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2600 FEDERAL AVE 1994 Plans 2018-01-02 MF Import (4)
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2600 FEDERAL AVE 1994 Plans 2018-01-02 MF Import (4)
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Last modified
10/23/2025 2:26:00 PM
Creation date
8/24/2018 11:37:26 PM
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Address Document
Street Name
FEDERAL AVE
Street Number
2600
Permit
K 47751
Year
1994
Notes
CO - GENERATION PLANT - SCOTT PAPER, SPRINKLERS
Address Document Type
Plans
Imported From Microfiche
Yes
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a <br />t <br />A., �r.4' <br />0, <br />A <br />GENERAL NOTES'' <br />SEE PROJECT SPECIFICA-nON.'T" <br />SEE DWG 8111701 - 8111702 <br />PF Pi <br />PA <br />-60 PK <br />19' 19'-6' 204N 7-80 19'-Y 19*-3x <br />0� 19'-6- <br />PCC 410ement <br />Splice JOVA <br />Colum <br />Meam fromTOB <br />Cam <br />Detail <br />No off <br />Column <br />Measure from TOB <br />Coa. <br />Detall <br />No off <br />CoNumm <br />Memmore TOD <br />Com. <br />Detail <br />F60 inch <br />Fed <br />inch <br />Labd <br />Fact <br />inch <br />Label <br />Feet <br />iimh <br />Labed <br />F <br />174 3 112 <br />169 9 <br />C260 <br />33 <br />8 112 <br />P7-R <br />2 <br />C261 <br />33 <br />8 1/2 <br />P7 <br />2 <br />C262 <br />33 <br />a <br />P7 <br />2 <br />isll 9 <br />C260 <br />23 <br />5 112 <br />P7-R <br />2 <br />C261 <br />23 <br />9 1/2 <br />P7 <br />2 <br />C262 <br />23 <br />9 112 <br />P7 <br />2 <br />152 11 1/2 <br />149 9 <br />C260 <br />13 <br />8 112 <br />P7.R <br />2 <br />C261 <br />13 <br />8 1/2 <br />P7 <br />2 <br />C262 <br />13 <br />8 112 <br />P7 <br />2 <br />139 9 <br />C260 <br />3 <br />1 112 <br />P7-R <br />2 <br />C261 <br />3 <br />8 1/2 <br />F7 <br />2 <br />C262 <br />3 <br />9 112 <br />P7 <br />2 <br />128 9 <br />Cl6o <br />14 <br />10 3/4 <br />P7-R <br />2 <br />C 161 <br />14 <br />10 3/4 <br />P7 <br />2 <br />C162 <br />14 <br />10 3/4 <br />P7 <br />2 <br />111 9 <br />C160 <br />4 <br />10 314 <br />P7-R <br />2 <br />C161 <br />4 <br />10 3/4 <br />P7 <br />2 <br />CI62 <br />4 <br />10 314 <br />P7 <br />2 <br />111 7 <br />C160 <br />0 <br />9 314 <br />P7-R <br />, I <br />Cl6t <br />0 <br />9 314 <br />177 <br />1 1 <br />C162 <br />0 <br />9 314 <br />P7 <br />, I <br />PCC cicm*rA <br />Splice level <br />Column <br />l <br />Measure from <br />TOR <br />— <br />Conn. <br />Detail <br />No off <br />Column <br />Meature fro TOD <br />I <br />Cow. <br />I Detail <br />No off <br />Column <br />Meax.�* from TOD <br />I I <br />Cow. <br />Detail <br />No off <br />Column <br />Meature frorn TOR <br />I <br />Conn. <br />I Detail <br />No off <br />FW inch <br />Fed <br />inch <br />Label <br />Fect <br />I iKh <br />Label <br />Foci <br />inch <br />Label <br />Fed <br />i=b <br />I IAbeI <br />174 3 1/2 <br />C26., <br />18 <br />3 <br />P7-L <br />I <br />168 9 <br />C263 <br />33 <br />3 1/2 <br />P7 <br />2 <br />C264 <br />12 <br />8 1/2 <br />?7-L <br />2 <br />159 9 <br />C263 <br />23 <br />& 112 <br />P7 <br />2 <br />C264 <br />2 <br />8 1/2 <br />P7-L <br />2 <br />132 11 112 <br />C164 <br />39 <br />9 1/4 <br />P7 <br />1 <br />C165 <br />39 <br />9 1/4 <br />P7 <br />I <br />C 166 <br />39 <br />9 114 <br />P7 <br />149 