Fulton Schools Mechanical Replacement Construction Drawings.pdf

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

DESIGN TEAM

ARCHITECT/ENGINEER

/1

/2

:5 :5

A

M

MS/HS MECHANICAL REPLACEMENT

FULTON SCHOOLS

Middleton, Michigan

CONSTRUCTION DOCUMENTS

C O

V E

R S

H E

E T

-1

.0

G

J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M ic h ig a n

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

X X

X

DRAWING INDEX

FULTON SCHOOLS

8060 ELY HIGHWAY

MIDDLETON, MI 48856

4 EAST FULTON STREET, SUITE 200

GRAND RAPIDS, MICHIGAN 49503

PHONE: 616.456.9944

FAX: 616.456.5936

SITE ADDRESS

GENERAL

G001 COVER SHEET

STRUCTURAL GENERAL

SG 001 STRUCTURAL GENERAL NOTES AND DETAILS

SG 002 STATEMENT OF SPECIAL INSPECTIONS

STRUCTURAL

S 200 OVERALL ROOF FRAMING PLAN

S 201 ROOF FRAMING PLANS - ENLARGED

MECHANICAL & PLUMBING GENERAL

MG001 MECHANICAL & PLUMBING GENERAL NOTES, ABBREVIATIONS, AND

SYMBOLS

MECHANICAL DEMOLITION

MD101A FIRST FLOOR MECHANICAL DEMOLITION PLAN - UNIT A

MD101D FIRST FLOOR MECHANICAL DEMOLITION PLAN - UNIT D

MD102A SECOND FLOOR MECHANICAL DEMOLITION PLAN - UNIT A

MD102D SECOND FLOOR MECHANICAL DEMOLITION PLAN - UNIT D

MD150 OVERALL ROOF MECHANICAL DEMOLITION PLAN

PLUMBING

P101A FIRST FLOOR PLUMBING PLAN - UNIT A

P102A SECOND FLOOR PLUMBING PLAN - UNIT A

P501 PLUMBING SCHEDULES AND DETAILS

MECHANICAL

M101D FIRST FLOOR SHEET METAL PLAN - UNIT D

M102A SECOND FLOOR SHEET METAL PLAN - UNIT A

M150 ROOF MECHANICAL PLAN

M201A FIRST FLOOR HVAC PIPING PLAN - UNIT A

M201D FIRST FLOOR HVAC PIPING PLAN - UNIT D

M202A SECOND FLOOR HVAC PIPING PLAN - UNIT A

M202D SECOND FLOOR HVAC PIPING PLAN - UNIT D

M501 MECHANICAL SCHEDULES AND DETAILS

M502 MECHANICAL SCHEDULES AND DETAILS

M601 MECHANICAL CONTROLS

ELECTRICAL - GENERAL

EG 001 ELECTRICAL SYMBOLS AND GENERAL NOTES

ELECTRICAL DEMOLITION

ED 102A ELECTRICAL DEMOLITION PLAN - UNIT A

ED 102D ELECTRICAL DEMOLITION PLAN - UNIT D

ELECTRICAL

E 101A FIRST FLOOR POWER PLAN - UNIT A

E 101D FIRST FLOOR POWER PLAN - UNIT D

E 102A SECOND FLOOR POWER PLAN - UNIT A

E 103A ROOF POWER PLAN - UNIT A

E 103D ROOF POWER PLAN - UNIT D

BUILDING: 2021 MICHIGAN BUILDING CODE AND 2012 NFPA 101 LIFE SAFETY CODE

ENERGY: 2021 MICHIGAN COMMERCIAL ENERGY CODE

PLUMBING: 2021 MICHIGAN PLUMBING CODE

MECHANICAL: 2021 MICHIGAN MECHANICAL CODE

FUEL GAS: (IFGC) 2015 INTERNATIONAL FUEL GAS CODE

ELECTRICAL: 2023 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

BARRIER-FREE: 2015 MICHIGAN BUILDING CODE AND 2009 ICC & C A117.1

USE GROUP: E

CONSTRUCTION TYPE: V-B

AUTOMATIC SPRINKLERS: NON-SPRINKERED

REFERENCED CODES

ISSUED FOR DATE

STRUCTURAL DESIGN CRITERIA

1. GOVERNING CODE MICHIGAN BUILDING CODE (MBC), 2021 EDITION

2. BUILDING RISK CATEGORY III

3. MATERIAL STRENGTHS

STRUCTURAL STEEL:

ASTM A36 (Fy = 36 KSI) - ROLLED STEEL PLATES, CHANNELS, ANGLES, BARS, AND RODS AS NOTED ON THE DRAWINGS.

