " METAL BLOCKING 1 j 1 , \\ V ( I 1/2" x 1/4" METAL g \ MT-2 <t 'F' REVEAL - FRY I \ BRAKE METAL // ` I`' .. S121-0" A.F.F. cn - REGLET T.D. SOFFIT (DRMF-50-25) \ / E- 6" s ALU?iFIt4. INS - v / V 1/2" X 1/4" METAL REVEAL i. / w DED � I - \ / „ O � PROVIDED SY OWNER, ; INSTALL • BY G.G. I I \N / w E= O � INSTALLED BY G.C. (DENIM ■ l Q a SIDE ONLY) �; I ( it\ ( OPEN TO ! I Y w == _ _ I� 11 ! I MEN/WOMEN i ! U Z w I EFR TO AO3.1 n: SALES AREA A N I T.O. DENIM = �t _ i I� � !� i WD-2 11 �'�/ �� Q I PASS THRU IN IN •CT OR GYP. ' I f I / N I" j O PLYWOOD i ( I SD. SEE REF. / N ,1 I i 0 N / o EQ. 3 -0 Eft / \ t w DENIM AREA ' " CLG. PLAN (\\ / 000 1 1 w z N _ o SALES AREA �� I // , , , 1 a C U) +36 A.F.F. 1 1 1 Q N 1 1— i / 3l4 F.R.T. PLYWOOD W/ 1M o Z� " KERF GUT - (SEE PLYWOOD SEAM I {; +�I t } i j ' // \ 1 Qt BREAK METAL PANEL j i I ; / 1' i O i 0'-0" A.F.F. DETAIL G, THIS 1�, I I BAND AROUND THE 1 FINISH FLOOR SHEET) \\\VI// rI // v v � ' t'' Z DENIM PASS THRU i / ; Z 1 I 0 (.0 A I 1 / N i i •12.8 ; / i— '�Z M il , \ l , I I n I M £ O N U NOTE: TUCK BRAKE METAL NOTE: TUCK BRAKE METAL 0'-O�� '�/ O Q U vs •• AT ENDS AT ENDS FINISH FLOOR U- 3 w -) Z_ Ct , *: (x >- Cr -- 3Z E- 0- V a N Ca. MEN'S / WOMEN'S PASS THRU HEAD L DENIM PASS THRU HEAD H PASS THRU - ELEVATION (DENIM ROOM) B o -+cc .4c ocno 02DA127LONEAD 02DA127HONEAD 02EA127BODENM a. ° c.) w w 1.11 • 0 _ 0Glw THIS DETAIL IS FOR THIS DETAIL IS FOR REVISIONS: REFERENCE O N LY REFERENCE ONLY d REQUIRED BY: DATE NDL aBLDG. DEPT. M 08/12/ 0 FOR EXACT PASS - THRU CONFIGURATION, REFER TO "KERF" CUT A1111111111111111111111111 FOR EXACT PASS - THRU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" 4 REFLECTED LIGHTING _ "CONSTRUCTION FLOOR PLAN" $ REFLECTED LIGHTING -_■ PLAN" rn PLAN" , VARIES - REFER VARIES - REFER -IL- ——— TO CONSTR. PLAN TO CONSTR. PLAN ' SEE A02.4 FOR FRAMING 3/4" F.R.T. PLYWOOD W/ - NOTE: TUCK BRAKE METAL AT ENDS (OR STRUCTURAL DRAWINGS, IF PART OF THE SET) PREFIN. BRAKE METAL TUCK ENDS " SEE A02.4 FOR FRAMING " MT--2 AP 1 MA X (OR STRUCTURAL DRAWINGS, I F PART OF THE SET) ROOM THREE" GAP �- ■ m .INDICATES NO REVISION TO THIS SHEET J/ I I PROVIDE 3 5/8" :, „f I METAL BLOCKING _ - _ �.M 'te'' SHREMSHOCK ME 1 . 'g I P-2 f + a Shremshock Architects, Inc. Jr . : 4'-0 3/8" 5/8° TYPE 1x1 i/2" F.R.T. PLYWD. _=z J Zz= GYPSUM BOARD WALL 0/ 5/8" TYPE 'X' I 1 , E o tL E Gerald S. Shremshock,Architect V- " _ " v- " GYP. BD. ON 3-5/8 o� ac q Sunbury °i' ' " i I 6130 S. Sunbu Rd. Westerville, a t: 614 545 4550 f: 6104 545 4555 1 q 3/4 = 4 7/8 1 q 3/4 METAL STUDS @ I6 I 1 L l§S J I L_===.=4.0.11;_ri=. .=_. _=._..=.....41 1/2" x 1/4" METAL 'F' I °'-z I -'- --: -, , 3/4" ;. � 3/4" - D 2 f 3 + 4\..,5\ /4 3/4 — REVEAL FRY REGLET W - (DRMF-50-25) ALUM. - _—_ in 0 �� . , ' FINISH - PROVIDED 4 1/2" X 1/4" METAL �_ INSTALLED BY G.C. REVEAL PROVIDED II� " >Z �" I . i ��,..I (TYP. BOTH SIDES) BY DINER 3/4 " " 1 1 0 GEL . r;.th .1 1 M A 3l4 4� REVEAL FRY REGLET = r�-—.---•—. INSTALLED SY G.C. _ -(DENIM SIDE ONLY) (DRMF-50-25) ALUM. S — d c� 1--- --I Al2.8 FINISH - PROVIDED . ''� ,�r 1/2" FINISI-1 GRADE _ �` T _ INSTALLED SY G.G. �,- 4 3 PLYWOOD PANEL A FIELD JOINT (TYP.) =IIIIm � }' �� Al2.8 �' "DENIM AREA" `" 3 5/8" METAL FRAMING w tall = 411 FRENCH CLEAT - 3/4" EQ. 3'-0" EQ. WITH METAL BLOCKING F.R.T. PLYWOOD - REFER / DATE ISSUED: 06/25/10 TO SECTION A/Al2.8 3/8" F.R.T. PLYWOOD DENIM AREA SALES AREA g VARIES - REFER VARIES - REFER TO CONSTR. FLOOR PLAN / VARIES - REFER DESIGNED BY: M H TO CONSTR. PLAN TO CONSTR. PLAN DRAWN BY: J E B CHECKED BY: K M M 3/4" F.R.T. PLYWOOD EQ. 31-0" EQ. " _ 3/4 F.R.T. PLYWOOD • I I W/ BRAKE METAL . . LINE OF METAL I I BAND AROUND DENIM THIS DETAIL IS FOR PASS THRU A 41-1 7/8" PANEL ABOVE I ( PASS THRU Al B / e (TYP.) MT-2 1 • 12.7 REFERENCE ONLY DETAILS .r � FOR EXACT PASS - THRU CONFIGURATION, REFER TO , "CONSTRUCTION FLOOR PLAN" 4 REFLECTED LIGHTING DRAWING NUMBER: PLAN" /'///_. MEN'S / WOMEN'S PASS THRU - JAMB , , DENIM PASS THRU - JAMB , , . : G DENIM PASS THRU - PLAN , �. . 4/;,T..•1 A 1 E�n 1.1 r4 i.1. L1,, �a T j��l� r_, , 1 E ._J_� 1 ,11 E , _ DETAIL IS FOR DETAIL IS FOR RE - ' NCE ONLY RE - ' NCE ONLY FOR EXACT PASS - THRU .► iGURATION, REFER METAL FRAMING W/ 1/4"-20 x 2 1/2" TEK FOR EXACT PASS - TI-RU . IGURATION, REFER 4 TO "CONSTRUCTION FLOOR PLA' REFLECTED (WOOD TO METAL) AT 16" O.C. (MAX) TO "CONSTRUCTION FLOOR PLA'' REFLECTED Z LIGHTING PLAN" EACH DIRECTION. LIGHTING PLAN" o ...... -. SEE A02.4 FOR FRAMING " LIQUID NAILS BY G.C. i P' q/16" F.R.T. PLYWOOD * 1"X3" F.R.T. W*•= SEE A02.4 FOR FRAMING (OR STRUCTURAL DRAWINGS, IF PART OF THE S BLOCKING W/ 1/4"-20 x 3 1/2" TEK '••.D (OR STRUCTURAL DRAWINGS, IF PART OF THE S V !8" TYPE 'X' GYPSUM BOARD TO METAL AT i6" O.C. -r.CH z = ) (MAX( CC DIRECTION. (INSTALL - -1 S THROUGH ••E DRYWALL INTO MET' TUD FRAMING) CD c - z 3 5/8" METAL '- .MING METAL FRA . W! 1/4"-20 x 2 1/2" TEK __.. - Z (4000 ETAL) AT 16" O.C. (MAX) Z O 5 1/2" IiiiiIhhl2h i/4"1111111111A0b31- I. E1 ' ill NNW mai W y �.�g error r fo _% ---„---;VAPTAW— — may _ - �.-. : '►mot:7._.1 -1 �"f'�:�.� _ S SLIDE IN IN 7 13/8" 1 3/8" P:::: !c:u CT 8" 10 MIL WOOD VENEER PANELING .- „ �� EI ��E�1�I� E _ .. I/4" 1/4" OVER q/16" F.R.T. PLYWOOD _ " —�i.� , i� �► - _ - 1u b- 1 cv re F Aormarif AAA - q/ib" 11 -" $ 3/4" F.R.T. PLYWOOD W/ #8 . E cr X 1 1/4" LG - S AT 16" O.C. (MAX) 1" EACH DIRECTION. \STALL SCREWS AS SLIDE) El)> r NAILS PROVIDED BY G.C. F.D. 3'-0" F.D. Z LINE OF FIELD JOINT z a I ! to m V Q a WZtnm iZW J O vOV0 t,..aNO a. - i„,= �pd�3g W _ a 0=N p W 3 a w O WSW"O N W wN� ,Z,T.to Z Vi w R1==O p NWZOd 1-� �--W �w X 03W OQOOL,NJa V C- -Q a Z O p W d Q N=t1' ps 0 /07 • 0 /07 V-m'i-,.-� QW..„, OV O�ON OW.O'L.'''. N eg W=c O N~U N 3" _ 1'_0 3" = 1'-0 zz4°z !jw : W: aW2 S THRU - DETAIL S THRU - CEILING ASSEMBLY �42A128J0 � 02A128GGAS ` N a. <zZ� � Z�=„... att5F c,-R�5 FOR EXACT PASS THRU CONFIGURATION REFER TO FOR EXACT PASS THRU CONFIGURATION REFER TO FOR EXACT PASS THRU CONFIGURATION REFER TO Z a o 0>-,..,=== ” it " "CONSTRUCTION " " 11 " ii p tnzz WWO6adv ►-at,aZ� , , , OW Km ° a!_9 .Z 1-- T HIS DETAIL THIS DETAIL IS FOR CONSTRUCTION FLOOR PLAN t REFLECTED LIHTING PLAN THIS DETAIL I S FOR CONSTRUCTION FLOOR PLAN * REFLECTED LIGHTING PLAN THIS DETAIL I S FOR CONSTRUCTION FLOOR PLAN 4 REFLECTED LIGHTING PLAN IS FOR NOTE: INSTALL MIRROR AFTER WOOD PANEL ...,-,-,12.,= d W,,..0 W a-c.,,O � t.. to �-�Oj REFERENCE ONLY ASSEMBLY CLEAD IREFERENCE ONLY REFERENCE ONLY REFERENCE ONLY !:::;1:(OR STRUCTURAL DRAWINGS, IF PART OF THE SET) (OR STRUCTURAL DRAWINGS, IF PART OF THE SET) (OR STRUCTURL DRAINGS, IF PART OF THE SE'T) :W: W <a p i W 0a SEE A02.4 FOR FRAMING u u ,.7.0. ,O"..W 08. ,,„= W (/)V, �'m t/1 w - f/f -JON N ON w=t9 O�N 0 (OR STRUCTURAL DRAWINGS, IF PART OF THE SET) 7/8" " =W Z a o • W li 2±-'t.-3. 3/4 F.R.T. PLYWOOD AS 3/4 F.R.T. PLYWOOD AS v - . 3`,H . ~•=Z 11 7/8" - -- FRENCH CLEAT W/ #8 X 2 1/4" i i 7!8 FRENCH CLEAT W/ #8 X 2 1/4 „=s O �' W Z a N►-W W Z - ?O .,, a��aZ �� LG SCREWS AT 1b O.C. (MAX} i 3/e" LG SCREWS AT ib O.C. (MAX) p W N W= p,,W-- / _1 " / " �za��W zNHWtn� ZY=�p� W a y a{,,J tx Z a t-. p W= '.-.'5'.....1 1 3/8 EACH DIRECTION. (INSTALL / EACH DIRECTION. (INSTALL N, ,=o „o o m W O y to O= it t 1 a I i zc9,°,,° F-v vO N°C ►-c9 J�=�-H / /1/3/6" / I SCREWS TNROUGI-! 5!8 TYPE X / y SCREWS THROUGI-I 5!8 TYPE X 3 E -Q 3 W ,2 a a Z 3,3 65 I GYPSUM BOARD AND SECURE GYPSUM BOARD AND SECURE °cx°�^v z cl z V;4=-(1-A z g 82 v;t!t TO METAL FRAMING) TO METAL FRAMING) m°w w°N° p a n g,-3 h:j1 WWWO W V Wm00_W=t 3.H ciay)o ZW{n= 11 II N REFER TO �- REFER TO /nom ^r2 P --- _ i ——- REFLECTED N --- _ —— — REFLECTED V Li- ----. -.4 - I -v : Li CEILING PLAN ---�- '1I - cv CEILING PLAN `- O - - - I ' I f = N -- --- 1f � �� --- -- N '� ' - 11 \" - ' I if � o 1/2" 1/2'' x 1/4" METAL 'F' 1 1� kiwi . �iR �� t: �E IN _ /;; t ■1 i " REVEAL - FRY REGLET t Ii I1 _ , - - - h O • (DRMF-50-25) ALUM. N �/ m LINE OF 4000 PASS-THRU N m 0 r U b- _ LINE OF WOOD PASS-THRU N FINISH N r r i _ i ID 4d k...11 i Q 11 �/ I 11 E ► r If PV 10 MIL WOOD VENEER PANELING ,t N � a N ,� a " .. �,,,;�, : I N a� 11 - 0,0>t N - � OVER 3/4 F.R.T. PLYWOOD I E _ 11 ��/ __ E 1 10 MIL 400 VENEER PANELING w . _ ► iissss�s�AB:�s��i��is�siirAI �r 10 �/ ! -- sr — 10 ` _,,.-„.,,�,.�.,,. OVER 3/4” F.R.T. PLYWOOD .._...}, "•M�• ' 1 " .. i-- N �, _,... ,,.,-,. ,, U f - 3!4 •F.R.T. PLYWOOD W! #8 X 1 V ' 1/8" U , N�` 3/4" F.R.T. PLYWOOD W/ #8 X 10 1/4" LG SCREWS AT 16" O.G. 0 W- ))- = 11 11 i/4" LG SCREWS AT 16" D.C. iii - 0 �y� i��I� if If (MAX) EACH DIRECTION. H LIELIIELIEL es AX ACH DIRECTION. L.�.'' � �1� i� ` �� ii (MAX)( ) " kl (INSTALL SCREWS THROUGH 3/4" Q IX 0- �,,". _ N / (INSTALL SCREWS THROUGH 3/4 Ma f ` F.R.T. PLYWOOD AS FRENCH U �' c.R.T. PLYWOOD AS FRENCH j Z W -- , - 11 ilioi001000 CLEAT ` LEAT) A < W" r 10 o c: a" N I a i/2 FINISH GRADE „ / u PLYWOOD PANEL �� ;U 3/4 F.R.T. PLYWOOD AS N , 3/4 F.R.T. PLYWOOD AS O f �� FRENCH CLEAT W/ 1/4"-20 x 3 FRENCH CLEAT 41 1/4"-20 x 3 p op f 11 i/2 TEK (WOOD TO METAL) AT I/2 TEK (WOOD T ET L) T W z" l) I b" O.C. MAX EACH DIRECTION. • u7- 1i � 16 O.G. (MAX) EACH DIRECTION. � ( ) Q N G-3 FRENCI-I CLEAT 3/4" N (INSTALL SCREWS THROUGH 5/8" �� (INSTALL SCREWS THROUGH 5/8" - O �� F.R.T. PLYWOOD 1 TYPE 'X' GYPSUM BOARD AND ` TYPE 'X' GYPSUM BOARD AND CY O 1/4 CLEAR MIRROR U ( ,� ` = t/f O SECURE TD METAL FRAMING) SECURE TO METAL FRAMING) •'Z' CHANNEL TRIM - BRUSHED 3/8" F.R.T. PLYWOOD 1 I 5/8" TYPE 'X' GYPSUM BOARD i 3 5/8" METAL FRAMING WITH .. Z STAINLE55 STEEL OR#TAINLE55 3/4" F.R.T. PLYWOOD 10 ri WALL jj ( METAL BLOCKING 0 E— NICKEL FINISH USING 6 1/4 HD X 1 1 - 0( ) ri 1 �/) / N 3" LON PI-IILLIPS BU LE HEAD " 1f \ 11 G-3 �' �? M G G 1/2 If // 11 1 i NAILS PROVIDED BY G.C. Q S @ 18" 0 G M MIN - U �/ if i/4" CLEAR MIRROR OVER 1/4" i , _ N C-REW AX ( 2} 7/8" F.D. - REFER TO 1f �/ 11 i F.R.T. PLYWOOD PROVIDED BY e tx O U AGR055 TOP BOTTOM FRAME 36" I /Ai2 7 ii 1f N E Q O.G. MAX. - VERTICALLY 11 " dj G.G. (SEE MIRROR MASTIC if 3 0 O� W W- 1 3/4 F.R.T. 10 SPEC. AND PLYWOOD PAINT LINE OF FIELD , 10 MIL WOOD VENEER PANELING Z .. a. O IS = "_ JOiNT SEE Ii � PLYWOOD W! 1/4 20 �1 SPEC NOTE ON DETAIL L/A13.4 �' OVER 3/4" F.R.T. PLYWOOD - 3 O tI:x 3 1/2" TEK WOOD 10 ELEV. / u , , !- • Z a. 01/05/07 �� ( " u 3 5/8" METAL FRAMING WITH �r 5/8 TYPE X GYPSUM BOARD C) V) ••6" _ 1'_Q" if `/ METAL BLOCKING tr a.TO METAL) AT 6 �. a WALL W X W- 1i D.C. (MAX) EACH 1, ,,!! a�/i " "_ o - c a - O o PASS THRU JAMB (WITH MIRROR) _ _ L If � DIREGTloN, ,N 3/4 F.R.T. PLYWOOD wr 1/4 20 020 A128L0 DETL U S co a. V W tlI 11 (INSTALL SCREWS ` 3/4" F.R.T. PLYWOOD W/ #8 X 1 U x 3 112" TEK (WOOD TD METAL) a. E • to _ to CI W If THROUGH 5/8" TYPE N i/4" LG SCREWS AT i6" O.C. U AT ib O.C. (MAX) EACH T H 1 S DETAIL I S FOR / 'X' GYPSUM BOARD �� l (MAX) EACH DIRECTION. DIRECTION. (INSTALL SCREWS REVISIONS:II ,f \,� D WALL AND SECURE N (INSTALL SCREWS THROUGH 3/4 If THROUGH 5!8 TYPE X GYPSUM REQUIRED 8Y: DATE REFERENCE ONLY �f 19 TO METAL FRAMING If F.R.T. PLYWOOD AS FRENCH U BOARD WALL AND SECURE TO w� c �.nc, oar, cowuoas oa/1z/10 k0 1\ Ii �� If / METAL FRAMING'� w/rnRROR N CLEAT} u U l I n )SEE A02.4 FOR FRAMING 10 1� 4 -0 A.F.F. U I - 4 -0 A.F.F. (OR STRUCTURAL DRAWINGS, IF PART OF THE SET) 11 �-FRENCH / T.O. FRENCF-I 11 T.O. FRENC1-1 CLEAT VERIFY U CLEAT VERIFY it __ �/ � �'� 11 ,. � _ ( ) 1f .� ` ( )9� CLEAT—� 11 �/' / r- if 3/4" F.R.T. PLYWOOD W/ #8 X 1 If �/ I �/�/ 11 ��If 1/�� if __ _ 1/4" LG SCREws AT ib" o.C.1_ is i j / �, , U .._, �/ MAX EACH DIRECTION. 11 �/ �/ 'p; N .. � (INSTALL SCREWS THROUGH 3/4" - 11 w ,I 111 % 3/4" If �O�% F.R.T. PLYWOOD AS FRENCH If � t A � �/ - a ,� � 3/4 F.R.T. PLYWOOD A5 U � ._ i N / - Si� p� FRENCH CLEAT W/ 1/41-20 x 3 11 - �/ CLEAT) 1/2 TEK (WOOD TO METAL) AT 1��► ► ' ) /I 3/4 F.R.T. PLYWOOD AS N ,/ / VIP ,e " if ( , :INDICATES NO REVISION TO THIS SHEET 10 �/ �/ f� �/ 16 O.C. (MAX) EACH DIRECTION. I FRENCH CLEAT W! 1/4'-20 x 3 10 �/ 11 a% �/ a 1/2"ii I s // (INSTALL SCREWS THROUGH 5/8 N 1/2 TEK (WOOD TO METAL) AT If 11 �// I I If / " ;el- 11 ��/ �% 11 s/ TYPE X GYPSUM BOARD AND U I6 O.C. (MAX) EACH DIRECTION. SHREMSHOCK 1f U, , / I SECURE TO METAL FRAMING) 10 , / r (INSTALL SCREWS THROUGH 5/8" N -S-......\. °N ; b// ----4-, , i 1 Shremshock Architects, Inc. " If 1 P �/ N TYPE 'X' GYPSUM BOARD AND 1/2 11 1 �f " " Ii SECURE TO METAL FRAMING Gerald S. Shremshock,Architect 10 N , 3/8 F.R.T. PLYWOOD W/ i/4 -ZO 11 /4" Ii , U , u U ) 6130 S. Sunbury Rd. Westerville,OH 43081 ifr ,/--" 1/2" x i/4" METAL 'F' If 11 `/ x 3 ill TEK (WOOD TO METAL) 11 i� " t: 614 545 4550 f: 61 4 545 4555 ,/ • N 1i 1o/ N AT 16" O.C. CH if 3/B F.R.T. PLYWOOD Ni' 1/4"-20 REVEAL - FRY REGLET f a a� - -.-„--,• II (MAX)( } II 1 1 1f IS / ( U x 3 1/2” TEK (WOOD TO METAL) - - - ` DIRECTION. (INSTALL SCREWS (DRMF-50-25) ALUM. 1f N ( i n m THROUGH 5/8TYPE 'X' GYPSUM AT ib D.C. (MAX) EACH ; & k i1 U /i DIRECT{ON. (INSTALL SCREWS ' '✓ `' -" ;'�" �`I II % 1 BOARD WALL AND SECURE TO N ,. iiiisiisii issAArAw��iii� \ �- 10 11 `/ I f u t I :, ��W��_� �.�.��►�� >� 11 11 ►� METAL FRAMING) �� .1 THROUGH 5/8 TYPE X GYPSUM C l\- i! - BOARD WALL AND SECURE TOA li 1/8" u 3/4" F.R.T. PLYWOOD W/ 1/4"-20 } METAL FRAMING , 11111111111111111111116. 1- I kw' ,/ 1f `/ x 3 V2" TEK (WOOD TO METAL) U N III'��Ar��A�� AT m-- 101 1/ - �/ 10 �/ " U 10 MIL WOOD VENEER PANELING 'vt � P ,; ��, i �J-L�-' �/ �/ 1 f 1/ AT 16 O.C. (MAX) EACH � N � � "111. �.%lb. �``�""`i�=� ø �� 11 ,/ 11 Ø + OVER 3!4 F.R.T. PLYWOOD / i 1f , DIRECTION. (INSALL SCREWS U u "_ - .- -,•— 11 " 3/4 F.R.T. PLYN�OD W! 1/4 20 ., ` `� } : �� 11 � THROUGH 3/4 F.R.T.F'X'T PLYWOOD 11 1/2" '� t : %r4 , 11 ,/ INTO 5/8 TYPE X GYPSUM 1i x 3 1/2 TEK (WOOD TO METAL) .1 a/. a/. If 0 BOARD AND SECURE TO METAL U `0 AT 16 D.C. (MAX) EACH t-: F.R.T. WOOD U i 1 1 rRAZI MING) b� DIRECTION. (INSTALL SCREWS BLOCKING i -`- *'. -S ...1°� _ ``�',�' ,.- -i THROUGH 3/4" F.R.T. PLYWOOD 11 4\0°1, CHANNEL TRIM BRUSHED it 1/2" A . / I f INTO 5/8" TYPE 'X' GYPSUM DATE ISSUED: 06/25/10 1/2 FINISH GRADE PLYWOOD ,- 11 STEEL OR If �/PANEL U -. ..,- ,�"-STAINLESS STAINLESS NiCKEL FINISH USING 11 `/ +r,` BOARD AND SECURE TO METAL DESIGNED BY: CS - 3/4" 1j = �ir/ #6 (1/4 HD} X 3" LONG U - FRAMING) DRAWN BY: CAB FRENCH CLEAT 3/4 F.R.T. PHILLIPS BUGLE HEAD SCREWS N NAILS PROVIDED BY G.C.INE OF FIELD JOINT 11 / m '_ • - SEE SECTION 11 �/�� _ _ CHECKED Y_ --.-� � - :. .�....-.� R H W 1i i/ 11 LINE DF FIELD JOI T - SEE,/N r�� a�a� # 3 " O . MAX. - VERTICALLY j `�'�� 1111 I ►� WOO D 1 3/8" F.R.T. PLYWOOD 1 IL D -0 A.F.F. 11 0 -0 A.F.F. �,,.. - -- �� .,..-, FIN 15N FLOOR 1,1,�..-- --�- — ..-.�. FINISH FLOOR 14\_______ 0 PASS THRU 1 3/4" F.R.T. PLYWOOD 10 MIL WOOD VENEER PANELING DETAILS F.D. - REFER TO OVER 3/4" F.R.T. PLYWOOD L/Al2.7 / SCRIBE BASE DRAWING NUMBER: li SCRIBE BASE 01/05/07 01/05/07 01/05/07 01/05/07 - 1 -0 3 - 1 -0 3 _ 1 -0 3 _ 1 - Al)/ „,, , 7 ,:: PASS THRU - JAMB ,_, K WOOD PASS THRU - PLAN ASSEMBLY , ,, G WOOD PASS THRU - SECTION ASSEMBLY , x :1,7, D WOOD PASS THRU - SECTION ASSEMBLY , �� Q DD F.R.P. 4 SCREEN MOLDING INSTALL 1 1/4" DIA. ALUM. PROVIDE SOLID BLOCKING SYB. DESCRIPTION • (3) SIDES FROM FINISHED CONNECTOR RAIL SYSTEM BY FOR CONNECTION TO WALL. FL**- TO 48" A.F.F. JULIUS BLUM $ CO., INC. OR SEE DETAIL /Al2.5 APPROVED EQUAL GENERAL CONTRACTOR TO INFORM OWNER IF LAVATORY INCREASES IN SIZE OTHER THAN WHAT IS SHOWN TO ME ®1 HANDICAP REQUIREMENTS. li 41 GRAS SARS: 1 1-2" DIAMETER METAL GRAS BARS (REFER TO DETAIL D-4/A13.1) MUST COMPLY WITH LOCAL AND �A � _ Z ' ,�� O 2 STATE CODES t 1 44111 �1/ 5'-0" HANDICAP TURNING DIAMETER TO BE PROVIDED IN HANDICAP LAVATORIES. ` Z = LI 32" x 48" MINIMUM CLEAR i ,. FLOOR SPACE CENTERED ° S4'-o" A.F.F. 8'-0" A.F.F. ~�""' T.O. WAINSCOT 4 . HEAVY LINE INDICATES EXTENT OF F.R.P. [SF-I], ON WALL: 36" ABOVE TOP OF SERVICE SINK AND 12" (MIN.) UNDER LOW DRINKING . , , 8.0. CEILING — _._. — T ® BEYOND EACH SIDE OF SINK. CAULK Al F.R.P./SINK AND SINK/FLOOR WITH WHITE SILICONE CAULK. FOUNTAIN UNIT ' , ■. \ �� ! \ METAL TRIM E Z , 2 41 / _____ \I\MOPSINK STORAGE SHELVES: GENERAL CONTRACTOR TO FURNISH AND INSTALL (5) 16 DEEP ADJUSTABLE / , y tt P-5 E ® MELAMINE SHELVES /' ■ ��/ �` - < I ii p�I 0 NC-1 �, 1 �' Q. HI-LO DRINKING FOUNTA '., 11. - • a i ■ . 1 • . _ ■ t Z LAVATORY STORAGE SHELVES• G.G. TO FURNISH AND INSTALL (3) 14 DEEP ADJUSTABLE MELAMINE SHELVES TO , LL.1 30" W/FRP WALL W/ RAIL SYSTEM 0 ® BE 30 LONG WITH CLIPPED CORNERS. � �041 t _ cc — I_ " O CLOTHING H00K: GENERAL CONTRACTOR TO PROVIDE AND INSTALL A CLOTHING HOOK MOUNTED AT 44" A.F.F. TO ADD STRAGGED TILE 4 0 A.F.F. EW ON (3) SIDES FROM iii) CI ®Q BE ALUMINUM FINISH, NO. 500D BY BUILDERS BRASS WORKS (OR EQUAL) MOUNTED TO SOLID IN-WALL BLOCKING. T.O. WAINSCOT FINISHED FLOOR TO PROVIDE CONTINUOUS COVE STRIP t LI , 48" A.F.F. AT PUBLIC co E cr)GLASS MIRROR: 18" X 36" X 1/4" PLATE GLASS MIRROR (ALL EDGES OF MIRROR TO RECEIVE SLIGHTLY CURVED ACCESSIBLE DRINKING �� w 8 EDGE WITH SMOOTHED OR POLISHED FINISH W/ TOP 4 BOTTOM "J" CHANNEL SET MIRROR IN FULL BED OF FOUNTAINS THAT ARE ►1 E O A " A SIN VISIBLE FROM THE V MASTIC) PROVIDED * INSTALLED BY G.C. MOUNT BOTTOM OF MIRROR T 40 .F.F. CENTER ABOVE K, REF. SALES FLOOR 4444 � =.g ' < i V`1C-1 1 TO H/A13A FOR MOUNTING SPECIFICATIONS. �I' a' . I b ,,,:fr,44 5-6 I . k __ a: 1 GLASS MIRROR: 24" X 48" X 1/4" PLATE GLASS MIRROR (ALL EDGES OF MIRROR TO RECEIVE SLIGHTLY CURVED i, t 401-o" A.F.F. < I 5-6 I( _ _ �`` ® EDGE WITH SMOOTHED OR POLISHED FINISH) W/ TOP 4 BOTTOM J CHANNEL (SET MIRROR IN FULL SED OF Fc_2 ' FINISI-I FLOOR MA5 IC PROVIDED * INSTALLED BY G.C. CENTER 4 MOUNT ON LAVATORY SIDE OF DOOR WITH TOP/MIRROR @ 70" VINYL TILE T ) ROV G t . . A.F.F., REF. TO M/A13.4 FOR MOUNTING SPECIFICATIONS. h WATERPROOF MEMBRANE 2 UNDER VINYL TILE t 7 AND UP WALL 6" > J CORNER GUARDS:�� PREFINISHED METAL CORNER GUARDS OWNER SUPPLIED 4 INSTALLED BY G.C. MOUNT BOTTOM (E) 5U8-FLOOR 1 o OF GUARD AT 1/2 A.F.F. (OVER SASE). HI-LO DA . . ► • . .:J Y1 to _ W ° WO y Z c1WNa la- TOILET PAPER HOLDER: 2 3/4"H X 6 1/8"L CHROME (18 A. STEEL) SELF LOCKING SINGLE ROLL HOLDER 4 1/2" w W O W 8 W ca= � �-Z Z w ,,,.Z N rx � w � f-W O V C7 Z ta.aW NV �= W p�.4Z g® FROM WALL. SOBRICK MODEL #8-264 OR APPROVED EQUAL. PROVIDE HI- DRINKING FOUNTAIN ONLY IF REQUIRED BY CODE. IF THE DRINKING FOUNTAIN IS LOCATED IN THE _ 'TH OF a _ °W 3 a W= 3 o TRAVEL, ' EXTURED AREA 1'-0" AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE. BUBBLER IS TO BE ACTIVATED = A o o a m.. =6~Z N Z HANDI ' • PUSH BAR ON FRONT FACE OF UNIT. u,w x o, 5 C.-a O W PAPER TOWEL HOLDER: 13 1/4"W X 3"L X 4 3/4"D WHITE ENAMEL OR METAL KITCHEN ROLL-TYPE HOLDER. a a W=:::, N 12 808RIGK MODEL # 8-253 OR APPROVED EQUAL w�w�[\ =w3 v v0� N22Z G N3 W 0"VUN to N.T.S. 6 �1 -0 1/2 .1 -Q ZWa�z ;: !Z� W�oaN IfLO DRINKING FOUNTAIN BASE DETAIL 0 VINYL/V.C.T. F WAINSCOT ELEVATION (F.R.P. OR SIM.) C W=�� 2"; 023A131J2DRHK 0213 ASE 02EA131COWAIH z FRICTION-TYPE MOP HOLDER: SINGLE AND DOUBLE STRIP - 5 H X % L STAINLESS STEEL, SATIN FINISH, SPRING ,. 13 LOADED RUBBER CAMS THAT GRIP HANDLES 7/8" TO 1 1/4" IN DIAMETER AND HOLD MOP(S) 3 1/4" FROM WALL ('5' K °m N o, i;26g;;; HOOKS INDIVIDUALLY PACKED). BOSRICK MODEL #B-223 OR APPROVED EQUAL. SIGNAGE NOTES: W Z a°P_5 r O �p: OC 1 aW°WV�W V r0 I. LETTERS AND NUMBERS SHALL SE RAISED o O o (7 ;, t--"�d QO 1/32" UPPER CASE SANS SERIF OR i I ° \ •/8" TYPE 'X' GYPSUM BOARD WALL W W,_o o 8 I � N � (/)W'Q O F- N J°t/i I I i I , W.-w ac.'°�W a 03 W C.) SIMPLE SERIF TYPE AND SHALL SE /- m o—t,;x i--_o zaz o w�r-o v � L Cii' I� � �F z OO� ip O W� Z FRICTION-TYPE H05E HOLDERS: MOUNT AT 12 A.F.F. ACCOMPANIED WITH GRADE 2 BRAILLE. �`\� ii E �� E _,.a(x . r 3 ._ L„,...., ..= 14 RAISED CHARACTERS SHALL BE AT LEAST LJ W te= °=o W Z t-° ?r-,-,(.4.1_,,t, = 6r r-w tiZQ •f..W c.-.-..L.4.--1==_ k ∎.'" A.F.F. 3 yO�WW[D t- s � " I� - ,,,,- ...,-,-;=1...,W CAW ,_ YWN O.' V O ,W U Z , J 5/8 HIGH, BUT NO HIGHER THAN 2 . UNISEX MEN WOMEN $ RESTROOMS I • T.•. PARTITION I d '=J i N" =y.T. m = =J ti} i i i - = _„.0. Nd'00�W V to 3N0= SEAT COVER DISPENSER: VERIFY LOCAL CODE OR ORDINANCE. PICTOGRAMS SHALL BE ACCOMPANIED BY AND ILE _.., 1a Z ° ° a= �, 15 THE EQUIVALENT VERBAL DESCRIPTION I °ZZZ>> Z Z=zt, Ozg ., ,, PLACED DIRECTLY BELOW THE '►� Q o f6 .1 &° W z �PICTOGRAMS. THE BORDER DIMENSI�I OF WALL SIGNAGE iP. N a w _FINISH THIS !!!! E!O W�OQ� d'WS . �W�J� ♦� t t �� " o �� N trSUw rN l.�O J�UGI 1:�''="L."�-al>� 1m ' THE PICTOGRAM SHALL SEE b MIN. IN �-- w I _ W r a W �, W d. d ciate wa t--a�Qv-,o OUI=-a r'?wttnn �n I _ _ .. _ _ .. _ .. .._ TOP .._... _- -,";� - - - - - - - - - - - - - - - - . - - - HEIGHT. ~ `U '' ►. I 8'-0" A.F.F. N Pi ":3-N cn I ',B.O. CEILING -= - - -. _ qtr, o 6 1- 7_ 01 1 P-5 I- .- 1g: - .. _ _ _ _ __ - - A. : = ••I -....- • 2. WHERE PERMANENT IDENTIFICATION 15 - 0"- 0 :::::: :: PLUMBING DRAWINGS , o � ° o >-n% � 10" A 1 I N I =DRAWINGS WOMEN I I �, IIIIWNLirle Q \ -±- ___L__},i_ 3 DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE t- NEAREST ADJACENT WALL. MOUNTING IS I I FC-5 .. V MOPSINK:, SEE PLUMBING DRAWINGS HEIGHT SHALL SE 60" A.F.F. TO THE DOOR MOUNTED SIGNAGE I I ' z �,, ® CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE L J I .� V w I- O SO THAT A PERSON MAY APPROACH — ST. -3 •'�E �, Q WITHIN 3" OF SIGNAGE WITHOUT EL •TION Y w ENCOUNTERING PROTRUDING OBJECTS OR I TIP i A Q < L Q STANDING WITHIN THE SWING OF A DOOR. 4" 4" 5/8" CEMENT BACKERBOARD : ; � � Q 0 WiLi Mill MI, A% N' -10 0 w 0 00 FC-5 I Lii z N 5-.4 ,∎0'-0" A.F.F. Q u7 b To. SEE FINISi-I PLAN III FINISI•4 FLOOR = o ' a 0 3 TOILET ROOM DOOR SYMBOL SHALL BE IN - I � CONTRASTING COLOR. ., -I�uI!P I!ii IEIII IMIIEI . Z • • 0 CO 1.-- 17" 4 NAT 2' -ROOF MEMBRANE UNDER < Cl) • Z M _ C 71'MIC TILE AND UP WALL 6" 4°� M IntU 0 V) pN V MEN WOMEN (E) SU8-FLOOR a Z ilit •: cr ao et — i 2 . - N.T.S. 6".1'-0" 1/2"=1'-0" v� �? TOILET ROOM KEYNOTES L ACCESSIBLE SIGNAGE H ASE DTL. CERAMIC TILE WAINSCOT rAINSCOT ELEVATION (CERAMIC TILE) . o +� <c ocnc� 42NA131LONOTE N.T.S. 02DA131E2BASE 02EA131B2WAIH co 6 v W o G.. ILLI • V) - cn OLa 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND SE VI5I8LE FROM APPROACHING PEDESTRIAN 54" (MIN.) WAYS. A REVISIONS: REQUIRED BY: DATE 2. OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND <1111 DASHED LINE INDICATES TOP OF 12" 42" (MN). LANDLORD & BLDG. DEPT. cogs o8/12/10 DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. LEVER OPERATED WALL TILE OR/AND F.R.P. USE MECHANISMS, PUSH-TYPE MECHANISMS, AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. HARDWARE FOR � . • TILE ONLY IF REQUIRED BY LOCA (MAX. , 24" (MIN.) ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48" A.F.F. HAND ACTIVATED DOOR OPENING 18" BUILDING AUTHORITIES 71I_gII 36" (MIN.) HARDWARE 5HALL 8E BETWEEN 30" AND 44" A.F.F. MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 L8F �' �' , . n n , 4 �) a MAX.-. / ® ® FOR INTERIOR DOORS OR 8 1/2 LBS FOR EXTERIOR DOORS. FIRE DOORS MAY BE REQUIRE A MAX EFFORT OF 17 LBS. , , , , -,- - - - T - -� -i 1_♦ 3. EACH SIDE OF AN ENTRANCE SHALL BE LEVEL WITH AN AREA IN THE DIRECTION OF THE DOOR SWING OF AT LEAST I / I o 2 I 60" AND A LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE ' MIN. m ® ® , . o. ` -' 18 11 ( "'� ? PPP-:� 14 i PLANE OF THE DOOR IN ITS CLOSED POSITION. - - _ - - - - _ _ z - l _ 59 X60 2 ® I Lu i�i -k CLEAR '' I E _ 11 3i-�p" - I / II �1 01 — -C ;INDICATES NO REVISION TO THIS SHEET 4. FLOOR OR LANDING SHALL SE NOT MORE THAN 1/2" FROM THE THRESHOLD OF THE DOORWAY WITH A SLOPE NO .,� z 20 12 (MIN.) o (� 46 MIN \ ® r GREATER THAN 1:2. FLOORS TO SE SLIP RESISTANT. —GUT AROUND MIRROR L MAX. t., — � CA ON14Y © ^ 1 �,,,, ♦ �. � —T C , \ 1 z ,i 0 S H R E M S H 0 C K 5. IF THE DOOR HA5 A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER WALL BE ADJUSTED 50 THAT FROM AN ♦ �J''4' ' a- ( v ♦ 1► / 5q" y ^ \ MOP SINK AREA © -- OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE -. x X © / �, D3 - Shremshock Architects, Inc. x ^ ^ ® I PLAN VIEW r Gerald S. Shremshock,Architect LATCH MEASURED TO THE LEADING EDGE OF THE DOOR. z z a L _ , I D2 I ,,_r,i - ® _ I , 6130 S. Sunbury Rd. Westerville,OH 43081 `• �' �J co - tic- m in _ I 1 D1 - I t: 614 545 4550 f: 614 545 4555 6. HEIGHT OF CLOTHING HOOKS SHALL NOT BE GREATER THAN 48" FROM THE FLOOR. m N n „ ��, ? i` - / WALL STANDARDS @ I z 4 (MAX.) _ : 0 \ �►' / 24" O.C. I Mil // o I- 7. THE STRUCTURAL STRENGTH OF GRAB BARS, SEATS, FASTENERS, AND MOUNTING DEVICES SHALL SE ABLE TO f _ . WITHSTAND 250 LSF POINT LOAD, BEARING, SHEAR, AND TORSION. , "OPEN" 36" 17"-1q" TO TOP OF TOILET - ( \N I z REFER TO 'DOOR ,, -"FLUSH HANDLE MUST BE ON OPEN o ( Q / I 8. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. G.C. TO PROVIDE IN-WALL BLOCKING FOR ALL GRAB MAX. SEAT o o CD r`� ,L SCI-IEDULE' FOR w BAR LOCATIONS. SIDE OF WATER CLOSET o I ,.., - ` 1 12" HARDWARE I _-;.,. ....... r ,w; GERALD q. WATER CLOSET FLUSH VALVE SHALL BE LOCATED ON THE WIDE SIDE OF TOILET (EXCEPT TANK TYPE) THE FORCE GENERIC ELEVATION GENERIC ELEVATION GENERIC ELEVATION ""'�� I o,P REQUIREMENTS �-'k_-E • rtP ;� REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE 5 LSF 1 As NOTED AS NOTED AS NOTED ) L ! do 1 ' {' 10. AND OPERATING M HANISM (SEE NOTATION ♦ r.C . ( 1 FAUCET CONTROLS ND OPERAT NG EC ( EE #2 ABOVE). �� y� 11. SELF-CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS. 8„ f3 " GRAB BAR NOTES; SINK NOTES. � � 41_0" ® Q AREA ADJACENT TO MOP 12. 140T WATER PIPES UNDER LAVATORY SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL SE NO SI-{ARP 1 1/2 MIN. AND , / SINK (WHERE APPLICABLE) OR ABRASIVE SURFACES UNDER LAVATORY. GRAB BARS SHALL NOT ROTATE AND INSULATE OR COVER ALL HOT c. THERE ARE TO BE NO SHARP, OR WATER AND DRAIN PIPES UNDER PLAN VIEW DATE ISSUED: 06/25/10 13. DRINICIt4f► rOUNTAIN ;MALL CONFORM TO REQUIREMENT: or THE ArCRICAN DI�ADILITIC: ACT 1112. :EL SOLID IN-HALL ABRASIVE ELEMENTS ON OR SINKS. NO SHARP OR ABRASIVE DESIGNED BY: M H X SLOCK,1N SECURED ADJACENT TO THEM. EDGES ARE TO SURFACES ALLOWED UNDER SINKS. DRAWN BY: J E B To STUDS. SEE HAVE A MINIMUM OF 1/8" RADIUS. CHECKED BY: " , " �E� I FAUCET CONTROLS AND OPERATING K M M 14. ALL REQUIRED DOORWAYS SHALL BE 3 -0 X b -8 (MINIMUM). M PLAN THIS I FOR TOILET 15. FLOORS TO SE SLIP-RESISTANT. '12• SHALL BE CONSTRUCTED FOR A 250 OPERATED BY ONE HAND AND MUST NOT 1 POUND POINT LOAD. REQUIRE GRASPING, PINCHING, OR 1 , 16. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 18" MIN. FROM 51DEWALL WITH RIM OF COUNTER NO HIGHER " DIA. TWISTING OF THE WRIST. THE FORCE REFERENCE O ROOM THAN 34" 1 i/Z FROM FINISH FLOOR. NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS. FOR LEVER 1 OPERATED OR 15 LBS. FOR PUSH TYPE. THESE PLANS ARE FOR FIXTURE AND GRAB BAR ILLUSTRATIONS; 1 GRAB BAR DETAIL AT WAL p_L FOR EXACT ROOM SIZES, CONFIGURATIONS AND DOOR SWINGS - '4 N.T.S. DRAWING NUMBER: REFER TO THE "CONSTRUCTION PLAN". 1 HANDICAP CONSTRUCTION NOTES , r . - , 1 , K TYPICAL EMPLOYEE TOILET ROOM ELEVATIONS k ,-, , Q TYPICAL EMPLOYEE TOILET ROOM PLAN , , Q lii, , , , 1 , f , . 11 i , 1 f� il��1�� [ � 1_� E�aJ.jE�3�.I�t�(� - CEILING TYPE - REFER TO -- REFLECTED CEILING PLAN SEE A03.1 FOR CEILING TYPE 1/6" TI-IK. x 2 1/2N 5/8" GYPSUM 5/8" GYPSUM BOARD ON DIAMETER END CAPS BOARD ON 3 5/8 N METAL STUDS @ 16" 0.C. 3 5/8" METAL STUDS 11/4 DIAMETER „ @ 16 O.C. HANG ROD WELDED 4 ", ;gAg;ER 3 5/8METAL STUDS kYNOODFUTCPLATE S. O 51_31i � 5'-3" (OR 4'-b") - SEE 0 W CONSTRUCTION FLOOR PLANS ' 4" w ,/ / � . pF *81_Oil H.D CEILING pF V 1. REFER TO N.C.F.R. _ Y _ 1 EQUAL MIRROR EQUAL �� EQUAL NANGBAR EQUAL ji it F.R. ELEVATIONS 1` ir l / / l / / ` OF NANGBAR '� "now -- -_ 7'-0" A.F. 71-0" A F i' V E _ 1 _ YT.O. OPENING • YT.O. OPENING r Z_ Z-1 6 -4 A.F.F. 6 -4 A.F.F. 5/8" GYPSUM BOARD ♦ ( -- - ♦ — Z �� TOMROR ♦ T.O. MIRROR .� 0 ( ) U Al.. I I I — ON 3 5/8 METAL _ " f t N Q L 1 ::: 2O.CMAX. 0 AF1 �/DOR OOK ►... � T ODOOR NOOK - -� �1/2" / L � DF ANGBAR x 2 //// / 5 6 A.F.F. A13.4 DIAMETER END CAPS 2 -0 — (� 1 �// OF NANGBAR I �- IN-WALL BLOCKING g /� 0/ --- 0 A13.4 r... � I I REQUIRED - /j/ PREFABRICATED HANGBAR ~ W ' SEE DETAIL 11/Al2.5 L—I CO CI MIRROR (WALL MOUNTED) I I / �� II 1 1/4" DIAMETER = 2 i - CO W I HANG ROD WELDED SECTION �; �" co Ce TO 3/4" DIAMETER 6' : T-0" 1 3/41 SOLID CORE t, I 4- ,,', E 0 OUTRIGGER RODS. WOOD W/ j 3'-0" A.F.F. ~ R / 1 OF NANGBAR a - '' 1 3/41 SOLID CORE -- ' ` IN-WALL BLOCKING /// 11\ L i REQUIRED WOOD DOOR W/ HARDWARE. , , _ _ : :::: l I��♦ ■∎ w DIAMETER END CAPS _ 1 //� o _ o %/' 1 FINISH FLOOR N. ♦ FINISH FLOOR ♦ __ 4 :7, PLAN Z N� O} �" _ �" W W O i Z Q W 41 :Z v,61 SZW WOVC7,.. O a. ~ W p .Z 2 N ..aoEv, -Wa4J RW=,..Io VI W V)= !":2 F-° wo0Z aW. _ ,Zp =L1 - 1-',1 Z 2 vi,,,,,N O W Z 3,m(-1,2 Q o,_=Q C> U~Q J Z Z O W d Q-p O.' UOUQ m :L":,-,..:= W O t�d.0 N WtiWQ\ WV� UUO� W/ 5 Q_ W = O Y/U V N Vi NO SCALE AS NOTED 3/4":1' 0" 3/4"=1' 0" o o a HANDICAP - - ZWa�z z -^=QWo NOT USED _ M FITTING ROOM HANGBAR _ FITTING ROOM SECTION _ F FITTING ROOM SECTION _ C Wz�a� N mzO m��zom o 3 W,Z 1..3 Q U- =,06.05" „_O W 5 8-1 BASE BUTTS INTO WD-3 BASE pW<I- Omyc3y Qt=.,�a<O C W Wp_O OV�GKV =�o-'¢O N ALIGN EDGE OF PLYWOOD a=_ x Z C'O~z" U xF 4.,v, w�-�''o� a�UL,�W-U FITTING ROOM ALCOVE 5/8 GYPSUM BOARD 5/8 GYPSUM BOARD .O W �, o O W/ FACE OF GYPSUM BOARD ON 3 5/8” METAL ON 3 5/8" METAL f'W. a z n "°Y;a STUDS @ 16N O.C. STUDS @ 16" O.C. W a o�, �a:1-1-.4 °w=W QQ.:: w =o3WUo}R� nA A 1A, zip >>5-) '-' 1 _ '\ \ -:L": =U. :ili .;:-:1 V t O V W �W,-Q�ti i-:if P-5 d t- O 3 U D L �N ti p W N W W- . Q !:-.7!;!°;;::: z N , �B0" A 8p0'CA- i 3W-�-- 3 3.O. CEILING 13 FILING IkI;;jiiI �Z�a°W <U- i � �ooZQ E ! aoa-3 oF-OZ�NUN SG 7-C7 HYW0 T 1 SEE A03.1 FOR SEE A03.1 FOR W 0 0 2'W S .. W ill ' , W? d}-W= d W A.-LINE OF PLYWD./GYP. BD. CEILING TYPE - CEILING TYPE =z W=a H o=Q l z CEILING TRANSITION ABOVE i Q a O !Ill W,,,2::571 IP ' ' ) j,T-0" A.F.F. 7'-0" A.F.F. T.O. OPENING ♦ ♦ T.O. OPENING N M 5/8 GYPSUM BOARD N o o ,...,... ON b" METAL STUDS 5/8 GYPSUM BOARD ON �� 6'-4" A.F.F. o �, 1 3 5/8 METAL STUDS @ 16 O.C. T.O. MIRROR � 0 II- 1 o 1 I , 5/8" GYPSUM BOARD v 0 II I 0 / (- - - o 1111110 ,�' G + ON 3 5/8" METAL i I 5,-6" A.F.F. C\II o FITTING ROOM ALCOVE � FITTING ROOM STUDS @ 16 0.C. ) N / L — OF NA GBAR N . .i \ 1 / J OS I 0 N / J DENIM CABINET > n \ I / Q (2) 3 5/8 METAL STUDS �% 1-3/4" THK. SOLID CORE j .. E W/ PLYWOOD FLITCH PLATE 9 WOOD DOOR W/ HARDWARE ) X I / ,i ,0i \\ i " cv ,� SOLID WOOD FRAME , Z L).1~1/2 PLYWOOD I �� - \ ( 5/8" GYPSUM BOARD / = EXTENDS TO FINISH �p _ iii, -- �- 5 FOR GRAS I I 1, ON 3 5/8 METAL• I \�� X111111:' @� \ �0 Y w Ci- 2'-q" A.F.F. ` r . w PREFAB. 4 PREFIN. HEAD 11:::::::::::::::::::::::::::::::::::::::::::::::::::::::::. ASSEMBLY STOP INSIDE +dOF GRASBAR � A Q w BENCH SCRIBE TO WALL 10403/04DI SOLID CORE t ' CL t� Q TRIMSNIPLOOSEFITFOR ' , II \ - Q I �� FIELD INSTALLATION AFTER I/4"-14 x 3" HWH FASTENERS , ODOR W/ HARDWARE. 0 r FRAME 15 ANCI-IORED/PLUMBED. PREDRILLED 4 COUNTERSINK " ! \ w 0 CO INSTALL W/ CONSTRUCTION AS REQUIRED, REF. M/Al2.5 k, , ! \\ w z NI WD-3 i $ a Cie � = U F ADHESIVE - DO NOT USE FACE NAILS. FOR BLOCKING DETAIL Ai^� O �i ` 2X4 F.R.T. WOOD BLOCKING / ♦ � ♦ \ _ 0 0 PROVIDED INSTALLED SY -' - ' =0, s► z G.C. o .. k N f. 0 IN=FA _iii FINISH FLOOR FINISH FLOOR �, ' 3'-8" 3'-0" 4" EQ. 2'-9" EQ. 0 = t' N 1-- MITERED LONG / / / N / O LJJ aU .. W MITERED CORNERS (U.N.O.) N 7'-0" 4 0 TYP. v� DENIM SALES AREA PROVIDE WHITE CAULK AT FRAME WOOD SCREWS @ ib O.C., / / / / L,,,_ 3 W LI PERIMETER AND GYPSUM BOARD PREDRILLED 4 COUNTERSINK Z Cr •: c - 0 AS REQUIRED H — i Z • a.vi 3"_1'-0" 3"_1'-0" 3/4"-1'-0" 3/4"=1'-0" t,, v, o ix a ENLARGED PLAN 0 FR PASS THRU L FITTING ROOM DOOR HEAD H HANDICAP FITTING ROOM SECTION E FITTING ROOM SECTION _ B i")) 7(o ac 000 NOTE: G.C. TO APPLY SMALL CONTINUOUS BEAD OF CLEAR NOTE: G.C. TO APPLY SMALL CONTINUOUS BEAD OF CLEAR\ ) i 1 - ) LU `° N _ IoW SILICONE ON SACK OF DOOR TRIM BEFORE INSTALLING - HOLD SILICONE ON BACK OF DOOR TRIM BEFORE INSTALLING - HOLD REVISIONS: BEAD APPROXIMATELY 1/2" IN FROM OUTSIDE EDGE. WIPE OFF BEAD APPROXIMATELY 1/2" IN FROM OUTSIDE EDGE. WIPE OFF REQUIRED BY: DATE ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION (THIS ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION (THIS BLDG. oar. cogs �/12/10 IS ACCOMPLISHED TO PREVENT THE HIDING OF PRICE TAGS) IS ACCOMPLISHED TO PREVENT THE HIDING OF PRICE TAGS) 7'-0" 4'-0" TIP / A / PREFAB. / A / MIRROR 5'-0" SQ. FOR PREFAB. NANGBAR • CALIFORNIA MOM* 4■1111■11M 0•111•10 I 1 1/2" 1 i/2" — -- — —. 2'-8 3/4" DOOR / 2'-9" FIN. OPN'G —. — — _ .1 I _- - ' Err -/-\-----ik—N 2'-11 3/4" DOOR / 3'-0 1/2° FIN. OPN'G (@ NCFR) — — — — —I �— — — — _ • *INDICATES NO REVISION TO THIS SHEET I- " N — — — — 2'-0" 1 1 PREFAB. / EQUAL EQUAL / 3 SCREW / 2-6 / / NANGBAR , N I II N C OF \ < 1 ( 2X4 F.R.T. WOOD G c..�►"` SHREMSHOCK 13/4 SOLID CORE . . / BLOCKING < NANGBAR BLOCKING PROVIDED 13.4 c� WOOD DOOR W/ HARDWARE. o .T . / G \ I I I E INSTALLED BY G.C. AS REQUIRED w Z Shremshock Architects, Inc. VARIES - REFER TO SF-10 w ( I - A13.4 I I� ( a_ Gerald S. Shremshock,Architect /' L If CONSTR. FLOOR PLAN I =I� I ^ °- 6130 S. Sunbury Rd. Westerville,OH 43081 er �') w z t: 614 545 4550 f: 6145454555 \ i 1,u, _ — III I - I � ,� Q i- I 1/2" PLYWOOD I i - �, \ --z= c, :' : I 1 �,z � � " ft..........__ — IA ( ,0 1 1/2 GRAB SAR I Q 'EXTENDS TO FINISI-I l ... ��i i ��i��; I (24 W) I z = cn I _`� A i FLOOR WITHIN PASS-THRU �� _ -��` I I\ PREFAB. MIRROR ' 34A" X60" / — � �l� ' �� i, �� I `� CESSIBILITY 7 BLOCKING AS w w S"s b .'�"° e"'..� a e'°ta f'xf�?r DENIM SALES ARFA .�»� - =..... � � � / I / cn �� FITTING ROOM ALCOVE / - <t I REQUIRED_ I 1 `� UARE FOR / ,j_ :_l: / w j(1 „� ” STORE ONLY / i o ,':. 1'-0" ( �.-3 5/8" METAL STUDS 2 �, , , L —_i__— —_-- -- --_ —_- , t / / \ I 1 N " " MIN. cyet I@ 16 WITH 5/8 TYPE 3 5/8 METAL STUDS i , ,, :`� • � -- �i I I X GYPSUM BOARD @ ib" O.C. 5!8" � � �' �.�� r 3" _- _ii ___ EACH SIDE F -- — — — — — — - — — — GYPSUM BOARD I -- �..,� � � a i I PREFAB. 4 PREFIN. NEAR �/ MIN . • _.- 1i '' 1� ♦ EACH SIDE ASSEMBLY TDE . IM� lit, DATE ISSUED: 0 6 2 5 1 D-3 TRIM SHIP LOOSFIT FOR 1j1 C mill I FIELD INSTALLATION AFTER I / DESIGNED BY M H FRAME IS ANCHORED/PLUMBED. DRAWN BY: J E B 1 I 1 INSTALL W/ CONSTRUCTION 4 ,_ „ " N CHECKED BY: K M M ) i 3 4 / 1 1/2 DIA. GRAB BAR EQ. 31-0 1/2 EQ. \ ' ADHESIVE - DO NOT USE FACE NAILS. / / N / / / / ROUGH OPENING (18 W) ROUGH OPENING - -� /4 FITTING ROOM 5/8" GYPSUM BOARD ON C (TYPICAL) I 0_0�� 3 5/8 METAL STUDS @ 16" O.C. J'i I FINISH FLOOR 1Y, 1 / THIS PLAN IS FOR REFERENCE ONLY I° 1 ... , : THESE PLANS ARE FOR FIXTURE AND GRAB BAR ILLUSTRATIONS; FOR EXACT ROOM DRAWING NUMBER: . ' SIZES, CONFIGURATIONS AND DOOR SWINGS - REFER TO THE "CONSTRUCTION PLAN'. 4 1 1/2".1'-0" 3".1'-0" _ 3/4"_1'-0" 3 4"=1'-0" P, i ELEVATION 0 FITTING ROOM PASS THRU K FITTING ROOM DOOR JAMB G ENLARGED HC FITTING ROOM PLAN (TYP) D ENLARGED FITTING ROOM PLAN (TYP.) A N,i` TOP J-MOLD: C.R. LAURENCE CO. INC., 1/4" DEEP NOTE: ;;;C: - . NOSE "J" CHANNEL (CATALOG NUMBER D645P ANY MIRROR INSTALLATION WHERE EITHER _ Y_ POLISHED FINISH) (800)421-6144/FAX (800)262-3299. MIRROR INSTALLATION INSTRUCTIONS. THE TOP AND/OR BOTTOM J-CHANNEL IS ' • - "• 4• 'iRRO-MAST! BENT METAL ANGLE FASTENED TO VARIES REFER TO ELEV J-CHANNELS FORMED WITH FRONT LEG AND BACK LEG 1. INSTALL METAL BLOCKING TO METAL STUD NOT MECHANICALLY FASTENED WILL NOT PALMER PRODUCTS CORP. STUDS • (N) CEILING NOT LESS THAN 5/8" AND 1-3/16" IN I4EICI-iT FRAMING - REFER TO IN-WALL BLOCKING BE ACCEPTED. (502) 883-3668 OR DEEP NOSE ALUMINUM J-CHANNEL W/ RESPECTIVELY. DETAILS 800 431-6151 / FAX 502 ••5-41253 BRIGHT FINISH (TYP. @ TOP - - A.•,0• -: • : - BOTTOM) I-IOLD TOP CI-IANNEL TIGHT E z 2. INSTALL G.W.B. OVER ROUGH FRAMING. (OIL BASED SEE FOR ATTACHMENT RE TO E/Ai3.4 - - " IL 0`ICI►!L" TO CLG. @ TOP. 1 ,, I m L/Al2. FOR BLOCKING PRIMER) FROM MA ERCI•IEM (OR t,, •'I\ MIRROR INSTALLATION INSTRUCTIONS. DETAIL- APPROVED EQUA �.} V • ♦ 3. INSTALL TOP * BOTTOM 'J' CHANNEL W/ #6GA Z X 1 5/8" LONG BUGLE HEAD SCREWS @ 6" O.C. 1. 10-16 X 1" LONG #2 PHILLIPS PANCAKE SCREWS i 10-16 X 1" LONG #2 PHILLI PS PANCAKE - NO EXCEPTIONS. N MIRROR MAST I• (SUBSTRATE • PAINT(BLACK) 2 BORDER #3 @ 6 D.G. TO BE FREE OF • ST AROUND PERIMETER OF . ~ SCREWS #3 @ 6" O.C. , 2. INSTALL NEOPRENE SETTING BLOCK IN GLEAN, DRY, AND GYP.BD. PRIOR 10 _ — E PALMER "QWICKSET MIRRO-MASTIC'; PALMER 4. INSTALL NEOPRENE SETTING BLOCK IN G POROUS THEN PRIM OR INSTALLATION OF MIRROR Z Z PRODUCTS CORP. BOTTOM J-CHANNEL. BOTTOM J-CHANNEL. 1/4" POLISHED PANELS 502 8413-3668 OR SEALED - SEE NOTE IN HIS Ai" PLATE MIRROR — — z( ) �� 3• INSTALL i!4" MIRROR GLASS WITH MASTIC. DETAIL FOR MASTIC V (600) 431-6151 / FAX (502) 8 5-9253 5. INSTALL 1/4 MIRROR GLASS WITH MASTIC. PRIMER SPEC. • ALL EDGES OF MIRROR TO 'Q RECEIVE SLIGHTLY CURVED 5!8" GYP. BD. EDGE WITH SMOOTHED OR —'��''- �' 0 ��' 1 IN E TOP TRIM = - POLISHED FINISH E g No INSIDE CORNER 0 1 • BUTT MIRRORS O E u© I �""TIGHT/FLUSH, DO NOT CO OVERLAP/DO NOT USE 1/4" CLEAR MIRROR HOLLOW METAL DOOR - REFER TO DOOR 'ti. i� SILICONE JOINT ' �j.�SCHEDULE ' Q I CLIP END OF WOOD TRIM ON HEAD OR TRANSOM ABOVE - • USE ONLY FULL HEIGHT 1.1.1 0 TIGHT TO MIRROR M RRORS NO HORi20NTAL © ., SEAMS a to NEOPRENE SETTING BLOCK _ © : ► _ © ATTACH TRiM W/ ADHESIVE METAL STUD BLOCKING RUN _ to FIEGINIVIIIIIIPAVIVAINIIII. �......�..� \ BETWEEN AND FASTEN ENDS TO '- '- E �� ♦ WALL STUDS AND TRACK AT • FLOOR .4 11 '♦ 'C3 BOTTOM J-MOLD: C.R. LAURENCE CO. INC., 1/4" z_ '„ ' +� 0 r' 1? STANDARD "J" CHANNEL (CATALOG NUMBER D636P `=== - G-3 I �' G-3 POLISHED FINISH), (800)421-6144, FAX (800)262-324141. J „ i J-CHANNELS FORMED WITH FRONT LEG AND BACK LEG I i/4 CLEAR 'ROR ♦ __ $-1 NOT LESS THAN 3/8" AND 7/8" IN HEIGHT, 10-i6 X 1" LONG #2 PHILLIPS PANCAKE r t, • ■ r 3/aa ir RESPECTIVELY. SCREWS #3 @ 6" O.C. 0 © a 0 'Z' Cl-i• EL TRIM - BRUSHED 311 FINISH FLOOR STA E55 STEEL OR STAINLESS N Z 4 W°<Z _ NI EL FINISH USING #6 (i/4 14D) TRIM DETAIL SECTION 15/8" LONG PHILLIPS BUGLE u �Zv). _ � Z X000 HEAD SCREWS - SEE E/A13.4 FOR 1/2 _ O a J N N p Z ,-C a a z 0 BOTTOM TRIM WALL DOOR NUMBER t SPACING 7/8" EQUAL - REFER TO NOTE; SECURE J-CHANNELS TO SOLID BLOCKING N W w N O A02.1 W°o5a m'='_z0 =II zNz WITH 1/4" DIA TEK SCREWS @ 12" O.C. SEE L/Al2.5 N cg a°W Z 3=a o FOR BLOCKING _�_~a JW=°- 0 a^�- U O V,.o .4 m f-w Z O x. m O N w w w a∎ =W 3�' •o w 6".1'-0" H.T.S. 6" = 1'-0" 3"=1'-0" a z z� - ij ,. a MOUNTING DETAIL AT DOOR ASSEMBLY DETAILS J IRROR MOUNTING DETAIL 3-WAY MIRROR DETAILS C Wz Q_02DA134MOMNTG 02DA134JOMNTG 02D A134F0-DETL 02DA134COMIR3 z �,Q =Z3°WZQ o3avk=- °E_o°ccW,=a 11 , °w<NO� aWOWU �at9aZa- O W g m J m B.Q Q o Z Z O INSTALL #b GA. DIA. X 1-5/8 �� „ W W 0 ,-a =°I H 1 1 1 TOP J-MOL C.R.C LAURENCE CO INC � ��_� �~�� _�__ /6 I D LA R E /4 DEEP ,C== a = SOLID BLOCKING INC.'b645P a1-1-N� °W�mO ceWomuo COUNTER SUNK BUGLEHEAD NOSE "J” CHANNEL (CATALOG NUMBER j _ ce '" a "IER CORNER IN VARIES REFER TO ELEV w t-W' h!h S'- ,°o POLED FISH) ( 00)421-6144/FAX (800)262-32419.AND ♦ ' REFER TO L/Ai2.5 FOR BLOCKING DETAIL a c 3 o BOTTOM FRAME 1 NOT LESS THAN 5/8" AND 1-3/1 " IN HEIGHT, I I� � V W V>- =O w .Z�� 4 AL►vINUM Z 4.�wa 3a 4.?��;�W , 3 ' ■ RESPECTIVELY. (4) RECESSED LIGHTING CHANNEL `ROVIDED BY i _ a�g�ZC: i'iii^:i° � a=�aZ= ib GAUGE STAINLESS _ . ♦ -----; _♦ OWNER '" W N a o o W N Y a STEEL MIRROR FRAME WITH 1 ,1 Il3� t � �Z 00 wa3 OWE��\'�� Z i �� , , W QJait Z Z��JD l- RETURN 1�� ♦ ;.,,.,,,� m zcpW° 1-0 �0 „,.,cr o=a`=i-, / c ozz z>> z z z try i itALL(.1..8L/38.O VJN trZUQ1_W ,-QVO .=Y II w Z �.oac 3W°=°"c z = X00 E ' I ♦ (16) #6 (1/4 HD} X 5/8" a 6Qa_� -„.5l8" SLACK PLYWOOD :> ATTACH PLYWOOD TO SOLID I LONG PHILLIPS SUGL I 8 N 8_g W N C2 C J -N_Q. =Gd.HV1 6 V- OG f-V Y,` BLOCKING WITH # 6 GA DIA " HEAD SCREWS o o W O O„= W S O W,J ” # 6GA. DIA. X 1 5/8 LONG PHILLIPS BUGLE =o W x Z =Z W s,n~ o.-a m a 4 G.i-U2�W Q ....O ... ZW N=1 1/4" CLEAR MIRROR ■ 1 All X 1 5/8 BUGLE HEAD " 1 I--1 ii k� �! SCREWS @ 24" O.C. EACH HEAD SCREWS @ b O.C. I I I I N 0 1 it 41E WAY MIRROR MASTIC (SUBSTRATE TO BE FREE OF 1_ �� t / 7 0 A.F.F. MIRROR MASTIC ON PLYWOOD, ` 4 \ Tor/ DUST, CLEAN, DRY, AND IF PO:E:, THEN T.O. OPENING o PRIMED PRIOR TO ` ; ; \ PRIMED OR SEALED - SEE NOTTHIS / O INSTALLATION OF MIRROR - ∎ MIRROR MASTIC SPEC SEE NOTE IN THIS DETAIL ` A M "QWIC S MI O-MAS IC"• DETAIL FOR MASTIC PRIMER LINE OF METAL P L ER K ET RR T O FOR MASTIC $ PRIMER SPEC. ` PALMER PRODUCTS CORP. MIRROR MASTIC SPEC BLOCKING - SEE / 0 (502) 893-3668 OR „ _ "• L/Al2.5 (TYP.) ' / / C\I o PALMER QWICKSET MIRRO MASTIC , !V / i / N .,..4---. (600) 431-6151 / FAX (502) Sq5-41253 TOP TRIM PALMER PRODUCTS CORP. ,l, /'J, i / ; -� GYP. ! PLYWOOD PRIMER SPEC PRE-ASSEMBLED MIRROR � 1� PALMER "KILLZ ORIGINAL" (OIL BASED (800) 431-6151 / FAX (502) 895-41253 _ 11111111 FRAME ; ;/ PRIMER) FROM MASTERCHEM (OR GYP. ! PLYWOOD PRIMER SPEC 1/ -1 ; I ' APPROVED EQUAL PALMER "KILLZ ORI INAL" OIL BASED o / ik NEOPRENE ? ' ) IM OM MA5 CH M •• ~ sj SETTING BLOCK 0 �� PR ER) FR TER E (OR Z W 1/4 CLEAR MIRROR APPROVED EQUAL) PREFAB/PREFIN U JAMB AND HEAD TRIM .. 0 -a W 0 �w / Q cc 0- SECTION y� � Y W V /4 1/4" DIA. X 1/ " NEOPRENE SETTING BLOCK j U IZ W /4 2 / A o < LiJ Q SASE , COUNTERSUNK < SEE SCHEDULE �// �j SCREWS @ 8" 0.C. / / p /, ,• //./ 1" x 1 1/8" COUNTER SUNK ( < G-3 [.,., o °0 14 A. STEEL ANGLE _ :, , �' i L W z N 5/8" SLACK G G " ' "'- z ( /' / / a Q N- PLYWOOD /,///////1/' BOTTOM J-MOLD: C.R. LAURENCE CO. INC., 1/4 n, - O / /�/ / ,j STANDARD J CHANNEL (CATALOG NUMBER D636P -�- a ////// / / �, 0 , POLISHED FINISH), (800)421-6144, FAX (800)262-32(r. // v / / /,i /� / �► J-CHANNELS FORMED WITH FRONT LEG AND BACK LEG 1 w Z 1/4" CLEAR GLASS .„ �I " M ""', MASTIC NOT LESS THAN 3/8" AND 7/8" IN HEIGHT, # 6GA. DIA. X 1 5/8" LONG PHILLIP5 BUGLE / , / ! Z 0 ��•�� .��. .��As ///'// RESPECTIVELY. I " / 8-1 i MIRROR i mm A• Ar HEAD SCREWS @ b O.C. , 1 O_ Cf) 6- y._ . 1 0' ON .F.F �I A < .�CI) 0 ICI I� FINIS!-I FLOOR 1 N M N I— PLAN - r o �I .�- 0 a U a� .. W BOTTOM TRIM I� W i'-411 i'-4" Z Lis ct a- o •:i O Hce a. .....3/16" REVEAL EQ. 3'-0" EQ. Z ,� a_410 0 vi FULL 6".1'-0" 3/4"=1'-0" 3/4".1'-0" Cr) v a CI MOUNTING DETAIL (W/ METAL FRAMES L FITTING ROOM MIRROR MOUNTING DETAIL W/ J MOLD H rRAMED MIRROR ELEVATION 3-WAY MIRROR ELEVATION B o +� Q a' MeV OUNTING 02DA134LOMNTG 02DA134HOMNTG 02EA134EOMIRR 02EA13OMIR3 co o v W cn C uj • cn - (1) 0 W 1/4" THICK CLEAR GLASS MITER CORNER IN REVISIONS: MIRROR MOUNTED W! ♦ I / I N. REQUIRED BY: DATE MASTIC ON PRIMED GYP. BD. W! / �/// ` ! 1 \ LANDLORD & BLDG. DEPT. commons 08/12/10 2 BRUSHED METAL FRAME 1/4 THICK CLEAR GLA55 1 2'-0 1/2" MIRROR MOUNTED W! (4) ALUMINUM Z / / MASTIC ON PRIMED GYP. BD. CHANNELS A, L I ` 40 ,/ )0EQ EQ o / ib 1l4" X I" HEX w " r-- - - -- ( ) 3 5/8 METAL ,- 1,, — — _ -1 N2 "J" MOLD TRIM, HEAD LAG BOLTS STUD FRAMING II r- � Z _ MOUNTED TOP AND BOTTOM, I 1. TO SOLID BLOCKING. SEE L/Al2.5 m••••••kilt I o,07-1 FOR BLOCKING DETAILS � •� ` , =INDICATES NO REVISION TO THIS SHEET r § In 21_011-� CCIati'' SH REMSHOCK I 1 Z (2) RECESSED _I =0 - _ LIGHTS. REFER 2t �` m Shremshock Architects, Inc. L/ -1 N z § I 6 TO LIGHTING PLAN � 4 1/2" ii-ell 4 1/2" Gerald S. Shremshock,Architect + -I- �- + ♦ t�lY /////// w = CallF1 V i _6 6130 S. Sunbury Rd. Westerville,OH 43081 / _� t: 614 545 4550 f: 614 545 4555 r 1 '� j O .. �--� 1 1 v, ,\ , 1 / / T i ° - 1 _ 1 A �, 7t) 4,r4C:';::' G.C. NOTE: DIMENS10N5 OPP_ - - �v / _... L �, FROM GYP. TO GYP. I I 011 I ' '' , Y / J r, Fes, . f 4 o w maw: r�ii ,t i T ) I i e II I Ai I - w 1 I E g 0 - �, , , 3 I ` S 311 : 11 I . , 1 ,1_ J N t7 u I + + + + • �Y \ 3/s 3'-3" 3/8" gu • 06/25/SCREW HEAD TRIM M H I 1 I r 03 3'-6" GYP. BD. OPENING DRAWN BY: J E B i I I CHECKED BY: KMM er .1--- i- O w I L - - - ----J = ° �' MIRROR 1 L _ ,..L. ..., . 1 -f- + '+ + - �, ! i 1 I N — — ` �'Y - - - DETAILS i 1"" 7 "'"" 7 �. I ° ,� ♦ / l E I I l l ;t I C-1-1 ♦ I u I u � je/ 1 -4 11 1 -4 / DRAWING NUMBER: ' 3 0 3/4":1'-0" 3/4 _1 -0 3/4":1'-0" ___-- - MIRROR ELEVATIONS LW/ MTL FRAMES MIRROR ELEVATIONS (W/ J MOLDS FRAMED TRANSITION MIRROR ELEVATION 3-WAY MIRROR RGP (ENLARGED! A � / "' E � E��kL��'i 1 � a Ei��ESL �'� I( �� . I i' ELEVATION ill C./L. OF STUDS (MAX. 16" O.C.) l' E w O 10'-0" A.F.F. amm 3/4" PLYWOOD SHELVING BY ° L�� \� �_ �� T.O. STAND OUT w 4------.__ \ 3 0 5/8 E EXPOSED EDGES MOLDING ALL � \� � _ � I I(BMPR TO BMPR) �, � (2) F.R.T. 2x41s � w - �_ II ATTACHED TO WALL (6 limn A v �AM 2 6 7/8 "► I ♦ @ 12" O.C. W/ #12x3" Cn LG MTL SCREWS — — E iciv -da it z z ixb, #2 WHITE PINE n w 0 FURRING W/ MINIMUM KNOTS I — — E 0 SCREW CLIPS TO BOTH SHELF NO CLOSER THAN 18" APART o 1-. 04 AND BRACKET (2 EA. SIDE) >1 USE (3) EQUALLY SPACED #12 x 2-1/2" I �� I J WALL STANDARD � C ) _ _ _ _ � ca PLYWOOD SHELF I LONG STEEL TEK SCREWS. COUNTER c E �- '-� `� SHELF END VIEW SINK SCREWS FLUSH W/ FURRING BUT +� _; N N _m W E NO LOWER THAN THE SURFACE OF THE 3 0) I (.�mom o---SHELF DEPTII �' I m �t r . e cc — FURRiNG. ALIGN SCREWS W/ WALL � VARIES REFER TO LU _� i �� \ " 4 O 0 c ��\' = SPECIFIC DETAIL _� : STUDS W/ MAX. SPACING OF 16 O.C. _ J �` y,_ 0 '� I (DRYWALL SCREWS ARE NOT 1 L_1 ACCEPTABLE) CO Al�. Can CI CLIP CORNER CAPITOL #2051 BRACKET w/ I -quilt 2 ► (TYP. TO ALL #2041 SCREW-ON SHELF CLIPS " W OUTSIDE ENDS) FOR ALL NON-SALES SHELVES USE #14 FLATHEAD STEEL WOOD 3 Mr: ; ::SLVI SINK SCREWS FLUSH WITH SUT ( " STAFS ATTACH 2x4's TOGETHER � (BRACKET/GLLP BY OWNER) SCREW 2 LONG IN EA. HOLE THAT F3��,E N W 0 NOT LOWER THAN THE 3 BUMPERS (TYP. 4) SCREEN MOLDING SURFACE OF THE FURRING. I ALIGNS WITH A RUN of FURRING ASSEMBLY ATTACHED TO (2)/ S I I I I WOOD SCREWS @ 12 O.G. a. c EDGES) ■ ■ WHERE FURRING IS SOFT " STANDARD) @ 12" 0.C. W/ #12x3" __ J L_ _ _ 1 X `' /,� USE: 2 CLIPS @ 14", 16", - STUD FRAMING TO LG MTL SCREWS ,, ALIGN WITH F.R.T. — — — W '1 SHELF PLAN VIEW - 4 24 SHELF I a �„�. ,;n � � - .•.��,��- •� STAND-OFFS .� I ME 11, 1A •∎ j? 11 Eaji E 1 x b FURRING ---- "=-„,.,� `— i (USE FIRE-RETARDANT ' FURRING WHERE NOTE: REQUIRED BY CODE) WALL STA DARDS WOOD SHELVES TO RUN CONTINUOUS ALONG WALLS AND AT INSIDE-CORNERS rl' 'A ■ —" ii .r/”""' r��-.• z<_V � � 1 -C.3 aH G W H q \, . ._ —`��+~��' N G.C. TO PROVIDE WOOD SUPPORT SPLICES AT ALL SEAMS (KEEP SHELF TOPS FLUSH) WiRE MESH Z O r zV)W g W W L.W.Q N 0 °.. "x1." 1�.' ■ _ =.:206n �= A LAN WG t°W 2 W Q =W - U U O N N.T.S. 1 1/2"-1'-0" 1/2" = 1 _0! F MOVABLE SHELVING STAND-OFFS 1 1�2� = 1'_4" N �O SW„ O V -°UN 6 4 a v, °o a Z Z° I L-. z W=NON-SALES SHELVING DETAILS 02DA14 SHLF WALL FURRING DETAIL 02DA141JOFURR MOVABLE SHELVING CARRIAGE 02DA14�OCARG 02DA141CODETL nt. y . = z ”3 -o a I-1 a 2 W a o`?tmS °mNE Q�°.-QZO VARIES VARIES NOTE. �.o= �F(f,O� c,Pc.=S . p a:0, W W d Z a O W�U. Q d.0 . �,y, O °vo�U =�� Otn DETAILS SHOWN ARE FOR NOTE. W C'U O REFERENCE ONLY AND NOT FOR DETAILS SHOWN ARE FOR �' °_ .~ a~,. Ww W W w ~*dQD —6-',27-pie. CONSTRUCTION. REFER TO MANUF. REFERENCE ONLY AND NOT FOR 3 W a W o a W 4 0 3 W.o Q a INSTALLATION INSTRUCTIONS. CONSTRUCTION. REFER TO MANUF. ..„7, W m Z=a° ^ ° N Z U<WN O—W U O _N O O,=~=w INSTALLATION INSTRUCTIONS. W-Z °Zo a Z Z- 6 "- U _ J j♦♦ A4 J 0 0 0 WHEN WALL IS CONCRETE BLOCK, ATTACH FURRING TO 3 g N° W m= N N W W W L-.3= - W a , W z I ( CONCRETE W/ HILT! NIT W20 J I _ 1/2" DIA, x 6" EMBEDMENT W ° _ 4 m /SIR �� . m c.,.V)O G-...— C7 L.,.-..at do Z3-Lnoa- 3WO�o'a z3�O I= ♦ A14.1 �� @1 b O.G. STAGGERED m W w W o W. ,m0.-. ,.W S ..O w Oc,°tn0 Jv, C.zV<)-W f-CrVO E_ �\ WZOO.G.0 Wry WS d W�Oi- W Wm 1 O O O ' d'20r1'W x Z SZW OO.F- Ox QOfU j d.'a " M ...._,_,a..=W Q )-Q cr Q N 0 U 1--. .-Z W V)= I I % OR 120 HIGH FIXED - \� SHELVING UNIT N 0 FREESTANDING SHELVES ANCHOR EACH POST TO co _ THE FLOOR WITH 1/4" ANCHOR PER DETAIL BELOW. �•i• o \ G.C. TO MOUNT 1x6 F.R.T. �1 �- �� WOOD FURRING TO EVERY Q 0 L., , ........, 1 i ;i/ fSEUF° ER TO\ © ° FOR N ■° v ATTACHMENT O ° Q 1 X 6 FURRING STRIP AT do O O ° ` Q 1 ` o ° /i� , WALL FOR SECURING ° 4 .. , `;' SHELVING. ATTACH o ,, •t FURRING TO WALL STUDS ° =lt� - W/ (3) #12 x 2-1/2" LONG U •• ° ° 0 A`'' ' STEEL TEK SCREWS. ALIGN .. Z w 1.3 ° ° ° ,, SCREWS WITH WALL STUDS W 1= O -' \ „,,,,— AIVAINffilr Ariarar // Q Q ° o ,� W/ MAXIMUM SPACING OF CD .Q Cr I I1 0 SHELVES AT WALL - ANCHOR EACH POST TO THE Q ° Q ° ib O.G. (DRYWALL SCREWS Y W CL % 1 FLOOR WITH 1/4” ANCHOR PER DETAIL BELOW. ° Q ° 4 ■ ARE NOT ACCEPTABLE) U Z �,,� A aW� ♦ e' (7) ROWS OF HORIZ. 1 x 6 FRT #2 WHITE Q ° Q Q ATTACH EVERY "La "T" p � ( ) ° ° UPRIGHT POSTS THAT ARE Q • I ` PINE WOOD FURRING (W/ MINIMUM KNOTS NO ° ° ° ° LOCATED AGAINST A WALL C 0 r % CLOSER THAN 18"), INSTALLED BY G.C. TOP Q ° Q w 0 00 o TO 1x6 F.R.T. FURRING, ,, , , (3) ROWS ARE TO BE CENTERED ON THE i/4" DIA. KWIK BOLT ° ° ° ° REFER TO DETAIL J/A14.1 • W z in IX(6) ROWS OF HORIZ. 1 x b FRT #2 WHITE o TOP (3) HOLES OF THE STANDARDS. ALL PARTICLE ° Q ' H 14ILTI WITH 2" ° ° ° a I " r Q �' PINE WOOD FURRING (W/ MINIMUM KNOTS NO Tv OTHER FURRING SHALL BE CENTERED EVERY E�BEDMENT / BOARD SHELF ° fl ° Q EVERY L OR T POST AT - p o CLOSER THAN 18"), INSTALLED BY G.C. TOP OTHER STANDARD HOLE '/ SHELF SUPPORT ° ° ° Q WALL SHALL SE ATTACHED = o (3) ROWS ARE TO BE CENTERED ON THE 1/4-20 NUT TO FURRING STRIP W/ (2) -' ! #12 x 2" LONG STEEL HEX Z IS TOP (3) HOLES OF THE STANDARDS. ALL _� ,, 'iv OTHER FURRING SHALL 8E CENTERED EVERY / HEAD SCREWS. (DRYWALL Z O OTHER STANDARD HOLE ;� SCREWS ARE NOT 0 CO .. 1/4 LOCK WASHER -�'L � N N N u ACCEPTABLE) H Z w A 14 GA. ANCHOR CLIP L OR T POST i _ M Q V a �'� 1/4-20 x 1" BOLT ALIGN W/ STUD SPACING N o `er v u_a �` �� COUNTER SINK FURRING SCREWS FLUSH WITI-I BUT NOT LONER TI-IAN " O laLl Q c) v' .. w Q (MAX. 16 O.C.) la. 'S W �, CONCRETE ANCHOR THE SURFACE OF THE FURRING. ALSO INSTALL HASHERS WITH THE z CC a- o co 0 § A LOCATION IN FLOOR 3 O g SCREWS WHERE EVER FURRING WOOD IS DETERMINED TO BE SOFT. E... z it- Lx W 3 \ a v cn ,;; z v q cz Q 3"_>>-0" 1"_1,-0" ix a- LI eV w 0r RIVET RACK ANCHOR DETAIL E RIVET RACK FIXED AT WALL B O Q O z 0 02DA141EOANCH 023A1413OFURR co a. 0 u W . Qo o ° °� ; _ - Lu . 