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7255 SW DARTMOUTH STREET-3 :3PRTNH.1_1-R OYSTE:1+1 H'eDRAUL.IC ANAL.Y IIS !,stage 1 t•r•s 1214!i1A/.1`7.:3`r, SPRINKL.t R :SYSTEM HYDRAWL.IC ANAI.'lrrlIS pro 41w SPRINKLER SYSTEM E4'/f3N AWL JE; FiNFiLY' iJ`S Du1214 : og1r ra :1121+ 19'3K, ll.E��ptA.kT-!Gt f)rts�s 17►4/fld/f'J')�', DatJOS T.[ TL.Ls0. OFFICE IosAk 1'.iOARC> .10.0 T.TTL.Es OFFV E MA.1( T113PRO JOEL TTTL_Fs OFFICE: MAX TT(U4R0 FIRE SVSTE.M9 MEST� IW .. NODL TAIL ELL••'✓ATILTN NODE TY1:'E_ PHE.9S NE J),ISCHARGE PIPE. L)AT•A MAIR.1 i• C MI- OVENUL'. AAI T I .11)14)1 WAT trH `3LIPPLY .EIA 1'H voANCOLIVER. WA 9666.1-8011 :300RCE STAT•Ti: f21_S.T.D. Fl. AVA.T1__ TOTAL RE01 D P.1 PC TAUS E.(E3Vf4; DJA( 1}•:; LFt4OTi4 PRESS, NCIDL. PRESS. PRE-Ohl. (i1 PRE-SO. t? OL:MAND PREE,E,. 35 1`3, 13 K= (-A, (210 3f�, 4'_►.Ea E. f::LE:V. NOZ. PT DISC._ VEL. 0-PS) #1W(C) ;FT) FAJO. �""\ 11-'E•i.0 1 f riPM 1 t P;:3.T./ ((:,PM 1 4 P` ;,I 1 3t) t'3. 8 •. _ _. 4E. 7 -- •- - iK113F.' 2 (FT) (K) (PSI > ([SVM) r. L. /f71' �1\fIC4Tt Or•,, 37 17. L. 47. (� 3£1 a _ P s ae:s 1 : J 0. 1 1 .611A PL ix. 33 PF 4.1r .1 7. % F.i..o. E.3 1 0 1 0%RC 1 :'Fl. 0 1 4111A, 0 '40123. .1 f]. Li :5E,421, 0 1�:.. 't 33 r. ,121. 0 _ •.. 6.3. c3 1 16. F3 01. 0 65.i. ;: N. 0 10. bitis F TO : 40 ;?0. 0 _ _ _ 46. 0 _ 0 19.a 0. 0 59. 7 IA. 0 0, 4.3 : TL 1 Nr .3 t, , 33 EYJ ".), ,`- t 41 1 '7. 7 43. 0 \ N :}2E(3ATE. FLOW ANAI.'i ].T:i: n , 1 1 s. 4 1 . 6 C N Pl. 71 , ';0 PF .34. .3 NYDf?�lllL CC l:.•aLt�U1.}1T.Fl]N`_; � �-; � - ''. � 42 .1 7. :3 ... ._ --. - t.�(�, ;' -•- -• _ PA tEYs 4 Gt1f. c, _. ._ _ E,4. 3 c' 19.2 414, 1A 9. 7 411, V. 181 E 1 4'+r► F TOT PE IA,0 F IIS ; 3 f f' /! TOTAL- FL.C1W AT 'SOURCE 1 3f:;0. 0 GPM 45 .'171, :? _. ._ _. 4�� 1 _ :S 19. .? !J, t� ,'5. 4 40. .i 1A. 4 3G Tl 7 . `Aa i%/ 1P. 3 rOYAL HL1L:L C• STREAM ALL.OWANC AT SOURCE 400. 0 4:; hl P4C 1 7, c; '�. 1 _ ._ 4£, 1 A. 1 CAB. ,A Pipes 3 7' . 8 1 , Et 3 N PL 3. 6 7 �_F i.'I ri ' 0THER FHO21E STHE:'AM AL.LOWANCE £i 1457x'. 0 GPM LW► C CF: Mfi.l4 1-.1 GARP -�� / 47 ;'121. 4 - F;4, .► .3 19. :? 8. 0 25. 4 40. 3 i 3 120 FTG ------ PE 0. 0 �•�'10`` TOTAL. DIC.CHARGE PROM ACTIVE :lPE4.I VKLENS,, 660, 0 GPn48 L.E�1, 4 4'.7, 'a l � _ _ _ _. ._ _. 4 19.i.' 610 r 3. 5 :361 B 0. 199 TL 9. 67 P'V ; .0 ILL NOMPER: 0FmA.k rIL4 _ _ ._ _. _ _ -. fil [1►N Tt:-z 4-►:,•-:a5 NUDE' Awal_'r::].T::] DATA `jib 18. __ _. - _.. F�7. `-; __ _. _. P i ors z 4 3:j. 0 1 . 610 tal. 9- 67 PF 0. `/.1 20. 6 C`;_ t, 4 19.2 H, 0 23. 5 38. 6 6, 1 1 01 IA F TO PE 1A, 11 `u:' 1.20. 6 _ ... _. _ -. ._. ._ i9. 2 8. 0 13. N 38. 3 0. 01-116 1'L. 9. 67 ✓'✓ 0. 3 NI.C)E' TAG t t_F',.'AT.11.lN NODE" 1''!�'F."_ PRESSURE D.T 3f=HAft�:il:: •50, 4 5 (PSI) (GPM) 53 18. 0 - - '.511. 4 - - - `.34 1 Fl ;) - -' hEI.. 4 P1_ - G6: 0. 7 1 .6 111 PL �. Es7 ai 010 5= 01- 66. 5- - - GG. 5 _ _.. 'J 113. 2 (3. 0 .?3. 0 .:58. .5 0. 1 t.i?0 FTG ---•-- PF_ 0. 0 f�5. :' _. 56 010. ,. _ _ _ 50. 8 _ ._ ._ 6 1 2 ti. 0 23. IA _,8. 3 15', 171421111 TL. 9. 57 C►'✓ 0.0 7 1 k'3. -DESIGN DATA- ... ._ ... .� � -- --. .._ .... � . �► .._ .._ ._. 3 .1't. ►<= B. 01T/ 2`Y. 4 412►. �, . .1i _ . LkCLts"`taNt:Y CLA�;b.TFSt:.aT.Ton►: t7�r?r• Mier'' �. r�i nn _1i .Ted st<:,ractr 4 19, :? K= N. 1\171 '�;. � :,Et.Ea `�E; 18. �� ._ - ... _ %.1. .:, - ._ - P:i Drs 6 -.'.7. 6 1 . E11� Pi- 3. 67 vF 0. C. ._ti `i .1'3. .? K= Ll. 00 23. 0 3:1. 3 0-9 00. ti E%9. 2 6 1 y.2 8. 0 23. 0 .3F_l. :3 F:;. 9 1 2Q► F 1-6 PE: c2►_0 c.i s .110 commoc?1 t T:, 1 4 t et.cw, hot _ ._ _ ._ ._ 19.t? K== El. 00 i?3. 121 3B. 3 60 i?iz1. 8 `1 , iZt 7 19. ;cam, ,`3. 121 23. 5 38. 7 121. iA'�.,2 T: 9. 67 P'•l 0. 2_ PENS I TY: . 39 1Tc,m!rv. ft. 7, 19. 0 E,1 Ick. 5 _ - _ 55_ 0 - ►<� ta. 00 2.3. `:1 38. 1 E3. 7 - - 71. ;•'_ - _ ». P 1 Cie: 7 -76. 4 1 . 610 PL .4. 67 o.;z 1.9 (7a.. 7 .1\3. 2 fl. 0 1:73. J 38. 7 :0. 0 1;=VA FTG -. ...._» r"L 0. 0 8 1'3. 2 FC-= E_i. 0121 c_>�,. � 41A.fi Et3 t?1 . 0 --• -- •_ ._. G9. i r2RE►a L-1►= At'ti=,L.TCAT.C�Ns X000 .�a. rt. .... _._ __ CLI'✓EA►•lt=•�E PER :?.PF i Nt<LEA s '?E\ �_o. y:t. 1 to l 6. 8 -- -- •- - •46. 3 -- •- -• 64 ;?.t , i'1 .- -. .. _. 51. 0 -. C't 1':i. c. Ci. Q► �._,. 3 4V.4. 3 0. 193 TL '3. 6'l fJ�J 1.0E 5 ILA, 7 52. 11► 1.1 .1 7. 0 _ - - 65. 2 - _ 66 18. 9 - - 71. .1 _ ... _ P1 or.,s 8 i .1 tv. 6 1. 61 it PL .39. 17 P 114. 9 r4umPER LWSPR.[NKLE RS CilLCUL_ATED: 21 12' 19. 4 - -- 0 59+ 4 40. 3- _. __ ._. ._ _ -_ _.. L,7 i?1 . 2 b'3, >A t3 13.c? 810 ij5. 3 4471. 3 10. 4 1 2Q4 FTG T PE 0.0 "Ll ►aL `_.>�NINKLER f»tATER FLt�tr€ t�Et7L4IRED: 171:0 ctt�rn 14 1_-4. 4 K- 8. 00 23. 5 3f_4.6 68 21• "'- - v - F1. 0A - - _ 13 .19. :? 0. 0 4``,. ` 0. L71 0. 4;?:? TL_ 47. I PSI 2. 3 1 E1 .19. 4 }C= a. 00 23, 0 3a. 3 C.9 18i 9 212. 0 L1(►7L wATER RCOUTRE:E4 tinc.lud1r,u rose) t:;6121 corn 16• 19. 4 K= f1. 00 23. 0 36.3 0 1b.. L, - - - - 7.1. 1 _ *'�- 1ry14a: `-� N. 171 1 . 6112► DL 2. :33 PF' t2►.0 7124 1 la. 2 ?4. 1 9 .19. 0. 0 4'r,. ;.? 0. 121 121. 0 1-:10 FTG T PE 1. 0 17 1=1. 4 K- ,B. 01.7. ;=:3+ J 38. S RS 0. 5 HOSE STREAM £1�9. •4 .1120. 0 10 1t,. a 42. 0 46. 3 0. 0 0. 004, TL 10. 33 P'✓ 0.+0• �LLAW AND PRESSURE (ta POR) : '360 r3pra t? sag. 4 vsi 11..1 19. -4 FCS B. 00 25. 3 4121.Lfi - ._. ._ ._. 11.1 .1r_7, 4 ... .. ... - 45. 3 -- - -- 1910 Q1. 0 '30, 3 t 7� � '0 17. kA - _ 46. 3 _.. .._ _. A 0. 0 - - - 9;=, `� _ _ F i 5)r-: 10 1 t 8. 1 1. E:1 0 ;-,I_ G'F 4. 5 3PRI NK1.ER Ok.TF.TCE S1 2E:s 17".3- i rich _. --• -- •-• _. __ ._. :`.1 .1%, ;.' - - - - 65. :3 _. P 0. 0 96. ] 1 1 /. 0 121. t•._,. c _0 1 8. 6 1 2 1= f i J -i.0 NAME L'1F L.iNTRAL TOR: ROBINSON C.IN!,TRLICT-ION CL% 22 19, G _ _ Sy. 9 - _.. SPIC 0. 0 SOURCE, .102. 1 9601 IA 12 1_t. 4 0. 0 59. 7 0. 0 i?,. 431 TL 10. '73 "! 2. 3 N os h -'3 19. 6 K= 3, 00 26. 5 41. .1 p CD 0 P i i1E a.F t3N.i Lal`ILIT FtY : TOM MADERA O C > ? -I . 4 19. 6 K- a. 00 L?4. 6 Z'7,. 7 OCD Cte: 1 1 1 i Ci. 1 1 .k,l i2t PL 71. 50 LSF 34. tV O v m :�, 1r?. () }i= s3, 1111 i4. �' �:3. .S � � 12 .17. 4 IA. 0 59. 7 0. 0 't 13. 6 120 FTG T ✓C ill. Zt O C D -v AUTHORITY ttA'✓INL� 3L1R.T:�.DIC.TILZN: t:3 TY t\r= TIt•��RP O r0�) 26 1' . C. K= C�. IlIt21 ?4. 2 3'x.4 O p 1 19. 4 el_ 121 :?`:. 4 4121. 3 i7t. 431 TL 73. x:121 r'✓ ' C _ , OF 1 . 9. 9 = 1�i Oe�: 1:. 17. 7 i . b.10 .+� 9. t•7 v � V -'i u/ .t'7. }:! K= L1. d10 211. 8 «,9+ .� `, • ' -, r. Oo0 2 C CONTRACTOR CERT fr• T 4,AT.TLTr,E NL}Mftt R: FIRE,RE :3W.F 14014, QD� :ate 1_41 E, K- 8. 00 i?7, il! 41.6 --._.__ po CD CDcp `CI 19. 6 - _ - _ 45' l - - - c N 13 1`_3. 4 B. 111 25. 4 4tA. �; 1 2. 2 120 f T[ DE t2►.111 Ln 14 1:9. 4 8. 0 23. 5 38. 6 121. 199 T1. 9. 67 P'✓ 1. 0 v Z0 17. 2 46. 7 CO 0 31 .17. c - - Es°`,. =► - - - DARTMOUTH, 7255 0 CALCULATIONS RY siAGE, Gt�MF'LITEfi OfTt7t\FJAM ;LICE:rsL:E i! +p?El<<t� ' ) N 32 19. L7 - - - - 61. �1 - - BUP94-0347 � BUP94-0162 � Pi c•us 1 3 3(3. 9 1 .E,14A P� 9-67 .F 121.5, O HRS- SYSTF(n:;. .TN•- . 33 19. 6 K= 0. 00 3�3. 2 5121. 1 3 OF 70 N 15 19. 4 A, 0 0)3, 0 ata. 3 f,, 1 0. 0551 TL 4. 67 Pv 0.PE 3 az .34 19. 8 ►<x a. 1110 3s. `:1 49.6 N A'fLAniTA. '",4 1F SPRINKLER SjYSTEM HY7RALti_.FC. ANAI_Y8.18 PZ,ar 6 %iPRINKL.ER 3 STEM HYDRALA.IC ANALYSTS 7 SPP ,.N:!LER SYSTEM }r`rDRAULIC ANALYSIS Pave 4 Da 9PRTNKLER SYSTEM! HYDRA(Ji_.TC. ANAL_'f.ST'S PRrtt `_T �t.e: 04:1421.•'19.�`�, Dat.Ft 04/10./1995 Dates 04J10/199� Date: 1244.+'.11[7!1'195 JOB TITLE: OFFTCE MAX T{':3ARU JOB TS`f i.f_': 1.3F�r='.Fi..1= MAX '•.Fi?AR.D JOB T.TTL£--: OFF-'Ttrc MAX TFGARD .f£_B T.TTI.E. OPFICE MA.% TIGARD P.TPC.' DATA (cc,r,t, 1••IPE. DAT); (c•c,rot, 1 PIPE DATA (cc.r,... 1 PIPE DATA (cc, -,t., ) 3 JC: TAG t:}1•E:ir-M1 DIAt.1N) LENGTH PRE::iS. P.iPF TAG D(GPM) D.TA(.Tf%0 L.FNGTt; PRESS. PIPE TAG 0(*GPM) D TA t .TN) s_ENGTH PRESS. P1 PLE. TAG D iOPM) DFAt.TN) L.E`N6T-4 PRE::ia, � ( _. F.F4D EL EV. NOZ. F'1- DISC. VEL (r-PS) HW(C: tiFT) SO4. END EL EV. NOZ. PT DISC. 1EL 1-P_1 HWiG.) (}=T> SUM. END ELEV. Nd ' P` DISC. S!Et_ (FP1) Hw(G) (FT.$ Stun. END EL.F_''t'. Nt_1Z. PT- DISC. '%-1E[_ (FPS) HW(C) (FT) 61.001. ES ( - r•.. z- 1140DF''•-i (F• T) (K) 4PS T> AGPM1 F. L. !FT (PST) NODES tFT) ;t(:> tc'E).F t +GPM) F. L. !F T (�:�.T 1 .DE. (t• T) tK) (f-�;.a.F 1 f t3>`'f'�f1 F. I... ,SFT 4��c3.T 1 NC4.E]�n f T 1 (K> (1;'.�l ) (C3PM1 F. L. ."FT I t ..).F 1 1---1i per 40 49. 4 1 .610 PL. 2. 33 PP 0.9 Pi De: 53 54, ` 1 . 610 PL 159. 00 r+= IS. 1 Pipe: 14 0. 6 1 . 610 PL 9. 67 PF LA.0 f=i the: 27 0. 0 1 .610 PL C' 3z P r. 121.0 .46 48. 1 0. 0 66. 8 0. 0 7. .B 1;=0 FTG T PC ...A. 0 63 2.1 . 0 Il. 471 Y•9. .1 14. 0 s3. f; 1.=4r? FTG 2T PE 0. 1? 15 19. 4 8. 0 23. 0 38, 3 0. 1 .121-0 FFG --- PE 0. IA ;?'_I 19, f7N 0. 0 •45. 7 0. 0 0. 0 .120 FTC, T PE :i. 0 47 L.tiA7. . a! 121. 0 64. {c 0. 0 0.086 TL 10. 3 3 1�'✓t 0, 4 E,4 21 . 10-1 0. 0 51 . 0 0. 121 0. 103 TL 75. 00 P%-, 0. 16 19. 4 6. 0 -13. 0 .301, 3 0. 000 TL 3 t i P't! 12!,171 31A 17.21 121. 111 46. 7 $A. 0 0. 000 TI_ 10. 33 PV 0,0 1 am 41 4'-:4. •4 A. GAO PL .155. 421171 >`1F 15. 1 P.1 c1F : 54 0. 0 .1. 6.10 OL 33 PF 91. 0 1-'i or: 15 •-37. 7 .1. 610 PL S. 67 PF 0. r, Pa nts: s3 3�z. 7 A. f-•1 Qt Pi- �.. 3' PF 2, `) 47 20. 4 0. 0 64. 9 0 121 7, 6 i 20 PTO 2T P 0.0 E,4 11 . 111 121. 0 5." . 0 111. 0 0. 0 1 2111 l=Tt_, 7 PE 1.0 I E, 19. 4 N. 0 23_ 121 Ltrl„3 5. 9 1 00 r-TG, _-.___ 7 16. tit 6 :. 4 LA. 0 .t 4, 8 1 20 F'T%ry 0. 0 t-'E' 11,tZl 3 1 1 , . ,� T PE -1.174 k& 2121. 4 b<'1, 0 4:a. � 13. \?t 0, L18t, FL .1 75. 00 >~'.' 171. 4 £,5 t,�. 7 0. >zl `; . Ll t?•. 0 41. i'1Ntd T-L t 121. 33 G"�' r7. 67 ✓ 0. :32 1'9. s:1 0. 0 t',.1 . 5 0. 0 0. 20x1 TL 1i'1, 33 P',,( I. 'L7 1'3. 4 8. 0 23. 5 38. ,n 0. 0`�2 TL P, C•, _•t3: 16 -7E,. C' 1 .610 PL 9. C.7 PF 1.9 �'i Gam: 29 '33. 7 1 .610 PL 71_ X1411 F'f-�;�2.1+ 48 F•`3 per 4t? d!. th 1 , 610 PL. c'. 3.; P{=' 121.1[`1 1``] GE s 55 54. 4 1 . E,1111 PL 2. 33 ;F 1. 1 20. 4 0. 0 49. 9 0. 0 0. 0. 1;20 FTG T PE A. 0 E=+F: 1.9. 1 121. 0 71 . 1 til. 0 5. E 120 F TO T PE_ - i. 0 17 1 4 t3. 0 38. Cl 12. ,1 12E FTG - -_» f-'f 0. 0 3£' 19. 23 \3, 0 61 . 5 0. 0 .14. .9 .1 L'0 FTC T PF 0. 0 r r G7 21. 0 0. 0 tot;. to 0. QA 0. 103 TL 10. 33 DV 0. ` ?� 3. E 33 1 ::i. tl C3,.. 0 39.2 :'1121. 1 0. LIBI TL 79. 50 PS! A.5� 49 181 i 0.0 5-01 9 0. 0 121. 000 TL 1121. .\3 PS. 0.0 1 B 13. 4 8. 0 0.•. ; 4V.4, :, 0_ 13.3 TL 9. t,7 Pt. 1.0 Pi 1 roes 43 4�9. 7 t . 1:..10 PL. 0. 33 PF 0. 19 Pi US's G'6 `4, 4 1 . (_•.1 0 (-'1_ 1519. ri17.1 c,r 1 8. 0 1 r:2 P.t Orr: 30 43. E) 1, 15.10 PL- 3. F-.7 PF 0. % T. PE _--1.0 C,7 . aI 2 0. 0 69, 0 0. 0 a. C, L30 FTG ?T PE 0.0 R� C,e: 1 7 •-•11 G. t3 1 . 610 PL_ 3x. .1 7 PF .1'a. 5111 ]B. ;' 121. 111 67, �� Et_ tls 7'. Lz ,_:,17j rTG 3 3 19. 1!, t'1. 124 33.. 2 //124. .1 k,. 9 1 20 c.TG ___- PE 0.sZ+ _t o 68 L?1. 20. 0 G,1 . 0 U11. 0 0. 103 TL 1 7c. 1240 P',' 0. 5 I e 1'3. 4 El_ 0 :'S. 3 4171, .3 1 t3. 4 1 211 F-T1 T PC 424.121 ;'121. £•• 0, k'1 }�•`�, f=• 1+. 1?► 0. 414n'7 Tf_ 11�. 3.3 PV in, s 1'.3 1:3. 4 0. 0 45. 3 0. 0 \l. 423 Ti_ 47. 1 7 PV 0. 3 _14 i 3. ,l ,9. 0 38. '5 41.7. 6 0. 1?68 TL. 9. 67 Pl.,' 0. .T, Pa C1E': 44 49. 7 1 .610 PL. .i 53, 00 PF 151►_' P i cue: 57 0. 0 1 , E S 0 PL 2. 33 P,= W1.0 P i Coe: 16 114. 124 1 . G10 PL 2. 3.\ PF 0.0 Pi DP: 31 -{,. 0 1 .E,10 PL. C-1. 67 IAF 124,tel 5 c , y;..T Ge 2 0. 0 51. 0 0.. ti•3 0. till l i►0 FTC') T PE 1. E7 .,1 20. E) 41. 121 651. 6 0. \?t '/. 8 .t;�.0 FTG PE i)?. 0 `?.1. c , l 34 .1:3. ,9 6. 0 38. 5 .49. Y_, \?t. '.9 .1;:10 FTG '___"_ PE 0. 1?t ,' 11.3, `_-1 0. 0 ''2.. Pl 0. 0 175. 0410 TL 10. :3 r'✓ 121.0 1+ 19. 4 121. 0 4_,. 3 124. 0 0. El 1;.0 FTC T' PE 1. E �.,;? �tA.C, 124. 0 0124„ 4 '?t_ 0 114. 411E17 TL 1 7C-4 42441 �'a 4;A, 4• ` 20 17.0 0. 0 4L,. 3 0. 0 121, 000 TL 10. 33 P't! 474.0 35 19. 8 1�,, 0 5t3. 5 49. 6 0.002 TL '3. 67 P'%' 0.0 ` �,t1 -1 A 0. 1 4. .•?60 PL. 10- 17 OP 0. 0 .1 16. 4 i, E•.1 0 PL. 2. 33 1 3 P-1, roes ,' ,_,. Eki c s •45 � 0. 0 1 , 6.1 0 1'1-. 331 PF 0, 0 1 Pi L'1F; 1 6. L 0. 0 6 � c --.-- - - -`_" 7 1. E:)10 PL. b,`:3. .17 Pf= A, 2 a �' ' 171. 0 ' 7 t''0 FTG PE --0. 1 (' 4• 52 X20. C, 0, 0 .50, 4 0.0 ,'1. 114 1 2414 f-TG T P[= 1,171 2 i ! 7. 2 0. 114 E C. 3 114. Q4 IS. .3 l 2Q1 FTG T PE' -1.1Z1 35 19,El La. 0 31. . 5 49.6 LZ, B 1;20 F=TC T PE 01171 a t 1 t 7'. 171 0. 0 65. ._ \l. i'1 0. 1c�04 TL 10. 17 c''✓ 171. it T , , 7 .36 1'9. t'3 0. '•A 46. 7 0. 0 11. .107 TI_ %E•, 1 7 P'v' 015 -'` 1 t3. ;. 174. 0 _11. 4 VA. 0 \7t. \�tt?4t21 TL. 10. ._.S P4 0. 0 0. it .gra. 9 0. 0 0. 420 /L. t 471. ..,.x, P V 3 .4 Pi De: 59 •2 36_ a 4. c?6424 PL 1 124. 1 7 PP 0. 1 P i oee s 20 1 1 6' 4 1 . G10 PL. 7.1. 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'3 120 FTt-1 21' PE 1241 0 i21 1712 0. 0 651. 3 0. 0 7. 9 120 FTG ---- PF -0. 1 c3 19. 6 B. 0 016, 5 41 .. 1 1 1 , 9 1 L?0 FTE --- PE 411,Q7 - 1 7. 7 0. 0 6 1, ti 114. N CA. 0 1�0 E"1,61 T' PE' --1.til c . e � ! 3.1 17. ` \T1. 47 k:5, i► kl. 0 il. kl2'� TL 1!'1. .1 7 P'd :?t. +• 14 19. 6 8. 0 ,?4. fa 39. 7 0. 188 TL ':T. E,7 P'✓ 0. 'a 39 0-0. 0 0. 0 C•3. t_' 010 \?t. V.1 1.10 TL. .10. 7:? P'✓ in- 4 �8 20. 6 0. 0 ._1\?4. 8 0. 0 0. 089 TL 1 7../, 00 PV 0. s Pipe: 48 0. 0 1 ,E,10 Pt., 2. S 3 PP, 0.0 Pipe: 61 -4411, 3 4, 260 PL 11A. 1 7 Pr= Q1. •• P) ve: 11.2 3`_1. G 1 , 610 PL 9. 67 PF_ 121.S PS Coe: 35 5124,. 7 1 .C-,1121 PL. V5:1. 120 PP I S.CA c- •� s0. 0 � y : .31 17. `_. 11. 111 E,`_,- 4 0. 0 1 kl. N4 120 FTG _ -- OE --0. 1 c � ..._._... 0. 0 ,: r.0. !?4 171. 0 t=,3. F1 471. \?t ,�, kl 1 !71 F T"'{-; 2 T fii_ 0. 121 ._,t) ;:.1711 6 E71. f6� ._,1?t. G .1�0 F j�G T �L 1. 1T1 3 8 17, 7 0. 0 F,5. B 1A. 0 0. 044 TL 114. 1 7 1"✓ 1T. .•'.4 t'?. 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E 7 fir 2. L v Pi tae s 38 4'.9, 8 1.. C�.10 PI.. .t,= I. 00 I`f .15. ._, v cin , v 4E, 10. .1 0. 0 66. to 0. tic! t_, 4 1;?124 r-Tt:, PE' 1c tt► 9.3. 121 .1. F�14'1 Pi. _ -i60 c 0. 8 0. 0 .,I . 0 tjt,i•. 114. 0 1 20 FTG T PE 1.0 ccpp 2-7 19.6 8. 0 24. B 39. 3 1 3. 1 120 F1 G ------•- PC 141,VA +)°= 43 2424.2 411, 0 64. ,'.r. 414,0 7. 6 120 FTU 011- PE 0.V1 � f3.1 1151, C ; ,t 1' `'"117! 18. .E 0. 0 E,7. ` i'1. 4l 1?t. iIt7`r, TL !191. 1 7 PV I . .:8 1 j. 6 s3. 0 ,c_ 0 41 , f., '121. :? 0, 4.71 •49. .1 0. sT 0. 0f_17 TL .1 75. 00 PV 0. 4 0 0. it •.,c_. 0 0. 0 0. 000 T-1.. 10. 3.. P v 0. 0 O ` o ' r ,� 121. ?;?5 TL 9, F�7 PV 1_ i? C Ln •44 �p N 33 PI 1 . .1 , t tit Z 0 .1 O r P4= 0. ► �i Pivet `=1t? `=14.. 5 1 .\;10 PL t. ry Pipe:c,e: C -£ ±..,. t 4 - :_Etic L 10. I Pipe: E'6 -i _'4. i 1 .E:.t0 Pt. :;rT. .17 PF 113. ;, o P2 De: 39 0. 0 .1 .F,.t0 PL 2. 3 PP V. 474 � T PE 1. 0 `5,1'1 .1.`3. 2 V'1. 0 67. x.; N- 1? 4, 5 1.:10 F' T-71 _-_ - PE 0. 0 .'ti 19. 6 B. tilt ?%. Qt 41. 6 11-3. 6 120 F Tfi -._•..... :`E 124. 4?4 rn .44 ti•�'IA. 2 0. 0 rs9. .1 0. 0 0. 0 .A 20 FTEs T �'`F_ 1 . 47 s>;.. 1 s3. ) 0, 0 7.1.t. 171. 0 G, 6 .1 i=.i?t FT'C, N 4F1 1 7. �3 0. to 501 1 17.4. 0 0. 000 TL. 1 4 �' G3 � is 1 . 0 0. 0 6'3. 1 121, 0 0, 1124.. L 10. `/4 18.0 111. 121 C\S. 4 111. 0 kl. \)►Ezti tl. l 124. 1 P'J 0. 0 4 7 0. 0 LA. 476 TL. 39. 17 P4 ,t, l. .-;3 L ,J siT.tib ' 'T 3:; Ft'✓ y4. MAY 2 91995 MICRO .MED IFilm- GL 489 4 MADE IN CHINA IN 7 1 • , SYSTEM , . 9c:`R.rN1l1..E_fa :-ivsiTF_M r1`r,c1RA1.1L.rr. Ar•,Al vf3,rci K•'e,.ua ttt► �3r✓PtrNK1.IrH fav9lr'!�'M N`1rUftAtJt.tt' ►1►Ifal.Y'cit'd +�+b1iE►111• i s 1-RXNKI. ft SYSTEM HY.DRALILIC ANAI.. (1�1`-3 P;A�cr ) ;i►'RtNh► F:�1 SYSTEM htYl�Ci►ilJLll ANAI_Y:i19 G`:+oir tt Cla;ft> 1 1114/11�/1r!'�°, Llatarr 121A.+ ]1I7i.t`]9;`: L►rt.ec Q1q./1121/199..• Det(f»t +!`O.r 1111 19aS .JfTE; T r 1'Lf=j 1}F'PI CE MPIX T.10AND .309T I TI_E s OFFICE: MAX T i GARD .ti.lN ) f 1-L E: 1:lFf.t CE MAX 1`T C3NR.r> JWr i TL E i ate'F I CIE PlA t T t OARD E�`1 PDA 1,14 1 c'c-►•,t•. } WA i'EH SUPPLY CfJA'JE PIPE DATA tCitir%t. 1 (4) a. L?-'):r:.t a•r,, r er:nvtr• R,)'*6 PIAN bcr er, Orc,rrrr r_,►'. , voikked' . P; PL YOG 0 i OPM} D r,N 1 1 N► 1-C_NOTH PRE i£:t. t PNS 010+ TPU3 01►411N1 LENGTH ►.'RESS, END EL.F%J. NOZ. t-�T L►1' . t�E1_ (f'P`3,} FN�I(C) !F"T} :11iM. t:. Mt»:11thlul Lrr-0-w%1"lre ;at Nr,v roc,'►^:rr,k.1►;+r: ,�c.. 756 [,e�:f END EL"I. fvo1. PT VY13i. Vkik_ (FPS$ HW(C) iIrT 1 Slik). f Ni:1j11:•:::i (FT)T.) l It 1 1 f-i:•a.r} !1;1=`M 1 f`. l.. .i f�"T S 1-';3.T } 1 n►10CS % Ti 1K1 IV611 (13p"1 F. L.. .tFT IPhi1) c. MirJimurn L,re�t_uru with J'Prr-,;,te ar-&a t:YJlfted 10 L \ c 7 � � corse >:,i:,r:t r,k It-, �.Ua-rH t(:,wr:+Y`rl 1&Ft• i7t Of�:SS a.1 r,1 23. 163.4 Lwi 1 3 prr c 7 ti •-1 4�1_I. � aT, c..G111 F 1. l IA. 1'7 f-f= {21, .1 1 k•`i� P1 66 -h9i>. 3 a. 1?- 60 r`L A . `:L Pp 3. '4IZ t>� 20. q 0. D 5.1 . e�1 N, 0 <i• ;:` 1LF'O FTCy -.-•__. 1``E --1'1, .1 1 3+► 18. .3 IP. 0 1L$. ♦ o t'S, 7 i2kit FT[a 30. ti111 PE 0. 0 G4 SQA :?1 . 0 0. 0 5.1. N 0. 0 121. 1211 r1 TL. 10. 17 PV 1A. 1 d. MJr,trounl n•re_.r-.t,rr =.f with refoc-te imre& 11 fte13 1 11�.2111. 0 '� . 0. l'1 121. 1(211 TL 30. 3L� P101 . <gin! Yt;►r•:t n1{.i L7Y !:;rlrit"`� 't f.�Wi:�r`1:1 r.l L,h;1 r:r(_,�!� rnd.1 r,1 23. 021 P i r:,1 1 80 -`I4. 4 3. 261LA JP:. A%A,. 1 % ►`F- 0. 0 1 [`►n+lr1 b? 1�:�. 7 -4. chi>k�1 F`!.. .3. ".`! AF' 0. 3 , , -__.-.. ('5) PIPE. 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Oak, PL. 67'. islO PF 2, 2 E y 01 Del 71 - :3. 4 260 P1_ .10. 17 f7IF 1211. 59Q1+ 1`3 19, 4 0. 1r 45. 3 0. 1i1 9. 0 .103 121 FTG, PE --121. .1 t 1�� >n. Ih 121, a 90. , 121. � s 111_ t, I:yid FTI• 3f_;. 60PE 1d,171 ( 1 t'3. 6 0. 0 45. 7 r'1. k'► 0. 1214'.3 1-1. 1 0. .1 7 P'J 0. � A k'1. k'1 k�1. Y� 3c'. ` 121. tT k?1. k°1.=1 T"1_ . 1?1. L1 f P1 ne: 84 F"i.XED PRESOURE' LOSS E_lE'010E 1 G`l [�e s 72 -3r8. III 3. 260 PL ]111. 1 7 Pr- 1. 1 r 7`,•+- L'9 1':3. k t'1. �A 45. 7 o. V'1 13. 8 1 0 FTC, __..._ PE •-•11►. 1 B 0. 0 0. 0 ?t1. f 0. kr f;, V1 [,Si, x'960. 0 r�e:n, 36 19. S 0. 0 4L'. 7 171. 421 121. 108 TL 10. ] 7 PV 1. :1 A 121. 0 0. 0 .li?. `, 0, 0 f 1 De: 7 z --i.,1 3. ? 3. 26k� PL 10. 17 PF 1. 4 Pi op: :�`� -�:�E.i?1. p} F._ 1 F'.N PL. 7 .'. Q710 PF 3, 6 6d1•� 3t• 1'3. L3 121. d1 4E. : 111. Irl 1�., Z 1 .-'.k21 FTG ----•-- PE -111. 1 B 111. 171 121. 121 `3N,. S Q1, 111 1121. 3 :i 4121 FT►, Lab. 5{c� i�E� 171.17► S f•- � , , 5 5 1, y 4121 .'t'1. e'1 0. 10 41:-4. k� X21. D 121. 141 TL 10. 17 PV 1. 7 :aFSL, 1e1. k'1 ,RC.: 1k?1; . .1 V..'A} e�1, �1;.3 TL. 1.�9. _,121 ! J k"1. 7 y N S1-1TE S y P.► c,e: 74 -�t.t?. ':� 3.�'��121 ►\L 1121. 1 7 PF 1. 1 ` t��,+. 40 :1 0. 0 0. ►l 48. 0 0. 0 .1++. 0 120 FTE. -_- PE -0. 1 (1 } Ca.lr..u.laticrr,s w�rr; c,erft:,rrnrGci t_,y the Nf�::'s . 8. k'1 r_c�r,)t,utF� r�r�C,Llraln 4�+ 2111. i' 421. 0 �+'?. 1 0. 171 121. 1 1 1 TL 1121. 1 7 P'J 1, .-� under, I i ces,srre r,c,. i.-1615,82 Dr asst ed try y S \ "T c, � ;�- r 211-33 l�tl)',C'1.71MC,C,d hT''. ��.. E. ' 3%?4- LCi END ►- 1 nP: --.�.1 3. :. ti. �bk'1 Pt_ .1121. .1 7 PF k?!, � At 1 r.,7`It.i GA 303451 44 .?121. �? 0, 0 4,;. 1 171. 0 1 c?. 0 1FTC,CPE -.0.----•-- ' 4;1 ;`0. ti 0. Ei `.9. a 111. !21 k2,. e21t34 TL. 141. 1 7 G"v' 1. 0 � W D {.. f X � Reou r red Water Oupr'.l y " 0CDpC > (LD The system has been t,alaric•ed '.c. co-c-vide al', et'tEYr,DE• ., Z9 'm � 7_ , , , O -1 imbalance Fit +2ac"h •r,c:-d c-f V1. k211'4_ aprn ;end a rnaX.3rnt.)rn f 1V+2. 121p crsi 1+ .13ti,k?1. 111 gc-rn . 1 De. 6 -c63. EA 3. ::60 PL 1111. 1 . PF 121.E:. n � 154- -4 T �1 if,r1_,al,?,rJC'e at cll'J'� 1'JC,dE t:,s 171. 173 -rn. o p 48 ?k�1. 4 P1. 0 "4�_ `3 VA. 0 1 0. 1 .120 FTG _..._ - PE --d1. 1 p O ) vF 1 0 = Ava:1 .1 ab i e wAt:Fr st.lc,G.1 y „ �.' C ?,,a, t 0. 0 5121. 4 121. 0 0. 061, TL 11A. 17 P'J 0. 7 -► 1 16. 64 c-s.i td 136-0 0 nam " I Q.Z (3) 'JwIc-city ar-P crir,ted fl r• info-r'nlat ic,r, c,n1y, Pr,d are y M Lir:': 77 ?1 L. 1 ;'�_•4'► PL 11Z1. .i 7 PF L'+. �► ai ria s'rc-t used i r, ba i anci nv the syst.t=rn. Max i rnurn wat•r'r• '%? A 1-c•i t•y' crl 121++••-t•---i- ---+------t•- --- _+_-_ __ +-- --+ - ----.._..�_- ----- --i. C -o 0 i s 1'l. E, ft/ser..- ,.,t Di c-e' 016. U •'_ ?121. 6 0. 0 510. 4 111. 121 S. 2 20 FTC -•--- PC:' 121.k-1 t�' `•>~ •_121. E� 121. l2i `,iT1. � k21. E'1 k21. 1142 TL 1!'1. 17 PV 12.1, c O 31�1121.1212►IT.1 .t�+12117.+ .•�.V.1t1.1�► 24$'121 :?L91ZIlT �itt►iti .'st�i1+121 41211�f2� FLOW (GPM) N DARTMOUTH, 7255 hi : ne: 76 -163. 7 3. - DAR FMOUT -0347 7255 a, t�0 PL 1 d►_ 1? PF 121..": BUP940347 8, BUP94-0162 62 56 20. C 0. 0 t_41. a 0. 21 E. 3 : ;'Q1 FTG _._ - PE -en• .1 11 OF 70 '12 OF 0 & BUP94-016 0347 8 0. k? 51 _ 0 0. 0 0. 025 TL 112►. 1 7 Pif 0. 3 JUN-01-1995 10:00 F I PE SYSTEMS I,IE':;T F'.0 J04--01-1995 10:00 FIRE SYSTEMS WEST Tl)N-f11 1'_a'+` 10:01 1 F I RE SYSTEMS WEST Fire Systems irYest Da.tE1114.:id1/St7•ar SORI,SF(L1wR ;;YT'f=f+s F1`!'.EIRAL:L i C AfJAi_'l�i1"�, Pace "c'? 600 SE Maritime Avenue, Suite 300 • Vancouver; Washington 98661 • 206-693-9906 MAY 3 Mr. Tom Madera : JOB '.0 TLE: i1f7F.i CE MA.x 1-.i CARD May 25, 1995 GRID FL17W PIr?-RPM Page 2 L.X.X.X.7 We-de NurnbQrs r`ITY OF TIOARD ��ww � L ] 3--�--*----;. 1 --•_�•-._; ---►1----: ---,�-- ( -_.�.__. t---_�.._- t--c 1111� F" TRANSMITTAL May 25, 1995 OREGON V 1 S. 7 7. 3 3'3. .1 0. 7 37. f_. Is. :3 ] .i r,. to v 11E�. I 116.5 11-23 YTO: 4) The minimum size Hanger Rod shall be 3/8-inch for up to 4-inch pipe, 1/2-inch for up to 6-inch pipe, and 5/8-inch for u to 12-inch pipe. V, 1 t A. .1 77, 9 59. '21 0. -, 37. -I 7E. 4 :, 1 E•. 7 v _ Company r�-r Mr, Tom Madera p p p Table 3-10.4. 1, UBC y' A Fire Systems West -� Std.. 38-1. '`. , Attention: 1 I f✓1 i1 I/ �„ c Z�,-} --•�1---}---�---; ---�.__ t._._.�..� ,_..-�1--- (---,1�-•- t--•-" .,1�J Fax No.: �� -��.- �z9� 600 SE Maritime Ave., #300 Vancouver, WA 98661 C` The minimum size U-Hook Rod shall be 5`8-inch for up to 2-inch pipe, 3J8-inch v 1 16. 5 75. 3 35. 6 3. 7 43. 1 83. 0 1 '4. 5; ,' Reference: o t,E d __ �, for up to 6-inch pipe, and 3/4-inch for up to 8-inch pipe. Table 3-10"4.2. LBC ��-�-_ Std. 38-1. �u�. E, � I- 9� � ��• 7 Date' cv- Re: Fire Sprinkier Plar, Review .L 2\77 - Office Max, #$UP axPer�r, 95-0162 The minimum size Eve Rod size shall be 3/8-inch for up to 4-inch pipe, 1.`2-inch y 92�. 7 43. 7 6. eZ' 55. 6 FROM: a 7.522 SW Dartmouth Street _� o NI ►�1 b E.z A __ for up to 6-inch pipe, and 3/4-inch for up to 8-inch pipe. Table 3-10.4.3, L'1'iC FSW Fax No. - 503289-2208 Std. 38-1. Dear Mr. Madera: TOTAL NUMBER OF )3AGES: Gi (INCLUDING THIS PAGE) 5) Deflectors of sprinklers ander beams shall be located 1 to 4 inches below This plan review is based on the 1991 edition of Uniform Building Code Standard J,� beams and not mope than inches below combustible or noncombustible roof 38-1, Uniform F r Cade Standard 81-2 and the 1993 edition of the Oregon Structural �'� or floor decks. Section 4-3-2.2,20 20iUBC Std. 38-1. MESSAGE: J I � Specialty Code. o� v '1'�I Fo LL1�SNI v It, a tJ 4 2 o I14e � 6) The distance between a hanger and the center line of an upright sprinkler -- --T Hazard Classification: Class IV unencapsulated commodity on conventional pallets shall be not less than 3 inches. Section 3-10.5.4. UBC Std. 3S-1. E./ F,,A1 �...E r'P_Q_PI✓2 od t2 .J , O��. �o \ - p stored 14 ft. high to the top of commodity in double row racks. Lig'A hazard in office ` (2 - �-, o t�T 15 00�" areas. _ �_ I PuP 7) The sprinkler system shall be hydrostatically tested at not less than ':00 psi _ for 2 hours, or at 50 psi pressure in excess of the maximum pressure, when the "�E `/A d lo+� co f21 cel ALL f- e, A ITTF:r7 11�C,L d IF„i2 �(' I~ Plans for the above referenced project have been reviewed by this office and are .. ,,� maximum pressure to be maintained in the system is in excess of 150 p`i ►� 7tr 2C-,(aod1J4 -F1191Jco - I- owV-,(E2 W / 2 approved for construction subject to the following plan review items: � 40% Section 1-11.2, UBC Std. 38-1. i %at"2 2 2 T`Ly.E d IJ P E_rL b 2 0�IJ I? P o(LTl 0 1� 0f v6/4n '� - -,--�*1 o� \ 1) All valves controlling the water supply for aut.olnatic sprinkler systems and 8 i The installer shall properly identify this hydraulically designed automatic GA o E.Lt , 13r5�, _ 0�g pC�l''1-1 o t:� 100 waterflow switches on all sprinkler systems shall be electrically supervised y de;i I; sprinkler system by a permanently attached placard indicating the location a� LL d ✓LM M b -rI��t,.T .AVE 0,tY pJE I ��v�,� when the number of sprinklers are twenty or more in Group I, Division 1 v v� and basis of design (discharge density over designed area of discharge, -r T�" �' .t� Q Occupancies or one hun&-ed or more in all other occupancies. Section 3803, includingdbaa on L� - r OSSC. �` gallons s per minute and residual pressure demand) at the base riser. te are any pmblems wi h this fax transmission, ,ple se call our office (10 Section 7-1.2-, A-7-1.`Z, LBC Std. 38-1; See Sample Nameplate in Figure A-7- -fur immedlatel at 206/1593-9506 Thank You! 1.2. Y _ 2) ��, he installing contractor shall furnish to the Building Official written. o ,,-certification that the system was installed, flushed and tested in accordance 9) Provide and maintain approved identification signs for all outside alarm. \.," 4x`with Section 1-11, UBC Standard 38-1. The Contractor's Material and Test �� '�' p devices. Such signs shall be located near the device in a conspicuous position o o� C_rtificate shall be submitted to the field inspector at final inspection of the v Jk and shall be worded "SPRINKLER FIRE ALARM, WHEN BELL RINGS,CALL system prior to a final approval being given. FTKF, nEPARTM+:NT". This sign shall be on a contrasting background. 38- 1.`� ferrous hangers shall be used to support sprinkler piping. Section Section 3-12.2, UBC Std. , nlisted64 �0 3-10.1.1 & 2, UBC Standard 38-1. 10) All alarm functions shall be tested. Waterflow detecting devices, including 4 DARTMOUTH, 7255 associated alarm circuits shall be tested by an actual waterflow through use BUP94-034/ & 13UP94-0162 C,� of a n 1. DA.RTM0IJTH 72. 15pF70 test connection. Section 3-12.7.3, LBC Std. 38 w DARTMOUTH, 7255 DARTMOUTH, 7255 BUpg*0347 BUP94-0162 BUP94.0347 8 BUP94-0182 �:, '5 SW Hall Blvd.. Tigard, oR 972.23 (503) 639-4171 TDD (503) 684-2772 - --- - V BUP94-0347 $ BUP94-0162 b 14 OF 70 16 OF 70 13 OF �� wa rl r F,GF cwn , t� R) MAY a x) 11 I , III , I I , II1 11 , 111 I I , ill , l 61 le I ! ' lll i I , III I IIIIi I Ilillll IIllll lIlli � l 1 FUWR- GLASS MADE IN CHINA IN I I FIRE Sl'_;TETts I.EtiT p.LW TLIN-0I-1 F IRE. SY'JEW WEST F.l l, Mi . Tom Madera Mr. Tum MaderaMi ?..5 1995 May 25, 11495 ' PA'ge 3 Page 4 19) Sprinkler piping Shall riot run through electrical roorns. Section 384-4, NFPA 111 Pests of drainage facilities shall be made while the control valve is wide open. 'Gest connections, which mayalso be used as drain pipes, sh:Ill be so installed ,�t�� , Standard 70. \ that the valve may be tested wide open. Sections 1-11.4 K 2-9.1, U13C 38-1. � 20) Longitudint-d sway bracing shall be spaced at a maximum distance of 80 feet L. N 12. An approved set of plans shall bo available to the inspector at rhe job site at � on center for all feed and cross mains of sprinkler piping. Section 3-5.3.5.1, �;-' `- IA time; au-r • nt; runstructron. Section 303 (b), nSSSC. URC Std. 38-1. 3A � Jlr d 0 21) Lateral sway bracing spaced at a maximum of 40 feet on center shall be �. 13) Provide and maintain approved spare sprinkler hetids rind a sprinkler wrench_ provided for feed and cross mains. The nunimurn number of heads shall be: A) 6 when there is 1-299 heads, Exception No. 1: Latera' sway bracing may be orrlitted on pipes individually �. supportcd by rods le: than 6 inches long. ..� B) 1'l when there is 300 1,000 hf�ads, �l��' Exception No. 2: U-type bangers use _ to support the mains may be used to C) and 2i when there is over 1.000 heads. satisfy the requirements for lateral sway bracing provided t, These emergency heads, along with the sprinlaor wrench, are to be stirred it the leg., are bent out at least 10 degrees from the vertical.C' Exception No. 3: When flexible couplings are installed on mains other than a cabinet next to the sprinkler control valve. Section 3-11.7, UBC Std. 38-1. as required in S.2ction 3-5.3.2, a lateral brace shall be 14; Clearance shall be proN;; r- ded around all piping e 'ending through walls, floors, installed within 24 inches of every other coupling, but riot more than 40 feet on center. Section 3-5.3.5.4, UBC Std. platforms, and foundations, including drains, fire department cuniiections, and 38-1. other awailiary piping. Tho minimum clearances shall be provided on ali rides and shall be not less than- 22) Baffles shall be installed whenever sprinklers are installed less than 6 feet -� A) 1-inch for pipes 1-inch thru 3-1/2 inches an,! `v apart. Baffles shall be installed and of materials as specified in Section 4-4.18, (, B) 'l-inches for pipes 4 inches and larger. LP C� UBC Std. 38-1. 23 L. Please pr(.vide the name of the central receiving station who will be monitoring Sectior. 3-5.3.4, UBC Std. 38 1. uJ�0 the sprinkler system. 15) For steel pipe sizes 1-1!2 inch and larger, the ma>aimum dist �, dt distance between a0 Sincerely, hangers shall be 15 f(et. For steel pipe sizes less than 1-1/2 inch, the maximum distance between hangers shall be 12 feet. Section 3-10.1.11.1, UBC 0, Std. 38-1. - li David Scott P.E. 16) The length of an unsupported armover to a sprinkler shall not exceed 24 inches Building Official steel pipe or 12 inches for copper tube. Section 3-10.5.6, UBC Std. 38-1. g 17) The distance from the walls to sprinklers shall not exceed one-half of the DS:js fid` allowable distance between sprinklers. Section 4-2.1.5.1, UBC Std. 38-1- M:\PRMSYS\DOCUMENT\BUP0 01.62kSPRINK.DOC -� 18) Sprinklers shall be located a minimum of 4 inches from a wall. Section 4- 2.1.5.2, NFPA. DARTMOUTH, 7255 DARTMOUTH, 7255 BUP94-0347 & BUP94-0162 TOTAL P.05 v18 OF 70 BUP94-0347 & BUP94-0162 17 OF 70 MAY % 1995 MICRLMED lllllll IIlll I � III I lill Ili III 111 11 .11 III 11 �11 ill ilill 111111111,61 llFMM- GLS 4MADE IN CHINA IN 7 I' ll ' sw 72 AWE T SII u_ r I i 3�I (s I rp 40II....{� i � I L RonF. 9e, 44 7' '/ �i / ` r / �• � � �,��-'."i."."'"'"`.. f � �H nFJ �/�!S�[.►11--.I�E�^, �' •✓ 'rr,�4,1, // i94,� I /� �� ' I�h.IJ'>d•� �7�((� 1 Y I' /�` �f"�,,•-, / �'' l•�' f/'� ,. � ! �f �/ / /"r 1� :0 � � wkM�' �.s CO C�� ,�• E �aD►1.�A7 � v�/�RE.I�f.►I�t !t c'-a.1.lr�� i taknJ��'` S+� � ht�•Ri r7►.� Cs{7�vE. /.r►,..11��Y �n� •C.n►'{R!J,�'1(yt.� py��{(7Jt.V I�n�Jflil F. F!'..It '�I ' 12eJ � Il f ►j'D �J s. — ,�1!�.•.� •,pMryl-Y ►�`�/�ta�T f - _._.._.__ r___..._.__ _ . ; ___.__.____ __._.___._ _._-.__._ _...__ _... _______ ___. ._ ._ 1 103 WWR I �I 71;?< 112 4 4 I41- per-r. I I►J ./QyJI..T�3Y r tN�.;�y� 1 I / r f WATFoRfL9MJMM wssauAl- ir"5tI DATE:o 34 IWORMATION FROM r Ov I V�•E ��r r A��p pLpNS MUS' TE ON JOS$IS TY OF T!�ARD ,. • ... ., nrt / Approved—,---'..".. pproved—,—�...• ed •.... .... .............. ... .... � � .`_'--- CondRionally Af,nrov ,C�liT Far only thew UNDERGROUND �ib + r . so . Attach - :Follow .5.x. •2 •'� �CCE PLAN Attach... • �" �`,� Sco of Work: Fire Systems 1Nest t�• ovide nece vsar �r_al r I",3U~ p� v �r z S's s. matebal and labor to ir►stal{ und§*:rgtound piping to 5'�Y' h Or;r then -.F IRC HYDRANT job Add(c• Z1�•�r . ;I +-� �� ', •, outti(se face of bolding _ N "r, gy. --�-- ,� c:,�,j-itlractor to supply FSVV wig, certlticate showing pining was ftushetj and tested in a(„cofdaice witfi NFPA Standalyds h 13 and 177 underground p4);ng to be Instailed with rodding and/or Dig;cking t 0111ACT NAMEw^ Mirwrnum bury to be 36” b0ow grade Backhfl to u!se rlatt-e on-site [[[ rr►atanals 1 EXcle a1C rv, City connection `ees. development fees i IE starno tees select t. compaction testing landsgcaimng. bee remc val sterilization ar4:or stwOzation permits cutting and patChin t of ,UNTRACT WITH a%oatt or conciete sidewalks, parking late an(Vor CLIrhs I `{I+.Uhf�rl''►f2.7, r3IZ U�c J 1 I T Z4 �'1"1{_,!E �`'t1�.1� r•`4K �'�/Yi1 C_�-�..I�/�,' .�: �i�..k_ �'F HAND LEGM . 3Pri1�KlER I.�:GENQ SPRINKLERS USED REVISIONS 6ENERAI. NOTES DESIGN CRITERIA ANO NOTES �• -- _..r....,� ..-. A 'U" �� M NMCi✓'NE THREADED ROD SPRINKLER SEE SpRINhLERS SvM TYPE _ MFG/MCII�EI S17.F_ — TEMP FINISH GANOPr DUAN MK BATE 9'r �� """" "" re Systems West _..._. ..__._ .. �� UP AND DOWN ----• --, Ct'AC11 SCREW TOGGLE NUT ORIFICE SIZES UPIRK100 i1( `- 1 All.MATERIA, AND EQUIPMENT TO BE NEW AND UNOERWFi1TEAS APPPOVEU �! TV AND TYpf -- "-- — ' ' " ----- 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER 8 DIMENSIONR '' -�-1�I LI11 IO+i�? .�1r� t• ,+ Y�. {-Its': C C" CLAMP P DRIVEN STD --- �._�_._____ (IPEIWNG oPENING . _ ! r SHOWNTHUSLY � T MARITIME AVE- 0 ._ .._ _r._._._._.__._ _ -- _-----.-_-._-• , el wH+r,H ARE END TO END � X00 D TOP KAM CLAMP N WEDGE ANCHOR � � � � � SPRAY _.� _!!?� UP SyMH(X ODWN ��_._ _—� 3 EARTHG.;rnKE BRACING ;Nell 9E PROVIDED IN ACCORDANCE WITH NFP ��F' '.ono Weq FT• uv,eu ©d �Ic-H VANCOUVER, WA 98661 PAMPHLET NO 13 E FYI RCO T -16 Ib��+- 9906 (� _ I T _ 1 _ .._ _ _T _~ - -• •.. -____ ___ ____�_._ -- PIPE HANGERS AMC METHOD OF HANGING T(� 9E IN A(.CORDANCf. WITH ( } �4 - NFPA PAMPHLET NC) 11 f f{.�J$N EL U _ _ r__• -�--_ �- s A� 1-- '1'-- � 11? yAL3 REQiJIRED D15rRiEiUTIOiV 5 PIPING SHAH RE !II ACCORDANCE WITH NFPA PAMPHLET NO t � t� .s�`. F��', L'? ,. *A 11 lX1Mt� ILK 40 FINE SiW1 to t�� - _ "(,EIE�/�(a` ry+ _ _, __ _� ® _- _ _ _ ^ CIT / )F TI(-AF:i:U. _ UTy O TIC„AGip 2 6 JOINING; OF PIPE AN(, FITTINQ3, THREADED AND WELDED CNAII. BE IN --- ._ . -.... --- ACCORDANCE WITH NFPA PAMPHLET NO 13 QUALITY CONTROL BY DATE _ i•2 1,? 1 ? ROM APPOOM FOO F ADRK A T" 9Y _- 13A Tt N SIDE KAM &RACKET 1 SIDFWALI - --- -- — --- y _ __—_ �__ - OW R,/ARC►{ y)WN AF 7 PROTECTED BY A T PIPE 3PRINKIF.R SYS1�M 1J .j l.�_ ___.. 16 1 I IAS' �� - Fc7W R - _ _ 5 OWNER TO PROVIDE ADEQUATE NEAT TO EVENT WATER K P! F y . _� FREEXIMG IN AREA.', ��' ,,_ _. _-'"--` -- TEilA1 112• _ N STRUCTURAL. ADE�AJACY OF rSf BUILDING TO SUPPORT THE SPRINKLEfy APMOvED FOR INSTALIATIf)k IR DA TV 00fCLIP BURTMOUTH, 7255 • —"" ' DR► TYPE - `�-� --'_ RATING M. _ -_ _i� _ — - P1PIIdCJ IS THE RESP(liJS181LITV OF THE OWNER AND'(�FI HIS 9TRlK TllpAl � BUP94 g2 ,.. .o., >,ao• -- TOTAL THIS SHEE C T,).r� --- I+E ESENTATIVE _ DES - GSA 1 E JQe d 19 OF 70 7 -01 „��..........-. �...... T T I L "� t•u, c OF «' £1199! MICRONRO LMED Itt 11 � 1 1 � i11 11 � 1I1 1 � 1I1 � 1 1 � 1I1 111 I 11111 ' I � III 111111 �,��_ c;E.11R5 ! 1 � � I4 � 1 I Il � il I � IIIII 4 MADE IN CHIN! IN 1 1 1 1 1 • 114141 A WIF-A. I si i,4y Ole 1,,l -AL L L e-kl L.&TE D if L - k fnnf—, A"*. Fr. 4 -------------- 0 0— —0 o- o- • U- W. -4 it j p, dl Lj u C c 4 K- C4) 10 I I " - _, ��. .v�1 _,C,_'�:4e.____ I;. .. T 0— AR C), 4 r 07 4 N i en 4 • 2,2 s 4 r 91 TZ 14 F-T- 4 Ilk llx -49 01- '14% +C4 L Ilamoi, 7 i L /4, —L+ 1A Volk (1104.1 C-XP 9F M, Ise f= �7 0 et I II ikk rz f , ... ! j� x !' D L[Jq r k 7 14 N 1, " r� ,M I i li �-. .i j � _ __. ._—.... -_ Ca-I� I•%• 141•rA, F�JLL 1�L-41T �o I-V j�t.A L4 4 way* n r %-rA Cf -L. v Peer n VA Is VIC egg. I _ ke 4— w -7 4 Nt RL fp -AAWV • _Ijf — (L r 2 Ct 0% 14 14 . I Z J ' yl ir, I 1 / aZ' A N^JF r FLA 1=n� r= t L rlp PeP7 T- IQ 91 - o- rte' L V F- 2 • CHO rl 0 lb I 44 ft 5-1 t =;7 -01) . .SPE !a L r L -7; f7IN J.- J, I- � mw MN _ I A I,7 A vo; v 17 -1 1 1 Ask 4 :-qoftd- 4,41 t ?I yll (jyr Q T ; d L11 .L' . � �l r yt `,. i.Lf E0 CONTRAC" NAME L ri E. kk--frct., t A X J:'I ;JF. PA I", t��llll 41 40 P, CONTAACT WITH 4P, 4 HAINER LEGE40 SMINKLER LEGEND -1c rm ?jj C--C�L + Likal at, "L 3 nc� A J" HO()#( i m WHINE BEADED "D SPPINKLERS USED REVISIONS GENERAL MOTES -TES-IGN 6—ITER-1A AND NOTES SPRINKLERS SYM ryPE FG,Mf)0EL SIZE TEMP. (,ANOP� QUAD DATE By ORWIC( TEE FINISH fire Sj�ystems West COACH SC W ROD) N TOGGLE CS (PROW uP AND DOWN W" RE . TMA AND TYpf sin ALL MATERIAL ANC)EQUIPMENT TO HIE NEW AND UNDER ITFASAPPq0VEt) Sl MARITIME AVE 9,30r% C -c- P- POWKFL DRIVEN OP[NO4G OPEN11w, 2 PIPING DIMENSIONS ARE CENTER to CENTER Excrp-t nt%, R,& DIMENSIONS UAW mc c-� SHOWN lHLJSL Y i 1-6) WHICH ARE END To END �T' VANCOUVER WA INWi TOP KAM CLAMP R HOR 117 up SYMBO DOWN AL 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA (206) 693-9906 ir w T AV A _7 NO wJ0 V21 --.- PAMF"FT W) 13 l,'2 H&OPIPIdel FLUSH NFPA PAMPHLET 11YO 13 F SWLL u 4 1" SPRAY 1,2 4 PIPE HANOFPs AKD METHOD OF HANGING TO 0* IN ACCORDANCE IMTI�4 -1 -- APPROVALS REQUIRED I CXILING V eK�. DISTRISU'ION 5 PIPING SHALL rjE IN ACCORDANCE WITH NFPA PAMPHLET P40 13 Sw FLAW*E 71(,ARn (�iT� 01" TICAPL) 6 JOINING OF PIIAE AND FfrTINGS, THREADED "D WELDED SMALL BE IN H BE" SPACKET --woo �)WWP; /A ACCORDAl`jCE WITI, NFPA PAMPHLET NO 13 ALL F�P,4� Te:� j;" WkIT-f Comy"m BY 04 `Y 8101-T I � f 2 SID(WALL /ARCH 'l')\dNF-R 7 OWNER TO PROVIDE ADEQUATE HEAT TO MFVENI WATER IN PIPES FRL*A SNII P-TNI 16(.-1 -,*r fit,. W. Y 166, FREEZING IN AREAS PROTIECTF.L) BY A WE'! I� APPWOM FC* rANKATOOVY DA tt 21 F-C�W .F PIPE SPRINKLER SYSTEM K : SHM TEMP 6 STPUCTUQAL ADEQUACY OF THE BUILDING TO SUPPORT T4-t " CLIP Tjj 725b DRY T YOf SPRINKLER 04-�A c-- r4u-i APPIll"M FOR IINSTALkATWIN NY DA?t DARTMOU I RATING "PING IS THE RESP OF THE OWWA AND" HIS STRUCTIJRA� DA REPR TE m NO _T: BLjpq,,-r162 SENTATIVF T' 3W' —10 AL THIS sHEE,r BUP9"347 OTAI 20 OF 70 --- 9 OF MAY 2 9 1995 MICROR MED ■ Fwlk- GLASS 4MADEIN CHINA IN 116111111 11111111 , IN 0 I I AL 4/4 4)�i c)-f 'y L�- hill.- t F ' SH�.ET INDEX -• 8Eo NO. 8N['.!'T DESCir UM wo lip 1111141E 0r4d!x 'rvA4 .m„-._. . .. _ GI i ILILAM ,GAPi' ......._-_�_..,._.. ... ✓r �.�,�� ,;.1 /r+� a. _ • .._.-- '-.,.. .... -. --. -.. .. _...... ,-..�. ... _ .._ .)►''t'�i +1C, �'_�.-..�. i. ..__ COVER -SHEEN AND NC�7tg - ....,... ..-; yT1M-► MErrIAkIG. P1.G01rd P-/.,, _ SITE PLAN -_- ....a 3"' , TIM-1 ► C.��AN{G/►►1, d P'�. A�111�16 �,.. .....ro_..._ .. ;3 -� CRADIN6 4 !-4051ON GGNTRCiL PLA'1 4 -� UTILITY PLAN __ �\ i.- RETA14IN6 WALL t DETA'L5 _. . T _ �'.,;� E�EG'R:r v `\\' 1► DETAILS ! �. . . 1 _ LANDSCAPE FLANS — ._- . 5F. TIE-1 L16HT,45 FLOOR PLA►. \ \ �� \ ��\\� \\ \`\` •\ _ ..� IRRIGATION DETAILS TIE-2 POWER r'LOOR P_AH 4 _ SPEGIFICATION5 4C c %,N't TIL-5 ELECTR,GAL NOTE.. t piA,-_Q�r #A5 �\ ��\��.\ �� ,\ \\\� \` ,� '� 10 �O� DETAILS -._ _. . _ _ __. _ ..._ .._ 411 T E-4 GAL NOTg5 t \\�� \ \ \� `� ��\\ `\�\ \ \\ �\ �\\ 42 I ELMGMA�Hf I ` Ei.A� tAI �: --______ __ ._.__ __.__.____.___ _ \ \ �� "�\. • TAME-I GA.. E_EGTR;GA:. EG �^ • I , 5HELL BUILDING 1 I ___- ---- - ARGHITEC-TURAL. _.._� __ �--- S T R E # 2 8 7 __ __ _.__ ___ -__ __ _ _w4- TITLE II �TS SHEET �' ._ 12 - t 5A-I,D REFERENCE SITE PLAN.-_ .__.-__......__..._..,.�,-...___ ._..___._..,��_ ...._,.._...�__. _ ._..__._....... _ TiGARa CENTER _: , - _ -- :--- ___ - -- - - - _fi 14 } A-I.O FLOOR FLAN -t--- • 15A-2.0 ROOF PLAN r�� n V E a n d D A R T M 0 U T H STREET -}A-3'0 EXTERIOR ELEVATIONS I-1 A-4.1 WALL 5ECTION5 4 DETAILS _ Ib -TA-4.2 WALL 5ECTION5 t DETAILS T I A R ® 0R E N 19 A-5.0 ' MISCELLANEOUS DETAILS 4 20 A-5.1 MISCELLANEOUS ROOF DETAILS 21 A-HC HG - GENERAL INFORMATION - w� STRWTURAL 22 _5-1 FOUNDATION PLAN _ :)'S S-Z ROOF FRAMING PLAN —- ,„ 24 j S-S RETAIN WALL SEGTI64 t G,.LY& 1 ----- , 25 I BTT GET RAI. NOTES t rfPICIGAL MAILS --- ---�--- _- --- 26 ST-Z MISGELLANEOUB DETA-1L _ 2'1�'3Y-� MISCELLANEOUS DETAIL TENANT IMPROVEMENTS ------- A COMMERCIAL. PROJECT FOR : 28 ; TIA-I , FLc. ' : PLAN - 2q TIA-Z� CEILING PLAN MMELL CROW BITS 111c _STI TIA-3 SERVICE CENTER DETAILS 4 NOTES ■ SI TIA-4 PARTIAL FLOOR PLANS t NOTES TWO PIERCE PLACE — Z TIA + GENERAL NOTES, DOORMINISH 5GHDL SS TIA—b INTE_RIGR_ELEVAT_IONS 34 rTIA—1 CEILING DETAILS ITASCAv IL 60 '148 TEL = ( 708 ) 773 - 35 —TIP`I—FIXTURE PL/4N 410 ! FAX = ( 708 ) 250 - 4008GENERAL NOTES I. CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HImSCLF ItiITH fT PROVIDE GERnFICATION OF ROOT]Ng LOGATI(,h 'SCS'' Si Mr o EXISTING C,OHDITIONS AND REVIEV!AND UNDERSTAND THE REQUIREMENTS FORM IN PRO-BCT MANLAQ.CERTIFIED D+'EkyHe R. •{ OF THE G40NTRA67 DOCk*-ENfS. GONONTRA4'TOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND CONDITIONS PRIOR TO BE6 WIN NS ANY ID ALL LEGAL EXITS IKrGATED ON TH(' PLANS SHAT_ BE OP5v4 LE WORK AND SHALL NOTIFY THE ARGHITEGT OF ANY DISCREPANCY DO PROM THE !NNCE WITHOVr THE USE OF A KEY OR ANY' eCAL NOT SCALE DR401I455 CONTRACTOR SHALL BE RC5PONNEILE FOR ALL KNOr42V6E OR EFFORT .kms SHALL BC LABELED. '11445 DOOR TC RE A.ti y-' CORRECTIONS AND REPAIRS REQUIRED DUE. TO HIS FAILURE TO DO SO. UNLOCKED DURING BUSIK ; HOURS' IN BLOCK LETTMi A MNIMIJH OF INCH HASH ON A NG BAG+,CR�III►D. SPECIAL. LOC,['* DE I_4 •—�'� 2. THE PRO-BCT MANUAL NTH SPECIFICATIONS SHALL BE A PART OF SHALL BE ON AN APPRav D -I TVE. PLUSH BOL-S OR SURFACE DOE'S AM L� THESE DR.AKNI65 AND GONfRAGT DOCUMENT5 NOT ALLOWED MAVCINIA-1 EFFOIP'TO OF::111ATE DOORS'.SMALL NOT ExCEW = DS LOG FOR EXTERIOR DOORS 5 LD6 FOR INTERIOR D%XWS AND B 5. 5OLEL'Y AS A CONVENIENCE TO THE OWNER AND CONTRACTOR•THE LDS POR FIRE "TBS DO0115 ARC.HHTEGT MAY INCLUDE DOGU-Z S PREPARED BY GGRTAIN G4"ULTAN S ABBREVIATIONS VICINITY MAP (OR INCORPORATE THE RE-COWVVAT1045 OF SAID CONSULTANTS INTO 14. E!crERIOR OPENING'_,SHAT _ c-cs- LY of- -HE G'TY SE:�`r ` y. DOCUMENTS PREPARED BY THE ARCHITECT)KTHIN THE SET OF ORDINANGE5 • r�a D(X.UMENTS IftJED BY 11E ARCHITECT. I7 IS ExPRE55LY UNDERSTOOD, °r THAT BY SUCH ISSUANCE- THE ARC..HTEGT ASSUMES NO LIABILITY FOR 20 r'+4MF EXIT DOORS SW 6 CVT OVER A LA1,006,THE L.Amc �fi l) Q O DIAhErER C.H.B. GONt:EALCD H1G!3E BIBB EL CG G-CGTRIGAL 6R. &RADE MIN. MINIMUM RDV'®. RWHOOD TEL. TELEPHONE THE ERVIGI_`S OF SAID CONSULTANTS. i d? SHALL NOT BE MORE TPAN eEL4"i}C TMI.SfHOLD I • C 5MARE FOC/FEE" G.I. CAST IRON EL ELEVATION SYP 15YPS_,UM M156, MISCELLANEOUS RCF. REFERENCE TIlS TONI AJ-D GROOVE 4 AJ,D G/J CEILING _1045T E.P. ELECTRICAL PANEL M.O. MASONRY OPENING REM REPRIGERATOR THK. THICK 4. THE SOILS REPORT V5TABL15HES THE CNS ATIOFOR EARTI+- 21. PROVIDE EXU' 5`645 AIS -x- LIC-c''14& AT Al EXITS AS L E • AT C,..1 C4*4TROL JOINT EQ. EQUAL HD. H05E BIBS MTD. MOUNTED RCINP. RP°INPORGED T.J. TRUSS JOI_,T WORK CONSTRUCTION AND SAID RLYOMFEPDATIONS ARE A PART OF THE REGUIRPD BY GODS CAN"I'ML,HE UA, CEILING EQUIP, EWIPII M.G. HOLLOW GORE MTT MAIN TELEPHONE REQ'D REQUIRED T.P. TOP OF PAP'APC.T CONSTRUCTION CONTRACT. THE ARGMNT5rT A55U1-E5 NO RE5Ft,-+ IGLITY POUND OR WvAfwR GLR CA AR E.H. EACH WAY HDR. HEADER TERMINAL RESIL. RESILIENT T.S. TOP OF 5HEATHIN6 FOR FINDINGS AND CONCLUSIONS IN THE SOILS REPORT AND INGLUDE5 IT FOR Zz. NO ADDIL ROOF OPN9 OR RG+Of*ty ECL F M .' RIS () EXIS�7N6 TIpIA > v: GJ•S U. GONCAETE MASONRY• JNIT EXI5 EXISTING HDW HARDWARE MUL. MILLION RM. ROOM T.V. TOP OF WALL REFERENCE ONLY, CONTRACTOR SHALL NOTIFY THE ARCHITECT, ENGINEER ALLOYED BEYOND THAT W HIGH S 'SHOWN :JN T'C'SE Pl," N-60,,T AD ANG+KIR BOLT _ G/O GLlJ\NOl1'r EXT. EXTERIOR HT. HEIGHT R.H.B. RECESSED HOSE BIBS TYP. TYPICAL AND OYVNER OF ANY DlSGREPANGY BETI'EEN THIS REPORT ANU7 THE PLANS P-BITTEN CO►V5i_H!T OF THE ARG�I'6GT AND ST1n.IC-LRAL !NS�QR A✓G AIRR GOND TIONINIS GO. CONDUIT ONLY H.M. HOLLOW METAL N NORTH RD. ROUGH OPENING PRIOR TO CjE61HWIN9 WORK. THE MORE 5TRINGENT REQUIREMENT tHALL APPLY. AG COL. COLUMN FDN FOUNDATION HORIZ. HORIZONTAL N.I.G. NOT IN CONTRACT' R.O.V. RIGHT OF WAY UDE. UNIFORM BUILDING GODt: a 25 NO STRUCTURAL FENDER S►b4LL BE GLI'T FM PIPES, A', 454;: 5 AD �E/� DRAIN � CONY. CONCRETE FD. FLOOR DRAIN H.P. H16H POINT NO. NUMBER Rb. RL-SAWN U.O.N. UNLESS OTHERWISE NOTEp 7 4 s. ALL WORK AND MATERIALS SHALL coNFORM TO r1E LATEST ADOPTED ETC, UHlC55 5P'EGIFIGALLY C7E A'LED AND,"OR APPRO i 9'P' T►E I�i01� CONAL. CONUNEGT;ON FCOD .F. FINISH FLOOR HTe HEATING NOM. NOMINAL UNIFORM BUILDING E AS AMENDED,ALL ORDINANCES AND STRUCTURAL CNSINEER. �GOUS'TGA'L CONSTR. C401,19TRUGI ION FIN. FINISH HDWD. HARDWOOD N.T.S. NOT TO SCALE 5 SOUTH VD, VINYL BASE RE&J-ATIONS OF THE CITY OR COUNTY WITH LWISVICTIoN AND 5PEGIAL Apr FIN,!H F_QOR GOVT. CONTIN1UpUS FIXT. FIXTURE HVAC HEATING, VENTILATION t S.A,T. 505PENDED AGOU5TIGAL VERT. VERTICAL REWREMENTS INDICATED IN THE BUILDING 9*"ARY OR THESE &EMq AL 24 n L SHOP HEVJ)I%S TO BE DCBE IN A c;C"llEV UGZK.E' 7 SHOP A PW. APP411LNA-' GONM CONTRACTOR FLR FLOOR AIR GONDITIONIN6 O.A. OVERALL TILE V.G.Y. VINYL COMPOSITION TILE � GIJB FOODS NOTES. ALL FIELD I' DOW`SHALL BE"E ONLY BY L<AMW NM_'A7RS .*VM AIR--O . AF CAII'T MAR GT5K COUNTERSUNK F.L. PLOW LINE ID. INSIDE DIAMETER O.G. ON CENTER V.T.R. VENT THROUGH+ R k-Aw CONT;NIOVS SPEGIA_ IN5PECT104 ndTH CERTIFiGATE WJgr, AS Aditl.►+, ARGHiTEG't1PtA� SITE1 WHEN SCOPE OF WORK FOR TENANT IFPROVEMlEN7S EXCEEDS THESE REQUIRED B1' BUILDINS OF'rIG,A,. ADR ALrrOmA-IG SPRIN✓.iER rLlCJr! G.Y. GUBlG YARD FLUOR. FIRE kl-SCENT' I . IM/E<�'T ELEVATION OD. OUTSIDE D DRAIN S.G. SOLID GORE � � DOI TS,CONTRACTOR SHALL SUBMIT PLANS TO THE DEPARTMENT OF F.M. FIRE HYDRANT IN. INCH OFD. OVERFLOW DRAIN SECT. 5GHCION W WEST BUILDING AND SAFETY FOR APPROVAL PRIOR TO STARTING IMPRCNTMENT 25. h/ERE LAW55ER 5TUP.7 OR"..PPI TURD IS REQ iRL'D TO GCNElI'. DI.ICTS. BOARD DBL. DOUBLE FA.M. FACE OF MASOIVFtY IHVSLJI,.. INSULATION OPG. OPEMIIN�S SEDT. SECTION W/ WITH LtC►f. DS!'PAR"H HIf FOS PAGE OF STUD INT. INTERIOR Opp. Of•POFiITIr SHT. •5143'7 H.C. WATER CLOSET WORK PIPING CONDUIT ETC,TIE LAR6fR S12E STIR OR FLRR'NS SPALL cd O DCT VETAIL F/S FIN15H SURPAGE SHT&. SHEATHIN& P D. WOOD D� 6T. y I I T A T EXTEND T}E F!