Plans_-_Repair_NDI_Bldg_P-1.pdf

PDF 17 MB Posted Mar 5, 2018

Attached to: CES Repair NDI Building P-1 Federal contract opportunity
Solicitation number: W91SMC-18-B-7002
Issued by: Department of the Army Illinois Army National Guard

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File	Type	Posted
RFI_1_Repair_NDI_Building_P-1.pdf	PDF	Mar 22, 2018
WD___IL180004_revised_16_Feb_18.docx.pdf	PDF	Mar 22, 2018
Plumb_-_FP.PDF	PDF	Mar 22, 2018
Site_Visit_06_Mar_18_Sign-In.pdf	PDF	Mar 13, 2018
Site_Visit_Minutes_06_Mar_18.pdf	PDF	Mar 13, 2018
SBSA_Pre-Bid_Slides_-_Repair_NDI_P-1.pdf	PDF	Mar 13, 2018
Project_Manual_-_Repair_NDI.pdf	PDF	Mar 5, 2018
W91SMC-18-B-7002_-_Solicitation.pdf	PDF	Feb 22, 2018
SOW_-_Repair_NDI_DCFT162012.pdf	PDF	Feb 22, 2018
SF_1705.pdf	PDF	Feb 22, 2018

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STORAGE

07091011121314

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADAAG ADA ACCESSIBILITY GUIDELINES

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

CAB CABINET

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CTB CERAMIC TILE BASE

CWT CERAMIC WALL TILE

CTR CENTER

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DET DETAIL

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION &

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (OR) ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF EL FINISH FLOOR ELEVATION

FG FINISHED GRADE

FLR FLOOR

FLUOR FLUORESCENT

FR FIRE RESISTIVE

FT FOOT (OR) FEET

FURG FURRING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDR GUARD RAIL

GEN GENERAL

GL GLASS

GRD GRADE

GYP BD GYPSUM BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATING, &

AIR CONDITIONING

ID INSIDE DIAMETER

INSUL INSULATE (OR) INSULATION

INT INTERIOR

JAN JANITOR

K NOT USED

LAM LAMINATE

LAV LAVATORY

LIN LINEAR

LOC LOCATION

LTG LIGHTING

LVR LOUVER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PT PAINT (INTERIOR)

PVC POLYVINYL CHLORIDE

QTF QUARRY TILE FLOOR

QTB QUARRY TILE BASE

QTY QUANTITY

R RADIUS (OR) RISER

RB RESILIENT BASE

RD ROOF DRAIN

REC RECESSED

REF REFERENCE (OR) REFRIGERATOR

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RM ROOM

RO ROUGH OPENING

SECT SECTION

SF SQUARE FOOT

SHTHG SHEATHING

SIM SIMILAR

SPEC SPECIFICATION(S)

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASSIFICATION

STD STANDARD

STL STEEL

STRUCT STRUCTURAL (OR) STRUCTURE

T TREAD

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

TD TOWEL DISPENSER

TO TOP OF

TOC TOP OF CONCRETE

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WALL HYDRANT (OR) WATER HEATER

XFMR TRANSFORMER

ARCHITECTURAL ABBREVIATIONS

11.9

A A

B B

C C

F F

G G

H H

I I

J J

K K

L L

M M

P P

Q Q

R R

AE-401

SHORT TERM

PARTS

STORAGE

JOAP/ADMIN

PENETRANT

INSPECTION

LINE

GROUND FLOOR PLAN

SCALE:1/8"=1'-0"

A401

AE - 101

DRAWING TYPES LEGEND

0- GENERAL INFORMATION

1 - PLANS (HORIZONTAL VIEWS)

2 - ELEVATIONS (VERTICAL VIEWS)

3 - SECTIONS (SECTIONAL VIEWS)

4 - ENLARGED VIEWS (PLANS, ELEVATIONS OR SECTIONS)

5 - DETAILS

6 - SCHEDULES & DIAGRAMS

DISCIPLINE TYPE (ARCHITECTURE SHOWN)

DRAWING TYPE (PLAN, ELEVATION, ETC.)

SERIES/ FLOOR DESIGNATION

DETAIL CALLOUT

ENLARGED PLAN OR DETAIL

ON SHEET INDICATED

A201

INTERIOR ELEVATION CALLOUT

ARROWS INDICATE INTERIOR

ELEVATION ON SHEET

INDICATED

STRUCTURAL GRIDS

AS INDICATED ON DRAWINGS

BUILDING SECTION CALLOUT

ARROWS INDICATE BUILDING

SECTION ON SHEET INDICATED

A301

SECTION CALLOUT

ARROW INDICATE WALL SECTION ON

SHEET INDICATED

A302

ROOM NAME

ROOM NAME & NUMBER SYMBOL

REFER TO ROOM FINISH SCHEDULE

101A

DOOR NUMBER SYMBOL

REFER TO DOOR SCHEDULE

DOOR NUMBER WITH *

INDICATES ACCESS CONTROL

HARDWARE

PARTITION TYPE SYMBOL

REFER TO PARTITION TYPES

GLAZING TYPE SYMBOL

REFER TO GLAZING TYPES

AL1

REVISION SYMBOL

REFER TO SHEET BORDER FOR

REVISION HISTORY

ELEVATION DATUM SYMBOL

INDICATES DATUM ELEVATION AS INDICATED

Bottom Text Top Text

DISCIPLINE MODIFIER (ELEMENTS SHOWN)

ARCHITECTURAL SYMBOLS LEGEND

DRAWING TITLE

0 4' 8' 16'

1/8" = 1'-0"

NORTH ARROW AND SCALE

A301

FLOOR LEVEL

KEYNOTE SYMBOL

INDICATES INFORMATION FOUND IN

KEYNOTES ON PLAN

3 DIGIT ROOM NUMERAL

LOCATED IN THE

BOTTOM RIGHT

SHEET CORNER

0 2' 4' 8'

1/4" = 1'-0"

ROOM NUMBER

GRAPHIC SCALES

EQ5 3/4"EQ

8" CMU BOND BEAM

HOLLOW METAL FRAME -

SEE SCHEDULE

SEALANT BOTH SIDES

HOLLOW METAL

DOOR - SEE

SCHEDULE

REINFORCING

GROUT FILL

DOOR - SEE SCHEDULE

FOR TYPE AND SWING

HOLLOW METAL FRAME -

SEE SCHEDULE

SEALANT BOTH SIDES CMU

3/8" FLAT HEAD

COUNTERSUNK MACHINE

BOLTS AT 24" O.C. VERT

C M

U W

9'-4" A.F.F.

TOP OF CMU

URETHANE SEALANT

AT PERIMETER-RAKE

GROUT JOINT (1/4" DEEP)

FOR INSTALLATION

PT-2 ON ALL FACES

OF THE WASH RACK PT-2 ON ALL FACES

OF THE WASH RACK-

INSIDE AND OUT.

CONCRETE ROOF AT

WASH RACK-PT-2

PT-1

RESINOUS FLOORING -

INTEGRAL COVE BASE

FABRIC CURTAIN WALL

FABRICATED AS CLOSE

TO THE EDGES OF THE

OPENING AS POSSIBLE

A A

EXISTING CMU WALL

TO REMAIN

EXISTING THRESHOLD TO

REMAIN U.O.N.

EXISTING EXTERIOR ENCLOSURE

TO REMAIN UNDESTURBED

NEW 2"X2" LUMBER

TRIM AT PERIMETER

OF BLACKOUT PLYWOOD

- PAINT

.5/8" GYP BD.

PAINT GYP BD. AND TRIM

TO BLACKOUT EXISTING

OPENING.

COUNTERSINK EXPOSED

SCREWS AND FILL WITH

PUTTY - PAINT.

2"X2" HORIZ. LUMBER BATTEN

TRIM AT 2'-6" ABOVE THE EXIST.

THRESHOLD TO COVER HORIZ.

PLYWOOD JOINT.

EXISTING EXTERIOR ENCLOSURE

TO REMAIN UNDESTURBED.

AFF

9'-4"

A-001

FLOOR

SECOND

GYPSUM BOARD

PARTITION

ABOVE THE CMU

PARTITION

(RE: 10/AE-401)

CMU PARTITION

CMU BOND BEAMS

(RE:STRUCTURAL

NOTES)

HEAD CONDITION

(RE:WALL TYPES)

SEE

STRUCTURAL

FOR BRACING)

ALIGN GYPSUM BOARD

FINISH WITH

EXPOSED SIDE OF CMU

PARTITION.

IF BOTH SIDES ARE

EXPOSED

SEALANT

WITH BACKER ROD

BOTH SIDES

SUSPENDED

CEILING EDGE

TRIM ANGLE

CMU PARTITION

(REFER TO

PARTITION TYPES)

INSTALL CONTINUOUS

J-BEAD ON BOTH SIDES LA

U T

N D

H an so n No

Fi le na m e

Sc al e

Da te

W in g Ill in oi s Ai rN at io na lG ua rd Sp rin gf ie ld

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Br oa dw ay

Ex te ns io n, Su ite

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RICHARD S.

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A R

A L

A C

M O

B O

A-001

0 1' 2' 4'

1/2" = 1'-0" 0 8' 16' 32'

1/16" = 1'-0"

SCALE: 1/16" = 1'-0"

OVERALL FLOOR PLAN1

SCALE: 1 1/2" = 1'-0"

ARCHITECTURAL SYMBOLS LEGEND

SCALE: 3" = 1'-0"

DETAIL - CMU HEAD3

SCALE: 3" = 1'-0"

DETAIL - CMU JAMB7

SCALE: 1/2" = 1'-0"

INTERIOR ELEVATION RM 1035

SCALE: 1" = 1'-0"

DETAIL-BLACKOUT WINDOW2

SCALE: 1/2" = 1'-0"

DETAIL4

SCALE: 3" = 1'-0"

DETAIL6

3" 9"6"0

3" = 1'-0"

0 6" 1' 2'

1" = 1'-0"

EXISTING MAINTENCE HANGAR AREA - THERE

IS NO WORK IN THIS AREA UNLESS SPECIFICALLY

MENTIONED OF DOCUMENTED IN THE CONSTRUCTION

DOCUMENTS.