0 _ cnoW V 0 Z o 3 GENERAL NOTES: i (7) ROWS HORIZONTAL 1X6 WOOD FURRING FURRING IS TO SE SPACED 7 ,,i �, O PER DTL G/Ai4.1 50 THAT THE FURRING 15 CENTERED AT EACH TOP (3) HANGROD BRACKET DIRECTLY BELOW SHELF BRACKET - MUST BE REVISIONS: r a a HOLES OF THE STANDARD AND EVERY OTHER HOLE TO THE BOTTOM OF BRACKETS PEE TO FASTENING MOUNTING CLIPS TO SHELVES ON REQUIRED BY: OHS: DATE w 1. NO SUBSTITUTIONS WILL SE PERMITTED ON ANY OF A THE MATERIALS OR HARDWARE SPECIFIED IN THESE THE STANDARD. REFER TO FURRING AND WALL STANDARD INSTALLATION o a Q o DETAILS. DETAIL. FURRING TO BE #2 WHITE PINE W/ MINIMUM KNOTS NO CLOSER 'a"°tom° a ems' ter. COMMENTS 08/12/10 WALL STANDARDS - G.C. TO CUT TO LENGTH 4 INSTALL TO FURRING 'iv V a THAN 18 INCHES APART. 8 STRIPS - SEE DETAIL J/A14.1 ANYTIME HANGROD IS CUT IN FIELD, GENERAL _ VARIES 2. CONTRACTOR MUST DRILL NEW HOLE AT CUT END 24" DEEP SHELF BY G.C.`� \ Iry(rn�. _ FOR DROP-IN PIN. 0 O WALL STANDARDS - G.0. TO CUT TO LENGTH 4 INSTALL TO SOLID IN-WAL z � of 2) ;r o 3. THERE ARE TO BE NO SUBSTITUTES FOR MELAMINE BLOCKING. USE #4 x 2 LONG STEEL COUNTERSUNK WOOD SCREWS IN 1 i _ WHEN MAKING SHELVES. 14" DEEP SHELF BY G.C. EVERY SCREW HOLE IN THE WALL STANDARD. ac QQ �..- ' u- 3 z 4. ALL SHELF MOUNTING HARDWARE HANGRODS AND 3/4" WHITE MELAMINE 5HELVES W/ PAINTED FRONT EDGE AND 3/4" HDF 24"HARDWARE, .4 1 D G.C. IS TO LOCATE (2) ib A. STUDS @ 24 O.G. CENTERED BEHIND W.C. Q WALL STANDARDS ARE SUPPLIED BY OWNER - WITH ROUTED BULLNOSE EDGE. O FOR ATTACHING WALL STANDARDS. ADD ADDITIONAL WALL STUDS AS w cn PEN."' INSTALLED 8Y G.C. NEEDED TO ENSURE ADEQUATE BLOCKING FOR WALL STANDARDS IN SINK O SHELF BRACKETS AND HOLD-DOWN CLIPS RM. $ OFFICE. 5. G.C. TO FURNISH AND INSTALL ALL SHELVES W/ SCREEN MOLDING AT ALL EXPOSED EDGES AS •INDICATES NO REVISION TO THIS SHEET SHOWN ON DTL. M/A14.1. � HANGROD BRACKET WITH SADDLE END, HANGROD AND END CAPS i 1 QUAD. ELECTRICAL OUTLETS FOR WALKIES (WHERE OCCURS) =o, 0 1 , © SHREMSHOCK ' A14.1 VARIES A VARIES A l VARIES A14.1 VARIES VARIES 0 Shremshock Architects, Inc. 1 (TOP SHELF) 1 1 Oa(TOP SHELF Gerald S. Shremshock,Architect —` - ©O (TOP SHELF) ©O N. ©O — HGT. TO MATCH 6130 S. Sunbury Rd. Westerville,OH 43081 TOP 2 A3) t: 614 545 4550 1: 61 4 55 4555 - , ELF) 0 SHELVING ' �-, f _ ■i -�-r--�P * ` ELF) :�r�P ,1 �� "' � *TOP � � ��_ d. A: �' o __ A I ' �` ac I —`S A I ' �' OFFICE/LAVATORY Q _, a At _! Q = Q ( -' DO r,:4.k \-1 \ z I \- z z - z Z �� (TOP SHELF) VARIES `� - `� ® Q �, a © Q VARIES • , , , 0 �- IN o �— § t-f-i § 1-6 o t-- .� ��.$OO p-FYP. ' g `n S ' -` — % g `n _ : LUG �v„ �. � N 1 - - 5 # J © �y J . _ cy ► �_ ty J Cy 7 (rj) • ;_ ... f' b To f = $ l„-I I I Q `�� N3 ,. IN 03 un 03 03 — 03 f' ... C. Lu I m i I - I �- I —�''�' i i o uai a Z W 4 .� ' 4, © Q IL A cL A it A tL A = IL A t— IY ' `,+ z 1r <Cw I aCw Qw Qw *t � � Vim= CO -�' N VZ VZ ;< VZ a UZ ;< _! VZ _i 1.-1 - W � Q �fa � _i 8 bE ` * \ OE • \ of of .......4 OE Q ° +� = ate cv i i i i 3 .=. w �_ z I ) z i ) z ) -_` z v a �� H w DATE ISSUED: 0 6/25/10 ■ REFER TO DETAIL i L 'A' TO REFER TO DETAIL L 'A' TO i ,, 4 Q �, �, o - - ,n ac _ - nc 1 oc 1 S oc 1 ac i �; 0 3 I� -'� �c DESIGNED BY: M H I o DETERMINE IF MOUNTING DETERMINE iF MOUNTING ° _ I - I ® �, 1 I I I c I i O o I _ o I . I �- DETAIL K OR G APPLIES OR DETAIL K OR G APPLIES OR u- _ u- GH F1 u- u- u- DRAWN BY: J E B IF BOT�I APPLY AND FOR IF BOTH APPLY AND FOR -' _ CHECKED BY: K M M DESIGN LAYOUT OF BRACKETS DESIGN LAYOUT OF BRACKETS - ' \ =..i TNI \ , ;1r 3 >- c- ,_ ©� '� STOCKROOM , o `i- O _ Co \ \ \ '� \ \ \ NV N 1 MERCHANDISE SUPPLIES, CC 4 HELF SHELVING v v 0 SHELVING 0 SHELVING HANGRODS DAMAGES MARKETING HIGH SHELVING M ( - OFFICE DETAILS 1 OFFICE/LAVATORY/ 4 6 7 ” BREAK AREA W/ BULLETIN 9 1 STORAGE CLOSET BOARDS, TALL BINS ; LOCKERS PROCESSING DRAWING NUMBER: TABLE, & STAGING 'At agill 4, 1 „ . 1 �,_ 1 1/2":1%0" 1 1/2 _1 0 N.T.S. /- STANDARDS & BRACKETS SECTION -T , K STANDARDS & BRACKETS SECTION , : G STANDARDS AND BRACKETS DETAILS ANCHOR SI-IELVING TO WALL CROSS BRACING REQ'D ANCI-IOR SHELVING TO WALL CROSS BRACING REQ'D ANCI4OR SHELVING TO WALL Z ANCHOR SHELVING TO WALL CROSS BRACING REQ'D ANCHOR SHELVING TO WALL CROSS BRACING REQ'D ANCHOR SHELVING TO WALL INTE' EDIATE SHELF W/ WOOD FURRING WHEN (TYP), REFER TO DTL W/ WOOD FURRING WHEN (TIP), REFER TO DTL W/ WOOD FURRING WHEN 0 W/ WOOD FURRING WHEN (TYPICAL) REFER TO W/ WOOD FURRING WHEN (TYPICAL) REFER TO Ni WOOD FURRING WHEN B• A KETS PER MANUF, FIXED UNIT OCCURS AT WALL 14/A14.2 FIXED UNIT OCCURS AT WALL 1-4/A14.2 FIXED UNIT OCCURS AT WALL • �• FIXED UNIT OCCURS AT WALL DTL G/A14.2 FIXED UNIT OCCURS AT WALL DETAIL G/A14.2 FIXED UNIT OCCURS AT WALL R •MMENDATIONS (TIP.) V 0 INTERMEDIATE SHELF CC BRACKETS PER MANUF, PO , .. P�� P�� 1 I ��`'� -► RECOMMENDATIONS (TIP. )I 9 't' I 4 e`� �4� 4V 4V C5 Cn ammo ,\'''4) ' j Al9©e � AP¢ e - i AP�, oe �w�e`�0 ► e`�� wew� F wew� E 0 P� S tiw ew¢ ewe ew¢ Q`�e� , o ew ew �w ew wew� 1 4 AO/ , 1� � / // � / �►, I ,! 1 • 1 1 u,\,\ 1 / / A / 4 \\, I/ \ / / i // 1 4 \\ I / 1 4 -\-- 1_ I 1■ ////1 \ \\ ,, , 4 rn 4401 , Aiii : \\' \ 1 ■ 1 / Tzt. :\lrn>." All 4 4 =0 --(n>"- ---\---- ' Ith\l\I cr OS 11166 1 i . =, A - 4. 1 insi 1 , . co:: \lk\l'O'. =0 co ca \ 1/4 i 1 S.`,1 III Ok0144\ 4\#\'., / ' 1001r°/ 1 10 , ., \d't:,\ '\ Al, IS // ' Z. 1 1)1 \ ,„ // \ -al lk)\\1 I*11 10\ //,Al -s>._ I 1:.3. --,-,, --\-. \ -.6 :A iiii,.. c,c! ,, , _opt v 73 4/„.1 720 15:0 ki*\\\ / \ .� ► i ► 70,,, 1111g°4 :<"\----\-- 111111! t 9: 44■ 11. Trrn *41!lkiH:\\Ir"... 4:\\ 1:1 41 ‘\,, , co Tr Trio 1 g ak\ \ ,111011rel -c) ,41. \44 k 1 Hol „, to \ Tv ■ \\\ / \ I\ ' ////44 104, , m ... . mss 149,�s� -/„\ s� / \\ ,; �S� /6" <S* - Al -r.�7\itr' /N.- kMllt\14\ 'AI INcr 11 — ILI .....,. \\ 51 tst___ — --\- \ -- \ \N'. 1‘ -\ XI . r \ r, A\ 0,p, Sow '- t N. TRACK Sow - , TRACK �'Q,, - s CK So4. ' FLOOR ANCHORS � , TRACK 30,E TRACK F ANCHORS �'o�FLOOR ANCI-TORS ,, TRACK 44 ASSEMBLY/ ASSEMBLY/ :SA EMBLY/ ASSEMBLY/ ASSEMBLY/ ASSEMBLY/ FLOOR ANCHORS STOPS AND FLOOR ANCHORS STOPS AND FLOOR ANCHORS S ••5 AND STOPS AND STOPS AND STOPS AND FIXED MOB . E FOOT BRAKES FIXED MOBILE FOOT BRAKES FIXED MOBILE F.• BRAKES FIXE • MOBILE FOOT BRAKES FIXED MOBILE FOOT BRAKES FIX ',- ' MOBILE FOOT BRAKES 0 8' 2 LEVEL HANGING ( \1O' 2 LEVEL HANGING o ' . ; ■ 1 8' 7 LEVEL FOLDED 10' 8 LEVEL FOLDED 4 ' 6 LEVEL FOLDED o am��=� MERCHANDISE •ACKAGING/SUPPLES - o W _ ""� �Z Vi� Z W. J p(.�O{W}CN'.,Z W ,...4(W O v"A�- = W Cdr- ,05 N : i: R i! !O.3 t-=c2 W F- d W p W Q\ =W k N Z O V O 3 p N Vip Vii-. V)=W=4-' O V?►-10.10(W 41Cp CD FIXED/MOVABLE FOLDED/HANGING ISOMETRICS C n Zo- Z W 4 v Z :i4; W`_0 4 N 0 013A141GON14BL WZU• QZ W„ oZ NUWO® ,.. a� - �ow g r:icii °rmc=iip .°-Qo i-�u,�� o.r.2v Wa_z ,O W aTQ R O V D ' _(9a N d U �ccZ WCO OG' O WWp H V i d J V Vt Z W O Qa'00 Z o p V)W QOF-KEYNOTES _oZ QOZaZ� aN�,oc., C 3'-0" 3 @ 36-5/8" EACH VARIES 3 @ 36-5/8" EACH y 3'-0" VARIES "~~Z 3 "a a o m W "°= C.2 W Z~ V>-3 =N V La Z Z y y y y t_.=EQ xi-A y--‹1 LW ti WI--Z= 14. 01 THE MAX NUMBER OF BASES PER MODULE IS 6. 7 OR MORE WILL N 3t s 0 Z W N°m W m~ N=a 4 W 0 01 10 REQUIRE 2 AISLES AND 2 SETS OF STOPS. !j• : ],_ v„.. W U0mJ Z Q G t`l a F V t7p � i- S> Z ZO„ OZ,,WZ _ 02 THE MINIMUM DISTANCE BETWEEN SHELVING $ THE DESK 15 5'-0". Z 2 a "-W°►=a a Z 3 3 a o ,zO V rA N IZUNQN_ _c,V O Vi Q -- 03 THE SHELVING AISLE MUST SE AT A MIN OF 3'-0" CLEAR BETWEEN -W W W O W P W>-o o w-= a-W= W CC=OCewXZ =ZwPdh O=QV�iV�dQ BUMPERS TO MEET ADO. �.��.�W Q �a�a�p ��x �ZW v)_.1 Q� >> ® USE THE SINGLE FACE FIXED SHELVING AGAINST WALLS WITHIN Q N - Ille THE MOVABLE SASE SYSTEM.___ ___ F I"t_ r1 —1"1 r1 — M F N " 0_ 0 —-_ - � .. - _ .` _. — _ _ - — t _ E ® USE (2) 15 DP., OR (1) 30 DP. FIXED SHELVING BETWEEN /� MODULES OF MOVABLE SHELVING, OR AT THE ENDS WHERE THERE �,■� 3O ARE NO WALLS. ATTACH TO FLOOR AT ALL 4 CORNERS PER o A DETAIL E/A14.1. ATTACH TO WALL FURRING PER DETAIL B/A14.1. 0 0 o 0 eo N 0• © ALLOW 2" SPACE BETWEEN THE MOVABLE SYSTEM AND THE WALL, COLUMN, OR OUTERMOST OBSTRUCTION. I -i Q 0 USE WALL STANDARDS AND BRACKETS AS REQUIRED FOR LAYOUT. STANDARDS BRACKETS lk 0 c\ �` ® INSTALL ANTI-TIP TRACK PER MANUFACTURER'S GUIDELINES. .. U INSTALL AT WALL FOR SINGLE ROW UNITS AND INSTALL AT .. w CENTER FOR DOUBLE ROW UNITS. W F- 0 M ® INSTALL CROSS BRACING ON ALL MOVABLE UNITS PER MANUF. Q IX I I I I I I I I I Cr a- le w INSTALLATION INSTRUCTIONS. MOVABLE STORAGE A QW`,(FOLDED OR HANGING) . 2I_0" 10 FIXED UNITS AT WALL, REFER TO DETAIL B/A14.1 FOR Q 0- ( < E dg____F.D. , ATTACHMENT TO WALL FURRING STRIPS AND DETAIL E/A14.1 FOR --'-'— —A! O.G. (MAX. FLOOR ATTACHMENT. cC 1 1", TIP 21-0") W 000 ® INSTALL "V" TRACK CUT TO LENGTH AS REQUIRED. F W Z N < N © TRACKS SHALL BE FLUSH TO FIXED SHELVING UNITS. FIXED STORAGE n Q PLANNING GUIDE (FOLDED OR HANGING) (REFERENCE CE ONLY � `" ° REFE EN 1/4"_1'-0" Z o 0 CO /- CI NOTE: Q DETAILS SHOWN ARE FOR co M • _ M N H REFERENCE ONLY AND NOT FOR ct (/) 0 C.) CONSTRUCTION. REFER TO MANUF. 0 LE 4( U a, .. w INSTALLATION INSTRUCTIONS. Z ix 0- 0 t- o_ _ • 1-- a- W X �v) w tQ W oa- cnZ V o N.T.S.SHELVING LAYOUT GUIDELINES OZDA141HOMOBL H o. . a. 0 o w v) O.. W • 0 _ 00w REVISIONS: AREQUIRED BY: DATE LANDLORD do BLDG. DEPT. COMMENTS 08/12/10 4 INDICATES NO REVISION TO THIS SHEET 0 SHREMSHOCK Shremshock Architects, Inc. Gerald S. Shremshock,Architect 6130 S. Sunbury Rd. Westerville,OH 43081 t: 614 545 4550 f: 614 545 4555 r � � a 3, f I-7;T. OF a DATE ISSUED: 06/25/10 DESIGNED BY: MH DRAWN BY: J E B CHECKED BY: KMM STOCKROOM , SHELVING i 1 ASSEMBLY 1 DRAWING NUMBER: 1 1/2 - 1 -t? 1 1/2" - 1 -0 N.T.S. �� _ NOT USED - K NOT USED NOT USED , , A a ..q!� EiZ�L e it �l,�i��r 1,:41441 iton-I C�LD1-`.11V NOTE; , NO DUCTWORK OR SPRINKLER LINES WITHIN 3•-O" UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW BLUEPRINT SET STOCKING AREA FOR THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL $ ELECTRICAL) . . AND PLACE BLUEPRINTS INTO THE PLAN TUBE HOLDER. 2' X 2' PANEL, WHERE REQ'D FOR MAINTENANCE - �:( GYP. BD. PARTITION TO DECKING ABV.. RESTRICT 1/4" DIAMETER THRU BOLT W/ GYP. BD. ACCESS ., STORAGE SURFACE DEPTH Z TOGGLE (TYP. OF 2) o ..o TO 3'-0" MAX. SEE DETAIL INSTALL PLAQUE � ��"" � H/Al2.1 ., PAN HEAD SCREWS TO II STATING LOAD V . SECURE STRAP \ �� I I / / CAPACITY �\ / 181 Z PAINTED LINE 18 DOWN FROM Z �:•...:--- t CEILING/SPRINKLER HEAD, WITH 3/4" " r ` ■ PAINTED LETTERS: DO NOT "E 3/4 x 2 POPLAR , i � � �-� � \ i " PLYWOOD TRIM SCREWED I \ "( STACK ABOVE THIS LINE � TO 2 x 4 — _. — 'MP METAL STRAP (TYP. Z O cs, .......... z OF 2) 2x4 Q �-----1 LOOSE PVC N SINGLE ROOM a. I TOP CAP 6 DIAMETER E PVC TUBE GYP. BD. PARTITION TO W 4,0. DECKING ABV.. RESTRICT �; — 4B" A.F.F. - STORAGE SURFACE DEPTH CC m _�- TO 3'-0' MAX. SEE DETAIL W gg m I4/Al2.1 Q E ;4R2 ,E REQ'D FOR W - MAINTENANCE PAINTED LINE 18" DOWN FROM � f -- ACCESS '4411110 CEILING/SPRINKLER HEAD, WITH W C LABEL SECTION THRU TUBE PAINTED LETTERS: "DO NOT OC 1-- .4W'-' '_ X STACK ABOVE TH15 LINE" 0. as . X / / m G.G. MUST PROVIDE AND ATTACH `\ / . ` A LABEL (WITH CLEAR TAPE) ,•� - STATING: INSTALL PLAQUE , - - 13 r NG STATING LOAD 41 EXTENT OF WOOD CAPACITY , HOLDER THIS TUBE CONTAINS STORE ao DRAWINGS AND IS NOT TO BE REMOVED WITHOUT THE *— PVC BOTTOM CAP CONSENT OF THE STORE ;n k, /-- GLUED IN PLACE MANAGER. L___J z 4 THANK YOU. 04 MULTIPLE ROOM - -- a W a p 1 NOTE: w • WO w zwv ,,a WZtn t1� !;b:J 00 TUBE ELE VAT10 N ENTIRE ASSEMBLY IS CONSTRUCTED BY GENERAL CONTRACTOR pZ t/1 w 8,� W z ,NSX W c�a�o=a FOR REFERENCE ONLY - REFER TO CONSTRUCTION 2=c).--.,,W Z < P x w PLAN FOR TOILET ROOM LAYOUT. _O_ m =W 3 N a 0 .,,-0..t a.W LL tY G NW WO= O W1--UN H cxwmm N.T.S. N.T.S. Z W Q O"• V W W``1.._ '—Q Z N J NOT USED M NOT USED J PLAN TUBE HOLDER ISOMETRIC AT STORAGE PLATFORM C WZ�az W��OZ yQWWSm 02DA143FOTLME 023A143CODECK W: W Q 2 o ° o W R z Z:!:!;II:I Q J W O to=14' CLEARANCE MOUNTING FLUSH TO WALL: SCREW Z W ..„,m Z .6,1„,o „ m y m r, to W a O 2 (,)-__20 ,1 O�W F O 0...„,..,, 0, ==w REQUIRED ON HINGED BACKSIDE OF UNIT SECURELY TO F-1' O Z t-OZaZU p"Nt-� U 6 W'"Z� r 3 g° a -z z SIDE OF CABINET j' „ HORIZONTAL WOOD FURRING OR ~W 3' LT-II" 3/4 FURRING =E5 rA W W cz o=Q=- WALL STUDS ALONG TOP AND a~g�Z� aZ°,a= =-.a = SCREWED TO EVERY N 3 S p W t"°N W m~ H= a t2 W WALL STUD WITH MIN. MIDDLE OF UNIT W a W t/')p W S OW Fm p YWJ W� WaV,a W OS Z a� tip° t..la 3~�p Q ..N, OF 3 SCREWS .Naomi_° !:IIII.,t EIG -RS BACKSIDE OF SIN MUST _ W N BE SCREWED TO EACH N No I-` AVAILABLE WALL STUD ttQ- .i .i y ', 1-.L ADDITIONAL 3/4" ` I 'p* ALONG TOP EDGE OF UNIT 0 o SOLID VERTICAL BLOCKING 1' , (USE MIN. 2 SCREWS) E o A 6'-0" A.F.F. HORIZONTAL METAL SCREWED TO 141*'��'� BLOCKING FURRING AT 8" 0 a w Q ( , SEE M/Al2.5 D.C. (\1 o QQQQ C ,\ o ,, O ° 0 3/4" FIRE-RATED I Q• / NOTE: J -1 -1 O O O O 411!':ie JPLYWOOD BACKING ` E • THI5 ENTIRE UNIT 15 TO BE -i ! ! � 3'-0"WX8'-0"H Q• kipi CABINET ( ) ELECTRICAL FABRICATED BY G.C. ON SITE 0 0 o FASTENED SECURELY TO `� " 2 \1., m WALL (AND TO AT CONDUIT MOUNTING BELOW SHELVES• ZQ _ • CONSTRUCTION TO BE 3/4 C KNOCKOUTS G.G. T O INSTALL 3/4 FURRING BEHIND F LEAST THREE WALL ABOVE STANDARD AND 3/4" BLOCKING BETWEEN .1111 DIVID m PLYWOOD THRU-OUT U I- 1.- i- 23.4" STUDS) F •• ALL JOINTS TO BE GLUED Z w w w w 23.4 STANDARD BEHIND ORGANIZER (TY R ._ O , Z Z Z / PI�� AND SCREWED w O m a Cq SL • SAND ALL EXPOSED EDGES Q • - • FINISH TO BE NATURAL WOOD Y w CABINET -■ ♦ m U Z w 0 (UNLESS DIRECTED OTHERWISE CABINET PLAN BY OWNER �0 0 T\icioN BACKR001"1 ORGANIZER - Q PROVIDED BY OWNER, s SECURED TD WALL BY G.C. w z � PAINT PLYWOOD BACKING (SEE DETAIL) . Q in S AND P-7 (BLACK) o OMETR _ S C ISOMETRIC VIEW ` Z CO O Z H 0 .. GENERAL NO11 • Z CABINET ELEVATION GENERAL NOTES C M 2 ce V W Q(4oN V tn .. w GENERAL CONTRACTOR TO VERIFY EXACT LOCATION OF BIN GENERAL CONTRACTOR TO VERIFY EXACT LOCATION OF �IN WITH L.L. 3 • � � Q DISTRICT MANAGER BEFORE ATTACHING BIN TO WAL■ _ X _ a- 0 ce WITH DISTRICT MANAGER BEFORE ATTACHING BIN TO WALL. 3 Z • I-- 0_ 0 Om w Co N w � w z o - HARDWARE O aNOT USED L SOUND SYSTEM CABINET DETAIL H BIN E VANGROD STORAGE Q N.T.S.02DA143HOSCAB N.T.S.023A143E0HDWR 023A143BOHNRD 1.1.11 ;° _ o w WALL BRACKET SECURE TO WALL NEAR TOP AND UPRIGHT REVISIONS: BOTTOM AT END OF EACH ROW DO NOT REMOVE NUT A REQUIRED BY: DATE " 24" /i\ & BLDG. DEPT. COMMENTS 08/12/10 WITH 1/4 TEK SCREWS 24 D.G. BOLT FROM UPRIGHT, 18" INSTALL SPACER OVER 49 ,�+ Or' ■• NUT * BOLT AND -�� 0 �� SECURE WITH NYLOCK 1" X 6" STRINGER` NUT SUPPLIED \ WI q SY G.G. �� a4 WALL BRACKET FASTEN TO NYLON NUT STRINGER W/ 1/4" l /�� I SPACER - FLANGE DIA. WOOD SCREWS I UP "U" BRACKET (10' FULL HANGERBAR - i 1/1 UNIT ONLY) =INDICATES NO REVISION TO THIS SHEET UP TO 12 PER UNIT ,,,; 11 �0, SHREMSHOCK ii ,0 Shremshock Architects, Inc. "U BRACKET (10' co II UPRIGHT Gerald S. Shremshock,Architect UNIT ONLY LO . 4 1 6130 S. Sunbury Rd. Westerville,OH 43081 ni °° '`'�� t UPRIGHT t: 614 545 4550 f: 6145454555 1" X b" STRINGER �� I! . ° ' ,,, BY G.C. (10' UNITS -40.-I, .. II &.,...S �:.`' II i'ONLY 11 11 /it � . - -- ~ � f SPACER FLANGE �Y ° TALL g,, ii l DOWN ,{j y°1� $ , �, ,I;,a �n 7' R 10' NIGH 0- wQ o? �1 ��• ro T UPRIGHT u- N oL \r' WALL BRACKET SHOWN Fit R FLOOR MOUNT UPRIGHT N, SPACER (21", 24", p OR 30" LENGTHS) ,, 41 INSTALL FLANGE ! / �� I DATE ISSUED: 06/25/10 DOWN 4 SECURE TO �� -�'� DESIGNED BY: MH \ — 4 FLOOR I'-11 1/4" 1 I I la RAW Y: J E B `;� --' SPACER - FLA E DRAWN B ►; i �� UP CHECKED BY: KMM PROVIDE 1"X6" BLOCKING AS ii `'`1 `9 REQUIRED 1" X 6" STRINGER / II S T 0 C K R 0 0 M AO- il , . - \-- SPACER (21", 24", CO 10V DETAILS N OR 30 LENGTHS) r INSTALL FLANGE UP FOR WALL MOUNT 1 4 SECURE TO WALL N USING WALL BRACKETS DRAWING NUMBER: N.T.S. N.T.S. //A\ ,„- NQT USED K NOT USED G LOCKER DETAIL ,T , . .k,,i,T , - D HANGER MANAGEMENT T 7 T A 1''� .111. �� /'' �:� 1��i1 i r:�►�� 0 • --) TABLE OF CONTENTS 5. 5140P DRAWINGS: SUBMIT ONE REPRODUCIBLE AND TWO PRINTS; PROVIDE FOR D. INSTALLATION: COMPLY WITI-I MANUFACTURER'S WRITTEN RECOMMENDATIONS AND D. GROUT: PROVIDE NON-SHRINK, NON-METALLIC, PRE-MIXED, FACTORY PACKAGED, D. CERTIFICATION: CERTIFICATION WILL NOT SE REQUIRED. CUSTOM PRODUCTS AND PRODUCTS NOT FULLY IDENTIFIED SY PRODUCT DATA. INSTALLATION INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE NON-STAINING, NON-CORROSIVE, NON-GASEOUS GROUT; TYPE SPECIFICALLY E. DELIVERY, STORAGE AND DANDLING: COMPLY WITH AWI OR WIC STANDARDS AND DIVISION 0: CONDITIONS OF THE CONTRACT SPECIFIED. RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED. MANUFACTURE RECOMMENDATIONS. 00700 GENERAL CONDITIONS (A IA A201-1997) C. PRODUCT DATA: SUBMIT NUMBER REQUIRED BY CONTRACTOR PLUS TWO FOR E. PROTECTION: COVER PRODUCTS SUBJECT TO DETERIORATION WITI-I IMPERVIOUS F. NON-SALES WOOD SHELVING: AM OR WIC/CUSTOM GRADE HARDWOOD-EDGED 00800 SUPPLEMENTARY CONDITIONS OWNER'S PROJECT MANAGER; INDICATE ITEM TO BE USED WHERE DATA FOR MORE SHEET, PROVIDE VENTILATION TO AVOiD CONDENSATION AND TRAPPING WATER. E. FASTENERS AND ROUGH HARDWARE: TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE PLYWOOD. DIVISION 1: GENERAL REQUIREMENTS THAN ONE PRODUCT OR OPTION IS INCLUDED; PROVIDE FOR EACH STOCK ZINC-COATED FASTENERS FOR EXTERIOR USE OR WHERE BUILT INTO EXTERIOR WALLS. 1. ADJUSTABLE SHELVING BRACKETS: INSTALL HEAVY DUTY STANDARDS AND Z 01100 SUMMARY OF WORK MANUFACTURED ITEM. F. CUTTING AND PATCHING: CUT AND FIT COMPONENTS AS REQUIRED; PATCH BRACKETS WITH SLOTS 2" ON CENTER, SUPPORTS MAXIMUM 24" APART AND 0 01300 ADMINISTRATIVE REQUIREMENTS D. MANUFACTURER'S CERTIFICATES: PROVIDE TWO. DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHES. F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED. MINIMUM 12" SHELF BRACKETS UNLESS OTHERWISE INDICATED. ' • I - 01400 QUALITY REQUIREMENTS E. COORDINATION: COORDINATE USE OF PREMISES AND ACCESS TO SITE UNDER 01500 TEMPORARY FACILITIES AND CONTROLS DIRECTION OF OWNER; COORDINATE WORK TO ASSURE EFFICIENT AND ORDERLY 1. REFINISHING: REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE EVEN G. PAINT: PROVIDE PRIMERS AS RECOMMENDED BY PAINT MANUFACTURERS FOR z 01600 PRODUCT REQUIREMENTS SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS. FINISH TO MATCH ADJACENT FINISHES• FOR CONTINUOUS SURFACES REFINISH SUBSTRATES AND PAINTS SPECIFIED IN SECTION Ogg00 - PAINTING. G. PLASTIC LAMINATE SASE: AIM OR WiC/CUSTOM GRADE NEMA LD-3.1 HIGH PRESSURE _ 01630 SUBSTITUTIONS AND PRODUCT OPTIONS TO NEAREST INTERSECTION, FOR AN ASSEMBLY REFINISH ENTIRE UNIT. LAMINATES, VERTICAL SURFACE TYPE NOMINAL 0.032" THICK, WITH 1/4" MEDITE „� 01700 EXECUTION REQUIREMENTS 1. MAKE PROVISIONS FOR OWNER INSTALLED ITEMS AND FOR SEPARATE 1. GALVANIZING REPAIR PAINT: HIGH ZINC-DUST CONTENT PAINT FOR CORP/MEDITE II MDF BACKING. (Pain 01735 SELECTIVE DEMOLITION CONTRACTS. REGA LVAN I Z I NG WELDS IN GALVANIZED STEEL. 1. MANUFACTURERS: WILSDNART/M ETA L LAMINATES. _ ....... _ Z 01800 SYSTEMS DEMONSTRATION 2. VERIFY CHARACTERISTICS OF INTERRELATED OPERATING EQUIPMENT ARE G. FINAL CLEANING: CLEAN INTERIOR AND EXTERIOR SURFACES EXPOSED TO VIEW, H. FABRICATION: FABRICATE ITEMS WITH JOINTS NEATLY FITTED AND PROPERLY 2. TYPE: REFER TO FINISH SCHEDULE. Z COMPATISLE; COORDINATE WORK HAVING INTERDEPENDENT RESPONS 181 L I T I ES REMOVE TEMPORARY LABELS, STAINS, AND FOREIGN SUBSTANCES; POLISH SECURED; GRIND EXPOSED WELDS CONTINUOUS, SMOOTH AND FLUSH WITH H. ANCHORS, NAILS AND SCREWS: SELECT THE MATERIAL, TYPE, SIZE AND FINISH Z 0 DIVISION 2: SITE CONSTRUCTION (NOT USED) FOR INSTALLING, CONNECTION TO, AND PLACING SUCH EQUIPMENT IN SERVICE. TRANSPARENT AND GLOSSY SURFACES; VACUUM CARPETED AND SOFT SURFACES; ADJACENT FINISHED SURFACES, AND EASE EXPOSED EDGES TO APPROXIMATE 1/32" REQUIRED SY EACH SUBSTRATE FOR SECURE ANCHORAGE; PROVIDE TOOTHED STEEL - - Z U CLEAN DUCTS; CLEAN SITE. UNIFORM RADIUS. OR LEAD EXPANSION SOLT SCREWS FOR DRILLED-IN-PLACE ANCHORS. "Q DIVISION 3: CONCRETE 3. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND 1. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE J 03540 CEMENTITIOUS UNDERLAYMENT ELECTRICAL WORK; CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS; H. SUBSTANTIAL COMPLETION: PROVIDE DOCUMENTATION STATING WORK HAS SEEN ' I. WOOD FILLER: COLOR TO MATCH WOOD BEING FILLED. D. MECHANICALLY FASTENED. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WiTH FINISHES. SUBSTANTIALLY COMPLETED. WHERE OWNER REQUIRES USE OF SPACE PRIOR TO 2. FIT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS FOR DELIVERY. I. W Z DIVISION 4: MASONRY FINAL COMPLETION, PROVIDE LIST OF ITEMS TO BE COMPLETED. C.� 04850 STONE ASSEMBLIES FINISHES: GALVANIZE AND PRIME PAINT EXTERIOR MISCELLANEOUS METAL, J. FABRICATION: FABRICATE FINISH CARPENTRY ITEMS IN ACCORDANCE WITH SPECIFIED SECTION 01400 - QUALITY REQUIREMENTS PRIME PAINT INTERIOR MISCELLANEOUS METAL; GALVANIZE COATING MINIMUM QUALITY STANDARD. Q C/) DIVISION 5: METALS i. OWNER'S PROJECT MANAGER WILL REVIEW LIST OF ANY ITEMS TO BE Gq0 COATING, GALVANIZED AFTER FABRICATION. K. INSTALLATION: INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, PLUMB, I CW 05500 METAL FABRICATIONS A. GENERAL QUALITY CONTROL: MAINTAIN QUALITY CONTROL OVER SUPPLIERS, COMPLETED AND SUPPLEMENT LIST WITH ITEMS CONSIDERED TO BE LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS; SHIM AS REQUIRED, USING co ci 05700 ORNAMENTAL METALS MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS, AND WORKMANSHIP, TO INCOMPLETE OR UNACCEPTABLE. I. CLEAN SURFACES OF RUST, SCALE, GREASE AND FOREIGN MATTER PRIOR TO ` PRODUCE WORK OF SPECIFIED QUALITY. I• FINAL COMPLETION: PROVIDE WRITTEN CERTIFICATION INDICATING WORK Is IN CONCEALED SHIMS. W APPLYING GALVANIZED OR PAINTED FINISH 1. INSTALL BOARDS AND BATTENS IN SINGLE UNJOINTED LENGTHS FOR DIVISION 6: WOOD AND PLASTICS COMPLIANCE WITH CONTRACT DOCUMENTS, SYSTEMS HAVE BEEN TESTED AND ARE J. INSTALLATION: INSTALL ITEMS SQUARE AND LEVEL, ACCURATELY FITTED AND FREE ". C!� CC 06105 MISCELLANEOUS ROUGH CARPENTRY S. MANUFACTURER'S FIELD SERVICES: WHEN SPECIFIED IN RESPECTIVE SPECIFICATION OPERATIONAL, AND WORK IS READY FOR FINAL INSPECTION. j OPENINGS AND FOR RUNS LESS THAN 10 0 , FOR LONGER RUNS USE ONLY W 0 06200 FIN151.1 CARPENTRY FROM DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE; ONE PIECE LESS THAN 10'-0"• PROVIDE SCARF JOINTS BETWEEN MEMBERS 06400 ARCHITECTURAL WOODWORK SECTIONS, REQUIRE MANUFACTURER OR SUPPLIER TO HAVE QUALIFIED PERSONNEL ENSURE ALIGNMENT WITH ADJACENT CONSTRUCTION; COORDINATE WITH RELATED MEMBERS, ~ PROVIDE ON-SITE OBSERVATIONS AND RECOMMENDATIONS. J. PROJECT RECORD DOCUMENTS: MAINTAIN COMPLETE AND UP-TO-DATE RECORD WORK TO ENSURE NO INTERRUPTION IN INSTALLATION. STAGGER JOINTS IN ADJACENT MEMBERS; MITER CORNERS. DIVISION 7: THERMAL AND MOISTURE PROTECTION DOCUMENTS; KEEP SEPARATE FROM FIELD DOCUMENTS. SUBMIT PROJECT RECORD L. PREPARATION FOR FIELD FINISHING: SAND WORK SMOOTH AND SET EXPOSED NAILS t0 07210 BUILDING INSULATION 1. REPRESENTATIVE SHALL: DOCUMENTS, MATERIAL AND FINISH DATA, OPERATION AND INSTRUCTION MANUALS, i. SUPPLY ITEMS REQUIRING TO BE CAST INTO OR EMBEDDED IN OTHER AND SCREWS; APPLY WOOD FILLER IN EXPOSED NAiL AND SCREW INDENTATIONS AND '-' '-' . W 07560 ROOF REPAIRS A. OBSERVE FIELD CONDITIONS, INCLUDING CONDITIONS OF SURFACES. WARRANTIES AND BONDS AT COMPLETION. MATERIALS TO APPROPRIATE TRADES. 07600 FLASHING AND SHEET METAL OBSERVE QUALITY OF WORKMANSHIP AND METHODS OF INSTALLATION. " 11" 2. AFTER INSTALLATION, TOUCH-UP FIELD WELDS AND SCRATCHED AND DAMAGED LEAVE READY TO RECEIVE SITE-APPLIED FINISHES. 07810 PATCHING EXISTING FIREPROOFING 1. SUBMIT SOUND IN 8-1/2 X 11 THREE RING BINDERS WITH DURABLE PLASTIC SURFACES; USE PRIMER CONSISTENT WITH SHOP COAT OR RECOMMENDED FOR SEAL CONCEALED AND SEMI-CONCEALED SURFACES; BRUSH APPLY ONLY, USING 07840 FIRESTOPPING B. PROVIDE RECOMMENDATIONS FOR INSTALLATION AND WORKMANSHIP. COVERS. ARRANGE IN FORMAT SIMILAR TO SPECIFICATIONS. GALVANIZED SURFACES, AS APPLICABLE. PRIMER CONSISTENT WITI-I FINISH COATS SPECIFIED UNDER SECTION OQIg00 - 07900 JOINT SEALERS K. WARRANTIES• PROVIDE WARRANTIES AS INDICATED, SIGNED BY CONTRACTOR AND PAINTS AND COATINGS. DIVISION 8: DOORS AND WINDOWS C. WHERE REQUIRED, START, TEST, AND ADJUST EQUIPMENT A5 K. METAL FRAMING: CONFORM TO ASTM C754; COMPLETE 16 GAGE AND LIGHTER M. PLYWOOD WALL PANELS: AS SPECIFIED ON THE FINISH SCHEDULE. 08110 STEEL DOORS AND FRAMES APPLICABLE. MANUFACTURER; FORM AS APPROVED BY OWNER PRIOR TO EXECUTION. STEEL STUDS AND SUSPENSION SYSTEMS FOR GYPSUM BOARD SYSTEMS (SEE 1. PLEASING MATCH - VENEERS ARE TO SE MATCHED BY COLOR AND PATTERN 08210 WOOD DOORS D. SUBMIT WRITTEN REPORT TO OWNER'S PROJECT MANAGER OF DIVISION q SECTION 9260). PROVIDE ACCESSORIES REQUIRED FOR COMPLETE SIMILARITY. NO SHARP CONTRASTS CAN APPEAR AT THE JOINTS. 08310 ACCESS DOORS AND PANELS OBSERVATIONS. 1. WARRANTIES SHALL SE iN ADDITION TO AND NOT A LIMITATION OF OTHER INSTALLATION 08410 ALUMINUM FRAMED STOREFRONTS C. MOCK-UPS: CONSTRUCT FIELD SAMPLES AND MOCK-UPS ON SITE AS REQUIRED. RIGHTS OWNER MAY HAVE AGAINST CONTRACTOR UNDER CONTRACT DOCUMENTS 08700 HARDWARE AND AS PRESCRIBED SY LAW, REGARDLESS OF WORDING OF WARRANTY. SECTION 06400 - ARCHITECTURAL WOODWORK Z SECTION 05700 - ORNAMENTAL METALS z N o v°r 08800 GLAZING D. TESTING LABORATORY SERVICES: TESTING SHALL BE BY AN APPROVED TESTING z Q m~,A Z L 08830 FRAMELESS MIRRORS A. GENERAL: INSTALL OWNER FURNISHED CASEWORK AND COUNTERTOPS; PROVIDE W W 8 Z Z W o W~W 8 m LABORATORY, AS REQUIRED BY SPECIFICATIONS AND BY APPLICABLE CODES. 2. PROVIDE A LIST OF SUBCONTRACTORS CONTACTS AND PHONE NUMBERS IN A it Z�, W g tg°U°3 A. GENERAL: PROVIDE CUSTOM ORNAMENTAL METAL ITEMS AS INDICATED WITH o J H N _ °a z FRAME MOUNTED ON OFFICE DOOR. ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. • °_ °W 3. 8 W=v,Z o ACCESSORIES AND ATTACHMENT DEVICES AS REQUIRED FOR COMPLETE, FINISHED W W N °F-°° DIVISION q: FINISHES 1. TESTING REQUIRED WILL BE PAI D FOR BY OWNER EXCEPT RETESTING WILL BE INSTALLATION. H W v. x °3 Li 3 W <°°W 09260 GYPSUM BOARD ASSEMBLIES PAID FOR BY CONTRACTOR WHERE REQUIRED BY FAILURE TO MEET ORIGINAL B. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI)/QUALITY S'6 o W Z►-a c1 2 r °r W 09300 TILE SECTION 01735 - SELECTIVE DEMOLITION 1. ORNAMENTAL METAL ITEMS: INSTALL STAINLESS STEEL AND BREAK METAL „ c,rz W=° 2 Q ° TESTS. STANDARDS OR WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL OF Q°Q m 4=~W Z ° .``a O° 09510 ACOUSTICAL CEILINGS SHAPES AS INDICATED ON DRAWINGS. a``a cg o N" W(X Q N°8 N 2. CONTRACTOR SHALL FURNI514 MATERIALS AND SAMPLES FOR TESTS AND SHALL MILLWORK" STANDARDS; MINIMUM PREMIUM GRADE. "W v'Z • °"°~_ ~°a°°° Og64o WOOD STRIP FLOORING A. SELECTIVE DEMOLITION: REMOVE FROM SITE EXISTING MATERIALS, CONSTRUCTION B. FABRICATOR: FIRM WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE FABRICATING z°Z < =0 o%50 RESILIENT TILE FLOORING ASSIST TESTING LABORATORY AS REQUESTED. ' W Q °`` W a W AND UTILITIES AS NEEDED TO COMPLETE PROJECT. REMOVE EXISTING ELEMENTS ORNAMENTAL METAL ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT. °Z Z- °.m�'° C;31-15X= • G. SUBMITTALS: FURNISH PRODUCT DATA FOR CONTRACTOR FURNISHED ACCESSORIES W� o N U 00 09655 RESILIENT SHEET FLOORING INDICATED AND ENCOUNTERED DURING CONSTRUCTION, AS NEEDED TO COMPLETE =z W z .)._=s s 2'...,.., ,,T, ~o W~ 09680 CARPET AND WALK-OFF MAT SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS ` C. STAINLESS STEEL: ASTM A666 TYPE 302/304 CORROSION RESISTANT STAINLESS INCLUDING SAMPLES OF EXPOSED MATERIALS. o W g m o a a.°-.T,..-. WORK °<°o W Gaza° W =� ° 09720 VINYL WALL COVERING 1. REMOVE ONLY THOSE ELEMENTS NECESSARY FOR COMPLETION OF PROJECT, STEEL WITN-I NO. 4 SATIN DIRECTIONAL FINISH. D. STORAGE AND HANDLING: COMPLY WITH MANUFACTURER RECOMMENDATIONS. W r W W o W ~ `�a z 1�- 09720 CORK WALL COVERING A. GENERAL: PROVIDE TEMPORARY CONSTRUCTION FACILITIES AND TEMPORARY REPLACE OR REPAIR ELEMENTS UNNECESSARILY REMOVED OR DAMAGED DURING D. BRACKETS AND ANCHORS: UNEXPOSED PLATES, ANGLES AND SUPPORTS MAY BE ~ ,_N -~L,-_ °~ °~v 09770 PREFINISHED FIBERGLASS WALL PANELS CONTROLS AS REQUIRED TO COMPLETE PROJECT iN ACCORDANCE WITH CONTRACT E. ACCESSORIES: PROVIDE AS INDICATED AND AS REQUIRED TO INSTALL W° W =W"" °`` CONSTRUCTION. STEEL; EXPOSED ITEMS TO MATCH ORNAMENTAL METAL TYPE AND FINISH. W W a<o V„, ..,Q. � 09900 PAINTS AND COATINGS DOCUMENTS AND TO CONFORM WITH REQUIREMENTS OF APPLICABLE AUTHORITIES. ARCHITECTURAL WOODWORK AS INDICATED; COORDINATE ACCESSORIES REQUIRED FOR 3°W t W a a o a W a N 3 E5=o 2. CAREFULLY REMOVE AND STORE ITEMS INDICATED FOR REUSE IN PROJECT <0 3 W" a INSTALLATION OF OWNER FURNISHED ARCHITECTURAL WOODWORK NOT FURNISHED N m N W a o o DIVISION 10: SPECIALTIES AND COORDINATE WITH OTHER TRADES FOR MODIFICATIONS AND E. FASTENERS: TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE CONCEALED FASTENERS ° 10160 METAL TOILET COMPARTMENTS 1. CONTRACT GOVERNING AUTI-IORITIES TO ESTABLISH EXTENT OF TEMPORARY REINSTALLATION. EXCEPT WHERE SPECIFICALLY APPROVED; WHERE EXPOSED MATCH TYPE AND FINISH WITH ARCHITECTURAL WOODWORK. F W L Z s..)., -*- v� g W -Z Z �''►�W<a`i! t i Qg Et-,W t i G F_2� 10260 CORNER GUARDS FACILITIES AND TEMPORARY CONTROLS REQUIRED BY AUTHORITIES. 3. PROTECTION: PREVENT MOVEMENT AND SETTLEMENT OF ADJACENT STRUCTURE; OF METAL BEING FASTENED. APPROVED; N g_Z° co°W"':,,: a° -1 z=F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND REFERENCED W 3 a H a_°`�10500 LOCKERS PROVIDE BRACING SHORING AND UNDERPINNING As NEEDED AND SE "° °W`" °W== °Y W W STANDARDS. TAKE SPECIAL CARE COORDINATING INSTALLATION OF OWNER FURNISHED W<H a W z Q=~~ Z°~ °'"10536 AWNINGS B. TEMPORARY POWER: PRDV IDE POWER SERVICE AND LIGHTING REQUIRED FOR . °. _° o a W N 3 v,==: RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURES. ASSUME LIABILITY 1. CONCEALED STEEL FASTENERS: HOT-DIPPED GALVANIZED MINIMUM G9O WHERE ARCHITECTURAL WOODWORK WITH MANUFACTURER RECOMMENDATIONS AND Z"W° '-" (' ~° <_10680 COMPACT MOBILE STORAGE UNITS OPERATIONS WITH BRANCH WIRING AND DISTRIBUTION BOXES LOCATED TO ALLOW °z Z W Z°° Z Z Z�" ° �Z~,�Z FOR SUCH MOVEMENT AND SETTLEMENT. BUILT INTO EXTERIOR WALLS OR SUBJECT TO HIGH HUMIDITY. INSTALLATION INSTRUCTIONS. z 0. ~°a~ =W o 0 o Q Z 3 °°0�'d N U J Z �Z V N Q fn =�V Z N t!1 Q 10810 TOILET ACCESSORIES SERVICE AND LIGHTING BY MEANS OF CONSTRUCTION-TYPE POWER CORDS. °.,,o W° °a o.-3 �?°F-Y W� V = �w F. FABRICATION: FABRICATE COMPONENT CONNECTIONS TO SUPPORT SPECIFIED DESIGN a W z o W er=W d W.o V W DIVISION 11: EQUIPMENT NOT USED 4. UTILITIES: CONTACT APPLICABLE UTILITY COMPANIES PRIOR TO DISCONNECTING 1. INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE PLUMB LEVEL C. TEMPORARY WATER AND SANITARY SERVICES: PROVIDE AND MAINTAIN REQUIRED UTILITIES; DISCONTINUE WORK IF UNEXPECTED UTILITY LINES ARE ENCOUNTERED. LOADS. > ,PRINKING WATER ANp SANITARY FACILITIES WITH ENCLOSURES. i. SELECT MATERIALS FOR STRAIGHTNESS, FREE OF DEFECTS AND TRUE AND STRAIGHT WiTH NO DISTORTIONS. N M DIVISION 12: FURNISHINGS (NOT USED) DETERMINE LiNE SOURCE AND USE PRIOR TO REMOVAL. CAP AND IDENTIFY IRREGULARITIES. 2. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. C� co EXISTING UTILITY LINES REMOVED. c�DIVISION 13: SPECIAL CONSTRUCTION (NOT USED) D. NOISE, DUST, AND POLLUTION CONTROL: PROVIDE MATERIALS AND EQUIPMENT 2. EXPOSED-TO-VIEW SURFACES EXHIBITING PITTING, SEAM MARKS, ROLLER 3. ENSURE MECHANICAL AND ELECTRICAL ITEMS AFFECTING ARCHITECTURAL 4' 0 0 NECESSARY TO COMPLY WITH LOCAL REQUIREMENTS FOR NOISE, DUST, AND MARKS, "OIL CANNING," STAINS, DISCOLORATIONS, AND IMPERFECTIONS ON WOODWORK ARE PROPERLY PLACED, COMPLETE, AND HAVE SEEN INSPECTED DIVISION 14: CONVEYING SYSTEMS (NOT USED) POLLUTION CONTROL. SECTION 01600 - SYSTEMS DEMONSTRATIONS FINISHED UNITS ARE NOT ACCEPTABLE. SY OWNER'S PROJECT MANAGER PRIOR TO COMMENCEMENT OF INSTALLATION.E. BARRIERS: PROVIDE AS REQUIRED TO PROTECT ADJACENT PROPERTIES FROM 3. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE CNI o DIVISION 15: MECHANICAL (REFER TO MECHANICAL DRAWINGS) DAMAGE FROM OPERATIONS; AND AS REQUIRED BY GOVERNING AUTHORITIES. A. SUMMARY: PROJECT INCLUDES SPECIAL FACILITY START-UP PROCESS TO BRING MECHANICALLY FASTENED; PROVIDE CONCEALED CONNECTION DEVICES WITH 4. SECURE WORK TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, o FACILITY TO FULLY OPERATIONAL STATE, FREE OF DEFICIENCIES, IN MOST HIDDEN FASTENERS OR AS DETAILED. CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR A COMPLETE N DIVISION 16: ELECTRICAL (REFER TO ELECTRICAL DRAWINGS) 1. BARRICADE AS REQUIRED BY CITY OR LANDLORD, IN ACCORDANCE WITH ALL EFFICIENT AND TIMELY MANNER ACHIEVABLE. 4. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT WHERE CONCEALED, INSTALLATION.CODES, CRITERIA, ANp DETAILS. WITH PREFORMED SEPARATORS, OR SIMILAR METI-NOD TO PREVENT CORROSION. 5• SCRIBE AND GUT FOR ACCURATE FIT TO OTHER FINISHED WORK. Q DIVISION O: CONDITIONS OF THE CONTRACT 2. SECURITY: MAINTAIN SITE AND MATERIALS SECURE DURING CONSTRUCTION G. INSTALLATION: INSTALL ORNAMENTAL METAL ITEMS IN ACCORDANCE WITH 6. INSTALL ARCHITECTURAL WOODWORK UNDER SUPERV1510N OF FACTORY-TRAINED �-i- PERIOD. DIVISION THREE: CONCRETE MANUFACTURER'S RECOMMENDATIONS INSTALLATION INSTRUCTIONS AND MECHANICS. SECTION 00700 - GENERAL CONDITIONS F. CLEANING: CONTROL ACCUMULATION OF WASTE MATERIALS AND RU881514; DISPOSE 7. ATTACH ARCHITECTURAL WOODWORK SECURELY IN PLACE WITH UNIFORM JOINTS E- OF OFF-SITE AT INTERVALS APPROVED SY OWNER'S PROJECT MANAGER AND SECTION 03540 - CEMENTITIOUS UNDERLAYMENT APPROVED SHOP DRAWINGS. PROVIDING FOR TI-IERMAL AND BUILDING MOVEMENTS. Z W " A. GENERAL CONDITIONS: THE GENERAL CONDITIONS OF THE CONTRACT FOR ACCEPTABLE TO APPLICABLE AUTHORITIES. i. INSTALL PLUMB, TRUE AND IN CORRECT RELATION TO ADJACENT WORK, FREE •• p -? A. GENERAL: PROVIDE POURED CEMENTITIOUS UNDERLAYMENT SYSTEM NOT INTENDED FROM DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE AND " w j= o CONSTRUCTION, AIA DOCUMENT A201, 1997 EDITION, IS A PART OF THIS CONTRACT, A5 FINISI-IED TRAFFIC SURFACE INCLUDING ACCE550RIE5 AS REQUIRED FOR 6• ACCEPTABLE TOLERANCES: A. VARIATION FROM TRUE POSITION: MAXIMUM 1/ib Q o ce AND SHALL GOVERN WORK. G. SIGNS: SUBJECT TO APPROVAL OF OWNER'S PROJECT MANAGER. ' PERFORMANCE. " , " ,Q COMPLETE INSTALLATION. 2. PRIOR TD SECURING CONTINUOUS ITEMS, ADJUST TO ENSURE PROPER AT ANY POSITION AND MAXIMUM 1/8 IN ANY 10 -0 LENGTH. Y w 1. A COPY WILL BE MADE AVAILABLE BY ARCHITECT UPON REQUEST. D. STORAGE: LIMIT ON-SITE STORAGE TO AREAS DESIGNATED FOR CONSTRUCTION 8. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE. MATCHING AT BUTT JOINTS AND CORRECT ALIGNMENT THROUGHOUT THEIR < Z W OPERATIONS AND APPROVED IN WRITING IN ADVANCE BY OWNER; PROVIDE C. INSTALLER: FIRM WITH MINIMUM 5 YEARS SUCCESSFUL EXPERIENCE, REGULARLY LENGTH. G. ADJOINING SURFACES OF SAME MATERIAL: NO VARIATION PERMITTED. Ao < w Q ADDITIONAL WEATHER-TIGHT, SECURED OFF-SITE STORAGE AS REQUIRED. ENGAGED IN INSTALLATION OF SPECIFIED MATERIALS, PROPERLY EQUIPPED AND 3. REPAIR OR REPLACE ITEMS DAMAGED OR MARRED DURING CONSTRUCTION. a -""SECTION 00600 - SUPPLEMENTARY CONDITIONS 1. REMOVAL AND CLEANING: REMOVE CONSTRUCTION FACILITIES CLEAN AND REPAIR ACCEPTABLE TO MANUFACTURER. . 0 DAMAGE, IN EXCESS OF CONTRACT REQUIREMENTS, CAUSED 8Y OPERATIONS OR USE D• MANUFACTURER: ARDEX: K-15; W.R.BONSAL CO.: SELF-LEVELING UNDERLAYMENT. SECTION 05600 - EXPANSION JOINT COVERS DIVISION SEVEN: THERMAL AND MOISTURE PROTECTION w z o N CO A. CONDITIONS AND REQUIREMENTS: GENERAL CONDITIONS, SUPPLEMENTARY OF TEMPORARY FACILITIES. •CONDITIONS AND DIVISION 1 - GENERAL REQUIREMENTS CONTAIN INFORMATION E. SYSTEM: POURABLE CEMENTITIOUS, HIGH-STRENGTH, FAST-SETTING, NON-SHRINK, A. GENERAL: PROVIDE EXPANSION CONTROL AND RELATED WORK AS REQUIRED FOR SECTION 07210 - BUILDING INSULATION ,Q o NECESSARY FOR COMPLETION OF EVERY PART OF PROJECT. SECTION 01600 - PRODUCT REQUIREMENTS SELF-LEVELING UNDERLAYMENT; MINIMUM 4000 PSI COMPRESSIVE STRENGTH AT COMPLETE FINISHED INSTALLATION. A. GENERAL: PROVIDE THERMAL INSULATION WITH ACCESSORIES AS REQUIRED FOR COMPLETE _ o 28 DAYS, ASTM C34q. TOLERANCE i5 TO SE 1/8 OVER TEN FEET B. QUALITY CONTROL: FLOOR COVERS SHALL SE DESIGNED TO WITHSTAND A MIN. POINT INSTALLATION. s,B. DIVISION 1: WHERE PROVISIONS OF GENERAL CONDITIONS RELATE TO PROJECT A. CONTRACT AMOUNT: BASE ON MATERIALS AND PRODUCTS IN CONTRACT LOAD OF 500 LBS., WALL COVERS SHALL BE DESIGNED TO WITHSTAND A MIN. POINT 1. INSULATION INTEGRAL WITH ROOFING REPAIRS IS PROVIDED WITH ROOFING, AND ..ADMINISTRATION OR WORK-RELATED REQUIREMENTS OF THE CONTRACT, TH05E DOCUMENTS; WHERE LISTED IN CONTRACT DOCUMENTS MATERIALS AND PRODUCTS F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION LOAD OF 75 LBS. A I A INSU ION IS I WI I4 YPSUM BOARD ASSEMBLIES. Z o PARAGRAPHS ARE EXPANDED IN DIV151ON. ` INSTRUCTIONS. COUST G L LAT PROV DED T G 0 SY MANUFACTURERS NOT LISTED SHALL NOT SE USED WITHOUT WRITTEN C. FABRICATION: PROVIDE EXPANSION JOINT COVER ASSEMBLIES OF DESIGN BASIC "' Z C. SUBCONTRACTORS: CONTRACTOR AGREES To BIND SUBCONTRACTORS AND G. FURNISH AND INSTALL EPDXY BASED OR APPROVED EQUAL MANUFACTURER 8. THERMAL BATT INSULATION: OWENS CORNING/FS-25, USG/THERMAFIBER F525, OR JOHNS F- Z M MATERIAL SUPPLIERS TO TERMS OF GENERAL AND SUPPLEMENTARY CONDITIONS APPROVAL. ' ' PROFILE, MATERIALS, AND OPERATION INDICATED. SELECT UNITS COMPARABLE TO MANVILLE/FSK-25; FOIL FACED VAPOR RETARDER FACED, VAPOR RETARDER TOWARD INSIDE. Q �� • _' B. PRODUCTS: COMPONENTS SUPPLIED IN QUANTITY SHALL BE INTERCHANGEABLE; RECOMMENDED LEVELING COMPOUND AT SENSORMAT PANEL UNITS. (SEE DETAIL IN rh N INCLUDING ARBITRATION. THOSE INDICATED OR REQUIRED TO ACCOMMODATE JOINT SIZE, VARIATIONS IN (n o V PROVIDE NEW MATERIALS UNLESS OTHERWISE DIRECTED IN CONTRACT DOCUMENTS. ELECTRICAL DRAWINGS.) ADJACENT SURFACES, STRUCTURAL MOVEMENT. PROVIDE ALUMINUM COVERS OF i• r4 I0 N cc�/R V �,uE, qc� Its D I O W `� v Q) .• o D. INSURANCE: AS APPROVED SY OWNER. ALLOY 6063-T5 FOR EXTRUSIONS 3 ALLOY 6061-T6 FOR SHEET * PLATE. C. ACCES5�ORIE;S: PROVIDE TAPE OR NETRATTON 1NIC Ic�S•WI•IERE REQUIRED TO ENSURE Z •; ix a O C. INSTALLATION: INSTALL ITEMS PLUMS LEVEL AND SECURE AND IN CORRECT PERMANENT INSTALLATION. - >- et E. MISCELLANEOUS DEFINITIONS: DIVISION FOUR: MASONRY _1. APPROVED: REQUIRES WRITTEN ACTION 8Y ARCHITECT AS DOES TERMS SUCH RELATION TO ADJACENT PRODUCTS; SECURE IN PLACE WITH POSITIVE ANCHORAGE D. FINISH: CLEAR ANODIZE FINISH, AA-C204R1, MEDIUM MATTE ETCHED FINISH WITN 0.4 D. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. H a ? z ~ a AS DIRECTED, SELECTED, REQUIRED, ORDERED, DESIGNATED, ACCEPTED, DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, AND RACKING. ECTION 04850 - STONE ASSEMBLIES MIL MIN. THICK ANODIC COATING. ' w w w ? V ACCEPTABLE, AND SATISFACTORY. _ E• INSTALLATION: COMPLY WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS X .+cp U 0- - OS 1. COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION A. t ERAL: PROVIDE STONE FABRICATIONS FOR CLADDING AS INDICAT •'I•WINGS, FOR ALL PHASES OF WORK, INCLUDING PREPARATION OF SUBSTRATE, APPLYING SECTION 072.40 - EXTERIOR INSULATION FINI51-I SYSTEi"i (0 a V W CI 2. FURNISH: SUPPLY AND DELIVER TO PROJECT UNLESS OTHERWISE STATED IN INSTRUCTIONS EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED. IN UDING ANCHORS, MORTAR, GROUT, AND ACCESSORIES AS RE• • •' COMPLETE, MATERIALS AND PROTECTION OF INSTALLED UNITS. GENERAL a" • to " v) 0 w REATER DETAIL. ' FINN"' D INSTALLATION. 1 IN •G DECTION 0 05 - WOOD AND PLASTICS 1. SECT ON GEODES REVISIONS.3. INSTALL: OPERATIONS AT PROJECT, FROM INSPECTING AND UNLOADING, TO D. TRANSPORTATION: TRANSPORT PRODUCTS TO AVOID PRODUCT DAMAGE, DELIVER A. MATERIALS AND INSTALLATION OF EIFS. RE4UIRED BY: DATE COMPLETION IN PLACE, READY FOR INTENDED USE. IN UNDAMAGED CONDITION IN MANUFACTURER'S UNOPENED CONTAINERS OR B. Q AALITY •• TC OL: OBSERVE STONE DURING FABRICATION A U CONSISTENCY SECTION 06105 - MISCELLANEOUS ROUGH CARPENTRY 1.02 ' LATED SECTIONS PACKAGING. F PPEA E. SECTION 07210• BUILDING INSULATION A LANDLORD • • DEPT. s 08/12/10 4. PROVIDE: FURNISH AND INSTALL COMPLETE AND READY FOR INTENDED USE E. DANDLING: PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY 1. DEFEC - AND BLEMISHES: CONTRASTING SPOTS, • ' LEMENTS, IRREGULAR A. GENERAL: PROVIDE MISCELLANEOUS ROUGH CARPENTRY. B. SECTION 07560: ROOF REPAIRS UNLESS OTHERWISE STATED IN GREATER DETAIL. METHODS TO PREVENT SOILING AND DAMAGE; PROMPTLY INSPECT TO ASSURE COLOR - `NATIONS, AND IRREGULARITIES IN ARACTERISTICS SHALL 8. STANDARDS: COMPLY WITH REQUIREMENTS OF AMERICAN PLYWOOD ASSOCIATION C. - CTION 07600: FLASHING AND SWEET METAL PRODUCTS ARE CORRECT, COMPLETE, AND UNDAMAGED, AND QUANTITIES ARE BE CONSI• RED DEFECTS AND BLEMISHES. (APA), AND APPLICABLE CODE REQUIREMENTS. D. S- TION 07g00: JOINT SEALERS CORRECT. C. PLYWOOD: PROVIDE MINIMUM APA C-D EXTERIOR (COX) PLYWOOD; STRESS RATED E. SEC ON 08410: ALUMINUM FRAMED STOREFRONTS C. COMPOSITE STONE: A INDICATED ON DRAWINGS• • PE OF STONE SHALL COME „ F. SECTI0 08800: GLAZING F. STORAGE: STORE MATERIAL IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS, FROM A SINGLE MANUF• TURER TO INSURE IST' T COLOR. WHERE SPANNING SUPPORTING MEMBERS; FIRE RETARDANT TREATED; MINIMUM 3/4 G. SECTI• 09260: GYPSUM BOARD ASSEMBLIES DIVISION ONE: GENERAL REQUIREMENTS WITH SEALS AND LABELS INTACT AND LEGIBLE. THICK UNLESS OTHERWISE INDICATED. 1.03 DESIGN REQUI' MENTS SECTION 01100 - SUMMARY OF WORK G. PROTECTION: PROVIDE COVERINGS TO PROTECT PRODUCTS FROM DAMAGE FROM A. WIND LOAD:► IGN FOR MAXIMUM ALLOWABLE SYSTEM D• TI• NORMAL TO THE TRAFFIC AND CONSTRUCTION OPERATIONS, REMOVE WHEN NO LONGER NEEDED. D. MORTAR AND GROUT MATER s: ASTM 4 �4 ' 1 PORTLAND CEMENT, ASTM C207, PLYWOOD STANDARD: COMPLY WITH PSi (ANSI A19q.1). PLANE OF THE 'LL OF L/240. DESIGN FOR WIND LOAD I I.►- )' ANCE WITH CODE TYPE 5 HYDRATED LIME AND t 5TM ► CLEAN FREE OF HARMFUL REQUIREMENTS. A. SCOPE: PROJECT CONSISTS OF CONSTRUCTION OF THE EXPRESS STORE AS ' ' ' PLYWOOD PANEL BOARDS: PROVIDE PANEL BOARDS FOR ELECTRICAL AND H. SPECIFIED PRODUCTS: FOR PRODUCTS SPECIFIED BY NAMING ONE OR MORE SUBSTANCES; USE WHITE CEMEN ' ' .•L► - • MORTAR AND GROUT, COLOR TO MATCH 8. MOISTURE CONT- •L: PREVENT THE ACCUMULATION O • •a- BEHIND THE EIF SYSTEM INDICATED IN CONTRACT DOCUMENTS. i/8" GROUT JOINT. COMMUNICATION PANEL BOARDS• APA C-D PLUGGED INTERIOR TYPE PRODUCTS OR MANUFACTURERS SELECT PRODUCTS OF ANY NAMED MANUFACTURER STONE UNLESS OTHERWISE INDICAT- •. ' " EITHER BY CONDENSA ON OR LEAKAGE THROUGH TH• ^ �,# STRUCTION IN THE DESIGN PLYWOOD WITH EXTERIOR GLUE FIRE RETARDANT TREATED; MINIMUM- 1/2 V 'INDICATES NO REVISION TO THIS SHEET 1• ITEMS NOTED "WIC" (NOT IN CONTRACT) WiLL SE FURNISHED AND INSTALLED SY MEETING SPECIFICATIONS. ' _ THICK ' AND DETAILING OF TH ALL ASSEMBLY. y.OWNER OR UNDER SEPARATE CONTRACT. E. ACCESSORIES: PROVIDE ACCE P IES REQUIRED FOR COMPLETE SYSTEM. A) PROVIDE FLASHING 0 DIRECT WATER TO THE EXT• NOR WHERE IT i5 LIKELY TO 2. HAZARDOUS MATERIALS: NOT IN CONTRACT; OWNER WILL PROVIDE FOR HANDLING SECTION 01630 - SUBSTITUTIONS AND PRODUCT OPTION D. FASTENERS: PROVIDE FASTENERS AS REQUIRED FOR COMPLETE, SECURE PENETRATE COMPONENT' IN THE WALL ASS 1 LUDING, ABOVE WINDOW AND DOOR 40 S H R E M S H O C K OF HAZARDOUS MATERIALS UNDER SEPARATE CONTRACT PRIOR TO THIS F. FABRICATION: PROVIDE 5 • EXPOS •` SURFACES SMOOTH, TRUE AND FLAT. INSTALLATION OF MISCELLANEOUS ROUGH CARPENTRY; GALVANIZED AT EXTERIOR I-IEADS, BENEATH WINDOW D DOOR SILLS E`-�• /WALL INTERSECTIONS, DECKS, PROJECT. IF HAZARDOUS MATERIALS ARE SUSPECTED, NOTIFY OWNER A. SUBSTITUTIONS AND PRODUCT OPTIONS: PROVIDE PRODUCTS INDICATED OR LOCATIONS AND PRESSURE TREATED WOOD; SIZE AND TYPE TO SUIT ABUTMENTS OF LOWER WAL► WITH HIGH' • , ABOVE PROJECTING FEATURES, AND Shremshock Architects, Inc.IMMEDIATELY. APPROVED• REQUESTS FOR SUBSTITUTIONS OF OTHER PRODUCTS WiLL BE APPLICATION• PROVIDE WASHERS FOR NUTS AND BOLTS. AT THE SASE OF THE WALL. Gerald S. Shremshock,Architect B. WORK SEQUENCE: COORDINATE CONSTRUCTION SCHEDULE OPERATIONS AND USE OF G. FABRICATION: FABRI - OWN AND AS D •ILED ON FINAL SHOP DRAWINGS ' 8) VAPOR DIFFUSION AND CON• SAT ' --'FORMA DEW POINT ANALYSIS OF THE 6130 S. Sunbury Rd. Westerville,OH 43081 CONSIDERED IF SUBMITTED IN WRITING. WITN-I EXPOSED SU' S 00TH, TRUE, AND F • t: 614 545 4550 f: 61 4 545 4555 PREMISES WITH SUILDING MANAGEMENT. 1. CONTRACTOR OPTIONS: PROVIDE PRODUCTS AND MANUFACTURERS NAMED IN CUT ACCU'• ' 0 SHAPE AND DIMENSIONS OWN ON FINAL SHOP DRAWINGS; E. INSTALLATION: COMPLY WITH REFERENCED STANDARDS AND APPLICABLE CODE WALL ASSEMBLY TO DETERMINE E 4 E AL FOR ACCUMULATION OF MOISTURE IN THE G. CONTRACTOR USE OF PREMISES: LIMIT TO AREAS INDICATED ON DRAWINGS AND AS SPECIFICATIONS, SUBMIT REQUEST FOR SUBSTITUTION FOR PRODUCTS AND 1. COMPLY WITN RICATION TOLERANCES OF TH TONE A550CIATION I.E. REQUIREMENTS. WALL ASSEMBLY A5 A RESULT OF AT APOR DIFFUSION AND CONDENSATION. � .�C ADJUST INSULATION THICKNESS AND •" ER WALL ASSEMBLY COMPONENTS ` a4 SPECIFIED; LIMIT ACCESS A5 DIRECTED SY OWNER. MANUFACTURERS NOT SPECIFICALLY NAMED WHERE NAMES ARE LISTED. 1. PLYWOOD: COMPLY WITH RECOMMENDATIONS OF AMERICAN PLYWOOD ,. 1� .GRA NS UTE) FOR SPECIFIED FINISHES. ZE • TOLERANCE WHERE ACCORDINGLY TO MINIMIZE THE SK • CONDENSATION. AVOID THE USE OF VAPOR ASSOCIATION (APA) FOR FABRICATION AND INSTALLATION OF PLYWOOD WORK.H• • T5 ARE REQUIRED. RETARDERS ON THE INTERIOR ' E WALL iN WARM HUMID CLIMATES. -_J D. LINES AND LEVELS ENGINEERING: ESTABLISH LINES AND LEVELS BY USE OF 2. SUBSTITUTIONS: CONTRACTOR SHALL INVESTIGATE PROPOSED SUBSTITUTIONS C. IMPACT RESISTANCEy F ',RECOGNIZED ENGINEERING PRACTICES. LOCATE AND PROTECT CONTROL AND AND DETERMINE IF EQUIVALENT TO PRODUCTS SPECIFIED. SUBMITTALS SHALL H. INSTAL -_4• '• •• NOT USE MATERIAL WITH CHIPS, CRACKS, V• • , DISCOLORATIONS 2. PLACE MISCELLANEOUS ROUGH CARPENTRY TRUE TO LINES AND LEVELS, PROVIDE ULTRA-HIGH IMPACT •NCE TO • MINIMUM WEIGHT OF b'-0" (1.8 M) ABOVE ,REFERENCE POINTS. INCLUDE COST OR TIME BENEFITS FOR SUBSTITUTIONS; FAILURE TO INDICATE E. REGULATORY REQUIREMENTS: PROJECT HAS BEEN DESIGNED NN ACCORDANCE WITH COST oR TIME BENEFIT E IS JUSTIFICATION FOR REJECTION. DR OTHER ► FECTS THAT MIGHT SE VISIBLE OR CAUSE STAINING FINISHED WORK. FINISHED GRADE AT ALL A ESSISLE T PEDESTRIAN TRAFFIC AND OTHER AREAS � I ` ` e °! '°3. CORRELATE LOCATION 50 ATTACHED WORK WILL COMPLY WITH DESIGN EXPOSED TO ABNORMAL IMPACT �' �� APPLICABLE CODES. COMPLY WITH CODE REQUIREMENTS FOR CONSTRUCTION. INFORM 1. ONE APPLICATION: INSTALL CURBS WITH SOFT STAINLESS 5 - L WIRE REQUIREMENTS AND SE PROPERLY LOCATED. D. JOINTS . F ARCHITECT OF DISCREPANCIES CSERVED OR NOTED BY OTHERS. 3, " 1. DESIGN MINIMUM IDE EXPANSION JOIN - IN THE EIFS WHERE THEY EXIST IN `' CONTRACTOR'S REPRESENTATION: REQUESTS CONSTITUTE THAT CONTRACTOR ANCHORS MINIMUM I/6 DIAMETER SET WITH PORTLAND CEMENT iTH ' 4. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS. THE SUBSTRATE •- - "TING CONSTRUCTION, RE WE EIFS ADJOINS DISSIMILAR ; ` , 14A5 INVESTIGATED PROPOSED PRODUCTS AND DETERMINES IT MEETS OR SHRINKAGE REDUCER (EXTERIOR); GROUT JOINTS. EXCEEDS SPECIFIED PRODUCTS AND WAIVES CLAIMS FOR ADDITIONAL COSTS r , a"L F. STANDARDS: COMPLY WITH STANDARDS REFERENCED EXCEPT WHERE MORE RIGID CONSTRUCTION OR MAT=•IALS AT CHANGES IN WI � G HEIGHT AND AT FLOOR LINES IN �H�� '� REQUIREMENTS ARE REQUIRED BY CODE. DATE OF STANDARD IS THAT IN EFFECT THAT SUBSEQUENTLY BECOME APPARENT. 5 FIT CARPENTRY WORK TO OTHER WORK; SCRIBE AND COPE AS REQUIRED FOR MULTI-LEVEL _ •I• .ME CONSTRUCTION. AS OF DATE DOCUMENTS ARE ISSUED, EXCEPT WHEN SPECIFIC DATE IS SPECIFIED. 2. EXECUTE WORK WITH SKILLED MECHANICS AND EMPLOY SKILLED FITTER •T ACCURATE FIT 2. MINIMUM 1/ IDE SEALANT JOINTS AT ALL PEN ._ •TONS THROUGH THE EIFS SITE TO DO NECESSARY FIELD CUTTING AS STONE IS SET. 4. APPROVALS: OWNER'S PROJECT MANAGER SHALL BE JUDGE OF ACCEPTABILITY 6. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND (WINDOWS, • C.). DATE ISSUED: 06/25/1 0 FASTENING AS REQUIRED BY RECOGNIZED STANDARDS. 3. INSTA - - " •. ROD AND SEALANT THAT HAS BEEN EVA■ ATED IN ACCORDANCE WITH DESIGNED BY: M H G. OWNER FURNISHED, CONTRACTOR INSTALLED ITEMS: OWNER WILL ARRANGE FOR AND RESERVES RIGHT TO REJECT PROPOSED SUBSTITUTION BASED ON 3. TOOL JOINTS SLIGHTLY CONCAVE. ASTM C 138 EST METHOD FOR DETERMINING TENSILE ADH •ION PROPERTIES OF AND PAY FOR PRODUCT AS INDICATED ON DRAWINGS TO BE DELIVERED TO INSUFFICIENT INFORMATION; USE ONLY SUBSTITUTIONS APPROVED IN WRITING. SEALANTS Wr . USED IN EXTERIOR INSULATION AND FINISH SY EM (EIFS) JOINTS," AND DRAWN BY: J E B PROJECT SITE FOR CONTRACTOR INSTALLATION. 7. PROVIDE WASHERS UNDER BOLT HEADS AND NUTS IN CONTACT WITH WOOD. SECTION 01700 - EXECUTION REQUIREMENTS DIVISION FIVE: METALS THAT M MINIMUM 50% ELONGATION AFTER CONDITIONING. CHECKED BY: K M M I. CONTRACTOR SHALL INSPECT RECEIVE UNLOAD, STORE, INSTALL AND FINISH 4. DESIGN 4•INTS WITH SECONDARY MOISTURE PROTECTION AND D- N JOINTS TO THE ' RECEIVE, ' ' A. INSTALLER QUALIFICATIONS: INSTALLERS TO HAVE MINIMUM FIVE YEARS SECTION 05500 METAL FABRICATIONS SECTION 06200 - FINISH CARPENTRY EXTERI•-. AS DIRECTED. - SUCCESSFUL EXPERIENCE INSTALLING ITEMS SIMILAR TO THOSE REQUIRED FOR F. TRIM, F •OJECTING ARCHITECTURAL FEATURES AND REVEALS S PEC 1 F 1 C A T 1 O N S SECTION 01300 - ADMINISTRATIVE REQUIREMENTS PROJECT, EXCEPT FOR INDIVIDUALS IN TRAINING UNDER DIRECT SUPERVISION OF A. GENERAL: PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS AS REQUIRED A. GENERAL: INSTALL BOARD AND BATTEN WALL FINISH AND ACCESSORIES AS 1. AL TRIM AND PROJECTING ARCHITECTURAL FEATURES MUST HAVE A INIMUM 1:2 [271 1 EXPERIENCED INSTALLER. AND NOT INCLUDED AS PART OF OTHER SECTIONS, WITH ANCHORS AND ACCESSORIES REQUIRED FOR COMPLETE FINISHED INSTALLATION. PROVIDE NON-SALES WOOD SLOT ALONG THEIR TOP SURFACE. ALL HORIZONTAL REVEALS MUST HAVE MINIMUM 1:2 A. PROCEDURES: CONTRACTOR SHALL REVIEW AND APPROVE SUBMITTALS PRIOR TO AS REQUIRED FOR COMPLETE INSTALLATION. SHELVING. [2 SLOPE ALONG THEIR BOTTOM SURFACE. SUBMITTING TO OWNER'S PROJECT MANAGER; INFORM OWNER'S PROJECT MANAGER IN B. EXAMINATION: BEGINNING INSTALLATION OF A PRODUCT SIGNIFIES INSTALLER 14A5 B. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI)/QUALITY H. " 'E PROTECTION EXAMINED SUBSTRATES, AREAS, AND CONDITIONS FOR COMPLIANCE WITH " ►• NOT USE FOAM PLASTIC IN EXCESS OF 4 INCHES THICK. WHERE A FIRE-REST' ANCE WRITING AT TIME OF SUBMISSION OF ANY PROPOSED DEVIATION FROM CONTRACT ' B. SUBMITTALS: FURNISH SHOP DRAWINGS FOR CUSTOM FABRICATIONS, PRODUCT DATA STANDARDS OR WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL OF - •TING_ IS REQUIRED BY CODE USE EIFS OVER RATED ASSEMBLY DOCUMENTS. MANUFACTURER REQUIREMENTS FOR TOLERANCES AND OTHER CONDITIONS FOR MANUFACTURED ITEMS; PROVIDE TEMPLATES FOR ANCHOR INSTALLATION SY MILLWORK" STANDARDS; MINIMUM WIC/CUSTOM GRADE. DRAWING NUMBER: AFFECTING PERFORMANCE. 1.• SUBMITTALS OTHERS. A. SAMPLES FOR APPROVAL AS DIRECTED BY LSD*C PROJECT MANAGER. i. SUBMITTAL BY CONTRACTOR REPRESENTS THAT FIELD MEASUREMENTS, FIELD C. MANUFACTURER'S INSTRUCTIONS: WHEN WORK IS SPECIFIED TO COMPLY WITH C. STEEL SHAPES: ASTM A36 STEEL. C. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED ITEMS, SHOP DRAWINGS B. PREPARE AND SUBMIT PROJECT-SPECIFIC DETAILS (WHEN REQUIRED BY CONTRACT \�� I �l MANUFACTURERS' RECOMMENDATIONS OR INSTRUCTIONS, DISTRIBUTE COPIES TO /��, CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA FOR CUSTOM ITEMS, SAMPLES OF EACH EXPOSED FINISH. DOCUMENTS). ,� �� ) HAVE SEEN DETERMINED AND VERIFIED BY CONTRACTOR. OWNER'S PROJECT MANAGER. ts i 2. COMPLY WITH MASTIC MANUFACTURER'S PRINTED DIRECTIONS FOR PREPARATION AND 3. TOLERANCE: MAXIMUM 1/4" SPACE BETWEEN GYPSUM BOARD AT FLOOR, CEILING, AND I. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION I. APPLICATION: 1-IANDLE AND APPLY WALL COVERING IN ACCORDANCE WITH MANUFACTURER'S SEALING OF MOUNTING SURFACES BY SEALING DRYWALL, AND PLYWOOD, SUBSTRATES PENETRATIONS. INSTRUCTION FOR DIRECT APPLICATION OF WOOD STRIP FLOORING OVER CONCRETE. RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS; MIX AND APPLY AD1-IESIVE IN ► VISION TEN: SPECIALTIES WITH DRYWALL AND PLYWOOD PAINT. ALLOW PAINT TO DRY BEFORE APPLYING MIRROR MASTIC. 4. INSTALL ELECTRICAL BOX PADS WITH PADS MOLDED AND PRESSED ON BACK 51DE ACCORDANCE WITH ADHESIVE MANUFACTURER'S RECOMMENDATIONS. 3. MIRROR CHANNEL INSTALLATION: OF BOX, CLOSING OPENINGS, IN ACCORDANCE 14 IT14 MANUFACTURER'S 1. ENSURE JOINTS OF WOOD FLOORING ARE IN LINE; ENSURE FULL ADHESIVE CONTACT SEC •N 10160 - METAL TOILET COMPARTMENTS A. TO PLYWOOD: DRILL, DO NOT DIMPLE BACK LIP OF CHANNEL TO RECEIVE INSTRUCTIONS, FOR COMPLETE ACOUSTICAL BARRIER. FOR PERMANENT BOND TO SUBSTRATE. 1. USE FABRIC PANELS IN EXACT ORDER AS CUT FROM ROLLS; USE ROLLS IN Z FASTENERS WITH HOLES PROPERLY SIZED AND SPACED TO RECEIVE 2. LAY FLOORING SYMMETRICAL ABOUT ROOM CENTER LINE; FIT NEATLY TO VERTICAL CONSECUTIVE ORDER AS NUMBERED BY MANUFACTURER. A. GEN-- .L: PROVIDE FLOOR MOUNTED METAL TOILET COMPARTMENTS AND WALL MO TED FASTENERS. ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR INTERRUPTIONS. 2. HORIZONTAL SEAMS AND CUTTING AT CORNERS ARE NOT ACCEPTABLE; CUT NO CLOSER URINAL SCREENS WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INST, LATION; 0 CHANNEL THROUGH THE BACK LIP OF THE CHANNEL TO PLYWOOD SUBSTRATE 3. PROVIDE DIVIDER STRIPS AT CENTERLINE OF DOOR OPENINGS AND WHERE FLOORING THAN 2" OF AN INSIDE CORNER, AND NOT CLOSER THAN 6" OF AN OUTSIDE CORNER. COORDI •TE WITH TOILET ACCESSORIES. • IN ACCORDANCE WITH THE FASTENER MANUFACTURERS WRITTEN TERMINATES WITH TILE OR OTHER FLOOR FINISHES. (SEE FINISH PLAN LAYOUT) 0 V Y INSTRUCTIONS. INSTALL THE WEB OF THE TOP CHANNEL 1/4" HIGHER THAN SECTION 01300 - TILE 3. FILL SPACES ABOVE AND BELOW WINDOWS, DOORS, AND SIMILAR AREAS IN SEQUENCE 1. C.. ',INATE WITH TOILET ACCESSORIES. Z_ THE HEIGHT OF THE MIRROR TO ALLOW THE RAISING OF THE MIRROR INTO 4. PROVIDE MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SURFACE CHANGES LEVEL FROM ROLL. 8. CODES AND ' GULATIONS: COMPLY WITH STATE AND FEDERAL RE. `1 S FOR CC A. GENERAL: PROVIDE TILE SYSTEMS INCLUDING SETTING MATERIALS, GROUT, AND BETWEEN WOOD FLOORING AND ADJACENT FLOORING. THE TOP CHANNEL AND IT5 SUBSEQUENT LOWERING INTO THE BOTTOM ENSURING ACC .5 FOR PERSONS WITH DISABILITIES. ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. 5. PROVIDE SHEET VINYL UNDERLAYMENT MOISTURE BARRIER. ( ~ CHANNEL. AFTER INSTALLING FASTENERS PLACE MASKING TAPE OVER THE Z ENTIRE LENGTH OF THE BACK LIP OF THE CHANNEL COMPLETELY COVERING " C. SUBMITTALS: SUB T PRODUCT DATA, SHOP DRAWINGS AND Q. - THE FASTENER HEADS TO PROTECT THE MIRROR FROM BEING CHIPPED IN B. STANDARDS: COMPLY WIT1-I TILE COUNCIL OF AMERICA HANDBOOK OF CERAMIC TILE D. MANUFACTURERS: 5 ,YMTTAL GLOBAL OR FLUSH METAL. • Z SETTING. ADHERE SETTING BLOCKS AT QUARTER POINTS FOR BOTTOM INSTALLATION INCLUDING REFERENCED ASTM AND ANSI STANDARDS. SECTION O%770 - PREFINISI-IED FIBERGLASS WALL PANELS (F.R.P.) E. TYPE: FLOOR MDUNTE► TOILET PARTITIONS AND WALL MO ED INAL SCREENS. - Z MIRROR CHANNELS USING ONLY 2 SETTING BLOCKS PER MIRROR PANEL. SECTION 0%650 - RESILIENT TILE FLOORING Z �„� C. TILE MANUFACTURERS: AS INDICATED ON DRAWINGS. Q 1. FLOOR TILE: PROVIDE NON-SLIP UNITS WITH MINIMUM WET AND DRY VALUE OF 0.60 A. GENERAL: PROVIDE RESILIENT TILE FLOORING SYSTEM AND RESILIENT BASE, WITH A. GENERAL: PROVIDE PREFiN!SHED GLASS FIBER REINFORCED POLYESTER RESIN FABRICATED 1. FINISH: STANDAR► BAKED ENAMEL FINISH COL ' ECTED BY ARCHITECT FROM �„� COEFFICIENT OF FRICTION WHEN TESTED IN ACCORDANCE WITH ASTM 01028. ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. WALL PANELS, WITH TRIM PIECES AND ACCESSORIES AS REQUIRED FOR COMPLETE MANUFACTURER'S - LL LINE OF COLORS. �. B. TO DRYWALL: MARK THE LOCATIONS FOR THE STUD FASTENERS ON THE BACK B. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING AND INSTALLATION. F. PILASTER SHOES: 3" HIGH; k Abbb, TYPE 302/3 POLISHED FINISH; STAINLESS Z LIP OF EACH MIRROR CHANNEL AT EQUAL INTERVALS NOT OVER 8" ON CENTER, D. LATEX THIN SET: THINSET BOND COAT, LATEX-CEMENTITIOUS MORTAR CONFORMING TO ANSI BASE COLOR AND PATTERN SELECTED. B. MANUFACTURERS: MARLITE " STEEL. t W t� " Ai18.4. C. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH MAXIMUM C. PANELS: FIBERGLASS REINFORCED PLASTIC (FRP) PANEL SYSTEM; NOMINAL 0.090 G. ATTACHMENTS, SCREWS AND BOL' 5: STAINLESS STEE ; AMPER PROOF TYPE; HEAVY DUTY AND NOT MORE THAN 3 FROM ENDS PRIOR TO DRILLING THE CI-IANNEL. DRILL E. GROUT: ANSI A118.6, LATEX CEMENTITIOUS TYPE BY LATICRETE, 805TIK OR CUSTOM VARIATION OF 1/8" IN 10'-0"; ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT NEGATIVE THICKNESS; W1-IITE. EXTRUDED ALUMINUM BRACKETS. 0 CO AND COUNTERSINK, DO NOT DIMPLE BACK LIP OF CHANNEL TO RECEIVE STUD BUILDING PRODUCTS. GROUT JOINT 1/8" MAX. ALKALINITY, CARBONIZING AND DUSTING. 1. FIRE-RATING: CLASS I (UL CLASS A), MAXIMUM 25 FLAME SPREAD, 25 SMOKE W. HARDWARE: MANUFACTURER'S STAN► •RD CH •TED OR SIMILAR FINISH. W STUD ART NE MARKED LOCATIONS WITH HA NELSS BY SCREW ATTACHING IN RECEIVE F. INTEGRAL WATERPROOFING: LATICRETE, BOSTIK, OR NOBEL LIQUID RUBBER INTEGRAL TILE D. RESILIENT TILE: 12" X 12" BY 1/8" THICK; VINYL COMPOSITION TILE CONFORMING TO ASTM GENERATION BASED ON ASTM E84. INSTALLATION. 0i) 0 STUD FASTENERS. ATTACH MIRROR CHANNELS E SCREW ATTACHING MIRROR SETTING WATERPROOFING SYSTEM WITH NO BITUMINOUS EXTENDERS; PROVIDE AT TiLE FI066 COMPOSITION 1; COLOR AND PATTERN AS INDICATED IN FINISH SCHEDULE. MANUFACTURER'S 1. HINGES: NON-FERROUS CAST ` • 1 GRAVITY TYPE, ADJUSTABLE FOR DOOR CHANNEL THROUGI-I T1-IE BACK LIP OF THE CHANNEL THROUGH DRYWALL, STUD + D. TRIM PIECES: MANUFACTURERS STANDARD MATCHING MOLDINGS AND TRIM PIECES AS , , � W FRAMING, AND SHEET METAL BACKER PLATE SUBSTRATES IN ACCORDANCE APPLICATIONS ABOVE GRADE. REQUIRED FOR COMPLETE, FINISHED INSTALLATION, AND AS REQUIRED FOR JOINTS, CLOSE POSITIONING. WITH THE FASTENER MANUFACTURERS WRITTEN INSTRUCTIONS. G. CLEANING AND SEALING MATERIALS: AS RECOMMENDED BY TILE AND GROUT 1. MANUFACTURERS: ARMSTRONG WORLD INDUSTRIES, INC. OR APPROVED EQUAL CORNERS AND PANEL EDGES. 2. LATCH: SLIDE LATCH; DOOR ' D KEEPER WITH RUBBER BUMPER. Cl) MANUFACTURERS, SUCH AS BOSTIK CONSTRUCTION PRODUCTS/HYDROMENT CERAMASEAL. E. ADHESIVE: MANUFACTURER'S RECOMMENDED NONTOXIC, WATERPROOF ADHESIVE SUITABLE W O FLAMMABILITY: PROVIDE MATERIALS TESTED UNDER ASTM E648, FLOORING RADIANT FOR SUBSTRATES INDICATED. ' 3. COAT HOOK/BUMPER: CAST ALLOY C -OME PLATED COMBINATION UNIT. CSC ~` H. PREPARATION: DO NOT COMMENCE WORK UNTIL SURFACE CONDITIONS ARE WITHIN PANEL TEST, WITH RESULTS OF 0.45 WATTS/CM2 OR 14IGNER. F. PRIMER: PROVIDE NON-STAINING RELEASE COAT PRIMER AS RECOMMENDED BY WALL PANEL GZ. i. INSTALL THE WEB OF THE TOP CHANNEL i/4" NIGHER THAN THE TOLERANCES REQUIRED FOR PROPER INSTALLATION; APPLY LATEX LEVELING MATERIAL MANUFACTURER WHERE PANELS ARE APPLIED TO GYPSUM BOARD. 4. WALL BUMPER: CAST • • •LL MOU D RUBBER BUMPER FOR OUTSWINGING HEIGHT OF THE MIRROR TO ALLOW THE RAISING OF THE MIRROR INTO WHERE NECESSARY TO MEET REQUIRED TOLERANCES. 2. SLIP RESISTANCE: PROVIDE MATERIALS TESTED UNDER ASTM D2047, JAMES SLIP DOORS. • _ _, - W THE TOP CHANNEL AND ITS SUBSEQUENT LOWERING ONTO THE WEB OF TEST WITH MINIMUM 0.6 RATING FOR FLOORS. G. P1EG#-IANICAL FASTENERS: CONCEALED TYPE ONLY; TYPES AS RECOMMENDED BY SYSTEM THE BOTTOM CHANNEL. AFTER INSTALLING FASTENERS PLACE I. INSTALLATION: COMPLY WITH TILE COUNCIL OF AMERICA (TCA) HANDBOOK FOR CERAMIC E. MANUFACTURER. ' S. PULLS: COMPLY a IREMEN75 FOR PRA' {DING ACCESS FOR PERSONS WITH MASKING TAPE OVER THE ENTIRE LENGTH OF THE BACK LIP OF THE RESILIENT BASE: FS SS-W-40 1/8" GAGE COVED BASE AT HARD FLOOR SURFACES, DISABILITIES. - - TILE INSTALLATION FOR LATEX BOND COAT THIN SET APPLICATION. , � H. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE. ' _ CHANNEL COMPLETELY COVERING THE FASTENER HEADS TO PROTECT STRAIGHT (TOP SET) BASE AT CARPET; PROVIDE PREMOLDED END STOPS AND REQUIREMENTS FOR FIRE RATINGS. COPE AND MITER TRIM PIECES. INSTALL PANELS IN L INTERNAL REINFORCEME • IDE INTERNAL REINFORC ENT IN AREAS OF ATTACHED THE MIRROR FROM BEING CHIPPED IN SETTING. ADHERE SETTING 1. TILE: INSTALL TILE IN ACCORDANCE WITH REFERENCED ANSI STANDARDS AND TCA EXTERNAL CORNERS. MAXIMUM SiZE INCREMENTS AVAILABLE. HARDWARE AND FITTI • 'K LOCATIONS OF REINFORC ENT FOR PARTITION BLOCKS TO THE WEB OF THE BOTTOM MIRROR CHANNELS, LOCATED RECOMMENDATIONS FOR TYPE OF SUBSTRATE AND INDICATED SETTING METHOD; 1. MANUFACTURERS: BURKE OR ROPPE, MOLDED RUBBER BASE. MOUNTED WASHR00 -SORIES. AT QUARTER POINTS, USING 2 SETTING BLOCKS PER MIRROR PANEL. LATEX-CEMENT THIN SET AND BOND COATS REQUIRED. HEIGHT: 6" UNLESS OTHERWISE INDICATED. 1. INSTALL WALL PANELING BEFORE INSTALLATION OF PLUMBING, BASES, HARDWARE, J. PREPARATION: EXAMINE S E CONDITIONS TO W1-1{CH WORK 15 • BE APPLIED; TAKE SITE 2. COLOR: AS INDICATED IN FINISH SCHEDULE. AND SIMILAR ACCESSORIES. DIMENSIONS AFF ING ' IS WORK. 2. PLACE TILE IN ACCORDANCE WITH PATTERNS INDICATED ON DRAWINGS OR AS F. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT 2. SECURELY ADHERE PANELS TO WALL SURFACES; USE BLIND NAILING METHODS AS L ENSUR: ; , T SPACING AND SIZE OF PLUMBING FIXTU-- ; TAKE SPECIAL NOTE DIRECTED BY OWNER'S PROJECT MANAGER; CAREFULLY PLAN TILE LAYOUTS, ENSURE FLOORING; LATEX-MODIFIED PORTLAND CEMENT BASED UNDERLAYMENT AND PATCHING REQUIRED TO SUPPORT PANELS UNTIL ADHESIVE DRIES; EXPOSED MECHANICAL ��, IN COMPARTMENTS INDICATED TO BE DESIG D FOR PERSONS WITH 2. SETTING BLOCKS PER MIRROR PANEL. PATTERN IS UNINTERRUPTED FROM ONE SURFACE TO TH NEXT AND H OU COMPOUND; NONTOXIC WATER RESISTANT TYPE ADHESIVES. FASTENERS SHALL NOT BE ACCEPTABLE. DI5 _ '` ; TO ASSURE CLEARANCES COMPLYING WITH A 55 REGULATIONS. Z a 4. WOOD TRIM INSTALLATION E EXT D T R GH tm N a Z° DOORWAYS. REMOVE EXCESS ADHESIVE FROM EDGES; WIPE SEAM CLEAN WITH DRY CLOTH TOWEL. K. INSTALLATION: �STALL UNITS IN ACCORDANCE WITH MANUFACTURER RE••MMENDATIONS W W° N Z�� a a A. BEFORE INSTALLING MIRROR WOOD TRIM, EXAMINE SHOP-FABRICATED WORK FOR G. SUBFLOOR FILLER: WHITE PREMIXED LATEX-CEMENT PASTE DESIGNED FOR PROVIDING TWIN °Z W O N COMPLETION AND COMPLETE WORK AS REQUIRED. PRIME TO ALL EXPOSED 3. SEAL TILE AND GROUT SURFACES WHERE RECOMMENDED BY MANUFACTURER FOR SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT FLOOR AND INSTAL ION INSTRUCTIONS, SECURE, PLUMB, LEVEL, AND SQUARE; EAVE 1/2 SPACE o a 2 N 536....=n Z= w°a N-m SURFACES OF THE MIRROR WOOD TRiM WHICH WILL BE 1N CONTACT W1714 THE MATERIALS AND APPLICATIONS INVOLVED; COMPLY WITH MANUFACTURER'S FINISHES; MATERIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT TO ADJACENT FLOOR BETWEEN • L, PANELS AND END PILASTERS. -..3,, m=_.4 a W=o°o MIRROR BACKING TO ELIMINATE INTERACTIONS BETWEEN WE RESINS IN THE ' WITHOUT SPALLING. W x o 3 �°.+ ¢° w WOOD AND THE MIRROR BACKING. RECOMMENDATIONS. 1. JUST HINGES TO LOCATE DOORS IN PARTIAL OPEN POSITION WHEN U ACHED a°W Z °.a° ~_ _ SECTION 0%100 - PAINTS AND COATINGS `=a } W=°~ d a °`` SECTION 01510 - ACOUSTICAL CEILINGS H. PRIMERS AND ADHESIVES: WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY FLOORING 4 CEPS ADJUST HINGES TO RETURN DOORS TO CLOSED POSITION AT 5 •LLS W a :.-='W 3 Z o °N B. INSTALL MIRROR WOOD TRIM PLUMB, LEVEL, TRUE, AND STRAIGHT WITH NO MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION, A. DESIGNED FOR USE BY PERSONS WITH DISABILITIES. o a °z a =_ _ ° A. GENERAL: PROVIDE ACOUSTICAL CEILINGS INCLUDING SUSPENSION SYSTEM, TRIM, AND GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED AS a DISTORTIONS. SCRIBE AND CUT MIRROR WOOD TRIM TO FIT ADJOINING WORK o U W W Z Z N ' ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. ' ' REQUIRED FOR COMPLETE FINISHED INSTALLATION. ' Z N °Z m m ° W AND REFINISH CUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS. INSTALL 2. ANCHOR URINAL SCREEN PANELS TO WALLS WITH TWO PANEL BRACKETS. -°a- W a Q Z H U W W O SEALER AND WAX: TYPE RECOMMENDED SY FLOORING MANUFACTURER FOR MATERIAL TYPE B. SURFACES NOT TO BE PAINTED' PREFINISHED ITEMS; CONCEALED AND INACCESSIBLE o W Z 3 a ° o W z CODE-REQUIRED LABELS a~ ° _° Z= ° WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL-LENGTH PIECES AND LOCATION. AREAS, �o m� �-m�'°� `"�a (FROM MAXIMUM LEN OF WOOD TRIM AVAILABLE) TO GREATEST EXTENT B. STANDARDS: CONFORM TO ASTM 0635 FOR METAL SUSPENSION SYSTEM AND ASTM 0636 , C. L. GLEANING: FIELD TOUGH-UP OF SCRATCHES AND DEFACED FINISHES WILL NOT BE _ �'° ° °° J. PREPARATION: CONFORM WITH MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION AND STANDARDS: PROVIDE MATERIALS APPROVED FOR USE BY APPLICABLE AIR QUALITY a W°W z a° W _ ° POSSIBLE. DO NOT USE PIECES LESS THAN 96" LONG, EXCEPT WHERE SHORTER FOR INSTALLATION OF ACOUSTICAL CEILINGS. w w°° ° a N PERMITTED; REPLACE DAMAGED, SCRATCHED AND MARRED DEFECTIVE MATERIALS WITH N =_ �"a Z ""�-�� SINGLE-LENGTH PIECES ARE NECESSARY. SCARF RUNNING JOINTS. MITERS C. PERFORMANCE REQUIREMENTS: PROVIDE PRODUCTS LISTED BY UNDERWRITERS WITH ASTM F710; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, CRACKS, JOINTS, MANAGEMENT DISTRICT FOR LIMITATIONS OF VOLATILE ORGANIC COMPOUNDS FOR , N. N�^ W W U° ' ' ' UNDAMAGED MATERIALS• REMOVE PROTECTIVE MASKINGS; CLEAN SURFACES FREE OF OIL °~`^ W"°N° ~o OVER 4" LONG SHALL BE SPLiNED AND GLUED. LABORATORIES (UL). HOLES AND DEFECTS WITH SUBFLOOR FILLER. ARCHITECTURAL COATINGS. W W ~ W J U U h J D. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES. AND IMPERFECTIONS. :::cig: W W a a Z o <a 3 =o1. FLAME SPREAD/SMOKE DENSITY: PROVIDE PRODUCTS MEETING CODE REQUIREMENTS 1. DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL SURFACES N .W m z=a°~ Z <°_�^FOR MAXIMUM 25 FLAME SPREAD AND MAXIMUM 25 SMOKE DENSITY. K. FLOORING INSTALLATION: CONFORM WITH MANUFACTURERS RECOMMENDATIONS AND _W=�, o �0 0 O U W tn N L. PROTECTION AND CLEANING INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO AND COMPONENTS FOR APPROVAL PRIOR TO COMMENCING WORK. W _ 3 Z J 0,.�O Z 1--O Z Q Z U t"�tom- Q U S�'Q Z - Z O N V�'W D. SEISMIC REQUIREMENTS: COMPLY WITH STATE AND LOCAL GODS REQUIREMENTS FOR SEISMIC ENSURE FULL ADHESION• SCRIBE FLOORING TO WALLS COLUMNS AND OTHER :g Z=, a°W W W W a a Z 1. PROTECT MIRRORS FROM BREAKAGE AND CONTAMINATING SUBSTANCES RESULTING APPURTENANCES TO PRODUCE TIGHT JOINTS. ' ' E. DELIVERY: DELIVER MATERIALS TO JOB SITE IN ORIGINAL NEW AND UNOPENED PACKAGES 3 a o W W Z w m= W Z° W BRACING OF CEILING SUSPENSION SYSTEM AND WITH ASTM E560. SECTION 10680 - COMPACT MOBILE STORAGE UNITS N - �^ N W~ N a-"N FROM CONSTRUCTION OPERATIONS. USING CLEAN WARM WATER GLEAN MIRRORS BY ' ' W °' AND CONTAINERS BEARING MANUFACTURERS NAME AND LABEL. w °z H x= m ° W J W METHODS RECOMMENDED IN REFERENCED GLAZING STANDARDS. 1. INSTALL MINIMUM 1/2 TILE AT ROOM AND AREA PERIMETER; TERMINATE RESILIENT A. GENERAL: INSTALL OWNER FURNISHED MOVABLE COMPACT STORAGE SYSTEM; PROVIDE _.°°~ r o°° .-'6= tn E. SUBMITTALS: SUBMIT PRODUCT DATA, SWOP DRAWINGS INDICATING LAYOUT, AND SAMPLES FLOORING AT CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH 15 F. MANUFACTURER: BENJAMIN MOORE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. SYSTEM; .3 g~°-a~ I W°o°a Z I°3 °°tn OF GRID, TRIM, AND CEILING UNITS.SAND o'°�^ Z o z N a _.U° DISSIMILAR; INSTALL EDGE STRIPS AT UNPROTECTED AND EXPOSED EDGES WHERE G MATERIAL QUALITY: PROVIDE TOP LINE QUALITY COMMERCIAL GRADE (PROFESSIONAL °a =N U- U°W Z N'2 ,_ F. INSTALLER: FIRM WITH MINIMUM THREE YEAR'S SUCCESSFUL EXPERIENCE IN PROJECTS OF a W Z o a a o W>-a=W= a W -m FLOORING TERMINATES. PAINTER) PAINTS; MATERIALS NOT BEARING MANUFACTURER'S IDENTIFICATION AS A B. EXAMINATION: EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH COMPACTED STORAGE �a SIMILAR TYPE AND SCOPE; ACCEPTABLE TO MANUFACTURER OF ACOUSTICAL UNITS. DIVISION NINE: FINISHES BEST-GRADE PRODUCT SHALL NOT BE ACCEPTABLE. SYSTEM IS TO BE INSTALLED. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY 2. SEE FINISH PLAN FOR FLOOR PATTERN DESIRED IN EACH AREA. CONDITIONS HAVE BEEN CORRECTED. (N K) G. PROJECT CONDITIONS: DO NOT INSTALL CEILINGS UNTIL BUILDING IS ENCLOSED, L. BASE INSTALLATION: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION 1. PRIMERS: PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT C. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION cD SECTION 01260 - GYPSUM BOARD ASSEMBLIES SUFFICIENT HEAT 15 PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED AND INSTRUCTIONS, `� OVERHEAD MECHANICAL WORK IS COMPLETED, TESTED AND APPROVED; ALLOW WET INSTRUCTIONS; APPLY TO WALLS COLUMNS, PILASTERS CASEWORK AND OTHER PERMANENT MANUFACTURER FOR SUBSTRATES INDICATED AND FOR FINISH SYSTEMS SPECIFIED. V p ' ' ' ' ' 1. INSTALL UNITS AND ACCESSORIES AT LOCATIONS SHOWN IN ACCORDANCE WITH a A. GENERAL: PROVIDE GYPSUM BOARD SYSTEMS INCLUDING METAL FRAMING ACCESSORIES WORK TO DRY PRIOR TO INSTALLATION. FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED. MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS LEVEL 2. UNDERCOATS AND BARRIER GOATS: PROVIDE UNDERCOAT PAINTS PRODUCED BY SAME , LEVEL, Q GYPSUM BOARD, JOINT TREATMENT, ACOUSTICAL INSULATION, ACOUSTICAL SEALANT, AND 1. MITER INTERNAL CORNERS; USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND MANUFACTURER AS FINISH COATS; USE ONLY THINNERS APPROVED BY PAINT PLUMB, SECURE AND AT PROPER HEIGHT. o ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. H. ACOUSTICAL UNITS: TYPES AS INDICATED ON DRAWINGS. MANUFACTURERS: EXPOSED ENDS; SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. MANUFACTURER, AND USE ONLY WITHIN RECOMMENDED LIMITS. ARMSTRONG OR APPROVED EQUAL. O 2. INSTALLATION TO BE SUPERVISED BY FACTORY TRAINED PERSONNEL; MANUFACTURER B. STANDARDS: COMPLY WITH ASTM C754 AND ASTM C840, AND REQUIREMENTS FOR FIRE 1. NON-RATED(NON-SALES) AREAS: ARMSTRONG 24" X48" X 5/8" FINE M. EDGE STRIPS: INSTALL WHERE EDGE OF TILE WOULD OTHERWISE BE EXPOSED; BUTT TO 3. FINISH COATS: PROVIDE FINISH COATS CAPABLE OF BEING WASHED WITH MILD REPRESENTATIVE TO MAKE PERIODIC SITE INSPECTIONS OF INSTALLATION WHILE IN N RATINGS. FISSURED PANELS (#1729) WITH SQUARE EDGE - WHITE, DETERGENT WITHOUT LOSS OF COLOR, SHEEN, OR PIGMENTS. PROGRESS. J 1. DEFLECTIONS: MAXIMUM L/240 TYPICAL, L/360 AT LOCATIONS INDICATED TO RECEIVE UNSCORED/NON-DIRECTIONAL. FLOORING WITHOUT GAPS; SET IN ADHESIVE. D. CLEANING: CLEAN UNITS AND REPAIR OR REPLACE DAMAGED UNITS AS DIRECTED BY Q TI LE. 2. NON-RATED (SALES) AREAS: ARMSTRONG 24" X 24" X 5/6" DUNE (#1775) N. CLEANING: CLEAN, SEAL AND WAX FLOOR IN ACCORDANCE WITH MANUFACTURER'S 4. FINISH COAT COORDINATION: PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH OWNER'S PROJECT MANAGER. TOUCH-UP MARRED FINISHES OR REPLACE COMPONENT PARTS Li- .. C. FIRE-RATED ASSEMBLIES: LISTED BY UNDERWRITER'S LABORATORY, GYPSUM ASSOCIATION BEVELED SECULAR - WHITE RECOMMENDATIONS. PRIME PAINTS, UNDERCOATS, AND BARRIER COATS USED. AS NECESSARY TO ELIMINATE EVIDENCE OF DAMAGE OR DETERIORATION. ik 3. RATED AREAS: ARMSTRONG (GA) FILE NO'S IN GA-WO FIRE RESISTANCE DESIGN MANUAL, OR OTHER LISTING 24" X 24" X 5/8" DUNE #1652 BEVELED TEGULAR - WHITE VOLATILE ORGANIC COMPOUNDS: PROVIDE MATERIALS WITH MINIMAL VOLATILE ORGANIC E. PROTECTION: PROVIDE PROTECTION FOR INSTALLED SYSTEM TO ENSURE PERFECT Z U APPROVED BY APPLICABLE AUTHORITIES. ( ) G „ „ - COMPOUNDS (VOC); COMPLY WITH APPLICABLE REGULATIONS. OPERATING CONDITION WITHOUT DAMAGE AT COMPLETION OF PROJECT. •. 0 D. SYSTEMS RESPONSIBILITY: PROVIDE PRODUCTS MANUFACTURED BY OR RECOMMENDED BY 4. RATED (NON-SALES) AREAS: ARMSTRONG 24" X 48 X 5/8 FINE FISSURED •ECTION 0%680 CARPET AND WALK-OFF MAT w H O MANUFACTURER OF GYPSUM BOARD TO MAINTAIN SiNGLE-SOURCE RESPONSIBILITY FOR PANELS (#1830) WITH SQUARE EDGE - WHITE, UNSCORED/NON-DIRECTIONAL. Q < 0 SYSTEM. A. • ERAL: PROVIDE CARPET AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED 14. COLORS AND FINISHES: PURE, NON-FADING, APPLICABLE TYPES TO SUIT SERVICE INDICATED; < w E. MANUFACTURERS: USG, GEORGIA PACIFIC OR NATIONAL GYPSUM. I. SUSPENSION SYSTEM: TYPE AS INDICATED ON DRAWINGS. IN• ALLATION. NO LEAD CONTENT PERMITTED. Lai ' ' MANUFACTURERS: ARMSTRONG OR APPROVED EQUAL. B. STA' BARDS: COMPLY WITH CARPET AND RUG INSTITUTE (CRI) STANDARDS. I. PREPARATION: PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH SECTION 10810 - TOILET ACCESSORIES A < w F. METAL FRAMING: CONFORM TO ASTM C754; COMPLETE 16 GAGE AND LIGHTER STEEL 1. FOR ARMSTRONG #1729 CEILING: ARMSTRONG PRELUDE XL 15/16" PAINT MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED FOR SUBSTRATE CONDITION. i - C� Q FRAMING AND SUSPENSION SYSTEM FOR GYPSUM BOARD SYSTEMS; PROVIDE ACCESSORIES --- FRAUIRGD AND SUSPENSION INSTALLATION.SY SYSTEM FOR EXPOSED TEE " C. INSTALL - QUALIFICATIONS: APPROVED BY CARPET MANUFACTURER; UPON Z' 'IP , SUBMIT A. GENERAL: PROVIDE TOILET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED 0,46 OR STANDARD 1 PROFILE WHITE BAKED ENAMEL FINISHED STEEL OR ALUMINUM LETTER F- CARPET MANUFACTURER STATING INSTALLER 15 ACCEPT• 1. EXAMINE AREAS AND CONDITIONS UNDER WHICH PAINTING WORK 15 TO BE APPLIED. INSTALLATION. 1. INSTALL OWNER FURNISHED GARCY STUDS AND STANDARDS; PROVIDE ACCESSORIES AS 'TYPE, EDGE TRIM WITH VERTICAL LEG CONCEALED. START OF PAINTING WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS OF S. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR w z N REQUIRED FOR COMPLETE INSTALLATION. FOR ARMSTRONG *1775 CEILING: ARMSTRONG SUPRAFINE XL 9/16" EXPOSED TEE. D. WARRANTY: 1''•`∎ PTLY REPAIR OR REPLACE CARPET WHICH EXHIBIT 4 ` ' OF SURFACES AND CONDITIONS WITHIN ANY PARTICULAR AREA. ENSURING ACCESS FOR PERSONS WITH DISABILITIES. a Cr 2. MANUFACTURED SUSPENSION SYSTEM SUCH AS CHICAGO METALLIC/DRYWALL SYSTEM iS 2• OR 9/ib" NARROW PROFILE WHITE BAKED ENAMEL FINISH. STEEL OR ALUMINUM TYPE, DEFECTIVE MAT ' ALS OR WORKMANSHIP; WARRANTY PERIOD TWO S. ' < p ACCEPTABLE. EDGE TRiM WITH VERTICAL LEG CONCEALED. ' 2. REMOVE HARDWARE, ACCESSORIES, AND ITEMS IN PLACE AND NOT TO BE PAINTED, C. MANUFACTURERS: BOBRICK, BRADLEY, OR AMERICAN SPECIALTIES. CY o G. GYPSUM BOARD: CONFORM TO 0840; UL LISTED FIRE RESISTANT GYPSUM BOARD E. MANUFACTURERS: C. -TRUCTION SPECIALTIES INC. OR PROVIDE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING; AFTER = 0 0 THROUGHOUT. 3- FOR ARMSTRONG #1852 CEILING: ARMSTRONG SUPRAFINE XL FIRE GUARD 1/16" F. TYPE: BROADLOOM TU D TYPE CARPET; SEAMING AS AP' -' ' P. PAINTING REINSTALL REMOVED ITEMS. D. MATERIALS: STAINLESS STEEL, ASTM A666, COMMERCIAL GRADE, TYPE 302/304, NUMBER 4 s' Z 1. STANDARD: ASTM C36 5/8" ?HICK. SATIN FINISH SATIN CHROME ACCEPTABLE WHERE STAINLESS STEEL IS NOT AVAILABLE FOR •• 2. CORE BOARD: ASTM C442, 1" THICK. EXPOSED TEE. 1. FACE YARN: SOIL •ING NYLON, SIXTH OR LATE' f• ON. J. APPLICATION: APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS; USE ACCESSORY ITEM SCHEDULED; GAGES AS STANDARD WITH MANUFACTURER OF SPECIFIED Z O + J. PREPARATION: MEASURE CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS O O .. 14. GYPSUM BOARD ACCESSORIES: COMPLY WITH ASTM 0840. APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL ITEMS. TO BALANCE BORDER WIDTH-15 AT OPPOSITE EDGES OF EACH CEILING; DO NOT USE 2. CONSTRUCTION: DENSE � EL LOOP PILE. � �Z_ M 1. PROVIDE PROTECTIVE COATED STEEL CORNER BEADS AND EDGE TRIM; TYPE LESS WAN HALF WIDTH UNITS AT BORDERS. COORDINATE WITH OTHER WORK BEING APPLIED. Q C) • _ DESIGNED TO BE CONCEALED IN FINISHED CONSTRUCTION BY TAPE AND JOINT 3. FACE WEIGHT: MINIMUM 3" OZ/SQ.YD. 1. APPLY ADDITIONAL COATS WHEN STAINS OR BLEMISHES SHOW THROUGH FINAL COAT, E. TYPES: STAINLESS STEEL ACCESSORIES AS INDICATED ON DRAWINGS; PROVIDE GRAB BARS M (Ni I- COMPOUND. SUPPORTED BY OR PENETRATING THROUGH CEILINGS, INCLUDING LIGHT FIXTURES, 4. PRIMARY BACKING: POLYPR•-ILENE. UNTIL PAINT IS A UNIFORM FINISH, COLOR AND APPEARANCE. ' WITH CONCEALED MOUNTING, SIZES AND SHAPES AS INDICATED AND AS REQUIRED BY J_j Q 0 V 2 , HVAC EQUIPMENT AND PARTITION SYSTEMS. APPLICABLE CODES AND REGULATIONS. O U p! .. w CORNER BEADS: MANUFACTURER'S STANDARD METAL BEADS. 5. SECONDARY BACKING: JUTE 0' SYNTH: • 4 OPTION). G ti. 3 w -) 3. REINFORCING TAPE, JOINT COMPOUND, ADHESIVE, WATER, FASTENERS: TYPES b. COLOR AND PATTERN: A5 SELE ED. 2. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. I. FASTENERS, SCREWS, AND BOLTS: HOT DIP GALVANIZED; AS RECOMMENDED BY •Z •: CC 0- O K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, ASTM C436, AND s i O tom.. Ct RECOMMENDED BY SYSTEM MANUFACTURER AND CONFORMING WiTH ASTM C475. APPLICABLE REQUIREMENTS FOR FIRE RATINGS. 7. SPECIAL TREATMENTS: STATIC P' ACCESSORY MANUFACTURER FOR COMPONENT AND SUBSTRATE. • a. 3. CONTROL/EXPANSION JOINTS: 2-PIECE DRYWALL JOINTS DESIGN TO BE FINISHED 1. FINISHED CEILINGS: TRUE TO LINES AND LEVELS AND FREE FROM WARPED SOILED G. ADHESIVE: NONTOXIC TYPE REGOMMENDE• = PROVIDE EXTRA ATTENTION TO ASSURE DRY FILM THICKNESS AT CORNERS AND TO ADJACENT SURFACE WITH TAPE 4 SPACKLE. + •RPET AND UNDERLAY MANUFACTURERS TO CREVICES IS EQUIVALENT TO THAT OF FLAT SURFACES. 2. CONCEALED SURFACES: PRETREAT AND CLEAN, SPRAY APPLY ONE COAT PRIMER AND w Cl w w Z V OR DAMAGED GRID OR ACOUSTICAL UNITS. SUIT APPLICATION AND EXPECTED S 'VICE. X rn U M n- C-9 AI I. FIRE RATED CONSTRUCTION: COMPLY WITH UNDERWRITER'S LABORATORIES CERTIFIED FIRE BAKED ENAMEL FINISH. 2. INSTALL CEILING SYSTEMS IN A MANNER CAPABLE OF SUPPORTING SUPERIMPOSED 1. LEVELING AND RAMPING MA RIAL: ..T -CEMENT MATERIAL DESIGNED FOR 0 '*to <C ' 0 ill Ca TESTS AND APPLICABLE CODE REQUIREMENTS. LOADS, WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/8" IN 10'-0". PROVIDING THIN SOLID .•,• L - ING AND MINOR RAMPING OF 3. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR F. FABRICATION: WELD AND GRIND SMOOTH JOINTS OF FABRICATED COMPONENTS; FORM c0 a. CO 0 w cn 1. SHAFT WALL SYSTEM: PROVIDE AT SHAFTS AND WHERE INDICATED. ' , „- EXPOSED SURFACES; PAINT SURFACES 8EHIND PERMANENTLY-FIXED EQUIPMENT AND EXPOSED SURFACES FROM ONE SHEET OF STOCK, FREE OF JOINTS. a.. LU • 1,0 - CA w w SUBSURFACE TO ADJA � FINISHE . USE MATERIAL CAPABLE OF BEING J. ACOUSTICAL ACCESSORIES: PROVIDE ASTM C665, TYPE I ACOUSTICAL INSULATION AND ASTM 3. ENSURE SUSPENSION SYSTEM IS LOCATED TO ACCOMMODATE FITTINGS AND UNITS OF APPLIED AND FEATH q: • •11 0 ADJACENT OOR WITHOUT SPALLING. FURNITURE WITH PRIME COAT ONLY. 1. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION. REVISIONS: 0919 PAINTABLE ACOUSTICAL SEALANTS WHERE ACOUSTICAL SYSTEMS ARE INDICATED. EQUIPMENT WHICH 15 TO BE PLACED AFTER INSTALLATION OF CEILING GRID. REQUIRED BY: DATE H. EDGE STRIPS: VINYL OR ANUFACTURER'S STAN► •RD COLORS AS SELECTED. 4. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES. w+ & BLDG. DEPT. COMMENTS 08/12/10 K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED AND 4. WHERE DUCTS OR OTHER EQUIPMENT PREVENT REGULAR SPACING OF HANGERS, 5 2. FABRICATE UNITS WiTH TIGHT SEAMS AND JOINTS, EXPPOSED EDGES ROLLED; HANG APPLICABLE REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS. REINFORCE NEAREST ADJACENT HANGERS AND RELATED CARRYING CHANNELS AS PREPARATION: CLEA • OF DUST, DIRT, SOLVENTS, OIL GREASE, PAINT, PLASTER SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL AND EACH VARNISH COAT. DOORS AND ACCESS PANELS WITH CONTINUOUS PIANO HINGES; PROVIDE CONCEALED REQUIRED TO SPAN REQUIRED DISTANCE. AND OTHER SUBSTANC r {MENTAL TO PROPER PERFORMA • OF ADHESIVE AND ANCHORAGE WHERE POSSIBLE. 1. SPECIAL METAL STUD AND GYPSUM DOOR: PROVIDE SPECIAL CONFIGURATION AS 5. INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES, CARPET; ALLO LOOR 0 THOROUGHLY DRY. K. SCHEDULING PAINTING: APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, 3. HOT DIP GALVANIZE FERROUS METAL ANCHORS AND FASTENING DEVICES. INDICATED ON DRAWINGS. USING MAXIMUM LENGTHS STRAIGHT TRUE TO LINE AND LEVEL; MITER CORNERS. PRETREATED OR PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION. L. METAL FRAMING ERECTION: ERECT METAL FRAMING IN ACCORDANCE WITH ASTM C754 AND ' ' J. USE LEVELIN • . ` PING MATERIAL TO PATCH CRACKS, SMALL •• 5, LEVELING AND FOR MANUFACTURER'S RECOMMENDATIONS. RAMPING %E FINISHED CARPET WITHIN 1/2" OF ADJACENT FL ' MATERIALS. 1. ALLOW TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. DO NOT 4. FORM SURFACES FLAT WITHOUT DISTORTION; MAINTAIN FLAT SURFACES WITHOUT b. FIT ACOUSTIC UNITS IN PLACE, FREE FROM DAMAGED EDGES OR DEFECTS DETRIMENTAL RECOAT UNTIL PAINT FEELS FIRM AND DOES NOT DEFORM OR FEEL STICKY UNDER SCRATCHES AND WITHOUT DENTS; FINISH EXPOSED EDGES EASED, FREE OF SHARP 1. DOOR OPENING FRAMING: INSTALL DOUBLE STUDS AT DOOR FRAME JAMBS; INSTALL TO APPEARANCE AND FUNCTION. LAY DIRECTIONALLY PATTERNED UNITS ONE WAY WITH EDGES WHERE POTENTIAL EXISTS FOR PHYSICAL CONTACT. RUNNERS ON EACH SIDE OF OPENING AT FRAME HEAD HEIGHT BETWEEN JAMB STUDS PATTERN AS DIRECTED. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. K. CARPET iNSTA •TION: INSTALL CARPET IN ACCORDANCE WITH CARPET MA • ACTURER MODERATE THUMB PRESSURE. AND ADJACENT STUDS. RECOMMEND• IONS AND INSTALLATION INSTRUCTIONS. L. MINIMUM COATING THICKNESS: APPLY MATERIALS AT NOT LESS THAN MANUFACTURER'S 2. INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH 7. INSTALL UNITS LEVEL, IN UNIFORM PLANE AND FREE FROM TWIST, WARP AND DENTS. L PRI► SUBSTRATE IF REQUIRED AND AS RECOMMENDED BY MANUFACTUR0-; SPREAD RECOMMENDED SPREADING RATE, TO ESTABLISH A TOTAL DRY FILM THICKNESS AS MAXIMUM VARIATION OF 1/8" IN 10'-0" IN ANY DIRECTION. • ESIVE IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE PR* ' R RECOMMENDED BY COATING MANUFACTURER. 8. INSTALL HOLD-DOWN CLIPS WHERE REQUIRED BY APPLICABLE CODES AND WHERE •DHESION OVER FULL AREA OF INSTALLATION. 5. SWOP ASSEMBLE COMPONENTS; PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. •INDICATES NO REVISION TO THIS SHEET " M. PRIME COATS: APPLY TO ITEMS NOT PREVIOUSLY PRIMED; RECOAT PRIMED AND SEALED 3. INSTALL METAL FRAMING BACKING WHERE REQUIRED FOR SUPPORT OF FIXTURES, CEILING IS WITHIN 20-0 OF AN EXTERIOR DOOR. CABINETS, ACCESSORIES AND HARDWARE. L. ADJUSTMENT: ADJUST SAGS OR TWISTS WHICH DEVELOP IN CEILING SYSTEM AND REPLACE . APPLY ONLY ENOUGH ADHESIVE TO PERMIT PROPER ADHESION OF CARPET BEFO• • SURFACES WHERE THERE IS EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST 0 4. COORDINATE INSTALLATION 0 UC 5 ANCHO IN AND ANY PART I DAMAGED INITIAL COAT. G. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES SHREMSHOCK RD TE OF BUCKS,, R5, BLOCKING, ELECTRICAL D Y P RT WHICH S DA GED OR FAULTY. MECHANICAL WORK WHICH 15 TO BE PLACED IN OR BEHIND PARTITION FRAMING; L. EDGING STRIPS: INSTALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND N. FINISH COATS: PROVIDE EVEN TEXTURE; LEAVE NO LAPS, IRREGULARITY IN TEXTURE, SKID AND REGULATIONS. Shremshock Architects, Inc. ALLOW ITEMS TO BE INSTALLED AFTER FRAMING 15 COMPLETE. INSTALLATION INSTRUCTIONS. MARKS, OR OTHER SURFACE IMPERFECTIONS. Gerald S. Shremshock,h©e Architect SECTION 0%640 - WOOD STRIP FLOORING O. PAINT SYSTEMS: PROVIDE MINIMUM TWO COAT PLUS PRIMER SYSTEMS. 6130 S. Sunbury Rd. Westerville,OH 43081 M. CEILING FRAMING INSTALLATION: ERECT IN ACCORDANCE WITH ASTM C754 AND t: 614 545 4550 f: 614 545 4555 MANUFACTURER'S RECOMMENDATIONS. REINFORCE OPENINGS IN CEILING SUSPENSION 1. EXT. PAINTED METAL: SEMIGLOSS 100% ACRYLIC. SYSTEM. A GENERAL: INSTALL SHOP FINISHED ACRYLIC IMPREGNATED WOOD STRIP FLOORING SYSTEM SECTION 01720 - VINYL WALL COVERING 2. GYPSUM BOARD WALLS: EGGSHELL (SATIN) LATEX EMULSION. WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. ....A-r 7 1. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. A. GENERAL: INSTALL VINYL WALL COVERING AND PROVIDE ACCESSORIES AS REQUIRED FOR 3. GYPSUM BOARD CEILINGS: FLAT LATEX EMULSION. � � N. GYPSUM BOARD INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM 0840 AND B. PROJECT CONDITIONS: DO NOT INSTALL WOOD FLOORING SYSTEM UNTIL WET CONSTRUCTION COMPLETE FINISHED INSTALLATION. 4. TOILET ROOM WALLS AND CEILINGS: SEMIGLOSS ACRYLIC ENAMEL. ' ;ter MANUFACTURER'S RECOMMENDATIONS. USE SCREWS WHEN FASTENING GYPSUM BOARD B. MAINTENANCE INSTRUCTIONS: FURNISH MANUFACTURER'S RECOMMENDED CLEANING MATERIALS 5. INT. PAINTED METAL: SEMIGLOSS 100% ACRYLIC R WORK IS COMPLETED AND SURROUNDING AIR HAS MAXIMUM MOISTURE CONTENT OF 40 - TO FURRING AND TO FRAMING. MD APPLICATION METHODS INCLUDING PRECAUTIONS IN USE OF CLEANING MATERIALS WHICH b. CONCRETE FLOORS: CLEAR PENETRATING SEAL; ONE COAT SYSTEM ACCEPTABLE. i 1. FOR FiRE RATED SYSTEMS COMPLY WITH REQUIREMENTS FOR FIRE RATINGS. PERCENT. PROVIDE PERMANENT HEAT, LIGHT AND VENTILATION PRIOR TO INSTALLATION. MAY BE DETRIMENTAL TO SURFACES. GER /1 D S. I 3i C. MANUFACTURER: MAHARAM - COBBLE 7. FLOOR STRIPES: TRAFFIC BEARING, NON-SLIP STRIPE PAINT; ONE COAT SYSTEM i. MAINTAIN ROOM TEMPERATURE OF MINIMUM 65 DEGREES F FOR PERIOD OF SEVEN -��D � � �� 169` ' 2. PLACE CORNER BEADS AT EXTERNAL CORNERS; USE LONGEST PRACTICAL LENGTHS. D. TYPE: VINYL WALL COVERING CONFORMING TO FS DD-G-408, TYPE II VINYL WALL COVERING ACCEPTABLE. DAYS PRIOR TO DELIVERY OF MATERIALS. ``f WITH CLOTH BACKING, MINIMUM 24 TO 26 OZ.; WITH MAXIMUM 25 FLAME SPREAD AND SMOKE 8. SHEENS: COMPLY WITH ASTM D523, REFLECTANCE OF PAINT. i C. MANUFACTURER: PERMAGRAIN PRODUCTS, INC DEVELOPED, ASTM E84 (UL CLASS A, USG CLASS I). P. CLEAN-UP: DURING PROGRESS OF WORK, REMOVE DISCARDED PAINT MATERIALS, RUBBISH �' � ,�, Y 3. PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. + + , ', • D. WOOD: AS INDICATED ON DRAWINGS TONGUE AND GROOVED EDGES WITH SHOP APPLIED tiY ACRYLIC IMPREGNATED FINI514 INTENDED FOR DIRECT ADHESIVE APPLICATION TO CONCRETE. CANS AND RAGS FROM SITE AT END OF EACH WORK DAY. :y k 4. TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, CORNERS AND OPENINGS TO E. ADHESIVE: NONTOXIC TYPE RECOMMENDED BY WALL COVERING MANUFACTURER TO SUIT PRODUCE SURFACE READY TO RECEIVE FINISHES; FEATHER COATS ONTO ADJOINING E. ADHESIVE: TYPE AS RECOMMENDED BY MANUFACTURER TO ENSURE MAXIMUM DURABILITY APPLICATION. 1. CLEAN GLASS AND PAINT-SPATTERED SURFACES IMMEDIATELY BY PROPER METHODS SURFACES. OVER TIME; NONTOXIC, WATERPROOF TYPE SUITABLE FOR FLOORING, SUBSTRATE, AND F. PRIMER: PROVIDE NON-STAINING, NON-TOXIC RELEASE COAT PRIMER AS RECOMMENDED BY OF WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED DATE ISSUED: 06/25/10 " WALL COVERING MANUFACTURER. SURFACES. DESIGNED BY: M H 5. FINISHING: COMPLY WITH GYPSUM ASSOCIATION (GA) LEVELS OF GYPSUM BOARD ACCEPTABLE TO APPLICABLE AUTHORITIES. 1. PROVIDE PRIMER WHICH ALLOWS REMOVAL OF WALL COVERING FROM GYPSUM BOARD Q. PROTECTION: PROTECT WORK OF OTHER TRADES, WHETHER TO BE PAINTED OR NOT; FINISH GA LEVEL 4, THREE COAT FINISHING AND SANDING IS REQUIRED FOR WITHOUT DAMAGING PAPER FACING OF BOARD, AND WITHOUT PREMATURE SEPARATION CORRECT DAMAGE BY CLEANING, REPAIRING C�? REPLACING, AND REPAINTING, AS DRAWN BY: J E B SURFACES INDICATED TO BE PAINTED; PROVIDE FLUSH, SMOOTH JOINTS AND F. SUBFLOOR FILLER: PREMIX LATEX REQUIRING WATER ONLY TO PRODUCE CEMENTITIOUS PASTE. � WALL COVERING FROM WALL. ACCEPTABLE TO OWNER'S PROJECT MANAGER. KMM SURFACES READY FOR APPLIED PAINT FINISHES. CHECKED BY: G. DIVIDER STRIPS: TYPE AS INDICATED IN DETAILS. G. EXAMINATION: ENSURE SURFACES TO RECEIVE WALL COVERING ARE CLEAN, TRUE AND FREE 1. PROVIDE "WET PAINT" SIGNS TO PROTECT NEWLY-PAINTED FINISHES. 6. REMOVE AND REPLACE DEFECTIVE WORK. H. PREPARATION: BROOM CLEAN SUBSTRATE SURFACE AND ENSURE FLOOR SURFACE IS SMOOTH OF IRREGULARITIES, DO NOT COMMENCE WITH WORK UNTIL SURFACES ARE SATISFACTORY. 2. REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS FOR PROTECTION SPEC 1 F I C A T i O N S 0. ACOUSTICAL ACCESSORIES INSTALLATION. AND FLAT TO PLUS OR MINUS 1/8" PER 10'-0", FREE OF 01L, GREASE, DUST AND FOREIGN r OF THEIR WORK AFTER COMPLETION OF PAINTING OPERATIONS. SUBSTANCE. USE LATEX FILLER TO PATCH CRACKS AND SMALL HOLES AND FOR MINOR 1. ENSURE WALL SURFACE FLATNESS TOLERANCE DOES NOT VARY MORE WAN 1/6 IN 1. PLACE ACOUSTICAL INSULATION TIGHT WITHIN SPACES, AROUND CUT OPENINGS, LEVELING. ' 10'-0", NOR VARY AT A RATE GREATER THAN 1/i6" PER RUNNING FOOT. BEHIND AND AROUND ELECTRICAL AND MECHANICAL ITEMS WITHIN PARTITIONS, AND 1. GRIND CONCRETE WHERE RIDGES AND IRREGULARITIES PROVIDE UNSATISFACTORY R. REPAIR: AT COMPLETION OF WORK OF OTHER TRADES, TOUCH-UP AND RESTORE DAMAGED TIGHT TO ITEMS PASSING THROUGH PARTITIONS. SUBSTRATE FOR WOOD STRIP FLOORING. 1�I. PREPARATION: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS; FILL NICKS, GOUGES AND SURFACES OR DEFACED PAINTED SURFACES. 2. PLACE ACOUSTICAL SEALANT WITHIN PARTITIONS IN AG ANC WI H OTHER MINOR IMPERFECTIONS OF SUBSTRATES WITH LATEX FILLER; SAND SMOOTH, FLUSH L EA ACCORDANCE T WITH SURFACE; APPLY PRIME COAT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DRAWING NUMBER: 1 MANUFACTURER'S RECOMMENDATIONS; INSTALL ACOUSTICAL SEALANT AT GYPSUM BOARD PERIMETER, AT SASE LAYER AND FACE LAYER OF GYPSUM BOARD, AND i PENETRATIONS OF PARTITIONS: 1=4\ DIVISION 26 - ELECTRICAL 2. AU. SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SIUCATE, SILICONE 9. FIRE AND/OR SMOKE DAMPERS SHAM BE WIRED BY ELECTRICAL CONTRACTOR. COORDINATE WITH HVAC CONTRACTOR FOR POWER SECTION 26 00 00 - BASIC ELECTRICAL REQUIREMENTS "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. REQUIREMENTS. SECTION 26 24 16 - PANELBOARDS. A. NOTES 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH 10. REFER TO MECHANICAL DRAWINGS FOR AVAILABLE SCHEMATIC WIRING DIAGRAMS OF EQUIPMENT. EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEIUNGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL 1. ALL PANELBOARDS SHALL BE FACTORY ASSEMBLED OF THE BOLTED CIRCUIT BREAKER TYPE WITH SOLID COPPER BUSSING, FULL SIZED 1. THE ABBREVIATION ESD&C WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS AND/OR SPECIFICATIONS SHALL REFER TO "EXPRESS BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. END OF SECTION 26 05 23 COPPER NEUTRAL, 1 O GROUND BUSHING, AND OVERALL HINGED/LOCKABLE CODOR. ALL CIRCUIT BREAKERS SHALL BE OF THE STORE DESIGN AND CONSTRUCTION". ANY REFERENCE TO TENANT'S PROJECT MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS M. HANGERS QUICK-MAKE AND QUICK-BREAK DESIGN, THERMAL-MAGNETIC TYPE, TRIP FREE AND TRIP-INDICATING. AU. PANELS SHALL BE DEAD = TO ESD&C. FRONT AND FLUSH OR SURFACE MOUNTED AS SHOWN. 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, SECTION 26 05 26 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS - HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. CONTRACTOR SHALL FURNISH AND INSTALL A TYPEWRITTEN DIRECTORY CARD OF THE CIRCUITS AND PLACE IN PANEL DOOR. THE r:. SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 26. DIRECTORY SHALL IDENTIFY THE SPECIFIC ROOM LOCATION FOR EACH CIRCUIT. ' 2' 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK !S NOT 1, FURNISH AND INSTALL COMPLETE WIRED GROUNDING CONDUCTOR SYSTEM, #12 AWG MINIMUM, SIZED AND INSTALLED IN ACCORDANCE �"� r "`` 3. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, THE LANDLORD'S TENANT 3. ALL PANELBOARDS PHASE AMPERAGE SHALL BE BALANCED TO WITHIN 7 PERCENT MAX. TO MIN. REARRANGE NON-LIGHTING BRANCH Z = :7 :f PERMITTED. HANGERS SHALL BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF HIS OR HER SUBCONTRACTORS WITH ALL CRITERIA, AS NOTED IN THE SPECIFICATIONS, AND AS INDICATED ON THE DRAWINGS. CIRCUITS AS REQUIRED AND NOTE CHANGES ON RECORD DRAWINGS. UGHTING PANEL CIRCUIT BREAKERS SHALL BE INSTALLED AND `'` DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE HIS OR HER SUBCONTRACTORS WITH A COMPLETE SET OF SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR SHALL INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WIRED EXACTLY AS SHOWN ON DRAWINGS. � ::. `"' WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION � :. BID DOCUMENTS. METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. 2. ALL CONDUITS, INCLUDING FLEXIBLE METAL CONDUIT, SHALL BE GROUNDED WITH A GREEN GROUNDING CONDUCTOR. 3/4* _ _ Z :; :: .::::::1-. 4. THIS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS WORK TO COMPLY WITH 4. IF LOOSE PANELBOARDS ARE USED, PANELBOARDS SHALL BE MOUNTED ON MINIMUM 3/4 A/D PLYWOOD AND PAINTED IN A COLOR � Z ��<::- `f ;� 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG 3. GROUNDING CONNECTIONS MADE TO THE WATER PIPING SYSTEM SHALL BE COORDINATED WITH THE PLUMBING CONTRACTOR AND A TO MATCH THE SURROUNDING WALLS OR A COLOR AS REQUIRED BY LOCAL CODE. PLYWOOD SHALL EXTEND 1 FOOT MINIMUM BEYOND Z "`' THE ESD&C SCHEDULE AND THE PROJECT COMPLETION DATE. .- BONDING JUMPER INSTALLED AROUND WATER METER PER CODES AND AS INDICATED ON DRAWINGS. EDGE OF EQUIPMENT. Z r` SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. - - °•:r, 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS 4. AU. DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE 5. PANELBOARDS SHALL HAVE A MINIMUM SHORT CIRCUIT CURRENT RATING AND LUG CONNECTIONS AS FOLLOWS: Q >�- WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUAUFIED IN 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED. GROUNDING TERMINAL. METAL-TO-METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND ""' THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES, AND PULL BOXES SHALL BE 120/208 VOLT PANELBOARDS: 10,000 A.I.C. ''` MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES BONDED TO THE CONDUIT SYSTEM. LV Z ,,: . ``::-r' NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF HIS OR HER WORK. N. FINAL ELECTRICAL INSPECTIONS VERIFY ACTUAL A.I.C. SHORT CIRCUIT CURRENT REQUIREMENTS WITH THE LANDLORD OR UTILITY COMPANY AND VERIFY SWITCHGEAR 5. RUN A SEPARATE ISOLATED GROUNDING CONDUCTOR, #12 AWG MINIMUM, IN EACH CONDUIT FEEDING THE CASHWRAP, THE COMPUANCE PRIOR TO INSTAWNG EQUIPMENT. ALL LUG CONNECTIONS TO BE 75'C RATED. ,. 6. REFER TO RESPONSIBIUTY SCHEDULE ON SHEET E02.3 OF THIS SET FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, ESD&C MAY HAVE AN INDEPENDENT ELECTRICAL CONTRACTOR INSPECT SENSORMATIC AND OTHER COMPUTERIZED EQUIPMENT AS SHOWN ON DRAWINGS. P____ PI ... ':`:ITEMS WHICH MAY AFFECT BID. THE FINISHED ELECTRICAL INSTALLATION UPON COMPLETION'FOR-COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE . : ..:: INSTAWNG CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT ELECTRICAL CONTRACTOR UP TO 6. ALL ENCLOSURES AND NON-CURRENT CARRYING METAL PARTS ARE TO BE GROUNDED. CONDUIT SYSTEM IS TO BE ELECTRICALLY 6. IFS ENCLOSURE FURNISHED BY ESD&C AND INSTALLED BY ELECTRICAL CONTRACTOR IS HEREIN DESCRIBED: u) Ci :. PLANS AND SPECIFICATION REQUIREMENTS. CONTINUOUS. ALL LOCKNUTS SHALL CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND UNIT WILL BE SHIPPED TO THE PROJECT IN MULTIPLE SECTIONS AND THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR , B. GENERAL REQUIREMENTS NON-CURRENT CARRYING METAL PARTS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. o. _ LLI r. Jf OFF LOADING OF EQUIPMENT, INSPECTION OF EQUIPMENT FOR DAMAGES, VERIFICATION OF EQUIPMENT RECEIVED, ENSURING THAT '' 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES. TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS O. SCOPE OF WORK ALL GROUND CLAMPS SHALL BE "PENN-UNION" OR EQUAL, SIMILAR TO "GPL" TYPE. THE EQUIPMENT RECEIVED IS COMPLETE AND MEETS THE SCHEDULED PANELS FOR THE PROJECT, MOVING AND MOUNTING OF Cl) V,. NECESSARY TO PROVIDE A COMPLETE ELECTRICAL. SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS SECTIONS AS WELL AS REASSEMBLING OF SAME INTO ONE COMPLETE UNIT PER MANUFACTURER'S REQUIREMENTS. W O REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR ESD&C SHALL BE PROVIDED BY 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, AND FACILITIES NECESSARY END OF SECTION 26 05 26 b. ELECTRICAL CONTRACTOR IS TO CONNECT ALL PROVIDED INTERCONNECTING CABLES BETWEEN SECTIONS AND TORQUE CONNECTIONS r «; THIS CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE ESD&C PROJECT MANAGER, AS FOR, REASONABLY IMPUED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR IS TO ANCHOR PANEL SYSTEM IN ACCORDANCE WITH MANUFACTURERS a. CO SPECIFICATIONS AND LOCAL CODES IN SEISMIC ZONES. r:, -.` REQUIRED. ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO ELECTRICAL CONTRACTOR IS TO CONNECT UGHTING BRANCH CIRCUITS TO APPROPRIATE LOAD TERMINALS PROVIDED WITHIN IFS ; r: INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: c• - W •� *---4 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE ENCLOSURE PER UGHTING ZONES INDICATED IN THE PANEL SCHEDULE (I.E: ZONE A, B, C). LINE SIDE WIRING AND UGHTING Mt SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS o. A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING THE INSTALLATION OF ESD&C FURNISHED POWER DISTRIBUTION SYSTEM SECTION 28 05 33 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS CONTROL WIRING WILL BE PREWIRED BY MANUFACTURER AT FACTORY. COORDINATE EXACT TERMINAL NUMBER FOR EACH CIRCUIT . NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE UNIT, SAFETY SWITCHES, DISCONNECT SWITCHES AND MOTOR STARTERS (SOMETIMES FURNISHED AND INSTALLED BY CONTRACTOR), CONNECTION WITH MANUFACTURER'S DRAWINGS. -- WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF AND LIGHTING. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBIUTY TO INCLUDE IN HIS OR HER BID FOR PROVIDING SERVICE d. ALL UGHTING, RECEPTACLE AND MISCELLANEOUS BRANCH CIRCUITS NOT SPECIFIED AS BEING CONTROLLED, ARE TO BE WIRED CONTRACT. - 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDING BUT NOT UMITED TO, UGHTING, DIRECTLY TO THE CORRESPONDING BRANCH BREAKER IN THE DESIGNATED PANEL EQUIPMENT NECESSARY FOR TIE-IN TO LANDLORDS DISTRIBUTION EQUIPMENT OR TO OBTAIN SERVICE FROM LOCAL UTILITY RECEPTACLES, HEATING, AIR CONDITIONING, PLUMBING EQUIPMENT, TELEPHONE, DATA, SPEAKERS, SECURITY, PAGER, TRAFFIC COUNTING e. ALL CONNECTIONS WITHIN THE PERFORMED BY OTHERS. TELEPHONE/DATA SECTION AND HVAC CONTROL SECTION OF THE IFS ENCLOSURE ARE TO BE 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE COMPANY. REFER TO ELECTRICAL RESPONSIBILITY SCHEDULE AND ELECTRICAL POWER RISER DIAGRAM FOR ADDITIONAL SYSTEM AND ELECTRICAL EQUIPMENT. INFORMATION. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTAWNG THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED b. CONTRACTOR SHALL INCLUDE IN BID ALL NECESSARY MATERIALS REQUIRED TO COMPLETE THE SYSTEM INCLUDING, BUT NOT f. ELECTRICAL CONTRACTOR WILL ONLY BE RESPONSIBLE FOR INSTALLATION OF THE CONDUIT SYSTEM INTO THE LOW VOLTAGE AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. UMITED TO, FEEDERS, BRANCH CIRCUITS, JUNCTION AXES, OUTLET BOXES, WIRING DEVICES, COVERPLATES, CONDUITS, MOTOR 2. ALL CONDUITS SHALL BE GALVANIZED IMC OR EMT UNLESS OTHERWISE SPECIFIED IN SPECIFICATIONS OR ON DRAWINGS. ALL CONDUIT SECTION OF THE IFS PANEL STARTERS, DISCONNECTS, ETC. IS TO BE UL LABELED. EMT CONNECTORS SHALL BE STEEL COMPRESSION OR SET SCREW TYPE. CONDUIT UNDER SLAB ON GRADE 4. ALL WORK IN THIS SECTION SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND C. METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, ESD&C, UTILITY COMPANY, AND/OR LANDLORD. SHALL BE RIGID STEEL, OR SCHEDULE 40 PVC WITH RIGID STEEL ELLS WHERE PERMITTED BY LANDLORD OR CODE. REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. d. THE WIRING OF MECHANICAL EQUIPMENT AS OUTUNED ON THE BID SET DRAWINGS AND IN THE SPECIFICATIONS. WORK SHALL END OF SECTION 26 24 16 Z 4 Z 3 MINIMUM SIZE OF CONDUIT SHALL BE: r = N,.o o r INCLUDE WIRING OF ALL STARTERS, DISCONNECTS, AND POWER WIRING OF MECHANICAL EQUIPMENT EXCEPT AS SPECIFICALLY o W o �, _w a a 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. Z . ea w W NOTED OTHERWISE. ALL LOW VOLTAGE (24 VOLT) EMS TEMPERATURE CONTROL WIRING SHALL BE THE RESPONSIBIUTY OF THE a. MAIN FEEDER CONDUIT TO f OR LARGER FOR ALL APPLICATIONS. e o a •W Z W 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE ELECTRICAL- CONTRACTOR UNLESS NOTED SPECIFICALLY ON DRAWING. b. 1/2" MINIMUM FOR ALL LOCATIONS (IF ACCEPTABLE BY THE LANDLORD AND LOCAL CODE OFFICIALS), UNLESS NOTED OTHERWISE SECTION 26 27 26 - WIRING DEVICES °a a m -..x= g°-9T46 W Ng I NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, e. INSTALLATION OF UGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS INCLUDING ALL DEVICES, EQUIPMENT, ETC. REQUIRED '` _n m _ _ Z IN PLANS, SPECIFICATIONS, OR DRAWINGS. ° s ,3-g-° 5 a a d W FOR MOUNTING. �,Na� =ao �_ WHICHEVER IS MORE STRINGENT. c. IF HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A MINIMUM OF 3/4", UNLESS NOTED OTHERWISE 1. ESD&C UGHTING PACKAGE DISTRIBUTOR SHALL FURNISH AND ELECTRICAL CONTRACTOR SHALL INSTALL UGHT SWITCHES, RECEPTACLES, _Q° o Z r'x°'�m W f. A COMPLETE CONDUIT SYSTEM FOR TELEPHONE/DATA INCLUDING BRANCH CONDUITS, OUTLET BOXES, PULL WIRES, GROUND ON DRAWINGS. AND COVERPLATES, UNLESS NOTED OTHERWISE, AS NECESSARY FOR A COMPLETE INSTALLATION. COLOR OF DEVICES AND PLATES W a W e 4 W 3-Z U a 1-°N•7. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING AND CHANNELING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL CONDUCTORS, COVER PLATES, ETC. OR AS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. " a o W W o�, S, HAVE PRIOR APPROVAL BY ESD&C PROJECT MANAGER AND THE LANDLORD. ALL PATCHING SHALL BE BY G.C. AND SHALL MATCH THE g. d. ALL IN/UNDER FLOOR CONDUIT SHALL BE OF MINIMUM 3/4" SIZE. SHALL BE SELECTED BY ESD&C. THE DEVICES SHALL BE OF THE TYPES AND RATINGS LISTED, OR EQUALS BY ARROW-HART, HUBBELL H a N z _ o.o,W -09 o=�, A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON THE DRAWINGS. 3/4" d z°Z a`=4. U Z z • e. ALL FIRE ALARM CONDUIT SHALL BE OF MINIMUM 3/4 SIZE. OR PASS & SEYMOUR. WEATHERPROOF GFI RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY .4 O W W= '^ a SURROUNDING SURFACES. h. TEMPORARY SERVICE AS INDICATED IN THE SPECIFICATIONS, INCLUDING ITS REMOVAL =- (2,-- mg=° .2,16_19 CODE. W Q Z N aWWO R I. FINAL CONNECTIONS TO ALL SIGNS, CORNICE UGHTING, CASE LIGHTING, ETC. AS SHOWN ON DRAWINGS. s;z o ,%.4,,--.9_ ►-I IF INDICATED ON DRAWINGS, INSTALLATION AND WIRING OF SPEAKERS, AMPLIFIED, CONDUIT AND FINAL CONNECTIONS FOR SOUND 4. SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE WITH THE NEC AND LOCAL CODES. 'its s z O x c,W ° Z 8. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING 1. » o W m m s m .a .16.-.11m SYSTEM AS SHOWN. SINGLE POLE TOGGLE SWITCHES: 20 AMP,120-277V: PASS & SEYMOUR PS20AC 1-W _ W c_ o W �' SYSTEM. • " " � �� aWo�� a�<Z� 5. GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT THREE WAY SWITCHES: 20 AMP, 120-277V: PASS & SEYMOUR PS2OAC3-W _=a° 25 x 21 Z i P ° k. SMOKE/FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS OR AS NECESSARY TO MEET ' U o SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY ESD&C'S PROJECT MANAGER. PAINTING OF CONDUITS, NOTED ON W'. �'y a i-°° _° LOCAL., INSURANCE AND FIRE DEPARTMENT REQUIREMENTS. DUPLEX RECEPTACLES: 20 AMP, 125V. PASS & SEYMOUR BR20W o �, _ U ►- a L- LANDLORD, STATE, W W�U �,�� o C. TEMPORARY LIGHT AIM POWER I. INSTALLATION OF CONDUITS STUBBED TO ABOVE CEIUNG FOR HVAC. ALSO, ANY ADDITIONAL CONDUIT FOR HVAC CONTROL DRAWINGS OR SPECIFICATIONS WILL BE BY GENERAL CONTRACTOR. ISOLATED GROUND RECEPTACLES: 20 AMP, 125V: PASS & SEYMOUR "IG6300W" 4,E...„04 4 W 3 t z y W°t2 V,a z • , wn=a s[ w W Ng.=O EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED. GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLES: 20 AMP, 125V: PASS & SEYMOUR "2094-W" ,Ld LT a-; a a-a o a y° o s 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY WIRING AND RELATED GROUND FAULT INTERRUPTION PROTECTION FOR m. BALANCING LOADS. 6. FLEXIBLE METAL CONDUIT OR MC TYPE CABLE a m _-= W N 2-1 O¶W V. 281-4L36= Z •..0 W Z 2 y�go U UGHT AND POWER FOR ALL CONTRACTORS AND IS RESPONSIBLE FOR IT'S REMOVAL n. AS-BUILTS, PANEL DESCRIPTION AND CIRCUIT BREAKER SPECIFIC LABELING. o. 2. ALL DEVICE COVERPLATES SHALL BE PASS AND SEYMOUR SERIES "TP" OR EQUAL. _p(2 - - ._° 6 W -Z Z FLEXIBLE METAL CONDUIT OR MC TYPE CABLE SHALL BE USED FOR THE FOLLOWING APPLICATIONS ONLY: E. .Z = a d g o W W L.o CI NF-SC Z N n•O w W,_ p,. ,.. . 2. THE GENERAL CONTRACTOR SETS UP ALL ELECTRICAL UTILITIES IN THE NAME OF EXPRESS BRANDS. EXPRESS BRANDS PAYS FOR ALL 2. WORK NOT INCLUDED END OF SECTION 26 27 26 W o -40e. o o t,..;W m "',,•. in cr I. FINAL CONNECTIONS TO MOTORS. s)_t ,- Z N,_ ;m z o_ o,.. UTILITIES THROUGHOUT CONSTRUCTION. II FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER. w N=-=°° -,=,-.e, c =W- THE FOLLOWING ITEMS OF ELECTRICAL CONSTRUCTION ARE NOT INCLUDED IN THIS CONTRACT: III. FINAL CONNECTIONS TO VIBRATING EQUIPMENT. SECTION 26 28 16 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS = W U a a Z o Z 4 ° O Z W Z�� Z Z Z N �• ~4.Z a. TELEPHONE INSTRUMENTS AND WIRING UNLESS NOTED OTHERWISE. ,..g=5:4-. Q W 2 t-2< Z 3 .o 0 IV. INTER-CONNECTIONS BETWEEN ALL RECESSED UGHT FIXTURES AND JUNCTION BOXES. 0,,,../..t.' g N Q v, _ "° -w D. CODES b. DATA CABLE WIRING UNLESS NOTED OTHERWISE• m cl W O W W I 0 2 x 0 W x Y t W g V. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL 1. SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, QUICK-MAKE, QUICK-BREAK FUSED OR NON-FUSIBLE WITH RATINGS = *R w i_C- F.--=-=WW W °WOd'W x Z WW=al- OW QEd t.a2 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, 3. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, MECHANICAL AND VI. IN WALLS (FOR LIGHT SWITCHES AND 120 VOLT POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT). AND SIZES AS NOTED ON PLANS AND REQUIRED BY CODES. a 8 a ce W< ot a N° • -Z W = SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR PLUMBING PLANS, SHOP DRAWINGS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE N M SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ELECTRICAL SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. b. FLEXIBLE METAL CONDUIT SHALL BE THE SAME SIZE AS THE IMC OR EMT CONDUIT TO WHICH IT IS CONNECTED. BOTH THE 2. SWITCHES SHALL BE WEATHERPROOF IN OUTDOOR LOCATIONS OR AS REQUIRED BY LOCAL CODES. o ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY SHALL BE QUAUFIED AS FLEXIBLE METAL CONDUIT AND IT'S FITTINGS ARE TO BE USTED FOR GROUNDING. A GREEN GROUNDING CONDUCTOR SHALL BE 0 A SEPARATE UNE ITEM IN THE BID. AFTER CONTRACT IS AWARDED, CHANGE ORDERS FOR INCREASED COSTS DUE TO CODE ISSUES WILL INSTALLED. ALL CONNECTORS ARE TO BE OF A NEMA APPROVED TYPE. 3. AT SERVICE ENTRANCE, DISCONNECT SHALL BEAR THE MANUFACTURER'S LABEL INDICATING THE EQUIPMENT IS UL RATED FOR 111141' ' O NOT BE ACCEPTED BY ESD&C, UNLESS ALLOWANCES HAVE PREVIOUSLY BEEN AGREED UPON. P. CLEANING APPUCATION IN ACCORDANCE WITH ALL CODES. a- c. LENGTH OF FLEXIBLE METAL CONDUIT IS NOT TO EXCEED 6'-0". 0 1. AT THE END OF THE PROJECT, THIS CONTRACTOR SHALL CLEAN ALL EQUIPMENT, INCLUDING UGHT FIXTURES, TO THE SATISFACTION OF 4. CUTLER HAMMER OR EQUAL MANUAL MOTOR STARTERS, LESS OVERLOAD PROTECTION HEATERS, ARE TO BE USED AS A DISCONNECTING a E. LENSES, PERMITS, INSPECTIONS & FEES ESD&C. ALL DUST, DIRT, DEBRIS, AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. d. THE USE OF ROMEX OR BX CABLE IS NOT PERMITTED. MEANS ONLY WHERE INDICATED ON DRAWINGS FOR MOTORS ABOVE 1 1/2 HP AT 120 VOLTS AND 2 HP AT 240, VOLTS THAT DO NOT CSJ `- REQUIRE AUXIUARY CONTROL MOTORS THAT ARE BELOW THE 1 1/2 HP AT 120 VOLTS, 2 HP AT 240 VOLTS, WATER HEATER AND N 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS OR END OF SECTION 26 00 00 e. CONNECTION TO ANY OUTDOOR EQUIPMENT SHALL BE MADE WITH LIQUIDTIGHT FLEXIBLE METAL CONDUIT. ROLUNG GRILLE ARE TO BE PROVIDED WITH HUBBELL "HBL-1221, OR 1222" AC SWITCH. HER WORK. 7. PROVIDE PULL-WIRE IN ALL EMPTY CONDUITS EXCEPT AS NOTED OTHERWISE ON DRAWINGS. J 5. MAGNETIC MOTOR STARTERS SHALL BE PROVIDED WITH RESET TYPE OVERLOADS THAT CLOSELY MATCH MOTOR NAMEPLATE RATING AND Q 2. FURNISH TO THE ESD&C'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF SHALL BE ELECTRICALLY HELD (MINIMUM SIZE #1 IN A NEMA 1 ENCLOSURE) AND BE USED FOR ALL SINGLE PHASE AND THREE PHASE ti" •• PROJECT. 8. HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE ABOVE OR AS REQUIRED TO ALLOW PROPER SERVICE qk MOTORS RATED ABOVE 1/2 HP THAT REQUIRE AUXIUARY CONTROL. PROVIDE CONTROL DEVICES (AUXIUARY CONTACTS, TRANSFORMERS, SECTION 26 01 26 - MAINTENANCE TESTING OF ELECTRICAL SYSTEMS ACCESS AND OTHER TRADES WORK. CONDUIT SHALL BE TRAPEZED TO ALLOW 3 FEET MINIMUM CLEARANCE ABOVE CEILING. ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS. COORDINATE ALL CONTROL DEVICES WITH MECHANICAL CONTRACTOR.F. TRADE NAMES, MANUFACTURERS S SHOP DRAWINGS H-O-A, Z U 9. ALL CONDUITS SHALL BE SIZED PER NEC AND LOCAL CODES. COMBINATION STARTER/DISCONNECT SWITCHES SHALL CONTAIN FUSIBLE SWITCHES AND ONLY USED WHERE INDICATED ON DRAWINGS. w 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE •• 0 0 1. ALL CONNECTIONS AT PANELS, LIGHTING CONTACTORS AND SWITCHES ARE TO BE MADE, ALL SPLICES COMPLETE, ALL FUSES IN PLACE, w H 0 USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED 10 ALL SENSORMATIC WIRING SHALL BE PLACED IN EMT, IMC, OR RMC CONDUIT. PVC IS NOT ALLOWED. END OF SECTION 26 28 16 AND ALL CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO ITS FINAL DESTINATION, AND ALL COVERS AND PLATES O Q CZ WILL BE SUBJECT TO APPROVAL IN WRITING BY ESD&C'S PROJECT MANAGER THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR INSTALLED PRIOR TO THE TIME OF FINAL INSPECTION BY ESD&C'S PROJECT MANAGER. < tx EL ACCEPTANCE PRIOR TO INSTALLATIONS. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE REPLACED AT THE CONTRACTOR'S 11. ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE. NO ROUND OUTLET BOXES SHALL BE v z w EXPENSE. 2. UPON COMPLETION OF THE WORK, ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE TESTED AND PROVED FREE OF UNWANTED PERMITTED UNLESS INDICATED AND FOR LIGHTING THAT REQUIRE SUCH CONFIGURATION. CONCEALED BOXES SHALL NOT BE LESS THAN n < W GROUNDS AND OTHER DEFECTS. 4" SQUARE AND 1-1/2" DEEP, WITH PLASTER RINGS. SECTION 26 51 00 - INTERIOR LIGHTING Q a c,, Q 2. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO ESD&C PROJECT MANAGER FOR APPROVAL SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR ESD&C PROJECT MANAGER'S REVIEW WITHOUT CAUSING 3. ALL OVERLOAD DEVICES, INCLUDING EQUIPMENT FURNISHED UNDER OTHER CONTRACTS, SHALL BE SET AND ADJUSTED TO SUIT THE LOAD 12. ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS. 1. THIS CONTRACTOR SHALL INSTALL ALL UGHTING FIXTURES AND LAMPS AS SHOWN ON THE FIXTURE SCHEDULE. UGHTING FIXTURES c 0 h DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL CONTRACTOR AND THE CONDITIONS. AND LAMPS ARE SUPPUED BY ESD&C, UNLESS NOTED OTHERWISE. CONTRACTOR IS TO REPLACE ALL NON-WORKING LAMPS PRIOR TO z Li 0 Lai SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT 13. EXTERIOR BOXES SHALL BE CAST RUST-RESISTING METAL WITH GASKETED COVERS. MERCHANDISE DATE AND IS TO INCLUDE COST IN BID. r (NI DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. 4. TEST AND MAKE CORRECTIONS/ADJUSTMENTS FOR PHASE BALANCING. r< o , 14. INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE 2. ALL RECESSED INCANDESCENT FIXTURES SHALL BE PROVIDED WITH APPLICABLE THERMAL PROTECTION. a 5. THIS CONTRACTOR IS TO BALANCE THE VOLTAGE LEAVING THE STEP-DOWN TRANSFORMER TO PROVIDE A SECONDARY VOLTAGE OF BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF FLOORS, CEILINGS, WALLS ETC. ALL OUTLET BOXES TO BE PROVIDED WITH = 0 p G. GUARANTEE 120YOLTS +/- 3% BY ADJUSTING THE TRANSFORMER TAPS ONCE ALL THE FINAL CONNECTIONS HAVE BEEN MADE TO THE LOW CADDY "QUICK-MOUNT BOX SUPPORT" TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE 3. WHERE FLUORESCENT FIXTURES ARE SPECIFIED, THEY SHALL BE PROVIDED WITH HIGH POWER FACTOR RAPID START BALLASTS, U.L i to 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS OR HER CONTRACT AND SHALL MAKE GOOD, VOLTAGE PANELBOARD. INCLUDE FINAL BALANCE REPORT WITH AS-BUILT DRAWINGS. DEVICES. LISTED, C.B.M. CERTIFIED, AND E.T.L. APPROVED WITH EFFICIENCY FACTORS IN ACCORDANCE WITH THE ENERGY POLICY ACT OF Z REPAIR OR REPLACE AT HIS OR HER OWN EXPENSE, 1992 AND ITS AMENDMENTS AS A MINIMUM. Z 0 ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED 15 UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL ELECTRICAL CODE, HANDICAP CODES OR LOCAL 0 CO E- WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE OF THE INSTALLATION BY ESD&C'S PROJECT MANAGER ({N WRITING). END OF SECTION 26 01 26 CODES, OUTLET HEIGHTS SHALL BE AS FOLLOWS: "' EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. 4. THIS CONTRACTOR SHALL FURNISH ADDITIONAL AUXILIARY SUPPORT STEEL HANGER WIRES ADEQUATELY SIZED TO SUPPORT THE E- Z K! 4 " WEIGHT OF THE FIXTURE FASTENED TO THE BUILDING STRUCTURE (MINIMUM TWO PER FIXTURE) FOR ALL FIXTURES IN LAY-IN Q co • _ SWITCH HEIGHT 48 FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. CEIUNGS AND OTHER FIXTURES AS REQUIRED BY THE LANDLORD AND LOCAL CODE OFFICIALS. t!! tel N f j 2. THE EQUIPMENT MANUFACTURER SHALL GUARANTEE AND PROVIDE A 12 MONTH GUARANTEE TO ESD&C FROM THE DATE OF ACCEPTANCE. b' b. CONVENIENCE OUTLETS: p 1.1.1 THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THIS EQUIPMENT AND WILL BE RESPONSIBLE FOR ANY DAMAGE AND/OR 5. FURNISH AND INSTALL APPLICABLE FIRE RATED DRYWALL BOXES OVER RECESSED FIXTURES IN FIRE RATED CEILINGS AS REQUIRED BY �• 3 CS) w - MALFUNCTION CAUSED BY THE INSTALLATION. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE SECTION 26 05 19 - ELECTRICAL POWER CONDUCTORS AND CABLES I. SALES AREAS: MOUNTED ON THE WALL 15" AFF UNLESS INDICATED OR HORIZONTALLY MOUNTED IN BASEBOARD BENEATH CODES. FIELD COORDINATE AS REQUIRED TO AVOID CONFLICTS. Q Z 13t •' a- 0 WORKING SYSTEM. CABINETS, AS SHOWN"ON DRAWINGS, OR AS REQUIRED BY LOCAL CODES. SEE DRAWINGS. ". I- a.. II. NON-SALES AREA: 15 FROM FINISHED FLOOR TO CENTERUNE OF OUTLET. END OF SECTION 26 51 00 U t _ .. 1. CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG SIZE AND TYPE AS SHOWN ON DRAWINGS. w �,,,� • w Z U H. RECORD DRAWINGS MINIMUM WIRE SIZE SHALL BE #12 AND THE CONDUCTORS SHALL BE 600 VOLT INSULATION TYPE THW, THWN OR THHN. c. TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. L -Ito ?et 0 I i 1. THIS CONTRACTOR SHALL MAINTAIN ONE SET OF DRAWINGS ON THE JOB SITE UPDATED WEEKLY TO RECORD ALL DEVIATIONS FROM 2. MINIMUM WIRE SIZE - 20 AMP BRANCH CIRCUIT SHALL BE AWG LISTED SIZE PER DISTANCE SHOWN BELOW. DISTANCE SHAD. BE coo p U w N CONTRACT DRAWINGS, SUCH AS: 16. THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THIS CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL 0- Lii Cf) - ° CI w MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO THE FARTHEST OUTLET. BOXES WHERE REQUIRED BY FIELD CONDITIONS OR BY CODE. ABBREVIATIONS - ELECTRICAL a. LOCATION OF CONCEALED PULLBOXES. a. #12 LESS THAN 100 FEET REVISIONS: b. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. b. 17. BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE REQUIRED BY: DATE b. #10 BETWEEN 1 00 - 150 FEET A/C AIR CONDITIONER J-BOX JUNCTION BOX �" c. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S c. #8 BETWEEN 150 - 250 FEET LANDLORD & BLDG. DEPT. COMMENTS 0e/12/1O COORDINATION WITH OTHER TRADES. # 18. ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE AC ALTERNATING CURRENT d. #6 OVER 250 FEET DRYWALL CEILINGS SHOULD BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR A.F.F. ABOVE FINISH FLOOR KVA KILOVOLT-AMPS AHU AIR HANDUNG UNIT 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THIS CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS 3. ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN 110 AWG SHALL BE REDUCED TO #10 AWG WITHIN 10 FEET OF ACCESS PANELS AS LOCATED ON PLANS. AIC AMPERE INTERRUPTING CAPACITY LCL LONG CONTINUOUS LOCAD AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. FAILURE TO KEEP THESE RECORDS WILL ALLOW ESD&C TO PANELBOARD AND DEVICE IN JUNCTION BOXES ON RATED TERMINAL STRIPS. END OF SECTION 26 05 33 AMP., A AMPERE LTG LIGHTING DIRECT THE GENERAL CONTRACTOR TO PROVIDE THESE RECORDS AT HIS OR HER EXPENSE PRIOR TO FINAL PAYMENT. L.V. LOW VOLTAGE 4. CONDUCTORS MAY BE STRANDED FOR SIZES #10 AWG AND LARGER. CONDUCTORS SIZE 112 SHALL BE SOLID. C. CONDUIT L DISCREPANCIES IN DOCUMENTS C.B. CIRCUIT BREAKER MAX MAXIMUM 5. ALUMINUM CONDUCTORS ARE NOT PERMITTED, EXCEPT AT SERVICE ENTRANCE, WHERE REQUIRED BY LANDLORD. CONDUCTOR CONNECTION CCTV CLOSED CIRCUIT TELEVISION MCA MINIMUM CIRCUIT AMPACITY 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE SHALL BE PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM GENERAL CONTRACTOR AND CIRC. CIRCUIT MCC MOTOR CONTROL CENTER ELECTRICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFUCT OR ARE UNCLEAR, ESD&C'S PROJECT MANAGER WHEN USED. SECTION 26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS CELL CEIUNG MFR. MANUFACTURER ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE COL. COLUMN M.H. MOUNTING HEIGHT ESD&C'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, ESD&C 6. ALL WIRING SHALL BE IN CONDUIT, UNLESS SPECIFICALLY NOTED OTHERWISE (IE. LOW VOLTAGE PLENUM RATED WIRE). 1. ALL WIRING SHALL BE COLOR-CODED AS FOLLOWS: COND CONDUIT M.O.C.P. MAXIMUM OVER CURRENT PROTECTION PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION CONT. CONTINUED MTD. MOUNTED 'INDICATES NO REVISION TO THIS SHEET PERMITTED. 7. THE USE OF ROMEX OR BX CABLE IS NOT PERMITTED. i 120/208 VOLT SYSTEM CU. COPPER N.C.NEUTRAL - WHITE DF DRINKING FOUNTAIN N.F. NON-FUSED CLOSED SI SHREMSHOCK J. PHASING REQUIREMENTS 8. WIRE CONNECTORS SHALL BE EQUAL TO "SCOTCH LOCK" FOR #8 AWG WIRE AND SMALLER AND EQUAL TO T & B "LOCKTIGHT" FOR #6 PHASE A OR L1 - BLACK AWG AND LARGER. PHASE B OR U - RED DIA. DIAMETER N.I.C. NOT IN CONTRACT Shremshock Engineering, Inc. 1. THIS CONTRACTOR IS TO INCLUDE IN HIS OR HER BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING PHASE OF THE PHASE C OR L3 - BLUE DISC. DISCONNECT N.O. NORMALLY OPEN 6130 S.Sunbury Rd. Westrville, OH 43081 STORE'S HVAC, ELECTRICAL, PLUMBING AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR SHALL SCHEDULE IN WRITING WITH 9. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. GROUND - GREEN DISTR DISTRIBUTION t:614 545 4550 f:614 545 4555 ESD&C'S PROJECT MANAGER AND THE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE PROTECTION ISOLATED GROUND - GREEN WITH YELLOW TRACER DWG DRAWING O.C. ON CENTER SYSTEMS. END OF SECTION 26 05 19 O.L OVERLOAD 2. JUNCTION AND PULL BOXES SHALL BE LABELED WITH CIRCUIT NUMBER IDENTIFICATION AND SYSTEM TYPE ON COVER. E EXISTING TO REMAIN . P 4 C E.F. EXHAUST FAN P POLE � 3 rn ELEC. ELECTRICAL P.A. PUBUC ADDRESS { ,a tr' , K. DEMOLITION END OF SECTION 26 05 53 �•�°' f E.W.C. ELECTRIC WATER COOLER P.E. PHOTOELECTRIC ,�� ,��a,� �,,��. 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOUTION SECTION 26 05 23 - CONTROL VOLTAGE ELECTRICAL POWER CABLES EXIST. EXISTING PNL PANEL cr . I- EXO EXTERNALLY OPERATED PWR. POWER PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT EXT. LOC. EXTERIOR LOCATION -441011 - n ,.�P INTACT. RELOC RELOCATED EXISTING .a r� R MI 1. FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES AND PULL WIRES AS SHOWN ON THE DRAWINGS UNLESS -�"`` t; 4 c-, 2. THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING CONDUIT, FIRE ALARM OTHERWISE NOTED ON PLANS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS, MISCELLANEOUS EQUIPMENT AND SECTION 26 09 23 - LIGHTING CONTROL EQUIPMENT F.A. FIRE ALARM R. ROOM 4;;;,'''::•:::9 x 14 , 'cab �/G UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR SHALL VERIFY APPURTENANCES ARE NOT PART OF THIS CONTRACT AND WILL BE PROVIDED AND INSTALLED BY ESD&C. FIXT. FIXTURE R.T. RAIN TIGHT ., ::A, �•- . . SYSTEM, SWITCH GEAR, PITCH POCKETS AND EQUIPMENT ETC.. FLA FULL LOAD AMPS RTU ROOF TOP UNIT `�`� � p�'�,'. WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, CONDUIT AND SWITCH GEAR PRIOR TO REMOVAL PITCH POCKETS SHALL 1. UGHTING CONTROL PANEL WILL BE PROVIDED BY ESD&C THROUGH CONTROL MANUFACTURER, MOUNTED IN IFS PANEL WITH CONDUIT, °"•-„• '" BE REMOVED AND THE ROOF PATCHED, AS REQUIRED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT 2. OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. INSTALLED BY THE ELECTRICAL CONTRACTOR. THE CONTROL PANEL SHALL BE PROGRAMMED AND COMPLETE WHEN SHIPPED TO THE SWITCH EXfi :i'ti -'`'__'72 _ APPUCABLE TO THE NEW WORK SHALL BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO UKE NEW CONDITION. EXISTING JOB SITE. THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE TO PULL ALL WIRES AS DETAILED ON THESE DRAWINGS AND CIRCUITED G GROUND SW. SW ABANDONED CONDUIT OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE, ARE TO BE CUT OFF AND 3. CONDUIT RUNS FROM IFS ENCLOSURE OR MANAGER'S OFFICE FOR TELEPHONE AND DATA LINES TO CASHWRAPS ARE TO BE CONTINUOUS EXACTLY AS DIAGRAMMED ON THE ELECTRICAL PLAN DRAWINGS. NO VARIATIONS TO THE CIRCUITING ARE ALLOWED WITHOUT PRIOR GFI GROUND FAULT INTERRUPTER SW 8D SWITCHBOARD SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD WITH NO JUNCTION BOXES EXCEPT AS NOTED OTHERWISE ON DRAWINGS. WRITTEN APPROVAL BY ESD&C'S PROJECT MANAGER. H.P. HORSE POWER T.C. TIME CLOCK DATE ISSUED: 06/25/10 OR CODES, ABANDONED CONDUIT SHALL BE REMOVED TO POINT OF ORIGINATION. CONFIRM EXTENT OF DEMOLITION PRIOR TO BID AND H.Y. HIGH VOLTAGE TEL TELEPHONE REFERENCE ONLY INCLUDE IN PROPOSAL 4. ALL PULL WIRES ARE TO BE LABELED FOR PURPOSE DESIGNATED. END OF SECTION 26 09 23 HZ HERTZ TYP TYPICAL NOT APPROVED WITH THIS PERMIT DESIGNED BY: SLH 3. ALL UNUSED COMMUNICATION, DATA, AND LOW VOLTAGE CABLING IS TO BE REMOVED IN ACCORDANCE WITH N.E.C. 725.(3)B AND 5. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. CHECK BY:BY: SLH 760.3(A). IFS INTEGRATED FACIUTY SYSTEM V VOLT CHECKED BY. R A P 6. ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL ELECTRICAL WORK TO BE INCLUDED IN HIS OR HER I.G. ISOLATED GROUND W.P. WEATHERPROOF L SLEEVES BID. ELECTRICAL 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND 7. ELECTRICAL CONTRACTOR SHALL DO ALL POWER WIRINGS, UNE VOLTAGE WIRINGS, AND LINE VOLTAGE CONTROL WIRING INDICATED UNDER SPECIFICATIONS THE HEATING, VENTILATION AND AIR CONDITIONING, PLUMBING AND FIRE PROTECTION SPECIFICATIONS AND DRAWINGS. THIS CONTRACTOR THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT SHALL ALSO DO ALL INTERCONNECTING LINE VOLTAGE WIRINGS BETWEEN RELAYS AND SWITCHES AS REQUIRED. PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR SHALL COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 8. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTAWNG CONDUIT FOR HVAC CONTROL WIRING WHERE REQUIRED BY CODE OR SHOWN ON PRINTS TO BE IN CONDUIT. REFER TO PLANS FOR REQUIREMENTS AND SIZE. DRAWING NUMBER: , , ,-, 4 1 1 i •�Vr/ ELECTRICAL SPECIFICATIONS N.T.S. OODE011AOSPEc i U m 1 i E p r rn ° A (11)- g V a . :� °° 7:11 N O re............j:— . ii. 0› ic,-.) 1.,,,,,,,,, ,,,F ... _ 0 r, _ ?'"fi• y co °' ri .....a ,� CO I V < O ic m < 1 o o 0 ,.. CDR 0- 19 X 0 = N E � .0 E E/ "o 1 c.,) m Q o C m J E f �- "' 0...., il,i m =Z Cww7CI 1 �° D co T z v 1 I cJ :& 4.. al ii0 I //: Q g ill 1 it) rale. rn ao -, -- I L i .� k 4' r L J ° s alt / \Vir, 4 ___/ o_ --J Li ----N\ - / r�-- E I E IE E E ,I, . 0.. 0 ..., ...., . .)......).1, ,I Ii ,, 11 i i- ., L E ‘...". m ill iii E 7 r N JO [I- Fri at Q t E � 0 r-= a 1 l < * i i 70 n r C, N E 7 _____ O x770 +�9r� i 1 • Cpl z ©• � 0-C co . .vi 0 I'. — ' 1 yz omz ■■ ,�!►. 70 171 0,-,. m E n o �� z 0 fill , ITI 8 , a gZ in all MID II E , ___. CD as a • e a lel ............. E _ 0 4 0 i v ,,________ 0 m N �Yliw t1 t ft f ft i! a am 1 11 c liell G .- 0 0 4 v 0 e O O 7w CO CI rn g P rn m y > W y ,i, tN m W = I VI CD II ig •1111111111111/111i' 0 ©EI i I 4 AMMIMMUMft -• lell -• lei 40 e 1 -. I .. •i lii !MID !NM I I I f � t t a■ a. i! � a i © 0 ■ I; / 1 ,, `I} 07 W I €111 O < ell >)10 ® > < w E lel 37. 1 4 -0 M 7o E 1 4 m X i ,,,,,,i . ap :Do IA 0 —_ ma E • ,. E 11 Fl O N �.. i v M o S CO _ N ■� ■i 0 ■i O N 0 < < O A' 5'""*%\ 30. AC AC Z Cs v c., I 1 4u ,i1 1 N3 J OEM • MIMI '11 0 o z ,Z CD 0 73 0 1A tll ■ E _ 1' rrt E M rn ell lel 0 6 1IV .4 EJ w ® w1 0 -a o �'0--ii 3E 0 x) 0 •• m t 0 T v m w 1T1 li Eii E p ► w N � W J E o 1 — I 1 pr — ,, El 1 1 Fa g \ ( 1 I I _ -,_,- _ I 1 I `'— _ --- _ I 111 I': y .. -'sir o_ w W / •,\./ i N i ri E (� �' 1 I Ca Q m m m m m m I L m r' .....3 • - 0 ' - 0 ' 0 : .0 >"-- 0 v v PROHIBITION ON REUSE: _ rn co C PROJECT •INFORMATION: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE 1> CONTEMPORANEOUSLY WITH ri > O m PROJECT SITE OR AT A LATER ETIME.SUREUSE EOF THESE DRAWINGS TAND SPECIFICATIONS, OR DIFFERENT ENT , K , ni, c., z fn '" m REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS XZ Z ` 'A I 6 E n EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A :;': ::::::('� S ° - rn { ° w I .,,� E CD m , ..)/t.., f y. ;q N c �' < ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO =:-_-_. �. �� Q c"_1 � (::P, �` „� ; a REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN t )} 0 0 • •• � p_ " .[ U UTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND! . t :JCS ' 'A n = ' ,' N MST 8E RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS SPECIFICATIO S MUST L� r M • OTHERWISE AGREED BY THE ESDC. IZZ 0 r ��.',' fi� -:� �p 669 S.W. WASHINGTON SQUARE ROAD EXPRESS STARE PLANNING, INC.c.Z ,� ' ° SPACE N O.: C 0 3 C rn ■� W ` {a �_ THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN E d/b/a STORE DESIGN & CONSTRUCTION O �` `. • -� '• G R R 9 2 3 "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT. 17 U.S.C. AS AMENDED DECEMBER ® CD N. Q) D tD = 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION f a) INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ��; ;,;,,.x �ti,, ti , ; ti• �� 1.4:..; , •,�• '`'� O =. p K ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND ''` `'r ? ': ''' •• N I • • t K G 2 SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY h -• liaili �► Cr'C COPE. NEW PACKAGE. .ii;:>,!i'ji': , ...:: :.: - -61, : .: ., : 14.4 :::: . .�' r �'' � � Co t� � DG GENERATION: FALL 2010 101 Fd LIABILITY. • . °.-�`�v :: v r . .. .�;~ti .. ''.' '. � , � '. , .. Po v) v)\, 1, CP 0 r DESIGN TYPE• ( ) z z 0 8 ? 7� ESD&C PROJECT #: 00075287 A/E PROJECT #: 10163 eauae.smorwou eMr.4wu•+arai MARE naamy 01041071020VOM.0v441 0 RECEPTACLES AND COVERPLATES DESIGNATED "SF" SHALL BE WHITE IN COLOR. MOUNT WHERE SHOWN ON PLANS ON THE UNDERSIDE OF THE STOREFRONT SOFFIT WITH THE 4" SIDE PARALLEL TO THE STOREFRONT GLASS. SUPPORT BOX FROM STRUCTURE. 04 RECEPTACLES AND COVERPLATES IN "NON—SALES" SHALL BE WHITE IN COLOR. MOUNT ALL RECEPTACLES AT 15" A.F.F., EXCEPT AS NOTED ON PLAN. E 0 CONDUIT FOR TRAFFIC COUNTER. INSTALL 1" CONDUIT FROM IFS ENCLOSURE TO THE MAIN ENTRY OF STORE AND O FINISH CONDUIT WITH AN INSULATED BUSHING (INSULATED CAP) FOR FUTURE INSTALLATION OF THE TRAFFIC MEW COUNTER. ~ €.f' __ f Q INSTALL A DEUVERY BUZZER SYSTEM AS SHOWN ON DRAWINGS. ESD&C SHALL FURNISH A COMPLETE EDWARDS E ;:f , DELIVERY BUZZER SYSTEM, COMPLETE WITH TRANSFORMER, BUZZERS, LOUVERED COVERPLATES, CS Pm'CONDUIT, AND WIRE TO COMPLETELY INSTALL THE DELIVERY BUZZER SYSTEM. ALL r f JUNCTION BOXES SHALL BE MOUNTED VERTICALLY. Z C::: ,:,--- E " .. <:;::::, Q TELEPHONE OUTLET IN WALL. INSTALL EMPTY 3/4" CONDUIT, WITH PULLWIRE, BACK TO IT CABINET. TELEPHONE Z �"'/ WIRE AND #RJ14C JACK FOR TWO LINE TELEPHONE BY OTHERS. MOUNT AT 15" A.F.F., EXCEPT AS NOTED ON < r ; PLANS. E :ii EXTEND 1" TELEPHONE CONDUIT FROM SERVICE ENTRANCE AT DEMISING WALL TO IT SECTION. Z ::...;:i.` 7 SOUND SYSTEM. FURNISH AND INSTALL ALL CONDUIT AND JUNCTION BOXES, AND PERFORM ALL WORK AS E ii:: oc _ r:.:: INDICATED IN THE DETAIL. O C/3 KI: FURNISH AND INSTALL A 3/4" CONDUIT WITH PULLWIRE FROM HVAC SECTION OF IFS ENCLOSURE, UP TO ABOVE Q Yr :: CEILING. COORDINATE EXACT REQUIREMENT WITH MECHANICAL CONTRACTOR. V QUAD OUTLET FOR DATA, TELEPHONE, FAX, AND POLLING. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CO �LU "r, i:.::::-, : SINGLE GANG JUNCTION BOX AND RUN EMPTY 1" CONDUIT, WITH PULLWIRE, BACK TO IT CABINET. co <f. DATA/TELEPHONE WIRE AND COVERPLATE BY OTHERS. LU -:; : CC 11".....k ..:. 10 20 AMP, 120 VOLT, SINGLE PHASE ISOLATED DEDICATED CIRCUIT, 20 AMP #IG6300—W RECEPTACLE, WITH 0. : - ISOLATED THIRD WIRE GROUND, IN A SINGLE 1/2" CONDUIT BACK TO PANELBOARD SECTION OF IFS ENCLOSURE X `:: FOR COMPUTER TERMINAL. DO NOT SHARE ANY PART OF THIS CIRCUIT WITH ANY OTHER BRANCH CIRCUITS. ,_ _ _ W .� CONNECT TO CIRCUIT SHOWN ON POWER PLAN. 11 20 AMP, 120 VOLT CIRCUIT AND DUPLEX WHITE RECEPTACLE AND COVERPLATE FOR UTILITY POWER, IN A SINGLE ._ 1/2" CONDUIT BACK TO PANELBOARD SECTION OF IFS ENCLOSURE. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. 12 20 AMP, 120 VOLT CIRCUIT AND QUAD WHITE RECEPTACLE FOR UTILITY POWER, IN A SINGLE 1/2" CONDUIT BACK TO PANELBOARD SECTION OF IFS ENCLOSURE. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. 13 IFS ENCLOSURE. ALL CONDUITS STUBBED INTO IFS ENCLOSURE SHALL BE INSTALLED IN A CLEAN AND NEAT MANNER. ANCHOR IFS ENCLOSURE ACCORDING TO MANUFACTURERS SPECIFICATIONS AND LOCAL CODES IN SEISMIC AREAS. REFER TO SPECIFICATIONS AND E05.1 FOR MORE INFORMATION. LI a z �, o O El 14 REGISTER CASHWRAP/BACKWRAP COUNTER. PERFORM ALL WORK AS INDICATED IN THE DETAIL. �,CP Fj z cn °cl o Z t..Z Z �W tY' O tiQ�OO to t.) po W p�-OQ..Z p r _.t/) p cc z F to t 15 JUNCTION BOX INSTALLED AT 48" A.F.F. WITH FACE FLUSH TO DRYWALL AND 1/2" CONDUIT UP IN WALL TO .°_ °x L a N a L, ° g, ABOVE CEILING FOR TEMPERATURE T—STAT(S)/SENSOR(S). COORDINATE EXACT REQUIREMENTS WITH MECHANICAL w-°a 5 a _4-z o m m .Z iA Z 0w,= n $ -40 aO =a•CONTRACTOR. MECHANICAL CONTRACTOR SHALL INSTALL ESD&C FURNISHED CONTROL CABLE FROM JUNCTION BOX _ ° o-_ w.to W TO HVAC UNITS. Wgwd. Jz pw a at5o W G�OC�d'm J��W 2 V La..O.p IV a afro ww=� � ,,WN to pt/JZ pt.9p►-W ~=4p=C7 16 • • - _ _ • _ • : : -4`228 : V Q`�la.� �f\ .Zp pZ z La z Z ow W^OanWi S °Zyz gWmt/yo m�P~ro . . • . • r . • • . ^ r • . : • r • ,tx Z O�==W z=dam<o • • r r • • a a a • 0 ,=,g mop-, a t, - , - - 0 Nth 0 s-WOWt•� _cauaZ . • i . :, y w : i c • • =o-O O �oC �V� Otzo 1..T~NH o.WC.�R'OWQ^it�O 17 20 AMP WHITE RECEPTACLE 0 42" A.F.F. FOR MICROWAVE. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY o_W o W W =W 5 0. a° Q :35,-.51 W 1--W-�Q' w p p OOC YC �� Z W t7WG cy OtY x O CONTACT ESD&C PROJECT MANAGER FOR DIRECTION. 3 W=iL W a a-Z-o a Q R>6 to tZ m t/1y�j• Or- V1•^_,8a N 18 20 AMP WHITE RECEPTACLE 0 18 W A.F.F. FOR REFRIGERATOR. IF PLAN LOCATION IS NOT ACCEPTABLE, 8 z .1 o 5 r _z Z O z° z IMMEDIATELY CONTACT ESD&C PROJECT MANAGER FOR DIRECTION. 4.=Q ajHW W H 1_, W W, S� y11 o a ,.; ..0tp W p W W m _ •" 410 W 9 JUNCTION BOX FOR WATER HEATER ELECTRICAL CONNECTION. FURNISH AND INSTALL CODE REQUIRED DISCONNECT W,°a N�- �W; a°sW~=�_ p°° W°4�W_=W a SWITCH. COORDINATE EXACT LOCATION AND RELATED REQUIREMENTS WITH PLUMBING CONTRACTOR PRIOR TO a Ft 2;W o=_ ; o°x ;3< .14� o QWORK COMMENCEMENT. cR 3W °E- Z a 3wgo a rt, a z a r-W - o m°-_ -O pQ=yU 5ca te.YW c. 20 - : • • • - - - - • - ; - ; 4 - - ■ ; - • - - = W W W O W t> W C " • • O W Z Q C p-p W O. W S tY W V W J a.�t�FI W a Nic-n- /10 U�e��?W 5nc RESTROOMS ONLY). COORDINATL EXACT LOCATION Wl i ti AkCHil Lc:I ANU EyD&C PROJECT MANAGER PRIOR TO CD cN .,0 21 DUCT MOUNTED SMOKE DETECTOR. 0 _ Nti YOB 22 KEYPAD FOR SECURITY SYSTEM, MOUNTED AT 48" A.F.F., ON THE WALL, ON HANDLE—SIDE OF THE NON—SALES .� DOOR LEADING TO THE SALES AREA, AND 3/4" CONDUIT FROM JUNCTION BOX TO ABOVE CEILING. Q CNI o 23 MOTION DETECTOR TO BE INSTALLED AT EACH ENTRY/ROLLING GRILLE, EVERY EXIT DOOR, ABOVE EVERY p CASHWRAP, AND IN THE NON—SALES CEILING CLOSE TO THE NON—SALES/SALES DOOR. VERIFY EXACT LOCATIONS N WITH ESD&C PROJECT MANAGER PRIOR TO WORK COMMENCEMENT. J 0 . - : : : • ; - : : - ; . - : : -; - - - - - - - - - - - - - • • • • • • . • . • ' ' IP W. % • • • . • , • , . • •• • 25 120V, GFI, UNIT RECEPTACLE. FURNISH AND INSTALL CONDUCTORS AND CONDUIT FOR 120V POWER. Z W 26 QUADRAPLEX WHITE RECEPTACLE, DUPLEX WHITE RECEPTACLE, JUNCTION BOXES AND COVERPLATES FOR SECURITY Q 0 SYSTEM. MOUNT AT 55" A.F.F. TO MIDDLE OF QUADRAPLEX. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR ,Q < a. TO ROUGH—IN AND WORK COMMENCEMENT. Y W Q o a. 0 4 4 O 28 DOOR CONTACT. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL JUNCTION BOX AND 3/4" CONDUIT FROM e w p CO' ABOVE CEILING TO: 8" A.F.F. ON SIDE JAMB FOR ALL ROLLING GRILLE DOORS, AND/OR 6" AWAY FROM DOOR, W Z N ALIGNED WITH THE TOP OF THE DOOR FOR ALL SWING DOORS. a a Q .r= o (I) RECEPTACLES AND COVERPLATES MOUNTED AT 18" A.F.F., EXCEPT AS NOTED ON PLAN. RECEPTACLES SHOWN pr INSIDE CABINETS SHALL BE CENTERED ON THE BACK WALL OF THE CABINET. `/ l (I� 30 RECEPTACLES AND COVERPLATES MOUNTED AT 20" A.F.F. CENTERED IN SIDE WALL OF CABINET. RECEPTACLE •• Z OUTLET SHALL BE WHITE WITH WHITE COVERPLATE. SEE SHEET A10.9. Z O 8 31 GFI DUPLEX RECEPTACLE AND COVERPLATE FOR RESTROOM SHALL BE WHITE IN COLOR. MOUNT AT 42" A.F.F. Q Z M O32 RECEPTACLES AND COVERPLATES WITHIN SHOW WINDOW SHALL BE WHITE IN COLOR. MOUNT ABOVE SHOW a= 0 N V (� JJ - 4 U o! •• W WINDOW PLATFORM. REFER TO ARCHITECTURAL DETAILS FOR EXACT LOCATION AND MOUNTING REQUIREMENTS. Lab 3 w Z " � o- O >- et 33 - _' 3 O • I-- ww • i • •� • • • w • . • • I— CL vi z 34 30 AMP, 250 VOLT, 3 PHASE TWIST—LOCK RECEPTACLE AND STAINLESS STEEL COVERPLATE FOR DREAMSTEAMER. W W tjj Z c 35 „ _ • , ; en X +olo a- _ 4$ 0 to a_ VWttn CL Lu • v) . to in W 0 _ - ' , - _ ".- - • -. V _ - • . • • - • . , - . . • REVISIONS: REQUIRED BY: DATE 37 RECEPTACLES IN DENIM AREA SHALL BE BLACK IN COLOR WITH STAINLESS STEEL COVERPLATES. LANDLORD & DEPT. f12/10 04 ENCLOSURE WITH SENSORMATIC POWER PACK AND ISOLATED GROUND TYPE DUPLEX RECEPTACLE MOUNTED ON VERTICAL FACE OF SOFFIT ABOVE CEILING. COORDINATE SENSORMATIC FREQUENCY WITH ADJACENT TENANT SENSORMATIC SYSTEMS. PAINT ENCLOSURE TO MATCH CEILING. 39 SENSORMATIC SYSTEM. REFER TO SENSORMATIC DETAIL FOR ELECTRICAL CONTRACTOR'S RESPONSIBILITIES. 40 RECEPTACLE AND COVERPLATES FOR WALKIES SHALL BE WHITE IN COLOR. REFER TO DETAIL D/E04.2 FOR MOUNTING. 41 WHEN ARCHITECTURAL FINISH ON WALLS IS P-9 OR P-2, RECEPTACLES AND COVERPLATES SHALL BE WHITE IN COLOR. VERIFY WALL FINISH WITH ARCHITECTURAL SHEETS. 42 - , w' - • - w ' -1. - ' ' - - - - - - - w • - - -, `• i - - - - .INDICATES NO REVISION TO THIS SHEET 43 BURGLAR ALARM SYSTEM. ELECTRICAL CONTRACTOR TO SUPPLY 120V IG, DEDICATED RECEPTACLE AND TELEPHONE SHREMSHOCK OUTLET. Shremshock Engineering, Inc. 6130 S.Sunbury Rd. Westerville,OH 43081 t:614 545 4550 f:614 545 4555 NTS POWER PLAN CODED NOTES E `, '` 02DE022BQNOTE t° f` , T. may, .,�. �/ " �1 / 0 REFERENCE ONLY , NOT APPROVED WITH THIS PERMIT ` ,, ,�'t,' ,, EX iir?Wi i ATE: Ainzg DATE ISSUED: 06/25/10 DESIGNED BY: SLH DRAWN BY: SLH CHECKED BY: RAP 5 ELECTRICAL POWER PLAN ........ ‘„ , & CODED NOTESI VERIFY ALL FIELD CONDITIONS PRIOR TO BID N DRAWING NUMBER: 114° = 1'-�" I ELECTRICAL POWER PLAN A �s 2 2. , A i ELECTRICAL RESPONSIBILITY SCHEDULE , FUR NtHED BY INSTALLED OR PERFORMED BY RE-USE 1. REFER TO LANDLORDS SPECIFICATIONS AND TENANT DESIGN CRITERIA FOR NECESSARY INFORMATION AND COORDINATION WITH OTHER TRADES. ITEM LANDLORD CONT'R. LANDLORD CO$T'R. OTHER EXISTING N/A REMARKS COORDINATE ALL WORK WITH ALL TRADES INCLUDING BUT NOT LIMITED TO MECHANICAL, PLUMBING, FIRE PROTECTION, AND STRUCTURAL VENDOR CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ELECTRICAL SERVICE / DISTRIBUTION ETC. IS TO BE IN CONTACT WITH ANY EQUIPMENT. INSTALL NEW 300 2. ANY DISCREPANCY BETWEEN ESD&C DRAWINGS AND TENANT CRITERIA, ESD&C DRAWINGS SHALL TAKE PRECEDENCE. MAIN OVER CURRENT DEVICE • AMP FUSES. FIELD Z VERIFY PRIOR TO BID 3. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL INSTALLED ITEMS AND LOCATIONS ARE NOT EXACTLY PLACED AND ARE Q METER IN LANDLORD'S OR TENANT'S SPACE OE,) VEJFy NOT TO BE SCALED. ALL CONDUITS SHALL BE RUN TO SUIT CONDITIONS IN THE FIELD. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ON THESE (VERIFY W/ POWER Rte, RISER) •• PRIOR TO MD PLANS AND DO NOT NECESSARY REFLECT THE EXACT CONDUIT LOCATIONS. ALL CONDUITS SHALL BE RUN INSIDE SHELL OF BUILDING AND UNDER ti,,:, .... , , C -S AND CABINET IN INSULATED CEILING TO AVOID HIGH AMBIENT TEMPERATURE CONDITION. 6 I� f:r.: r .: TENANT'S SPACE (VERIFY WI POWER PLANS, • Z f « : RISER 4. IT IS THE RESPONSIBIUTY OF THE ELECTRICAL CONTRACTOR TO SCHEDULE ALL ELECTRICAL INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT . J'r : RE-USE EXISTING AND SERVING UTIUTIES, AND EACH CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OR HER PERMITS AND INSPECTION FEES. . SERVICE ENTRANCE CONDUIT(S) TO LEASE SPACE EC EC • CONDUIT TO TENANT 0 I ,:: SPACE. FIELD VERIFY tN 5. BEFORE COMMENCING ANY WORK, CONTRACTORS SHALL REVIEW THE LATEST NATIONAL, STATE, AND LOCAL CODE REQUIREMENTS, INCLUDING ,_, _ ._ Z C/) MY WIRE FROM SERVICE ENTRANCE FEEDER(5) TO LEASE SPACE EC EC TO IFS. FIELD VERIFY LANDLORD CRITERIA, AND PERFORM THE WORK IN STRICT ACCORDANCE WITH THESE. IN CASE OF CONFUCT, THE STRICTER REQUIREMENTS WILL .2. Z '�<:: .„--- PRA TO MD PREVAIL Q < :> I.F.S. ENCLOSURE (SWITCHGEAR ASSEMBLY) IF EC 6. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FOR - _._. E �'"� ,..5.2 r< ,?ocIC( ) S B LNG HIS OR HER BID. OR THE PURPOSE OF SURVEYING EXISTING CONDITIONS, WHICH MAY AFFECT THE WORK TO BE DONE UNDER THIS SECTION, ANY DISCREPANCIES SHALL BE f J otS ;:r. :. 277/480 VOLT PANEL • IMMEDIATELY REPORTED TO THE GENERAL CONTRACTOR, ESD&C, OR THE LANDLORD'S FIELD REPRESENTATIVE FOR CLARIFICATION. Q. . 7. AFTER BID, ANY QUESTIONS RELATING TO SPECIFIC M, E, OR P ISSUES ARE TO BE DIRECTED AS RFI'S THROUGH THE ESD&C PROJECT MANAGER. E `:r ACCESSORIES NE TRANSFORMER & MOUNTING • Q 8. SHOULD THE SPACE HAVE BEEN INACCESSIBLE FOR INSPECTION, CONTRACTOR MUST INDICATE SO ON HIS OR HER BID. a U) `: .-` 120/208 VOLT PANEL(S) IF____________________________________________________________ NSTALL.ED IN FACTORY E W fir;. :;:. 9. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR ANY CHANGE ORDERS- DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSITE AND/OR "'Ili)PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS OR HER BID. S AART BREAKER SYSTEM FOR t N'TING IF IF AU ED IN FACTORY I :" >`.::. CONTROL W : r THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF THE AWARD OF THE CONTRACT, SHALL SUBMIT TO THE OWNER, SIX (6) COPIES OF A COMPLETE 95ti . . ..: LIGHTING CONTROLLER WITH POWER SUPPLY 10. LIST OF MATERIALS AND EQUIPMENT PROPOSED FOR THE JOB INCLUDING ALL DATA, PART NUMBERS, RATING CAPACITY SIZE, DIMENSIONS f r` AND OVERT E STATOR W Jl:r: `>: EMS IF NSTAU.ED IN FACTORY ELECTRICAL DATA, GRADE, MANUFACTURER, AND ANY OTHER DESCRIPTIVE DATA FOR ALL EQUIPMENT OR SYSTEMS THAT DEVIATE FROM SPECIFIED ITEMS. ANY DELAYS OR COSTS DUE TO THESE DEVIATIONS, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ~ .jx..r <r <.� AS REQIRRED BY .:'� MOILER LOCKS IF IF ENGINEER �' 11. CONTRACTOR SHALL REMOVE ALL ABANDONED WIRING WHICH IS NOT TO BE REUSED. ABANDONED WIRING SHALL BE DISCONNECTED AND REMOVED >C "' ""' FROM CONDUIT OR RACEWAY. AS-IS PRACTICAL, CONDUIT AND/OR RACEWAYS SHALL REMAIN WITH PULL STRING AND CAPPED. CONTRACTOR SHALL _ - '..--4 r:... BE RESPONSIBLE FOR THE DISPOSAL OF ALL UNUSED OR ABANDONED MATERIALS AND EQUIPMENT AND ITS REMOVAL OFF THE TENANT'S AND ` MECHANICAL / PLUMBING EQUIPMENT COORDINATION LANDLORD'S PREMISES. 12. OWNER RESERVES THE RIGHT TO HAVE CONSTRUCTION REVIEWED BY AN OUTSIDE CONSULTANT PRIOR TO ACCEPTANCE OF THE PROJECT. POWER WIRING AND CONDUIT / PULL STRING TO EC EC ALL HVAC EQUIPMENT 13. EACH CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP RELATED TO HIS OR HER WORK FOR A MINIMUM PERIOD OF ONE YEAR t . , UNIT - FROM THE DATE WHICH THE OWNER ACCEPTS THE PROJECT. THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER OR TENANT, SHALL DISCONNECT SWITCH • ME CORRECT ANY DEFECTS IN MATERIALS OR WORKMANSHIP DURING THIS GUARANTEE PERIOD. HVAC Gil SERVICE REC. EC EC WIRED BY EC 14. EACH CONTRACTOR SHALL BE RESPONSIBLE AND ENSURE A CLEAN INSTALLATION, ESPECIALLY IN EXPOSED CEIUNG AREAS. THE FINAL APPROVAL OF THIS WORK WILL BE ISSUED BY ESD&C PROJECT MANAGER. IT .. ' z 1 I f �T rY _•TY ��, ,;• TAI, Z Q ELECTRIC TEAT) - • 15. PROVIDE THREE SETS OF "AS-BUILT" DRAWINGS AND TWO BOUND SETS OF ALL OPERATIONS MANUALS, DIAGRAMS, SERVICE CONTRACTS, AND o W o Z e DISCONNECT SWITCH FAN CONTACTS Z o W W,,; F-- GUARANTEES TO ESD&C PRECEDENT TO FINAL PAYMENT. A REPORT PREPARED BY AN INDEPENDENT AIR BALANCE CONTRACTOR, HIRED BY GC, '. t,o s Z 0 W L"< o AM HANOUNG INUIT (DX SPLIT) - DIONNECT • MUST BE INCLUDED IN THE CLOSEOUT PACKAGE. t-,1_1 i'28-2= W=N SWITCH / FAN CONTACTS t =u, W ,,,,,, a s,- i O 16. THE ABBREVIATION "ESD&C", WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS, SHALL REFER TO "EXPRESS BRANDS STORE DESIGN AND ° ,- ~Z o = • 2-. CM DENSING UNIT (DX SPLIT) - • CONSTRUCTION" u_6° z~8.1 2 T 25 N c ~W LOW VOLTAGE WIRING TO BE INSTALLED IN CONDUIT AS REQUIRED BY DISCONNECT SWITCH w°W<∎ <A..... --Z ° °o°N ,riptnce C �wScc °�o-uw y JURISDICTION OR LANDLORD. COND ENSRN UNIT (DX SPLIT) - • 17. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS a 2 o'�; z Q i ._" ° WEATHERPROOF GFI SERVICE REC. RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF HIS OR HER SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS 6 P t�o-- a W W° -r a N � wg�Q a ��myO m a�~�O FAN POWERED VAV / VAV SYSTEM (WITH OR THIS CONTRACTORS RESPONSIBIUTY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. ,,,-Z z W W° WITHOUT ELECTRIC HEAT} - DISCONNECT EC EC WIRED BY EC SWITCH Owz 'ice v-E =►-°w5z 18. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT ELECTRICAL PLAN CHECK ``a w o W „ :.-32g?,,' °`Y'-'1'g wd'kg W WOWC., Lf1 EQZ LOW VOLTAGE WIRING TO BE INSTALLED IN CONDUIT DUE TO HARD CEILING. , __ o !:71:g WATER S HEAT PUMP - • DIVISION AND THAT DIVISIONS STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. ►-�,�, w DISCOtINECT _W°V W V U U t-N O TOILET EXHAUST FANS (FRACTIONAL HP) WITH 19. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK. -, o a .Z N °. Z DISCONNECT SWITCH w o= x LD MC 3t W'd cl-w a ,=- Q O zceo 20. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. o N W == o O W W W ELECTRONIC CONTROL DAMPERS - v W 1-Q' �`g N o cz W Z=z W O DISCONNECT SWITCH EC EC 4.,W 3 r a,a 6 W W Z 21. DESIGN AND CIRCUITRY MAY BE BASED ON AS-BUILT DRAWINGS. GC AND ELECTRICAL CONTRACTOR SHALL VERIFY ACCURACY OF AS-BUILT 5_ =z o W O y C W V°z=0 NOTE: t�s dg Ww� a=��- C=n DRAWINGS. IN CASE OF DISCREPANCY, ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES y- W R W • CONTRACTOR SHALL FIELD VERIFY LOW VOLTAGE WIRING IN CONDUIT PRIOR TO BID. DUCT HEATERS • MISCELLANEOUS FITTINGS ETC FOR A COMPLETE AND OPERABLE SYSTEM FOR HOME RUNS SHOWN. BRANCH'CIRCUIT INSTALLATION'SHALL COMPLY E°3 a w W`" °W==m m o 5 W W Ix R =Z J~ '14- Z: F-T r- Z _= Y- • WIRING MUST BE PLENUM RATED DUE TO CEILING PLENUM RETURN. w 1 ,3 g W Z ', WITH SPECIFICATIONS AND LATEST N.E.C. _F_W o=_ .2 o.Z y I- 4=I N ozZwZsO z Z c, ?1 ~►�z 22. WHERE PRACTICAL AND WHERE CONDUIT CONDITION WARRANTS, CONTRACTOR MAY REUSE APPROPRIATE EXISTING CONDUIT SYSTEM. HOWEVER, IT m° ;; a IS 4 a g 5 o I W z 2 SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO CORRECT ANY AND ALL EXISTING CODE VIOLATIONS IN CONDUIT SYSTEMS TO BE REUSED. "1'1'41 Y a a o W r d x W S r.."1-1"5 in=>F W EB i M s E LI W Q =L is Cn 4 s i$P.E.2 W to LOW VOLTAGE SYSTEMS CONTRACTOR MUST OBTAIN THE ESD&C PROJECT MANAGER'S PERMISSION IN WRITING. PAGING SYSTEM - 23. IF APPUCABLE, RECONNECT, COMPLETE, AND MAKE OPERABLE ALL EXISTING LIGHTING, RECEPTACLES, AND CIRCUITRY. N . M HARDWARE (D PAGING SYSTEM - WIRED BY EC, FINAL 24. PRIOR TO INSTAWNG ANY UNDERGROUND CONDUIT, VERIFY CONDUIT SIZES AND POINTS OF SERVICE WITH THE SERVING UTIUTIES. gile p (? WIRE PS EC CONNECT. BY PS •- 25. ALL CONDUCTORS ARE TO BE STANDARD ANNEALED COPPER CONDUCTORS WITH TYPE THHN INSULATION, UNLESS NOTED OTHERWISE, AND SHALL 0 `-' PAGING SYSTEM - IF REQUIRED BY RUN FROM POINT TO POINT IN APPROVED CONDUIT. ALL CONDUITS, WHEN EXPOSED IN AREA WITH NO CEIUNG (EXCEPT STOCKROOM AREAS), o CONDUIT / PULL STRING EC EC AUTHORITY HAVING ' ( �' JURISD IC. SHALL BE INSTALLED IN RACKED FORM, WITH FITTED CONDUIT AND PARALLEL TO STRUCTURAL MEMBERS. C\J 0 LOW V WI R E 1 N NT$ BURGLAR / SECU TTY SYSTEM - 26. ALL CONDUCTORS SHALL BE PHYSICALLY IDENTIFIED AT EACH END FOR CIRCUIT USAGE AND CONTINUITY.CONDUIT L HARDWARE NTS J SYMBOL DESCRIPTION MANUFACTURER & MODEL NUMBER REMARKS BURGLAR / SECURITY SYSTEM - SSV EC 27. GENERALLY, ALL CONDUITS SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE Q L •• WIRE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY ESD&C'S PROJECT MANAGER. PAINTING OF CONDUITS, NOTED ON DRAWINGS OR EMOTE ANNUCIATOR & BURGLAR / SECURITY SYSTEM - IF REQUIRED BY SPECIFICATIONS WILL BE BY GENERAL CONTRACTOR. Mk A TEST SWITCHES FOR CONDUIT / PULL STRING EC EC AUTHORITY HAVING •• V JURISDIC. RF TECHNOLOGY SYSTEM r,UCT SMOKE DETECTORS Z W NTS •• o - RF RC ELECTRICAL GENERAL NOTES , HARDWARE SINGLE RECEPT. W/ COVERPLATE 20 AMP, 120 VOLT RF TECHNOLOGY SYSTEM - TE < EX CL WIRE RF RC 1. CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "THRU-WIRING" WHERE AND WHENEVER Y Li.R DUPLEX RECEPT. W/ IF REQUIRED BY POSSIBLE. < Z 20 AMP, 120 VOLT RF TECHNOLOGY SYSTEM AUTHORITY HAVING D a.. C:) Q COVERPLATE CONDUIT / - STRING EC EC aJURISD IC. 2. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF All HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING Q ._.-. QUAD. RECEPT. W/ MTV / AWN SYSTEM - • RELATED ELECTRICAL EQUIPMENT. 0 iip, 20 AMP, 120 VOLT HARDWARE • w 0O0 COVERPLATE 3. ALL RECEPTACLE CIRCUITS UP TO 100'-0" SHALL UTILIZE 112 CONDUCTORS MINIMUM. ALL RECEPTACLE CIRCUITS FROM 100'-1" TO 150'-0" w z cN CCTV / ALARM SYSTEM - • IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. ALL RECEPTACLE CIRCUITS 150'-1" UP TO 250'-O" IN LENGTH SHALL UTILIZE #8 •' < h DUPLEX RECEPT. W/ DEDICATED DUPLEX RECEPTACLE ON ISOLATED GROUND, 20 AMP, 120 VOLT WIRE MINIMUM. CIRCUITS ABOVE 250'-0" SHALL UTIUZE #6 CONDUCTORS MINIMUM. -r m o COVERPLATE CCTV / ALARM SYSTEM - CY O CONDUIT / PULL STRING • 4. PLACEMENT OF ALL RECEPTACLES IN THE SALES AREA SHALL BE INTENTIONAL (I.E. - CENTERED ON COLUMNS, WALL FEATURES OR TIGHT TO cn illfr b T TELEPHONE OUTLET WHITE COLOR RJ14C TELE. JACK IN SALES AND NON-SALES AREA. MUSIC SYSTEM - CORNERS), UNLESS OTHERWISE NOTED. IF THE RECEPTACLE IS NOT SHOWN IN A DESIRABLE LOCATION, FIELD VERIFY EXACT PLACEMENT OF •• Z HARDWARE (SPEAKERS / CD PLAYER) MS EC RECEPTACLE WITH ESD&C'S PROJECT MANAGER PRIOR TO ROUGH IN. ZCli 0 DATA/TELEPHONE MUSIC SYSTEM EC EC 5. ALL RECEPTACLES AND COVERS (DUPLEX, QUADRAPLEX, ETC) SHALL BE THE COLORS AS NOTED IN THE ELECTRICAL POWER PLAN NOTES AND Q Z M lia OUTLET WHITE COLOR PLATE IN SALES AND IN NON-SALES AREA. SCHEDULES. i MUSIC SYSTEM - IF REQUIRED BY to tel N CONDUIT / PULL STRING EC EC JU AUTHORITY HAVING 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. 0 • 'Q 0 R� .. Lr<J ® JUNCTION BOX JUNCTION BOX, 4" X 4" X 2 1/8" DEEP MINIMUM La. 3 DELIVERY BUZZER SYSTEM - 7. ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE/MAINTENANCE EASE. WHERE DRYWALL CEILINGS - Cr HARDWARE EC ARE USED IN THE "SALES" AREA, THE ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN f_ " . Z • 0- _ INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEIUNGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES C..) (I) �-' MAGNETIC STARTER FULL VOLTAGE STARTER IN A NEMA 1 ENCLOSURE, SIZE 1 MINIMUM DELIVERY BUZZER SYSTEM " z La j WIRE EC EC USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. IF PLAN LOCATION IS NOT ACCEPTABLE, U Z IMMEDIATELY CONTACT ESD&C PROJECT MANAGER. X DELIVERY BUZZER SYSTEM - IF REQUIRED BY co O- Ca C) L.+.R tf)Ilk (E}I DISCONNECT SWITCH HEAVY DUTY, FUSIBLE AND NON-FUSIBLE CONDUIT / PULL STRING EC EC JU CR. 8. ANY PENETRATION THROUGH THE ROOF OR WALL WITH CONTROL WIRING MUST BE SLEEVED IN A CONDUIT. a. ui • to - cn Ii w 9. ALL 24 VOLT COMMUNICATION AND/OR SENSOR WIRING ASSOCIATED WITH HVAC SYSTEM SHALL BE FURNISHED BY HVAC EQUIPMENT REVISIONS: IS DEUVERY BUZZER TRANSFORMER AT 8'-0" A.F.F. MANUFACTURER AND INSTALLED BY ELECTRICAL CONTRACTOR. ALL FINAL CONNECTIONS SHALL BE BY MECHANICAL CONTRACTOR. ALL WIRING REQUIRED BY: DATE TRANSFORMER MISCELLANEOUS ELECTRICAL ITEMS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE N.E.C., LOCAL CODE, AND LANDLORD REQUIREMENTS. Al LANDLORD & BLDG. DEPT. COMMENTS Qe/t2/10 0/ DEUVERY BUZZER SEE FLOOR PLAN FOR MOUNTING HEIGHT 10. FURNISH AND INSTALL GROUND WIRE CONNECTION (BY-PASS) BETWEEN WATER METER PLUMBING END PIPE USING CLAMP CONNECTORS. MAKE UGHTING FIXTURES AND LAMPS LD EC SURE PLUMBING METALLIC WATER PIPE IS SECURELY GROUNDED AS PER N.E.C. AND LOCAL CODES. a DEUVERY BUZZER PUSH BUTTON UNIT AT 48" A.F.F. UGHTING SWITCHES, RECEPTACLES AND EG 11. IFS ENCLOSURE FURNISHED BY ESD&C AND INSTALLED BY ELECTRICAL CONTRACTOR IS HEREIN DESCRIBED: PUSHBUTTON COVERPLATES a. EQUIPMENT NOTED HAS BEEN PREPURCHASED BY EXPRESS STORE DESIGN & CONSTRUCTION. COVE d CEILING SMOKE SYSTEM CONNECTED CEIUNG MOUNTED PHOTOELECTRIC TYPE SMOKE DETECTOR FLOOR BOXES ANDS • b. UNIT WILL BE SHIPPED TO THE PROJECT IN MULTIPLE SECTIONS AND THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR DETECTOR OFF-LOADING OF EQUIPMENT, INSPECTION OF EQUIPMENT FOR DAMAGES, VERIFICATION OF EQUIPMENT RECEIVED, ENSURING THAT THE JUNCTION BOXES EC EC EQUIPMENT RECEIVED IS COMPLETE AND MEETS THE SCHEDULED PANELS FOR THE PROJECT, MOVING AND MOUNTING OF SECTIONS AS WELL 0 DUCT SMOKE DETECTOR SYSTEM CONNECTED DUCT MOUNTED PHOTOELECTRIC TYPE SMOKE DETECTOR COMPLETE sENSORMATIC SYSTEM - AS REASSEMBUNG OF SAME INTO ONE COMPLETE UNIT PER MANUFACTURER'S REQUIREMENTS. WITH SAMPLING TUBES HARDWARE SV EC INDICATES NO REVISION TO THIS SHEET c. ELECTRICAL CONTRACTOR IS TO CONNECT ALL PROVIDED INTERCONNECTING CABLES BETWEEN SECTIONS AND TORQUE CONNECTIONS PER 0 SINGLE PHASE MOTOR SENSORMATIC SYSTEM - POWER WIRING EC EC MANUFACTURER'S REQUIREMENTS. 