•L Lt'16T1c OF '}C SUWACE i4M THE PJRAj46 OC.U►'s ALL 5GNA6E 5 NO PART OF THI5 CONTKAG 516N CONTRACTOR DI DOU&L.IIS FIR F3. FLOOR SINK 3T. JOINT PAR7N PARTITION SIM. SIMILAR W.H. WATER HEATER cV HMAIII(ENEV PLAN �!A THEWTU V 9 TIGA. OM DDM DE�FOl1NTAING FPOOTINI& F?15ER LAV. L.A,ATORY P'l B6. F'IJIMBINGrr LINE SPEC. SPI FSG STION �J19TAJtT JOINT Wo HITHOVT < NT5 _ _ Nh TO C.IIt'OFF ALL C/JNCCALb L7RAFT �, BL_OGKINI& _ SHALL OBTAIN SEPARATE APPROVALS AND PtRMlr9 FROM 6CNtRNINLS 2b 41UtOV1Df FIRE STOP'P INK HATER BC/W � Afa9VGIE9 FOR.SIGHTS W AND H1dLZON"AU AS IREGIIIIl�FJI.c•H � a Dl1 BOUNDARY hA LINk& I BST BOTTOM ON P-IrN mi" FURRING LT. LI&HT PLYWD PLYWOOD 55. 5TAINLF55 STEEL W.V.P. WELDED WIRE FABRIC, B. MLE55 OTHIETZISE INDICATED ON THESE DRAWINGS OR IN THE c aTr++ BFTt'ECNt 2•I. THE BUILONVS) AND AC;LIr.E9 14JST Be ACZ&w-4BLE TO AND DR DOOR PUT. FUTURE P.O.G PONTOF CONNECTION STD. STANDARD r - PRO,$GT MANIAC AN7 9PEGIFIGATIONlS A9 BEING NIL OR E: STING, FRIFIG7101AL FOR THE PH+"SI,',A...LY p1!J1pLPp IN AG44RaANGC PV'T►• L)1 �- D5 DOWN5POVT MAX. MAXIMUM PR. PAIR STL. 5TEEL ALL ITEMS,MATERIAL5, ETC. AND INSTALLATION OF THE SAME' AREA I 1 G GAP+DEiZ AFERIGANIS WI'H D 54�ILI'1E5 ACT(N2Ar AND ALL C''!R x CATV GABLE TELNISION DAR. pRAWIHiEs ISA. GAUGE MD. MACHINE BOLT P.T. I'RE55l1RE TREATED STOR STORAGE STATEIFEpERAI. 60VERNN6 A6ENGIESS. � Ca GATGK BASIN &ALV. SALVANiZED MECH. MECHANICAL PART OF THE CONTRACT DEFINED BY TI-,ESE DRAWINGS AND �1 STRUGT. STRUCTURAL SPECIFICATIONS ) E EAcVr 194. SENERAL CONTRACTOR MET. METAL QT. QUARRY TILE SA.�'. SHIT OFF VALVE KRUSE BLVD. .- UDOINT CO ALL FLOORS IM L W_II4 TH 44: SHALL HAVE NON• 'P SURF AC E3 Hv G� U:ERAr'tIG E''' E'c`•'H &.I. SAl_VAVVIZED IRON MFR. MANIIFAGTURL•R r SYN. SYMMETRICAL ��■ R. GONTRAGTOR SHALL A55lIhE SOLE AND CITE RE_`�P'ON15lBILITY GON�R�LIANGE WITH ALL HE,�T?1 ,�D y,FE'r" GOD'L."! JF C C.G. EVAPORATIVE Gc:OL.ER SLD. SL.0-LAM BEAM M.H. MAN-10LE R. RISER FOR JOB SITE CC`NDITION5 AND G01 SLY WITH SAFETY Rf6iUl_ATION5 AND STATE- AND FEDERAL A6ElWIES E.J. EXPA&ON JOINT eL. OLA-" RAD. RA0IU° T. TREAD RESTRICTIONS AS REQUIRED FOR WORKERS AND P'tDCSTRIAN PROTECTION -J &ND. SROUND R.D. ROOF DRAIN TB. TOP OF BEAM DURIN6 THF COURSE OF C.OHSTF44TION OF THIS PRO.E_CT PROVIDE Z•I. STRIPING FOR THE VISUALLY it-PALATM, THE JPF£It AIP^RJ•w-- T.C. TOP OF CURB PR47ECTIC4N AS REQUIRED TO PREVENT ANY DAMAEC r0 EXI9T145 AW THE L.01`CR TREAD OF EACH STAIR SNA,.._ BE MAWD A-• A R-V.- aF ' a, "--—'— - -- --- C4*6TW14TION WITHIN AW AD.VGENT TO JOB SITE. Wim[ DAMAft CL,EA,RLY GONTRASTTNS CPLAR AT LEA:5T 2-'►t'lC9 WILY.' p!_.!cr_1' �J —_ OZZ)JR-5, THE CoC",IGTOR SHALL REPAIR OR REPLACE DAMA6F,D AREA PARALI.A. TO AND 40T Nt7RE' '•HAM 1-,NCL' Fri*, T►E WC SE OF -f5-rw L'RII LEGAL DESCRIPTION BUILDING SUMMARY DIRECTORY AND/OR MATAL AS REQUIRED TO THE OHII APPRCVAL AT NO �I,,,DI� L14 c. ADDITICNIAL C,05T. THIS REQUIREMENT SHALL APPLY CON-INIOLISLY -- AND NOT BE LIMITED TO NORMAL HORKIN6 HOURS 50 PROVIDE 4' HIEN DIC CUT HOUSE N*�s,REIvrtSE NZA0145 � G CONTRASTING COLOR.... %IMtiAR TO LETRASET 1VW,,BOLD'POR EACH ti 10. IF TI-CRE ARE TRENCHES OR E-Z AV,A,T ky+5-O'OR MORE !N DEPTH BUILDING SPAGC AND►-Cw r VW..CTLr MINE&MZA ..E POO".4•M Xe% BUILDIh5 CODE U.B.G. (1991) EDITION IWO WIGH A PERSON 15 REQUIRED TO DE_',rILS.C.C)NTRAGTOR SPALL V W x "' THIN INSTALL 'ECA"iCALLr'PA51TWD MOT OLLM) U.P.G. (1191) EDITION LANQ .6lF��VEl.MR T 4IBLl�i1a3'�1._ zIIMR OBTAIN NECESSARY PEWIT FROM THE 5TATti VISION ALLIM14M &ALDIND APM_5S M-�+C" 1114 A(X%f ICJJMIS LOCATION ON r' A PARCEL OF ._AND LOCATED IN THE 5'VTHEA�ST ONE QUARTER OF U.M.G. (Ig4l) EDITION OF INP)5TRIAL. SAFETY. THE WLD149 SO THAT THIP Ake VISIBLE PICC"THE 91RW I RM LOCAL N.E.G. (1990) EDITION Trcammoull Grow DTC, Inc. SECT04 36, TON�IP 1 YOUTH, RANGE rdE5T, HILLAMETTE Two F-lerr-eo F-104e 5605 Max, Inc.aANF A�sOGlaty AAI AIPAL GOC'E COLOR ROV AIO CO 511A11 B!' AS wR!►�OLLA'TO OC.c;UPANGY 6R1.)UI': B-2 '5605 Warrensville GAnter Rd. 4'!00 Tel*tar Ave., Ste IOU I. PROVIDE ALL LJ�BG>R MATERIALS, FQIUIPMENT,TOCf�9 ARCHITECT FSR ,Pel![7V V. AND GOPf`ORHANICZ IrrTM RBSU�A'101lQS. It,-AGrm, IL 6CJ149 irlE-RlD�A�i, GIT`' OF TIcvARD, WASHIfiNTpN GOUN'T`r•, ORCFON, DESCRIBED A5 FOLLOWS: Shaker Hetg�'+cs, off 44122 EI Menta, GA 4i1s1 1RANl°,PCMYATICA/,UTILITIES,OTHER SERVICES A'E! PRELAiLT CONSTRUCTION TYPE TYPE 111-N FULLY SPRINKL.ERED TSI_.., r'roe) Oe6-OgOI TEL, (216) 4411-6400 TEL4 (bib) 4445-blez NECESSARY FOR PWDPER EXECUTION Or THE GG'NSTRUGTI,-N P•[C0RED BY 51 PRiOVIDE UL .APPROVED FIRE EaT1N9VyE!!S AF fdMgtW bt' 8!C� I�.Svm SATE IrA,x, (Toe) iso-417045 FAX: (216) 265-!3361 FAX, (bl&) 4445-b042 CONTRACT DO UHENTS PIR[' NAPASHAL. VERIFY LOCATIONS OF Ex•,N9UISHE"W1TN•AW..4?M' BASIC AREA ALLOWABLE; 120h)0 S.F. A,rrN4 , Ftt.kx�rt V. E%oo,ry Swan Barns ATTN Norman Non APE' FIRE K*A5HAL. PROVi[.w FIRE PRO`fwTwN IF mmAllD eT �6ININ3 A'r A POi`4T FA.OM i*ICH TL 50JTH ONE-(,�IJARTER CORNER OF SAID 5ECTION - ATTN, Iz. ANY RCV�5ICJN I:>R AP[?;110NAL WORK REQUIRED BY FIELC? LOCAL AUTH4t7RtTIES 'ICM. .ICI& � 96 6EAR50U 5TH 15'5!'01' WE5T 4?36 FEET bb-330,01-D NORTbb-330,01- WE5T 41b 11 INCREASE FOR (2) YARDS 60'+ SPRINKLERS '56,000 S.F. COINC IDITIOat LOCA- 6OVERNING AUTHORITIES SHAW BE BROSIGHT TC �/�� Iry^� a4-'14=-;� �y ' THENCE NORTH 46°43'56° EAST t etllTL`�T -�- 8 >�JYIL-S LYE R TIE ATTENTION OF THE AR,,HITEGT BEFORE- PROG�DINS �¢T; THENCE 5611TH 88 Ib'04 EAST, IG133 FEET; __ 52. A GONrIETE SuPERVISEL Avro-wic PVz*_fmvW.LER 5+'155 34� ACTUAL AREA 25,490-5.P. PLOT PATE . MU51L PERKDWITZ RIIT}I, INC, Klttelson 1 As>Poc!ates AI neer 111 SHALL BE PROVIDED IN STRICT ACCOf0ANCE w-++ T`E P'! 26Dl FENT; THENCE NORTr! , 4936 EAST Ib8,00 FEET; THENCE NORTH 5,581604 941!50MUST SYN. PIONEER C,TI SUITE '�r• Alpha ". I5 SHOULD ANY AWHALTIG CONCRETE REQUIRE PATGHNNr, A04ACENT TO DEPARTMENT REeu_ATIONIS MAHULIS!,HALL!IL*W""Tr r e1' A . , 610 5W Alder 5t, Ste 100 44600 Oak Street, Ste. 250 BUILDINGS, IT 544ALL BE 17CRe ACGORDINIG TO THE PAVINE \ T pIE5T rI FEET; THEW-,E NGFtTH O! 4356 EAST, 1116 FEET; THENCE NORTH bb Ib 04 WILSONVILLE, OREGON g1O70 LICENSED FIRE srRiNtiCLER GONtTT[A4-TOPR S►K7NMM6 bPRUMCL�F+RC P10 SCALE e TEL 030'5) 665-1350 Portland, OR TROs Portland, 0Ft 447225 F GIFIGATIONLi AND TIE SOILS REPVRT APD SHAI1 BE OF THE E.AI-¢ ALARM AND 5T1�/�SjAL ALMM VIREO n.Y TO 'tE FIRE t NEST, 'Tal a4 FEET; THENCE 50l(TH 01-4356- WEST 12,66 FEET; THENCE NORTH bb-16-04" OCCUPANT LOAD and EXIT WIDTHS rAx. (x�5) 6452-5548 TEL, M05) 225-5250 TEL, (505) 452-boos SECTION AND PkAINA&E 5C.HEMF A5 ADJACENT PAVED AREAS c�EPARTHt*rr.Bu1LD,ye DEPARTKlI; AN,D MYJ4TEGT PVR PISVIEPI AND ► -rjT, 48.11 r�T; TFETrGE SOI,TH I'4356' I^E5T 154.440 FEET; THENCE SOUTH 36°08'38- OCCUPANT LO.�D (ueG SEG. '53031) ATTN.4 Jonathan 6r PM FAX: (13031 275-6164 A ('�'J I��4s APPROVAL SHOP pRAk#reb SHALL BE ek&,aTTS TO-e F•RE !�^ 8Y 4 a!' ATTN Brvee Robinson, PM 14 TFE C,0 *RAGTOR SHALL BE R1�3PONEilBLE FCt OB1'A1NIN6 A?i7 MT 2566 FES' THLN 5OUTH 14'0053" EA 5T, bbb3 FEET; TO THE POINT OF M&NING. USE AREA OCG LOAD FACTOR OCGUPANGY LOAD _ __ DEPARTMENT AND ARrL,IITEG'PRIOR m INeSt y,ATIpN sHlErr Tir:E � A FLOUR AREA 1.Q��'iL,.�F1CrE Id1ti1t1OR2 Gr�•71�[�'I @r1.QB.pC1'_c�KTl_1EK7 INDICATED ON THE PLANS AND BY SPE-GI�FIEG!nCNL4 OR R'.:f41UIRE'D B^r THE I. SALESROOM Iq E,45-5.F. SO 655 SOILS REPORT AID/OR REQUIRED BY ANY GOVERNMENT A6ENGY Trammell GroN Company 0. Herschman Arahltects CITY OF T16ARD CONDITIONAL APPROVAL. OF THE FIRE ANC 9'IL!"O DC�AvRT*'EN-S - C.OWAININ& APPROxIMATELY 60,420 EPOUARE FEET. THE BASIS OF 5. 9TO(-,KROOM/5TORA6E 5,841-S.F. 500 10 "SO SW 6emfnl Dr`llvve 25625 Commerce Park, Rd. 21116 dR!DeE ST. 15, 6ONTR/1GTQR SHALL VERIFY THE 512E AND LOCATION CIF ALL THREE M) 5ETs (o,,F C•ONe--rTr OMKR9 Ilt_AN5 A"D W—IRA..L.c B TOTAL 25,490-S.F. 665 Beaverton, OR 41005 Cleveland, OH 44122 TI^ARV,OR dM225 VTILIT'LINES AND STUBS TO THE BUIIDiMS(5) AS MAY BE INDIGATED CALCULATIONS WH "_!lEMVD BY �1•E R,"f'S HLET NQ „. TEL, (509) 644-8400 TEL, (216) 464-4144 A:L, (913) 3'js- q_rl` ON THE PLANS GC) RACTOR`+TALL BE REQUIRED TO BRING ALL ENSINEER SMALL M t*R3Mi-TW Ti> THE FIRE AWP EUL..C`'46 FAX: 0305) 520-9400 FAX: (216) 464-6592 PAX: MIS) "5-110a UTILITY LINES MAIM 50IIIM&AS AND ELECTRICAL), INTO THE DEPARTI-ENV 5 iaR ',PPRL'VAL F3Ert'RE "_;TAS.L_AT1CAl ATTN, John *, 5tinek, Mr-gr. Dlreator ATTN. Mike Gr!9lip, PM ATTIN Marls Furrows BUILDING},FROM TERMINATION POINTS AS INDICATED ON THE BITE SEARINC6 FOR THIS DESCRIPTION 15 COUNTY SURVEY No.2435c1. EXIT WIDTH John Lovelace, Constr. N"r PLANS,READY FOR gEWICE "� Sd vrCNERAL CONTRACTOR 15 Q,'"5P�7PE.IElLE F41t GcVRDPNArPG++OF A. TOTAL EXIT WIDTH REQUIRED: II L.F. ALL FIX'TME9 4 GABINETRY I45TA_LATv,-% W-CM IN WX!S MILLINil pARTPAr)"JTIl '7'.5 B. TOTAL EXIT WIDTH PROVIDED 15 L.F. 16. THE o OHN L CONTRACTOR SHALL PROVIDE ONE ITER. ADVANCED ' 913,014(1347 ►, H+)P(f•1 ��".i NOTICE TO 01-fE•R ARC.H11T1xT /INC) STRUCTURAL e►Vgl►,EgR PRIOR TO HOLES INTO FIX111RE5 � C,q,IVT'py�q 51�(1H�1 OMV FIXTl� rL.AN PVR G ANTIGIPArW POURING OF W., F'7oTINGS AW SL.AD 1-1005C=3 AND OTHER IT" tf•C "tW rCn M'STALLATHQM vMre 21 OF 79 SFTCIFIC LCw ATION WITH CG> +T1�)CP<'s '•tM/Adt�l IIIIII� I III11111 I1I 111 IIIII � IIlll RLEDIIIIIIII � 11111116111111111 : 11 � I HlAM7t- 1:I.ARS 4 M�.DE IN CHINA IN r� 1. 4 1 r 4 t'r I i f , f , s��lR, G %� ( I �/� / ,.moi r ..,.. ..•+....,.... �i _....:' 1 r�r• .. ._ 1 I • FF f 7� 61'� >w�4a it � `V/ � 1 �• /. .. .» ._. _ .. ...._. ) ... ., ._ .'''�• 's#1.•+seal.•,•.•.,-•--.-. .._...,.,,..,,,.�rwn.rl�.,,,,, ,,, . w •,�,�\\ 1 :' CONNECT TO E14STING { 11 .."' c;1 �' 2;• J / \ `, STUB IE 198.00 (LN A STA 0+00) .71 , slop 1 t ' _L.. / /'� /' / , / • �•/ 11 _.. -.. .. �::ir-:.- .as-aeti..:x.Ye •a•i_•a-•••4ta14..Ot.:•- ^'-•irk. `' 11 ,111 1'� �.._._... � ••`''\1 9 1 I c``, --- 1N '��, STOP S7CP/, _ -Al0RM STUD.,. ' T,✓rte" �� IE 197.0 / �- I _.. .._ ' CONC. v � � I� I c TRACTOR I I- `� l_ SF.E.DTL SH�.,..7 St NOTE r Ly ` 5.4 Ln 5.5 r-- HIGH POINT' -I ,_ - , I o• INSTALL 22.5' WYE INV. 202.1 INY 202.5 RIM 208.9 4 \ i -g LN A STA 0+24.00 i INV. X03.0 ; (LN B STS, 0+00) d ---1 IEE 198.26 1 I 4" PERF. PIPE UNDERORAINS TIE 'i0 PERIMETER FOUNDATION DRAIN (7YP) ( I r (SEE DETAIL SHT. 6) I ( i _ „ I ! I I - ---� INSTALL /1 LN i RMA S� 6. pp ' I = 519 , 15' OC. (TYP) + It- IE 1a. 1 I o o I � OFFICE MAX ( i I NOTE: w I> FF - 209 o I Ire: ` I ! c� I , I 1 CIXTRACTOR 1'0 FWU VERIFY a � _� I it.• I I ' �t I I O DEPTH A LOCAYM OF DIST1lIC I 6 FRENCH DRAIN l URJ70 PRO TO STMT OF S \ I I \` ! I _.i I� I ' (SEE OCTAIL SHT. 0) I f co"S'1lUC11011. NOW 9110"E,ER � -xx �/ `� I I , I II I I� 5 i O.00S I i 1 OR ANY DMICl11PIA f,�S1�.R COW�LIICyTS �' Q r "°.° IN�/ ._• ` ' QE- I i - LN ALL 45- WY STA 0+9 1 I I I (LN STA 0+ VAULT�DAYUd1T M DRAM AA \ I _ 'E - 98.83 - �- 1' `-_ "'• iA 5 LF 0 JkUS o'S 'U. I I I ' 1 I I •l VAN INS ALL 21.5• BEND I ! I. _._.�c•'11RE IE - 198.84 INSTAL!'11.25' WYE ! STOPS LN C STA 9+71nr IJ ---4 <' (I-N D ,TA 0+00) !1 i, I. I •j/ INSTALL SBU E = 199.24 S LL CB G� s, TE = 202.4 s Qn 3 f 1 LN STA 1+00.00 B q �� I (0+98.31, 0.82) I / IEA 198.86 so Ab, i --------- RM I 1 �i Ge RM - 204.40 i • . 16 = 200.24 1 4 INSTALL C,'O, 0 OS LN,C ST& 0+73;00 r 1 -- I I I I L / ! IE 199.24 STUB END 3' 74.34, -0.49) r f F8014 BUILDING. STUB END 5' �' RIM -- - 3` , I' r IE 198.0 FROM THE BUIL[�ING. UNE 'E 70 L ` .. / , / ' I r 0 t35' OF 8 ADS • S 0.018 * +°.y, " , t t ! I INSTAL. 22.5' MJ BENDS FROM SW CORN II uj *y} �e 11. 5' MJ B 1. ` �` r`ice `�� \ GRATE INSTALL 204.7 INSTALL 2 do b_ LINES LN E STA 0♦ LL 45' MJ BEND / 28 LF. OF 4 PVC IN SAME TRENCH 1 2 - _ IE = 201.50 5=0.10 _��S• '�,,_T ` _'`` - Al I ATER SERVICE -•• _ . ! Y ! W RTY LINE •�� ., r.,,_- �..;! ' •.., .• '^ -.., - _ I TAU_ SS�.',� "TD�'00'-'j""C--'- -t--- -�• r-•�� _.. 90- MJ BEND INSTALL196.2 RIM9U2 - - __.._.._._• + aUNE 'A1" ^PLACE 10 L.F. OF 4" � UG END '•-t::,-•.+'••-:.• .,. ....+ � � I INSTALL 6" FIRE LINE SAN. SEYY • S=0.02 r i DOUBLE DETECTOR CHECK ASSEMBLY _ - -- W,/ FDC IN 687-WA VAULT WITH Y LINE '.,AT STA O+D_-_ ._. 15"St► _ - l'_-- _,- -._ ._. BILCO d'5AL DOOR CONNECT TO EXISTING SAN. SEWER - ,� STUB W/ 6'X4' REDUCER APPROX, IE I -. (CONTRACTOR " t �+..T # � •.Alt STA "RE U ER _r. __.._ .__..____.....___... __........_._..__. ........._ ..__-_ �, � �. �„CaNNECT TO E7IIStTNC , 1 WA VIM - _ UARTMtOUTFI. 7255 - ---__••-••• - , SLW94-4347 9Un9"192 1,Z OF 70 MAY 2 9 I I I I III MICHORLED � � I II I � � ! I Ilillll IIIII � Illli I I � III � � , I , � IIIII � I � III � I ! III � I I , � � i� 4 ��'k_ �%�-'� MADE IN CHINA IN I . ' � I i � � a.....rw.naw.•„+. ..w f/ I I 7 I _ — w _. L10iS ' J LAMEZ _ . 1 STOP STOP FIELD M AIN RM "a.q i _ .. -- --- 4 I I a I 1 V r I ( I OFFICE MAX d i I I C ��j � I I N Q / VAN r t*j • r p v C - := ul cd lo- ��. - - - - - I I `iCAL=-E- 1 Uma --- —_ _------ —20 2 40 �o 51TE LEGEND \ &D ISSUIE aA*E 4 4.4 4 I 510E-4N.-K. RAND SEE DEn. � .K?B !vQ / SCOPE OF HORK - SEE CIVIL / LAR--)CAPE PLANS 'T QAT \s� LOADIN&DOCK AREA - SEE CIVIL PLANS i;60- $cx-rc -- fi (D TRASH ENCLOSURE - SEE DEn. -- ',9A1'D DpA1NN $v (S HANDICAPPED 516N • STALL - SEE DIM. v A ACESSIBILITY 516N - SEE DEn �- 5AZA 51DEKkK - 5E£ OETL S \� G � SA2 0SMEET o J PIPE BOLLARD - SIT DEM. i MI �DA2 D A- 1 .0 REFERENCE SITE PLAN �cW?o �r ` MAY z 919% MIC RL ED, 11I IEI ISI I I ISI I I ISI ISI ISI I I I1I I 1 � 1 1111 � i Iii i l ill 1 � 1 I I I1I 111 Jill !1 FI1R-I CINiy I MADE IN CNA i IN I i i i 1 hb- 1 C� 1 1 1 { i,. MORTAR GAF' ��- MA50NRY WAl.l.S PAINTW r0 "l'/R ... MATCH AU,j pJUILtyIN6 WALL-S bXbxlb GONG E3L_OGK. 51ROUT ALL 6ELL9 i' VIA r�Ahl f • �'• . i4. 1W*ft hAM f, r'P' ,..�.,, i �T.N PI.AN S F N C i�.IJK� r.CMG+�'TC ►..t 1- PA w Ni zA's cr HIbW, ' M4 VERT 6 32" U.G. [�.v+ M...._..-..... 04 CONT HORIZ LA ASGAPIN6 •. T"P 3 PL_AGES �/ !R'RADIIJS AP?Aa N• + b" X 6" GONCkErr_ GL'R9 .-_- 0 I ON 3 501775 ti Q 6 THICK SLAB OVER •I ll[ 2 OF SAND, MEDI0-1 b •� CONCRETE CURB BROOM FIN15H-5LOPE TO DRAIN 7, I 1. _ O • !/ 1r h 1-4 REBA R CONTINJOU5, TYP 4:oe rwroo . . J Is FTO W/ � _ 04 CONT T45 AIC PAVING 5EE CIVIL I-RASH ENCL. WALL SECTION CURB AT PLANTER PIPE BOLLARD 11 � EXTERIOR F-IN15H SEE EXTERIOR ELEVATIONS BLV6. LINE - RAMP TO GUMP -a ----•--_ 24 GA. G.I. FLA5HIN& CAUED LY LK AND PAINTED 1/4" DEEP CRlOOVEWITH FEDERAL, LY S • t - MORTAR GAP 3/4" o c. , LOCAL CODE5 - MACiUNRY WALLS PAINTEXPOSED ` _ ASD- R JlrATlpNJS. ,.•✓ b, 51DE5 TO MATCH ADJ. BUILDING ! Uj : i_ < _ «4 VERT ® -- � WALLS ,r -�MEDIUM BROOM FINISH - TYP. C) SCRt:ED 32" O G. -- 8XNX1b GONG BLOCK GROUT ALL CELLS cf PER A.D.A REGM)IRC1a ENT5 "�5' p WEEP- -- 04 CONT. HORIZ HEAVY BROOM FINISH i:i6`MAX i TYP 3 PLACES Q Z X 6" CONCRETE: CURB 1 ON 3 51DE5 b" THICK 5L,46,F3 OVER 4 4" Of 5AND, MEDIUM N TODR F''v 5H-SLOPE - --- TO DRAIN 1 I _ h I e _ I 1- - -SLIPIK6 BAR GONG. FTG. W/ 4'-0' _ . # ' CONT. Ti B I _ 1.-0 AIC PAVING / CURB FACE — MIN. OR 5EE PLAN FOR WIDTH _... k - SEE -IVIL 5 r TRASH ENCL. WALL SECTION SIDEWALK/CURB HC-RAMP _ 7 TRASH ENCLOSURE12 SCALE 3GALL': I I/�" ■ I'-O' — —--5G•AiE 4• -0' S 1 .* INHERE DOUBLE FACE 518N OGGUR5, USE GALV. --- �, BOLT5 0 4 GORNLR5 3 GOhG BLOCK FOR WALL iv � v _ F N15H SEE 5EGTION „ Ep ELpq<jyROO. UNDO N� UAL 0,9 r EDERAL STANDARD 5 52. G"1 04 �... . 4X4X1/4 TUBI STEEL SYMBOL t MIN. 3" HIC,•4 LETTERS TO r P05T FILL WITH READ "RESERVED AGGE555LE STATE 4 GONGRE T E. PAINT TO � DISABILITY PERMIT REQUIRED' _-__- - L \ - MATCH TRASH ENCLOSURE IN HIrHAAY WHTE> L REFLEC-ORIZED 515N (5TL • • t FORGELAIN) Al BEADED \ (3) HEAVY DUTY 34WX5"H ;Q �� \ TEXTURE OR EQ SORTED HINGE5 WELDED TO FRAME o TO UN.5TRUT. ADD "VAN G1 CHANNEL, PAINT TO p� Q ! _ \ A;,GE551BLE` SivNAGE AS MATCH ADJ. SURFACE O m �d�n I �' R-(X RED PER SITE PLAN. 3 L2X2X1/4 FRAME AND ► \ 1 1/2" 50, GALV 5%. 5 DIAGONAL EiRAGING, �n Q U!v15TRUT SET IN GONG. 5 _ rr�,q._GGA-7N WELDIFT ALL AROUND -- ��EEVED t BOLTED ) /I od --7 tee' I 1318" CORRUGATED '��-I-=-ASTEEL DECKING, WELDED G,J.OR E.1 Ij TO FRAME, PAINT ALL `Q _ i 51DE5 TO MATCH ADJ. m o -' "� AT INT55RAL COM,PROVIDE SURFACEe GONG. WALK OR AG "AV'6 JOINT Ti4ROUfh1 AND ILLL KT. OF (.IJRb. _- •8" DIA. �� TRASH ENCL. DOOR DETAIL 13 HANDICAPPED SIGN AT STALL 8 SIDEWALK DETAILS -- - SCALE - _ 3 CL SCALE 4' In -O' J PORCELAIN ON 5-EEL `u cc RE:FLEGTORI;'_i D 51 ON, . • C a BOLTED TO U'1157RUT - . . - GALV. Sr UN'STR'JT SET __ _ , • ---'_._--- !G'�G �_A� G.RB N GONG TO. T TROWEL JOINT T l.. NO-r!:: SIGN TO APPEAR A LAC.H I -- ENTRANCE TO OFF 5TREE7 PARKING 3/8 WITH LETTERING NOT LES-5 THAN FIN, 3" IN HEIGHT STATING: GRADE �I "UNAUTHORIZED VEHICLES NOT �- - BITUMINOUS S__.1 c- P15PLAYING D15TINGUISHING , - _ �� FULL DEP'H PLACARDS OR LICENSE PLATE'S aISSUED FOR PHYSICALLY GONG. Gti'RB Grc P15ABLED PER50N5 WILL BE C, -_1) i e _Z__A7• Q I.- AND/OR TOWEED AWAY AT OWNERS 41 C) EXPENSE TOWED VEHICLES cA _ MAY BE RECLAIMED AT_._ ,- OR BY TELEPHONING EXPANSIGN JOINT OR G_ ..�. — m (CONTRACTOR TO COMPLETE N0R0Iti0 8+ D!A WITH INFORMATION FROM 5TORE D RECTGR.) - 0 DISABLED NOTICE SIGNT� . SIDEWALK JOINTSz - - - . SCALE. SCALE, z SEE 51TL- _ FOR e u STANDARD HEIGHT 4 CONDUIT~ D SIZE. SEE LEGEND FOR FINISH, V 1 . HAND HOLE W/GA5KET COVER ]� ALUM. BASE COVER OVER GALV 57EEL - I, - I" X 11 I/2" X 11 I/:" BA5C PL W/ b• f- C.CyGRE"E CAPS. 4-1" X 36" A.B. OVER I"DRYPAGK �,, * SEE GN', DRAY+ W s C I `ssSk uA'F 1001- JOINT Vv 'S/b'-- >+12 COPPER GROUND WIRE , 1/2"K1/2"K �B ,o V ry F_'*PA6WON JOINT r.N15HEP SURFACE _ C �` 1'trJT OATS / _ -- - �� ° .—� o ^anS • � a • 'LOT ---. _ dJ� CONDUIT, S:EE 51TC ELECT. PLANS - --- --------- L•AI+p9GIW!NB NltllaE OGS=-4`; • A.G. PAVING C 6'-0" FOR 5TANDARD HT. EQUAL TO c V �. OR GREATER THAN 30', 6'-0" FOR SHS 1ffLE --` GLR__ 57ANVARD HT. LES THAN 30' 4 - - — GROUNDING WIRE ETT , - 30" DIAMETER GONG, BASE W/4-1*5 VERT BARS d 113 TIES ® 12" O G.(FORMED IN 5EAMLEE55 50NOTUBE AE{OVE GRApIti SA- 2.0 LIGHT STANDARD BASE1O SIDEWALK i�URB 811 •rJ;47 b Bc1P9+� - MAY 2 9199!)' MIC RLED I ' CR_ 21 ;1"% %,01 ',��' ar' � ' " ' � ' fliYi1Z- I �%t- � �ej MADE IN I CHINA IN SERVICE CENTER NOTES P 44!hr% CqA^?Vlt TO W PROP LXP A.0 JNSTA4.,ep jjy OCW$tAL TYPICAL SUSPENDED AILS 4^4;'OIK '0*01P v""'Nift To Ev !k0o,m-7 TO Axjr'Hj-cGy 9*0ft REV90% AW APPR;lf% k- PRIOR to PAEM C_4TION GRID DETI To W fo"4NAKEAW 10& *C"CHMAN AlItCHI IrCl'5, A4 FOR kp"".:.•4h PIRIOR, "ro "AaK,C;. "A ? flArE TO Bt 19 96' A"F`W*4MR 5PRiNff P;VOT C4^'Ar-T M-ARIL SMCIAL�:E:3 /4' '<WN-GO'l6 P�,rpmrsrA;I eV OR "'-`49' SCE Com'AIL 12YA3 600-116-1310 /2 GmAWERED r,:o" t Abyt#4W 3 �ARZ�^kft -J K "VAR ANWinp A$ "VJTfV ( NO "5'!TUTIO45 'Or OF M`00 (X �>V Al5ft%q3t-Y TO 1W MO 0�• #%`T►`i "'1534 Lf":R 06,r,t "-" 'RAIr-k AND POLIK 9135 NYLON EIUT�TON &jiLXS "Zq . J.OR UN15TRIJT ON THREADED RODS .4, TO MATC+q V�Xr,,Re ICI S&IV N6 :)COR FuL_. 5 To of fpc 0 W-35 AT 46" OC I? ot4ff V,RranoN C4^',N-0A 2 a 4 40*-C," C) LOCK:! 'r-1 Ift K AWS0 V 404 NP By 56- PA;Nl -ELi0" Fkblrqw AA.A. DI O,SFI�Al C&81%el FitON, r%^st 45W'nLy TO ME s1235 C-ON615T,No or A' b'O r. PA 62#16 REFLECTOR WITH REMOVA4Xf 'VE RAIL AND *1223 Sign AND BOTTOM 04.^36 wZTA,Ni%m5 c A&W-1 14A%�L%t to rLsow5H AND INSTALL ALL 4rajoRml, -AM" r- 5'&NV^" AND BQA4&,ErS -0 BlE 62516 AND 02302. twv%`116 I-XI)OR mkR-"P%AQZ TO Be A5 ok' -W. TO BE 5TA, BEY )'i-4- qj ik %o , C4T To SIZE 5; p%.RZ PULLTo BE EpCo %Ae__42-1 '�-WOMC PIANO hINOE, RIV X-)Rr W cAfc-HES ' 2,1DOom I To Eye c-co 6542 .,C*ir r xfVlf raAME p, .00w -0 BE. 5-P.%&06-A,35 mNDOA HARD-ARE TO 09 011 FOLLON5, ♦ 50 -ONO RAP?P otAhs�.R -35rE%4 ,k' tr_*_lwS DOOR aijipe A,551�t_�Y To W 03CO 01 WITH 146A4 uPPCq Cio.)ipg opt ANC RMA5 4 TRA,�,P-� 1;r MOP A, 40'0 a I%EAG"co mcc TJ BE Fr" 4Ar,*cr Lcjcg� orR-iooa V, oo, 45-r" '0 BE -RO.AN 2 x 4 5160 D C^FAl_lrY. 4 504INT-1. (D'45 T11401 PER C 45INC, AVAII,,.^� FROM CAF,TOL HARDWARE 2 X 2 FLU0015CMT SHELF DETAIL FIXTURE rti V-6065 1 EPCO ' 1_313-161-20W, C.�AAX IIEN50N -boo-52 SUSPENDED GRID SUPPORT DETAIL OW PI XTVRZ V4 "WIT a AND SAER Com"Xiv ( I-boo-260-2 V? NO 5CALE A'f" rok PoAkAs wxxON T/4' 4-0' CELL CMiLiNo Sesrm -4s7A_ Akc� LICPHT FIXTLRr PER MAKPAGr6ft"S45T%Ler�045 L06%&E NtS 5E AS -A.crA4TLRfP 5'y' mERILLAT -'SPR!NSBRoOK- L�C#HT l(ryp OAK CAS NETS w% r b LI'vEA_ I CE.- 9A6C GABON:' AND 4 LNEAL FELT WALL CABNET WARE HANGER"IP BASE CAj31vZTT(, !W_.' E_` 4 TOP MVCRS AND -ALL CABINET To INCLUDE AD.L-rABL En AjTH AIRE TYPICAL AT S&CLvTS CABINET TOP To 9E L.Am,",,t -1,71-T SU5.-TN51ON LOCATION eA4H CORNER, If z z7z1- - _ _ �_.� <// \ // � --_ -'—_._ _.241ZyZ P1.04- PRAMIE ^55E--D -e r4TIF LIOHTING rl)k-,^E 10-0' ArF FOR 4' 56ASS PANELS. 2 x 2 SYSTEM No X95 24 5/6' X 24 5/0' " SHOP46ASE FRONT FRAME A.IIIV REFL.WTOlt ASSEMBL',' FOR v*;,op END SHOW'ASCS, • CELL STAII,,4.ESS 51tEL 20 6A 50e. 4 rfM,04 FINISH. :_A'NlLfss STEEL Jo ErC44EV CLEAR ANM'ZeV FINIS" 'SIZE 16 CIUSTOM MADE SPECIFY OVERA,-,. LI:40-H AND -4E-lop4T OF ASWNqXy "<N 00--seqlNo. REFLECTED CEILINS, PLAN -IrP SUSPEN51ON LAY`OVT 504 --lePt OA PiN;Sv. cOmP_ETr- AbWlWe COw_jST5 )r %c 26,76 RrrLLr.ToR WITH RE NOTE 1,4HCRI: LIISHI FIXTURE OCCURS AJ=4 FOUR CORNERS L 5A1.E5 FLOOR C4)t MOVIA16LE TEE IRA L MUST BE 5UPPORTw -so, AND NO 223 SiOt AND ISOTTOw 61-AS5 RETANIN&CHANNELS WITH 05 C.;IltATR5UN< TO 13C 044APpry ^_A_c _00ftst MOUN"NIS HOLES ^Pfc%0XIMATV&..Y 2" 0 C 46' F4E C*4T. c 13E e4kApw-_o NOTE 140 2616 REFLECTOR 914 FUK.NISoiE0 FOR T-6 AN:; T-6 SLimLjNr SUSPENDED GRID-LIGHTI.NG OR FLUORESCENT SUSPENDED OPEN GRID SYSTEM LAMPS C40"PLETE AITI- BALLAST .40 REMOTE 40 40*7 BALLAST Box, SNITCH ANC) NO SCA1.12 61 AC4�FSWRTS hLiIt'v FOR 1�49TAL.4_^Tlo%, WITH TFIC EXCEPTION OF! LAMP, NO SCJI,�X_ ITEMS AVAILABLE FROM HUNTER VOU&.A5 a JNESS OTHERw51! SPECIFIED.200 MA occiIH PoeCq SLIMLINE AND/OR HIGH POWER 4 IS PUIIIItNI$H= WITH TYPE lH AIRZAAl' OUTLET LEFT END FRONT VItj,,, it RE"LECTOR '5 5VPPLtEP Air"64' LF-AC)5,ORok�:Ne HIRE AND GREENFIELD 9ZreT&jQi&vfTAiL SEE PA69- F%- PO4K OTHER PORINS PLANS &LASS SIZE DEDUCT 5/ib" FROM O`,ERALL .V To PETER--ONF. GLASS 5iZLt. PVDT)4 AND 4 ** F`AOM OVERALL HEI6oHT OF ASv5EMBOVERHEAD CONDUIT FEED PAINT (a END CAP /92' _W132' TYPICAL FIXILIRES WITH HOLD AWAY FROM EDGE INSTALL SHIM IN END OF SiONA&E It i�IXTURE CONTRACTOR ELECTRONIC DEVICES 0AM-RI&SER TO ELIMINATE ENO L TO SUPPLY LONG BOLTS, FC)"CIR POLE FEED CAP 510NACIE FREE-PLAY -�� n OVERSIZE WASHER AND HEX NUTS FOR ANCHORAGE THRU N FULL 0!it,,�41T 2 x 4" METAL 5HELVES Z_ NO, 1225 VZRTIC,^: R&ll_c!QL tm STAO&AW SITM_ 30 ook f4 BLOCKING. BomBr PLUORE5�,C:NT T16" LONG PLU&MOLD WITH STANLES55TEF 20 A. AC4M 304 IV pe 04 eftsm GLASS RETA:NlWj R HINOE T TUBE OUTLET• 6" 0 C. 504 Type FINISH, GOVEIt II CHANNEL. 5,*1 FPS IV 04 r 0EurA MAY OCCU,;,. SEE FLOOR PLAN. 5ALEZo FLOOR ONL AL. SALES F-_Oollt C4kJAW I SEE FLOOR CENTER PLUOMOLO IN FIX11,40J! TO 19E e4kAPNED GATE OOq PLAN 46, REFLECTOR AND I;kAlL FOR MOUNTINOPLUOWOL.P 5TRIP LIOHT AND JETWEEN HOOD END NV/MrLEr5 AT 6" O.C. DUPLEX OUTL=-'r EACH 5 DE. MAY OCCUR, SEE DISPLAY LIGHT DETAILS 0 GATE DETAIL L ----------- RUNPLEXIBLECONDUIT r-ROM FLOOR PLAN J� ENTRANCE END FITTING ANP 0-0 NO SCALE - I' FEED PLUISMOLP FROM NO 56ALZ A3 BACK IN END CAP USE BOTTOM IL itO IN 2010AI PITTING FOR MINIMUM EXPOSED FLEXIBLE CONDUIT. 5 COVERED K PVC FIN15H SiOE,TC BE: qLM.0,/E_" AFTER INSTA"Anok _OC_ATON OF SEAM AT LEAST VISIBLE AREA fREVtEA FIXTURE FLOOR PL^% PROVIDE INIREMOLP ENTRANCE AOR DETERMINATION.) 6" METAL STUDS END FITTING 0201AI FOR PLUOMOLP 5EAv'TO HAVE I"OVERLAP,FASTEN VV I/&'S.S. POOP R;VETS 12*04. AT TOP lq/4* PLYWOOD A5 FEED FROM CONDUIT PROP USE AND BOTTOM LOCATIONS, AT 24" O.C. RE-QU�QZ-D roq Acr.I:55 #201A2 WHERE CONDUIT PROP DOES AND r-UTVRE iNORK. 7 NOT OCCUR - FEED rROM PLUGMOLD COLUMN ARAPTO BE PITTED T;rjHT A&A!N5T COLUKIN NO SAPS,o*4.Cw 4CLUM!S SEAM) MATC#q EXTE�4101% I CIRCUIT. FRAM), HEISIFIT 3 5/6" METAL 5-,)C)5 _l - -_ WRAP To BE FILLED W CONCRETE, FINISH Top AT 24" OC. LOW FIXTURE SECTION LOW END CAP ELEVATION HIGH END CAP ELEVATION BOTTOM Or WRAP TO BE CAULKED A/ 100% II:,.RE CLEAR 5_, ,'l0'4 5EA6-ANT- (TOP ALIKE IF 4==; AL-I EXPOSED EDGES TO BE FILED SMOOTH, 51b" DRYWALL SCALE: 5/4" -0' SGALEI TO PCCK,PAINT ALL. SCALL 5/4' ■a N 2TZ ( TYPICAL AT ALL ALL 5-A NLESS STEEL AVAI�ASLE FROM M-ARC, SPEC IALTIES INTERIOR AAL-5, 5 SIDES ) P�40V-� -b0O--M6-"'7O LL 10 VIVE 56" A u," TO OBTAIN CAE31NETRr' GLJOTE5 FROM THE FOLLOWING APPROVED '/ENDOR5; fin PAINT (8 qo 1. STANDARD rI5FLA--r AND MFG. r-,C INr,. (.21b)-7-71-.2.44-7 METAL ACZL55 P-�NC� Y41LLIAMS BROTHERS 41- PIXL90 1,14' 2. E31LLCC PRODUCTS INC C3 CORP. WP-BG 36 56 & c ASS Al ABOVE,�NTRY I.;IOOqS. COLUMN WRAP DETAILS Flo AND 51PE5 PAINT NO SC._j�Lr: _c c c ALUMINUM FRAMING u TO MATCH 5TORErRONT < ► L drEl: NOTE VEST RULE SIDE WALLS TO BE FULL HEIGHT OLA55. -0 lkwr WALL ASAINST SERVirF 12' DEEP WHITE CENTER TO BE 42" HIGH LAMINATE SHELVES I LAM (I) PARTITION W/OLA515 ON ADJUSTABLE ABOVE. BRACKETS, AT 4&' 06 ON HALL MOUNTED VESTIBULE SCRYICZ (.',F_NTE-Rl 2--b- 2'-b"- STANDARDS POWER ROLE MA,!, 2-311 LAM (C) OVEK 'CAPITOL' STEPPED 06rUR, EXTEND RECE59ED AREA 5/4" PART, BOARD ALUM. FRONT PLATFORM INTO CABINIE'r, Rtr-ER ALLOW FOR FOR REGISTER. co FIELD DRILL TO FLOOR PLAN CONDUIT FErm (24" A. X 21" P w%4O%Er. - CORD HOL E SLE PLAN. co BLACK r"LA-11- )":a'EMBLY Ov 3'-0*AT L. DOCK C', LIGHT FIXTURE. -6' ATG ROOM 4b w TRIM. TYPICAL 2' _u OF 4 !FIELD Y_ + " F VERIFY LOCATIONS) 1/4" TEMPEREDLAM J3) TOP LAI-14 TOP AND 4 a. BUMPER RAIL, OLASS. 51A" DOORS (YV LOCKS) 1 742- AFF -0 c up BOSTON BUMPER -4 1 ElO7TO%l OF . /� f 1/2 ------ BUILD Up rRom 5/6,, STOCK V, 7r LAM @ D) 11 MATERIAL MAXIMUM DOOR Ov`LET SERIES 50 �rACE AND TOP. LAM C �/4-- r co-ow, 9A.-ACK. LAM SLIDING DOORS HIDTH TO BE 24" (TYP.) 13UMPER RA L. (LOADING >: N/LOCKS, VINYL INSERT I I SEE NOTI-?l ON '71AS. IDOGK ALUM. CHANN6L ON INSIDE (BUILD UP FROM NO-El R-30 VINYL END CAP K� n 5/3" STOCK In OOOR15) BEL004 04HER-E API-'LICABLIE LAM CA) OVER 3,*' PART. ALLOA roR LAM (�D LES, ATSn ,ORN'q 130ARO EACH SIDE OF CONDUIT FL,,P MATrRIA, AD TA Lrz REOISTER TO BE SAIN& T�PL C-50 VINYL r In AITH "ARDINARE AS W O.C., AS REGLIAZP 51 CAP J,14t4E 9 5/6" METAL STUDS AT ALLOW FOR .5 2 APoLiCABLE! 24" O.G. STORAGE INSIDE PHONE! I-bOO-225-i635 LAM (13 CC IVINYL BASE 114HI-E r-INISH AT INTERIOR (TYP.) 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CON'ACT JCRF:Y COSTA. 1600) '►"'6-1310 -- GABLE rZ i GA!3LC 06 I MOUNTXD 30" :wLEP ,.^M:NATEv C-MN?EKTOP MO Il AT '2'-7" A.FF m1k OJ''_ETS MOIM*L�p 6 AT 3-6" ArF ATS-b' TO BOTTO►4 SEE DETAIL VAS. _ - - FZEGE;I\/IN6 �� LAMINATED SHELVES, 5CE DETAIL I/AS I VINYL TILE M AND VIM/LTILE 4TH SAL CmCCKj!R5QARD E AS REAT -ERy A' 45 :JCC'l ANSLE --- -� Ill l h IN ONE DIRECTION, ( '\ EXPoSCD GOA JMN PAINT SY W;TN 4p" SZ�I SS 5'CC:. DASE WE / \2J DETA� O/A3,(TYPICAL FOR ALL SAI AREA GO�tA�NS. 'r'r:C57 '+G'E7 O'"►ilJIMI►XJ R � O:-0. — 10'-0" / GAt:LE 01 / BOL,ARD POST, 40' HI&I x 5" D,AMETER 5T n."wFS3 STEEL, 04 FIN,SH TE+! WITH MOM I CONDUIT TO \ mOUINT BASE PLATE, ANCHORS AND POLYETHYLENE SAFETY YELLOE TOP CAI" W.,L6r'Z.^ -GABLE N3 ON BOX • 10'-b" A r-ROM -LNCTION (GONG. FILL AFTER INSTALL) AVAILABLE FROM M-AQC 5PEGIA:. t5, 'NG. (l.�Cii '7 ib-1f/C1. 16 10 s 3'-O" AFF (' !� - METAI. TRANSITION STRIP i B` 6'-0' BASE CABINET WITH SINK AND WALL CABINET ABOVE, SEE NOTES ON 5HMT Al X7LOUNGE �S ROD AND SHELF, VINYL COATED METAL h IA ® �" r •g 12� CMPLOYEE LOCKERS SEE PEGIFIGATIONS ON SHEET AS ` A AT &".p F 1 - t i JANITOR'S 5iNK WITH FRp PANELS TO 4D' AF'F A� TSL' $IDES. TWO 12' DEQ SMt`l.V'� •[� C71, ABOVE Aho MOP HOLDER. MA l GABLE �p BARRIER-FREE 01-LEVEL WAT:'R COOLER MODEL ORT-ESR BY MAj.SEt TAYLOR. • T-- O IZ'-D" LONC; x 3'-0' MEP LAMINATED COUNTER MOUNTED AT 3-0' AFP WITH OUTLET) �4 MOUNTED AT .s'-b" AFF TO BOTTOM,SEF DETAIL VAS, Q 1 GASH I Moul V WAREHO"'SE STCRA&E ROOM, SEE SPEGIFIGATION5 ON Srx�t�T AS � � AT iD" ArF r I I 31 24" DEEP x 3/4" 5HELVES, SIMILAR TO r1AIIZE"Ov5c 5'0111 « RiO•-5 SEE 5P._GIFIGATIOMS I lA `,r /\ ON SHEET AS. \* w Ba DOCK PADS AND BUMPER, SEE BUIL71hfi SHED. DRAWING'S. Q' JAJ b' x D' DOCK LEVELER, SEE BUILD�N6 SHELL DRAWINGS. S / M C34� TRUCK LEVEL REGEIVIN5 AREA,(46' BELOW FINISH FLOOR),MAXIMI/M SLOPE TO LSE&K 5TQRll 5/4" THICK 46" HIGH FIRE RATED PLYWOOD MOUNTED TO DRYWALL. IS ('K6) OFFICE MAX SISNAl NO --CRMOSTAT_ UR FIRE PANEL'S,ETC, (3_1, CARPET - "OFPIGE MAX BLUE* - TO BE PURCHASED PROM B 0 V DISTRIBil (216) 524-0150 - OG. TO PROTECT CARPET WITH b MM V15GUEEN PLAST;C DURING CONSTRUCTION AND PRIOR TO OFFICE MAX FIXTURING. VINYL TRANSITION STRIP AT ALL EDGES(TYPICAL) C�J - JOHN50NITE GTA-:cx-A,COLOR - AND50111t BLUE (HOG) 0,4'-644 PARTIAL FLOOR PLAN __ 7 REGISTER CABLE DIAGRAM 6 UNISYS CABLE DIAGRAM s SCALE: 1/8"= 1'_ox A4 SCALE: pie" a 1'•-0" A4 SCALE: �i8° = 1'—oI' A so 'SEE CODED NOTES ON THIS SHEET "REFER TO ELECT. DWtSS. PREFER TO ELECT. DWC-5. i 4 C = C d G. 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ODEL , 8'-O' � 8-O 'NSU' ATC- ^ STCE� ;BA.CR 5':r 'c' ' -.^ :% w 6-"�'.h t 12 -moi I••I AND 'T W r�J� `' -•t+CR,•''G�Ah I!6p ^.CJLG-EC FRCN4 CGN-RACT A!✓.^r:NT SENCRAL CONTRACTOR S -G /ERIrY WE;6-5 4 500 _65> \ O'/ERr1CAD DGOR, GTR A/.hA►� I2Iblb'+a-�G 4 � v�cA►�!= N MENS C'V5 AND FIL"-L7 GOr.;D1TION5 -WITH THE DRAWINGS N ... OAR' ;,�. AR GCI. I'vb5 PIE bH'^S GVERA..,. WALL DIMENS ONS, CONDI'ON �> .4-0' X 4-0' rIxED ✓IEW HGLLOW METAL K T ✓t,rsRr,.C�`•�» STCRAC�E; R001�5 i Jr -» _.N6,5 GAPAC,TY Or ELEG"R'GA,_ SYSTEM FOR NEW -.164+ k,,S _AY- WI�.DOW MOUNTED AT 36 Art- -- " O,)TVE*; SC'NrR-\ GONTRAC'OR S TO RrPORT !MMED;ATE�` •+C I.AC�LC 5T0RASC R.�O'�-. TO 5E G-A N ._.\h O'✓ER 2 x 4 NON- a+_E_ a ATL' 4''. DAC.K OF -AMO 4'. ARGo- TEZ' ANY ;,ARiANCCS OR r C_D GOND'TION5 THAT MAY CA."S� c,.7'"!B'.�` BLC W^UDS A- t G C WIT'• GHa \ _.INI� TOP O/ER 2 x b GO►w'R:; ' O'+ PRCQ,_"_ PR,OR TO COMMCNGINS W0R►�. NGN-.�CMB 3T:D5 AT 16 C : 4-0 Ar r DOCR TC BE 3'-O' x b -8' EG.-'C - _'Jkt. ✓'.00D POOR N AOOC rRAvC Ih TH I PA;R 6,rT HINGES AND &CW*CRA_ GGN"RAGTOR 5 TO &.;ARANTCE ALL WCII hGLUD Nb rvOR•- 5-, - r T c:rT H T Z T1 �✓'-G' ?� 6'-8 SOLID GOR`•. 3, al STANDARD NSTA._- GRA✓T,0 _, CRFROCM �OG'� - EAC.- ROOM 0 HA /E i 4i - 4 DEEP 3,4' PAR GLE Ce) WOOD'DOOR. WOOD I ..I• W/A-049,-L .x.4„1 SON-RAGTOR5 WOR A PL°RIOD 0r ONE (!) YFAF. COMMEND NG ✓V`� 'HE BOAR" r5-EL/E5 O'V -C-k i" Dv'" ADJ'J5TA@LE f3RAr III 6 ANDAF`D5 TO BE --- _. --- A� y��Tlf " .^.AIL-' Or TCTA.- GOMR-ET,ON MUNC04 X15-) OF TME WOR+.. r A Pr r,�- j_C'S AT 2 0S-.) AT 45" O.G., O /ER kORIZONTAL I X 4 ('URRING �,----------- AGc�O ASqTNN 'rRIGiMC�I� " A" -. C r iCR „A- 5 7 ORA r- ROOM A" r'RO\' OFrIGES TO HAVE (5) 2 oP /(4) ,16' A_.., ",k-CR A-5 5PEGIF'ED ARE "G BE 1WSTALLED .N AGGGRD W '� DEEP a,4 aAR"'G..0 BOAri.� SHE_ .2E1I s•+M .�RLOuI�A na,►�,t*A�,*URER'S N;3TRLGT'ON5 ANC 5PEGIFIGATION5. GENERA- -.o GA- ;ON-RA;-0R .5 TO GONSTRdJG- "RO.JEGT IN ACCORD A'7" THC DOG,"^.rNT�, r.-wus+LOYEC ..OGI:ERS ti TE 'rr'ArT DOORS A'/AILABLE FROM M-ARG SPECIALTIES, 1-600-776--3;0 I A ANY :,E A7iON I`ROM T� INT?:NT Or -.+E "",OCLMENT5 ^IT«+0u- ARCH TE.L _ ..- - _ _ . - JAMB/HEAD DETAIL AT DOOR _#2 -, KEYING 5CHLOULE - m ASC+A. AR,- AT Tr+E (,OvTRAGTOR$. OYW R SIt REP.B_''G r'3UAL LCG�CRS -7 LD:,-.CR5 "ER STORE ,I GROUP OF` 4, r+ARL7rNARE (Ai.� FINISHES U5 ..6D• --__ ._--.- --__-...__.._ .._ _ ._ - _ _ __..___ _ _.. _ AN✓ GROUP OF 5, VZC -0 BE: � 5' x 2 --- b ++IGH BOX LOG!xERSi. - --_._ ✓'„ �.. I r IKEY M - MANAGER'S Jrr, GC � ENTRY I /'5UA.. DOORS. CO..OR TO BE BIE&E r.AT ►:C' t-OGM,5. NUMBER PLATES 01-042 ,n;-,� P R M HOL:HE-:R OLD - 2 DROP ARM HOLDER KEYS- M t A GA5H OFF GC FSE rULLY A:5.`'iTYD_CD AND aZCOZED 10 WALL A5 REQUIRED. DY G.G. -, c aT C-e r• I KEY5 'w'' a B - FRONT 5TORA6C ROOM 6 METAL- STUD ANL.. BB LINE) 3 ! 1 � PAR BUT'« HINGES �� .- _G•G'.CRS TO HA✓E BASE AND 5-OpED TOP. SC. TO PURCHASE LOCKERS- FROM Kt-Y M - WARErOy'SC 5-0R ROOM5 TO DECK A"0-A--OMEGA 5-C.. / NG, -600-222-8546, .,IM OR BRAD. 4 G_OSCR (LGN SUPER GO HE) L_ ? P• M T _ I 5. PA\IG HARDWARE ' ,'ON DLR!\ SERIES qq). -" OFFICE -\X, EiD_N'A R_'�+.-5 T M s MASTER KEY- (5 _ _ _ b. LOG►�5E 5 (SGH�AGE D 8S- RD RHO 626, REFER TO LOCK SCHEDULE). x b NDN ..•� A a 5U� ICY----- (2 �E"S) BLOGKIN& AT .;AMB l 01PFIGE MAX WILL SUPPLY AND IN5TAL_ `41C FOLLOWING __- rA SECURITY ALARM (++ONCYthrLL LOCA_ DOOR ANNUNCIATION SECURITY B = 5U5 -X'I'----- (5 KEYS) ATP HEAD ""ALE AND FC"'A,-C `G -CT ROOMS TO BE PROVIDED, IN ACCORDANCE ALARM, SCE 5EG'URITy SYSTEM NOTE, SHEET Ab). ONION S IN'ERIOR AND EXTERIOR SIGNAGE W''H ALL GO✓C5 HA/ NIS JuR,5PICTION, INCLUDING ADA. AL.i- a. STOREROOM _OCK9>ET. 2. D SPLAY F X'%RE5 AND CASH RE&;STER COUNTERS ACCESSORIES 'TOI..C" 0APCR MOLDER, SURFACE= MOUNTED 18" X 30 10. 8" x 8 5"N5, i ) TOTAL A5 FOLLOWS "TOILET ROOMS'. "iNOMEN' AND "MEN" Al-'H 3 ALL L.,bHTIN& AND PLJbMOLD IN DISPLAY FIxTURE5 M RrZOR W'-µ 4" SHCLr PAPER TOWEL D15PENSER (6" G-FOLD) AND RA15W LETTERS, BRAILLE SY'r'BCL OR AGGE551BILI Y AND PIGTOISRAMS, MOON- JAMB DETAIL AT DOOR 02 2 L GH' O /CR y� RROR -ROI/IDE GRAB BARS AND HANDICAP FIXTURES AT 60" AFf- -0 CENTER-LINE PER. A.D A. RCOUIREMEN-5. M*eA4 AND METAL STVC TO MEET ALL ADA QEOVREMENTS. II STAINLESS STEEL -,!CKPI.ATE5 AT &.OUNCE AND RESTROOMS. NO SCALE --- - - - � (06 12. PADLOC'-- HASP /5CHLA6E -L - 4001). WA:,,L5 TO BE FRAMED OUT WITH 2C SAvGE 3-5/8' META- 5'LD5 AT _ � 1� �-- 3. CYLINDER LOC�5 TO B" �GNLAGE 20 061 626 MCR--CE: GY�INDCR 3 :A O.G., A5 SHOWN ON DRAWINGS �-� ��,/� \� ��\_._ 14. ' 24" x IO' _OUVER (RESTROOM! DOORS ONLY/ �s 2. A..,. WOOD USED FOR BLOGKIN6 CR rURR,NG TO BE FIRE RETARDANT ��-- --" A_ '"'AALLMBUST!BLE'. ; ROOM FINISH SCHEDULE 4+a S. Ate_ DR"WALL 1570 BE TAPED, TF•#REE GOAT SPACKLE, AND SANDED Tr+RE5H0�� •_.__.,� —'�'' THRESHOLD r'R,OR -O PAINT Nb. ALL CORNERS AND ED6E5 TO HAVE METAL -« • F r T4 ROG"�' V't•'�n_`7 r�r70R�; EIA:"� CEILING BEADS BEDDED AND SANDED OR IN15H VISIBLE .101N15 WILD. NOT BE ACCEPTABLE. -- , -- - --- �� _-� w.>r.�,.�n.��_- �.�..�.., r. ,..•.,.�.�..� � ALL EX;STI\6 PARTITIONS TO BE PATCHED AS REQUIRED. FIELD --T� GLA55 N AL�M'NiJ / ."L FJASC AT DFZY JI:STIBULC NINATE PART TIOW PAINT W Ir^ SEC SECTION 6/A,3 I r 5. A...- EXP05ED CORNERS .AND DRYWALL PARTITIONS IN CORK .,OR" —-- - AREAS Cr WAREHOU5E TO BE PROTECTED WITH 3/4" FIRE RATED I t`�+r ( DRYWALL MASONRY, DOGR� - ^ IN`- P' YWOOD TO 48"AFF. I �) - I /1\YL LLE 1 t �, BASE EXPOSED 5/T,_�R�UGTURE � ' I �^' SALES ARE A AND TRIM PAINT. (SEE A-'; SEE NOTE 01 PAINT ALL 0^ w 6 ALL EXPOSED DRl'WA;.,_ CORNERS IN SALES AREA TO BE PRO-ECTED j crl / Jr �� PAINT DOORS _ WITH 44" STAINLE55 STEEL CORNER GUARDS MOUNTED 4" AFF. 1 AVAiLAi9LE FROM M-ARG SPECIALTIES, b00-'iib-13-►0 I MANAGER STORAGE DRYWAL", D OR5 AND I / '�YL TILE 2 I AN`L B►kSE 2 X 4 ACOUSTICAL + i - �� TILE, SEE . ''`•' \ 1 ROOM � GASH ROOD'; TRIM PAINT W • CORRIDOR I PLAN F•D ____ D RESTROOM / DRYWALL, VWRS AND ✓INYL TILE 2 V;N"r BASE AG0;,5T:GAL TILE, ` VCvr 24" X 48' ACOUSTICAL TILE CEILINGS TO BE ARvSTRONG MINA I --"-"` �� OUN&E TRIM PAINT W - DRYWA_6. PAINT 50 ARD CLASS G LAY-IN TILE IN MATCH!N& 5RD (^,-'TIE) OR I �� -~ I - ! EQU.AI. Q of CCRAM!G TILE .N - GERAI•AIC • LE IN ` XALON 5.,50ENDEO &RID SYSTEM WITH RAPID HANGER 5'eSTEM nj /y\ �- I 4E5TR00M5 RCSTR-OOr'S - - �a•.•• \r AILABi_E FROM HUNTER DOUGLAS ;800) 366-432-7. GRID SIZE TO I I _ _ _ -- - -` -" BE 24 3'8' X 24 3/8" IN (9-055 RED DOLOR. LIGHT F,XTURE F"�� - /� WAREHOUSE DRYWA / MASONRY EXPOSED CONCRETE /IN` BASE AT EXPOSED STRtJGTURE FRAME (BY MAN'UFA„TURER) TO BE PROVIDED AT EAG” 2 X Z LIGHT ` I �✓ 3 PAINT W SEAL. ,-' DR`r/VALL PARTI�IG'N5 FIXTURE. REFER TO DETAILS, 5�EE' A3. AL1- ORDERS SHOULD B.'- r o cr_ +C T r C R.EFERENGED A5 AN "OFFICE MAX" PROJEG- WHEN REQuEST'Nb DRYvytA MASONRY, x G_�D GONG'�E .., / '�� .- BASE A XP05_D STRUCTURE -RICIN& AND ORDERIN6 FROM 1+JNTER DOUGLAS. ;-- r-1- - - - I ' 'G•. oA:N" W 'SEA._ Drc`✓t PART'r'ON5 i V -AINTIN6 I 11 ~ Jc I. 51(vNAL3 38''I tNG'C -.• VT SCHEDULE TO BE A5 7-C-LOWS: 1 U �,•� T t ..A._ 5 AREA r-00R T,-. 1 I. c4NTRAGTOR TO CONFIRM 5U1 ABILITY OF ALL WALLS TO RECEIVE Lfl TARK _Tr 2. BA5!GS 3552 5 ' r + PAINT IN A FIRST CLASS MANNER. REPAIR DR REPLACEMENT OFA '�- 3 5 ONAL� 38"71 SAFE---- LE 8C :' NYL TILE AkO 2 `!. =X-ER OR WDRI� �- ^-! j !DOOR FINISH DUE TO INSTALLATION OVER. AN UNSUITABLE 5URFAGC I ✓ y• �/ _ I� . BASE 4 BLACk, W TH CO/E EDGE IN r.•-CGKERBOARD A. r-ERROU5 META.;._ (5-OP PRIMED) I THE PAINTING GONTRAGTOR'S RESPONSIBILITY, �- -'k-- PAT-CRti, SE_ SHr. A- I 5PO- PR vE A5 NEEDED rNITH IRONCLAD QUICK DRY 5 - 7 -- A x845 SPEGTR,,M (RED) x 2. ALL SIiRFACES TO BE PRIMED PER MANUFACTURERS REC•OMMENDAT ONS G�a,wlc TILE "O 4D" AFF L-- WARR CLOSET SCAT -r *p SUITABLE AND COMPATIBLE WITH SURFACE .AND FINISH SPECIFIED • eCT WALL$ --f I HE'&HT• 16" AFr �\ ;FORMICA) B 0522 :SILK bRAPHIX 'B'-UE) RUST IN B /E PRIMER ( 16C �'•ID" 14° a'-10" _ s. TW(> (: r N'S-I GOATS IRONCLAD QUICK DRY iNDU5TRt1AL ENAMEL, f0'11). • 3 ALL MATERIAL AND WORKMANSHIP SHALL PRODUCE A FIRST CLASS ___ ..._.._________ �_-�_ -_--..,.._ _. - G Mabl r-Ou (GREY, INSTALLATION OF UNIFORM QUALITY, ...Iii B. METAL ( �^1PR1'�CD , _�� , _Zo'-10" -___,-______ _ GONCRET� SEALED GONCRE7C FLOOR SU ARDI AN CHEMIC 4.. + 4 ALL PAINT SURFACES TO RECEIVE TWO (2) GOATS OF ALKYD BASE � """ "- ''`' ,, r ., ONE ''' PR"r/E GOAT ,RONGLAD OUIGK DRY RL"3T INHIBITI✓E pRIN7EIQ ( Iba ) t ; SE ALA\T GOMPAN G�.�AR BON.. SEALANT. INSTALL A" 40c.7 PAINT, NOTE: PAINTED SURFACE TO BE SMOOTH ROLLED OR BRU9�+ED WITH NO SKIPS, LAPS, OR S T REAKS. SEE COLOR SCHEDULE �_.�^\' E+QUARE FEET,6AL�ON AT POUR AND 'N5TAL� SE:ONC 2 TWO i2) F N'SH GOATS IRONCLAD RE VO R;15T INHIBIT'VE PAINT ( i69 ) ----- GOAT AT 500 5QUARC rEET/GALLON PRIOR TO 2, N7ER10R WORD FOR MANUFACTURER'S DE516NATION5. �: r " / \TURNO�LE.6_��OF'FIG'� MAX r bJ�1RJI.AN ,404) 81A-bq:: ENLARGED-y.- RESTROOM PLAN CERA*! G Ti, E AMERICAN OLE ANG �'�� A bONEuM CRYWAWL • �� • — -- — - '- - - - - - '---- -I'" EM1°IRE GRAY 2 x 2 ' C,ROJ`\ 1 ONE ' ) pRlti'E GOAT �OORGRA�' ✓INYL LA?'Ex PRIMER SEALER ;�3 ) m i- - 1'-0" -O BE UPGO HYDROMEN DELOREAN GRAY BA5E -O BE 2 TWO '2) F''`5+- GOATS SATIN IMPERVO (255 � w 6 TIDE WITH Bt!L'-NOSE. ( +" COVE AT BASE A/ (2) 2" TILE B. :.00RS AND P RAME5 c� ✓INYL TILE AND 13ASE ' AVATORY AGGES50RZ5 v. _ "N:; B.,-LNC15C CAP ONE (1) 1DR„SIE GOAT MOORGRArT ALKYD ENAMEL UNDERBODY (264 ) • VINYL TILE TO BE AS MANUFACTURED BY TARKETT, INC. IN VAILS ALL ITEMS BY 130BR CK AND TO MOUNTED AT MANUFACTURERS RECOMMENDED -WO (2) FIN'Sr GOATS IRONG_AD QUICK DRY 'N17U5?RIAL ENAMEL (O-'!) H S JI &ATE, NY. OFFICE MAX 15 A TARKETT NATIONAL ACCOUNT AND ALL G rCRROU5 METAL ,EXPOSED STR<,-I;RAL STEEL., CONDUIT :•PR,NKLER -INE5, DJGTWORK HEIGHTS. (UNLESS S-EG IFIG,ALLY NOTED BELOV'U PAINT SCHEDULE BENJAMIN MOORS FRG DUG” >r - ORDERS SHOULD BE REFERENCED A5 AN "OFFICE MAX' PROJECT WHEN 1 ONE ? oQ NE :SCAT IRONCLAD u�U!GK DR"' RUST INHIBITIVE PRIMER ( !69 REOUESTIN& PRIGIN& AND ORDERING THRU D15TRIBU'TORS. -�_w=_ _�_��-- =,x .w• M!QROR (O /EfL 51NK). T/YC 12. r-11, S- GOATS 1RGNGLAD SWEEP-UP A1R1.E55 SARA" 2. ALL CONCRETE SUB-FLOORS TO BE OF SMOOTH AND UNIFORM I-IN15H B-Ebb-1830, MOUNT AT 3'-4 AFF, SATIN-r-,- ',172i s WI H EDGES PLOATEL� TO ENSURE FIRST CLASS VGT INSTALLATION. -APER TOWEL DISPENSER B-262, MOUNT AT 38' Ar--F W N P IRONCLAD 5WL:P-LJp A!RL:S`J - ._-HYD F -, 3H-EGGSHELL. I o- #_ TQ P 3. /INY." BASE TO BE 4,LCC/ED (BLACK). 3 TOILE" PAPER D! PENSER 8-288, MOUNT AT 2A' AFF AND 2'-6" SPRAY ALKYD F'NISH- D CONCRETE MASONRY UN,tS O O R 4. GLEAN FLOOR AND APPLY PRC•TEGTrvT ACRYLIC FLOOR FINISH PRIOR r•ROM REAR WALL E6&5HELL (348) : '' 55, MOUNT AT 44" Ar-'F -- --- -- ---_.... ONE .l) COAT '•'CORGRAFT SATE\-F TO OFFICE WAx FIXTURE 5ET Uf', 4 50. 1 DISPENSER B-I IRONS-_AD QUICK DRY (T o r F r_ - 5. ONE PULL BOX OF EACH COLOR TILE TO BC LEFT AT THE STORE WHEN 5 GRAB BAR 36" LONG AT BACK WALL, HOLD b AWAY R SAFrTY RED 00'' 'C OBE AP L'-D OLLOW:NG ;.ABEL D REGIONS OR 'HE APPROPRIATE 51/B5^RAT x (� PUNC•4.15T WORK 15 Cc'M-LETED. rROM CORNER MOUNT AT 35 Ar-F INDUSTRIAL ENAMEL— 42 LONG A- SIDE WALLS HOLD 12" AoSAY IRONG.AD QUICK DRY ' >< '. rROM CORNER MOUNT AT 35' AFF (SB, AFE"`r BLAGti 0071-02 INDUSTRIA,. ENAMEL � t� Y (5Y� SAFETY YELLGW *Orl-!5 IRONCLAD QUICK DRY �C TOILET COMPARTMENTS (WHEN REQUIRED) TO BE 5 rLUSH-METAL INDUSTRIAL ENAMEL II A` TYPt-FLUSHITE (IN/ OVERHEAD BRACING). FINISH TO BE BAKED - ' ` ENAMEL. WONrN'S COLOR 054 Rp5C, MEN'S COLOR 01Q 5!-,Y BLUE. �f?) BLUE 0'1 0 EGGSHELL ENAMEL to ` i -HONE: (118)'184-3380. NMI TA GPM& 00 *qTT NO t.• w• 1v� ,.i.N � - , Y "�1' �a. $';'•.ti,,' �~(, "�.� :"x -'fit F`�. +Zr , + f P TIA''-��'1 , n • S . QENERAL NOTES AND DOOR & FI�VIS1'`!, DARYMOUTH 7255 I , tt MAY 2 91,995 NUCHORLMED III1I1� Iljlll Ijlllljlii~ 11111 111111 I Ijlll IIIiI Ijlll Illllj ! 1 lllll� 1111111 '. I FlAF7t- GLAAS 1 MADE IN I �IiINA IN I VI. PP_ 0 To rASTrN Ito. 3eKebN 14� 5,LrEve nu_,5 I ��MTOA-PeTot DTHRZETI"JACCATIONS HAN&LR ivgC ej*L'&V AS PLR MANUFACT'vRLAri otrZ6mr_MPAT,ON5) UP TO t<R JN15MwT SPANNINO Mrk�C.Uhi WrTOM C"CIIIIIII73 01" ROOF BAR JO'5`5 BY or-, lo4MAr,0 I ROL MY OT�CIRSJ FOIN15 $clsm KALL ft^lt T, 4 I. Y-1 PRIN R5 L3 INAX 0 NO 56PPORT SY5TZM — NUPW ON TWS 54PE46'0 Al%t44WT- 14 DOLTS OF' TRUSS SPLICE JOINT 61 LINE OF CADL.E( Y 0 Brk9ftW (by arl4mm W`_ 1 , AA" (.� Ab ImAkr,TOY APPLIED NXEVI!R. CA; WALL PLATE DETAIL WbFTUSiON nKArKzr /, - ft., A949MMY Sbok NO Sr.ALZ of C*41 4z WAX TYP OF THOLL L-Nr x __m- _ *EUIIRFNSION HOOK A/ /V-, I XW- SU5n, 14510N 5RACKET *:ILNOTES ITEMS PROVIDED BY *REV TlJ13E-TRlJS5 rRLw ' __5 2' 4'HOOP "4.PLA'M 5 MFR. THAT cp r, 'ri-EN 1?4L%TABLOCK.ING 2, IRI-Tuae (SY orrem5) lqu"Sle$Ttm lr*TRUSS END CAM TUBE TRUSS DETAIL " 'GAL OF 5 TUBE TRUSS ELEVATION NOT TC SCALE TRU1515 MANUFACTURER: NO%ALI! CJ570NI ARCHIT"CTURA- SECTION o ELECTRONICS FHONE: !-800-143-0635 NO S'-'A-E: 2 -0' x Z-O' SCREENED 24" HIGH x I" THICK FOAM 1:2" HIGH BLACK VINYL 12" HIGH x I" THICK FOAM LETTERS i..000 ON 1/16" BOARD, LETTERS WITH WHITE FACES LETTERS ON WALL, WITH BLACK FACES AND RED BY OFFICE MAX AND REP RETURNS, BY OFFICE MAX BY OFFICE MAX RETURNS, BY OFFICE YiA;,' DASHED LINE INDICA-E5 DA514ECI LINE N0,CATE52' HIGH x I' THICK FOAM OF 510NA6E / BOTTOM Tor ^.)f 510NAOE / BOT-CM PAINT U5 OF LIr5HT FIXTURE5 0' ;PHT FIX TUR:-:5 LINE, RED ALL Soill;WACES, 7 14'-0" AFF14 AFP BYOr-F!,e',E MAX, -i \\%- tVAr OCCIL;R A7 c. 3 _Tffa_nk you for shopping at BRIEFCASES -VERIFY IN F!ELP) OfficeMax ACCESSORIES -__ _ OUST --_MER SERVICE r ..... ...... CHECK5TAND .ccSzM FRONT WALL ELEVATIONd. VARIES A/ :)E0< HEIGHT NO SCALE 2'-0" x 2'-C" 5CREENEP 3'-0" x 52'-0" BLACK 'L' SHAPED CHANNEL VARIE5 V41 DECK HEIGHTWITH 24" HIGH x 2" THICK FOAM LETTERS LOGO ON 1116" BOARD is BY OFF-ICE MAX, CENTER EQUAL WITH AH17E- IACE5 AND RED RETURNS. EQUAL ON AISLES (L rj:Lr% HE10-7 DASHED LINE INDICATES DASHED LINE IND,CATES 3'-6 130TTOM AFr-OF LI0HT rixTuRr-s PAINT 14 BOTT-0"OM OF Lj(5HT FIXTURES 14'-0" v AFF c'ENTERorr-icc -'A,%, LOC-05 BETKEEN LAr'NA-E d� j . 60 '_ -_ �t �_ u n. -J C.OPY -& PRINT_ C ENTEI_R 1� 6" x 4" x 3/4' -A" TRIM BY 5,C v FIELD LAM FAGS AFTER INS-ALLA7:C'-' Be PAINT O --`� _v/ PAINT (V)� %r AS. CONTRACTOR, CONGEA- FASTENERSr. CN q: 00 Ln x BLACK ON YELLOW PRINTEr;)- SERVICE 5ION5 BY CF-FICZ MAX _ ^n I _ _ ___ _ — �- _ V PRINT CENTER COUNTER (5flOAN C,--)TTF-D) ci&,, HIGH mXT.)R[.S C, CidR, a: SEE FLOOR PLAN FOR DII,4LN5IONS AND 50-4= A3, :�ETAI&_5 SUSPENDED TUBETRU55 (RED), Tr'r. SEE FlXTLAE PLAN, SHEET F�, 'OR Z�ETAI,_5 SEE LOCATION ON CEILING AND 13LAC< 'AN-L r3A-Z.Z. w " u DETAILS` TH15 SHEET REAR WALL ELEVATION NO SCALE 3C ISSUE DA-= A AWA .08 NO A-n.-& ioa 4;;COT DATF_ A,16A PILOT SCALE DRAWN BY, 4,1.8 � T 7F- S. TTTIE �fT NQ �` TIA- 6 LEVEL 1 PARKING PLAN 0APTMrttM4 721515 r - I A* a BUP94 0347 3 SUP94(jif,;e 28 Or 70 MAY '2 1 1019r, MICHORL ED il,WX- GIAN 4mAoE it., CF41NA I N Its 161 VIII 111 1 ` ','� u1+nER31 at ,r 1T/ll/f'Tl1R[ IIA1 HUT ATTAi11 10 THE 1100'! n9rX 10 451,. "Ii„� !. !/f• FOROA I T[ Smog .1 , fITTULODTCTf7vDi 4ExT 1� 117 rATOP 1 1 I I MOTIF ALALL VOIDS TO OIL WITH IINOMANIC 1! aq �•` LAC►t N-f1LR I ( I 1 OR CLASS 1 NAT•L 411 O.C. 4•+ Jew 1 VERTICAL ANG � NanLE •; 1 1 S I I N �1 EECU'RE TOP TVACE TO T=L w r t _ pFCE, RUT ISOLAT[ SYST[II FROM EUILDINO IT STRUCTURE TO PNI1[NT TRAl/ MfIIR Oi S 1 ( I I I LOADING a DE/LECTION. DIPLtcTION AwvaTworr roR Boor -- CROSS pua'IR I I I LOAD$ S. 5/4• NTL STUDS TO 51.1021 Mq 45 dog FRtICLT (Tyr. ) NETAL 1 I 1 I FEAN I Nt7 • 14 O.C. (TT►) ^ (v4 M I I TYPICAL CEILING SEISMIC BRACING —I T --v—rT�� f/E• r"t •2• D"VALL Brace oI WA 5-f I►Iorwas I I 11 By O.C. IIRETA►IC a SIAL (I HR. I 6, MAX �. low I I �'s• I METAL -RAMING i 'AA Ix,LF wFn. Ll LAj '4-E AEALANT • I I PERI"rran ITT1) WILL E TNER 8E 8 r� B" I ( I RIGIDLY ATTACH RUM= CHECK FLOOR PLANTO IT WON 07 FASI PERLETER WLWR PC p,*TER 1+CIAEER :TV 1 Tor a AWERbar? N TRACT[ Al STARTER WALLS AT OPP(AwTE wrLLS t+:TY 1/4- a M11[R oR1vEx1 ►ASTDIas I lC1110 24' -C OR I too) RUNNERS AT WALLS • 24` OMETAL STUD! TO RAYL MIM. f ►E/ LATTIAL LDAs CAPACITY. I WALL SECTION 6 CEILING SEISMIC BRACING 3 ��L A7 r-- I Q GA ,A r I[R,r,L Su94L-rJR 1 wRf K — ra TIF£S WT ;of 00 1+r"rn. w '141v 3 ,: A,>I L k Q T I + a _sk r Q L1;►•1T FoT,tE SR AV WKS \ S Vic, WIRE�At rpArct►..AL �S •, 0 v AICD FASTEN Ti) FAZE \ CORNER'S OF EACH FD0,0[ JE- F'C10F PENN OR BEAM w1TH 144 E P.IL WRAP'S wN.tA1t TS.: reNG c"W 4A Mh OF Fa• RE S, T WitE "Ail"IES I 5 Mit L60116ErCN CC+JECTUN AI(/ 1 BY T-STAR CONTRACT:R r}NT 1011 SIA)"T$ Br , �AAIL FtxTuK WT 55/ ACOLf�TICAL CEILNG CONTRACTOR \\ •1--BAR' CEILNG WPE Q ....