07091011121314

D O

O R

H E

DOOR WIDTH

WFI WOOD, INTERIOR

2" 2"DOOR WIDTH

D4 STEEL

D O

O R

H E

T 4"

11.9 11 10 9 8 7 6 5 4 3 2 1 17

A A

B B

C C

8' -0

JOAP/ADMIN

1 2

A-001

4 4

RE:4/A-001

9 9

7 7 7

4' -0

'-6

4'-0" 1'-6"

PENETRANT

INSPECTION

LINE

SHORT TERM

PARTS

STORAGE

8'-10"

FIELD

VERIFY

'-4

4'-4"

A-001

10" 4'-6" 6"

5' -6

8 8 8 8 8 8

4'-0" 2'-0"

13 13 13 13

2'-0"

4'-0" 8'-0" 4'-0"

8' -0

AE-401

RE:4/A-001

182' -0

FINISH

FLOOR

DECK

8" CMU

NON-RATED PARTITION AS SHOWNF1

FINISHED FLOOR

BASE AS

SCHEDULED

SEALANT BOTH

SIDES

5/8" GYP BD

(BOTH SIDES)

SLOTTED

DEFL TRACK

SEALANT BOTH

SIDES

5 4 3

4" 3'

-4

4" 3'

-8

4" 4'-6" 4" 4'-6" 4" 1'-11 3/4"1'-11 3/4"

4'-6" 4" 4'-6" 4"

AE-401

A-001

AE-4014

31'-4 1/2"

8' -0

32'-0 1/2"

8' -0

6" 8"

7' -0

12'-0"4"

1/4" 1" 1/4" 4"

EXTRUDED ALUMINUM

LOUVERS TYP.

ALUM. FB 1/4" X 2 " RIBS TYP.

HINGES

STEEL 4" X 4" X 1/4"

GATE POSTS TYP.

CAPPED

ALUM. L3" X 3" X 1/4"

PANEL FRAME TYP.

FOUR SIDES

3/16" DIA. CABLE BRACING

TYP(AS NEEDED)

EQ. EQ.

ALUM. 2" X4" RECT TUBE

GATE LEAF FRAME TYP.

PAD LOCKABLE SLIDE BOLT

LOCKABLE DROP RODS

ALUM. 1" SQ. SOLID

GUSSTES TYP. (AS

NEEDED)

PLAN

ELEVATION

EXTRUDED ALUMINUM

LOUVERS TYP.

ALUM. FB 1/4" X 2 " RIBS TYP.

ALUM. L3" X 3" X 1/4"

PANEL FRAME TYP.

FOUR SIDES

3/16" DIA. CABLE BRACING

TYP.(AS NEEDED)

ALUM. 2" X 4" RECT TUBE

GATE LEAF FRAME TYP.

ALUM. 1" SQ. SOLID GUSSTES

TYP. (AS NEEDED)

1/ 2"

O V

10"

11/16" DIA

C L

4"X4"X 1/4"

3/4" PL

7' -0

EXTRUDED ALUMINUM

LOUVERS TYP.

ALUM. FB 1/4" X 2 " RIBS TYP.

ALUM. L3" X 3" X 1/4"

PANEL FRAME TYP.

FOUR SIDES

3/16" DIA. CABLE BRACING

TYP.(AS NEEDED)

ALUM. 2" X 4" RECT TUBE

GATE LEAF FRAME TYP.

ALUM. 1" SQ. SOLID GUSSTES

TYP. (AS NEEDED)

1/ 2"

O V

ALUM. FB 1/4" X 2 " RIBS TYP.

ALUM. TS 4"X4"X 1/4" POST

TYP. CAP TOP AND GRIND

SMOOTH

7' -0

4" 4"5'-0" MAX

PLAN

ELEVATION

U T

N D

H an so n No

Fi le na m e

Sc al e

Da te

W in g Ill in oi s Ai rN at io na lG ua rd Sp rin gf ie ld

,I llin oi s

H an so n

Pr of es si on al

Se rv ic es

In c.

So ut h Si xt h

St re et

Ph on e:

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L-

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RICHARD S.

JOHNSON

2300L IC E N S E D A R C H IT

E C T

S T

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TYPE B3 (100%) SUBMITTAL - 8/18/2017C

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AE-401

DOOR SCHEDULE

MARK

DOOR FRAME

SHEET KEYNOTES HARDWARE SET

SIZE

TYPE

DETAIL

WIDTH HEIGHT THK HEAD JAMB SILL

1 6'-0" 7'-0" 1 3/4" D4 3/A-001 7/A-001 - 2, 3 2 6'-0" 7'-0" 1 3/4" D4 3/A-001 7/A-001 - 2, 3

ROOM FINISH SCHEDULE

ROOM

NUMBER. ROOM NAME FLOOR FINISH

BASE

FINISH

WALL FINISHES

CEILING

FINISH

CEILING

HEIGHT

SHEET

KEYNOT

NOTESNORTH SOUTH EAST WEST

100 JOAP/ADMIN EXIST. TO REMAIN NONE PT-1 PT-1 PT-1 PT-1 EXP.

STRUCTURE

EXP.

STRUCTURE

101 SHORT TERM PARTS

STORAGE

EXIST. TO REMAIN NONE PT-1 PT-1 PT-1 PT-1 EXP.

STRUCTURE

EXP.

STRUCTURE

102 PENETRANT

INSPECTION LINE

EPOXY FLOORING ICB-1 PT-1 PT-1 PT-1 PT-1 EXP.

STRUCTURE

EXP.

STRUCTURE

GENERAL NOTES

SHEET KEYNOTES

SCALE: 1/4" = 1'-0"

DOOR TYPE

SCALE: 1/4" = 1'-0"

FRAME TYPE

SCALE: 1/8" = 1'-0"

ENLARGED FLOOR PLAN1

0 4' 8' 16'

1/8" = 1'-0" N

0 2' 4' 8'

1/4" = 1'-0"

1 PAINT EXISTING WALL TO REMAIN

2 PAINT DOOR FRAME TO MATCH EXISTING

ADJACENT FRAMES

3 PAINT DOOR TO MATCH EXISTING ADJACENT

FRAMES

4 EXISTING DOOR TO REMAIN

5 EXISTING ELEVATOR SHAFT, ELEVATOR AND

EQUIPMENT TO REMAIN UNDESTURBED

6 NEW CMU WASH RACK-PAINT INSIDE, OUTSIDE AND

TOP WITH PT-2 (SECTION 09060-COLOR SCHEDULE)

7 EXISTING WALL TO REMAIN

SCALE: 1 1/2" = 1'-0"

PARTITION TYPES10

8 EXISTING GOVERNMENT FURNISHED EQUIPMENT

TO BE DELIVERED TO THE SPACE BY THE

GOVERNMENT. THE GENERAL CONTRACTOR WILL

BE RESPONSIBLE FOR THE FINAL CONNECTIONS

AND INSTALLATION OF THE EQUIPMENT.

9 OFFICE DESKS - FF&E (GFCI)

10 EYEWASH SUMP PIT WITH FRAME AND GRATE

1. REFER TO SECTION 090690 - COLOR SCHEDULE

FOR MATERIAL COLORS.

11 ALIGN FACE OF GYPSUM BOARD WITH OUTSIDE

FACE OF CHAMFERED COLUMN.

SPECIALTY EQUIPMENT SCHEDULE

NUMBER Description LENGTH DEPTH HEIGHT ITEM # PROVIDED BY

01 ASPEX JEMM MICROSCOPE 6'-0" 3'-0" 6'-0" 01 G.F.C.I.

02 SPECTROIL M/N & SPECTROIL M SPECTROMETERS 9'-0" 3'-0" 6'-0" 01 G.F.C.I.

03 JET SCAN MICROSCOPE 4'-0" 3'-0" 4'-0" 01 G.F.C.I.

04 MAGNE-TECH MAGNETIC PARTICLE MACHINE 10'-6" 4'-6" 7'-0" 04 G.F.C.I.

05 ANTI-STATIC MAT 2 14'-6" 3'-0" 1" 04 G.F.C.I.

06 ANTI-STATIC MAT 1 40'-0" 3'-0" 1" 04 G.F.C.I.

07 U.V. INSPECTION STATION 6'-0" 3'-0" 7'-0" 07 G.F.C.I.

09 POWER DRYER 6'-0" 3'-0" 7'-0" 09 G.F.C.I.

10 ROLLER / CABINET 4'-0" 3'-0" 7'-0" 10 G.F.C.I.

11 U.V. WASH STATION 4'-0" 3'-0" 7'-0" 11 G.F.C.I.

12 E-58D EMULSIFIER 4'-0" 3'-0" 7'-0" 12 G.F.C.I.

13 WASH STATION 4'-0" 3'-0" 3'-0" 13 G.F.C.I.

14 PENETRANT FP-97A 4'-0" 3'-0" 3'-0" 14 G.F.C.I.

15 EMERGENCY EYE WASH / SHOWER UNIT 4'-0" 4'-0" 1'-0 1/4" 15 C.F.C.I.

12 EXISTING CMU WALL INFILL TO REMAIN.

13 BLACKED OUT EXTERIOR OPENING. RE: 2 /A-001

14 CUT EXISTING THRESHOLD BACK FLUSH WITH

THE FACE OF WALL.