0 RING AND CONDUIT I PULL STRING SHREMSHOCK DATA AND TELEPHONE SYSTEMS - d. ELECTRICAL CONTRACTOR IS TO CONNECT LIGHTING BRANCH CIRCUITS TO APPROPRIATE LOAD TERMINALS PROVIDED WITHIN IFS ENCLOSURE CABLE AND JACKS TEL TEL PER UGHTING ZONES INDICATED IN THE PANEL SCHEDULE (I.E: ZONE A, B, C). LINE SIDE WIRING AND UGHTING CONTROL WIRING WILL BE Shremshock Engineering, Inc. TC TRAFFIC COUNTER PREWIRED BY MANUFACTURER AT FACTORY. COORDINATE EXACT TERMINAL NUMBER FOR EACH CIRCUIT CONNECTION WITH MANUFACTURER'S 6130 S.Sunbury Rd. Westerville,OH 43081 DATA AND TELEPHONE SYSTEMS - EC EC DRAWINGS. t:614 545 4550 f:614 545 4555 CONDUITS / PULL STRING DUPLEX FLOOR RECEPT. ALL LIGHTING, RECEPTACLE, AND MISCELLANEOUS BRANCH CIRCUITS NOT SPECIFIED AS BEING CONTROLLED ARE TO BE WIRED DIRECTLY TO ' Q 20 AMP, 120 VOLT FLOOR BOX - ONE GANG BOX: 82414; UD: S3825 TELEPHONE DEMARC PANEL - CALL ESD&C TO e. e.° 3 d.... W/ COVERPLATE PROTECTION OF DURING CONSTRUCTION / GC GC RELOCATE. DO NOT THE CORRESPONDING BRANCH BREAKER IN THE DESIGNATED PANEL ' ; -,' .i.77.!7. 'g,� RELOCATION DEMOLITION CUT WIRES. ° '`V t '"•`e ,, \ TWIST-LOCK DREAMSTEAMER - (FURNISHED BY ESD&C) DUCT SMOtE DETECTOR EC MC WIRED BY EG f. ALL CONNECTIONS WITHIN THE TELEPHONE/DATA SECTION AND HVAC CONTROL SECTION OF THE IFS ENCLOSURE ARE TO BE PERFORMED BY 78734P E RECEPTACLE OTHERS. trio" --- // MECHANICAL EQUIPMENT SHUT-DOWN RELAY MC MC 13. THE GENERAL CONTRACTOR'S FIRE SPRINKLER SUB-CONTRACTOR SHALL DESIGN AND INSTALL FIRE SPRINKLER SYSTEM CONFORMING TO --*�'� -/'r DC DOOR CONTACT INSTALLED AT ALL EXIT DOORS, INCLUDING ROLUNG GRILLES. LANDLORD'S CRITERIA, TENANT'S REQUIREMENTS, AND PER LOCAL CODES AND NFPA STANDARDS. ,, 4/,0P.` e,r„ - r/" G FOIE ALARM SYSTEM ,-. �, ` r A 14. CENTER ALL FIXTURES IN CEIUNG TILE WHERE APPLICABLE. -'A. P--r'``� M D MOTION DETECTOR CEILING OR WALL MOUNTED CASHWRAP " EC EC 15. THE ELECTRICAL AND TELEPHONE SERVICES SHALL BE INSTALLED TO THE REQUIREMENTS OF THE SERVING UTILITIES. THE MAIN SERVICE SHALL X'IRATIO i DA :/' +► POWER WIRING AND CONDUIT / PULL STRING BE ABLE TO WITHSTAND THE AVAILABLE SHORT CIRCUIT CURRENT INDICATED (AIC) ON THE ONE-UNE DIAGRAM. -�, TWO GANG FLOOR BOX 20 AMP, 120 VOLT, HUBBELL TWO GANG FLOOR BOX (1) 84214, W/ HUBBELL RECEPTACLE MXLMG GRILLE - • -�` W/ RECEPT. UD LIDS; (1) S3826 AND (1) S3825, WITH SEPARATION FOR POWER AND DATA OUTLET. POWER WNW AND CONDUIT / PULL STRING 16. CONTRACTOR SHALL PROVIDE CUT SHEETS TO ESD&C FOR ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. DATE ISSUED: 06/25/10 Q DREAMSTEAMER - RECEPTACLE BY LD SLH KEYPAD'AD KEYPAD MOUNTED AT 4'-4" A.F.F. SEE FLOOR PLAN FOR LOCATION POWER Win/0 AND CONDUIT I PULL STRING EC EC DESIGNED BY: 17. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECT FOR LOCATION, RESTRICTION, AND REQUIREMENTS OF DRAWN BY: SLH AS-BUILT DRAWINGS EG Ec AU. CONCRETE SAW CUTS. SAW CUTS SHALL BE PATCHED TO MATCH EXISTING CONCRETE. RAP � SINGLE GANG BOX (2"x4") FOR SENSOR AT 48" A.F.F. WITH FACE FLUSH TO CHECKED BY: lJJ SENSOR DRYWALL. 18. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. ELECTRICAL � SINGLE GANG BOX (2"x4") FOR THERMOSTAT AT 48" A.F.F. WITH FACE FLUSH TO C HVAC EQUIPMENT SUPPLIER MC MECHANICAL CONTRACTOR SV SENSORMATIC VENDOR P' WE R P L A N 1 l.'J THERMOSTAT DRYWALL. C ELECTRICAL CONTRACTOR MS MUSIC SYSTEM VENDOR TEL TELEPHONE CONTRACTOR REFERENCE ONLY MS ENERGY MANAGEMENT SYSTEM VENDOR PC PLUMBING CONTRACTOR ELECTRONICALLY ANY ITEM NOT NOT APPROVED WITH THIS PERMIT AC FIRE ALARM CONTRACTOR PS PAGING SYSTEM VENDOR N O T E S 1 -' � U C GENERAL CONTRACTOR RC RF TECHNOLOGY CONTRACTOR SHOWN IS THE � OPERATED REFER TO MECHANICAL DRAWINGS FOR SPECIFICATIONS. F IFS SUPPLIER RF RF TECHNOLOGY SYSTEM VENDOR DAMPER D LIGHTING PACKAGE DISTRIBUTOR RESPONSIBILITY L LANDLORD SC SECURITY CONTRACTOR DRAWING NUMBER: NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT. SHOWN FOR REFERENCE ONLY. I. . SSV SECURITY SYSTEM VENDOR OF CONTRACTOR. _ , NTS NTS ®' rte® a 2 ii P 1 OWER REFERENCE SCHEDULE ELECTRICAL RESPONSIBILITY SCHEDULE POWER PLAN CONSTRUCTION NOTES A ��,; OODE42SKOHOTE OOQEO23EOSCHD O�EO23AaHOTE DB m r m 0 M 1 I I, r 0 ,> a r C _IIIII(EM IEM/NL' nIEM/NL' °'I� „--, I— ... • IILJII EN 111M- _ I Ai , .1 ,::, z I 1.1,1 I iiii .i. ! x IV r oI 1 EM/NOI 0 I la: 1 r -i , n - Z I III WA - -------.7- - , - -- - - - l•1. i I lu I r 111C1.4r... arr i I 3 III 11111 I 0 :I 'Ail g ,u N Ill 5 a �, °' 0 _ , 'EM N �� I EM NL►a * < sA a ' 1111_,--..., °•• " , W MI I,w n E. ''VV i_ el c I 0 0-) GM •. -------- --I I 13 Ca I I • c s I T•. • •3. •d •D •u ♦3. •D •G •D •o ♦D • Ei •b • •D • •D • •D I ►• (3)TD;(A)tA; (3)TD;(3)tA; b► (3170;*'IA; I tN - (1)12 (1)12 () 2 _ w H__: v� E •„ ID. ilk 1 (likt . ; ® .0 S1 V E hJ .w- 3'-0°'fP, 3...oil 3 8 TP; • _ t/1 a► •0 �v •• (3)t2 6 `.' • 3()T2 •N (3172 `i •r (3}t2 •r� - "� • y ,,,o ;•• I Xi m „-,,,a „, , : •„ .. .,.. • -4- ..- • - ' rlir, z I `D E. , A 81 y (iii) 8 t xi © •0 /_ 0 : I 0 3'-C'TP; F .Rc �� 3 III • 7 a • {3)T2 •• ^Q• _ •N = (5)a O -{ N , --I lk 414X $ I';1-° . 3'-0"TS; 4 2'-p"-rP; -+ -1 2'D;(I) (3)12; • • `1.. (1)TD;(1)TA • I s" • I vil V0 21-0"TP; •*' • 2'-01117' i * ! eEi -1 i 1 1 ele •@ 0 1::::5 1 _ !oil::+ p cs) w 44e e I , _ _, I 0 Mlirlig■IIIIIIIIFAI■1IIIIIIIIIIIIII_ - - - '' Z -.• '-4._ •-_N• 2 . '-. ••`D •s '-.. _ . '.Y1-s; •� . i,, ° t�A■ ,4o��•,- - (1112;(1) , (, (1}T2; (1)72; O72; OT2; ... (3)72;{4 M (2)TM (I)1rl (I TM )1M c t 4 =.• .< 9 9 pl .••..... •• ® C' * ' . .0-4 Ili , ''-0"1S; •'-OT5i 0 2'-0"15; 2'-0"T` 2'_01 5; F- 2'-0" 2' •"TS; 2•-0'TS; �'-0115; (1)72; (1)12; (1)72; (1)12; (I)T ; `-' (1)7' O?2; 1)T2; (172; _ I ` 4 e: 1014111111111 *PEP' gasrA1 [•1D L[•L! II wA1a_•1 S1ii•1>K'/ wii�•l • ' ,• �', ,i„ sir' Sri ,rt, lallilliliallii Ail 11111. ' 1 Li i in 111111Larid_111111111 1 = . 1 •• I- w•`: 11772; 0,2; ., (I)T2; (01.2; (I)7 (1�gillIEFIng i)T2% --yy ,(i)T2; j ' • k Crfl) 1 1111 4,, ei -D I E 1 1 N MI 11111'4 = •• c (1)TH • t (1)7M• (Dirt •N z (1)TH • Z(1) ZII (1) 11TH•J (i)•1'r1 • • _w • / • .r.. • ? i _ Milk '� ' it • _,,,orr 'NAM II/1 I 1. ,, , w ( , w ...) r...4,,,- ,,, _s, mil `R%S c .< .< I_ I Ilk` . .- _:•,az 3... • _ 1-_.4 ; ,:j 2'-0' 2'-01T- 1---- --LII J:7 11111111111111 •� 271 2; , . _. r 1, : ut, .._ ‘ , , ,,,.,.., •, ii 31-0 5, • (2)72 11)Tr1 rr N rr r (2)T2;(1• • r i vo z 2''¢-01TS; 21-0178, 2r 111 C I (1)12;(1717-1 (1)17;(1) M =70 mil IN i 0 M 0 2 9 8 MINN T ;Z.;--• --4,..... IMF x 4:2 c m 1191 II (lir 0 CA jv = .'QZO `'-015, • • ;( (2}72+(2} ( '"' �2)T22)T zr*, ys-*, - - - - - - -, .1111/11111 W 0 Zp - - IV r- -- f*1 2'-O'TS; i I 2'-0"T• r 2'-0'7s. -rt x (i)T2;(11TH 3,-0„ (1)T2;(1)TM I I (I)T2;(i 3,-0' sp (I)T2;(1) • •N (2)T2; • _ •3 •N • (2)72;(HIN • • Q_ • ii •1 • iJ. 0' I'll ca▪ r*I C = • I I • zvzM 1a < = �� 111111 4,-, • _ _1 I E 3 rn 11 :761 0 ''' ..--1 r "t3 0 ' •d •"I O i'V N Vi gun z ( (1)72; (1)72; (177 ; 4)12; �[ 1)12;.,, Z (1)12; ,.,� GI o (1)7x1 • (i) • ( (i7T1•"I 4",'i p )7M •N ) • o- (I)7M •, o z I la: • II■... 'EM ! I I• �! /I'll • > rn 3P■ rn 1- ....i ' ta a:- :401 r. , , , _. r i i,nl,ao.0 X zoz •- ,• _=m_0 ?a 0'18; �'TS; 2'-. •1= I �:•! 2' •75 -0 T5, rr*,-,,Zrp )T2, r ! 1 -i ; ,, ;j Z =ff )7M•t • i2 •N(1 .�._N t� +•l z C Z n - w'i - Q Migileffreita, ` El!MI CI 0 1.0 , *-S1 I El 11 ..:••__: !; • "'1 I !�, '*c 1•1 y • • - K.) ■J " ...I i: Er ilml v ,. • 3 3 • g • 0 H 14•11 Z =. COZ to Z r+t Z i ZyG R=1 �2-0"TSB •N • , -,w 1 m =-r•• _ • 1)72, `."' - • - Z 1- 1)TM b b MV t*9 0 78; G L � LX1 tn •I:b • ;(1)TH (I) ;(11TH)GA " • N • ) (XA O Px/LnFi Z � �, 0 suliall 10 ZZ� ��0 -d �. _,• ...< Iv! ,•• . C.-- R. (k k fox _, .. .1 ca .,..,,.„)x, s - • *In • ,A • • REF illi„ • • ,46. •,_ © ' N ,�.► 1-0 TS; ' '-0 TS; d ( )T2;(2)TM-- (3 T2;(2)7M — oi _____ _ _ _ eil / \ "i' 0.,A A i'A PlA , ,,,,, > , -' - — — — - - i'T 5;�012 — — — - - i 75c �?7117MMM _ -F V' - - - - - — - - - - -O e J >I X , I _i 11) I 0071:20 CO -- EN-1> PROHIBITION ON REUSE: _ MI Z PROJECT INFORMATION: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE n'I -I C CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT ( ' PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY z �► FP (n N REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS 1:::A 1X Z Z — i \\' '} Co ? EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN ( L Q r 1'*'1 y r� ►� Z V AND CONSTRUCTION ( ESDC )• ( L EXPRESS_ _ 1 a m C� y r.. , �, Q Z v .".' I �► rn -C C __, ' = o R THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN 402 v ,yi" y ' . .. m ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESQC. NO f* ..0 0 c) •• 4 b z £ta n REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN CP�� !} Z ••• y„ `` ; a �. N ' .E i i U A to AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND _;,a .,� C; \ V �s .i (TI m " SPECIFICATIONS MUST BE RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS ��” T � �p S.W. ASHINGTON SQUARE ROAD OTHERWISE AGREED BY THE ESDC. Cia Z v,",,, `.> (g m AP . . EXPRESS STORE PLANNING, INC.> mill MI ` '1 S rt S PACE N 0.: C O 3 C -�� ,,, z co THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN d/b/a S DESIGN & CONSTRUCTION z Q3 -« . "• , G ' R i •R 9 2 3 "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C.F 19 AMENDED HE PROTECTION ® ` co ID N 1 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT 0 m o 3 -+ (U INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND i P3 G) > f*, ' ,., ....S. rti. {j\ •:ti y{ 1�• ,'- i ti• ti ti ^ is i: ti~•'�• i.ti 'i `.��i � _ � • � ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND , '�'�: �- ' � •.• •- '' •'•••�'••��'•'•`��• •'` ► N P K G 2 SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY ,, , ,, r . � •� � � SCOPE. NEW PACKAGE. -:: ::.. . , 1 .. ti.51 ..•. .1:!�•. oi'_ '�. = S DESIGN TYPE: (101Fa) LIABILITY. cn w DG GENERATION: FALL 2010 '� i�:�� •- •i•� i ��;•�� • •�� • _ = o a �° 7� o m ESD&C PROJECT #: 00075287 A/E PROJECT #: 10163 aOUISa I!VXMOS311 eawa TOW aee00711201921 "w , II:: ELECTRICAL CONTRACTOR SHALL INSTALL OCCUPANCY MOTION SENSOR SWITCH FOR CONTROL OF LIGHTS AS SHOWN. ELECTRICAL CONTRACTOR SHALL SET SWITCH FOR 15 MINUTES. (..) : . = - - .• •. . . . . • v CEILING MOUNTED IN-LINE FAN. REFER TO MECHANICAL DRAWINGS AND COORDINATE EXACT LOCATION. EXHAUST Z FAN SHALL BE CONTROLLED BY SAME DEVICE THAT CONTROLS LIGHTS IN RESTROOM. 0 4 FURNISH AND INSTALL JUNCTION BOX TOGGLE DISCONNECT SWITCH IN NON-VISIBLE LOCATION, AND FINAL } CONNECTION FOR 120 VOLT SIGN. SIGN IS FURNISHED WITH INTERNAL GROUND FAULT PROTECTION BY SIGN 615 `,, r,:` MANUFACTURER PER N.E.C. ARTICLE 600.23(B). VERIFY EXACT LOCATION OF JUNCTION BOX WITH SIGN DETAILS IN: `-`' ON ARCHITECTURAL DRAWINGS. (REUSE EXISTING JUNCTION BOX AND CONDUIT INTO SPACE IF ALREADY .r,F r CC • INSTALLED. VERIFY IN FIELD EXACT LOCATION ON CANOPY). ar 1■•■ .;::::. :::::;-: NOTE: N...., E THE CIRCUIT FOR SIGNAGE MUST BE A DEDICATED ISOLATED 4-LINE CIRCUIT CONSISTING OF HOT, NEUTRAL, AND E `'. TWO (2) GROUND WIRES LEADING DIRECTLY TO THE PANEL. Q E 0 > Q CIRCUIT EXIT AND EMERGENCY/NIGHT LIGHT BATTERY BACKUP BALLAST TO LOCAL CIRCUIT AHEAD OF ALL < ...::::::::: ,:;,:::: SWITCHING. .11 ". :::::.:--. 0 _ _ - . _ 1., - _ t. - e _ - - - - . A A V . : : " : - . . : . : V A A ' 0 >:. 0 • s:. ( SPEAKERS IN DENIM AREA SHALL BE WALL MOUNTED WITH BOTTOM OF SPEAKER AT 14'-6" A.F.F. VERIFY ALL E .. . : titi-. <tip., REQUIREMENTS WITH ARCHITECT AND EQUIPMENT MANUFACTURER PRIOR TO WORK COMMENCEMENT. CO :::; 0' FIXTURE SHALL BE MOUNTED AT 8'-6" TO BOTTOM OF FIXTURC. WO LU .:.;. "-plow 0 ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL JUNCTION BOX AT DENIM WALL SIGN LOCATION. CONTACT 0 r:,:r. SIGN DESIGNER FOR EXACT LOCATION PRIOR TO COMMENCEMENT OF WORK. E CC E ,r r;: 10 EXIT SIGN SHALL BE TOP MOUNTED TO J-BOX SUSPENDED FROM CEILING, WITH BOTTOM OF FIXTURE 12'-2" 0' r.;> : A.F.F. AND 6" AWAY FROM FINISHED SOFFIT. >< t0 :: . : 11 -0 cp. ELECTRICAL CONTRACTOR SHALL INSTALL CEILING MOUNTED MOTION SENSOR SWITCH FOR CONTROL OF LIGHTS AS - 'V SHOWN. ELECTRICAL CONTRACTOR SHALL SET SWITCH FOR 30 MINUTES. 13 ALL SALES AREA EMERGENCY AND EXIT LIGHT BATTERY BATTERY BACKUP BALLASTS TO BE CONNECTED TO CIRCUIT A-23. LIGHTING PLAN CODED NOTES NTS 02DE032DONOTE B Z Z q u z QWOZiq>- Et.- p WO to Zcl W Q Q 5)--n W '=z W O WOW 8Z W Z W 0= c'E .,.� t°W:sae < O t/) w W Li, N ..=,0......... W O Z 3 m=-Z H W Z W Z NWOSn Z ~ao EQcAb=Q rJU� t-O�z }.y--Nt-W .Q Z q W a s O = C.OVd'm QIg-W2 V cpm c,N SW3y- vow n_W a. G tI1 W W Q. O tit-O W N N O Vi 1- c.0 2 t- V tJ= W Z DppH W q4 =C9 • c Li Q'1i_� U^ Zq Z Z W=W Z Z O W L.!,., Z Q W e, (�,//�� ^O --8.Z -g. e..:02,4260• =QS.WZ W3-1g0 p,_OWsZ a.Z-=. a 0>. L 0 w - m y p� -I50-=1.?„ W G E L. 7 fJ7 a Z 0 iE�C _ Lob)=a O oUQOW z =2� .9 U~Z9 n. Vl N dWOI O O LU 5 O W ,..0,7;17.:°S'N E=o°k' a WOV W =WW$ 8 t..u' O LJ I UJ)W ~0 W.t 2, O 12 1f. WpW0 wiy(�u irNOi=. WQ.G. 2� Q pj5 P NN m m tl,W..0a N 40N N ODWSO O.s(ado OWvW=LT c""�4 V 'k =Ld U W W.Z'j Z tI.,�W Z 3 s~ t..`il V W W 4.p�0 l 3:50 Z., izptN.)�= 6.O().cZ= V) 4.p W N0 L. tt .cHa W W 'a O W y q W W >- ]G to W `"ZJ~!Y N ZN_l_gym Z tY==q�- W Q to't W tX Z -4 Q O,- oe'00'-.- P= tfo'c' W U to S O S b Z Z W Z q u z O Zp Z t:) O Z g Z~ Z ZQ�NO'4R 3zoaOW Z3�a300 a t- a • 0 - v) gz=1=1-' C9q i, c,f3 .4 mW W 2 N O W11224 3 EL.,-`1 --96L7-5, 2 tl t-�=Z V CCS V W >-tlo 6 m u- OWOOa.G.= ....,,,,,,-,,,=1 W D Q'tT) „)41 W 0) (N D M l� � '14 7-.) (73 0 ....._. c'J cp 0 N J J Q Li ,• H .t► V Z w 04 °Er <t c CL Y w A aWi Q 0- 0 < wc3C w Z 1.0•r te -0m o o i Z Z Q :1 : 0 LIJ ..:( 0 cn z et •• ce ao I- an z a.. w ;i: w d La Z0 "") X C" (") X cl" ° ad 0 mOW(D (' ° a. W • Y) . Y• w REVISIONS: AsuiREQUIRED BY: DATE / 1 1 LANDLORD & BLOC. DEPT. COMMENTS 08/12/10 s INDICATES NO REVISION TO THIS SHEET el0 SHREMSHOCK Shremshock Engineering, Inc. 6130 S.Sunbury Rd. Westerville,OH 43081 t:614 545 4550 f:614 545 4555 t • ., . f +a m fir^ f� ,* �7 » 4, / '' S//3 r"j J \1/4,..,..,„.. '`%• { REFERENCE ONLY i...._. NOT APPROVED WITH THIS PERMIT DATE ISSUED: 06/25/10 DESIGNED BY: SLH DRAWN BY: SLH CHECKED BY: RAP 5 ELECTRICAL , , . . NOTE: NOTE: NOTE: NOTE: LIGHTING PLAN - REFER TO SHEET E03.3 FOR REFER TO SHEET E05.1 FOR PANEL GENERAL CONTRACTOR SHALL VERIFY ELECTRICAL CONTRACTOR SHALL REFER TO I A ‘ ' ELECTRICAL LIGHTING SCHEDULE SCHEDULES AND LIGHTING ZONE CEIUNG FIRE RATING WITH ARCHITECT, AND ARCHITECTURAL SHEETS FOR MOUNTING V\ & CODED N AND LIGHT DESCRIPTIONS. DESIGNATIONS. BOX OR TENT ALL RECESSED LIGHT HEIGHTS AND INSTALLATION DETAILS FOR \ , FIXTURES, IF REQUIRED, TO MAINTAIN SUSPENDED UGHTING IN DENIM AND CEIUNG FIRE RATING. NON-SALES AREAS. DRAWING NUMBER: 114 ' = 1'-O" (; `''I �� ® i ELECTRICAL LIGHTING PLAN _ 1 ELECTRICAL LIGHT FIXTURE SCHEDULE SYMBOL DESCRIPTION MANUFACTURER & MODEL NUMBER HEIGHT LAMP OLTAGE FIRE RATED PENETRATION SCHEDULE CONCRETE OR MASONRY GYPSUM BOARD/FRAME 'SPECSEAL 7" METER RECESSED HALOGEN 'A' LAMP DOWNUGHT, - ' 167-7701-4-75 " 75 wait, BT-t8, Medium 120 TYPE OF FLOORS WALLS FLOORS WALLS FIRESTOP" A9 CLEAR N. MATTE FISH. SELF FLANGED REFLECTOR SUER-C-643Cis: CT C70o-75 10 5/8 Haug , 3,000 0 Hrs. 75 WATTS VOLTS Z PRODUCTS '�O° TC9Q6-�-�-71 HaeQen. 3,000 His. PENETRATION UL SYSTEM # UL SYSTEM # UL SYSTEM # UL SYSTEM # �.. METAL CONDUITS CAJ1080 CAJ1080 FC1010 WL1049 SSSIOO SEALANT . 4 CAJ1213 WJ1030 WL1088 LC150 SEALANT Z 4. METER RECESSED ADJUSTABLE MR16 ACCENT UGHT, - 35 12 120 f r; CAJ 1198 CAJ 1198 WL1062 PEN300 SLICONE DROP LAMP. SLYER FlNISH, 58' �►: I�V3o87. 0300 35 watt HR. MRt 6. 2 Phi GX PVC CONDUIT CAJ2031 WJ2018 FC2032 WL2093 SSS100 SEALANT 86 ROTATION, 85' ADJUSTABILITY, INTEGRAL ELECTRONIC CON-TECH: LVR316. CTR325-S-35, 3 1/2 5.3 Bap, Quartz Hen, 2' AND SMALLER TRANSFORMER. MOW HOUSING TO STRUCTURE Narrow Food 24'. 3000 Hrs. WATTS VOLTS �,., r . PVC CONDUITS CAJ2038 CAJ2038 WL2029 FiRESTOP COLLAR Z ,`' ;<;• 2" THRU 4" � _ — � :f: ;��.. CAJ2045 CAJ2045 FIRESTOP COLLAR E 0 CAJ2124 CAJ2124 FC2033 WL2059 WRAP STRIPS 3-1/4" DIAMETER RECESSED HALOGEN MR16 LENSED 35 watt WI, MR16, 2 Pin GX Z "' ._ - 35 12/120 < ::`:: :r:: CABLE TRAY CAJ4029 WJ4021 WL4008 FIRESTOP PQLOWS C3 WALLWASHER, CLEAR COPE, WHITE BAKED ENAMEL ON JUNO UGHTING TC943-4380 WH-35W MAX. LAB. 6 3/4" 5.3 Bap, Quartz Halogen, °- STEEL OR ALUMINUM CAJ4020 CAJ4020 FIRESTOP MORTAR STEEL. SELF FLANGED REFLECTOR. Narrow Flood 24•, 5000 Hrs. WATTS VOLTS E 40 -` -:rTh a. WJ4009 WL4005 SSS100 SEALANT LI Z ,. ELECTRICAL BUS DUCT CAJ6003 CAJ6003 PEN300 SIUCO NE W � CAJ6008 CAJ6008 WL6001 SSS100 SEALANT CERAMIC METAL HALIDE TRACK HEAD, INTEGRAL ELECTRONIC 20 watt, Ceramic Metal Halide, ` . MAX. 3" CABLE BUNDLES CAJ3154 WJ3022 WL3076 SSS100 SEALANT CA BALLAST, COLOR CORRECTION REFLECTOR, SNOOT, WHITE ,AMERIUX. C 1Y rn 20 T4GU6.5 E wT TJ1 120 FL 5 7/16" T4, t .5 TAL bogie, 30001c, WATTS 120 O "':` :r:: FNNLSN eocRl VOLTS E— W .. 0 t/i W ,:::::ii.,. * 4' SURFACE VOMITED BARE LAMP FLORESCENT STRIP, 1. ALL U.L LISTED SYSTEMS MOWN ABOVE ARE BASED ON PROVIDING A 1 & 2 HOUR RATED FIRESTOP. ELECTRONIC BALLAST, i LAMIi IN SECTION, WITH EMERGENCY " 32 watt, T8. Medium 81-Pin 120 W t� WHERE 3 HOUR RATIO IS REQUIRED, CONTACT FIRESTOP PRODUCT MANUFACTURER FOR DESIGN FG PACK. RY;,Net-132-OCt-C-F.LB-12OY-ELK 3 1/4 B�• L r Fluorescent, 32 WATTS VOLTS '" I' 'f MODIFICATIONS. WIRE GUARD. 300IOK, 82 CRL 20,000 Hrs. a rf' 2. AU. U.L. LISTED SYSTEMS SHOWN ABOVE ARE BASED ON "SpecSeaI Firestop' PRODUCTS FROM :•• ``' ;rr.: co Ro SPECIFIED TECHNOLOGIES, INC. OR APPROVED EQUAL PRODUCTS FROM '3-1,1" OR HILTI, INC. — _ _, 4' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, i LAMP IN SECTKKN! lawny, �-132-OCT-C-EUi-1204. MMG-MM-140 32 watt, 18, Medium -Pin 120 FR MgTALUX: SN-132-LRS-120-ES81. WG/SN-4Ff 3 1/4" Bas, Linear Fluorescent, 32 WATTS VOLTS WIRE GUAMtAY: EOH 1132. WG-3" 3000K, 82 CRI, 20,000 Hrs. FIRE PENETRATION NTS SCHEDULE NTS Ell 8' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, wow iii-132-0CT/BT-c-nn-120vv SYMBOL DESCRIPTION MANUFACTURER & MODEL NUMBER ELECTRONIC BALLAST, 1 LAMP IN SECTION, (2) 4' SECTtON,S -tdt-140 " 32 watt, T8, Medium w-Pin 120 FT TAtNOEM WIRED ON ONE BALLAST, MACK CONNECT PLUGS TALtIOL: BTSN-132-LRS-120-E881. ($�1MGj�1-4FT 3 1/4 Baas, Linear Florescent, 58 WATTS VOLTS WIRE GUARD POKY: EOH1132TL (2)WG-3" 3 K, 82 CRI, 20,000 Hrs. a? RECESSED DOWNUGHT REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION z E Z z° W d W O t!1 Z�Ca a Q 4 TRACK LIGHT REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION v, o W'1'N ~ • 1' X 4' SURFACE MOUKIED TWO LAMP FLUORESCENT 32 Waft, T8, Medium B1-Mn s ce o G z 6 o d z cx Z a:W O IA I TRACK HEAD REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION N2E TROFFER, PRISMATIC ACRYLIC LENS, ELECTRONIC BALLAST. ,�QCURY. M30-232-OCT-9A-ELB-120V-13n/148 58 WATTS 120 acWV'a� SHOW WINDOW EiERGENCY e�Ii.LAST � /� 3 3/4' Bas, i.�ar Flluorescerrt, VOLTS �o=� W W W`"`� "�~�° 300th. 82 CM, 20,000 Hrs. W o= n cam z o x n z,,,z A F- o a W W "'Neo,, -,_6-,1-2 3QO Q�p=a • I I FLUORESCENT STRIP REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION ..(-2.=(.,..-.., ° W L'..11-,81.-. W l W 4\ S W N Z V U O A Q W �ONi-C �d'W SEE O(i L)N u, timaiin EM STRIP EMERGENCY FLUOR. ION-TECH: CTL283OP-40 6::::: a W REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION 81:61°:. ~W W -- :::::2 ;:Q W W PARt30 FRONT LOADING GI�18AL RING TRACK FwiID, MATTE ,IUNO: V689wt1-58 40 watt, PAR30, Modem 120 II T2 WHITE FINISH JHALO: L173OP-50 8" Sir Bose, Q�, Food 29', 40 WATTS VOLTS _ i o W A FLUORESCENT TROFFER REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION 4200 Hrs. cc 5-INDY: 133T-W-30 o m -.1WOU' Q !- c�� = �A SCONCE REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION W 6 ° 5 it 5-aUY� O 1,014-TECH: CTLS116P. LA2060P-35 W Z MR16 GM BAL RING TRACK HEAD, INTEGRAL ELECTRONIC JUNO: V698WH. T338WH-35 " 120 m ,m,, o �, o y d.O C7 W �NOD'S O 0 35 watt HIt MR1 B 2 Ptn GX 3 z O .�o >v DECORATIVE PENDANTS REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION TA B Fl H HALO: L2717P-35 3 3j4 5.3 Bop, Quartz Halogen, 35 WATTS VOLTS o`" _° o �' 0 . o .W �' INDY: TBTL-w-35 Narrow Flood 24', 5000 Hrs. Q_ Z Z •z o Z_<,x o <H o o W ( 3 V! U tx W Z Z L.TE5 3� "'4 Q V H W L.tIV=0 X2 EXIT SIGN W=S O Z o W Z N = W.V Q = N3-.0....W NON W m,- V'I. Q f9 W I I REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION j~W <h- N Q O y L . 16 2 I 0 —= a42 8 W Q 3~S W� 2, 0 X6 a Z 0 4 t f4" DIAMETER TRACK MOUNTED PAR30 METAL HALIDE 39 Waft, PAR30, Medium lap, 20 Q o N Z W Q o o® EXIT SIGN REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION TD TRACKHEAD, INTEGRAL ELECTRON BALLAST, MATTE WHITE CON-TECH: CTL161OM/39MH-P 10 1/2' Metal Halide, Clear, 3000IL, 85 46 WATTS VOLTS cal Flood 30' 9000 Hs. on. WZQOI!a dW S„..c. 6_ ,A EMERGENCY LIGHT, m o WWo o< o LI V/ S W Y W ° _„”~,. („„ _"W y v,°J - REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION i i l E l W G Vit FQ,5 E a 0;%"4 X9 EMERGENCY UGHT, REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION N .-.M RECESSED C L o (s) MR16 GIMBAL RING TRACK HEAD, INTEGRAL ELECTRONIC C S SWITCH TM TRANSFORMER, MATTE WHITE FINISH CONTECH LIGHTING CTL838j2-P 5" Degree Boom Spread. 25 WATTS VOLTS C� SWITCH - HUBBELL WS1277W2 PASSIVE INFRARED, DOUBLE POLE, SINGLE THROW WALL SWITCH SENSOR 0 `-' $MS MOTION SENSOR WITH TWO SEPARATE RELAYS. WHITE COLOR FINISH. a SWITCH - D DIMMER HUBBELL 561W, SINGLE POLE, SINGLE THROW WALL DIMMER SWITCH. WHITE COLOR FINISH. 0 ,,, SEMI-RECESSED CEIUNG MOUNTED LED EXIT SIGN, EDGE UT, N L NIGHT UGHT X2 RED LETTERS. �EMERGENCY WEDGE SHAPED ACRYLIC, HIGH-UTES: LED-BPN-RXFO-2-RC - LED 4 120 J WATTS VOLTS a EM EMERGENCY LIGHTING LA_ , FIXTURE 0 CEILING GC160, 120 VOLT, 1 PHASE, 115 WATTS .. V EXHAUST FAN THERMOPLASTIC EXIT SIGN, UNIVERSAL MOUNTING Z X6 CEIUNG/WAU.. LED LAMPS AND INTEGRAL BATTERY BACK UP ATE TE IPURWEM - LED 4 120 Lii TO TRAFFIC COUNTER FOR 90 MINUTES WATTS VOLTS Li . O 0 4( . Ell ' 0 SPEAKERS NOTE: WALL MOUNTED/CEIUNG MOUNTED Y w w A aW � [0] SUBWOOFER RECESSED EMERGENCY LIGHT FOR SALES FLOOR USE, $ 120 a” 0 Q X9 ADJUSTABLE LAMP. IN EGRAL BATTERY FOR EMERGENCY }OGHt1TES: AG-i-16 - (1) 8W Halogen UGHTAL ARMS: 605P I/ WATTS VOLTS Q Cici] SC SECURITY CAMERA ? CDC L.j 000 SM �� VIEW MONITOR FOR l a c Z Lo SECURITY SYSTEM ,r< o nN O i Z O O CO ~ P co '' z re) • _ v) pr) N V O W .. w I� 3 w -, Z CC •• CC 0- O I-- '; Zr a a.. U _ Liu • .. Z >( ccooa_ 0 UwtV) a_ W • tn _ tnow REVISIONS: REQUIRED BY: DATE LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT. SHOWN FOR REFERENCE ONLY. LIGHTIN G SY MB OL SCHEDULE NTS OODE033KO SCHD P 1. UGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. CIRCUITING SHALL BE "THRU-WIRING" WHERE AND WHENEVER POSSIBLE. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF A FIELD CONDITION ARE ACCEPTABLE. LIGHTING =INDICATES NO REVISION TO THIS SHEET FIXTURES SHALL BE MANUFACTURED TO ACCOMMODATE "THRU-WIRING". ANY RELATED COSTS FOR MULTIPLE CONNECTIONS SHOULD BE INCLUDED IN BID. �,,.��,,,, SHREMSHOCK 2. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF ALL UGHT FIXTURES AND ASSOCIATED LAMPS FURNISHED BY LIGHTING PACKAGE DISTRIBUTOR. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THE ADJUSTABIUTY OF ALL DIRECTIONAL FIXTURES AFTER Shremshock Engineering, Inc. INSTALLATION AND AIM THEM PER GC DIRECTION. UGHT FIXTURE SPECIFICATIONS MAY VARY. IF THIS IS THE CASE, CONTRACTOR IS TO CALL 6130 S.Sunbury Rd. Westerville,OH 43081 PURCHASING AGENT WHO WILL THEN CALL THE DISTRIBUTOR FOR EXACT SPECIFICATION OF LIGHTING FIXTURES. IF THE CEILING SYSTEMS ARE FIRE t:614 545 4550 f:614 545 4555 RATED, ELECTRICAL CONTRACTOR IS TO CLOSELY COORDINATE FIXTURE REQUIREMENTS WITH AUTHORITY HAVING JURISDICTION. 3. EMERGENCY AND EXIT UGHTS SHALL BE INSTALLED AND CIRCUITED PER LOCAL AND LATEST NATIONAL ELECTRICAL CODES. ALL EMERGENCY AND - i `- . ,,3 EXIT FIXTURES SHALL BE DUAL VOLTAGE WITH BATTERY BACK UP (120/277 VOLT INPUT). INSTALL A CENTRAL BATTERY SYSTEM WHERE THE USE .„4:,-,:•,,, ' ,:,- OF INDIVIDUAL BATTERY UNITS ARE PROHIBITED BY LOCAL CODES, IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT PROJECT r / /,:;41-E: - MANAGER FOR DIRECTION. 4 N t !! ! N '/. 4. ALL UGHTING CIRCUITS UP TO 100-0 IN LENGTH SHALL UTIUZE #12 CONDUCTORS MINIMUM. ALL UGHTING CIRCUITS FROM 100-1 TO 150-0 ._.,,,.'' IN LENGTH SHALL UTIUZE 110 CONDUCTORS MINIMUM. ALL UGHTING CIRCUITS 150'-01" UP TO 250'-O" IN LENGTH SHALL UTIUZE #8 °i-1- .,... i, � feA I/0 CONDUCTORS MINIMUM. CIRCUITS ABOVE 251'-0" SHALL UTIUZE 16 CONDUCTORS MINIMUM. - .., ;,;.. . 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. ' EXPIR 1 O DATE:/ 3 6. EXIT/EMERGENCY LIGHTS AT STOREFRONT ARE TO BE CEILING MOUNTED AND CENTERED OVER OPENING. EXIT/EMERGENCY UGHTS AT DOOR TO NON-SALES SHALL BE CEIUNG MOUNTED AND CENTERED ABOVE DOOR. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT THE PROJECT MANAGER FOR DIRECTION. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT DATE ISSUED: 06/25/1 0 7. IT WILL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO UNLOAD INVENTORY AND STORE UGHTING PACKAGE. THE ELECTRICAL CONTRACTOR DESIGNED BY: SLH WILL ALSO SHIP ANY EXCESS MATERIALS BACK TO THE ELECTRICAL PACKAGE DISTRIBUTOR. DRAWN BY: SLH 8. ELECTRICAL CONTRACTOR SHALL REFER BACK TO ARCHITECTURAL SHEETS FOR MOUNTING HEIGHTS OF ALL WALL MOUNTED EMERGENCY EGRESS AND CHECKED BY: RAP EXIT FIXTURES. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT PROJECT MANAGER FOR DIRECTION. 9. REFER TO ARCHITECTURAL DRAWINGS FOR COORDINATION AND EXACT LOCATION OF EXIT SIGNS, EMERGENCY LIGHTING FIXTURES, SPEAKERS, NOTES E L E C T R I C A L DIFFUSERS, AND OTHER ARCHITECTURAL ELEMENTS. 1. ALL FIXTURES ARE FURNISHED BY ESD&C UNLESS OTHERWISE NOTED. 2. ALL UGHT FIXTURES AND WIRING METHODS WITHIN PLENUM CEIUNG SHALL BE 'PLENUM APPROVED" AS PER LOCAL ORDINANCES. L I G H T I N G 10. THE ELECTRICAL CONTRACTOR MUST INCLUDE IN THE BID TWO (2) HOURS OF START-UP TIME FOR THE LIGHTING CONTROL SYSTEM. THE 3. ALL UGHT FIXTURES 'EM' AFTER FIXTURE DESIGNATION SHALL BE PROVIDED WITH AN EMERGENCY BALLAST, PRODUCING A MINIMUM OF 1000 LUMENS FOR ELECTRICAL CONTRACTOR WILL BE REQUIRED TO REPAIR OR REPLACE COMPONENTS FOUND TO BE DEFECTIVE. THE ELECTRICAL CONTRACTOR MUST ONE (1) 48" LAMP. SCHEDULE COORDINATE UGHTING CONTROL START-UP WITH HVAC MANUFACTURER REPRESENTATIVE. FAILURE TO DO SO MAY REQUIRE THE ELECTRICAL I CONTRACTOR TO RETURN TO THE JOB SITE TO PERFORM START-UP AT A FUTURE DATE AT THE ELECTRICAL CONTRACTOR'S OWN EXPENSE. DRAWING NUMBER: NTS NTS , ' I 1J LIGHTING PLAN CONSTRUCTION NOTES N ELECTRICAL LIGHT FIXTURE SCHEDULE OOtO33JONt}TE oT��r�{r ��T•j A ,,,,,.....„ , . , 11 J �'1�.�.l P1�i I D —I \ ;o Ir > 2 1 m -7 c _ XI 1- -n O'*1 Z milliC Z c ... -r, Z m H CO)v"1) 0 C0 XI 30' 013 xi. XI 0 C �Zs N z N 0 z �F = le \ —I o , Z o av \ R=z IA < .� _�= -1 in z O � �3*: rj 0 0 XI MCI\ 4 U In Z.o �N E > -1 _ P 8> r m z t�Z rn co C2 41.1.1 .77.77.07.07,‹ • ....(1)2 0 :II >>o Ea z z CIE O O o -o z = -4 ClI co O O • = Q 4-C1 p.ri / N CA CI 1* Ct / � / / /� / / i \\ \\ \\A Vv \ o Ci c z oz ox vi y n o CD 72 z z °z Z °z > 5 '�+ 1-�-� 0 ''F'CO 20 X til �► tmJ1 trn/I rn fa to �' C 0 > om om rn i mob m CC � c �► c � c -I C A N > N T. N �.i N --I rn -i r n -4 rn a co �., y. N Ovoy VN Vy -I N an )0111I 1^ r71 CD PROHIBITION 4N REUSE: _ m �0,, z PROJECT INFORMATION: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE �, co CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT Pi fir•' m ,. C N PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY f I m G7 d to C/) REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS z Z `,� .py, I ? p EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN ( I Ir. rn ��y al 6 AND CONSTRUCTION ("ESDC"). I I EXPRESS L C7 „, •�' \ "� t�' _= .."»t 0) \ oo THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN I 1K _J--,... ,,m m I ��' .. `{ � co ° * ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO IZZ I .. Q °: � I \\ , ''s W Q /� r1 • REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN Z I %,> ;" ,p Q �„ •C ' 1 u „` ' AUTHORIZATION OF THE ESDC. AU. ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND _ G7 - -E ti \ >r .° # . �- \ m SPECIFICATIONS MUST BE RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS - _ _� Pi to • 669 S.W. WASHINGTON SQUARE ROAD OTHERWISE AGREED BY THE ESDC. �: , r� J 1 m Q EXPRESS STARE PLANNING, INC.Z ` \ * • �\ c �. �.� . z SPACE NO.. CO3 �.T o �� r r °'pi x� �. u, THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN d/b/a S T 0 R E D E S I G N(18 m 5 O I >.,, _,, . " ' G A R D •R 9 2 3 "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER & CONSTRUCTION m 01 N = 1 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION X3 my. > 0 INCLUDES, WITHOUT UMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND .;..;,, ; _; .;;.,..;,•.;. ..: ,..,..,, , 1/• �• 1 �•. ti • _ 1 �t ? t ti (�, ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND ' P K G 2 SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY e t ~ '`' ,.,� I Q SCOPE: NEW PACKAGE: ,. ,.:,. w.. :. .,:, .,..> reee in d'5- PO cn\ DESIGN TYPE: DG GENERATION: FALL 2010 (101 Fa) LIABILITY. }. . .-o = = o / . ESD&C PROJECT 00075287 A/E PROJECT #: 10163 NO OF QUAD RECEPT'S. COLUMNS OF WALKIES REQUIRED QUAD RECEPT'S. 0-12 2 1 13-24 4 2 E ,!i':,::..::.,:!..; :::.:..':::..:.: t Lianip 0 :::::;: !.:2: INSTALL QUAD RECEPTACLES FOR j _ _ Z '1.;:'E::'. . .,,,,,, :::.,.;:.:.'::: EMPLOYEE WALKIES INTO COLUMNS. ,Z . :r;- rf. > THE NUMBER OF RECEPTACLES AND ,Z 0 `r,.: COLUMNS DEPENDS UPON THE _ _ r 6- ::„..:: :,,,...:::NUMBER OF WALKIES. REFER TO ' Z ' SECOND COLUMN OF QUAD Q SCHEDULE. RECEPTACLES (IF REQUIRED) REFER .J ' N=s1::::::=0/ f TO SCHEDULE. CL 'f...LI W E �. l. QUAD RECEPTACLE I 0 �`< r_....lin FOR WALKIES (TYP) Cr ... ::: , a *:* U) A ,E: i::,.:i in W SHELVING IN NON-SALES In cc I-- ' '5: AREA REFER TO d. C� (: ARCHITECTURAL SHEETS X `.:: .' FOR MORE INFORMATION. t W , ` : .-- S! E NTS EMPLOYEE WALKIE RECEPTACLE DETAIL D 02CE042DOWALK TO TELCO SECTION OF THE SWITCHGEAR. CODED NOTES, TO PANEL BOARD SECTION OF 10 QUAD OUTLET FOR DATA, TELEPHONE, FAX, AND POWNG. A _ =o o THE SWITCHGEAR. © ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL SINGLE X 184 W o N =1 W N<4 S 1 B 0 GANG JUNCTION BOX AND RUN A 1" EMPTY CONDUIT, =Nit i;Li o z WITH PULLWIRE BACK TO TELCO SECTION OF THE ° .1 _ L o d y 3,S \ OGW Q=z a <Q {� W W V)iWll d O F=-- S OTHERS EAR. DATA/TELEPHONE WIRE AND COVERPLATE BY W I:.a o(��, - N.;W m::::::::t: 1-W w�� o s a � S�O p N a N - tJ.Q��W�> �F'a � w a a"a~CEILING 4I► �.• ,�f + r Ec�m 12 5:Q(:N 02 20 AMP, 120 VOLT SINGLE PHASE ISOLATED DEDICATED El N o N o N c'°N CIRCUIT, 20 AMP #IG6300-W RECEPTACLE, WITH ISOLATED a o 0 a ao Z Z W= t,)1�_<W Z I S S 1 1 / \ THIRD WIRE GROUND, IN A SINGLE 3/4" CONDUIT BACK F Z("(�� - 8 i _ 2 z© W-C9+S Z WZ N aWWO9 TO PANELBOARD SECTION OF THE SWITCHGEAR FOR =..Z r o W.Z COMPUTER TERMINAL. DO NOT SHARE ANY PART OF THIS o S_ & a 2°<E U CIRCUIT WITH ANY OTHER BRANCH CIRCUITS. CONNECT ,6 6 8 P a ci Z LQ� I-• o o =°ce acn TO CIRCUIT SHOWN ON POWER PLAN.(... 2_2 _ '-N W _ rt�oW d I 3{� 20 AMP, 120 VOLT CIRCUIT AND DUPLEX RECEPTACLE FOR o,c. W W "N o aN a oNZU, w cea = I..,�-1 6"_,-- /� C..,40_,--, WCd .4.-.s2 %O3W5- UTILITY POWER, IN A SINGLE 3/4 CONDUIT BACK TO N N a m N,5<o° N-_.0,7, 0 N o o PAR CIRCUIT ON POWER pLpSN SWITCHGEAR. CONNECT TO °W'4 e 3 e=y <^t_=z �� CIC = 0 0 _� A W= oZO aZ�W�= a=xa=n ■ • 40 20 AMP, 120 VOLT CIRCUIT AND QUAD RECEPTACLE FOR W 3• o W N W ' N Y Q UTILITY POWER, IN A SINGLE 3/4" CONDUIT BACK TO _=o N o o 1,,,, =o r. E PANELBOARD SECTION OF THE SWITCHGEAR. CONNECT TO Q Z Z°Z s Z Z= o a ~N i I _ CIRCUIT SHOWN ON POWER PLAN. Q a _ a° a °°}r ap.�•_ t" WQ.�� O~YCZffL 1,-6" • W WW 8WV W1 oo_pd F.,..., =W _, °i {,5 QUADRAPLEX RECEPTACLE, DUPLEX RECEPTACLE, TWO F. W o W I I c ..Z W N� o_ N SINGLE GANG JUNCTION BOXES, AND COVERPLATES FOR ! SECURITY SYSTEM. MOUNT AT 55" A.F.F. TO MIDDLE OF cv re) O MANAGER QUADRAPLEX. COORDINATE EXACT LOCATION WITH (3) o (D 7 9 ARCHITECT PRIOR TO ROUGH-IN AND WORK Y o I i COMMENCEMENT. E ......_.„ 0 B PLAN CNI a ELEVATION NTS A � NTS J MANAGER'S O FFI CE DE TAIL NTS o2�042CO � GO C ., •• Z W U w 0 O (oJ i . ___59 A c[ W O 0- 0 < DREAMSTEAMER DREAMSTEAMER DREAMSTEAMER 0 w o 00 W Z N "A" «B« «C" .,. CC Lo -en = N 0 NOTE: CONTRACTOR TO LOCATE OUTLET WHERE MOST ACCESSIBLE, BASED ON DETAIL. Z Q H 0 DREAMSTEAMER OUTLET LOCATION 3 COILED AND o �Z • Q re) TYP. TAPED (TYP). M • i M 4 Q p N V o E coo, .. W•,,,,,,,,,, 0 0 / 0 0 1 Z • • IX il. Cr O E ? z ' F- a. E W La . W Z U .\ LEAVE 6'-0" OF COILED, TAPED J-BOX ABOVE COAX 36" TYP. -) >1< .+to 0 rX 0- 9 & LABELED SPEAKER WIRING CEIUNG WITH .. f o t�p � � UWt�!>f TYP. EACH CIRCUIT PULLWIRE 11.11{ SUB-WOOFER tL • GI _ 01 0 W ,-�,-. INDIVIDUAL BRANCH CIRCUIT '� 3/4" CONDUIT-�''� �, " REVISIONS: Ar:!:::;;P: J (2) 1-1/2 EMT CONDUIT FOR ELEPHONE SPEAKER WIRE, RUN INSIDE nC�REQUIRED BY: DATE 19 at 1 COLD WATER UNE, REFER TO BOARD r://://:-T WALL. TERMINATE IN 6xfix4 BOX L 1 LANDLORD BLDG. DEPT. COMMENTS 08/12/10 __,2) , PLUMBING DRAWINGS FOR Eli INSIDE :, ;N:F/��/ J-BOX IN WALL W/ ito Avs LEAVE COILED, TAPED $I COVERPLATE MOUNTED ;�' �, LABELED SPEAKER WIRING 4% /� AT 80 A.F.F. NEXT TO /; (TYP. EACH CIRCUIT) ��/ QUAD RECEPTACLE .� TWIST LOCK RECEPTACLE 14" WALL CLEARANCE 0 QUADRAPLEX RECEPTACLE MOUNTED �/ 18" A.F.F. FROM CENTER OF ON HINGED SIDE OF o AT 80" A.F.F. TO CENTERUNE OF �� THE OUTLET BOX CABINET R SOUND SYSTEM CABINET. /'''� M SALES ��,/ NON-SALES � ° E� 11101 1 .INDICATES NO REVISION TO THIS SHEET ;: ° SOUND SYSTEM CODED NOTES, DWR SERIES 19" SPECIFICATIONS SI SH R E M S H O C K , a tb ° ° \`� 'j 1 COAXIAL SPEAKER ENCLOSURE (#CP87) AND SUPPORTS. LEAVE SLACK SPEAKER WIRE HANG 36" BELOW COMPLIANT 19" WALL-MOUNT RACK SHALL BE MIDDLE ATLANTIC PRODUCTS/DATATEL MODEL Shremshock Engineering, Inc. p , EIA COMPLI N / 9 ,, , CEILING UNE. #DWR-24-22. PART NUMBER SHALL BE SUFFIXED WITH "PD" TO INDICATE THAT THE RACK SHALL 6130 S.Sunbury Rd. Westerville,OH 43081 r%. -------- ! ( SHIP ASSEMBLED WITH LOCKING PLEXIGLASS DOOR PRE-INSTALLED. OVERALL DIMENSIONS SHALL BE t:614 545 4550 f:614 545 4555 02 SUB-WOOFER SPEAKER ENCLOSURE (#DX1312) AND SUPPORTS. LEAVE SLACK SPEAKER WIRE HANG 36" 23.4"Wx24"Hx22"D. WEIGHT CAPACITY SHALL BE 300Ibs. CENTER SECTION AND BACKPAN SHALL BE Otto ; « BELOW CEIUNG LINE. 16-GAUGE STEEL, PHOSPHATE PRE-TREATED AND FINISHED IN BLACK POWDER COAT. RACKRAIL SHALL `` .� s4 E 18 a{,i c „ t. \ J' " « " " BE CONSTRUCTED OF 11-GAUGE STEEL WITH TAPPED MOUNTING HOLES IN UNIVERSAL EIA SPACING .�4 -„,-::-:z--.1,,,,...' k DRAIN �,/ Q3 SPEAKER WIRE WEST PENN #25224 #18 AWG OR DECARON 1 P70 #1$ AWG ONLY. NO WITH BLACK AND COAT FINISH AND MARKED BACKSPACES. RACK SHALL BE CONSTRUCTED TO SWING: u'2$ °` \ ,°.0 (DO NOT CONNECT) \ SUBSTITUTIONS. RUN WIRE (IN CONDUIT, IF REQUIRED BY LOCAL CODE. SEE ELECTRICAL SPECIFICATIONS OPEN FOR COMPONENT CABUNG ACCESS, CENTER SECTION SHALL PIVOT FOR EITHER LEFT OR RIGHT �;,, - F 4 M} FOR EXACT REQUIREMENTS) BETWEEN SPEAKER ENCLOSURES AND TO SYSTEM CABINET LOCATED IN SALES OPENING. BACKPAN SHALL BE FITTED WITH FACTORY INSTALLED LOCK AND LATCH CAPABLE OF F� ��; r- T AREA. RUN WIRE IN RELATED CONDUIT AT SOUND SYSTEM CABINET. LABEL AND TAG SPEAKER WIRE ACCEPTING PADLOCK. RACK SHALL HAVE A REMOVABLE KNOCKOUT PANEL WITH 1/2", 3/4", AND .- HOMERUNS AT SOUND SYSTEM CABINET AS TO AREA SERVED (I E. SALES COAX, SUB-WOOFER, FITTING 1-1/2" ELECTRICAL KNOCKOUTS INSTALLED IN BOTTOM OF BACKPAN, AND A REMOVABLE REAR .Ir -�'/"" `.// ROOM, NON-SALES, ETC.). TYPICAL AS REQUIRED. KNOCKOUT PANEL WITH 1/2", 3/4", 1" AND 1-1/2" ELECTRICAL KNOCKOUTS, AND BNC KNOCKOUTS +,_ " _ fa �� °U�� SPECIFICATION SERIES 2200 « FOR UHF/VHF ANTENNAS INSTALLED IN TOP OF BACKPAN. LARGE LASER KNOCKOUT ON BACKPAN <::.. ., ' .r3 ,,, <!.--' fd ® SOUND SYSTEM CABINET. DWR SERIES 19 SECTIONAL WALL RACK ENCLOSURE, MODEL NO 24-22. {.. � REFER TO SPECIFICATION. SHALL HAVE A 12-1/2"x12-1/2" OPENING FOR CABLE PASS-THROUGH. FAN KNOCKOUTS ON TOP £.�: , f';c I. . THREE PHASE AND BOTTOM SHALL ALLOW FOR INSTALLATION OF UP TO FOUR 4-1/2" FANS. TOP, BOTTOM AND r � " MODEL (208 VOLTS) 2200-308 5 RUN 3/4" CONDUIT TO TELEPHONE BOARD. MUSIC VENDOR WILL RUN (2) PAIR OF #20 AWG SPEAKER SIDES SHALL FEATURE VERTICAL VENT PATTERN. RACK SHALL BE UL USTED IN THE US AND CANADA. EhF'Vic, :.7. ``"',.. 1A 2200-340 WIRE FOR EACH TELEPHONE SYSTEM AS REQUIRED, AND LABEL AND TAG WIRE AT EACH END (THUS: -- MODEL (240 VOLTS) "M.O.H." AND "TELECO PAGE"). BRANCH CIRCUIT RATING 30 AMPS DATE ISSUED: 06/25/10 NOTE: REFER TO RESPONSIBILTY SCHEDULE. RECEPTACLE DESIGNED BY: SLH NEMA CONFIGURATION NEMA L15-30R REFERENCE ONLY DRAWN BY: SLH CATALOG NO. PASS & SEYMOUR L-15 30R NOT APPROVED WITH THIS PERMIT CHECKED BY: RAP POWER 9,000 WATTS WIDTH 48 INCHES ELECTRICAL 1 DEPTH 30 1/2 INCHES DETAILS 1 HEIGHT 88 INCHES WEIGHT (WITH WATER) 300 LBS. WATER CAPACITY (APX.) 7 GALLONS DRAWING NUMBER: 1/2 GALLONS PER HOUR --1 ,-=, WATER USAGE (APX.) ' j � NTS I 8 NTS (JBL-RACK) SOUND SYSTEM INSTALLATION DETAIL A - _DREAMSTEAMER DETAIL ,� NTS 02�042JO�IIS R POWER PACK , > 0 EMOTE ALARM B r— I C T ! I( • • CEILING LINE _1 0 iii 1� I x x ! x 1 r 1 r$ 0 , - - R' 0 Illi ili Mi ....:ris 1 w( T. ]Mill' T l (A) 0 I MI r - frr. - ,r., j •1 1 L, 01 . II f . b......(:) r(t_y____ 1 ii.l. ilt xii • . " CONDUIT S;ug. uPs . ,/J1r 1 z :Z Z .�..:: o ; ETb0N �/ --.. r ~ W ,. ': ��'��I — - REBAR, MESH, PAN OR OTHER f•:. .,.t;, _ _ _ METAL REINFORCEMENT CO Wrr W. 00 u) — ::: ANTENNAS W f' A FRONT ELEVATION rt NTS X r:.: W .... :. ___ .,Do . — __ _ c, 1 , t0 , _ NO METAL REBAR OR WIRE '`..., ° ,I I. ° MESH WITHIN 8" OF BOTTOM — Z3 T:..,_..T.., T m AND 121 OF SIDES OF STORE SIDE oami lilt •• ANTENNA L. {P) CONDUIT RUN Mr X - 35� OR - I ---� (0) -_,-,_- I 55 MAX.() 71 Tr% 1 I I I - CAP BOARD CONDUIT (K) I L o c\ OA I ENCLOSURE 1" STUB-UPS Q 0 BACK ELEVATION 1 3" O.C. - 1 o W O y :::;.1:::"Z B NTS W� � tWi Z�t1 t1! � W J C1�w.c a ��Ko= a?Z fJf.3•W m ZS 0 0 O wM) I LANDLORD NOTE: °o s 7 3~ � a W NO SAW CUTTING WITHOUT PRIOR APPROVAL OF MALL STAFF AND �'^ z Z 7-6'4::: 6'-2 3/16" .. .. 6'-2 3/16" ■• -.■-- L O S_W o�----, - REMOTE TENANT COORDINATOR. SAW CUT ON GRADE ONLY. ALL OTHER AREAS W W<\ W 3�►- a W( ) ALARM TO BE CORE DRILLED. MAXIMUM CORE DRILL HOLE SIZE IS 8 INCHES. H W H Z C .. W U=.rte (G� aoo0 Q �a�L Z Q -. . POWER gzQZ Z o�mNO �. Q PAGK ,,,_Y3az ".'i g 'Aa�`A°= 0 L._ 1 -10 5/8" -.► LEASE UNE W g m 4 m y o (FIELD VERIFY) ,._ o : m =. 0 MALL SIDE o W�° °� v =°��o01 dV�H p.WC.im W�gC] I I 11 l ,,F-W El Q! ~ O Ya PLAN VIEW �<,�U a =a�Q� �oN��° B CENTERLINE OF GRILLE • .! • NTS 3 W t2 Q_w a f-.Z g W Q g 3>V O �(� ((� �j� A N -m .W Q O Q N _l 0 t�1!N Cl in T1 O.WH C7 O!rh L. W W tr ti OS O/ / / W d~ O Z O 6Z 0 E=S W=V 4 C.1. / I ..H ti N N WQ ~ y Q- Z W W 00 / / DO S'Zy 1-W N ' 2tnf-y Q Q= O- OZ ... W. W W REG1 I / REG2 SENSORMATIC DIGITAL FLOOR MAX SYSTEM NOTES .-N F _ to .6 W 9.,OzZQ= aO 2O WZ ,.Zp ' ZZ.=F-wZ , ..( � W?r0 0 / l / I I Q ~ a Z~N 0 0H 0 0 pl HN= M 4= Q o S Y W(-O E O C.1H Q W W c W w/ I 9 ® INDIVIDUAL 3/4 INCH CONDUIT INTERCONNECTS BETWEEN EACH FLOOR PANE AND ITS RESPECTIVE CAP ENCLOSURE BOX - CAP SWce-Wi& V O=UW >-<„CO=.V w m� dOW Z 2O.° O 6 z W I I I i / / / ENCLOSURE BOXES ARE LOCATED ABOVE CEIUNG WITHIN 2 FEET OF POWER PACK. CONDUIT ABOVE CEIUNG SHALL BE ROUTED CLEAR / / 3 4'-7 1/2" OF ACCESS OPENING. MAXIMUM LENGTH OF CONDUIT SHALL NOT EXCEED 35' FROM FLOOR PANEL TO CAP BOX. N V) / � / � NOTE: o o I / / CONDUIT RUNS UNDERFLOOR SHALL BE RMC OR IMC. a- - 5'-7 1/2" / / 1 ( ®2 CAP BOARD ENCLOSURE. EACH CAP BOX MUST BE MOUNTED WITHIN 2 FEET OF POWER PACK. 0 I / / C‘I --- I I / ® DUPLEX RECEPTACLE BOX LOCATED IN AREA ABOVE CEILING. ELECTRICAL REQUIREMENTS ARE 120V. AC, THREE WIRE, DEDICATED o I I I CIRCUIT, 24 HOUR CIRCUIT WITH LESS THAN 0.5V. AC BETWEEN NEUTRAL AND ISOLATED GROUND. RECEPTACLE SHALL BE INSTALLED c. - / I _ _ _ WITHIN 2'-0" OF POWER PACK. INSTALLATION OF POWER PACK AND PLUG IN OF POWER PACKS TO RECEPTACLE TO BE BY I I / TO WALL REFER TO POWER A SENSORMATIC. .• I I / PLAN FOR MORE INFORMATION. ( ® RETURN AIR GRILLE OR ACCESS PANEL TO BE USED FOR SERVICING OF EQUIPMENT LOCATED ABOVE CEILING. COORDINATE ROUGH-IN OF / / / JUNCTION BOX AND RECEPTACLE WITH THE GENERAL CONTRACTOR. REFER TO MECHANICAL PLANS FOR SIZE OF ACCESS PANEL/GRILLE. t~ , fs f- I I / Z v ® I / / ® 1-1/2 INCHES DEEP X 4 FOOT WIDE (APPROXIMATE) SAWCUT FOR EACH FLOOR PANEL DEPTH OF CUT SHALL BE LEVEL THROUGHOUT. ., 0 w `a. ® I / / 5'-7 1/2" CONFIRM ACTUAL DIMENSIONS OF SAWCUTS WITH MANUFACTURER'S INSTRUCTIONS. IF THE SLAB CANNOT BE CUT FOR THE INSTALLATION L Q 0 0 I I / - OF THE FLOOR (ANTENNA) PANELS, THE GENERAL CONTRACTOR MUST INVESTIGATE THE OPTION OF "FLOATING" THE PANELS IN AN 0 cr tr ry ®/ / / " ADDITIONAL LAYER OF POURED CONCRETE ('RAMPING UP'). THIS WILL DEPEND ON THE LEVEL OF THE FLOOR INSIDE THE STORE IN 5C W / / / I 4'-7 1/2 RELATION TO THE LEVEL OF THE FLOOR IN THE MALL THE TYPE OF FINISHED FLOORING WILL HAVE SOME EFFECT ON THE ACTUAL 0 Z, � I I I DEPTH OF THE FLOOR PANELS IN THE SLAB. THE THICKNESS OF THE FLOORING PLUS THE THICKNESS OF THE CONCRETE PATCH OVER 0 a Q I I / THE PANELS SHOULD BE APPROXIMATELY 1-1/2 INCHES. O _ / / / CONNECT TO CIRCUIT ® SAWCUT FLOOR 1" WIDE X 1-1/2" DEEP FOR INSTALLATION OF 3/4" CONDUIT. n' w 0 h. / / / SHOWN ON POWER PLAN R E 4 W Z N l I / ,�, j,, L) 0 (�} ® NOTCH TRENCHES AT CONNECTOR LOCATIONS OF FLOOR PANELS. TYPICAL OF ALL FLOOR PANELS. a a Cr Ln / l Vi I o 0 / / /V % R E 3 = ® NEMA 1 ENCLOSURE SIZED PER N.E.G. TO ENCLOSE DUPLEX RECEPTACLE ABOVE CEILING. ©r 0 7 , A. 0 0 G Cl)= El El 0. . , NOTE: ` Z . CONTRACTOR MUST VERIFY AN UNOBSTRUCTED MINIMUM FREE AREA OF 3 FEET VERTICALLY AND 3 FEET WIDE IN EVERY DIRECTION .• ♦ 11 0 ABOVE THE ACCESS PANEL TO ALLOW FOR INSTALLATION OF THE SENSORMATIC POWER PACK AND CAP ENCLOSURE BOXES. IF FREE Z 12 AREA CANNOT BE OBTAINED IN THIS LOCATION, IMMEDIATELY CONTACT THE ESD&C PROJECT MANAGER FOR FURTHER INSTALLATION C.0 .. ' t— '�Z 1 INSTRUCTIONS. < M Piii 0 0 NOTE: M ED i L1J cn ° N U 0 0 GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE SENSORMATIC SYSTEM WITH SENSORMATIC MANUFACTURER 0 < 0 cm •• W • 4'-6 3/4" .• SPECIFICATIONS. Z 3 .. 0 >- o' NOTE: 1"— Z A., PLAN VIEW g. INSTALL ANTENNAS EITHER INSIDE THE STORE OR INSIDE THE PORTAL OPENING BASED ON THE TABLE BELOW: U � .. Z NTS as vtr c- ° "I PORTAL WIDTH INSIDE STORE OR PORTAL X ' • CZ tom< ° La o 11'-2" TO 13'-B" INSIDE PORTAL OPENING CASHWRAP COUNTER DETAIL 13'-8" TO 16'-2" INSIDE THE STORE a. • cn " vi 0 W 16'-2" TO 20'-6" INSIDE THE PORTAL OPENING REVISIONS: (U-SHAPED) ?:: : To 2;:- : INSIDE THE STORE EXPRESS 4 REGISTER CASHWRAP 2 2 TO -4 INSIDE THE PORTAL OPENING ATI REQUIRED BY: DATE LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 CASHWRAP CODED NOTES ' 0 REGISTERS SHALL SHARE A 20 AMP, 120 VOLT DEDICATED CIRCUIT WITH A SEPARATE ISOLATED NEUTRAL & 3RD WIRE GROUND. STUB UP 3/4" CONDUIT 1" A.F.F. WHERE SHOWN ON DETAIL INSTALL FLEXIBLE METAL CONDUIT FROM STUB-UP TO 4X4 J-BOX NOTE DESCRIPTION DIMENSIONS AND CONNECT TO QUAD RECEPTACLES. THE ELECTRICAL CONTRACTOR SHALL FURNISH ORANGE #IG5362 RECEPTACLES (HUBBELL). (A) SURFACE TO ANTENNA 1.25" MIN., 2" MAX. CUT AND PATCH FLOOR AS REQUIRED TO ROUTE CONDUIT TO WALL AS SHOWN. ROUTE UP INSIDE WALL TO CEIUNG SPACE AND CONNECT TO PANEL LOCATED INSIDE IFS ENCLOSURE. REFER TO POWER PLAN AND PANEL SCHEDULES FOR CIRCUIT DESIGNATIONS. (B) ANTENNA THICKNESS 0.75" ®2 UTILITY POWER SHALL SHARE A 20 AMP, 120 VOLT CIRCUIT. STUB UP 3/4" CONDUIT 1" A.F.F. WHERE SHOWN ON DETAIL. (C) ANTENNA TO REBAR 8" MIN. (UNLESS USING SHIELDS UNDER ANTENNA) INSTALL FLEXIBLE METAL CONDUIT FROM STUB-UP TO 4X4 J-BOX AND CONNECT TO QUAD RECEPTACLES. CUT AND PATCH FLOOR (D) DEPTH OF EXCAVATION 2" MIN. TO 2.75" MAX. AS REQUIRED TO ROUTE CONDUIT TO WALL AS SHOWN. ROUTE UP INSIDE WALL TO CEILING SPACE AND CONNECT TO PANEL (E) INNER CONDUIT TO ANTENNA 8" MIN. .INDICATES NO REVISION TO THIS SHEET LOCATED INSIDE IFS ENCLOSURE. REFER TO POWER PLAN AND PANEL SCHEDULES FOR CIRCUIT DESIGNATIONS. (F) CAP BOX TO POWER PACK 7' MAX. 3 STUB UP 1" CONDUIT 1" A.F.F. WHERE SHOWN ON DETAIL. INSTALL FLEXIBLE METAL CONDUIT FROM STUB-UP TO 4X4 J-BOX FOR 25' ' SHREMSHOCK ® DATA AND TELEPHONE. CUT AND PATCH FLOOR AS REQUIRED TO ROUTE CONDUIT TO WALL AS SHOWN. ROUTE UP INSIDE WALL TO (G) POWER PACK TO REMOTE ALARM 25 MAX. CEIUNG SPACE AND CONNECT TO TELECO STRUCTURE PORTION OF THE IFS SWITCHGEAR. WIRE FOR DATA UNES TO BE PULLED AND (H) ANTENNA SEPERATION 2" MIN., 24" MAX. Shremshock Engineering, Inc. CONNECTED BY P.O.S. CONTRACTOR. O J OUTER CONDUIT TO ANTENNA 10" MIN. 6130 S.Sunbury Rd. Westerville,OH 43081 t:614 545 4550 f:614 545 4555 ® TELEPHONE OUTLET ON INSIDE OF CASHWRAP UNIT. SEE NOTE (3). TELEPHONE WIRE AND #RJ14C JACK BY OTHERS. (K) WIDTH OF' EXCAVATION 4'-3" ,,.77-„ (L) WIDTH OF ANTENNA 4'-10.4" ,r;t 1.1t�:: ®5 EDWARDS 1064-G5 BUZZER. SEE POWER PLAN FOR ADDITIONAL INFORMATION. CONNECT TO DOORBELL SYSTEM.,;` 7:= �_`°- (M) ANTENNA TO LEASE LINE 1" MIN. ' �( M Y� ' 0.® STUB UP 3/4" CONDUIT 1" A.F.F. WHERE SHOWN ON POWER PLAN. INSTALL FLEXIBLE METAL CONDUIT FROM STUB-UP TO 4X4 (N) ANTENNA TO PORTAL LEG 6" MIN., 18" MAX. `r ' 14i r J-BOX AND CONNECT TO EDWARDS BUZZER. CUT AND PATCH FLOOR AS REQUIRED TO ROUTE CONDUIT TO WALL AS SHOWN. ROUTE UP INSIDE WALL TO CEILING SPACE AND CONNECT TO BUZZER TRANSFORMER AS SHOWN ON POWER PLAN. REFER TO POWER PLAN (0) ANTENNA TO CENTERLINE GRILLE 6.5" MIN. '� FOR MORE INFORMATION. .,,�,. �' U` !/3�Q GENERAL NOTES NOTE ANTENNAS LENGTH OF EXCAVATION :M`te `�'` 1. RUN METAL CLAD (MC) CABLE TO EACH RECEPTACLE FROM J-BOXES THRU WIREWAY WITHIN CASHWRAP COUNTER. 1 5'-10.4" MIN., 7'-10.4" MAX, EYPiH, �fi� ;, _, (P) 2 10'-10.8" MIN., 14'-2.8" MAX. 2. WIRING FROM CONDUIT STUB-UPS TO J-BOXES ARE TO BE RUN IN FLEXIBLE METAL CONDUIT. 3 15'-11.2" MIN., 20'-7.2" MAX. 3. LABEL AND TAG ALL PULLWIRE RUNS AT EACH END WITH ORIGIN/DESIGNATION. 4 20'-11.6" MIN., 26'-11.6" MAX. DATE ISSUED: 06/25/1 0 ONLY DESIGNED BY: SLH 4. DATA TERMINALS AND CONNECTIONS BY P.O.S. CONTRACTOR. REFERENCE ONLDRAWN 8Y: SLH NO OF POWER PACK(S) CAP ENCLOSURE(S) NOT APPROVED WITH THIS PERMIT 5. REFER TO ARCHITECTURAL SHEETS FOR ADDITIONAL INFORMATION. ANTENNAS REQUIRED REQUIRED CHECKED BY: RAP 6. ALL RECEPTACLES ARE LOCATED IN AN AREA WHERE THAY ARE ACCESSED BY A REMOVABLE DOOR ON THE FRONT OF THE 1 1 1 CASHWRAPS. 2 1 1 ELECTRICAL 1 3 1 2 DETAILS 4 1 2 1 DRAWING NUMBER: 1 ,) , 1 NTS �� NTS [� 3 4 REG. U—SHAPED CASHWRAP , "ON GRADE" SENSORMATIC SIN STORE) E �-'' "'r al 1 ELECTRICAL LOAD SUMMARY UPP Lo 8V, 30, 4W, 60HZ VOLTAGE : 120/208Y, 30, 4W PA N E L B O A R D A MLO VOLTAGE : 120/208Y, 30, 4W P A N E L B O A R D B MLO ` MOUNTING : - ¢5,000 A.I.C. SERIES RATED MOUNTING : - 0,000 A.I.C. SERIES RATE ACTUAL N.E.C. N.E.C. N.E.C. BUS RATING : 225A LOCATION : WR ENCLOSURE (IFS) (SERE SERIES RATED NOTES) BUS RATING . 225A LOCATION : WR ENCLOSURE (IFS) (SEE SERIES RATED NOTES)DESCRIPTION CONNECTED CONNECTED DEMAND DEMAND ISOLATED GROUND BUS KW/KVA KW/KVA FACTOR KVA LTG. CIR. C8 LOAD CB CIR. LTG. LTG. CIR. C8 LOAD CB CIR. LTG. LCL ZONE NO. DESCRIPTION AMP POLE A B C AMP POLE DESCRIPTION NO. ZONE LCL LCL ZONE NO. DESCRIPTION AMP POLE A B C AMP POLE DESCRIPTION NO. ZONE LCL Z GENERAL LIGHTING 6.051 6.051 1.25 7.564 O LO. * 1 SALES AREA NIGHT UGHTS 20 1 715 0 20 1 SPARE 2 1 (WR) TELEPHONE BOARD 20 1 7,,,,.-"0 20 1 SPARE 2 *** (354 FT) X 0.150 TRACK LIGHTING 11.414 26.550 2 26.550 8 3 SALES TRACK UGHTS 825 FITTING ROOM LIGHTS 4 C * 3 (WR) TEMPERATURE CONTROLS l l 275 SECURITY SYSTEM 4 LO. (,� FE ,> 595 1 ) 360 .rr.: SHOW WINDOW ** 835 3000 Z ":.;< <;r:; LIGHTING ALLOWANCE •630 4.800 (24' X 0.200) 4.800 B 5 SALES TRACK UGHTS FITTING ROOM LIGHTS 6 B 5 DREAMSTEAMER 30 3 T r WALKIE RECEPTACLES 6 <<-':. 1.0 < 10KW 1280 675 3000 900 w >::: RECEPTACLES 15.555 15.555 0.5 REMAINING KW 12.778 B 7 SALES TRACK UGHTS 805 SALES AREA TRACK LIGHTS 8 C 7 1500 20 2 WATER HEATER 8 C � 1200 3000 Z r:. 125% OF LARGEST A 9 STOREFRONT SIGN SALES AREA TRACK LIGHTS 10 C 9 r 10 MOTORS **** 2.880 2.880 MOTOR 3.060 8, y 1 1500 V V Z► `` l * A 11 STOREFRONT SIGN 1200 SALES AREA TRACK UGHTS 12 C 11 STOCKROOM RECEPTACLES 20 1 7720 20 1 12 _ __ Z FIXED ELECTRIC 35.000 35.000 1.00 35.000 610 0 0 SPARE (� SPACE HEATING < ,rr: AIR CONDITIONING * L.O. 13 SALES AREA NIGHT UGHTS 765 SALES AREA TRACK UGHTS 14 C 13 SPARE MANAGER RECEPTACLE 14 J jr >.. SYSTEM 0.000 0.000 1.25 0.000 570 920 '40 0 P I.G. a. ELECTRIC WATER LO. 15 SALES AREA NIGHT UGHTS 805 SALES AREA TRACK UGHTS 16 C 15 SPARE 275 MANAGER COMPUTER, 16 L.O. Z HEATER 3.000 3.000 1.00 3.000 A 17 STOREFRONT TRACK UGHTS 465 SALES AREA TRACK LIGHTS 18 C 17 MICROWAVE 600 SALES AREA RECEPTACLE 18 B W cr .::::.::, 885 720 MISCELLANEOUS 10.945 10.945 1.00 10.945 A 19 STOREFRONT TRACK UGHTS 465 SALES AREA TRACK UGHTS 20 C 19 REFRIGERATOR 600 SALES AREA RECEPTACLE 20 B f�T :-: i..::.::. 797 540 !- W : : ::: TOTALS 85.934 104.781 103.695 C 21 NEON SIGN 1100 SPARE 22 LO, 21 SENSORMATIC, I•G• 360 SALES AREA RECEPTACLE 22 8 ,.<, n 0 . T�0 r. NOTES 300 0 23 EXIT EMERGENCY UGHTS STOCKROOM UGHTS AN 24 LO. 23 SPARE SALES AREA RECEPTACLE 24 8 W "f' L.O. r / 981 70 rn * USE GREATER VALUE OF THE TWO CATEGORIES 25 SPARE 0 SALES AREA TRACK LIGHTS 26 C 25 BUZZER SYSTEM 200 SALES AREA RECEPTACLE 26 8 W r' 57 720 - ** N.E.C. ARTICLE 220-14 REQUIREMENT MINUS ACTUAL 0 360 SALES AREA RECEPTACLE 28 B Q, Cl) :::. INSTALLED SHOW WINDOW LIGHTING. 27 SPARE 0 SPARE 28 L.0• 27 SENSORMATIC, I.G. 7?0 *** N.E.C. ARTICLE 220-14 REQUIREMENT - TRACK LENGTH OR 29 SPARE ��' W CO CO ,-- 0 0 SPARE 30 29 MUSIC / SOUND SYSTEM 0 720 SALES AREA RECEPTACLE 30 B ._ _ ` ::. ACTUAL INSTALLED TRACK LIGHTING. 31 SPARE 0 SPARE 32 31 TV RECEPTACLE 350 SHOW WINDOW RECEPTACLE 32 A '� � **** 125% OF THE LARGEST MOTOR IN. APPLIED ONLY ON ONE 0 900 1375 -- 1:1 UNIT. 33 SPARE SPARE 34 LO. 33 CASHWRAP REGISTER, I.G. SHOW WINDOW RECEPTACLE 34 A 0 0 L0. 