�.yl� BRACING SEE HEREON --- f+ `,_ PENDED CEILING RUNNER 1\ CEILNG TILE • C-0• A F.F. AAAI) MAN 1kWR + RECESSED rLUORSCE-NT METAL STUDS • 24' O.0 45 q �`' rokTLOM • - ---- POWER DRIVEN PN • TI. O.C. CROSS TIES MAN RW�R --J CROSS TEES PARTITION SECTION s - LIGHT FIXTURE SUPPORT 2 CL m GA AAL IAL STUD I �— /11 GA �ERt1CAt 10110i nAN(ER U _` 110 "' `'F.r -- - \\ +I•E"O TUAE TO 8E TIG►+T N TURNNC lEvf. C.EILI+G CRO tAltYvf, '+tw ILK, (,P0 Ah(1 StRvCTL,RE PRM TO SE1rING tLa C `A A0040 1•41N "fjlAll SOLT QCIOF STRtx 4+[. C/L OR /IJRLN TO SCCt#f I#A TI Rf TO T►£ uNOERS+OE fJ� CI f`GR OR )TMER I,tit '• 'Jr•,ALI LAP ey • IM wl _ BENT StUO lEG (2) T(e SCRt1►S �(Yp;:NFi AXI[ ANCT►+; R AT Llr$T 4• ROOF STRUCJLJtr ABOVE . -- COPE STUD LEC AS SrC,wN, TY* t = � _= s N FULLY I4:INCIED POSI'ION t/2' Q ELEC COr1XuCT (THN wAll� _ ,,r An A lu•J•f � �/4. 0 ELEC CO►OuT 1 TrFr�t WALL► I T-pAR• l: 5/12 ►+JLE AAO j f HE 041, GREATER Tr�AN M -0• I .•, � n same h■tun•r,srananon s+luanun9 I s Ct TNG waf — BRACNG. ',li NluL(,N ter.'AI L 1. F.• F40L r AND �• +� ° �" ✓ ,rcessary o anr:,Anor MeS ano,s ej -,.c,o." o LOCK"; NL1T - r 3/4••ELEC CCe10L(CT (TI•K WALL), 1 ^•"Pot AnG^Or s•aus sncl:,�f^e ,se•:wr►n n. .2 snervinp un11 esu•CS a nor rn a Pec taco of \ i HC1C►iT GREATER TnAN 14 -0' >nC lonntl s lua.W•ngt.,re0•'t ,re+rlrG 1Vw r e ELEC. CONDUIT (T rfv w Au) s I f� ,� ��• :'�:rn-n 1a-sm c:ores :aro a Car•.7_^.-r-v i f- \ ��•I oka'ang ortlelaA nor anct onnq;•ou,re,^•ra , a•� I /— 30,11• 25 rA MiTAi rhAGONAL BRACNG TO A40A I UPRITE ANCHOR PLATE: I. '�,/ H O•�c MAL Tf w14A FC lAN • .X 4 Deg '�`p• • ��\ -'',1 A^�`7r ��Ale SlC:>rA7„Ohte•tiv�n^r; �^ \ tIQAC SAxCAN LWATf R rK10 +' -a ccl .,�, v cnor oolLs Eolr4 mi,sl to :ota,n,a i / \ (`4 •3 � 'Il" M ^0 GA r10M C 45 C q N a u t*+rcc..ry:art sE c r,r1 A 1 al ^x• 40 LI•.I \ I ' , // r ffi ;�. BASE BRACKET 45 "9 0 •`' r- ANCHOR PLATE `S -,-- -W$1ea.vs care -•.1c�«� v+silnrl !R ?or n; anc-0r:0 U 8O,Is ..11:.e 11 claneo at �� uo ;lu , TILE• CUT-GUI AS REOD VAN Rl1I434i LCEILIFC -- VNYL TRW Forennctele.useteoeon Par co en 40o S'J 0. ".x3e 1 114'o t., o•smoeoment encna..ot+quwelent � ►C'iAI STIR ,C•p TRACT Q �I (:1 10 N1. SfLF TAPS sloT PND a tL USE ro cRO{><> •I no7 cluoewl ;7-+1 E x- ;at vt, Kra - " - S�Rf w • f ACM Es0 OF BRACNG ---y rIr OvLR CEILING RurwfR o�,•.nv\or,e,1,0 :r. N:r� ::.OJ I PETAL $tlAS • 24. OC �► Sur:117a01A�cMr�•ni• J :C':a.'P\r�r, SI: 0 I , ! 012 OA SPLAT *FtE (4) N P."4E •� I - PO*TR CANEN PN • 24. OG 4 [A'-*M R Jf0fR - VER TIC A: ANGLE NOTE APF• "iA%4A1F 45 DEGREE PLACE STRUT • 12-0' OC ALL WOOS SECUK0 TO RLWRS BOTH DKCT04S w 6•-V MAX. APPROX 2• r" NtVIfSECTTON FROM EACH WALL ANCHOR PLATE DETAIL 7 PARTITION SECTION a T-BAR BRACING DETAIL ►"l OT �i/1TE _ _ • 1 12A °iLC)T SCAB-�. --A 5HEE• T"IJE -- 1 �� A.4 %on RHEET KJ r TIA-71 .: - - CEILING BRACING DETAILS - -TENANT - .-- - - 1 -- - - - C BRAC TE IMPROVEMENTS ♦ C}ARTMG,;'•; 725 �+ >? @UP9A 1''t fl'.! r 3�FIE,E` 1nA' a i`+p• --•1 ?9 OF 715 MAY 2 91995 MICROFILMED Ilillj� I_wIjxl-l � (I3AjMlll I IjlllMIA�DEIIINI6 ICHjINIAII I IjIII I IN IjIII dII111 I1II ' I ' , 1 ..._. �w ...-- - .._- _ _- _. ..-. _ --ter_- .._.�'-".w.-w .!M•+•ww.,w.- +i1M.M _ Y•IM. �► 8 c j o 'E ("� es b „ r ---T- T- - - - - - -- I I - AR j 4j I -- f rrll NT R i eLecT. PANEL �I I I - _ LOADING r - - SALES AM i&i rlXTURZ5 - - - - 145 DFIXTURES — --- -�— - - 52 1 I�DIM `-- I 4 -- --- v — .. 2V 9L-AG06. F x-.RES I I Ry�tR�hGE FONT Q Q - 0 0 c,EN. R or - p qb" RE rIxTURG5 0 I 5`, OFFICE MAX -NP WAR -HOU5E FURN I TUBE 3 - -- - - - - - 5TOR LLI CD i I DRIEFGA5i= FIXTURES F I -1 -�— - e oFF!C MAX L __J J ta-6 * Q 4' CORRIDOR \ __L _ I SLI' I GH -OUTS SERVICE Q — C C MANA6E4 ( ! I I I �Je TI�.€R - J �0 LJ L_J L_! L l.__� _ _ IL VE5TIBU h _ I � I - -- C5 O O O O O O O O O C O 10 �— o 0 0 o u o 0 0 0 i I LLJ uj STORE DATA I TOTAL_ AREA 234x0Sp, t--T. � VNARCHOUSE --x,360 50. FT �J F JR'l,ITUREc'GARCEr) O-- GE/L_OUtiGE --!,40G 5L�. YT. � F 5ER\/ CE CENTER -- 230 rcopll CENTER 38G 50. FT. J BOTTOM OF 5TEEI • tlb-8' W WAX QA'E 111(14 W _L/ Ot''1Q'96 I PLOT SCALE - -- I ��• � x-11' tIPAWN BY Kv - SWET T1TL __.. 1 Tl r(X'U'�E a`Ah S CT N-, TIF -1 '�ZU7" '75i FIXTURE PLAN — TENANT IMPROVE MF:=NTSY MAY 2 9199r, MICHORLMED II�IIIIII �JI VIII I VIII I 11111 111111 VIII JI IIIIIII I VIII IIIIIII FlNFx` AW '4 I MADE IN CHINA � IN � I `� �1yy 1 s A •1M1.. � f 6 ',� I•y� .d' 1 a p y � dos te� do ma"ll" •i �•,,' �',��'Wi y.''a• bbl�,�i v,� A'�► I�.y� i, .r � ; N � , F � � +r •v, '► tv '}' j. � pF�M�4ti �' 'M��'° pf ,.y 'T"• � '�� " `� ".i .r Ni Y 4 �"��.b rk�'� ... I r 'F�: t^'�`. '4-`r ,� «' I.. 'i' '�"'e6 Y.• �I ,IY �{�.,e . E3 " x:41, � N V r. '►a r ' t `\ `)'' 111••A��R ^F 1 # r I 4'aN t I dAS N't"AM R W.ArOR t �' ,:•.b NA21115iftJ AN[?IN5TA{18) } � ` tea, • " ,F�qr� �r ?. ' v 1 BY NY(1'J.TIKAd.bAS C.O. , � � _`� • , ' w `#T P1500146111: AT 7A P5i6 • s Y, � ' - .• .-.ww_+ .r• •1 _•.._ n rww. - ....-.-._ I w.nV••• ,"M ^"'11 ... _fir V � I 1 rHm PLO'* kx ►�77' ?;F `\ f f , I r4TN i+ATF- PTFE CAM PIPE SiiPPPOftT ON ROOF - '' , I �Q'� • e $ fr `SM VrAJL ON DW6"-1 r j-� It +firk q "w}n n ( d _ �— --�• — ,.�� .�� .� r j ,� I a av Y k b. fic a I r AL 18'1 ON ROOF � � RPO-20 '*K T'--------- \ ;w I HIM ON kcX* I OP.WT. N53� * 1,36X10 I I 100 N7�I .8 OP.KY. , 1450 4.36)00 I INl7M�1��CoXI)VA(TON511 IQ IIOOcpm i �6B ' O rN cj � i d rW'rte^ ,+�' a - p I 1 I �l•'__ I \� 1 I I),2' � 1 I A/4' Y �- [[pm4l I I 1 7O�COX24� i 42X16 SOXS'0X24© /�- 1 -- woSR- 160Z OI O 1 1 12X!0 cIrm ZPb-2M I — i P. , 6x 4150 CnF yla 96A0 �, x,� — I• I Ir- ti z °�' I 1 I I I •� I.� a� H/4' PW W112 SPtx;1�ICAnaN FOR I 3r4• \ T ^ FIRE PROTECTION ( 3/4' I t .. FVM TO M-2 FOR I NH1 ON RIJOF 'r y L�f+9O5.PETALS/ GQOW NOTF3 OP.MIT. R21 6 vl > I INPUT w ' NT'6R'�11f 13u ". jow,; / I I 16421 or , • ' 32x16 12X12 i w PANEL ` I 14/4IOXIO ' w y a 1 / 12.4 �Ilnl� -b ( 1 14 �� I 1 A 410 CFM 1 10 4\ ! IQI ON ROM I - J • � ,o or.W. IR-1 3640 I. /6 I � - i ' a `t , !' •�". c4am ff01116 10 I r — P 56x10 05K1♦ BY EL. y* 1 1iVT N�MeN PUr 710 TY► 7i j � R?I r AG Z2 i 1200 GFM `-=L1 i O IJr{'• COOL.IN6(TL*6)' t5 / ,• Rlb- \ / INC-041,16 ENCbTI2O'N D0r£ T1C U4' X0• 410 MMS"AR"ick +K- 4W t' .plNIT NT!'rB330 C 1�:� I 4�TOST t -�* C } I - �� - - - - - - - - -._ -_ - ---- - - --- - ----- - -- SR-1. 4Ex 30%.50X24© \ - - - - - - -- 1..� ' Flr� TftTION b _ - p t f 1 \\ SOX90X21i 2 1 1400 GPM �_.5R I, 46x14 P 2N _i T - 1IAT131 SERJIC CD \\ _ � 2OOCX:RT \ � ' 12'0 �Vf i \y ---5R-+ NAO I \ E'/ 1 CD-2b'F Fft ALARM 5PRI K182 an \ 100 GM - CR ' 100 C.FM SE VIA~ 2 rs EX1J � • Y�� DENI ,'P , , ' • •' , � '� L-40X10 IOX10 I I ; �b j. XK BYB EL. 1 '0"er E:. I I —�•� e•� sr°RAct 1 TO Nr-•A —GD-I,44• meI CD-i,A'� I I e I•E'1 ',. •i e�t,. x 64 &4 I �b 1 I I ( ' 400 C^ I I 151:?" - 1 150 C-PH _ t O'er Sf!l 1 E. A Sf ►IAILA6CR _ — - - 1 900 C.R4 4 161 rm 900 o" T �+ '� •��,1, ,. `\_./ I I � t ` T"� ,yam ` q n •«4 "'' � SEE SITE PLAN, --_ • 0. BY mnNU FOR --- ---...--- --- ----------- - ------------------------•--------------------------------- (7NT1HlA1TON !PRESSURE REDUCING VALVES {NATURAL GAS) - .� ; ---—--- ; _- -------- : ----- �_----- --------- -----.._. -'------- -- --------- ------------------- ------- ' •. ------'-------------------'--------'- -- ------- 1 1 'MARK ' SERVING ; MAKE MODEL ;O1ITLET ;CAPACITY; ORIFICE SIZE ;SPRING RANIE;INLET PRESS. OUTLET PRESS. ; y PRESS- :MARK _.•----- -- -- ------ -- -------------------- _ 1------- ____ --- --- ------ - ------ a�.� r ;PRV-1 ;UNIT HEATER ;FISHER S-102 3/4" 1'40 MBH 3/18' -� DINT 8.5-; 2.0 SSI i 7 MC r' .�-� - ' ------ - - - - --------------- ---'-------------;- H PLAN -----'-- '-'----- _ "'----------------- MECHANICAL FL ,rA1f-2 :AC-1,2,3,4 �iISHER ; 5-102 ; 1" ;300 MON 1/4" ; 5.6 TO 0.5 ; 2.0 PSI ; 1" MC ; Y 1 1 1 1 IN. MC • 5GA1P • 4 m V-c' • r' t, •✓;. 1 1 / 1 ' i -_ _ _ ' --'------_ --------------------- PC • t *,� CONTRACTOR MUST VERIFY ALL DIMENSIONS AND x Joe to 11'R4AM.� CLEARANCES IN FIELD Kim OL 7 4 , ;� r.^ r •e IF'l,•L1O111'� l�rlYby s �h1ETiT No (:+ :urs# • �.I�nanl�/�I,YAIYI;Ip,A�,�y�,g . al,•wa�.r. ra•.•� �w 1 T1W1 ()AF.T"LrTN, 7255 G34 7 , BU►';1l-4192c •� MECHANICA FLUOR PLAN TENANT M W, Twill MAY 2 91995 MCI 1W L ED 1 1111 1 � � Ii 1 1 i I I illli I 1II111 11 1II11 :71IFJI �I CaAli< 4 MADE IN CIA NA IN 1 1 .., Mlr 'Yt1 71*{rt W,T 1 ', e i• .. ,. '�� '. � �pJ ar, ! ? T • ' -�rlA'r�4r ' e.(: .,. T"'"• y .. ,_. � 5,.' ��Y :�<' ��' "! a•k � b .:.-1• W. ., ,p. .• : .s .4 4<y'shf'�"�'�'F;"��y,�� +'l7N 'IR, r x« 1 n. 41, j f /* WIN. IN : • .. r •ti�:T:c:WF FL,JFY'.i 4:r*ra4u' sy } a V a •. CAb rliffNA►^fit7N IML,Y. VISIT Sift PS1%,% 7U •1DXallA110110 11 v►�.• ' PDAWWO X FFM Y TC]�S. (O i L PROEM STAT, AND UM i Df AIR WCIDQT i ` / o�r 41. A" " IiT �AL`1t�71 ` 1 T �Tr NPR'O citud I UWA T I UIR PrOV 06 ALi TR ML1lTAT i 41'1,071111w { . EY l W11111N ON ?RAN I Y LOM N'F TW /W I VAL VT ARfsAE IXX'T /ISM A/ 1 S/IChT'O CA UrAN MAIS MOM I-AQA-U Ile 3AS ELSLTi I J�UA`�Tu 710 WON Dr I MMA" ' a / OW ltrw MiliL w .ZsrOri S" r I TO WILV I NRA N T ST04 Am �U UNIT 41 r � 1 f 2• r i41i',4 11�INITIN 6" R[.c]P• 1 r 000"000" THAT NLIIA I Ai/Y R 1 Ts 11EAp l•S 4 p" AM /eNr I ELS c"M 1 ARA CAP4,C I TY I 1 l ! Mm AT f S F RDN AND J \� �J/ ) r .' 1 /` � ` ' •• ' - __ ....-. '. ASIC.A «, • Lam' FRA NRATIS7 CAPACITY For I9 IIT, MAN UITWI' � 5' " °` 1: 41�fDRB ul► mor IrrTl�.u►rN(7N Q* wtNr. Am MYgIIM to N1Tly . Ism" FIE ET JM1Y'/ NUCIIYRM C >• AAS MIO 1"aRT TFYIS �'Ii,Y AtS 4400 CPM • 0 S• ISI. 7T/ IPM. SIT GVTOAIIR AYE AT 1145 i I �1, � y //y� � , ' �„� CM. , NP 460/l/64. Jf NK:11. •! NDC►• 0117• IrJi[,..ATRp N('ipI t1JRl. • V� � I i �. � I4lr • D l�'Ta /1IAJ.L. M fAN1L1AR ri11f Off'/ STI11�17N, R,R;,O AM CO[.FIlRSSN WiL (RJAiD SCREW, ClISVNiWI)♦ TINS DEIJIY RELAY, i)RY RTI[./ I I r. - N .SR I411S A11 '.RSR!'NI C1111v I A L✓ Y R>«M1.11p rI TM AIM NSA ANDCmmmogLm H I GId LIMIT FRESSUMI NA8V I TX XIISir 'ER11 FREEZE STLA T 1/7 i 2. L,n. ` -J ` ; .' Aft I11CtA m 141 THIS YID. OIlT/IDR AYR LOC R(M TYERMgSTAT. 1 �`, r-..�1 Ali. ounvou &40" SO I MSTA"m T 1 CANT m 6ER1a l m of STM, 1 1 Lam I _ r..l .�-- IE .A• U..Gr �� r I IIS•' �� M .' i•>R, y ► ROMPnUW0I FMR AKIN US'& R4E FID1I A►r 1 2 1, 4 «-p - ..••.• oN T1L�ISNTAT PION (�:A AT 41' d• AEOVX f 1 N 1 SNXD r1°ODN A AIDUtL Op 7-#1 nAm IND 4 /RLECTR L t: 11WIT T 1 rhi. COOL I NU CAPACITY TY - R IJ1 mHH �' /( j ``T• �- �H• l• •'� �0 i'�l l e TN�TAT AFRI YOWMAYTMS sM = !I[1R EYII/A AT 44. V `� -•1 �Kv FINjvm FT►iFR AS IUDIMTW CS ►WI -LXWIRE/T'X U XATION OI AND lEl1RlRli CWLtN] CAPACITY S� Ip1N AT VS I QI111 AND •7 ► EVR 1 �- 4' i 1/!' `. r 1 F `S T1Ii�ATIANG SRI101110 S AIM TWENOfTATR VITO JRS� PIR 100 TO WJU01_ 14ATLt10 CAPACITY001' l_IO MNK INPI/T. 1041 MR (xAIR UNIT SUPPLY AIR �• � i. �'. TM PROVIDE WIMAL, VSKILATM AT ALL MONK" y�1 2400 47M • 0 •• S/►, Yf0 RPM. SCT CAfTt1DR AIR AT J10 CfM, 1 5 HP, * INT A14• LOGE 11RA YRfT I I�TXD p0. ii AT ALL �1kTfTAT7 440/11/L0, IS MC:A, 20 NDCP. N I TN I MSUIar%D ROOF (IAS, ('V11011 8 RR OO'L 3 SPRIW>R[" ILAWTUAC'TOR 1NIAi1 IXMD[EIATE 1FEIWRIIIR eTET11lE 411TH WARD 3gIlLTi1, CIIPRSi$iM TIME OE1.AY 1UUaY, L'RY MlI1J! (tJKTT1Of.i.ED 1-1/]'I `•� S JtRI• A MO LIGTrT1 ECgK'"1IRR WITH "WIM TRIC RELIEF WAlPER, Cl"1016.9E HEATV IwN1 AND 4• - ' ' I `• J .. , .��.. M MIARTAIN ALL NANRI►MT'Nl01AR'/ RE00OSumm iERVICE C'IiARAMCE9 ICES NICK LIMIT PKEIiBUR■ :iNITClFE1I, �oIL FREElE STAT, AIVU C_:'IIUE AIR y I ALL EQN1 P41SRAfT ALL Ld1CXOIIT T1lERM)STAT vjl� I ' 1 16. 1,)R �'If1L1A4 US PI'RLIIi SIFA31. NAVE MANUAL v1x.tRQ OAARPERE IN LEL�A QJ r1AAR �11_AfA•= R9ZMOR WAAL F100, SPARK IGNITION, r.'P w 1 (''rFIAi�CTO112 S SUPPLY ASR RtJWDI/TS 100.0 MaN (EAS 1"PtIT, 40 0 NEN t_4yTPUT, PROP. 1/l6 HP, 1650 RPM, IJSO I J Yt)/fTRACTpR SFIA11 PAINIT TAfT1tR1OR 0► ALl DUCTiI VIEIEY.R FROM CFM• 170/1 4U, !.S PlJ►, ISSN, MiTH C><lJBL6 JBFLECT'ION DISCFLARCI ; yA, * SAYiS /L,X«A 1[ TION TTIE UtNDEASIDS ,`I ROOF DRCE. 1.OUv1LIty WITH A MAT'HIN0 WALL W)tnrrlW 'THERMOSTAT IN A LOCKED AND 1' R (.\7[]ADINATI l"�Y'ATICN JF tl ]Y MANAnIiI.OIT 9YSYTN}I SWIPI4FNfT IN VENTILATED METAL ENCLOSURE PROVTDR Ail. RVIAYS AND TRANSFORMERS '! '. S TOl RJI(k I11 N I TH JARI'RlA /R I UR Tv40lRNM IN ►� N1 A CgP LETT L Y C P Ilt/17 I uhllll, s Y 5:10'1 r r � � � IL:Al. C[:Ilif, t<71'IS_ EQL.,, l�r'TR1(vl. i••YTw�u�� 0 MARK NOOEI. C1JC RA'I SERIES 415( ^, _ / F,r. �'NURR DNCPEI:IN LOCATXD AN RETL" Ali DUCT TO FHVT DOW" UNIT SEMI-RRCESFiv, rw) r DI5kimGI, TRENT iNLST. 16 7 KN, /60/1/6v. ' ryP r S p J ` ' PROVIDE MACCHINU NALL W,tTWTkD rHRX 0STAT WITH LOCKING VENTiI.ATCD, �. SA!�' "CRY TA K I AGRAH �� rr' OF 4 LU10ER ALARM. ;liT1CrDRS SIiA11• RE 1't1RNISHID. iIItTAI.1,ED AMI) �� METAL ItICl.O.9lIRI RAIU Al d. NE�'ESSAFY TRANSFORMERS, ETC. , h'UR A FULLY /. '_�-- ,.-� WIRED /Y MEC71ANiC.AL CVlffitAl�1l111 AIL WIRINAI SHAIy BE IN OPERATIONAL SYSTEM. F T I t 1 "UMUI I l T PEA M E i C A'.L R Or TOP ECXJIP"WrT S%ALL BE ;IWOED WITH 2 1/2- HIGH 1a/ 0 ( TYA L* 21 -p-� A VCIL1lFE EN 1, NOX MODEL DR [:. PRESSURE DROP y v A r VTN + PEwAt.41 T LETTERSLDA 1'0 1"rl- rY OPENING SERVED• PROM INLET TO OUTLET - 0 06' CUMPLXTE WITH MAT(-I(ING WALL MOUNTED ` �� 13'X.41• SIEEYID AIR 7'7141 LEA JPEIIlF AS Nl(DI A9 1 VISIBLE AHO::VE THXRAr19TAT WTTTF LJCN1N(:, VF.M'ILATER COVEN PRIiViOR WITH KATCHINC FILA i thi W I TH G 2 1/'I14• GN SIO[ V/ FALL OPENING V I S I NIi tRLTM 24 VAC CONTROL TRANSPORT IXR. mA rIb/ rrAF1!!1 a lOrZyrpN 'R,•r rRu� V AL'�V n rW ! .. FLAgR N SPP ec' 5mies,Pp I a'Id2 Dy'TRlwnloM 110- 12•X10• WITHViA AIR Txio, Op SALES OPENING AS NI(� AS POSSIBLE AJIJVI Y_tL�UCT�� PENN MODEL ZIO, CENTRIFUGAL, JOU 1•F'}N • ire M LNo►w r•^°r7J (•a•v[wmbpom - R 1 l I HG WITH TN U ] t 2•X I 0^ OM SALES !I[`E CII 'FALL. ,Yr Or 9 H c•NAR! TO PO-� MOUNT N to, - I. � 0.375• ESP, 110 WATTS, 120f 1, e0. WITH GRAVITY BACKI)1lAFT D/WPER AND �ct.F!l41L!C.tILn.O VK.! y_ 1 4 « 'S C':ROP !nN 'A 'IIERMUSTAT AND SFLY ZNfTLL WIRING AT THIS FLEXIBLE DUCT �_`olAAR xwwuc-riom ELECT'RICAL I:ONTRACTOR SHALL �,. T"44.L-XATS.')N ANT) iLMRUN NM7RiZONTALLY :N WALL /ELC111 ulJ1SB TV INT'FALOCK WIT'N RF-ST RtXM L16HTS. I T1 UW;'CaBTAT An RIMOSOR 2• ` . It -- . AIOI ECH.'A THERIOSTAT AND SENSOR ON WALL BELOW �usS AT 44• SUPPLY_MisTER finis MODEL 100RL, DOUBLE I!F.FLECTION, SURFACE ^ \�/�1 v .. 4 44- ABOVE 9INI9Nt0 F1.lIOR AND PROVIDE :°OCRI[A7 IRTAL, VEMY11�Ej1 �KxMiED, STEEL, OFF WHITE WITH OPPOSED BLADE DAMPER ��, +! / 14 /1• 1 --� n t IDNCLOSUIIR AT 'aiERllWrAT AM URAL. VNINTITAT M EIRZ°CQ7 W 11R 1' -^ 1� R v SENSOR. S�:'I CFILIHO_�MUJ TINS MODEL PAS, ,X241 MODULE, LAY-IN, �� 1 0 . w NOtEfT TUIIPERATVRE SFJ190R! FOR Ai/1. 7, 41 AND 5 AT /' -0• STILL, OFF WHIT!, W1T14 OPPOSAW BLADE DAMPER � I I • C A1KNI FIXISHRID PROVIDE IACXING Mh-AAL, VEN7'IiJITED COVIR Irl' � � , t /•, ' / � � r � r AT ALL AIR C.M#MITIONING UNIT SENSORS. CT)ORBINIITT. LA31CATION OF � 'EFL'EIL 1'IWO_ -DIFFUSER TITUS MODEL PAS, 12X12 NODULE, LAY-IN, ALL SENSORS WIrN OWNER PRIOR TO RCN -IN SENSORS SMALL BE STEEL, 0►►•1!H?TC, WITH UPPOSILD ELADR DAMPER. � t + 60CJATTiD JiI STD! OF COLL MH /ACING RLAR CP STORY ROUTE 141• DIAMETER EXMAUST DUCT UP THROUGH ROOF WITH TALL CY)NE GL1 REIIDIN GRILLE TITUS MODEL PAR, 241X12 MODULI; UNLESS NOTED !r I FLASHING WEATHER SKIRT, AND BREIDERT VLM CAP MAINTAIN A `rTHLRWISR. LAY-IN, STEEL. UFF-WHITE J'�• �/ ` ,�� PLUMBIPIC PARTIAL FLOaR PIAN S , /� IItN1MIUM ^F 1U' -U• FROM ALL OUTSIDE AIR INTA RS y�'-1\'"PI ( , r I r� SCh' ro.sr-ol 9 {j MOUNT LJNTT HEATER AS HIGH A:! KASIBLE. EXTEND PiAA TIFROUCIF L]!2 QSTTIRM GA1 12 Tiris 14UDCL 755iIL, SURFACE MOUNTED, STEEL, AND UORDIMArl EXACT LXATIiON O► "MIT UPI-WHITI. IR' '/F -.r�t•.•��.-. d,;. r ROOF PEA SPEC1/!CATIONS. � ii IFIATiR W I TN P/k'R STORAGE LAYCAR 90 11J IIt7T TO !NTICRPERI WITH R.4" STVRAAE 010ORDIl4ATI LACATION OF 1(EATIR W1TM OVERHEAD DC:IOR w THAT NEATU AIR FLOW IS DIRECTED AT DOOR r)P9NING JWHLN Gwy41�R ALL ITOtt KAY NOT/W'1+' DOOM 19 IN OPEN! POSITION. PROVIDE DIRT LEG, AS COCK AND W LI AM ACOXX • H•W UNION AT UNIT GAS "ON"CT!ON. , '��[`, H •i @ CIOIfl1t11C'I'OR SIiALI. Z?N►I R11 L=J1CT LOCAT I CMI 0► lJN 1 T ',JN ROOF NIT?( WMiED � '� Lr T 'Y' pR - Ej KATER HFATM - ! Fj05T;N6 TO uFIMNN '�•,ba t0 ELWW � � PIPING DIA6RAr'f FOR ' _ ,. EI[15nAF6 'v[if METALOWOM MID yTPITO MAL APPROVED AND PROVIDE NECISS4ARY SHIFT UMT1141ATION 4 • RBIOV� - 4 METAL U7►9IT9 TO IYIT:TF APPROVED U11IT t.(?CATION S8CIJRE ROOF � Q r. CURE TO ROOF STRUCTURE AND AIR COLIIDIT I ON I IAG III Y T TO ROOF CURB. TUi;r[�I® V,4,*S -- DUCT L ?Qr . • s MT OPRMIW16 THACOM ROOF AND IMWYAL4. 9UPPLBKVrTAL SUPPORT I, 97!XL AS REOU I RED TO f aAms OPE*1 NGS AE DIRECTED /Y 9TAl1CnmAl, ---�--- Norm �) I ' �' •C -A LoK15nNG r0 WJE RAoCA11� y AOL' OR EJO$TTN6.RA�GATep,5MOF4F M , F P ti EPKtI11ISE. PROViDi P1.E2iIB1i CONRfEC?IOI� AT UNIT SUPPLY A1ND �,`� ,� - I 411941 LrJC/«iION DLXTRETURN C'DAfEC?IONSWI OIV A TD STRICT AT LUPPLYINS AND RETURN TAKE-OF I TA & yyA�_ i_p "wQ.p�AQ� ,rn roA/�TTOEX)ST1Mb •'' DUCTWORK A, REpV I RID TO AVOID STTNVL�IRR INSTALL 1 1/4' . . ,Q I I �1 '' COMSWAINTI DRAIN WIT1PICC DEEP SEAL TRAP AJID CLEANOUT AND EXTXIfri rvRwA.M + L �J r ^ I POOR OF 60010ELTiON .i AS S1M]WM CIN PLAIN. PRCV1Dt DIRT LOU, GAS CII("R AND UNION AT tJNoiT � RJ RpK,!«TESGOI�NOT!; y�L GAS CONNECT i ON. TO 141 5•-. _ TO _ 4' I A THROI M ROOF' W 1 Tib STORK COLLAII, DNAN RAID, AND FECTANI�A_Mi Mtir• poo -�•y VVn i MG. rKA1AAMG+411 CONTRs+LTOR ERE I DRLR"T VENT CAP. 1 NS LL 2' CLXAAAPC'I THIN" AT ROOT _ I 4 PENRRATIO11, FLAM ANC CYxMTIR►LASN STIDRFI COLLAR TO RUO► rAAYYJ E.C. ELECTRJGI(L COIrTR/IGTOR • HII I GH N$I T IGIAT TOP 0► FLUE TIO BE 3'-0* ,«iIOVI ROOT AND 2, .0- WUAW TO P G. F L11 NSM6 C.OANTRAG TOR +' H I GH EA TTtAN ANY'T'R i WO M I TH I R 10' -0-. TAKF� �� -- ® OLINMECS DU'C'i11ORR 0I SIZE INDICATED TCI SUPPLY DROP UP97RIAA1 OP �Q�UDED SUPPORT �� F�AIU p�� EPG, fIRLPROTfLTIO11GAfT'RALTOK P LJXL94 W ITN SPIN-IN C1'ULLAX WITH AIR SCOOP AND MANUAL VOLIJNX 1 - -- TRANBff 15 J DAMPER �A SUHEDULE 40 PIKE In --- I SG. SAL C4 (TRAGTOR v SUPPLY At; PLE" WITH 1• ACOIXTIC LINING. FUTM 30'_ CUT IND OP RRTURH DUCT AT 4S• TOP OPERIN.;. MR SIZS FAXW PATI PIP! CURB PON PIP& PEIIRRATION OF PIPE THROUGm RoGP. ( jN• ) DISTANCE BETWEBit _ 10' DIAMffrZR DUCT SHAD &NT•IR 14• R(XJND VERTICAL IXJCT WITH 45• SUPPORTS (FT. ) - �---_ 5A1eTAFTf SB'ER�,1JM bRi1D! D -� �,_I �� p xeeve AND s�►L Tt`eO1 F'l.00PR � _ '�•�. � _._ SAN -------- SANITARY Sfi�t MOVE_ tlY"! • 3/4 1-1/4 �F ( Smm-o" VALVE �.�..�...,T-.� STOW5n BEiaM GRAPE • A/AGLE I7ITRT 1 p dyR 1 1 1 1 i 1 ( Q ® DOLM" CMMK 5ALKI•LOMi�NTLMR 1-1/2 - 2-1/2 12 cLi7Vw R T MFI,Y`TrJ NO.U-•0075-QT 2' WITH UNIp/1 .-' 3 - 3-1/2 I A1./i_ 2 AND F 11101 mr . I■ t`IS6IITIOy FRG LMITH D71RN D1SC1F21RGI 4 - 6 14 R z D IAS" RML IF�WRM •K C0NNftT'IOAM AM�SY*.,;Ip!'R - -- RG ----- R/VW GONDIILTOR tib NOD<,L OM24-13ST GAE/111ACTRIC UNIT TOTAL CWLIND CAPACITY a ) Q SSM OtExGIIM VALVE, WATT'S -------v-------- view r 12 16 NO.FOO. WT� AT !O F'51. V-y 174. ISR ANS SENSIBLE i RIS COOL I ND ("m I n f,.0 1 11 AT 9 S I . Alm 4 7 14 24 ' --- - -- D01 RSTiG G.A D IMTER P EINN. HXA7IAq CAPAC I YY 7 70 NRK I NR7T, 216 I4N OIfTPIIT. LIMIT 2 MAO" (,Pij DEP) INGOME" Y LATL'9l'JlRYIC L! 1 - EiIIPLY AIR 67S• CIN ! 0./• LEP, NIS/ RPM SET OUTSIDE AIR AT AC "• t .1 / +, rl m HOT PIA TEN I ! 1 1045 C'PNI, AC/] IOfO, AC/3 - 1070, 1 M1, 440!)/40, 25 MCA, )S ►Vfy11i Do mm- •- -- 11I1D4T. WITH INANOtATUD RWr CTJRR, M1111D1MSiR COIL OtWJUj Sr-BEEN, p�� - �r F • t701VRSfSOX TIL OXIJIY RELAY,c DRY BFs C:.'f1! , Um EtXTIfd111tIRl WITH - N�6- ^TEF'PuF55lPT fiM MM�TTIIC RELIV DIAIIPXR, C'RANE1J1SI NaJ1T1Q, L01 ARD MION LIMIT �� .n1 � ` - D - DAWN �FFFwRRo __ON _ w� � � ,• I DA6►S�l.M IAOK.JbTt�i I'RRFFaOR AGAbT1G LiIOM[+1111E'r�0T14'SOOSf JTIt _-_ VENT T11-ft ROc)1� 4SIET NOTED Dl1LT SIZE 15 EXTERIOR WD I11C.I.XM UMN6. l� �� ; � ✓ f' •/. • " '� V T�'1 -S/[M OEJ1G l�V[l� �x (6� 5F'10tI DETECTOR W RETiAO41 DUET TO I i [�TO DR/J•Nd65 FAt SR•I AND I'tBIPT SKIS DOIM ON ALAAM 5M SILLS SUING. WrTOM OF R.&A"%tA" W C.LIJVrJIR 5PliNNI R.?OF CJ*t0►tT/� DELI[ I TO DETl11AIt!!110 gSaiSdf31 0!4 TA1 L5 AST L16MTS. -! ��:;. •- , NAYGAT TO ROOF CAM TO►/TrV$T�,hU 1 �5PiOutL7eTT�TOR INGOMINI� WATER 5€R�[I E !PIN �IAbRAM FLOOR DRMI ` OW i 2 TYPICAL DUCT TAKE-OFF DETAIL �,� 7 PP.L Rpip►cFSib h1TH 6' T1ScxIFEy, TRAIlSfT1011 TO G01l6GTlON 512Zi OP(xJdICrT RF5FtJ1T10N M DWI Rl•�ftI"TO MANS POLI SIZES. � 6^S GCMEC`1ON MTM GAS COG;,;1MIC)N - -T -- - - - �w �� NO >CALE FEATTNb►41ArETt 5I1°Plr •,' '` ,0 I, u s#ti. F (T'Y}ILAL FUR 51F4L Y 1 RFTt,1a1 1711(7911 (J U.E/V�►T1 41 4 U�SERI. TR/1P `J Ni)DINTL E* PP`fR TO F'iJ1N FpR fi lig - � - A �✓ DIIG FS4p1 FydSL+ISGNR6!TOMTI/el D1%Wfte to SPLASH PAD ON ROOF. P" 51i2'S �T� TH1�4105TAT , POINT"MATED ON PECA m" O P-Lou czmec" -(T(ry-AL). (1♦ iSI'I/W-A NGT - �PVMP3 1bR LXATI(JNS flIIGT%V12 DETECTOR LOGdb1�W PfETUBI f 40-&�.MCT SQZS IOK,ATW OM P'l/Vl 4 SIZES. AMt DICT TO 5WT DOWN WT LWAM R AL ARK DETBGrOR SMALL M m"Shr, �t 0 W ON TOP Rl'1[041 l7F'OQWr. PMR 1rlSTALLID,FFD MMS BY hLYALANIG/l Ni!'iFXT0110R RIE)RRGCI�E LIMIG. YFTERVOR OF A11 QIxTI�JML VItiOE f1tON1 \'� �nMK 0+1LANGAN6 DAh'fa!!t MYH LJGICIi+6 GONTRAt,TOR All►rtA1G 51MI1 BEM �' I (q RERrJt TO STRAGTURN D/169 FOR M-00 Y/1N PAW TO IMTGN DOrTtJM D ONLY AT VATS NTN CONTRA P9t Ail 41xY v Jt"A LOCAT"G.ETC. �F DEAC AD.MT Rflr'OLK,T lila WAMW WETS-5M CODED NOPE 14 RNM N DMT 1pt1N►ARN AS I�M" r 7/ INMI CUi O(X*,,WM TO NiG1fTYlt:^st."l PICK OP��BET1'1!SI iROOF DECJIc AAb TO FIT N _ � ^ I 'y �S JD15T TALE. MND GM!SIWl h -------�--� `_R� � G9�t1sZTffi 11G r• s " !HILTS MYN PWt&.*4M MA-ATlpl M IMI M RCT SARK A/Rp4 F*LZR - - -- e 9PPLT ASS RTL!R!« • �. " '- V VE ��-"'�'�r - � (`J �j^ '3L1"1'V! AFO•JRtAL Tt•RR!*LQ(71f - - � - �� "TrM rmAIN PI"ep "Oho Ae/1 exTIR1pA �� ro AACA4TEC•TUF.AI. 4 0%^LL AND TUP124W DOM M• To IIFLI3M LD w GFITf.K VALVE 5/4' . 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MAY 2 ') 1995 M M� � � I � III I ! , III Ilill FILMED�/ ! , III I ! , III I IIIIIII i I III IIIIIIII FTAFX CI•ABS MADE IN CIiINA Id IN1 [ I T 4 -. __.___ 4 O ��• 4 V e - 3@'-8" _ _.- -- _.-- - -- __-- _ .._ _ __-- -.-- ---------.______....-fib -L2 _`___ _.-_____ _._ ___..._ . _ Zp►•,p . . ._.-.____ _-. 4 ci �: � � 4 _ I I ~ k 1 1 47 I: IJ 12 12 2 '-- 1?--- 12 NL 42 V2 fl I3 12 12 12 12 12 2 42 r' F• 1.9 � •4 � ' r�... ~ L-12.14 /��L 5 16 '+� NL a `a,, aA a 00 47 I b --1(r` L 3 1 1 5 I l 12 Ilo rNl K41 L!,4 3 14 14 14 14 14 --44 - a� � 2 2 4 1 4 1 2� L-1,10 x L I I L-11 5 I 110 L. I / c w a 3 ' 42 W42 � .< <r w � N o Vl + I I 11 11 I 11 Il I? 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L ss I Y NL I 42 13 13� I I ( I P 42 14 19 19 19 I let Nl 14 N Mi P2-42 110 tot 47 6/41 6/42 6/41 6/41 � R 42 41 , \ 6/41 6/41 6/41 6/42 IB��1 1B/ 13 : L 40 NL /4] _ 1 42 14 �— 6/422- 6/41 ` 3 14 Vo I 41 �. _ fD - NL NL �. 40 40 40 21 21 21 21 21 11 21 21 /42 _f -�\\ 13 t5 9 �9 - L-21.29 -- 1 40 I 21 11 2V 21 1 2 '' 21 I 2 I 15 13 _ 41 BI/23 �� 42 1 co -- ` 25 23 4 7! 4 2 s -�'� 23 23 23 23 5 23 25 DIM I'J - 15 42 40 - -- -- — _ I I IT -FAN RE AY EMJS E/3S EJ95 �l35 fJ95 CD E-3 FOR LIGHTING FLOOR PLAN N C - - -- SCALE, I/O"- ,I_oM--- A- 8D A04 .108 !� a 4-�4}_ GONTRA.C.TOR ►-DIST vERIFY PLCT DAYS ALL GLEARAW E5 AND ,4 444 DIMEN51oN5 IN F ELD - - -- PLO r SCALE SHE" TrlE - ' v15 ` c•F,,�� a A.ti TIE-1 LIGHTING FLOOR PLAN - TENANT IMPROVEMENTS � MAY 2 91995 { I I I I I M CROR MED I 11111IIII � 11II � Ii � 111 1611IiI111 I III IIilllll FIBm (i�ANS MADE IN CHINd IN 1 d a x � �Iei01r 3 I i (�A) All . � , 10 r_ _._. _ _ } . -- -- - - - ---- - --------. . -- _ I O �,' < 71 to - I'li �" 10 �` # 1' cr i✓z FIkl I it Job I I _d c�/lf �' pl'1i � MCPl4,Lo -P2 It,t� �PI- 2 (e" _T` I lz�l3 i _ `�J ' -1t..1 l0 1 10 11 9 14 Copy a:iI TER1-4 PI- Np . mH I S aW s 1 (,O /Z W.P, Al iU►..11T MDP-1'5,15,!'1 (3513) P2•,, 7 FU` L D Al 35 A , 3 *e, + y i0 bIJD- 5/4"r- MDF'- I,9, 11(vwb) (TYPICAL OF t+C- ►12,'3) -� (TYPICAL OF' AC- I)Z,3) r Z � .. — — O 7*0 � 0 i I Q P!•y- 9 � 1 I". lup �,PI AT UUIT ! 10 r-► - ___ MCA A 3 48ov- to Oki ROOF ! `♦ `- � _ (TYP OF AC-11=,3) +« 4 di 0 o i MDP-14,1 I$(Zo/b) I { 3 017. + 12 Ca Q -b�4"C. —� ►n�P-1, Z, 30 /3 W.P. AT UUIT - - FUSED Al ZO ArA t S4" :PI. z3 ( AT UW1T 2,4,(�, 9, 1 D MI' 311 O MCA AC I ID•cMCA Ac *�'-1," P F ti8p,v. 30 Q 48oV 3� OU I�ooF !� I UIJ ROOF PI 25 I?OV AT ! 1 I Ato✓E S ►.ik ( / ) IL.- 41V-6'� MDP• 19,ZI,Z� 35 9 I CI1ZTi Clllll F-•� f- AT T/ — 3iJ �t _ 1 30 30 3D gl I UWI / k SPI-12, 14, I(o, 18, Zn ;� (� •,/EnlUl►.C�_ r,p • 54 /'i_ iy1', 7 UIJIT� j ye Z' 10(Z19D 10 _ 1� i [� 32 - - - Z9 ZD 29 p�T`f+"�!F " 14 _. W � .-; -- BIZ 'Zp; I� M$ �MW 4111111% -am. ! �', +Pz ( ✓CP �. 4.LD 10 . rP I,3.5 1 i.i rs -� a Ayt�_=� � 4� an 120v`A�T VT F � �P1- 11,191517 � GO/_11[LP. Al UUIT PI-ZO, z2, 24,21x,='8 a 5T RUGT• VL` ' --- r W J \, FU�ED AT 4S A -- ., -CP- ,8 `' i SERVICE CENTER 5 C to -� Ig, ZO I Z7 - y/t _-. ZB,� �,'O Gam- 31 PI.1?, 19 �� L b7 I 1 040, j9 17 19 1 1 1 1 I 1 1 I I I 1^ { �, , 13i P2-3 i L_ '3' Vz 17 Z77�/W PI 4 3 0/3 M DP d, to, IL SZo • 1T v(TYPICAL) W.F, �b (�0/3� _ PI - S,7 VESTIBULE r -- CASH OFFICE OF FILE r _ _ _ --PI- 1, 3 . TU T LIGN t,l(=►,T: 0 0 0 V RACT NP 1�.T KY/� 48ov-S9T 1N CEILIQC1 o 0 0 0 0 0 0 0 0 20�" I►1 /� 4 F --- - - - - i F'UP_W. INS•T. MY ME_H. I -- - - -- _ - - _ - - -- -- (2OkTI2AC70e, VJIQEO 5Y E•C. (^ 0 0 0 0 0 0 0 0 0 0 0 0-0 pIRE ALARM NyTj� 1 FIRE ALARM AND SECURITY SYSTEM WITH BATTERY BACKUP TO BE -- — FURNISIiED AICD INSTALLED BY HONEYWELL PER OFFICE MAX, STATE AND ALL 9A_rCWARD AND EL TRI: HEA TERS ARE LOCAL REQUIREMENTS. TO BE FURN I SKT, I NSI ALLPD AND W I RED BY 2 ELECTRICAL C:ONTRACCUR TO INCLUDE COST IN BID FOR ALL WORK TO THE ELECTRICAL OMTRAGTOR AS NOTED ON SGHEAILE e_, POWER FLOOR PLAN N � BE DONE BY HONEYWELL. _ 3 WIRE FLOW AND TAMPER SWITCHES TO CONTROL PANEL, - --- -- --- --- --- ----._ -- — ----- PROVIDE NEW AS REQUIRED. � 5C:ALE 1/P" 1'-O" A 4 ALL EXISTING AND NEW DEVICES TO BE CONNECTED TO CONTROL PANEL FOR CENTRAL STATION MONITORING. ALL ALARM SIGNALS TO BE MONITORED AT CENTRAL STATION BY APPROVED AGENCY. 1) FLOW SWITCH. �/ ��' E_3 F��R CONTRACTOR MUST VERIFY IS61� QAT4s 5 ZONES 2) TAMPFR SWITCH(ES) (VERIFY QUANTITY AND WIRE ALL) c-`CSL, %IU'TE—GE eiPTlr�ll— — - ALL DIMENSIONS AND CLEARANCES IN FIELD ,o9 NQ PLOT DAT'1<, A OA PLOT SCALL- • • W-• DgAWN E3�'' Mcelf" FrL CICR 0'L AN �@V NQ TIE -2 OARTMllu 7255 POWER F �,.��T�a3L1�•,,IF� _ .- -- —______-- -----_____--------------------_.�------._ --._ --- - -----_ _ -- -_ ._ - - — _ _ ----- ----__— — __ .___ _ __ - !._OOR PLAN — TEh1ANT IMPROVE�/IENTS 34 OF TC — MAY jqgVI MIC RLMED • 1 1 II I I I I l i l I IIIIIII VIII kI VIII VIII 11III � 1 � 1 II IIIIIII I III � I IIIIIII 1 Fun- GIAN I 4 MADE IN V CHINA IN r. I q.0 r L1i;Klilai.-tL�ug-xim SrMBOLO :� JOA-I 20;277V SINOLE POLE TU66LE "I TcH, HUI'1DE1 L 7rime HDL 1 271 I2'i'liZY. t'MAOC VIT :r5'CH ►,� PNOVIDC EL!lG�RICAL YrA1K RZ(jJI1lD PqR ��! Dr AN T!1Zwi6Y MA�IA60ME1YT Yy ►t .e t1 .OA-I20/277V DOUBLE POLE T064LE 5MITGH, rIUB ZLL. rfPe ISL_ 1222 GOa Sr�TEM el l r'7rOrIDCL T►!pl *ISTItfib tr n� rfJLLtJ►�IND, � Ni 1 ii�XJlti' t'-'IRRQE7#(-Y BAER TTY l IN I TS AT 14' 0' AkbOVB F I N I:(HYD FIA WJR ' OUwmrw 1 he A 2o^-1 iao, G I wtcJ I T -o ems GO►lrwxk >r:r CN3 KvY!i4RM ON AS H1.;H AS POSSIBLE. tTYPICAL) �� ►» �y JOS-•1 20':i'lV T>a4'e w�Y roebLE !iwl TC.H. o k)8eVil, rrpr ��lL I:2 2" P&?/I Pe A 20A-4&0V-9*-4N C 1 RGIj 1 T TO !!A P".&W t O� "RANOP,0C � �. .!'YTRR EXIT a 1 k- 1 l N WIDE A I SLE, I TY P I C L) i MW,4 I Pe L 16+4T I r46 {.Orr 1"_ GO►4rA4•uRs As Pri.1 RAW POW ALL EXlW I()w � 1 J D I S PLAY CABt L 1 GHT 100 F I X7URE8 TYPE 'G* FURN I SHED V.1'M $�T JOA-300V MANUAL 5 r ART 1 N6 ". I TC+4 W, T VdJt1MAL rYVEiQ.OAD 1QLAY-PL V5H AYO I NTVV 1 OR L 16MT 1 N6 A14D S 1 6*DI r_A445 T N:6047 L 1 66471 AIQ E"Vft"54CY P I X TURU I NSTAUJ60 Ari' M I KIM By BLE CTR I C:AL CON TRAC'". AOUNT Mo1JN TrV IN ►rAL L Ar-w 5010'AC.a M UWIEP AT raU I ReW 01I00►b L i ONT 1 NO L I C3NTS AS D 1 RBCTED BY FIXTURE I NSTAUAR. N I RE AS SHOW!.f. D u_Ass 2!1 0 l OR AFI�OVLp) U 40 IKIN CC)W)U I T IN i SWMR ("r DISPLAY (TWIT. S93 AR CH I T9."f URAL. N �l N .. t! :OA-I:9 V DUPLEX IICGE/'TAc Le, NtJDIxL L . T r►"e 9�J D6TA I L. i TY P I C AL) a 'l166Y MAhAAE?!r!T 3Y 5 TCM TO DE AN)OotM (.GNTwpL S SYSTEM e1'CALL DW ~ 1 L) RLYt M I CAL CvW M,_'l'R TO PROVIDE DUPLEX OLMJIR IN BND CAP OF f& SAME AS Ct a-'AteTT MOUNTE;-1 Aeave c OUNTCR A D I 01EC T DI*I rAA c4oN wOl. srsre" "MIS SYSTEM 4►04-L I WL jDt AN DISPLAY FIXTURE FOR C`OMNBC'TION TO TYPE 'G' FIXT'URK SiiEa AGO PLUS PANR'1 uR A.0 NCT "CASA. PAGICAdC C4N7WM .1'41 . INrOWACM AR CH I T'SCT' S L19?AIL FOR MIYCM'T 1 NU. S.-Oe AS 4* a V.0-r w I T-H I NT E6KAL '6F 1 ' PROTECTION Pi Nd.. i NTER 1 Ort TEMrIllI.A T uore SeNbarn ExTZR 1 ow Ti 44 0"AT�IOw SeNsOwob � M 5►/AL L ' I1NCT I ON 80X FOR S I i,N CYC' `ONNf I ON. VBR I PY EXAC? LOCATION WITH SAME AS ;It e.cce*T 2 MOUNT" I�� 6AN6 BOx w 1 TM S 1�atiLE coVeu PN 4P a XTVIR I OR L:064 T 5Er.SOIN 'HIS 5 Y S TT_M Ga 'ROL T*tLATE A!A T I N6/t',0M 1 p-r 5r5TEM AS rCL L AS TVe L 10f4T i w STD"V4A A MOD&4 ,;` SIGN C`GN'TRJICIOR. TYP I CAL OF 2) SHALL BE Pao'1 DM AS PART (:)P "HE S/STeM PON OR-"40-I! A 4fti6 Y V SEIS AICNITEOn"L PKTAILS FOR MOUNTING OF 'B• FIXTURES IN ONE wets* 4rCt1"TACLe ANP oN= DePIcATED 15MATEP OW)UND DUPLEX 5rSTE" TO BE MAW,*4AtEP PRU04 AND INSTALLED DY MO•-04 DVVT*lits 1"e- SUSPENDED GP 1 D SYSTEM. (TY P I CAL) REGE*TAt,Le IN 2 6ANb BOX r4► "H 51 N6C_e C47V" PLATE 800-USA-ftOlTW1 LAY- IN CNILING AT ABOVE FINISHED FLOOR. SEB ARCFIITc;CTS C •>,AME AS 4 EXC.err w1T?I rC.Tlf"10ROOF sII.6te L1PT 6A5ArTFV COvet AND REFLECTED CEILING FLAN FOR ALL. ',AY- IN CEILING IAi_ATiONS. '6PI ' PRC--rCT1ON (TYPICAL) SEE ARCHIT'ECT'JRAL DETAIL FOR MOUNTING OF THE TYPE 'G' F'XTURE c- SAME AS (-. EXCEPT MOUNTED BEHIND VRINKI1`46 PCUNTAIN 1 N DISPLAY F I XTI!RR END CAPS. PROVIDE CORD AND PLUG A':" EACH 5Ar4E AS C) r I TH ISOLATED 6RCUND, HUBBELL -pe 1633e2 FIXTURE IN END cAP ALS REQUIRED (TYPICAL) 6 k\)WER K,LE sEF. POWER PLAN FOR ADDITIONAL CIRCUIT DROPS }4 5IN6LE 6AN6 -r-LEIPHoNE OUILET 5-US i• 4' :oNpu:r tIrTO 015T ,,PAGE --16M?146- C`6fJ,J ' SURFACE MOUNT STRIP FIXTURE AT )' 6' ABOVE FINISH FLOOR TO --- -----I WALL :ENTERED ABOVE RECEIVINQ COUNTER. � SAME AS i �1,C ET-T W)UNTED AEIa-T COUNTER AT Oe 16647 N07ZP c 5 Y'COOL I L Arm P I)( C A T 1.0 vesGR 1 P'r I ON 1� TYPE -K• FIXnRE - SURFACE WXYNTED TC, STORAGE CAGE CEILING. ` ------- _--------_-� ------ ___------- ------ {v� POrVR POLE H I TN 1 -ELLTHONE OUT'LET5 AND 3 VUR.EX REcE� -------- -- - ------------- 0' --I ONDUIT DROPS TO DISPLAY UNITS TO BE PAINTED WHITE [IY E.C. d' -6' -Ad-L. HUBBELL PAX-O, 641 REMOLD AMDTP-4 OR CQUAL A 24"6712 . 001E LITI,4MIA 6 - 2 AMP PL.JOR PIX C1+A:N 40ITINT AT 217V t TY P I CAL) ANOD I ZED ALUM I NUA F 1 N 15H) OTl OUTLET 15 -d BE 1 50LA-rD N246"O-6E'D •!t 6KT '4aTm Pw'Om s7wt c ruw! ALS TYPE 'A' FIXTURE MOUNTED ABOVE ELECTRONICS DISPLAY FIX'i")RE 6ROUND T-we r41TM veDlcArta CIRGu1T Two OUTLE75 AM! 5-ANDARD FIXTURES 10 BE SAME �-e190,ff Ar" FROM STRIICTuR6 ABOVE i PtJRN 1 5►•lD W 1 TH r-JSC Tw!QM J G DAL-AST P0Vr_R Pr71r N1-1-4 GOt- � TiONS -0 �JiCES IN r_OI�NTER -a.,IDe ------------------ ----------------------------------------------- -------------------------- MOUNT IN JV1r�T SPACE FOR FURNITURE SICK VERIFY F.XA1T KNOC.r.Ou75 'd + DEV ICE'5 IN COUNrM AS Re'aU1ReV HUBECLL D 3-11`406p» 1714 'LI-Mi(N1A 7 ■ 2 -2 LAMP r-4M F. K7URE SuSPe1m: 2-1 TV WCAT I ON IN FIELD. -A Y-O w:REMOLD AMTC-4 OR Eau AL J/O/IW 25P6 2040 PROM 5-1L4lVft WITH CARL I! AND WOUM' DENO^FS CIRCUIT TO BE WIRED THROUGH EMPLOYEE LIGHTING --_U_LAMP Al2-2T'-e5---- -Iti-6RID PCR AAGHITCGT'S DETA::y CCNTACTIOR Cl INDICATED ON PANEL SCHEDULES. tTYPIc:AL) . 9 r•P,•�' *,NCTiON DOW SIZM PER tie : - ----- - TA AND suPPrJRT�n ;'.rt:PENDeTdT rJF ------ --------------------- RUN CONDUIT ON INSIDE OF BUILDING. NO CONDUIT TCI BE RUN ON - r-.ONOU1T 5-5T7=M DI 7-P405ON55 ;'LIT"MIA SAME AS -,rT•e 'D' e■GerT mou' '•ry tN 2�-Tv EXTERIOR WALL (TYPICAL) . 25p'" 2'.•40 JR'rIMA &_ CCILIN6. -4V,i -PUT- 9 POLE RJ.�IBLE DI5CarMECT 5^1 TCH n: F7'5eTRA•4.`. `j:ZED AS NOTED :1J-LAMP A 2-2 '-E .')R Ar 1256 OF ACTUAL MOTOR 'LAMBP A-F RA7:N6-5rr1TC.H AS `.J'FD ------ -----.._--- •- ..-_._--.-_- _- -____ ^ P V[:+4CTE'S H"-' -1_ O -I-.GLINTED AT EaUIPMENT G 4-5404 44F4 �:T"ONIA J X 4 -4 LAM} PLjOR PI!�'.a RECe&S 2-1-V P :'C*40TE'S Na, FLS i BLE--MN'TT-'D 41 :►•+ENT Cw-r14 :Sf'6444-A' J C5 "^,NTED :14 6111110 Ge:L:N6 J -- ------- ---------------------'..-------------------------------------------------- Q PY1I RE17 jN(T G/M'ROL PAi4FI--C40t TO C T AND MINE PCR �016jiPS N 1 0. '.•S r.- OOM 300`4 -I TF+On+I A RECESSED H 1 D POhI-I L 1614 h,->•+ :'I A6RAMS -ROV I C'e D 15C•01-U T 5"I'CH A5 4E'0U:QVD BY N L' _6M- 0004-I"I"-5 PWI SHAT I G -ENS r -_---- •-- ------ -- - AGK 277V ---------------------------------------------------------- PC`WER FLOOR PIAN Lt A, ' MOTOR Ca7►d�-GT 10f AS NOTEp_GONNeCT W(TH FLCx 1 BLt OR 3Cl•LT i 6MT F !0&4 i55w LI-.40NiA rvA�LL P ,PI <TJNE W,TIH IN't61tAL CONDUIT COOLED 14071[9 t -r fao9T A- "' -4w 'w oo00m FILM-- Pr+o----I AND BRONZE �;�"aT1eG' EON 6 /ITRIPY . or*:P'! � E ,RNI5• D DPL F Y /OR 5TRIP1 W mdRS B" ^:SPLA Y -----?O r�� V �;'�, F I JRe "I XT tiSTAL P I aTuRE INSTALL_ R, L,EN69 T)p AS 5MOr*. i J V RUN CONDUIT IN CENTER CF DISPLAY UNIT '3EE ARCHITL=nW, (ur'l7 170/206v -3 P1-tA15E-4 HIRE 13EG7'RICA_ 5RANCH CIRCUIT -ANL PROVIDED E c 'o A1RE AS bHOHN 1 "ROV:De ,.AMPS, M. , , DETAILL. As REQJ I RED S. TYPICAL) 277/460r - 9 --,ASE - 4 w1Rr EIEC-RICAL EMANCH cIRGi,tT RANEE ----------------------- •----- •-------------- --------------------- -----------------••------- i V CONDUIT DROPS TO RE FAINTED WHITE BY ELECTRICACQNTRAC ,R H I•'JOOI'1 R40 QMH P►,�E'Tl! Y DO64 CK -:67 H:rN 1ITP-*RAA_ SMI'Crr '20'/ � (TYPICAL) GONDU! ' RUN E XroSiv. aVEW4FAD, GONE E.AL M ABOv e G E 1 L:N6 Olt 1, DL-I NG- M AND 4 2' Ri'J1GH ARM SEE ARCHITECTURAL DETAILS FOR MOUNTING PLUC;MOLD IN DI:;PLAY - - WALL CR bS0-tATGHe5 VE-NOTE NLM5ER OT 0'2 Ar4b cofPLW c0►JDUcT<7R5 p(__4J_ARM yry 3 �NL.L-.5) NOTED OTHEW)415E --------------------------------------------------------------- FTXTURES AND END GPS. PLUC1►iOLD AND LIGHT FIXTURE:i ARE I "---"-"--""-""-------"--"'- FURNISHED WITH FIXTURING. ELECTRICAL. CONTRACTOR TO INSTALL AS 'A !2-P bT12 IMA L'Tr4ONIA a' - 2 CAMP STRIP P1.3OFW_m EN'T P! (T•;RE 2^7V C4C INCIDENTAL MOUNTING HARDWARE AND PLUGIMGLU PARTS REQUIRED FOUR �TBOVE cO0Rs T N�11OD OTF�15E UNITS oll 01ALeD I______--lcrvr+4-----1--------- G-24a-L, WALL 6e NTMCA6C Mt GNO'rM6 MTD :N DIRECTED BY FIXTURE INSTALLER AND WIRE AS SHOWN. PROVIDE ALL - �- GOVL�[ ABOVE C.lAvDlJ1T - CI►.OSSHATGrIE"-� DENdTC ^+U1+eE1t 01' •,2 Aw6 I 1 I 1--------------_ 'STaRA6E cA6es AS No•*L'fl --------------'•---------••------------+--------) A C'014PLBTE INSTALLATION. (TYPICAL) M 12SOM 124904 -LITMON1A -LON DAY INVUSTR1AL P1XTUR,` MMWTM 101 2'?w 4 POWER POLE - SEE LIGHTING PLAN FOR ADDITIONAL CIRCUIT DROPS. T DAY rte CLOCK wtTH CARRY a/ER ,S 5PEG1PtED ON LrvwtN65 IM-H------- _---- xL`2SOM-��a-- -eo^TOM 010 `,o1ST WiTH Leres 5 LIGHT FIXTURES FURNISHED WITH COUNCER. ELECTRICAL CONTRACTOR TO PROVIDE LAMPS AND MIRE. (TYPICAL) C' a j GONTAG TOR - AMPAG 1 TY AND POLL'S A5 NOTED H 1 714 NEMA I ENCL05UWE I FUR'N Al ;704 1 L I THON 1 A JN 1 VeIRSAL MT6 eMe"S EX 17 5I6N MV 277V © SEK ARCHITTI'URAL DETAILS FOR MOUNTING OF ALL DEVICES IN SALES ELJ' L ►, GTRIGALY MELD WITI� UNIT I ;P2XS►�R EL 2"I•' OV COIL AIeEOryS AND MT6 1 *4 iMRL' I -- I I MARDAS 4QJ 1 RED ( I---- -------------------------•----- ------------------ - -----_------------_---_---- - CYxTIfI'ER. rfPICAL) •] PVS F JTTON FOR DOOR DELL. EDNARD'S •6'-SO_ I I FUR N K/ I ---_ I L i TN4ON I A LOH PWX P1 LE DUAL HEAD E'Me1te�+GY L:6047' PTT. 7Q JUNCTION BOX FOR CONNECTION PO AUTOMATIC DOORS. WIRE ALL I V IuNlr I 'ELM2 MOUNTrD ON rML_L OR COLUMN CONTROLS PER MANUFACTURERS WIRING DIAGRAMS. (T'fPICAL) DOORGH1ME HOUNTrD AT 12' DetOH PIN1SHED Ce1L!146, L^JrTARPS 0211 ------_ _ --_ ---------- _ _ --_ --I a © PROVIDE 5 -0' PI.SXIBLY CC lDiJIT COILED AT OUTLET TO AL:� w FrDOO :R 1 Irumm. A/ I ---- 'LI7"HONiA LOW PR[IP'ILE DUAL HP_A.D e+e+tsel+.Y LI6HT1 2-17V MOVABLE DESA SECTION. MELD MEASURE LENGTH REQUIRED WHEN © TtSCLL rRANSFoiet'It MOUNTED ADO2 celLlNb dit ON MALL, !I`1^IAIlLS •SRO I IUN1T I C'LM. PeT4DeT•1T MOUN""rD AT BOTTOM OF ,gyp i 5T i COUNTRR IS INSTALLED - TYPIC'.L OF TWO (2) . �jr-X=W SiNSLE C:WUI T PLU6MOLD OUTLETS AT b' O G LET16TH A. SHOHN I I P`URN K/ -- 1 L�1ONf A "ON PROPILe BATTERY PAGKREC� PL L -CAP lP6� i 2'-_-_1 9 ROUGH-IN FOR XEROX M�IIn, 4 .5 KW, 108 VOLT, 1 PHASE "T I ILIN Ir Tv MOUNT ON F1.WTURe'g AS 5t-101W ON ARY.r41T'rCTURAL eLt. IGks L4� , --- MOUlrT D►NICES AT .42• ADM FINISHED FLOOR. (TYPICAL PLL6YtiOl� Is P'JRNISHIeP B" Ft [PURL INSTALLLit t 1NSrALL.ei+ 9Y E c ROUGH-IN FOR BALER, 14.4 FLA, 480 VOLT, 3 PHASE. �rrrr j51N6Le C:W.UIT PLU&MOLD - OUTLETS AT 6' O C LEN6TH 45 5HOHN NpT�, 1 P40UNT AT .54' ABOVE FINISH= FLOOR POR PUNCH CLACK MOUNT IN ENMAr PER ARGHI TECT5 ELLIVAT IOY + PLU6MOLD 15 PURT11 SHED 1) . ALL R UOPM5CrNT LAMPS AND 5ALL.A5r5 70 Be WATT M:5M TYPE . MOUNT OUTLET ABOVE DOOR AT 9' -0'AFP FOR. SECURITY SYSTEM. BY P C XTU1te I N,TALLE R t :NST ALLCD BY E C. (TYP I CAL OF S) s RELAY POR L ONTT6OL OP EXOALJST PAN G I RCU I T W 1 T}• L 166475, 27 TV COIL NO SUBST I TU-TION PRoM THE L i T}EON l A L 166471 N6 5PrG 1 P I G AT I ON A I LL PANEL, 'CP• AND POWER dUPPLY FOR UPS SYSTEM. R AND 120Y CONTACTS. MOUNT AT FANS 2) . 4'X S'X :.,'4N TELEPHONE BACKBOARD. DC AL L.01'!'D. CONTACT PHIL HARR'ZLL OR KAREN DARTLI"r A'T GCi►�-I DAT1•� ELer,TRICAI_ SUPPLY (boo-670-2'T i e) TO OIRPEW L16+47 P 1.<TUMe PA,GKAoIe JIIN TION SOX FOR EMB OOWML AM PHASE (.OSS TRANSM:ISR AND AND ODTA I N PRI C I N6. PLEASE FAX A COPY C4' TFC L 16H71146 SGL-MULE W 1'N PHONE OIftT4ET. VZRIFY LOCATIOK WITH EMS CONTRACTOR. OUANTITleb TO KAREN DARTLEr FAX NO (216) 416-4440 15AxD U''oN OFFICE MAX NATIONAL ACCOUNT PRic(N6 2o AMP DEDICATIA9 OIT!'IiT Pat TON MOTOR. VBR I PY EXACT :�C?CAT T ON O WITH OFFIC! MAX PRIOR TO ROUGH-III. 'SI ALL REGCyS DO►N L 1 br{T5 -0 Be F1eaV I DED W i TH THEM-IAL FROTCGT 1 dN CD MOO1fT DE;VI CE1 A80V1! CHSQ-OtT1' COUNTER AT ♦4 2•AFP. (TY P I CA' ) DEVI CE8 ADM COMM TO BE AT +360 ABOVE F I N I SHED FLOOR. NOTES 4) . ALL F 1 Xnnt!S ARE T,, Be SUPPOWTeP i NDerrt4VeN7 OP 6R I D Ge 1 L I N658 � (PYP I CAL) ------------- FitOM T re '.3TRJC TU'.E A50YE' FROM ALL FOUR CORNE" A TTAGH w/6R i D 20A-120V DEDICATED OUTLET POR COLOR COPIER. CLIPS IN LAY-Ir CE1L1N65. �. FLUSH NOWT OUTLET IN DRYWALL CEILING. VERIFY' EXACT LOCATION 1 . ALL TO"'_e 5AITGHr'.S ARE TO Be M_U5H MOUNTED AT 46' A F F TO 5) SUPPOP'T ALL - rVE 'A i AI ' FICTLRE'S PROM ,rO15T AT -14'-0' APP ♦ /� N I TH SECURITY SYS; INSTALL R- BOTTOM Atp Be FROV t DeD M i TH A Th�r'LAST 1 G Govrlt PLATE Td MATCH M I N i i UM A9 '4Mj i RICO w 1714 GHA I N5 POR UN 1 Pomm MOUNT i Ne s-e 16HT ® AT SERY((3 CSN'T1ZR P.IXE�LD TO BE o'JRNISHED AND INSTALLED BY DE'vlCe JN OT450415E Spec1F1eD. COLOR re Device TO Be �q C T P1tr'N 1 DE AL SI-0' UMeNTAL MOUNT 11.6 HE 1 604TRZ' SOT 1 RE9 FpR LAY-Ol1T 4+ SrLe1GTrD BY ARCH i TrG7 3id"f4. I F 14 -O' UN 1 FORA MOUNT 1 146 HE1604T 6647 i S NOT -OSS I DLC, C ELECTRICAL CONTRACTOR ANOVE COUNTER. MOUNT RF,7APTACLiZS BELOW COOKD i NAr 1 MOUNT I N6 ►CCI 6647 ?41714 ARCH I-ECT V C COUYTm An DIRSICTED BY OPTICS MAX. PLOGMLD TO BB S I NGL& ALL FMcEP'TACLeS, TELeFMdrr, e7C ARE TO BE _uSH MOUNTITV AT 16' V CIRCUIT PtAXMLD WITH Ot7A IETb AT 6' O.C. , LEFIG TH AS SHOWN. A F.P AND BE FROV 1 De'D M 1 TH A TI,-4E I•LA5T 1 G C4CNeR PLATE TO MATCH 6) . ALL DATTT RY PACK JN l TRS ARE r0 Be MOUN'ED AT .1 4' -O' AFT' OR AS � 4 N I REMOLD 8=1E8 2 000QB 4 TI-E VIEV 1 Ge. UNL&55 OTH"th i SE 5I'eG I F 1 eV COLOR OP De"/i r..e TO BE H 16H AS t255154.1! Pow MAXIMUM c4yvrRA6E --- W il.L. RECESS POWZR POLE `M TM 13Y AR H I TLSGT ALL DACK-TO-BA 1L: VEV I CELS TO BE OPP5E'T POWER PMAI� G1OH REpT g. HORIZONTALLY 6' MINIMUM T) eL5CTRI;AL 51..CGON7RAGTOR 15 TO PROV I Dr T i Mr SAME OF Del 1 vrWy TIW,<(X364 WELL SO THAT (A( MZM Art BELOW COUN'THR. VER I FY ALL FOR AL'. L I Ern P I XTURE5 r v- ® RE= !'8 WT 'd OPTICS MAX PRIOR TO AfXlGH-IN. 5 THE EXACT LOCF LOCATION OALL SM17CHM, OUTLET'S, E-'G ARE TO BE .UNLET OM ROC4 FOR COMUCTIOO TO YLBCIa 1 C NATER COOLER. GOURD I NATrD W 1 TH ARLH 1 TeC T OR ^5 DETA i LED OR D I McSIS;ON= ON 6) ALL r Te 'M' r-( [TURE5 ON N i 6HT L 16o-4T C I MGL i T TO Be F1tOV I Dep w I TH ELKTR?C" CIDNTR)CM TO MIRE PER MA9 fj%.CTURJM8 WIRING 00-MIN&S V+99M APPLICABLe. alAMr Z 1eSTR:ICL' D IA RAK8- 4. 504I Te-HE5 AND DEV I ceS, TO DC AS 5P'eG I F t eD w i TM ORYANT, G i RGLE F, 4) Al - L AI PS !N 5A4_E5 AREA TO BE b C 50095 OR EaUAL NO EXCEPT I ONO I 2-4-C WIT8 PM-L WIRE BELOW Cat m FROM PAD MORJNTED 1 q.JWS FORMER SLATER, OR P t S AS ACGEFTABLE: AL TERKATES f'Uit +O) ALL 51NLbC LAMP FLUOIQ'SGeNT F! K'UIRS nim'! 'b' ARE TO Be 7ANDer4 TO ME'1'DI AND C.T. CABILWT - ONR (1) CONDUIT TO BE S PARE. 5FeC 1 F I CAT 1 ON 60:ADES 1'11 RED ►f I TH 7 LMA' BALLASTS Wl•eN !N GOVT i 140005 MO'riS AND LEE'S TW.N ELECTRICAL CONTRAC'4'OR TO PROVIDE ALL TREMCM AND BACKFILL AS 10' --0* APART REQUIRED. UTILITY CCKPANY TO PROVIDE 400A SECONDARY FEEDERS. VER I FT ALL REQUI RMIOR B WITH ETTILITY COMPANY. UTILITY COMPANY PAD M UN TED TRAMSFORNER. VER I FY EXACT LOCATION WITH UTILITY COMPANY. CONCRrM PAD TO BE BY OTIMRS, NOT IM THIS CONTRACT. Kr M AND C.T. 'S ON WALL. (SBS ONE LIKE POWER DIAGRAM. ) 400/I MAIN SERVICE SWITCH. (SRS ONE LINE POWER DIAGRAK. ) UNT 1- MOSESITY OLM"T AT ROOF HATCH. FIELD VERIFY EXACT ® L:,CATION. 4• SCHEDULE 40 PVC (\VWUIT 110 TELBPHONB COMPANY EXISTING 4' SgRVIC= COMMIT STUD %ITH PULL MIRa. VERIFY EXACT LOCATION OF --------------------------------------------------------•--- 'L'EI,i>PIIDIfi ITTILITIEB E'R78 PRIOR TO BID. I ___________________________________ _..____- - ---------.-----_- __I ►Z- F,LE'G Tit t G OF-A T19" I --------I ----------I ----------I ---------I --------- ------ -------------I -----------------' --------------------------- - 1 MARK TYFe I MAKE --- MODeL KJ^1 PAN ELECTRIC i 51 ZE I RrM,uecS � I I --------I ----------I ------ ---------I ------- ----- -- I ------------------------------ I DD/A :MASE I 42-MAW aw-2&72 261 1 NO 2-7-7/1,60 1 SO' LONG I 9 I (BOARD ---- I --------I ------ I------- --I ---------I --- -----I ------I-------------I----------------=I ---•'-------------------------- I OO I eH/A WALL I a-MA10G AYH-420"171 J O TIES 1 217/1/60 I 16'K 20' I J I G I ---•-----I ----------I ----------I ---------I _..----- I ------I-------------I------------ •---------------------------I NOTES. 1 H I TH BUILT IN 71•�_ rA° M!T1-I OFT POSIT 1 ON AND KA1_L SL1CLNe. 2. T AMP eR PROW TIATR4pSTAT A 1 TH OPP POS i T 1 ON, A1eGH 1 TEGTURAL 60I LLE, AND Y'1AJ-L SLEeve. ��- 3 MOONTM7 ADOVe DAA OAW1 . 041TH aJiLT 1N T1-�TAT A1TH OPT POSITION, W IISOM DATA. A oA J084a Od-SAS-,R SLOT DATE- A ti4 .:vION ar' S+ii i T { `Q A`- 'C - 5r+EET NQ Y TIE-3 i ELECTRICAL NOTES AND DIGRAMS - TENANT IMPROVEMENTS 1 pl,kr MOUTr, 7285 182 -- - 111 A 35 Of 70 MAY 2 9 1995 (1( IMICHORLMED4MADE IN 6 FIAFIC- ,04145 CHINA IN F05P ft I 7SK VA M_CVR PWUWCV -39" 0 t TO 2vOY/1,1'v"-so 4m pq 4 000amICm PW04 Oy 5w. i 402/0 2 U • T IMU69 Ab ,r,rrw SOCKrT a I ap air Apt I 911PIN 4,N I C T 10 ANEL ILI Ca , '*,*ft FO LABII'M tw BIT e C. am rvi-ep �_Ll Mori' 5f"I"t 17!C A T 1014* 400A v T I_; T1' CC _0 MARN 1504 4 1 N51 I CA'JNT44TOR PM SIGN f L IM L_WESWSTM 1111 r'MIPY ALL r I i AMC 204 2-P, CA14OPpf Lr6 20A-611" C r ".Aaf. n 041 '14 J I L.I G. WWI OR TO BIDNO' -6 0 1 10 Cu TO If --t-6 6. - 1 CIIIJ I LO I N& 5 Tr-EL 4 JO, &OA III .4,00 C4EWTV go S IF2 4 Iw4 'Cx P POW C;Z� Bbl 6m CASH..MW TO CA" W-M 1 m 1 N6 C PIArM MAIN 0 U-VAJ-1m CIO A" ww to m powtApm JIM Wwwu4g,T 04 Co TO at %MW BY 01"Lf-^A AIV ASTALLM M Rm f1ft Twx_#t 1:4, 'RAL 10% NMI. 'PW5 5,y r Ramw;I6 twA4v**,A,*WT PU W jw)" 2 4 1504 40 P`VC 5M L" 6RAPe To CAON"'AC114ft ARE r_ft_w1C^"Y ffyw&-,�S SmtTCm A!L-jmC T:_:rY CJPIAV MOUIN�� -WAN-poRMM AmD UN"t"TES To N Of M2r-TWJC-AIL Z01TVACTOIR �ITH FOULL F4!W (! C _U PIRO"'I:T ALL C��AC.T 4II1WA4;'( AND vOLTAW AS 3) M&MKAL CANTRA41I-4 To R"y -XMWATI! A" 'IREN�4 AND BAC0IrILL /":" '40'rP 'AIIJAME V 6009 OR ASCO, W12U IRVONT5 141 "14 Jr I L I— GO COIN-ROL CONNEC*rION BY EMIS CONTRA4-00 AJ 4" CASTS AM MLk r13)PM AM TO BE WAAkW IN "'Impews To fw 8` T I I?Y _A5p4 4NE1615-r" _OC^-jONS TOR'S comtottcr 4-%%W KAIIIIElmIoIase c4tw"k Ajw_A '0 BE WIROITIMC�m BY '" -5r57em To w -*&f TO et RM By H-f',r TRK.4 XWMAC,TOR COCZALED -4OC#-'^5W PIRO" DeL-15C C4$4-^C- LAS 'IN STIZ 4�.IjOt STULA JOIST SPAU AM 44W pARALLa ONE LINE POWER DIAQRAM 51-AdCL AT '600-654-26SO, 461AIL_r.) Ards!"ageV UL49 10$T%IC'tft 90PORT GAS NTH 'Z-S OR BRIDAL 110"A %FPCIRT AT 4*-0*OL*., Y� SCAi 6) TW LAYOUT SHO*IS SC4!P"1C AOV EXALT LD.;ATIONS WIAZI N VOIt"W W rot PELL. v4rwVftE 1't V(pqtWNWj pqXQ To 0aJbp4--,w 0-CABU 94 At'Y-64 AM wh%Llh rrt 464f W LIP "I EK-V60N CABLE iS To I* With --act(AT DRCFFTD FROM T*CtILINIS CC$*To TlJE cotw-F .R .o-REgiiSTER 16 ANA 04M TW PW PC IMSIVIM. TIE FEKAU CIA,7 JF rW EX-BGICIN C ARI IS to BE MOI'VW DOI* I SCHErvi FOR PAMIL MGP i%'^OL 400/2?7V PHASE 3 ant.4 VOUNINQ U)NIACK #'JL*AJL MWASE. 