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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
Metadata
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Template:
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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W 6 <br />PCS03 <br />PCS04 <br />W6 <br />PCs0s W6 <br />PCS06 <br />PS =S2 <br />W6 <br />PCS07 <br />---------- <br />--------- <br />BS26 <br />BS24 BS24 <br />2 <br />BS26 <br />7'T <br />B6 <br />VU 4 <br />(�� <br />B6 <br />X�D <br />B6 <br />r <br />7e <br />141 <br />VU 5 jj� <br />ZVU 6 <br />B460 <br />0141 <br />7 <br />c7% <br />6'-0 8'-0 <br />C:� <br />c:, <br />c:) <br />Lj <br />B6 <br />r- <br />+192-4' <br />+187'-8' <br />VU 14 1 <br />COLUMN SPLICE <br />T.0 PARAPET WALL <br />B6 -- <br />— — — — — — — — — — — — — 0-11 <br />— — — — — <br />— — — — — — — <br />— — — — — — — — — — <br />— — — — <br />Lj <br />— — — — — <br />71 <br />I H4011 VU 13 1 <br />4 <br />H400 <br />c--- <br />-23 <br />PC400 <br />CD <br />m <br />.0 P�0 <br />CD <br />m <br />L-i <br />c:) <br />m <br />L-i <br />L_j 0 <br />Lj <br />B4S6 <br />k4�,b <br />0� E6 <br />C> <br />rn <br />Lj <br />DF <br />CD B6 <br />m <br />E) >& <br />Lj <br />co <br />C> <br />m <br />Lj <br />- <br />m 04, <br />CD <br />m <br />M <br />Li <br />Lj <br />--+171'-Il <br />V2" <br />I <br />L/ <br />COLUMN SPLICE <br />B3S6 <br />— — — — — — — — — — — — — — — — — <br />— — — — — — — — — <br />— — — — — — — <br />— — — -- — — — — — <br />— — — — — — — — <br />— — — — — <br />H301 <br />co H300 <br />2 <br />r-4 <br />Li <br />C> <br />CN <br />Lj 2o5 <br /><> <br />Lj <br />C:) <br />C> <br />r4 <br />Lj <br />Lj <br />+ Iss, 01 <br />or <br />LABEL <br />C107 <br />DESIGNATION <br />H/W <br />W21- 101 <br />T.O.S. <br />TYP, OET. <br />END <br />BOLT -- <br />END <br />TYP. DET. <br />OTHER -END <br />BOLT <br />OTHER END <br />C207 <br />W21-101 <br />CS1 <br />801'-4 1/ <br />C307 <br />W21-101 <br />Cr <br />)3 <br />801--4 3T�— <br />C407 <br />W18-76 <br />CS3 <br />801'-4 3/4" <br />C108 <br />W21-101 <br />- <br />C208 <br />W21-101 <br />CS4 <br />801"-4 1/41, <br />L308 <br />W21-101 <br />CS3 <br />801"-4 3/4" <br />1408 <br />W18-76 <br />CS3 <br />801'-4 3/4" <br />C109 <br />W21-101 <br />- <br />C209 <br />W21-101 <br />- <br />CS4 <br />801"-4 1/4" <br />C309 <br />W21-101 <br />- <br />CS3 <br />801"-4 3/4" <br />C409 <br />W18-76 <br />- <br />CS3 <br />801'-4 3/4" <br />B460 <br />ST 7"-7'-3/8' <br />- <br />L <br />201"- Z 4/Z" <br />L <br />201"-2 1/2" <br />VD 09 <br />ST 8'-B"-1/2" <br />801"- --'/, " <br />t3f <br />M <br />801"- 2! 11z"fi <br />VD110 <br />I ST 8"-8'-1/2' <br />M <br />F <br />1601"- --- 1/4 " -- <br />voill <br />I ST 8'-8"-1/2' <br />F <br />1601'- �; 1/4 11 <br />M <br />801*- '� -6 /4 " <br />V0112 <br />ST 8"*8"-1/2' <br />m <br />3 3/4 4 <br />1601'- '5 1/4 '0 <br />VDlS2 <br />ST 10"-10'-112" <br />-801'- <br />1201"- -1 '1/4 <br />-F <br />F <br />1601'- Y�A 11 <br />VOIS3 <br />ST 10"-10'-1/2 <br />- <br />F <br />1601'- 2) A <br />F <br />1601"- 3,1 <br />V0205 <br />ST 8"-8'-1/2' <br />- <br />F <br />1601'- 3 1/4 <br />M <br />801"- 5 '/2.4 <br />V0206 <br />ST 8'-8'-1/2' <br />- <br />M <br />801'-- Z� 1/zk <br />L <br />801"- 2) Ili A <br />VD217 I <br />ST 10"-10"-1/2* <br />F <br />1601"- Z 1A <br />L <br />VD303 <br />ST T-7"-3/8' <br />L <br />201"- 2 lh, <br />L <br />201-- 'Z �/A <br />VD304 <br />ST 8'-8"-1/2" <br />L <br />601*- - 3'1/,( of <br />m <br />601'- -6 '-A <br />V0305 <br />ST 8*-8"-1/2' <br />m <br />601'- 31/4 11 <br />L <br />Z 3/4 <br />VD309 <br />ST 10'-10"*1/2' <br />L <br />601'- 33/ 4 <br />L <br />-601'- <br />601"- 3 3/4 <br />VD403 <br />ST 7"-7"-3/8, <br />L <br />401"- <br />M <br />401"- 2 'A <br />VD404 <br />ST 7*-7'-3/8' <br />m <br />401"- 