B09_-_Attachment_2_-_Merchants_Exchange_vol_2_INDE_391_D311_-_Amend_0001_0001.pdf

Id 12

7S911D31

Vdl • v

A CASE HISTORY COMMENTARY

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL

HISTORICAL PARK

PHILADELPHIA PA

PART TWO

PROJECT CONSTRUCTION DRAWINGS

November 10 2005

PLEASE RETURN TO

TECHNICAL INFORW TlOr$j DENVER SERViCECENIER

NATO

N1

R

IEH KEAST HOOD CO

Structural Engineers

2151 6250099 2021 2231941

62594081fax 22319421fax

325 Chestnut Street Philadelphia PA 19106 2026 P Street NW Washington DC 20036 mailkeasthoodcom I wwwkeasthoodcom

Iffl KEASTHOODCO

A CASE HISTORY COMMENTARY

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

PHILADELPHIA PA

PART TWO

APPENDIX

PART TWO

PROJECT CONSTRUCTION

DRAWINGS

A set of the projects construction drawings are included as Part Two of the Case History Commentary of the Merchants Exchange Building The drawings consist of the following

SubSheet Numbers SO through S16 Construction Drawings DSI through D57 Demolition Drawings

PARTICIPATING PROJECT PERSONNEL

Keast Hood Co Nicholas L Gianopulos PE Structural Engineers Suzanne Pentz

Ole Wurtz

URS Corporation Nasser Massoudi PhD PE Geotechnical Engineers

National Park Service David Ballard AIA Denver Service Center

MERCHANTS EXCHANGE BUILDING

STANDARD ABBREVIATIONS FOR THE MERCHANTS EXCHANGE BUILDING

ASV ABOVE

ADJUST ADJUSTABLE

ARCH ARCHITECT

RF BOTTOM OF FOOTING

BM BMS BEAM BEAMS

80T BOTTOM

BO BOTTOM OF

BP BPL BASE PLATE

BRG BEARING

BRKT BRKTS BRACKET BRACKETS

BSMT BASEMENT

BTWN BETWEEN

C COURSE COURSES

CANTILD CANTILEVERED

CE CONCRETE ENCASED

CIND CINDER

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

COL COLS COLUMN COLUMNS

COMP COMPOSITE

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COV COVER

DEMO DEMOLITION

DLPR DEPRESSION

DIM DIMS DIMENSION DIMENSIONS

ANCHOR BOLT FB FOUNDATION BEAM

FLOOR DRAIN

P1 PLINTH

Po PASCALS

PC1PC2 ETC PILE CAP

PC PCS PIECE PIECES

PL PLATE

PMF PREMOLDED FILLER

PREP PREPARATION

PROJ PROJECT

PT PTS POINT POINTS

RCMU REINFORCED CONC MASY UNIT

REINF REINFORCEMENT

REQD REQUIRED

REQMTS REQUIREMENTS

RM ROOM

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SECT SECTS SECTION SECTIONS

SIM SIMILAR

SL SLOPE

SOG SLAB ON GRADE

SPECS SPECIFICATIONS

SPL SPLICE

DN DOWN

DITTO

DP DEEP

DTL DTLS DETAIL DETAILS

DWG DWGS DRAWING DRAWINGS

EA EACH

EL or ELEV ELEVATION

ENC ENCAS ENCASEMENT

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

FOR FDNS FOUNDATION FOUNDATIONS

FIN FINISH

FL FLOOR

FO FACE OF

FPFG FIREPROOFING

FREQ FREQUENCY

FRMG FRAMING

FS FAR SIDE

FTG FOOTING

GA GAGE

GALV GALVANIZED

GB GRADE BEAM

GIRD GIRDER

HPT HIGH POINT

HORIZ HORIZONTAL

KILONEWTON

kPo KILOPASCALS

LG LONG

LOC LOCATION

LT WT LIGHT WEIGHT

LW LWC LIGHT WEIGHT CONCRETE

M METERS

MASY MASONRY

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MTL METAL

MW METRIC WIRE

N DENOTES NEW

NEC NECESSARY

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

NVGD NATIONAL VERTICAL GEODESIC DATUM

NW NWC NORMAL WEIGHT CONCRETE

OC ON CENTER

OPG OPENING

SQ SQUARE

STL STEEL

TC TERRA COTTA

TEMP TEMPORARY

THK THICK THICKNESS

TO TOP OF

TOPG TOPPING

TYPICAL

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

W

WA

WITH

WALL ANCHOR

WWF WELDED WIRE FABRIC

GENERAL NOTES

1 REFER TO PROJECT SPECIFICATIONS FOR STANDARDS GRADES STRENGTHS OF

MATERIALS ENTERING THE WORK OF THIS PROJECT REFER TO SECTION 01120 OF

PROJECT SPECIFICATIONS FOR SEQUENCE OF STRUCTURAL PROCEDURES

2 121 C8 ETC ARE EXISTING STEEL FRAMING MEMBERS IN ENGLISH DESIGNATIONS

3 N W360x33 ETC ARE NEW STEEL FRAMING MEMBERS IN METRIC DESIGNATIONS

4 DECK TYPE SEE SCHEDULE ON DWG S16

5 CONNECTIONS OF NEW FLOOR FRAMING TO THE EXISTING STRUCTURE

UNLESS DETAILED OTHERWISE ARE WELDED CLIP ANGLES OR PLATES

6 MIN WELD SIZE 7 FOR TYPICAL STRUCTURAL CONNECTIONS

MIN WELD SIZE 5 TO CONNECT LEVELLING STEEL TO EXIST BEAMS SECT 5S16

7 NP INDICATES NUMBER OF NEW MINIPILE FOUNDATIONS PER LOCATION

8 NUMBERS IN BRACKETS I INDICATE TOTAL NUMBER OF SHEAR STUDS PER BEAM

TO BE WELDED TO EXISTING OR NEW BEAMS THE SHEAR STUDS ARE 19mmO HEADED STUDS x 89 LONG ARE UNIFORMLY SPACED

9 MARK INDICATES ASSUMED BEAM SIZE WHICH MUST BE VERIFIED DURING CONSTRUCTION

PHASE NOTIFY CONTRACTING OFFICER UPON COMPLETION OF DEMOLITION REMOVAL AND

EXPOSURE OF STRUCTURAL ELEMENT TO PERMIT INSPECTION AND VERIFICATION OF

CONDITIONS PRIOR TO DEVELOPMENT OF SHOP DRAWINGS

10 ALL BOLTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE ASTM A325 190 BOLTS

TIGHTENED TO SNUG TIGHT CONDITION UNLESS OTHERWISE NOTED

11 LINTELS FOR 914 DOORS IN 1016 MASONRY OPENINGS IN 203 CMU WALLS2 LINTELS 102x203 PRECAST w 1116 T BOT MIN 20684 kPo CONC 152 MIN BRG EACH END

12 INDICATES SPAN DIRLCTION OF FLOOR SLABS

13 SEE DRAWINGS 13 14 FOR REINFORCEMENT DETAILS OF CMU SHAFT WALLS 0

THE ELEVATOR NEW STAIR TOWER SEE SPECIFICATIONS FOR REINFORCEMENT

ANCHORAGE OF CMU PARTITIONS ELSEWHERE

14 EXISTING STEEL BEAMS WHICH PENETRATE MECHANICAL SHAFTS ARE TO BE

CONCRETE ENCASED TYP

OESG1NlO

KEAST HOOD

COMPANY

STRUCTURAL ENGINEERS

325 CHESTNUT ST

PHIIA PA 19106

215 6250099

NtGSLAP

51198

SUB SHEET NO

SO

ABBREVIATION SHEET

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWNC NO

41071

F

Pml

NOTE 13

NOTE12

GB2N

NOTE

N

II

s1

NEW 4

W200x3 LINT t

MECI^AL ROOMABOVE

TRANSFORMER

ROO

MECH RM

HI PT •EL I J6 6 Stt sl s

T1 A

S7J

NEW 304 CMU WALL

BACKFILL TO NEW RAISED

FIRST FL SLAG

SEI NOTE 11S2

r

EXIST SILL

EL 209M

NOTE

NOTE 6

NOTE 6

NEW 203 CMU

WALLS ON

EXIST FDN

TYP

NOTE 4

GRADE

406x508

DN E>lsl SUMP

THIS AREAWAY IS TO REMAIN

NO BACKFILL R O D

PROVIDE NEW 203 CMU CLOSURE

WALL 0 INSIDE FACE w 406x

406 BLOCKOUT PER DWG El s

NOTE SEE ARCH DWGS

FOR LOCATIONS OF NEW

CMU WALLS DOORS TYP

NEW 203

MU WALL

EXIST

BACKFILL

AREA

BASEMENT FLOOR PLAN

SCALE oA

BASEMENT FIN FLOOR EL 209M UNO

PREFABRICATED KEYED

CONSTRUCTION JOINT

w160406x610

SMOOTH DOWELS

CRUSHERRUN GRANULAR

FILL COMPACTED ABOV

10 MIL VAPOR BARRIER

RETARDER

Jt

TOOLED JOINT

OR PREMOLDED

FILLER

J2 e x

NEW 20

WALL

ID

NOTE 9

TYP

EXIST SILL

EL 209M

NOTE

SQGf

N mmTAR T01YER 2 NEW 114mm 114 50G

S14 SLAB ON GRADE

TYP TO SL

J3 EL 209 M It

NOTE 4

J34 SIDES

NOTE 6

NOTE NEW S

ENCASE LOWEST EXIST

RISER MATCH ELEV

09 OWEST TREAD

EXIST SILL

L 188M

NNo

JOINT SEALANT

13 CELLULAR

JOINT FILLER

J3

JOINT SHOWN IS AT CMU WALLS

JOINT 0 EXIST EONS NEW CONC

COLUMNS ARE SIMILAR

NEW DEPR 127 SLAB

L 1 5M HI PT 0

EDGES PITCH 38 TO

REINF CONC

406 SQx305 SUMP

FUTURE 10 MIL

VAPOR BARRIER

102 GRANULAR FILL

NOTE 61

114 FUTURE STAB

64 FUTURE FL

FINISH DEPR

NOTE SEE ARCH DWGS

FOR LOCATIONS OF NEW

CMU WALLS DOORS TYP

AASHTO 57

J4

EXIST FTC CONSTR

CONDITION TO BE

CONFIRMED

+4 a

EXTEND VAPOR BARRIER

UNDER SLAB EDGE TO

LAP w FUTURE CONSTR

SCALE Q

0254x610 DOWELS

CONT TOP

0R O

T

EXIST 203 CMU OR

130406 GROUTED

NTO COR S

WOOD FORMED SLAB

EDGE w 29 89 KEY 10729x+ 0 e i5

SLAB ON NQTES

1 APPLICABLE SPECIFICATION SECTIONS

EARTHWORK 02210

CASTINPLACE CONCRETE 03300

2 EXTENT OF NEW SLABONGRADE

SECTION

3 NEW CMV WALLS SFF ARCH DWGS FOR LOCATIONS

4 UNO BSMT FL SLABS AT ELEV 209M ARE TO BE 114 THICK OF 24132kPo NORMAL WEIGHT CONE WWF REINFORCED STEEL TROWEL FINISHED MECHANICAL TRANSFORMER ROOM SLABS AT ELEV 135 ARE TO BE 127 THICK OF 24132kPo NORMAL WEIGHT CONC WWF REINFORCED STEEL TROWEL FINISHED