9001375 SPARE 36 N.E.C. DEMAND K A x 1000 = MINIMUM FEEDER AMPERAGE 35 SPARE 0 SPARE 36 35 CASHWRAP REGISTER, LG. 0 SYSTEM VOLTAGE x Jr 0 0 ,,,H "'80 37 SPARE SPARE 38 37 SPARE CASHWRAP UTILITY POWER 38 113.785 X 1000 =288 0 0 SPARE 0 SPARE 208 x 1.73 288 AMPS 300 ANA" : � 39 SPARE 0 SPARE 40 39 0 40 41 SPARE V 0 SPARE 42 41 HVAC RECEPTACLE , 720 BURGLAR ALARM PANEL 42 LO. Z r 0 r T _ r 390 v ° LOAD PER PHASE: (N.E.C. CONNECTED) 6,154 5,990 5,951 LOAD PER PHASE: (N.E.C. CONNECTED) 9,790 9,845 9,865 ea z W Zit � Q ,°.,o en z�v as tI') W VI TOTAL VA: 22,620 VA TOTAL VA: 29,500 VA E5>-E° o __ 2 o K Y z g LCL 0 25% PER PHASE 1,539 1,498 1,488 LCL 0 25% PER PHASE - - - a g�, o -W °W=,rk o TOTAL AMPS: 63 A TOTAL AMPS: 82 A W°z�[a, z z zvi3Ei mx�= 1-W~o°o �WOJ� o•T.��•� C9 QooW Q TOTAL LOAD PER PHASE: (N.E.C. DEMAND) 7,693 7,488 7,439 TOTAL LOAD PER PHASE: (N.E.C. DEMAND) 9,790 9,845 9,865 'a<o 15 _ a gi _ U=V,� ►-Q S E �..to.-Gil l-W ( O W d Q o �_ Breaker Options: W - Breaker Options: v,o en i-m ,W=Z a y o u°N p . i`''LWL�D W W C' O K1,r�N tWlr Notes BABR - Solenoid Operated BABR Breaker Notes BABR - Solenoid Operated BABR Breaker Q Z e U= a Z=o W N.o<W a LO - Handle lock-off device LO - Handle lock-off device g Z z- 6 m Z° 7 2 z N.E.C. Connected Totals:0A 6.154 kw N.E.C. Demand Totals: 0A 7.693 kw ST - Shunt Trip Type N.E.C. Connected Totals:0A 9.790kw N.E.C. Demand Totals: 0A 9.790kw ST - Shunt Trip Type tA Q Y3 0 W E J°a N a~,°=m fZ3QU O F-CW�Z 08 5.990 kw 9B 7.488 kw AUX - Auxiliary Contacts l� 9.845 kw !`8 9.845 kw AUX - Auxiliary Contacts 2 °_E °m to o a 4 < PA - Handle Padlock Attachment PA - Handle Padlock Attachment fs~�' 3 E3,11-65g R 9C 5.951 kw 9C 7.439 kw 6C 9.865 kw p, 9.86 5 kW W W °-a z o '..617, W to d'OC d W O W C.� H GFCI - Ground Fault Circuit Interrupter Gni - Ground Fault Circuit Interrupter ._=a° Z °8 ° Total 18.095 kw Total 22.620 kw HACR - Heating, A/C & Refrigeration Total 29.500 kw Total 29.500 kw HACR - Heating, A/C & Refrigeration 6`� . W L'.16°S- t:_±.'84(-) (All Phases to be balanced to within 7% using Actual Load Totals.) * LCL - Long Continuous Load (All Phases to be balanced to within 7% using Actual Load Totals.) * LCL - Long Continuous Load °-W°W W =W W 8 e L w o W LcfA06�. ~pa<o O,Qa- C.J a- Q w 'Z 2 W Q 2 1JZ.>6 2 (fl e, tY ri to W. o R N J 0 N g 2-...,,x0 -3 w=V 0,. = ,.Z V o W m Y W W .= mZ oQc.j i=t/ 1= U Qrh-o aK. < rV Z z V W Z V 3 -N wZ= Lighting Time Control Legend: ELECTRICAL EQUIPMENT DATA = - a a° 0oo = � aLa =L. ?N W W= za N v x o c,W W=2® „ =W C '" m t" W A - Show Window Lights FEEDERS tv! a o e=,4 =W W Q x~m W BRANCH DISC BUSS/ 'W°=~ ' o o ~ J _ ,, Show Window Receptacles SYM ITEM VOLTAGE HP KW F.L.A. TYPE OF CONN REMARKS Z ZZ = z° ,� o' ` Exterior Signage WIRE COND BREAKER SWITCH TCH FUSES oc,2-= Wa°oe zQ AW° a g - Y 2 Q Z ti W wo W m nG N V O�p o dW Z[-,' B - Stocking Level Sales Area Lighting W � _ General Sales Floor Receptacles WATER 2#12 THHN 'AC TOGGLE SEE NOTE 208V, 1 PH --- 3,0 --- 1/2" 20A-2P --- --- O W o E W z W z =a 2 Y �-z W m � HEATER 1#12 G SWITCH N0.1 BELOW Stocking Fitting Room Lighting N M CD o co C - Sales Level Sales Area Lighting Y o DREAM --- --- 3#8 THHN " THRU ___ ___ ___ Interior Display Lighting 2 STEAMER 208V, 3PH 9.0 1#10 G 1" RECEPTACLE 30A-3P 0 O Display Cabinet Lighting Receptacles �, Sales Level Fitting Room Lighting A 3#8 11-IHN " THRU DISC. ___ SEE NOTE 0 0 FPVAV-1 208V, 3PH ___ 7.0 21.5 1#10 G 1 SWITCH 35A-3P 60/3 NO.2 BELOW CNI O N 3#8 THHN THRU DISC. SEE NOTE J 0 FPVAV-2 208V, 3PH --- 7.0 21.5 1#10 G 1" SWITCH 35A-3P 60/3 --- NO.2 BELOW Q 4 3#8 THHN THRU DISC. SEE NOTE 0 FPVAV-3 208V, 3PH --- 7.0 21.5 1#10 G 1" /,� SWITCH 35A-3P 60/3 --- NO.2 BELOW •• V / f` Z W .. O -,SEE NOTE w 0 , ® FPVAV-4 208V, 3PH --- 9.0 27.0 31#10 G N 1" SWITCH DISC. 40A-3P 60/3 --- NO.2 BELOW Q a Y W 3 12 THHN " THRU DISC. SEE NOTE Q W. . O UH-1 208V, 3PH --- 5.0 16.0 1#12 G 3/4 SWITCH 25A-3P 30/3 --- NO.2 BELOW O Q ELECTRICAL POWER GENERAL NOTES 10. ELECTRICAL CONTRACTOR SHALL MAKE SURE ENTIRE et _.- INSTALLATION CONFORMS TO N.E.C. 110.3 - 14. ELECTRICAL CONTRACTOR SHALL INCLUDE ALL COSTS 0 (a 1. HVAC CIRCUIT BREAKERS SHALL BE "HACR" TYPE EXAMINATION, IDENTIFICATION, INSTALLATION, AND USE TO FURNISH AND INSTALL ALL LOW VOLTAGE WIRING IN NOTE: et Li (21 00 OF EQUIPMENT. CONDUIT, AS PART OF BASE BID. 1. 'AC' TOGGLE SWITCH TO BE FURNISHED BY ESD&C AND INSTALLED BY ELECTRICAL CONTRACTOR. W Z WHEN REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.C. 2. DISCONNECT SWITCH TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. •• d 11. SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, N 2. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT AND CONTACTORS ARE TO BE "LISTED" AND DEMARC DEMOLITION NOTES .em O K.A.I.C. RATING (BUILDING SERVICE AVAILABLE FAULT "IDENTIFIED" AS RATED FOR A MINIMUM OF 75*C = g 0 CURRENT) OF LANDLORDS DISTRIBUTION EQUIPMENT CONDUCTOR TERMINATION. 1. THE G.C. SHALL NOT CUT THE MAIN TELEPHONE WIRES `, PRIOR TO BID AND WORK COMMENCEMENT. IF FOUND LEADING TO THE TERMINATION STRIP (DEMARC BLOCK) �, Z TO BE HIGHER THAN PANEL RATING, NOTIFY YOUR 12. IFS ENCLOSURE LIGHTING CONTROLS: SOLENOID OR PHONE SYSTEM. Z ESQ&C PROJECT MANAGER IMMEDIATELY. OPERATED BABR BREAKERS ARE PROVIDED WITH IFS NEW CONTRACTOR + #4 G.FURNISH AND INSTALL .---LEASE LINE a c ..PANELS FOR STORE LIGHTING CONTROLS AND 2. IF THE DEMARC IS TO BE RELOCATED, IT SHALL BE NEW 4350 KCMIL THHN + 14 G. + 14 IG IN �Z 1 3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL STOREFRONT SIGNS. SEE PANEL SCHEDULES FOR COORDINATED WITH EXPRESS TECHNICAL SERVICES EXISTING 3 CONDUIT, FIELD VERIFY. LANDLORD TENANT SPACE M i,,, ROOF LINE LEVEL Q co • _ PANELS AND ELECTRICAL EQUIPMENT TO 7% (+/-) LIGHTING ZONE DESIGNATIONS (ie: ZONE A, B, C) (ETS). THE PRIMARY CONTACT IS BRENDEN SPIVEY AT to © N U BETWEEN PHASES: A/B, B/C, A/C, REGARDLESS OF 614-415-4077, AND THE SECONDARY CONTACT IS POINT WHERE TO INTERCEPT/EXTEND SERVICE " O 'Q U •• w CIRCUITING INDICATED. ZELDA WARD AT 614-415-2160. f CONDUIT. PROVIDE PULL CONNECTION BOX AS 3" CONDUIT WITH 350 KCMIL E.C. SHALL FURNISH AND INSTALL A 3/4 y w -„ 13. IFS ENCLOSURE FURNISHED AND INSTALLED BY / CONDUIT AND PULLWIRE FROM DEMARC TO Z •: ry_ 0- O ELECTRICAL CONTRACTOR IS HEREIN DESCRIBED: NECESSARY, SIZE AS PER CODE REQUIREMENTS. THHN + 1#4 G. + 1#4 IG _ . 4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT 3. THE G.C. SHALL ALLOW ADEQUATE TIME FOR I ' Z }-- tZ IFS ENCLOSURE. O ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY RELOCATION IN THE CONSTRUCTION SCHEDULE. 1 p .' EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL A. UNIT WILL BE SHIPPED TO PROJECT IN ❑ "� W W Lb Li Z V MULTIPLE SECTIONS AND THE ELECTRICAL , CEILING LINE I oy U a- �S ROOM/AREA PRIOR TO INSTALLATION OF ELECTRICAL 4. IF THE WALL WITH THE TELEPHONE BLOCK IS ASSUMED FAULT CURRENT IS CONTRACTOR WILL BE RESPONSIBLE FOR FAULT CURRENT IS 63,105 SYM AMPS O t0i Q O t!! Ci EQUIPMENT. INSPECTION OF SCHEDULED FOR DEMOLITION, THE ENTIRE BACKING 65,000 SYM AMPS AT LL PANEL ( I _ SEE SERIES RATED NOTE #1 PANEL MDP 120/208Y 30 4W 60HZ SUPPLY; 400A BUSS; 65,000 A.I.C. PANEL HEIGHT IX JJ co 0- 0 V w y OFF-LOADING OF EQUIPMENT, H EQUIPMENT FOR DAMAGE, VERIFICATION OF PANEL SHALL BE REMOVED FROM THE WALL (WITHOUT a. • t!� to C W 5. ALL PANEL BRANCH CIRCUIT BREAKERS SHALL BE EQUIPMENT RECEIVED FOR PROPER STORAGE, DISCONNECTING THE WIRING) AND IT SHALL BE SAFELY TOP OF IFS PANEL . BOLT-ON TYPE. SETTING AND MOVING OF EQUIPMENT INTO SECURED IN THE CEILING UNTIL IT CAN BE RELOCATED y EXISTING TENANT ELECTRICAL SERVICE B-1 REVISIONS. 6. ALL PANEL BUS BARS SHALL BE COPPER. SPACE AS WELL AS REASSEMBLING OF TO THE NEW AREA OR REINSTALLED ON WALL. METER COMPLETE WITH CT'S. FIELD M.C.B. #3 + 1#8 XHHW REQUIRED BY: DATE SECTIONS INTO ONE COMPLETE UNIT PER VERIFY REQUIREMENTS WITH THE 1 S LANDLORD & BLDG. DEPT. cow 01/12/10 A3OO1k/3 "A" 7. MOUNT A TYPEWRITTEN DIRECTORY BEHIND GLASS OR MANUFACTURER'S DOCUMENTATION. LANDLORD AND/OR UTILITY COMPANY, PANEL DEMARCATION POINT PLASTIC ON THE INSIDE OF EACH PANEL DOOR AND, B. ELECTRICAL CONTRACTOR SHALL CONNECT ALL SERIES RATED NOTES I PRIOR TO BID AND WORK COMMENCEMENT. M.L.O. PROVIDED BY PHONE ON THE DIRECTORY, SHOW THE CIRCUIT NUMBER AND PROVIDED INTERCONNECTING CABLES BETWEEN LANDLORD MAIN �s FPVAV-1 FPVAV-2 1 No m 1 ® 0 2 COMPLETE DESCRIPTION OF ALL OUTLETS ON EACH SECTIONS AND TORQUE CONNECTIONS PER 1. MAIN CIRCUIT BREAKER IN 'PANEL IFS' SHALL BE 35A 3P 35A 3P 3 1° m i_I 4 CO. (REFER TO ' FULLY RATED TO PROVIDE AN INTERRUPTING RATING SWITCHBOARD (MS), I I .. ... _ 5 9° m 1 6 CIRCUIT. MANUFACTURER'S REQUIREMENTS. DEMARC DEMOLITION OF 65 000 AMPS RMS. 120/208V, 30, 4W, I 1 2 0 ® �� 8 NOTES). C. ALL CONNECTIONS WITHIN THE 6OHZ. FIELD VERIFY. ( i ° • • O/ \ 9 10 ® 1 ® °a 10 8. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL TELEPHONE DATA SECTION AND HVAC " I I 11 90 ® ICE 12 1 ' ELECTRICAL CONNECTIONS FOR A COMPLETE AND / 2. MAIN CIRCUIT BREAKER SHALL BE SERIES RATED I FPVAV-3 FPVAV-4 13 1 a ® SAL! 14 CONTROL SECTION OF THE IFS ENCLOSURE WITH ALL OTHER FEEDER BREAKERS IN 'PANEL IFS' TO I I 35A 3P 40A 3P 15 1 0 ® ® °E 16 OPERABLE ELECTRICAL DISTRIBUTION SYSTEM. WILL BE DONE BY OTHERS. ELECTRICAL ____, ,,,•.� •. 171° ® i ® °! 18 CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDE AN INTERRUPTING RATING OF 65,000 AMPS J 3 4 19 1° CM , 120 .C. TO PROVIDE 9. ALL PANELBOARDS, SWITCHBOARDS AND LINE VOLTAGE INSTALLATION OF LOW VOLTAGE CONDUIT RMS. 0 • • 0 21 '1° m I ® °,B 22 -I AND INSTALL CONTROL EQUIPMENT SHALL BE FACTORY MARKED TO SYSTEM IF REQUIRED BY CODE OR 231 0 m I m °1 24 PLYWOOD SURFACE WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC { 3. PANELBOARDS OR OTHER EQUIPMENT THAT IS I UH-1 25 9° m ® 26 MOUNTED LANDLORD) INTO THESE SECTIONS ONLY. PROTECTED BY "SERIES" RATED OVERCURRENT �J 25A 3P SPACE S3793:11: 13: I ® ° 28 BACKBOARD ON •INDICATES NO REVISION TO THIS SHEET ARC FLASH HAZARDS. MARKING SHALL BE LOCATED D. SWITCHBOARD WILL BE SHIPPED ON AN I ® o E 30 SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS PROTECTED DEVICES UPSTREAM SHALL BE MARKED 5 6 ''�~` 31 1 132 WALL LOCATE BEFORE EXAMINATION ADJUSTING, SERVICING OR ENCLOSED SEMI-TRAILER. ELECTRICAL WITH A PERMANENT LABEL THAT INDICATES THE SEE SERIES RATED Q Q 1 ® °E 34 ADJACENT TO IFS r3 SHREMSHOCK EXAMINATION, CONTRACTOR MUST ARRANGE FOR A FORKLIFT SHORT-CIRCUIT RATING OF THE SERIES COMBINATION NOTE 2. TYP. 351° mom E 36 PANEL MAINTENANCE OF EQUIPMENT. TO OFF-LOAD AT JOB SITE. ELECTRICAL AND CALLS OUT THE SPECIFIC REPLACEMENT ( } PANE B PANEL A 371° m i_d 38 CONTRACTOR WILL RECEIVE 24 NOTICE PRIOR 150 3P 100 3P 39 ° m �_,! 40 Shremsh0ck Engineering, Inc. TO DELIVERY. OVERCURRENT DEVICE(S) THAT CAN BE UTILIZED. 41 e° m i ® °E 42 6130 S.Sunbury Rd. Westerville,OH 43081 • ? 8 • 4#1/0 + 1#6 XHHW t:614 545 4550 f:614 545 4555 EXISTING 400A, 120/208V, 30, TENANT MAIN "� LECTRICAL CONTRACTOR SHALL �. ,„,, DISCONNECT SWITCH. FURNISH AND INSTALL WITH PANEL "B" FURNISH AND INSTALL #6 THHN <7; °t ;� (3) NEW 300A LPS-RK FUSES. FIELD VERIFY M.L.O. GROUND CONDUCTOR, ° #ki,;!.1`ir..4,�•, .' r N.- via \ REQUIREMENTS WITH THE LANDLORD PRIOR TO TERMINATED AT GROUNDING i k��,L BID AND WORK COMMENCEMENT. 1 &la m ��I g• •E 2 3 ® 1��I ® °C 4 ELECTRODE CONDUCTOR, 5 a:11E11 1110113C 6 7 :a oa I��1 3 o E 8 CONFORMING TO N.E.C. 800.40 9 �� .[ 10 B-3 AND LOCAL UTILITY ...�- --/', ,, ,".., 11 a ® I��I •E 12 REQUIREMENTS. '`''� 13]o m Ii .[ 14 A, oR E Oa/5/f,O -"?.\'''0 v , ,i:,`,r-!0"cy 15]E111��I ® of 16 17]1:1 m 1��i .[ 18 c If i-,,-t- �,;"';• LANDLORD NOTE: 21] • 1��1 E 22 CONTACT MALL OPERATIONS MANAGER. LANDLORDS REQUIRED 23]o m I��I •[ 24 X k .Ic.i i� '�' •- ELECTRICIAN TO WORK IN LANDLORDS ELECTRIC ROOM ONLY. ELEPHONE HVAC 25]° CO m I��I �• �E 26 TELEPHONE/ HVAC ]• I��1 :. .E 28 EQUIPMENT CONTROL 2391]011:0 m 1��1 °E 3o PANEL REFERENCE ONLY DATE ISSUED. 06/25/10 A • : 11 •[ 32 � 33]o ® I �I ® DE 34 NOT APPROVED WITH THIS PERM 35 • • 1__1 E 36 DESIGNED BY: SLH 37:0 ® I_�I •E 38 39]0 ® 1__I .[ 40 DRAWN BY: SLH 41 3131131��1 m °E 42 CHECKED BY: RAP FINISH FLOOR LEVEL ELECTRICAL IFS IS A SINGLE SWITCHGEAR ENCLOSURE THAT MEETS NEMA STANDARD PANELS A N D PB-2 AND UL 891 (SWITCHBOARD CONSTRUCTION). RISER DIAGRAMS APPROX. 60'-0". FIELD VERIFY EXACT DISTANCE PRIOR TO BID. DRAWING NUMBER:1 N.T.S. � �� ELECTRICAL RISER DIAGRAM, PANEL SCHEDULES, AND NOTES _ A `' , es i 1 -n _____ rn 4—EXTERIOR _> Cn MI - 'Xi - III -- ® .J - 60 J PC I.. i 'l----- . r 4 rn _ 1-- 1 ------1 - 1- I 1 It ..0= i• M 0 1 1 1 I I I I I I II' / A 1 Ii—'0 , mi:-�0 IIII Q - \ I I - -- \- fi -i - - t I -- --- - r 1 > 1 40 - z - 9 a 0 0 �\ ' a 0 - - - - i - - - --- - - 3-1 LidgriL m0 _ _____ ,_ ____ a al, ,r,.. .. ..., L'.0-1 z .1 _________„,.„ ___\ ,:_______ _____ , 9 v\ , D _pc,0 __ciE-- 0 ',,L2i-- El 1- 1- € 1-- 1 <0 �� 1 9 0 0 0 0 \ 'v 1 0 -- - - - - -- - - - - - -- - - I -� - - --- - - - - I _ 1111 \ ;'__ - -- - -- _. _-71-- I - - - -1 - 0 / 0 Z _ , I - -- - I -I I - -- C) n n C) n n � 0 n n � n n n nn nn� � n n _ \ _ I _ U U o 0 0 0 0 J AK 1 r U z______\ NE "Ii II I ) �- El ____— ,-, ,..-- n n n( v U u U' U N. a p -- _p 7,,,/ mg 1 CI ( ) i 2 0 ■._ .i 0 4 + n n n n n!/:i1 — `CD */ ~r m/ J ; * C CJ / / /1 ' o 0 0 0 o -- - Cu U ° U ° u ° U }1111 - _ * 0 L9 _ - C!) o g ' -o 0 F1 f I El -- o o 0 0; ( ' • • • • • • • • 1 • Ill 9 0 ila 9 1 0 0 • Flimpr )4iikr- 1 r----- -r-- n i..___,„ ,------) ,Ir., , lor (______----) • • (\, ) III III la ® - (-I) O 9 ? I hIo * \\ G? c 9 * 9 Li 11 • • MI 1 t E I a z �► - z s t E $ :l�p � le (a P • -- ; --- 9 ©ell . 1 - ' • • • - - ---• _ al II IIII II 0 - -C I _ - ell" 0 a O= j9 Ii _ • _ n n r:LAN r:) ,,,,, . . 7,,Th C I , i*1f) ii'I• �� C ') c j -in , .< O iiTi _ © G 9 Ile Q I mi 1.1 > I I r. 1 r :� 1111 > • I J 0 - 'IC z -n - - — — _ C_______ - • q II . rin,r I _ - - - 0 ill o 0 . _ °o a GI VI c ill c 111111111 N D 0 A m z 0 ( ; C) x in 0 Ok C o( �,$1Iq Q CP Q ? 9 O 9 1* 9 c;D CA -- - -- - - -- — - — =s= C PI4 3s� 0 ....3 11 • • �- 1�7 t!I. III( Iii 0 - t/1='- t�7 'r 1 Ca b - I-- - - - - - I�* q ZN Z t- Z p ZN , I I i?...., ; DI PC rev - - _ 0 tli p ________, li- i Z - — — - - -- - - - -- - - - ..F, rn -- •• -47 •• VD J r+ - - - =0 C � 7° � s 7/ \ \ 0 vu x3 fJ 1 rN 0 Q = o 1 3*. = 0 p - - - , - =)-�)-( ) - - - - - - -(-- - -(-3- -� -4-2)-CI-- - -<�- 2)--n--C� - - - - - C - 0- - I - - >- -�-C�- - - r*i �p v " wah ti r4 z ra Q z (f) ►- MALL CONCOURSE }PI' 41 I > 4 , 4 to i , \ 0 CO CO 0 O • PROHIBITION ON REUSE: \ A3 Fn z PROJECT INFORMATION:: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE �w m ›„ W g J CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT 0 PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY T +n `?�'` t: YK fn C m REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS I I 711 i Z Z .� (n 3" Toc EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN D 0 ,:l ,.,� �, q 3 y LEXPRESS 0 0 EXPRESS-"( c F-0 x y'F 1' o) C" I.,� ^'=€ r r 3 +7s a;;; ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO .0.0 > Cn -<( ^ `—` •"C € f '- �� ? ,� VI r-2 • .• REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN I Z Q sr;,,� .-E� ; 4.*s �'• °�; � P- n � G ., • „. ti ,� \ � AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND = G� T; _ .. i t= SPECIFICATIONS MUST BE RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE UNLESS ” .i S.W. ASHINGTON SQUARE ROAD OTHERWISE AGREED BY THE ESDC. ��-w -��}< .�.. r.:, �� .� � '� � � cn' • fi fig E z MI =erg o EXPRESS STARE PLANNING INC. �` `� ` ' _ z SPACE NO.: CO3 �{ C �� ; ` • /� ' O N COPYRIGHT NOTICE: j 2 3 THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN �' Z o :; ' - ' �� 1 .. ' G ' R' •R 9 2 3 "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER d/b/a STORE DESIGN & CONSTRUCTION ® � m Q� �� 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION �/ INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ti •: l • �. I :-1' ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND .;',:.1' ,, .. ' " :` :; �' ` ,�. t1 N 4" Co SCOPE• NEW PACKAGE• P K G 2 SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY ;,; ,•r r ;.: 1 Z in g LIABILITY. F:.:' . ; ~ , ?.` .. ... . .. .i rn co Q r3- N •o DESIGN TYPE: DG GENERATION: FALL 2010 (101 Fa) woo © �° 7C . m ESD&C PROJECT #: 00075287 A/E PROJECT #: 10163 Souses a OON010aa LINHANICTI711 MAW MOD,CANDO0 .wa l A. SCOPE OF WORK 1. PROVIDE A COMPLETE AND OPERABLE FIRE PROTECTION SYSTEM AS IT APPUES TO THE DEMISED PREMISE. 2. WHERE APPUCABLE, THE CONTRACTOR SHALL CONTRACT THIS WORK WITH A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR, ALL MATERIALS AND EQUIPMENT UNDER THIS SECTION SHALL BE NEW AND USTED BY UNDERWRITERS LABORATORIES, INC. FOR FIRE PROTECTION SYSTEM INSTALLATION. E 3. THE FIRE PROTECTION SYSTEM SHALL BE AS FOLLOWS: 0 3.1. NEW WET SPRINKLER FIRE PROTECTION SYSTEM FOR ALL AREAS OF THE RETAIL SPACE, PORTIONS THAT ARE UNHEATED OR EXPOSED TO FREEZING TEMPERATURES SHALL BE PROVIDED WITH AN AUTOMATIC DRY PIPE SYSTEM COMPLYING WITH NFPA 13. C.3 c •rr; . 3.2. COVERAGE SHALL BE IN ACCORDANCE WITH EXISTING CONDITIONS, NFPA 13, LOCAL CODES, LANDLORD'S CRITERIA, MALL INSURANCE AND ESD&C'S E = .4,.1 `":, STANDARDS AND SHALL INCLUDE: CC :;:;:.` :...•:. 3.2.1. ALL PIPE TAPS, RISERS, LATERALS, BRANCHES, VALVES, HANGERS, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED. 3.2.2. PROVIDE PROFESSIONALLY DESIGNED AND SEALED DRAWINGS, HYDRAUUC CALCULATIONS, SUBMITTALS AND APPROVALS AS NEEDED INCLUDING ANY C.i E ':. SEALS, PERMITS, FEES, AND CHARGES. _ _ 3.3• FIRE EXTINGUISHERS SHALL BE PROVIDED. REFER TO INSTALLATION SECTION OF THIS SPECIFICATION. E . •' `f'-Ep l ' ... 4. EXAMINE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DOCUMENTS TO PROPERLY SEQUENCE, COORDINATE, AND INTEGRATE THE - Z V :f f; VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. Q •l< r•`r• 5• CONTRACTOR SHALL USE APPROVED INDUSTRY FIRE SPRINKLER STANDARDS FOR REUSING EXISTING FIRE SPRINKLER BRANCHES AND SUBMIT J I CALCULATIONS TO THE ESD&C'S PROJECT MANAGER UPON REQUEST OR REWORK SYSTEM TO THE ESD&C PROJECT MANAGER'S SATISFACTION. Z 6. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACIUTATE STORE DESIGN CRITERIA SHALL BE INCLUDED AS PART OF THIS WORK. C1) . ' .il.mom r B. SHOP DRAWINGS AND DESIGN E •:.; CO in lf:. 1. IN ACCORDANCE WITH THE PREVAIUNG STANDARDS, BUT IN NO LESS THAN THAT REQUIRED BY NFPA 13, THIS FIRE PROTECTION CONTRACTOR SHALL f- "- PREPARE COMPLETE CALCULATIONS AND SHOP DRAWINGS SIX (6) COPIES SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR AND ADDITIONAL co W `:;,.. SETS AS REQUIRED TO THE PROPER CODE AUTHORITIES FOR APPROVAL (NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED). u) 2• COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO 11"" ° •l. THE ESD&C PROJECT MANAGER. 3. LISTED BELOW ARE MINIMUM REQUIREMENTS FOR SPRINKLER SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE HYDRAUUCALLY DESIGNED: ',. W �, 3.1. ORDINARY HAZARD, GROUP 2: PROVIDE A 0.20 GPM/SF PER 1,500 SQUARE FEET DENSITY WITH 165'F RATED I" ORIFICE SPRINKLER HEADS OR 0 FOLLOW NFPA DENSITY/AREA CURVE FOR DENSITY COVERAGE. PROVIDE A MAXIMUM COVERAGE OF 130 SQUARE FEET PER HEAD. 3.2. MAXIMUM HEAD SPACING: 15 FT. 3.3. SPRINKLERS SHALL BE TESTED FOR A MINIMUM OF 2 HOURS AT 200 PSI. 3.4. DESIGN CALCULATIONS OF INSIDE PIPE SHALL USE C=100 FOR DRY AND C=10 FOR WET SYSTEMS. C. SPRINKLER HEADS ..-----TYPICAL SPRINKLER 1. ALL SPRINKLER HEADS SHALL BE NEW (EXISTING HEADS IN EXISTING ESD&C STORES ARE NOT TO BE REPLACED UNLESS NOTED OTHERWISE), U.L• " AND F.M. USTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY AUTOMATIC SPRINKLER, GRINNELL, REUABLE, OR VIKING. � 18 �' HEAD LOCATION FOR ""� 24" • T-BAR CEILING 2. ALL SPRINKLER HEADS SHALL BE RATED AS FOLLOWS OR AS REQUIRED BY LOCAL CODES: E, a 2.1. STORAGE AREAS OR MEZZANINES: 200YF-225'F. tr,_ ° z z W O W H W w W 2.2. SALES AREA: 150'F-170'F OR 200'F-225'F AS NOTED ON PLANS. 12 a 3 a N w o= 5 a 0 u c3 g O C W Q Z = W W W M d G 1=-WO t 3. ALL SPRINKLER HEADS SHALL BE AS FOLLOWS: W.a“..1 m==z= z �-W W MANUFACTURER 3.1. �o��m 4;,-,,LL;:Z 0�Q� 3.1.1. SALES AREA: BASE BID SHALL INCLUDE HEADS MANUFACTURED BY RELIABLE WITH ALTERNATE BIDS BASED ON VIKING MICROMATIC MODEL M OR W W a �, °�,:=11:=4,N 18" GRINNELL MODEL F972 AND SHALL BE APPROVED BY THE ESD&C PROJECT MANAGER PRIOR TO ORDERING AND INSTALLATION ...... a ^6 z;Z Z Z ° W Z.q W 12" VIKING SPRINKLER COMPANY - 8 a z m5- o= =<;W= 01- O O W O m F-P~C= 3.1.2. NON-SALES AREA: ROUGH BRASS FINISH AS MANUFACTURED BY AUTOMATIC SPRINKLER, STAR, RELIABLE, GRINNELL OR VI -_z W Z o rt a.,a o o W Z ONLY oWCm� myod .160--`=o v 1 i 3.2. HEAD TYPE S=a o 0„.-Z a..Er,,- O. �VI N �WQ O 3f_Z (NB) 3.2.1. SALES AA: REFER TO LEGEND ON FIRE SPRINKLER HEAD PLAN FOR HEAD TYPE REQUIREMENTS IN SALES AREA•A TYPICAL 24 x24"CEILING TILE TYPICAL 48'x24"CEILING TILE W°W W e o �'�1l10 C. L„,,,,,,..O W•O:Q�Z 3.2.2. NON-SALES AREA 3 W x % W O:N°O:_° W�W O_Z� Q O'Z� � „ TYPICAL SPRINKLER „ 3.2.2.1. GYPSUM BOARD OR LAY-IN CEIUNG: RECESSED Z e .W r 01E5'4°12 Z 4°a N "'""1-12 -i` HEAD •LOCATION FOR ''r 12 3.2.2.2. WITHOUT CEIUNG: PENDANT _ ° W "'= W�' °-W C7 Ot-y�0 C V� �U T-BAR CEILING 3.2.2.3. OPEN TO STRUCTURE: UPRIGHT a oc ? a°Z 4 g° Q.2 z_ ow t��a •�cn V a:W - z STRUCTURE: E.-W�E: .r- t•.�gtJ1-W 4.W F-ZO 3.2.2.4. HEADS MOUNTED UNDER 8 FEET ABOVE FINISHED FLOOR SHALL BE CONCEALED OR BE PROVIDED WITH WIRE GUARDS. g z . O W W 6V"-- a z o=c o WS o Zo WZ m = W=U.Q ' Q 3.6 L0 O W Q W=W m C W�W C 4. ALL SALES AREA SPRINKLER HEADS INCLUDING TRIM AND COVER SHALL HAVE FACTORY APPUED FINISH. REFER TO LEGEND ON FIRE SPRINKLER ;z ~=o° Z�, �,W z HEAD PLAN FOR FINISH REQUIREMENTS. o Z° ~ °°° '''''-''14--1'.2'11-1-!,2,1 WZ z ayc� oz�z''4, z3C0 R 3W°�P a z31;�3°0 HOOF-O,-,Z ,...,c9,--,-0 ZN4V? 2 UO Iyt~ <;!O H Y W F C.2 5. ALL SPRINKLER HEADS ON THE MALL SIDE OF TENANT'S STOREFRONT ENCLOSURE, IF ANY, SHALL MATCH LANDLORD'S TYPE. m w 2°M° o z n. SN►--,== VY O:S uw 1-ul-O=7f CJO W W W O W V W�p O!' D:W S W J - ( °W ZOO. O.G W N O.1-W S O.W.O)u W D. PIPING, FITTINGS do VALVES: a S E�W� �.� <�o �°..� ��'?W�� I j ) 1. SCHEDULE 40 BLACK STEEL: ASTM A-53 WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. CD N a M 12" 12" C' L tO 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER, SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES �' 0 0 LARGER THAN 2 INCHES. FITTING SHALL BE APPROVED FOR 175 PSI WORKING PRESSURE. 9 3 Cur) . GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. p TYPICAL 24"x24"CEIUNG TILE D TYPICAL 48"x24"CEIUNG TILE (FAUX 24"x24") (StJ 4. VICTAUUC TYPE COUPUNGS ARE ACCEPTABLE WHERE APPROVED BY LOCAL CODE AND THE LANDLORD. 0 N E. INSTALLATION J DETAILS HEAD FIRE PRIN LER NT '� 1. AFIRE PROTECTION SYSTEM TAP IS NORMALLY FURNISHED BY THE LANDLORD, VERIFY IN FIELD PRIOR TO BID.K OODF023HOSPHD D 1.1. WHENEVER AN EXISTING SPRINKLER SYSTEM IS BEING RENOVATED, THE INTEGRITY AND RELIABILITY OF THE EXISTING SYSTEM SHALL BE MAINTAINED. Mk 1.2. ORIGINAL SPRINKLER SHOP DRAWINGS SHALL BE ACQUIRED THROUGH THE MALL MANAGER/PROJECT MANAGER; HOWEVER, THE SPRINKLER .. I- ��, 1111111 DROP NIPPLE CONTRACTOR SHALL VERIFY THE EXISTING SPRINKLER SYSTEM IN THE FIELD AND SHALL COORDINATE WITH AND SHOW DISCREPANCIES BETWEEN THE Z fj-j) --■ DROP NIPPLE ORIGINAL SHOP DRAWINGS AND FIELD CONDITIONS IN THE RENOVATED SHOP DRAWINGS. W 0 O 2. INSTALLATION SHALL INCLUDE TESTING THE BUILDING SYSTEM PRIOR TO CONNECTING TO MALL SPRINKLER SYSTEM. TESTING SHALL BE APPROVED Q < ce BY THE FIRE DEPARTMENT AND LANDLORD REPRESENTATIVES. FINAL CONNECTION TO LANDLORD'S SPRINKLER MAIN WILL NOT BE MADE UNTIL THE 1 -1 Y W /w°4 REDUCER REDUCER ENTIRE SYSTEM WITHIN THE DEMISE PREMISES IS TESTED AND READY FOR SERVICE. 0 Z ` ° I r SUSPENDED CEIUNG SPRINKLER HEAD 3. SPRINKLER HEAD SPACING SHALL COMPLY WITH ORDINARY HAZARD, GROUP 2. Q 4 I-11 E �_ I /- SUSPENDED CEIUNG 4. SYSTEM SHALL COMPLY WITH THE MOST STRINGENT OF THESE SPECIFICATIONS, THE LANDLORD'S DESIGN CRITERIA OR LOCAL CODES WITH PIPE IX w 0 100%-•� SIZING BEING BASED ON NFPA ORDINARY HAZARD, GROUP 2 AND COMPLY WITH NFPA 13 LATEST EDITION. W z N V in NC--3571:: .. -- 5. ALL SPRINKLER UNES SHALL BE CONCEALED AND MOUNTED AS HIGH AS IS PRACTICAL AVOIDING INTERFERENCE WITH UGHTS, DUCTS, PIPES, • o ESCUTCHEON I STORAGE DECK, ETC. POP-OUT COVER = p SPRINKLER HEAD FINISH TO MATCH 6. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER CEILING LINES, UGHTS, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. i Z RECESSED HEAD CONCEALED HEAD 7. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEIUNG HEIGHTS, EQUIPMENT AND MAJOR COMPONENTS, INCLUSIVE OF ADJACENT TENANTS O Co § 111 AND MALL COMMON AREAS, REMOVE ALL UNUSED PIPING. Q .Z Pt) . E ONLY. SUPPORT SHALL BE FROM THE TOP OF ANY . _ DROP NIPPLE 8. FASTENING AND/OR SUSPENSION DEVICES MUST BE ATTACHED TO THE BUILDING STRUCTURE � � Fr) N V BAR JOIST OR AS DIRECTED BY THE LANDLORD OR THE BUILDING STRUCTURAL ENGINEER. Q SYSTEM AS REQUIRED OR REQUESTED BY THE 0 . U � W � SPRINKLER HEAD B. FURNISH AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SY Q Q Z ' re CL O MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER - COORDINATE LOCATION WITH THE ESD&C PROJECT MANAGER AND LOCAL FIRE PROTECTION >- CZ ir REDUCER , OFFICIAL TO ROUGH-IN. E... 3 H a. tJ " V) ..a. 10. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND U --) X REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE OR OTHER DEFECTS. THIS CONTRACTOR SPRINKLER HEAD SHALL BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS CONTENTS, PEOPLE, ETC., 0 O CO,� W tn -.11- REDUCER EXPENSE. COMPLETELY FLUSH THE SYSTEM UNTIL DISCHARGE SHOWS NO DISCOLORATION. a- 11.1 • On © W z 0 Illr 0 11. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES SHALL BE FURNISHED TO THE LANDLORD, REVISIONS: 0 AUTHORITIES HAVING JURISDICTION, TENANT'S ARCHITECT, INSURANCE REPRESENTATIVE, PROJECT OFFICE AND THE ESD&C PROJECT MANAGER. REQUIRED REQUIRED BY: DATE =o CS = z �• DROP NIPPLE LANDLORD BLDG. DEPT. COMMENTS 0e/12/10 I-I-0 12. PROVIDE VALVED DRAIN WITH HOSE THREAD AT ALL LOW POINTS OR TRAPS IN SPRINKLER PIPING. IDENTIFY DRAIN VALVES IF ABOVE HARD W=_ CEIUNGS WITH A SUITABLE CEIUNG MARKER AND PROVIDE ARCHITECT APPROVED METHOD FOR ACCESS AS REQUIRED. CX ME 0 o m 13. COORDINATE SPRINKLER WORK WITH FIRE/ALARM CONTRACTOR WHERE THERE ARE FLOW AND TAMPER SWITCHES AND ALARM REQUIREMENTS. cr zW01 PENDANT HEAD UPRIGHT HEAD 14. SPRINKLER SYSTEM SHALL BE INTERFACED WITH BUILDING FIRE/UFE SAFETY AND SMOKE EXHAUST SYSTEM IF REQUIRED. REFER TO LANDLORD TENANT CRITERIA AND REQUIREMENTS. EIRE SPRINKLER HEAD D E T A 1 L NTS 15. FURNISH AND INSTALL 10LB. TYPE "ABC" FIRE EXTINGUISHERS WITH CABINETS IF REQUIRED, AND AT LEAST A "2A1 OBC" RATED EXTINGUISHER. S C LOCATIONS ARE TO BE ESTABLISHED IN THE FIELD BY THE ESD&C PROJECT MANGER AND THE LOCAL FIRE PROTECTION OFFICIAL MAXIMUM TRAVEL NTS DISTANCE BETWEEN EXTINGUISHERS SHALL BE 75 FEET OR LESS AS REQUIRED BY LOCAL CODES. s INDICATES NO REVISION TO THIS SHEET 0 SHREMSHOCK Shremshock Engineering, Inc. 6130 S.Sunbury Rd. Westerville,OH 43081 t:614 545 4550 f:614 545 4555 ..ck .prn:: =x.+5" FIRE PROTECTION RESPONSIBILITY SCHEDULE � °- T,... s ' FURNISHED BY INSTALLED BY ITEM ESD&C RE-USE N/A REMARKS s VENDOR LANDLORD CONTR, LANDLORD CONTR. OTHER EXISTING A'1, / /v.- -'-- ,-,c:)_, SPRINKLER PIPING FPC FPC . . .... T,. SPRINKLER HEADS FPC FPC E I? iT ' F sitm Vol iv FIRE EXTINGUISHERS FPC FPC DATE ISSUED: 06/25/10 As-GUILTS DRAWINGS FPC DESIGNED BY: RP DRAWN BY: RP REFERENCE ONLY CHECKED BY JTP NOT APPROVED WITH THIS PERMIT FIRE PROTECTION, SPECIFICATIONS AND DETAILS DRAWING NUMBER: H, -ø NTS NTS �' FIRE PROT. RESPONSIBILITY SCHEDULE FIRE PROTECTION SPECIFICATIONS A NF2 PE 0 OONF023FOSCHD 00 0 3AOS C \ L. A. HVAC UNITS, ALL RELATED EQUIPMENT AND ACCESSORIES (UNLESS NOTED OTHERWISE). ,YDRONIC PIPING INSULATION 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: SECTION 230000 B. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. BASIC MECHANICAL REQUIREMENTS C. HYDRONIC PIPING. (AS APPUCABLE, REFER TO PLANS). 1. ALL HYD•. PIPING FOR CHILLED WATER AND/OR HEATING WATER (NOT INCLUDING CONDENSER WATER UNLESS SP ,LLY NOTED SUPPLY DUCTS: 2" W.G., POSITIVE D. REFRIGERANT PIPING (AS APPUCABLE, REFER TO PLANS). OTHERWISE), VAL ITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, IN WITH 1 INCH THICK RETURN AND EXHAUST DUCTS: 2" W.G., NEGATIVE „, E. CURBS, ROOFING, AND STEEL FRAMING FOR SUPPORT (AS APPUCABLE, REFER TO PLANS). (K=0.23 0 75'F) FIBERG r . INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR PIPE S ' -1/2 INCHES AND LARGER, ASE F. TESTING, ADJUSTING, AND BALANCING. INSULATE WITH 1-1/2 INCH TH .=0.23 0 151F) FIBERGLASS INSULATION WITH ALL SERVIC ET AND VAPOR BARRIER. EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANTS OF THE FOLLOWING PRESSURE CLASSIFICATIONS: Z 1. THE ABBREVIATION ESD&C WHEREVER IT APPEARS IN THESE MECHANICAL DRAWINGS AND/OR SPECIFICATIONS SHALL REFER TO "EXPRESS G. KEEPING A RECORD SET AND PREPARE AS-BUILTS DRAWINGS. a STORE DESIGN AND CONSTRUCTION". ANY REFERENCE TO TENANT'S PROJECT MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL VISIT THE JOB SITE AND EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND 2. INSULATION AT ALL HANGERS FOR PIPING 2 1 CHES AND LARGER SHALL BE .• AND NON-COMPRESSIBLE. SUPPLY DUCTS: CLASS B - 3" W.G. .� TO ESD&C. ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, RETURN AND EXHAUST DUCTS: CLASS C - 2" W.G. • ,::.; r;::.; MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF '. OR ' 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 0 O ::: ): :.r.:. 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER 50 TO CONFORM WITH THE REQUIREMENTS OF THE NFPA. IN ACCORDANCE WITH THESE CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED Z SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. 5% AS REQUIRED FOR FINAL AIR BALANCE APPROVAL " _ '"` r`;\, 3. RELOCATION OF EXISTING DUCT MAINS OR BRANCHES TO MEET STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. 4. PROVIDE ZESTON OR EQUAL INSULATION FITTINGS ALL TEES, ELLS OR SPE ■ FITTINGS. di6 a 3. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS M. HVAC EQUIPMENT 4. ROUND DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL LOCKSEAM CONSTRUCTION FOR ALL SIZES 14" DIAMETER AND LARGER. OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF HIS SUBCONTRACTORS WITH ALL DIVISIONS ROUND DUCTWORK SIZES 13" DIAMETER AND SMALLER MAY BE SNAP-LOCK CONSTRUCTION. ALL SNAP-LOCK SEAMS SHALL BE SEALED AS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE HIS SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 1. PRIMARY HEATING AND AIR CONDITIONING UNITS ARE TO BE FURNISHED BY ESD&C AS SCHEDULED UNLESS NOTED OTHERWISE. REFER TO C. REFRIGERANT PIPING I = -;0 TION DESCRIBED IN THESE SPECIFICATIONS. ROUND FITTINGS SHALL BE GALVANIZED STEEL WITH SPOT WELDED AND BONDED CONSTRUCTION. ._ Z 'Z ` : c'.. PLANS FOR REQUIREMENTS. ALL EQUIPMENT SHALL INCLUDE A FIVE (5) YEAR COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER C r:., 4. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS WORK TO COMPLY WITH THE ESD&C WARRANTY. 1. INSULATE TH ' 'IGERANT SUCTION LINES AND CONDENSATE UNES WITH RUBATEX OR ARMSTRONG 1 INCH THICK • ' INSULATION WITH 5. ROUND SPIRAL GALVANIZED STEEL DUCTWORK MAY BE USED IN PLACE OF RECTANGULAR DUCTWORK IN HORIZONTAL APPLICATION WHEN - - Z V :m : SCHEDULE AND THE PROJECT COMPLETION DATE. FLAME ' D RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50 IN ACCORDAN H ABOVE CEIUNG CLEARANCES PERMITS AND EQUIVALENT FREE AREA IS MAINTAINED, WITH THE FOLLOWING EXCEPTION; ALL SUPPLY AND Q :.r.: 2. AU. EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. RETURN DUCTWORK WITHIN 15 FEET OF THE AIR HANDLER MUST BE RECTANGULAR AND INTERNALLY LINED. ONCE A TRANSITION IN THE ...1 p�f 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS %+ TRY STANDARDS. DO NOT INSULATE THE HOT GAS (LIQUID) UNES OR ANY HOT GAS BYPASS. DIRECTION OF THE AIRFLOW TO SPIRAL HAS BEEN DONE, DUCT WILL NOT BE ALLOWED TO REVERT TO RECTANGULAR. WHERE ROUND DUCT Q. . WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE USTED SEPARATELY AND QUAUFIED IN SUBSTITUTION WILL TAKE PLACE, SUBMIT A SKETCH AND CHART SHOWING EQUIVALENT ROUND CONVERSIONS OF RECTANGULAR DUCTWORK E : r THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. END OF CTION 2307 TO ESD&C PROJECT MANAGER'S FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION. 1.1.1 MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES Cr NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF HIS WORK. 6. INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING VANES IN RIGHT ANGLE ELBOWS IN MAIN DUCT PER LATEST EDITION OF ('� .." N. EQUIPMENT FURNISHED BY EXPRESS STORE DESIGN AND CONSTRUCTION SECTION 230900 SMACNA. r" r:`. s 6. REFER TO RESPONSIBIUTY SCHEDULE ON SHEET M04.1 OF THIS SET FOR INFORMATION IN REGARD TO RESPONSIBIUTY OF WORK OR ~ E "`` ``' 1. THE FOLLOWING EQUIPMENT IS FURNISHED BY ESD&C AND INSTALLED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. INSTRUMENTATION AND CONTROL FOR HVAC Cl) L ;;,. ITEMS WHICH MAY AFFECT THE BID. REFER TO RESPONSIBILITY SCHEDULE AND PLANS FOR APPLICABILITY. 7. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL .. ;;r DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH I co $J A. HVAC UNITS. SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO °' B. GENERAL REQUIREMENTS B. TOILET EXHAUST FANS. A. WORK REBPONSBILITY SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES LOCAL BY LANDLORD. C. DIFFUSERS, GRILLES AND REGISTERS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS D. TEMPERATURE CONTROLS. 8. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-1/2"X1-I/2" X1/8" STEEL ANGLE FRAMES AT EACH SIDE �'" ..r r NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS 1. ESD&C HVAC SUPPLIER WILL FURNISH NECESSARY CONTROL DEVICES TO THE FIELD. FOR ALL DEVICES NOT FACTORY INSTALLED, IT WILL BE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SIUCONE SEALANT OR FIREPROOFED AS CO REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR ESD&C SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO INSTALL. f THIS CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE ESD&C PROJECT MANAGER, AS 2. ALL DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE TOILET EXHAUST SYSTEM SHALL BE FURNISHED AND REQUIRED BY ASSEMBLY FIRE RATING. X , ".. REQUIRED. INSTALLED BY THIS CONTRACTOR. " _ - W -, END OF EMOTION 230900 9. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2 WIDE, GLASS-FIBER-FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE RIVETED OR THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE 0. �' SUPPORT 2' CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANTS BY UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS 1. THIS CONTRACTOR SHALL FU'' - SUREBOND INC. WILL BE ACCEPTED IN LIEU OF TAPE. -- "13• • ALL ALL NECESSARY CURBS REQUIRED TO INST ' . EQUIPMENT AS DESCRIBED ON SECTION 232100 NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE THE DRAWINGS. CURBS SHALL BE A MINIMUM 0 - EE M04.1 " a -1 REQUIREMENTS" ITEM # 5), OF THE SAME 10. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF MANUFACTURER OF THE EQUIPMENT UNLESS NOTED 0TH :i:4 . `a • " ALL BE INSTALLED SUCH THAT TOP OF CURBS ARE LEVEL ' YDRONIC PIPING AND PUMPS CONTRACT. ALL PENETRATIONS OF EXISTING STRU IN BE DONE IN ACCORDANCE WIT - • ' ..D'S GUIDEUNES AT THIS CONTRACTOR'S 11. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. EXPENSE. THIS CO : :` '► RECEIVE ESD&C PROJECT MANAGER'S WRITTEN APPROVAL BEFOR ', ES PLACE. THIS 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CO.r ' . ; ALSO RESPONSIBLE FOR ALL SEISMIC, HURRICANE OR OTHER SECURING DEVICES REQUIRED BY LOCAL +' 4 -' +DES. A. HYDRONIC PIPING 12. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTAWNG THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY ESD&C'S PROJECT MANAGER AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. P. LABELS/PPE MARKERS 1. ' 'NISH AND INSTALL A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRONIC SYS MIS RE'UIRED. PRIOR TO INSTALLATION. IN HARD CEIUNGS, LAY-IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES 4. ALL WORK IN THIS SECTION SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND 1. FURNISH AND INSTALL PIPE IDENTIFICATION MARKERS ON ALL PIPES INSTALLED UNDER THIS CONTRACT. MARKERS SHALL BE A MINIMUM MAY BE USED AS ACCESS LOCATIONS WHEN WITHIN 3'-0" OF DEVICE. z REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. ' OF 1-1/2" X 8" AND IDENTIFIED IN ACCORDANCE WITH THE BACKGROUND AND LETTER COLORS ISSUED BY THE AMERICAN NATIONAL 2. PIPIN, `::::::::::::1_13. ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IS LARGER THAN z= N ° W";:::5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. STANDARDS INSTITUTE (ANSI). o J s . ° Q Z A. DRONIC PIPING FOR CHILLED WATER, CONDENSER WATER AND/OR HEATING WATER SHALL BE ASTM A-53, SCHEDULE +, ERW, CONNECTED DEVICE (IE VAV BOX, DIFFUSER REGISTER) SMOOTH DUCT TRANSITIONS ARE TO TAKE PLACE JUST PRIOR TO DEVICE o o __ ; N<CONNECTION. SEE MECHANICAL DRAWINGS FOR DETAIL. �`� ��`a y � ``�2. PIPING SHALL BE IDENTIFIED AS FOLLOWS: CHILLED WATER RETURN, CHILLED WATER SUPPLY CONDENSATE, HOT WATER RETURN, HOT B K STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2-1/2 INCH AND GER. INSTALL =N W m=_ _ °.o 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE N W°s ~c"a° _ Z=NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL. CODES, WATER SUPPLY, CONDENSER WATER RETURN, CONDENSER WATER SUPPLY, REFRIGERANT LIQUID, REFRIGERANT SUCTION, AND DIRECTIONAL STE PIPE WITH THREADED JOINTS AND FITTINGS. INSTALL TYPE K COPPER PIPE FOR 2 INCH AND SMALLER PIPE PROVIDE ARROWS. ALL IDENTIFICATIONS MUST BE VISIBLE AT EQUIPMENT. DIELE,TIBC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND "_"~ ~° Z WHICHEVER IS MORE STRINGENT. W o W a\ (W"y Z " W LANDL+.D S REQUIREMENTS. WHICHEVER IS MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT ONNECTIONS w°y I° �'cr W= o Q. FINAL HVAC INSPECTIONS WHERE ERVICE OR REMOVAL MAY BE REQUIRED. B. MEWUM PRE88tBE DUCT Q z Z `_�- U _°7. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING AND CHANNELING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL =W Q Z °,� a W HAVE PRIOR APPROVAL BY ESD&C PROJECT MANAGER AND THE LANDLORD. ALL PATCHING SHALL BE BY G.C. AND SHALL MATCH THE 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, ESD&C SHALL HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE 1. WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS -�'Q = W O° N W W°SURROUNDING SURFACES. FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTAWNG B. ALL PIPIN AND EQUIPMENT SHALL. BE PRESSURE TESTED WITHOUT LEAKAGE AT A MINIMUM PRESSURE OF 12 PSI. _2 z°Z a C.° o o 8 n FORA PRESSURE RATING OF 4 INCHES WATER COLUMN MINIMUM OR GREATER AS REQUIRED BY LANDLORD. a W.m s °%y o a Q d`z CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT MAC CONTRACTOR UP TO PLANS AND y°= o C. ALL HYDRON PIPING AND EQUIPMENT CONNECTED TO THE HVAC APING SYSTEM SHALL BE CLEANED AND LISTED. REMOVE, `N f a�1 O L C07 <Z 8. THE MECHANICAL CONTRACTOR SHALL MAKE ALL FINAL MECHANICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SPECIFICATION REQUIREMENTS. 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH _ N° W o a CLEAN, AND PLACE STRAINER SCREENS. FILL TENANT'S S'fSTEM WITH DOMESTIC WATER AND PENT ALL P 'LNG AND EQUIPMENT SYSTEM. END OF SECTION 280000 THE LANDLORD'S CRITERIA. .o W al°_ W°o PRIOR TO CON CTION TO THE LANDLORDS SYSTEM. CONTRACTOR SHALL NOT FILL TENANTS SYSTEM WI WATER FROM THE W W a o Y a A. THE MECHANICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR TO CONTACT ESD&C'S DESIGNATED COMPANY (EMS) FOR LANDLORD'S M UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD REPRE- NTATIVE. ANY RUNS 3. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE DUCTWORK SHALL BE MADE WITH "LO-LOSS" SADDLE TEE TAPS OR AS OTHERWISE 3 W °W d °"W Q F 3 W START-UP. (REFER TO SHEET M02.3). THROUGH A CHAS- OR SHAFT WILL BE DONE WITH FEWEST JOINTS POSSIBLE USING THE LONGEST LE TH OF HARD COPPER PIPE N° _ z=° SECTION 230500 REQUIRED BY THE LANDLORD. o N W= o °o . o W cz N COMMON WORK RESULTS FOR HVAC AVAILABLE. SHOULD A JOINT BE REQUIRED, CONTRACTOR SHALL MAKE ALL EFFORTS TO KEEP THE JO TS IN ACCESSIBLE AREAS. Q„'o z Q°z ..z 6 0 N, W U W - V 3 =y V W _Z Z ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION, WITH THE EXCEPTION THAT ALL MEDIUM ~W 3 "`�"~W ~__- C. CODES LANDLORD'S 4. G.,n°?N WQ WWr y=CF-�N D. PRIOR TO CONNECTED TO THE BEM, CONTRACTOR SHALL OBTAIN WRITTEN CONfIR TION FROM THE LANDLORDS PRESSURE DUCTWORK MUST BE WRAPPED WITH INSULATION, NOT LINED. W' <t°W ' A W m `W A. HANGERS FIELD REPRESENTATIVE, THAT ALL TESTING, �'° °W" °°W= r °Y==° FLUSHING, AND PROPER FIWNG OF THE TENANTS St EM HAS BEEN COMPLETED IN °_��N =��°° =o= o 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY , , ; ., ..S o. a=4�.°. W a 3~=W 4 ENERGY CODES AND ALL OTHER APPUCABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL ACCORDANCE TO THE LA DLORD'S S REQUIREMENTS AND THAT THE TENANT'S SYSTEM IS READY T' BE CONNECTED TO THE N° =_° ' ° °°m W U' AND HEALTH CODES, NFPA CODES, °Z z°z_= z°z= n..4< N 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, END OF SECTION 233100 a=5_,..5. �O o O _- _ F-_ ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY LANDLORD'S SYSTEM. Z 3 4 - 3 W ,o i?. Q o INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 0=0 n.N= z o z o N a N s w z y � ��p N d �[°�� [90 HYW�U� CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A W W W°W° W=°O 4- .W= ._�W 3. PIPING SPECIALTIES ...„.=° av'.+r... o..w it� w-Q SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS AWARDED, CHANGE ORDERS FOR INCREASED COSTS DUE TO CODE ISSUES WILL NOT 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT SECTION 233300 s a kv W 4 C <N° 0 `^z W BE ACCEPTED BY ESD&C. PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT A. PRESSURE/TEMPERATURE TEST 'LUGS (PETE'S PLUG) - 1/4 INCH NPT FITTINGS TO RECE E EITHER A TEMPERATURE OR PRESSURE AIR DUCT ACCESSORIES --� DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY NI PROBE, 1/8 INCH O.D. FITTING ND CAPS SHALL BE BRASS WITH VALVE CORE OF NOR L, RATED AT 400 PSIG, 0 TO 200 c0 DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE D. LICENSES, PERMITS, DSPECTIONS & FEES ALSO SUBJECT TO LANDLORD CRITERIA. DEGREES F. CD r' A. FLEXIBLE CONNECTIONS 0 - 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPUT B. STRAINERS - "Y" PATTERN STRAINE'S, 125 PSIG, CAST IRON BODY WITH PERFORAT + STAINLESS STEEL SCREEN, THREADED FOR 2 ......, CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. INCHES AND SMALLER, FLANGED FOR -1/2 INCHES AND LARGER. SCREEN OPENINH SIZE AT 0.033 INCH FOR HEATING AND 1/8 1. FLEXIBLE COLLARS SHALL BE FURNISHED AND INSTALLED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, Q 2. FURNISH TO THE ESD&C S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF INCH FOR CHILLED OR CONDENSER WA ER. PROVIDE WITH SLOWDOWN VALVE WITH HOSE END FITTING. ETC.) AND DUCTS OR CASINGS. ALSO, FURNISH AND INSTALL FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 0 PROJECT. CNI 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED. 4. GENERAL INSTALLATION 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE-COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBIUTY TO o E. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS B. VIBRATION ISOLATION DEVICES ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. J A. INSTALL WATER MAINS WITHOUT PITCH. US ECCENTRIC REDUCING COUPUNGS AT CHANGES IN SIZE WITH THE TOP OF PIPES AT J 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE 1. SPRING VIBRATION ISOLATION DEVICES SHALL BE FURNISHED AND INSTALLED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, AIR SAME ELEVATION. Q USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED HANDLERS, ETC.) AND STRUCTURE. ISOLATORS TO BE SIZED ACCORDING TO LOAD WITH A MIN. 1" DEFLECTION. VIBRATING EQUIPMENT B. FLEXIBLE AIR DUCT L WILL BE SUBJECT TO APPROVAL IN WRITING BY ESD&C'S PROJECT MANAGER THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR B. BRANCHES TO UNITS BELOW MAINS TO BE TAK: FROM BOTTOM OF MAIN. AT A 45 DEGREE ANGLE, PITCH DOWNWARD TOWARD ACCEPTANCE PRIOR TO INSTALLATION. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. UNITS. BRANCHES TO UNITS ABOVE MAINS TO B. TAKEN FROM TOP OF AINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS 1. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1, UL LISTED AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT ., V UNITS. PITCH NOT LESS THAN 1" TO 10 FEET. CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE Z W 2. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO ESD&C PROJECT MANAGER FOR APPROVAL. SUBMISSIONS SHALL 2. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID INCLUDED AS SUCH IN THE BID. .. C) -, BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR ESD&C PROJECT MANAGER'S REVIEW WITHOUT CAUSING "GROUNDING" THE ISOLATOR. C. SEE MECHANICAL DETAIL DRAWINGS FOR APPLICABLE DETAILS. L Q 0 DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP AND/OR THE SIGNATURE OF THE GENERAL 2. FLEXIBLE AIR DUCT SHALL BE ATTACHED PER DETAILS ON THE DRAWINGS. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL Q < W CONTRACTOR AND THE SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE 3. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO D. PROVIDE UL USTED FIRE STOPPING SYSTEM AROUND , PIPING P'NETRATIONS THROUGH RATED WALLS. PENETRATIONS SHALL MEET APPLICATIONS. Y w WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. STRUCTURES, DUCTS, EQUIPMENT, ETC. THE REQUIREMENTS OF UL DETAILS WL1001 (UNINSULA 0 WALL AND WL5039 (INSULATED WALL). 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 4'-0" IN LENGTH AT ANY ONE LOCATION. A Q Z 4. CONSULT MANUFACTURER FOR APPLICATION DATA. END OF SECTION 232100 Q F. GUARANTEE C. SUPPLY AIR TAKE-OFF FITTINGS 0 0 N. 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR C. TESTING, AD.RlSTIHG, AND BM-ANODIC SECTION 232300 Z ° N 1. FURNISH AND INSTALL CONICAL, TAPERED OR 45 DEGREE SADDLE TAKEOFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALLATION W Z REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO IS A CURRENTLY LICENSED SHALL BE PER SMACNA LATEST EDITION. •, Cr � N MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY ESD&C'S PROJECT MANAGER. EXTENDED WARRANTIES ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. NO REFRIGERANT PIPING .w= o ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. OTHER BALANCE REPORTS WILL BE ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST 0 RECENT STANDARDS OF THEIR SOCIETY AND AS A MINIMUM SHALL INCLUDE THE INFORMATION AS SHOWN IN THE AIR BALANCE REVIEW A, REFRIGERANT PIPING: D. DAMPERS M N 0 2. THE EQUIPMENT MANUFACTURER SHALL GUARANTEE AND PROVIDE A 12 MONTH GUARANTEE TO ESD&C FROM THE DATE OF ACCEPTANCE. CHECKLIST IN THE GC PROJECT MANUAL PAYMENT OF ALL COSTS FOR TESTING AND BALANCING SHALL BE INCLUDED IN THE BID. Er THIS CONTRACTOR SHALL WARRANTY THE INSTALLATION OF THIS EQUIPMENT AND WILL BE RESPONSIBLE FOR ANY DAMAGE AND/OR HOWEVER, IT WILL BE THE G.C. THAT WILL CONTRACT DIRECTLY WITH THE AIR BALANCING COMPANY. 1. WHERE DESIGNATED, FURNISH AND INSTALL MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS AS SHOWN ,• Z MALFUNCTION CAUSED BY THE INSTALLATION. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL A COMP TE REFRIGERANT • •INC SYSTEM BETWEEN THE INDOOR FAN UNITS AND ON PLANS TO FACILITATE AIR BALANCING. DAMPER SHALL BE DURODYNE MODEL NO: K SERIES QUADRANT OR ESD&C APPROVED EQUAL Z a 2. FINAL TESTING, ADJUSTING AND BALANCING REPORT MUST BE COMPLETE AND SUBMITTED WITH FINAL CLOSE-OUT DOCUMENTS TO ESD&C 1 OUTDOOR CONDENSING UNITS. REFER TO PLANS TO DET RMINE IF A REFRIGE' NT SYSTEM IS REQUIRED. NEW PIPING IS REQUIRED. REUSE O (Il) o .. SYSTEM. OF EXISTING PIPING IS NOT ALLOWED. _ WEEK PRIOR TO MERCHANDISING DATE. 2. OPERATING HANDLES ON ALL DAMPERS SHALL BE TAGGED WITH A MINIMUM 18" LONG ORANGE MARKER TAPE. Q 'A Z t�r) � co . _ G. RECORD DRAWINGS 3. THE HVAC CONTRACTOR SHALL BE PRESENT FOR AIR BALANCE TO VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING 2. PIPING 3. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED, A REMOTE DEVICE, MANUALLY OPERATED SHALL BE USED. UNITS SHALL BE Q p N V 1. THIS CONTRACTOR SHALL MAINTAIN ONE SET OF DRAWINGS ON THE JOB SITE UPDATED WEEKLY TO RECORD ALL DEVIATIONS FROM SEQUENCES AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE ORDERED THREE WEEKS BEFORE INSTALLATION TO ALLOW FOR DELIVERY LEAD TIME. 0 U a, .. w WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION, EXCEPT AS NOTED OTHERWISE. HVAC CONTRACTOR SHALL ALSO INSTALL A NEW SET A. REFRIGERANT PIPING SHALL BE TYPE ACR •PPER TUBING. TUBING SHALL BE LEAN AND CLEAR OF DEBRIS, AND EVACUATED WITH Ii. 3' L Q CONTRACT DRAWINGS, SUCH AS: OF FILTERS ONE DAY PRIOR TO MERCHANDISING. A DEEP VACUUM PRIOR TO REFRIGERANT • ARGE. THE CONTRACTOR SHALL CO FIRM THE DIAMETER OF THE REFRIGERANT PIPING Z Cr • RUNS IN EXCESS OF 50 EQUIVALENT FE WITH THE ARCHITECT, ENGINEER, AN MANUFACTURER FOR ALL SPUT SYSTEMS. NO SMOKE DAMPERS i O • H ce 0., A. REVISIONS,OF CONCEALED AND PIPING VALVES AND DUCTS. 4. BALANCE LANDLORD MEDIA QUANTITIES TO WITHIN 5% OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, REFRIGERANT PIPING RUNS EXCEEDING +0 EQUIVALENT FEET ARE TO BE INST• ;D WITHOUT EXPRESS BRANDS' PERMISSION. THE . . . ; y C) Ct. v j Z ..B. REVISIONS, ADDENDUM, AND CHANGE ORDERS. 1. FURNISH AND IN ■ RY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS S GNED FOR t� Z BELTS OR PULLEYS NEEDED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL MANUFACTURER SHALL PROVIDE ALL F AL PIPE SIZING AND COIL SELECTIONS FOR L REFRIGERANT PIPING SYSTEMS. W w W U C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COST TO ESD&C. HORIZONTAL OR VERTICAL FL+ ' AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED ALL CODE REQUIREMENTS. .�CD X »to U W a- °ci0 4:t COORDINATION WITH OTHER TRADES. B. ALL FITTINGS AND JOINTS SHALL B WROUGHT COPPER OR CAST BRONZE (ANSI B16.