3 WAS~ JIUMA4 'If POHM PCtf AT 5MW UMM to v6M TYPE I-UK z 6fttsTm III HK-L FL-sm1ss MAJUS 4WA MLO, AI PSI WCA FANS 2"0 locA atiltMO "PS C. �_ --- 7� �_,�. ZFPW DOM rW pOKW Law f.'A &.WIN 1A,!I, IZ M MALI UNftTOR !S DO V�A 'Ile QUMTIM fttf AT r4 5eR"U TO rit CABLf 15 RIMll A hC DOMS 12 t 20 t 7 20 t JO k.006 fle CZILINS 0�911 TO'If P(MM POLE ILQ0 1 20 20 �A— PHASE Loss TRAMUILFIXIII AUTOMATIC DOM 4_ __ Ill 72 720 3 p#M Rft#S1TR$12 NV"IMEWDE APV TW AL)f0MAX 1-20 S P9'Vkf -*WTOR IS PROPPFV VC*#4 THAT",L --Lot' 1 —0 30--3-1. (CH-A a TV OUTLETS .10 t to I I-$- Ti""'c 'S Tiiiiapf- 4 10 T. ,NLLwt, 14 MALE �.�TOR 15 DROFFM Dot* T�f po"N 'I w` 4 PrU 46M RE615MR5 11`2 1 "RESIDE Tve �Aaj f-43 A I __-A_.. _ —1c VLIW ALON&TIE Cf]LfN6 ONIER TO r+4E PONIN ROU 10 13 AC-2 20 3 12 1 AC 72 1 20 15 ;-41- of 10 -LAW" 4M W6151ERS"AIC 05 W:50f A#V r+fE 1bj ! •, - 91,tALE C0#45_e rM 5 VROPPEV X`11* THAT POU. wib�T —_ 72 9 20 17 —C to t _*A T AC-3 21?a 3 33 90-7 20 if 20 20 12 fttuqh10L0 1. "Aa.L%TW MALE C-_9WTOR 15 PROPPM Dow* roe Pov*R �-v " 0- 1 90 3 4146 PANIM Pi a 1112 11KCV1. I PJLf MBR fitt*fSTERS 64 1 05 FtE5M r4 CAaLf 15 cl 24.- 1 22 10 t so __ - — n lii� 23 _--c 4 20 1 RLM ALONG TW LZIUM6 OAN 10 TIE 6oII"T 5r.e.qV '-fS A-•- �L_ 29.16 1 1 — - .20 1 20 71 A— 28 20 1 to ';C-4 *Is -3 J-WX KOW RE615TERS 46 RESIDE AND r4 '5* _.fA!!q1,L 0 '7-—20 —14 .12 s'Aa20 to c 7Ta za 1 1.66 i FV041 60OWTOR 15 1*0"TD X0* THAT C<:*QMT CASH REGISTER CABLE DIAGRAM A01 A— 32 !ACEWA#K 1 20 31 A— 32 20 1! lam ",-ALE: 1,, 9' 313 --t- 34 WAK SP.ClE 0 20 33 -01- 34 to i to 35 ____c3@ SPACX SPAM 37 A 34 20 is —C, 1-002 Mac—me SPACE JS -51 •0 SPAM FN I!=::d 5PACE PA04L P? fT SPAM L 3 too c L41 GROUND Bus 0 Bus LROU-N- • P&40TM LOCK-ON CIW.UjT "PV_Q jW 1 ND I GATE 5 eMS RELAY C41NINECT I ON Ty7w I CAL) Fon r v4n- L FWASL 3 MIC'4IdOUkTWQ SURFACE r011Pusel- P 2 Yw"E. M,-20V PKA%C 3 vw TIMC,Mmu 1AAAM, 216A M.L.O. 111.12SING AW! 22SAI • mamil"m x"Aa 1`111E.Now MAJIMS! 10CA KLOL W211" Awe 10011 VIA I SALES Lmi 176 20 1 A 20 1 3.70 1 6M KAMM—- Y/A P A AMP P ViA UaKfwc 2 20 1 20 1 t 20 1 SALES X24 SALES UaHT"Q 2 (2)CF-A —il 3 so gm I %ALES UGHIM I SALt3 UQHrW (BOUVEP _L�._l A--c 0 zo 1 3.20 SALES UGHTM 2 3 WCEPT. to I I SALES UGHTM(pywymn 192 1 20 7 T a-W-1 2." --ii�UGNTW 2 to 1 39 3 MCI" 36 1 to I 192 -ij 4 POW CLOM .. I SALES UOITMO DO 1 20 9 -11- to 20 i a to 1 .10 STOCK AK UGHT"a 20 IT --c 12 1.44 1 " 2 10 to 1 1.00 20 1 172 SALES 54iTwa 4 TELEPHW *AOMAW 20 11 11 20 1 1,00 %gem 20 A--_ 14 20 1 1.40 4 a Kaffs" sysitm SALES UQHIW 14 20 1 1.00 7 ___C is 20 1 SPAM a atl; to 1 1.00 120 1 20 is ---1!-20- 1 0 HOT NATO MCA= 1 20 1? n 104 1 20 1 7-i; it 2LOO 13 :F:: cl is 20 1 -QPM'rf-CA /// 5 SALO A 10 20 1 0 SPAS- 0 UPS 3.00 1 40 1@-A— " to 10 0 120 1 20 22 20 1 WAN INAWES _ _ _-T— SPAw__ 0 1 20 tl 9 22 20 1 111 _Y --C 2•-20 T 3 1) RLL POW 7C BE PE!WiW�p�-AM CONTRACT. SALES L)amlnma 7-64 1 20 23' 2PAw a 20 Z5 IA-- X 20 1 $PAK a t 20 Z3 CACU TO Elf PJW_K�PROM AND WALLED BY L I - SPAM 20 29 A— 20 WAK JNISY15 WRII20PIArlom. GAeu ed SPAK 20 27 J--g- 28 20 1 SPACIE SPAPK a 1 20 1 a WAN SONTAI[ST. PEWS COLIK -FW-W, dr7_W1 WAN 30 20 1 SPACE DOCK UGHTS 1 20 27 -a- am 20 1 0 -f,74—m 20 31 'A 32 20 1 SPAR( V_ 1 20 29 —c 30 16 1 0 WAN ]PAC[ SPA" 0 ?a I A— 32 20 FA14 0 1 20 i3 J. 20 7--, 0 SPACK WARE VICE- ww 33 -a- 34 -20 1 0 2j kAX10-44%WJ_Vfkb COItVVT K4_1 Fit 5,J-WXES ji —C PAZ 0 -1 26 a 38 20 1 SPACE 5 CAMWV UGHTINO A)V CIL-.'W PLAre5 To 9E FY ftr�r 79 —c TRX.AL C4ONTRAII'ToR L L_ 34 20 1— _..--SPACE 5 a 47-'AmE Is (2� WA t 20 A-1 34 20 1L 20 t 120 loc 1 20 30 -9-1 20 1 OFFICE L'GHTING 5 110 1 20 1 6 _21-1- 00-A !!_+_=�L - 5) EiEGttt2CAL C4�JII(_TOR Y'O RA-LT COORVNATI! &L MOW ___ 1 4 .03 WPLAY UGHT111111111 L 20 1 167 4) ALL :-6rs AmD m-ATEr 9ts Am To or wAiveD rw \\ 0 5 1 _20 41 —Cl 42 20 1 152CTRICAC.�.WTRUNJTOR15 W%TtACT AMIOWT. GAS 02 GIROUND BUS N CABLE TO Of RIM tyy'"SYS CORP. UNI'RACTOR COW-ZALEV ROUND Otis jb, �,7-_--.p Aj S1 %J. W JOIST SPACE AND RLIN PAPALUL VV PERPOVCALAN TO 5T%jCTISM SpPORT C.AJU 74TH IWAI. RI'MI&S AIV'S!JW00"AT A'-O*OL. eP) -AaLf VYLETS%401*ON Dt*4~AM IN^A-XT`IM TO TMOSETZD J' LOAD 5UMMARY 5"Opto ON POP"MAt 5, -6 1 1) 'of L^Ygff SOPOI IS 56"iATIG AM EXACT LOCATIONS to BOTTOM TO" CAW a FA�$ tICT (TI!M 01, 7 'AL KVA W=Be IMMED IN"It HELD PITH Oprice M�P"tSomm _4" L 1) ALL BRANCH C I RC_U I T' 5REAKr.,RS 5HAL I FwJm TO waismLft BE BOL r-ON '•V. II AIS AT _-O 6) ALL VOCL_Mk3mm OMES AM TO BE MANSIm M11714 L I OHT I NS 441`1 FACA PLATES, I POLE " -5*C H I me, J),4-e5s CAME NOITIED T�GEPTAGLES 111.74 :2) . ALL 20 AMP C:RCU I T BPMAK.ER5' USM 5"1 '(,Mft SHALL W UL-500 RATr!D ANQD AC UNIT dO- 3,) SOJ.A� ae MAI '50V* ELL20. HF-AT rz to PVWV?Pe SPACE'S WITH MOUN'TIN6 KAIRV- MOUNTM AT r MARe " PU"nJRE BIRMAKEIR INSTALLATION MjNam CLjXK Vc Kk-,. 4) PANIM-5 TO Be MANLMACTUMD BY SQUAM m I SCZLIANeous 36 5z No 5nem, 4a - *P* (OR APW"AaVJW EIGIL^L) MJLT,�4 FLU5H WTO JCAST LOCA AND KEIftp AL I KE TI-e 014TIRE SYSTrM SHALL De MA-LY 000M(KATED ('19Y TI-C MAN1I"*Ar_TLffl4W AND TOTAL 44 El MO_ RNOPM comPopc� SF C I RC4)I T 041 TH- lt:�Z__ Q"Lc STAM RAT INS PVt(),VIDM r*4.,M ppANM- WAPV. J III �p UNISYS CABLE DIAGRAM Bk� ISSUIE DATE SCALE: 1/8' JOB No. zA-''.65-2,45 PLOT DATE a Q4 Pk.CT 9CALIE 9V*TT TME E_r�: C&A. ,#C-" TIE-��41 ELECTRICAL NOTES AND DIGRAMS TENANT IMPROVEMENTS ,"A0Vts4 72-" SUPIGA 01152 70 MAY 2 9, 11191, MICHORLMED I 1111 ; 11 111111111111111 111111 � IIII111 �ilil; I ;lil ' I� FIWX- GI AAS MADE IN NA N A CHI I iN r7y IV 'I�A C I &A ��700 _C 30 '20 2 _T_ pppwm - - - - - - - - - - - _,,,,,,...�. mummamltl ••....r..A, q �11� .�........-..� � I � l"� t.... _., •.+ r L ", 4----.--- . •...-...- w %. �� 4.r Iv __.�.._....-........_... —1 j' ��r. sgi " A0 `.) M.a a .� . g11hv ."(I n Ae~ '.1► 'wow Ltr>t71 1Titf'1 fi)NCI�IS MONO" ,ALX VK.E NM/tArFJA r47T011 AtIANM TALI t ,M' K lISfA11RD w nt F�LLi*tI >� .4 " LT'VV!dADNb MJ M&j) 1i MC11LhM6 AL AMYL MNII K PEER',FR•4A*9-tl4,ATIOM (T5 ot6MltS GJ N,fAtCUAII f ''~--.A I'M ILA!'L/AT "PAIL ?W 04U ~ I4-t •1A, .AA1r' t AL1 •,ILA1k1N`ILMI. 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SIFT TIf316105TAT JRIFIC.E.K•S! 165 PE6REM P.Elf•6 AAS MU, .19FTILATW f31,1.J5,/t'HALL MMXLA'E L N'PER 'O f#RV)UV It SMOtM ON nt-*A#IMbf, • NSTA1trt s VC M IN'"W 10N,)F AAL ON A AHC 4AJAIT AT .IO CCERElS F G S1DfJW1 MEAD, uft01'E PLAYED SPRINKLE`NMI MAINTAIN SET PLAvI JRRArtf46 AFC MAN HIN4Ct MAMMAL ON ALL filAP1UIi AND ORIFICE KCS&.65 IT6 tM P,EHE•L.-A`P5 Mtf)All ErER6eNCT.16NnN6 Mt WT WiN5 r4MTE SQA RELESSEC'ADJ)STALN1.f LIX.rCM"[ ELEGTRIGAL S"5TDM PJRNSM AMP'M STALL 5ATiMY POA'tRFD&1!Rb x-r.6HT!,NG �{�� ST-ST8'FS Ffl•I 1`l.J,.R DRAIN �R SMITH SBtIFi:JLC A, 'Y-- 5 5tAl4Y Art`B4h�1IK.f REPORT PR1A4 AMC 3LIDCARRALTLIR FOR ALL 14k`CEL BRpls STR/W►ER ATO I,2' w AIR SrSTeMS AVL'6AMPI- 'FT PM AASG STAMM&.). 'T.,,W PQJI,M TAP 3 1/STALL r4644ER Mq! ..RAnrIE 1iPR)N LfW,MEAV5 HERE REXIRLD ^(IT 51MLrt AS SmO1,1N NC SUEL%LED ON r►E:'RAV4N6,5. 8r CODE OR APPLICAriM. A :ODES AND ME64&Ano Wj E P11L't46 AND 1NSTALLAIION SM/ILL GONFORm TO '1E LON-ORtM 10 ALL APPLICABLE CODES AMD Rf AA TIONS INGL.UCIN6 REaAREPfNTS Of If NFL AAO 4PPA LIFE SAFETY LODE 5 _."Vo,PATC16Pw AVO:�1fNt' TN+V-1 '7w PR:f•ER .'AL v? PT1ECf51(a(R1I•fb146 PRL)LVC'S 441 CAm IM&AAO CI MAN6 JF 1t W;LV t"1.W467MLILno" )W60N NO I HTN'Kf[6114oL 6 VALVES '/A110NAL ELEGTRKIL CODE OBTAIN PS"T5 AO PAY PPAEtS AW Rl9PEGnON Wsil, K -EMI ORNtr I i `ALA. Atl 1JL'L15TED VALvES AS RF(L1AttD 8Y NF A 13 AMC ;ON,ORt4 TO ALL R RES AO RE&ILAATIL7M5 of k.150A AS APPLIED ?115 U NTR/1CTOR 'O PROVIDE ALL TEHIPORARY'.'6P4fIN6 AND RMOM O FCR ILLS MOW SHALL BE Br D C .11IF"I L A6 UNLESS . r,.r ISTRI fr KIN r}r0 r21 '0 CpLrllMitJLT10N PRO EGL. r'JME1t AS RE17IRLD FOR All 'R/1L7E5, I Am L ON AACCMTIM tv "C,00 T AMD GL INFFil**AS TO SIDE Dvrl�DI5YR1a1Tk r(WIT 2. `ALL SHIT-%F VALVES SfVLLL BE FIrfED,MTM TAPER SHTUES _ AEC LO(/111C1M PRIM Tu 101 La16TiIJGT1tJ1l Gtr'?YN6 5N1All BE �-4� M A*AT NO►n10(J"KIIM MAd"R 4OTE. AN N .N r1E FI'f W LIFS*NATiONl I►O1C.A'ES A MANDIGAFf1ED AV WED BY IY.IGTRIC.AL CONTRACTOR 3 Gt iGAEC,01,T FAMILIAR 04114 AN)COPPLY Hn4 ALL LA+i7lORD 2 TEMPORARY P6RJNb,MST ALLEC SMALL BE REMOvW BY TINS •rim Z 'FATLY SA#4 Ce ALL Rt'CTAVIEILM OPD�NFi5.SFT SLEM AiA-t'f„Blf Ff1(Tti1I TO BE ENSTA11 W PENT '1t REf1AR@8RS 3. INSTALL FLCYA W47`04 PROVIDW BY EUCIUGAL CONTRACTOR rwDW&4 '""*, ALO FY165M PA•,H.(R PROVIDE -RIM RAMtSE JF ADA A14I' AMS(Rf6Lw2?'9/T5 4. INSTALL LACI LISTED AL RM CA MX v.L'h PITH ALL RFIIARM A4RIOLM LIPEIM TRPS IWAININ6 KArHR MOTOR ALARM BELL AQr."RAINS N .aJPE L. TFI.BI'MONE SERVICE 3 LOR Oku vc 51SVE t11 tkAw c""1469 t, MA111w 14PM6 5 ;INSTALL.FIRE MWARTKWT TEST VN of rI IN ROM Ot1f;CE.A5 4L,AV ALJ .443�R,Ei F`11 9 ,TOCI AKS MATIN,k,• rOR , SERvX&C0161SrS OF AN 1A4tVW4tCW PYG L,c* y Sf9TE3M FCQ 3: 4 WcURED BY CODE. DISCM~Al LRAADE KTS GONCA" rLEGrRX D15rRA%JT'�AS 5tGrN ON'AC-00166. INGp41*SERmf AS ROK.ATED ON ORNOWS M(5 p10 NJT k- AMT 5'1iK TIRA/ k`+A rE1CI. 04n+CLn MICCNTEGTS FJ(DICA V"W4 TC r1ATiN FRO" LL l,"TI ,P,IATEw6 ILri 5PL.AI,SM BLOCK. 2 FKrfNG*A tIOER6 tOkJNV PC*",Eir:lit 1:LJffwAT ',_1 fMALj1IN6 CONTRACTOR SMAL FiLr WORDMAT'E HM AND PROVIDE ApPFA AM l"TRX YI M"'AVPAPTO INSTALL 55 AIV L HiATLR AS 9<11,44 ONl VRAV4W. PROM JTiLITY C A41Ar4Y 4bG/2'1 .-_'LT TRENLCM(6.BAWILLImf ALC OrHM FACAL1nES NEWSMSI BY . -IQ. • S L*ATGM NO POf511'O►MrC.k AGJ.L,Brt ARL.S 'NMT LAVE BFfN Df5i1t1SlTtOM'PIhS IO AL1.FI1(TTAI'S AIV EGL1F'f9CT b. ;MSTKI.G1ELx VALVE►LITS 3/1'Nf�'ON'MTiG BALL DRIP PIPED UR,DA ASW OR MOIDFfm AS A RI'ILT OF Tit ROY ALLAnoN OraM I 0 3r.-f- :14C11f7E All HT1 165,VAI HoAkfFiLS, TO DRAIN FOR SITE S(AfAESE CON*6.10%AS INDICATED, 3 P"•SE•HIRE PAD MOWTW TMAF6,CW". THE Tts„BP/M VrU Y WHIP ANY FOR THE Sf1tV1 t OF rw OR EiBG?RIGAL eaw"W. 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AT A00/766-05596 OR ''r4;4CAAjhSM ALA.NIVWL,10 Ni F'* RES,EGiJV1AAD •'•O 4-4,FETAL B. 1. FA4)RK 4. :NT[RIOR PWJN6 T(I Be INSTAUM IN EL•EGTFUGAL ►Vy,NIL11G 30snN-AA06 a 1p1GAT$'AIG s4t7►M TIN DRAf4NISAS MO ,MhTAIl ,,c:f4tf'F Nf` M GAS PP1NI6 I. FABR:GAIE AND titEG' A41 DUC TH'10RK r0 AftIRAE AIVL`'ftA(.H4A PLA4f M PR F5 OPf9AATJON I E1.10V 6A5 1PIN6 I°POM MO•,I T At •YAAir-ckD INTO STAVARDS FROM NO 1&;,kVAWlED STEEL. 0044-LY PITH IFP^ IMN6 EEKT)14TH SET SCJ04 TYPE GOtPLIN6S AO M. P'7►E1t 5AlV10E @ jOI.0-eM S,STR•M'S TO E`.5&TLALIf C016A5T OF 'W fOL..Jt4Wf R&CV16,A5 A474CAtEV A4 LIRAP4N6�.Alli CUC lCY ru ALL .AS Q11LEnN 40A rtfjAR@1BNT5 i4JN1EGTORS. EMT IS NOT APPROVED ECR MSTALL.trON IN IA�fiRAO1M NTN SM"46 VT L;Tf ANV PRO10M ALL FACILITES F&WREl t .CNTRACTCQ SMALL RA♦Y.;0(,1 WATE 5SMGt MSTALLA7k,W A `.WTAR7 rt►6TE ANT,TY.1ITAYIY 5E'!Yt E'(Bt'E: 'O 5 O' ./S(F16 F1Li1P1•!M L\IGTH�)RIC 5►INl BE SMA(CMA LL)r'1 PRE'i�UNE GJNS1RUGr,:IH 2' 7175NVE IF MA-use 2. 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FE?ETRATTON6(>P L `1EfUtITY1aIME ALARM SYSTEMA ICJCRDItATF ANY ADDITIONAL go .;MITER TO A MAJ(IMM OF 2 O'5'M.AI61W LENN&TMb PER FLOOR SLABS SMALL BE MADE NM RI61V 6AL VANIZFV STEM, REaARH'Br5 wN LOCAL FIEF ALT ORrIESV H.1 6AS 1AlIM ICMar►'4af► 4 6A6 MISIM IALS! I, A8 f CtJ.01*, 'N EMOWNT&XVIS OR PVT LOCATiONS,THREE!3)INCH 46M . SEGLRJrY FIFMIALAtRP4 STStrim TO BE NO►ryIi,e L MTtg116UARD D PL1It/A6 PIXTIAtL'S OM All R><GIM ) TELA AAII A 11640E EMALp,46,L. "#L"Ql/! SCAfttll •O Clh'A WAIL t IN AND R TED SMALL BE AT(- S n# 1*H 1 � TE CURES SMALL MICASE U*VATS TO%WAGE PA!L5 OR HOVEL 5505 TOR VS(46 MOViS 520'WWMOI ECiIP►eN1 Sri fNlA,IAiIpE A10 RATED AT 10'TIL.FOR 511F5 ni3011frH4 121. NStLAT10N Of P1.6t;l11f1•ITE!'6 V IF TO 2-V7' - 5CAD1'!D PTrrW1A(:AA6i IROII FL.MLE VVC.TS SMALL Be U1.LISTED AFO MEFi 2560 yAE L1EV10E5 At THE NLOOR L ME. CENTER ALL MOI.M"C4001015 TO RECV-1 MA6NETX WNTAICT r USER Fluenki tTEKS noT MAY Of 14DMGATEV vy oust 2-4t2' r4!LDfBL Ptf+,.;s.ELAcA 5±33. MV SKIKE TEST RIABLE DUCTS AAE Vit PERM',"1:E IN 1. '10 c,ONOUT To BE I"f,P05ED ON EXTtRIol OF euLDM6 5 f!`LhfS,ALL kA6S to BE PRCT15CTEV MM 6LASS WMACA&E . ►70tM 04LL n CEILNbS. 8. PR OVE A LI PUl W*S AND F1Tr1WyS WH;t 1W tift,eSiAAY OR ,'FTtsTOR AQ MIM AURA BvTT��HOWT l to HM PROM `-Atti1ED B. EXT7'lJOlt E)4PC15lD BAN ST>�FEE I.A1AI� pE PNN FL' 4 �NIC.LIl11E AL1. Tllir4t16 vA/E5,rtMIIAL DMf'I'1L5,FLEXIBLEE R15nw,►Mi !R Ohl A/4D TAr4°E#t SPITLA!!!s TO GONrTR!0.PA.IEi HTS T►YJ fy L;OA15 t6AT Itt�1T/E PAI(T. tv i f i.o4lEtirORS,6iJ11L5 A/O L'IPiil'5ITt5,AtCOtryT1G L1NYN6,AND 5►4GHI ALL SINUIL5M1 C4010UT RIMS SHALL NOT EIr(FfD ALIO B .I.AV <011 y(:,xt.^f1(1 F,V(RWrkAL NTA<M MONTORI►IG ALA.ALARM'A6NALPj TO BE PSO'Y7PN AL1 Ell.,A'A+Yr7M AVO f3Al.KFdl t>,ECAr�,p r'?R I, 54FPCRTS AIG►MVtIVIS -'TH6t 5NK'fT'•ETN. ALCESS(7R1B FOR 'HE PROJ!<CT. 'Vt7l1A'E MEET MT!t)VT PUl E10>L NOT OVER 15 FgT FC1R WI4 HTH L7►f 4) t; )61`A"AlIcu J mh,Lw•-.4ADE PPR16. 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FIBER/LA59 LTIiGT PR AF RJLLY SKJltfU TO DUCT NAF RIND TAr'F )RTES`600 Vol I. r"E T114I)OI11 `I4 T5 NTE#1YJFI SIAeN TO BE l6 AILID 11 PINI MA4tl310115E AREA IDI w0jr O ;APAP!*`AND M AGC.JRDIV6.t 14111 CODE v13(TS 2. `OLLOM11R'tMAI PUi/MUMS`T TG ESSQfn/,ilY Gc)If15T OF THE SEMIS AND`,E(A t '1644TiY TO TIE DUG IS 041N PK9f OR',TU'r -'�'Ll 5 (,ASH DIME r'O B!t WETS' 1 DOOM GAf40M APTQ11 I.?L4r?_w�, ATn RGrW t7MA6111 ALR TO R AMOVID MT nwAlM AAV N Ffltl-O►*r PINS. I1 b A#* TO NO I UIVM6 FYJO LLCM M+6. ',rvANTV) BLOT [A� fOtG/•T�OII DRJV*li ALC P1Jb�ALTS 4 I.J.11A0 KiS A Fr!PTMOIt<GT1Al 5F'JtV1Cl.FXir30E9 fNOM fA1vL�U F!rfT 1 AI I WAILA'" O FLP APRMV M FUl A44,( VAW,f NTM'HE ' rfTISGTOR AIV HXW M:A.DIIt•OlMo . A vat ',* r t7►OUGi01t,(,(,1PPEK 600'4`MELT,TYPE r1F11.Qt4'1 ON 'H HOT"IOM TO"AOR o BP PTH THAMGLO6Y AND J* ROT 9CALE ..... D -ti . 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I PAM ww- OUPOA-0347 4 B ;c 14.0162 37 OF 70 M ' � . w 0 MAY 2 91995 MICROFILMED 11 : 1111 11111 11111 1111111 11111tlAFh11111 11111111 - (:Ii1J19 MADE 1N CHINA1 0 � IN6 11111611111 1111111 6 I W r�I'.�act SHEET INDEX Y O'//, r BEQ 40 GWET OENGFWTION no /K) "f T fi�K,ti►TKJN G I V I L/L ANP56APE ► GaA.N G A:/+P�.J�� ' I ~^ 6011ER SHEET AND NOTES 56 TIM-1 MECHANICAL 1 2 51TE PLAN SI TIM-2 McC•,HANICAL 6P. ��!✓ Nti ►rti'7'S 3 3 ORADINO t ER051ON CONTROL PLAN 4 4 UTILITY PLAN 5 5 RETAININ6 WALL. t DETAIL5 ELEG^AIGA_ \ 6 6 DETAILS �► A LNP56APE PLANS 50 TIE-1 L16*+T '✓i r_OOR f1wq '54 Pc.P-4 LR q q SPECIE GQTIONS,AILS TIE-2 �' 1".00112, P`G�. :L, \ 40 TIE-9 ELEGTR 'A- NOTE. t \ \\\�\'��\.\,.`\. ��\ \.\.��. \\•\ \� \\\a�\ \ \� \ 10� 10 RETAILS 4f TIE-4 ELECMCA,- NOTES 4 ✓ h�l ,,, 5 4MEGHANICA- t EL.EGrR GA- �G STiME-(M � SHELL WILDII` E6 STORE # 2 8 7 ARCHITECTURAL t , II T5 TITLE SHEET T I A R 12 SA-1 O REFERENCE 517E PLAN G D C E N T E R i3 SA-2.0 51TE PLAN DETAILS 14 A-1.0 FLOOR PLAN 15 A-2.0 ROOF PLAN E/ 7 2 1 A E . nE - T 16 A-3 O EXTERIOR ELE'/=,TIONS DARTMOUTH SIRE I'7 A-4.1 WALL SECTIONS t DETAILS TIGARD O R E ib A-4•2 WALL 'SECTIONS t DETAILS 0 N Iq A-5.0 M150ELLANEOU5 DETAILS ?0 A-5.1 M15GELLAN) OU5 ROOF DETAILS 21 A-HC HIS - C�tNERA- INFORMATION g JOTURAL _ 22 5-1 !' FOUNpATIGN_PLAN 23 5-2 ROOF FRAMIN6 PI-AN I24 5-3 RETAINING WALL SECTIONS t ELEVS. 25 ST-I GENERAL NOTES 4 TYPICAL DETAIL5 _ r -- 26 5T-2 _M15GELLANEOU5DE_TAILS - - 27 5T-5 * MISGELLANEOU5 DETAILS I � TENANT IMPROVEMENTS ARGHIT-ECTUR•AL A COMMERCIAL PROJECT FOR : - �<< II. - Tt ►R 26 TIA-I FLOOR PLAN _ 3 Approved..................•.................................... 2q.. I TIA-2 CEILING PLAN --TRAMMELLCROW BITS Inc . Cohn ,ally Approved u 4� 50 TIA-3 SERVICE CENTER DETAILS 4 NOTES - ' ✓ Fd' o ly the work as dseCnbed In; Nn. _—Z� 1 1: "�I TIA_-4 PARTIAL F=LOOR PLANS t NOTES - PeRle MA crto:Fellow ........•.. 11: Z TIA-5 GENERAL NOTES, DOOR/FINISH 5GHDL - TWO PIERCE PLACEAltaCh 3 55 TIA-b INTERIOR EL WEVATIONS ITASCA , IL ® � 4 �� bAd es3 - 14 LS- _ _- LL- S4 TIA-7 CEILING DETAIL5 y: 55 TIF-1 FIXTURE PLAN TES_ : ( 708 ) 773 - 4100 _ r' FAX = ( 708 ) 250 - 4008 GENERAL NOTES -v � ��y I 1. CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HIMSELF NTH n. PROVIDE C 5tTIFIGATION OF FOOTINS LOCATIOk (Sia SAMPLE EASTI45 COND;TIONS AND REVIEW AND UNDERSTAND THE REQUIRET,EN"5 FORM IN PRO"T NA ANI.).CERTIFIED BY ENDOO rt _ OF THC GONRRAGT DOC41ENT5, CONTRACTOR 5RALL VERIFY ALL - DIME745IONS,ELEVATIONS AND CONDITIONS PRIOR TO BE61H8VINI5 ANY ID ALL L.ESAL EXITS INDICATE)ON THE Pt-ANS S++ALL DE _w '? WOW: AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY 00 F"THE INSIDE WTMOVT THE '^E OP A KL`'OR AM'SPF-' A_ - NOT SCALE 0"41N5'S CONTRACTOR SHALL BF RE:SPItVc� 6IBLE FOR ALL IC/:C+W_".,rGE OR EFFORT APO SHA— BE LABE.ED "n«5 :O-. -0 R_c+•'A I- CORRECTIONS AND REPAIRS REWIRED DUE TO HIS FAILURE TO DO 50 LN1.004=VMN6 " -55 wOlxte-' IN BLAGAc LE—ERS A ✓N*4.1,Lo or � INC04 HIGH ON A GOWRAS--45 'ACK-AROVAD SPEC A` -GGK 45 V I/CE - 2 THE PROJEGT MANUAL WITH SPECIFICATIONS SHALL BE A PART OF SHALL BE ON AS APQRC.y --"E HUSH BOL"5 OR S WRf E 80--5 AItE THESE DRAWIN&5 AND CONTRACT DOCUI-11ENTS. NO' ALLOVE-0 WRXIKJW F-Tr-OR? TO OPE RA'E DOORS Sp V 40' EXZtw_— bs LDri FOR EXTERIOR DOORS 5 L95 FOR INTERIOR VOORS AND 'S S. SOLELY AS A CONVENIENCE TO THE OWNQR AND GONTRACTOT THE U* FOR FIRE RATED DOORS ABBREVIATIONS VICINITY MAP ARCHITECT MAY INC-"CT R DOCUMENTS ION5PREPAF=S ID CERTAIN NTS IN TALARS CL (OR INCORPORATE THE REC.ON•t•ENDAT10N5 OF SAID GONSULTAMITS INTO A. ALL ExTER'OR 7raEN11.65 SHALL GO*'PLY WTH THE UTY SEC.JR"+'' DOCtil"MN75 PREPARED BY THE ARCOITEGT) WITHIN THE SET"OF ORDINANCES - IS:>VED DY THE ARCHITECT. IT 15 EXPRESSLY UNDERSTOOD, �., m THAT BY SUCH ISSUANCE, THE ARCHITECT ASS I`-V5 NO LIABILITY FOR 20 WERE EXIT DOORS 5r%46 OUT CN13Z A LANDIN6 -1•f ._A.'L'�4, `; _ U - D AMETTR GNB GOHVGEAL.Ep Mt75E BIBS ELEG. ELECTRICAL SR. &RAVE MIN. MINIMUM RDWD. REDWOOD TEL TELEPHr+e THE SERVICE'S OF SA0 GONLSULTANTS. ? c . � � SRU."PE `OOT/FEET G CAST IRON EL ELEVATION dYP 5YPSUM MISG MISCELL-ANEOU REF. REFERENCE T!6 TONBl1E AND 6ROOV>` SHALL NO BE MORE TMA, .'2• BELOW THE T> 10.7 AND G/J CEILING 1015-,' C.P. ELECTRICAL PANEL M.O. MASONRY OPENIWY REFR. REFRIGERATOR THK. THICK 4. THE SOILS REPORT ESTAEIL-1SHE5 THE REGOMP•ErCATIOr15 FOR EARTH- I a, Tc 5 t � AT 2 PIROD DI^ EX ' _6N5 MD EXT Llfr+-N6 A' AL1 EX .. A_ I C.-1 GONTROt JOIN' EQ. EQUAL H.B. HOSE BIBS MTD. MOUNTED IRE INF. REINFORCED T.J. T•RLX".rS JOIST WORK G4k5TRl1GT10141 AND SAID RECO►•?••1EADATiONS ARE A PART OF THE REWIRED BY CODE � cc r CEN-ERLINE COS CEILING MIP. E0UIPMENT HL. HOLLOW GORE MITT MAIN TELEPHONE RZOV, REQUIRED T.P. TOP OF PARAPET CONSTRUCTION CONTRALT. THE ARCHITECT NO RESPONL548ILITY Q a I POLAC OR NUMBER TERMINAL RZSIL. RESILIENT T.S. TOP OF 5HEATHINfi FOR FINDIW-75 AND GONCLU51ON5 IN THE SOILS REPORT AND INCLUDES IT FOR 22 NO ADD TIONA,- R �7r G>PCIs 46 OR ROOF MOUNTED E-,jVA'@1T .•S GER. CLEAR EA. EACH WAY HOH. H*%RV`H REFERENCE ONLY CONTRACTOR SHALL NOTIFY THE ARCHITECT, ENSINIDR wa- g v .. ANG-FXIS'1+5 G.ML CONCRETE MASONRY L�11T EXIS. EXISTING MOW. HAR9WARE AUL. MrtJl!_ION RM. ROOM T.A. TOP OF WALL ALLOMED E1E"eOND T . r1•,'- SHOwM Ok -HE ANE• f4-16 b AB ANG-OR BOL? R.H.B. RECESSED HH05E BIBS TYP. TYPICAL AND OHHER OF ANY DISCREPANCY BETYEEN THIS REPORT AND THE PLANS I•R'TTEN C.401E OF � ANI_. FLT AIV STRL--TUIRA^ --,6 HMt ABV C/O CLEANOUT EXT. EY.TERIOR MT. H.;16}IT , GA CONDUIT ONLY M.M. HOLLOW METAL N NORTH R.O. ROU6H OPENING PRIOR TO BE95INNINS HOOK THE MORE STRINSENT REf,TU!RPMCNT SHALL APPLY A'C A:R GOND-'-CNC OO_ COLUI•N FON FOUNDATION HORIZ HORIZONTAL N.I.G. NLIT IN CONTRACT R.O.V. R16HT OF WAY U.S.C. UNIFORM E.JILDIN6 CODE y gAYU 25 NO 5TR1K.'_R/o- MEMBM$HALL BE CUT FVR PIPES AL DUGR AL A%RZA L -CNC GONG CONCRETE PD. FLOOR DRAIN H.P. HIGH POINT NO. NUMBER R.S. R -SA44 UD.N. UNLESS OTHERWISE NOTED /// 5. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST &Z PTSD ETC, UNLE55 SPECIFICALLY DETAILED AD/OR -,"PRO. 5- --E A, AREAI TIC ., CONN CON•;LTION F.F. FINISH FLOOR HTS. HEATING NOM. NOMINAL / J UNIFORM BUILDING GODS A5 AMETDED,ALL ORDINANCES AND STW IGTURAL ENGINEER APW K'O'VE FINISH GONSTR CONSTRLK:TION FIN. FIN15M / REGl1LATION5 OF THE CITY OR COUNTY WITH -MWICTION AND SPECIAL APF ABOVE FINIyFI FLOOR ��. NAItDt^100D N. N07 TO SCALE S SOUTH V.B. VINYL SASE A�W ALL"INIM DONT CONTINUOUS FIXT. FIXTURE HVAC HEATING, VENTILATION II SA T. 5USPENDCD ACCXlSTICAL VERT. VERTICAL UJB FOODS RF=IREN-ENTS INDICATED IN THE BUILDING rU#4ARY OR THESE 6E`MRAI 24 ALL SHOW rEL-DINS TO BE DO"L IN A CER+IFTr- L,C,E>SED SHOP A6014 APPROXIMATE CONTR, CONTRACTOR FCR. FLOOR AIR CONDMONINS O.A. OVERI.LL TILE V.G.T. VIM^ COM1PO51TION TILE NOTES. ALL FIELD hE ^146 SHALL BE DO'E ONE" Err Lk:E?f�C" ►Erp<+RS ."DSR ARCHITECTURAL r,Y CUBIC, Y SUNK P.L. FLOW LINE ID. INSIDE DIAN�ET'ER O.C. ON CENTER CONTINl10lh ,AL INSPEGrON rtlTw c;ERrF.GA-E Ifs 1 V.T.R VENT Tl•11ROUGH ROOF SIT A.50- AUTOMATIC, SPRINKLER ROOM G Y GUBIG 'YARD FLU OR- FLUORESCL°NT I.E. INVERT ELEVATION OD. OUTSIDE DIAMETER S.C. SOLID GORE n b. H•EN SCOPE OF WORK FOR TENANT IFPROVET••ENT�S EXCEEDS THESE REQUIRED Ely 9UILDINS OFFICIAL P.H. FIRE HYDRANT IN. INCH CFD OVERFLOW DRAIN Y-+W 3CHEDULE W WEST DOCUMENTS,C.ONTRAGTOR SHALL SUBMIT PLANS TO THE DEPARTMENT OF BC: BOARD V13L. DOUBLE PO-M. FACE OF M/t , Y IN!".. INLSULATION OPe OPENING SECT. SECTION W/ WITH BLG6 EUI�DINS Orpr. DEPARTI"OfENT FOS FACE OF STUD INT. INTERIOR s "Mk � WORY: GET DETAIL F!5 FINISH SURFACE OF`F. OPPOSITE SHT. �7 W.G. WATER GE051R'T BUILDING AND SAFETY FOR APPROVAL PRIOR TO STARTING IMPROVEMENT 5L or :IEOGK SHTG. SHEATFIIN6 WD. WOOD. HNERE :.AR1lElt STUDS OR PJRR'Hr6 $ REGJtR= -C ;.C.'r� :1.C`5 PIPING.CONDUIT,ETC, THE LARGER 51 Z STtA t MR RRR r5 5".A,- DARTMOUTH ST. EXTEND THE Fu-.L LENST1+OF TIE 51.RFACE W AE -}E n1w= 1 ALL SIGNAGE 15 NOT A PART OF THIS CONTRACT. SION GC„•ITRAGTCR CLQ SLKe D DOUGLAS FIR F.S. FLOOR SINK JT. }DINT PART'N PARTITION SIM. SIMILAR H.H. !NATER HEATER r• SHALL OBTAIN 5EPARATE APPROVALS AND PERMITS FROM 60VERNING PROVIDE SIRE STOFPIN6 TO GUT OFF A L GO i� -RAF- .►1 B�OCICIN15 p F pRINKI" FOUNTAIN P.S.R. FIRE SPRINKLER R15ERD►w E>EAM DIA. DIAMETER FT. FOOT/FEET P.L.PL PLASTER LINE S Pte,. SPECIFICATION H/OKP. WITHOUT < NTD A✓FNGIES FOR SIGNS. r L OPENINflS'$0TH VERTICAL AND►HpR:ZOk /rL. AS REQI�'R� _A:^ JJS B I~ BOU►IDARY MAILIN9 LAMINATED PIAS. PLASTER 9C, SQUIRE: W.P.J. hEAKENED PLAN JOINT �060- BOTTOM DIM pIMEALyION FTG. FOOTINS LAV. LAVATORY PLDG. PL1JMiBINS S'3K. SERVICE SINK WR WATER RE515TAIdT WAY AT THE CELINS. 8-HIS 5BEIPAWN 0-TOM DSR OLOPIN "U". PURRING LT. LIGHT PLYWD. PLYWOOD 55. STAINLESS STEEL KA.P. WELDED WIRE FABRIC D LNLE-95 OTHERWISE INDICATE!;ON rrCSE DRAWINGS OR IN THE V. THE SUILDINS(5) AND FACILITIES RUST BE AGGESSBLL A.1 � 1 PO POINT OF CONNECTION STD, STANDARD PROJECT MANUAL AND 5PECIFICATIOMEi AS 5EIN9 N.I.G OR E115TIN6 G CAABER C,5 DOWNSPOUT MAX. MAXIPA/l�f PR. PAIR FUNCTIONAL FOUR TtiE PHY51(,ALLY DISABLED N AGGOIfC'i.►K.E ri-• v. GA,^/ GABLE TELEVISION per' DRAYdI1VE' 6A. GAUGE STC. STEEL MD. MACHINE BOLT P.T. PRESGURE TREATED STOR. STORAGE GD GAT(�FI BASIN 6ALV. eIALVANIZED MECH. MIEGHANIGAL L ITEM`_• MATERIALS, ETC. AND IMESTALLATTC„r OF THE SAME MIRE A e GZ/I CZMEN” SASH G.G 0ALVAOCNERALI GONTRAGTOR MET. METAL Q.T. QUARRY TILE STRUGT. STUT OFF VALVE RUGTURAL kf3UE�E BLVD. PART OF 'HE CONTRACT DEFINED BY T►+F c DRIWIN65 A►i7 ATERIGANS WITH; DI_ABILITIES AGT(ADA' ANC ALL O-►E;t r ee EACH G GALVANIZED IRON SPECIFICATIONS 5 ATE/FEDERAL GOVEtNVINS ASENCIES 2b. ALL FLOORS M FUBLIG ARW SHA` HAVE 404-yL SLti •1--_ ti V ` CERAMIC MFIt MANUFACTURER P. CONTRACTOR 5HALL A5 i,*-f SOLE AND GC„••PLETE RE5PON°.MNLITY (,!'+1•�_IANGE WITH ALL HEALTH AND SAFE'Y CODES �` Q GE'R. SYN. SYMMETRICAL c cc EG EVAPORATIVE COOLER SLD. dLU-LAM BEAM M.H. MANHOLE R. RISER FOR J95 SITE CONDITIONS AND COMPLY KTIH SAFE'^ RESULATIOW_i AND ESTATE AND FEDERAL A6EA1CIEg .J EXPANSION JOINT &L. GI.A_•IS RAD. RADIUS T. TREAD STATE AS REQUIRED FOR WORKERS AND PEDESTRIAN PROTECTION AD D RD. ROOF DRAIN TD. TOP OF BEAM I DURING THC COURSE OF CONSTRUCTION OF THIS PRD.F'- PROVIDE 24• STRIPINS FOR T1e VISUALi.Y hPA'RED TEE JAR A�RrJA:. T.G. TOP OF CURB PROTECTION AS REQUIRED TO PREVENT ANY DAMAAf ' EXISTING AFD THE LONER TREAD OF EACH+ 5TAA SMALL BE MA kZ—D Et- A 5'TG- OF Q i z1 — -- 1 CON5TVU-'T10N WITHIN AND ADJACENT TO JOD SITE WHE'?E DAMAGE CLEARLY C.ONTRASTTNaS C.C+LOR A' .EA5? 2-ACHES WIDE �ALE:' %q8 OCCURS,THE GONT1RAc-,TOR 5HALL REPAIR OR REPLACE OAN NSIW AREA PARALLEL TO AND NOT MORE T)W, -NCM FROM THE NOSE OF -►E S-Tv LEGAL DESCRIPTION BUILDING SUMMARY DIRECTOn^Y ANV/OR MATERIAL AS RELIUMM TO THE 01-41£R15, APPROVAL AT lir, OR LADINS IN LI, Q 1z AVVITIONAL C05T THIS REMIREH1"NT ° IA-L. AFn14 yr CONTINI.OVSEY V O -- AND NOT BE I.IMI TED TO NORMA. WORICINS MOI IRS 50 PROVIDE 4' 0416+4 DIE G1/T MOUSE NlrgE.RS.REVERSE READN6 CONTRASTN S COLOR SIMILAR TO LETRISET 'P UT1RA BOLD' FOR EAC- / Q BUILDIMJl, CODE: UB.V. (1940 EDITION 10. IF TITRE ARE TREW,+"CR EY.GAVATION S'-O' C.'R MIG'RE IN DEPT}+ BUILDiNS SPACt A%W MOINT D"U'r,"Ve ABOVE LNTRANCC DOORS,4• M t V INTO WHICH A PERSON 15 REQUIRFD TO DESGENr GON"RAGTOR SHALL 2' W x 5/D' r-4r, RbTALL NECM,NIGAIi�' FA8TEN29 MOT SI+ED) C7 3' L.P.G. (1991) EDITION �� TENANT A PA,RCr. OF LA.C LOI•ATEO IN THE 5CUTHEA5T ONE OLIARTER OF U.M.G. (1991) EDITION Hzr l nl g yKzINFFQ OBTAIN TRIAL SAF PERMIT FROM THE STATE DIVISION 11-e ALUMINUM SAL50 T AT TiCY �g ry A FROM TI-4!.lCRE LOCATION A `- W OF INDUSTRIAL SAFETY. THE BUILD+NHS 50 THAT THEY ARE V"SIBLL FROM TI•E 5TlEgT PER LOCA: E-:•TON 36, TOWN5H4IP 150UTH, RAW7E VIIE5T, WILLAMETTEN,E.G. (1990) EDITION Trormmol l Grow BTS, Inn- O1/1ceMox, Inc, ANF A Assoclotes NINICAD IPAL CODE COLOR ASr"LE 5011ALL Be ALT-D 5 S9^'TTO OC--OPANGY EAROUP, B-2 Two Plp.'GA Plcacw 5605 Warrensville Genter Rd. 41500 Telstor Ave., Ste 101 Il PROVIDE ALL LABOR•MATERIALS,EQUIPMENT TC"-.5, ARCHITECT FOR APPROVAL AFD COWCRMAWI NGE T+RE6t11ATION'< '�RIJ!AN, CITY OF T CARD, WASHIGNTON COUNTY OREGON, DE5GRIBED A5 FOLLOWS: 1taeeo, IL 60146 Shaker Heights, OH 44122 EI Monte, CA gI791 TRANSPORTATION.UTILITIES OTHER SERVICES AND RELATED TASKS CONSTRUCTION TYPE: TYPE III-N FULLY SPRINKLERED TEL., MVe0 2a�-2ga1 TEL. (216) 421-6400 TEL: (616) 44b-blb2 NECESSARY FOR PROPER ExECUTION OF THE CpN5n2rnON REQUIRED BY 54 PROVIDZ UL APPRO V FIRE ernNLRASH ERS A5 RZXM= B+ ISSA DATE rAX. (`roe.! 2so-4or�s FAX: (216) 263-9561 FAX: (blb) 44b-bOg2 GONTTRAGT DOCAMENIr5 FIRE VERIFY LOCATIONS OF EXT11wwSH RLS PgTw ARL►QT�- _ sc BASIC ARF..A ALLOWABLE: 12,000 S.F. ,•.NTN.• Hrok>a,t V. Bimery ATTN: 5uson Barns ATTN: Norman Hon AND FIRE MAR�H4AL PROVIDED F RZ PROTBC.TION P I Dr BE6,NING AT A POINT FROM WHICH THE 50VTH ONE-QUARTER CORNER OF 5AID SECTION 12 ANY REVISION OR ADDITIONAL_ WORK REQUIRED BY FIELD LOCAL AUTHl015KAL TIG1r —1,1-----",\ .U$ NO __- 36 BEARS 50UT1a 15'Sg'c71' WEST 4338 FEET AND NORTH 88°33'09° NEST 41841 INCREASE FOR. (2) YARDS bo'+ �PAtINKLeRs 56,000 S.F. CONDITIONS OR 1�?GAL 6OVEiRNINS ldrrti;1gITIES SHU/1LL 13E' +T TO ' ` ,RGLi -T SIL 0 INELF �Ly� p 1p¢�{g THE ATTENTION OF THE ARGHITEGT BEF'pI?P PRfXEFDINb 52 A C44NLM SPERMISM AUTOMATUG PMIS SPRIMG,rR S"TIM �. PLOT ATE FEE' T►aENGE TH 88'!6'04' EAST, 10!33 FEET; THENCE NORTH 46°43'56" EAST ArTUAL AREA 29,4go-s.F. SHALL BE PelanvGD 1N sTR,cT AccoRDANce w-w TSE 4 „z 2891 FEET, THENCE NORTH i'4356' EAST 188 OG FEET; TE$NG'c NORTH 88'16'04° MU!51L PERKO,41TZ RUTH, INC. Klttelson a Associates Alpha E Ineerin , Int. F 9150 SXN, PIONEER CT., SUITI' "T' 9 i� SHO" ANY ASPHALTIC COK,RE'r RfGA)IRE PATCHIN& AV-ACEWT TO D"AR--VX'REBULATTOK4 PEAS SMALL BE SIA"1 1 BY A WE5T 17381 FEET, THENCE NORTH 01"43'56" EA5T, A.g8 FEET; THENCE NORTH 88°18'04' WIL•SONVILLE, ORE6014 410'10 Por 5W .Alder 5t, 5te 100 g6D0 Oak Street, _te. 25a E1ILDINf{� IT SHALL BF DONE AGu�+at)INo I� THE PAVING LICEWEV FIRE SPlk WLER C.CNTRAG'OR SHrprpTO SPRWIIK Fra ` "'LOT SCALE - + T s " s Portland, OR 41205 Portland, OR 41229 SPECIFICATIONS AMD THIE SOILS REPORT AND SHALL BE OF rHE SAIF peST, 1q,g4 FEET, THENCE 5OVTH 01 43.)6" Y^E51' 12.68 FEET, THENCE NORTH 88 1$'04 OCCUPANT LOAD and EXIT WIDTHS TEL: (509) 685 1,50 TEL, M05) 22b-5290 TELT rsl�9) 432-boo5 AtAlo' '.Nc' S�+Rc' ^^�"AL ALARM c''R nr "� T'� F,l� SECTION AND DIRAINI/1CME SGHETE AS ADJACENT PAVED AREAS DRAWN 8l FAX: (509) 662 9948 DEPAR'*EV' DLltLDINe pE},ART}@R AND ARCMT�T FOR aye., iye+ WAST, 46.11 FEET; THENCE yOVTN 1'4356' 1^E5 f 154.90 FEET; THENCE a )TH 36°08'38" OGGUPANT LOAD I�UBG SEG 3303x) ATTN., Jonathan 6r PM FAX: (509) 779-DIFAX. (1505) 452-6045 APPRCYAL SHOP LVR/W1199 SELL BE SA"TrED To T}C Fla I, �!' ATTN, Brvice Robinson,soPM ATI ,I. Ed Clrletensen, PM 14. ITrEN6 CONTALL PER SHALL BE Rl59PNSPi1BLE FOR OBTAINING ANS DEPART�T.T ,HND ARC4IT IST PRIOR Tr) MOTALLATk-^L EAS', 2368 FEET, THENCE SQt,TH 14°00'53" EAST, 68 h3 FEET, TO THE POINT OF BE61NIN6. L'SE AREA OCG. LOAD FACTOR OCGUPANGY LOAD PAYIHVF r`ol. ALL PERMITT+,LICENSES. INSPECTIONS AND TE'STN16 �'`�-- - SyEET TITLE A FLOOR AREA LO��OFT1OC 1hTZ9b2R5-CQN5ULTART OLP012LFMTI�1T iN71CATED CN THE PLANE. AND BY SPECIFICATIONS OR REQUIRED BY Tlf \— - ��I� SOILS REPORT AND/OR RaWIRPD BY ANY 6OVE�NT A6ENGY 95. NO`E THESE tJt ;w FOR I. SALESROOM Iq(,43-S.F 'SO 655 Trommell Crow Compers4 0. Herschman Architects CITY OF TIGARD CONDITIONAL APPROVAL OF THE FIR[ AFC ©VILD146 0"ART*tVVT'6 - �:,ONTAIN!NO APPROXIMATELY 60,420 50UARE FEET. THE BASIS OF 5. STOCKR0OM/5-ORA6E 3,841-S.F. '.SOD 10 6450 SH 6eminl DrIve 25625 Commerce Pork Fcd. 21116 BRIDGE 5T, 15 GONITRAr.TOR SHALL VERIFY THE SIM Ar LCV-ATION OP ALL THREE 13) 4-C-5 of C.OI.IPL_ETE WORKINIS ELME, A%V K`eMA4LIG -- B TOTAL 29,490-5 F. 665 Beav'-srton, OR 01005 Cleveland, OH 44122 TI(SARD, OR 47225 UTILITY LINES AND STUd5 TO THE BVLDIWS) •66 M4AY BE INVv ATEV CALCULATION'S, HIALN APPLICABLE REVIEWED gY TINE RE6!aT �;-HiEET NO TEL (509) 544-9400 TEL: ((216 464-414' TEL (',513) 555-6q--" ON THE PLANS CON-'RAGTOR SHALL BE REOVIRE-D TO SRJ46 ALL ENSINEER SHALL R. SLOWITTL-D TO THE FIRE k',p SVLaDt%g FIJI: t5 Joh 520-9400 FAX: (216) 464-6592 FAX, (919) 555-110'4 UTILITY LINES(WAT'E'R SErER,SAS AND ELE[:TRiCAL,. INTO THE DEPARTI-NTS ii—Ck APPROVAL BEFC� r%nr ATTN, John A. Stlnek Mirk Director ATTN. Mike Crlslln, PM a T Al1_ATHON rk�Fr1 Lovelace, C.rirxlr. r. ATTN: Mark Burro�,s BUILDING,FROM TERMINATION POINTS A_ INDICATED ON HF SITE BEARING5 FOR TH15 DESCRIPTION 'S COUNT,( SURVEY No.243bq, EXIT WIDTH Mn9 PLANS,RE'VY FOR SERVICE 54. GENERAL GONTRAGTOR 15 R wjP0N,t9..E FOR r-,p��yATIc°• : C' A. TOTAL EXIT WIDTH REQUIRED: II L.F. 1tS M ff`ERAL CONTRACTOR SHALL PFOVI[JE ONE OEM ADVANCED ALL FIXTURES 1 GA91NET1tf IN15TALLATI� WW m INGUEI'E'5 Erlt'L.L'16 �,`•� B TOTAL EXIT WIDTH PROVIDED: NOTICE TO OH+M ARCHITECT AND STRUCTURAL E"INLEt PRIOR TO AND OTE'1R IT" REfll11R$D FOR PR.'F'i�R -4.iA"1Ci VERT` I L.F. HOLES INTO FIXTURES 1 COUNTERS SWOMMI e*4 rj N.RE FLAN •CR G� DARTMOUTH 7258 ANTICIPATED POLUpIN6 OF THE FOOTINf35 AMP `SLAB SPECIFIC, LOCATION WITH E,On�TRXTIQN KAtiA.rM f3LiPA�-034i�6UVW-61(M� 3A 7F 70 MAY 2 91995 1 ! 1 1 1 1 M CROf LMED I � I �� I I I I � IIIII I II { I � III It � 11111 1 11111 1111111 1 11111 1111111 4 1 F7JAf+Jt- (N� MADE IN CHIN♦ IN w ter. 1 • �,�.__._._ I 7 I � , • � �r 0 / r 1• ,! --+,.� r�....,. „_,- .._rV.. ,.,n,..- _ .•'w.-e•.-+mom.. �,' . ' t CONNECT TO EXISTING STUB IE 198.00 (LN A STA 0+00) u -L.i��f„""/ ..�i..[L!LCd'i/_::1./ ti 1.. ..__....__..__. ._...._.. .._._..._..___•._ �a��•• .=---� 1 �� •`\';, I I j 41 1 TIN 5 TOP - �'� TORM STUD-,i.."_ ,r - ~•`�- _ , - __ - .- I IE 197.0 j CANC. V r,U TRACTOR" I f _ SEE DTL, SH T. 7 SE NOTE v- I !/ _ I 15.5 INSTALL 22.5' WYE HIGH POINT \ I i � • LN A STA 0+24.00 INV. x!12.1 I INV 202.5 RIM 204.9 INV. 2,03.0 215.4 I I' (LN B STA 0+00) �G - \ 1 I� I I ►r"'. IE 198.26 4' PERF. PIPE UNDERORAINS TIE TO I 1 'I PERIMETER FOUNDATION DRAIN (TYP) f (SEE DETAIL SHT. 6) INSTALI jli i I 1 I LN A ST 6.00 I I 1 RIM = 2 II I ! I I 15' OC. (TTP) \ N IE 19 .2fit C3 I OFFICE MAX I Nom: I I h r 1 1 J I FF - 209 0 I �• I r �i �1 CONTRACTOR 1U FIELD VERIFY m o DVrH t LOCAIION OF EVSTW Z u ' 6- FRENCH DRAIN I II I ! unur S PRIOR TO START OF I c � (SEE DETAIL SNT. 6) � I � CONSTRUCTION, IgT1F1r EIIQNEEF S = C.00S I I I I I OR ANY D19C1EPMOM OR COWIXTS ,•� 1 _y,9� --- I _=,IN ALL 45' ( I I ✓/ ( I I (TFL GAS. WATER. STORM, SAIIITARY, ETC. ) f1 !I LN STA 0+9 CONNEC PVC OPANI TO 687 MA I ! ! 1 (LN STA O+ ) --�._� _ r•- �•____�•_ �_ - I VAULT ! DAYLIGHT TO DRAM. E - 98.83 - \ � 5 LF o Abs locs b. �r 1 I I Z I `�� • �� 11 I VAN I I Z INS All 22.E" BEND I - `� I TRF IE - 198.84 INSTALL 11.25' WYE / I STOPS LN C STA 0+71.00 _.--._, �& (LN D STA 0+00) I, I • ►NSTALL-C8 e0(,r � E 199.24 f / TE - 202.4 4r `> d IN STA i 00.00 -- 1 09L4 I I I I OI + q (0+98.31, 0.87) I It 148.86 OS R'STALL C.O. /3 I III 10000 LR II ----• _ I S\ (F RIM - 204.40 r I 0 A^6• 16 = 200.24 I I I 010 �1Q I I INSTALL CiO. OS LN _C STA 0+73x00 _ + IR /� \ '� �•c \ �.. l IE;' 74.34, FROM 49 ! STUB FND 3' ^dll RIM 3 ) I /I FROM 19810 NG. STUB END 5' UNE "E� : 70 L. / FROM THE BUILbNG. ! 1 ' OF 8' ADS A S 0.018 � L11.L�ViTER TIE 0135' - I � / ( ' W CORN IM • , ;' INSTALL 22.5' MJ BENDS I . FROM S I._ INSTALL CB L)' GRATE - 204.7 p I I 11 I LN "B 1' : A ACE INSTALL 2� k 6' LINES LN E STA U+ `tea to 45• IO BEND ---..� 28 LF. OF 4 PVC IN SAME TRENCH b � n ` .` IE - 201.50 O S=0.10 205 ALL ATF-R SERVICE - W ERTY LINE - -_� _ 1 -,_' `_-`, '"•--,.,1 �/`------ iNTALL SS C.O.•�1 �DT'00"�'...r._._ -•_-_•-_-- • ��--- � � +i �S� IE 195.2 RIM t202.0-..__- ---.._ ._... . _ _`,___ I I INSTALL 90' MJ BEND 1UL _ UNE 'A1*~PLAI.E 10 L.F. OF 4' '".....:r,- -...,_._n,___....__,.. :•--p:--••-,,... -,-_,..�..� I I - ~ PLUG END iLL `~-- INSTALL 6' FIRELINE' - �% 1 SAN. SEWER O S=0.02 I ~\ 0 U ~ ''---.,,, •~ '``,-` '- �'••- , ' ,,, DOUBLE DETECTOR CHECK ASSEMBLY 1•"'7`' , '`. W/ FDC IN 687-WA VAULT WITH ' LINE AT STA_O+�- BILCO J-5AL DOOR '� - CONNECT TO _._ . _ ..-.._._,._...- '_ 1 0 T EXISTING SAN. SEWER - ~`- STUB W/ 6-X4' REDUCER APPROX. IE 195.0 (CONTRACTOR TO VERIFY) '� I INSTA�L_8'X6'RE _-CONNECTTO EXNTING . . S C A L E _ ..... ..._...__.._._-- � 1 � tet• c� I - 70 0 20 40 Fftim 4" Ma Y Tyn COW ow bAR1Mf/UTH, 7255 e SUP94.0347 6 BUPg4.gt92 39 OF 70 MAY 2 91995 I MICHORLMED (� 1 I I I 111111 4 II111 111111 6 II111 � IIi11 111111 11111111 I IIIII IIIIIII rax- WASS �'+�' MADE 'IN :NINA I IN I d 1 I I I G. • dol S _ Q — _ MEMO---- 0 - - 0 uS VOP � I STOP Sj�P Cb� .► I �' I __ ---- I \ 1 I � - / F CL.D DRA N ` ----__ R:Y 208 Q �i 2, i OFFICE MAX c.') i CC, b— I Nq n' Ic r v VAN I d01 S -/ Sp 1 C ep C L FL r/j Z S cd - ' ` O 4) ex Q m ------------- 20 0 26 42 51TE LEGENP \ c�+ 1 �JS...1E DATE CIS SIDEKALK RAMP - SEE DETL f 1 .06 NO \5A2.0 _ 0' SCOPE OF HORK - SEE CIVIL t LAA6-36APE PLANS PLOT DATE - ac c/ LOADING DOCK AREA - SEE GIb1L M.A* :* OT SCALE TRASH ENCLOSURE - SEE DETL, -2- = 2C (2 � AwN Br HANDICAPPED 516N • STALL - E+EE DETL. CSA�J2O HE ET -T-LE AGGESSIBILITY SIGN - SEE DETL, Ci 51DEWALK - SEE DETL. G ��_� �9A1A iE E T 40i (8 PIPE ErCLLARD - SEE DETL\ CM2,0 SA- 1 .0 DAPTMOUTH 72.55 8�, 76BILIP9.-0>g2 REFERENCE SITE PLAN 1 4: -,r 7n "Ay 2 ',l 1995 MICROVILMED I ! I I I I I I I I I I I I I I I I I I I I I I I I I i 1 l l l MAGE l l l l l l l 111 ' I I I ii il � it 4 � � � � � 1 � F�'�' �'�•� IN � CHINA I IN � I MORTAR GAP v-•, t_: .f__ -r- ' MASONRY WALLS PAINTED TO MATCH ADJ. SlUILDIN6 WALLS &XDXI& GONG DLOCK 6sROUT ALL CELLS �'• . da •w ak�Aq$ir � i't N 11 N(T1A Imo[ y,NQi `[ ,• 04 VERT • 52" O G. /I/ 0• .✓ / ►ArK+wl, v.Alf1 10 6606V �A,JM + 04 CONT HORIZ LNOldGIw'w, 4 TYP 3 PLACES 'a I/71RM h iI4Al.[ _. b" x b" GONGRET'L' CURB •�� M. ON S SIMS 6' THICK SLAB O,/LR • 11A f 2' OF SAND, MEDIUM b E CAM 4 BROOM FIN15H-SLOPE 7 TO DRAIN i V' A. REDAR GOHTINU Ius, TTP I _ Ib C,ONc 1-Tr, eV + e AIC F'A j -.(-E CIVIL, -- - TRASH ENCL. WALL SECTION CURB AT PLANTER PIPE BOLLARD 11 6 1 SCALE `4,ALE 1 EXTERIOR FINISH SEE EXTERIOR ELEVATIONS 51-06 LINE RAMP TO COMPLY ---- 24 6A. 0.1. FLA5HING CAULKED 1 - --- AND PAINTED 1/4" DEEP C.RQO',/ES R `� WITH FEDERAL, STATE t _ -- MORTAR GAP 3/4' o c 1 LOCAL CODES - MA50NRY WALLS PAINTEXP05ED ` -A_ND R�irU1r ATJgN� I-- SIDES TO MATCH ADJ BU LDINO all = 04 VERT • - WALLS MEDIUM BROOM FIN15H - TYP 32" O.G. -- &X8XIb GONG. BLOC", 1 -�� ? 4 5-r_g_ GROUT ALL CELLS PER A.D.A REQUIRE"-fENT'6 POST, T r. Y BREED #4 CONT. HORIZ \'- , HEAVY BROOM FINISH - T TYP. 3 PLACES Mrk7E 6" X b" CONCRETE CURB F-ON 3 SIDES — - Z " IIIrlTl- 6" THICK SLAB OVER q e (1 4" OF SAND, MEDIUM n BROOM FINISH-SLOPE _ ------ TO DRAIN ; - MAS R`� ^A. J 50- D 147 5Aq Ali uL « - GONG. FTG, K^ 4-0- 04 -d" ^; GA'v!r E30--5 5E' Z #4 CONT. TtB MIN. OR SEF PLAN FOR H17 N 1/2" X 3'4`0'.0 P OE A/C PAVING GLNRB FACE ra ;N 5i./N9 SEE CIVIL �___ i E— s TRA:3H ENCL. WALL SECTION �2 SIDEWALK/CURB HC—RAMP 7 TRASH ENCLOSURE 2 -- - SCALE, SCALE. 1 1/2" 1'-0' SGA• 4' �, S « tr a �-----WHERE DOUBLE FADE SION OGGUW, USE GALV. BOLTS o 4 GORNER5 --- - - GONG.BLOGK FOR WALL iv �" __ j FIN 15H SEE SECTION - -_13LUEro I G N0 5010 I JAL $« --- - vAr, FEDERAL STANDARD 5452. - --- _ 4X4X1/4 TUBE STEEL 5YMBOL It MIN. 3" HI&H LETTERS TO /` - �E�l' BR40 r�S• I POST FILL WITH READ "RESERVED A:GE551 BLE STATE 4 CONCRETE. PAINT TO - \ DISABILITY PERMIT REQUIRED' - NHIGHWAY WHITE 1 j MATCH TRASH ENCL05URE > REfLEGTORIZED SIGN (STL. • t PORCELAIN) YV/ BEADED (3) HEAVY DUTY 3"Wh5"H � �� 1 TEXTURE OR EQ BOLTED - HINGE5 WELDEn TO F4'AME o zF -� - I TO UN15TRUT. ADD "VAN 4 CHANNEL, TAINT TO Q j�u 1 AGGE551BLE' 516NA6° A5 MAT!1'+ A,DJ. SURFAI-;E in �'ri II R[QUIRED PER SITE PLAN. - -- 4: L2X2X1/4 FRAME AND �� - I I/2" 50. 6ALV STL. G.J 5 / �; SEE Ps.`+5 DIAFONAL 6RAGIN6, UN15TRJT ;SET IN GONG. 5 FOR"e-A'�;N WELDED ALL AROUNDSLEEVED ! BOLTED AL ✓/� FLAN`l - - '��a° GORRUCATED I G.J. OR E,1 _--�_ 5T'EEL DECKING. WELDED - L SIDESES TO PAINT ALL o \ - AT INT'ESMAL C J M,PROVIDE 51 DES TO MATCH ADJ. U SURFACE GONG. WALK OR AG PAV NO JOINT THROJSH AND �WT.OF Gam• Ib" DIA. TRASH ENCL. DOOR DETAIL .13 HANDICAPPED, SIGN AT STALL 8 SIDEWALK DETAILS SCALE, SCALE, SC.A`F A• j pf i C U fl PORCE!_AIN ON STEEL --- -- -- REFL-EGTORiZED SIGN, BOLTED TO UN15TIZUT &ALV. STL. UNISTRUT, SET IN GONG.FT6. O • OR 1 II TROWEL JOINT NOTE: 51ON TO APPEAR AT EACH ENTRANCE TO OFF STREET PARKING WITH LETTERING NOT LESS THAN FIN. cpmcd 3" IN HE16HT STATING, GRADE ' "UNAUTHORIZED VEHICLES NOT '� BINO 5 •` - D15PLAYING D15TINGUI5HING -�I FULL DEQ'-- PLACARD5 OR LICENSE PLATES 155UED FOR PHYSICALLY — r D15ABLED PERSONS WILL BE CITED -- GOhC. G.RB CR AND/OR TOWED AWAY AT OWNERS _- 0 EXPENSE. TOWED VEHICLES 1 MAY BE RECLAIMED AT___-....._______._ 1 Z =; OR BY TELEPHONING ._-----._ m� (CONTRACTOR TO COMPLETE WORDING I'b A, EXPANSION JOINT OR G.J. WITH INFORMATION FROM STORE DIREGTORJ k y < T V DISABLED NOTICE SIGN � SIDEWALK JOINTS 4, � ,� ¢� - - SCALE, �= � � Q O STANDARD HEIGHT t CONDUIT J Q 51ZE. SEE LEGEND FOR FIN15H. r BAND HOLE W/GAS<LT COVER ALUM. 13A5E COVER OVER GALV 5TEl L I" X II 1/2" X 11 1/2" BASE PL. W/ --- 4-I" X 36" A.B. OVER I 'DRYI'ACK / -- Sk'E CIVIL DRAY 4&5 d / &D � DATE - 4 _ -- TOOL JOINT W S/b' •: as #12 COPPER GROUND WIRE: I JOB NOL a (V / 1/2% 1 EA ANSION JOINT -_'a'�_2# —FINISHED 5URFAGE --- v — _ C) ?LOT BATE o �1. O ----- 31DD•W-K 01-OT SCALE: dl CONDUIT, SEE SITE LLEC.T. PLANS ---- --- — -__ __ LII%4ml PING WHERE OCiGt� ' t-_-_ C)RA^BY d . .� -I -� — A.0. Pte, C B'-O" FOR STANDARD HT. EQUAL TO OR GREATER THAN 30, b'-O" FOR FEET TIME 3" CLR. STANDARD HT. LESS THAN 30' -TMP'- &ROUNDING WIRE SHEE' %40 -- 30" DIAMETER CONC. BASE -- W/4-05 VERT. BARS t #3 r1E5 o 12" D.CP-ORMED IN 5E.AMLE55 NO"UBE ABOVE ORAD'. �z:) ._ ^ �-• 01 DAPTMr,,UTH 72% LIGHT STANDARD BASE �"J�-0347aR1J�0182 -1O SIDEWALK CURB 5 4• -.F 70 -_ _ x E r MAY 2, :I I�19_l I , III ,� VIII VIII I I , IIIII I , III � 11111 11 , 111 11111 I , III I I , III , I I I111 I 111I1 , I Fiwx (LAM 4 MADE IN C14INA IN � 1 I� 1 1 np low W-0 � s'GONG V-6UT ER -- 4'0".1WJCMNY 5M CIVIL D0465 v � TYP l 1 -�► - __ _ ____._- I ROOF ACZM LAO= d 1 5@ DETAIL LL�q re I I I I LOADING DUCK LE'IELER —_ SEE 5PEG5. 1 --- s �• I CPLDr, HANDRAIL• 14 '64 EXT.WALL -S@ 'o I s eD ova: s 51b.'MTL. Mjmms M l SM T.I.DWfiS. ! TYP. p�o /a'GYP. b' GONG. 5L AC I I I I I j 4 I I CATCH _ I I I SM CIVIL R I I SCOPE MORK ��----,, SEE GNiL PLANS `R DRAIN . DOOR 4 HARDWARE SG+VL'S -SEE T.I.OV45 . Tyr. AA COORDINATE �r- W/T I DW!r5 , D - - AFSR - - -- - - ----- - m - - - - C -U11t C j I 1F I I I I I PIPE BOL:.ARD cc - I 4'CONC.WALKMY` T•ilp OF 2 5EE DE f Q d I I r S3'-S In• 24'-b' sl'- LIT f_ cd M co TY4 1 R. r IO 11 I I i + w TYR16'0,ODNC. - o 1810,cow. COL. L. _ _ COL. SONOTUBE COL. . cs •\ Y J d J ID J ry J J J I ��^ J J d - J � _. ..- J ...J J � J J J J � ,.% / x `. UO O O O UI % _ r r � � ` -_ r. + 0 O ` 0 —0 —o— o --1-- �--- bmi 55 BOI L FL�NLr BRAG -TYP. L51G. f � GONCUB S� SITE PLAN 1 CIVIL DWES.TC7c,. AP S SEE CIVIL SITE 4 CIVIL DW65. 5!TE PLN / CIVIL DHI56 Qc<TERAWV44 .yu.� PLANS ea SlOTE Wo. I I I i I I I I I I I I I I I I I I I 44' 4'-0' 44' 6'-I Ih' �.§..11/2' !4''2' �1' I/1' S'-�' S'-1 I/1' '3'-I I!1' 6'-I 1/2' S'-I I/1' �_ 3'-Z` S'-I t/Z' !'•I I/2' d'-I I/1' �_S'-I I/2' I-S'-I I/2' S'-3' % ` �.�.E DATE 40 14'-x' _ _ fil'-b' 45'-9' TRA5H ENCLOSURE 0—Cr -ATE S EQ. SPAGE!3-BOLLARDS —' IZ tom, 6PACE5 - BOLLARDS _-- — _-- q EQ.SPACES - BOLLARD ` \ 5A10 SEE SITE PLAN FOR sc I6'-0'_4 24'-0' 120'-0' 2D'( ` y DETAILS �. _ sc ALE 'I M.U. A DRAW'S BY S+-EE' TTTL E _ �7, DARTMOUTH 7255 — ------ f3UP84.0347&8��- a,e2 FLOOR PLAN 42 OF rn Mrn 1111 ; MICHORL ED IIIIII� IIIII � VIII 11111111 IIIII � VIII I lilll � Dill I ! II I 11111111 I � II111 1111111 F1BFR- IMADE IN CHINA IN 1 1 1 r�r --.-----__________ _M.__ TD--� IIIIi lo, ASSCaJPP�lR •- —20-'--S—'T-D--. - - IIII -2 0'-S'TDIIII -14.,4.._4 Ntll'TD: ISJ) ROOF If1II II�III .._.__ _. 4 WxIO'OVERFLOW scor R HK SIZE -S M. W-1' TD. _ 1 ROOF A 6M MATCM W LOGIC - / SE!< SPG S 2J'-2' TD 20'-4'TD ' Wr FM f00T'lLOPE TO DRAIN-M. M 20'-T' TD. 20'-1'TD. J �\ J 21'-O'TD. AC.AJMT-5M WC44 DH53. -----1- I 20'_T TD_- 2A'-1'TD__ I I 20'-T' TD / GUiE3-5E.DETL. - L__ _ I 20'-r TD... ACMLT SADDLE. -TYP. --- -� I I I A f ( r r S'MIN.ROOF hL1LKWAY-M. E;IU'iLT-UP ROOrM 5)'Slr:M OVE'.'R R161D ILLATION I OVER METAL DEUUN9 5@ SWIF"Ti"-TYP, I I I r 2I'-Y TD. 21'-2'TD. 21'-2'TD. 21'-2'TD. 21'-2'TD. ._ I I 21=2'TD. 5 cm- I ^ I A4.1 I 4 - — - - - ---- - ---- -- - - - ------ - - -- ---- - _ —__ - - 1- --- -- - - - — - _ - - _ _ I P," a I \ - I - - t C 21'•41'TD. 21'-1'TD_ I 21'-1'TD. I ]I'-9'TDI 21'" fD.—/ I I i I cd 22'3'TD. 22'-S'TD. 22'-5 TD. 22'-5"M 22'3 TD. ♦ 6u --- - 22 TD. uJ cr 4 1 \\ O S - 25'4*T — 25' 5'TD. `Z5'-`i' TD. x Pi R a 4 - - -- 24' 'TD. 24' 5'TD. t,As.l V 25'3'T.D. --— - - ---- - -- - - I I — - - I z w 11 Z U <� 44'-0' 0 0) BID *ZSA DATE „ c .108 40 - �* cT DATA -- O' SCALE a A _-AAWV 8Y --- A4.1) -_ SHEET TITLE I SHEET VCS A- 2.0 CiAATMOUTH,7256 ally-0347 a BUP"-0162 __.._----- _-_ ___. _ _ -___---------_ _ __ _ _ _ O C�F P LA I� L 43 fJF 70 A—E P, - j MAY 2 91995 I1I I I I 1MIC70hirILMEDillll � I1III , II1 I IIIIi f VIII I Iilllll I ILII 1 , 111 , 1 Flom GIA I '4T MADE ``IN CHINA. � IN 6 :r EXTERIOR FINISH SCHEDULE MA'I F VIAL F WIfSI.1 . j ol ' 'Iris r•�; I� I p G►U br<O r 16 SIR if Is �y OVY" hAlDt"W • GLI1At RNs. • N0%4ZTAININ&U'hVlT4ft Stf. hTPakTl [/ 4ft U TO W11GM Ib••C.OWAM71! 5CA40TUB1_ "AlhN Ord""�Rl►T>f NJRW.WAT"Lh O W -uv.0 60 PAINT p PANT -MAO* �_'AW nM�ttM�o►ew d' S ANODIZW AU�MMM 6TOR fAff GA%.Of1 -GAMY ow i ..... -i I I I - I • Z4'-OTS o /4 E ITS U•UR SAT*rft /✓ - _. 7-1 ,.� _ 1_ /d 4+aN LUG. Iw'►le�l. �.aae TU wTG•�a�..,wtnwis:� •�..-. � • .r••rw%v�e..; S 1 E _. _ b PWIA A 4W!JARS C&M - TG MATU+AG.tiGENT •&MAU GU iR .._. rT 2•RlVEAL. POL►6►tD STA0ILL'�h:TEL.. Cft CXPAM i10N JOINT _------- . ' ' . 10'-0" AFP f N ��it 1.t . T.5.h1ALL Y •" 146CLLLA -OA I-ETALS _ 1 L INC OF SGRFI7.1 Kki IN'•BONY III Ovl3trLOH 5C.UPPEft CL -- ----------- --- _. - —_ 1_.___ - -- — • INC - ----- O'-O• AFF EfcTEItIlM LIGHT FLM. LINE 6KA a LNEL • SICOOLK AMD& - -- - 4'-O' BFF 6LAZINeS _ ^ J DOCK LOAV:45 A* B SOUTH ELEVATION —S A e JTZ F -. ----_ -- _.. _ -__a • 24'-O' A -r- - - t_ 1100E LRE-M. I - - - - - 1 a -- _ GRADE LEVEL.•SIDfYyALK APPRox • �-- - - GRADE Lives.v-euTTele _ _ , • • . f s I s OL - _- ---- -- — - ----- - ---- - - - - - ---_ ',M&L1� " EAST ELEVATION �GAL�, ve• • I'-0• F \,J L= i Z4'-0• APP OL T.O.P. j ROOF ._-M. -- _ -- - = - I r C - ------ 6RADE LEVEL.SIDEKALK.AMOK - Q a y r l: i • - GRADE LEVEL.v-E�UTT>'t _ - _ . • _ _ --- , 0'-0• APP _ AL - PLR LI cd . I � t m (Y w NORTH ELEVATION a W -- — --- - lGAL,E, ve• • �'-v• N X Cn _ I �^ q d 'S 7 4 T`R B O" � � ' > � 5 . f p � A A � ►- A G D EI �G E \G G D E � 6 V � * fib'-O AFF � +-251-0* /IPP - --- - . -- 8 T.O. GPNOPY 44 T.O. GANOPY z RDOF LITE-TYP. I w -- --- ---- --- — -- — -- - -- - -- - --- - 24-Q• Arr V - - -- - - - I -- - -1 - - , Now f can�- � C, • r • z I L-L _ C___J C--� TMs'• M'-0' 61D ISSUE DATE • 10'-0' APF _ --— --- — ---_ • SO'_O• A�°� ,1p6 N-1 Cil - - D.O. GANOf*I T�S1•W.L sc_=_ °-�` - \ PLOT D ORA" Ll1A9.