MECHANICAL TRANSFORMER ROOM SLABS SHALL HAVE AN APPLIED SURFACE HARDENER

REINFORCE SOGs w 152x152MW 187x187

5 SLABS ARE TO BE CONSTRUCTED PER THE RECOMMENDATIONS OF ACI 30218 96 ACI 2243R 95

CHAPTER 5 THE BSMT SLABS ARE TO COMPLY WITH FLOOR CLASSIFICATION NUMBERS 1 2

6 DEPRESSED SLABS ARE NIC SEE DETAIL L4 GRANULAR FILL REQUIRED OVER VAPOR BARRIER IS TO BE

STOCKPILED AGAINST BASEMENT WALLS FOR FUTURE USE

7 THE BSMT SOG IS TO BE CONSTRUCTED WITH THE FOLLOWING JOINTS WHICH ARE ILLUSTRATED IN

SECTIONS SHOWN IN PLAN ON THIS SHEET

J1 CONSTRUCTION JOINT

J2 CONTROL JOINT

J3 ISOLATION JOINT

J4 DEPRESSION EDGE JOINT FOR FUTURE SLABS

J5 SLAB EDGE BETWEEN FLOOR LEVELS

8 CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER FOR REVIEW APPROVAL THE PROPOSED

SOC CONSTRUCTION SCHEDULE THE MANUFACTURED JOINT ITEMS TO BE PROVIDED INCLUDING

ACCESSORIES FOR MAINTAINING WWF AT SLAB MIDDEPTH

DENOTES NEW FLOOR DRAINS SHOWN ON PLUMBING DRAWINGS PITCH SLABS FROM EL 209M HPT

TO DRAIN RIM PER SLOPE OF 7512

EXISTING STAIR NOTES

10 SEE THIRD FL PLAN DWG S4 NOTES 15 16 ABOUT CONC LEVELING FILLS

11 NEW 203 CMUHOLLOW NONLOAD BEARING UNITS REINF HORIZ w TRUSSSED JOINT REINF TYPICALLY

ANCHOR TO CONE ENCASED BSMT COLS SA 6A w 12 GA DOVETAIL ANCHORS 0 406 ANCHOR CMU TO COLS ABOVE FIRST FL w ADJUSTABLE 12 GA GALV CORRUGATED ANCHORS 0 406 +

12 CA GALV SLOTTED CHANNELS WELDED TO COI WEBS OR FLANGES ANCHOR CMU TO EXIST OR

NEW BEAM WEBS w SLOTTED CHANNELS CORRUGATED ANCHORS PER ABOVE BOTTOM FLANGE

CORRUGATED GALV BEAM ANCHORS 0 406

SI

NEW 203 CMU

N O

EL 209M

2 13 CONT

NEW 203 CMU 0 SHORING

TOWER LOCATIONS

1 EL 135M

HPT

SECTION

SCALE

DLSIGNLO

TECH

DATE

NLGSNP

is

RENE

51198

Im

SCALE Q

2m SCALE Qp

SUB SHEET NO

EXIST W24

BEYOND

0 2

SECTION

SCALE o8

SCALE OF METERS

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

TITLE OF SHEFI

BASEMENT FLOOR PLAN

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

SI1

Tm

8m

DRAWING NO

41071

PKG

NO

1L

SHEET

01 43

NEW

SCALE ®8

FIRST FLOOR FRAMING PLAN

SCALE oA

EXIST NEW FIN FL ELEV PER NVGD DATUM IS 592 M UNO

SECTION

MECH SHAFT

152 51

S1

NEW SLAB w

REMOVABLE HATCH

SEE DWG S12

IREMOVE MARBLE STEPS

AND RESET

REMOVE MARBLE COPING AROUND

PREVIOUS AR07WAY AND RESET

BACKFILL ABANDONED SHAFT w AASHTO 57

PAVINGSEE ARCH DWGS S UCTURAL SECTIONS

NEW 203 CMU WALL

J• TO EXIST BM TO

0NI3 EW DECK

VARIES 374 TO 196

fQTE EXIST STEEL BEAMS IN COL

AREA 1828347812 13 ARE

SLOPING DOWN TOWARDS EAST

INSTALL NEW C250 AND C180 IN

THIS AREA TO SUPPORT NEW STEEL DECK

USE DETAILS AS2 BS2

DETAIL

SCALE 0

NORTHSOUTH

DETAIL

NEW C250x23 TOP LEVEL 0 394 HtLOW IsfLOOS

EXIST SLOPING 121 C12

DEPRESSION

n L

Is

04 A s2J

C200

TLI

WOOD FORMED

TYP

4 CONT TYP

2 LAYERS

WWF

SLAB NEW C200

NEW C180

EASTWEST

CONSTRUCT NEW SOG

TO FINISH FL ELEV

TURN DOWN SLAB DOWEL

TO EXIST SLAB BELOW

DETAIL

SCALE

S1

NOTES

2 FLOOR CONSTRUCTION OF 1902 STEPS OR SLOPES DOWN WEST TO EAST

AS NOTED IN SECTIONS STEPPED OR SLOPED EXIST CONSTRUCTION

REQUIRES ADDITION OF SUPPLEMENTARY MISCELLANEOUS STEEL SHAPES

TO PROVIDE LEVEL SUBSTRATE FOR INSTALLATION OF NEW

COMPOSITE STEEL FLOOR DECK SEE SHEET S21 FOR NEW

OVERBUILD LEVELING STEEL PLAN DESIGNATION OF COMPOSITE

STEEL DECK SHOWN THUS

3 PROVIDE NEW COLUMNS 18 28 FROM BASEMENT TO ATTIC GIRDERS

4 PROVIDE NEW COLUMN 138 FROM BASEMENT TO ATTIC FLOOR

FOR NEW STAIRWAY

5 TEMPORARILY REMOVE EXTERIOR DOORS TO PROVIDE EQUIPMENT ACCESS

ONTO FIRST FLOOR FOR INSTALLATION OF MINIPILE FOUNDATIONS

FOR COLS 182B12A13A 138 PROVIDE TEMPORARY SHORING AND

RUNWAY PLANKING TO SUIT WEIGHT OF DRILLRIG BEING PROVIDED

EXTENT OF NEW FLOOR CONSTRUCTION

EXISTING FLOOR SLAB TO REMAIN

INDICATES TOTAL NUMBER OF NEW 19mm SHEAR STUDS WELDED

TO BEAM TOP FLANGE

10 INDICATES NEW CMU WALL SEE ARCHITECTURAL DWGS FOR LOCATIONS

11 REMOVE 914x15241 PC OF EXIST SLAB FOR BACKFILLING OF NEW BSMT CMU INFILL WALL w AASHTO 57 BACKFILL EXIST FIRST FL OEPR w AASHTO 57 ASSUME 7OM3 AASHTO 57 REQUIRED