2 2,A, ' <br />L <br />401"--3141. <br />V0417 <br />ST 7'*7"*3/8* <br />L <br />F <br />-- <br />201' 2, '/z <br />F <br />- <br />201"- 2 /Zll <br />VD418 <br />ST 7'-7'-3/8'— <br />201'- 2 '/z <br />L <br />201"- 'Z <br />PE400 <br />W6-lS <br />- <br />- <br />PC503 <br />W6-lS <br />PC504 <br />W`6-15 <br />PC50s <br />W`6-lS <br />PCS06 <br />W6*lS <br />PC507 I <br />W6-lS <br />LABEL SEE DWG NOTE! <br />EXPLANATIONS <br />WEIGHT IN THIS <br />LIST IS Nur EQUAL <br />C106 8111711 TO WEIGHT IN srEELSPECIFICATION. <br />ERECTION MARK <br />WEIGHT IN THIS <br />C206 8111711 AND SHOULD ON <br />LISr IS ROUNDED OFF <br />LY 13E USED AS GUID- <br />C306 8 11711 ANCE FOR LIFTING <br />C406 8111711 <br />Clio 8111715 <br />ELENIEls-IS. <br />REFERENCES <br />C210 811171S I 81117251PK <br />C310 811171S -A�EEA- <br />TYP. DET. A-H: DWG 8111740 <br />C107 <br />C410 81171S C207 <br />5620 <br />2550 <br />TYP. DET. G-N: DWG 8111741 <br />167 1 8111716 C307 <br />2780 <br />TYP. DET. CS1-CS4: DWG 8111742 <br />C267 1 8111716 C407 <br />TYP. DET. HF1, CB1: DWG 8111742 <br />B148 1 8111730 C108 <br />B150 C208 <br />6650 <br />1 2420 <br />TYP. DET. FOR COLUMNEIASES. AND <br />8111730 C308 J-2740 <br />BlS2 8 11730 1 <br />VERTICAL DIAGONALS �=VD) AT GROUND <br />BlS4 8111730 C408 <br />C109 <br />1 2 F2-0 <br />----6650 <br />LEVEL SEE DWG 8111707 AND 8111709 <br />BlS6 8111730 C209 <br />B248 8111731 C309 <br />2390 <br />2740 <br />B250 8111731 C409 <br />B2S2 8 11731 1 B460 <br />92S4 8111731 VDI 09 <br />B2S6 8111731 VD1111 <br />VD111 <br />2590 <br />-.4 <br />790 <br />1090 <br />— <br />1 1060 <br />B3S6 8111732 VDI 12 <br />B4S6 8111733 VD1 52 <br />BS24 8 1173S I VDI 53 <br />BS26 811173S VD205 <br />BS22 811173S V0206 <br />H300 8111732 VD217 <br />770 <br />1960 <br />1870 <br />670 <br />1070 <br />1890 <br />H301 a 11732 V0303 <br />H400 81117!34 VD304 <br />790 <br />1080 <br />VD305 <br />34 <br />I H401 1 8111734 VD309 --d <br />-'J VD403 <br />VD404 <br />VD417 <br />VD41 8 <br />PC400 <br />PC503 <br />PC504 <br />prcmg; <br />780 <br />1 b3o <br />590 <br />810 <br />840 <br />8 so <br />130 <br />170 <br />140 <br />E <br />COLUMN SPLIC + PC506 100 <br />PC507 120 <br />CD 153' 10" PARAPET COLUMNS FIELDWELDEO SEE OWG. 8111743 <br />COLUMN SPLICE S VU4 1580 <br />VU5 <br />_NZ BOLT 20S/8"-1 3/4� 1110 <br />VU6 1280 <br />CD B254 a% VU13 950 <br />B252 %D <br />B2so <br />B256 CD B248 <br />C> VU14 956 <br />L Li NW <br />Lj co �1�1:CAt CON --Lr. --ELCb e. F-F- bwe, "D <br />L-i Lj lDF6 1160 <br />2. ti - 153 <br />2 <br />B152 B150 B148 <br />BlS6 <br />'1,' 2- 15 Z <br />I C) <br />52- 10 <br />B.E. BASEPLATE <br />117-7Ar <br />r 161 410TOP OF CONCRETE <br />FOUNDATION <br />GROUND LEVEL <br />GROUND LEVEL <br />LINE PK <br />6-NClC-,H-r 1-15T <br />SECTION LOOKING WEST <br />15OLTS <br />1100 <br />OR <br />sL <br />A CERTIFIED F b 940511 <br />CONSTRUCTI N <br />REV. NO REMSONS <br />-'nom Thi. <br />Am drawing may not be used to order or mainuf"haing <br />N Tell iflod for emoftction". <br />0 BOX 5734, S-402 75 GMEMC <br />GC3TAVr=FlKr=N <br />-Ofr W <br />PHONE INT 46-31 50 10 00 <br />ENERGY TEO 2293 GOTAERY S <br />-31 23 07 90 <br />7WAX 46 <br />Ln <br />SCO17 No 14 BOILER <br />C:) <br />L 2 <br />CD SERVICE & BOILER BUILDING <br />SCOTr WORLDWIDE <br />SECTION LINE PK <br />CD SORT ftm cww. FA = V1.4m, VA mm am 2"'W' p" use 067% <br />DRAW ly xn By QeDaVey PROJECT WANACER <br />44 ps INGEMAR KARLSSON 1,11100 <br />A "TE PROJECT MINER DRAWK MAE REV <br />G 1 00 940511 571300 8111725. <br />14 <br />L <br />B"' <br />ji� <br />AR NRIPI <br />tff;��tflvnll% Al flict:30 <br />0-61r)-. AP �%!:-K"*- <br />%".d:%s In 34 Im <br />Mom tr";c <br />L <br />7 `�97 <br />2600 FEDERAL AVE <br />1 -71 <br />p Rm' IFN <br />
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