•IIDDW.K i � � � � � PLOT SICA.LE I IX-01 AFF _- __ _ • m Ll 1 -�� _ _ TO, BULKHEAD '-4w � � _ � DRAWN FLR LINA E--- O'-O' - - - _.1I � --� -- SHEET Tilt ARDS- _..- c SS PIPE BOLL -_ _ 5EE TiA-4 JETL �/A4 _ - �-o• E� CT) • TDF9W4M 6LAZIN6 - _ DOCK L.OAC146 _ A- 3.O DAPTMOLITH 7255 WEST ELEVATION 4 SUP9"3647 d 8(JPS)4 0192 ---- - _ _ L.C.AL.E u r)F 70 MAY ; 9 1q!�[, MIC RL ED I �� I I I I 11111111 IIIII IIIII IIIII 11111 611111 11111111 111111 Illlll - (AAN '4' MADE IN CHINA IN Nk',7yy►� 1 I" EXTERIOR IN9A ATION F'IN15H SY5TEM ON 1/2" EXT t I � I PL Y WOOD E�►-R.:ATH 11413 ",,,,,,,,,-.,—„,,-„� I II I II `QTR STEEL STUDS FRAMIN5 - SEE STRUCTURAL DRAYriN&5 C45L r5,°TPAWL SqIE *Vol #4 loll I I ('A1EL Dotit*L1 I I GLINT BRAKE FORMED ANGLE BE 24')WIld h) 1 I I /- \V STUD l f I J *awl ...... ” { PAINT DOOR / FRAOt TO MATCH F►v5r' 0-0.4'ER.A-,- 1 .1 1/2" EXTERIOR INSULATION ADJACENT FIW50-6M FINt5H IA Iftl- 5a t FINISH 5Y5TEM ON 1/2" EXT. c�CAE�AE t vj OF PLYWOOD 5HEATHIN6 DRIP PrtO/?UE KE' l 1 - 5/4" CONT ROUTER GUT DRIP Jam' DRIP DETAIL 2 SCALE, I" ACCESS DETAIL • I'-O- l 1-7— J, t X� s� - -- - FACE OF CMU WALL � y 40)___ � 24 SA. MET. CONING • 2b'-O' AFF- _ % — FAGS OF G►rU WALL T.O.FLA5HIN6^ ; . I � VENT W/SH I ELD 1 INSECT SCREEN • 15'-0" O.G. ELEV. 24'- 0' r I MASTIC BEAD a TA.MA50NR'r' _ ROOF I NS ROOFIN5 5YSTEM OVER r O-/ER RISID INSULATION 6" SPLIT FACE CMU WALL �� R1510 IN5A-ATION I / MET. ROOF DECK SEE STRUCTURAL OAS MET ROOF DECK -TYP. 2 51514 N.I.C. I STEEL ROOF 'o, ELEV. IV- V s JL -- STRUCTURE - SEE i T.O� SND STRUCTURAL 0015,5.01 .11 -� - _ - --- - ROOF 5TRUC7L*E Ile i QEE STRUCTURAL _ ROOF STRUCTURE DRAWINGS SEE 5TRUGTURAL oe .11 ELEV. Ib'- 8' •� �� I BOTT. OF BAND �� '� i _ _ _`5 5/8• MTL- 5'iVD FURRIh6 � m L- _ - _. 5TL. COL. SEE- W/ BATT INSOLATION COORDINATE Y'1/T i.5 DWSS STRUGC TL. DW55. `''�, b" MTL. STUDS LAID = -`, FLAT GAT-WALK _ 0 C 6" MTL. STUD FRAMINS C I" EXTERIOR INSULATION --------� 4 FIN15H SYSTEM ON 1/2" EXT. PLYWOOD 5HEATHINS - 5 5/6" MTL. STUD FURRING - - _ .kJJMINJM SOFFIT OMETAL - _ - W/ BATT INSULATION COORDINATE W/r.I. DHSS. .JOISTS - SEE5'TRIAGTL. DW65. _ -- - --------- -- I----- ._.__ �- -- TURE o CANOPY 10 V-:-HAPS PLANTER AREA - SFE CIVIL PLAN 5 5/8' RI - SEE DET. 2 I I � � I / MTL STUD FUR 146 cd ccI I W/ BATT i NSIJLATION h I it I ! 5/6" SYP. Bal. i _11 COORDINATE W/'T,I. DW55 ACCESS PANEL. WITH cr LOCK - 50 REFLECTED I I w CEILING FOR LOCATIONS - - ---- III 6 � I I 1 .1IIII= S CONC. V-BurTER � x cn SEE CIVIL Dw56. �, A5 o = GONTINLIOUS I I III—!I hI I-_ ►�-.hL DOOR 4 FRAME0 VENT SGREEl7 _..._.--.�_-- --_ - I-1 I I=1 I I=I�I= - -111=1 11=1 I lil I I-1 I i- 160 GONG. SONOTUBE COL.- SEE STRUCTL. DW55. 10 5/b" MTL. 5TUD FURRING li I II I II I II I II 111111 1-I II 11 111 I 1-1 i 4 51M. O W/ BATT INSULATION ��i.I(I I I ISI I I-1 1111 Isl I-_ _ � � 1 5/61, GYP. BD. 11-1 I I=l I x-111=1 11-! I_I I _ . SIM CML PVCs. w " FOR BASE 1 -j j I=1 I r=-I i I_.I 11-1 11=1 I I! I I--I 11---I I I—_ FOR BA�.e -I i l-!i!=111—I 151 11-111--1 ! FLOOR FINISH , III � V FLOOR FINISH N I- _ ' _ 4•. GOG, hlA1_K I SEE FINISH SEE T.I. DH&S. 111-1 x-1 I I I 111-1 11=1111= I SCHEDULE-SEE T.i. DW65 3 SCHEDULE -I I I--1 11-1 i 11,111-;'11- Gri I I I -'I i-1 li=III_.__. . � 4" CON,. SLAB I I--`_ -1 G<:'rG SLAB 111 i I I 1 I I 1 s 1 __ 0 MEM:3RANE t MEMBRANE 4h OVER WATERPROOF ' i-I�'- OVER KATLKPROOF _ T ELEV. O'- O" I I ! �� GRAVEL PER SOIL'S ELEV. O'- O" 1--11 � i. ----- � 6RAVr=1_ =.rc'. STRix; L - - FIN.FLR. - — - — - -- - — — III=1 I I=�TI 1—III=11 ,� -- g ,-I IS �AT'� e a RECOMMENDATIONS - FIN FLR. - -Li L - _ , L-i I II I-- ( I I II-1 I!_I i i�l I =1 I I--I► 1 =1 I i a %A)I I i 111 I I�� ?-.�•-�_ VLOT SATE l a de PERIMETER INSULATION - -- SEE DETAIL / PLOT SCALE WE STRUCTURAL ` i _ __ _ DRAHIN65 TYP 4 7RA'rMrl it :SEET TrIE _-A r- o-c 4.1 UP94.0182 PlARQUTH BUP9�t-Q347 b BUP SECTION AT CANOPY - A WALL SECTION B BIJ 45 OF 70 SCALE: 1/2" - 1'-0" SCALE: 1/2' • I'-p _. .. .,..._nom n.�r. .., �..•�..-,. .,._...,.:- ,.�,..>..,..,.„... ,�.,.�y,.o.,.,.:,.,,,. .. - ,..>*. y MAY 4, 911,95 f I I I I i l l l l M Li ICROFIL ED I I I I I I 11111111 ( ILII I ( ILII I iiIj IIiII 111111 11111111 I II111 1111111 "V"- cu.Aett MAGE IN � CHINA IN . 1 I H wr J! 1 7 ' /�• II+MI�,AT101� 'bM� / C1rtM+ lr' F .....� / ..._ ._..�., . j Pl�KJ 8RL°IVC� 'GOMRFN/.Jt, �IF 6TRt�iTL D�'J xx O 1 • C 00 j O D ORA/E:- BA.�f 5EE 5G_` REy"�*' A - (, ♦ .r DRAIN "n F+Ek f-/i REPS*' n 2' 'r*W, 640W mfr .�-ER R.S D 4 1fxJLAT40N TD W'Aa CEO PQZW TOP OF SL—A15 A40 '►fit+ /ER`Gh. FOR 24' OR 'G 'OP GF Fif^ ►.,y WrGE/92 5 .E55 FOUNDATION DETAIL v S ,J • 24 6A. MET. COPING — - �.-- FACE OF GMU KARL L �4 6A. MET. GOPI'v6 -\\ _.____ FACE OF CMS WALL h ti, A5.1 A5.1 14 EL_EV. •24'-0" AFF _ - _ 1 �ELEV. +24'-0" AFF -_ I ELEV. +24'-0' AFF L O. r��►5 - - -- - T.O. M�50i�RY� -- - -- -- - — BUILT-UP ROOFING O/ - 1 I RIGID INSULATION , A5•1 I MET. ROOF DECK BUILT-LP ROOFING O/ ` } -TYP. i I I / R16iD INSULATION I MT.RG?JR DEGK G 2 A5.1 E-EV_ 16.-61 .. .- - -. - - - - ELEV. Ib'-b" -- -- - __. - -- - - — ELEV_-!b'=8" - -- --- -- - - --- - / + TOP OF BAND -+TOP OF BAND TOP OF BAND - ROOF STRJGTURE 1 BOTTOM OF BAND - - — — — — — — SEE 5TRUGTURAL _ _ _ ELEV. Ib'_8" `ROOF STRLIGTURE ROOF S-Q ELEV.__.Ib'-b" _..... ._ _.. I .�G JRE DRANIN5S BOTTOM OF BAND--- - --- - - - -- SEE STRUCTURAL BOTTOM OF BAND - - --- - I SEE STRLG r.JRA1. DRAWING5 / I DRAw1N6s / 5/b" GYP.BD. O/S 5/6" MTL. STUDS / I 5/b' 6BD. G/3 5/6' MTL. 57JD5 --' �j TO UNDERSIDE OF STRLIGTURE i TO UNVER5IDE OF STRUGTVRE COORDINATE WITH T.I. DW65 I COORD I ATE WITH T I. DWC _ / I C CMU WALL-SEE ;, I c c C 5TR ICTL. DW65. i 6 FOR SIZES-TYP. j Q a `----- SECTIONAL DOOR t TRACK SEE SPECS. F HEADER -- - -- -- -- - - - EXPANSION JOINT / ST L05. METj 4 SLrt.ER _ � If MET ST'57j:;)`5/ ELEV. VARIES ` SRAVEL BASE ; FRAMING - SEE I FRAMING - SEE SEE CIVIL PLANS ^T� T.I. DW65. I T-I. V0405, CMU WALL-SEE - - - - STRUGTL. DW65. i SEA FOR SIZES-TYP. j ! DOCKAXR I, -- m WATERPROOFING-5EE SPECS. ^I I I`I I EBATT INSULATION / I BATT IN5uLA':GN W/ VAPOR BARRIER Nl VAPOR BARRIER cr RETAINING WALL CONDITIONS -III—III=I I 1 SHALL FOLLOW THE SOIL'S REPORT 'I7-11 I-I I I � N� RECOMMEND4TIGN5 FOR BACKFILL III-�1�1 =-,, x Lo FOR FLOOR t DRAINAGE-ALSO SEE CIVIL PLANS FINISH-SEE T.I. DW65. -- , _III1I I - PERIMETER _ FOR GRADES AND SEE 5TR GTL. INSULATION _ EXP. JT. SEALER b" GONG. SLAB DRAWIN65 FOR WA:-L ! FN. T. SIZES - _1___7I_ _ SEE STRUGTL. DI I I I I i , GONG. WALK O/ b DOCK LEVELER I�I !Ei I / 4 CONC. SLAB-SEE _I GONG. SLAB VERIFY W/MFR. --\ I -III_ STRUCTL. VV35. HHERSRA =L BASE Q Z � FOR SLAB :.GHVL. WHERE OCCURS �� ECFV, O-D' -- -- - - -• -- ELEV. O'-0" - i I�I EEL - - - .-- `\\\ ' z FLOOR L!NE -- — — - ---- a FLOOR LINE FLOOR LINE-- — -- -- - — - ' -I --` u� --�- -- •• °o c� 0 . --I - -- - EXPANSION JOINT � ° 1-771i-_111 1i-- --I - SEALER 6RAVEL BASE T GONG - e e e NSUL ON &R.N VEL BASE PER SOILS I I --` �rcSSA. UE DAT REPORT RECOMMENDATIONS I I _ ° •� PERIMETER _�-- a SEE STRUGTL. DW _ L- -J '5EE STRUCTURALWEy DS .�09 NO _K --- COW -- i! 'L�f ON 65.E\_ P1_0T DATE. a CRA`,1EL. BASE PER SOIL'S Y - REF )RT RECOMMENDATIONS r1DT £ GRAVEL BASE a SEE CIVIL PLANS - - -W SEE CIVIL PLANS DRAW% BY - SEE 5TRUGTURAL DW6S SHEET TfTIE " S-,S ` SHEET Nc A-4.2 DMWOUTH. 72.% LOADING DOCK SECTION A WALL SECTION WALL SECTION C SUP000747 A SUP94-l•" _--- — ._. -- - -- __- -— --... - 44 OF 7o SCALEI/�° • I'-o" .-.r SCALE. 1/2" MAY 2 91995 � I I I I I I III MtCROFILMED11 Illilll IIIII � VIII ( � IIi1 � �1VIII I IIIIIII I IIII'� IIIIIIII I1 - (u11lB MADS IN CHINA IN I r I I I P F'L`5 ARE 1 1/4'• --- 2)OMNLi ALL o LU9 94vi rvi t�wr Sp%W 4 2 GOAT"y OF PAINT AT ALL Allow 'U w_p ME TAL GUAPVML A, P66T5(EMAL.L j 0 4'-0' OG-MAX � r� acu�a►� �I 1 enb' >R "TE _ SHIM AS REQUIRED n I TO"LGAULKINO • , . - — — -FI►uSH 5URFAGE COON 5 T U.S. ALUM. 400-5 ■ / ` 1/ `✓ DOD=ik9L#f- PIPE FA5TVCk RijEeER EXPANSION / SOLID Fo..9JT'ED e#4EQE E ITS t�ff 5PEG15 1 I/•PO STEEL PIPE 6UARDRAIL MYTH � r � � lr. SERI E5 OR APPROVED wuL TTAr� IN6 JOINT, RATED �Rg r�G - ,EE 5*R✓, E�� 6AlV. MELDED WIRI: FABRIC, P1P-5H PANELS R.EQUIRFD 6' LONG ALUMINUM '- "-' '- (2-I/�' OPE►4HP 1 6A. WIRES V'7tT. DI�f• �r/�c �G�A' �i►` / UZATy.S - 4 TOTAL �L OF FRAMING AND Sur° T 4'-0 0G MAX. EAUALLr 5PAGFD - • ID OG. STOREFRONT / �� / "Ar ! TA!� . SEAL./WT ON BACKER ROD (GONTINY)US ALL 4 510M AT TOP OF ACCENT BARS - TYP. 11 •- 2� 4' KD' ALUMI" TOE,MITERED HEAD/JAMB AT STOREFRONT �0 TYPI(^AL RAILING 6 CMU EXPANSION JOINT .� END CAPS, ac ALe TTA 4W WITH E.5 AT FOR RKY AND PL TYPE APW5IVE AVAILABLE FARM 5GAL.E, 5" 1'-0" 5GAL.E: 1/2' • 1'-0" ` MBGI Co. ('511) 5qb-4400 ALUM BRENCMETAL CAULKIN6 TYP. STEEL. COL. 1 51R1UGT. FT/7/ K pT rt�w f•.Ki�w.e a lrlrii rowrt7!t!MU 5. ALUM '400.5" - JG lop5CRIE-5 OR AM-ROVED OUR ILTOOF 'u'.r,►"AffEA1AL Z" OVER 1"L AN5ES, ' 'VA • •' -� " ,, -2 Imo. HOT MOP ALL — - \ b• H x Ib• w �`` AROUND, T`rP. I � bid STOP ..- - OVERFLOW 4w10uG 1 / 246A 6.1 VV246 J I / LAN6P' A E5 ALL ' BUILT--IPLAY? AROUND, PAINT ROOFiNS OVLRI FL.Iuh1IN4 - 1Kp�p 1 mmoocG' AREAS 04"►A,R.40r + 'A,? I I ] TO MATCH \ in �� `N GpNTl - - - - ----- i 61 'I'L 9G 2 DrtlO CAULKING \�_-_---- --^. TO e. A AROUND SGUPT"rc4:_ �o E! d 50M A5 REQ. - / • Q OF WALL AND STOREFRONT 3 ACCENT BARS AT CANOPY .16 COLUMN AT STOREFRONT -�� OVERFLOW SCUPPER -7 FLASHING AT COPING - -- --- - -- - _ - - ---- -- - -- - SCAL.E: 1 1/2 • 1'-0SCALE: 5" ■ 1'.0' SCALE: 1 1/2" -0' °GALE: x - 2 5/4' BACKSET NOTE: 1 FOR H�WARFIONS \ I/4" BENT PL. W/ 2' FLANGES / p 1/2'(P x b" N.5. • 4'-0" O.G. AND 1'-0" FORM F-A. END. y -. I -LINTEL-SEE STRUGT'L. ■ 1/91" MAX. GAP BTW. I - DOOR i THRESHOLD - FIN SURF-AGE / - `-_� 3EGT10h.A.! :.vUR AND TRACK I F3Y M'rR. ELEVATION SEE 57RX- PLANS 1 iiL 12@ 84 C4 HAwCRAILS,POSTS 4 , / ! I J IN1�er�lATE SUARDAX�} ARE I'-0' VERIPY - __ ------STEEL CHANNEL. O O MASONRY ALL SEE 1 1/4.0 STSG. PIM (PAINTCD) - i „ / - 5TR14T. PhOO NA r. SOIL i i -- leRn SEALANT L3+"-FILLSEE if -- MASONRY FRAME ANCHORS SOILS IMPORT �, �rLApc -•— ,, /; FON n / ------ PRESSED METAL DOOR FRAME - ' ,� ---- - SHEET METAL 5GRE1N FOJVA71OK SEE STPLiCTURAL HEAD AT LOADING �2 M11- p TR,PPAINT �OMIDES, SCREEN WALL AT LOADING 3 - -- TRtAV , — ------- ---- CL MADTH S SCALE: !+' ■ I'-0' __—__- - -- EE EXTFIN. Se-HED. 'SCALE 5/b' -0' 6. I]• HEA'J - CD _ G.M.U. HALtLOF STEEL PIPE MA50NRY WALL 1) TREADS::II MIN. U C 1 _ 1 /4" BENT PL. W/ 2" FLA'IN&E5 - -- -- SEALANT R15ER:=l' MAX. Q L 1' 1/2" Oxb' N.5. 0 4'-O" O.G. AND 2) CONCRETE LANDIN6 a< 1 A 1'-O" FROM EA. END. (1/4° aENT MASONRY FRAME ANCHOR PL. ALTERNATE) •sem ' STEPS TO RECEIVE 4" SFILL W/ GONG. NAVY BROOM FINISH5%. PIPE — ^PRESSED METAL FRAME 3) THE UPPER APPROACH AND LOWER TREAD ;E I ( AL16N W/ JAMB -- OF EACH STAIR SHALL 13E MARKED BY A STRIP DOCK Bur R E ELOH L I --- SHEET I-IETAL SCREW OF CLEARLY GONTRASTIN6 COLOR AT LEAST 2' C'MU KALL KDE PLACED TO AND T MORE THM 1- RP - -----MEATHER5TRIPPIN6 THE N05E OF THE STEP O= LANDIN6. THE 5TRI - - TRACK r ND SUPPORT BY SHALL BE OF MATERIAL THAT 15 AT LEAST A5 • M". ` MANUFAG'UhZtR. - -- SLIP-RE515TANT AS THE TREADS OF 1) . 5TAIR \ - HARDWAf�E BY MANUFACTURER - __ METAL DOOR, SEE AEiOVE 4) UNDERSIDE OF NO51N66 �#iALL NOT BE ABRJF'f. .JAB •V I I - 5) RADIUS OF CURVATURE AT LEADING TREAD E06E I'I ► ATHERs1RI PP1 N6 SHALL NOT EXCEED I/2" - STEEL ANGLE BELOW, .-EE i . N SURPA0aI WELD TO OPENING FRA7r� --- - ADJUSTABLE 6) RISERS SHALL BE 5LOPED OR UNDERSIDE OF N051N6 --- GONG. STAIR --`-- AND TO STEEL ANGLE AT WEA71.IER5TRIF'IN6 SHALL HAVE AN ANGLE NOT LE55 THAN 60'. ' PIT, &RIND ALL WELDS SMOOTH. 1) N05ING5 SHALL PROJE"7 NO MORE THAN 1-1/2'. ry — SEE sTRU'T. FOR ANGLE 51ZE. - 1/2" X 5" ALUM. b) PRIME t 2 GOATS OF PAINT ON ALL EXPOSED METAL t STEEL ANGLE, SEE STRUGT. - N n THRESE►c•LD SEALED IN MASTIC DOCK LEVELER PIT. I LL L L I `\ xS0 � 5EGTIONAL DOOR U I I/4'0 STEEL PIPE GUARDRAIL WITH -V- 6ALV. MELDED WIRE FABRIC PESH PANEiS r (2-1/2' Oft"%0 tfi 1 6A. MURLj. 'YTRT �- T 4`-0' 0 G. MAX. EQUALLY 5PAGED — HANDRAIL ® STEPS JAMB AT LOADING DOOR AT CMU OPENING 6UARDSRAIL5, t�-� � (z�j ---_._ _�.—._�___ INTERMEVIA" 6JARVRAILS � � .• 64 �o SCALE: 5G/LZ, 5' , 1'-0" WALE, 5* . r-0" ARE I IWO STEEL PIPE, PAINTED - (GRIND ALL MELD5 SMOOTH). FACE OF WALL 5EE FLrX-)R PLANS - 1/2" DOUBLE OALZINO - e% TYPICAL 1 1/4"0 6ALV.PIPE 1/4 HANDRAIL PV BRACKET • - B0 RSSLIE DATE 4'-0" O.G. MAX. / - .�8 --; OF WALL ANw7 n LJ TO - — - — --- --- - — - �= == - PLOT DATE STOREFRONT RETURN HANDRAIL - WALL • j m 1 2. ..p 1' I SLEE`�5 E'k7E Y'E7 - " I 4 u N N GONGRrTE t'LO: 51:A1E BOTH ENDS / • IELI - -_ o I - '1 ,RAW*! BY w ,, �3 • NOSING 04 • ID O C MA.r. 14Ff T nTLF. FI 15H tr -r- U.S. ALUMINUM ACE 5 BOLT9SHIELPS "400-5 SERIES OR APPROVED EQUAL 04 BAR --_- G.M.0 WALL / 1 -- A-5.0 20 HANDRAIL DETAIL 14 STOREFRONT MULLION 9 CONCRETE STEPS Jf''A 0347 s N1/c+tw r1,yy WALES • 47 r)F' lC, Mnti MICRORL ED III I III l i I � I I � I III I I I � I I I III I I III � I III i t III III I I III III I � I 1 nm- (9.Ax I 4 MADff IN 6 CHIN) I IN 1� cI i, k, 1 :�' i �•. �' "moi \ .ex .s«r.' 5'x5'x'./4' 6 t L AWILE IU) TMP ." _ . .... II .. NEIEND 5N7 MTL O/tlt FASTChCR A; '✓..'C.a �i'r �//�J/ ` • �� 1 A. .\ .. \: rr ren•,tt � (1 i / � � °,E F bTRUG 1Uk A :cam' . All - \ ^ / S,CA,.A.'v' 441 S,DrS IN 0 I�T AKN6 5Y5TL`M ,rkiiii SEALANT (4) 50Cr rr �''•�'.Fy f I�r�i A' tr' /1 + A\' \ •' r\ \A i I A - r w.,K s 4 9CC 5TR�GTURAL / r u .. ., • r-14/r.+- iv4 - t v��,oirlxy 4 %4"x/4 5% ANGLE (U NO.) /� ♦4�r '' G�/�+4/i� 'Li !/J-'• A :•[�' �j-+R� G GrrANNEI. 5TECL LEUC°/t ` e cr i SLC STr�GT'JRAL ELEVATION c�f.'A- ,AOL u - .._ EXTER GR Q1✓!.r' S ✓t- ._ '✓' ROOF FLASHING -7 21 16 CURB FRAMING PLAN i 11 DUTCHMAN - j 6 PARAPET COPING 1 -------- - _ _ - ------ -----_..__ - - _ 15/4 1-O NT5 g s r .O ANCHOR ,:LIPS A5 a.E:O D -^ ` SHEET METAL BY REF- CONTRACTOR - 5 M GOPiNfi w/ 1 5-AND NES 12 ALL JO,NT TO E3E r \TION PAAl 5EAM • .0-O" O G MAX WATER T16HT _ ROOF EXHAUST FAN W/ / P 5 vAIii VENTILATED CURB SEE MEC- - � .� -Sr 1 - - DUTGMMAN W/ SEALANT T S!DE MOUNT t`-LEG. EQU A5- -!�G' � Ac+ .tG s,'� • _ ._. M ! 51 PES a 24' O G 5EL \ ( OR MOUNTED OPPOS!C I _ / __�_.__ p /; G ��,�q� 5'Q • C y CONDENSER END FROM PIPING c;OV� ` r --- TYP ROOF CURB - SEE DET _ 1 I LAYER OF ROOF'1N6 FLASHIN6 ELEG. CONDUIT ( 3EAL I I 20 - EX'L-ND TO THE TOP OF PARAPE- WA ER TIF)HT AT PIPING' _ ` i i� r c,. 1,05 • �j_ COVER PENETRATION J I MAS' 1 ..__. �D f N' TAS l �f�1 ROOr NO 5f'S'EM \\A I 1' W40F NIS 511151!:- I I � �;, f: SArf, r.AS•+'.G � �� I R'61D !N5ULATION - - - - - METAL DECK r(� USE 5MT MET GOLL.AR ai _ (�' ---- STEEL ANfJLE AROUND OPEN 6 FRAME TU --GAN" ON P• �+Ci \A•�Q. ., DRIP, SLOPE PIPE 50 STRL,CrURE SEE 5TRUGTURAL 4 DETAIL WATER DRA!NS �" - _- g• TH:GK PABG0 5JPER FIRE TEMP. TRUSSES ~�� ACCESS PANEL ( TOP 51ME J OVERLAP BD. SEE MEGH ROOF 5`/5 EN ------ �' SEE- DETAILS I ! 2 FOR PARAPET ADJACENT SIDES, 2" USE 5HT MET. SEE 5711 - "ice 6" � o GONrITIONS OVER 56" H16H. ' SCREWS AT O.G. r PARAPET COPING _ 17 DUCT PENETRATION 7 ROOF FLASHING 2 S A _C✓�._ •. I 5HT. MET. SCREWS C �\ ----- -_6ALV. FLASHING WA5HERE '- -- '�- "r- _ DUTCHMAN 32'-6' 6" O.G. CONDENSE • e� ----__--_- -- z PET,e AGGE55 PANE' // u_ e, END FLASHIN6 O EQUIP. CURB_ - —I/2" EXT. PLYWD. ' f CANT STRIP SASE FLASHIN6 COPPER PIPE WHERE u} 8" ROOFING �A� BEA. TYPICAL NOTES: -- _--_- OCCURS, 2" MAX. '�.__... _ ` I / D;A. W SHOP WELD ALL CORNERS ' 1 > AND MITER, TYP. 4 b " r / ROO='v6 IW '9A R1610 INSUL. O/ROOF SHT6 / �� + / .Tl�ii'�llll/ii./�11�11� a� CONT. BEA -_ I D OF MASTIC-NEOPRENE FLASHIN6 - "-P,T. NAILER I �` I l •�� ._ w w I 4x12 (RIP TO ROOF SLOPED, P.T. GEMENT, TYP. --Tt 6 { --�- SIMPSON A55 EA. SIDE OF PURLIN I'-O" 8„ � "DUTCH',AAN" K/ SEALANT. ------ - - METAL DECK VERIF I I I I TYP. SFE SECTION 5 --- ALL FLA5H'NG TO BE GALV. CORNER FLASHING -� � 23 ROOF FLASHING '18 PIPING COVER CORNER CAP FLASHING $ ROOF PENETRATION FLASHING 13 3 .� - -- ___ - - - -- -- - - -- NTS _- ------ - --— , -0• = V �J 50" X 36" ROOF AGGE55- 9 C HATCH BY B!LCO W/ L C MODEL I LADDER OF WALKWAY U UP SAFETY POST OVER ROOFING F�EXi? GO,ID►, GGNNE;-�� < iZ I SYSTEM I t .,O\� SEAQ - SEE e I .." c !/2" RADIU5 T''P. GRIND VIBRATION MECHANICAL EQUIPMENT ON _ ALL EDGE5 SMOOTH. F --- COLT cR FLASSEE t 5C_�R_FD SSUPPLIER% PAD (BY UNIT Icy �, Oti!vEG''OV - SEE E EG' SEALANT 3/4" DIA. STL RUNGS ® !2" �l s % I� - -- - --- 5HT. MTL. FLASHIN6 (6ALvJ O.G. WELD TO 5TR'NGERS U ----_—te`AS-\S - SEE E__Gcd - - DUTCHMAN" FASTENERS _2 W/ SEALANT • 2'-O" O G. • -,�--F_AE,« 'v6 CONS tw TOP OF m BUILT-UP 6' __ • COUNTER - FLASHING - LAP ROOFING OVER 2 5%. RAILS, 1/4" THK X VEQ`f.A,. SEG'ON JTS. 1.2" TYP. t 6" • CORNERS 2 1/2" (2'-0" GLR.-BTW.) Q C MTL CURB f (SEALANT JOINTS) FI.ASHINF PAINT ALL METAL. r i —� -- Q J✓ NS%J`A-CN VF MFG. I REG'D UNDER BASS: FLASHIN6 - - Z _ UNIT ROOFS. ON P.T. WOOD CANT / "L" BRACKET 1/4" THK X 4) LEVEL " t P.T. WOOD NAILER 2 1/2" WFIN r / 5/6" DIA. X 5" _ _ vl— LONG EXPANSION ANCHVRS �R. I _ ___ t3 RIGID INSULATION ON ROOF G.I. 5GUFPER W/FLAN6E5 ��`' - .,o / C7 / :-- METAL DECK HOT-MOP ALL AROUND -- % _ oNN, .'-OR_ _ _ _ _ I!2"m x3" LA6 BOLTS • 6'-0" oc TYPICAL. LE DER WAp ROOF ACC-ESS HATCH ROOF PENS TRATION FLASHING e L-1 - (4 MIN PER UNIT) P.T. WOOD 6x (RIP TO ROOT SLOPE) 9 I 16� 24 6A. METAL DOM5POUT - - .-_-_- -- _-- ------- y - ~-- ROOF 5Y5TEM b" x b' PAGTORY PRIME, �� / / MASONRY - 5/a' -o -Irl• • -O U PEEN O/E%Z SEE STRUGT FIELD PAINT TO BLOCK WALL. ROOF AGGE55 HATCH .. .........C� " � END OF BAR. OPENING DIM. -- VENT o of r *rG.• D O� MATCH ADJACENT - , INSULACAP TED CURB HATCH MF6 UR ___------r-------- SECE -O p'eE A SES•*\ . OURGLAR BARS 5/4" DIA. RODS • 5 Or- EACH WAY-TH!ii ENDS SHALL HAVE 5<1RFAGE _�-- -- 5-Oli CCL�AR SEE rEG•- 1.) - WA5HER5•DOUBLE N'JTS ALL 6ALV.5TEEL - 16 6A. 6.1 KICK PLATE • 2" MAX — -- CONE ca.Ae+,5 SC: vrC.. / — LADDER i — DANT r r � BETWEEN BEND CONE BURGLAR BARS NOTE. 5TRAP5 0 TOP, MIDDLE, 6" - BASE FLASHING LEVEL GUT a _A� "C'R\= 34D � DAI E PROVIDE BURGLAR BARS 3' _ .�" — QtITG'+`✓A\ r S-rA_,\- 2 rte*' ` < a.: AT ALL OPENINGS IN ROOF BOTTOM ! AT SEAMS, 5EGURE c�; 4" ROOFING ON R161D !NSUL --- it '� — CURB 5:`E aE: , c JOB WHERE SMALLEST DIMENSION EXCEEDS 6' INTO CONCRETE BLOCK. k I EXTEND ROOFING LIP UNDFQ 1!l f INTEGRAL FLASH 6 c c,r - � N6 45C + -- !! — CANT -y PLOT DATE PRE-CAST GONG. SET I ' ~�� IlJ6,C N3Ul A' .'\ °LOT SCALE. 5PLASHBLOCK INFIN. FLR. MASTIC (PROVIDE ONLY �=�� METAL DECK _ _ _ DfiAWN BY j WHERE EXT. GONG. %RFAGE - -__ - - P.T. O WOOD NAILER - MATCH - - ! i DOES NOT OCCUR --- " INSUL THICKNESS �! 2%1A -0 ROOF 5i-0'"5TEEANGE A1£FT T1TiE _ G - - - L LROUND OPEN'S. FRAMT EN6. E O _ v- v n J � &_ INS NA,.dR `_•'G �`- -- 5TRUGTURE SEE STRUCTURAL ! DETAIL II \ ^r- -c / " MIN CLIC - - DECK aro 4-R.L'4�c•\. c +i.ET hl^ FOR TYPE "B" GLASS FLUEVERIF`r ,\ -.� e-rr ANG_[ AQ,?-\7 Optie ' kA, '4� ^ - '-_ -_ A-5.1 ___ 25 ROOF EQUIPMENT CURB _ 20 DOWNSPOUT LEADER ROOF ACCESS HATCH CURB AT UNIT HEATER VENT 10 � 7255 I-I/2" , I'-G -I/2" = I'-O° ,, _ ,_ 15 l SUP94l,,n,2 -- •e OF 70 MAY 2 01995 MICJLEDd� � , � II � I , III � 1111111 I III , I 1 , III1I I I F1��R I «1AR8 IMAGE IN CHINA IN � I 111i Assam TOUT BEAT i Ili 1111110017111 M"KM OR 111i I jF4F COVER UNWENU-R CABINE I PAKH TOWEL DOWENSER WASTE CONTAINER 4AWY i —_ - W 7_7 I-LF HAND 1111W 01160111:Nst H _L all ami AP t A lid I_J OAP DISPENSER 104 . ELFGTHC HAND SANITARY NAPKIN C SECTION A 1)RYk Fi DISPENSER PARTIAL TOILET RM. i 214r URINAL TOILE'r RM. ACCESSORIES LAVA-CORY DRINKING FOUNIAIN TELEPHONE aw 111M GRAS BAR STAND.W 8`4-Y Ci T _ BEAT SHOWER HEAD 14r-gR 7•0,• GUAADRAL G 0" v:rw 4ANMft 1 1,VFL_L r4r 12: 1 VT ow SOAP D04 MIXING VALVE STAK90 CONTROC 111M gWI ; 1p t? V b 7P! 3`4r 2-T__11 FLEXIBLE SHOWER )ILET FOLDING SHOWER SEAT SPRAY HOSE PA""'TIONS W LONG SEE SPEC PARTIAL TOILET RM. SHOWER SECTION B SECTION C TOILET PARTITIONS URINAL PARTITION URINAL PARTITION GRAB BAR SECT10t-,J ........... � of A WHEN NO DOOR SWINGS WHEN NO DOOR SWINw WHEN NO DOOR SVAN(*8 ONTO LANDING ONTO LANDING ONTO LANDING WHEN DOOR SWINGS, WHEI, DOOR SW1043118 WHEN DOOR SWINGS ONTO LANDING ADD ONTO LANDING ADD ONTO LANDING AUO DOOR WIDTH PLUS 13001 WIDTH PLILIS DOOR WIDTH PLUS 'A 4r4r W47 51-7 Wi 94r 5'-(r 94Y 311 5'4r 3a-7, V4r 6-7 31 MAX MAX 148' 0 MAX 31-V 0 MAX 0 jZ AS REQUIRED SEE(IM Uli SEC.3306 TYPICAL. RAMPS AS REQUIREDSEE i USCI P:d ACCES SEC.33M DISABLED ACCESS DETAILS FOR GENERAL INFORMATION ONLY ADDITIONAL PLAN CHECK NOTE A J-dre a as V,acro-1 s .1. -111 il Gi :7re CV_-,C.q sma 's& tear U 11 PARKI146: A allsolviisd park:nq Sooce Sha' be locatoo so as not:a :3 -AZA" i PRZMLV N6 05,ErTS: Objects projecting#,am na's Z -cec' v L SAWTARY FACLrTIES 5 Lft kiA_5 e4nare airing's ore provided at least one siro!I hove a E Vleard, towel, sanili mcplil iiiastes receptacles and other q, R-AMP5 An path of Vinvol Shall be Considered a romp if its slope rokiquire the Aar to wheal a, walk behind 0,4 otrardIsoo4i of nor- (I a to,aphomes)with"IF Sol eaces between 7-11mones - C r oar I oar *pace 50 Inches bill 45 incrai ;, Front of the urinal to wmilor dispersing orial c sposal Fixtures ore provided,at east 19 greater lithom I foot rise in 20 feet of horizontal run. The disabled por'�Jlnq space Ono$0-inches CADove the hrgnsd?,O�r Shall crotrule ro more C 0000"itlor C a, 004* tat ore o-O v:300 Or 0i Coe meara access Oj tre 0 c. 0oreii oppirooce ore of each tVa shall be ocolreei with oil oparooles parts, rinoxImiurr -.slope of a romp siri be I foot rise In 12 fact of horizon- then 4-nehas into walks,hails co"401s, possao3deci Or 04 a$ U "S:c Capped 4 re ai ea Of. -ov a '.a 35-A a, ce's. oi,�d iil�c- Iralvolling Calm slots, wIthlin 40 Inchao of the f.00r 5- .1har a- 8�10riii C di coeril 0 .4 zoo-.c ---wi a =J, C, occ,6 a*. eiii --7d I A. 0-1&- POPilli 111iii JP the clear ?!oar space omilij allows tal run. A. Foch porkil spare reserved For persons with phiiiii allsoli tris all ora ii a@ ea, overec 3;---no* .-.- %-* las *_ for aci sax orli cov. -t, " -OR,-orient of trs 90--t a- < Qr E-Cai - owe 'iro 011to arc 9105.1 100" over roc Ites F"i Oe ova #or-Ord approach to On object, " rrox:rrarn high forward real li 7ollat tissue disperser *hall be located or the wall or cor'll shall be Ide.4tilled ou a reflactorIzed Sll parmorflil posted A Objects movited with their loading aches a'.or t:xsloe,2T-intros Doe vaned at de Ance C,W oaces" 1-c- th cc*w 1:1-4 1.IV A. PeclestrIor, -ornips, serving PrInri entrances to buildings hal immadicii aidjoicani -o and visible from each stall or space, above tire limishad Floor mo�j protrvoa�am orrourt do a to a ai C.,c,,v-to Ani 000,r-iij- eocr,4 :-a s�d_fi, to.,ot cl Sea odo-led smo oe 46 Inches t am (HinlCirever 16 �losfgst to worl zoset) Ith:m 12 Imchas a' on accuport :oocl of 500 or Mora shall hove a Minimum clear width, consisting of acrof;16 ien of a wheelchair Kitt,occupant M white I ,.awe a c do, arc ,obstructed of ct'ass trar 5: rs-es Edic" tie front edge of ;he toilet Soot 6 Jtcr+no And ocki oc-c,f i's nalo &C*. 8'.90 end ur or a's I a P4 J,? of 60 inches. RAni serving Group R Occupancies rro� be 36 or dark i vociii `6A Sion shall not be smaller than 10 5 Fred-St ts movirited on posts or P�-Oeq ml overeIal IN,0i;Oloorati:L-a v.1 Irew 1.1"1.110k.41111 par I-Cill by 0 person if, 0 whadlGhol" th Inches clear width o4hom the occupant load is 50 or less. All 9,Rvore Inches Ir area aid nrxi.' the pirth of trovii Shall a@ 12-Imchear=141101 ii *_c at 100- bed nave Ved to a- a 5 S0E REACH IF the I: efor Place space allows parallel oppeadi I flor.21-ecres to CO-rr has ovoyo the groed -a a Moximuyn M,T side ral olic-ad GENFHAi line or f1rismili fleal wivii oans,li oxw ed, -a,e Dee trot .c ccvoo c46saq@ itell ,sr a %; L- 111i Except. - C:_0 �"a .,tb and "9* "Ooers a c do, 60,011 to 54 Intros ori'd the a" side moth 9 all be no less thou podestlear, earripo Shall hove a rnlmlrmurr v4diin of 4- -nes posted at a mInImum hol-pt of li from the bottom of the Sign to ab:11i to!Faso the over-C -4-0-a-6 seats 1-c- *eO I Ode Ic are 09. a, Ii the itr et '00- el lf,40,09 above trio floor. 6. v4ATER 11"OUNTAINS, (Dq:Niii lo*ili writ-- folintoms ore provided, the Parking space Finished erode 519me may also Do(entered On 01 S."4 ei 0 r1it to 'm*C'VC 0%'r.C 0 ,.not ass theq smi oe !ocotod complel niiii alcovel or otherwise B. Landing* Shall O'd provided at the top aral bottom of each romp. the wall at the interior ard of the park' space at a mimirrun, C, Protruding O"ets Sho' not recliwe a the clear width of or access 1i T WAAll jct4fted 000' CA-,fl`10 ed-Ci 11rit 06 :Sr':OrW pe:.ser IC 'CrM Ji 44 trar 60 �`4_dt Oe 0 4-so' SOOCe Of '56* X 63 .200'9 - (a-. OCl 4 Intermediate landings shod be provided at Intervols not excael hocot of 16"team the Pal space finished grade ground or round or maneuver"500:4 ri ilill,00i 'irtell tr S grace M 'at -ole lI 2 'needs Singe or_r_c-- 5"OrelERS5 CornIvo,trrilli trawlers shoi Conform to 6he folloi-Arl positared so as not to or.-rooch rito pedestrian ieio�p Water Ing .50 'me-has of vertical else and at soch change of director. 9'acealk. 1 ydsftovet Vv roor III a,- to 6, soc. It as S-a -b we sup*C set socica , tee to at reow'ro?-etq Cc-oo,--meets Shall be 41 rcl�as In width betAillsom wall fovintoirs sholl conlo,en to the fcIIoIrIri ractuirements Landing* ore not Considered In clatarrininlrig the maxini horjzc;r- ottstrvctior oyerhora,mg a pedestr,or m shall be a mirmr '00- 14- a -eao,C-o- Illi-a 50 r-c-as less all 41) •Gras Ord to 5,4or 0�, Ono Ab r,1,35 r 6 Irtle with or entrance Opening width of 16 a The 1100,a, Amu'lo or Fill I ci's or ii art-ii- ;Ii ooc- Fire of el i di tied 'C�aer Ord 041 t tre Sao- to C ass -42f-ate- -_otat Pic incres A The ci in which the water faviritoin is located shall be not tol distance of each romp The oirmamelom of 0 top landing, An oadit-oral egm Sedi aso be posted,In a comoptvous place at of GO-aeras above tre.01ILrg Sjrooee os -eoqrsd to"bottom clear -he ova ii :sa-a-se " -awe a oratr , -.to 0--act a, C.coo, 9.ec o-! 8, Do t"Ote a 0 foie drat o'Ov ass a 2b �rlt .,do '_00, Spa" *,a- less team 32 inches In Aicith and Ib IMChe:, Ii depth. Measured � the alrection of the: romp rum, shall be not less each entrance to off-street parking 1`06flItles,or trimadlatelli of the oostrvct�on lei bC' ncres Sea .,a eroir Oal VV-j,qCj or C-'000, Src Cr AA.ro-ole to rice _06 :.Oar Sooi #,a- a Kid r, a 0 X*.-O C a �; '. ore S4de Ono than 60 inches when no door or gate swings toword the laral ad avant CO or visible li each{tall or space The sign shall Do Ab �.4-eq �, a at-.- tooce In 0-0-t a, ate- , %at A jecan - thrIlli — ra"ll,f,ed drop 9 used, It sheill be & maximwn, ihi. of 2-7 inches under mawiso innt ano es to jv loans cir-xv,acv , j:--soo pot-or a$ 1/2 rich in Kelaint and . Q' be bevelled or sloped at an an �a B linioter ovintalro shall hove a Clear height liellhare a door or " swings onto On landing, such lorldling shall Mai less thar I'l, X 22'In size with lettering not less than I"In E Ali h6ls,corridor's 009509C.GlIlls uses 01 ot-lor ocalatioxi I have a mililrimurn dimension of Ili inches of width along the edge height,which cle011, I consolcuovs14 states the Following: soores 90,411 hove 80achescar "ad oom. not exceeding 4 degrees *--)m the ra�-Izortcl fountain P.)r kilea space. 71ne height ?earn tee floor to the S The&'a-.-C,vis ors Ii C isa-a-IM or "0 of .c i i mos vv Cd ^A-ER Cwo`1u`PAR-%r_%-5 �'�,tip a acac-rr000t a- to at low- 11 as orifice shun;! 1 55 InO*es maximum with the Opening and shall extend not less than 24 Inches to tee, 2-11-ilincres i -.ee ev ke isaae cl tne coo, 'or iiii a, oolois end ass- -.,a sea -are val 00 om-,q El The shower Voor Shall 9 cps �Owdrd the race to a d-olm located side of the Strike edge of " door or gate at exterior romps lkiovVorizod vehicles parked In des ted handicapped spaces !4 AVD,"IONAL REMIREMENTS t�,@ ra,lisr or eraotoc a outlets shall be GVPAA 01'01 11.0'0'OOc9 Kvin 6 rcrics OF roar witill, l'--axlenvim, slope of floor Small be 'I TFLi7PHOli A Clair ground spoice at least 5C Inches 09 4b Inches and not lose than 16 inches at interior romps. The vq,ath out not displaying dlstlngvVlmg P'Ocards of license plates Issued for not ass than 12"above the floor or worKnq poli A iiimde c.oset Ccenport-65 5'o 00 00.coda �tr 0 add, trio: rids /2 rcli per foot in Ong direction. The floor surfaces shall be trot allows either -i forward or parallel opprooeh iii a person using from the setae of the opening *?,all be the door plus 42 Inches "Ic.614 disabled person mo4 be towed a"at owner 9 axpen3a 10 The Floor cr ended sra to-c-.-ore ther,Ad-wc%~Vial ft Vreovo c* O C01-11001"Veldiwirn Or grit OCKOd Via Or Of fratolal PrOVIC11MI3 a wheigicrair sholl be provided ot tolophorlas shall have a dimension in icogth of the Towed vehicle Tog be roe lorri c I. .............................or door"ll, :;hl; evo Mdgr A-mar,"'VI-silde w''as t,xs 40 SILO j Or 0�*O-ot C. C.Cs 1.0 Cc v Cc 0-0 "a I nove a 4 oar .'Ovotrcti rum of the romp of not lose than ibo Inches. Bottorn landing$ died or ii talophon Ing A 5TAIRAAYSI no qwtar trial oloo,lord -:dtr 04 5'�i -Cries _roe Ce.0tod at " feed 0-0 34 irCf-aq ii violent slip-refilstorce landing* at a chat,,a of direction In excess of 50 degrees shall ................................................ (1) All tread surli sy)oil tae slip resistant --a' occ*641 of 're 5 00 1,tr Via doe, Cos"o-nea at Ol air g a of A MOUNTING HiC16i The I"llgleast opurol port cf the telephone have a allmorolor of not less than -12 Inches as measured in trie, do vegreas "C- to C Cisco past a- Except low 000- coar, q r- Smoei ocaasso,les Small Include A 0oldirlia seat located on the shall li oilthim ti reach rorill specified in sections 5A ora 11. Tli cotton Iii-voess or a ai exuli c and 1 and sea' oar*a Ctrs arc oco, 9-enS a C 00' unoo-str,eted o6cliges riot ass wall Opposite cortro,q and rrmfltad 'b Irchei above the bot),iroomr, 3113 'rellephordis Mounted dig argil In a Corner that relriulr�_ direction of the rorrip; 1:2 FLEVA10i Eloyowes shall be alAol /2' (2) Treads sho, nove smooti, -vended or dwiferal @Nvw"s Irlptdrnxtod surlace .0 a Oil the oca,I to--V~i a 6;svi- to-m-el 0 4) floor 500r, allsm Shall 170 located on the control wall at 0 whojelchoir usili to reach Oil oil shall have the highest tolerance,max and no 01 Codes at the 1091119(lower h-Ot creating a i L7 nard-ocus, wea t air• .1irwo ril r-emo doors 8.0 A" A iiii tro, -4 -vas sea aid nwov,06a li now C 060* cornooltrlor.ts 0 0.) "too above the Floor. G. Marc all* shall be placed on each side of each romp, shall be Altomoli power operated,horiZoria!sliding car and rcltte'ai 1 0 oes o-do a- .". vi t-a Ord "a spor-O MMOCI ate maximum helcyrt of 40 ne-has ciolovel smooiiar floor. A flexible operable port no hi her 1 14' im, Continuous the Full len tin of the romp, Shall be 52 Inches above doors shall be (3) "Img sno, not Oro I act-ore than 1-1/2 fth pat the Fact of gs.w4ote"no Via to eill tj Vio Or"ll 0'04 Or VV door Pilw a a 44.,IV '-c- -,' a rioter C 013C' i:,Oi"CC1rt!m4gl St".1 ad Mot -" train 46 ohowee oill ai,I ease of at 'east 60 Inchas In length shch IAj provided door to Via op~I A rw Cie- roct-oft;..,JwkA Creating a vsiv Or naza-dove -eas as -COS.," 0, -or, Ora as to co-coetersill Cii r t. orovided :3 ENCLO5UR.F_S: if tele onalosueas ore provided, the rroq the rornp siur-Poce, shall extend a rnlnlrrvrr of 12 inches be and the Doors width shall be 16"claor,min (Sea Coda for ox opli the rigor t2evei Condit cr C. coca cos t 0- overrorg the Clear Place spoco listed oloove within the followling top and bottom of the romp, and the ends shall be returned Size and spial of handrailsshall comply with Section 5306 A Car girls. 66"x 54',milli excluding ri pane'{ Mir distance (4) Approved Star"iderisignslication$� s Shall be ocated at eocl� 4 "efWli arl I.0 apoi doothe roe t exceed 1 7 tV rC' 1i Or 00i 11i, D Oraill I Small be ocoted a,) walls adjacent to and opposite the Ir"'tis 5 A ase: I •,,e ocoi:dc 0 co"VO-t-di,-t end i CIO 0 Foot r.1. shaped smower grab hors shall to not lose li 24 (j) loi ui- betiwean wall and rali panel shall be 5,d Exceii If the floor evel ardl r all ome'Osed 5toireici 0 tviOlngs two or"We vs for Itter or doors #.cJ`poli or 1I ertfar%verso evic *a ill -ai ccs X --coo: �;t -,c- -:;a C ear Space 1-0- 1 xt.-O a, a 5:2 Inc- -as c so- irc,"s lvq 56 Inches in ;oricjth pos,tioned on the wall of the (I) SIDE 0i POSSIBLE: The overhorig shall be no greater than building It not listed In Sxsct�on 5103(d)of the 1066 J 5(� and sto,as In heigin or spec,:fic"quiramerts'89ordiria s,.A�,ftt matter doors and at vis cosmar San of s I d will Or Ic a no-oclors -_-C,1�*a I. ,g cw. aft-- D, IriIhisee the romp svi-Poca Is not bounded 1, 0 Hall or a Pence, and the elevator Servi an Occupant load OF loss tjhar,50 t mol be A- OF trial sl9r,the use of aratle and bro! a Sri hi v'siolli 0-4, autopidt C dii operatives wl be at"!2;0 to Al 1-.0,04.0s ?,w ".2 oc��q sl_eX_e J-arr 0 -0 at 0-0 Sloe of tee water C CS@t dro a Ab ni "war, Tile 56 inches 9,00 shoe, extend On thewallhaving the 10 mci,,eiii. The height of the lowest overhanging ports the riatimp excedds 10 Pact in lonol,r the romp shall cornply 1 6"wide li 4'-b'deep from the rear wall to the rs;clo Face OF see sacto,,33M(cV Of 'ltle 24 W -ate, c oset I t)-d o�o :11ilowe., hood and corivole. 6`00 bars Shall be eleated 55 1--lehes Shall be equol to or eater thou 21 mahes, ars 4klwlloo tne-%dvIrir SItColl i opera-.@ VU doo,ni ti rcf,11116690"IC, -C 9 0-13 C w)0` Si 'rOrt Of tre Mcoartreent the following requirements door is be -at, Or ora ogee i 'I oc:i-g Vv -ci osct, A, to ,cr above the Shower Floor. (5' 5to, sers sholl be tuf0<,emtI4 solic to ceeve,t the Passage of -, _„_ el"Ite c all;, scl�.s $',a C's, pro v"Oadl , 0 co-lootrnaet (2) 1-001111 Flii YREOU10iiii If the overhom is creator than 12 (1) A curb a r,,Inlmvrn of 2 inches in hatight Iii be provided at KARNINO Other Godes,rclvding but not lirrIted to cojects argar than 026"", J. Floor wraeft see ioe►6 c-.06►sti-t -te tire oc�o, ",_*ii a* trio ode r VOOS Ord Pons's of shower Ono lootri enclosures shall be inches then the Cleo, width of the enclosure overhang be 50 each side of the romp or 0 111411801 qUIOO roll Shall 08 Fire Code,lovllno Code,Elevator cide and Reqviotiors wulostianiticl constructed prom dipproved *ratter resistant Inches mlmlrmvrn If the clear width of li enclosure IS provded, centered 5 inches o',7ove the surface of the romp, adopted N the 5�jte r,e vlarsholl nay contour Tore I. rdum Cal 0 amid or W- ii-0-Itul V% V,O-V I"aw 15-.= 5ces oi;otea -a, eci **a a, are sae o,o tee loal a# W111),ii oinoleiser c000les Shall Open outward. less than 50 Imarlair, then the hel of the lowest overhang- At kureir,simk3,Roucat controls and ope*0'"mector be restrictive provis ni ragi elevator cab size Well flat *all"I!Go"t OFOSVIC C_Jll or _va c,-jV r 6'. -60 loi re "t Ca 1 rol,-,Solaced to'�fi sto Ow cornivaltrrise, Ing part Shall iti ;.juoI to or greater than 2-T inches oplarobie ev,one hand and ii mot naqvil tq-t Totaling ofthil a' (2) Romps sholl HOYM slip-resistant surface reaul"ed to'aldlva7to cirt-ro-ov ae;6 crealur--eiiii� its -stor-orwaiec, 00'0 its "C"C. OttCM,eii 5!1 -c-as 311 we Ord 00-0 a to 5 -01LXr ROOM FIXTURES AND AlSC-ESSORMS, 71ho, r"uIramoots Do *1,15 44st-g of the wilt Tho Ill -squired to octryato C.Ortrols Shod be trio f i 151alt'i at %),a S CC Sl�xa to at east A; oilli shall appIV to lovotcl Plixtiorojili vanities,built-In lovato- r. EC,jimME, r: The Card from the telephone to the hardicet shoil be B. Floor buttons shall be ocated within 4'-b'of the cob$!oar no oroter their 5 lof Lever-ptili tui pi tpe and a ectrom"IllI pusilt�lro and aswsctrcr�cj 5 cor*vr1,eai a,-ZW%W is E. Curb cut romps shall bel irrilmirriver of 40 inches Hide Slope Except for the photo electric tvill" _-els oina tre ,art al vos1io,ei 2A �Si -as died toilet roi5I, occossVeles at least 20 Inches long shall rict exceed I Inch else in 12 Inches of horizontal rum . ass switch emergenci,i carbo or mochworl ore examples 00 acreptat:6 designs 5elf-vosrg Liege, swlr-c�oi_ va vm are waned r to* a", 'te 4t xi controls Shall be grouped it,One !ocai In or adi ocamt to the va YeS ore o�lowod IF tire fauc-at "cips over to,at cost 0 seconds le socorldo P,c,t as tee -ate, ,coo, Stoic Ono grov Do's C1. trio 0OCK Teispl�,oras Shall be equipped li a receive- that gonelrotas Li Slope of flared sides *hall riot exc"d ; :-"h rise Im 5 rches bottom of the Para'and )a lower 17-11"from the I'loor For ono -�O, cl Iii toor- 56 ^:-aq Ong A A �oar Floor space 50 Inc Irds b4 45 Ire:has Shall be provida i r rroq�'rqli F!ald it the area of the recover Cap if L"Onks Of F7u'7"(- of ho evr) There sholl be a distinct Ch"Imee, Ili texture ftitiple controls, 'me set must comi with the halml' Piko cortIrcig" vis overairt fl-tr all hand anal she 04M.9cf.-ol tan rant Of 0 IovCi to Ci fclrw,-rd OpOrCo-'11r. Such Clear Ii tele Hones ore provide, then a reasonable num,oar, but oleii ot I bati-4figam Sidewalk and curb romp requirements The amorgenrg telephone{heli ve positioned at a- BIDS DATE space shah adloir, or over or accessible route and shod crit pwr.-42 0, tai"a of the"st se'a sime Do-iourtoo C',oi tnai --e a oi-reteor .at of Via T op nq ov-1-V.o at C 9,00 0CF, I least One, In a building or facil;tq shall be ack.;Ppe3d with a volume 4-0'mOxImjm above the floor with a 2-5"milmlirri wrel 14-,nI rooWtvin 1`10a, ')-o Force I.c W.'voto=irxi still to III A Ill slo Cie 111 10 - /2 1#14), Or tee *mol Ord- extend Into 11,luied arid toe space underneath thm I�ve)tci control. ill The cross-slope on a ramp or the slope across a ramp 7'aielphoras bholl hove push-button coeVois I-jecrel service for such Create, their 5 ocilds Do Fact "!A No O-V,do ce oci-3't g-op'ng ov*al is or 2V 00-9 Ord landing In ii dirictlan "ll not exceed 114-fri roe C Cdr control butt"sholi be 5/4'min and raised I/ii min 1!A a-,oce" to a Nal the space oete,_, tire -0 ow-d 13 Drain pipe* and ecit late, Pipes under a lovall sholl L70 equipment Is ovalloti In I-Foot of ImOrl7ortal rum 1/52') C-omtrol buttons Shall be Ilvinimolad,have sqwora 3 *0'#K riush coet-O s stid t*ovoi a ce ell A-4 stv Pat'1100►i!0-, bo seed Or rs,,iotda so t"t wheelchair fmdlvlduals ore not t.-e ?i Ones vo� be t/2 vxco-as Citiv shoulders,Ord be activated ltfi a mechorilcal motion that Is 918041 1, " or lixils'.N cr tm .r S., :.ori for V*Pull VIVO* VV" PILOT DATE bi,red 6 916?0!� AND IVENTIrICAT101i The Inteemotloriol Syrbot OF Aee.enfolol'llli 6. wismaralls are required on ramps t1nat provide handicap access if detectable Ail buttons 0411 be dissIgmated 04 a 5/&"mri, Arabic be routed or".'ad v 00 Or tris tr fil A-sists c wcr*the,"-kid 811 f. ..4 Ill hall be tied standard used to Iden if focilitlai that Ord occes- the ol,:)pa exceeds I Foot rise In 15 feet OF horizontal run Sri to the left of the control button.t1i,I,b'e'lie STMWI below "Fear 'Orm-*Dce-oaw,-w-.CbC*,�f',SC.L-,.'Clb" C, Except Par projectlor a$ tee bowl and waste plplrg, c clew :Ible to and usable ii ph�,Jlcclliq handle.opped persons. On doo,woi the Arable "1 5/&"-r shall be provided bet,"Ope ro"g of Pounds Space :2" acnes Kgl by 12 nreel deep srOJ be provided under eading tic prom's soritorili facilities, or aqvilotarol triangle IIA 10. THR17SHOLDS interior and exterior thresholds sholl be no higher control buttons Raised characters shall be white on 0 black one aucil thick with edges 12 Inches long and a vortex pointing upward be close.olar stie o cc, CA than 1/2 inch above the adjacent floor levels Each exposed el of bloc4rovid Controls Ord emeraorcy aqvir-ant Ide" and am women's somltar� facilities a cli,L-eq 114 inch thick and 1:2 IMCIV111iii by 15 Grab ii tuir VviIi "W"I coeurs seal xxv,.r..,%3 IF sime ft area DRAWN BY D 1i iship I ce mounted P41t, loottorn edge no iligirer thor 40 Inches In dlorritor. Those ge �Mdtr 16 99mli sholl be centered or, thresholds shall be beveled 0, Sloped at on angle not oxcoadeg 45 'O'saclsymbols she;' Ole door arise door im ll. 28C lib per -xi N. l Inchesa- Via Valor the door at a height of vo inches and Vale color contrast shall be clagreas from the horizontal so trot no singlevorti clhanqa of a-argoilircilI stop Ord televionis elevation exceeds 114 Irch 5 A o-ar-,A, a or aii sur,scel ad„4cset tc I; w li `04 .` &N ESHEET TITLE dlstinotly different than the color of the door. 12 A visual Ord audible signal shall be 0,0vided at each 1`0111 01 AtI141 Vill @49-&"$ Unisex Santarg facilities Shall be leJentlPlel ii a Circle 1,4" thick, 12" lnd,c.at,rq the tar onswar-Ing the call'ord the direction of troyall In diameter with a 114' thick trlc-,,cj!e svperimpcisdo on the circle and E\:74ii W Visvo,Signals*hall be : -1/2'x 2-Y7 min. Audible*ii Shall 6 51,811c i see 1%7t'cuts g the VW. r i Ns within the 12" allorriater. 9,7urd once for up,twice for down The center Iles o?the slqllrq lixtIes shall be 12*From the lobby floor Ewes she mili a- e"-80!�A or I'll- -c1-. SHEET 40. 1 -he uvvor amoict-"this lower valai&"a- r.dr or ca-she Co•0--illikii ril,A et-IC ct Celli C.0-t-acelo coow at We,. 7-Ill If oe"r4 vi vxl ei i iiii ,il*41 t"he -��NM'.'W"Is e tolis star or 48'a'l to a ort tPV V%ja III nV Poo '** 72255 DISABLED ACCESS NOTES FOR GENERAL INFORMATION ONLY OL-,r we rs C,a nater a that a at taft ore Or.10 steet as ► vw :-vw tsil&I,**9%8e A- HC SUP ,1.0347 A SUP94 play Sill IA* _0' MAY 2 9 1995 MICFILMED 1 11111 11111 � 1111161 11111 4131 (A" 4MADE IN 6 CHINA IN Y, ip 2080-cr ...... OF 36' Ir 381 Ir If 1r, If Y.O. c C QS�3 �&) .1 G-) -7 6 T STI 4 Ty 0 ;16 OPEN 7=7 141 t4 A I I ST, I ST"I► i C, 2A STI r r STI % t r F1 r2A"llllli r2B r2 8`llllll� 2 S 1 lo �lV Jr 4! 4'_10' P, .2 p Ig 2A • ST1 r— N, % J- -j NN INN F, \N I Tj 1 12 10 F.-J rl 0 -128 1 STI IYP 'o z Sim 11 1 w FOR SALES SLAB ll All SEE 3/- Al,CH'L 1 R EXPANSION A F.F. ELEV. - 209.0 INT 40C. "i I" I Zwn UNDER SLAB DRAINAGE R SEE SOILS REPO 4- rl 4 q 2A 15 STI ah r r o 4 Lill E, Fy -Ne S3 C c U < 9 + ST3e 5T 1 STI r — —--- ————— r ———————— -- r T:—— ——— -- 7 -j m: -j .i ---1 .1 '3 z lf I, I . 1 2 2 2 2 r 7— /A, L E, FOR SIDEWALK SCHEDULE 33--3 1/f 24#-Ir 31'-2 117 31'-0f is,-cf 24'-Ir 120'-0f 28'-Cr M.D. SCALE < FOUNDATION PLAN 1 /8"= 11—c" A a: wz SLAB SCHEDULE (2) D V AREA THK RUNF. SUB-BASE m"o' jw REMARKS (PSI (Ill SPAl OF SAND Cl 2 LAYERS OF 10 FOUNDATION NOTES: SALES 5" iFf E.W MIL �PISQUFEN OAR UNDER SLAB DRAINAGE FOOTING SCHEDULE MI',) SLAR 16" OF CRUSHFD AGGREGATE RASE 2 6' (r PER SOIL REPORT fc- 4000 OVER GRANULAR REP MARK SIZE THK. REINF (B) REMARKS FOOTINC SYMBOL, FOR SIZE SEE SCwF, 2" Of SAND OVER DEPRESSED F.W. 7 LAYERS OF 10 F s" �j 5'-Irx5'-(r 12' 7 #5 E.W. SEE ARCH'I- MIL VISQUl MR UNDER SLAB DRAINAGE PLOT 01A'E. ler OF CRUSHED 2b'-0" PFR SOIL REPORT V-rIl 12 6 #4 E.W. fc- 4000 AWREGATE 011105F DETAIL No. OVER GRANULAR —3'-(rx.3'-S' 12" 4 04 E.W. SHEET No DET"L SYMBOL r'LOT ',SCA,F LLL -FILL PER L REP 1'-Irx CONT It 1 #5 (T&B) � : - 6; wao"o/w er NAGE 1. FOR DIMENSIONS AND CONDITIONS NOT SHOWN J6 OF AGGREGATE UNDER SLAB DRAINAGE (B) TRANS. ID I er E.W. (r 26'—(f PER SUl REPORT SLAR WE OVER COW-- N 2'-arx8cr- 12' 2 #5 (T&B) 05 0 12 SEE ARCH'L 0*GS AND Vl IN nELD F fc 4000 PACTED SUBGRADE 2. SEE STRUCTURAL GENERAL NOTES IN S4E`E1 ST-I PER SOL REPORT ______ F-] FOR FLOOR DEPRESSIONS, CURBS, UNDERFLOOR EXTERIOR DUCTS, CONDUITS, ETC , SEE ARCHfTECT'JPA" SIDEWALKI 4' 8x8 ID 4 ON COMPAC1ED SEE ARCH'L FOR FINISH MECHANICAL, PLUMBING AND ELECTRICAL DWGS 0 MID SLAB SUBGRADE PER 15'-0" 4 OR FINISH FL')OR ELF fc- 2500 SOIL REPORT lv'A"-'ION. SLOPE, DUNS, NOTE: ALL FTGS SHALL BEAR ON 12" MIN STRUCTURAL FILL PER SOIL REPORT. SEE ARCH'L DWGS. I --A 5. CT.J. DENOTES CONTROL JOINT SLAB SHALL FIE INSTALL-ED WHEN BUILDING IS SUBSTANTIALLY ERECTED TO C.j- DENOTES CONSTRUCTION JOINT REDUCE SLAS CRACKING. (SEE SOIL REPORT) si DARTMOUTH, 5 141 SCHEDULE SCHEDULE NOTES 7255 200&kD*G 2005B.DW* 2002.B.L)WG 50 OF 70 MAY 2 9 jqq!) MIC fIL ED I Fl (MAN CADE IN CHINA IN s T, 2A ST, + FOR SEI CT 1 FOR LLS�E' ir�k FOR Sit 1�;��►�OIII,�MM� ?urs• o' �. sn' 36, er its, if w' Ir ♦ + G41Y rr CC>NT. CHORD \ \ \ . . -._ .. „'r'-•r-_•.,_-r_• 'f"-.". . ...r._.- -_ _ .+-r-�'-r'--•r...... rT--+•-' --:---t--- _.:.�. L -:.se•-' "-.sk �rtr-�c...�— _ s-,W�- -„,r.. 41 �g 1 /24 5F2 STS \ 1 (' NLCHORD _- _ i !). t I it OS5T ♦ C 1 ? G .3 G-4 I G-5 X1,00 l r-r•r.-.Y-r-r. _ry.-. .. _ rrrr. ., ...I,., _. Cir. CHORD 1 ` 1 I , 1 f0 0 01 10 y 0 0 n n � • , � ,� ' ST2 ST2 - -3 2 14 15 h ( ST2 .�a S 2 ST2 STT CST2)[ST2 G -1 G-2 G-3 TYP TYP i G--4 G-5 reV) I p 3 3 i 0 0 0 0 0 0 p 0 p o n 0 0 0 0 0 0 a 0 0 0 a C 0 o o n 0 0 C] [J c- O O n o n 0 0 n r^ O D P n s4 �I SMT "u i f JI I 1 I I �10 S2 TYP YP WT.- IIWT-211 1 G-1 G--2 G-3 I G-4T -13 TI +i 4 � I � sa 0 0 01 0 0 g 01 0 c 0 0 0 0 0 0 0 0 0) O o 01 g 0 0 0 $ ' n 0 0 o 0 o n o 0 o n o 0 o 10 E3TYP I ST2 m C 07 P N 4 ---- I I 1 14 > � Q ST2. CONT. CHORD I/1Uxi2 4001 o c} o 0 0 o x �� I 41002 /WlOxl2 /WlCxl2 I/wlOxl2 /W10 12 W1G�+17 ST2 CONT. CHORD -- v ---_ - s 3 G-2� 1 q22 22 ST3 B ST2 ST2 C B Sr3 I I • IV--� 1 e'-0” 24'-D" 120'-0" 28'--Cr SCALE � � - _ .. ROOF FRAMING PLAN T T _ a I jOiST GIRDER SCHEDULE •_-- --} — - -- - - r-- - — , a: MARK SIZE REMARKS ROOF FRAMING NOTES tl 37GBN 9.9K - --- -- ---- ----- _ ,101ST SCHEDULE _ G. 32G6N 8.5K a ✓J�rC I.S.