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NEW STL ANGLE(S) IN/ ilig
(2)-5/8" cP EXPANSION id
NEW STL ANGLE ANCHORS INTO
IN/ (I)-5/8" GROUTED GMU CELL :rot iikr
EXPANSION
ANCHORS INTO
GROUTED GMU di FLD GOORD NEW CANT G3X5
CELL T.O. GRATE OR C4X5.4, TYBL
P. NEW CANT D '
I NOTE- LOCATE JOIST, WELDED
JOISTS BELOW TOGETHER 10/24/14
NEW CHMNEY UP
_ .i ed NEW HSS 3X3X3/I6
��� r COLUMN HI 1/4" TOP 4
E CA, A T 0 R w NEW L4 X 3 X 3/8 L- GER RE: NOTES
PERMITER 1/2" BTM PLATE (BTM OR ANY INFORMATION CONTAINED
L-ANGLE AT d - - Atte -' �, PL MATCH GNGTN BLW) WITHIN;ON A PROJECT OTHER THAN
a �P INDICATED IN THE TITLE BLOCK, 15
0 2' 4' 8' 0 GRATE a-I A'' PROHIBITED WITHOUT WRITTEN
® PERMISSION FROM bPSE. bPSE IS
1.1.611 0 NOT RESPONSIBLE FOR ERRORS
DUE TO SCALED DRAWIN65.
0 I der ► NEW I6 GA. STUDWALL REFER ANY QUESTIONS OR
„ v + /obit EXTENSION UP ONLY (TO
NEW HSS DISCREPANCIES TO bPSE PRIOR
SCALE:: I/4 = I '-0" p TO OR DURING CONSTRUCTION.
v f, MATCH EXSTNG); W/
NOTES: COLUMN w/ 3/8" p CANT NEW L4X3X3/8 STL - p (2)-LAYERS 5/8" DENSGLASS,
STL SIDE PLATES I J !X , (I)-LAYER 3/4" PLYWD $ 3/4"
(SIDE PLTS MATCH 1u w 0 + T 4 G TO MATCH EXSTNG
• SUPPORT NEW STEEL GRATE FLOORING AT PERIMETER WITH STEEL LEDGER RE: PLAN, AT GNGTN BLW) V v - LOCATE ON STEEL
GMU WALLS PROVIDE 5/8" EXP. BOLTS AT 16" O.G. (INTO GROUTED CELLS), TYP. \ — JOIST/BLOCKING, NOT GRATE -
• 0 INDICATES COLUMN DOWN OR THRU FRAMING. EQ EQ / EQ .( EQ '' EQ AREA OF
NEW MEGH DECK
• ■ INDICATES COLUMN UP FROM FRAMING OR STUB COLUMN. NEW 5 I/2" PLATFORM NOTE:
• tic' INDICATES EXISTING EXTERIOR GMU WALL. 16 GA. STUDWALL •CONTRACTOR RESPONSIBLE
• INDICATES AREA OF NEW MEGH PLATFORM GRATING. EXTENSION W/ DIAG REMOVE EXSTNG FOR TEMPORARY SHORING. O
BRAGING TO STL STL COLUMN •PLATFORM HAS BEEN
• - XXXX"-XX" - INDICATES TOP OF BEAM ELEVATION. RIM; IN/ (I)-LAYER DESIGNED TO SUPPORT A
• WELD NEW STEEL CHANNELS 4 ANGLES TO EXISTING WITH 3/16" BEAD WELDS FOR FULL 3/4" PLYWD 4 3/4" EXSTNG HSS3X3 20004* MECHANICAL UNIT, LI.
CONTACT AREA. T*G TO MATCH UFFERCOLUMFLATFORM PLATES w/ STL SIDE CONTACT
EXSTNG EIGHT EXCEEDS ASSUMED. FM..
•
FLOOR OPENINGS SMALLER THAN Q" x Q" SHALL BE BLOCKED OUT AND REINFORCED WITH STEEL ANGLES AROUND OPENING. _
• RE: GENERAL CONTRACTOR TO COORDINATE MECHANICAL UNITS, SUPPORT FRAME O
LOCATIONS, AND DIMENSIONS BETWEEN THE MEGHANICAL CONTRACTOR AND THE
STRUCTURAL STEEL SUPPLIER. D #
• VERIFY PLATE HEIGHT ELEVATIONS IN/ EXISTING CONDITIONS.