15 FABRIC CURTAIN SEE SPEC. 11.13.23

SCALE: 1/4" = 1'-0"

ENLARGED FLOOR PLAN2 SCALE: 3/4" = 1'-0"

GATE3

SCALE: 3/4" = 1'-0"

PANEL SECTION6

SCALE: 1 1/2" = 1'-0"

BASE PLATE DETAIL5

SCALE: 3/4" = 1'-0"

GATE SECTION7

SCALE: 3/4" = 1'-0"

PANEL4

1' 3'2'0

3/4" = 1'-0"

6" 1'-6"1'0

1 1/2" = 1'-0"

16 BLACKEDOUT DOOR WINDOW. RE: 2 /A-001

17 CHANGE DOOR LOCKSET TO BE LOCKABLE FROM

ROOM 102. INSTALL BLANK ROSES ON EXTERIOR

SIDE OF DOOR

18 UTILITY SINK

GENERAL:

G-1 GOVERNING CODE:

2015 INTERNATIONAL BUILDING CODE

G-2 SNOW LOADS: NOT APPLICABLE

G-3 WIND LOADS:

- INTERNAL WIND PRESSURE - 16 PSF

G-4 SEISMIC LOADS:

- RISK CATEGORY = III

- SITE CLASS C

- Ss = 0.203

- S1 = 0.104

- SEISMIC DESIGN CATEGORY - B

- Sds = 0.162

- Sd1 = 0.118

G-5 LIVE LOADS:

- HOIST = 1000 LBS

G-6 DEAD LOADS:

- SELF WEIGHTS OF COMPONENTS

G-7 THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,

COORDINATES AND EXISTING CONDITIONS PRIOR TO

CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY

DISCREPANCY IMMEDIATELY.

G-8 COORDINATE STRUCTURAL SHEETS WITH ALL OTHER SHEETS

FOR PIPE SIZES AND LOCATIONS, BEAM POCKETS, GRATING

LEDGES, BLOCK OUTS, ELECTRICAL REQUIREMENTS AND ANCHOR

BOLTED ATTACHMENTS.

G-9 STRUCTURAL SYSTEM IS DESIGNED TO WORK AS A

COMPLETED SYSTEM, ANY TEMPORARY SHORING, OR BRACING

NEEDED DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY

OF THE GENERAL CONTRACTOR; CONTRACTOR IS RESPONSIBLE

FOR ADEQUACY OF TEMPORARY SHORING.

G-10 SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND

PLUMBING PLANS FOR ADDITIONAL SLEEVES, INSERTS, ETC.

G-11 ALL SUBTERRANEAN STRUCTURES, UTILITIES, PIPING, ETC.

IN THE AREA OF ALL EXCAVATIONS TO BE LOCATED AND MARKED

BY CONTRACTOR PRIOR TO EARTH REMOVAL WORK. FLAGS OR

PAINT ARE ACCEPTABLE METHODS. CONTRACTOR TO MAINTAIN

MARKERS UNTIL ALL EXCAVATION ACTIVITIES HAVE CEASED.

COORDINATE WITH OWNER.

G-12 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE

SAFETY AND ALL ACCIDENTS WHICH RESULT IN DEATH, PERSONAL

INJURY OR DAMAGE TO PROPERTY ARISING OUT OF OR IN

CONNECTION WITH PERFORMANCE OF THE WORK, WHETHER

ADJACENT TO OR AT THE SITE.

G-13 NO PIPES OR SLEEVES FOR MECHANICAL TRADES SHALL

PASS THROUGH STRUCTURAL MEMBERS WITHOUT APPROVAL OF

THE STRUCTURAL ENGINEER.

G-14 ALL SECTIONS, DETAILS AND NOTES SHOWN ON THE

DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO

SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN.

G-15 SHOP DRAWINGS PREPARED BY SUPPLIERS AND

SUBCONTRACTORS SHALL BE REVIEWED BY THE GENERAL

CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT. STRUCTURAL

ENGINEER'S REVIEW SHALL BE FOR SIZES AND GENERAL

CONFORMANCE WITH INFORMATION GIVEN IN CONSTRUCTION

DOCUMENTS ONLY. NO WORK SHALL BE STARTED WITHOUT SUCH

REVIEW. BASED ON SUCH REVIEWS, ACTIONS WILL BE NOTED FOR

EACH SHOP DRAWING SUBMITTAL AS LISTED BELOW:

- NO EXCEPTIONS TAKEN: FABRICATION, MANUFACTURING OR

CONSTRUCTION MAY PROCEED ON THE BASIS THAT THE SUBMITTAL

IS IN CONFORMANCE WITH THE DESIGN CONCEPT AND THE

CONTRACT DOCUMENTS.

- FURNISH AS CORRECTED: FABRICATION, MANUFACTURING OR

CONSTRUCTION MAY PROCEED AFTER MAKING THE NOTED

CORRECTIONS TO SATISFY COMPLIANCE WITH THE DESIGN

CONCEPT AND/OR THE CONTRACT DOCUMENTS.

- REVISE AND SUBMIT: NO FABRICATION, MANUFACTURING OR

CONSTRUCTION MAY PROCEED. RESUBMIT FOR REVIEW AFTER

REQUESTED REVISIONS ARE MADE.

- SUBMIT SPECIFIED ITEM: NO FABRICATION, MANUFACTURING

OR CONSTRUCTION MAY PROCEED. SUBMIT SPECIFIED ITEM TO

HANSON FOR REVIEW.

- REJECTED: SEE REMARKS NO FABRICATION, MANUFACTURING

OR CONSTRUCTION MAY OCCUR FOR REASONS STATED IN

"REMARKS".

G-16 ALL ASTM DESIGNATIONS SHALL BE THE LATEST UNLESS

NOTED OTHERWISE.

CONCRETE:

C-1 MATERIAL PROPERTIES (U.N.O.)

- COMPRESSIVE STRENGTH - f'c = 4,500 PSI

- CONCRETE REINFORCEMENT - Fy = 60 KSI (A615 GR 60)

C-2 PROTECTIVE COVERING FOR REINFORCEMENT BARS SHALL BE

AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS:

- FOOTINGS:

BOTTOM & SIDES = 3"

TOP = 2"

- WALLS:

EXTERIOR EXPOSURE = 2"

INTERIOR EXPOSURE = 3/4"

- BEAMS / COLUMNS:

OVER TIES OR STIRRUPS = 11/2"

ELEVATED SLABS: = 1"

C-3 ALL REINFORCEMENT BARS SHALL BE FABRICATED IN

ACCORDANCE WITH THE LATEST CRSI MANUAL OF STANDARD

PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES

AND SHALL BE CLEAN AND FREE OF GREASE AND SCALING RUST.

C-4 CONTINUOUS TOP AND BOTTOM BARS, WHEN SHOWN IN

SECTION ONLY, SHALL BE LAPPED AS FOLLOWS: TOP BARS NEAR

MIDSPANS, BOTTOM BARS DIRECTLY OVER SUPPORTS.

C-5 A 3/4" x 3/4" CHAMFER SHALL BE PROVIDED AT THE EDGE OF

ALL FINISHED WALLS, BEAMS AND COLUMNS.

C-6 FOR SLABS ON GRADE, PROVIDE 1/2" THICK PREMOLDED JOINT

FILLER AND SEALANT TO ISOLATE THE SLAB FROM CONTACT WITH

THE STRUCTURES ALONG ITS PERIMETER. AT DEEP FOUNDATIONS,

CAST SLABS TIGHT TO WALLS AND PROVIDE 1/2" x 1/2" FORMED

NOTCH FILLED WITH SEALANT. SEE FOUNDATION DETAILS.

C-7 TWO #5 BARS EACH FACE SHALL BE PROVIDED DIAGONALLY

AT ALL CORNERS OF WALL AND SLAB OPENINGS AND AT ALL

REENTRANT CORNERS OF SLABS. BARS SHALL BE EXTENDED 24"

MINIMUM BEYOND CORNERS OF THE OPENINGS.

C-8 PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB-ON-

GRADE AT 15 FEET MAXIMUM SPACES EACH DIRECTION.

CONTRACTOR SHALL SUBMIT PLANS OF JOINT LOCATIONS FOR

APPROVAL.

C-9 ALL CONTROL JOINTS SHALL BE TOOLED OR SAWN.

C-10 LAP ALL BARS AS FOLLOWS U.N.O. (CLASS B):

#3=1'-7" #4=2'-1" #5=2'-7" #6=3'-1" #7=4'-6" #8=5'-2" #9=5'-10" #10=6'-7" #11=7'-4"

- FOR EPOXY COATED BARS, PROVIDE 1.3 TIMES THE INDICATED

LAP LENGTH.

- FOR TOP BARS, PROVIDE AN ADDITIONAL 1.3 TIMES THE

INDICATED LAP LENGTH.

C-11 HOOK REINFORCEMENT BARS AT DISCONTINUOUS ENDS,

TYPICAL UNLESS OTHERWISE NOTED. EXTEND REINFORCEMENT TO

FAR FACE OF PEDESTALS AND / OR COLUMNS UNLESS NOTED

OTHERWISE.

C-12 PITCH CONCRETE AS REQUIRED TO FLOOR DRAINS 1/4" PER

FOOT UNLESS OTHERWISE NOTED. SEE PLUMBING DRAWINGS.