MASONRY:

2000 PSI FOR CONCRETE MASONRY

4. DEAD LOADS (EXISTING)

WRESTLING ROOF (ESTIMATED)

ROOFING 5.5 PSF

INSULATION 0.5 PSF

CEILING/MISC 3 PSF

FRAMING 5 PSF

MECHANICAL AND SPRINKLERS 7 PSF

TOTAL ROOF DEAD LOAD 21 PSF

MEDIA CENTER HALLWAY ROOF (PER EXISTING DRAWINGS)

MEMBRANE 1 PSF

INSULATION 2 PSF

METAL DECK 2 PSF

FRAMING 2 PSF

MECHANICAL 3 PSF

CEILING/LIGHTS 3 PSF

TOTAL ROOF DEAD LOAD 13 PSF

5. LIVE LOADS

ROOF 20 PSF

LIVE LOAD REDUCTIONS SHALL BE COMPUTED IN ACCORDANCE WITH THE MICHIGAN

BUILDING CODE. ROOF LIVE LOADS ARE NON-REDUCIBLE.

6. DESIGN SNOW LOAD AND SNOW DRIFTING PARAMETERS ARE AS FOLLOWS:

GROUND SNOW LOAD (Pg) 35 PSF

FLAT ROOF SNOW LOAD (Pf) 27 PSF + DRIFT

SNOW EXPOSURE FACTOR (Ce) 1.0

SNOW THERMAL FACTOR (Ct) 1.0

SNOW LOAD IMPORTANCE FACTOR 1.1

NOTE: NO NEW DRIFTS WERE CREATED DUE TO NEW CONSTRUCTION ON THE EXISTING

BUILDING; THEREFORE, NO SNOW DRIFT PLAN IS INCLUDED.

7. WIND LOAD DESIGN PARAMETERS ARE AS FOLLOWS:

BASIC WIND SPEED (V), (3 SECOND GUST) 114 MPH

WIND EXPOSURE CATEGORY C

INTERNAL PRESSURE COEFFICIENT ±0.18

8. SEE TABLE FOR COMPONENTS AND CLADDING LOAD CRITERIA. ALL ARCHITECTURAL AND

STRUCTURAL COMPONENTS SHALL CONFORM WITH THE MICHIGAN BUILDING CODE AND

ASCE 7 FOR COMPONENTS AND CLADDING DESIGN.

ROOF PRESSURES (PSF)

WALL PRESSURES (PSF)

NOTES:

- END ZONE WIDTH IN FEET = 10% OF LEAST HORIZONTAL DIMENSION OR .4h

WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER, 4% OF LEAST HORIZONTAL

DIMENSION OR 3'-0"

h=MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR

ROOF ANGLES < 10

GENERAL CONDITIONS

1. COORDINATE WITH ALL DRAWINGS FOR PERTINENT INFORMATION RELATED TO THE

STRUCTURAL WORK. ANY CHANGES TO THE STRUCTURAL SYSTEMS SHALL BE RE-DESIGNED

BY A REGISTERED PROFESSIONAL ENGINEER AT NO COST TO THE OWNER OR A/E AND

SUBMITTED TO THE A/E FOR REVIEW. SUBMITTAL SHALL BE ACKNOWLEDGED IN WRITING

BEFORE BEGINNING CONSTRUCTION.

2. EQUIPMENT FRAMING LOADS, OPENINGS, AND STRUCTURE, IN ANY WAY RELATED TO HVAC,

PLUMBING, PROCESS, ELECTRICAL, ELEVATOR, OR ESCALATOR REQUIREMENTS ARE SHOWN

FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN APPROVAL OF THE PERTINENT

TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED

TO VARIATION IN THESE REQUIREMENTS SHALL BE BORNE BY THE APPROPRIATE

CONTRACTOR.

3. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ERECTION

PROCEDURE AND SEQUENCES TO ENSURE THE SAFETY OF THE BUILDING AND ITS

COMPONENTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION

OF TEMPORARY BRACING, SHORING, GUYS, OR TIE-DOWNS THAT MAY BE NECESSARY.