• ALL EXTERIOR WALLS ARE ASSUMED TO BE CONCRTUSTD OF 8" GMU WALLS FULLY GROUTED ILI
$ REINFORCED AT 16" O.G., TYPICAL. > t—
• THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND If:IinASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, 0 EXSTNG
SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN T.O. GRATE EXISTING CANT L3 1/2kei) ° ,./\‘'
CONNECTION WITH THE CONSTRUCTION WORK. X 3 I/2 X 3/8, TYP.
[(6)-PLACES] Lll
„ _ , EXSTNG HSS 3X3X3/16 ILI O
1 EXSTNG LI 1/2 X 3 I/2 X l8 LEDG R RE: NOTE :1COLUMNA1//44" TOP 4 lu , `
EXSTNG HSS ,_ O • j O � f V
p 3X3X3/16I I I I I I �� ' v j
0 COLUMN I EXSTN CANT W6X 12 STL BEAM ,► .
0 + NEW HSS DROP-ED >.
al COLUMN IN/ 3/8" EXST G L3 I/2 X3 1/2 X3/8 STL RIM p NOTE:
STL SIDE PLATES p it •CONTRACTOR RESPONSIBLE
(SIDE PLTS MATCH w 0 + FOR TEMPORARY SHORING.
\1 7
•PLATFORM HAS BEEN
GNGTN BLW) O DESIGNED TO SUPPORT A M
COW-
2000# MECHANICAL UNIT,
CONTACT ENG I NEER I F
NEW 5 1/2" WEIGHT EXCEEDS ASSUMED.
16 GA. STUDWALLF--
EXTENSION W/ D I AG REMOVE EXSTNG
BRAG ING TO STL STL COL-UP W
RIM; IN/ (I)-LAYER
3/4" PLYWD 4 3/4" NEW HSS 3X3X3/I6
EXSTNG MATCH 'M'I D E7L E F L A T F O R M' SIDE PLATES (SIDE COLUMN IN/ 5/5" TL
PLTS MATCH GNGTN
BUN)
NEW/ VRFY
(2)-5/8" 4' L
EXPANSION
ANCHORS 1 NTO
GROUTED GMUEXSTNG NEW (2)-C3X5 WELDED TO
CELL, TYP. $ T.O. GRATE EXISTING L-ANGLE JOISTS,
TYP. (PROVIDE STEEL
BLCKNG BELOW AS REG'12)
' _•at� _ _ _4&,. _ _ _ _A� _ _ EXSTNG HSS 3X3 —I Z
EXSTNG L3 X 3 X I/4 LEDGER RE: NOTES COLUMN-UP $ DWN ,_
IL 0
EXSTNG HORIZ L ,k 0
STL ANGLE IN/
ft (2)-5/8" EXP m , ADD VERTICAL WEB I-
0 BOLTS X EXSTNG CANT W6XI2TL BM STIFFENER AT w w Otu
0 , .0I ■ I Is I • EXSTNG HORIZ 0
O 0 DROPPED
+ ADD VERTICAL WEB I . . . � ANGLE V V V j
STIFFENER AT z I '� CKO O O N
IA EXSTNG HORIZ ANGLE < /"/ - - NOTE:
LI * WELD EXSTNG v di/ •CONTRACTOR RESPONSIBLE 0 p p p
HORIZ STL ANGLE TO 3 + FOR TEMPORARY SHORING. > IIII
VERTICAL STL ANGLE z m •PLATFORM HAS BEEN I I N N
,i DESIGNED TO SUPPORT A
I—
NEW G3 5 STL RIM
� 1500# MECHANICAL UNIT,
CONTACT ENGINEER I F
NEW 5 I/2" NEW HSS 3X3X3/16 AREA OF WEIGHT EXCEEDS ASSUMED. 1' I <t H
16 GA. STUDWALL COL-UP W/ 3/8" STL NEW MECH DECK \ \ N i- Q
EXTENSION W/ DIAG SIDE PLATES (SIDE EXTENSION d (iJ 1- 0
BRAG ING TO STL RIM; PLTS MATCH CNCTN ILW/ (1)-LAYER 3/4" BLH)
PLYWD 4 3/4" T$G TO < 0 00 0
MATCH EXSTNG
,
PERMITERL-ANGLE AT
GRATE, TYP LONER F L.A T ORM
STAMP
WELD TO 'OLp"010
PtC6G\t 1.
EXSTNG WHERE _''�
APPLICABLE ,,•:" v ,y//'{ rri/
s -'f 794 i
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PROJECT: 12'70
STRT DT: 8/2014
DRWN BY: PUP
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