CONSTRUCT NEW 102 SOC TO FINISH FL ELEV TURN DOWN SLAB

AT DOORS AND DOWEL TO EXIST SLAB INFILL 1372x1981 WALL

OPG W 203 CMU

®12 DEPRESS SLAB TO DIMENSIONS INDICATED fi REFER TO SECTIONS

AND PLAN NOTES FOR PARTICULARS

REFER TO DEMOLITION DWG DS2 FOR CONSTRUCTION MATERIAL REMOVED

TO PERMIT RECONSTRUCTION OF FIRST FLOOR

REMOVE 75 LTWT CONC TOPPING EXIST 4 1958 STRUCTURAL SLAB

IS TO REMAIN NEW FLOOR IS TO BE DEPRESSED 51 IN THIS AREA FOR

FUTURE TILE FINISH w SELFLEVELING CONC UNDERLAYMENT

PROVIDE INTERMITTENT

EAM

EXTEND C180 OR

PROM OTHER

DECK SUPPORT

CC9

NEW CONT

TS102x76x79

C230x20x152

BLOCKSPACERS 0

ENDS 13 PTS

A

TYP 406

TO

STL

36 PL

L76x64x76

CONN CLIPS

a° n

T9

STL

$2

DATE

ECU Niwlw

5II98

NITO

STL

LOOKING NORTH SHOWING 1st FLOOR REPLACEMENT

SLAB W SUPPLEMENTAL FRMG OVERBUILD TO EXIST 1902

STEEL STRUCTURE

WELD 4 CLIP Ls 64x64x79x10 LONG

0 457 OC REINFG

EAST END OF BM

SCALE ©

SCALE Q8

2m 0 2 4 6 8m

SCALE Q

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

SUN SHEET NO

S2

N

NEW CONT C200+

127x102x152 BOT CONNECTOR PLs

LOCATE 0 14

PTS OF END SPAN

lm

1m 0

SCALE OF METERS

TIRE OF SHEET

FIRST FLOOR

FRAMING PLAN

NEW CONT C18Ox15+

127x102x152 BOT CONNECTOR PLs 0

ENDS 14 PTS

GIRDER

S2e

1m

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWING NO

41071

PKG

NO

FS

SHEET

t6 or 43

NOTES

1 FLOOR CONSTRUCTION OF 1902 STEPS OR SLOPES DOWN WEST TO EAST

AS NOTED IN SECTION 2S2 STEPPED OR SLOPED EXIST CONSTRUCTION

REQUIRES ADDITION OF SUPPLEMENTARY MISCELLANEOUS STEEL SHAPES

TO PROVIDE LEVEL SUBSTRATE FOR INSTALLATION OF NEW COMPOSITE

STEEL FLOOR DECK

2 TO STL OF EASTWEST EXIST 101 121 BEAMS IS ASSUMED TO BE

ELEV +5740 ADD C75x7 CONTINUOUS TO TOP FLANGES AS

SUBSTRATE FOR NEW 140 133 MIN COMPOSITE STEEL FLOOR DECK

TO STEEL OF EXIST 36 PL GIRDER RESPECTIVELY NORTH OF COL 15

AND SOUTH OF COL 16 ARE ASSUMED TO BE AT ELEV 5876

3 EXCEPTING FOR CENTRAL BAY EAST OF COLS 12 13 TO STL OF

EXIST EASTWEST 121 BEAMS IS ASSUMED TO BE ELEV +5679

ADD TS102x76x64 CONTINUOUS TO TOP FLANGES AS SUBSTRATE FOR

NEW 140 133 MIN COMPOSITE STEEL FLOOR DECK

4 EXCEPTING FOR CENTRAL BAY EAST OF COLS 7 8 TO STL OF

EXIST EASTWEST 121 BEAMS IS ASSUMED TO BE ELEV +5537

ADD C18Ox15 CONTINUOUS TO TOP FLANGES AS SUBSTRATE FOR

NEW 140 133 MIN COMPOSITE STEEL FLOOR DECK

5 EXCEPTING FOR CENTRAL BAY EAST OF COLS 3 4 TO STL OF

EXIST EASTWEST 121 BEAMS IS ASSUMED TO BE ELEV +5387

PROVIDE 2 WAY GRID OF CHANNELS AS SUBSTRATE FRAMING FOR NEW

140 133 MIN COMPOSITE STEEL FLOOR DECK BOTTOM LAYER OF

SUBSTRATE FRAMING CONSISTS OF C200xl7 IN NORTHSOUTH AND UPPER LAYER CONSISTS OF C180x15 IN EASTWEST

6 VARYING TOP OF STEEL ELEVATIONS OF THE EXIST FRAMING OF ALL

FLOORS REQUIRES RECORDATION OF INDIVIDUAL MEMBER ELEVATIONS

FOLLOWING DEMOLITION OF FLOOR SLABS USE SHEET S22 FOR

CONTRACTORS SURVEY RECORDATION SHEET

FIRST FLOOR FRAMING PLAN

OVERBUILD LEVELING STEEL

FIN FL EL 592M UN0

7 DEPRESS SLAB TO DIMENSIONS INDICATED b REFER TO SECTIONS

AND PLAN NOTES FOR PARTICULARS

8 ASSUMED NEW OVERBUILD LEVELING MEMBERS DESIGNATED THUS

2m 0 2 4 6 8m

SCALE OF METERS

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

51198

FIRST FLOOR FRAMING

OVERBUILD PLAN

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWING NO

41071

PKG

NO

IL

FIRST FLOOR FRAMING PLAN

NTS

SECOND FLOOR FRAMING PLAN

NTS

THIRD FLOOR FRAMING PLAN

NTS

NOTES

1 RELATIVE ELEVATIONS BETWEEN FLOOR FRAMING MEMBERS WITH RESPECT

TO EACH OTHER AND EXISTING FLOOR ELEVATIONS HAVE BEEN FOUND TO

VARY FROM FLOOR TO FLOOR FOLLOWING DEMOLITION REMOVAL OF

EXISTING FLAT TERRACOTTA ARCHES AND CONCRETE FILLS CONTRACTOR

SHALL SURVEY FLOOR FRAMING OF Ist 2nd 3rd FLOORS AND NOTE

TOP OF STEEL ELEVATIONS OF ALL MEMBERS AND PLAN LOCATION OF

EXISTING FRAMING MEMBERS WITH RESPECT TO NEW FRAMING BEING

PROVIDED FIELD SURVEY INFORMATION Of EXISTING FRAMING FOLLOWING

DEMOLITION IS TO BE RECORDED ON PLANS PROVIDED ON DRAWING S22

AND SUBMITTED TO THE CONTRACTING OFFICER FOR RECORD DETAILING

OF STRUCTURAL STEEL AND METAL DECK SHALL BE BASED UPON

CONFIRMED FIELD SURVEY INFORMATION

2 EXISTING STEEL FRAMING AT ATTIC AND ROOF LEVELS WILL REQUIRE PARTIAL

FIELD SURVEY FOR PLAN LOCATION AND TOP Of STEEL ELEVATIONS WITH

RESPECT TO LIMITED NEW FRAMING BEING PROVIDED STRUCTURAL STEEL AND

METAL DECK SHOP DRAWINGS SHALL BE BASED UPON CONFIRMED FIELD SURVEY

INFORMATION

DATE

5Ii9A

FLOOR FRAMING

SURVEY

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWING NO

41071

PKG

NO

412F 18

EXIST STONE

LINTEL HELOV

NOTE 5

SECTION

NEW 203 CMU WALL

C12 NF C12 11A C12 5

WA C12 WA C12

121 121 121 121 121

0 5

121 121 1 1

S3 121 121 SII

J W0 121 rc 121 121 121 A w ct

121 0 121 121 121 G4

101 •k 1 I n

R C

C 0 J

IOI

W310x33 121 3 121 a

NT e an N N I

121 121 121 s11 n IC

C200x17 x 200x17

NOTE 2

W46Ox74

DEPRESS SEA

50mm FOR

FUTURE TILE

FLOORING

REMOVE EXIS

3 IT WT

TOPPING

REPLACE w

NEW

SELFLEVELING

UNDEREAYME

GALV 1T27x8 x95 ANCHOR

TO MASONRY

PIERS 4x

USE 160

STAINLESS ST

ANCHORS SE

IN EPOXY w

SCREEN TUBE

51 DEPRESSION M

PROVIDE 4 CONTROL JOINTS TOOLED

IN NEW 127 SLAB REINFORCE w

130305 BOT EA WAY

NO

FIN FL EL 996m UNO

SECOND FLOOR FRAMING PLAN

SCALE p S3

12I 121

T21 151

1 49

130305x914

+WWF

171±

95f

121 1

21151

152x152 MW 285x285 WW

MATS TYP

133± 83±

NC150x12 TYP

SECTION

SCALE

PREFABRICATED

CLOSURE PC OR

WOOD FORMEDw 2x25 CONT

TOP BOT

95±

CONT BUT

SEGMENTED

POUR STOP

BTWN APSE BMS

PROVIDE Cs w

SHOP BENT CLIP

CONN I89x89x64x102

76 MIN 0

151 VARIES

SECOND FL

996M

CONTR TO

CONFIRM BRG

LENGTHS

INSTALL N CTSO12

FRAMING UN

DEPRESSED AREA

TO C150 0 89

BELOW TO EXIST 201

SECTION

SCALE BQ

EXIST

SECTION

SCALE Q

5 ALL EXISTING VERTICAL WALL CHASES RADIATOR RECESSES UNUSED

BEAM POCKETS ETC ARE TO BE INFILLED w 102mm BRICK

FULLY TOOTHED BONDED FLUSH INSIDE FACE ASSUME 42M2

QF WALL AREA REQUIRED FOR 2nd FLOOR

NCTE

10 INDICATES NEW CMU WALLS SEE ARCHITECTURAL DWGS FOR LOCATIONS

11 INDICATES ASSUMED BEAM SIZE TO BE VERIFIED SEE NOTE 9 DWG SO

®12 DEPRESS SLAB TO DIMENSIONS INDICATED 0 REFER TO SECTIONS

AND PLAN NOTES FOR PARTICULARS

ALL INI ILLS ARE TO

BE TOOTHED BONDED

TO EXIST MASONRY

TOOTH BRICK WORK

INTO PIERS FROM ONE

SIDE AT A TIME

DESIGNED

NLCSMP

CADS

JSw

TECH REVIEW

DATE

5119e

1 REFER TO DEMOLITION DWG OS3 FOR CONSTRUCTION MATERIAL

REMOVED TO PERMIT RECONSTRUCTION OF SECOND FLOOR