4. THE STRUCTURE HAS BEEN DESIGNED FOR THE UNIFORM LOADS INDICATED IN ADDITION TO

THE CONCENTRATED LOADS REQUIRED BY THE BUILDING CODE. THE STRUCTURAL DESIGN

IS BASED SOLELY ON THE BUILDING IN ITS COMPLETED STATE. CONTRACTORS AND THEIR

SUB-CONTRACTORS SHALL TAKE NECESSARY PRECAUTIONS TO WITHSTAND ALL

HORIZONTAL AND VERTICAL LOADINGS THAT MAY BE ENCOUNTERED DURING

CONSTRUCTION PRIOR TO COMPLETION OF THE BUILDING. SUCH CONSTRUCTION

LOADINGS INCLUDE, BUT ARE NOT LIMITED TO, LOADS FROM CRANES, LIFTS, DOLLIES, AND

HOISTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE EVALUATION OF THE IMPACT

OF SUCH LOADS ON THE STRUCTURE AND PROVIDING TEMPORARY SHORING, BRACING, OR

REINFORCEMENT AS REQUIRED.

5. SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN ON THE

STRUCTURAL DRAWINGS. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL

DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL CONFORM TO THOSE

SHOWN ON THE ARCHITECTURAL DRAWINGS. REPORT ALL DISCREPANCIES TO THE A/E FOR

RESOLUTION BEFORE PROCEEDING.

6. THE CONTRACTOR SHALL SUPPORT, BRACE, AND SECURE EXISTING STRUCTURES AS

REQUIRED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF EXISTING

STRUCTURES DURING CONSTRUCTION. FIELD VERIFY ALL EXISTING DIMENSIONS WHICH

AFFECT THE NEW CONSTRUCTION PRIOR TO FINAL DETAILING AND FABRICATION OF NEW

STRUCTURAL ELEMENTS.

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR DESIGN,

FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".

2. WELDED CONNECTIONS SHALL CONFORM TO THE AWS D1.1.

3. ALL STRUCTURAL STEEL, BOLTS, ETC., SHALL BE DOMESTICALLY PRODUCED.

4. WELDING ELECTRODES SHALL BE E70XX (LOW HYDROGEN) OR BETTER, FOR WELDING

SYMBOLS WITH NO LENGTH DIMENSION GIVEN, THE WELDING SHALL BE CONTINUOUS

BETWEEN ABRUPT CHANGES IN DIRECTION. WELDS NOT OTHERWISE NOTED SHALL BE 1/4" IN

SIZE.

5. VERIFY THE EXACT SIZE AND LOCATION OF ALL OPENINGS PRIOR TO FABRICATION OF STEEL

FRAMING MEMBERS.

6. PROVIDE A NON-METALLIC, NON-SHRINK GROUT UNDER ALL BEAM BEARINGS.

7. ALL STEEL EXPOSED TO WEATHER, EXPOSED TO EARTH, EXPOSED TO VIEW OUTSIDE THE

BUILDING ENVELOPE, OR DENOTED ON THE DRAWINGS TO BE GALVANIZED, SHALL BE HOT-

DIPPED GALVANIZED AFTER FABRICATION. GALVANIZING SHALL BE REMOVED PER AWS

D-19.0, "WELDING ZINC-COATED STEEL", PRIOR TO FIELD WELDING. WELDS SHALL BE

TOUCHED-UP WITH TWO COATS OF ZINC-RICH PAINT BRUSH APPLIED USING ZRC

GALVANIZING COMPOUND OR EQUAL. PROVIDE VENT/DRAINAGE HOLES IN HSS MEMBERS

(MINIMUM 3/4 DIAMETER, BOTTOM SIDE OF HORIZONTAL MEMBERS, WITHIN 2" OF BASE

FOR VERTICAL MEMBERS) PRIOR TO GALVANIZING.

8. ALL STEEL WITHIN UNCONDITIONED AREAS OUTSIDE THE BUILDING ENVELOPE (E.G. EXTERIOR

SOFFITS, CANOPIES, ETC) BUT NOT EXPOSED TO VIEW SHALL BE PRIMED AND PAINTED

UNLESS NOTED OTHERWISE.

EXISTING CONDITIONS

1. ALL EXISTING STRUCTURAL ELEMENTS (SLABS, BEAMS, WALLS, COLUMNS, FOUNDATIONS,

ETC.) SHALL REMAIN INTACT UNLESS SPECIFICALLY NOTED TO BE REMOVED BY THE MOST

RECENT DEMOLITION DOCUMENTS OR OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS.