�l/E � � _ . R04F BEAM SYM9UL 0 G3 112G6N 8 5K _._.G4 8 15K — _._ REMARKS U.N. - r10 SHEET No. RCO BEAM SYMBOL - MARK SIZE o DETAIL No. G5 31' N►, N qK JI-- _ -- 22 K4 _ TYPICAL ROOFJOIST U. F't_l) �A.F --__ i ... G6 w", X5 W1ex31 (LO) + C8x13.75 J2 14 KI _ 6" a w': x44._._._.. W16x3t LO + C8x13.75 ---- - _----_-__ , v -� o'lt'T �yCAI . 11 ( ) u 1. FOR ROOF ELEVATION. SLOPES, WALL HEIGHT'S. QTS, - I . ALL ADDITIONAL. LOAD, MECH. EQUIPMENT, ARE ADDITIONAL TO THE .ABOVE JOIST. c . r,8 W;' +� W1ex3t (LO) + C8x13.75 ROOF OPENING, ETC., SEF APCH'L PLANS AND DETAILS. 49 W2i ,'�� WIWI (LO) + C8x13.75 2. SEE. STRUCTURAL GENERAL NOTES ON SHEE-T ST-I - ROOF- WELDING SCHEDULE - -- __ _ _._ — _._._-._._-- - - 3. FOR MECHANICAL EOUir.v1ENT LOCATION SIiE. G V-44 C�7OPENINGS, ETC , SEE ARCO-(L AND MECH L JLANS. "- -- „ -- - - 4, FOR DIMENSION AND CONDITIONS NOT SHOWN, AREA SHEAR SUPPORT SIDE G. + T5 3x8x3/18 SHIM SEE ARCH L, MECH'L AND k'C DRAWNGS. AND r_ ......__ _.-...__-..................... I � ��Yl -'H12-O.C. VrERIFY IN EA. FLUTE B.P.P, 5. TYP. WAILS 460{ /1tEI. NOT SHOWN, SEE SHEt7 ST2, S73, ROOFING OVER RIGID INSULATION ON I 1/2"x 22GA. PAINTED HSB-36 DECK, _._ BY VERCO. I ��.�� ......_._._t_�,. r ____—. - ------__---- - SCHEDULE NOTES �J�4.0V7aSUP94-o�ez SCHEDULE 4, SCHEDULE E3 � a 51 OF ZR 1906F3.DWG 1903B.DWG _l ._.-_ _. __-- 19038.UWG _...__ _ _ 806A.L)W� MAY ^ 919% MICHORLIMED III III III I I III I III III III I I III 1 III I I , I I I III I I Ill III I I III III ! 1 1 1 I i 4141 I I I II „ I i I mm- t3LJ� ADE IN CHINA Pt i sit Al- SEE C/-- ' CORNLIR VItW ,r• N I I I r I EAST RETAINING WALL ELEVATION (VIEW FROM OUTSIDE) _ scni 1 r' SKEW SEC C/- SEE SEE 8/-- �G I _ NORTH RETAINING WALL ELEVATION (VIEW FSCALEROM OUTSIDE) 2 -) Q. m U tl. CONCRETE DRAIN SEE CNIL f A EXrS'r SO4L I i i � /5 O 1 (V) U.N.O. I ' I cd-8' CmU w% IX b bo -- __._- - -_-_ -- --- - i �- �hlhi BACKFILL W/ "~LLAR SOL % 2 1 T- --� PER SOIL REPORT j .CUR. _ t t LL AND SMALL BE b � \ INSTAL= PER _...�f SOIL REPORT °� N Q ' 10 b ,� • ` —05 O t 5" O.C. s I ,ri _ Z c ip W.P. _ ___,. ___ _ ..___. _____ _.. -____-. 3 4 CJ U ,!l' O.C. I z 2 1/Z. 0 Q b a ClR r' DRAfN PER SOL REPORT CONIC SLAB L- -�I.�.T-- I I T--1l I: LI i-' ON GRADE I1 -I�_ ' , -•I I-ISI 1' � ,� WC's O 1 d" O.C. � � b -- ---_. -- 9 it PLOT SCALE Ii � _ k.a/5 • i� # 5 TeF3 L'�A at DRAIN OUR I , (r DRAIN PER - �' SOIL Rt PORT � + SOIL REPORT fl- 3-erI S3 a7mouTt i 72% � . » SCALE _ SCALE � � oe�om?asu�o,ez RET. WALL_ SECTION (3 --O" TO 8'-0" ) :URB BETWEEN '4' ez '5' @ 'A' �-- „- RET. WALL jE-CTION (:3 -�0" MAX) SCALE �. 152 Of 70 �. :1 MAY 2 ') 1995 III MIConf,j, LMI I ED I � ► II I VIII I IIII111 I VIII IIIIII � . �— (MANt' MADE IN CHWA IN 1 111 1 I ENERAL NOTE $ � �� 5 -Ilk -tAv-i J4_ O.0 M& 111" cuts 11111%A 40W (21- IN LAP SCHEDULE 00C N'G nM' INSPECTION METAL. SYS. STUDS (METAL STUD M ANUF A G T UHER b AU, WATIAOt ', 10 LAJ`fXT )w I. GENERAL INSPECTION: FIER UBC CHAPTER 3 SECTION 305 ASSOCIATION IGSO EA NO. 4943 OR EQUAL APPROVED) APPLICANU CW Iwo '.�.4,A4A MADIIIIi CM LAP LENGTH U.N.O. THE OWNER %HALI I MPLOY A UCENSED ENGINEER OR ARCHITECT C011711110111111 a ILL" (.try ItiCK)k ALL VERT. sla ON$, I Ail MF irUU!j UIR J,061 '4411ALI 4k bill IT14, ',III & RVINF� lyp SPLICE %E1 QLNCJW Nuitu mol�y--I, , RtSPONSIBIk FOR tiff STRUCTURAL. DESIGN. OR HIS GAGE Ai S14OWN ON TME PLANr, DkUA 11" 111 40 (111 1/f MIN) _46d LLV,14 GIASS •2' DFSIGNATFD ENCiNLER OR ARCHITECT TO MAxF SITE VISITS FOR OTHER INFO. SEE ICHO RILPORI ►Na 4943 2,-0* P*IR 41 'So I I)ME*'2-/6 4: ' 10R so 24' 11 (r 2'- if TO OBSERVE GENT_ COMPLIANCE WITH THE APPROVED 2. AL.L. S7JJDG, JOISTS ANU TRACKS 12, 14, AND 16 (.Aa. %141 DOAEhbK*4b 10-06 ART. Oprw as• 10, 0" OR 4# STRUCTURAL PLANS, SPECIFICATIONS AND CHANGE ORDERS. BE FORMED FROM !i!Eft THAT CORRE!iPONDS TO THE, I C(AlklICII(oik V1111111IFf" h� L411flebtA4 (A% A* Vq 24" 2' 4- W, :r THE ENGINEER OR AP`;;HITFCT SMALL SUBMIT A STATEMENT N WIDiR (UP TO WX)#) ftoulftmEmm OF A57M A-446, GRADE b, WITH MINIMUM YI14b WIITH CIOMPIJ_TE 60 OF 01UTT (111111000" NVIE8 A"D L* 0 U.N.O. 50 IN WRITING 'TO THE' BUILDING OFFICIAL STATING THAT n* OF 50,000 PSI ALL 18 AND 20 GAGE ",, U(A AND ALL ME)AKWS %AkL K CmIEVELo " VYJWVM WITH A1IK-,1m6nJG- 6 ---I SIT[ VISfTS HIk'.T IWEN MADE AND THAT ANY DEFICIENCIES GAINANIZED TRACK. BRIDGING CLOSURES AND ACCESSORIES YURAL " TITRUCTL4114 DRAW1111". AW 04MPAP"A 0 60 ur • .4 , 2-15 MIN. NOTED HAVE BEEN CORRECTED. SkAL.k Of FORMED FROM ST&L THAT CORRIESPONOIS TO 74 WiTtS ON OIWEjj5mOW4 IM&_ (it BUOL04T TO 104 ISTIMOV r 70 4r 4' 1" 3, 2. SPECIAL INSPECTION. PER UBC CHAPTER 3 SFC71ON 305 306. RUCAAREMENTS Of ASTM A-448 GRADE A WITH A M04WIJM OF THF AW.HITIECT BfJffid COMMEK411W, W(*O 'Ai 140 1"0- 1 �-s) DOWD VIEW. IwIl wv Ltuuh 9"Su 1114 1 i(XA .2um A qupQ&v1ffx�__9f TH YIELD 01 33,000 P51. PER QLAIIIIEU& Wc*v (.*^ K "LlEAPED 60 INTO FIG. 0 0(X)R Ile 4' Ar J. ALL FRAMING COMPONENTS SHALL BE CUT SQUARFI( OR ON 2 UNLLSS SPEC111FICALly AND IS GO 11"M E*"*4A, C4111111- DK9 G TVP. A. THE SPECIAL IN!�FIFCTOR SHALL OBSIRVIF DIE WORK AN ANGLE. AS FCR BRACING, I'D SQUARELY FIT AGAIINST TKOCTOR 5OW-1 F~jM AND INISTAILL, ADEQUAlift '4~. 54' 6, r 51 ASSIGNEE) FOR GONfORMANCE WITH THE APPROVED ABUTTING MEMIWRS. MEMBERS SHALL BE MFID FIRMLY IN ti , SOLID FILL I* r-1!' 6. DESIGN DRAWINGS AND SPECIFICATIONS. POSITION UNTIL PROPERLY FASTE-t4a) rIC WQUW40 TO SAITLY E-40-ffE At. 00111111111I AM 100B. THE SPECIAL INSPECTOR SHALL VURNISH INSPIECTION REINF. TYP. 4. ATTACHMENTS Of SIMILAR COMPONENTS SKki- BE ATTACHED Be %0i I K IIIJ U Y RIESPOIN151111111 F000 THE SADA[ fi I LINTEL BARS SEE REPORTS TO THE BUILDING OFFICAI, THE ENGINEFR OR TY 3 DUTAA!, " CONDITIONS 14M SKLWICALLY '0<011111111to ',O*WL - ARCHITECT OF RECORD. & OTHER DESIGNATED PERSONS. WELDING. DJSc,,IWitAR STUD COMPONENTS SMALL. BE DONE k fjIf CONVRVCTf 0 IN Ar"AVAIO 111101"), DIETA&S SIKAVh FOR NOTES BELOW D - DIAMETER OF BAR WELDING, SCREW ATTACHING OR BUTTING. WIRE TYING OF MIN. LINTEL 8*04" U.N.O., �L ALL CELLS SOLID. R - RADIUS SEND MEASURED All DISCREPANCIES SHALL BF BROUGHT TO THE. IMMED(ATI: FRAMING COMPONENTS IN STRUCTURAL APPLICATIONS SKA&-L 140T %IUKAR CONO(TIONS MOD WT1IRIAL_ 49 PROVIDE SHORING AS REQUIRED BY CODE ON THE INSIDE OF BAR ALL LAP SPUCES SHALL BE CLASS 'S' ATTENTION Of THE CONTRACTOR F-OR CORRECT IN. THEN, BE PERMITTED PREFABRICATED PANELS SHALL BE SQUARED AND REINF. AROUND OPEWGS IS IN ADDITION 70 STD. - 2 1/2 D FOR #2 ONLY SPLICE EXCEPT THAT CLASS 'A* SPLICES IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND BRACED AGAR RACKING. LIFTING OF PREFABRICATED PANEI.L WALL REINF.. GROUTED LINTEL. ABOVE SHALL BE: TO THE BUILDING OFFICIAL SHALL Of DONE IN A MANNER 50 AS 1401 TO CAUSE LJDCAI DESM LOADS 3 , 8*x24" MIN. LINTEL, W P TO 4!-0" OPENING, - 3D FOR #3 THROUGH MAY BE USED WHEN ONE K&F OR C_ THE SPECIAL INSPECTOR SHALL SU6iA1I A FINAL. SIGNED 1. SCISMIC CANFFC"y Ab_kV 3 is . . (ZONIF lf'x4a" MIN. LINTEL. ://"2 156 UUP TO 10'-0" OPENINU - 4 1/2 D FOR #9 THROUGH 111111 LESS OF THE TOTAL REINFORCEMENT REPORT STATING WHETHER THE WORK REQUIRING SPECIAL Dls,rORTK)N OF ANY mFAABFR. 2. *1%0 PRESSURE w P.S,F IS SPLICED WITHIN THE REQUIRED 5. NUT; WFII)S OR SPUCES SHALL BE USED AT ALL OBILITT JOINTS B"x72" MIN. LINTEL, %/3 6 UP TO 16--0" OPENING INSPECTION WAS. TO THE BEST OF THE INSPECTOR'S % LAP LENGTH. IN TRACK. SPLICES iN AXIAL. LOADED STUDS OR BRACES SMALL (EAP 4 -- &6 CELLS SOLID FULL HT. ABOVE ALE KNOWLEDGIF. IN CONVORMANCIF W(TH THE APPROVED PLANS NOT BE PILRUMED. 01-L WELDS SMALL BE FILLET, PLUG B411 tpu D 116 OPEN NGS 15' -Cr AND WIDER (U.N.O. ON PLANS) AND SPECIFICAFIONS AND Ili[ WORKMANSHIP OR SEAM. WHERE CONNECTED 10 STRUCTURAL STEEL, WELDING 3. ROOF LOAD LL -w 20 P!5iI IF (25 P'14 r Sw-w it PROVISIONS OF THE CURRENT BUILDING CODE. SHALL NOT BE DONE ON STRAIGHT PORTIONS OF FLANGE OR 4 FLOOR LOAD 125 PV 0 113701RA" WEB BUT ONLY AT INTERSECTION OF FLANGL AND WEB, WHIERIE 20*50 PSI 0 of ViCk. BLK. WALL REINF 0 CORNER TYP. BLOCK- WA_LL OPENING BAR BEND SPLICE DETAILS ITEM CONTINOUS PERIODIC REMARK STUDS ARE BURNED THROUGH EfY WELDING PROVIDE SUfTAKE 01 UI .AWG 6 0701.DWG INSPECTION INSPECTION STITCH PLATE. NCRETE YES 5. WALL STUD BRIDGING SHALL BE INSTALLED IN A MANNER TO SITE PREPARATIONS CONT. FIGS GW ams] PROVIDE RESISTANCE TO BOTH MINOR AXIS BENDING AND 1. ALL LALAo.TKAr1, PHE-PARA.ToOh FOR SLAB ON VO4k. 7EV94 C* CONCRETE NO YES ROTATION. BRIDGING ROWS SMALL BE EQUALLY SPACED NOT TO FOOTINGS. BACK Ffti- ETC . SMAU K PERFORMED IN AUX*- L EXCEED 4'-Ct ON CIEFITTERS. le le 3? Tc_c.t_f�T_ DANCE WITH THE SCA 114G*kEWS RECOMMEW)ATONS ANY M '-rRUCTURAL MASONRY YES SLUND�vwv I CREPANCIES BETWEEJ4 THE SCOL LWAKEWS REP011117 00 'ME ?MAJN HIJILDINC, *AU) � tFULL STRESS) SIGN -ULL . AS SHOWN f m VERIFICATION: GENERAL FOLMATION NOTES THE STRUCTURAL UNGiWEER PRIOR TO *11TATNIC, ANY EXACAO" 1, Ir C.M U *A.-, #5 TYP. 01 SLAB, SEE PIANFOUNDATION PLANS MUST BE BROUI TO THE AMNTION OF ;ROvT SOLd') ALL CELLS (2) 5/8"Ox 1'--4" LONG uNri ST FIC 1. ATTACH ONE GUVf OF SOIL REPORT TO THE APPROVED SEI. SO THAT PROPER RLMEDW, *OR9 CAN BE PERFOAMED BEND ALT. BARS SMOOTH DOWEL 0 PRISM ITST SOIL REPOk I SHALL BE PART OF THIS NOTES. 05 VERT. BAR AS SHOWN AS SHOWN 24" D.C., WRAP TEST RECORD co 7 ri PRIOR TO THE. POURING OF CONCRETE. THE SOIL ENGINEER • 1112 TIES 0 8- 0.C rYP. OR GREASE ONE. END. FIELD WELDING_ YES SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE CONCRETE r. C3) SAWCUT OR PLASTIC JOINT CONTROL MY HIGH-STRENGTH BOLTS NO USC.STD. NO. 27-7 SHALL POc_71 A NOTICE ON THE JOB SITE FOR THE BUILDING 1. PORTLAND CEMENT SKAU BE TYPE I OR A CONFORM1110IG TO 5), VERY WALL DOWELS A INSPECTOR THAT THE WORK SO INSPECTED WEFTS THE CONDI- A.S.T.M. SPECIFICATION C 150. AC4REGATES SMALL BE SEE PLM 4 SEE SPECS. (SLAB SHALL ROOF WELDING YES TIONS OF THE REPORT, A wRrrTEN CERTIFICATION TO THIS NORMAL NEJG14T CONFORMIM 70 A.S.T M. SKC4Fr_ATK* BE SAWCUT FOR CONTROL ALL SHEAR WALL YES EFFECT SHALL BE FIL.E:D WITH 'DIE BUILDING DEPARTMENT C 33, WITH PROVEN SHR"I CHARACTERISTICS OF "S (2� 11 LAYE JOINTS 8 TO 12 HOURS 4> NAIL'G & HOLDN L AFTER CONCRETE HARD S) UPON COMPLETION OF THE WORKS. THIS INSPECTION DOES THAN 0.04X. USE SPECIAL TYPE OF CEMDIT WHERE REQUAM 'L NOT WAJVE THE REQUIRED INSPECTION 'BY THE BUILDING INS- By SOIL CONDITIONS -- - SEE SOIL REPORT. 2. ALL CONCRETE SKALL BE DESIGNED By APPROVED LABCAAW. AND DESIGN MIX SHALL SU9i TO ARCIHITECTIENGWALER FOR STEEL TRUSS JOIST AND TRUSS GIRDER REACN. AND OErTAjN APPROVAL, PRIOR TO JSC 1. ALL JOIST ARL 10 BE DESIGN IN ACCORDANCE WITH THE JOIS 465 MAAMUM SLUMP SMALL BE 4' U.N.O. INSTITUTE, AJSC CODE 7TH EDITION & THE AWS CODE.' USE MINIMUM OF FIVE SACKS OF CEMENT PER CUBIC YAftli _.T1 2. ALL. JOIST ARF TO BE SYMMETRICALLY DESIGNED UNLESS OTHERWISE CONIC. FOOTING WALL OONIT. FTG.) . 3000 PSI 0 20 DAY I - , '0 --- T offj5 Jv NOTE'S ON 111HE DRAWINGS. 3. SOIL REMOVAL. AND RECOMPACTION SMALL BE DONE PER SOIL CONIC. FOOTING iCOLUMN PAO)e 2000 PSI 0 28 DAY GRADE BEAM 3000 PS; 9 28 DAY 3. PROVIDE BRIDGING AS REQUIRED BY STEEL. JOIST INSTITUTE. REPORT RECOMMENDATIONS UNDER SOIL ENGNEER'S SUPERVI CONSTERUCTION J,011�1 4. SUPPLIER OF THE JOIST SHALL SUBMIT CALCULATIONS WITH THE SHOP SION AND INSPECTION. SLAB ON GRADE. 2000 PSI 0 28 DAY -04 NOTL DWGS. FOR APPROVL. ALL COMPLAER PRINTOUTS SHALL BE SUPPLIED 4. TYPF OF FOOTING SHALLOW, SPREAD FOOTING SYSTEM. 3. P40 PIPES OR DUCTS SHALL BE PUKED IN STRUCTURAL WITH SUFFICIENT E;,dLANATION FOR REVIEW. SUPPLIER SHALL ALSO MIMIMUM EMBEDMENT j/1fr BrLnW LOWEST ADJACENT NATURAL CONCRETE UNLESS SPECIFKA"Y DETAILED. SEE APCHITEC- Ill SINQU LAYEB FOR SLAB AND BASE SEE FOUNDATION PUIN SUBMIT CALCULATWAS I! I)RAWINGS, SAME SIZE AS THE CONTRACT GROUND OR COMPACTED FILL, TURAL AND MECHANICAL DRAWINGS FOR LOCATIOIN OF SLEEVES. & SPECIFICATIONS. DRAWING TO BUILDING OFFICIAL. 1:r BELOW FOR INTERIOR FTC. MOULDS. FLOOR HINGES, ETC., TO BE CAST !ONTO THE S:3ACE ALL JOINT; 0 25-0"± D.C. MAX. 5. CAMBER JOIST PER RECOMMENDATION BY STEEL JOIST INSTITUTE. IN NOTL5 TION DUE 10 DEAD LOAD. DESIGN SOIL PRESSURE. CONCRETE. DffE#40 V%A-, HORIZONTAL FOR "C' SEE SPLICE IN DETAIL I S E FOUNDATION PLAN. NO CASE BE LESS THAN 1HF DEFLEC CON*ONUOUS FTG. 2000 F-'cF 4. VIBRATION OF CONCRETE SHALL BE PERFORMED IN ACCCP`:AV-f RE]4FORCtVCNT THRU PIER INTERLOCK All CORNERS ANU INTERSECTIONS, NO 1�2" PREMOLDED JOINT FILLER 0 15-0" O.C. MA_X. 6. THE TOP CHORD FOR AL.L. JOIST SHALL BE DESIGNED FOR ADDITIONAL ISOLATED f7C' 2000 PSF WITH THE PORTLAND CEMENT ASSOCAT;ON SPECIFICATION A B �c 0 WALKWAY, SEE ARCH'L. BENDING DUE TO A 0.15 KIPS CONCENTRATED LOAD BETWEEN PANEL ANTAINED IN A MOIST COND(T"O)% F�jp TOOIHING ALLOWED. 5. CONCRETE SMALL BE V POINTS OF JOIST. 5. SLAB BASE AND COIIir-�,'-,ION TO BE IN ACCORDANCE WITH A MINIMUM OF SEVEN DAYS AFTER ITS PILACEJMEW� Ai-PROVEE) 7. ALL GIRDER ARE TO BE SYMMFIRICAL, AS MAXIMUM LOADING CONDI-- SOIL REPORT. CURING COMPOUNDS MAY SE USED IS LIEU OF MI Cvf;tW, WALL PIER PLAN TYP. FOOT!NG OR WALL, REINF. FLOOR SLAB JOINTS TION MAY OCCUR AT ElTrIFR END Of THE TRUSS. 6. FOR ALL DIMENSIONS, CURn, SLAB DEPRESSIONS, STOP, 2115.DWG 12 01 03.DWG 7 1001.DWG 2 8. TRUSSES ARE TO BE ALL .SHOP WELDED CONSTRUCTION. FLOOR DRA.'NS, SINKS, TRENCHES, UNDERFLOOR DUCTS AND 9. ERECTION MAY BE EMAER FIELD BOLTEL OR WELDED. CONDUITS. SEE ARCHITECTURAL, MECHANICAL, REFRICERA- REINFORCING STEEL BE IN ACCORDANCE WITH ASTM A.325 T 1. REINFOk,';ING STEEL SHALL BE (YJORMED BARS OF vWrER- A. FIELD BOLTS SHALT ION, AIR r:ONDMONING, PLUMBING & ELECTRICAL DRAW- MEDIATE GRADE CONFORMING TC, A.S.T.M. SPECIFICATION1 __01 FRICTION TYPE. INGS, TRENCH BACKFILL. AS PE9 SOIL REPORT REQUIRE- A6'.j GFADE 40 FOR BARS #4 AND SMALLER: A615 GRADE 60 ir B. WELDING SHALL CONFORM TO LATEST AISC AND AWS CODES. MINTS. CONTRACTOR TO PROVIDE SUFFICIENT ROLTS FOP TEMPORARY 7. BOTTOM OF' A COLUMN FOAING IiI41THIN A DISTANCE FOR BARS f5 AND LARGER. MESH REINFORCING SHALL OF - -7. CI OURCI-WAlt.1 RAPID 1--#4 CONI. CONNECTION AND FITTING UP. GXFo - W1.4 X W1.4 UNLESS SHOWN OTHERWISE. M4FORMV, a CONIC, Sm WALL co \211- 'S�- . - TO TRENCH FROM THE TRENCH mu,3T BE AT THF SAMA ELF',/A- GRW SOLID W/ 2 ' CONTROL JOINT I TC' A.S.T.M. SPECIFICATION A '185. #5 0 1 ar D.C. (V) 02 SEE PLAN FOR SLAB 10. NO MLCHANICAL, ELECTRICAL OR OTHER EQUIPMENT SHALL HE SUS- TION AS BOTTOM OF TRENCH. PROVIDE lEr X 16' CONCRETE 0 32- D.C. (H) LAPPING 30 FIAR DWIETERS IN CONCKTIE, 48 BAP DIAMETERS C2) SIUCON1 SEAL, BOTH PENDED FROM ANY JOIST BRIDGING, BRACING OR METAL ROOF DECK. PEDESTAL, POUR WITH FOOTING 4-#6 VURTIM BARS Wr-H 2. Rf'INFORCEmENT MARKED CONTINUOUS MAY BE SPLICED BY ADD I--#4 0 F 1 11. NO LOADS SHALL HE SUSPENDED FROM THE ST`E_EL JOIST OR JOIST f3 TIES AT 12- O.C. 3 - 03 TIES AT 3� ".0 AT TOP. IN MASONRY WITH A 24 INCH MINIMUM LAP EACH CASE. GIRDER BOTTOM CHORD (EXCEPT AT THE PANEL POINTS). NO LOADS H. BRIDGE CONTINUOUS FOOTING OVER TRENCH WITH 4 - #6 x IS COMPLErED TO MATCH DOCK RAMP 1,-74 4 T #4 FIR, TIES 0 24' MORrAR j0ifff T MAY BE SUSPENDED FROM JOIST BRIDGING MEMBERS. 16'--Cr LONG BARS AT BOTTOM. CENTER MARS ON TRENCH. 3. MIN LAP OF WEJ-DED WIRE FABRIC: SK41 BE fr OR ONE SEE ARCH'L DWG. C4) SEE ARCH' FOR LOC., q7 VERIFY ALL CONDITIONS IN FIELD. FULL MESH, WHICHEVER IS GREATER D.C. ItLK"24, i ff-A�11 SIDE AFTER REO CONST. R DEPTH & SIZE OF 0 11 71TI-- IF 4. DOWELS FROM FOOTINGS SHALL BE OF THE SAME SIZE AN" SPACING AS VERTICAL WALLS AND COLUMNS REIN;7OP`CEJME%�- O FOR CONIC. &M REINF_ 3; EVERY OTHER HDR. DEPRESSION 9. All PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE - BOND BEAM REBAPS SHAM HA',E ADEQUATE DRAINAGE OF SURFACE WATER TO BASE. SEE PLAN ZIP 2" WIDE 0 END OF PREVENT SATURATION OF SOIL UNDER FOUNDATION. UNLESS NOTED OTHERWISE ON PLANS. 4"s TO BE CONT. THRr JGH LOADING DOCK RAMP J�Typ 5. PROVIDE SPACER BARS. SPREADERS, C`I-WRS. BLOCKS, A FI.R. TIES 0 24* 10. USF STEP FOOTING DFTNI. AS REQUIRED. SEE GRADING O.C.. r L 2-e CONTROL JOINT AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. PLAN. 2-#4 CONT. GRADING PLAN ENE OF-51,63 USED FOR RE-BARS REGURINC, WELDING. 4. 2-#5 VERT. BARS �6) FOR ELFV. SEE CA ) 6. REINFORCING aAF?S CONFORMING TO A57U A706 SHAII,_ BE 0 EA- SIDE !N GROUTED CELL SEL- ARCH'L PLAN METAL SLAB FORMS DOWELS TO MATCH 1. METAL SLAB FORMS, SHALL BE VERCO TYPE 8, 22 GA., PAINTED VERT. REINF. (48d LAP) (:3� SLAB FORM OF APPROVED 1-#5 CONT. U.N.O. MASONRY 2. CONNECT SLAB FORM TO SUPPORTING MEMBERS WITH 3/4- 1. CONCRETE BLOCKS UNITS SHALL BE GRADE *N-l' CONFORMING DIAMETER FUSION WELDS Al if O.C. �a CIONC. CURB 21; 3. DECKING SHALL BE CONTINUOUS ON THREE (3) OR MORE TO THE A.S.T.M. SPECIFICATION C 90 FOR LOAD KM94G SEE AR(>(L SUPPORTS. MEDIUM WEIGHT UNITS. Fm-15500 PS1. CONTINUOUS INISKC- NQIU. TION IS REQUIRED. TYPE OF BLOCK AND FIRE RATING 14 SPACE JOINTS 0 DIST. EQ. TO WALL HEIGTH xl.5 OR 4. PROVIDE ALL ACCESSORIES (OPENING REINFORCING ANGLES. OF WALLS TO BE CHOSEN BY THE ARCHITECT. :j I F 1TE-Lit-1 I I-L11--i 11-111----11[-[ CLOSURES, ETC ) TO PRON/10F A COMPLETE DIAPHRAGM.30'-O"± O.C. MAX.. FRIEND FROM TOP OF FOOTING 11� T 2. BRICK MASONRY SHALL BE REINFORCED, GROUTED WITH GRADE TC) TOP OF WALL. =nl C- 5 $IT - I T17-i-71 I MW UNIT CONIZORMING TO A.S.T.M. C 62 AND 2,500 PSI SEE ARCH'L EXTERIOR ELFVATION (NO CONTROL JOINT MINIMUM STRESS. ALL CHORD REINF. TO BE CONTINUOUS.WITHIN "'-0" MIN. OF OPENINGS OR PIERS). SLAB 12ERREUjQN rB 3. AGGREGATE FOR MORTAR SMALL CONFORM TO A.S.T.M. C 144. Q 4. MORTAR SHALL BE TYPE S CONSIS71NG OF 1 PART PORTLAND 0_0 CEMENT, 1/4 PART UME PUTTY, AND NO MORE THAN if THE VOLUME OF CEMENT AND LIME USED. MASONRY WALL A71 FOOTING EXPANSION JOINT SLAB EDGE & DEPRESSION 5. GROUT SHALL CONSIST OF 1 PART PORTLAND CEMENT, 3 PARTS 2102.DWC 13 8 3 SAND, AND NOT MORE 1/10 PART LIME PERMITTED. FOR GROUT b- 01 02.DWG i 003.[)WG SPACES OF 4 INCHES OR MORE IN BOTH HORIZONTAL :)iREC-- TIONS, ADD 2 PARTS PEA GRAVEL GROUT SMALL WAiN 2.000 P.S.I. MINIMUM AT 28 DAYS. PROVIDE TESTS IF RE- OUIRED BY BUILDING OFFICIALS. c 8' ,-,M.U. W/ 6. GROUT ALL CELLS SOLID, r(PICAL. UNLESS NOTED OTHERWISE. c TRENCH SHALL #5 0 5* O.C. (v) & 8' coNc BLr,. WALL BACK FILL COMPACT GROUT UFT SK41 BE UMITED TO 5'-(T WITHOUT INSPEC- #4 0 32- O.C. (H) c N01 LINDER- < TION BLOCKOUTS. THE THICKNESS OF GROUT BETWEEN BLOCK }. _: GROG SouD vI,.' -4 TRENCH PER SPEf,'S MINE WALL FIG. AND REINFORCING STEEL SHALL NOT BE LESS THAN !/If ANC. U2 FIN(Se GRADE OR PAVNG 5 0 16., D.C. rv) AND SOIL REPORT -MCI �H) SEE ARCH*L 15 0 32- O.C. NO TRENCH PARALLEL BETWEEN PARALLEL BARS NOT LESS THAN 3/4-. 5 0 24' O.C. TYP. U.N.0. 7. IF WORK IS SOPPED FOR ONE HOUR OR LONGER. PR(WIDE A 1,3 t4 TIE! TO FOOTING BELOW JOINT BY STOPPING THE GROUT 0 HORIZONTAL CONSTRUCTION CONIC. SLAB OCCURS I C�') DOWEL TO MATCH THIS UNE ('4) WATV?PW G. SEE AP`CH`L 10 1 11:r BELOW THE 70P OF THE BLOCK. \ / 1� VERT. REINF. (48d LAP) 3 (3') NO PIPES SHALL (_3 8. PRWDE 2-#5 VERTICAL. BARS AT ALL ENDS, CORNERS, JAMBS SPEC. f. REQUIRED U.N.O. , /" /11q PENETRATE FOOTING AND INTERSECTIONS OF ALL MASONRY WALLS UNLESS NOTED OR C5 2-0 WEEPHOLES 0 0 --0' 2-#4 HORIZ. CONT. SYSTEM SHOWN OTHERWISE. 1k 9, CONTRACTOR SHALL ADEQUATELY AND RIG0Lv BRACE Al-L MA- O.C. MAX. %ROCK I O� 8 04 PROVIDE SLEEVES POCKET (I U. FT. MIN,) #4 1111"L_��4 0 24- O.C. SONRY WALLS UNTIL ROOF STRUCTURE IS COMPLETELY DRIECTED FOR ALL PIPES I 1/2'x CONT. KEY 4 SEE- NOTE 2 C) FOR CONIC. SLAB REINF. 04 7 "4 CONT. & BASE, SEE PLAN BELOW _(9) STRUCTURAL STEEL AND MISCELLANEOUS IRON 5 tin I T I v I-J5 CONT. U.N.O. #4 TIES 0 24' O.C. Cl 2e 1. STRUCTJRAL STEEL AND MISCELLANEOUS IRON SKIIII ('bN;,?V TO A.S.T.M. SPECIFICATION A 36. > A. PIPE COLUMNS SHALL CONFORM TO A.S-T.M. SFZUFICAT10k C9), CCW-. SLAB. SEE PLAN BEND ALT. BARS _TTT _T_ In A-53. GRADE 'Er. UT 0" B. STEEL TUBE SHALL CONFORM TO A T.M. ANX GRADE 9. (Do 1-#4 CONT. #4 FLR. TIES 0 24" D.C. I. FOR PIPE MORE THAN 3' BELOW BOTTOM OF FIGS., Fy - 46 KSI. /711 CONIC. CURB, SEE ARCH'L -08 WRAP FOR FUTURE WALK STEP FIGS. AS PER DETAIL 6/. NO PIPES ALI-OWED IN FOR SIZE & LOCATION OR SLAB- SEE PLAN PAJ FTG. STEW. 2. WELDING SMALL CONFORM TO ANS'/ AWS 01.1-92. AND BE WHERE OCCURS 2. IF FTG. IS PLACED PRIOR TO PLACINi PIPE, PLACE PIPE DONE BY ELECTRIC SHIELDED ARC PROCESS USING E-70XX ELECTRODES. ALL WELDS SHALL BE UNIFORM IN SIZE AND 7) 9) 62 0 1 ir D.C. V4 AND CONC. BELOW FTG. TO WITHIN 2" OF BOI. OF FTG. APPEARANCE. AND FREE OF PINHOLES, POROSITY, UNDEFI- ,D 15x -A !I�,r 1�2- CDR. FROM u__ r-17m7-1-111 Ti- AND DRYPACK THE REMAINING 2". BACK FACE 3. PLACE CONC. FILL AROUND SLIFAT HF FORE POURING CUTTING OR OTHER DEFECTS. ALL BUr7 WELDS SHALL. B1_ 13 7 0 SEE PLAN FTG. (FULL WIDTH OF FTG-) FULL PENETRATION. CAP BLOCK, SEE III ~3'-(r U.N.O. 4. ALL PIPE SLEEVES TO BE 2" i-ARGFR IIiAN PIPi . C. WELDS SMALL BE DONE IN THE SHOP OF AN I.C.B.O. APPRO%1:0 FABRICATOR UNLESS OTs4ERWISE NOTED ON PLANS. ALL "HE FIELD WELDING SMALL BE PERFORMED By OUALJP.ED WELDERF FENCE WALL MASONRY WALL AT FOOTING TYP. PIPE INSTALLATION AT FOOTING APPROVED BY 11�41E BUILDING OFFICAL AND CONTINUOUS INS- 211 7.DWG 21 OI .DWG I O(06.DWG 4 PECTION BY AN APPROVED DEPUTY INSPECTOR IS REQUIRED 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR Wa)NRY a: SMALL BE SHOP PANTED AS SPECIFIED ANY ABRASION SHALL w 0§ 'c BE TOUCHED-UP AFTER ERECTION, IN � I w Z' 5. FABRICATOR SMALL SUBMIT SHOP DRAWINGS TO STRUCTURAL Lij (Z L 3x3x1/2 CONT. ENGINEER FOR REVIEW PRIOR TO STAR' FABRICATION. FAB- 0 0 W/ 1/2"10 W 8" CONIC BLK. WALL FOOTING REBARS SHALL RICAMN W1.1 CONFORM TO ALI S.C. SPECIFICATION, 0 ANCHORS 0 12" O.C. (D GROUT SOLID A/ BE 'THE SAMFAS 6. BOLTS SMALL CONFORM TO ASTM A-307 UNLESS OrHERWISE SHOWN ON NOTED. 3 6- CONIC. WALL W/ DOWEL TO MATCH WALL FOOTING SECTION 7. ALL STEEL FABRICATIONS SHALL BE DONE N A SHOP Lj-- 15 VERT. BARS 0 12" 0.(- VERT. REINF. (48d LAP) CENSER BY THE GOVERNING CITY OR COON'" �c DATE -9 & #4 HOP. 0 12' O.C. 03 2-#4 HOR;Z. CONT. is� .7 LAP 40d Ullp 4 #4 H'1_24' 0 24" O.C. DRYPACK 1. DRYPACK SHALL BE 5,000 PSI NON-SHRINK GROUT, FIVE FOR CONC. SLAb REINF. 6- CONIC, SLAB I kj?) -44 STAR OR EQUIVALENT APPROVED. W1 #4 0 24- D.C. 2 -6 SEE BASE. StE PLAN (2j- \ I 1 2 INSTALL DRYPACK UNDER ALL BEAM BEARING PLATES PRIOR TO PLCT IATt ARCH'L -(5 FRAMING MEMBER IS INSTALLED. EA. WAY 1'8� 1-#5 CONT, U.N.O. UIII--III-rl 3. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AF TR ML V, PLC-T %:AL.F (7) #14 trL-1-4: 0 24" O.C. HAS BEEN PLUMBED; PRIOR "o FLOOR OR ROOF INSULATION 1. 1 4W W I WRAP FOR FUTURE WALK V -�AAAN QY n i i r OR SLAB- SEE PLAN MIN. WHERE OCCURS ILL.- �IISHE E E LAP Ir CONIC BLK. WALL In A.. ".� -T- *- w A $5 VERT. 0 16' D.C. 0 4 NOR z Ti- 0 24" D.C. I I w till,, Ill in 4W I* C41 f- MIN. NOIL 7m 'S' MIN. MAX. 2w '5 MIN, 1 III- Tl 1. S- '-6" _4 r PEE PLAN ( 7 0 'ONT. 2 0 18' MIN. OR TO ST1 t% MATCH FTG. DEPTH 0A1ITTlMI'pVrH, 72," 115 MASONRY WALL PIER @ FOOTING10 T&B REINF. 0 STEPPED FTG, LEVELING PIT DETAIL I(A DWI 01 O.DWG 0!7 Lw, MAY MICan LMED III III III 1 mm- ki Gum 41 MADE m -4A III I III III III FOOTING Ow pf'7� MP nW LOW ot S"*'I:Rj GROUND 1 B 17_ G 0 BELOW FOR IWERI IG:NS( PRESSURE: 2 DID i r w, IIIELI, 'v ►� �4 �._.._, .._._ ... . .-_-�R___ ,._._ . ME TAI DECK rV/ i'w d r 1 1 1/7x 1 1/ x 3/i � ►"MIE h Atl.lv�,,,+►'i�,? . , �� AS SHOrkN a "t-- � . 'wt Jif suts a i ar1+11�a118t I METAL MCK, SEE PLAN 3/16"/ BUTTON 414,'/4 CX>MT w/ . r+ k*% -- -^' NIE:RLOCKING UNPROTUDES ITS : ` �A �;. �.: t+•`: . , S 4"! * !r If, A N +� , �. r (,2� FOR JOIST SIZE 12 a O.C. SE i FRAMING PLAN Ouat�.t Art 2 1 I I 2" LG. WE l D f r t�4'� • � il,r �,� ;• �� (. l t i i 1 'r, VVAL U►'C.K, rk E i+t AN E * , , 31 TRU'S'T GIRl1E.R. A' � MUST ENGAGE i OP i b)P�tIQ;A E WELD ii i HUT iON PUNCH a 1' xe .' '`� •'�� R S�k FRAMING PIAN OF INNER LEG I I + I 44 5i FOR JOr'51 `.IZE r a" A. . 'r'1.1i t't10►tti '`� 6 / I) 1 1 1/2" LG, WELD f j _ i:� I r I SEE FRAM►r1G 11 A" i4 xb. I �` _. __ MUST ENGAGE INNER `t~. ` • • w ` • i STABILI kk -. G AND HAVE * . -T -Tt -- r- -rr t'-1 j 6..`� d F e 1 t I 1 4 t !N10 •' MMI klk'1 jvjz, , LE ,.• I I PAST Pf, tai FUSSION TOP �/ �/ ti .1' d I '- 1 _!" N/2 i/7'/ x !r Jt�;U4 T ) . _ STS•SEE F i1N 1(07It1 & BOTTOM / y ', !�' IMS �N011. ^ham'» \ SIZE & LOC. (4) THROUGH 3/8"r '. { I -T I I i �, t I f i ► I i I I i (8 LGNT. CMORU SAF+. ej'HOLE IN ' 8 r I i `� MW4 3 k6)1 124112x1 W/ a . WELD WASH4ER 4)PLUG WEIR�� (2 iTOP SEAM WELD t17 e fOP UMf 2 =I/4"� M.B. E.S. �. i _. _ __w___. -'+- - (3-/5 U N.U.; , Srt'1� 1/ECIt•) � (�5 EFFECTIVE MINIMUM �' � � ' ' " " SINGLE OPENING �/ (1, GROUT w-crF-i ,wo k 1/2"j OR J/8"xl L.G. (AD 8 ; OUP ��__�� AFTER JMT PtACFMENr VT sF: d' T►� _ _ (NO WELD WASHER t:1QNT L>ri`G __ _.__ USED) 1"19IF.S: H /5 COM. ♦ R `''. I. ANGLES ;HALT. BE PLACED ON TON OF DECK. FILLET WELD ONE LEG OF ANGLE e� �'?'t M.8 • 24' .i c `• ' T (BOTH SIDES TO METAL. DECK • 12" O.C., AND ADD I SGA. CLUSURE t 4 3a CUNT. TOP t rp 3 Nm oft DOLT 6' ' 2 , � / AROUND OPENING. J OR SEE ARCH'L / EA END,) \ ,,,�~. 2. ;,INGIk. OPENINGS NOT GUTTING WEBS REQUIRE NO ANGLES. ` 3. IF A STRING OF OPENINGS TRANSVERSE TO DECK OCCURS THERE SHALL HE f 3 (3)SIDE SEAM WELD NO MORE THAN 4 OPENINGS IN A STRING. 4. A SLOTTED HOLE NOT EXCEEDING 18' IN LENGTH AND 140T CUTTING A WEB IIS,. REQUIRES NO ANGLES, CONTfWIOR TO k"E CERTAIN THAI ROOF TOP UNIT i 4 j �1ELD TO SDPPORI 51VL__LAP FASTENING 5. OPENING OR GROUP OF OPENINGS EXCEEDING 14" OR CUTTING 3 WEBS REQUIRE. i rS PLACE I) ON JOISTS DESIC,NATEl1 FOR SUPPORTiW HVAC SECONDARY BEAM REINFORCEMENT ROOF OPENING AT A/C UNIT 20 JOIST TO STL. COL. CONN. ''� TYP. METAL DECK WELDING 11 TYP. METAL DECK ROOF OPEN'G � JOIST TO C.M.U. WALL 1 hN,. :*�. 63u1.DWG 0938.DWG 0603 DWG W2 oAht.i PprNT l7F Jl)+STSU B ~1 pEN„I r� M11 OF l'.K i WEU TO FRWE OR I�)-_. P41EF'A>ARCATED CUi2B O �1) L 4x4x1/4 CANT. W1 (f1) ! ♦.4x1/4 COW. W/ �`� � --� (DMETAL DECK, SEE PLAN TO E• SUPPLIED 8't mtrjvi cw, .xwrw..,a _ � 3/40 x8" LNG. A.B. 3/4*0 x 8' LG, A.8. ME LV L C`tWTWTGR - >. - tM 3' W N BE,ARt'NG 6 '1 y FOR JOIST SEE O 18" O.C. _._�J / • T!!r C.C. L FRAMING PLAN / O METAL ROOF, SEE PLAN /i f __._...-- 2 METAL DECK, SEE PLAN i bxsa3 sA FRAME 8 ,�i 1 3 STD. PIPE SPANNING �'' ' M 21 CONNECTION t I U " _ - g piµ - -- N EaT1�lt' 6` MW. - V 03 L 2 I 2x 2 I 2x 1 4" -' -_ _ _._ __ /� F-_ - -� " SEE FRAMINGFOR JOIST i - BTWN. JOISTS FOR JOIST SPACmc O3 JOIST GIRDER BEARING t / w, y / / Iht1H0 P4NEl PONv1 _. 7 = (TYP)WELD BRACE TO —�- - 2 ROOF JOIST, SEE PLAN - �- 84170x3; 4 W/2-3/4jd xl 2 STUD __ _ _ � � HOR1Z. BRiDGiNG if ) ✓ • • • JOIST AND JOIST 3 HANGER SUPPLIED BY 4 FOR SIZE &BLOC E PLAN g ___ 5 L 3x3!1 4 x 3!l W / I O 0 TOP & BOTTOM _. I r. • �:A Jo�T slzEs GIRDER 9011. chloRo � � --. _ r� \ Ski: PLAN � (TYP) • MID SPAN O PIPE INSTALLER � 8x6x 3/4 STABIUZER T � t J 3-3/4'0 A.B, TO WALL r 5 1 5/Ir 0 9LORC.LM MRS • g. �� r ; ` r FbFORJOIST LOCAONGIRDER. (5, I �;I 4,:6 SPANNING BTWN. O f G 8' CMU WNl ` lit ♦ J• SEE FRAMING PLAN (I 8 2x13 Ox 4'0 A.B. w0 6" O.C. -._. 3 O C.C. E.w w,`t0 '0 � 1 � / TO£ONAIL.SW 4-END / �- 7 1-#5 COM. rRAME AND AT ALL \, 5> FOR TRUSS GIRDER \� 7 8" CMU WALL WTERSECT?ONS \ SEE FRAMING PLAN -_�_ _ �� 6° PIPE MAX. PAR. O r4 �� 341 TOP CONT. t y { --.- 0 PERP. TO JOIST f " OR SEE ARCH'L ' 8) ROOF CURS i 0 CONT. CHORD BARS, __ DBL. 2x6 W 2 I 2" - SEE PLAN 8 �� _1 b ` r (SEE MECt1.) I / / - - (3 /5 U.N.O.) 1 ...__... BRIDGING L 1 3 441 poJx 1 9 ' ---_-� �4 ROOF TOP UMT \ - - (2x4'SSMAYOBE USED - - - COD GROUT POCKET 50Up JOIST SPAN •�� , 1 '%� ! � � � AFTER GIRDER PLACEMENT ('SEE MECH.) 5• - 3/ FOR 4"o PIPE) �i d Ly/ ,+ `...._� 7 3"� M.I. WASHER _._. -------- \ _ � -- -- .CONT LVL'C . �0�--._.. a-� To 2a-rr 1 ,, ., .•y It O 2 10 I-�5 CONT. L�'r t/rj M.B. • 24' 0.•.'. . 3 � I O TO JOISTS 4"4 PIPE PAR. OR PERF'. (11,11 3x CONI. TOP t ��._ �.5 33'-i" To 46'-cr 3 6 ~ l ' 1 ! NOTE: OR SEE ARCH'L - -- f MIN ONE BOLT 6+ ^ I]:r: � 46'-i" TO W'--� .4 FROM EA END.) Ctk.'1RACTOR TO MAK£ CERTAIN THAT ROOF TOP UNIT V_- �J 6'� PIPE MAX. 8; __J -1_-y ee t MIOSPAN AIDCGING SNMl K DML1014AL �OCMIG w/ BAITED IS (':ACED ON JOISTS DES►GNATTp FOR SUPPORTING HVAC / CONWCTi)NS AT F>fg S AND WTER5ECTION ib ROOF OPENING /;T A/C UNIT 21 JOIST TO GIRDER CONN. '1$ TRUSS GIRDER TO C.M.U. � SECTION AT BRIDGING 2 6602 L)w�', 6303.DWG / _ 6401 DDG - _A - 64D4.DWG - - -- NOTE: �/ \ ' 6'j PIPE MAX. IN EITHER 3 6 % DIRECTION. CONSULT STRUCTURAL ENGINEER FOR MULTIPLE PIPES (GRID METAL DECK � ° A 2 OI METAL_ DECK, SEE PLAN & OTHER CONDITIONS NOT Oi TOP OF MASONRY 0 ROOFING SEE ARCH'L7 - SEE SEE PLAN '•"� I ) COVERED IN DETAILS. -- -1_ 7, r� FOR JOTS SEL i USE THIS DETAIL FOR DUCTS --- - ---- .--- - O 1 ; / 2 [ 4, 7.25. er LNG. W/ 1. _i 9 SC. FT. AND LARGER EXTEND TO TOP ---— x d'-0' LNG. ;��,-'�� FRAMING PLAN 8 2 PILASTER REINF, I t 1 METAL DECK, SEE PLAN T (2 TOTAL) O CONNECTION t IN CROSS SECTIONAL ` OF MASONI?Y i , SEE FRAMING PLAN -♦ / �" - AREA. 2 3 TRUSS GIRDER D D I FOR FRAMJOIST SIZE 3 STI. COL.. SEE PLAN i O FOR TRUSS GIRDER r __ .- O SEE PLAN j a I O4 8" CMU WALL ,�' � Z FOR SIZE & LDC. �d SEE FRAMING PLAN NOTE: " D D 5 L 4x4)(1/4 CONT. W 4 S/g, BEARING t l ( ,-�_ ' _ 4 8 BILK. WALT. 1 / ON I' DRYPACK 4'� PIPE MAX. O PILASTER REINF. 7 : , �' ._ _ 7 O I / \ _ 3/4"# A.B. x 6" A.B. 51 Q" CMU MrAll J�.f �-J"' " '" EXTEND TO BEARING f� - O 16" O.C. - r OF TRUSS GIRDER t . -} --� L61 1 4'0 A>,iT. TOP• 4t O.C. i � \ - (4; C� 3/4""� ANCH. BOLTS d - ---- -- D - D O 341 CONT. TOP t 5 ....-.-- .. _a �✓ I I OR SEE ARCH'L =' (7� 84120x3/4" ©FARING � i I D i O CONT. CHORD BAR SEE PLAN �. / -, (3-/5 U.N.O.) 4. 4 --- f j 3 r _ - T _. i �_ __. - NOTE: 5 6"d PIPE MAX. CL STL. BM TO TS COL. '22 JOIST TO GIRDER CONN '�� PIPE SUPPORT ® JOIST '12 TRUSS GIRDER AT WALL. PIER METAL DECK TO C. M.U. v , o 26t .OwG 6304.DWG — 0604.DWG - - - 6406.DWG - _- 6409.DWG ---- . .�. I I I ? -,LK. �- tI/2" T&B RTO R COL. FLANGE OR'F - BEAM WEB i T- COL. U� 's� ( I ; STEEL BEAM 1 'SEE - f FLGS Cl) ROOFING SEE ARCH'L 7 - SP-CE ` i1d '!p SEF SC.4FD L`__ �� N SEE PLAN --- <j� ` I __ - �.SCHEDUI E ♦ PLAN BE�� 2GA U PUNCHED _ _ - - ✓ O METAL DECK„SEE `- DEEP LEG WT 2,- 1/4' STIFF. R 0 4 -'- ROTH ,IDES j 4"I h10' M.:1 TRACK TYP. Z t CONT. LEDGER j `." N i 1N �'S.AN'S -� o --�_ 4 3/.1`4 I v - * F= __ - __ __ ._ ♦ O w/ 4f A.B. 0 24" O.0 C 2 ;OGA t x4 x1 2" c� / / I - 3 c t]rr. SE£ P.aV� 1 S) 2 /3 3 8" BEAR NG AT 4'-0` O.C. / xBM. FLG, W 1 2"- ( ) b 2 JR S.'£ t .00 , I i ! a 3/a"il M.B. /�r O4 8' CMU WALL , ;p { ♦1 I `3, METAL STUD 4 'V �.�� ( BEAM TO UEP M QR 5' EMBEDMENT' 6 ---�r-i• � Pt''N ( ' / �% '''` "" S`` IAN I i' BEAi►M TO COL. FLANGE BEAM TO COL WEB �5 CONT. CHORD EAR C- --+ FOR SIZE do LOC. ? 4 STL SEAM / 1 . �3 �_. -- -' . SEE PLAN _ O SEE PLAN .r -) 0 3/8„ BEARING t TYP 2✓I� - SHAPE SHEAR t WELD FLOOR ROOF REMARKS (3-#5 U.N.O.) xBM. FLG. W/ S17F FRAMING FRAMING I BEAM SPLICE SCHEDULE SMEE DEQ 2 3/4"0 M.B. �-- WI O OR LESS 1/4" 3/18" 2-3 0 2-3/4"r t `I 8"I�2„ 2 2� C) 3x CONT. TOP I� + am. DETTH t SIZE REMARKS / ✓ � � � �. W12. W14 I/4" 3/I6" 3-7/8"r 3-7/8"r OR SEE ARCH'L i E _ BOLTS w8, W10 1/4" 2 — I I g M�'a7ie'V I I - 3) W16 3/8" 1/4" 4-7/8"0 4-7/8"r + 3 t W12. W14 I/4- 3 --- -- - WI8 3/8" I/4" 5-7/8"0 5-7/8"0 5 WI 3 8" 4 W21 3/8" 1/4" 6-7/8"0 6-7/8"0 I 1 6 / _ w1 W24 3/8' 1/4' 7-7/8"r 7-7/8"0 4 W21 3/8" s _ ' ! -� \ MIDSPAN W27, W30 3/8" I/4" 8-1"r 8-1"• -_L - V11' AN B , 1 C • END �8 I_ �._ \ _. �� W33, W36 3/8" 1/4" 9-I"r 8-1'r 0 L' 4 -_ 3/e- _ 7 V _ — • A-325 N BOLTS FOR FLOOR. � ,� BEAM SPLICE DETAIL TYP. NON--BRG PARTITION TO ROOF '1 TYP. BM. TO STL. COL. CONN. 1 TYPICAL BOLTED CONN. 9 METAL DECK TO C.M.U. 4__ .;9;, DwG 6703.DWG 6205.DWG 906.DWG 640F.DWG Q � 1 - �� - METAL DECK M ---�� O ROOF SHEATHING LINE ( I� FOR JOIST SIZE 8" CONC. BLK. WALL W/ - SEE PIAN � �.,,.._ _ �,,,,�- r 4x 7.25x 8" LNG. W 0 2 CONT. CHORD BARS SEE FRAMING PLAN 5 O 16" O.C. V) & [ / SEE PLAN FOR No. AND SIZES I T5 O 32" O.C. �H) 2 METAL DECK, SEE PIAN ._._�� R L SEE PIAN NEW x $-0 LNG. ( �A TYP. U.N.O. - fi M (2 TOTAL) I ////%�� ---- --------------- -----------... -T. -._-T.G.M. ______ U FOR TRUSS GIRDER SIZE 2 STEEL BM SEE PLAN a - ---- - Tar 9_4 i STL COL. SEE PLAN I ��" r..__;.._ r.... L.._. SEE FRAMING PIAN TYP. _____._- -- �-r _ . ISSI �ATE. --(-•-- �.--- --T 3, 4-6 VERT. W/ �2 TIES �l" _ I Flfv FOR SIZE & LOC. f 4 8x841 1 4" O B" O.C. & 3-�3 F \ 4 5/tr BEARING �� ____.. STA81l.IZER I� O 3" O.C. O CONN. U.N.O. -_._ 3/1d .II')B NO it ON I` DRYPAC ( l 1 LNG ANCHOR BOLTS r _-- � � r , S . PIPE COL, _- �� 7/8"THK.x 8"x I'-2" LNG. 1/2' slit 3 , B' CMU WALL Id' y I r_`i_ , ' } _.L SEE PLAN OR I G t W/ 2-3/4'}f x 5 ?' CONI. IOP t W/ f I SIZE & LOC. ON�' DRYPACK B LT 2 - 1 /� 1 r�.. v^. BEARING '\ _ f _a ; 3/a"Ff A.B. • 24" O.C. ` - - - r/ Y otL�T .rt *4 F 1 j' (8� 12xi 2x1 W/ 8 I I �5> DRYPACK POCKET AFTER I/4 \ J 7', Tor S ZE LOC. .',', / ;_ .-. . ,:.r- ... __ 5 BEAM ERECTION _ CRAW V«Pr L _ . LAh 2-3/4 M.B. E.S. �i�/,,' _ t ty - 1 `� SEE T. CHORD BAR CON -•+�"" '!. 741 (3-#5 TYP. U.N.O.) — a- s _ _.. —._ _. _ STET T1TLG.— 4 I - 12" x 12" OPENING OR LARGER 13 3 - A!A Odd LAP 46d tJ� 4 + n VERIFY THE SIZE AND LOCATION OF OPENINGc wi'H MECr+AN+W1i,. MANUFACTURER AND MEC4MICAL- CON'RACTOR. ST2 Fn,, jjjT,, ,,,� STL. BM TO CMU CONN. 241 CHORD BAR PLACEMENT '�� TRUSS GIRDED' TO STL. COL. CONN. '14 BEAM CONN. iO WALL PIER 10 TYP. STL. DECK OPEN'G FRAVNIG 162 2W 1.DWG 0105.DWG 6301.DWG 6wti6.tlwL; 0905 . A. ' c. 54'1'E TO MAY 2 91995 I i I I I I I I I IAC L ED I I I I I III III III ► III I I unf I I � I 1 1 III I I III 111 I E III I � I III 1 �I-I �i 41 MADE C 1N 1 11 1 1 w - L- 4 1 SEf PLAN FOR ,u 1 §AIAL $TV(, o it o r 1 31r�! ' --^- b�--,.. ._._ G �� Nr' 1s rYF+ IJ,N.D 1 i ,�,,;4r r 4�a 1 t � 1 3+'r a I wk UNPUNCNI:D __. _. BASE • REINF. y' - a & . STUD • ,r' o C. Df& Lill; MrtAL TMC• 3f°ra 11'► t•Li1L �/ tBGiI METAL STUD BLOCI(INir I0....f 4 • 12" O.C. E.W. � is i�AMM, S1iAM�GiA ". mi1'A STUD • It 0-c • 4f O.C. TYP u.N.O. 'T. BENT BARB 1�:. f- 1 !/r' PENftf4ATK*i y STEEL KAM, • CONT. FTC. NMI NOW _... _. METAi STtsO • t O.C. p SEE PLAN FOR 511E ` _._.._.. < �� ERECTION PAD, SEE 1` _ 4 Jf 1!1 f air ►i • 1 r ac, \ T5 W,*,U, (p OR MC 6x 12 p ` PLAN (BEYOND) r ! � CONC. > 4 -- SETE PIAN ►0R 511E 2 3rjif STD PIPE CUL. p 4 CON!. FTG. BETWEEN 4, �- ,,- � il'� ��• ' f : �, . FU I1NG SEE AR'Ctl'L �9) CRIPPLE: CLX., SILE PLAN W/ 5x5x3/8 WELD t 0) ERECTION PADS @) L' 2 1/2-2 1/2x 1 4 _ -- '=� CONI 3rwb s PRECAST CONE. PANEL t;5)- / NPUNCr1�A T't:«:X h JiOr"ST �.T; PIAN � 4-#10 SCRkW5, IYY, U.N.O. BRACE WELD 00WENDS � ON 1' GROUT TPP. 2- I 1 6 1{I i 3/18x5 LONG WELD SEF: PLAN • ELM, r t r a Ira 1 COILING (2 1 COLUUN. SEE PAN _ � FOR SIZE Ik RONF. idST • 1 U �= � METAL DECK-SEE PLAN � .___ _ �4-�,_ � 1 � E �aL, � "SH _._..- ..... .... .. ... /4 CONT. T&8 8 : I j AND/OR 1T* FVOSN ANO✓CIA tf CIAO r O.C. f (5 JOIST-SEE PLAN FM P400�'�NG, SEE Ai1t:N'L 5 • t!�' O.C. ! •� l'J 4Z4 -� • 3;r i).C. �N; -C. � �__ ..�_� 5Gi'/ED. i'QR r'i`�wtJ, � 1] FOR kTTON, SEF. AJi(`H'L (d6) 1/4' CAP PLA1L `7� CONC. 1`001 N4. SEE PLAN PETAL DECK. SEE PIAN FUR SUE • CONI. R"mo Q7 12GAx 1 r WIDE CONT i I BTN. SUPP011T _ NREK►ryF► 1f1/IL� Sil'I • �iPAC'4 . FDAW SIZE • O EEC'r10N �� If COW. COL.LIMN PLA 1 a 1 0 W/ 4 t5 VERT. Q 16" TOP do BOT _ 1 UP TO 140-0 t 1/4v 3 '3/b 25Q� • 1�' A.0 f 3//r t �'1 t] • 1 r O.C. Sj '4 — UP TO 20'-E1' _ 1 3/8a 3 5144 20 A. • 1 r Circ — -r GDPR. METAL TR%Clc �1 CONC. cuRe w/ ._ . . -----T--- 3/ra 18GA. T. �- 1-/4 CONT. TW. u.N.o- �--- - �"'q' -.� UP TO 22'-Cr t- .�/Flr 4x 24W • 1r O.C. ,..,.,_........� W. W 7/32' METAL TRACK .-._. . _ _. _ ._ DM. RA • (2�? CANC. SLAB. SET: PLAN -_�__.__ti -.,��_T_ _. ~ UP TIO 30'-t>1' 1 3/8x ba 70GA� • 1 r O fi y.� 1 .7.G. (, 3/r EMBEDMENT) FOR SUB-BASE At REINF. - ._..__..___. - .. _..__._._ ____._.... 1J1 t 3j1�'a teC.A CONT. 152 1/2x2 1/2X1/4" _ f 8 i �� K w DRAG Tuck BETwEi�N JOIST SECTION C.T I O N 0 RAMI-' � I N T E R I G R PAi�TITI O N METAL TRACK / 5jr DK AB. • 24' O.0 t U�9 �,�wc, ^ ___--- _ 51 t6.AwC I �t '1, 1 16 GA CONT. CLOSURE PLATE " RAILIM LEGEND 1 �� AWL REINF. AS REGUIit('.D •10 SEE SUB ON GRAD(. U FLOOR SLAB JOINT � - COMPACTED F ILl I st_MIRr. ? T � '•' '� C4�'��. COLUMN RASE � . T ANCHOR BOLT •"•� --_ AS REQUIRED, SEE PLAN ,,4J 2-#4 ~ 02 2'-Cl S0. POUR TS5x5x -12x12x1 .—_ —4-3 4.Of �) Ir CONC. WALL• Y E.W. W/ , ,a `✓ ,I/ TS4x6x _ 12x14x1" AFTER COL ERECTION .._. - T58x8x 12030" 4-3/4PI : �_-- 3 ERASE R SEE PLAN} CMU WALL W� ,� ;„ ,�,� !S W/4-3 4�M A B. /5 • 24" O.C. W.) �' ON 1 1/2" DRYP'SCK _7 Li 2--#4 CONT. (T&B) � `-� q / ',\ (� 05 BAR TPP. _— --- 07- /3 4'-f1' LONG • '.'.'' 't 3]- 1�5J cow. SLAB & BA:iE 15 O.C. DOWELS �I +� 4 � SEE EDN. PLAN TPP. I; CONC. SLAB let NELSON STUD HOLT TO - �� OCCURS { ,� � g . _. CONN. WOOD STUDS 8 3 CONT. (Tko) i-""'a S p SEE ARCH'L PLAN '`moi•� 7 STEEL COL SEE EDN "" NP' 3 • 1!S O.C. 7- U.N.O. p. PLAN FOR SIZE Ac LOC. � H WAY - �� #3 NOSING aA.R 3 tia� Ti - - _ — - - PARAPET COL SUPPORT '�0 CONC. STAIR SON GRADE 2- ,e% C9 CMU BILK. WALL UNPUNICHIEDI \ METAL STUD 5 \ I O 5/d/ A.B. • '2 5-tl'' `� •' O0 .C. , _2) FILL CELLS SOUD 0 BOLT lol-- -----�\ --- - O METAL STUD O lir O.C. TPP. U.N.O. 5 3T� \ {4) 0 STI.. COL., SEE PLAN ---- :_ -I 1 I 14 4 FOR SIZE & LOC. 2. No .. ........_. ......_. ....... � , � � �=I�� I� L1I 1 �y i ii r i 54, 4 M" II�f COVER , I i 7 - I- A 8 ' 4 — — � FDN. PLAN_- eFOR SIZE & REINF. _ » _____(6'; <' 9 10 TS COLUMN FOOTING TYP. METAL STUD WALL CONN. 3 CL ST2 2-1 _ 5141.DWG I ' 1 U 712.DWG _j C W 10x 12 U.N.O. --_- \ + _ . \ 17 ��- U1 STEEL COL SEE PLAN Ut #4 CUNT. T&B � A 16 FOR CURB SEE ARCA'L , y 1 0 4' xG O.C. U.N.O. • BEAM SEEEDETAIL BOLTS �`--- y SIDEWALK WHERE SHOWN j 2�r---- _I - ON ARCH'L I i • 8 ' / I U MIN 4" COVER OF STRUCT. -- 4 1 STEEL O COL LOCATION C) CONT. FOOTING BEYOND i • _-.._..._._, 7 SEE�7'NORYPWACK ,�i1,_:� ; � �• \ Tett iil iii i !�'- J ' �► _ __ _ __ r �... _ ___. -.. ________ .__ __ __ -._ g -- 0 (� STUD BOLTS FOR -� m I ----- PARTITION TRIMMER • GA�OA" SEE DETAIL 3/- BM FLANGE WIDE x 1 d LNG x5/8" F" ' fi" 31� W/4- 5/8"d M.B.-� Iy �T.tP I �7I r4 - --- �• • I - 3EE PLAN {,i1 A '\,*_ SEE FOUNDATION PLAN - A FOR SIZE ! REINF. 0 55 ,E i; ---- - --- ------- ---- - EXTERIOR COLUMN FOOTING 8 SLAB TRANSIT008.ION ® RAMP ! I • GANpP __ _ ____.- 41 5308.0—rv'c .__. _ .. _—_.._.. __.__ 13 VIEW A-A 1 1 Z �1 METAL DECK, �� ,_. Ig CONC. SLAB, SEE PIJ�N �-------•-- T _ SEE PIANIL O- 4) C2) #4x�O 1r O.C. 1 0 3111' Fi1LL HT. --- ' - - � 2--#4 CONT. �}---__� STIFFENER --- ( Iv`Il1rl 11=1 I I �'J STEEL BEAM Ff CONC. BLK. WALL �_ SEE PLAN sic WJJA 1-DA . W/ 5 • 16" O.C. (V) do \ /40 2- 4 O 24" �D C. H � TRUSS GIRDER. SEE �'°-'I'-''` 214 SOLID PLAN FOR SIZE .108 40. _ pAl� — t�5 �4LF�L�R. TIES O 32" O.C. - �j TS STEEL MEMBER SEE --� 4 CONT. PLAN FOR SIZE do LOC. PLAT :31►TE - - I C� # 'LOT k.ALE - _ 1-�4 CONT.. U.N.U. BEND ALT. BARS — `Ce� ORAIAIN AY. (� FOR BUMBER, SILL do _ T Tr E DOCK LEVELED, SEE ARCH'L TTT O 2-j5 CONT. _ 4 ' C 1PUDS W/� 2-5/0 3 UDS O 24 O.C. ' OR SEF. ARCH'L SEE PLAN SEE PLAN I 473- l/ ST3 _ --- -' CANOPY SECTION -- SCALE _ CANOPY SECTION - - SCALE _ - l'-_ "' �' 1 ,2M_�,��. LOADING DOCK SECTION GIRDER TO STL. BM. C N. -.-_-_..__._j ._... ..__._. . _._ __.__..._._ _.._.__. .. _..- _._ _ 9 y�pg4.(�?,Ai 6 B11P'9�-f3t97. -.../.„__ __..../�........ •,..... .. ✓`"ti..,_.r""�. <5"Sr Y) MAY 2 91995 i I I I I I I I I I MIConf,lL ED t I i I I I I l I I III I I III III I I III III I I I 1 � 4 � 1C� 1111 17Mt1- <;IAlR MM lr M/ cHna+,; I IN : a. M.,.MMiY+.h. . "Mr. _.. a r,�w Mt Y s� ..MI/A.,"M* ,r+... .:...•„V .�r +M. M a.ne, ' ,.WR11MMx• .r.RMw.4 '.�.�1.�..x �'•„. Mr.ry1Y.11'�W. , , 41. &v 01111110 M 1 i r - COPi PAW, Aw ~.•.. --7+` f AOR P4 AN NG'''E!> • clt�+En9t�kl5 TM19 �,. �DAD►1�Fi I x 7 +�� ►^K MCYL'Il►a.tia:5 s,A.." AREA S �' fZty t _L c� t I I �, I � s �� • ~ � . ! f9 I RR�11! TO $- � + , � � G+wrw►+le�s. 1 ; all rs� I r 4w�) , 10 is Al REwM TG SHCET A4 R•_-rtrR TO 8N1'rT AR i ! 3 { j G;ML IrikS T�+iG aRZL?A PLAN t NOTES -- � r2 �� I tl I - �Y�ol P I 70 eoL;.AR>5. '"+' oR �, f-T � '•. 'i r-� I I } y �r N7 C� -N r, ..— k. i 4 r • �� /, �I ^ �. / $T �l� 3/4' PARTICLE j , .�7 i� \ ✓ i 51", REFER TO BLD& rl all I ' i O._.._. O,_ O 4✓ (4 i O 0 - -0 0--- _>01.6, O r O O O 0 - -- -• _ _ .I�O_.1►k�.. ..__._......_ I- �F►�1 .t.�:_ _b.R'-ST_" F1S�r+,`SP--� �!�� ' ',�:._ ____.. ._f� �'r!�a_ft'�►,L.. . _.. � _._..._.__.___ - ._ ,.__._.__ � __._..._�._..___._.__..__.__q_____...��E�.�.4�.Pu____.__..f___.._._.______ _�'.K2'' �1.�_____�Q�.t2._._._,.__.__,._. �' } Tc _TAIL 3/A4(G0-CA2DIN A-E Yv BLD ri 3HE1 r I ;, '--,:. ...,. _�.:_�r-=-z'�;rm�=-.......-1:,--�-.er:ar�e�a-.^^-.----*---_'=rr..ix_�-say-�-rr_rr::'=eez=-•_»:�_•�sz�`rae�_'.-._ �'- PARTITION LEGEND 918"iJRri+ALI !'AGN blC?E f71'O"ME'AL SAME �Ab T 4'+°IC 't"ExGEr'T r+EIHrR TO 9E 1%"• 24"a c 'to+BOOP De{ I 1 UJ C� T O' APF tdXTEND P}fAM AT GOBI K 1 w ^'PL .G, —.`YO CnGK Pp!ril lh �� _ ,— PAINT SCHEDULE _ sYr�" a++Yy'IALL EACM 51DE O►' a s.a"*'�e-A►. � ✓- � '/ _ 2 9"JO$• 24' a c, 'O t' AB4=JF G81L No f � I` PAd►'M MWA(RI 'rC _a MA.1N1 �wl.L . t .3. ( � � i . I' SAM► AS ; -1"!' ,G. L. ryrr Do.WALt AS ._ .^. ! I, 4Z" TAINT HALL W _ -��...- f �, \� TO nuc: Q </ ro Me^rAtr w� I r►.rE�w�Rt r0 !s►�CCT TI�►_a Q INC"GATT"t- - TO axTti, "o l cK j � 'YRC ,M. AR wanoty GRAIN+ INK FfaNlilNe OVER ] x 4 NONGOM(A PAINT WALL R T _ - SW WALL li 9 5�4"O` L 5^JD I STUDS TO 10'"O° AFP (:SCI'.: SPL165 5o#ET A'+) TO PECK ® ��- � iONNOTES At h- vi I'v"INB$TRIPS ft bArT INmIJ1.ATtvN ._PAINT, y ExISTIf1�AA"TO Ili A$ 15 r'Oa4 +"AGL°D VAPM pAWKICMC OVLSR PAINT WALL MI MAINS WN L MAO"Y WALL TO L+'U7ERSICr!OF DEc:K D� TO DECK T V (c�OMtD11/A*C W'HLd' 6*ICLL 9� r_x.:xr.:• �: = �r __«-•^-«ac_1 } iii' iSSxlE WE .,. -j*- .__ --.. _,.., --- ---- _ IV — nxif Osnr►I A JW • f•-(S Kai $ ' ME _._......_ .: r 1 01TIA-1 : FLOOR PLAN Opp?'�1OIJTM.i?.SSI _-_._...:........_....._.. _._..,._..».._.____......._..__y.._.-._..___ .. .__. _ .. _ __ __. ---�._..,_ __..__.__...___._____....____._____.....__..__._._..__..._ _._»_.._�.---.�....._—....._.____..._..._ ....._.._.._.,___.__._ .._.__. _.._.._..... .._-».... _ _ __ .�.....».,.._.__.....__ __..._ _ . .. _ _. _. ._. .- •-- - t-o� q 50 OF TO 4( MAN MAY t'� 1 119911 MIC,,nRL ED � I � l � , � ilil i hili i illlili ilil � i hili hili i I � IiI i � illl i I � Ili � l I Illi ) ill '' 1 � li 4 wACIf� CHNA �' IN 3 1 11 . oaf lt,Arg�N•�L i AA rr .,r1 oAk f -—- —- -- — - I - ----—1412 ,I I — ,.11 (T1'p Or It J — I I _T_ l I I I • I _ — -- —�k — -- — --— w ---_ i - MOU'MI STRIP L.I&gT TO RECEIVINE, AA..L • D'-O' AFr • REQ RC^GE P INT } I u < G. J I I ■ I ►- I o� � �, � � LOA WALLS ' z ni SHOWN DOTTED '- NOTE, FLUORE50ENT STRIP LI&4TS IN SALES AREA ` f TO BE CHAIN-HUNS • 14'-0 A f ('UNLESS NOTES OTHERW15E:1 I �� IQ iv MOUNT°STRIP LId*#TS TO UNDEp': DE OP GEIL!%5JOISTS • IO-O" Af'-w -f .I W I NIZ cJ' �PA. -Q =;fes.-O'------------ - SL 4 F -- --— - 1 GEN'`R OVER DHE. :K-OUT - 4 - C_ = C ' C -- -- - -�. I Ea - �'�- - �'_O —gyp 0� Q q IZ-O AFF _ D A .Ni$H A/INSUL. ABV13 -> l 4 D.W. FINISH WnNSUL. ABOVE --- SLABS TO DECK ul I I GLASS TO DECK I - 0 0 11101 To \ cd ti CLO AGGE55 DOOR PANEL ALUM 5OFFIT SYSTEM _ CONTINUOUS VENT SCREED R IN;' RECESSED DOHNL16HT5 - b-O 24-0 - -- -- I -0 - WALL ANGLE COLUMN RING - TYP OF 2 ---- ;!1-O_..-- -- -- -- C CeEI L I NG CODED NOTESF I XTURE LEGEND CEX-OSCV ROOF DECK, DUCTWORK. 5-RACTLRE. SPR NKLER LINES,ELECTRICAL GONDU,19, —� T � ETC PA NT ALL W PA;NTIN&CONTRACTOR TO RETURN AT _05 COMPLETION TO TOUGH — 46'PLUORCSCENT 5TRIF Lj64T(RPFER TO ELM 'SPECIFICATIONS)CHAIN UP ALS .JNPA,NT'ED&)KwAGE5 MOUNTED AS-I&"AS POSSIBLE(I4-O'HI&V \1 24' x 2A �t)NTER DOUePLAS LUXALON CEIL'NO GRID IN &LOSS RED DOLOR SUSPENDED 24 X 74•►LUORESCENT PIXT,)RE(REFER TO ELECT SPtCIPICATIONT,)MOUNTED • Cl WITH HAN&CR W RE AT IO'-0" AFF Z' x 7 L16HT FG IXTURES OGUR, SEF DETAIL IO/A2! ® IN CEILING 611111V OR DRYWALL CE�LZ ;IN6 W Z lL(ITt (5:) ■SUSPENDED -JM-Ri)55, REFER, TO DETAIL5 ON SWEET Ab ® 24'x 4b'FLUORESCENT FIXTURE MZFLR TO ELECT SPECIFICATIONS)W,A,%rW IN CEILING GRID 1C4._) PYRAMID S16N 0W OFFICE MAX LOW EIAs IMJIATRIAL FIXTURE(LITMONIA TXL 25OM-A2O WITH 25004 14ETAL HALIDE LAMP)MOIMTW TO & Z e\_/ DWeetAI L SOFFIT AT T'-O'• AFF, PAINT �j UNDERSIDE OF JVIST `J DR' ALL CEIL'N6 AT 10'-0' AFT.PAINT UZ' x A LAY-IN AGOVSTICAL TILE CEILINS AT D-O" AFF, (I2'-0 AFF AT STORA45E ROOM) C� ACCESS PANEL MM14TW AT AFF TO BOTTOM,SEE 5EGT!ON b/A9 T1 ',4 I44 N 94-345-21., /PLICIT DATE VV VI� F'LG' SCALE 1 8• • •-V _ . DRAWN BY KM SHEET TITLE Tj C•Ek MG PLA' "WE' 'VCS TIA-- 2 !tAA71AOVTH 7185 CEILING PLAN - TENANT IMPROVEMENTS b 91N'911 4tR1 - 87 OF 70 MAY 2 91995 MICRORL ED 1 t11 IIt I � i I III I III 41MAOR �� I � I CI-MA I SERVICE CENTER NOTES TYPICAL SUSPENDED ICK. e C^Ttn ,46,6-ER TO 9E pqO*,ojDEC> AVD IN57ALap By &rNeRAL GRID DETAILS U�0.44.'oat smx- px"j"Ni'6 '0 re ww'rmo To MC.Hincy FCJrI ZVtrA AW APPROVAL ►11111Flt 10 FADMIC.Arok QAXMTRY NOTU. SHow L,4kA^N&6 To BE 0 HER_'kLo+lAh ARCHITECTS, INC root *Pwq_,VA- Patolit TO V^aWC.ATtOIiiiI 2 GATT TO Be 36 % ft' LAMINATE' 'D WITH BOMBER SPR i PIVOT HINGE DR14-2-692 1 6M DETAIL 12/^9 CONTACT M-ARC SPECIALTIES, 000--"6-1310 TO TOP OF FIXTURE 3 "ARZIAIIIII TO OC _'LZAA ^)4V.ZEP ALLJIII AS NOTED ( NO SUBSTITUTIONS )' *PRO PAINT To MATCm r XT',Q_v N DOOR Cr. Df ASIXIi-OLY To Be L:pCoo eli etTH III UPPER UN15TR.JT ON THREADED RODS &IiPg 0354 "tAw-k QIV PDDR 055 NYLON MUTlchi Wip" Prot DOOR AT 46' Or, IN ONE DIRECTION 2 r 4 SOCIN-c-OII-0 5) SL01140 POOR PILUS 10 BE ERGO ^-53 BY Or- PAINT i.ZV&Clt FA5-_nC7 7jp ^A" C' 6OC" TO BE K AND Y ObA 41P ATb'rp, PAN, 0) DISPLAY C^WNET FRONT -RAPE ^S6CMII%_Y TO BE 01255 CONSISTING OF 1111.1*16 REPLLY.TOR iI REMOVABLE TIM RAIL AND 01225 Sipe AND BOTTOM '7 AI r O.