2 VARYING TO STEEL ELEVATIONS OF EXIST FLOOR FRMG REQUIRES

ADDITION OF SUPPLEMENTARY MISCELLANEOUS STEEL SHAPES TO PROVIDE

LEVEL SUBSTRATE FOR INSTALLATION OF NEW COMPOSITE STEEL FLOOR

DECK SEE NOTE 1SHEET S22

3 PROVIDE NEW COLUMNS 18 2B FROM BASEMENT TO ATTIC GIRDERS

PROVIDE NEW STAIR TOWER FRAMING FROM BASEMENT TO ATTIC

6 PROVIDE NEW REINF CONC SLAB 127 DP 8 PLYWOOD FORMED +

RIGID INSULATION w NAILABLE TOP SURFACE FOR NEW ROOF

SEE ARCH DWGS FOR NEW ROOF CONSTRUCTION

COORDINATE w ELECTRICAL REQMTS FOR FLUSH BOX LOCATIONS

7 EXTENT OF NEW FLOOR CONSTRUCTION

8 EXISTING FLOOR SLAB TO REMAIN

9 INDICATES OF NEW 19mm SHEAR STUDS WELDED TO BEAM TOP FLANGE

13 REFER TO SECTIONS 7 8S16 FOR NEW WALL ANCHORAGE DETAILS

NOTED WA ON PLAN

14 ASSUME IN DESIGNATED AREAS THAT NEW SUPPLEMENTAL LEVELING STEEL

CONSISTING OF TS64x64x64 ANDOR TS114x114x64 WILL BE REQUIRED

NEW 102 BRICK INFILL

TYP 0 ABANDONED

RADIATOR RECESSES

NEW 102 BRICK INFILL

TYP 0 ABANDONED

WALL CHASES

PARTIAL ELEVATION OF ASONRY REPAIRS

Nr5

SCALE •q

NOTE INFILLS ARE ONE WYTHE DEEP FLUSH INSIDE FACE

SCALE

SCALE ©B

SUB SHEET NO

S3

1m 0 1m 2m 3m 4m

1m 0 1m

2m 0 2 4 6 8m

SCALE

SCALE OF METERS

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

TITLE OF SNFET

SECOND FLOOR

FRAMING PLAN

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWING NO

41071

PKG

NO

FEI

SHEET

or

EXIST

CONT L89x64x64 w BRACKETS 0

610 FIELD WELDED

TO BEAM

NOTE 14

CORE SLAB INSTALL CORE SLAB INSTALL

10 990 STUDS ON 46 190 STUDS ON

EACH 12WF27 24WF76

THIRD FL

EXIST

64• 64203 W200x36

CONNECT TO

EXIST COLS

R=934kN

FUTURE RAIL NIC FOR NOTES

COMPACT 0 ACE SYSTEM

CENTERED OVER NEW FRMG 1

ROUGH TROWEL

FINIS H CURE

PROTECT w

POLYETHELYNE

COVER

REFER TO DEMOLITION DWG OS4 FOR CONSTRUCTION MATERIAL

REMOVED TO PERMIT RECONSTRUCTION OF THIRD FLOOR

VARYING TO STEEL ELEVATIONS OF EXIST FLOOR FRMG REQUIRES

ADDITION OF SUPPLEMENTARY MISCELLANEOUS STEEL SHAPES TO

PROVIDE LEVEL SUBSTRATE FOR INSTALLATION OF NEW COMPOSITE

STEEL FLOOR DECK SEE NOTE 1SHEET S22

3 PROVIDE NEW COLUMNS 1B 28 FROM BASEMENT TO ATTIC GIRDERS

4 PROVIDE NEW STAIR TOWER FRAMING FROM BASEMENT TO ATTIC

5 COMPOSITE STRENGTHEN EXIST 36 PL GIRDER

AS SHOWN IN SECTION 2S4

I r 6 ALL EXISTING VERTICAL WALL CHASES RADIATOR RECESSES UNUSED BEAM POCKETS ETC ARE TO BE INFILLED w 102mm BRICK

FULLY TOOTHED BONDED FLUSH INSIDE FACE ASSUME 1DM2

OF WALL AREA REQUIRED FOR 3rd FLOOR

DETAIL

SCALE

ALTERNATE 1

EXTENT OF NEW FLOOR CONSTRUCTION

NEW COMPOSITE STEEL DECK SHOWN OA OR •C

EXISTING 1958 INFILL CONSTRUCTION TO REMAIN

SEE DETAIL AS4 FOR DEPRESSED SLABS AT COMPACT SHELVING UNIT

TRACKS IN THIS AREA COORDINATE w ARCH OWGS MFRS DATA

•J 10 INDICATES OF NEW 19mm SHEAR STUDS WELDED TO TOP FLANGE OF

NEW OR EXISTING BEAMS

X111 INDICATES NEW CMU WALLS SEE ARCHITECTURAL DWGS FOR LOCATIONS

12 INDICATES ASSUMED BEAM SIZE TO BE VERIFIED SEE NOTE 9 DWG SO

13 DEPRESS SLAB TO DIMENSIONS INDICATED 0 REFER TO SECTIONS

AND PLAN NOTES FOR PARTICULARS

14 REFER TO SECTIONS 7 8S16 FOR NEW WALL ANCHORAGE DETAILS

NOTED WA ON PLAN

15 EXIST 1958 SLABS REQUIRE TAPERED LWC LEVELLING FILLS

SCARIFY OR SANDBLAST FLOOR SURFACES VACUUM CLEAN FOR

APPLICATION OF BONDING AGENT DAMP CURE CONC W APPROVED

POLYETHYLENE COVER

16 ASSUME IN DESIGNATED AREAS THAT NEW SUPPLEMENTAL LEVELING

STEEL CONSISTING OF T$89x64x64 WILL BE REQUIRED

DEPRFSS SLAB

50mm FOR

FUTURE TILE

FLOORING

REMOVE EXIST

33 LTWT

TOPPING

REPLACE w

NEW

SELFLEVELING

UNDERLAYMENT

FIN FL EL 1528M UNO AT NEW RAMP TO EXIST LANDING EL

RIGHT OF GIRDER WEB

ALTERNATE LEFT

1521M AT NORTHEAST STAIR

DOWNSPOU CHAP SES ARE

TO REMAIN ALL 4 CORNERS

AT ALL FLOORS

SIS4

17 RAMP FLOOR 70 BETWEEN 1528M 1521M

CONSTRUCT PER ARCHITECTURAL DRAWINGS

THIRD FLOOR

EXIST 121

AREA 0 COLS

7 8 12 13

NORTH OF

COLS 12 7

WHEN TO EXIST BMS ARE MIN 165

BELOW FIN FL USE 38 STL DECK +

76 CONC DIRECTLY ON TO EXIST BMS

IF CLEARANCE TO TO BMS IS LESS THAN

165 THEN USF ALTERNAIL2

0 762 TO EXIST BMS

L x 1x64 BRACKETS

WELD 176x76x64+

DETAIL

SCALE OB

ALTERNATE 2

LOWER BOT OF NEW SLAB BELOW 10

EXIST BMS SUPPORT ON CONT BRACKETS

SCALE OB

SCALE UA

lm 0 lm

2m 0 2 4 6 8m

SCALE OF METERS

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

127x381x9144 LONG

CENTERED ONMIDPOINTOF GIRDER

TO 80 GIRDER

SECTION

SCALE Q

NOTE 5

S4

SECTION

SCALE QB

NOTE 6 J NOTF FXIST CORNFR

SECTION

SCALE

DESIGNED

NLGSLAP

CADO

51198

S4

THIRD FLOOR

FRAMING PLAN

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWING NO

41071

PKG

NO

IL

COO

O

1 PROVIDE NEW COLUMNS IB 28 FROM BASEMENT TO ATTIC GIRDERS

2 PROVIDE NEW COLUMN 138 FROM BASEMENT TO ATTIC TRUSS

FOR NEW STAIRWAY

AmcW 3 INDICATES NEW CMU WALLS SEE ARCHITECTURAL DWGS FOR LOCATIONS

61 61 61 6 1 n ao ro n n v n

N n

N N n n

NEW REM VEABLE D

GUARDRAI S 0

2 SIDES F FLOOR

EXTENSIO

181 81 81 81 81

BI p

N 61

IM n n Z 55 a NOTE 8 NOTE t t

07 O 18 508gL4 PL GIRD ER 32 PL GI ER

L i 14 15ef

18 i V Lx P 6 L

6WF40

MO 10 11 NOTE 10

St

L S C Ox1 ro

En n TYP $t`

200x1 =e f

W o° NOTE NC U y n n 3 0 o o

I

12 Ox I

61T N m o• 14WF34 SLAB 00

D

N8 7 iBE

1 F 1E 1 F t 20 Y

I 1 I i t• n v PY I FR N1 151 r n

ET 81EXIST

6451305

N WI 5022

I

ATTIC FRAMING PLAN

EXIST NEW FIN FL EL IS 1905 M UNO

SCALE ®

6lI ITT I

CONT 380 RAIL

380 POSTS 0

1219 MAX

380 INTERMEDIATE

RAILS 8TWN POSTS

10 NOSING BARS TYP

NEW CONC STAIR

SEE SPECS

CONNECT TO EXIST

1BI GIRDERS R=356kN

SECTION

SCALE

SCALE

SCALE B®

SCALE ®

im 0

1m 0 Im

2m 0 2 4 6 8m

SCALE OF METERS

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

SECTION

SCALE ®

10 DOWELS INTO

EXIST SLAB

3 PER SIDE

SET IN GROUT

SECTION

SCALE ®

18WF

CONT 64100

18WF

S L KICK PL JL102x89x9 5 CLIPS

+ Ll 2x89x9 2005xLONGSEAT 0 TOP

OF 121

SECTION

SCALE QB

4 EXTENT OF NEW FLOOR CONSTRUCTION

5 EXISTING FLOOR SLAB TO REMAIN

6 NEW PARTIALLY REINFORCED 200mm CMU SHAFT TO UNDERSIDE OF ROOF SLAB w PRECAST CONC LINTEL 0 ELEVATOR DOOR OPG

PER SECTION 1S13

7 TOP OF NEW STEEL FRAMING TO MATCH EXISTING

VARY SLAB THICKNESS AS NECESSARY

8 NEW STEEL STAIR w ALTERNATING TREADS TO WOOD PLATFORM ABOVE

PER SPECIFICATIONS COORDINATE NEW STEEL FRAMING w BASE OF STAIR

TOTAL RISE IS APPROXIMATELY 2616 V1F

9 190 STUDS WELDED TO FRAMING 0 PERIMETER OF SHAFT

PER SECTION 1S13

10 INFILL EXIST OPENINGS w 103 SLABS SUPPORTED ON L 103003 FRAMES ALSO INFILL EXIST SLABS PIPE OPENINGS w CONC BEVEL EXIST EDGES