2. INFORMATION PROVIDED ON THESE DRAWINGS RELATED TO EXISTING CONDITIONS IS

BASED ON AVAILABLE DESIGN DOCUMENTS AND LIMITED FIELD OBSERVATION. THE

CONTRACTOR SHALL IMMEDIATELY REPORT TO AND AWAIT DIRECTION FROM THE A/E IF ANY

DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS IS

DISCOVERED.

STEEL DECK

1. STEEL DECK FABRICATION AND ERECTION SHALL CONFORM TO THE STEEL DECK INSTITUTE

SPECIFICATIONS.

2. DECK SHALL INCLUDE ANY MISCELLANEOUS CLOSURE PIECES, METAL SCREEDS, ROOF

CURBS, DRAIN SUMP PANS, REINFORCING AROUND OPENINGS, ETC. REQUIRED TO MAKE A

COMPLETE JOB. MISCELLANEOUS ITEMS SHALL BE GALVANIZED AND SHALL BE NO THINNER

THAN 18 GAGE.

3. NEW METAL DECK SHALL BE 1 1/2" x 20 GAUGE 'B' DECK. FASTEN TO SUPPORTING MEMBERS

WITH HILTI POWDER-ACTUATED FASTENERS IN A 36/4 PATTERN. INSTALL #10 SELF-DRILLING

SCREW SIDELAP FASTENERS @12" MAX SPACING BETWEEN SUPPORTS.

4. MECHANICAL FASTENERS INTO STEEL JOISTS AND FRAMING WITH TOP CHORD OR FLANGE

THICKNESS BETWEEN 1/8" AND 3/8" SHALL BE HILTI X-HSN-24.

5. MECHANICAL FASTENERS INTO STEEL JOISTS AND FRAMING WITH TOP CHORD OR FLANGE

THICKNESS GREATER THAN 3/8" SHALL BE HILTI X-ENP-19.

6. ROOF DECK SHALL BE PRIME PAINTED, UNO.

7. NO LOAD SHALL BE HUNG FROM STEEL ROOF DECK.

MASONRY CONSTRUCTION

1. MASONRY WORK SHALL CONFORM TO THE ACI 530 AND 530.1.

2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT UNITS

HOLLOW LOAD BEARING ASTM C90, WITH MINIMUM NET AREA COMPRESSIVE OF

2000 PSI. ALL LOAD BEARING BLOCK UNITS SHALL BE

MANUFACTURED SO THE CORES AND WEBS LINE UP WHEN

LAID IN RUNNING BOND.

3. MORTAR FOR LOAD BEARING WALLS, EXTERIOR WALLS, SHEAR WALLS, AND VERTICALLY

REINFORCED MASONRY WALLS SHALL BE ASTM C270, TYPE S, WITH A MINIMUM

COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS.

4. WHERE VERTICAL BARS ARE TO BE GROUTED INTO CORES, THE FOLLOWING REQUIREMENTS

APPLY:

COARSE GROUT FOR REINFORCED MASONRY CONSTRUCTION SHALL CONFORM TO

ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM

COMPRESSIVE STRENGTH OF 3000 PSI.

5. HORIZONTAL REINFORCEMENT SHALL BE PLACED IN CONTINUOUS MASONRY COURSES

CONSISTING OF BOND BEAM OR TROUGH BLOCK UNITS AND GROUTED IN PLACE. THE

CONTRACTOR SHALL PLACE ANCHOR BOLTS OR EMBEDDED ITEMS IN COARSE GROUT, UNO

ON DRAWINGS.

6. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE

CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6".

7. WALL CONSTRUCTION UNDER MASONRY BEARING STRUCTURAL MEMBERS SHALL BE AS

FOLLOWS, UNO:

PROVIDE BOND BEAM AS DETAILED ON THE DRAWINGS UNDER WALL BEARING

STEEL JOISTS. BOND BEAM SHALL BE FILLED WITH 3000 PSI GROUT.

8. ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HEAD, BED (FACE SHELLS),

WEBS AND COLLAR JOINTS, UNO.