9 <br />C263 <br />13 <br />8 112 <br />P7 <br />2 <br />C164 <br />34 <br />10 314 <br />P7 <br />2 <br />cifis <br />34 <br />10 314 <br />P17 <br />2 <br />C166 <br />34 <br />10 3/4 <br />P7 <br />2 <br />131 9 <br />C263 <br />9 112 <br />P7 <br />2 <br />C164 <br />24 <br />10 314 <br />P7 <br />2 <br />C165 <br />24 <br />10 3/4 <br />P7 <br />2 <br />C166 <br />24 <br />10 314 <br />P7 <br />2 <br />128 9 <br />C163 <br />14 <br />10 314 <br />P7 <br />2 <br />C164 <br />14 <br />10 314 <br />P7 <br />2 <br />C165 <br />14 <br />10 3/4 <br />P7 <br />2 <br />C166 <br />14 <br />10 314 <br />P7 <br />2 <br />111 9 <br />C163 <br />4 <br />10 3/4 <br />P7 <br />2 <br />C164 <br />4 <br />10 314 <br />P7 <br />2 <br />C165 <br />4 <br />10 3/4 <br />P7 <br />IP7 I <br />2 <br />C166 <br />4 <br />10 314 <br />P7 <br />2 <br />111 7 <br />1 C163 <br />1 0 <br />1 9 314 <br />IP7 <br />I I <br />I C164 <br />0 <br />9 3/4 <br />r17 <br />I I <br />C165 <br />1 0 <br />1 9 314 <br />I <br />LS166 <br />1 0 <br />9 314 <br />P7 <br />I I <br />ERECTION MARK <br />ERECTION MARK <br />VERTICAL DIAGONALS (=VD) <br />TOWARDS GROUND LEVEL <br />PRECAST CONNECTIONS <br />C, <br />HU RLNULS <br />All pwcast connection details to be <br />attached to columns with 2 0 518' - 2 1/4 <br />TYP. DET. A-H: DWG 8111740 <br />TYP. DET. G-N: DWG B111741 <br />TYP. DET. CS1-CS4: DWG 8111742 <br />TYP. DET. HFI, C131: DWG 8111742 <br />TYP. DET. FOR COLUIANBASES AND <br />VFPT]rAi nIAMNAI q (=vn% AT npnilwn <br />W6 <br />W6 <br />W6 <br />+187-80 <br />T.0 PARAPET WALL <br />"S Z' <br />PC401 <br />PC401 <br />PC401 <br />PC401 <br />B443 <br />B4S1 <br />B459 <br />2it 51 - 315 <br />B359 <br />B343 <br />B351 <br />B309 <br />09 <br />B319 <br />B329 <br />B335 <br />219 <br />4 <br />+ST-V <br />COLUMN SPLICE <br />B6 <br />-9 <br />z X.S1 — 20 <br />W,\ <br />Ln <br />L-i <br />OF 4 <br />w <br />-2113 <br />Li <br />+w_011 <br />r <br />COLUMN SPLICE <br />B209 <br />B219 <br />B229 <br />B235 <br />B243 <br />B251 <br />B259 <br />Is 7. Z. I - <br />Ln <br />__1 <br />L 2. __1_2 <br />ZJ%61 -112 <br />_Cj <br />LABEL <br />_Q_60 <br />DESIGNATION <br />H/W <br />TYP. DET. <br />_X END <br />BOLT <br />X ENO <br />TYP. DET. <br />OTHER END <br />BOLT <br />IN <br />W18*76 <br />- <br />C260 <br />W18,76 <br />CS4 <br />801'-4 1/4* <br />C161 <br />W18*76 <br />- <br />C261 <br />W18*76 <br />CS4 <br />8010-4 1/4" <br />C162 <br />W18*76 <br />- <br />C262 <br />W18*76 <br />CS1 <br />801'-4 1/4' <br />C163 <br />W18*76 <br />- <br />C263 <br />W18*76 <br />CS1 <br />801"-4 1/4" <br />C164 <br />W18*76 <br />- <br />C264 <br />W18*76 <br />CS4 <br />801*-4 1/6" <br />C165 <br />W18*76 <br />- <br />265 <br />W18-76 <br />CS4 <br />801"-4 1/4' <br />C166 <br />I W18*76 <br />- <br />C266 <br />I W18*76 <br />CS4 <br />801'-4 1/40 <br />C167 <br />W18-76 <br />- <br />C267 <br />W18*76 <br />CS1 <br />801"-4 1/4"1 <br />V0120 <br />ST 10'*10"*5/8' <br />- <br />801N-31/20� <br />V0121 <br />ST 10�*100*5/8' <br />- <br />8010- Z <br />01 <br />V0122 <br />ST 8'-8'*1/?' <br />F <br />16010-23 <br />F _E1601 <br />1 1. <br />6 <br />V0123 <br />ST 80*8'*1/2" <br />F <br />1601'- 3 <br />F <br />1601'- 3 <br />V0209 <br />ST 7'*7"*1/20 <br />F <br />801'-?, 3/q <br />L <br />407- 3" <br />V0218 <br />ST 8"*8o*1/20 <br />F <br />1601--3-1 j <br />F <br />1601"T' <br />VD221 <br />ST 6"*60*S/16' <br />SITE WELD <br />- <br />SITE WELD <br />- <br />V0222 <br />ST 6"-*6'*S/16' <br />SITE WELD <br />- <br />SITE WELD <br />- <br />V0315 <br />ST 8`*8"-1/2ft 1 <br />F <br />1601'- 3 11 <br />L <br />=01* 3 /q- <br />PC401 _W6015 <br />I <br />SITE WELD <br />- <br />SITE WELO I <br />- <br />LABEL SEE DWG LEVEL SEE DWG 8111707 AND 8111709 <br />B109 8111730 <br />B119 8111730 <br />B129 8 11730 <br />B13S 1 8111730 <br />B143 1 8111730 <br />B1S1 8111730 <br />B1S9 8111730 <br />B209 8 11731 <br />B219 8 11731 1 <br />229 - 8 1731 1 <br />23S 1 111731 1 <br />B243 8 11731 1 <br />B2S1 8 11731 <br />B259 8 11731 1 <br />B309 8111732 <br />B319 - 8111732 <br />B329 1 8111732 <br />33S I 811T732 <br />B343 111732 <br />B351 811 32 1 <br />B359 8111732 <br />B441 8111733 <br />84S1 8111733 <br />1,134S9 1 8111733 <br />. ..... <br />V0221 AND VO 222 FIELOWELDED SEE DWG <br />8111743 <br />#134 -T <br />COLUMN SPLICE <br />%D <br />C44 <br />rn <br />PC401 FIE-LDWELDED SEE DWG 811 1743 <br />U <br />BOLT 205/8"-1 3/4" <br />B109 %0 <br />B119 <br />B129 <br />rM B135 <br />B143 <br />Bisi <br />B159 <br />7 <br />ZO )- <br />U <br />U <br />U <br />Ic <br />=EXPASION-SHELL <br />BOLT 5/812 <br />LOCATION SEE PRECAST <br />B111716 <br />P7 <br />DRAWINGS. <br />CIS0 <br />C2 <br />3460 <br />3500 <br />OF 9 <br />OF 10 <br />OF 11 <br />OF 12 <br />cl 81 <br />C 261 <br />C1152 <br />3080 <br />3420 <br />2270 <br />f <br />BL BASEPLATE <br />17-7" <br />C262 <br />C163 <br />3450 <br />2270 <br />Al <br />x <br />70 410TOP <br />OF CONCRETE <br />263 <br />3520 <br />ff-7-T <br />--tiff <br />FOUNDATION <br />C164 <br />C264 <br />C165 <br />5100 <br />27SO <br />4160 <br />GROLM LEVEL <br />2KSI -121 <br />_r <br />GROM LEVEL <br />C265 <br />2690 <br />C166 <br />C268 <br />49601 <br />2870 <br />C167 <br />4120 <br />t <br />:�zS44%rt C*w" <br />- <br />I �11,lnm <br />C267 <br />VD120 <br />2750 <br />low <br />94 -05-27 <br />LINE' P7 <br />VD121 <br />1650 <br />WEIGHT LIST., BOLTS <br />p <br />SECTION LOOKING NORTH <br />EX <br />V0122 <br />V0123 <br />1480 <br />1410 <br />V0209 <br />850 <br />CERTIFIED FOR <br />1:100 <br />VD218 <br />VD221 <br />1420 <br />too <br />A <br />CONSTRUCTION.- <br />940511 <br />VD222 <br />VD315 <br />-4(vo <br />1070 <br />riVrND <br />IAX <br />PC401 <br />DF9 <br />350 <br />ATMOM 16 0*4 ra" rat be WW w wdw v Mwwh*N% <br />DF10 <br />BF1 I <br />22 ILN <br />DF12 <br />22 <br />130TAVERKEN 1101 IM 3-40173 00"99M <br />Mw ET *_2 so 10 go <br />Fdl#MF93Y 111=11 2111113 WTWY I <br />Nam I <br />MVAX W31 2107 10 <br />WEIGHT IN TMS LIST IS NOT EQUAL <br />TO WEIGHT IN STEr—SPEMICATION- <br />WEIGHT IN Tms uqr is itOUNDED OFF <br />AM SHOULD ONLY BE USED AS GUM <br />SCOTT <br />No 14 BOILER <br />ANCEPORLaPMGELEMERM <br />SERVICE &, 901 LER BUILDING <br />Lama ?w ?z <br />tA <br />.1 <br />CD <br />0 <br />SWTT WORLDVVIDE <br />SECTION LINE P7 <br />(Y) <br />w= 0 <br />Rw= <br />AJV�MAMO <br />CD <br />CN <br />T's" I Bwfi <br />INGE SON <br />KARLS <br />11,71,111 <br />-ch <br />CD< <br />7, <br />LAA� ,940511 <br />371300 <br />8111716-. <br />.1 ILI. <br />.Zr.. .7 <br />2600 FEDE UL AVE <br />A <br />77, <br />z 7 <br />% -�7 <br />
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