NLCSMP

JSw

TECH REVIEW S5

ATTIC FLOOR

FRAMING PLAN

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWING NO

41071

PKG

NO

412F

1 EXIST 1958 CONCRETE ROOF SLAB TO REMAIN

2 EXIST 1902 CONCRETE ROOF SLAB TO REMAIN

TYP 1958 ROOF CONSTRUCTION

BULL TEES 0 2858 CCw 212 LTWT CONC

PERLITE ON 1 FORMBOARD

NOTE IN HEMICYCLE AREA ONLYALbW 1902 CONC SLAB EXISTS

ABOVE LOW 8ls

TP

NEW Ls102x102x95 BTWN

EXIST 101 BEAMS

EXIST Ls 4x4x12 I PLUG WELD TO EXIST Ls

TYP CURVED PLATE MEMBERS

S 1902 CONC S

CARRYING BULB TEES 1958 PERLITE

I 1156

SECTION n

SCALE 8 56

NOTES

A REPLACE EXIST CHIMNEY w NEW ANGLE SUPPORTED

BRACED CHIMNEY OF SAME DIMENSIONS AS EXIST

CONSTRUCTION DETAIL ALL JOINTS w GUSSET PLATES

MIN OF 4 170 BOLTS PER JOINT

SECTION ILLUSTRATES FRAME REOD FOR EAST WEST

SIDES OF CHIMNEY PROVIDE ALSO TOP CONNECTING

ANGLES BETWEEN FRAMES

B REFER TO ARCHITECTURAL DRAWINGS FOR BRICK

FLASHING LOUVER DIMENSIONS

ROOF FRAMING PLAN

SCALE A gS6 lm 0

SCALE ®

SCALE OF METERS

1m

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

NLCSUP

S6

ROOF FRAMING PLAN

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAW G NO

41071

PKG

NO

41 22

SEE ARCH DWGS

59 DRYPACKING

GRADE ELEVS

VA Y 203

AASHTO 57

NEW 203 SOLID

CMU + PARGING

19 w LIQUID

APPLIED

WATERPROOFING

BREAKUP WINDO

WELL BOTTOM

LEAVE IN PLACE

SECTION

SCALE

SHOWING TYPICAL INFIWNG OF BASEMENT

WINDOWS WINDOW WELLS SEE PLAN

1S1 FOR LOCATIONS OF INFILLS

REINFORCE EXTERIOR CMU w TRUSSED

JOINT REINFORCING 0 203

LOOR

PTf

45721 lnnoaoa 9LQQ9 m

EXIST 121

EXIST DIMS TO BE CONFIRMED

MTS OF N W FRAMING

ATTIC FLOOR LEVEL

1905M

THIRD FLOOR LEVEL

1528M

SECOND FLOOR LEVEL

996M

BASEMENT FLOOR

LEVEL 209M

NEW 102 CM U 4 INFILLS REO D

SEE PLAN 1 S1 FOR LOC S

REMOVE WINDOW SASH

FRAMES ALL OPENINGS

ROUGHEN ALL JAMBS

PROVIDE DRILL

GROUTED DOWELS 16 0

203x460 WALL EMBED 204

REMOVE EXIST DRAIN LINES

REPAIR WALL

BOT OF EXIST INVERTED

BRICK ARCH

NOTE 1

SEE DETAIL AS7 SECTVS

F ICAL NEW PLINTH CON

TRANSVERSE SECTION LOOKING EAST

SCALE ® SEE NOTE 4

S1S2S3 S4S5S6

S7

NEW ENO DIAGONALS FOR SHORTENED

2TRUSS AT COI 9

SEE DTLS A CS15

DESIGNED

NECSW

GADO

CAIE

JSW

TECH RENEW

NOTES

51198

1 REFER TO SHEET OSI PER NOTE 04 FOR EXPLORATORY PITS

TO CONFIRM EXISTING FOOTING AND COLUMN BASE CONDITIONS

2 REFER TO SHEET DSI PER NOTE 04 FOR COMPOSITE CONCRETE

ENCASEMENT OF BASEMENT COLUMNS

3 REFER TO SHEET S9 FOR COMPOSITE ENCASEMENT EXTENTS

OF INDIVIDUAL COLUMNS

4 TRANSVERSE SECTION WHILE TAKEN AT LOCATION OF COLUMNS NOTED

IS TO BE USED AS A GENERAL REFERENCE SECTION REFER TO

INDIVIDUAL PLANS SECTIONS DETAILS AND PROJECT SPECIFICATIONS

FOR SPECIFICS

LOCATE REINFORCEMENT E l EXIST STEPPED

AT CENTER

I EXIST COL PLINTH I FOOTING

D

DETAIL AT TYPICAL PLINTH P1

n ro

SECTION

SCALE ®

SUB SHEET NO

S7

$7

UNO PER COL DETAILS

BASEMENT

4129+4 19 DOWELS

COL ENCASEMENT

POUR JOINT

POURING CONC

TO BE DELAYED 5 DAYS

313 TIES

113 TIES

16116 VERTICAL

8113 EA WAY

TOP BOTTOM

NOTE

TO DETAIL REINFORCEMENT

FIELD MEASURE

DIMENSIONS 8CDE

OF DETAIL AS7

SCALE ®

SCALE ®

m 0 Im

SCALE

Im 0 1m 2m 3m 4m

2m 0 2 4 6 8m

SCALE OF METERS

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

TmE OF sHETT

TRANSVERSE SECTION

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWING NO

41071

PKG

NO

SHEET

1 INSTALL NEW MINIPILE FOUNDATIONS AND COLUMNS IB 2B

FROM BASEMENT TO ATTIC GIRDERS

2 INSTALL NEW MINIPILE FOUNDATIONS CONC GRADE BEAMS

FOR RESUPPORT OF EXISTING ELEVATOR PIT SUPPORT STRUCTURE

3 REFER TO SHEET DS1 NOTE 03 FOR EXPLORATORY PITS

4 REFER TO SHEET S9 FOR COMPOSITE ENCASEMENT EXTENTS

OF INDMOUAL COLUMNS

5 LONGITUDINAL SECTION WHILE TAKEN AT LOCATIONS OF COLUMNS NOTED

IS TO BE USED AS A GENERAL REFERENCE SECTION REFER TO

INDIVIDUAL PLANS SECTIONS DETAILS AND PROJECT SPECIFICATIONS

FOR SPECIFICS

EXIST DIMS TO BE CONFIRMED PER

RFOMTS OF N W CONSTRUCTION

ROOF TD STEEL HIGH POINT

ATTIC FLOOR LEVEL

THIRD FLOOR LEVEL

SECOND FLOOR LEVEL

FIRST FLOOR LEVEL

BASEMENT FLOOR LEVEL

209 M SCALE Q

Im 0 1m

2m 0 2 4 6 8m

SCALE AO

LONGITUDINAL SECTION LOOKING NORTH

SEE NOTE 5

9LJ

CL

NOTE 3

COLS

12A 13A

S I S2S3 S4S5S6

ED

NOTE 1J

DESIGNED

NLGSUP

mo Jsw

TECH REVIEW

SCALE OF METERS

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

LONGITUDINAL SECTION

S8

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWING NO

41071

PKG SHEETNO

42 24F or43

NEW

COLUMN

Y

SCHEDULE

COLUMN O 1B 0 28 O O O SA 60 6A o7 8 O9NUMBER

ROOF TO STL

HI L

2269M v a aC ao

ATTIC FL

EL 19OSM

W410 W41 0 PL 61RDER

n e n

• n

CO m N4 w 2

O n

O n a co

N3 m

THIRD FL

EL 1528M

w 7e

2 4F

SECOND FL

EL 996M I 1U

NEW

COLUMN

ROTE

ALL COLUMNS AND COLUMN

FOUNDATIONS SCHEDULED

ARE EXISTING EXCEPT

FOR NEW COLUMNS 1B

2B 138

NOTE

BOTTOM OF

FOOTING

BF

FOOTING

BASE PLATE

TYPE

COLUMN

NUMBER 0 0

NEW

COLUMN

0 0

KEY TQ FOOTINQZATA

Y

WW

x

FOUNDATION INFORMATION SHOWN IS PER NONDESTRUCTIVE TESTING

BY MUENOW ASSOCIATES IN MARCH 1996

FOOTING DIMENSIONS ARE PER FULL TEST PIT EXPOSURES

FOOTING PARTIALLY EXPOSED BY TEST PIT TO COLUMN BASE PLATE

COLUMN

0 0 0

Y FOOTINGS THAT HAVE NOT BEEN EXPOSED BUT ARE ASSUMED

BY PLAN SYMMETRY

Z NEW FOOTINGS REQUIRED FOR THE SUPPORT OF NEW COLUMNS

FOUNDATIONS INSTALLED IN 1958 FOR WHICH THERE ARE EXISTING DOCUMENTS

NHPIND 3032A SHEET 13 OF 36 1958

DENOTES COL REINFORCEMENT TYPE EXTENT

SEE DETAILS ON DWG SbO

DENOTES COL ENCASEMENT TYPE EXTENT

SEE DETAILS ON DWG 510

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED DATE

NLCSMP

51198

S

COMPOSITE CONCRETE

ENCASEMENT

LW 24132 kPO

COLUMN SCHEDULE

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

ORAWING NO

41071

PKG

NO

TT3

SHEET

NEW CONC

PLINTH P1

SEE DTL AS7

EXSST COL

BASE P

L

S

ADDITIONAL TIES

A LI

SPLICE AF BARS USE

MECH RESSION

SPLICE SLEEVE

SAWCUT BARS SQUARE

FIRST FL

BASEMENT

610 FOR 119

914 FOR 29

429 DOWELS+

4119 DOWELS

MARK

CONCRETE ENCASEMENT

TYP FOR COLS 347

SCALE oA

152x191

COL REINF

A

SI0

COL

483x483

ENCASEMENT

FRAMING AT

FRAMING AT

COL 9

POUR JOINT

WELD HEADED

STEEL STUDS

1270x102 TO

EA SIDE OF

EA BM 0 EA

TIE LOCATION

DETAIL A

SCALE Q 510

THIRD FL

SECOND FL

MARK

CONCRETE ENCASEMENT

FOR COLUMNS 28913138

SCALE AO

ENCASEMENT TO

BASEMENT

SIM TO DETAIL

AT LEFT

5 C130 0 305 OC

NS FS

SEE DTL 8S1O

OMIT C130s FOR

COL 138 MARK

POUR JOINT

TYP

C130 0 305 OC

NS do

OMIT C130s FOR

COL 138 MARK

POUR JOINT

DELAY POURING OF

CONCRETE ABOVE

FOR 5 DAYS TYP

SCALE AO

FIRST FL

76 TO

ENCASEMENT

BASEMENT

5 0 305 OC13

C0FS

OMIT C130s FOR

COLS 11A 16 MARK

THIS Olt FOR TRANSF R

OF STEEL COL LOAD TO

CONC COL REO0 AT

26 LOCATIONS

483x483 ENCASEMENT

POUR JOINT

NEW CONC PLINTH PI

SEE DWG S7

MARK l 2

CONCRETE ENCASEMENT•TYP

FOR COLS 15610111112

SCALE Q 141516

EXIST

SECTION

SCALE Q

29 0 CORNERS

TYP MARKEXCEPT4 119 FOR COI5

1113816 MARK

SPLICE 19 BARS SING

610 LAP SPLICE

64jJ

DETAIL

SCALE O

DF SIGN D

IECH REVIE

DATC

NLGSNP

SW

51198

C130x10 0 305 OC

ANCHORS STL

COL TO CONC

ENCASEMENT

SCALE BQ

SUB SHEET NO

S10

5B

THIRD FIOOR

MARK

OTLE OF SHEET

COLUMN REINFORCING

FOR COLUMNS 121516