C-13 ALL INTERIOR SLABS-ON-GRADE TO BE EXPOSED TO VIEW IN

THE FINISHED WORK SHALL RECEIVE A SMOOTH TROWEL FINISH

UNLESS OTHERWISE NOTED. ALL EXTERIOR CONCRETE SURFACES

(E.G. SLABS, STAIRS, RAMPS) SHALL BE ROUGHENED BY

BROOMING IN THE DIRECTION PERPENDICULAR TO THE MAIN

TRAFFIC ROUTE IMMEDIATELY AFTER TROWEL FINISHING IS

COMPLETED.

C-14 COUPLER AND STRUCTURAL CONNECTORS: WHERE

SPECIFIED, PROVIDE COUPLER / CONNECTOR CAPABLE OF

DEVELOPING 125% OF THE YIELD STRENGTH OF THE SPLICED /

CONNECTED BAR. PROVIDE THREADED DOWELS WHERE

REQUIRED.

STRUCTURAL STEEL:

S-1 MATERIAL PROPERTIES (U.N.0.)

- W-SHAPES - Fy = 50 KSI (A992 OR A572 Gr 50)

- HSS - Fy = 46 KSI (A500, Gr. B)

- ANGLES - Fy = 36 KS I(A36)

- PLATES & BAR - Fy = 36 KSI (A36)

- ANCHOR BOLTS - Fy = 36 KSI (ASTM F1554 Gr 36)

S-2 ALL DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL

STEEL MEMBERS SHALL BE IN ACCORDANCE WITH THE AISC - "STEEL

CONSTRUCTION MANUAL", FOURTEENTH EDITION.

S-3 ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST

"AWS" SPECIFICATIONS BY CERTIFIED WELDERS. ALL WELDS SHALL

BE MADE WITH E70XX ELECTRODES UNLESS NOTED OTHERWISE.

S-4 CONNECTIONS NOT DETAILED ON THE PLANS SHALL BE

SELECTED IN ACCORDANCE WITH AISC SPECIFICATIONS, TYPE 2

FRAMING CONNECTIONS USING 3/4" DIA. ASTM A325 N-BOLTS (SNUG

TIGHT). UNLESS OTHERWISE NOTED, FOR A GIVEN SIZE AND GRADE

OF BEAMS, CONNECTIONS SHALL BE SELECTED BY THE FABRICATOR

TO SUPPORT THE FOLLOWING BEAM REACTIONS:

R = W/2 > 6 KIPS

W = MAX. TOTAL UNIFORM LOAD (ASD), KIPS, FOR BEAM SPAN IN

FEET PER AISC STEEL CONSTRUCTION MANUAL, THIRTEENTH EDITION,

PART 3, MAXIMUM TOTAL UNIFORM LOAD TABLES (ASD). IN NO CASE

SHALL THE NUMBER OF BOLTS, n, BE LESS THAN THE FOLLOWING FOR

THE INDICATED BEAM CLASS:

n = 2 3 4 5 6 8

W8 W12 W16 W21 W27 W33 W10 W14 W18 W24 W30 W36 C9 C15

S-5 OPENINGS REQUIRED IN STRUCTURAL STEEL MEMBERS SHALL BE

SHOWN ON THE DRAWINGS. FIELD CUTTING OF HOLES IN

STRUCTURAL STEEL MEMBERS SHALL NOT BE ALLOWED WITHOUT

WRITTEN PERMISSION OF THE ENGINEER.

S-6 CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND

DIMENSIONS PRIOR TO STRUCTURAL STEEL FABRICATION.

S-7 THE CONTRACTOR SHALL FURNISH AND INSTALL MISCELLANEOUS

STEEL (CURBS, HANGERS, BRACING, ETC.) AS CALLED FOR OR AS

NECESSARY PER ARCHITECTURAL AND MECHANICAL / ELECTRICAL

DRAWINGS.

S-8 BEAM AND LINTEL BEARING PLATES TO BE FULLY GROUTED WITH

1/2" MINIMUM THICKNESS NON-SHRINK GROUT.

S-9 ANCHOR BOLTS TO BE PROVIDED AT ALL LINTEL AND BEAM

BEARINGS ON MASONRY OR CONCRETE.

S-10 WHENEVER CONSTRUCTION SCHEDULING REQUIRES THE

ERECTION OF STRUCTURAL MEMBERS WHICH BY THEMSELVES

WOULD BE CONSIDERED LATERALLY UNSTABLE, ADEQUATE

TEMPORARY BRACING SHALL BE PROVIDED.

S-11 ALL INTERIOR STEEL TO RECEIVE SHOP PRIMER AND WHITE

TOP COAT TO MATCH EXISTING WHITE CEILINGS. SEE DIVISION 9

SPECIFICATIONS FOR COATING REQUIREMENTS OF INTERIOR STEEL

FRAMING.

S-12: ALL EXTERIOR STEEL FRAMING TO BE HOT DIPPED GALVANIZED

PER ASTM A123.

MASONRY:

M-1 MATERIAL PROPERTIES (U.N.O.)

- COMPRESSIVE STRENGTH - f'm = 1500 PSI

- MASONRY REINFORCEMENT - Fy = 60 KSI (A615 GR 60)

- MORTAR - TYPE S

- GROUT @ 28-DAYS - 2500 PSI (ASTM C476)

M-2 ALL CELLS WITH VERTICAL REINFORCEMENT SHALL BE

GROUTED SOLID.

M-3 ALL LINTEL BEARINGS SHALL BE GROUTED TO THE

FOUNDATION.

M-4 MASONRY UNITS TO BE PLACED IN ONE-HALF RUNNING BOND,

UNLESS OTHERWISE NOTED.

M-5 MASONRY DESIGN BASED ON INSPECTED WORKMANSHIP.

M-6 ALL INTERIOR NON-LOAD BEARING MASONRY PARTITION WALLS

SHALL BE REINFORCED WITH #4 BARS @ 32" O.C. VERTICAL. ALL

CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED SOLID.

LAP BARS 50 BAR DIAMETERS UNLESS NOTED OTHERWISE.

PROVIDE BOND BEAM EVERY 5'-4" OF VERTICAL WALL WITH

REINFORCED WITH 1-#5 BAR. SEE ARCHITECTURAL DRAWINGS FOR

MASONRY SIZES AND LOCATIONS.

M-7 ALL MASONRY WALLS ARE TO HAVE HORIZONTAL, 9 GAUGE

JOINT REINFORCEMENT WHICH DOES NOT EXCEED 16 INCHES ON

CENTER VERTICALLY.

M-8 ALL LAPS SHALL BE 50 BAR DIAMETERS U.N.O.

M-9 HOLLOW MASONRY UNITS SHALL BE LAID WITH FULL HEAD

JOINTS AND FULL BED JOINTS OF THE FACE SHELLS AND UNDER

WEBS WHERE THE ADJACENT CELLS ARE TO BE FILLED WITH

GROUT AND AT THE BOTTOM COURSE.

GENERAL STRUCTURAL NOTES

MISC. STEEL LINTEL SCHEDULE FOR

NON-STRUCTURAL WALLS

WALL

THICKNESS

OPENING WIDTH

SHAPE

4" 1 ANGLE 3 1/2x3 1/2x5/16

0'-0" TO 6'-0"

1 ANGLE 6x3 1/2x5/16

6'-1" TO 8'-0"

6" 2 ANGLE 3 1/2x2 1/2x5/16 1 ANGLE 5x3x5/16

1 ANGLE 3 1/2x3 1/2x5/16

8" 2 ANGLES 3 1/2x3 1/2x5/16 2 ANGLES 6x3 1/2x5/16

10" 2 ANGLES 4x4x5/16 2 ANGLES 6x4x5/16

12" 3 ANGLES 3 1/2x3 1/2x5/16 3 ANGLES 6x3 1/2x5/16

NEW DUCTWORK, SEE MECHANICAL

EXISTING CMU WALL

INSTALL L3 1/2x3 1/2x5/16 WITHIN JOINT ON

EITHER SIDE OF WALL WITH 8" OF BEARING

ON EACH SIDE OF DUCT PENETRATION

PRIOR TO REMOVING CMU BELOW

REMOVED CMU FOR NEW

DUCT PENETRATION

Y O U T

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S-001

R M

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TYPE B-3 (100%) SUBMITTAL - 08/18/2017

R M

1 1/2" = 1'-0"1

TYPICAL EXISTING WALL LINTEL

0 1' 2'

123456789101111.9 17 16 15

EXISTING 4"

SANITARY SEWER

S-101

SIM

S-101

SIM

S-101

NEW UTILITIES, SEE

PLUMBING

S-101

SIM

SLAB CUTS

FOR UTILITIES

S-102

1 ________ S-102

9'-4"

S-103

SEE ARCH FOR

SUMP LOCATION

FULLY GROUT 4'-8"

WIDE SECTION OF

CMU AT WALL

MOUNTED SINK

#4@32" VERT. MASONRY

REINFORCEMENT, DRILLED AND

EPOXY GROUTED INTO SLAB

WITH 3" MINIMUM EMBEDMENT

8" CMU PARTITION WALL

EXISTING 5" +/- SLAB ON GRADE

FIRST FLOOR

EL. 100'-0" +/-

TOP OF CMU PARTITION

9'-4" AFF

SECOND FLOOR

EL. 112'-6" +/-

L3x3x1/4 KICKER AT 5'-0" MAX SPACING

ALONG LENGTH OF WALL, KICKERS TO

BE WITHIN ROOMS #100 AND #102,

COORDINATE LOCATION OF KICKERS

WITH NEW AND EXISTING DUCTWORK WT8x33.5 WITH (2)-5/8" DIA.

F1554 ANCHOR BOLTS, 1 ON

EITHER SIDE OF WEB,

CENTERED IN THE BOND BEAM,

WITH 4" MINIMUM EMBEDMENT

BOND BEAM WITH 1-#5 BAR

1/4

TYP.