-A-00 RETAINING Cmk%J%CLS CABINET MAOZR To FURNISH AND INSTALL ALL Kro-WLV Z) 67A)NOARDS A-10 MAC-s-ETS To Be CAPITOL @2516 ANL) 02.W2. dt Sova POOR HAKPv%^RE TO BE AS FOLLOH5, ^,I -Nae To BE 5Tk'-A_EY 5'1-145 )k 50 ( CVT TO SIZE ) CHRot-T PIANO HINOE. BLACK F-XTURE 5! v%wtZm" TOBErPwMa-A21. 4 - *o6w rixr-qw row-m BY OFP,fCWAX W ,,ATC CS I 2A?OOR ) TO 19E EPI 11111M C)) Lo" To Be NI 02-26D "',,040 RAPID HANirltlt 9T5 Trm 6L^_" mNL>O^mA*Z>v%AQZ TO BE AS FOLLOWS, 15_' MOP AT 46'0r, IN rAr-o C)Rrr-7,04 A: 0-465 -<iiO% dvDC ASW-ZLY To Be Cf'iCQ 01 IvTH 84BA14 UPPER OUIM AND IIII TRACK W, LOCK TO BE FE111L,- RATCHET LOCK WR-1000 CASTERS TO BE T*4%AN 2 111. 4 SSS L.5 CAPACITY. 4 504'VrL (6145 TId) PER CABINET. 2 X 2 FU40RCW_^T SHELF DETAIL o FIX'rj IRE A-- �AAD^A!" AVAILABLE f"ROM CAPITOL HARDIK^RE 1.1614T FIXTI.M IN F * 600-52,140" ) LTW_0( 1-315-161-20^0. CLARK BENSON ) SUSPENDED GRID SUPPORT DETAIL 5/4" Awo ISAEA 56PIPLY A6 LUgALON A3 NO WALE 0 HUNMR P0U&_QADINM. GILL GeLING SYSTEM INSTALL J,4'.-O' PTR LIGHT FIXTURE "X� CABINETS TO BE AS BY MICRILLAT "SPR,%cA3ROOK' LIGHT k KRZ HANOM CLIP fj KITH OAK CA&NES 0%,T�4 6 LINEA. FEE' 13A5E CAS NET AW 4 L!NFA.L FEET WALL CABINET CACA C47RNM 11,41111118. rfPlCoAL AT BASE -,A]5,%Cr TO IN 4 TOO VQ_ArCR5 0040 HALL 0ABIW-T TO INCLUDE AD-JUSTABLE SUSPENSION LOCATION trHIF_VFC5 CAll"IWET TOP TO Be LAMINATE 0 // \ v / I --- � ��--- � L Wol FRONT PRAME A_WW�Ifty WITH LId*MN*FIXTURE 7 X 2'SYSTZM _/'0'-,0-AF F' kSSE%ot%_Y FOR 1?4" &-AM PANELS. 24 54'X 24 5,'b �-O 12" C.M.L size A-5TAINLE55 51M 20 6A. 504 TYPE,04 FiNiSk. 5-A 1%-ES5 STEM- 20 c, S"OWCASE "RONT FRAME ASO REI'LrCTOR ASSEMBLY F OR ^00P ENO 5HOHI '404 �Pf 5- E'TCHEID C-EAR ANODIZED FIV504 SIZE 15 COSTOM MA-"r- SPECIFY OVERALL LENOTj REFLEC-TED CEILINIS PLAN TYR 5U5PENSION LAYOUT ALL 5ALES FLOOR AND oclom" Ce AsSEMlI%.Y v4HEN ORDERINS. NOTE. WHERE LI5HT FIXTURE OCCURS ALL FOUR CORNERS TO BE oftAll"llED A&L SA6115 FLOOR CoDt-VI'LETE ASSEMBLY CON5'ST%_h OF NO 2676 REFLEC'Oq WITH REMOVABLE rEt! RAIL MOST BE 5UPPORTED. 40, me I"WA1111"I A11,0 NO !225 SIDE AAV BOTTOM OLA55 RETAINING CHANNELS WITH 05 COUNTRSUNK SUSPENDED GRID LIGHTING MOUNMNS HOLM APPROXIMATELY 12' D . NOTE NO 2616 REFLECTOR IS FUlt"415HIED FOR T-6 AND T-b SLIMLINE OR FLUORESCENT SUSPENDED OPEN GRID SYSTEM . NO SCALE LAMPS COW%ZTE ^--H BALLAST AND REMOTE NO, 401 BALLAST BOX, SWITCH AND NO SCALE IT" AVAILABLE FROM HUNTER POUOLAS ACZES5011111li WCE55ARYFOR INSTALLATION, WITH nqE EXCEPTION OF LAMP UNLESS O-MIERHiSE SPECIFIED,200 MA HIGH lPOHCR SLIMLINE AIIO/Oilk H10H POWER FL.AOQZ-5<XW 15 FURN15#01EV WITH I Vrm 1H HIRZet^Y OUTLET LEFT END FRONT 111C.A. oC RE"L.ECTOR 15 SUPPLIED WITH 64' LEADS. &Q4XINDINO HIRE AND GREENFIELD SEE PAGE FS FOR OTHER HIRING PLANS GLASS SIZE: DEDUCT SAW FROM OVERALL KDTH AND 41/16' FROM OVERHE'6"f'r OF ASSEMBLY TO DETERMINE &LASS SIZEFEED PAINT CAP. OVERHEAD CONDUIT 51ONACoE ITYPICAL FIXTURES WITH HOLD AWAY FROM EDGE INSTALL SHIM IN END OF OU'r-RIdOeft TO ELIMINATE END 111/432- FIXTURE CONTRACTOR ELE:CTRONIC DEVICES F'Ol,'4ER POLE FEF-D CA SIONAISE FREE-PLAY-- TO SUPPLY LONO VOLTS, Ll OVER517t: WASHER AND u- HEX NU75 rOq METAL SHELVES _j ANCHORAdiC THRU EAkrIoLl,=TOR CHROME STAIN—ESS SrM 20 GA.. FULL HEIGHT 2' x 4" rl 56" LONG PLL61`01OLD WITH STAINLESS STr_v 2 AC4CSS NO. 1225 VERTICAL ab" FLUORESCENT FINISH. c-Ovm GLASS RETAINING BLOCKING. 5�'-."DLR ;-iiNIOE STRIPS H/ TUBE OUTLET 0 6" O.C. 504 TYPE,64 5A-!:5 CHANNEL. 5UARZ15 MAY OCCUR. SEF_ FLOOR PLAN. SALES FLOOR TO Be rok"ll"PRED SEE FLOOR PLAN CENTER PLUOMOILD IN FIXTURE 46,HEIGHT. 5ATEI II - NO. 2616 1 REFLELTOR AND 1�10HT AND — RAIL FOR MOUNTING PLUOMOLP STRIP DUPLEX OUTLET WTVdMN 04000 ENDS. ?V OUTLE75 A T 6" O.C. MAY OCCUR, SEE y EACH SIDE. RUN FLEXIBLE CONDUITI`RCM FLOOR PLAN '.�Lr==o ENTRANCE END FITTING AND DISPLAY LIGHT DETAILS-- _ ' 9 GATE DETAIL 8 CENTER FEED PLU&MOLD NO SCALE NO SCALE BACK IN END CAP USE BOTTOM A IA3,1 KO IN 2010AI FITTINO FOR + LL "INIMUIM EXPOSED FL CONDUIT. 55. COVERED H/PVC FINISH SIDE,TO BE REMOVED AFTER INSTALLATION LOCATION OF SEAM AT LEAST VISIBLE AREA. (REVIEW FIXTURE FLOOR PLAN PROVIDE NIREMOLD ENTRANCE roq VMRMi"TION ) ENP FITTING 0201AI FOR PLU61"fOLD SCAM TO HAVE I*OVERLAP,F^5TrN H/ 1/&" 55 FOR RIVETS 2' or- AT TOP JVFEED FROM CONDUIT DROP USE AND BOTTOM LOCATIONS.,6' MEAL STUDS 5/4* PLYWOOD AS FEED WHORE CONDUIT DROP DOES AT 24' O.G. REQUIRED FOR ACCESS NOT Or-e',UR - FEED FROM COLUMN MAP TO BE FITTED TIGHT Ai5AIN5T COLUMN (NO SAPS."41444 NICLUOft SCAII MATCH EXTERIOR AND FU71JRE WORK. I CIRCUIT WRAP TO BE FILLED NV OONCRET2,FINISH TOP. FRAMI HEIGHT 5 5/&" METAL STUDS BOTTOM Or NRAP TO Be CAULKED H/ 100%PURE CLEAR 51-CON SEALANT frO" ALIKE IF NEEVWJ D.G. AT 24' LOW FIXTURE SECTION LOW END CAP 'ELEVATION HIGH END CAP ELEVATION ALL EXOO'br_:J EDGES TO BE FILED SMOOTH 5/6" DRYWALL SCALE: 5/4' a P-0* SCALE s 5/4" m V-0' SCALE: 5/4" m V-0* NaM TO DECK, PAINT ALL ALL STAINLESS STEEL AVAILABLE FROM MARC SPECIAL-ES. L ( TYPICAL AT ALL PHONE INTERIOR WALLS, 5 SIDES). O.C. TO OBTAI\N. (,ABINETR"r OUCTE5 FROM THIE FOLLOWING APPROVED VENDORS: DRYWALL PROVIDE 36" X 3b" I. 5TANDAPD DISPLAY AND MFG. C.O. INC. (216)77-2447 PAINT Ipr METAL ACCIZ-55 PANEL ca ( HII.LW-15 EIROTHER-5 2. E31LLCO PRODUCTS INC . (61(b)-77-d-.21clb 'C� F I XED 1/4- COLUMN WRAP DETAILS Flo-] os CORP �lp__Ao 56 X 56 ) = c GLA" AT TOP AE30VE TRY DOORS, NO SCALE IA31 Z c AW.) SIDES PAINT U 6- ALUMINUM FRAMING 4z IL TO MATCH 5TORErRONT NOTE. Apr Vr5T RULE SIDE- AALLS 12' DEEP WHITE TO BE FULL HEIGHT &LASS. ^ALL AGAINST SERVICE LAMINATE 5-4ffLVCS CENTER TO BE 4;21 HIOH ON ADJ.�5'AB_M - LAM BRACKETS AT 4W 0 a\, ABOVE. PARTITION A/CYLA55 ON MLL MOUNTED STANDARDS \/E:5T!5L)Z reENTER, LAM @ OVER BLOC.KI40 I'-3" POWER POLE MAY 5/4' PART. BOARD CAPITOL' BTLnPED OCCUR, E:XTt:ND REcr_55EV AREA ALUM FRONT INTO CABINET, REFER ALLOW FOR FOR RE0,15TER. PLATFORM TO FLOOR PLAN ( 24" H. X 2-7" V )� 40 FRAME DRILL FRAE SEE PLAN,CONDUIT FEEDS 5'-0* AT L. POCK i %ly 'u I CORr� HOLES VV A55EMBLY N/ 2'-6- AT G. ROOM BLACK PLASTIC LISHT FIXTURE. -Y'PICAL TRIM.. T _r OF 4 (FIELD LAM TOP LAM (J� TOP AND r'2' AFP -0 VERIFY LOCATIONS) 1/4" TEMftRr:p 5/4" DOORS ( At LOCK5) so—o- or BUMPER RAIL: OLAft. /2" Ov BUILD UP FROM 5/6" STOCK -_E-? BOSTON BUMPER f LAM LAM 5/4" MATERIAL MAXIMUIl DOOR LOAD 40) SERIES so FACE AND TOP. __4 15L DING DOORS BUMPER IL. WIDTH TO Fle 24" (TYP.). COLOR. BLACK LAM VAI LOCKS. SEE NOTE? VINYL INSERT ON INSIDE 03U.LD UP FFOM L 41 ON.-f 0 NOTE, ALUM CHAN4L n 5/8, r7,olr,# DOOWS) BELOW OC ALLOH I-OR 0 RE-OISTER TO BE SHINS T'�'PE Ab" 0 0 AS RC-o.;RE-V A- R-50 VIWL ENO CAP LAM OVER 5/4' PART, MATEk:AL), LAM (g) LE 0 ,ABLE CONDUIT r-LWC- HII-IERM AI [Aoj-'5 A r BOARD EACH SIDE OF 5 5 u HITH HARDWARE AS C-50 VINYL CORNER 5 51b' METAL STUDS AT SPECIFIED. CAP WHERE 24" OC. I I ALLOW FOR ry F-1 I < a: APPLICABLE 1.AM (p) STORAGE INSIDE 014ONE: I-bCO-225-1633 <4c �% -1 HHITE FINISH AT INTERIOR LL, VINYL BASE (rylp) VINYL BASE. ri /( TYR. ) Z >cr (TYR) < 0 "k Ilk VESTIBULE SECTION COPY COUNTER DISPLAY COUNTER SERVICE COUNTER COUNTERTOP DETAIL A3 A5 SCALE, 5/4' V-0' _FMI 5CALEt 5/4" m V-0" _j SCAI F, 5/4" ■ V-0" SCALIle 9/4' ■ V-0" SCALE, 5/4' LA3 BID fSSLf DAkTE .0a NO PLOT DA'TE- 4,S4 PLO r SCALE DiiAWN By SHEET 'IrLE 7--A I z 06s- -IR SRF F_T 40 TLA--3 DAPTOWOUTH, 72,1% ewiwow'q MISCELLANEOUS INTERIOR DETAILS ol, 710 MAY 2 91995 MIC • LMED mwp (MAN 41 MACKIN ICHINA 1lI 1 d 1 1 FLOOR PLAN CODED NOTES JLhRV ICE GUT 09" ��GQI/TiR ?-1 ratIo"M 42 r •ora `GO-ORDiNATE ITEM5 WITH MILD,hO 5HEL:- ✓RA^ lvf5 ---�..�.-- --..I.`.. GO►4GKE TE 54M^A.K (,O-O' ADL' MtV 04 TN"^)V,CAP G,A*b lel* ' roGA•e i I _-(4) - b �. W1 TH;N 10-0' OF EXIT POURS) CA"0Jr TO HAA UE TF.:'AA C itA&I.,li: I, PER MTAIL 'S/A4 ' V E�ERW►CY / M 10-0' HIQM 5T0'iGf RG IT b'.AI.NO IN G,.EAR Ala Zr.0 rRA,M iN5 GONTi4X%05 CART STOP SIE DETAIL 4/A4 VE5TIBUL.E VE:JIBULE 1 * (4) &J-A55 5:,C L Tr WITH HORIZON-AI. MAL ION AT 2-?' Ar'f AbD 1-d' Ar- VESTIBULE « (5) 55 BOLLARDS AT 5 •O' OG SEE DETAIL THIS SHEET CENTER G4,1 "0'.11 L ` ,8) !iQtVIG *4 GOM•T!R 4,, awVICE Q! ► root �'eR - �) CENTER CONTINUOUS 42' HI0H LAMIfNATE WALL BELOW fiLA55, `.CE SEG',G'. t/A3 C14 4 j (di) CHROME F N-5-4 RAIL. AND CART STOP, AVALABLE BROW ,1-ARL 91r-G A".-E5. ,✓ (POO) '-6-'1370 4 _ (1p) M'rrAL,.. 'G DECK e*-CRL' ,NOICATE•D ( s � GABLE r4 4 SERV Gt `4- --- +� •- IZ BUMPER, SEE 5ER/GE CENTER GAB,NETR'+ NOTES ON SHEET /V,(T'n^GAL) a _ .___.GABLE +I � _._GABLE +2 l (3) BJ'MF'ER END GAP,(TYPICAL) TELEPHONE 14 riATE, SEE 5ERVICE CENTER GAa NrTRY NOTES THIS -,4EET TIE WR.NP TO I -f PANEL QI ,�p15T5 BCTr,CEN I I - IH} I" x 4' HORIZONTAL_ F'JRR1ti<i AT 24" O G �i"A POWER Po-1:5 tJ R.EISISTER CIAUNTERS B" OFF,GE MAX = L_ .-- _ _ I l -1 11 2' x 2' x 44" M'f»4 STA NLE55 5TEt:� SOgNER 6.ARD•5 BOTTOM OP STANLE55 5TG!?L 'O BE AT A' AFF %� LIED 15Y M-ARL `PEC, A_'ES CONTACT .JERRY COSTA, (1500) T'b-T910. Q GABLE +2 C,A(3LF. +6 -f'IOUNTED 'b I AT 3'-b" AFF (D) 30" DEEP i_,>.M,4ATED GOJN'ER'GP ,�0.4'ED A' _-1' AFP MUTN OUTLETS MGL'sKD �J AT 5-6' TO BCTTOM SEE DETAIL /A`5 RCGE VINO �`I) LAMINATED SHEL'✓E5, 5CE DE'AIL i,A3 „3°►� {�► r v J I I rr J DC�K �V Ib I I I- VINYL TILE •I AND VINYL TILE •= IN G 4EG,CLRBOARD PAT'ERIN A- 45 DECRE ANGLE -If T4 RL)N BRAIN IN ONE DREG,ION. TYPICA.. OF 5ALE5 AREA EXPOSED GOLUM4 PANT SY WITH 415" 510 [55 STEEL BASE, SEE DETAIL IO/A9, (TYPICAL FOR ALL 5A�L5 ARCA �.QLUM45,'JPq E�jS NO-E.V G'�ERn`&--Fj 10'-0' .._..4, r GADLu +I - I I CONDUIT TO BOLLARD POST, 40- H16H x S` DIAMETER 5'A NLE59 STEsxt,04 PIN15H '>TJJE ,n T�+FLOpR 4 GABLE 03 �� ION BOX R 10'-6" 2) MOJNT BASE PLATE. A46HOR5 AND POLYr-- "'_ENE SAFETY YELLOE Top GAP NCLr, M. D A FROM JUNCTION / (GONG FILL AFTER N5TALL) AVAILABLE FROti ' -AQG SPECIALTIES, '<. '800o T'b-�O o Ib� 10 • 3-O" AFF _ _ r_ C=� METAL. TRANSITION STRIA. -- t b'-0" BASE :.ApIN'ET WITH S NK AND HALL GAEi NET ABO'/f' SEE 1.0'T_5 ON S--EE' A3 / LDUNOE ROD AND 5HE-LF, VINYL CO. ,TED METAL. IN D j GABLE +5 2 EMP-0YEE LOCK[:R.S, 5EE- SPECIFICATIONS ON SHEET AS. �p 4 17-0- =-0 5 -5'.-0 MANAGER AT D" FF I A I /�� -LI.TOR'S 51NK 1-4,1H rRP PANEL5 TO 46' AFF AT THREE SIDES TAO 12' 022P SIELVES MANAGER I ABOVE AND MOP H)LDEFc. ® / CABLE • \_� BARRIER-FREE B�-LEVEL MER COOLER MODEL 144T-ESM BY HALSEY TAYLOR. 12'-0" LONO x 3-O' DEEP LAMINATED GO.;NTER MOUNTED AT 5'-0' AFP WITH OUTLETS /� ID I \ M® MOUNTED AT 3-6' AFF TO BOTTOM _EE DE-Ai- /AS. I \ � MOUNTED „ WAREHOJSE 5TCRAGE ROOM, 5EE Sptc_•r,CA-,CN5 ON 5«EET AS Q CASH GASH AT ID" AFF GASF{ Imo' r O i 14� �� a •.!I 24" DEEP x 3/4" 5r4ELVE5, 51MIL,AR TO NAREMOJSE STGRASE ROi"'S SEE SPE(,IFIGATipNS ON SHEET A5. — .�2) DOCK PADS AND BJ'MPER, SEE M LD N6 SHELL '7RArs NOS �f-= .21 m S36' x D DOCK LEVELER, SEE BJILD.NFs SHELL DRAM 405. ,r * TRJGK LE'/EL RECEIVING AREA, (415' BELOW FINISH FLOOD,MAXIMUM SLOPE TO BE bR. h b. �� / ' STVRA6E� C5) 3/4" THICK 48" H10H FIRE RATED PLYWppD MOUNTED -p DRYWALL. OFF GE MAX 515NA5E,NO THERM05TAT5 OR r RE PANELS. rTG. {r CARPET - 'OFFICE MAX BLUE' - TO BE PJRrHA5ED FR011' B 4 V D15TRIBJ7ING (2'6) 524-0'50 - GC. TOPROTECT CARPET WITH b MM VISQUEEN PLAST.0 OrJR!N6 CONSTR -TrON AND PRIOR TO CFFIGE MAX FIXTJRINS. ' 0 l VINYL TRANSITION STRIP AT ALL ED5E9(TYPICAL) - .JOHN5ONITE GTA-XX-A, COLOR - WIND`S BLUE (BOO) 640 PARTIAL FLOOR PLAN ,` 7 REGISTER CABLE DIAGRAM -6-_ UNISYS CABLE DIAGRAM s SCALE. 1/8' I'-0" 'M SCALE: 1/8 I'-O" A4 50ALE: 1/8" - 11-0" A4 *SEE CODED NOTE5 ON TH15 5HEET *REFER TO ELECT. DW65. *REFER TO ELECT. DW65. m G • r-:7 +� r 7-6' < a ,.p 0 Cl LARCrE t� }} G;,PIER •� 4 �� l I ON THESE G A5 }. INSTAL. C.A5'L45 Cd 04L''.AN7 DG OT r x TO OTMCla CAB NE-sN GAP W/ ANCHOR �•c o-. e� m WhVIUIT 1Ts 0 AL-O^ • ] b" POL SHED STAINLESS rOR r_A 'o AMOV FOR GAB 4ET Mow= 5 ►- - STEEL PIPE BOLLARD. >> Q AVAILABLE FROM M-ARC SPECIALTIES. ►- DETEGTABLC KARNINO(SHOWN E!Y DO'S)SHALL EXTEND T�C UL-L -gOQ-7-fb-?310 rH AND DEPTH Or THE CURB"-IPFDCTEGVAEf E P4ARNIN("5HAL.L '- G.G. TO FILL W/ CONCRETE. LLJ x A) CONSIST OF R5ED TRUNCATED DOMES WITH A x DIAMETER OF NOMINAL 4 IN.,A HEIGHT Or- NOMINAL - EPDXY GOA'" PROTECTION - n D'(12"AT EW) ] IN.,AND A GEM E R TO GE NT1rR SPACING - ------- -- Or NOMINAL ]SS IN AND SHALL CONTRAST FROM THIS POINT DOWN. VISUALLY WITH ADJOIN,G 5URrAC^5,CITM:R W 0 GONGRETE FILL, STORENT FROWALL L10HT-ON-DARK OR DARK-ON-L CONIC-. ,iALK. V ` erre F SS D1eX"FOR , -- -- 4 3 I z TILE 2 -1 RAMP - WELDED STAINLESS STEEL COLLAR. IN I I]SLOPE Q I -- BLACK PIPE 2'-b" -0 b'-O' Q Z ? N„J PLARPVV 51DE ,b'MIN - ---, U .I( 1 fV SERVICE -_ 10 SLOPE -------EiRAVEL BACKFILL h � a / I CONCRETE SLAV rLOOR / If'X< 46',THCN THE SLOPE OF (ti 1 / THE rLAR[D SIDES SHALL NOT EXCEED 1 12 f� L,/Ib' x I 1/2' x l v]" STEEL ANGLE y AW-40RM TO CONGRET r SLAB INSTALL 3 W/1/4 X 2 9/4'WEDGE ANr-"ORS (A 4'-O'O G PAINT ENAMF'- BLACK CART BUMPER DETAIL 4 HANDICAP CURB DETAIL 3 STOREFRONTBOLLARD DETAIL COPY CENTER PLAN 1-1 " ,� „ ----fi BIO ISSM DATE NO SOALE NO SCALE SGALEI 11� ■ I-O �A4 SCALE: 1/8 z I -0 A4 s 2A *5F-E CODED NOTES ON TH15 5HEET .109 NO PLOT OATS _ 4 a-1 DLOT SCALE DRAWN BY tv SHEET T1T'LE. SHEET NO ' i TIA-4 :xnRTVOUTH nss PARTIAL FLOOR PLANS - TENANT IMPROVEMENTS -I 84,a9,.934,;4 _�� MAY a 91995 MiCunfiLMED I � II � I I I � I I III I � I I � I I I i � r I I I III I I III I I I � I III I I III ' lll II I l 1 I i4 I I I I � I 1 1C� 1 11 PUMl�- UlJ1K MADi IN CFMMVA 114 ' f-..�,. r�•{µa E ?i�eua,r, r, ,err '• . •. ;nNi4d1Y•w'fik•".VMr«F:ry«_.-l'r,:wvP.wrl:,n.w.rY,�Myv:.TWiMe.:Vr.-.,-u,._...,Y..y,,;Fu'W.'M'•'v„rWWWY.rN.Vlr,1«'U«NJnn r. .. • -.M«N.'1.,.4MrAr YAM«.sN..NMY+,,e,M'4Y7.'+W+,'.awM'rTM"•r-M•wY•1r.n-..-«w,s«,rr>._n.>....w+ MM.w.,p,.11y::wn r'w> ,.r.,4wMM.w.rdw..,aWw W 1M+w•.1.+..r..w •: •rP'+ ++•r+»F•.r-....»,.....r...,o.+,. rr.w.«.,_.•.».ewe+-w......«...r_.....w.,._..wayw......r..•w,s,....».....,..a,.....n++.w.w._-..,...r.+,:..•......+,...,.+.•Y,+r+._*r+y.»r,..•.....++•+.r..,,»+•wwe.rwM+».»w ++ .w...w,-., ,.•nw..,....,,. „ww wr.....•w . ..•• ».w._.rw.« :y.. _ :, .. ..< '.: _. -: '_.. 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A69 SET gl►wLLf~ E+L,tDE W!TH rRAN$CUM SPCGI►'iGATIp>V, I,'r G!F!GATIDN GHS«+ ROOM/ K R , STANLEY DURA-QW0E' 9000 5T4NDARD 5I:!E 5TANDAR:o SM 0I �rLtAOC ROO+-"5 5'G'+RL ROOM :.:OG*. 5TL[ ._ C BI-PART WITH TRANWM IPEGIFIC ATJON, 13 15KAI��,I'!CATION O - 55-2 I TVC j5C OF 'r*(CbE MIENTS � wt_C5"R:G'LD TO T►+f» C.�R,�$INAI SITE F'OR ! A:.L 5TA;N,_E55 5TZE1,. TO t)E 20 GAUGE: 304 TYPE" R4 POLISHED. PAIR 3'-0" >, b-O'' P(:M-e OTANDARD WITH IRLiNF110RCW MF¢ ®Y °�(JPER SEAL rm'•G+" ''►+E"' eZ E' P'A,IPAR:1), REu'.:� OR R,ErI�IRCJP CT!ON CW T)4C MOrv"tNT5 2 ,,L STAINi.CSS 15TEEL A/Ar4.ABLE FROM M• AIR', !DPEG+A-TIE5 ACT!PrO IMPACT DOORS. SEE DOOR. P40LLOoN METAL SER:E� i�GCy4-wEG^-,w I � fs r -• r ,Ke*,06e OR ', PART) POR AAM'" CT►ER f"OWO4a 5 wgoHEB rw TITLE To ' ' 1 .,►TANLE'V DGGR: 0 -A /� :'Ao,-RA`' rv4M ��JI* It PRIMA FrA I! ff✓IDES.C. OP '',+E ACC'EIWTANGE OP" �AOO-Tb-13-tp. ►�lOT1E BELO►ti. � !G rA+�'`'E 1 DET I!A"�r 2;A9 I MOt ON �ETC,'.TGRS CA,.� FIRE I«XTtNoUlasHeR.cE .� �_ g'-�« h �'-U" INS HOLLOW MET PEEPHOLE AT f CLIARLP SAF��'^� •-��- a , w A A. SCNr-RA.. ..c.h'C► ON5 Gi/RR8 4 r EDI Tt � / r"K �' rE OI, "yHA.I. APPLY TQ a e, HOLLOW NL"TAI. DOOM. ' AKJ. I L_ k►^POOR EX'ST+NEI SrGi'�'' vG GCN'MR 1 F T t T I A i?c4 Q, I Tri �RJ'-T.'.T A - �' Of' r� GIy1kDIT+� a 5 AVAiLA5-C A* THE I. TYPE AHG r RE` _x NF.rU!9HER.. :J ®E �.0/IDGC AND N� A..LE'D .. �_._._ __ ...__.__. _ .,__..__..__._ _.__.- ..__..___ ___._ ._._�. ....... _. _.._... _n...., _.. ..� __.. ._s�,..._. �...__.. _._.._._.. _ . _.-. . Cap'+GCS Off' 6 MC 'I*A^i1 AR.',�"►TEG TS NG REOLARE:D E3Y LQGAL Fin- A;,THOR,TIE:� I;1 3'-O" x 'T'-O" +aC)LLOW ( 3, 4, b, T, O, II, 14 HOLLOW MLT ' 0at3I•OLO ATGAWRM 000� CONTACT DENN'5 ^0:; n':� ¢aGPi, ��?••: J METAL POOR. e,s►+s AT Keerwaom POORE ! 1 - BALER a rw W AT I FOR NATiONA� il - „s1°'vf�.•a,,. .rc'3N"!J\. OR r,t? aE: Du'R 1 N6 ENTIRE IRI: ._., a ''�' `��'rxT,�r,� vow r o+AV'Ir' ..KGUf3 PK�Otv.« C?h I�.E:►•MI 9 . GOOIR � cJP �R13U' If' STORE' p�ONE 15 USC:7) t3" OCNE L 5AL!'�R T© E3lr MA!vLf`AGTURED ®�' Ef'GO 800-b36-?153 HGDGL �.- ©�'-►�. _ - - - :.4AMAC'OR Cyt «I,5 56WvON'RAGTORO. A PRL✓ETtAwINW 'WM N1LL W. f:�Pr E•.1! E ! 'g H ANC/ I S` N91JL rCD !� 9Tl�L 'WAY TON" DEDuC 2C f�Ci'`' ;c7NTRA[T AMOUN' dENE'R-k- CONTRACTOR 1S TO VEW"' .O (BALE:R 514 i5 3'-3"D x 6 «4"W x T � O-O' X 4'-O" ! A 1 `!2 3t0 AND aEP:.D :,OhDrr;CNS W+Tr, T►wE rRAwItiGS, IN y�,GH!, 4.500 LBg) _ .__ OVERHEAD DSR-_-.._._.-._ ., __.. _. OMANAp'r.EP/W rsp _. OMAN WA►N, (�IbW►4-'r4Ki FR.rnr "AR'-V•+J..AII, C.CiL'�� HC'6!+' O'✓CRALL r1A►_L DtME:NS,.'�M5 GOND`TIQN - 4-0" X 4'-O" FIXED '/1E:W H LC.: h06 ( � OLL.OW MCT/hL Cl LC.:.Eh06 GAPA ,'TY OF 1:LtC TRIC:A4. 5y'5Tl_M FOR NEr% TK. LAY- WAF�E:r*O 3E 5'ORA6E ROOMS fJ W!N T 3 I 6H %* ... _. _ _ MOUNTL A E,' Ater. I Tr .` ETC. WNERAL UN+'RAGICR Ie TO REPORT 1MMCJIA't!LY TO T4E ___ _ _._..__._. .__ r _ .� ._ .. ._..._ __ _ .-..w... r._... ..__ ., �_.._ �.,_____�__.. /A x 4* ,4, Hl�i.• �F - cow -D AR'r:iTEGT 1►NY /AR'++vNCCS DR FI LOC<AB_E "ZoTORA61! ROOMS TO BE CHAIN "INN, 0 VER . * wv - `�- - � GrW_01.AVE EL.G GONpITIONS TNA' MAY CA1;ft GOMBUST'5L_ 5T'JDS AT 16" O.G WITH CHAIN LINK TOP O'/C' _ > 6 1 AT TOR o� -�+"!� GJNSTP 4TVN 0*4. 9Ld:-5 PR,OR 110 GLDMI�eW INO ACRt. 'NON C,0N-B ST'UD5 AT 16" O C. (ID'-O" AFR) DOOR TO BE 5'-✓' x 6'-8" SOLID "T ,`'� COR eSOO OCA AME H 1 1/'2 PA1q TT HINCCe AND �. 4, NTRAGrOK 13 TO QUARAk ALL WORK I N:.:wJD+he> WORK BY "15 5TOR OG H (4) _ 24" DEEP 3/4" PARTICLE 5'- " X b'-b" SOLIP GORE �, al STANDARD C DOOR N WOOD FSR WIT O SOI •- -ERG'OM L r,SE'T EACH !ROOM TO HAVE -...__..• .. t r 'R A TOPS FOR A PgRJOD OF ONE (I) AR `"ENG+i,JO WITH T'HE E50 STA WOOD DOOR. tv1-4C L SRAo114 - _ YE GOM ARD SHELVES GN HEAVY DUTY AD.;USTABLI BRAGKr-E-5 NDAR05 TO BE NdC'�IOD -, AiA� 'JA*'E r- "'G A„_ G01'Aft°TION !'PUNCH L15T. OP THE _- _ _- .._«.. _ _ _._ _ ._-.. . _— , -" .. ►tiORk •-CA�^r DUTY ll" aLOTF� AT � o.G,) AT 4E�' oG o'✓CR HORIZONTAL I x 4 RuRR!NG srtO,�C� AT 2'-O" Cir, `/ERTIGA:n. (STOWA6E RO_I AT FRONT OFr4CE5 TO HAVE �) - 24" K� A"rR Ary 5PCGI1`ZC A'FE TC Els: 1N5TAL:..ED A ACCORD WITH �r IM c �^ AL.:r _(:P 'S;4'' PARTICLE E3'JARU SHEL'✓Ear A' TOP 5r�b o-�;! ! 4: ",•� - Kerr: a_-. asr.aw�xsmz..a-srmx,s= tar es . .s--ssr:r.�cn».txrru�aa sL r��ra .-max. �e _••.••.:xs��rs;' r4s�:cscr_ Sol" A$ 0RT,) ' MAN."`A:,".R::QS <tv3TF0.Jc'.TiCNS A>vD `�PEG;F`;GAT!ONS 6E;NER.AL ---•+•:cA,�. eA,�r ac=e COhT+!EA; "OR TG Y -HE RJG PRC..;.':GT Ih AG.'.aR^ r 'H THE DOGJMCNTS. EMPLOY= LOCKERS NOTE, IMPACT DOORS A/AILAE3LC FROM M-ARG 5PCGIALT!1:5. '-PGO-?-'F.�-"7*)'O � A- ` "Rc.*" '� IhTLNT Or ''HE: DOCUMENTS eii-mouT ARCHITECT -�PR-RO�A_ aQ'� AT T-1: GO%,T+R.AGTOR 5 OV4N R13� __...__ JAWHE_ ,ND DETAIL AT DOOR #2 REM)BLIG VISUAL LOCKERS. 'f LOCKERS PER STORE C CvRc"7UF' GF' 4. HARUWA\KE: GALL FIN15HE3 U5 260) KEYIN6 5G'HEDULI: NO 5GA1.E - _..__._ __.._ _.___.__.._..._. _ __....__ } AND I OROUP OF 3? SIZE TO BE 12 X 15 x 12' --- b H10H BOX LOGKCR.5) 05UAL VOOKR5. GG:_CR TO 5C 5'¢CryE' FLAT ttEY LOG�,5. NUMBER PLATE5 Mi-042 I, WEATNEfiSTRrP,/THI2l;JHOLD. KLl' M - MANAF:',R'�j OFP iGE / ENTiRY i MUST BE FULLY A65E^'18LEC) ANC' SEC,0RCV TO WALL AS REQUIRED, BY E�G 2• DROP ARM HOLDER Kf!YS M 4 A - GASH OFFICE ..... ♦. e- 9. I ;;? PAIR PUTT HINGrE4j (3T ,NLC:Y FE)B LINE). KLY5 M 4 5 - FRONT �,TORAOE° ROO'✓ b" METAL 5T`JD -- - :.00KCRS TC HAVE BA5C! AND.�.,�5LOPL'D TOP. 6,C. TO PJRGHA.5C LOCI.XR5 FROM, ALPHA-OMF-CSA 5r•IELVIN6. 1-600-22 2-bb4b, .1iM OR BRAD, 4. GLC4CR (LrN r5-UPER G,,MOOTHE'). KEY M - WAREHOJSE: STOR, RIOOM5 TO DECK OFMIG�MA,x St1PQ TEV MATT Rf,A6S 5. PANIC HARDWARE (VON DUPR,IN SERIES 94) _ .� _ -_..__ _,.. I M � MASTgR KEY- - 6 LO<..K5ET5 (5GHLA&I' D 60 RV RHO 626 REFE!v TO 6.0GK 5c_HCDULE:). E LAVATORIEa WALL l3UtyP>tht (!'/1^0. 40"'-I 'a). A - KEY----- %2 KEY$) OFF= MAX v%LL WOFI�.Y AND INSTALL THE rOLLCWiNO -�—.. � BLOCKINGS A't JAM® b G�JRITY ALARM (HONEYWE�,L LCh:A.L DOOR ANNJNC1A*ION 5E=GURi'�' I 5 s 5UB KEY----- (5 KEY5) AND HEAP f 'NTE!►R!OR AND E:XTEk 5'6K`.A&E ! MALE AND FEMALE TOILET ROO""5 TO Br PROVIDED IN ACCORDANCE CR ALARM, SEE 3E:GUI�iTY aY3TEEK`" NOTti � C1 SPLAY F•'IXTURES AN7 CA541" R%5i`aTE:R COUNTERS WI HALL GOCES HA`✓INC JURISD!GTIQN, INGLuDINCS .ADA. ALL q r r- c STOREROOM LOGKSa 3 A._L LI5+,T h& AND P.UG"OLD IN q-!5P .AY P!XTURE-9. AGGES5ORIL''S 'TOILET PAPER HOLDCR, 5URFAGG MOUNTED Ib° x 30" 10 e" x 6" 516145, ( ) TO`-1,,L A5 FOLLOWS, 'TOILET ROOMS" `vNOME:N" AN1 "MEN" WI"+4 MIRROR WITH A" SHELF PAPER TOWEL DiSPCNSER (6" G-FOLD) AND RAISED LETTERS, ORAiLLE SYM50L OR A-"'CLr551ESIL;TY AND PICTOGRAMS. MOUNT JAMB DETAIL AT DOOR #2 1_16HT O'/ER MIRR„`�R. PRO`. IDC GRAB BARS ANC HANDICAP Tw,VrURES AT 60" AFF TO CEENTL:R-LINE F&ER AD A. RC:SWIREMCNT5. how OW DRY A.I� METAL -0= TO MEET ALL ADA `R7 -TNTS. 1. STAINLESS ST�IEL KIGK.PLA•"C5 AT LOUNOE: A� C RESTROOMS, NGt SCALE: 12. PACiLOGK: HA5P (5CHLAGE" PL - 40071). tC ; E. WALLS TO 5E *RAME1^ OUT W!Tt4 20 6A:.+OC 5-5/8" METAL SnZs, AT _ _ Y _ �,- -- 1 I' CYLINDER LOGK5 TO Be- 5GIr+LAGE 20 06i 626 MORTICE GYL!NPER. 3 1110 0101W OG. A5 SHOWN ON CWEAA!NF5 /M � � �`�, ~�� 14, 24" x IC" LOUVER (RESTROOM DOORS ONLY) 2. AL_ WOOL �..EC AOR 3LCG!�KNtS OR FJRRiNCS TO ESr. I`'IRE RETA '1ANT ----- .�� T'"ImE �'r-GpM�yTiE BL41.10. \ I —•- - -x:.r --'.=c _ r� -__ -_s-_Y_;c��=r-�- x----_-.r -ter ..• ______ a-s��: -- s-.-.:—rzxz:z��11 _7 ALL. DRY^ALL 'g 6 BE 1 GOR. THR AN GOAT 5P T•~HS, AND�5ANDED % _.._ .._ .. - - P ' THRESHOLD �-- -- -� �-'° � - ! ��I-IoLo I�(JOM FINISH SCHEDULE PR+OR TO PAINTiN NERg - v 5E5 J V!`� c AL SE A:C-, BEDDED ANL' SAN-,,EV FOR, F ,N!5H ✓156LE .10?NTS WILL _.-� _.._ (( , ! ROOM �.�.r._..r"....,r__.�.s__....... .«:,...«......�..,d.,.�..: NOT BE AC�.EPT.A$LE ___,___.-._ ___,J«...J,ry.__,__ �.___ _ 1 WALL5 I LOOR5 BA5E CE,..1NO T �C-_ _ ✓ESrIBULt�n.,� ,r :.«.. :. FRAr�I.�, ._U1"r a �T ,,,., A Ar_" Ex.IC-r;%"y PART+ .ICN$ TO E5E PATCHW AS REOUlKeO. FIRL.'.7 /J -T�� OLAS5 IN 1 NUN' VINYL BASE: AT DRYW AL(.. `` \\ /2\ 1,_- N6. VINYL . I__L 3 LAMINATE PARTITION PAJ,NT W, 1 A_L E�iF'05ED GORtiER5 AN^✓ JRYWA:_L PARTITIONS '1N "CORRIDOR" + / 1 �' ' �� / SEE SEGT!ON b/A'3 �✓ II = AREAS OF WAREHQJSE TO BE :°RCTEEGTE:D WI?'H :Ij4" FIRE RATED ' � �� '4 - `�, r "-Y,N000 'J Ali` 'Af F. ( DRYWALL 'MASONRY, DOCK VINYL- TILE 1 d 2, VINYL ISASE EXP'O'SED a PROTECTC-0, r 5ALE5 AREA AND TRIM PAINT. (SERE A-I) c 0 maw b. A;.L Ex!�'OSED DRYWALL CORNERS '� SAi._�✓ AREA TO DE: PRCTEG,ED l 1 _ K .SEC NOTE: I i PAINT AhL �W 1 'MEN I - -N PAINT DOORS..( WITH 44 5''AIv..E55 STEEL C:ORNEER 6vARD5 '''IOUNT'Er7 4" AER. I ``' ~-.' CC Ai(AILAD3-E `'RG,^ NI-ARC, 5PEGKALTIE9, r-OOO-'1�6-'1:9-YG L I - C ;•�_ �__ -� MANA&:R STORAGE ORYA ALL, S AND V!NYL TILE 2 VINYL. BASE �f2 X 4 AGOI,.�TIGAL I ' ROOM ,, GA4H ROOM TRIM FAINT (W I �+r+`, 5EE C.E!L!Nta " � �fJ ! CORRIDOR `- PLAN .'.Eti-;HEIS ) ,. NEW 24" x 4Z AGChJST!GAL TILE F.E`!L!N05 T4 BE ARM?,YR/a'NEi M,NA n _ F'•D.-� \ / .__.._ ^ -.-•_F.D. TILE! 2 - ViN•(L BASE -._...__._._ _� _. I __ - RESTROOM / DRYWALL, P R5 ANG VINYL Tr AGOU5T!GA:.. TILE, 1 ' BOARD CLAS-5 .'G LAY-IN TILE IN MA'rGHINd F,RID (i"N+ITE, OR `(I _ _. r L ! ._.____.___T_�__�_ _._ _�__ .-_-_.,� OLNvE TR �} FAINT W� i I �,•_., � � DRYWALL PAINT E�ALON a.KSPt:PpE:D GRID aYSTEM Wi, � GCCRAMKG TILE !N CERAMIC TILE IN _ c ^ , TH RAPID HAN&EIR SYSTEM ij / - I _> %'� RfE57ROOMS RESTROGMS i , /A AB' g. FROM HUNTER nOU6LA5 800' 566-4 ! 1 _ 32 .�R D 3.2E T O aE 2,4 =`8' X 24 5/b« IN &LOSS RED C-OLOR. LIEJHT FIXrJRE? -_-_-_ ___--_ -_._..._.�._._ :f `RA*"'; ,'S" *!ANU'f`AGt11RE:W TO SG PRO /'DE:t� AT �Ar __ �� WAREHOUE+C DF=YIN.Aj,4. / MASONRY, EXPOSCD CONCRETE, '1 ✓INYL B445E' AT EXPOSED STRI.GTURE .H 2 x: f L!GHT \ �,,,�) r x•,RE. 'd ER 111 I , ` `,1 0 _•l=tA1,-5, EHEC' A3. ALi, ORDERS SHCNLD BE PAINT � SEAL DRYWALL PARTITIONS 1 REFERENCED A5 .AN ' = r "_ Gr'F�GE MAI(` PRO.lE:GT VwHfN R_G1tJEx3'�I�lG � � "• I • DRYWAtkq / MASONfRY, EXPOSED GCNGRCTL:, `✓INYL E3A3E AT EXP05E0 rr,+•'Tf2UGTURC ,�--- MlCiNG AND ORCIERIN& FROM HJNTF.�t DOUSL.AS. �__ -___ �_L _.L C LOADING DOCK PAINT SEAL. DRYWALL PARTITIONS Ll NEO i ..�, 4-1:.:____+ �ArtvT �/INYL TILE ? . ' SIGNALS °t87; P( E' !.Cti'RACTOR TO CONFIRM SOTA51L;TY Otr ALL WALLS TO RECEIVE I/ TARKETT A 1 - T PAINT SG++EDuLE ''O BE A5 FDI.LOWS: 1 PAINT N A c RST GLA35 MANNER REPAIR. OR REPLACEMENT OF A \ / �� ( ) B 5 GS 3552 BALES AREA FLOOR D ,E / _ 3. g1�;N.aLS 3B'ti SAFE-T•-TILE BE '/!N`rL TILE 1 AND 2 r. ExT!`RIOR Vv:JRrc, ( ,� P Iti,�r+ 7 TINSTALLATION /� f OOR - ,E O G RAN UNSUrTA>3�«. SUfRFAGE 4 VINYL BASE -�. BLAC'•K: WITH COVE EDC[ !N "GHEEGKER50ARD` A. FERROUS METAL ; CRIME:✓^!. " t5 THE PA.•NT'NG GONTRAGTOR'5 RC5PONSIBiLIT". �_ PATTERtd, SEcE 5HT. A-' ___ !. SPOT pQ!ME: A5 :D WITH IRONCLAD GUICK DRY 2. Ai..� SL"eFACES TO 13C PRIMED PER MANUFAGTURGR'S R[GO!�'MENDAT'ON5 GL'Kl.A1�IG me TO�O'^�lT wo,TER GL�9E�T - A #&45 SPECTRUM (RED) INK»IBITI`/E F-RIr1ER ( i68 ). SU,TAS;.,E AND GOMPATIBL7 WiTN SURFACE AND FIN15H 5PEGIrtED. 0 ),Cr NALJ,.:a -----�-.. I ! ~EIGHT • I°" ArF �. ;FORMICA) B '<522 SILK GRAPHIx (BLUE) 5. ALL 'r'ATERlAL AND A0Ri�MANSHIP SHALL PRODUCE A FIRST GLA55 �- �'-Io"�.__. '�" '1'-10° _ __ 2. TWD (2) F!NISH GOATS IRONCLAD QUICs� DRY 1NDJ5 F'•,AL E�iAMEL (G- !. i ._ r _ _. _ _____`_ -__ G 8961 f OO t 6RE-Y,) 145TALLATION O(" UN!r-ORM QUAL!TY, B , 4. ALL PAINT 5Us FACC-5 ''O REGEEIVE TWO (2) GOATS OF ALKYD E3ASE \ - -_----_ __..-___.... �_��_"1O _.. __T_-____ �.____.._,_._._._ ,�_ GONGREETE EiEALCD CONCRETE �''LOOR• GUARDIAN CHEM!G,AL METAL 1 J RIMEtED ) + `. M ONE (I) PRIME: GGAT IRONGLIAC Ou1vK: DRY RUST INH!E3!�'1'✓E PRIMER 1 168 I{ K., T. PAINT. NCTE: PAINTED 5URF*CE TC BE 5MO©T� ROLLED GR SEALANT GOt�PAVY CLEAR BOND OCALANT. N5'ALL AT 400 r' O r- a � 50UARE: F"F_EET/GALLON AT POUR AND INSTALL SECOND ('2) FINISH GOATS IRONC- RETAR✓O Ri.'S' .\ E31 . `✓1r A!NT ( 163 f i r 2 TWO '7 u• T, o , E3RlrE+iE✓ WJTH NO 5K'fw'S. LAP5, OR STR,=AKS. 5EE COLOR .,GHED,.LE --_._.__...r .-- '-•--'•-_.__.r.-..... ___„�......� �".��`' GOAT AT 500 SQUARE F-LrE:T,GAL1I FOR ""ANUFAGTURrR'S D55!6NAT!ONS. - ,�._._.,_�` T FN PRIOR To f 2 NrERIGR WORtC ) - _ 0-YPSi%M VRYWALL TURN �R.,Q O F�1„E MAX.MAr. "6UARDIAN�_ 4041 6-!5- A. ENLARGED RES _00M PLAN �� ..- �•_.•- _.. - CERAMIC TILE: AMCR GAN DEAN G-1"1 EMPIRE° GRAY 2" x 2" GROIrT � 1 ONE (I) PRIME GOAT MOORGRAF'T ✓INYL LA?'Ex PRYER °SEALER 2-x TO EAG VPGO H'y':ROMCNT DELORCAN G RAY BASE TO 3E 2. T•WO (2) rtN15H GOAT5 SATIN IMPERVO (235 6" TILE V)ITH BULLNOSE. ( i" GO`I/E AT BASE W/ (2) 2" TILE i W B DOOR5 AND rRAMF5 LAVATORY AGGE:550R!E9 �) �`' ^�� ANL'' C BULLN05E: GAP ), �_ .� -` -'` �I PT r..r ,' A 4 - _ _ -- -- _ 1. ONE PRIME GOAT MOORG! A ALKYD CNAM �y SLE TO ESE: A5 MANU►'AGTURr'D BY TARKE:.`T tNG. IN VA1L5 ,,,: ___.-�_.__.,..��.'�s.-�-_..�•�--•'�'-"..�.�=��==�•------ ,,-_.. ___ ---�---�� 1 J E� UNDE:RBO.., E' � 1Z rr cr ." r 1 ALL ( BY BOBRIGK AND TO MOUNTED AT MANUFACTURERS RECOMMENDED _ - '7 2. T;Hp (2) F!N15t1 GOI�TS IRONCLAD Qv1Gr: DR`' INDU5TQ1«AL ENAM� ! + 0 ~ �A ,L p ICA 1 r Y NL - TARP[, E' NATIONAL ACCOUNT Y _ ._ L G cn CRZX" �.r-OULD OC REFERENCED M5 .AN "OFFICE MADE' PROJECT vjH;EN HE'OH'I'5 (UNLESS SPECIF-'IGALLY NOTCV BELGA) PAINT SCHEDULE C- Ii G. FERROUS METAL (EXPOSED 5TRUGTL'RAL C-TE-Ei_. GO"JVU, 5F'R'Nr.-tR ..v,:'5 T,vOScp-. Q = ( BEN.IAMIN MOORE PRODUCT_ ) V1 R..QUE3T1'vG O4►G1NFy AND CRDE:RIN!G THRU D!STRIE'rlr1TOR°�. ' �_-:=.-s--, -_�-f_�.s.,.Y..�,«.s�:.: ..�:..,,=,,.:rc,a-„s- �-�,.,M. - .�<� Ir ONE (1) PR;ME COAT IROMGLAD 4L''G^, DRY OUST 'NH1�31T,'✓E PQ'uE:I� ' �68 x s. A,,;. GOtiGRETE SUB-FLOORS TO SE OF SMDOTK'+ AND UNIFORM PIN 5H MIRROR (OVER 5INK). E3-!bb-!830. MOUNT AT 3'-4'' Ar-FP. ' � SATIN-f'IL (1-12) t � G 5 +rr_ p c e, v � M �^ 2. WO (2) FINISH GOAT_ IRONCLAD WEE U A.R,.LrS«, F'Rra WIT1•+ EDOE-S f'..OATED TO ENBUFtE FIRST GLA55 VCT INSTALLATION. 2- PAPER TOWEL D15PGN5E:R B-262, MOUNT AT 5E,° AF'F Cyy� vIH1rE ><8�q 1Rc2YGLAL SWE:EIm-Uf AIRLESS ! At.KYD rIN15H-E��GSHELL, �. V'NYL BASE TO BE A” COVED ZLACK)U 5 rOILCT PAPER G15PE:N5EER B-•288, MOUNT AT 24" Arr AND 2'-6' \ 5f RAY ALKYD FINISH- ;�. GONGRETC MASONRY UNITS 4 G:_F_AN cLOOR ANa APPLY PROTECT, /'E ACRYLIC FLOOR F'IN;SH PRIOR rRO" REAM WALL - � �- EGO�►,ELL ('-S4B) I � � � t r TO OFFICE MAX M XTURE ».E T JP. H R SAI E Y R)=L"� � �Np-1r-s^i-'� _.____-._'..________. __ __ ____.._ � I ONE () GOA MOORGRA- , SAT A-P% (172) j �_ - c 4 BD AP DISPENSER E3-155• MOUNT A"' 44 ,AFI' _.__._ ._ _. _. _ �" I '' rT I 5 ONe PLLL BOX OF EACH COLOR TILI! TO Ems'° LEFT AT THE ETORE WHEN 5 GRAB 5AR '�6" LONO AT BACK INA.LL, OLD 6' AWAY RONGLAG OUEG! DRY II ('D ESE APPLIED rCLLOANi5 LABEL DIREEGT;ONS- FOR An�ROr'R A _ BS's I "14 g c FUNC.HLIST WORK IS COMPLETED. FROM CORNER MOUNT AT 0.g" AFF Caw __--- INL%STR1AL ENAMEL - w_ I ri' ws 42" LONG AT 510E WA-LS HOLD '2 AWAY 1F+;OkGLAD QUICK DRQ' i FROM CORNER MOUNT AT 35" Ar-r CSB SAFETY BLACK —#0-71-82 Z �Z i I NV`USTR!AL ENAMEL w < 0 T �5� _ _SAFETY YELLOW 0O"il-!5 IRONCLAD QUI AK C79Y ; ��- // T01LET GOM'ARTMr_NTB (WHEN REOUIRED) TO 5[: BY FLU5H-Mf AL ) INDU_TR. AL_ Ck Mr_L 6 t r, r-ANDLE 5 ,cVLL5, LA'FC►C5. LOG!:g AMU OTHER, OpERATirvf3 DE''/ICES ON r TYPE-FLUSHITE (K' O'✓ERHEAC BRACING)', F!NISK, TO 1'SE E3Ar-,E:D . .____. _ i (/ ENAMEL: W0ME�N 5 COLOR 854 ROSE, MEN 5 GOLD4 •14 5KY BLUE: __-�--,---____.�. � c0� Pooq.5, AiNDow5 -,ABINET°. PLIJ►' Biligo FIXTURES AND STORAFG r-AGILITIES �t PHONE: (;18)784-3380. � (E3� BLUE V'ICIO I"G65HELL ENAMELNOW Hr�✓E LE✓Cq ,7R 0 HER 5"APE �PERMI i 1 INC OPERATION B'' WR,5T OR ARM K ti 1. .�-r��-..___..��..�.�•��Z _ .�..•�.,- -�� g r PRE togF_ AWp NOT RErU+R!NG TI&4.4r (5RA5PIN'S, P;40"ING OR TW15T!NO TO OPERA" E, t+"E POfRCE: IREQU,ftZ0 TO ACTT'✓ATE SUCH EGiUIPME NT 'SHALL ESE NO` OREATER ;HAN 5 POJNDS FORGE. tSECTION 3iodl (0)1). n�� t SPECIAL W7RE5r.- G60►1TR.OL DE'ACE5 SHALL C4 -FLY WIT4 ALL Of' THE �1 JQB Na t i RCOORE"ENT5 OF 9E'•CT'ON '304 /e). l 94-M-25 f Q1/119!S TE - �' f PLOT $CAL DRAWN BN THE Ht8►�✓•" Of''ERABLL•' PART rr EN'/KfRONMl:NTAL AND OTHER GONT'ROLS, Km i DI'SPLNSEFR$, REGEF'TAC; C5 AW.; OTII-CR O?ERABLE` E:QUIPME'NT SHALL BE WIT►• K SI+EE AT LEAST` ONE Or- t' C, IREAGH fRe^rcis 5t'EGir;irr-',D IN SESTION 5109 tb), AND � S t�4\A,l "K?TES LESS THA'i U rNGHEra ApSO/E T}!F "LOOP., ELECTRICAL AND GO? MUNIGATiG 1 Docli'I rWAS < :k,W""I SYgTE*''a REG�1°tAGL,E9 ON WALLS 4�HAl,_L FSE MDUNTL-D A �aIN!f�*L,M (7F' 13 INGr�i � _�.... _.__._ H+� ABO THP_ FLOOR (5EGT'ON 91OaK (c) 21. 3I.1EE' J 40 TIA-5 !; GENERAL NOTES AND D FINISH - a ES OF r K I. MAY 2 91995 MICRO LMED -W.' m wt, 11111 I 111 11 I JI 11111 1 1 ill I 111 III I I ill 1111111 (LAM 41 MADW I CH04 I � IN I � I I 1116, I 1 � I ` 1 C TO P^5ltN TrK 5CRVb% 6d iw7 A I,' A4 V rHROUN 54_Ervr AFTER TRU55 :S 6L.,FWE0 T040CTHrft T%AW* T`P OP THREE i..cY_A'riONS HANGER r*RE OAJ" A5 PER '-IA'4UFA(,T%)RLR5 F;tL:(,OMLMDATIONS) UP TO HOR UW511CI 15PANNINO 8ErVCLrN BOTTOM CHORD Or LW #. J R.00r BAR J015TS ALL. BY (5c 4b a.0, /4'0 ALL- 0 ROD My OrHmtw INA"PLATE 7. AWWVR POINTS I I-YOR EIiLiMiG GOND } ` I PRIN=RS U I '_'k'*l'POqT SYSTEM vj __ _j _j \ ju.'FAX 1/111"jo PCM" ON rm�b SIDE Ow r N-WoLTS I -.-- V OF "t 755 JO,W4T LAW or CAftA(*v'QnCft5) (by OTHM) STANDARD P AC.TORY A L'1:D At; c q.4&. WALL PLATE DETAIL AIX SLer"T ?'. qu --- mom D rleP OF Tkoqr_[- E:NP5 B OJ, NO WALS '45 6 1 (S cl�'9 HOOK YV c -'k;5Pa145iON BRAACKET ------- - MISS Mwa THAT 64 THEN INSTALLS I--" R WALL PLAT! %eN0Tl!5 'Tr-'s PROVIDED BY *RED Tmr-Tvi*s -- -- / Ak"ll'j, MY Orrem �*TRu55 r-NP CAP5. AMP TUBE TRUSS DETAIL lYPir-AL OF 5 TUBETRUSS ELEVATION NOT 1 ,ALE TRUSS MANUFACTURER: NO 14ALC r_.L)5TO%-1 ARCHITECTURAL SECTION o ELECTRONICS PHONE. I-e)OO-745-065& NO Sr-,A"E L 1:21 12" HI LETTERS WITH WHITE !-ACE5 LETTERS ON ViA-1L. L WITH BLACK FACES AND RED 5'e OFFICE MAX �AND RED RETJRN5, B-T' OFFICE MAX BY OFFICE- MAX RETURNS, BY OFFICE MAX ;."-0" x 2'-0" SCREENED :24'' H151-1 x I" THICK 7OAt-1 HIOH FLAISK VINYL OH x I,, rHIC< FOAM LETTERS OA LOGO ON 1/16" BOARD, DASHED LINE INDICATES DASHED LINE INDICATES TOP OF 516NA05 / BOTTOM TOP OF 510NA&E / 507-rOM HIGH x I" THiC< FOAM PAINT E03 rP LISHT FIXTURES OF LIC)HT FIXTURES LINE, RED ALL SURFACES, 14'-0" AFF I / 14'-0" AFF BY OrFiCE MAX. (MAY OCCUR AT S;DEAALL, 3: _TFank you for shopping at BRIEFCASES -VERIFY IN FIELD) Li OfficeMax CU5TQMER SERVICE ACCESSORIESGHEGKSTAND ;'tea.: .= ILL F .................. FRONT WALL ELEVATION CM-1 VAR!E�. kN/ DECK HEIGHT HT NO SCALE On 2'-0" x 2'-0" SCREENED 'i cl •- ` WITH ON 1/16" BOARD 5'-0" X 52'-0" BLACK 'L' 5HAPEZ) CHANNEL VARIES VV DECK HEIGHT c KTH 24" HIGH x 2' THICK FOAY, LETTERS -8 5'e OFFICE MA/',(, C;ENTER c c EQUAL L WITH WHITE FACES AND RED RE 1-URN5. EQUAL ON AISLES < L :)EC< DASHED LINE INVICATE5 DASHED' LINE INDICATES VARIES BOTTOM OF LIISHT FIXTURES PAINT 05 BOTTOM OF' LICWT FIXTURES 14'-0" AFF W-O" AFF (-,Co. OFFICE MAX LOOOS CENTER. Or EGUA BETWEEN LAMINATE TRIMS :)ECK PY & PRI -NT CENTER 3'-6" x cl" x 3/4" LAM "A" TRIM BY (D.C. FIELD LAM FACE AFTER IN5TALLATION BY PAINT FAINTO cd CAS. CONTRACTOR, CONCEAL FASTENERS PO4 0 0 cr C r - - ------- - - - - --- -- -- - 4) BLACK, ON YELLOW PRINTED SERVICE SION3 1-:,T' OFFICE MAX V PRINT CENTER COUNTER (SHOWNC)OTTED) SEE FLOOR PLAN FOR, DIMEN51ON5 AND E',HEET A5, DETAILS c1b" HIGH FIXTURE5 OCCUR, I __ SHEETF-�, r-OR LoCA-ION Fr, SUSPENDED TUBETRI.155 I'REO), TYP. SEE FIXTURE PLAN 5HZ SEE LOCATION ON CEILING PLAN AND BLAIS,< VIN'Y'L BA5r_ 6 DETAILS TH15 SHEET 5'_0 PEAR WALL ELEVATION NO SCALE 130 166LIE ZA—f- 4 CA JOB NO CA-11145-:5 ____ , PL DATE IA Pl—of E BY S+*L _'TLE SHEET W TIA- 6 DARTW)uTIH rim —01OF70 MAY 2 91995 MICRORLMED 11111111 I III � I I � Ill � li 1111111111111 1 11 111 F06112- (MAN 41"AUK IN 0 11CWHA IN i I I i ,',.__._�. urD[Rsta[ ur sTRucruRc —.�. HAA NOT ArTACA TO T141 ACOP DEC[ 1 1:111 JO OA. STEEL SHOE 1 ( FOR TIOMT FIT TO LOOSE SC, May'Al [TUDL. \ /12 r,A ;a Ar O*f mP PLATE: I• i 1. e/• 1 TO OA. byir44 IN RAO& V t I I I I HOT[ ALL VOIDS Tr) 51 /ACL r1T'N :9040APIC 4e .7e� .. �J. EA;M k.11'�R I I I I uR CLASS 1 NAT'L BT 0.c. • >.f� VERTICAL AWAE • •5 � \ w ( I ( 1 I MOTE r t1ECURE TOP TRACE TO TT!'LL w f \� DEC[, WIT ISOLATE S1S1EM FR004 eUILDINO ti r" STRUa"T1R[ TO PRE%ENT TRAMSf[R of / S f I I I I WAOtMa Al p[/Li'CTIOM. j I i DEPLCCT1ON AD.TUSTNE1fT FOR Roar 1 , Sill CROSS W1J►m4R I I i 15/4' I t FADL ]. NTL STUDS TO SLIDE ��15 iR[CLT (TTP. ) r aq IdA h R JW R I + 3. a/e• METAL ' • I I I I FRAM1100 • If O.C. fTTP) �,fr T r PILAL CEILINr, :EI;MIC BF+ACING a/O- 1'TPT 'I- DRTVALL ENOL• OI 144 •f ni•rV9ft v IeT. a.c. rlll"AP1 A SEAL I 1 I I NR -Val 4 IfL METAL FRAMING R wwt •� E der HANGER� P1ALARINcTt ` f rn► WILL EITHER BE ` I ! I 3 5 R•' OR 6" RIGIDLY ArTA(71 Kill CHECK FLOOR PLAN TO IrLown 777 7 - PIR&WTER kkrWR P[R1uTER 1ElIN(• PAST" TOP a •r7T'ToM T1tA C[ A T �,1 A k t f R w Al l S A T • Cf�PV.A TE HAIL. Y;''11 I/." 1 ►Ar[■ URIVt►o+ /AY',"TtN[><a I � f Tce,O si A0e OR 1 leo l .�' O.G NVrAL SRUNNERS AT WA • 1TTV D! TO 4A V= NIM. LLS e "/ LAT"CIAL La" CAPACITf. _ J5 N, 1 WALL SECTION s - CEILING SEISMIC BRACING 3 A7 wo t • -- / t? GA LATERAL SlAwrAi wRE c-- raTIFfS wt 24 OR N'.x A 'HN 3• r: EAI3+ COA1%R Or CJNE CT 1 /» :.A ;OO• ; . 1„041 FDI 6K SKAT WKS Al. � AND FASTEN Tl7 FACE SAA'T`JRT WVE Al ri iMG(1M,- 1 J' ROOT Pl-;N OR BEAM wtTm CORK RS Of EACH Far,& 160 Rem, SO-A10 ►.At WK Or 1►'ftEE PAL >w4Ao5 LAI ILQ'b CA:H ra' Smit, POINT WK SLA'"5�8 Cts \� AND PEPf, 9T T-bAR CONTRIACr-4 ACOlf�11CA1 CtLW, Ct)NTRACTOR SAX t IIIT:JiE MFT SS/ ; •T_EjAP' ''FL PX, wRE IN BRACG r..i-E MfkEUN ---\ ' A✓ /r J�CNDEO CEILING R'jNFER I - CELrJC TEE • -0' A F.F. 60 AAAx / 11AJ� R1N[R --- MCTAL STUDS at 21- OC 4 Deq FO,ILK on - I'OWE6i CRrv[N Rw if 21' OC. CROSS TIES I _ - ►AI1N R'LA'1'E R CESS TEES Q) PARTITION SECTION 5 -LIGHT FIXTURE SUPPORT 2IA7 gyp, .nomon, m ►aE t A L S TUG. —\ L t /��-- /1 L ,A �.�rw,Al MrfRt; ►sANc:E P U /tp HH SE Lr ErTf►O T'>BE 10 eE TIG�H~' h TuaNNC LE'ol. CEI,0C iA0 1 I APIA&C SCALE w`�`� IC t_L IL FVC, (,P[) AND STRUCTURE AOR TO SE T T ft, T v8E A1i�)VE lr.EN tNSitAll BC)Lr T TO ;ECuRf nt$ tt;EjE TG T.E ' Rw SIRUCt;AtE. Ch OR PI�J1 - - _ 01 PAR r�tS jrlAlt TO R�� rr r,r:9 OR Bf►R STIR LEu (2) TEL( Sl_�LvrS /� W ANO'Mf R A 1 EAST s• ' �T _ L f •r • - � - E�'AL.N; •r w rla"Lr Cs/ET.0E0 F056'ION - t/' a r �!�)*-_=-'+�__ - - s 2* El£C C04XICI ' '•M w f'• -_ __..___ COVE STUD LEC AS ��wN. Tl'* l;rAh a K1- , •! 41.1) /`" .. +•rte w., n tpme n*tur••nstanN411 s,tuA&no a '1 I •1 . C'PEL 5/12' mot f AJC / e/t'tE�1 ELEC C COr�IT ''MMI w ALL) � �+ 1 1 •+ecesserr•tl ancr•or w!!I)ano'santl sec•�on 1 f1AR' CCtfNG waf r� �. GREATER 1rU►N ►1 -IT i +K .v �/,01 t stl ( 9RACING. SEL t(PlUN MV s ALL t, FOl T ANJ 'Me Ancror..att»sncu6�^s us« wren n0 LOCKJWUrOALL NU1 3/1'o EIEC CONOl/C7 (t►Oh WALL). S�ennng unit exceOos a ne,rnt•a OeCtn ratio at I /r -Y�, r (a E L E C. CONDUIT ( Hh WALL) 6 . Arcnonnq S sua,W reourre0•Or;.yw6rq over 1 �. \fir �rn,n se+sm,C:ores :aro a Cir ac!'oc.V t'S IF I'sEIGT1T GREATER THAN w -EF �. �w,tl,nq an6aar`Or anc^.onnq�otlu.rements.r \ I I !S/A' 25 ;A WTAL SILOS' \ j btAGONAL BRACH: TO A9014 UPRIT'E ANCHOR PLATE e 0.1 1 C� MA)I.• ALtEWNATE, �( \ 4 D0q T'7 anc"or �igfe sM_ret ,onto eve r, r� .� \ 11RAC ,,CAN GW ATER IMAM k) \ N W "oar .,61m; ►rC1Or oolu Botts.. • :o,a6netl \ I,�L •.3 S/iP x '0 CA CIOLS E S 1, AS G�q j at ale 00 1610, `.,l EIr£C `.EZ C T •A , SUS TN= CrtLK' RLWR BASEBRACKET u/ 45 r�� ,��1:� ANCHOR PLATE I 14. 'y �•'1 arCPOf _late S•CLtes Cas._•.lceat eve�6nq j x Jr _nq anc or oohs. Hats-LSI;,e t\ ,ota,n•o at:s0,00:,le, I MA14 Ar.N,ER Q IL W, IRE, CUT-OUT AS REOt) L_ < TfANDAAOPINI�M: ". +A C�Vt. _ Q Corgi S•;. r6•.„�• •ocon :'nor coon atltl S10 00. Sao•M � ',1"v+ ' a".mprgrr•nt ' Wf ►(1Al STIR IE AO fAAr i i/ 1nCnorY or•<2lliv•I•nt J` �`r (1) C SELF rAPr't>� (COS PukwR SLOT T E AO OF Toot T O nottnctuC•a1 ;-TIE ry —'" II j` FIT OVER CEILMG RL"CR :AT •.o. oK,o � I SC:Rfw • EACH f►L� tX liRACIHII, �o I t4 TAL STLAS • 11. 0 C i aua a..o6•4 Ar....n.•r166• :c•:uMr.a ►.:�0 /12 GA SPt Av WRE (1) N PL ME POWER 1,A"E N PN • 11. OC CK E A r')-t R'600E R - vE R T IC Ail. A A E NOTE L- 1/0 A.PQ--"x%4ATF IS DEGREE PLACE STRUT • 12 -0' OC All WOkS SE001;ED TO RUWPS BOTH OW0 01'15 a 6 -V walk. I APPROK 2' I'ROw NTERS[Cr10N FROM EACH WALL . 3� ANCHOR PLATE DETAIL___,7 . PARTITION SECTION _ a T-BAR BRACING DETAIL i A7 do �. �A7' _ 1.. _ - _ A7 3t: SSL* DATE I ' .138 NO ;:`1,0T ^A-E A CA PLOT SCALE t it ORAVIM By St4EET r1LE sHn'T 40 120 T I A-7 ow 111,supo.6162 CEILING BRACING DETAILS - TENANT IMPROVEMENTS e2 of 70 - _.. . MAY 2 9 19T, MjCunFL�I�D 1 1 1 1 1 1 1 I I I 1 � � � I I I � IIIII I � III I I � III I � II � 6 � II1 � I � III I I � IIi � I I II1 � 1 I � III = t P1lITJt-• (AAS 4 MADE IN CHINA IN �—T A 'B C, D E rF ---2LP- -!2" 114 COP,( .yl Ll LOADIN6 5ALF-5 An 161 FIXTURES _F I XTLN 145 6 FIXTURE'S U-4 L-ur''�' 12h l? J CjFq�*V POIN- 0 v"', Cwr CF \yk y A15L E 461 RP C FIXTURE5 nl BY OFF IC-r: MAX REH020 FURNITURE 7 5TOR. REP Dim L ORIF ASE FIXTURES I F-T-T-17 BY Orr GE MAX a TI, N L -1 L I J j Nlk F F c 7E CHTK-OUTS C c Ce A-� MANA&ER 1> LJ Li t - I Li L-1 m MEN < a. -MF-N VE5TI N- .................... 0 0 0 0 0 0 0 0 0 0 0 co QD uj STORE DATA TOTAL SALES (+rURN) 50. FT. WAREHOU5E 2,360 ,� Sa, FT. FURNlTUR,E:(e-ARClE-:T) - :2':2q0 50 FT. < OFFICULOUNOE ---1,400 50. FT. 5ERVICE CENTER 250 Sa. FT, COP'T' CENTER 560 5L). FT._] 50'rTOY Or STEEL 0 tlb'-6* 8"D IslIc-Irt DATE ll/U S4 ,K>B 40 94-345-25 PILOT DATE Q11015 F'W+--S6ALE Vr a T-a DRAWN BY KM SHEET rITIF TIF - 1 C)J%PTjj40jJTH 72% FIXTURE PLAN TENANT IMPROVEMENTS DUP94 334 7 A SWS4-0162 43 Of 70 M A MECan � i �LMED I Imo , ill � 1 , 11 I I � � I ' 11 �' ll '; ;' ' � I �1 - 4MADE IN CHNA7F 'IN L ELL ii signma- j/'i A 04 . u 1 r Ii l"�TBI Alf)RESUI/�TGR •'� I � 1 M M%ft Ail NTI INSTA M ! ' .... �� ' I R( NKATURAL 6A6 CO. , 1 10 lk I SET VtSCA bE Al2.0 P%6 1 I r-.,r w .w . �• w ...r.ww w •.r•ww�_/�-_.�r.... y-n-......r 1 _. ` bl,Ei PIPE TIpjJ R" I t•' � �j H `" 11TH PATE Pff (ice! `v � > " ► �� I PIPE%VFVRT ON ROM . l 1 ta DeTAIL ON OM H-2 ,` I ow ,� (4 � _ l � y 1 -% Vcri uz ,4 . t =7 I _ �gI x 1 C' 1 E ---_ HEMI ON RWF It"1 ON ROOFAC I '"� 1 AL 1 Q',HT , 145d• SR I,36KI0 I I 100 Mal OP WT. 145 I SR-1.36K10 t GOOLIN6(TONSJ IO �2 wmft(TON511- 10 1100CHI ! Mn 11T'61?•18 -210 / TTp OF 3 I - IOXIO I 1 *,PVT NTtoR1 210 TYP.01` � � t I f 1 I I ! I I 42XIb (• -- 5R-I,I°>m 2w Q° i SUKSOX24�' /'� i'• Sao CPM 43X1E 90)QOK2�® r - RP6-2M- - I _SIt-1, '96x10 i 1 TYP.OF 3 I 1 5R-T 86x10 I 150 GPM eo GPM j I-w• I .. - i SALES t 1 I I 1 3/4' i I 2 T RE1It TO SPK.IF"T1ON FOR j TO I 161 ON ROOF j 3/4' AC I LUOMPS,DETAILS 1 CODED WIMS. I 5 l I OP.HT., 4" 1 1 i GDOLINd(TC"w-6 ! IN►VT wwmv,ISO I I " I 1 i ( 1 li 1 I 80)04' 1 -..• + � r- _�- ___ _ -_._-_ _ _ _ _._._...-... -' __-._.._-�-- --__-__ _ --._-_. _. _- . __ -___._ _ ____"_._ _ ____.___ _ _-__-_ _ _._.___ �- .-. -_ _ _ _ _ _ _ __ _ ___ ._ ..__ _. . . __ _ _ _ .__ - - -•Y " �— 1°X12 orj I 32x 1 h f1 I 14 12X!2 t II I E11G T. i p,, f� t•ANEL IOKIO � I ' Z A 10 410 GFF1 I 1 l l� 3 ! op.MEN .ROOF AL I OP.WT., 1415 SR-i,3 00 GOOL_IN16(TON5J, 10 5 IIOocfF l b r 5R-1, 36x10 03KK BY E.C. I lfw Hr'61Aep)f 210 ,2X!° TIT.OF 3 I• NEw ON ROOF z2 1 1200 GFM ! _�. -J �`i.' _ G�,}4'• I op.Hr., 21120 Ul0LIN6(TON5), IS 4 _ --- -- --- ' HATER 2'Dr)t �T1C i I-!/,' �_�---- RP&-2« --{ IIfUT HT`6(T6N� 390 I OKI _ � _� I O GFN / KAT>3t'$2v10E • w .r'" �Qht C�R I ' I � -F �---- 4"1 TO 51'E SIA+ESE c awr TKJN I . •1 -•'•oaf- ._---- ------- - -- - - ---- - —�'- - .____ _ -__--- - ------ - - -- - - --- - -_ . - - -- _ I I - TfL TION \ 5RA, 0096 :x3)60K24 I -��- ;' \ �- HATER 6 FIRE P1�0 - 1400 GFM PRY - - CD f :. \50)60)04 1 2 1 SR-I, 4DXR 2 \ YIFT�S�MGE I \\` 1 20=FM 6.0 - --GO-2b'l FIRERISER. DUW6RN IPR 12'M -5R-1, 96x10 AM QK:111 A 450 GPM I , /,\ I IUD GRl _� ON DRAhlN6 1.1`2 6)00 IZ ! ` LD • ~ eo C#" ' I )QO 1O)ao ' I °xIo 2K1�BY EL. S b I O�BY EL. I I TO W'-A -«GD 1, --.GD-1,14.4 1 GD-1,N'f { p I W-1,°'• A 64 u�ll 6-1 EEL165 / ; I 400 GPM ( i GI?! I I 150 GFM 03" fz.. T I I I r I[7i I I � r� 10'1 300 GPM , ECH 1 I 4' � - � I 1 ! 16.1 KH ' � 90o GPM �,� _ _04 4 �• r SEE SITE PLm ----� BY OTWRS," GONMN1AT10M '-------------------------------------------------- ----------------------------------------- ------------ :PRESSURE ---------------------------------------- -------------- ------ -----; ;PRESSURE REDUCING VALVES (NATURAL GAS) ' ;------;--------------- ----- -----_ ______---, , ;MARK ; SERVING , MAKE ; MODEL ;OUTLET ,CAPACITY; ORIFICE SIZE ;SPRING RANGE;INLET PRESS. ; OUTLET PRESS. ; 1 1 1--------'' '-----------------'-"'--_--_""---'-------------;-------------------; ;PRV-I-;UNIT HEATER ',FISHER ; S-102 ; 3/4" ;1.41 MBH ; 3/16" ; 5.5 TO 8.5 ; 2.0 PSI ; 7" MC ; /r 1 1 1 1 1 ' IN. WC ; . ; ;AC-5 1 1 1 � � ' ------------------' ------'----------'--------'--------'------------ --;------------;--------- --;-------------------; MECHANICAL FLOOR PLAN N �► ;PRV-2-;AC-1,2,3,4 ;FISHER ; S-102 ; 1" ;300 MBH ; 1/4" ; 5.5 TOO 8.5 ; 2.0 PSL ; 7" MC ; —r --- - 1 1 1 1 ; IN MC , 11 1 1 1 ''-----__-, 0 1 1-------------------- -------------------- 1 • SGAtE I/p I.4 - ------,-----------,---------'-,------- -----... ----- --, e% mow BID 6&A CONTRACTOR MUST VERIFY �� A,a4 ALL DIMENSIONS AND CLEARANCES IN FIELD �'� PLO? DINE A 04 PLOT SCALE, DRNNM Sr �T TY"LE OIL SST MQ TIM-1 aweeow�vr►1, rye --_ __ _ 1 MECHANICAL FLOOR PLAN TENANT IMPROVEMENTS ..1 x�E r R MAY 19 1995 MjCunFED 1 I � IIi � D ill I lilll4 I � III I i � ili I I � ii I till ! ! I lilll I I � III � III Ill � l Ijlll � l �" � Ila � C1�. IN I • dr U if t A .� rtAP f#+� AL.,R rv► orRIPLUMIChL AWT1<ACTtW ASIM" VISIT SITZ: ra106 TO SIWIMU PRBSSLIES :.WITINILS, COIL POSSES VTAT. ANU Xrr1LD5 411111 I,UC.'FAXrT 4• ntP0CE@@ AM F1BlD VRIFT isiSTINU CWITIO" ilyffOAL-TR6 / H 31Q" TARE AIA. :WT121•BA SIA-OS 1 N'Ttl COME I GMAT I AM rem t DB ALL 1II�It �avl x►nu n:4 �►u ,�ulu�x�aMotu �p , ;r -+.. _ " � • ww*%" T ,wr. 1 w !RAMIT1.MB W1T16 ww1VAjNT AAS h) 11AT71 IYxWN DiBC7 '1RCB 1DU1 1009L J114 I/51 110 UNIT r1rrAI, kY)01,INO CAPACITY a AAA)♦ C116B• SHALL A 6 .'t KFAT I au M I TTI IM"10a SYR,r1 AMD SMALL 10% 1 MRN AMD S ENa 1 SLA LWL 1 NU CAPACITY 1 1) S MSW AT 19 F F.'UB AND '/ + ?1 --1 '`�q _ J ' '( K ,. • 61 F KUR CCBATIMU CAPACITY PON 1N1'V'T MflM (ATrur UNIT , •,r ,.