SCALE oA

DETAIL

SCALE Q

64 51152+254

EA END

254x10

SECTION

SCALE D

CONC ENCASEMENT

EXIST 8M

WEB

1m 0

1m 0 im SCALE oA

SCALE OF METERS

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

COLUMN DETAILS

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

PKG

NO

DRAWING NO

41071

SHFFT

u

Fri

292 292

S1•

N26

9 5x254457

SPLICE PL

4 17x152x457

SPLIC l s

8 BOLTS

EACH

SPLICE PL

CIDn

N

EXIST 32 PL GIRD

NEW W460x74 CONN 10

EXIST 32 PL GIRD w2 L152x102x95 nl zn wv

W410x53x457

SPACER

COLUMN SPLICE

DETAIL

SCALE O

SPACERS TO CLEAR

EXIST 12 1 NEW W460

NOT ALL SPACERS ARE

SHOWN SEE NOTE BELOW

SPACERS TO CLEAR

FXIST 121

SPACERS

W4i0x53x457 LONG

TYP

4 2540 ANCHOR BOLTS

x610 LONG t HOOK

BASE PL 406x254x

7241 5995 v

SPLICE

z

BASE PLATE

DETAIL

T SCALE QB

CLEAR DISTANCE BETWEEN W410 SPACERS OR

BETWEEN SPACER AND BRACING AT FLOOR

FRAMING TO BE 610 MAX

SECTION

SCALE 0

N S

SPLICE

EXIST 36 PL

GIRD BEYOND

19 PL WELDED

TO W410 SPACER

C250x23

19 PL WELDED

TO W410 SPACER

C250x23

NS

SPLICE

19 GROUT

LEVELINZ•

PLATE

4 BOLTS TO

EA 5310 FOR

EA SPACER

FACE OF EXIST

BRICK I BEYOND

6 64305 L=1828

SHORE EXIST FRMG FOR

1 REMOVAL OF EXIST COI

ERECTION OF NEW W460

LICE 8

EXIST 32 PL GIRD 1902

BEYOND

171 COMP FL SLAB

6 V64305

EXIST 12 1

TO

SPLICE

CUT LINE FOR

COL REMOVAL

BURNOFF 24WF

FIELD WELD 127 END

PL w HOLES

178 COMP

H♦

INSTALL NEW CANTILD W460x74 a TI H UNDER 12 1 FRAM°

TO WEB OF COLS 3 4

483x483 COMP COLUMN

ENCASEMENT SEE DWG $10

SEE PROJ SPEC

FOR TYP PREP

CLEANING OF

RUSTED COL BASIS

SECTION

SCALE 0

C82 t lICONTR TO CONFIRM PLAN DIMS BY

EXPLORATORY PITS U MIT SCALE

SKETCHES OF FINDINGS

SEE NOTES ON OS1

StS2S3 SII

54S5S8

NEW W460x14 FRAME TO

32 P1 GIRO LA END

PROVIDE END CONN

EO TO 2224kN

JACKING LOAD 3648kN

AFTER TRANSFER OF

LOAD WELD FILLER PLs

JACKING LOAD 1868kN

AFTER TRANSFER

LOAD WELD SHIM

BRACE NEW COL TO

EXIST FRMG WHILE

JACKING SEE SECT 5S15

JACKING LOAD3203kN At E1RTRANSFER OF

LOAD SHIM WELD

EXIST COLS 1A 2A

10 BE REMOVED NOTE 1

102± EXIST

S0G

ASSUMED LOC OF EXIST

WALL FTG 0 NEW PILE

FONS CONTR TO CONFIRM

PROTECT EDGE OF EXIST

WALL FTG DURING CONST

OF PILE ION

3558 kN MINIPILES

SEE PR J SPECS SECT 02465

SEE SECT 8St FOR PILE

EMBEDMENT REINF DETAILS

4N22

14 610 1524 762 1676

NO OF

2 22

ENO OF END OF

T2729 2g29

TOP REINFORCING

G82

OF REINFORCING

ION 4

ENO OF

2 p22

OTES FOR JACKIN PROCEDURE

SCALE 0

SCALE 0

Ur

4F O

LL

O

W

IN

G

INSTALLATION AND LATERAL BRACING

OF NEW COLUMNS 18 28 AND DEMOLITION

OF FLOOR SLABS AT FIRST SECOND THIRD FLOOR

4 29

160305

LA WAY

1 AT SECOND FLOOR

INSTALL W460x74 CANT1LEVERED BEAMS TIGHT UNDER

EXIST 12 1 SHORE NORTHSOUTH 20 1 BEAMS WHILE

CUTTING COLUMNS TA 2A AND CONNECT THE 201

BEAMS TO THE W460 CANTILEVERED BEAMS

JACK FROM NEW COLUMNS 18 28 TO REMOVE THE

LOAD FROM THE SHORING AND TO LEVEL THE FRAMING

AFTER JACKING CONNECT THE W460 TO THE COLUMNS

BY WELDING FILLS AND CLIP ANGLES AS SHOWN IN

SECTIONS 8 9S15

ATTIC FLOOR

INECT THE NEW JACKING BEAM W460x74 TO THE TWO 32

TE GIRDERS JACK FROM THE NEW COLUMNS 1B 28

THIS BEAM APPLY SUFFICIENT JACKING LOAD TO RAISE

CENTER OF NORTHSOUTH 36 PLATE GIRDER BY 32

INECT THE W460 BEAM TO THE COLUMNS BY WELDING

THE JACKING POINTS

1m 0

I

C•t0 1•i9

HOOKED

2 AT THIRD FLOOR

JACK THE 24WF BEAMS FROM THE NEW COLUMNS 18 28

APPLY SUFFICIENT JACKING LOAD TO RAISE THE CENTER OF

NORTHSOUTH GIRDER 30WF BY 32 CONNECT THE 24WF

BEAMS TO THE COLUMNS BY WELDING FILLS AND CLIP ANGLES

im

1m 0 lm 2m 3m 4m

BOTTOM REINFORCING

n

1270 762

PLAN

SCALF

13061

CLEAR

CLEAR

SECT

N

SCALE

3 AT

CO

PL

TO

TH

CO

AT

SCALE OF METERS

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

DESIGNED SUB SHEET NO TITLE OF SHEET DRAWING NO

NLGSMP COLUMN DETAILS 391

CADO 41071

W PKG

SHEET

TECH RFViEWsli NO

412 27

DATE MERCHANTS EXCHANGE BUILDING FS

51196 INDEPENDENCE NATIONAL HISTORICAL PARK or

FIRST FLOOR

SECOND FLOOR

NOTE DISMANTLE STEPS

AND MARBLE INGS

DURING CONSTRUCTION

AND RESET ONTO NEW

CONC SUBSTRUCTURE

4 W200x36 TO REPLACE xt ING UN LS

NEW CONC ENCASEMENT

NOTE THIS ENCASEMENT

MUST BE COMPLETED

BEFORE COMMENCEMENT

OF DEMOLITION

NEW BEARING BLOCK

FUTURE MECH NM

FL TO SL HI PT

EL 135M

203 0 H PT

140 0 LOW PT

co

SLOTS THRU

SLAB FOR 250

LIFTING HOOKS4 REQUIRED

PER PANEL

SHORE ONTO EXIST FDN

OR N 1220x1220x304 C REINF w 130203 EA WAY BOT Fj

SECTION

THRU NORTH WALLBULKHEAD LOOKING WEST

SCALE QA

TYPICAL REMOVABLE

DETAIL SLAB PANEL

SCALE 0

II II

11 II

CONTROL JOINTS

IRLINF PER DWG 11

11 II

SCALE QB

SIS2

SECTION

NEW 204 SEMISOLID CMU

WALLS FOR INS ALL D

MARBLE STEPS ETC

BACKFILL MSHTO 57

NEW BULKHEAD ROOF

SLOPES PER S C IONS

RESET SLATE PAVING

it

REMOVEABLE PANELS

ZZZJ

III REMOVE AREAWAYI

EXIS 4 89kN I

T MP ADJUST

DEPRESS SLABSHORES

127 SLAB PER

RANSF•ORMERRM

ASSUMED LOCATION

CONTR CONFIRM

22861

203 SLAB

0 HPT

SLOPING

TO 152

BPL ORYPACK

SPACE 6mm V

2 NOTE 6

IV

I

SEE SECT 6 S1 R

AIRSMASON RI

EXIST EXTERIOR

LIMESTONE COL

I i

I

I

I

I

I I

I n3NEW 4 W200z3 I

II

4P89kN

TEM

SHORES EXIST

NOT 5

NEW TRANSFORMER ROOM

NEW CONC 8G BLOCKS

POCKETED INTO BLEISTONE

EA END

RESET

RGPOINT

JAMB STONES ELOW B G

BLOCKS AS RE p R UIt0

EAST JAMB FUII HE1 HT

NOTE 6

O

NEW SOG

0 135M

NOTE 7

NOTE

n

TS102x76x79 0 OFEXIST121 s w51mm HILL PL

CONNLCI 0 13

SEE DWG 571

NEW CONC ENCASEMENT

S DWGS S9 S10

FOR REINF DETAILS

COL SOT EXIST

FDN ARE ASSUMED

CONTR TO EXPOSE

CONFIRM CONDITIONS

PER NOTES ON DWG

DS1 D57

SECTION

PARTIAL INTERIOR ELEVATION LOOKING NORTH

REFER TO SPEC SECT 01120 WORK SEQUENCE

SCALE 0

El457

OC

SCALE BQ

SCALE Q

SECTION

SLOPE 7512

SECTION

29 EXIST NEW OPG4URAHILE INSTALLING

NEW LINTEL

NEW PLINTH Pb

RUN PROTECTIVE BOARD

MEMBRANE WATERPROOFING

OVER REMOVABLE PANELS

REMOVEABLF

SLA PANEL

SEE DETAIL AS12 203

130305

KEY ONTO 190203

MASONRY

NEW 304 CMU WALL

0 SECT 7AS12

PROTECTIVE BOARD

MEMBRANE

WATERPROOFING

2413 203 111130305

REMOVE EXIST AREAWAY

INFILL WALL OPG BEFORE

REPLACING BULKHEAD LINTELS

SEE NOTES SECT 3512

SECT 8512

NOTE 1

V

FTC EL TO BE

CONFIRMED BY CONTR

12 STYROFOAM ±

DOUBLE LAYER

8 MIL POLYETHELENE

BOND BREAKER

S12

7 Y7A

S12AS12

C180x1 0 LOCATION

OF EXI 1 121 s

C200x1 + 127 PL CLIP

CONT 14 PT5 O

7569 SPAN

0 SECTION 7AS12

1130± t

EXTEND TOP SLAB TO BEAR

VIF INTO AREAWAY WALL

EXTEND TOP 80T

SLAB REINF INTO

SLAB PROJECTION

INFILL WINDOW

303 CMU

SFCT 1S7

SECTION

SCALE

NOTES

1 127 SLAB REINF w 152x152 MW26xMW26 FLAT WWF PITCH TO 406x406x305 OP SUMP PROVIDE SUMP w 19 GRATING w EDGE ANGLE FRAME PROVIDE 127 JOINT FILLER 0 SLAB EDGES

SEE SHEET 511 FOR SOG INFORMATION

2 559x203 CURB REINF w 2016 TOP 2j16 BOT PROVIDE 10 0 406 TIES

3 BUILD AND ANCHOR WEST CMU WALL TO PL GIRDER PROVIDE 32x51x178 0

610 HOOKED WALL ANCHORS WELDED TO PL GIRDER

4 MO FOR 2 762x2032 DOORS TO BE 1626 WIDE x 2083 HIGH LINTEL TO BE 2 102x203 REINF CMU w 1016 TOP BOT EACH

5 NEW 203 CMU 75 SOLID UNITS VOIDS GROUTED SOLID 3 HOUR FIRE RATING

REINF CMU w TRUSSED JOINT REINF 0 406 REINF CORNERS OR WALL INTERSECTIONS w SPECIAL FABRICATIONS 3 SIDES OF TRANSFORMER ROOM