L3x3x1/4x7" LONG WITH (2)-5/8" DIA.

CONCRETE SCREW ANCHORS (POWERS

WEDGE BOLT OR EQUIVALENT) WITH 3

1/4" MINIMUM EMBEDMENT

STUD WALL, SEE ARCH

NEW UTILITY, SEE

PLUMBING DRAWINGS

PIPE BEDDING

COMPACTED DRAINAGE

COURSE MATERIAL (IDOT CA-7)

MATCH EXISTING, 4" MIN.

NEATLY CUT EXISTING 5"+/- SLAB

FOR NEW UTILITIES AND PATCH

SLAB TO BE FLUSH WITH

EXISTING

FIRST FLOOR

EL. 100'-0"+/-

#4@12" CONT.

#4@12" DRILLED AND EPOXY

GROUTED INTO EXISTING

SLAB WITH 4" MINIMUM

EMBEDMENT, BAR TO EXTEND

TO WITHIN 4" OF FAR END OF

SLAB CUT, STAGGER DOWELS

EA. SIDE OF TRENCH

EXISTING 5" +/- SLAB

REPLACEMENT REMOVAL

LIMITS OF SLAB REMOVAL AND

EXCAVATION FOR NEW

UNDERSLAB PLUMBING WORK

COMPACTED ENGINEERED

FILL AS REQUIRED

10 MIL POLYETHYLENE

VAPOR BARRIER

1/4" FORMED JOINT

AND SEALANT

NEATLY SAW CUT EXISTING

5"+/- SLAB FOR NEW WASH BAY

#4@32" MASONRY DOWELS WITH

90 DEG. HOOK INTO NEW SLAB

#4@12", EW

NEW 5" SLAB, SEE

ARCH FOR SLAB PITCH

#4@12" DOWELS DRILLED AND EPOXY

GROUTED INTO CENTER OF EXISTING

SLAB WITH 6" MINIMUM EMBEDMENT,

LAPPED TO NEW SLAB REINFORCEMENT

FLOOR DRAIN PIPING,

SEE PLUMBING6" GRANULAR BACKFILL

8" CMU WALL

BOND BEAM AT TOP OF

WALL WITH 1-#5 BAR

TOP OF WALL

9'-4" AFF

FLAT SLAB

CONTINUOUS SEALANT AT

BASE OF CMU

#4@12" EW

#5 DOWEL @ 32"

CORRESPONDING TO

REINFORCED CELLS WITH

90 DEG HOOK INTO SLAB

6" CONC. SLAB

EXISTING FLOOR BEAMS

C L R

SLEEVE AND SEALANT FOR

LIGHT FIXTURE, SEE ELEC.

3-3" SLEEVES AND SEALANT FOR

PLUMBING VENTS, REFER TO P-102

NEATLY SAW CUT AND

REMOVE EXISTING 5" +/- SLAB

FOR NEW SHOWER SUMP

1 1/2" PULTRUDED

FIBERGLASS GRATING

L1 1/2x1 1/2x1/4 EMBED

FOR GRATING SILL

#4@12" DOWELS DRILLED AND EPOXY

GROUTED INTO CENTER OF EXISTING SLAB

WITH 4" MINIMUM EMBEDMENT, HOOKED TO

LAP NEW REINFORCEMENT

#4@12", EW

FLOOR DRAIN, SEE

PLUMBING, PITCH

SLAB TO DRAIN

6" COMPACTED DRAINAGE

COURSE (IDOT CA-7)

EMERGENCY EYE

WASH, SEE PLUMB

EMERGENCY

SHOWER, SEE

PLUMBING

S-101

4'-0" SQUARE

(2) L3 1/2x3 1/2x5/16

LINTEL ANGLES

DOOR FRAME, SEE ARCH

1/4 1@6

1-#5 BAR

CENTERED IN

SLAB (TYP.)

YP.)

2' -0

" M

O R

PEN

YP.)

3" C

EL. SEE ARCH.

2-#4 BARS FULL HEIGHT

24" MIN.

2-#4 BARS IN BOND

BEAM AT SILL (TYPICAL

ALL OPENINGS)

8" BRG.

LINTEL ANGLES

1/4" FORMED JOINT

AND SEALANT

2"4"

L2x2x3/16 CONT.

AROUND SUMP WITH

3/8" DIA.x3" SHEAR

CONNECTOR SPACED

AT 12" O.C. (GALV.)

SHIM GRATING AS

REQUIRED TO MATCH

EXISTING SLAB SURFACE

EXISTING 5"+/- SLAB

#4@12" DOWELS DRILLED

AND EPOXY GROUTED INTO

CENTER OF EXISTING SLAB

WITH 4" MINIMUM

EMBEDMENT, HOOKED TO

LAP NEW REINFORCEMENT

Y O U T

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R M

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TYPE B-3 (100%) SUBMITTAL - 08/18/2017

R M

1/8" = 1'-0"1

FIRST FLOOR PLAN

1" = 1'-0"2

TYPICAL PARTITION WALL SECTION

1 1/2" = 1'-0"3

TYPICAL SLAB CUT SECTION

3/4" = 1'-0"5

WASH BAY SLAB

3/4" = 1'-0"4

EMERGENCY SHOWER SUMP

N 4'0 8' 16'

0 6" 1' 2' 0 1' 2' 3'

0 1' 2' 3'

1" = 1'-0"7

TYPICAL DOOR LINTEL

1" = 1'-0"8

TYPICAL FLOOR SLAB OPENING

1" = 1'-0"6

TYPICAL INTERIOR MASONRY LINTEL BEARING

0 6" 1' 2' 0 6" 1' 2'

0 6" 1' 2'

1 1/2" = 1'-0"9

DETAIL

0 1' 2'

SEE ARCH DRAWINGS FOR

NEW WALL LOCATIONS

S-102

1'-0" 1'-0"

CENTERLINE OF MONORAIL (1000 LBS. CAPACITY)

CENTERLINE OF PENETRANT LINE

HOOK COVERAGE

AREA

39'-8 3/8" +/-

2'-8 3/8" +/-

1'-1 5/8" +/-

S-102

PART PICK-UP

AREA

S-102

W8X15 W8X15 W8X15 W8X15 W8X15 W8X15

S-102

P A

R T

CENTERLINE OF

PENETRANT LINE

S-102

5'-6"

1'-3"

FIRST FLOOR

EL. 100'-0" +/-

S-102

SECOND FLOOR

EL. 112'-6" +/-

H O

M O

N O

R A

N D

C O

N N

C A

E T

GFGI

CFCI

S-102

EXISTING

CONCRETE FRAME

PENETRANT LINE

EQUIPMENT (GFGI)

EXISTING CONCRETE

FLOOR BEAM

1000 LBS. HOIST,

SEE SPEC 14510

1000 LBS.

MONORAIL, SEE

SPEC 14510

S-102

SECOND FLOOR

EL. 112-6' +/-

FIRST FLOOR

EL. 100'-0" +/-

C L E

A R

E Q

M E

N T

L O

C A

T E

C A

B L E

T O

FLEXIBLE HOIST

FESTOON CABLE

SECOND FLOOR

112'-6" +/-

S-102

L6x4x5/16x13" LONG EA. SIDE OF WIDE FLANGE

WITH (2) 1/2" DIA. CONCRETE SCREW

ANCHORS, POWERS SCREW BOLT PLUS OR

EQUIVALENT, 3 1/2" LONG IN STD HOLES

WIDE FLANGE RAIL SUPPORT WITH (2)

5/8" DIA. A325 SC BOLTS IN OVERSIZED

HOLES, SEE PLAN FOR LOCATION

MONORAIL TRACK

PARALLEL FLUSH-MOUNTED

HANGER BY MONORAIL

MANUFACTURER

CONCRETE FRAME

CONCRETE BEAM (BEYOND)

HOIST

APPROX. LOCATION OF BEAM

REINFORCEMENT, DO NOT CUT

APPROX. LOCATION OF FRAME

REINFORCEMENT, DO NOT CUT

1" 3" 2"

PREFERRED ANCHOR LOCATION

ALTERNATE ANCHOR LOCATION

L6x4x5/16x13" LONG EA. SIDE OF WIDE FLANGE WITH (2)

1/2" DIA. CONCRETE SCREW ANCHORS, POWERS SCREW

BOLT PLUS OR EQUIVALENT, 3 1/2" LONG IN STD HOLES

PARALLEL FLUSH-MOUNTED

HANGER BY MONORAIL

MANUFACTURER

MONORAIL TRACK

WIDE FLANGE RAIL SUPPORT, SEE

PLAN, COPE BEAM END TO CLEAR

ANGLE HANGERS

SECOND FLOOR

EL. 112'-6" +/-

EXISTING

CONCRETE FRAME

1/2" CLR.

HOIST

E A

R A

M E

(2) 5/8" DIA. A325 SC

BOLTS IN OVERSIZED

HOLES

SECOND FLOOR

EL. 112'-6" +/-

L4x4x5/16x4" LONG EA. SIDE OF

WIDE FLANGE WITH (1) 1/2" DIA.