•2). AU. COPPER TO COPPER JOINTS SHALL 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE • `" • AND : + GREE F FUSIBLE LINK, TYPE B, AS MINIMUM. FURNISH (0 o- O C.0 w (!I 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER, ETC.) AND BE BRAZED WITH A COPPER-PHOS`HORUS ALLOY AND ALL OTHER JOINTS SHALL BE :' ZED WITH SILFOS-5 ALLOY. AND INSTALL ACCESS DOORS AS NECESSARY. CI- • C') - VI C3 w 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THIS CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. FAILURE TO KEEP THESE RECORDS WILL ALLOW ESD&C TO DIRECT OPERATING STATUS RECORDED IN THE BALANCE REPORT. C. ALL ELBOWS ARE TO BE LONG DIES TYPE. REVISIONS: THE GENERAL CONTRACTOR TO PROVIDE THESE RECORDS AT HIS EXPENSE PRIOR TO FINAL PAYMENT. 3. FURNISH AND INSTALL ALL NCCES :: "+1 LNG AND SLEEVES FOR DAMPER MOUNTING P , I CODE REQUIREMENTS. 6. AIR BALANCING CONTRACTOR IS TO CONFIRM OVERRIDE OF MINIMUM OUTSIDE AIR INTAKE UPON CO2 MONITORING CONFIRMATION. FOR CO2 P REQUIRED BY: DATE H. DISCREPANCES IN DOCUMENTS MONITORING CONTACT, SEE CONTACT INFORMATION ON SHEET M02.3. 3. INSTALLATION 4. FIRE SMOK ' _ ' SHALL BE FURNISHED AND INSTALLED WITH ELECTRIC POWERED MECHANISM. COORDINATE ' - RICAL 1 LANDLORD & euic. DEPT. maims 08/12/10 • -4 OR FOR POWER REQUIREMENTS. 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE 7. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO ESD&C FOR APPROVAL. THE A. REFRIGERANT PIPE SIZING ALL BE THE RESPONSIBILITY OF THE HVAC SUPPLIER. CONTRACT.' WILL PROVIDE A SCHEMATIC MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, GENERAL CONTRACTOR SHALL VERIFY THE COMPLETENESS OF THE REPORTS PRIOR TO SUBMITTING TO ESD&C. SUBMIT ONE COPY OF FINAL PROPOSED LAYOUT OF TH' SYSTEM INCLUDING ALL ELBOWS, RISES, RUNS, ETC., WITH DIMENSP NS. THE HVAC SUPPLIER WILL THEN END OF SECTION 233300 ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE APPROVED AIR BALANCE REPORT TO MALL GENERAL MANAGER. PROVIDE WRITTEN DOCU NTATION OF PIPE SIZES AND ADDITIONAL REQUIRED SYSTEM COMPONE S TO THE FIELD. ESD&C'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, ESD&C 8, THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED B. SUCTION UNES SHALL VE ADEQUATE LIFT TRAPS AND/OR DOUBLE SUCTION RISERS TO MEET TH. REQUIREMENTS OF FIELD PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION ON THESE DRAWINGS. ALL SYSTEMS UNABLE TO BE COMPLETELY BALANCED AT THE TIME OF ORIGINAL BALANCE MUST BE BALANCED IN CONDITIONS AND EQ PMENT MANUFACTURER'S RECOMMENDATIONS. PERMITTED. FUTURE AT NO ADDITIONAL EXPENSE TO ESD&C THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT ESD&C DEEMS NECESSARY I. PHASING REQUIREMENTS AT NO ADDITIONAL COST TO ESD&C. C. BRAZE ALL JOINTS WITH SILFOS-5 STARTING AT THE INDOOR UNIT AND WORKING TOWARD THE OUTDO di UNIT. THE SEALS ON THE OUTDOOR UNIT S ALL BE BROKEN LAST. A NITROGEN BLEED SHALL BE USED DURING ALL BRAZING AN I ANY TIME THE SYSTEM IS 1. THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC, D. YES OPEN. AU. OP UNES SHALL BE CAPPED AND SEALED BEFORE LEAVING THE SITE DURING CONSTRUCT 'N. PRESSURE TEST FOR PLUMBING AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE IN WRITING WITH ESD&C'S PROJECT MANAGER AND THE LEAKS WITH A INERT GAS UP TO 245 PSIG. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM IS TIGHT. EVACUATE ENTIRE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE PROTECTION SYSTEMS. 1. GATE VALVES, AND SMALLER: CLASS 150, BODY AND UNION BONNET OF ASTM B 62 CAST BRONZE WITH ' +ED OR SOLDER SYSTEM TO 2 q) MICRONS OF MERCURY. CHARGE SYSTEM WITH 25 PSI OF R-22 AND A INERT GAS TO 2 PSI AND RETEST *INDICATES NO REVISION TO THIS SHEET ENDS, INTEGRAL SEAT, ' %,ABLE SOUD BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE-' ' c BLE UNDER PRESSURE. SYSTEM. EN 'ME CRANK CASE HEATERS 24 HOURS PRIOR TO STARTING COMPRESSOR TO ENSURE THAT AL, REFRIGERANT LIQUID J. DEMOLITION BALL VALVES ARE ACCEPTED QUAL SUBSTITUTION. IS OUT OF HE COMPRESSOR. : :. 0 SHREMSHOCK 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION 2. GATE VALVES, 2-1/2 INCH AND LARGER: CLASS '- AST IRON BODY, RENEW • - • ONZE SEATS AND SOUD WEDGE DISC, RISING D. UPON C. PLETION OF TESTING, BUT BEFORE THE REFRIGERANT PIPING INSULATION IS APPLIED, THE PIPING MU BE INSPECTED BY PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT STEM, FLANGED ENDS, •AND RE-PACKABLE UNDER PRESS' A REP''SENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. Shremshock Engineering, Inc. INTACT. a :,• 6130 S.Sunbury Rd. Westerville,OH 43081 3. SWING CHECK VALVES, 2-INCH AND SMALLER: CLASS , BRONZ AND CAP CONFORMING TO ASTM B 62 WITH HORIZONTAL E. INSU TE THE REFRIGERANT SUCTION LINES AND CONDENSATE UNES WITH RUBATEX OR ARMSTRONG 1 INCH THICK 'IPE INSULATION t:614 545 4550 f:614 545 4555 2. THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING HVAC UNITS, HYDRONIC PIPING, SWING, Y-PATTERN, RENEWABLE BRONZE DISC ; 'AVING THREADED OR SOLD ' ' DS. WIT, FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50 IN CCORDANCE REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS WI INDUSTRY STANDARDS. DO NOT INSULATE THE HOT GAS (LIQUID) UNES OR ANY HOT GAS BYPASS. , ;. PO 4 SWING CHECK VALVE, 2-1/2 , ` ND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, ' •NTAL SWING, RENEWABLE BRONZE K .�`" ` ' SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DISC, FLANGED ENDS APABLE OF BEING REFITTED WHILE THE VALVE REMAINS IN THE LINE. F. ROVIDE UL USTED FIRE STOPPING SYSTEM AROUND ALL PIPING PENETRATIONS THROUGH RATED WALLS. PENETRATIONS ALL MEET �.Y ' '_ � `" DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN . ` �' . ., . THE SPACE OR ON THE ROOF NOT APPUCABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO _ THE REQUIREMENTS OF UL DETAILS WL1001 (UNINSULATED WALL) AND W15039 (INSULATED WALL). ' ' MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISE 5. COM BALANCING AND SHUTOFF VALVES: BELL & GOSSETT CIRCUIT SETTER WITH LOCKING SET POINT. A CIRCUIT S INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS NCE WHEEL MUST BE INCLUDED WITH 0 & M MANUAL. TACO OR GRISWOLD ARE CONSIDERED AS EQUAL 4. IN ECTION PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. END OF SECTION 230500 CONTRACTOR MUST PREPARE AND SUBMIT A COMPLETE PIPING SCHEMATIC TO THE LOCAL MANUFACTURER REPRESENTATIVE FOR CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL4/0 op `, j °` SECTION 230700 APPROVAL PRIOR TO BEGINNING INSTALLATION. UPON COMPLETION OF PIPING, THIS CONTRACTOR MUST CALL THE LOCAL �. ' _ _ REPRESENTATIVE FOR FIELD INSPECTION OF WORK PERFORMED. ALL ITEMS FOUND TO BE INADEQUATE FOR PROPER PERFORMANCE ` ''t n. ,t� ;we.. K. SLEEVES HVAC INSULATION BY MANUFACTURER REPRESENTATIVE MUST BE CORRECTED. THIS INSPECTION IS PERFORMED AT ESD&C EXPENSE. �.. '..�_ 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACIUTIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND i ,I7 ��, "'' '� A. DUCTWORK DISULATWN END OF �CTR?N 232800 /i3/iO THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE 1. FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE W I TH � THE FLOOR, WHICH SHALL EXTEND f ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. SECTION 233100 DATE ISSUED: 06/25/10 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. ALL RECTANGULAR DUCTWORK (SUPPLY AND RETURN) SHALL BE HVAC DUCTS AND CASINGS REFERENCE ONLY DESIGNED BY: RP 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SIUCONE INTERNALLY INSULATED WITH 1" THICK, 1-1/2 LB. DENSITY LINER (C=0.28 0 75 DEGREE F). WHEN A COMPLETE DUCTED RETURN AIR NOT APPROVED WITH THIS PERMIT RTV FOAM, 3M FIRE RATED SEALANTS OR EQUAL SO AS TO RETAIN THEIR FIRE RATING. SYSTEM IS INDICATED ON THE DRAWINGS, ONLY THE 15'-0" OF THE RETURN AIR DUCT CLOSEST TO THE MR HANDLING UNIT IS TO BE DRAWN BY: RP 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH INSULATED. UNER IS TO HAVE A COATED SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND MECHANICAL CHECKED BY: JTP EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT UNER SEPARATION FROM THE DUCT. ALL TRANSVERSE A. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. EDGES TO BE COATED WITH ADHESIVE. INSTALLED R VALUE OF 4.2 MINIMUM. 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT AND APPROVAL BY THE GENERAL CONTRACTOR. A SKETCH MUST BE M E C H A N I C A L ' 3. ALL OUTDOOR AIR (ROUND, OVAL, AND RECTANGULAR) AND ROUND/OVAL SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH SUBMITTED INDICATING DEVIATIONS FROM DESIGN AND MUST BE APPROVED BY ESD&C'S PROJECT MANAGER PRIOR TO FABRICATION OR L. SCOPE OF WORK A MINIMUM OF 1 1/2" THICK, 1# DENSITY (R=5.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED INSTALLATION. SPEC I F I C A T I O N S THROUGHOUT DUCT SYSTEM, EXCEPT LINED DUCTWORK SPECIFIED ELSEWHERE AND EXHAUST DUCTWORK. ALL JOINTS MUST BE 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACIUTIES NECESSARY OVERLAPPED AND TUCKED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE WALLS, FLOORS AND OTHER PENETRATIONS. ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE ENFORCED, (1 E. HVAC SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, UMC, BOCA, ETC.) USE THE MOST STRINGENT CODE FOR DUCT CONSTRUCTION STANDARDS. BUT NOT BE UMITED TO THE FOLLOWING: 4. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN DRAWING NUMBER: 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84-05, OR AS REQUIRED BY LOCAL CODES. \ 1•.____., MECHANICAL SPECIFICATIONS NTS ODM011AOSPE j j ,: 1i GENERAL NOTES HVAC EQUIPMENT COMMISSIONING, ",1 N SUPPLY AIR DIFFUSER NEW DUCTWORK ALL NOTES INCLUDED HEREIN ARE MADE PART OF EACH AND ALL MECHANICAL, ELECTRICAL AND PLUMBING SECTIONS OF WORK. DETAILED HVAC COMMISSIONING INFORMATION IS INCLUDED IN THE ESD&C SITE MANUAL PROVIDED TO THE CONTRACTOR AT THE START OF THE NEW PROJECT. FAN TERMINAL UNIT SCHEDULE Pi RETURN AIR GRILLE 2 2 NEW DUCTWORK 1. REFER TO LANDLORD'S SPECIFICATIONS AND TENANT DESIGN CRITERIA FOR NECESSARY INFORMATION AND COORDINATION WITH OTHER MARK VAV-1 VAV-2 VAV-3 VAV-4 TRADES. MANUFACTURER WILL CONTACT THE CONTRACTOR EARLY IN THE PROJECT TO SET PREUMINARY DATES FOR HVAC INSPECTION, COMMISSIONING TRANE PACKAGE NUMBER VPEF VPEF VPEF YPEF '.1f EXISTING EXISTING DUCTWORK TO Z AND HVAC CONTROLS COMMISSIONING. REMAIN MODEL YPEF VPEF VPEF VPEF r \ SUPPLY AIR DIFFUSER 2. THE ABBREVIATION ESD&C WHEREVER IT APPEARS IN THE DRAWINGS, SHALL REFER TO "EXPRESS STORE DESIGN AND CONSTRUCTION". FAN SIZE 05SQ 05SQ 05SQ 05SQ ANY REFERENCE TO TENANT, BRAND SPECIFIC (EXPRESS, ETC.) OR FURNISHED BY ANY OF THE ABOVE REFERS TO ESD&C. PRIOR TO HVAC INSPECTION / COMMISSIONING (TO BE COMPLETED BY MECHANICAL SUBCONTRACTOR) INLET SIZE 14" DIA. 14" DIA. 14" DIA. 14" DIA. j EXISTING EXISTING DUCTWORK TO RETURN AIR GRILLE BE REMOVED C� (,) : ::r:r 3. ANY DISCREPANCY BETWEEN ESD&C DRAWINGS AND TENANT CRITERIA, ESD&C DRAWINGS SHALL TAKE PRECEDENCE. - --- - • 1.. CONNECT AND BLEED CONDENSATE, DUCTWORK, NATURAL GAS, CHILLED WATER PIPING, AND/OR CONDENSER WATER PIPING. MAXIMUM PRIMARY AIR FLOW (CFM) 2445 2445 2445 1650 Zr 2. CHARGE HVAC SYSTEMS WITH REFRIGERANT FOLLOWING MANUFACTURERS' GUIDELINES AND INSTRUCTIONS. COLD WEATHER CONDITIONS MINIMUM AIR FLOW (CFM) 645 645 645 270 C ?:r 4. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL INSTALLED ITEMS AND LOCATIONS ARE NOT EXACTLY PLACED REQUIRE SPECIFIC PROCESSES, CONTACT MANUFACTURER FOR TECHNICAL SUPPORT. FAN PERFORMANCE ACCESS PANEL FLEXIBLE AIR DUCT I- ''` AND ARE NOT TO BE SCALED. 3. CONNECT POWER TO THE HVAC EQUIPMENT FOR A MINIMUM OF 24 HOURS. NOTE: IN COLD WEATHER SITUATIONS, DO NOT OPERATE MAXIMUM AIR FLOW (CFM) 750 750 750 710 4,-O" MAX. CO .rr:.: THE UNITS PRIOR TO COMMISSIONING! EXTERNAL STATIC (IN W.C.) 0.5 0.5 0.5 0.5 EXHAUST AIR REGISTER E Z <:::: 5. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELATED PERMITS AND INSPECTION FEES. FAN MOTOR HP 1/2 1/2 1/2 1/2 <�f: HVAC EQUIPMENT SHOULD BE STARTED UP EARLY IN THE PROJECT. COORDINATE EARLY START UP OF EQUIPMENT WITH MANUFACTURER. ELECTRIC / / 3/4" E O 6. BEFORE COMMENCING ANY WORK, CONTRACTORS SHALL REVIEW THE LATEST NATIONAL, STATE AND LOCAL CODE REQUIREMENTS TRI HEAT 7 0 9 D LD(1) 3/4 6' LINEAR DIFFUSER NOTATION MANUAL VOLUME DAMPER -. E Cr.) ; POWER INPUT (KW) 7 0 7 0 INCLUDING LANDLORD CRITERIA AND PERFORM THE WORK IN STRICT ACCORDANCE WITH THESE. IN CASE OF CONFUCT THE STRICTER NOTE: THE GC MAY BE BACK CHARGED FOR ADDITIONAL AC SITE VISITS BEYOND THE FIRST THREE (3) NECESSARY TO DOCUMENT THE HEAT OUTPUT (KW) 23891 23891 23891 30717 �- APPROX. LENGTH, 6 FT COMBINATION FIRE/SMOKE < +--•- REQUIREMENTS WILL PREVAIL RESOLUTION OF THE HVAC PUNCHLIST ITEMS. "J O S '::r: STAGES 2 2 2 2 SLOT WIDTH, 3/4 IN. DAMPER Ci. - 7. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR ANY CHANGE ORDERS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSITE HVAC COMMISSIONING PROCESS ELECTRICAL NO. OF SLOTS, 1 _ :..r AND/OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. VOLTS/0/HZ 208/3/60 208/3/60 208/3/60 208/3/60 FIRE DAMPER E 0 VISIT 1: HVAC EOUIPMENT START UP FAN MOTOR AMPS 2 2 2 2 LINEAR DIFFUSER AUTOMATIC BACKDRAFT ( :<. A. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. FOR THE ELECTRIC HEATER AMPS 19.5 19.5 19.5 5.0 0 DAMPER PURPOSE OF SURVEYING EXISTING CONDITIONS, WHICH MAY AFFECT THE WORK TO BE DONE UNDER THIS SECTION, ANY 1. CONTRACTOR SHALL HAVE THE MECHANICAL AND ELECTRICAL SUBCONTRACTOR ON SITE DURING THE HVAC INSPECTION AND MCA (AMPS) 2. 1 2.41 3 .4 2 .0 " f' r.- DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE GENERAL CONTRACTOR, ESD&C OR THE LANDLORD'S FIELD REPRESENTATIVE COMMISSIONING. BUDGET 5 HOURS FOR THE HVAC INSPECTION AND COMMISSIONING. (NOTE: THESE HOURS ARE TO BE USED FOR THE ( ) SHEET METAL L PNG I- ,.: , COMPLETION OF THE COMMISSIONING PROCESS ONLY. ADDITIONAL HOURS WILL NOT BE APPROVED FOR WORK THAT WAS IN SCOPE MOCP (AMPS) 35 35 .. 35 40 WITH 1/2" LINING -�-- UNDERCUT DOOR D :,., `'` FOR CLARIFICATION. APPROX. WEIGHT (LBS) 1 1 '� "`�3 � • r::: AND NOT COMPLETED PRIOR TO THE COMMISSIONING PROCESS.) ':' ACCESSORIES 1-2 1-Z 1-2 1-2 ,��, CARBON DIOXIDE SENSOR OBD OPPOSED BLADE DAMPER � W <..,. B. AFTER BID, ANY QUESTIONS RELATING TO SPECIFIC M, E, OR P ISSUES ARE TO BE DIRECTED AS RFI'S THROUGH THE ESD&C 2. CONTRACTOR TO COMPLETE AND EMAIL, OR FAX, THE HVAC EQUIPMENT START UP SURVEY TO MANUFACTURER PRIOR TO THE HVAC pin C : PROJECT MANAGER. STARTUP. NOTES " " 1-2 1-2 1-2 _ 1-2 HUMIDISTAT ,:: 3. MANUFACTURER COORDINATES THE HVAC EQUIPMENT COMMISSIONING. CONTRACTOR IS RESPONSIBLE FOR COMMUNICATING SCHEDULE ACCESSORIES ( S INDICATES STANDARD; O INDICATES"OPTIONAL): (R) RELOCATED W Q • C. SHOULD THE SPACE HAVE BEEN INACCESSIBLE FOR INSPECTION CONTRACTOR MUST INDICATE SO ON HIS BID. DATE CHANGES TO MANUFACTURER AND SUBCONTRACTORS. 1. S-FACTORY PROVIDED DISCONENCT SWITCH. Q TEMPERATURE SENSOR DC I'� : : 4. PROVIDED THERE ARE NO HVAC INSTALLATION ISSUES. SYSTEMS SHALL BE STARTED FOR TEMPORARY OPERATION ON LOCAL CONTROL. 2. S-FACTORY PROVIDED CONTROL TRANSFORMER. T THERMOSTAT (E) EXISTING Q, ,; 8. THE GENERAL CONTRACTOR'S FIRE SPRINKLER SUBCONTRACTOR SHALL DESIGN AND INSTALL FIRE SPRINKLER SYSTEM CONFORMING TO 5. IF THERE ARE HVAC INSTALLATION PUNCHLIST ITEMS, THE GC MUST CORRECT THEM AND RESCHEDULE COMMISSIONING WITH X r< LANDLORD'S CRITERIA, TENANT'S REQUIREMENTS AND PER LOCAL CODES AND NFPA STANDARDS. MANUFACTURER. NOTES: SD ,, DUCT SMOKE DETECTOR _., __, - E :•. 1. REFER TO CONTROL WIRING SCHEMATICS FOR ANY FIELD INSTALLED CONTROL DEVICES NOT FACTORY INSTALLED. 9. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF THE AWARD OF THE CONTRACT, SHALL SUBMIT TO THE OWNER, SIX (6) COPIES OF A VISIT 2: HVAC CONTROLS COMMISSIONING 2. STAND ALONE DDC CONTROL SYSTEM BY TRANE 1-ii POINT OF CONNECTION �. COMPLETE UST OF MATERIALS AND EQUIPMENT PROPOSED FOR THE JOB INCLUDING ALL DATA, PART NUMBERS, RATING CAPACITY, SIZE, "Cl DIMENSIONS, ELECTRICAL DATA, GRADE, MANUFACTURER, AND ANY OTHER DESCRIPTIVE DATA FOR ALL EQUIPMENT OR SYSTEMS THAT THE CONTROLS COMMISSIONING IS PERFORMED BY THE MANUFACTURER IN CONJUNCTION WITH THE GENERAL CONTRACTOR AND THE DEVIATE FROM SPECIFIED ITEMS. ANY DELAYS OR COSTS DUE TO THESE DEVIATIONS, WILL BE THE RESPONSIBIUTY OF THE CONTRACTOR. MECHANICAL AND ELECTRICAL SUBCONTRACTORS. ALLOW FOR 4 HOURS TO COMPLETE THE CONTROLS COMMISSIONING. (NOTE: THESE HOURS NTS ARE TO BE USED FOR THE COMPLETION OF THE COMMISSIONING PROCESS Qom. ADDITIONAL HOURS WILL NOT BE APPROVED FOR WORK LEGEND AND S YM B 0 L S 000MO23DOSYMB C 10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL UNUSED OR ABANDONED MATERIALS AND EQUIPMENT, AND ITS THAT WAS IN SCOPE AND NOT COMPLETED PRIOR TO THE COMMISSIONING PROCESS.) REMOVAL OFF THE LANDLORD'S PREMISES. EXHAUST AND VENTILATION FAN SCHEDULE FOLLOW THE CONSTRUCTION DRAWINGS AND MANUFACTURER'S DETAILS AND DRAWINGS DURING THE INSTALLATION OF THE HVAC CONTROL MARK EF-1 0 THUMB WHEEL TEMPERATURE SENSORS FURNISHED BY MANUFACTURER, INSTALLED AND WIRED BY MECHANICAL CONTRACTOR 48" A.F.F. 11. OWNER RESERVES THE RIGHT TO HAVE CONSTRUCTION REVIEWED BY AN OUTSIDE CONSULTANT PRIOR TO ACCEPTANCE OF THE PROJECT. EQUIPMENT. MANUFACTURER LOREN COOK SEE SHEET M04.1 FOR RESPONSIBIUTY SCHEDULE. MOIL GEMINI 122 KII2 PARALLEL FAN POWERED VARIABLE-AIR-VOLUME (VAV) BOX FURNISHED BY ESD&C AND INSTALLED BY THE MECHANICAL CONTRACTOR. z 12. EACH CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP RELATED TO HIS WORK FOR A MINIMUM PERIOD OF ONE YEAR 1. CONTRACTOR TO COMPLETE AND EMAIL, OR FAX, THE CONTROLS COMMISSIONING SURVEY TO MANUFACTURER PRIOR TO THE CONTROL TYPE CEILING MOUNTED ( , } N z z o a° FROM THE DATE WHICH THE OWNER ACCEPTS THE PROJECT. THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER OR TENANT COMMISSIONING. DRIVE TYPE DIRECT VAV BOX SHALL BE CONNECTED TO THE LANDLORDS MAIN AIR DISTRIBUTION SYSTEM WITH DUCT SIZES AS SHOWN. VAV CONTROLS W o i Z CONNECT THE HVAC CONTROLS TO AN OPERATIONAL ANALOG PHONE LINE OR ETHERNET CONNECTION TO ALLOW COMMUNICATION. IF SHALL BE DDC BY TRANE. CONTRACTOR MUST VERIFY MODEL NUMBERS AND ELECTRICAL REQUIREMENTS PRIOR TO INSTALLATION. W W° y z SHALL CORRECT ANY DEFECTS IN MATERIALS OR WORKMANSHIP DURING THIS GUARANTEE PERIOD. 2. � y� s Z W � °W�e 8 z NECESSARY, UTILIZE SITE FAX UNE TO CONNECT TO THE CONTROLS MODEM IN THE IFS PANEL. PERFORMANCE VERIFY BOX INLET AND OUTLET CONNECTION SIZES AND INCLUDE DUCT TRANSITIONS AND FLEX DUCT CONNECTIONS IN BID. INCLUDE 3 a m O N j r°= w o a M O -m AIR FLOW (CFM) 75 mu, ° 3 a W 0.W= 13. EACH CONTRACTOR SHALL BE RESPONSIBLE AND ENSURE A CLEAN INSTALLATION ESPECIALLY IN EXPOSED CEIUNG AREAS. THE FINAL 3. CONTACT MANUFACTURER AT THE SCHEDULED TIME FOR THE CONTROLS COMMISSIONING. ( ) DUCT DIAMETERS PRIOR TO BOX INLET. W y 0.=,6-=....„ ' W O.Z�GC m=S Z ....LT, O 4. PROVIDED THERE ARE NO OPEN ISSUES, VISIT 2 IS COMPLETE. IN THE EVENT THERE ARE OPEN ITEMS, THE GC MUST CORRECT THEM EXT. STATIC (IN W.C.) 0.375 °s a c•--a 5 mE d W APPROVAL OF THIS WORK WILL BE ISSUED BY ESD&C PROJECT MANAGER. `�N(° 2!5,12 .� _ AND RESCHEDULE THE CONTROLS COMMISSIONING. FAN SPEED (RPM) 1500 3 SUPPLY AIR AND INLET CONNECTION FROM VAV BOX SHALL BE MADE FULL SIZE OF EQUIPMENT OPENING WITH FLEXIBLE DUCT L-2=5.4,-,t Q z O o w F'y' ELECTRICAL CONNECTIONS. o v m w y Z ') o o W W•14. PROVIDE THREE SETS OF "AS-BUILT" DRAWINGS AND TWO BOUND SETS OF ALL OPERATIONS MANUALS, DIAGRAMS, SERVICE CONTRACTS VISIT 3: FINAL HVAC INSPECTION VOLTS/la/HZ 120/1/60 4 SUPPLY AIR TEMPERATURE SENSOR FURNISHED BY MANUFACTURER, INSTALLED AND WIRED IN DUCT BY MECHANICAL CONTRACTOR. SEE y°y` W Q°_�, AND GUARANTEES TO ESD&C PRECEDENT TO FINAL PAYMENT. A REPORT PREPARED BY AN INDEPENDENT AIR BALANCE CONTRACTOR, a o°o C Z't a, o y HIRED BY GC, MUST BE INCLUDED IN THE CLOSE-OUT PACKAGE. FAN MOTOR WATTS 70 SHEET M04.1 FOR RESPONSIBIUTY SCHEDULE. a o z ``W W° ,,^o a N yGmZ° _��Z�� THIS VISIT IS TO DO A FINAL INSPECTION OF THE HVAC EQUIPMENT AND CONTROL INSTALLATION. THIS VISIT MUST TAKE PLACE PRIOR TO -'8f4 `Wd o z y Q W W O CONSTRUCTION COMPLETION. APPROX. WEIGHT (LBS) 15 /� TENANT CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL HVAC EQUIPMENT. COORDINATE WITH LANDLORD ENGINEER PRIOR ;z°Z 3 °° ~z SERVES RESTROOM z a o>_.,,,.E.W Z= 'c!)ACCESSORIES 1 TO BID AND CONSTRUCTION. o�N�� a��W� �o�< HVAC GENERAL NOTES THE FOLLOWING ITEMS MUST BE COMPLETED PRIOR TO THE INSPECTION: NOTES 1 s EXISTING UTIUTIES (DUCTWORK, PIPING, CONDUIT, ETC.) TO REMAIN. TYPE AND ELEVATION ARE AS NOTED. FIELD VERIFY EXACT L_F y a n o E b o � LOCATION AND SIZE. i'W O t y =W W�V ‘'L-L12 ,1'.°" 1. HVAC SYSTEM INSTALLATION IS COMPLETE - NO OPEN PUNCHUST ITEMS EXCEPT FOR POSSIBLY THE PERMANENT PHONE LINE. ACCESSORIES i"S" INDICATES STANDARD; "0" INDICATES OPTIONAL): W.-W-Wj W ->"'.�o O 2. AIR BALANCE IS COMPLETE. NOTE: AIR BALANCE IS IN THE CONTRACTOR'S SCOPE OF WORK. W°W a &a W N°W=o 1. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT MECHANICAL 1. S-BIRD SCREEN, S-BACKDRAFT DAMPER, S-DISCONNECT SWITCH. 7� ESD&C SHALL PROVIDE AND MECHANICAL CONTRACTOR SHALL INSTALL NEW CEIUNG MOUNTED EXHAUST FAN, COMPLETE WITH :-::::-% a =.Q a-3 _.PLAN CHECK DIVISION AND THAT DIVISION'S STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. , " ' - 2 2 8 N o W W THE GC MUST COMPLETE TRANS S SITE VISIT j3 SURVEY PRIOR TO THE VISIT BEING SCHEDULED. INTEGRAL BACKORAFT DAMPER. EXHAUST CAPACITY SHALL BE 75 CFM AT 0.5 S.P. INSTALL AND SECURE PER MANUFACTURES Z °Z a y o�c a v _z Z 2. COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT UNITED TO ELECTRICAL, PLUMBING, FIRE PROTECTION AND STRUCTURAL NOTES: INSTRUCTIONS. EXTEND TO ROOF PENETRATION WITH ROOf CAP AND CURB. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. ALL 4 d W W _°- ROOF WORK SHALL BE PERFORMED BY LANDLORD'S APPROVED ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE °°W a=o CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, THE CONTRACTOR IS RESPONSIBLE FOR HAVING THE MECHANICAL SUBCONTRACTOR AND THE ELECTRICAL SUBCONTRACTOR ON SITE DURING THE 1. INTERLOCK WITH LIGHTS. W4 0 o o W W m, "'..`sr,-,w DUCT, ETC. IS TO COME IN CONTACT WITH ANY EQUIPMENT. FINAL INSPECTION. BUDGET 4 HOURS FOR THE FINAL INSPECTION. 08 OPENINGS IN DEMISING WALL ABOVE CEILING FOR RETURN AIR TO REMAIN. FIELD VERIFY EXACT LOCATION AND SIZE. W Q <W z Q.~~. ..F__.,~_O} y O o._=F y d'O O W V y J<O - 1 THE CONTRACTOR IS RESPONSIBLE FOR COMMUNICATING SCHEDULE DATE CHANGES FOR THE FINAL INSPECTION 0 ...,,.==Z Z Q o o Z z~ o 3. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK. UH-1• ELECTRIC UNIT HEATER, OMARK MODEL 0581 FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR WHERE SHOWN 2 a. . a z,..-4, .a,,o a° 2. FILTERS ARE TO BE REPLACED DURING THIS VISIT. FILTERS ARE TO BE PROVIDED BY THE CONTRACTOR AND SHALL BE ON SITE WHEN • °o°,,, z o z,N Q y =.W z y y 4 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. THE TRANE TECHNICIAN ARRIVES. L USTED, HUNG BELOW CEILING FROM WALL BRACKET AND HAVE A HEATING CAPACITY OF 5 0 KW. m °y O e°o t r "° ON PLANS. UNIT SHALL BE U. W W W o W W o O E3 E5 >-W 5 W-- S V'I�-�� to �ZC.�W 1'y C)O��Um 3. WHEN COMPLETE AND ALL OPEN CONTRACTOR HVAC ISSUES ARE RESOLVED A CONTROL NUMBER IS ISSUED BY THE MANUFACTURER. UNIT VOLTAGE SHALL BE 208V. 3PH. 60 HZ. UNIT SHALL BE COMPLETE WITH MOUNTING BRACKETS AND INTEGRAL SURFACE MOUNTED a s a w W Q W.c N a ° ^?W N IT IS RECORDED INSIDE THE CONTROL PANEL DOOR IN THE IFS ELECTRICAL PANEL AND ON THE FINAL VISIT CHECK LIST. THERMOSTAT SET AT 58"F. 5. CONTRACTOR SHALL PROVIDE CUT SHEETS TO ESD&C FOR ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE 4. IN THE EVENT THERE ARE OPEN ITEMS, THE CONTRACTOR MUST CORRECT THEM AND RESCHEDULE THE FINAL INSPECTION WITH cv M FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. 10 DUCT MOUNTED SMOKE DETECTOR FURNISHED BY ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY MECHANICAL CONTRACTOR. a C, MANUFACTURER. GC IS RESPONSIBLE FOR REPLACEMENT OF SHEAVES, PULLEYS, AND BELTS, IF NEEDED. POWER WIRING SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. INTERLOCK TO SHUT DOWN UNIT UPON DETECTION OF SMOKE. 0 U- 6. -HVAC CONTRACTOR IS RESPONSIBLE TO INQUIRE WITH THE LANDLORD'S REPRESENTATIVE ON ANY SMOKE EVACUATION SYSTEM IN USE 5. THE HVAC CONTROL NUMBER WILL BE ISSUED AT THE END OF THE VISIT PROVIDED THERE ARE NO UNRESOLVED HVAC PUNCHLIST ■■ a 0 AT THE MALL AT THE TIME OF THE BID. IF THE SAID SYSTEM IS NOT ADEQUATELY DESCRIBED ON THE DRAWINGS, THE MECHANICAL ITEMS. CD CONTRACTOR IS RESPONSIBLE TO INFORM THE GENERAL CONTRACTOR AND INCLUDE THE COST AS A SEPARATE LINE ITEM IN THE BID. THE TRANE TECHNICIAN WILL WRITE THE HVAC CONTROL NUMBER ON THE STICKER INSIDE THE WR CONTROLS PANEL (IFS PANEL) AND ON THE 0 NO ADDITIONAL MONEYS SHALL BE AWARDED FOR TIE-IN REQUIREMENTS TO A LANDLORD'S SMOKE EVACUATION SYSTEM THAT IS IN FINAL VISIT CHECK LIST. E C‘I XISTENCE AT THE TIME OF THE BID, WITHOUT HAVING IDENTIFIED A SEPARATE UNE ITEM FOR THE SMOKE EVACUATION SYSTEM AT THE p TIME OF THE BID. N 7. ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE/MAINTENANCE EASE. Q 8. PRIOR TO STARTUP OF HVAC EQUIPMENT, MECHANICAL CONTRACTOR WILL CONFIRM WITH ONE OF THE LISTED HVAC MANUFACTURER LA- 4k REPRESENTATIVES THAT CORRECT POWER FOR EQUIPMENT HAS BEEN PROVIDED TO ESD&C PROVIDED HVAC UNITS AND HAS BEEN TURNED ON FOR A MINIMUM OF 24 HOURS. ESD&C RESERVES THE RIGHT TO CHECK CONSTRUCTION COMPLIANCE WITH PLANS AND •• I- SPECIFICATIONS. SHOULD THE OWNER FIND CORRECTIVE WORK TO BE NECESSARY, HE WILL NOTIFY CONTRACTOR OF SUCH WORK IN Z w WRITING AND EXPECT COMPLIANCE PERFORMED WITH DUE DILIGENCE. IF ANY CORRECTIVE WORK IS DEEMED TO BE NECESSARY, THE NATIONAL ACCOUNTS HVAC SUPPLIER GENERAL NOTES •• 0 -, COST OF REINSPECTIONS WILL BE BORNE BY THE CONTRACTOR. THE MECHANICAL CONTRACTOR WILL THEN ENSURE THAT THE NTS O < 0 IX t EQUIPMENT IS POWERED FOR A MINIMUM OF 24 HRS BEFORE START-UP. CODED NOTES �r r r l r r r r � B Y w a 9. IF WORK IS REQUIRED BY ESD&C IN ORDER TO IMPROVE, CHANGE OR CORRECT AIR CONDITIONING OPERATIONAL CONDITIONS DUE TO: HVAC EQUIPMENT NOTED HAS BEEN PREPURCHASED BY EXPRESS STORE DESIGN & CONSTRUCTION. WITHIN THE FIRST WEEK OF `�I `�� , U Z W PART MALFUNCTION, WARRANTY OR OTHER INABILITY TO PROVIDE THE COMFORT CONDITIONS REQUIRED BY THE STORE, CONTRACTOR CONSTRUCTION, THE GENERAL CONTRACTOR OR THEIR MECHANICAL SUBCONTRACTOR SHALL NOTIFY SUPPUER VIA EMAIL AABC AMERICAN MR BALANCE COUNCIL ID INSIDE DIAMETER A p CL 0 Q SHALL BE DIRECTED BY ESD&C TO ADDRESS THIS WORK IN A TIMELY MANNER. IF IT BECOMES EVIDENT THAT THE CONTRACTOR CANNOT A/C AIR CONDITIONING UNIT IN INCH Q ACCOMPLISH THE TASK, THEN AFTER 72 HOURS OF WRITTEN NOTICE THE OWNER MAY, AT HIS DISCRETION, TAKE OVER SUCH WORK THE EMAIL SHALL STATE THE PHONE NUMBER, EMAIL ADDRESS AND DEUVERY ADDRESS OF THE CONTACT PERSON RESPONSIBLE O AND BACK CHARGE THE CONTRACTOR FOR ANY CORRECTIVE WORK THAT WAS REQUIRED DUE TO LACK OF PERFORMANCE, WORKMANSHIP FOR SCHEDUUNG AND RECEIVING THE HVAC EQUIPMENT AND ACCESSORIES. EQUIPMENT AND ACCESSORIES ARE TO BE SHIPPED AD ACCESS BOVSS DOOR KW KILOWATT 0 w p or0 AND/OR ADHERENCE TO PLANS AND SPECIFICATIONS. BY ANY SPECIAL SHIPPING INSTRUCTIONS REQUIRED OR REQUESTED. ALLOW A MINIMUM OF TWO WEEKS AFTER CONSTRUCTION AFD APPROVED FIRE DAMPER W Z N STARTS FOR DELIVERY UNLESS SPECIAL ARRANGEMENTS ARE MADE PRIOR TO THE START OF CONSTRUCTION. AFF ABOVE FINISH FLOOR L LONG •' Q I n 10. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL VERIFY THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY AHU AIR HANDLING UNIT LB POUND 0 ADJUSTMENTS AS REQUIRED. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL SHIPPING COST INCURRED IF DEUVERY IS REQUIRED PRIOR ' < 0 TO THE STANDARD TWO WEEKS SCHEDULED. AP ACCESS PANEL LF UNEAR FEET pr 0 ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING LIN DIFF LINEAR DIFFUSER tn 11. PROVIDE FILTER CHANGES THROUGHOUT CONSTRUCTION AS REQUIRED FOR ALL HVAC EQUIPMENT. PROVIDE FILTER CHANGES AT LEAST AND AIR CONDITIONING ENGINEERS fi' TWICE MONTHLY ONCE STARTED, PRIOR TO TEST AND BALANCE, AND LASTLY, PRIOR TO MERCHANDISING. ANY EQUIPMENT OR DUCTWORK IF THIS INFORMATION IS NOT SENT TO NATIONAL ACCOUNT SUPPUER, THEN THE EQUIPMENT AND ACCESSORIES WILL BE SHIPPED MAX MAXIMUM •• Z THAT BECOMES SOILED DUE TO A LACK OF FILTER CHANGES, AS DETERMINED SOLELY BY THE ESD&C PROJECT MANAGER, SHALL BE IN ACCORDANCE WITH THE PURCHASE ORDER DATE AND INSTRUCTIONS ISSUED BY ESD&C AND THE GENERAL CONTRACTOR SHALL BDD BACK DRAFT DAMPERS MBH THOUSAND BTU PER HOUR BEL BELOW CORRECTED ON BEHALF OF THE CONTRACTOR AND CHANGES BILLED TO THE CONTRACTOR. BE RESPONSIBLE FOR UNLOADING AND STORAGE OF EQUIPMENT UNTIL SUCH TIME AS REQUIRED FOR INSTALLATION ON PROJECT. MCA MINIMUM CIRCUIT AMPACITY Cn i .. "PROVIDE". BRAKE HORSEPOWER MD MOTORIZED DAMPER Q "FURNISH" Z M 12. NOTES TO EQUIPMENT SCHEDULES USE THE WORDS FURNISH" AND PROVIDE" ". WHERE THE WORD "FURNISH" IS USED, SOME FIELD IF OWNER'S REPRESENTATIVE IS PERFORMING START UP, THEN GC AND/OR MECHANICAL CONTRACTOR MUST COORDINATE WITH BLDG BUILDING MECH MECHANICAL M fio S INSTALLATION IS REQUIRED BY THE CONTRACTOR. WHERE THE WORD "PROVIDE" IS USED, NO FIELD INSTALLATION IS REQUIRED AS THE MANUFACTURER REP. 2 WEEKS PRIOR TO CONSTRUCTION END DATE. BOD BOTTOM OF DUCT MFR MANUFACTURER Q O N o DEVICES OR ACCESSORIES ARE FURNISHED AND INSTALLED BY THE MANUFACTURER AS PART OF THE EQUIPMENT WHEN SHIPPED. BOP BOTTOM OF PIPE MOCP MAXIMUM OVER CURRENT PROTECTION 0 U p� •. W BTUH BRITISH THERMAL UNIT PER HOUR MID MOUNTED I'`' w 13. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIAL, LABOR AND SUPERVISION NECESSARY TO CONTACT INFORMATION MTR MOTOR ? >- Q! COMPLETE THE HEATING, VENTILATING AND AIR CONDITIONING WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARDS AS CAP CAPACITY t--- i:, .0 . ~ D- OUTUNED HEREIN. SEE RESPONSIBILITY SCHEDULE ON SHEET M04.1. CD CEILING DIFFUSER OR CONDENSATE DRAIN NEBB NATIONAL ENVIRONMENTAL BALANCING BUREAU C..) V) JIM HOOVLER JODY SOWERS VICKI TAYNER o 0- Z eV CFM CUBIC FEET PER MINUTE N.C. NORMALLY CLOSED W 1.0 W O U N.I.C. NOT IN CONTRACT 14. MECHANICAL CONTRACTOR SHALL FIELD MEASURE EXISTING ROOF CURB(S) FOR CURB ADAPTER(S), WHERE APPLICABLE, AND SHALL TRANE NATIONAL ACCOUNTS REPRESENTATIVE TRANE TECHNICAL SUPPORT, PRIMARY HVAC COMMISSIONING CHWR CHILLED WATER RETURN O to < O In G9 SUPPLY DIMENSIONS TO ESD&C HVAC SUPPLIER PRIOR TO START OF CONSTRUCTION. CHWS CHILLED WATER SUPPLY N.O. NORMALLY OPEN t0 O U w w EMAIL: jehoovlerOtrane.com EMAIL: jsowersOfrane.com EMAIL v�cici.taynerQtrane.com � UJ • � to o �,,� PHONE NO: 866.415.2499 PHONE NO: 866.415.2499 PHONE NO: 866.415.2499 CLG CEILING, COOUNG N/A NOT APPLICABLE 15. ALL HEATING VENTILATING AND AIR CONDITIONING EQUIPMENT SHALL BE CLEARLY IDENTIFIED WITH TENANT'S NAME, SPACE NUMBER AND CONN CONNECTION OR CONNECTOR NTS NOT TO SCALE REVISIONS: UNIT DESIGNATION AND SHALL BE STENCILED IN 4" HIGH BLACK LETTERS. SCOTT CRABTREE JOHN D'AGOSTINO CONT CONTINUOUS (N) NEW TRANE NATIONAL ACCOUNTS REPRESENTATIVE TRANE SHIPPING LANDLORD & BLDG. DEPT. COMMENTS �/12/�a REQUIRED BY: DATE CONTRCONTRACTOR P 16. FURNISH AND INSTALL ALL NEW DUCTWORK INCLUDING INSTALLATION OF OWNER SUPPLIED PLENUM BOOTS, SUPPLY AIR DIFFUSERS, AND EMAIL: secrabtreeOtrane.com (OR TECHNICAL SUPPORT, SECONDARY) COP COEFFICIENT OF PERFORMANCE OBD OPPOSED BLADE DAMPER RETURN AIR GRILLES. (SEE AIR DEVICE SCHEDULE ON THIS SHEET). PHONE NO: 866.415.2499 EMAIL: john.d'agostinootrane.com CSFD COMBINATION FIRE/SMOKE DAMPER OD OUTSIDE DIMENSION OR DIAMETER PHONE NO: 866.415.2499 CWR CONDENSER WATER RETURN OPNG OPENING A. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE AND BEAR UNDERWRITER'S LABORATORY AND UNION LABELS WHERE CWS CONDENSER WATER SUPPLY OSA OUTDOOR AIR SUCH LABEUNG APPLIES. DB DRY BULB, DECIBEL P PUMP B. ALL PLENUMS SHALL BE FABRICATED FROM GALVANIZED SHEET METAL OF THE APPROPRIATE GAUGE AND BE INSULATED WITH A DEG DEGREE PD PRESSURE DROP MINIMUM OF 1" THICK, 0.75 LB/CU.FT. DENSITY FIBERGLASS INSULATION WITH ALUMINUM FOIL BACKED VAPOR BARRIER. DET DETAIL PLBG PLUMBING DIA DIAMETER POC POINT OF CONNECTION C. WHERE DESIGNATED, BRANCHES FROM MAIN LOW VELOCITY TRUNK DUCTWORK SHALL BE FURNISHED WITH SPUTTERS, DAMPERS MECHANICAL E U I P M E N T C H E D L E NTS DIM DIMENSION PRV PRESSURE REDUCING VALVE S U S E DISCH DISCHARGE PSI POUNDS PER SQUARE INCH OR SIMILAR BALANCING DEVICES IN ACCORDANCE WITH THE STANDARDS OF SMACNA. OODM023FOSCHD DL DOOR LOUVER D. ALL DUCTS FOR FINAL CONNECTION TO DIFFUSERS SHALL BE CLASS 1. U.L. LISTED (SL 181) FLEXIBLE AIR DUCT NOT TO DN DOWN RA RETURN AIR EXCEED 4'-O" IN LENGTH (THERMAFLEX, GLASFLEX, OR APPROVED EQUAL). GRILLE, REGISTER,REGISTER AND DIFFUSER SCHEDULE DTR DOWN THRU ROOF DWG DRAWING RAG RETURN AIR GRILLE RAR RETURN AIR REGISTER z INDICATES NO REVISION TO THIS SHEET MARK SD-1 SD-2 SD-3 SD-4 SD-5 RG RETURN GRILLE ,,,,�r E. SUPPLY AND RETURN DUCTWORK SHALL BE LINED AND WITH CODE COMPLYING BLANKET INSULATION. ACOUSTICAL LINER MAY BE MANUFACTURER TITUS TITUS TITUS TITUS TITUS EA EXHAUST AIR RH RELATIVE HUMIDITY 0 S H R E M S H O C K PROVIDED. ALL MATERIALS SHALL COMPLY WITH N.F.P.A. 90A AND 908. SEE SPECIFICATIONS ON SHEET M01.1. MODEL OMNI OMNI TMSA TMSA TMSA EAG EXHAUST AIR GRILLE RPM REVOLUTIONS PER MINUTE NECK SIZE ("LxW") SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN ' EAR EXHAUST AIR REGISTER Shremshock Engineering, Inc. F. HANGER WIRES, DUCT STRAPS, FASTENING DEVICES, ETC. SHALL BE FASTENED TO THE STEEL JOISTS AND/OR BEAMS ABOVE. DO " " " " " " " " " " EAT ENTERING AIR TEMPERATURE SA SUPPLY AIR 6130 S.Sunbury Rd. Westerville,OH 43081 NOT ATTACH ANY SUCH ITEMS DIRECTLY TO FLOOR SLABS, PIPING, OTHER DUCTWORK, ELECTRICAL CONDUITS OR THE ROOF DECK FRAME SIZE ("LxW") 24x24 24x24 24x24 24x24 12x12 EC ELECTRICAL CONTRACTOR SAG SUPPLY AIR GRILLE t:614 545 4550 f:614 545 4555 ABOVE. FRAME TYPE DRYWALL LAY-IN DRYWALL LAY-IN DRYWALL EER ENERGY EFFICIENCY RATIO SAR SUPPLY AIR REGISTER FINISH TITUS #27 TITUS X27 TITUS X27 TITUS #27 TITUS X27 EF EXHAUST FAN SCH SCHEDULE H- G. ADDITIONAL FIRE DAMPERS SHOULD BE INSTALLED AS REQUIRED BY ANY APPUCABLE CODES AND/OR JURISDICTIONAL NOISE CRITERIA LEVEL <30 <30 <30 <30 <30 EFF EFFICIENCY SENS SENSIBLE �..: t� " AUTHORITIES. ACCESSORIES 2,6 2 2,6 2 2,6 EG EXHAUST GRILLE SF SUPPLY FAN, SQUARE FOOT :r, � < } ;',,:f4P NOTES 1,3 1,3 1,3 1,3 1,3 ELEC ELECTRIC SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS '' {-Y` {'` 'w'o 16. SEAL AROUND PIPES AND DUCTS PENETRATING FIRE SEPARATIONS WITH USTED AND APPROVED FIRE SEAL MATERIAL ONLY USTED AND ELV ELEVATION NATIONAL ASSOCIATION ' i 7E. _- .- '7....\ APPROVED SEALANTS AND METHODS FOR THE SPECIFIC USE WILL BE PERMITTED. MARK RG-1 RG-2 RG-3 ENCL ENCLOSURE SOV SHUT-OFF VALVE MANUFACTURER TITUS TITUS TITUS EQUIV EQUIVALENT SP STATIC PRESSURE 7 I' 17. MECHANICAL CONTRACTOR SHALL INSTALL TEMPERATURE SENSORS AND AS SHOWN ON THE PLAN (VERIFY LOCAL CODES. IF PLAN MODEL 355-RL 355-RL 355-RL ESP EXTERNAL STATIC PRESSURE SQ SQUARE V/ ,i, ,LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT ESD&C PROJECT MANAGER FOR DIRECTION.) NECK SIZE ('LxW") 22"x1 O" 22"x10" 10"x10" EWC ELECTRIC WATER COOLER SQ FT SQUARE FEET ' FRAME SIZE ("LxW") 24"x12" 24"x12" 12"x12" EXH EXHAUST SS STAINLESS STEEL / '�,�" , ,,,,,,,:,:k,. 18. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL FULLY PRESSURE CHECK AND CHARGE ALL REFRIGERANT SYSTEMS (IF FRAME TYPE DRYWALL LAY-IN DRYWALL (E) EXISTING ''''''''::::''..Y' x. °v., TEMP TEMPERATURE e �°�"� REQUIRED). FINISH TITUS X27 TITUS 127 TITUS 127 F FAHRENHEIT TG TRANSFER GRILLE -- `'t I::1,;�3 i._ n NOISE CRITERIA LEVEL <30 <30 <30 FCU FAN COIL UNIT TSP TOTAL STATIC PRESSURE 19. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDENT, AIR/WATER BALANCING COMPANY THAT IS A NEBB CERTIFIED ACCESSORIES 2,6 2 2,6 FLA FULL LOAD AMPS TSTAT THERMOSTAT 43/0 CONTRACTOR OR HAS AN AABC CERTIFIED TEST & BALANCE ENGINEER. THIS COMPANY SHALL PERFORM THE BALANCING OF AIR/WATER RTES 2,3 2,3 2,3 FLEX FLEXIBLE TYP TYPICAL REFERENCE ONLY DATE ISSUED: 06/25/10 SYSTEM(S) AND MAKE ANY REQUIRED ADJUSTMENTS TO ENSURE PROPER WORKING ORDER. UPON COMPLETION, THE BALANCING COMPANY FLR FLOOR NOT APPROVED WITH THIS PERMIT SHALL PROVIDE A COMPLETE SYSTEM REPORT. INCLUDED AS A COVER TO THIS REPORT SHALL BE A COMPLETED EXPRESS BRANDS ACCESSORIES: FPM FEET PER MINUTE UC UNDERCUT DESIGNED BY: RP HVAC BALANCE CERTIFICATION FORM. 1. OBD-OPPOSED BLADE DAMPER FPS FEET PER SECOND UH UNIT HEATER DRAWN BY: RP 2. LQD-LOCKING QUADRANT VOLUME DAMPER (PROVIDED BY MECHANICAL CONTRACTOR). SEE MECHANICAL UON UNLESS OTHERWISE NOTED SPECIFICATIONS SECTION 233300.D.1, SHEET M01.1. G GAS UTR UP THRU ROOF CHECKED BY: ,1 T P 3. CFD-RUSKIN MODEL CFD OR CFOR FIRE DAMPER WITH VOLUME CONTROL GAL GALLONS 4. YRD-YOUNG'S REGULATOR REMOTE DAMPER WITH CABLE CONTROL SYSTEM (MODEL 5020-CC) GALV GALVANIZED VAV VARIABLE AIR VOLUME M E C H A N I C A L 1 5. UP-INSULATED UNEAR SLOT PLENUM GC GENERAL CONTRACTOR VENT VENTILATION, VENTILATOR ' 6. TRM-RAPID MOUNT FRAME FOR GYPSUM CEILINGS GPM GALLONS PER MINUTE VFD VVARIABLE FREQUENCY DRIVE PLAN N C T E S VTR 1 NOTES: HD HEAD 1. 4-WAY DIFFUSER (UNLESS 2-WAY OR 3-WAY AS INDICATED ON PLAN). HP HORSEPOWER - W WATT AND S C H E D U L E OR WALL. 2. INSTALL BLADES. FACING THE BACK OF STORE, CABINET, HTR HEATER WB WET BULB 3. GC TO FIELD PAINT DIFFUSERS TO MATCH CEILING OR WALL WITH ENAMEL FINISH. HVAC HEATING VENTILATING AND AIR CONDITIONING WCO WALL CLEANOUT DRAWING NUMBER: HWR HOT WATER RETURN WG WATER GAUGE HWS HOT WATER SUPPLY WT WEIGHT ;� ;- ill NTS NTS NTS �'' AIR DEVICE 1 N � L MECHANICAL NOTES AND SPECIFICATIONS SCHEDULE C� MECHANICAL ABBREVIATION DEFINIT O S A E OODM023EOSCHD ........„ 0 \ 00DM023J0SPEC 1 4 ' /. . . . CAP Ga. STORM COLLAR 24" (\ .c ) ..:;, ------■, ,._ ..... CC :;;-,:„• „,,,... .:.-. ... \ . . w611"m ,• •',":::• , FLASHING BY G.C. / CO •.:::::' ":- , / \ ROOF Z ------• .:K:r Z ,;::::::) ,,,,,,,• IL IL / __ ___ ,-- - 0 ........ \--DUCT SUPPORT FASTENED TO NEAREST ROOF 1.--". 0 Cl) STRUCTURAL MEMBER. SIZE 1... Lu PER SMACNA GUIDEUNES. u) ,....:. ',kn.. ,,,, •■•. EXH. DUCT .. ::....- ,,,--• ::).....-... —1 Cl) ilimg 7..',:. ':•'":'' FROM RESTROOM -__ _ II ••• • — am. XI ...„, EXHAUST AIR DUCT ASSEMBLY DETAIL NTS OODM031DOEXDT D .6. . . , ,.. . .. ' ..c .zR , „:„. ,,..' g Rdg:_if-18.- EXISTING MEDIU Li PRESSURE t.-iE E SUPPLY AR DIM MAN ,.. ..,,c)Sv, ..: REITL_II8 - TOILET EXHAUST ww,s, .. 1113W mmmc-1 o .- IN-LINE FAN 1111P -.-- _ I a Flow E7,3,22.% m*-..,- - .-fr.. L...A.- f2 vl.3.1-,,,v, ..,...„, . ..,T,,j • EXH• = T DUCT N CONTROL BOX li RETURN.AIR . FROM CEILING EXHAUST .2xsI - ..x.--. O> T,EL11 .15 g2 FACTORY !INSTALLED MEE • GCROINLNLEECWT:NARD DUCT ill ill rim= ET.1:,1 2E"Tc:g 2'LlE.1=' i' ..8-0-g,, ttizig.°S- EL,=118,.`4.108 ELECTRIC HEATING COIL----- FAH • UP THRU ROOF OR . . L.L. EXHAUST MAIN Li-'20ff- =.1a-2R- '48(i162 LIM SA. DUCT 5'-i3” - ' HEATER TERMINAL 130X • ' DOWNSTREAM OF DOX W/1'1-1 1/2 LB,. • .-;---— CON ROL BOX CLEARANCE I IAIM p-wmo orcade, .9..L-jc'wmw I-cfc-4..Oz 1-em.cmd I--.(,) Eu DENSITY FIBERGLASS•DUCT (..r-0" MIN) <_, ..: u LINER, WINO 70 E1E . , . . GLUED & PINNED TO DUCT, . LOW PRESSURE DUCT (TYP.) - , FAING TO BE INSTALLED 01.01141.— .M—11111111111,46■. L ..latziE5E. Ts- 0 LEADING EDGE or LINING. TERMINAL TO BF TRANE,AN EmosrAT,PRESSURE . mm.. ,....-6- ..,.. L41 v.,,,i INDEPENDENT WITH LIAX.PRESSURE DROP PNIIINL .nso-.T5 ng°„„w ,,,,.....z== .T. ze.,,,,,, g...... .-i,z 3-,c9.- "4 3c42-0 3 oo OF 0,5"0 FU LL FI.O'N„,INIT1.1 DOC CONTROLS. 4/ArAillA . . ._ ..„......_,__. .., 0 ,.... 2ge'Ac.,t.(4.? ...f.,,gtal vi. -,= • ,,.....,=,,- 0-=m0 0 ,..., QL . En,,,,L,98[28 ,,,180,7,1 a °5 CI '• NNE: ' x v2.-"rfira (">.4..F...2'+' L'n(dg9m2a AIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINMIIIIIIIII FIE3E,&,n.1 X.Tcw.wma; 81X;422(2n,'.) 41--011 IAN STRAIGHT DUCINYQRK DOWN STREAM Of ELECTRIC HEATING COIL BEFORE FIRST TAKE OFF, N . FACTORY MOUNTING BRACK CO 0 (0 FAN- POIVERED TERMINAL JIOX DETAIL SECURED TO CEILING OR WALL *1ST 11111dm 0 ..,_1-1- '-'- 0 0 WASHINGTION SQUARE 0 ......„ CEILING JOIST ( CNI TYP) 0 .-- ; . . < TOILET EXHAUST 1N-LINE MOUNTING DETAIL NTS L OODM031COEFAN C LL, '4 1.- Z 8 YOUNG REGULATOR MODEL 5020CC 0 -) LOCKING QUADRANT (830ACC FOR RECTANGULAR) CL'i ROUND DAMPER 0 < Ce RIGID DUCTWORK, INSULATED --4 L NH NC 1.61 PER SPECIFICATIONS RECTANGULAR DUCT A 0 4ct 1.J.J■ DUCT STRAP AND FOIL TAP 41111110 EXTENDED ADJUSTMENT -is NEEMPF 0 HANDLE CX 0 :.... 0111)IPAriirr. • ID 90' ELBOW 11 IIIII 11 11111F IIIIIIIIIIIIII- ____,,,_._ ONICAL FITTING SEAL CAIRTIGHT W/MASTIC Lai a a Ct lii CI CO Z t\I Ln ocDN < 3" tilt -.11'...li ROUND DUCT - M AIR FLOW n g 0 .. ORANGE FLAG tilf , '"I111141114.1y, ji DUCT STRAP AND FOIL TAPE 0•CON_ CENTRIC TRANSITION MAX. 45° DIVERGING, 60' CONVERGING @ ROUND TO ROUND 0 RECTANGULAR TO ROUND 2 o Cf) z 1-- 0 , fte411111111. * 43* fr 4& . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111.-- FLEXIBLE 1:111CTWORK NO LONGER THAN 3'-0" P. < -dr cf) Z re) • -± Iv) N iii FLEXIBLE CASING AND WIRE 1 I. Il. II. il. Pnwiiiii•A cr S‘ LU (30'-0" MAXIMUM) I / 0 L. 3 w --) a- 0 Fr;r: ___--- 144111k24,000°°!!:::: All 45' ['le L aw i i•—• •• >" IX RACK & PINION OPERATOR ----.. • __---- MAIN DUCT a. *. 2 4" Aeal.lip .... c.) cri DIE CAST MOUNTING CUP -IV-4 41106 i ---............---- ! CEIUNG DI SER RECTANGULAR DUCT AIR FLOW NM COVER PLA I 111111 a. • cn - v) ci w CONCEALED REG -TOR KIT BRANCH DUCT REVISIONS: NOTE: I SOCKET WRENCH ----1/' AIR FLOW 45 /* 7 REQUIRED BY: DATE LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 FOR REM* DAMPER ADJUSTMENT SADDLE TAP C) RECTANGULAR TO ROUND ri-)ECCENTRIC TRANSITION C) RECTANGULAR TO RECTANGULAR NOTE: \------1 0 - MAX. 30* (EXCEPT 45 IS COORDINATE EXACT LOCATION OF CEILING MOUNTED PERMITTED AT ROUND TO FLAT OVAL) CONCEALED REGULATOR WITH ARCHITECT PRIOR TO REFERENCE ONLY INSTALLATION. NOT APPROVED WITH THIS PERMIT . YOUNG REGULATOR REMOTE DAMPER NTS 003M031FODAMP F DUCT DETAILS NTS OODM031BODUCT B PROVIDE VOLUME DAMPER WITH LOCKING •INDICATES NO REVISION TO THIS SHEET QUADRANT. PROVIDE WITH 3" EXTENDED ROUND DUCT. SHAFT AND HANDLE (SEE SPEC SECTION riiiii SHREMSHOCK 233300 D. 1.) 25 1/4" OR 13 1/4" NOTE: ROUGH-IN OPENING SIZES: DAMPER HANDLE TO BE / / NOMINAL 12*x 12" = 12 1/2"x 12 1/2" INSTALLED MAXIMUM OF Shremshock Engineering, Inc. SHT. MIL. ELBOW REQUIRED. OUTSIDE DIMENSION NOMINAL 12"x 24" = 12 1/2"x 24 1/2" 3'-0" ABOVE CEIUNG. 6130 S.Sunbury Rd. Westerville,OH 43081 t:614 545 4550 f:614 545 4555 NOMINAL 24sx 24" = 24 1/2"x 24 1/2" SECURELY TAPE VINYL FLEX DUCT TO SHT. i A MIL. W/ MIN. OF (2) CONTINUOUS WRAPS OF DUCT TAPE. STRAP CLAMP OVER FLEX -0 *. lk11,1 DUCT INSULATION & VINYL TO SHT. MIL - 40 !c.77:-....-4' • 7/4::.) „,40-. .v.-,-- a TAPE INSULATION TO DUCT TO FORM A -,• , v„."--e 0 . 23 OR 11" ,==t, .., / / A41( INSIDE DIMENSION rn "C" CHANNEL REINFORCING 18" LONG ORANGE MARKER TAPE ••::, , I w co BY G.C. AROUND OPENING ATTACHED TO DAMPER TO IDENTIFY LOCATION. :: aft 4.: ii 8" LONG SHT. MIL SECTION SECURED Apier TO DIFFUSER COLLAR W/ MIN. (3) SHT. y/ /, ,..,-,:. .I!, .,,i ,,c,\\:-...-k •-,, MIL. SCREWS, DUCT TAPE AND MASTIC. \- , , -..:.:.„,„ -,f9., ... .•• Ifl INSULATED FLEXIBLE CONNECTION .,, ,, ;il..4, ...- r)53.-,,* ." °* 'i Y 1 ' C1 1 (MIN. 3 FT., MAX. 4 FT.). 11111, TRANSITION FROM DUCT SIZE TO r -77.--- ----7-777,T,-- ..* G. MOUNTING SCREW FIELD t DIFFUSER NECK SIZE AS NECESSARY. Iii:M,),TAI01',4.01-0c, I INSTALLED FIRE DAMPER WHERE I T I INDICATED ON PLANS. IMIII THERMAL INSULATING BLANKET REQUIRED //3/0 i ....4 ‘ FOR FIRE RATED CEILINGS ONLY. . DATE ISSUED: 06/25/10 1 1 iii,P1 „...0 11-.11""H DESIGNED BY: RP 24 OR 12 TITUS MODEL "DB" DRAWN BY: RP / / ZAA GYP. BD. CEIUNG DIRECTIONAL BLOW CEIUNG MOUNTING FRAME FOR GYP. BD. PLATE CLIPPED ON APPUCATION TITUS MODEL TRM, SEE CHECKED BY: JTP DIFFUSER RODS. SEE DETAIL E THIS SHEET. 1 It STEEL MOUNTING FRAME NOTE BELOW. MECHANICAL SUPPLY AIR DIFFUSER NOTE: ALL DIFFUSERS ARE 4-WAY BLOW UNLESS NOTED DETAILS I (LAY-IN FRAME). OTHERWISE. PROVIDE OPTIONAL DIRECTIONAL BLOW, TITUS MODEL "DB" TO CONVERT DIFFUSER FROM STANDARD 4-WAY TO 1-WAY, 2-WAY OR 3-WAY BLOW AS WITH MANUAL. fOl_UME DAMPER DESIGNATED ON PLANS BY SHADED AREA. DRAWING NUMBER: 7\ j . . ., NTS NTS i ' 1 1) L ' ) 1 \ ., , , " DRYWALL CEILING DIFF. MTG. FRAME DETAIL OODM031E0FRME E CEILING DIFFUSER MOUNTING DETAIL OODM031A0DIFF A , , , (0,, t , FAN POWERED VARIABLE AIR VOLUME (FPVAV) TERMINAL UNITS WITH ELECTRIC HEAT NETWORK WIRING AND SEQUENCE DESIGN WEATHER PARAMETERS NOTE TO CONTRACTOR 22/2 COMMUNICATON CABLE 22/2 COMMUNICATON CABLE ITEM(S) NOT SHOWN ON ANY OF THE RESPONSIBILITY SCHEDULES z - 0 I: ED Desi a n Parameters: ARE THE RESPONSIBILITY OF THE CONTRACTOR. 0 City Name .......... Portland ' Location .. LINE VOLTAGE /// I FPVAV-4 LINE VOLTAGE /// ('FPQAZT�I Oregon o n BY EC BY EC /// VV550 Z Latitude ... ........... 45.6 Deg. 1813 CABLE C-Th 1813 CABLE C) LOCAL AREA REQUIREMENTS <:::> : 0de. .. 1 . ............ ... ....... .... ... 39.0 ft („� Summer Design Dry-Bulb . .................. ............... 90.0 °F - - - YES NO YES NO � � Z r��` f.�. Summer Coincident Wet-Bulb ... ... ....... ... ....... ... 67.0 °F Z 0 Summer Daily Range . 21.6 °F ❑ ® 1. SMOKE EVACUATION ❑ ® 5. SPECIAL CURB HEIGHT REQUIREMENTS Winter Design Dry-Bulb .... ... 22.0 °F 22/2 COMMUNICATON CABLE ❑ ]l 2. CARBON DIOXIDE MONITORING ❑ ® 6. FIVE MILE COASTAL PROXIMITY '` Winter Design Wet-Bulb ... ... ........... ... ... 18.4 °F ❑ ® 1 HURRICANE ZONE ❑ ® 7. OTHERS, I.E.Atmospheric Clearness Number 1.05 Y o SENSITIVE, ETC. DESCRIPTION CARBON MONOXIDE, SOUND J 0 ❑ X 4. SEISMIC ZONE a • Average Ground Reflectance .......... .... ... ....... ... 0.20 ° ;:r;: Soil Conductivity ... ... ... ... ........... ... .. 0. BTUI(h r-ft-°F) Ez W Z °` ° ::---: Local Time Zone (GMT +� N hours) .. hours :`., :...Consider Daylight Savings Time ...... ............... ........... ... IFPVAV-2I C_ !!/ (FPVAV-1 I LINE VOLTAGE .... .'.•.; LINE VOLTAGE BY EC VVSSO Simulation Weather Data .. noneN�A BY EC woo ABBREVIATIONS 1- W :. ., Current Data is ........... ....... ... ........... ...... 2001 ASHRAE Handbook 10/3 CABLE 18/3 CABLE ° Q • Design Cooling Months ................ January to December a ; ........... ... AC HVAC EQUIPMENT SUPPUER GC GENERAL CONTRACTOR W AHJ AUTHORITY HAVING JURISDICTION LC LANDLORD CONTRACTOR (� f r • BAS BUILDING AUTOMATION SYSTEM LD LIGHTING PACKAGE DISTRIBUTOR r EC ELECTRICAL CONTRACTOR LL LANDLORD W CC 111"" ��.�::HVAC LOAD A L C U L A T i CN S COMMUNICATION FRONT END FAC FIRE ALARM CONTRACTOR ESDdC EXPRESS STORE DESIGN & CONSTRUCTION MC MECHANICAL CONTRACTOR a' • TERMINATE NETWORK WIRES ON THE X -_ LIGHTING CONTROLLER NETWORK -_ _ -- W ':.• ..::, TERMINALS LOCATED IN THE IFS .CI I it System Information ELECTRICAL PANEL SYSTEM. ..,,, Air System Name ... MASTER LOAD Number of zones .... 2 -- Equipment Class .... ... PKG ROOF Floor Area 8228.0 ft Air System Type VAV Location Portland, Oregon NOTES: Sizing Calculation Information (I) ALL WIRE SHALL BE 18/3 UNLESS OTHERWISE INDICATED. Zone and Space Sizing Method: (2) NUMBER OF CABLES FURNISHED BY HVAC MANUFACTURER IS INDICATED BY NUMBER OF TICK MARKS ACROSS THE LINE. (3) PURPLE 22/2 WIRE IS PROVIDE BY HVAC SUPPLIER AND IS PLENUM RATED. Zone CFM Peak zone sensible load Calculation Months . Jan to Dec (4) SCHEMATIC IS FOR REFERENCE ONLY. AT TIME OF CONSTRUCTION, THE HVAC SUPPUER WILL PROVIDE A COMPLETE DIAGRAM FOR Space CFM .... Individual peak space loads Sizing Data Calculated INSTALLATION. SEE RESPONSIBILITY SCHEDULES, THIS SHEET, FOR A UST OF ALL COMPONENTS AND SENSORS REQUIRING FIELD INSTALLATION. o Central Cooling Coil Sizing Data W 2 y E.W W a s r'.5° Q W 9 C FAN POWERED VAV (FPVAV) SEQUENCE OF OPERATIONS _ t� W?- W � Z �W�6"�f.0 O Total coil load . 18.4 Tons Load occurs a `s t Jun 1200 'aW° ay��° •COQ Vf °W��W C W=1.im O Total coil load . 221.4 MBH OA DO/WO .... 84.0/65.4 °F MANUFACTURER SHALL FURNISH AND/OR INSTALL AU. NECESSARY CONTROL DEVICES TO ACCOMPUSH THE FOLLOWING SEQUENCE OF N°o n rI a...='#_.,... ° 5 a a o W Sensible coil load ... 170.3 MBH Entering DB/WO .... 77.6/66.8 °F ta a°n Z -§.:„,g,',1;-,.T.,.,1. Coil CFM at Jun 1200 8984 CFM Leaving DB /WO 60.0 59.0 °F OPERATION (REFER TO RESPONSIBILITY SCHEDULE FOR FIELD INSTALLATION REQUIREMENTS): FAN POWERED VARIABLE AIR VOLUME (FPVAV) & VARIABLE AIR `= `= 1 W-°~ l- _ W�W a 1 S t+.3 V ? V U Q 0 O W Max block CFM at J un 1700 ... 8984 CFM Coil ADP .. 58.0 °F DURING OCCUPIED HOURS THE VARIABLE AIR VOLUME TERMINAL UNIT FAN SHALL BE ENERGIZED AND DAMPER SHALL MODULATE TO MAINTAIN VOLUME (VAV) BOX RESPONSIBILITY SCHEDULE N°- .s W=- o�'~- ,.,,,,us.),, ,, � ��.° /n W W� W Sum of peak zone CFM .. 9066 CFM Bypass Factor 0.100 THE SPACE TEMPERATURE. S ensible heat ratio .. 0.769 Resulting RH .. 62 % FURNISHED BY INSTALLED OR PERFORMED BY z <4 W -o. S<W x_R ft/Ton 446.0 Design supply temp. 60.0 °F ITEM Esaa�c RE-USE N/A REMARKS -,,:is, 3 ►- IF THE SPACE TEMPERATURE DROPS ONE DEGREE BELOW SETPOINT AND THE DAMPER IS AT MINIMUM POSITION, THE UNIT'S FAN SHALL LANDLORD CONTR. LANDLARD CONTR OTHER EXISTING . -..-a °,_ W Z=&2=g B T UI hr-f 26.9 Zone T-stat Check .. 1 of 2 OK VENDOR °- _ -m m a F_ g ACTIVATE. IF THIS DOES NOT SATISFY THE TEMP SENSORS THEN THE UNIT'S ELECTRIC HEAT SHALL ENERGIZE. THE HEAT WILL REMAIN ON m` R W ,.WOW 8 P2°a-o a Z m Water flow 10.0°F rise NIA M zone temperature deviation 0 °F PARALLEL ARRANGEMENT FAN POWERED VAV Ac MC N _ UNTIL THE SPACE TEMPERATURE IS SATISIFIED. _=a° E X<°` 52 e r z �X (wRH HEAT AND NO HEAT OPTIONS) a��►� d W�� a W it C.�O C ,-H en ,,,,..--,--t°= E LP3 2 W 8 ° .O V m ,.._=8,(7.30 8,.,n_.1&.:5 THE TERMINAL UNIT DAMPER SHALL FULLY (CLOSE/OPEN) AND THE FAN SHALL (ENERGIZE/DEENERGIZE) UPON A SIGNAL FROM THE FIRE NON-FAN EDNVAY BOX W° X a z W° Supply Fan Sizing Data ALARM SYSTEM. 3=��' aceZDQ Q in-3o= VIN M m N WQ0!- z .ION cn O W=(. ONN ° Z 8(rwm N FAN POWERED BOX AC AC Q„�oz ,-oZQZ� °y, o� Actual max CFM at Jun 1700 . 8984 CFM Fan main-BHP 0.00 BHP DURING THE UNOCCUPIED SCHEDULE, THE DAMPER SHALL CLOSE AND FAN/HEATER WILL DEENERGIZE. THE DAMPER SHALL OPEN IF ELECTRICAL DISCONNECT W~< - ,� _m=_ UNOCCUPIED COOLING SETPOINT IS REACHED. THE FAN AND HEATER SHALL ENABLE IF UNOCCUPIED TEMPERATURE IS 2'F BELOW Z ° ;S;Rgi Z Standard CFM 8971 CFM Fan motor kW . .. 