6 FOR INFILLING OF WINDOW OPENINGS WINDOW WELLS SEE SECTION 357

7 INFILL OPG w 304 CMU PER SECT 3S7 DOWEL SPACING 0 304 CONSTRUCT 510x310 FTC BELOW

NEW SLAB ASSUME 95M3 AASHTO 57 BACKFILL ALSO REMOVE RUSTED STL PL DRY PACK SPACE

8 EPOXY CONSOUDATE EXIST WALL CRACKS EAST WEST WALLS OF BULKHEAD

OESGNED

NLGSMP

CAOJ

isw

TECH RE

ATE

51196

FIRST FLOOR

n

NOTE 4 0

SCALE 0

SCALE

SUB SHEET NO

NNOTE 3

SEE ARCH DWGS

FOR REMOVABLE

GRATE

TRANSFORMER RM

SLAB BEYOND

MECH RM SLAB

SAME SEE NOTE

lm 0

INFILL EXIST BSMT WINDOW

OPENING w SEMISOLID

CMU PER SECT 8S12

DRYPACK TOP SEE

SECT 3S FOR TYP

INFORMATION

REMOVE EXIST

AREAWAY CONSTR

PROVIDE TEMPORARY BRACING

OF BULKHEAD FOR NEW TOP

CLOSURE CONSTRUCTION

SECTION 3

PARTIAL EXTERIOR ELEVATION

5152 512LOOKING SOUTH

SCALE Q

1m

Im 0 1m 2m 3m 4m

SCAM OF METERS

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

TITLE OF SHEET

BULKHEAD DETAILS

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWING NO

41071

PKG

NO

412SSHEET28

Sc 43

N W310

ATTIC FL

1905M

THIRD FL

1578M

SECOND FL

996M

EXIST STL GRILLAGE

FIGSTOO REMAIN

I 1

EXIST EDGE SUPPORT CONDITIONS ARE UNKNOWN

TO BE VERIFIED IN FIELD ASSUME SLAB

REPLACEMENT NEW EDGE SUPPORTS PER DWG

S3 DETAIL CS13 EXPOSE ASSESS EXIST

CONDITIONS FOLLOWING DEMO REMOVAI OF EXIST

PORCH CONSTRUCTION

NEW 127 SLAB PITCHEDw 130305 EW BOT

TURN DOWN SLAB ONTO

EXIST LEDGE REINF HAUNCH

w 1130305 STIRRUPS

+2x413 TOP BOT

BETWFEN COLS

THICKNESS OF NEW SLAB

VARIES 102 TO 178

SEE SECT 4SI3

SECTION FIRST FLOOR ENTRANCE LOBBY

SCALE ®

N21E THIS SLAB TO BE POURED ON WOOD FORM

NEW 200 CMU SHAFT INCLUDING

MO PRECAST RCMU LINTELS

PER ATTIC NOTE ABOVE

OTHER REQMTS FOR ELEVATOR

DOOR INSTALLATION

113 DOWELS 0 610 4 SIDES OF PIT

DRILL EXIST PIT WALL SET IN GROUT

OR CAST INTEGRALLY w NEW PIT WALL

INSTALL NEW 4060 PRECAST

CONC PIPE IN AASHTO 57

CRUSHED STONE BACKFILL

FOR TEMP SUMP

CONT L76x76x64

SIN TO DET 3S16

USE 64 BENT PLs 0

NORTH SOUTH WALLS

NEW 2 102x203 PRECAST

RCMU LINTEL w213

SIZE PLAN LOCATION OF

NEW MO IS TO MATCH

EXIST OPGS OF EXIST

SHAFT BELOW

SECTION

SHOWING RESUPPORT OF ELEVATOR CONSTRUCTION

SCALE ®

IN CMU PER EXIST DE AIL

1130610 IN SOLID GROUT D

CELLS TYP 4 SIDES

SUPPORT STRUCTURE

NEW 3558 kN

MINI IL $ RED D

EXTENT OF PIT REMOVAL

RECONSTRUCTION OF ELEVATOR

PIT TO BE CONTRACTORS OPTION

PER CONTRACTING OFFICERS

APPROVAL

BASEMENT FL

BEAM SCHEDULE

MARK

SIZE IN x0

FB 1

508x635

161682 x635

F6 4

711x711

FB 5

508x711

CL REINFORCEMENT

I

CL

6 16 1

►470111411 35 p

D i

FJ

3l16

REMARKS

I BEAMS FBI F82 DESIGNED FOR A DEPTH OF 635mm CORRESPONDING TO THE NEW ELEVATOR PIT BEING 1300mm DEEP

VERIFY WITH ELEVATOR LAYOUT DRAWINGS

5P

PLAN OF ELEVATOR

FOUNDATION BEAMS

SCALE

DESIGN LOADS

HYDRAULIC CYLINDER C = 289kN SPRING BUFFER S = 345kN RAIL R = 467kN

PLAN OF TOP

REINFORCING

SCALE

NT

FOUNDATION CONC NW 24132 kPo

FOUNDATION REINF EPOXY COATED

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

PKG

NO

F8

SHFLT

or r1

MASONRY ANCHORS

51S2S3S4S5S6

OPPOSITE

HAND

THIRD FL

1528M

51 CLEAR TYP

251x6x77 PL ANCHORS

LXIST

TRUSS

VESTIBULE

SLAB

1153x10x254 LOOSE

FIELD WELD TO BENT BM

STRINGER FOLLOWING

ERECTION REPAIR CMU

POCKETS 1016x2184

DOOR MO

2102x203

RCMU LINTELS

SECOND FL

996M

DOOR MO

1016x2184

LINTELS 2x2

C 2 S14

DOOR MO +

BSMT FL

209M

LINTELS 2 102x20

RCMU w 2013 E

LINTELS PER 1st F

13x7180410

WALL DOWELS

2 1016x2184

DOOR M0

EXIST PERLITE

ROOF SLAB

6020±

NOTE SECTION SHOWS

TYP STAIR FRMG FROM TYP

Ist TO 2nd OTHER

STAIR RUNS SIM SEE

SHEETA07 FOR ALL STAIR RUNS

SECTION LOOKING NORTH

SCALE

$15 rOD

BOL S

ASSUME 189x64x64

DECK SUPPORT +

BRKT 95002

0 914 OC

C13

HOOK

EA END

10075

130305 f0

R

ENCASEMENT

SEE DWG 510

406x4O6x38 BPL

2 2540 AB

TO STL VARIES VLF

ADJUST DECK SU

DETAILS TO SUIT

DECK SUPPORT

x64+ 95x102

0 914 OC

PLAN OF STAIR STRINGER

AND SUPPORTING BEAMS

SCALE ®

DLCK SUPPORT

L7x6x64

WELD TO EXIST

STIFFENERS

0 1524

TYPICAL CONCRETE

ENCASEMENT AT

STAIR SHAFT

AT XI T PL f•1 E3

DETAIL

CONCRETE ENCASEMENT

BTWN COLS 13 TO 13B

THIRD FLOOR

AT STAIR SHAFT

DETAIL A DETAIL

SCALE © sl4

SCALE ®B

SHOWING ASSUMED TYPICAL DECK SUPPORTS

COLUMNS 8913138

TO BE ENCAS 0 IN

CONC 483x483

BSMT TO ATTIC LEVEL

13 TS102x305x48 BENT 8

BM 4 REQ D

n ATTIC TO BSMT TTT

MC310x158

MC310x158

I MC31Ox158 ro m x a x

200111 o TS102x305x48 n 1 RED 0 BENT

JR

3 REOD STRAIGHT

MC X158

C200x1 x C200x1

WALL PLMASY

C130x51 LONG

CONC ANCHORS

0 14 PTS

DROP BM TO ALIGN w

OTHER SOFFITS 0 ATTIC

CONCRETE ENCASEMENT

BTWN COLS 13 TO 13B

ATTIC LEVEL

AT STAIR SHAFT

az

ADJUST 8

ENCASEMENT

TO SUIT 203

COURSING

FROM FLR

BELOW

1YP

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

REMOVE EXIST GIRDER

WI HINSTS AIRSHAFT

SHORE

PL GIRDER DOWN

TO FLOOR BELOW

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

EXIST 32

PL GIRD

SCALE ®

N

2L152x102x95

SECTION AT COLUMN 16 28

ATTIC FL

6 d li

64Ti

5 190

N

SI

19 PL

SECTION

SCALE ® 525 515

DETAIL

SCALE © 515

4x32 zz

SECTION

SLUE ®

295 STFFNER

PL

S NS FS

SIS

N W460

EXIST 121

19 PL

AFTER JACKING

WELD CLIP L of

203x102x127 N NS FS c> z a

W410 SPACER

EXIST W24

SECTION AT COLUMN 18 26 6

SCALE

511 SIS

SI

EXIST

STIFFENER

EXIST 36

WELD FILLER PL

TO GIRDER W

WELD BEAM

CONN LsLs

TO FILLER PL

LATERAL COLUMN

BRACING SEE

DETAIL 7S15

SPACER W410

xSS

SECTION

Sts

SCALE ®

1828 END

102305 OF BEAM

SECOND FLOOR

WELD CLIP ANGLES

0 CONNECT NEW

W460 TO COLUMN

STUB

CUT REMOVE

EXIST COLUMN

W460x74

19 PL

SPACER

W41Ox53 x457 LONG

C250x23

NS FS

SECTION

SIS

SCALE

A325 SC 3 9506

STIFFENERS

NS FS

W460x74

19 CAP PL

51 515

S15

ATTIC FL

1905M

SHORE

TRUSS

NEW COLUMN

REMOVE EXIST 32

PL GIRD S N LY

SUPPORTING THE TRUSS

INSTALL NEW W360x51

SHIM TO SUPPORT

TRUSS FROM W360

SECTION EXISTING TRUSS TR1

SCALE ®

ATTIC FL

W250x89

TO EXIST W18

NEW SEAT L w127

STIFFED PL

L203x102021052 LG

CUT REMOVE LXIST

W18 32PLGIRDER

IN STAIR TOWER

CUT EXIST STIFFENER

ALLOW

WELDING OF NEW

STIFFENER

19 PL +

I I I I•

NEW 17 STIFFENER PLATES

SHIM SPACE I O HAVE FULL BRG

ON TOP BOT FLANGE

OF PL GIRD WELD TO

EXIST PL GIRD NS

FS IF ACCESIBLE USE

FILLET WELD EACH SIDE

OR ELSE USE GROOVE WELD

Jb+^h15

EXIST VERT TRUSS

MEMBER 2L312

x212x516

REINFORCE FOR

SHORING TO

CARRY 133kN

NEW CMU

STAIR WALL

C

SECTION

SCALE ®

BEAM CONN TO EXIST

COLUMNS 8913 OR

NEW COLUMN 138

I I 1• NEW W410x74

DETAIL EXISTING TRUSS TR2

SCALE ®

I

I

CMU WALL

FOR ELEVATION OF TRUSS

TR2 SEE SECTION 1S14

DETAIL EXISTING TRUSS TR2 A•

SCALE ®

514 SIS

SI4 SI5

NOTES FOR SECTION 3SI5

A SUGGESTED SHORING 8M W310x39 SUPPORT ONE END

ON SHORING TOWER ONE END ON EXIST PL GIRDER

COL 8 TO 9 TO SHORE BOTH TRUSSES TR1 TR2

WHILE REMOVING EXIST Pl GIRDER

B REDUCE ENCASEMENT SIZE OF COL 13 IN ATTIC TO 381

SO TO PROVIDE CLEARANCE FOR STAIR DOOR w TRUSS

REMOVE EXIST RUSTDETERIORATED VERT ANGLE STRUT

AND REPLACE w 176x76x64 SHORE ROOF STRUCTURE

DESIGNED

NLGSMP

CADO

TECH REVwtw

PATE

Jr

51198

SCALE