MASONRY SCREW ANCHOR 3"

EMBEDMENT IN STD HOLES

EXISTING CMU WALL

EXISTING CONCRETE FRAME

TYPICAL CONNECTION,

SEE DETAILS

WIDE FLANGE RAIL SUPPORT,

SEE PLAN, COPE BEAM END

TO CLEAR ANGLE HANGERSEND STOP BY HOIST

MANUFACTURER

Y O U T

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S-102

R M

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TYPE B-3 (100%) SUBMITTAL - 08/18/2017

R M

1/4" = 1'-0"1

ENLARGED MONORAIL PLAN

1/4" = 1'-0"2

ENLARGED MONORAIL SUPPORT PLAN

1/2" = 1'-0"4

HOIST SECTION

1/4" = 1'-0"3

HOIST ELEVATION

1 1/2" = 1'-0"5

DETAIL

1 1/2" = 1'-0"6

DETAIL

N N 0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8'

0 1' 2' 4'

0 1' 2' 0 1' 2'

1 1/2" = 1'-0"7

EAST END MONORAIL ATTACHMENT

MAXIMUM HOIST LOAD = 1000 LBS.

0 1' 2'

A A

16'-6" 16'-6"

33'-0"

S-103

W6x12 (GALV.)

EXISTING SIDEWALK TO REMAIN

REMOVE AND SALVAGE DECORATIVE GRAVEL BETWEEN BUILDING AND

EXISTING SIDEWALK PRIOR TO INSTALLING MECHANICAL PAD. INSTALL

NEW LANDSCAPE FABRIC AND REPLACE SALVAGED DECORATIVE

GRAVEL ON EACH SIDE OF NEW PAD.

EXISTING STORM SEWER TO

REMAIN, TYP. DO NOT DISTURB

SEE NOTE 1

S E

E N

O T

NOTES:

1. SEE MECHANICAL DRAWINGS FOR LIMITS OF UNITS.

LOCATE STEEL FRAMING TO BE FLUSH TO OUTSIDE EDGE OF

MECHANICAL UNITS AS INDICATED.

EQ. EQ. EQ. EQ.

1' DEEP SAWN CONTROL

JOINT, TYP.

EXISTING SIDEWALK

TO REMAIN

1" COMPRESSIBLE JOINT

FILLER AND SEALANT

1'-0"

COARSE AGGREGATE

DRAINAGE MATERIAL,

IDOT CA 7

#4@12" EW

C L R

4 OZ NON-WOVEN

GEOTEXTILE FABRIC

PITCH TO DRAIN

LOUVERED SCREENWALL AND

GATE, REFTER TO ARCH

#4@12" L-BAR

1'-6"

MECHANICAL UNIT

W6x12 (GALV.)

HSS5x3x1/4 (GALV.)

1/4

BASE PL1/2"x10"x8" (GALV.) WITH (4) 5/8" DIA.

CONCRETE SCREW ANCHORS, POWERS

SCREW BOLT PLUS MECHANICALLY GALV.

OR EQUIVALENT, 4 3/8" LONG IN STD HOLES

LOCATE STEEL FRAMING TO BE

FLUSH WITH LIMIT OF MECH UNIT

1" NON-SHRINK GROUT BED

Y O U T

D R

R E V

W E D

D sheetsof XX

R E

D A

T E

H a n so n

N o

F ile n a m e

S c a le

D a te rd

W in g

Il lin o is

A ir N a ti o n a l G u a rd

S p ri n g fi e ld

Il lin o is

-2

H a n s o n P ro fe s s io n a l S e rv ic e s I n c

S o u th

S ix th S tr e e t

P h o n e

-2

O k la m h o m a C it y O

-7

N G

B I D

C o n tr a c t

-1 -D

B ro a d w a y E x te n s io n S u it e

P h o n e

-2

C o p yr ig h t H a n so n

P ro fe ss io n a l S e rv ic e s In c

R E

P A

D I B

G P

-1

S P

G F

L D

\1 jo b s \1

A D

\S tr u c t\ M o d e l\ R

S P

S tr u c tu re v . r v t

: 3 :2

M E

C H

A N

L P

A D

P L

A N

D D

E T

S-103

R M

T R

TYPE B-3 (100%) SUBMITTAL - 08/18/2017

R M

1/2" = 1'-0"1

MECHANICAL PAD FOUNDATION PLAN

3/4" = 1'-0"3

TYPICAL FOUNDATION SLAB EDGE

0 1' 2' 4'

0 1' 2' 3'

1 1/2" = 1'-0"2

TYPICAL MECHANICAL UNIT SUPPORT

0 1' 2'

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E x t e n s i o n

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TYPE B3 (100%) SUBMITTAL - 8/18/2017

P-101

SCALE:1/8" = 1'-0"

FIRST FLOOR WASTE & VENT PIPING NEW WORK PLAN

SCALE:1/8" = 1'-0"

SECOND FLOOR WASTE & VENT PIPING NEW WORK PLAN

F I R

S T

E C

O N

L O

A S

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L A

0 4' 8' 16'

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JOAP/ADMIN

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PENETRANT INSPECTION LINE

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SHORT TERM PARTS STORAGE

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SAN

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SAN

AutoCAD SHX Text 4"

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FCO-1

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FD-1

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TD-1(TYP. OF 3)

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FD-1

AutoCAD SHX Text 4"

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2" VENT DOWN TO BELOW FLOOR

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2" VENT DOWN TO BELOW FLOOR

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2" VENT DOWN TO BELOW FLOOR

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AutoCAD SHX Text 3"

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NEW TO EXISTING CONNECTION (TYPICAL)

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TD-1 (TYP. OF 4)

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AutoCAD SHX Text 3" V

AutoCAD SHX Text

AutoCAD SHX Text S-1

AutoCAD SHX Text 4"

AutoCAD SHX Text 3" V

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2" V

AutoCAD SHX Text

3" PLUMBING VENT UP FROM FIRST FLOOR. FLOOR PENETRATION SHALL BE FIRE SEALED.

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OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

MEN'S LATRINE

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CIRF NCOIC/

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FIRST SERGEANT

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OFFICE

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MEN'S SHOWER

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EXISTING 3" PLUMBING VENT

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EXISTING BLOCK WALL TO ROOF DECK

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EXISTING 4" PLUMBING VENT THROUGH ROOF

AutoCAD SHX Text Hanson No.

AutoCAD SHX Text Filename

AutoCAD SHX Text Scale

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LAYOUT

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DRAWN

AutoCAD SHX Text Date

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text 13D0027001

AutoCAD SHX Text

E-401.DWG

AutoCAD SHX Text

JPD

AutoCAD SHX Text

JPD

AutoCAD SHX Text 06/03/17

AutoCAD SHX Text

JPD

AutoCAD SHX Text 06/03/17

AutoCAD SHX Text EXISTING SANITARY WASTE AND STORM PIPING ILLUSTRATED BY THE LIGHT COLORED LINES SHALL REMAIN FOR CONTINUED USE (TYPICAL). PLUMBING VENT SHALL BE INSTALLED UP TO THE SECOND FLOOR. REFER TO THE "SECOND FLOOR WASTE AND VENT NEW WORK PLAN" ON THIS SHEET FOR CONTINUATION OF THE PLUMBING VENT. COORDINATE ROUTING OF PLUMBING VENT (INSTALLED ON FIRST FLOOR) WITH VENTILATION CONTRACTOR AND NEW DUCTWORK SHOWN ON VENTILATION SHEET V-102. TYPE "L" COPPER PIPE (APPROX. 1 1/4" DIAMETER) SHALL CONNECT TO THE THREADED STEEL COUPLING DRAIN OUTLET LOCATED ON THE BOTTOM OF THE EXISTING FOUR FLOOR MOUNTED TANKS AND SHALL INDIRECTLY DISCHARGE INTO TRENCH DRAIN "TD-1" AS SHOWN (EXISTING TANKS WILL BE RELOCATED FROM BUILDING P17 TO BUILDING P1 BY OTHERS). HOLES (SLIGHTLY LARGER THAN THE DIAMETER OF EACH INDIRECT WASTE PIPE) SHALL BE CUT INTO THE TRENCH DRAIN GRATES TO ACCOMMODATE THE INDIRECT WASTE DISCHARGE FROM EACH TANK. A BALL VALVE SHALL BE INSTALLED IN THE INDIRECT WASTE PIPE OF TWO OF THE EXISTING TANKS AS SHOWN. FLOOR DRAIN "FD-1" SHALL BE INSTALLED IN THE LOCATION SHOWN TO SERVE THE NEW EMERGENCY SHOWER AND EYE/FACE WASH FIXTURE. TOP ELEVATION OF FLOOR DRAIN SHALL BE INSTALLED FLUSH WITH THE ELEVATION OF THE DEPRESSED CONCRETE FLOOR SLAB THAT WILL BE POURED IN THE AREA DEPICTED BY THE LIGHT-COLORED BOX (REFER TO STRUCTURAL DRAWINGS FOR ELEVATION OF DEPRESSED FLOOR SLAB). DEPRESSED FLOOR SLAB (USED TO MINIMIZE RUNOFF OF WASTE WATER GENERATED BY THE EMERGENCY FIXTURE) WILL BE COVERED WITH GRATING. PROCUREMENT AND INSTALLATION OF GRATING IS EXCLUDED FROM THE PLUMBING CONTRACTOR'S SCOPE OF WORK. ACCORDING TO THE EXISTING BUILDING CONSTRUCTION DOCUMENTS, THE EXISTING SANITARY WASTE PIPING IN THIS LOCATION HAS AN INVERT ELEVATION THAT IS AT LEAST 3'-6" BELOW THE FINISHED FLOOR ELEVATION. COORDINATE INSTALLATION OF PLUMBING VENT PIPING WITH NEW HOIST BEAM. REFER TO THE STRUCTURAL NEW WORK DRAWINGS FOR COORDINATION PURPOSES. OR COORDINATION PURPOSES. REFER TO THE "SPECIALTY EQUIPMENT SCHEDULE" ON ARCHITECTURAL DRAWING AE-401 FOR A DESCRIPTION OF THE EQUIPMENT ASSOCIATED WITH THE EQUIPMENT TAG NUMBER (TYPICAL).