\` �. . -. •y /y•.., Amh r MATC10 WW awPB 19 ,,RD0 THAT IkAl i PM" SITS DEAD Lir{I. i J' ) I 1 C� 4JTTING Of Ri)/, 1/3TAILAT{PTE OF CUMENE. ABIp MTd1I. OP Bl1lI SUPPLY AIR •100 CPM • 0 •• gap, 177 A'M GET OUTSIDE AIR AT 1115 /' �`` ,`.` w•.F .rl • - lAd rZ� _• \ I J r !7 fr low" BB 1Y Lvow a RLW I NR) •XIN T'RACi A AN) Palo PM By TON!S LM. 1 N P. 460/11/60. I 1 MCA. 1• NIOrT, W 1 TN I NSULATRD ROOT CURB,, •. r ; `, I - fff4A� 75 ,ti11/TEAL'1�011 AVENUES= C\1It, AIIARD SCTSEII, CVMF%IL6*IB TIME UE1.AY RELAY, DRY DULI fir+ r i I ;�• .� kN3R?TOAV7W SMALL BB V AM I l.1 AA r 1 TW a11M66•S ST KNEIASM. BULBS AND \, 1 yam^- 4 ZWrW1 UW ECCIIIv1IUM WITH BAAtIMET•R1C AB1,1[P HAMPER, C"RANKCANK 1 t!1' 2' • I REt1t1La\T 1 pty A11 16161• a 1 l T[Yt I A ZN6u.L BB CtLMPL I m M I Tli AFlp I. , `J,` ��- LyBr'r MEA1°iB, l�>1F AND HIGH CN LIMIT M 1 T P11 aaBIJUE 8111 T<?/� 1 L FRESIR STAT. AMD S INCIJIJM 10 IS•1! BOD 01J rS I DB AOR t.tNCXtlIlT TMBANVBTAT t< [ AL1, WCT1AMl sMA,u, aS :N.1TA11.ED 1'1 C64T TO UlfpOiOS 1 a OP 4'TU61. _ � I , • ►fid I _.-. H , F $%AMT NSM TIQIP BAA TI MS s=Uk*A nM 4C, t J. 1. 4 AMD s ANMD •' 2• 1 I r� `• C ^. ,,�~-" M- _.' •� •• J �D m atx I .FELL_Aii_�151wILL� Jai Lioust 1 {scxuGs ijmwx N M c w THis••DfTAT It)R UM,A AT 1 0. ABLWO PIN 1 SHU FLU17w MILAART I I ��• y Z NapEL OC1121 011 CONS, [11YTRiC 1A11T TOTAL CWLIMO CAPACITY 76 1 ►IBH `� r• 1 _ . •: .,♦ a't r t -+ �j 'NB>i1R7STAT AMU TTOIPEAARIRE 96/yC1R rA RCN/A AT N• A AWN tyle SMI&LB 1Y101.1NU CAPAC'IrY S T MBH AT 9S F [DB AMD 67 F MR i 1• 1 j-I/7• Y F�� _tom '•i T` %� � "' ^� � P I WISHED. r1U1D11 AS i ND 1 C'ATED all PLAN .uoRD 1 NATI LDCAY 1 do 0I NKAT I NU C'A►NC I TT 1110 MBAR !N Pu i 101 MBN (xft PAr. UN 1 T SU P JL Y A 1 R t' ✓ 'MIPMATi1R6 =1'?6.ORB AND T1tBRIXWTAT B M 1 TIM CTINMBN P111 C M M "KII61 1400 l'►11 • 0 a• [S►, 110 RPM SET C71IT81 D6 AIR AT 110 C►11, 1 S H P, :N PRCWIDB METAL. VF1171:ATOD OICLkIl:1tL7 AT ALL ►EMMORS ATFL 160/]/60, 15 M1CA 10 W3CP. w1l"N INSUIJITW ROOF CURS, (TVIDRNS[R COIL + -I-1/1•} JyB. �� ► ...• ► .t r I t 1�, METAL. LOLTINU. Vt{KTILATTP CNl'LUSUAlL9 AT ALL TIUBANXWITATS IU AAD StRR>ai, ')MPNKSSt)R T.MB DELAY RELAY, DRY BULA C' WTRtA.1,80 M( � 1-�. p i J >P'O i NEL U aWTOACT(x SNAIL �X1011D 1 NATI SPR 1 NX1iR S YST RM w I T11 (ti ONION I L sR N WITH BAACMATR I C R KL l KF HAMPER. CRANR CAS[ HSATIR, hL11 AMD '. f"r i LYA'T1K1RR AIB) LIGHTS HI::H LIMIT POSSSURB SWiTv'UXS. 0,IL ►R5BZ3 STAT, AND OUTSIDs AIN ), t 4 / •� I'� vn N A�1.11.�R�t1N CTt1O T►ALR'i MsC�IpRD $[RVIQ CLBAAANCES PCO2 :.uCSOITT THERMCIB'TAT \ - 1 ALL 31LINO D►FFITSKRA SKALL HAVR MANUAL VOURW MAIK�'[JCS IN � ��,.�-rIRlD III'L12 liFE1LTE6 SPUMES MC.N1[L F100, SPARK IGNITION. � ' � ` , •. ` +}f .TTARESPOWINf) SUPPLY All RUWATT'S 100.0 MON GAS INPUT, 40 0 MBN OYTTPUT, PROP 1!10 HP, 1050 RPM, 1250 L4• J �AWMACTpR SHALL PAINT INTER10111 OF ALL PUCTs VIsIRI.E rRAM SEAR, 12011;60, 2.4 F121, IYSW, WiTIN Ix TILE DXFIICTION DISCIIARGR NABS FUMR TT) MAT'Oi THs UNDERSIDE OF ROOF DBCB. t.)C/VSRA WITH A :-A1(_AIN0 WALL PKx1N•T'ED THERMOSTAT IN A 1,ACXED AND �- • IC I 101VIMATI L07ATION OF KNMY MANA[iW`NT SYSTiM ROU Ip0aarr IN .'ENTILATED A1rrA.L ID'C'L/JSUks PROVIPS ALL RELAYS AND TRANSFORMERS S. p i �. ,ThC'KA" 111TH 01iBlRO PR1JR TO ROUIOM-IN rvR A n.MPLi!'ELY OP.UTATiC)NAL SYSTEM �.\ i a 1.6, U MARK W)DBL L'UC RFP SERIES 1500. ►v P - �� -...�A�.•t� F_"1U!A1'_(yL 1'�1. AeLM6:T ILFAT TYp .Jf 5 J �+ t1 MORs remc^OR WCAT10 IN RETURN AIR DCA.? TO SHAT DOWN UNIT SEMI RECESSED, FRONT DISCHAAJ3, FRONT iNI.ET. 16 7 KW, /60/)/60 • P . .o • PROV i DS MATCH I)Ai WALL MOUNTED THKXPIOSSTAT WITH LOCKING VENTILATED, C,•�� • ND[R ALARM ['BTKTOR! SHALL BB FURNISHED, 1N1RA11,ED AND METAL BNCLOstTRs AND ALL NECESSARY TRANS PC±RMERS, ETC , FOR A FULLY '4 ��`� �IAGRAM y ` - ♦• �' Y WORSE BY MECINANICAL CJNTRACTVM. ALL WIRING SHA1J, as IN OPERATIONAL SYSTYJI O JNDVTMP ?1 A Y IT PER M [ C ALL R(CP T�)P EQUIPMENT SMALL BB TAOCED W!rH 2 1/2• HIGH y',A Yl1LUMY C`LMOL TERMINAL LENWA W)PEL DR 12 PRESSURE DRUP 1 .•y PERMANENT LETTERS TO I C,ArT I FY SPA" SERVED. P R011 INLET TIC, OUTLET • 0 06' COMPLYTE WITH MATCHING WALL 140UWMD 4• `]' :611111 SLEEVED AIR TRANSFER CPENINO AS Hl .H A6 POSSIBLE ABuVR THERMOSTAT WITH LCXKINC, VENTILATED 1_IVEA PROVIDE WITH MATCHING - 1I1I 'R I L 1 NG WITH G-3 16.X 1.1 ON S 1 DB OF WALL J P FIM 1 WG VISIBLE rRCH 14 VAC CONTROL TRAIIS FO RNIBA PCA reR H.wln1 .AiltryT01! •Cw vw,rtw v AL•.Z.r nr y - I !1 1 r L012B T r 94'8L•RICD. r D.I. - l HOLT D,lrrlsmOr IK'r l { I :2•X 10• SLEEVED AIR TRANSFER OPENING AS KION AS FOSS I" ABOVE FF/A REST RUW1 13 MUST FAJi PENN MODEL Z10. CENTR I FUGAL, ]00 C:FM • �Z! b 5••C w rw r2) Pau ms Vom f • 'H i L I NG W 1 TV 3-2 12•X l 0• ON SALES SIDE nF' WALL 375* ESP. w To ro-A ..owr w / 1 0 , l)0 WATT9. 110/1/6 0, WITH TH GRAVITY HAi KD1iAFT DAMPER AND or 8 Acc0,uCAes,11Lt ctu ny MAS �•--�- O ;RCP EC'H/A THERMOSTAT AND SENSOR CONTROL W I R I NO AT THIS F'1.EXIBI.R DU('l' COLLAR CY)NMNEC'TION :;HALL t:7c_AT I C•N AND R C,•N HCR I ZOMTAI.LY IN Wit" 8 ELOU ALASS TO I WM NOCK N I TH REM N 014 L 1 GHTS. 'HERMDSTAT AND SLNSCR �• 1 c' 6� MLXW ECM•A T'HEANIDSTAT A" SENSOR ON WALL dELOM GLASS AT 4/' SA/1 SUPPLY REGISTER 'JT.'S MODEL 100RI., :ti)UQLH DEFLECTION. :•:1pFACE � • /f 1,A. �, � w I •' AWVR FINISHED FLOC:R AND PROVIDS W:KING N=AL. VWr11.A1xD MC)JWMD. STEEL, OFF w11I TE WITH OPRIS6D BIJLL)E DAMPER. �.F^ 4 A#. I 1 {{{ FNC.:[)SUR[ AT TH1'RIMO3TAT AJID MITTAL, 'JENNTTLATlD RMCLOEIIRf JOT r -+ t,LIN SOA '-n" CEILING DIF�;$� TITINS MODKL Iws, 11X26 MODULE, :JAY IN, � \ ' MOUNT TEMPERATURE SENSORS FOR AC/1, 2, 1. 4 AND S AT 8'-0• STEEL. Orr WHITE, WITH OPPOSED BLAZE DAMPSA \�rF' 0 ABCJVR FINISHED rto_-CR. PROVIDE LOCKING MCTAL, SrLKTTLATED COVER t>"2 / is AT ALL All .`:HDITICWING. UNIT SENSORS. COORDINATE 1lkATION OP :�V CEILING IlLPPILSER TT111S MCwEL PASO 12X12 MODULE, lAY IM, Y � I � I/1• ' ALL SCMSORS WITH OWNER PRIOR TO itOl1GH-IN. SENSORS SHALL BE STEEL. 011-WHITL. WIT1U OPPOSED BLADE DAMPER. C WC'AT&D ON SID& Or COLUM FACING REM OF STTERE +� ROIITR 11• DIAMRTtR FJINAUST Dl1tT IIP T1iRoA,,:' RC10► WITH TALL CONE G/1 RE'TURN_�jj.j.d TITJS MODEL PAR, :1X12 14C)DUL.E '.RNLF:SS NOTED )1, rl ' �! �'I , . PLUMBING PARTIAL FLOOR PLAN FLASHING. WLATHER SKIRT, AND PR.SIDERT VENT Cw:. MAINTAIN A JTIUERWISH. NAY-:N, STEEL, OFF WHITE ✓� tel, /I / -.--LOLL- F''� MINIMUM OF 10' -0 FROM ALL 011:'S:DR AIR .NTAKRS MOLOFT UNIT HEATERAS HIGH AS POSSIBLE. EXTEND PLEB r'ROIn;N 0/2 i1EIZIRlN GAZ:-T Q TIT'JS rk)OEL lSI)NL, SURFACE W,±LTNiF.D, STEEL AND r / 1� , f v A ►+ ROOF PER SPECIFICATIONS. JCIGRDINNTH EXACT 1.00JITIRp I)r CHIT OFF WHITE -- �� . )• 1 I ' NEt1T1►A WiTH tiAC'R STORAGE IJ1t'(WT 50 AS NOT TO INTER/►/IE WITH � l r RACK STORAGE :OORD I NATE LOCATION OF HEAT'Ya WITH C7VEAHEAD :x10R SO THAT HEATER A i R F1a)W t s D I R[CTED AT DOOR oP OI 1 N: WHEN[N �. Aw 6.1MM AL. 'EPOS►iA r Nor APP;r) DOOR 15 IN OPRJI PCSITIDA. PROVIDE DIRT LEG, GA.0 COCK AND � r- tr t� ,�r 0174• 1 � a MTRED ACOU6 1C i'y r„w� x uP L-ISTIN6 To RD*AN ; I VN I ON AT ON I T GAS L'OMMECT J ON tf F>Z TETt CQNJTIACTUR SHALL OOIFFJAN EXACT LOCATIOiI CP UNIT ON ROOD WITH ft�w � k 1"Pl%I'IA A, W FOR 70t' OR ► A w FjCl5TiF16 TO BE NPgW'y(j� 011NER AFD STRUCrJRAL WGINIEA AND PROVIDE NECESSARY SHEET �rrP.NUATiON METAL OF/SBT3 TO MATCH APPROVED )INET L)C'ATION. SECURB ROOD I Tt1IiNfJO VAPES DUCT • oR . A A EJcsnN6 TO pII 7GA� CURB TO Roor STRUCTI7AE AND AIR CONDI'IOMINO UNIT TO ROOF cURB. _� �� j CVT OFBNINOS THMXM ROOF AND iM'9TALL SUPPLEISNTAL SUPPORT I l >0�' OR jTINb,Rj�poA1$J,ygY11 M STEEL AS REQU I RED TO FRAME OPE N I IOG'l A.9 DIRECTED BY STRUCTERAL Ir pp��y-y� -- - BRANCH "TIME.Ra ENG 1YLRR PROVIDE rLSX1BILC C'OU"C-TIONS AT UNIT SUPPLY AND RYV7Lrl �H TAKE-OFF TAKEOFF W_ATEA_FIP"%jXAQRAM •x �c�T To P1ISn►NE6 PT.IUN •.`c]IMECTIt711s OFFSET rRAM9:Tlo11 AT SUP^LY AND RE, ,4* p�P P^ nJr•NFLTiON JCR7FOSA AS R I N WITH E A S NAL b'TII U(AMD :A rr .L l /" F£CTAAlCAJIAA tom,.' -S 5001ION O DRAIN WITH DEEP SEAL TRAP AND C^..FAN D U ANA EXTEND UNT •pILA TES C40VM NOTE 17 511011N C PIJW. PROVIDE DIRT LEC, :AS LZx"R AND UNION AT UNIT TO I)' ATO 4�•'� 6' LUX THROUGH FECTAWXLi�� MY• ROM I Y' 1(y"� ML. r6L+VW(.AL Gd14111WTOR 6• FLU[ THROIJGFI R00► WITH STORM COLLAR DRAM BAND, AND L ; 6REICERT VENT CAP :NST:.L 2• CLEARANCE THIMRLR AT ROOF r----- FG aKTRXJIL(ONiR/1GTpR PENETRATION. FLASH AN[ CUBCMERPLASN STORM COLLAR D ,-0, WANC,H PL. PLI�iNQrGpTT1tAGTt7R HIGH 4[R TIGHT TOP Or FLU[ 10 BE 1' -0• ABOVE ROD► AND 2' 0• F1AI6NIV TAKE-oF� 9ou'1fE T° HIGHER GH RA THAM ANYTHING WITHIN 10' -0•. F p G F IRjf PN1tQTELTIOM GpNTRAILTOR CONNECT 1XJC'7NnRR Or SIZE INDICATED '0 SUPPLY POOP IIPSTAEAM CP i ® E�C01STlENDED SUPPORT SpAC �I I 6L. 6eetAL caNTwcrclP PLfailM WITH SPIN IN roL1J1A V1'ITN AiR SCOOP A. MAMIA►, Vo1.()IR F0�S4NEDULE 40 p�g� �� F►v11�pFM,�.1 SUPPER FFffnW , SUPPLY AIR PLENIJII WJ:-t 11 ACOUSTIC iNIMG �r r yANTARY 55 ER _15.am 60AM OUND M END Or arr.IRN DClI'T A7 15. OOP GPENING. SZZE pISTANUE 8i•�1'1_-�1 _-- �--- '_. �Qptp I '",,w -r- PATR PIPE CURB FOR PIPE PENE'TRAT:c41 Or PIPE THROUGH ROOF ( I N. ) S PORTS (FT. ) �, p„R yFl,y�, , Z• ;� ,Lei'/E AND �F/�L •,NICU FL oat _ � �A,SD �,T� • `s 10• D 1 A/♦E'Tt'R DUCT SHALL F,MEfI :1' i•<x1Np ViRT I CAL DUC2' WITH 451 i!►- O� 9FlIT-OPO• /AL`.2 �r r-§T��r- 5T�1�j�t�..'�•C uRlrDE ANG1.B ENTRY 3/4 - 1-1/4 8 �w • � I r t t N 1 ( O DOl1I�C GFCGK CAGu:PL 0y1 P•Iti'vt!F!T=R FIM II Imo! G It rr if c 1-1/2 - 2-1/2 10 R DUCT WATT$ No. U-oo'T}aT, 2• FVITH ONION _ RL - _ . 3 - 3-1/2 12 .�. Gt7MlLTIONS AND •STRAINi`1R PAN�� ,,R r nTS RO 1 AND ] NEwx. ILR911 r 1/ , ------- MEN TDO All t�!^ITZ_CNI_NG LNl±IT9 DOMMI CHARG6 � - 6 14 R=1 a � (MIN ) 1 �'SDIJRIt RJLDIdGllla VAI.Vr, F'V-TTS LENNOX MODEL :,CS 21-13S) 611.7/BLEC:V I C '.'NIT TOTAL COOL 1 NG CAPACITY 8 - 11 16 Gfl Pro.USES. SET IMPI SSUM AT SO N151 _ � � _ �� 121 i MBAR AFM SENSIBLE COOLING 27 CAPACITY 96.0 MBAR B OUTPUT P EDS AMD 67 14 - 24 20 1 pp�p� �r Kyr INGOHIWf PNTZ1t StRVIGIa S r1WB H EAT I NO CAP AC I TY 2 7 0 MBH I N PUT, 216 MBN AIRA. UMI T rTlArr6It101LJY4 -- � r1I(+e5Tv1 49T PM rep SUPPLY AIR 1250 CFO/ • 0.11• BSP. •56 RPM. SET OUTSIDE AOR AT AC/1 - 1)E5 ,FM. AC/J - 1090, AC/] - 1070, ] HP, 16. , "CA, 35 v%uWE �r•�•_ - _ `y �„•. -. ___.. -- .. _ -- W161.1 -A 55RF CODD 6N0'P WITH :NStCJRY, TMDHNSRR OIL RIMD SCREEN, �T 7JMPRFSS4R TIME 09LAY RE:AAY, DRY BULB CT)PJ'ROLLED RCNICMIZYR WITH Dip (WD) RELIEF DMPKR, CRANKCASE HEATER, L011 AND HIGH LIMIT --- D IEFANI� � � C I DA51HF3E L1HE JINVC.ATE5 I' IHTM(-*AGt,USTiG L.NiMS 114.156 0T`H1M7JQ5E e__� (� PIR 7!! bNl Qctf ..0 _ ?tC7TEf1. i LY-T SIZE 15 EXTMOR MO IWAIAES UNW6. -' SE' ROOF CA"ON STY711GTIJ1lA�L GO iTl'a --Am17EJAD LM'_ �FIJI 5M:" DETT;C TOR W RFT1i1N OMT TO (1�{ SIRIM TO cR/WIN65 FOR 5p-, MOD Pt.i?11� - •.J DOr•l oW AN1INNt >� EPEC51,'146. e,�rTori St+ALL BE INCOMING WA .ER SER IG T F•D P�D'JR DRAIN �EURE ROOF�To�•1ETAL DEc2c To tJE?Elbi1FNE IOb 19,rbA5FNLi,0N5TALLS ABpVE uNsPN,'s _�_ PI PI N6 DIAGRAM Sr6R�,�Alvf 1 a JKT TO s C2Ra To raTH5TMp 1 r4pF5 5P10R )ITEGTOR TYPICAL DUCT TAKE-OFF DETAIL GFEGK VALVE O TtFN1NINfi vAPES -f`�1GA1J r1�iJCJIt PNBOS FILL RDOr CAitlQ►TTN 6' T)•(KJ�rfj 12 TRANSITION TO C NWII TION Sl�+i HM6 N[/AT1FI6 rNTT'JR`fP°L! ? H OWT RiSE,RrM TCI PIANS POR S42M OF BlJ4•ET iN'lAJAT10N 13 6.15 CCOWTiON MATH(SAS l pGK JNIION -- NO ZALE PFG .'.Al7E?WATE DRAM NTN /TT1'tt AL Ft7R SU�PLT 1 it„'7ti0i D>x B PIPE DIRTl.6. N TO PI,W FCJYt bA5 LDGAT,OWS 5 / 4' n THETa•ICKTAT C.I.FA1/Q1T Lim" TR/TRAP' PIPE JIB. } 'ACOATiG LMMFP M JPKY 1 JI PRN( D150AARbE TO`'1h PAD ON Ror)F I 5--�� D(1LT%"2 DETE[.TtJR LOGATLD M C7F iC•C SULTS FROM FAM erRbE TO AIR DLGT TO SKTT V01001 IMT AVER (t 4 BRAFILH(X1LT - 5EE PLiV+S FOR POINT•OIC,IATED ON N PftC,1l DMIbS ,� N3txIBlE C,010F.LT10H-(TYPIC.NJ. -' 151125. AL�RNt DEr�TQR 5NK1 � rii?RS)EI. Aa-0'Pftj.DUCT SM 1HPV_ATED JH Fx_AN ±0\ 4S DE6, TOP RElllibl CJP� PAINT ALAKlED AAV CIR 9.4 �f PIJF!SH ARE EXTE11"AND IWAJjX LIMMS INTEFJOM OF ALL DUGTVI 7w 'V15ftf FROM 5� HAK1AL&k_A ILIN6 ON41 t P•TH LOGN:IH6 I*TGOKTRJMAt All NR1 Y 5riK1 B6 11 0 R►"TO STRIIIGIIMW ON"FOR FLOOR DOTH PAINT TO MATIN BOTTOM OF 4YODItANT, REiWFFFD ONLY AT UNITS MTH \:! ROOF DK.K ADJUST FenM DUCT 5112 BRANCM PMT5-W �D NOTE 14 clom T PER MEL 101ST LOGAT1011S,ETC. '~AM EQWAJM APEN A6 i e RM JIow DOOR TO ARCA"EC^FJy. PACX JP""WTHM POOP DE[A(AND TO FIT IN JOIST SPAL! IN W C.AQE SIMLLr ��- , CCit/1P•M96cd DOLT'S MITE FIEER�yS INSIAJAr4k. RETIM ASt DUCT&W..K AFRILOM FWH 1107M SUPPLY AIRF MMI STERE. • ;1 >SLrr/E Argo SEAL n-m r Loo" V h LCLN'ER DOOK RS'TR TO ARAl6'f ".IVAI A�` i I - (2)9rOTlM v+ee►rN nnF!v T14eQtx,++CX-r*tloR LDD -- L)ft WN65 VALVE 3/4 OI f0 rwl AND TUp!!D POM 415- To SPLASH • -_-- 9LOGK 1 I 1 P FMAEF VALvt: �./�V TGH ON '5I TP_'. 9r NTt GOrtTIRAC TOR,)})~ 11ATT5 NO I(t Y1+IIS -- S/41 -- TO 4'a 01v 5 C1Irr(j ,jjt1C. '.MIrJ11 {A.' L 15TL'D K/.IeN Gt!LK v►L 2 TO ALLOII PFE TO E�AIGI YF'1( q Os IW'"No MRr Pic IMT10"HATH �u►rLr / WHMAGT -4jF--� a- Ar/ 2' rEWEVE 6ALVFA-W - - ( - PAW MOTH 2 GOAT4 of y P1IYU WET AAD CAAH" RUST IgMTiNfN PAPS � >4 p! 1'DEfF bALV 5T733 [SAM PAN r - 4 nPV►T!M r1oTOw AL/VQ1 OC11 45t 4.178MMIIS PAW �`/ NTH SOI NIHOTAWM SE PAI AND 2 GOATS �l ) TO 2-I.'2' r 2-Ir2' r 4'FINE pC*AM►T}S}(T -� OF RUST DEREISMINS PLANT ;1 v - _ - � �SIAr6! a CoHmGTtOM y/TM THRMADS TD �-- __ OM r HOWT ON 1/4•STEM `�J MATCH LOK.AL FOR! 0WAP.1"WTO PGTH -- • I -'- - GA" :•10 C.11AINS, LOGAT20 011 StTL 9r 211 l]•TREJArED MCKV aCGKI3tE)PIJATE MTH D 5 L-� Z= /.�"�+'��.j - - - - -amu--- z'V�• f{];�1/2'ANGI-E SITr GIJMTRAGTOR - �z O ' 2 / 10 MIJP• F L 17 I 04-- MxPIPE RM07 MNN,RA-1 "Mx"9"Te-H T I'lum"OHIM M TN nJBc TRIC• NOAMML l ow �►fffHA" _ SIZE TOO M-DoR DRAIN NTN I l upMar.c. I AND ExTrRkBy ejc � f - �.e--= .Oosv ST066 PRIOR Tc CZ�� 2'AIR 9111MAK Jab ' , • COD TO rM E r'Y6D'TI•GTIC"SY'SITM TAW, SfTTlN6 'itfAD 'tM RiKJr J LWAO&ON TA ,A.-Mjd . NO e1F '�-� ` -- - • 10 I;rOLAT1O14 GF•Y.K VKv! MT►/AUTO BALL DIVr T ` - 2 s 3 5T-5.r4TH IMON!AM(LTION =/ 1 t • `1 {� 14• D TFFw OL" FtQQF_�$U"4AT WT/1� ,SuilE TIV PtTN 30 YE** e% _ MSBPVi NTS �.IIAaANT� AwaPSr NtvTT•16 ►- PII>>� DOWSTi4 WAIF HEATFR_NW-1 NTS R1Y_1/ _FFw7G RY Y_A!.]CT1 YS�S!SCt4 S S_�7]Is_K!><7SE]AM i ONT1t�<.Tt7R KST /EMI IPY ALL R � �_ L-._�OAs/I�AT 011`- cs+Ow AND cLr_^eANces 'rT5 N r IZD M-) ISSLE :)A_T_ :. ee TcNa PWT DATE A 424 °tOT SCULL, 4R--gy�pp? AOIR B sma-T T''T1E_ u C zl4.4•\ A%. `1*-F' 40 DARTUWTH T TIM - 2 7a - - :1192 MECHANICAL AND PLUMBING NOTES DETAILS - TENANT IMPROVEMENTS MAY 2 9199111 . . . III III II I I I I I I III IIII III I I MICan I I ED i 1 1 III I 1 III 1 1 1 11 I Rum- ( 1N 41MADEIMCHNA aYWli-�i:+�::`�;aa. +s�rlem±x�su: ::,a7�M{v"�;++'�►s�r,:; ,•�,��? �,:�.��r , a I ti ' yet _... _ .._ __.••. f 4 14 N ^` 14 14 14 -_ ___ 42 1��`� f ., g a►+ 1 Il q �`''� 12 12 12 12 12 12 U NL 42 12 12 12 12 I t? i2 - 12 ] ,t • l� '� ` L-11 •. C1• N L-12.14 •L� `6 NLj M. 42 I t I 5 J I L-1,] to I hVll i n W ' /• -L 1 9 14 14 14 14 14 I [ �. 17 11 a . 2 2 2 wit: c4 ,. + 1 / 4 4 I 4 G ►r Cy , [�. n� 11 • I 1. I1 I \ !10 I 0. t? S •a• W C51 L 4 I 3 L 5 -42 42 j w [H / `'� I - \ L ,� O W \ 11 11 I 11 11 Il I I I I I 42 \.. r•V42 �' I 1 . 1141 ' NI- M/II / tWll 'y 4 y I ( T I ' I _2-_4 4/.�-p.4�•_1.4-_O____•-D�aeD-4-II rI iI'II�III I-- 2 --De 3eD• _--- �---- -�5-33`3 3 ��-�1--F FJ9_•5_•-- IlIS- `4_ie-�— II- --�`--I I�III I 1 I—-�b—I 329�-�rJ--II_—�•I _ -s 1♦-—- --bIb--- ----_•2 11 110 II110 12 S 1 I1I10 I `IIiI 1\ - ---- --- U 1 �-I -I Ii I 42 2 2 7 42I I 5 K41 �N-- f iil1 i . " _ S:R7hR`�4• ECA4E��MGeTM,rat 4��1"1 f.30� � 7� - 3e c! 4 4 4 4 11 11 2 5 42 10 �t 42 I ALL D'-O•STRP FIXTIR� 4 4 4 TYVE'A'LIN ESS NOTED OI 42 L-6-, NL 42 11 12 NL_ L KU HAI 42 � 5 42 4 W42 NL 42 5 15 IS IS b l0P2-.m 9 3 K43 3 W3 110 KA35 b 013- (117 10 IS 5is 15 15 15 G 6/40 6/40 6, 640 cl 42 6 6 CD 42 6 6 b 13 F/42 I IIo x -- r -42 4 1 no P2-40 1 L-M 42 meg1.1 19 13 14 19 14 14 14 19 A P2-421 G k` a 4 42 6/42 6/42 42 42 40 ' 6/42 /42 6/ Iq 13 L-40 RL 6/42 6/42 10 42 — — 42 NL 3 L 40 1 21 21 NL 2 21 21 21 21 13 Is3 40 21 21 21 21 21 21 21 1 21 21 13 U BI/23cd 42 OV23 42 13 42 ,223 42 40 T MAY P2 3T�1,41.L_ supsaw FAN W5 EMS E/35 E-9 FOR CODED NOTE DESCRIPTIONS 12Q-0 LIGHTING FLOOR PLAN m 168A DATE A 0.6 CONTR.AGTOR MUST vERIry DATT- ALL CLEARANCES AND DIMENSIONS IN FIELD atOt Sr-ALE SHIM T TTTLE TIE-1 mit -0142 LIGHTING FLOOR PLAN TENAN IMPROVEMENTS 24- _ _ t1 : :Iflf , I ' llfVII I IflVIII I f , fl )MAY 2 (9f19l9f5 MMC L MED 17/ - 01.01 4MAbE Irl4 1 � 1 � IIIII � III � 111 I II117 111III� INUNNNIIIIIIIIIIII- n� NOW �• r # , :► All W i LD O _..__...._..__r.._._ +�,_d�'• , gp, -.EI- 38'-8':.._. --_ _ _�. ., ..._ _._3b'-1Q'_ 10, .._ .._._. _. _ ... _ . r •. Alk— k I - • .I � FY � .7 l_- ■1u I 11 1� II 'kA►15�aRMtk )1 Y 1 1 x In y _ -:- xx f ,J pl-�• MGP •?, 4,(p- � L /'_ 1� � rJ 1 ivi lls�/ii n/ , U p pi- SPI Z,4,V. a2 17 _. _ 1_.•-,-1 �. \ �.� I 1� �'l .l Al STW1�t __ a '� < t- �� ;`. wx / COPY C:E.t�TER `'- I • K n a � •l. I I (y J J t( v./.P. Al 01,IJ MUP 15,1-5.11 35)10 I •/•/ � 7 s I �t '0� hOvi 1 FU:,t-D A-T 35 A 3 MIs , 0 10 w"'D- 'V41'G �, (TYf'ICAL �F kC- 11L,'S) (TYPICAL OF AC• 112,'_,) I, 16 tu 1 1 GV-7,9 �W ' Z9. o N1CA --- 4WV- D 96 OIC! RGY�F I{ _ (TYP OF AC 111,37 • • i i i I :> 3U/,3 FULEG A I e0A i MBF -I,4,1 V qs(z&!b) • • 30 /b VJ.P. A7 UWIT ; FUS1ap Al LO A AlUAd1T --- — —-- $ t 54" LPI-23 L - I P b _ m lwzp 39.O MCA 4 i 115,O b1C.A AC 1 t-1' U" A.F.F 11 480V 30 I` 48oV• 3 Old ROOF I OU ROOF er P2- 1 MI I 'I • I , I � �. � �a0 P 1 25 11?OV A" f" I , I II I I I I A.BUVEzS ►1K I ( I � I - MpF'• 19,Z1,23(35/�) � I SIC --" r WP t1r1a u17J ¢ars 1 u Ii � , I I AT } �3�_ no 1 �o 1 30- 30 �' �I / I - - Al U1JIT .MQP-1 ,27.111�S-!uwI I I� 14, Ilp IQ, 20 IlpyEND11Jla d • 54 X511 10 6044 i4 1f� 14 F 4 /� Lu PI-52 tS 719 ( _ _ s P1 �� 14 . - IZ �P2 12 1 .110 I \ Pe- 1 e I _ CP l 4,to • to P 1,3.5 oz es ItOV AT vT F- I PI- II,13,IS,17 I 5 60 6III,P. AT UQT • ,"� STRLKT. - J a►o\\,,� , FUSED AT ASA to Cr CP x,99 4 �` 3 5ERYICE CE►t"IER •- 4 I _ � � Io 17.,_-1s1 _ 0`O , ►.t '77_777-Z_ � ff I �D L j7 u, 16 IG i , ( ( I 1 i ( I I P1 17,19 w a yr' I I I I I I I I I ! l !11 1 — - I yB, T 39 ^i 17 19 III I I I I I I I I 1 13 P2 3 I .�iarlirli� 1 S 13 I - Z o : { 'I >�k/ . I 17 Zz1 vw PI.9 N1 DP d, 10, 11 ' ..� - �}Erl ` 17 \A (TIF1CAL) VEST1�ul E t~Ar.H M(s R' 1 I� ' 1 - / - I � TU 0FFICE QFFICE 1 8.. I-- - - -i -r `-PI- 1, 3 L16HTS L1111 H F. FRACT HP p o 0 0 ®- I SFJ- 14.'1 K1[�� 48'V 5P-lu CEILIWC- 0 0 0 0 0 0 0 0 0 `E ul1U ----- -� I FUQW. d, IN`o1. 15y w1ECH. I _ -_ - -- --- --- - - -- -+ -_ - CUI.ITE'AC'T.JQ, 1r/IQEo a1V E.C. r OO O O O O O O O O O O 0 �-- ---- - - --: - -- -�4-t7 _. -- - - ---- --- —. ------- -- Q-U ... _ --- - --- -- - - -- _ -___ ---- - ---- -- -- �,gE_AY.ARM r'SCI�6 1 IA9 ALARM AND SECURITY SYSTEM WITH BATTERY BACKUP TO BF. !'JET FURVISHE;D AND INSTALLED BY HONEYWELL PER OFFICE MAX, STATE AND ALL 6ASeBOAM AM JLOG,1�I4 MAIM AIR' LOCAL REQUIREMENTS. TO K RMI%t r, INSTAI" AND MIWV BY 1 ELEr,"RICAL CONTRACTOR TO INCLUDE _'COST IN BID FOR ALL WORK TO Tm !1_E4,RIC& 40NT�v&4TOR As MOM ON BE DONE BY HONEYWELL. ME "'tw1'Lp O"`' E-9 POWER FLOOR PLAN N • SCALE: 1/5" 1'-O o W'.RE FLOW AND TANNER SWITCHS3 TO CONTROL PANEL - • a PROVIDE NEW AS REQUIRED. him 4 ALL EXISTING AND NEW DEVICES TO CE CONNE;CTW TO C"7NTROL PANEL FOR CENTRAL STATIJN MONITORING. ALL ALARM SIGNALS TO BE MONITORED AT CENTRAL STATION BY APPROVED AGENCY.5 ZONES, '— -----"'`1 uvi 1) FLOW SWITCH. I 5LC DRAW ►.:(a E•3 FoR CONTRACTOR MUST VERIFY 80 "LIF DATE 2) TAMPER SWITCH(EA) (VERIFY QUANTITY AND WIRE ALL) . I 00060 ►4UTE OE"JCQIPTIOW ALL DIMENSIONS AND 4 ,04 CLEARANCES IN FIELD JOB fa PLOT DATE �.OT 9CA+LE oil �' + - CRA1Md QY S�T ITTILE- cc 10_•4.N 9 E9:T N O TIE -2 q : - . .:,: - - --------- - _- " TENANT APROVE:MEN"i S _. _.__ . ,,.: . ,��► POWER FLOOR PLAN TE — IL ,.. MAY 2 .9 i1a95 MICHWORLIIIiED I � I � I II I III I ) I � I III I � I i I III I I III i I III I i II1 I I III III , i III I � I Ill. , I 14 I I I � � I 1101 11 i 1 1 ,°1�!- UV1N MADE IN C11gVA IN I M 4116 • _ 4 4 . Y111•%1 �Vi'i� R'�TZ)jt► to JOA 20 1ITV 51NOL r P10Le TC**Lr Snl TLH, HUO0e1, bl 1111 CHMI ns�Mtt 211113m PMv»i t2 e1 IV-T R]CAL row 1�4J I R!L 3" Jae Q r A14 a+erRb r MA14Abeytf.T ,10A-110, a7rw POUB► C POLE T06*L-e S417C, Me T`rPe FO. 122 tryTYM "- ) i F"",tIDW By OT►41M) (,0/461ST1rt6 OP n! ►OLLA1f016 .+ .1� MOUNT 1?IBAGtili:'Y IiA1'I'13N Y l?11 Ty AT 1{' t)• AB�)VY F l N 1 SHED i'IA.)+1R " HUBL1S � P*jT•/17L' A 20A-t 100 C;RLU 1 T T � O EMS C0tir1WL iN I r � , y 1 MAUI I MIIN OR AS H t,:ll AS 1\�3S I B1 Y. I I-Y P 1 CAL) JOA-1 JO, 11TH Tl4WC rk&r 166LE 5111 TCH HI JBIMLL. T"F4_* r15 1.2 25 PROZ I Pe A 20A-*801-Do-4N G I R[.i11 r TO em P►4Aae -o" 1:. l,KR H.A I T :I 1.;N IN M.l'11 A 13LY C.YP I CAL) 5, "OW 1 DZ L 16HT 1•t6 CONTIWL LO►ITAG TORI► AS wrr1.I MM PC]R Ac ex rmv 0R ' �) IT I J 1'LAY ASB Irl :NT I Nll F I X'NRJL3 TY PZ •G• FURN I SHED 00 1 T}l J.)A-J•?rN MANUAL S T'ANT I►� 5111'TG+4 0l T}�{At_ OVR9t;.OA6 lMLAY-PL'.:SH Als) 1 NTrV 1 OR L 1 6HT 1 N6, AND 5!4046 PX4"wT N 16+*T L:W r• Ni1 EMIEwAM04Cy r+ r'I x'Tl1RH.9 1 NSTA[.L.AaD AND M i RSI) BY Bt.Er•;n L CAL (`C)KTfLAL'I'OR MIi1UNt '40LNTED I N WALL Arte 5uw^ce ►1oU,(Yev AT 52u I pm"x Room& 1 6NT I NA D I RHC.TZD BY F I l(TLJRZ INSTALLER. M I Rx AS SHOWN '�� v cLAe6 2510 (rift APrwv�tD) (- J . •t .,. � 40 RUN .tNJLX.IIT IN CENTER OF DISPLAY UNIT SHE ARCHITRC-MRAL c f A-t ;s � t�Jrl ex I�[errACLe ra�oEeLL ^Fre t ETA I I.. I TY P I:AL 1 . \5S) EL.ECTR I CAL CONTRACTOR TO PROVIDE DUPLEX OU'TI.HT IN HND CAP OF K SAHe A S G� F_Xr_f P`r MOUNTZp AsaVE ;crkjWne etesrr MA►4Ab4�r •,+s'L14 'o Be Ar�p,C1 GaN7wrx S s rs'rH •COAL <S! r e4 A DIRECT DIGITAL CONTRAL S•STL'M --IS 91'5TT'M SHV.. 1'41CLIVe AN < < DISPLAY FIXTURE R)R CONNECTION T1) TYPE F 1 XTURE EH 5•A►e• AS K rxCOPT HI TN I NTMRAL '6r I- PllOTEG T 1 ON AL,O Pins PANCL OR A! PFT r',A9-E�R PA4A.A6e CONT�(jL. 'W41 "S 1 NTTWACC ARCH I TBCT' S OE'TA I L FOR WX1WT I NU. 4 PANE!... I rrrrV 1 OR T 4g0'WA T'-jM SekboM exTIV I OR 7EVf t*ATtwM SIEN&OW J JUNCTION BC)X FOR SIGN CONNBC?ION. VERITY EXACT I.U�JITI�)N WI1H �►O ex1rNION L16HT 5e*� *041 ; SrsTLM S.w_L CONTROL 'Ht R SAJr AS 4'X e■G EPT 2 MQJNTlD IN a 6AN4! BOX MITH e l N6Le GCrre7f PL ATe 1EA ►4�i GlJ0.I'40 SYSTEM AS Pt%-L AS Thr L l 6KT I N6 SYS'ZM � '40DRrM ,� SIGN �CNTRACT:iR I TY P 1 CAL OF .'1 SHAD M PArrV I DeP A5 PART (JP 'I tC SYSTr" POR NEMOMYre A44 e5S V SEE ARk-NITEC111RAL DETAILS FOR MOUNTING OF 'B' FIXT'IT ES :N ONE DUME% wL•CLTT'ACLe ANP OW PWIr-ATEP ISOLATED MOUND DUPLEX SrSTLM To Be ►VwC.,A5CV P*004 A14D INSTAI_L'D By Ro• " 5Rt1T""s :•4C SUSPENDED GRID SYSTEM. i 17YPICAL) REScerTACLE IN 2 6AN6 sox MITta SINGLE COVER FLATS I boolo-,,'SA-Rvn4J �e LAY- I N CE I L I NG AT •S- - 0- ABOVE F I N 1 SHED FLOOR. SOB ARCH I TECTS )�V SAMA! AS 1 t "EX60 A TH HPAT►ERPROor 51 N64-E 1 PT 6A5KrTrD (,c-,TR ANp REFLECTED CEILING PLAN FOR ALL LAY- IN CEILING LOCATIONS. •601 • IwgO`_ GTIoN 1TPICAL) p9 SEE ARCHLTEL-mnL L DETAIL FOR MOUNTING OF THE TYPE _G• FIXTURE =m„ SAre AS It EXGeqWT Mf01JNTED WHIND DwINK1N6 POU►47A1N IN DISPLAY F I XTURS END CAPS. PROVIDE CURD AND PLUG AT EACH c 541`CAs c i w1 TH I SOLAMP 6ROUNP -4L'BWLL TvPr- :03561 FIXTURE IN END CAP AS REQUIRED. 1TYPICALI 6 I---.....•.............. ---•.....•............._...•.---...._.. POWER P_'L,E SEE POWER PLAN FOR ADDITIONAL CIRCUIT I`ROPS y:N6Lr 6^14166A6 Tt"'.LEA1014L' OUTLET - 5-1J5 S/4• CONPU:T IN10 ..OI5T LiR/ID PACF I LIOWINO LO - - ........... .....�..--....+....•.....•.- SURFACE WIUNT S'I'R I P F I XTUPE AT 7• •6- ABOVE F'I N I SH FLA-)OR T'U .-_•................ -•-•_- WALL CENTERED ABOVE RECEII.ING COUNTER 41 SAME AS • rt ExGEOT MOUNTED ABOVE GOUNTrW AT HE16H'T • _01x.-• -.oTrD IfYM�. ILAM1! ••• ` GAT O 7C+x,R;�'rI1711 I ,/A•T� l TYPE •K• FIXTURE - SURFACE MOUNTED TO tiTCRAGE CAGE t'EILING. 1 I AATTZ I L`ONDII IT DROPS TO DISPLAY UNITS TO BE PAINTED WHITE BY E.C. 00"C" POLE AIT►4 7 'EL_Mp1-01't OUTLET] AND 5 DUP'LEx RECEr- 1 -..-..........................-------------- ---------•'-._.1 o -6' 'A-L HUIXIM-L PAX-o, ►+!REMOLD AMDTP-4 00 FQLAL 1 A 12-1M�T12 ; 16or1 L i T"ON I A s - 2 LAHP PL ,OR 001 CHAIN MOUNT AT, YTTi TY P I GL) *NOP I:ED ALUM I wM FINISH) OPC OUTLCT 15 -o BE I SOLA Trp 10-----4 I RN!!/NO/rM I u42146640-6M HE 1607 4o'-ev Pwor SINX?VW Ate. TYPE •A' FIXTURE MOUNTED ABOVE ELECTRONICS DISPLAY FI X'171RE 6R0uND T-we WITH vm t c ATED c I RC1J l r "HIO OU'rL E'5 ARE 15"ANDARD I 271-ES P r xTinM5 10 se SAME oe!6M'T APP 1 1 . P I I I P1JN'115►eD WITH eLOGTRO►•11G BALLAST © MOUNT IN JOIST SPACE FOR FURNITURE SIGN VERIFY FXAti sAoOE�e 0.e wIT►4 AGorrecr`R:3 ro vevtGESSIIQn RED ecilLL --------------------•-------------------------------------- ---------------------- -- - FROM STRU H ABOVE 1 P .DE I •NOCO- UTS TO FELOP Pev I c:�, IN COUNTER A .A, 9 1-P405"s ,7211 :-140N I A 2' 11 2 -2 LAMP �-FOR �•!X+t,IRr S1 SPrNp -, LOGT ION IN FIELD 0. REMOLD c EQUAL 6 wr 1X6 2U40 FROM s'W.c-,jft n 1 TY4 CABLE AND MOUM 43 DENOTES CIRCUIT TO BE WIRED 'THROUGH EMPLOYEE LIGHTING - Ah4P Ate-2"-e3 :N MID PCR Aw'HI-Et' s CONTACTOR CI INDICTED CN PANEL SCHEDULES. ,TYPICALI . f STANDARD 1;1KTIo►J BOX !.I:L� 9'!'R N r G AND 5vP-OwTLD :•tLC_41E•tVEI• OP --------------- ------------------------ - ------ RUDU N CONDUIT ON INSIDE CF BUIa1� LDING. NO CONDUIT TO BE RUN ON ctDulT 5 5TDI a-1°40•,055 ,aw LiT►40N1A SAME •S 'ti r!' •D• t=.cep- ►1Ol.Tr'2D IN j7T/ J 6 �•�• 290'0 2U40 PWMAA.L CEI L 1'46 EXTERIOR MALL TYPICALI 14 ► 'Vt-f7UT` POLE FMJ51OLE I:15CON►ZCT "ITCH IN F'UteTw0►.45 ,SI:CD AS NOTED 1U-LAMP Al2-2-'T-NS OR AT 125• OF ACTUAL MOTOR `.A►!f ATL` RATr146-5►41'CH 5:_'F AS '.O•rED ----------------- _----------__•---...-- V4 P VeNOTC'S HEAT}@IPROOF-+MOUNTED A r C QU I PMENT G 4-54IN 44w 1 V1.40N 1 A 2 Y 4 -4 LAMP PL:oOR P 1 x-,,dge 4fte 5 +i N P: Je•4orE5 NON "utl I BLE-HIMN7EV AT Fn I PT4eNT CA-AIM 2SP6440-A 12 M MOIANTW IN M1 D GCI L 1 N6 "III IIRiD jN1T CON-wOL PANEL-C0"&C1AND 0410M PER '4P6R5 w1ItIN6 '--�---' 1 ------_- .-___ •--------- ------•---------- L16►+T 011-----_----------- 001'1 5011 :'r40N 1 A RECESSED ►+ c G I A6RA►,5 "Rov!DE D 1 SC Oro4EG T Sr11'C H AS R=GU:RCD BY N e G - : D '14 .OI a C -bH-'OD►"-'RY1'r^5'PRISMAT G LENS � PCWF.R F'L)OR PLAN ! MOTOR GddCGT10N AS NOTED-GO►tNEGT M11TM FL)•X1DLE OR SeA�TI6rR ---F----I--N--------;----------------------------------------------------------------------- I 010m 5504 L 1-ti+ONI A KAL.L PACK P1 XrJM 011'101 1 N-L'6RAL ray + CO►,DIJ I T N M _w '00'4 Pe P►4OTME" AND BRONM P1 N;4504 �QQED NOT=8INOT=9t '1 TT __.----_--_-_•_•----_--•---------------------•_----_---_--------_•-_----•---...- .---....-... 4EJR!v tis,w GO"4IEC ION 6 11r*1 Fly w. VER I Py PTV RN 1 S. ev VT PL.FOR S'*1 P P I x PR j W BY D:SP. '.Y 20Y r r I craft •� RUN CONDUIT IN CENTER F DISPLAY '_NIT, SEE ARCH I TECTIIRAL 3 1 20 Zoev -� Pw►sE-4 w1 ELECTRICAL BRANCH G 1 RLU I T PANE �v f PIED /': +STAL.LTRP 1 SRC !"4STALLLOR, �eN6T►6 AS 5►401f+D e C 'o AIM AS SMOHN a PRO+/t DE -A1ry, JF.TAIIT (T'YPICAL) 2-17/460Y - 3 PHASE - 4 MIRE 13150-RICAL BRANCH CIRCUIT PANCL ----•------------------ AS R1iW I�D Ic �'�`NDUIDROPS TO BE PAINTED WHITE BY ELECTRICAL CONTRAC.:OR. ----------------------------------------- � TY P I CAL) '4 _&OOA R40 1$0004 PF40r;N 1 K DOCK _:6HT 04,'14 :N"ftrtAL 514 r'G►4 .OV GONDU 1 T RUN EXPOSED. NOvr H•4EAD, C 10- C _ED ABOVE' GE 1 L I N6 OR DL-INC-LH AND 42' REACH ARM 3 SEE ARCFIITECTURAL DETAILS FOR MOUNTING PLUG:MOLD IN DISPLAY - WALL CRcnrHATCHte PrOTt Ni,'MISM OP pr•12 AC0PPM CGNDUGToRg RM 3 31 OL-42-A FIXTURES D CAPS. PLl)GM01.CJ AND LIGHT FIXTURES ARE uNLE:SS tioTC'D 01r►C'IH4I SC FURNISHED WITH FIXTURING. EL.ECTR I CAL CONTPACTOR TO INSTALL AS K 124"6712 1 1 25w ,LI Tl-ON 1 A &' - 2 _AHP S-w:P r rppl r P I K-•„Ike DIRECTED BY FIXTURE INSTALLER ANU WIRE AS SHOWN. PROVIDE ALL _ IY. C.oNDU t T RUN IN OR BEL_c"'I eO�+vE5 CAR P 1.'m)RIc UN 1 T5 "1NcEA.r v I C01/mm 1 c-206-eb 1 14AL.L. ^+a.'C M oR Ge 1 L L N* wTD IN � :NCI DENTAL MOUNTING INSTALRE AND PLU(E XS PARTS REQUIRED FOR COVER ABOVE GG►4DU1T - GR056 ATCHeS DENO'T!• NU►•TBER OP • 2 Ar4e. 1 I T S ORA6C-CA6E9_AS-NOTCD UNLESS NOTED O' ►17tr1f5t _-.-•---�---------- A COMPLETE INSTALLATION. (7Y P I CAL) I M 1250" 2445w 'T}0pN I A LOH DAY INDUSTRIAL P I XT1JR! MOUNTED c -T' 1 DAY' TIME ME C L Oi.K H l TH CARRY OVER A5 SPEC 1 P I ED ON DwAYr 1••.65 I M H I •__--XL 2SOM-A20 'DOTTOM OF JOIST w 1 TM L&S .._--- -------- { POWER POLE SEE LIGHTING PLAN FOR ADDITIONAL CIRCUIT DROPS. I -------------------- .--------1 5 LIGHT FIXTURES FURNISHED WITH COUNTER. ELECTRICAL CONTRACTOR �� CONTACTOR - AMPAC I TY AND POLES eV w AS NCiT1 TH NEMA 1 eNC LO'Su1Q I I PORN 11/ 17w L 1 7}40.t A I UN 1 VL�AL 01'6 e"e"S _XIr 5:6N TO PROVIDE T IJLkMPS AND WIRE.S (TY P I CAL) [LPC TR 1 DALLY HELD w I T?4 7W GO I L I ® 'JN I T I ,P2.,S"R eL 211 I AMWM AND MT6 r4APMwlIA#M As mwc2u:RCD 60 SEB AR(7iITEC'lZJ"RAI. DETAILS FOR MOUNTING OF ALL DEVICES IN SALES - I----------------------------------- ----- /� • PVeO••tlUTTON POR DOOR BL111.. ED1'4.hIRDS 46101. I I PORN 11/ I ---- ILI THON.A I PROP E DUAL MCAD e►lwBC!•4G�' ..:60.4' "I V- JUNCTION 84X FOR CONNHC'T I ON !'O AUTOMAIT I C DOCk5. WIRE ALL � I v I UN I T I !CLM2 I NOUN-rte nN r1ALL OR COL:1►4.4 �' DOOR4HIMr MOUNTCD AT 12• MLO" I-IN15HED GeILIN6, E RD5 C21 + ---------_-_.------I ------------------•.-_-----------------_-------------------- I COWMLS PBA MAMJPACTLTRBR3 M I P.I NC3 DIAGRAMS. l TY P I CAL) I RIRN 0l/ I ---- 'L i----1- -P4 -R�:Le DU A` .te,•p of!'w6Cl4-T L:6++T I--------- PROVIDE O8 5' -0• SECTION. CONDUIT COILED AT OUTLET TO ALLOW FOR :UNIT I 1EL..M2 PENPENT 14OUNTW AT BOTTOM OF ,,OIST 1 D001l�LL TRA>`t5FO1RlR MOUNTED ABOVE GC1 L i N6 OR ON MALL. CDKARLe •540 COUNTER MOVABLE DA38X SB(_'rION. PIBLD MEASURE LENGTH REQUIRED WHEN I IS INSTALLED TYPICAL OF TWO (2) . G:RGU 1 T PLU6WOl-D OUTLETS AT 6' O G LCN6TM AS ShiOh ----------------- --------------------------------- __ IV I I PORN M/ 1 ---- I L I TIMON 1 A LOA PwOP I LE REGG•�C�D DUAL HEAD eMft , YTTV 9 ROUGH-I l4 FOR XEROX MAINE, 4 .5 KW, 208 VOLT, 1 P HAS E. MOUNT ON F,KTUP!E 5 AS SHO1F*%I ON ARCH 1 TEC TUBAL eL1-V AT i ONS I ® I UNIT I I ELR2D5 BATTERY PACK IN DRY►AALL GC I L.N6 PL;J6+AOLP 15 FURNISHED BY PIXTURE INSTALLER 4 INSTALLED BY E G -------------------------------------------------_-------------------------------•---------- I h10(JItI' DiV Z C8S AT +42* ABOYZ P ZN I SHHD FLOOR. (TTY P I GL) f ROUGH-IN FOR BALER, 14 .4 FIJI, 490 VOLT, 3 PHASE. ;11_11_T1SINOLE C:RCUIr PLU6110LD - OUTLETS AT 6• o G LEN6TH AS 5H0r1•+ MOUNT AT +54• ABOV9 FINISHED FLOOR POR PUNCH CLUCK. MOUNT IN ENDCAP FTW AwCH1Tt1CTS ELENOATIONSr PLU6010LD IS PURNI5HM MOUIFT OUTLET ABOVE DOOR AT 9' -0•AFP FOR SECURITY SYSTEM. DY P I KTLAe 145TALLER R I N5TALLEV BY e.C. ') ALL IF UOMSCCINT LAMPS AND BALLASTS TO BE MATT M:5E R -"T (TYPICAL OP S) PANEL 'CPO AND TAMER SUPPLY P'OR LIPS SYSTEM. R' RAY POR GONTIROL OF CYHLWST TAN G!ww 1 T M I TH L 16HTS, XT-TV COIL NO SUB6T 1 TSJT I ON "ROMTHE L I TF401,1I A L 16HT 1 N6 SPT_!G 1 F I GAT 1 Pt w 1 LL 4'X 8' X 3/4' TELEPHONE BAC7jMRD. ' AND 1 20Y G01dTAGTS. MOUNT AT FANS a) Be ALL4VCV CONTACT 0"r L HARJRELL OR KARCN BARTLEY AT COI 4!x21.1 DATIV H_rG TR I GAL SUPPLY (600-62D-2-716) TO ORDER L r 6447 P 1 XTVRE `ACKIie JUNCTION BOX FOR EMS COMT.LOL AND PHASE L099 TRANSDUCER AND AND T A I N 1 G 1 Pi_ PAX A COPY OF THE! L: i►6 � 1L C 11'?+PFONZ 0,T.HT. VStIFY LOCATION 1ITH EMS CUN1'RJCTOR. QUANTITIES TO KAREN OAwTLeY PAx No (216) 416-4440 DAeV 20 AMD 916E I GTED OITI•Iir POR TOM MOTOR. VERIFY EXACT LOCATION Orr I Ce MAX NAT 1 OVAL ACCOUNT MR t G 146 WITH OFFICZ MAX PRIOR 'ILO ROUT -IN. Resccrs D'ON N L 16#4T55 -0 Be PROV I Bev 041-- -1{79H4,A_ PRO715r.'1 ON MOUNT DEVICES ABOVE CHBQ-OUT COUNTER AT .{1•APF. (TYPICAL) 5) . ALL DEV I CSA ABOVE COUNTER TO BE AT +36* ABOVE FINISHED FLOOR. 4) ALL P I KTURI!S ARE TO Be 5UPPOWrrV 1 hT7dEf 41CNT OF 69r D GC I L I N&S (TYP I CAL) 60_141 AL NOTES FMO M THE STRUCTURE A60`4E FROM ALL F471JR (-. AT-ACM r1;'6R 10 2OA-120V DRDIGTF.D OUTLET FOR COLOR COPIER. CLIPS IN LAY-IN GEILIN" FLUSH MO(Mr OUTLET IN DRYIUII.L CRI LING. VERIFY EXACT IAC AT I ON ALL TO6iLE 5111 TCM ARE TO 'BE PLUSH MOUNTED AT 48' A.P F TO 5) SUPPORT ALL TYPO 'A R Al ' FI K'TURES PROM ..,01ST AT -'4 -0' AFP BOTTOM AND BE PROVIDED DED w 1 7$4 A T}4�H4pPt-AST 1 G COVER PLATE TO MATCH MINI MUM A5 MM:MV w 1 TM CHAINS POR UN 1 PORN MOUNT i tib HEI604T •j WITH BZCiJA I TY SYS-78M I NSTALLZR. oP Bev 1 Ge uNttSe o r}ttv1l x c 5��•rx t P 1 ev oLcle lxv ICE To Be Pwlri t v! ALL x/Prter+eNTAL MOUNT 1 N6 •rARDwRE I�aJ 1 RID Pcw LAY-OUT SEL M _� C AT S BRV I CS CEN'IBIt P T1tX3aw�LD TO B B F'URl1 I SHHD AND INSTALLED B Y T EV BY ARCH r Tec T 5HO►N. I F 14' -0* uN 1 FORM MOUNT r N6 ►IE 1 6H4T 1 s NOT Pose:BLL. L C ELECTRICAL CONTRACTOR ABOVE COUNTER. MOUNT kHCZPTACLHS BELOW CO(711rrZ1R AS D I RZCTHLT BY O FP I CZ MAX. P LUGMOLD TO B B SINGLE 2 ALL M<,e P r ACL ES, TLiLT+oPC, ETC WE To Be RTL U 5H MOUNTED A T 16" GO OIm r NA TL' MOUM t N6 MC t 6HT w I TN AAGH t-ei T � � M CIRCUIT PLOGNIOLD WITH OUTLETS AT 6• O.C. , LENCT'H AS SHOWN. A F P AND Be PROV IPED M17H A TF430101FLASTIC COYER PLATE TO MATG44 6) ALL BATTERY PACK NIT'S ARE To BE MOIJN'r.'D AT .14 -O' APP OR A5 N I RZMOLD SERIES 2 0 0 OQ'i. Tl'!' DE•V I GE UNLe" OT11'.l7p11 Se SP EC I F 1 ED COLOR OP Ve'v 1 C e TO Be 016H AS POOS 1 BLP FOR MA r 1 KJM COYLRA6e POWER POLE MO(APTZD Il: CASH REGISTER 1IM.L. RECESS POKER POLE SeLec-m BY Awl-H1'''ECT ALL DAC_r.-TO-BACK DCVICM To Br OFFSET 7HRO(1(31i KILL 90 THAT UrL.BT19 ARE BELOW COUNTER. VER I FY ALL 1408 l ZONTAL.LY 6' MINIMUM T! I-LEC'RICAL SUBGONTIRAGTOR 15 TO PROV I VE 71"r A"lole oP DeS_1 ,TR'r ' RZ=1RE#1K1r8 M I TH O FT I CZ MAX PRIOR TO ROUGH-Ill. POR ALL L 16MT P 1 XTU RES j '1•!0 t<_XAC T LOCATION OP ALL 5►11 TGH•1C5, OUTLETS. e"G ARE TO BE JLAIC'PION 16OX FOR CONNZCTIUII TO ZLZCTR I C NATER COOLER. COOPV I NA rM M I TH ARC.H 1 TELT OR A-4R DCTA I LED OR D 11.01,151 ONeD ON 8) ALL TYPE 'M• 011 •TUMS ON N 16HT L 16HT C 1 RW IT TO Be PROV i DL•D M 1 TH EI&SMICAL C0917ALMR TO WIRE PER MAKWACIVRM WIRING DRAwINSS 01r*AL' APrt_IGABLE. QUARTZ II STwIrcE D I AURAAL9, 4 5111 TC HES AND Dt4 I GES TO BE AS SPEC 1 F I ED w 1 TH BRYANT, G I RC._e P R) . ALL LA.0 "S IN 5A`M AREA TO W 6 E. SPED OR EQUAL NO eWSPTI ONS ® 2-4•C WITH PULL HIRE BW.A)W GRADE FROM PAD MOUNTED TRANSFORMER SLATPM, OR P 4 s As ACGepYABI-E ALTLRpqA7E5 POR IoJ ALL SIN•be LAMP FLJC1��%C'd1 F1KT1J1�y TY� '6• AIM To Be TANDDI T O METER AND C.T. GB I NE T - ONE (1) CONDUIT TO BE S PARE. 5PCC I P►CATION 6+RAneS w1 RICO WITH 2 LAMP BALI-A53 P#-C'N IN CONTINUOUS It" .MID eSS T . lw l E LZCTR I,:J1L COItTIStJ1C•I'09 TO PROVIDE ALL TRENCH AND BACKP I LL AS REQUIRED. UTILITY CUMANY TO PROVIDE 40CA SECONDARY FEEDERS. 10' -0* APART. ® VERIFY ALL REQUIR.ZWWI`S WITH UTILITY COMPANY. UTILITY COMPANY PAD MfXJ1r1'ED TRANSFOR_"BR. VER I FY EXACT LA UkT I ON WITS Ut I L I TY COPWANY. C WCRXTB PAD TO BE B Y OTHERS, , NOT IN THIS COWTRACT. MHTZM AND C.T. 'S ON WALL. (SHB OKI LIMB POWER DIAGRAM. ) 400/3 MAIN SERVICE SWITCH. (SBE ONE LINE POWER DIAGRAM. ) MOUNT 9 BLgJR I TY O(TTI.B'f AT BOO► HATCH. FIELD VBR I FY EXACT 11 IACAT I Cali. ® 4• SCH DULZ 40 PVC CONDUIT TO TELEPHONE COMPANY EXISTING 40 :n SERVICTE CONDUIT STUD WITH PULL MIRE. VERIFY EXACT LOCATION OF TELEPHONE UTILITIES STUB PRION Z'0 BID. ---------------------------------------- --------------------------------------------------------------------------------I I Pil'_'G TR 1 G HEATERS 1 � I-----------------I------------------------------I MARK I TYPE' MAKE '•00DCL KJ1 I PAN Mj%TR I G S I Zr 1 REMARKS -^------I ----------I ----------i -- •------I ---------1 ------I --------------I-----------------I ------------------•----------I Be/A BAST a-MAIRfc I caw:-1grs 1 1/2 No 2-T-7/1;64 1 50• L.ON6 I S I = ( I AOAI!!7 I t I I I --- ------I ---------.I ---------I---------I------I-------------I ------------•---I ----------------------------- IC?t/A -IKAU_ Al2,71/l/,60 I W 1 0-MRC I A"4-410721 2 0 1 YC! 1 2T1i l i 60 11 6'x 20' 1 2 1 I --------I ----------I ---------I---------I --------I------I-------------1-------•---------1------------------------------I NO'IT*9 1 w I TH BU 1 L T 1 N 710- _TAT mi T►4 oPr "I'r I ON AND WALL 5Let'm 2. T AMP1r.'R PROOF T 304m rAT w 1 TH OP4" POSITION, AW,#4 1 TELTVRAL 60R1 LLr. AND WALL SLE" MOUNTED ABOVE BASEBOARD w 1 TH BUILT IN T"EM-0 TAT w 1 1H OPT• "I T r(A4 ISSAE A JOB NO, t PLOT DATE A a& SCALE- t" C PLOT ALE e, , �. DRAWN BY' SHUT TTTLE: A%C -�.A-15..qtDUs, 1 S�. ET 40 TIE-3 DAPT1,101JTM. 7255 ELECTRICAL NOTES AND DIGRAMS - TENANT IMPROVEMENTS M OF 70 MAY 2 91gP:, MICfLMED ) ( III 1 1 ) 1111111 �" (11J►18 I I III III ) � ) 1 14 l I I �, I � ill I MAGE IMI CHIMRA IN f i•i ti t dry♦ V s M1 1 v' F'f' ft 13K`/A 1'Lo1JR IiOIJ►1TCD tit'►•R p ` ►► r N 4OC1J.•. 70 200Ti I %r1�-91-4M N r 04" roBLOO w > 4,111 0 rbAltNt 66EVlC6 _.. .- _ 10A- - +fC, ,=T1DWLt IOP14191 '• , p rj If ITT!'R So+Ga<CT 1 I"wrr C4 •4j ,w GI r Ori r ,' Iy�L ALL Ni 1�--. f w fi4'G C T C AB I I,,CT To PA �O RA1� ? •Pl• Jf' (Jtti t M Be ISY C r!'1• F ML Na Ti 1,Y C.o � MDP I or e* �..,>�1 1_ ' S�.'1G l r I C A T I<J►,L� IOiOA L_ � Uri-ITr Co TO L_ _ __-. I / L_ �.--- ... ._..._. I•UMN l 5M 4 1 NST , 1 It'Tp'R 4 C T' •S I L-- C1 C2. CD 4 G4 -CCNTACTOW f a SION 1 6,STFJtM �11 PINS - ( L ) MIC 20A. 27'rq G2V 1 i 70A-6I. I i) i/ G.T. I •1/O Glf. GONrACT1' ,■DIGS 1 �jN AJIl __ _ _. AMI r, C 1 T>i u T(L I TY .4 r T __... -� A6 NOTm FOR _•6 co t■Te 1 G1f To n t D I-.._ �,1 (,10y _._. � 1 •1;o c'� To l- sOi •QA w O f - �- � ,.'- -' aU 1 l D 1 tib 5 R'!i. , �y NOT" `+• '11f615THt rj 1 Al ♦___A _ I NC O>~I N6 GOl_D 1 COM1.J•'T" C:w /� '. Y� SIT". [TY 04 GJ MA tW MAIN � _ _.. ' All Ute: TO M FfVf'(j0t19 tJtilt7l .:0(i*.11L.T. ~ M S'r O'6ND -V D MAR l_ - - J ROD p,�s^ -• S 1 [wA 200 .•S By C C A:--.• �� TO IN SI/O'LRfl eT t7fflC.f AR AIC OISTALICDUT ... __ MlLMk4k C•,'KTR/ILTgR CZIIN� .a '� u RL1KN*6IICAllvl2 c4NMT.Rol A71ES. )-w%ft I GSE«! UTILITY CO '►PAP aR•TMLO" 6RADC�T�� --4 LDKTIOi C411L� 4rMA I CTNL�O•SURC •N�` a'�ASS 'SrtJ'C.s 7C1.'ZG ODCL, •3o'SRC'-' D ►tOtM1CD 'RA CONTACT AMPAC ITV' AND 'iOLTA`C AS NW .j..*wfTi pl.A TE'S TO M Ti&.TRK.r11. ..a.'Nfl2AC TCit w 1 Til FOUL L n 1W 1 C.G. TO MMOV I OC AL L •t7'TD 5OU A RC D &AOS oR ASCO 1 sTRCTNC I ANUl BACKP I LL. VVR I f v ALL PrW RECi MG.O•+''ROL- !�AICiC T I ON BY e+•s C,O►r`'fltK T OR 'IQ R t �1 U..'1t1CAL WRTRACTOM TO MU CAX'V:MATT All f - -- - - -� J 1��1�•l�'5 r11 Til UT1L I rf GO. t V ALL .:ASTS A10 QIiJ,T87 T$5 ARf TO B! 'NCA.LR'ET'IN J F!`PSCTeS 'O tie a"' UTILITY Go. /'-1 � I_S '0 CA504 WE :5 r-M _OCA 1�'A�p Fil'CTRIC/1l :vrITRkA TLAIS COMII.AL;T k tZMf �' r1� t,ttE IOM aT t9llY TtZCAI C4rITRJICrOR Gt7ILgAlF� f 645&S TER 44 1 RS 'O Be oon5ry C'LD eY .I'9 svS"r• 'O Be f•l.atCHA■,Cp "wO•• S.CL'K. GP+SAG♦ -AwfTr 11 STRILTtiR/IL ST7K 'N DIST SPACE ACID►AM PARALLEL .. .- - -- T ONE LINE POWER DIAGFIAM W I a(AAM ,wAwTIft 'LPYCRT CAal`r4-4 CAS CON'RK,'Ow "eE'S,V MIJTAL QN&S AW%V"T AT 4'-0'OG - -- - -_ J ;GALE 1 r -AYCXFF 51kN* 5 '.4!PAM AKV E•xT LOCAntft «"ti1 D Bt -VRf'M * TIE F1$•D M-0 "4a MAX F0t_4,"ft GAlXF M o..wt 'U q[A1t+►•N yC TO J-0OR _ AT 10'•b'Aff .r IL Mr "1E'1141 FW ;,TF 'N EA-BW-40N GA&f 15 TO M ARUM i-WX AT AREA W' '1E'IE GE:L.h6 4%"To TIE cawTut V-0'AFF �, . .._ -- -- P'SPf'C Rif;L5 TIE FWAI F70 i ts15T� %04VIA.c ra MANCE MGP rryITAOL N0;2T7v .NAfC 3 rll[ • rour7Y+R LIMACI :'�[DUtL pan rA� -1 - �x.AY 20anTOv •r►Y. 3 r.0 • .•�w�.c 9nl Ji 'IF E,r'E11*�fL11I CAd_f ,S '0 8E L'ROPPED DCYM _ ...._ ___3 .._.}__._ �, fEbh•t32«••LL Rf51[Il-. _.___ trt.L 4QOD MAIsi 200'3 r<a w t9, A✓S s.L r IE�►'CU AT%Vv! 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"_- - - so t 20 z. -•M !! 20_ - •e -► R,aralo .!t@l� TIE w1LE -,opW TOR IS DRA)PPEfl CA"TK POYER -- r..- _-�y�A-___-_ rAOUr�.! �QT• --- !1 f 20 !3 -a 21 20 1 RtLP r•E� tE (ZI MS % 105 Rre C TIE T S-A A • !A--- ! 11[CpT ,r 20 + 20 Its IA ~" 30 , 10 rtyglOLp' RLN j-WX 4 THE C 1STEI•G*RS 6 54 TIE C TittT 5'Le AID AC-• 2tla�3 •• ) -a :1271* 2 +!0 3 !!7 S♦ .A�q � _ - --i- �--�_ ____ � ---- -- - 0 + 20 27 -i to , i2 - r+vOp10 X15 �A� CA H REGISTERCABLE DIAGRAM --.----___�� A 32 - 1 m 29 - 30 20 I , FfPtiALJ<uMEc TOR IS C�tO04lS DOMI THAT CLTMDUIT !AQ --- --�C �AM r IAI�-__ 0 1 20 N iA- 32 20 1 I `caa usfo -" SCALE: t;'8' t'-0" r w 36 ------ VACI �sAlte -_moo -,-ram » -A a 34 316, 3020 1 1 20 2 •s Geos rAows 31 A- 36 !-AQ 1 A-- " VAGI 30 -�-' •0 - '------- _ ,-.--. !AQ !AQ •At>Q 12 -_ tt.'N 3 too -0.- 40 20 , _0--h VACIE L41 j-_Cj 411 30 -� GROUND 8US - � „r+cUtio eVS • A!Nc'L 5 -oCK-CAN C:f u 1 T 90MAK fJI • I PID I C AT!!S MS RCLAY C4NNftT 1 ON (TY*I GAL.) �CLfd sc+ICOLAE ra .A►IIL L NolTAac.0o/2nv .NAIL 3 nwc• roV4,INOl 11RRAM soo u ram POOL P2 va'AQ; mm mmv PkAsL 3 on• r,3urrIMQ sullrAa ' 6t�'1T�R Tr.c tM MAafs 22&A M.L(1- OUTM•G *Alps: USA TYrc NOoo MAIN: tow "a w7siN• AM►: +Oo+ 7 _ \/�ART►A111 i I SMLS UOITMO t[SMLD 1.76 1 20 ,._lA--- 2 20 1 120 SAM UWTMC Z (2 VI-A 20 1 20 1 A I SNES UOtIMO r=L L2i i ?0 3�--• • 20 1 L20 - SAM LIOt1M0 2 S7)D A -__� 2• , 20 3 -i • 70 -!o SAIF•L10NitM0 Vt•y L7•- , 20 S t • 20 1 3.2o _ SALO UGHMN 2 3 11[CPT _•1 _, 20 • • 20 , is �- ! fECOT1 i ___ '®' I SAll2 LJONitIrO D� 1.02 +^_20 - 7 +v • 20 1 1" SAM1iU LIOIT•10 4 - -- � 3I + !0 7 A- s !0 t ,0 Rt110s CLO01 / __L�. D La , 20 • • to 2A t 1.02 ��taPT-!__--- �-- _ _ _ sAlss uaTao 4 �To.MOTon _ 1.60 120 • -tr l0 20 + ,ae`� conn whom C ST= oaf,. U mftoa (�/L•+f!) 3.42 , 20 11�--c +2 20 1 172 SMA UWTwo 4 T[Lj worm •AC2f�011n --- . 30 tt 12 20 I 1 Op •DOA ��'� � 1 • SIOpI K LIONTa••�OILO 171 +_20 13 10 20 1 1.•0 SALES LIOIIMO 4 20 13 A ,• 20 1 r A�� • ® « 5 SAM UW:,•0 3.2J2123- I -t ,• 20 1 a �.-- - - J t] VAM NOT NAM WA10T' ,30 1 20 Is --A- M 20 1 ,00 ADO" � � �TM-EPHONE DACKDOARP 5 wis uanwa 10 ---c ,• to 1 0 lAll[ a• -» t to +1 M 20 , :out--A QQ 5 SNA U,2•TIffO L! A 20 Z4 1 0 VAOK . u►• 3.•O , •0 1• A 20 20 + 0 VAOKyY MS 5 SNA Ua11Tar0 3222 !0 I 0 V#M SIAL 0 1 20 21 -el 22 24 t 0 VAN A. Of 5 :ALB UGNT" L 21 20 1 0 VAnt VAN o , 20 is - !• 2e + o m,Ilw L)A.� 'rsnx .o JDLR co�TTTtACT. I VAIK o A m 20 1 0lAftt rlAfK o + 20 2! 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To DE BY BILTttK,/IL C4NTRACTQ2 \ -Cmu 66 I - 1 - �f�i 100 1 to m -a- w 20 1 t.ol _ 0mcc UaTwo 5 so to 30 -•- 40 20 a flu.uow�wc' e �) BSC RX.AL C.JIITRAGTOR '0 RA1T 0001lDMAt!All Y1010C I L -- - - -- .J I 0•-A ••-A LSO 1 20 a --C •2 To t 201 ,•L�IY . 5 !Of------ ,.20 I 20 •1 •2 20 t 0• OIICA!UOY1M01 A ., ALl C.OST'S Alp R�LTW�AIM r0 Be M�M GROUND a>ui - -- ~-- a.&nt2CX COMTRAC.TORS WW 17JA,GT At1QSR. \ C.A I h �IOUNO IlUS 51 CA&Z TO Be"SIT JM-.,YS C4W C.ONTRJIGTOR CA7NGEAlEfl "2 ON SrRIZ IRAL STEM 0..'1ST SPALE MV"PARA-L _-- A7D POW"CKA-A,^. *o STITICTWC yi+"T GA 1 roT►I •>+1:S po s1o3DAL ft1N6S M:. 54/f171tT AT 4'p•of- 61 c LOAD SUMMARY I � e; CAM LVU S 5W"ON D!Ati12I/W ARf M AMTlON TO T140% MOlh�m J cd 1*c"c"ISM PLA,L I t - --- i 5' -6•API• 'IE L.AYW F/10FM 15 5UQ#NTTC• MV E ACT�OG.,nUS 'To BOTTOM �- GAalf M \ I I L -•- - PAI$ 142"LCL �I TL'M TOTAL KVA (,TsN 0VXQ M T►E agD h•TH Gf1'Kf MAX �� I J ALL MANG►+ C I MCU 1 T al�KE 5MAL1. - - - - L - - - - J Be MCL--C-4 rr-e. RATfW AT 20 &MMM L!,SfIT I Nb h A.1 ,wl1UIn8J rJV".fTS Aft rc BE Fif1+15►li re'11 `� `, Pc7Le r T5•c r11�, L1*�L.ees • 44'T Fl(,E oLATI'S CABLE P3 NOTM PSIS U•C! AS IIMGPITACLE5 �_v�4 - -• S AC UNI T t- OS SJ 1= 2) ALL 70 AP•P C:OW U 1' F'4MAj- '- - \ 9M11 TG�CS wAAL� � JL-�►'i' RATS AND SHALL W ��1•U!"- 5r ACOS r1I TTa +'Ir r.:K'I N>S MA1Q7- GABLE •5 'I r - `- -- J �\ ' rtARC r--r�t0 ►"U JRP aleZAr,E�t !W_1TALLAr t�+,s ��1.CG. -1•�EAT ---- ZI O __ 4) PAPz'L'S TO M MAf4LMAC-URrD I3Y sa/AI� M t sGeL�At�O�� Ss 52 MOLWYL•D AT MPLO LZ ,/ P'UrICH CLACK _ r'G TO YINIl _ I .--. - ', AND 5T1� -__-� I D' !Ore A►PgC7 L`fl M12JAL' 1`41"1`4 +°°t_I:SN -40T NMTL'R MTR JOIST LOCA AND W rYrD AL:AP I rJ0 S SPACE(TTP) I S 1 Ti IC �1T I RC Sr5-_L-M SHAL.L Me PULL.r --� C4+01D17NATM r LTM -IV rANPAe--')OMR,! A,ND TOTAL t�♦L1 r'7.OrTaI C01•pO►,t!-!'T 5►r?�'T C I RCU:T h 1 YN- STAND RAT 1 Nb PV_CV 1:X-'D ''R e.ACH PANUS_. BOARD . 1ei ).c ISSLA UNISYS_CABLE DIAGRAM SCALE: t, g' °LOT DATE - r t't d °tOT SCS w -IR C�,{1M` 9Y r SO-WE T t►,� -.. .1\�_ - A; hVG TIE -4 [11tpTfMrlUTM 7255 ELECTRICAL NOTES AND DIGRAMS - TENANT IMPROVEMENTS 1 el/Pliw•A947 -------- r Mr,Y 2 n 1995 MjCanf4L ED I � IITa111 lu t- BLAH �I MADM IN CHMA / IN -�- r 7, "' . 11 A V•' I& i a OS . , i •, *.. I - .h- •~� y' •. . i 11 .L 4NIP. N/ . . // C i � ±�`', �� A e1T F1 A41w tJl• rtt!)RLT ttFM ffC)..J RIC1115 rMW ,VTS�R UI D1M WO MA.fiRt6.MGLJDINC Al AAM KWI AG TIRlR'S IQlGt7MO0AWHS. f S f. r40 M GJ 1(d 'Af•A1fl r41♦ r > 4 � . 7)14 of M4►A� "�A'AR1..T1�ITM A150 FNIF! ."'EGL YKVt NTH#NTTTl4.t)TOR ARAiM .A4LL r N•M1 1 ALL .#bLLATIAI'Av" NAvf rwf COKE RAr1116 Lt'r, nvw T fY4 T1Nl Iq0 pFbREJes GJ A4itt►7[114 4V^..ET�y 1r4 /ITAWl f AVI41r,4AftD fIL4Qil Ar f1AC.&ALM P Silt 5LAPW(UIN.LT',IK AAL' -ow A t11I(JP &f M T�IrA7 Iu 'I 'RIAS• C60. t� R. 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