SCALE ®

SCALE ®

sue SHEET NO

CLIP L76x76x64

WELD TO BM WEB

L76x76x64

WELD TO COL

Q

L76x76x64

WELD

ToSMWEB

BRACING OF COL 18 28

AT FIRST SECOND THIRD FL

DESIGNED TO RESTRAIN COLUMN

LATERALLY BUT NOT VERTICALLY

WHILE JACKING AND SHIMMING

TO TRANSFER THE GIRDER LOADS

INTO THE COLUMN

PLAN DETAIL

SCAE ®

WELD TO

PLAN DETAIL

SCALE

1m

1m 0

SCALE OF METERS

TITLE OF SHEET

lm 0 im 2m 3m 4m lm

SECTIONS DETAILS

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

DRAWING NO

41071

PKG

NO

EL

SHEET

Illnl

I i I

1 I

111111

C100x8 EXTEND

W L0 3

RIBS BEYOND

OPENING ON

UNDERSIDE OF

DECK IYP

DETAIL FOR OPENING TO 610

PLAN PERPENDICULAR TO DECK

NTS

38 OR 51

COMPOSITE DECK

•o SEE FLOOR

PLANS

DECK ULEBEAM

j

101 121 151 181 201 C15

SECTION

SHOWING GENERAL TYPICAL FLOOR ASSEMBLY WHERE

EXISTING FRAMING HAS BEEN RETAINED FOR REUSE

SCJIf

NOTE CONCRETE STOP REQUIRED

AT ALL OPENINGS

SPRAY APPLIED

CEMENTITIOUS

FIREPROOFING

PER SCHEDULED

UL ASSEMBLY

NIC

DETAIL

NTS

ANCHORAGE OF GIRDER TO WALL 0 SECOND FLOOR

4 LOCATIONS AND SIMILARLY 0 THIRD FLOOR

2 LOCATIONS LOCATIONS ARE DESIGNATED

ON PLANS AS AA

610 MAX

OPENING

S16

ZZ

z

U

NOTE 1 FOR HOLES 1520 OR LESS

NO REINFORCING REOD

2 NO REINFORCEMENT REOD WHERE L IS 152

OR LESS IN DIRECTION PERPENDICULAR TO DECK

3 INSTALL RIB LATH OVER COL CLOSURE PL

SLIT TO SUIT COL FLANGES PER `SDI

DETAIL FOR OPENING TO

PLAN PERPENDICULAR TO DECK305

NTS

NOTE WALL ANCHORS ARE TO BE INSTALLED TIGHTENED

PRIOR TO REMOVAL OF TEMPORARY CABLE BRACING

AT THE CONCLUSION OF PROJECT DEMOLITION

SECTION

REFER TO FLOOR PLANS SECTIONS AND NOTES FOR

OVERBUILD DETAILS REFER ALSO TO SHEET 522

SCALE 0

INSTALL STEEL SHIMS

BTWN C WALL

18mm SHEET WELDED

O EA CELL ALL AROUND

TO UNDERSIDE OF DECK

VARIES

SEE PLAN

PREFAB POUR STOP

TYP

140 NEW SLAB w BOT AjIRlPL0COLS SIM TO DETAIL 2S16

PL 19052 WELDED TO COL RODS

TO PL WITHIN 140 SLAB

DRILL EPOXY GROUT 2 25o THREADED RODS INTO BRICK 254 OC RODS x 762 LONG

DETAIL

NTS

ANCHORAGE OF STEEL COLUMN TO WALL AT

SECOND FLOOR COLS 5 10 11 14

AND AT THIRD FLOOR COLS 5 10 11

SIG

BOLTS 0

DETAIL

NTS

NTS

TYPICAL LATERAL SUPPORT

AT TOP OF CMU WALLS

EXIST

PL GIRD

TYPICAL DECK DETAIL

WHERE DECK CHANGES DIRECTION

NTS

FOR FL CONSTR

SEE PLANS

TYP DETAILS

76x76x64152

0914 OC

NONBRG CMU PARTITION

SEEARCHDWGS

LOCATION CONSTR

WELD I76x51x64

ADJUST LOCATION OF L TO SUIT FIELD CONDITIONS

PROVIDE POUR STOP ALONG ALL MASONRY

WALLS AND ALONG FLOOR OPENINGS

TYPICAL DECK DETAILS AT WALL

DECK SCHEDULE

MARK

LOCATION

TYP FLOOR

PORCH FLOOR

3R0 FLOOR

DENSE STORAGE

2ND FLOOR BTWN

COLS IA372A48

DEPRESSED SLAB

FIRST FLOOR

LOBBY

STAIR VESTIBULE

C ROOF

all mm

133 min 178 mox

121 MIN

127 MAX

VARIES

102 TO

COMPOSITION

51x20 CA STL DECK + 82 to 127 LWC

SOLID SLAB

5108 GA STL DECK

+127 LWC

76x22 CA STL DECK

+95 LWC

38x20 CA STL DECK

+83 TO 89 LWC

SOLID SLAB

38x20 CA STL DECK

+83 LWC

MAX

DESIGN LL

3830 Po +

958 Po

Partitions

1436 Po

11968 Po

4788 Po

4788 Po

4788 Po

REMARKS

UL D916 2 HOURS

SPRAY FIREPROOFING

ON BEAMS ONLY NIC

SEE DWG S3

UL D916 2 HOURS

UL D916 2 HOURS

UL 0916 2 HOURS

SLOPING FORMED

DEPRESSED SLAB

SEE SECTS 4 5S13

UL 0916 2 HOURS

NOT

II

E

ALL DECK TYPES REINFORCED WITH

2 24132 K Po LTWT CONC

3 SHORING MAY BE REQUIRED DURING CONCRETE PLACEMENT DEPENDING

ON MFR MAX ALLOWABLE SPAN SHORING IS NQI SHOWN ON DWGS

4 ALL STEEL DECKS TO BE COMPOSITE AND GALVANIZED C60

DETAIL FABRICATE INSTALL PER S01 SPECIFICATIONS

OLSIGNEO

NLGSMP

CAOD

DATE

ISw

TCCTT RE`AE

51198

162x152 MW 187x187 MATS

SCALE QB

SCALE QA

SCALE OF METERS

tm

SUB SHEET NO

lm 0

DIMENSIONAL DESIGNATIONS FOR EXISTING CONSTRUCTION

ARE IN ENGLISH NOMINAL UNITS ALL DIMENSIONS FOR NEW

CONSTRUCTION ARE MILLIMETERS mm UNLESS OTHERWISE NOTED

TITLE OF SKEET

TYPICAL DETAILS

lm

MERCHANTS EXCHANGE BUILDING

INDEPENDENCE NATIONAL HISTORICAL PARK

DRAWING NO

41071

PKG

NO

FE

SHEET

of 43 eDS

OTE 07

NOTE

M HANI

EXISTING

EQUIP P

305121q30

NOTE 061

QVJ gtk

T 1 Yy VYl

V• `A

VJ

14 C7o n lii

11 LL

r

L

ABANDONED 4 LS

TO BE REMO D

EXIST STAIRS

SUMP

TO REMAIN

NOTE 04

SEE SECT

I S13 FOR

ELEVATOR

WALL REMOVAL

RECONSTR

AA

7 Li

EXIST

B4E

CMU WALL ABOVE BSMT FL

IS TO REMOVED EXIST 8 CMU

STEM WALL FTG BELOW BSMT FL

IS TO REMAIN UNO

FOUNDATION PLAN

SHOWING DEMOLITION FOUNDATION

EXPLORATION AND TEMPORARY

SHORING LAYOUT IN BASEMENT

REFER TO NOTES THIS DRAWING

1NQIE ALL PLUMBING ELECTRICAL

MISCELLANEOUS PIPE IS TO BE

REMOVED UNLESS OTHERWISE NOTED

EXIST LINTELS ABOVE

TO BE DEMOLISHED

AND REPLACED

SEE DWG S12 FOR

PROCEDURES

NOTE EXIST STAIR LANDING BEAMS ARE

HUNG FROM EXIST FLOOR FRAMING

ABOVE DO NOT DISTURB STAIR SUPPORTS

WHILE DEMOLISHING EXIST STAIR WALL

TYP ALL FLOORS

THIS WALL TO BE REPLACED

W 3HOUR WALL REQUIRED

BY ELECTRIC COMPANY

In N

O T

E

CUT DOWN EXIST

WALL F O NEW DOOR

EXCAVATE FOR NEW

TRANSFORMER ROOM

DEPRESSED SLAB

COLS TO BE

ABANDONED

BELOW 1st FL

FIN FL EL 209

TYP UNO

f WIDTH NORTHSOUTH

G LENGTH EASTWEST

ASSUMED TYPICAL PYRAMIDAL STEPPED FOOTING

SHOWN ASSUMED FOOTING CONFIGURATION IS

SQUARE IN PLAN BUT ACTUAL FOOTING

CONFIGURATIONS MAY VARY NUMBER OF STEPS

IS NOT KNOWN BUT IS TO BE CONFIRMED BY

CONTRACTOR PROVIDE DIMENSIONS SHOWN

AND SUBMIT SCALE SKETCHES OF FINDINGS

FOR ALL FOOTINGS TABULATED NOTIFY

CONTRACTING OFFICER WHEN TEST PITS ARE

COMPLETED FOR EACH FOOTING TO PROVIDE

OPPORTUNITY FOR INSPECTION EVALUATION

OF FOOTING COLUMN BASE CONDITIONS

DETAIL IA

NO SCALE

WMQLIUON FOUNDATION EXPLORATI

DS1

LLSIGNED

CADD

DATE

NLGSI4P

Jsw

TECH RrCIFW

511 98

DN AND MPORAR DRING N

SUD SHEET NO

DS1

2m A

T

02 EXISTING WALLS TO BE DEMOLISHED ARE DESIGNATED THUS

0 2 4

SCALE OF METERS

TITLE OF SHEET

Off BASMENT

01 STRUCTURAL STEEL FRAMING DESIGNATED THUS WILL BE REMOVED IN PREPARATION FOR

AND AT THE TIME OF THE NEW SUPPLEMENTAL STEEL ERECTION

03 EXISTING CONCRETE SLAB ON GRADE TO BE REMOVED

04 NEW EXPLORATORY PITS TO CONFIRM CONDITION OF EXIST COL BOTTOMS DIMENSIONS OF

STEPPED FOOTINGS ASSUME PITS TO BE 1219Wx1524Lx2438D UNLESS SHOWN OTHERWISE

SEE SPECIFICATION SECTION 02210 FOR EXCAVATION REQUIREMENTS ASSUME THAT GROUND

WATER IS AT ELEV 57 M AND THAT PITS WILL REQUIRE DEWATERING PROVIDE LADDERS

AND LIGHTING FOR INSPECTION COLUMNS 135671111A121314 15 WILL REQUIRE

EXPLORATORY PITS

05 BUILDING COLUMNS REQUIRING COMPOSITE CONCRETE ENCASEMENT SHALL HAVE BASEMENT

PORTIONS PREPARED ENCASED PRIOR TO PROCEEDING WITH DEMOLITION REMOVAL OF

EXISTING FLOOR SYSTEMS ABOVE

06 TEMPORARY SHORING OF THE 1st 2nd 3rd FLOOR WILL BE REQUIRED PRIOR TO THE

EXPLORATORY PITS FOR CONFIRMATION OF FOOTING SIZE AND CONDITION FOR THE

COMPOSITE CONCRETE ENCASEMENT OF THE BASEMENT COLUMNS AND FOR THE

COMMENCEMENT OF DEMOLITION SHORING SHOWN IN PLANS AND IN SECTION 1DS7

ARE SUGGESTED ARRANGEMENTS TO FACILITATE DEMOLITION REMOVAL OF EXISTING FLOOR

SLABS ABOVE AND TO RELIEVE COLUMNS OF EXISTING CONSTRUCTION LOADS PRIOR TO

FOOTINGCOLUMN BOTTOM EXPOSURES MASONRY REPAIRS ABOUT WINDOW OPENINGS OF

NORTH SOUTH WALLS PER…