AutoCAD SHX Text

PLUMBING KEYED NOTES - SANITARY WASTE AND VENT PIPING NEW WORK:

AutoCAD SHX Text

AutoCAD SHX Text PLUMBING VENT SHALL BE INSTALLED ABOVE THE LAY-IN ACOUSTICAL TILE CEILING OF OFFICE 221 AND MEN'S SHOWER 223. PLUMBING VENT SHALL BE ROUTED UP INTO THE CEILING CAVITY ABOVE OFFICE 221 WITHOUT HAVING TO CUT THE WALL MOUNTED EDGE TRIM SUPPORTING THE ACOUSTICAL TILE CEILING. A HOLE SHALL BE CUT INTO THE ACOUSTICAL TILE CEILING TO ACCOMMODATE INSTALLATION OF THE PLUMBING VENT. PLUMBING VENT SHALL CONNECT TO EXISTING PLUMBING VENT SYSTEM LOCATED ABOVE MEN'S SHOWER 223. RELOCATION OF OFFICE FURNITURE IN OFFICE 221 TO ACCOMMODATE INSTALLATION OF THE PLUMBING VENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTING OFFICER.

AutoCAD SHX Text

PLUMBING KEYED NOTES - SANITARY WASTE AND VENT PIPING NEW WORK:

AutoCAD SHX Text

AutoCAD SHX Text 06/03/17

AutoCAD SHX Text

AutoCAD SHX Text NEW PLUMBING VENT PIPING SHALL BE PAINTED TO MATCH THE COLOR OF THE SHALL BE PAINTED TO MATCH THE COLOR OF THE ADJACENT WALL AND CEILING SURFACES. PAINTING OF THE PLUMBING VENT PIPING IS INCLUDED IN THE GENERAL CONTRACTOR'S SCOPE OF WORK. HANGERS/SUPPORTS AND ASSOCIATED ATTACHMENT HARDWARE SHALL NOT BE ANCHORED INTO THE BUILDING'S CONCRETE STRUCTURAL BEAMS AND COLUMNS. HANGERS/SUPPORTS AND ASSOCIATED ATTACHMENT HARDWARE MAY BE ANCHORED INTO THE CMU WALLS AND CONCRETE CEILING.

AutoCAD SHX Text

PLUMBING GENERAL NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text

AutoCAD SHX Text 2.

AutoCAD SHX Text 1/8" = 1'-0"

R E

V I S

I O

N D

A T

S p r i n g f i e l d

I l l i n o i s

H a n s o n

P r o f e s s i o n a l

S e r v i c e s

I n c

S o u t h

S i x t h

S t r e e t

P h o n e d

W i n g

I l l i n o i s

A i r

N a t i o n a l

G u a r d

O k l a h o m a

C i t y

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I D n t r a c t

B r o a d w a y

E x t e n s i o n

S u i t e

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TYPE B3 (100%) SUBMITTAL - 8/18/2017

P-102

SCALE:1/8" = 1'-0"

FIRST FLOOR DOMESTIC WATER PIPING NEW WORK PLAN

F I R

L O

E S

A T

E R

P I P

I N

L A

0 4' 8' 16'

AutoCAD SHX Text

JOAP/ADMIN

AutoCAD SHX Text

PENETRANT INSPECTION LINE

AutoCAD SHX Text

SHORT TERM PARTS STORAGE

AutoCAD SHX Text EXISTING DOMESTIC WATER PIPING ILLUSTRATED BY THE LIGHT COLORED LINES SHALL REMAIN FOR CONTINUED USE (TYPICAL). EXISTING PIPING IS INSTALLED APPROXIMATELY 10'-0" ABOVE THE FINISHED FLOOR ELEVATION.

AutoCAD SHX Text

BACKFLOW PREVENTER "BFP-1"

AutoCAD SHX Text

BACKFLOW PREVENTER "BFP-2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

EMERGENCY SHOWER AND EYE/FACE WASH FIXTURE "ESEFW-1"

AutoCAD SHX Text

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1-1/4"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text

INSTALL 1/2" ISOLATION VALVES IN SUPPLY PIPING DROPS TO SINK "S-1"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

AutoCAD SHX Text REMOVE AND DISPOSE OF ABANDONED 3/4" (ESTIMATED SIZE) DOMESTIC WATER PIPING. BRANCH PIPING SHALL BE CAPPED AT MAINS AS SHOWN.

AutoCAD SHX Text Hanson No.

AutoCAD SHX Text Filename

AutoCAD SHX Text Scale

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text Date

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text 13D0027001

AutoCAD SHX Text

E-401.DWG

AutoCAD SHX Text

JPD

AutoCAD SHX Text

JPD

AutoCAD SHX Text 06/03/17

AutoCAD SHX Text

JPD

AutoCAD SHX Text 06/03/17

AutoCAD SHX Text COORDINATE THE INSTALLATION LOCATION OF NEW BACKFLOW PREVENTERS "BFP-1" & "BFP-2" WITH EXISTING SANITARY AND STORM PIPING THAT ARE TO REMAIN. COORDINATE THE INSTALLATION LOCATION OF NEW BACKFLOW PREVENTERS "BFP-1" & "BFP-2" WITH NEW COMPRESSED AIR PIPING. REFER TO PLUMBING SHEET P-103 FOR ADDITIONAL INFORMATION PERTAINING TO THE INSTALLATION OF THE NEW COMPRESSED AIR PIPING. AIR GAP FITTINGS CONNECTED TO THE RELIEF VALVE ASSEMBLIES OF BACKFLOW PREVENTERS "BFP-1" & "BFP-2" SHALL DRAIN INDIRECTLY (AND INDEPENDENTLY FROM ONE ANOTHER) INTO TRENCH DRAIN "TD-1" INSTALLED ADJACENT TO THE BACKFLOW PREVENTERS. THE INDIRECT WASTE PIPING SHALL BE CONSTRUCTED OF TYPE "L" COPPER AND HOLES (SLIGHTLY LARGER THAN THE DIAMETER OF EACH HOLES (SLIGHTLY LARGER THAN THE DIAMETER OF EACH INDIRECT WASTE PIPE) SHALL BE CUT INTO THE TRENCH DRAIN GRATES TO ACCOMMODATE THE INDIRECT WASTE DISCHARGE. REFER TO PLUMBING SHEET REFER TO PLUMBING SHEET P-101 FOR THE INSTALLATION LOCATION OF TRENCH DRAIN "TD-1". DOMESTIC WATER PIPING SHALL CONNECT TO THE EXISTING 1/2" DOMESTIC WATER PIPING CONNECTIONS LOCATED ON THE BACKSIDE OF THE EXISTING TWO FLOOR MOUNTED TANKS (TYPICAL OF FOUR 1/2" PIPE CONNECTIONS). EXISTING TANKS WILL BE RELOCATED FROM BUILDING P17 TO BUILDING P1 BY OTHERS. DOMESTIC WATER PIPING SHALL BE INSTALLED IN A MANNER THAT WILL NOT OBSTRUCT THE SERVICE ACCESS TO TRENCH DRAIN "TD-1" THAT COLLECTS THE INDIRECT WASTE FROM THE RELOCATED FLOOR MOUNTED TANKS. THE SERVICE ACCESS PATH BEHIND ALL OF THE FLOOR MOUNTED TANKS SHALL ALSO BE UNOBSTRUCTED. REFER TO PLUMBING SHEET P-101 FOR THE INSTALLATION LOCATION OF TRENCH DRAIN "TD-1". DOMESTIC WATER PIPING IS TO BE INSTALLED OVERTOP OF THE NEW MONORAIL STYLE HOIST AND ASSOCIATED SUPPORT BEAMS. REFER TO THE STRUCTURAL NEW WORK DRAWINGS FOR COORDINATION PURPOSES. ALL NEW DOMESTIC WATER PIPING SHALL BE INSTALLED IN A MANNER THAT WILL NOT INTERFERE WITH THE SWING RADIUS OF THE CURTAIN SUPPORT ARMS ATTACHED TO THE BACKSIDE OF THIS FLOOR MOUNTED TANK. THE EXISTING TANK AND ASSOCIATED CURTAIN SUPPORT ARMS WILL BE RELOCATED FROM BUILDING P17 TO BUILDING P1 BY OTHERS. EMERGENCY SHOWER AND EYE/FACE WASH FIXTURE "ESEFW-1" SHALL BE INSTALLED IN THE LOCATION SHOWN. A DEPRESSED CONCRETE FLOOR SLAB (USED TO MINIMIZE RUNOFF OF WASTE WATER GENERATED BY THE EMERGENCY FIXTURE) WILL BE POURED IN THE AREA DEPICTED BY THE LIGHT-COLORED BOX. THE DEPRESSED FLOOR SLAB WILL BE COVERED WITH GRATING THAT IS PROCURED AND INSTALLED BY OTHERS. THE EMERGENCY FIXTURE SHOWER HEAD SHALL BE INSTALLED CENTERED OVERTOP OF THE DEPRESSED CONCRETE FLOOR SLAB. SCH. 40 SOLID WALL PVC PIPE, SCH. 40 GALVANIZED STEEL PIPE OR TYPE "L" COPPER SHALL BE USED TO INDIRECTLY DRAIN THE EMERGENCY EYE/FACE WASH COMPONENT OF THE FIXTURE THROUGH THE GRATING INSTALLED OVERTOP OF THE DEPRESSED FLOOR SLAB. THE INDIRECT WASTE PIPE SHALL NOT INTERFERE WITH THE ADA CLEARANCE OF THE EMERGENCY FIXTURE. DOMESTIC WATER PIPING SHALL CONNECT TO THERMOSTATIC MIXING VALVE "TMV-1" THAT SERVES THE NEW EMERGENCY SHOWER AND EYE/FACE WASH FIXTURE "ESEFW-1". DOMESTIC WATER PIPING FROM THE THERMOSTATIC MIXING VALVE SHALL CONNECT FULL LINE SIZE TO THE EMERGENCY FIXTURE. THE SUPPLY TEMPERATURE SET POINT OF THE THERMOSTATIC MIXING VALVE SHALL BE ADJUSTED TO 85°F.DOMESTIC WATER PIPING SHALL BE INSTALLED OVERTOP OF AND DOWN THROUGH THE NEW PRECAST/CAST-IN-PLACE CONCRETE CEILING OF THE LARGE-PARTS WASH BAY. PIPING PENETRATIONS THROUGH THE CONCRETE CEILING SHALL BE SEALED TO PREVENT LIGHT PENETRATION INTO THE LARGE-PARTS WASH BAY. HOSE STATION "HS-1". TOP ELEVATION OF HOSE STATION SHALL BE APPROXIMATELY 4'-6" ABOVE THE FINISHED FLOOR ELEVATION. A WATER PRESSURE REDUCING VALVE SHALL BE INSTALLED DOWNSTREAM OF THE HOSE STATION'S WATER MIXING CHAMBER BUT, UPSTREAM OF THE HOSE STATION'S HOSE CONNECTION. REFER TO THE HOSE STATION "HS-1" LINE ITEM IN THE PLUMBING FIXTURE SCHEDULE ON PLUMBING SHEET P-601 FOR ADDITIONAL INFORMATION. SINK "S-1". THE FLOOD-LEVEL RIM OF THE SINK SHALL BE INSTALLED 3'-0" ABOVE THE FINISHED FLOOR ELEVATION. DOMESTIC WATER SUPPLY PIPING FOR SINK "S-1" SHALL BE INSTALLED IN THE LOCATION SHOWN IN LIEU OF BEING INSTALLED ON THE LEFT-HAND SIDE OF THE SINK. REFER TO THE "SPECIALTY EQUIPMENT SCHEDULE" ON ARCHITECTURAL DRAWING AE-401 FOR A DESCRIPTION OF THE EQUIPMENT ASSOCIATED WITH THE EQUIPMENT TAG NUMBER (TYPICAL).