0.00 k' NON-FAN POWERED BOX ;c1--EFT;; UNOCCUPIED SETPOINT. FAN AND HEATER SHALL STOP WHEN SETPOINT IS REACHED. • W`�3-0,.W W W m r y, Actual max CFM 1.09 CFM/f Fan static . 0.00 in vg ELECTRICAL DISCONNECT =Z H W N" Z W= 9o, Z 2_ W SETPOINTS: � m c,s r z ="-O='. 4-a~°Q Outdoor Ventilatio n Air Data BAS CONTROLLER WITH INTEGRATED ACTUATOR AC AC °Z.WE, -°g o=e 2 Z 1-;z z*.l=- 3 0 O Design airflow CFM Q CFM CFM/person 0.00 CFM/person 0=0"' -v .2 N Q S. Z , Q g p p OCCUPIED HEATING: 701 COOLING: 74'F m°.1 .N, .,.,0-° - °°w Y o Z 0 L WWWO W W2E80,7- ' d'W= W-J CFM/ftt ... 0.00 CFM/ft UNOCCUPIED HEATING: 60'F COOLING: 85'F =N, .z (4 ==U W (4 U O J m S-1- SUPPLY AIR TEMPERATURE SENSOR AC MC a x a..W< ,OWC i N= 0-w=m?W,,t, . SPACE TEMPERATURE SENSORS AC MC N r--,1,0 O Lo DESIGN COOLING DESIGN HEATING 0 c` TERMINAL UNIT COMMISSIONING AC AC CALL HVAC SUPPLIER C. `- O COOLING DATA AT Jun 1200 HEATING DATA AT DES HTG _ COOLING OA DB/'UhIB 84.0°F/66.4°F HEATING OA DB/1NB 22.0°F/18.4°F `-' Sensible Latent Sensible Latent 0 ZONE LOADS Details (BTU/hr) {BTU/hr) Details (BTU/hr) (BTU/hr) o Window&Skylight Solar Loads 0 fII 0 - 0 ftt - - N Wall Transmission 1440 ft2 1308 - 1440 ftt 5942 - ___I J Roof Transmission 4112 ftt 13751 - 4112 ft2 18857 - < Window Transmission Oft 0 - 0 ft2 0 - Skylight Transmission Oft 0 - 0 ft 0 - Door Loads 0 f1 0 - 0 ft? 0 - • V La Floor Transmission 5225 fly 0 - 5225ft2 1676 - HVAC RESPONSIBILITY SCHEDULE •• °- Partitions 0 fly 0 - 0 ftt 0 - Ceiling 0 fl 0 - 0 ft 0 - FURNISHED BY INSTALLED OR PERFORMED BY Q O' Overhead Lighting 11982 W 24725 - 0 0 - ITEM EsoAC RE-USE N/A REMARKS U Z LEI Task Lighting 2652 W 7298 - 0 0 - VENDOR LANDLORD CONTR. LANDIARD CONTR. OTHER EXISTING 4:( Q Electric Equipment 6000 W 18705 - 0 0 - dRt R9 CUT &CATCH. INSULATED TOE KICK • MC TO ROOFING O People 217 33411 43400 0 0 0 CONTRACTOR L I nfiltrati on - 0 0 - 0 0 DUCT SMOKE DETECTOR EC MC BY ELECTRICAL FURNISHED AND WIRED L.1 d co Miscellaneous - 3070 3070 - 0 0 in MESS �. z FACTORY Q N Safety Factor 10%1 10% 1023 0 464 7 10% 2648 0 SMOKE SYSTEM ACCESSORIES, ETC. •. INSTALLED ■-OD 0 >>Total Zone Loads - 112930 51117 - 29124 0 D v) 0 Zone Conditioning - 148250 51117 - 27118 0 DIFFUSERS AND GRILLES LD MC s, Plenum Wall Load 70% 3051 - 0 0 - •• Z DFFUSERS/GRILLES FIRE DAMPERS • •• 0 Plenum Roof Load 40% 9187 - 0 0 - Plenum Lighting Load 25% 10221 - 0 0 - ! -4_Z .. Return Fan Load 8984 CFM 0 - 91 CFM 0 - WALL FIRE DAMPERS • ,Q C/) + = Mk V) O N V Ventilation Load 0 CFM 0 0 0 CFM 0 0 COMBINATION FIRE/SMOKE DAMPERS • 0 LU < U Q, .. La Supply Fan Load 8984 CFM 0 - 91 CFM 0 - Li 3 O Space Fan Coi I Fans - 0 - - 0 - LOW PRESSURE DUCTWORK MC MC Z • 0 > CZ Duct Heat Gain/Loss 0% 0 - 0% 0 - . f3 Z a- y - - HIGH/ME N PRESSURE DUCTWORK MC MC L� Lil + ti! Z (, �►�Total System Loads - 170709 61117 - 27118 0 3 � U � � ° � Central Cooling Coil 170297 51103 -505 0 X Terminal Reheat Coils - 0 - - 27624 - DUCT SUPPORTS MC MC pa_ 0 CO.) w V) >>Total Conditioning - 170297 51103 - 27118 0 0- UNI • V) - V) CI Li KW: Positive values are clg loads Positive values are htg loads SEISMIC BRACING MC Mc REVISIONS: Negative values are htg loads Negative values are clg loads DUCT HEATER(S) • P REQUIRED BY: DATE LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 TOILET EXHAUST FAN(S) WITH TOGGLE LD MC DISCONNECT SWITCH TOILET EXHAUST DUCTWORK WALL OR ROOF MC MC CAP PIPING AND PIPING APPURTENANCES (CIRCUIT SETTERS, ETC.) • BALANCE CONTRACTOR REPORT MC AABC OR NE88 CERTIFIED AS-BUILT DRAWINGS MC LANDLORD CONTROL SYSTEM • •INDICATES NO REVISION TO THIS SHEET TEMPERATURE CONTROL SYSTEM COMPONENTS AC MC te„.4 SHREMSHOCK REFERENCE ONLY Shremshock Engineering, Inc. TEMPERATURE CONTROL SYSTEM WIRE AC MC NOT APPROVED WJTHniklltSl+iE ' ` 6130 S.Sunbury Rd. Westerville,OH 43081 t:614 545 4550 f:614 545 4555 LOCKING QUADRANT VOLUME DAMPER MC MC PNEUMATIC TUBING • ` °4'E` ` ''.'-, ,MCP .''� 0 WHERE APPLICABLE t i s w FIRE ALARM SHUTDOWN RELAY • FOR FIRE A M ," , SYSTEMS app-i RELIEF AIR DAMPER AND ACTUATOR • /417 RELIEF AIR FAN OR RETURN AIR FAN • / . .. �` z �3azisCn.cx•w*�•sue•' SMOKE EVACUATI MN • r , ,`�'':5 .w .° : WITH DAMPER*HAKE HOOD/LOUVER • W/3/10 OUTSIDE AIR INTAKE DAMPER ACTUATOR • DATE ISSUED: 06/25/10 WITH DESIGNED BY: RP HOOD OR LOUVE REUEF COITERR--BALANCED BACKDRAR FT DAMPER • DRAWN BY: R P ' CHECKED BY: JTP ECONOMIZER DAMPER • ECONOMIZER DAMPER ACTUATOR • MECHANICAL , ! OUTSIDE AIR DAMPER • RESPONSIBILITY SCHEDULES 1 OUTSIDE AIR DAMPER ACTUATOR • DRAWING NUMBER: NTS NTS ► !E { ''7 /,►._ 1 HVAC LOAD CALCULATIONS B MECHANICAL RESPONSIBILITY SCHEDULES NETWORK WIRING, AND SEQUENCE a� �-' i , , ‘ ooIO41,JOLOAD 40DM441A3SCHD FURNISHED BY INSTALLED BY RE-USE N/A REMARKS NEW WASTE OR SAN. SEWER ITEM ' ff.'. EXISTING AD ACCESS DOOR LAV LAVATORY LANDLORD CONTR. LANDLORD CONTR. OTHER ADA AMERICAN DISABIUTY ACT LB POUND VENDOR AFT ABOVE FINISHED FLOOR LF LINEAL FEET PLUMBING FIXTURES & TRIM GC GC - - EXISTING WASTE OR SAN. SEWER AP ACCESS PANEL MECH MECHANICAL DRINKING FOUNTAIN AND ASSOCIATED • CD CONDENSATE DRAIN CD CEIUNG DIFFUSER OR CONDENSATE DRAIN MFR MANUFACTURER ACCESSORIES. CFM CUBIC FEET PER MINUTE MID MOUNTED CI CAST IRON MTR MOTOR SEWER AND VENT PIPING GC GC G GAS CO CLEANOUT CONT CONTINUE (N) NEW TANK WATER HEATER GC GC - - NEW VENT 2 : .:: CONTR CONTRACTOR N.C. NORMALLY CLOSED ( COTG CLEANOUT TO GRADE N.I.C. NOT IN CONTRACT DOMESTIC HOT AND COLD CW COLD WATER N.O. NORMALLY OPEN WATER PIPING CC GC GC - - EXISTING VENT N/A NOT APPUCABLE DET DETAIL NTS NOT TO SCALE „....,. CONDENSATE DRAIN PIPING • --------- NEW COLD WATER DF DRINKING FOUNTAIN - DL DOOR LOUVER P PUMP - Z :': DS DREAMSTEAMER PD PRESSURE DROP SECOND COND. DRAIN PIPING • --------- EXISTING COLD WATER -±.... DTR DOWN THRU ROOF PLBG PLUMBING DWG DRAWING POC POINT OF CONNECTION GAS PIPING • ---------- NEW HOT WATER ocC PRY PRESSURE REDUCING VALVE ,. ...I 06 !: -::- (E) EXISTING PSI POUNDS PER SQUARE INCH COND. DRAIN PUMP • ---- - EXISTING HOT WATER et. ..;.:.:. EWC ELECTRIC WATER COOLER Z '...,> (R) RELOCATE 0 FCO FLOOR CLEANOUT RD ROOF DRAIN DREAMSTEAMER DS GC 14 ---q ----3A SHUT-OFF VALVE I CC ‘111 FCU FAN COIL UNIT RPBP REDUCED PRESSURE BACKFLOW PREVENTER 0 (1) i2 i..6 FD FLOOR DRAIN RPM REVOLUTION PER MINUTE FLOOR DRAINS, CLEAN OUTS, WATER GC GC a...0.i... 0-' FLOOR CLEAN-OUT 1-- IJELI FPS FEET PER SECOND HAMMER ARRESTORS, ETC. •:..: FS FLOOR SINK SCH SCHEDULE ;,, .... SOY SHUT-OFF VALVE OR SCHEDULE OF VALVE DREAMSTEAMER DRAIN PIPING GC GC GH I WALL CLEAN-OUT GAL GALLONS GC GENERAL CONTRACTOR UH UNIT HEATER AS-BUILT DRAWINGS FLOOR DRAIN GPM GALLONS PER MINUTE UON UNLESS OTHERWISE NOTED 1131.11.1111 Mil 30 Tj WO , UTR UP THRU ROOF CC IF HB HOSE BIBB INSTANTANEOUS WATER HEATER • '0 RISE HD HEAD VTR VENT THRU ROOF eL CO "...... .z,-:. HP HORSEPOWER WC WATER CLOSET DRAIN PUMP • C DROP X HW HOT WATER WCO WALL CLEANOUT 42 INV INVERT WG WATER GAUGE DEMO SINK LAV AND FAUCET • 50 POINT OF CONNECTION •■, WH WATER HEATER IMMONN ■••■■ 'V WHA WATER HAMMER ARRESTER WT WEIGHT PLUMBING ABBREVIATIONS •ffrimis. Kai LEGEND AND SYMBOLS 00NP NTS 011D11AND C DIVISION 22 1. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT PLUMBING PLAN CHECK DIVISION AND THAT DIVISION'S STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. g ".- gen - LAJ .... en 2 a C" "4' >- - '•' >- z g °La/i el PO VZ' SECTION 220000 - PLUMBING 2. COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT UMITED TO ELECTRICAL FIRE PROTECTION, MECHANICAL AND STRUCTURAL R w 0 c)x c'12 "46.: a CONTRACTORS. g- INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, -, ..r, . „. .....,. .4„,,i A. SCOPE OF MIK DUCT, ETC. IS TO BE IN CONTACT WITH ANY EQUIPMENT. ii.""cl 0- 1-- '-'-fie, Ei",)1 c,n 2!Is. 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACIUTIES 3. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOUTION WORK. 2e_e-tr. IL ,,, = NECESSARY FOR, REASONABLY IMPUED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL ...0,.., .-...% ..- ..,. ,.., WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. ft .1( M".• M=+ = = 0 6 kt.''. w....u,„, JOB CONDITIONS, TO INCLUDE, BUT NOT BE UMITED TO THE FOLLOWING: ,m8,,iii. EA,. ...= ,,,,. _ =-2ff, ..4teLli= , 5. CONTRACTOR SHALL PROVIDE CUT SHEETS TO ESD&C FOR ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE '2.N2! t!Og E .t: a. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. -Ig.e2- .- .._-. . _ = „...-,,,„.. .- -- .--,...,.., m.....,. ,E*. „ b. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. Lit2E8 % = }- ° C. FIXTURES AND EQUIPMENT AS SCHEDULED. 6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE EXACT LOCATIONS, SIZES, INVERTS AND CONDITION OF EXISTING „L. ,--snt., Zwgw2 iEwtgv,c3 Li2e5trd Ti--;e4 d. COMPLETE COMPLETE NATURAL GAS OR PROPANE PIPING SYSTEMS (AS APPUCABLE, REFER TO PLANS) SANITARY WASTE PIPING BELOW SLAB, VENT PIPING ABOVE CEIUNG AND UP THROUGH ROOF AND DOMESTIC COLD WATER SUPPLY PIPING wtitegE :01M ,u„t51W-4° e. CONDENSATE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). TO TENANT'S DEMISED PREMISES PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO wn=., ., ,,,Ld‘i a- a c,2 = <03wv- ..- f. TESTS AND ADJUSTMENTS. CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ,,,,,, .. ,,..., ,,, -Joinc, x .a 0-w=0 ti-c5r-'15,x= ti°2"qg ticngtlu g. SUBMIT A COMPLETE SET OF REPRODUCIBLE AS-BUILTS. 2X.rx-c -r:. Lit •.?..e.) 7. ACCESS ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE/MAINTENANCE EASE. E 3 I:".- ,., Z.3 ill 2 t,T- -?.. F_ 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL STRUCTURAL MECHANICAL AND ELECTRICAL L...ie wcat3wa'›- wi **4-Selw PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, 8. THE CONTRACTOR SHALL VERIFY WITH LOCAL CODES AS TO THE REQUIREMENT/INSTALLATION OF ANY *WATER SAVING" DEVICES TO THE s 2),--2 Lr=i- €2‘.'=.T-,-.• 2 g'11=t:1 It L.,..ra-4,T,E. ..s.- s. L..1.,R,,_ !-„- MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. PLUMBING FIXTURES. (EXAMPLE: TOILET, FAUCETS, ETC.). c',,, ....T.22 ..16-16 x ',.. . ,,,BL'm g`-'8°.5') t'c'.. /q.', '7::('ze"r=1-.) .1.2Lic--"q 1E5221-4 clip _ ...a.,,,5„ .. ..„,... ,..,..,. , 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE UNES TO FACIUTATE STORE DESIGN CRITERIA MUST BE 9. PLUMBING SYSTEM SHALL BE PRESSURE TESTED AND STERILIZED PER LANDLORD'S CRITERIA AND LOCAL AUTHORITY. tzlz.uzise =IEL., Edg 8 INCLUDED IN BID PROPOSAL. IlAIL4Rw. tg,R.T.,5 t,,,,,6.9,-,74 ENsE11.1 X.11- 58 EINPE25 10. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY B. EQUIPMENT AND INSTALLATION ADJUSTMENTS AS REQUIRED. ) N 0 2, 1. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, KOHLER AND CRANE MAY BE CONSIDERED , 1-1- WITH APPROVAL FROM ESD&C PROJECT MANAGER. gligt 2. SANITARY PIPING 0 ._. a. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2" OR CJ SMALLER MAY BE GALVANIZED STEEL. ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SUBSTITUTION WHEN THEIR USE NI IS PERMITTED BY THE LANDLORD, LOCAL CODES AND BUILDING DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. SUBSTITUTIONS MUST BE USTED AND QUAUFIED IN BID. NO PLASTIC PIPING ALLOWED. --1 <t b. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. ik I- C. CONDENSATE PI PING SHALL BE TYPE 'L' DRAWN COPPER TUBE WITH 95-5 TIN-ANTIMONY SOLDERED JOINTS AND WROUGHT PLUMBING RESPONSIBILITY SCHEDULE NTS NTS I- PLUMBIN PLUMBING GENERAL NOTES z.. 2 COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. 00NP011GOSCHD E 00NP011CONOTE B O ) C o 3. POTABLE WATER PIPING SHALL BE AS FOLLOWS: ROUGH-IN SERVICES 0 4C W ITEM FIXTURE DESCRIPTION REMARKS 1. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIAL LABOR AND SUPERVISION NECESSARY < CC CL. COLD HOT INDIRECT he Lid a. BELOW GRADE: TYPE 'K', ANNEALED TYPE TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER, BRAZE ALL WATER WATER WASTE VENT WASTE GAS TO COMPLETE THE PLUMBING WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARDS. C.) Z w JOINTS. A 4:t LA-I * . KOHLER "HIGHLINE PRESSURE LITE" MODEL NO. K- 3519, 1.1 GPF, 2. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING WASTE PIPING BELOW SLAB, VENT PIPING ABOVE CEILING AND UP THROUGH ROOF a a. cap AC PRESSURE ASSISTED WHITE WATER CLOSET WITH ELONGATED VITREOUS AND COLD WATER SUPPLY PIPING ABOVE CEILING PRIOR TO COMMENCEMENT OF ANY WORK. AFTER INSTALLATION AND FINAL CONNECTION < b. ALL OTHER: TYPE '1.' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95-5 TIN-ANTIMONY SOLDER. CHINA BOWL (OR AMERICAN STANDARD "FLOWISE" MODEL NO. 2073.014, 0 HANDICAP OF NEW WASTE PIPING BELOW SLAB, BACK FILL AND PATCH IN ACCORDANCE WITH THE LANDLORD'S CRITERIA REGARDING SUCH WORK. tx CD r■ 4. PIPING OF DISSIMILAR METALS MUST BE DIELECTRICALLY SEPARATED. WC WATER CLOSET 1/2* _ 4.. f _ _ 1.28 GPF, ELONGATED TOILET), 17r HIGH, WHITE OPEN FRONT SEAT AND Tv= TANK TYPE ' COVER iK-4710-T. FURNISH WITH BOLT CAPS AND CHROME SUPPLY STOP. '"" 3 CONTRACTOR SHALL FURNISH AND INSTALL ALL OF THE NECESSARY PLUMBING FIXTURES (SEE PLUMBING RESPONSIBILITY SCHEDULE ON 14.1 I ji CI 00 Z (NI (FOR PUBUC AND NON-PUBUC RESTROOMS). FLUSH LEVER SHALL BE .a Ce U)5. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS LOCATED ON THE WIDE SIDE OF THE TOILET. PROVIDE IK-3519-RA FOR THIS SHEET) TO SERVE THE TENANT'S DEMISED PREMISES AND MAKE NECESSARY INSTALLATION OF DOMESTIC WATER AND SEWER PIPING . r, PRIOR TO SUBMITTING BID. NOTIFY THE ESD&C PROJECT MANAGER, IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS RIGHT SIDE FLUSHING HANDLE. FROM TENANT'S DEMISED PREMISE TO CONNECTION PROVIDED BY LANDLORD. .0 0 0 STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE-IN AS FOLLOWS: --"'""m."'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII KOHLER *KATHRYN" CONSOLE TABLE TOP MODEL NO. K-30 • ■---- n a cn CD 4. SANITARY VENTS SHALL BE ROUTED TO THE EXISTING LANDLORD'S POINT OF CONNECTION WITHIN THE TENANT'S DEMISED PREMISES OR TO 0 UNDER-COUNTER LAVATORY MODEL N• • , a'ARE LEGS MODEL a. SNAKE SANITARY TO MALL MAIN AND REPORT ANY BLOCKAGE. A POINT APPROVED BY LOCAL AUTHORITY. THE CONTRACTOR SHALL PROVIDE A CAPPED TEE FOR POSSIBLE FUTURE CONNECTION (IF z LAVATORY 11111 a -6861 _, 1 • :e AUCET MODEL NO. K-8215-4 WITH POP-UP HANDICAP I.A V-1 illi 1/2 IMMIllwir!plInp.ii.--. REQUIRED BY THE LANDLORD). CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH THE LANDLORD'S ROOFING CONTRACTOR, AS 2 co cp2 b. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDED BY EQUIPMENT SUPPLIED. UNDERCOUNTER - ' - -:a, E SUPPLY STOPS AND P-TRAP. INSULATE TYPE 0 REQUIRED. VENT THRU ROOF SHALL BE AT LEAST 15 FEET AWAY FROM A/C UNIT FRESH AIR INTAKE. 0 P-TRAP AND SUPPLY LINES WITH ' ''' •a' mARMAFLEr PIPING 1":: Cn '1°Z re) 141 6. INSULATE ALL HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1 THICK (K=0.23 0 75*F) PIPE INSULATION WITH AN issimmillill11111111111111 INSULATION OR EQUIVALENT. (FOR PUBLIC RESTROOMS) ..............._ 5. SEAL AROUND ALL PIPES PENETRATING FIRE SEPARATIONS WITH LISTED AND APPROVED FIRE SEAL MATERIAL ONLY LISTED AND APPROVED 41( r,r) I-- ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. KOHLER "CHESAPEAKE" 20" X 18" LAVATORY, MODEL NO. K-1729 (OR SEALANTS AND METHODS FOR THE SPECIFIC USE WILL BE PERMITTED. ce III ° " 0 AMERICAN STANDARD *COMRADE" WALL-MOUNT SINK, MODEL NO. 0 < L.) cn .. La 7. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG s'ARMAFLEX" PIPING INSULATION OR 0124.024). FURNISH WITH CONCEALED ARM WALL HANGER, CHROME SUPPLY 6. THE CONTRACTOR SHALL INSTALL ALL TOILET FIXTURES IN ACCORDANCE WITH ALL CODES AND AS REQUIRED BY LANDLORD'S CRITERIA. L. La "'" Z .: Cr a. o TRUEBRO MODEL 102W u HANDI LAY GUARD" INSULATION KIT. LAVATORY Cr 1/2. - r 1 1/2. _ _ STOPS AND P-TRAP, KOHLER LEVER-OPERATED "CORALAISN FAUCET MODEL HANDICAP CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE WATER CLOSET AND NO MORE THAN 44" A.F.F. i 0 • LAV-2 WALL NO. K-151824 WITH POP-UP DRAIN. INSULATE P-TRAP AND SUPPLY TYPE 1.-.. . vi Z 8. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS MOUNTED c) •• ....., UNES WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR 7. THE CONTRACTOR SHALL ENSURE THAT All SLAB PENETRATIONS WITHIN THE TENANT'S DEMISED PREMISES ARE PROPERLY SEALED AND ■ La .z. (,) SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING IA ''kut) < ' 0 t7) cl WHERE REQUIRED BY CODES. EQUIVALENT. MOUNT AT HEIGHT DIRECTED BY THE ARCHITECT. (FOR REMAIN WATERTIGHT TO PREVENT ANY POSSIBLE DAMAGE TO OTHER TENANTS AND/OR TO THE BUILDING. FAILURE TO DO SO SHALL BE AT -, X CM tj oe CL (D 01 NON-PUBLIC RESTROOMS) THE RISK AND SOLE EXPENSE OF THE CONTRACTOR. o gx Lu ,D 0_ 0 c..) w tn 9. STERIUZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. " 1111111MMIIIIIIIMMIL1111.111111111111 KOHLER "DEXTER" URINAL MODEL k* •- ' - :• - alf ' 1.0 GPF 0- • V) - V) CI Lai 8. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE, AND BEAR UNDERWRITER'S LABORATORIES AND UNION LABELS WHERE SUCH U R WALL 11111101111131111=1_...1111...., a•di.•-: i -:--•t'Ill-4# ::a a K" WHITE VITREOUS CHINA) FURNISH WITH HANDICAP LABELING APPLIES. REVISIONS: 10. CLEANOUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR IjSy.N.am...mmun•EmillillIlIllMMIII SLOAN ROYAL 186-1 FLUSH VALVE. TYPE COVERS ARE TO BE BRASS, UNLESS OTHERWISE SPECIFIED. PROVIDE FLOOR COVERS WITH INSET AREA FOR CARPETED LOCATIONS. , ■ REQUIRED BY: DATE ALL CLEANOUT LOCATIONS SHALL BE APPROVED BY THE ESD&C PROJECT MANAGER. .1111111111111111.11111111..1111111111 ELKAY WALL -MOUNTED, INED,ELBAWRARTIEERR-CONTAINED, RI IC, REFRIGIE.RATEFul 9. PLUMBING CONTRACTOR TO FIELD VERIFY PROPER SLOPE OF EXISTING SEWER TO MAIN SEWER PRIOR TO ANY NEW PLUMBING INSTALLATION. AP LANDLORD & BLDG. DEPT. COMMENTS 08/12/10 FURNISHED * 11. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED, AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS AND WITH PLUG-IN, 3-WI' '• - ; • 1 SERVICE CORD. STANDARD 120V, 10. PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO BECOME FAMILIAR WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER CEIUNGS IN FINISHED AREAS. DF DRINKING Ili 1 1/210111111.14m-P-- •--ion v a' RECEPTACLE REQUIRED, RATED AT 15 AMP MINIMUM, TO FOUNTAIN EXISTING JOB CONDITIONS THAT MAY AFFECT THE WORK. ADDITIONALLY, PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND iii RECEIVE 3-WIRE PA I Il• :- k Z OUNDING TYPE MALE PLUG. PROVIDE DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER LINES, ETC. 12. LEAKAGE TESTS SHALL BE PER LOCAL CODES MINIMUM AS FOLLOWS: ill11111111111 CHROME SUPPLY STOP AND P-TRAP. SEE 'a ' - ' !' NSTRUCTIONS ■........_ FOR PROPER INSTALLATION PER ADA. 11. PLUMBING CONTRACTOR TO FAMILIARIZE AND FOLLOW SPECIFICATIONS AND DETAILS CONTAINED IN DESIGN CRITERIA OF TENANT HANDBOOK. a. TEST WATER PIPING AT 100 PSIG FOR SIX HOURS. FIAT MOP MOLDED STONE SERVICE BASIN MODEL NO. MSB-2424 WITH VINYL BUMPERGUARD. FURNISH WITH AMERICAN STANDARD FAUCET MODEL 12. PLUMBING CONTRACTOR TO CLEAR ALL EXISTING AND NEW DRAIN UNES AND FIXTURES, PRIOR TO TURNING OVER SPACE TO TENANT. MS MOP SINK 1/2" 1/2" 3" 1 1/2" - - ' b. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. NO. 8344.112 WITH INTEGRAL VACUUM BREAKER AND STOPS. PROVIDE 42" 13. PLUMBING CONTRACTOR SHALL PROVIDE ACCESS TO VALVES, TRAP PRIMERS, ETC. INSTALLED BEHIND WALLS, FLOORS OR CEILINGS. RUBBER HOSE WITH FAUCET. 13. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD _.....••=_ImmuNim 14. NO PLASTIC PIPING ALLOWED. APPROVED ROOFING CONTRACTOR, WHERE APPUCABLE. 0 wH_1 41.....nommi iiiimmummi_ _ maimacjili!ttrieZ 11.1■1;,e2g _a .,. 4111.11w-4.11g.:=;-.1.-"'w-- -7---. • , WATER HEATER 3/4" 3/4" /A RHEEM WATER HEATER MODEL NO. EGSP-6, 6 GALLON, 208V-10-60, 3 .INDICATES NO REVISION TO THIS SHEET 14. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS, IF APPUCABLE. Wn,-' (TANK TYPE) %"A" *"" - - 3/4" _ KW AND 14.4 AMPS. REFER TO PLANS TO DETERMINE IF WATER METER IS REQUIRED. PRIMER TRAP - - PRECISION PLUMBING PRODUCTS TRAP PRIMER, MODEL NO. P-2, COPPER 0 SHREMSHOCK TP 1/2" - - - END OF SECTION 220000 BODY, ADJUSTABLE WITH 1/2" COPPER TYPE "L" TO FLOOR DRAIN. ZURN FLOOR DRAIN MODEL NO. Z-415-6B, CAST IRON BODY, WITH DEEP Shremshock Engineering, Inc. FD FLOOR DRAIN - - 3" 1 1/2" - - COMBINATION INVERTIBLE CLAMP AND ADJUSTABLE COLLAR, 2" BOTTOM SEAL 6130 S.Sunbury Rd. Westerville,OH 43081 OUTLET WITH 6" ROUND NICKEL BRONZE STRAINER. P-TRAP t:614 545 4550 f:614 545 4555 WATER SIOUX CHIEF 650 SERIES WATER HAMMER ARRESTER OR EQUAL WHA HAMMER - - - - - - ARRESTER ! ei,! ,.. lifr ZURN ZN-1446-BP CLEANOUT TEE, DURA-COATED CAST C-72;` . ., W C 0 WALL CLEANOUT - - - - - - IRON BODY, GAS AND WATER TIGHT BRONZE PLUG AND 44, 6.it,..),1 ;_ .., .-,....vio ' r- .., STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. ZURN FLOOR CLEANOUT MODEL NO. ZN-1400 WITH GAS-TIGHT AND Vel FCO - - - - - - WATER-TIGHT TAPERED THREADED PLUG AND ROUND POUSHED NICKEL v ,„.,_tpiv..G0 ,.1 CAMLEANROUT ' BRONZE SCORIATED ADJUSTABLE TOP. / _---..........mmmomMEMMINNIONIEBEVIIIIIIIIIII I . 'ti -LIE WITH PLU a ' ' i " 7 :>' CO CLEANOUT 11111111.1111MMIMINIllmon•i-- -::; ,- """ul:Ilteill AND WATER-TIGHT ABS TAPERED THREADED ......,:.::,2,....1...2--> --.............meneMINIIIIIMMEMIENIMI PLUG. -_____ [1:777q731.-77.=;. 4247 1' 7/31 d DATE ISSUED: 06/25/10 REFERENCE ONLY DESIGNED BY: RP NOT APPROVED WITH THIS PERMIT DRAWN BY: RP CHECKED BY: J T P PLUMBING SPECIFICATIONS! 1 DRAWING NUMBER: - 4- ) (11 1 PLUMBING SPECIFICATION NTS OONPOMOSPEC F PLUMBING FIXTURE SCHEDULE NTS 00NP011EOSCHD D PLUMBING CONSTRUCTION NOTES INICIIMIll 00NP011A0NOTE A 110 h 41 , .Ki CONNECT NEW SANITARY LINE INTO THE LANDLORD'S EXISTING SANITARY SERVICE. FIELD VERIFY EXACT LOCATION OF LANDLORD'S MAIN PRIOR TO BIDDING. INSTALL CLEAN OUT AT CONNECTION TO LANDLORD'S MAIN. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. FIELD VERIFY EXACT LOCATION OF SANITARY CONNECTION PRIOR TO BID. - r 0 3" it D 02 y[ : VENT TO BE EXTENDED THROUGH ROOF. OFFSET 2'-0 AND TERMINATE WITH 3" VENT THROUGH ROOF. CONTRACTOR SHALL MAINTAIN 1-1/2"I ` ; P03.1 10'-0" MINIMUM CLEARANCE FROM ALL INTAKE HOODS. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. I .1-1/2 3 CONNECT NEW COLD WATER LINE INTO THE EXISTING COLD WATER TAP. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR E 1-1/2" 2" O 0■I 1/2" FD I I FURTHER INFORMATION. FIELD VERIFY EXACT LOCATION OF LANDLORD'S DOMESTIC COLD WATER PIPE PRIOR TO BID. • - •� 1 ODREAMSTEAMER 1 j2 PQ3.1 1/2" FROM TP r 2/ 0 PROVIDE WATER METER WITH REMOTE READER PER LANDLORD'S AND WATER COMPANY REQUIREMENTS. FIELD VERIFY EXACT LOCATION AND V :rr`' I (BY..OTHERS). I „ REQUIREMENTS. E 3/4" 0 TP "( ∎ ./ O WH-2: PROVIDE NEW TANK TYPE WATER HEATER. MOUNT ON SHELF ABOVE MS. ROUTE DRAIN UNE TO MOP SINK. SEE RISER DIAGRAM, • 1-1 j2 I �,, 1 WCO PLUMBING FIXTURE SCHEDULE AND DETAIL B ON SHEET P03.1 FOR REQUIREMENTS. {,.� ... WHA 0 % I 12„ I % " I 1 ., fi WHA: FURNISH AND INSTALL WATER HAMMER ARRESTERS IN THE DOMESTIC COLD AND HOT WATER PIPING AS SHOWN ON THE WATER RISER �"' '` ` ; I.�� 3/4" ,/' � / I FD 1 4" DIAGRAM. WATER HAMMER ARRESTERS TO BE LOCATED IN AN ACCESSIBLE LOCATION. _ _ z 0 © 3/4" �" FCO I _� " �„� — 3/4" 3 .+ 1. 2" ( INSTALL 1/2 COLD WATER PIPE FROM TRAP PRIMER DOWN IN WALL UNDER FLOOR TO FLOOR DRAIN. TRAP PRIMER TO BE LOCATED IN AN < oes .i„,.:„: .:. I ( ) I 4" LAY-2 ACCESSIBLE LOCATION. E O TYP. EX. 3 4" R " JNIWC 8 PLUMBING CONTRACTOR SHALL INSTALL A 3/8" BALL VALVE ON WALL FOR DREAMSTEAMER. E :: ;; r;; / 1/2 MS ,� O 3 E " ' I LAV-2 4" g ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. r: . : 1 2 4 / 0 FCO 0 :r:, WC 1/2" FROM TP E W '``:- ::: t B a TP 4 0 WH-2 4". EX P03.1 co� W lik0 w 0 iiE::: i::.E:::': NTS NTS MEMO a DOMESTIC WATER PIPING DIAGRAM _ D WASTE & VENT PIPING DIAGRAM _ PLUMBING CODED NOTES IMIIIIIIIIMIIIII B -- Z = a z :::„..::;; �n�ZU1c �Zw Z R.1 t� R SWOs 2 �3�zU, W mx=U=/) x t--� / \ _. \\ C7�VI_.: ZFO 3Jj W�WQ\ �+-W3NZ V O� W Z Z(DO~=W =Q p C9 nod Z W=U= ..Cmmt W N .7,W Z OZtsZO f?) .mZO ~ z,6= ..„..„caz Licago -arW-.=m O w s Z 3 U O W=Z f- U OW�m"..'i O®t/,O0 •.0.,.ZO °"0[W O W W G.Z tey,,)O W L 6 d' Z W±.1'O p,V=". 5811'-- -2,4 Z O.. ►_N N �WUQ.'0 W.'n'tW>O a WOW W .8e, 3() U I....NW 0 O W'�N�a Oc'..C° pYa. 3W�a W aa-otaw Qo3WC=.>0 zop >_� HN maa,, vtW...too tn�-. w, =?►W= z=vc, g d l,..dO O z " W F � .OZ ti ''' 2-; -y��o V W~ U Z N V aW Z Z ADJACENT TENANT ~W z 3=� ti W - =S�Z p �ZO W�S d.=�.QZ= (N.I.C.I a =oO wW W WE W �Z,. wOv M,==,~/3m Z=W OY- W Q V,Q=Z Z == X ,n051-= : NaOO�W NJaOS� OXZ.,= :, 'Z�ZZZZQ ç2 - 9 =g t�Z 0000 t,, ZVQQVWi SZ Vo to d W W WO W U WZO0=m EW S =W L'`-'_i mc°1""-N 0 °QCmU3 om NYWZ Ur• 0 0 i O W a d W7- aW O W Wm 0 ij L. 1 ? a NON-SALES C D N - D Lo C/Mk P02.1 P02.1 WCO TYP. Y o 0' - 1,/ 1 Q r P03.1 (BY OTHERS). ,/ %� l 0 `� I I 1 i � O 1 I• I d 1 o Q . .FD w 11 Ni / F 41 i , LAV-2 L Il---- . I 1 1 O(TYP) 1 TOILET 0 c • E _ _ A FCO (TYP.) I "� V FD (TYP.) Z w I P03.1 - MS , �IF, P03.1 .. 0 —a w H O �i iA' Q = a _� I WC Q _ Y w -- ■3/4" B A aW■ ØwH-2 4" � P03.1 Q Q cr 0 h. Co 0 F I A LANDLORD PLUMBING NOTES: w z ° N Lo ea IX " �h r 1. TENANT MUST PROVIDE MAIN WATER SHUT-OFF VALVE AT EYE LEVEL IN .4 = o EL 4 DENIM RESTROOM. TENANT CONTRACTOR MUST NOT COVER MALL CLEANOUTS pr 0 ^' ROOM LOCATED IN FLOOR AND MUST PROVIDE ACCESS TO ANY CLEANOUT LOCATED t/) 0 ,ll IN WALLS. s' Z z 0 1 ci) I- EX. 3/4" 0 ChOl' Efpv) CS4'i Z M ••d' t/? O U Q Celli . Z •: >— W NON—SALES F— Q„ AREA V a, to .. • Z La Liu X CZ cria. 0 Uwttn I Q_ W • to i to cl w o J REVISIONS: P REQUIRED BY: DATE LANDLORD & BLDG. DEPT. COMMENTS 01/12/10 �i I 1 1 , •INDICATES NO REVISION TO THIS SHEET cal SHREMSHOCK Shremshock Engineering, Inc. 6130 S.Sunbury Rd. Westerville,OH 43081 t:614 545 4550 f:614 545 4555 Tt': ".4 4t; �1'� REFERENCE ONLY j NOT APPROVED WITH THIS PERMIT Ni,..,...._' `/ S'3 : EXP=R,t =N i E: MOW W/349 DATE ISSUED: 06/25/10 DESIGNED BY: RP DRAWN BY: RP CHECKED BY: JTP S i -- 4111111111 PLUMBING PLAN AND 1 , ....... %Fp! A 1 , NOTES 1 1 i VERIFY ALL FIELD CONDITIONS PRIOR TO BID DRAWING NUMBER: 1/4 - � -o A PLUMBING PLAN _ It (it, 2 , 1 1 / • TURN DOWN INTO STACK NOTE; POWER AND WATER TO BE LOCATED WHERE MOST ACCESSIBLE, BASED ON DETAIL ROOFING MATERIALS ( i....n.R) . z (FLASHING, ETC.) PER I 0 A . LANDLORD MIN. 1 2" REQUIREMENTS r . . , ,...... N l.., —..... ..,.e. Z . HANGERS (MUST BE .....2)0,...._ _ _H4% ..' "----C.W. MAIN 1 -----Joisr/BEAm yr TYPE "L" SUPPLY ri 1/2" TYPE "L" WATER SUPPLY„ 1 11 "---CEILING MIN. 12" ,• CLAMP TO WALL AT TOP, 4 24-0" MAINTENANCE ' CLEARANCE MIDPOINT AND BOTTOM. (DO NOT . 4 WALL 4 ..f. RUN PIPE INSIDE WALL) 4 ... .,- RECEPTACLE (SEE 1/2" C.W. SUPPLY .•■••• AMM■11. Z 0 ::::., : 4 ELECTRICAL DWGS.) ,..,, ■ : 1/2" TYPE "L" DRAIN DOWN FACTORY POWER ci.. ..,.,..... . , TO FLOOR DRAIN. TERMINATE WALL CORD WITH PLUG ROOFING MATERIAL ROOF 0 ,...: Z I4 1" ABOVE FLOOR DRAIN , , '.:7" - ;AM , , ••• Anil: 4' NW- 1 \ CONSTRUCTION WI CI: . ' WATTS SERIES "9DM3" i '-'"'" L.11 • /pi . ' DOUBLE CHECK BACKFLOW 2 i . -■ . NON-SALES DREAM- % PREVENTER WITH VENT * `•..." DREAMSTEAMER O. 40 ''' ' ".) ) SLEEVE ROOF CONSTRUCTION AS REQUIRED I— Cl) . ., ,._... 1, 88* STEAMER ill ■ PROVIDE A 3/8" BALI. " g rOr 4 VALVE ON WALL I Er INCREASER WHEN 11: f4 INSTALL 3/8" X 72" V /8" BRAIDED REQUIRED ■ r'•' . ..•.4 '.::.'::::'. I I . CC -, C FLEXIBLE BRAIDED Le a" 01 FLEXIBLE TUBING CO oft _. ili *13 1:. ', 2...0" DTURBINGsTFURNEIRSHED WITH FLOOR DRAIN , K Eli 1— ..i, -,... u u i , ........ FLOOR DRAIN--10, \ -FINISHED FLOOR ''''`■ X :,-, ;.-- - ....... VENT STACK , SECTION VIEW PLAN VIEW ,...... Liu •..., '''' r- 13 ...,... -- -- up DREAMSTEAMER DETAIL NS 00 TM031HODRST H VENT THRU ROOF DETAIL MIIIIIUIIIIII n OODP031DOVIRD 160 <nRi9ei 2 tri L5.>- `e,' n 6 g t•z2 id'a i-;38 Z RATED WALL L...,IER (15,3 .5 wt14K-cmg 'VII III Pill ...-sm 2m ,,.,,i EEILAZ .t,i' [.3 1"2°62r- / r XIBLE FILLER 01 ' 1" FIBERGLASS INSULATION THRU WALL ,...., ..-- .• L..„-L:„ ...,Lat ,.. Q... 4,.„-- - wi....—.-, „,„ --,7,, . - -. ...,...0.--itm (E) OR (N) PIPE 4 I cfl.,,,.. ccw=— 12E! PT op- 0 oww CD R...zp,ii, ig,i,±6 fi'l_ coll =‘,2M02,5 Or d EVE , .................41111 -_______1111=111 cixE.3. LL, MIN. 4N Mil 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIINIIIIIIIP i = ..c.-- ..‹ ->-nE_, .15, 4p.. EV El-'Ej-- E:_'.3 aci.'I- nEEF-ci=S '4 IIIIIIIIIIIIIIIIIIIIIIIi 111MIN I b-ibr,31,,c5 t0.11,2-..wc-) =ow gt,-) cl. Zn6c.6 R,I:Liu, -.. .. .. .. . .. . . .... , ° .. • .. .. • olin r V• •• '.. • • •• .: ''. • - .. . .. .. - : I 1 111 1 ' . : • ••• ..'d '.4 .' •4'4 .• . %. 4,—: 0 , 0 -'-, * - ''. .• N'... *.•' ':. • ....•. 1 ' L.'(X '-“...0..sE cn ots. if_° A .:4 ;....1,. .■. :.....:.. :. .■..'....4' .. 4.; / 4 .. .- •••°•... .. .• . .•4.... .... ..,-. .. ,• ea=.n ., aL, cx,,,o..=o •-• -• -• • -. ,-. . - .• : •••• ••••. - . - s - 3M BRAND Fl' !. :ARRIER ,e, mt6 Tffi..., 4.2740.1 ; 0, CP25WB+ LK ■ • EQUAL. I I wm.lic mi, wm tr) = LA.1=0. = NON-COMBUSTIBLE FIRE STOPPING COM PLET- FILL A LAR FLOOR SLAB $ PIPE SPAC :ETWEEN PIPE . 9 W. AND LEAVE A MIN. :/8" BEAD AROUND BOTH wenEA,T22 (ncele6- ctf, ,,,,,,BL A A/ OUTSIDE FACES OF WALL V52-1=2 0L2 9r5 sI3.,18.m m,3B8n8 ,128,7,1 gw'i:465., xv.,...--). .., .=,,.... ,m,..EB murocmQwt.x lf. E3,T.L,v,>.6.fr -T.Lct. D315 Lz.1 ;4oiz-ay,_73 E: ALL FLOOR PENETRATIONS MUST BE SLEEVED AND LIQUID - GHT. N ...---,1.41 k I.. :. • - A ,a i I ll I. ,:, 21,... - 0 * A 014) 0 Lc) 0 Li- ge `--. ‘---0 - 0 CI. •--- CD ,...--• NOTE: INSTALLATION TO FOLLOW UL SYSTEM WL 1001 OR WL 5039 0 AND BE A UL TESTED ASSEMBLY. CNI C•4 —1 —1 • < PIPE FLOOR PENETRATION DETAIL NTS OODP031GOPFPD G PIPE THRU FIRE WALL PENETRATION DETAIL NTS OODP031COPFWP C U.. •• (") La Iliji ---: 0 VACUUM BREAKER it— : 0 < Lt , BY P.C. Ne Lt.I -.■,,,....,, ,..., CI—Hw ---- A „cc w■ a UNION BY P.C. (TYP.) cz 0.. CD 4t I /I WALL CLEANOUT WALL ACCESS COVER 3/4"?-----CW GATE/BALL VALVE THERMAL EXPANSION /3/4" T■Ite- \ WATER HEATER SEE PLUMBING FIXTURE SCHEDULE FOR ADDITIONAL INFO. CZ° 1.1..1 a a CC < - n D g • 0 r' w 0 co z in r-- o o 0 TANK, IF REQUIRED •• BY CODE 2" WIDE, 20 GA. SHEET 0 CO METAL BAND AT UPPER THIRD ....r I— lii 3/4" T & P RELIEF ,4 AND LOWER THIRD, SECURE TO WALL FOR SEISMIC BRACING < ..ip oZz 1,1) Cn IP 1 pt) e VALVE BY P.C. i m ow . c, EN umil < (....) .. w r -1 - WHERE BY CODE. c) RUN 3/4" COPPER PIPE I _ TO MOP SINK -- i 111 •I -I ._ z limr •:: ,,„ >- cr WALL GALV. DRIP PAN I-- ... tn: Z ,.... ... --/ DRAIN VALVE BY P.C. all'*. BY P.C. C...) w Lami a. La.' ,.Z. c j 6"---.-- i \ / I--f _ ....„ a) 0 Ce _______" 0 X -*co < • 0 Eh en ce 11.1 MD 0- 0 CI- • V) - V) 0 W - PLATFORM BY 1" SECONDARY DRAIN rm- REVISIONS: ., C>..... - GENERAL CONTRACTOR r REQUIRED BY: DATE DRAINS TO AP MOP SINK LANDLORD a BLDG. DEPT. COMMENTS 08/12/10 -t---- NOTE: INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. , NTS NTS WATER HEATER DETAIL • WALL CLEANOUT DETAIL OODP031FOWCOD F OODP03130WHIR B .INDICATES NO REVISION TO THIS SHEET REFERENCE OlssTLY NOT APPROVED WITH THIS PERMIT SI SHREMSHOCK Shremshock Engineering, Inc. CONCRETE SLAB OR 6130 S.Sunbury Rd. Westerville,OH 43081 CLEANOUT PLUG FINISHED FLOOR t:614 545 4550 f:614 545 4555 FINISHED FLOOR FINISHED FLOOR COVER SEALANT GRADE AT LOWER LEVEL . .. -. :4,-1//1":1::!;- .7„:i::45,.,.,. , ,,,,,Pti,:4:-:,,,' • 1, MIMI,1••••011.11•111,,MIMI.- ,,,,,,,,,,, V..., C./ 0 — , to , 7:ii',7 8 P 1::: t; 7 , CONCRETE SLAB ADJUSTABLE HOUSING '• -- ct. : . r - - ,;.- • _ .• v. .., .. .- ::41C ,,, . . 4 millwmilmm - • - : • ''''*. infieruirgr•• TO TENANT'S A41 Y INIM■•••■1111r NIIIIIIII;MIIIIIIIIIIIIIA 41 • AlW" N STRUCTURE AT Wei .ti#*# --, ii •N` N• . N,b•\''■ *. ./. • -/-G• -I- r SANITARY SEWER ir . A - . T•7:..,,,,-1, , . v..4:•--... ntrrr->>../.ASAANANA\a.:*•--k2. . "1,,,--- - :,,,,(:%,- 44 • • • . UPPER LEVEL . , .. °• „ ...,-L1,;,;:: :;:)9.- - .f Mill . 4 • .- .101■11111111,,No■ Nj •UIV.V T 1 . •4 . *4 • • 4 <7. ..,i. . . g.,.„..i.,., r „..„,..,„....: , ,,,,, . ,,,, ,,,,,,„:...,... -470, 8 \< (-N STRUCTURE AT X UPPER LEVEL / / < MIN. 4” DEEP SEAL DATE ISSUED: 06/25/10 SEALANT e e ■ ,..,.i \ ..„............ ....) DESIGNED BY: RP DRAWN BY: RP GRADE AT LOWER LEVEL CHECKED BY: JTP TO TENANT'S PLUMBING SANITARY SANITARY SEWER i DETAILS 1 DRAWING NUMBER: FLOOR CLEANOUT DETAIL NS OODPT031E0FCOD E FLOOR DRAIN DETAIL 00P031A0FLDN A It •,. „....„ 3 m _ 1 t, _ STRUCTURAL NOTES: CONTROLLING BUILDING CODE: 2007 OREGON STRUCTURAL SPECIALTY CODE C. MASONRY WALL CONSTRUCTION D. CAST-IN-PLACE CONCRETE F. SPECIAL INSPECTIONS SEISMIC DESIGN CATEGORY 'D' 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ASCE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI PROVIDE SPECIAL INSPECTIONS PER NE: 2007 OREGON STRUCTURAL SPECIALTY CODE A. LIGHT GAGE FRAMING 5-05 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND AT 28 DAYS, WITH A WATER CEMENT RATIO = .50 (MAXIMUM). SEISMIC DESIGN CATEGORY 'D' ASCE 6-05 "SPECIFICATIONS FOR MASONRY STRUCTURES". 1. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: Z 1. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE 2. ALL REINFORCING STEEL SHALL 8E NEW DOMESTIC DEFORMED BILLET O LATEST EDITION OF AISI "SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL 2. HOLLOW LOAD SEARING UNITS SHALL BE NORMAL WEIGHT, TYPE N1, STEEL CONFORMING TO ASTM A-615 GRADE 60. a. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS STRUCTURAL MEMBERS". CONFORMING TO ASTM Cq0, WITH A MINIMUM NET COMPRESSIVE STRENGTH TO THE APPROVED CONSTRUCTION DOCUMENTS. ;..,.. OF 2500 PSI f'm = 1900 PSI . 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 DELIVERED IN FLAT b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, V , 2. ALL MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL MEETING SHEETS. AND TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE. Z = °:,._' :` ASTM A653-q4, AND THEN ZINC COATED PER ASTM A525, GRADE G-90. 3. MORTAR SHALL BE TYPE M OR 5, CONFORMING TO ASTM C270. c. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE 3. ALL COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, 4. COURSE GROUT SHALL CONFORM TO ASTM 0476 WITH A MAXIMUM REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-05. BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN C.� ~ ` ` "CLARK" OR EQUAL. THE INSTALLATION SHALL COMPLY WITH THE AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF PROFESSIONAL IN CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. - - - Z MANUFACTURER'S RECOMMENDATIONS. MINIMUM LIGHTGAGE METAL STUD AND 2500 PSI. 5. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD d. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY Z JOIST PROPERTIES SHALL BE AS FOLLOWS: PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315-94, DISCREPANCIES NOTED IN THE INSPECTIONS SHALL SE SUBMITTED TO THE BUILDING OFFICIAL T O 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. AND ARCHITECT OF RECORD PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. - - Z C.) - PROVIDE DEPTH AND GAGE THICKNESS PER DRAWINGS. CELLS FILLED WITH COARSE GROUT. T 6. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, 2. EXPANSION AND EPDXY ADHESIVE ANCHORS. a Oa - UNLESS NOTED, JOISTS AND STUDS SHALL HAVE A FLANGE WIDTH OF 1 5/8", b. VERTICAL REINFORCEMENT SMALL BE HELD IN POSITION AT THE TOP AND ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE WITH 1/2" RETURN LIP. BOTTOM AND AT A MAXIMUM SPACING OF 8'-0". REINFORCEMENT SHALL BE CONCRETE IS PLACED. a. RECORD PRODUCT DESCRIPTION INCLUDING THE ADHESIVE PRODUCT NAME AND EXPIRATION W Z ,‘,.„: ,,., PLACED IN THE CENTER OF THE MASONRY CELL, TYPICAL UNLESS DATE, ADHESIVE MIXING PROCEDURE AND USE OF PROPER NOZZLES FOR ALL CARTRIDGES. W 0 ',.; - UNLESS NOTED, TRACK GAGE SHALL EQUAL STUD GAGE. STANDARD TRACK OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., (PERIODIC) "" FLANGE WIDTH SHALL EQUAL 1 1/4", AND DEEP LEG TRACK FLANGE WIDTH NECESSARY TO SUPPORT REINFORCING STEEL. CHAIRS WHICH BEAR ON b. VERIFY ANCHOR OR REINFORCEMENT BAR MATERIAL, GRADE, DIAMETER, LENGTH, AND 0 ''z..'' SHALL EQUAL 2". 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS WHERE EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC CLEANLINESS, (PERIODIC) Ii' T .` SPLICED UNLESS NOTED OTHERWISE ON DRAWINGS. TIPPED OR STAINLESS STEEL. CHAIRS WHICH BEAR ON EXPOSED CONCRETE c. VERIFY DRILL SIT DIAMETER, INCLUDING VERIFICATION OF DIAMOND-CORE AND CO CI `. SURFACES TO RECEIVE SANDBLAST FINISH SHALL BE STAINLESS STEEL. CARBIDE-TIPPED DRILL BIT COMPLIANCE WITH ANSI 5212.15. (PERIODIC) W v�'4 4. BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR NON-SHRINK 8. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE d. VERIFY DEPTH AND CLEANLINESS OF HOLES. (PERIODIC) CO 4 GROUT SUCH AS "MASTERFLOW 713" BY MASTER BUILDERS. DUR-O-WAL AT 16" C/C., UNLESS SHOWN OTHERWISE ON NE DRAWINGS. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR e. VERIFY CONCRETE COMPRESSIVE STRENGTH BY ASTM C42 METHODS. (PERIODIC) Cl) REINFORCEMENT: f. VERIFY PHYSICAL PROPERTIES OF THE CONCRETE MASONRY WALL CONSTRUCTION COMPONENTS. O :." 5. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING CADMIUM PLATED OR q. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND (PERIODIC) �' :<::::. •> µv:: ZINC COATED SCREWS (UNLESS NOTED). SCREWS SHALL BE OF SUFFICIENT SIZE CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT 3"----CONCRETE CAST AGAINST 4 PERMANENTLY EXPOSED TO EARTH. g. VERIFY SUBSTRATE TEMPERATURE AT TIME OF ANCHOR INSTALLATION. (PERIODIC) GTO ENSURE THE STRENGTH OF THE CONNECTION. WITHIN THE 6 INCHES. LAP WITH STANDARD "T" AND "L" SHAPED PIECES --- h. VERIFY ACTUAL GEL TIME WHEN INSTALLED ANCHORS ARE NOT DISTURBED. (PERIODIC)AT INTERSECTIONS AND CORNERS. 2" -CONCRETE EXPOSED TO EARTH OR WEATHER, #6 THRU #16 BARS. i. VERIFY THAT THE ANCHOR INSTALLATION AND LOGATiON, INCLUDING SPACING AND EDGE - _ - �. 6. SPLICES IN FRAMING COMPONENTS OTHER THAN BOTTOM WALL TRACK ARE NOT DISTANCE, ARE IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. (PERIODIC) PERMITTED. 1-1/2"-CONCRETE EXPOSED TO EARTH OR WEATHER, *5 BAR t SMALLER. ' \ 7. STUDS SMALL BE INSTALLED SO NE ENDS ARE POSITIONED AGAINST THE INSIDE 1-1/2"--CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH 3. STRUCTURAL STEEL - - __ OF THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS AND a. MATERIAL VERIFICATION OF BOLTS, NUTS AND WASHERS. (PERIODIC) NOT USED __ S BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS, WITH (1)-#8 SCREW SPIRALS IN BEAMS AND COLUMNS. b. INSPECTION DURING THE INSTALLATION OF A307 THRU BOLTS (PERIODIC) IN EACH FLANGE OF EACH STUD, UNLESS NOTED. c. MATERIAL VERIFICATION OF STRUCTURAL STEEL 3/4"---CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH d. MATERIAL VERIFICATION OF WELD FILLER MATERIALS B. STRUCTURAL STEEL EARN FOR SLABS, WALLS AND JOISTS, #11 BAR $ SMALLER. e. VISUAL INSPECTION OF FIELD WELDS: CODED NOTES: • COMPLETE AND PARTIAL PENETRATION GROOVE WELDS (CONTINUOUS) 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR • MULTI-PASS FILLET WELDS (CONTINUOUS) ' 1 NOT USED THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR E. NON-SHRINK GROUT • z r FILLET WELDS > 5/16" (CONTINUOUS) Z N ;Z° BUILDINGS", LATEST EDITION. • SINGLE-PASS FILLET WELDS <_ 5/16" (PERIODIC) o W Z Q W_N a 1. GROUT SHALL BE NON-METALLIC, SHRINK RESISTANT GROUT • FLOOR AND ROOF DECK WELDS (PERIODIC) ® DBL 6" DP, 16 GA BEAM WITH r- CONFORMING TO ASTM 01107 WITH A MINIMUM COMPRESSIVE STRENGTH = r 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF r II-liggh, PluE ° °° o W= o 3 5/8" 16 GA TRACK TOP * NE AMERICAN WELDING SOCIETY, AWS D1.1. WELDING ELECTRODES SHALL OF 6,000 PSI f SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WORK DONE ON THE PREMISES OF AN .(ii,,..., m=_; z °° BOTTOM #S SCREW ` W°Z �- z Z = APPROVED FABRICATOR. °, BE E70XX, LOW HYDROGEN. W = a° ., .=.,= 2 0 12"c/c .� . � - W=°� oa = L J 4. MASONRY:• UOUd'O] =W-WZ U VQmO N 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO NE REQUIREMENTS L82 W a W N °W W NO V7�° E W Z� O V1�.UN to" OF THE "SPECIFICATIONS FOR STRUCTURAL .DINTS USING ASTM A325 DR a o° - ° °~W =`a°_°® DBL 10 DP 14 GA SEAM r a. AS MASONRY CONSTRUCTION BEGINS THE FOLLOWING SHALL BE VERIFIED TO ENSURE Z a _ A490 BOLTS" JUNE 30 2004. SEE SECTIONS AND DETAILS FOR SPECIFIC ` °~¢°Z o W w N° m^ �" WITH 3 5/8" 16 GA TRACK r COMPLIANCE: w z(Aa Z W J a Z a W o m TOP 4 BOTTOM *S SCREW CONNECTION REQUIREMENTS. • PROPORTIONS OF SITE-PREPARED MORTAR. (PERIODIC) j c 3 W Z a ° 0,0 W= m ��s °,_ � Z=aza° 12"c/c LOCATION OF REINFORCEMENT, CONNECTORS, AND ANCHORAGES. (PERIODIC) ° = -N°a a° a Z 4. STRUCTURAL STEEL BEAMS SHALL CONFORM TO THE REQUIREMENTS OF ` ' °a w°W W a Z,° W a°a 1 -' ASTM A%12 Fy = 50 KSI. STEEL TUBE SHALL CONFORM TO THE � Y b. THE INSPECTION PROGRAM SMALL VERIFY: „,,,,...J.... �;°�� =o� ° REQUIREMENTS OF ASTM A500, GRADE B, Fy = 46 KSI. STEEL PIPE a W~„W =W v y °W r G r y SIZE AND LOCATION OF STRUCTURAL ELEMENTS. (PERIODIC) W W a° 0--- W JU U 0,- ® NOT USED SMALL CONFORM TO THE REQUIREMENTS OF ASTM A501, Fy = 36 KSI. ALL • TYPE, SIZE AND LOCATION OF ANCHORS INCLUDING OTHER DETAILS OF ANCHORAGE OF 3°=a- a Z o w a 3 OTHER STEEL SHAPES, PLATES, ETC., SMALL CONFORM TO THE MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. (PERIODIC) („R W . 0.,_.„,:,=a°~ a°�,N REQUIREMENTS OF ASTM A36 Fy 36 KS!. ' °__,,,,EL, °~ 08-,±,m, ® NOT USED r Y a ~�.-° ~°Z<ZCi ~,.8� U • SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. (PERIODIC) _ a 2:5,--*- W Z=Z U zo v °°ce= Uz=@ w C. PRIOR TO GROUTING, THE FOLLOWING SHALL SE VERIFIED TO ENSURE COMPLIANCE: .....N a °W N°V W m~ N a `'W , ZNh-W d'Z a=HF-N = °r 6 BUILT-UP BOX COLUMN - DBL 3 5!8" DP, � a a O W x °W Y o 18 GA STUDS WITH 3 518" 18 GA GROUT SPACE IS CLEAN. (PERIODIC) � ° _°° ,��=W W a$'-'5.L.,'' • PLACEMENT OF REINFORCEMENT AND CONNECTORS AND ANCHORAGES. (PERIODIC) ..so~.- .,..0=w J... TRACK, EA SIDE. ATTACH BOX COLUMN Z3fswoR 3Wo°sa Zg�3"aa °'Ifs Z,O a Z Z N.. o Z a H TO BEAM PER DETAIL P1501.1 UNLESS °�°� N Z �z=N � _�W z�'`" P/501.1, d. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND ,, °("° a°`O -' t = mW W WO U W� OI �' d'W = C'- NOTED. CONSTRUCTION DOCUMENT PROVISIONS. (CONTINUOUS) d°W SH O�W X Z 1 S Z a W adW O S Oa S W a�F2-Z J W NW $F5 J SCREW 12"c/G e. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS CI) c■,i �r� SHALL BE OBSERVED. (CONTINUOUS) �,, cfl Ile Y f. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND WE 0 0 APPROVED SUBMITTALS SHALL SE VERIFIED. (PERIODIC) Q cs,j o 0 N J a 1111 IIIIIIIIIIII� -- Li_CODED NOTES R STRUCTURAL SPECIFICATIONS __ C 1.- Z W 0 -, WR. 0 , CD 0 0 0 0 0 0 0 . < t. ... W QW � <t ,_,_, 000 501.1 STOREFRONT •• z FRAM ING +Q a / \ O - - -- o __ o - - -- o - , i - - o- TO -o - -cr - ..0 , , , 0 Cn 1"".. -1 - ,- m , I l= CO -z pi) „ 1 i ' • _ � I M N F-- a _ - - - - �-- -Tr-IL_ - - ' 1' ! I I 0 `t U •• w 1 ' i ; ii ti W -) J : • , -j 1 1 I i I- a. 1 i i I) I CI- .) w 1 j1 I I + W f I I �- - >< COw 0) U ' a- O � I I I � 0 '+co < - 0V) C] I i i 1 ' - £k coa. 0 OW0 ' I i o_ • C - V) 0 w ' ' REVISIONS: = i REQUIRED BY: DATE /� 08-12-2010 i j _- I i A 06' MASONRY WALL I OPENING f I \ II! ', I i i i lit I _ -_ - - _ - j I t INDICATES NO REVISION TO THIS SHEET 0 O _- • 1 I ICI 0 Ca 0 10 ' , : - I I I _ PAUL J FORD AND COMPANY ® r 250 EAST BROAD STREET ' SUITE 1500 T---- ' j I COLUMBUS, OHIO 4321 -- i I 614-221 -6679 A35010-006 ,--r , r i i''' 1 1 i n I � I r i 11 � C7 t, /I I ( I I ' I � I t I t , a r $} F t I I I 11 1 ! 1 1 a ° I11 i1 i - - - I I - I �° . ,. °' I T .T ,! r ,. ,� :i.ct :. Ti:iiT:i 4 I ' ''H 06/2510 ii DATE ISSUED: r' 1 1I DESIGNED BY DK I I I ` I ;; i ' ! DRAWN BY: AAG J i ! iii 1 CHECKED BY: T! ri T , I i I ' I„ ' - STRUCTURAL l I I I ! I I T I I 1 ' I O I ' SPECIFICATIONS o _ O -- O I AND NOTES ._ 1 • , 1 , DRAWING NUMBER: 6/' '' il 41 ill \\ ---)) N i NOT USED N LOCATION PLAN Aso. ,,_ ,.......... _ BB ..■..,...-",/ ' , (11) 0 . MIMI 0 Z 0 (......:; .::.:... i _.... z -- __ z 0 ......:‘ -- = 0 w.....: SEE CRANING 501 .0 FOR „,... I STRUCTURAL NOTES iThr..1 o u) F.-- 11 ,q LI CO lima 'ii .s AND CODED NOTES . 0.. u) ,,,... x ,3.., ..,..:.::.. , - __ ...._ 12 ....., __ NOT USED SO ill. S NOT USED __ M STRUCTURAL NOTES & CODED NOTES OD SI. SIM D ... __ zo -----, ___.----■ -11 41111141111111111111111111 I I --- ------ ----- z , ' , K_ , / ' rh „ 6 ca a 0 01 ce ict. tn&J L.aR (13,36oE of„..1, -am= cz, a ou, zvi42 m w 0 z e: , c, a. 5 Frit...it= >< L.1 cnaow g2 ,-.) c),--,4 nw ujmozn›.- co,, aa Puonc,x u....aceo woo_n -m ,...,;112v,:sus Ce'etil,T, z == • tr)= 4 /, .7:m4.1›.-■ -"L.', '..- Uoucem Im.,..wz_ a.< 0 ce 0 ..,..a. -4. , a.. o_crem tnenui, mwm- ouii-8.-un ,= = , / 7 w z . noa,w / a a o ( / , anno6 3-c<,,,E I-- ; /'' zmoz -...- o o/--- =wa ,_ , 0....., wc, vw, 0 -, 1,4_, co ^,*--— 1 w—O.C..z. wil_2_71pg Iv .--- / ‘. / ' / z Ow z / / , , / gwg:i15 mv,o-i <QCL=Z- / . ta.ce=-0- Oci" ilel—c.= / / / / / / wOw wel-Za.0 wa.C.,< , / / / / / / =R87 Otn N / / / N/ is.t—I—(4W Er_w0WO CIEWPiAXU0 , / ' ' / VERTICLIP 5L5 11-2" LONG (MIN) BY z z z / / / \/ . .. „, L., Qw =w8nu uu.tn-icro 0 ...,,,.. , M.< / / , WE STEEL FRAMING NETWORK AT , Cims, ,,,Ce —, CecNOWS0 f Lirj,WCA-W 4°-22 ..CC:) 1.`it.,— „, ›. ).... -----.... ..,.,,....___......... ...,_ / / 17::LT, :c.'. L7"ig6.-L” 17-8.1=g , EACH VERT STUD. ATTACH VERTICLIP ,/ .,,.) .... .= . •.., ,,„ 3)-#10 METAL / VERTICLIP SLS 11-2" LONG , TO STUD WI (2) #12 SCREWS, PER J. ---- , ,_._--1-7-,-;.., , ‘ „ SCREWS AT EACH. , (MIN) BY THE STEEL / ' - MANUFACTURER'S RECOMMENDATIONS u,. .,.--. 4 J. i VERTICLIP FRAMING NETWORK AT z, , , / (-, Er -"-- ,,---- , ----- 4- , ,._. ,...., .. _ SEE PLAN {I Air ,,,,,,,/ , - EACH VERT STUD. it SECTIONS F0- ATTACH VERTICLIP TO , — — .(e,sg-.T_E r,-(2)°, /' ,, EXIST 1-1SS 8x4x1/4- /1----ut. I - - - - - • • - • • STUD 1,4/ (2)-#12 .,,/ '' , EXIST 1455 8x4x1/4 / __ • • • • .. ., .0.g . ... .= BUILT-UP BOX 4 , , HORIZONTAL GIRT 1 / • - - - A . _ ,, BEAM .4 4 ' - SCRBAIS, PER / - ...... - ,.,1,-,.,,,g ..i.,,, at=0-4„wc., 92,w28K1c) wm80"-= -&-w±-,.. = T,2Z3ff,To 12>-(ii...T ittilgaLla 16 GA TOP TRACK , i MANUFACTURER'S (2)-#10 METAL - '', ' - mzOctwx= ==wOct., OZ.20,..... (TRACK DEPTH SHALL ' RECOMMENDATIONS SCREIAIS @ EACH ...w... ,.. MATCH STUD DEPTI4). 6" 16 GA SLIP • . EXIST L3x3xI/4. e , ,, ,--,tsr) 16 GA. PLATE TRACK. SEE DETAIL , - v — - - •...... ...:_iii , z • • 0 co EACH SIDE WITH .... ,, ,...>„. 5/501.1 _ _ I _ _ EXIST L3x3x1/4 1 0 • (8)-#8 PAN HEAD AT 7'--6" 0.C. ---- N ,‘ - - - - - - - (2) SCREWS. STOP FULL LENT I-I i 1 oll • • III -# . TRACKS OF BUILT-UP , , v ...-1 1 0 .........., COLUMN 51-1ORT OF TOP IN. 410 Ippr- _____.: _ : . . . • • _ _ I• • i __ __ m. I• • • • _ _ _ _ 1 • • / 0 AI- TRACK - ... , CNI 0 ----__ ________ 6", 18 GA STUDS @ I I CONT. 6", Al 16" O.C. L___ ,...-- 1 3 5/8", 16 GA. STUD - . VERT @ 16" c/c. 1- 1---- _1 -,..- .z I r— --1 (REQP AT VERTICLIP . v 0 0 i _J .ct:t . . - . . CONNECTION) r Al -4 , A• • • • .0 METAL — •• 4 mi... 4.7.6. - - _ _ _ • _ • 11 - -11 H---1 ri„a„,,,Li 1 SCREWS, "-T c); ),_] Aria I A,, NOT USED 1111 C •• c„ 3 5/8" OR 6" DEEP STUDS \-3 5/8" OR 6" DEEP TRACK MI 3 5/8" 20 GA. TIP 1-- (MIN) @ 16" c/c. i0OPF- Z w AS REQUIRED BY OTHER AS REQUIRED BY OTHER 11 SECTIONS AND DETAILS SECTIONS AND DETAILS : 0 I TIP UNLESS N OTED 0 ---) ,...._ (2)-#10 METAL 0 SCREWS AT CAI 17: N 3 5/8 , 16 GA. 1 0 < CZ I_U 3 5/8 , 20 GA. EAC14 STUD VERT to 16" c/c. I < IX a. ------•... . ..../ . 0 , 3 (REQID AT VERTICLIP 16 GA VERTICAL SLOTTED SLIP-TRACK Y 1.1.i i OliN) @ 1611 ac. A ci z w TIP UNLESS NOTED CONNECTION) "SLP-TRK" BY DIETRICH SYSTEMS, INC. < w "...... I. 1 •• - • •.- (DEPTH TO MATCH VERTICAL STUD DEPTH) C) < F. UK _ 1--- ---. ----- . -• ATTACH TO STRUCTURE 1,4/ (2) 0.205" DIA. 0 -.1 PAF OR (2) #12 SCREWS AT 12" O.C. tr 0 t•-, L.L.J 0 co j_IGI-ITGAGE BOX BEAM TO -------------- MN-- .._... cEE= ... , Li Z CNI COLUMN CONNECTION (TYP, • _ _ a Et in UNLESS NOTED) ,...:), I t, , , 0 0 i #10 METAL D r.- SCREWS, FINISH VARIES, MAX II 1\ 11A11X0 i TIP SEE ARCH DRAWINGS i 1 , •• Z III II l L\t,‘,.,L i Z 0 0 CO i-- CD •• i----: CO -4 Z pe) • (nx ow) c4 STOP FULL LENGTH TRACKS OF 1 1 -----\\\ -----4 --Air 1" DEFL. GAP M CX 0 Ill < ci) 0.) I- 0 U..1 •• .....) 1..A- BUILT-UP COLUMN SHORT OF BASE 3 5/8", 20 GA. (MIN) II ...! ci Z .. 70 TRACK @ 16" c/c. TYP >-- ct Z UNLESS NOTED i-- il 6. 0 LI Z 0 Li X C1413 Lj'a °- ("' °S 18 GA BASE TRACK (2)-#8 PAN HEAD (1) #8 WAFERI4EAD SCREW -, (TRACK DEPTH SCREWS EACH SIDE .ilil . . __.-- -- ---- ---- — IN EACI-1 FLANGE OF EACI4 0 0 V) 0 SHALL MATCH STUD 4 • • • ...i VERT STUD. INSTALL PER et _ LIU CD Cl. 0 C.) Li V) • (f) _ V) C:1 L.L1 DEPTI4). 4 _ - ° i" MANUFACTURERS RECOMMENDATIONS REVISIONS: --,,, ' ,...,....... I ii iL......1 _ 1-11 /,\ REQUIRED BY: DATE 08-12-2010 L.IGHTGAGE BOX COLUMN BASE .""---------------- ------;.157" 1-----)IA1:01AIDER ACTUATED CONNECTION (TIP, UNLESS NOTED) Nii--- -....s•-- (4)-3/16" DIA x 2 3/4" TAPCON FASTENERS (14ILTI X-U OR SCREWS EQUIVALENT) @ 12" O.C. 3":1'-0" 3":1'-0" LIGHTGAGE BOX COLUMN DETAIL p STOREFRONT SECTION = K STOREFRONT SECTION -- F DEFLECTION TRACK B .. __ , a INDICATES NO REVISION TO THIS SHEET , (:) • ID Ii PAUL J FORD AND COMPANY 250 EAST BROAD STREET SUITE 1500 __ __ __ __ __ COLUMBUS, OHIO 4321 _ _ 614-221 -6679 0 e A35010 w o <, I atic6,,,, _ _ _ _ ...ii - - - '''' ': ;;;:: 0 • e ,, ,.......\,..4,-- 0 rrim- 0 -711_,, ° gill° are NM 11171615 MOP I , a Lit II zpil I- .., 42,11.1HOUNI. 11 e . .sco. Nr2- v IC.111° 111N111131111 ..., . - . anIIIIIIIIIIIIrmlIllIllIll e - ....., P.....- Mil _ill 1...,u1.- . . . _ r/////77//////77/////77 ////777/////77/ L.111 , /////77/777/ //77//77/////////77/777/ _ _ _ /_ZZ/ZZ////1/ZZ/////./ ZZ/ZZZ/////ZZ.//A /////zz/e_zz//A /zzzi///////zzz/zz/.//// . hh, .. bh. k1/4. '. I\ DATE ISSUED: 76/2:/jL1B0 DESIGNED F K F F K F R W RLA soi. r 501. r S01. r S01. r 501.1r CHECKED GDK r or. 5 1 ii pr. SIM F, r X 50rfi. r5 I pi STOREFRONT WALLS ARE 3 5/8", 20 GA, DNET--- :: ::- . ; STOREFRONT METAL STUD FRAMING • 16"c/c, UNLESS NOTED FRAMING PLAN GI 0 AND SECTIONS DRAWING NUMBER: 114 1/2",zt-0" .-Th,,,, ii, ,) k..._ ) ,...,,,,/ go 1 .4 PARTIAL STOREFRONT FRAMING PLAN mosemol A 5°11