AutoCAD SHX Text

PLUMBING KEYED NOTES - DOMESTIC WATER PIPING NEW WORK:

AutoCAD SHX Text

AutoCAD SHX Text 06/03/17

AutoCAD SHX Text

AutoCAD SHX Text HANGERS/SUPPORTS AND ASSOCIATED ATTACHMENT HARDWARE SHALL NOT BE ANCHORED INTO THE BUILDING'S CONCRETE STRUCTURAL BEAMS AND COLUMNS. HANGERS/SUPPORTS AND ASSOCIATED ATTACHMENT HARDWARE MAY BE ANCHORED INTO THE CMU WALLS AND CONCRETE CEILING.

AutoCAD SHX Text

PLUMBING GENERAL NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

0910111213

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TYPE B3 (100%) SUBMITTAL - 8/18/2017

P-103

SCALE:1/8" = 1'-0"

FIRST FLOOR COMPRESSED AIR PIPING DEMOLITION PLAN

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0 4' 8' 16'

AutoCAD SHX Text EXISTING COMPRESSED AIR PIPING ILLUSTRATED BY THE LIGHT COLORED LINES SHALL REMAIN FOR CONTINUED USE (TYPICAL)

AutoCAD SHX Text A

AutoCAD SHX Text

STRUCTURAL MAINTENANCE

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

WALL MOUNTED COMPRESSED AIR OUTLET STATION SHALL REMAIN FOR CONTINUED USE

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AutoCAD SHX Text 3/4"

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JOAP/ADMIN

AutoCAD SHX Text

PENETRANT INSPECTION LINE

AutoCAD SHX Text

SHORT TERM PARTS STORAGE

AutoCAD SHX Text 3/4"

AutoCAD SHX Text EXISTING COMPRESSED AIR PIPING ILLUSTRATED BY THE LIGHT COLORED LINES SHALL REMAIN FOR CONTINUED USE (TYPICAL)

AutoCAD SHX Text A

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

WALL MOUNTED COMPRESSED AIR OUTLET STATION SHALL REMAIN FOR CONTINUED USE

AutoCAD SHX Text

AutoCAD SHX Text A

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NEW TO EXISTING CONNECTION

AutoCAD SHX Text

AutoCAD SHX Text Hanson No.

AutoCAD SHX Text Filename

AutoCAD SHX Text Scale

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LAYOUT

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DRAWN

AutoCAD SHX Text Date

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REVIEWED

AutoCAD SHX Text 13D0027001

AutoCAD SHX Text

E-401.DWG

AutoCAD SHX Text

JPD

AutoCAD SHX Text

JPD

AutoCAD SHX Text 06/03/17

AutoCAD SHX Text

JPD

AutoCAD SHX Text 06/03/17

AutoCAD SHX Text EXISTING QUICK CONNECT HOSE CONNECTION FITTING ILLUSTRATED BY THE DARK LINES SHALL BE DISCONNECTED FROM THE WALL MOUNTED COMPRESSED AIR OUTLET STATION AND SAVED FOR REINSTALLATION. EXISTING COMPRESSED AIR PIPING INSTALLED DIRECTLY UPSTREAM OF THE DISCONNECTED QUICK CONNECT HOSE CONNECTION FITTING IS TO BE EXTENDED AND THE DISCONNECTED QUICK CONNECTION FITTING WILL BE REINSTALLED. REFER TO THE "FIRST FLOOR COMPRESSED AIR PIPING NEW WORK PLAN" ON THIS SHEET FOR REINSTALLATION OF THE QUICK CONNECT HOSE CONNECTION FITTING. FOR REFERENCE PURPOSES, REFER TO THE "TYPICAL COMPRESSED AIR OUTLET STATION DETAIL" ON PLUMBING SHEET P-501 FOR A SCHEMATIC REPRESENTATION OF THE EXISTING WALL MOUNTED COMPRESSED AIR OUTLET STATION THAT IS CURRENTLY INSTALLED. EXISTING WALL MOUNTED COMPRESSED AIR OUTLET STATION ILLUSTRATED BY THE DARK LINES SHALL BE DISCONNECTED FROM THE COMPRESSED AIR PIPING SYSTEM AND SAVED FOR REINSTALLATION. REFER TO THE "FIRST FLOOR COMPRESSED AIR PIPING NEW WORK PLAN" ON THIS SHEET FOR REINSTALLATION OF THE WALL MOUNTED COMPRESSED AIR OUTLET STATION. EXISTING COMPRESSED AIR PIPING ILLUSTRATED BY THE DARK DASHED LINES SHALL BE REMOVED AND DISPOSED OF. EXISTING COMPRESSED AIR PIPING BRANCH CONNECTION SHALL REMAIN FOR CONTINUED USE. REFER TO THE "FIRST FLOOR COMPRESSED AIR PIPING NEW WORK PLAN" ON THIS SHEET FOR THE INSTALLATION OF NEW COMPRESSED AIR PIPING FROM THIS EXISTING BRANCH CONNECTION. EXISTING QUICK CONNECT HOSE CONNECTION FITTING SHALL BE DISCONNECTED FROM THE EXISTING COMPRESSED AIR PIPING AND SAVED FOR REINSTALLATION. REFER TO THE "FIRST FLOOR COMPRESSED AIR PIPING NEW WORK PLAN" ON THIS SHEET FOR REINSTALLATION OF THE QUICK CONNECT HOSE CONNECTION FITTING.

AutoCAD SHX Text

PLUMBING KEYED NOTES - COMPRESSED AIR PIPING DEMOLITION:

AutoCAD SHX Text

AutoCAD SHX Text EXISTING QUICK CONNECT HOSE CONNECTION FITTING REMOVED DURING THE DEMOLITION PHASE AND SAVED FOR REINSTALLATION SHALL BE REINSTALLED IN THE LOCATION SHOWN. THE QUICK CONNECT HOSE CONNECTION FITTING SHALL BE REINSTALLED AT THE SAME ELEVATION ABOVE THE FINISHED FLOOR THAT IT WAS REMOVED FROM DURING THE DEMOLITION PHASE. CONTRACTOR SHALL CONNECT EXISTING FLOOR MOUNTED TESTING EQUIPMENT (EXISTING TESTING EQUIPMENT WILL BE RELOCATED FROM BUILDING P17 TO BUILDING P1 BY OTHERS) TO THE COMPRESSED AIR OUTLET STATION USING THE EXISTING FLEXIBLE AIR HOSE AND QUICK CONNECT HOSE CONNECTION FITTING ATTACHED TO THE EXISTING TESTING EQUIPMENT. COMPRESSED AIR PIPING IS TO BE INSTALLED OVERTOP OF THE NEW MONORAIL STYLE HOIST AND ASSOCIATED SUPPORT BEAMS. REFER TO THE STRUCTURAL NEW WORK DRAWINGS FOR COORDINATION PURPOSES. EXISTING COMPRESSED AIR OUTLET STATION REMOVED DURING THE DEMOLITION PHASE AND SAVED FOR REINSTALLATION SHALL BE REINSTALLED IN THE LOCATION SHOWN. THE COMPRESSED AIR OUTLET STATION SHALL BE INSTALLED APPROXIMATELY 4'-6" ABOVE THE FINISHED FLOOR ELEVATION TO MATCH THE ELEVATION OF OTHER COMPRESSED AIR OUTLET STATIONS INSTALLED NEARBY.

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