ZONE 1

16.0, -48.3

16.0, -44.1

16.0, -40.9

16.0, -37.7

16.0, -30.3

ZONE 1'

16.0, -27.7

16.0, -27.7

16.0, -27.7

16.0, -27.7

16.0, -18.8

ZONE 2

16.0, -63.7

16.0, -58.3

16.0, -54.2

16.0, -50.1

16.0, -40.6

AREA

INTERIOR ZONE

27.7, -30.0

26.1, -28.4

24.9, -27.2

23.7, -26.0

20.8, -23.1

EDGE ZONE

27.7, -37.0

26.1, -33.7

24.9, -31.3

23.7, -28.8

20.8, -23.1

AREA

ZONE 3

16.0, -86.8

16.0, -76.0

16.0, -67.8

16.0, -59.6

16.0, -40.6

CONCENTRATED

LOAD

CONCENTRATED

LOAD

JOIST DEPTH ANGLE SIZE

8" TO 24" L1 1/2x1 1/2x3/16

26" TO 48" L2x2x3/16

52" TO 72" L2 1/2x2 1/2x1/4

TYP

WHERE CONCENTRATED LOAD DOES NOT OCCUR

AT A JOIST PANEL POINT, ADD (2) ANGLES IN THE

FIELD FROM THE CONCENTRATED LOAD LOCATION

TO THE NEAREST PANEL POINT ON THE OPPOSITE

CHORD (1 ANGLE EACH SIDE OF JOIST CHORDS).

REQUIRED ANGLE SIZES ARE AS FOLLOWS:

IN ADDITION TO CONCENTRATED LOADS NOTED ON FRAMING

PLANS, VERIFY LOCATION AND QUANTITY OF OTHER

CONCENTRATED LOADS WITH ARCHITECTURAL, MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS.

FIELD INSTALLED ANGLES ARE NOT REQUIRED WHERE THE

SUM OF THE CONCENTRATED LOADS WITHIN A CHORD PANEL

DOES NOT EXCEED 100 LBS AND THE ATTACHMENTS ARE

CONCENTRIC TO THE CHORD.

REFER TO NOTE

FOR ANGLE SIZE.

FASTEN DECK TO ANGLES PER

TYPICAL ROOF DECK FASTENING.

STEEL BEAM OR JOIST,

REFER TO PLAN.

3/16 3/16

3/16

TYP

REFER TO PLAN

L5x3x1/4 x 6" LONG

SEAT ANGLE

NOTES:

1. FOR OPENINGS UP TO 6'-0" WIDE PROVIDE L3x3x1/4

FOR OPENINGS LARGER THAN 6'-0" WIDE AND LESS THAN 10'-0" WIDE PROVIDE L5x3x1/4

2. COORDINATE SIZE AND LOCATION WITH MECHANICAL AND ARCHITECTURAL REQUIREMENTS.

3. WHERE A ROOF OPENING IS REQUIRED IN TECTUM DECK:

A. REMOVE A PORTION OF THE TECTUM BOUND BY THE EXISTING BULB TEES AND JOISTS

(SIMILAR TO THE TYPICAL RTU SUPPORT AT TECTUM DECK DETAIL). TECTUM TO BE

REMOVED OVER THE FULL WIDTH OF THE JOIST TOP CHORD TO ALLOW FOR WELDING

OF FRAME TO EXISTING JOISTS.

B. INSTALL THE ROOF OPENING FRAME PER THIS DETAIL.

C. INFILL AROUND MECHANICAL OPENING WITH 1 1/2" x 20 GAUGE METAL DECK. METAL

DECK TO SPAN BETWEEN JOISTS. CONNECT THE METAL DECK TO THE JOISTS PER SG

001.

REFER TO PLAN

ROOF OPENING

REFER TO PLAN

TOP OF STEEL

JOIST OR BEAM, TYPICAL

MC6x12 LOCATED BENEATH RTU CURB

OUTLINE OF RTU AND CURB

REFER TO TYPICAL ROOF OPENING

FRAME DETAIL

RTU CURB

MC6x12 NESTED IN DECK RIBS. SPAN TO NEXT

JOIST BEYOND END OF RTU (MINIMUM 2 SPANS).

IF SPLICING IS REQUIRED, SPLICE ONLY OVER THE

CENTERLINE OF A SUPPORTING JOIST/BEAM.

WELD TO JOIST/BEAM THROUGH DECK.

ADD ANGLES IN FIELD PER TYPICAL DETAIL IF

RTU LOAD IS NOT APPLIED AT A TOP CHORD

PANEL POINT.

3/16

TYP @ EA

JOIST

3/16

ROOF OPENING FRAME, REFER TO TYPICAL DETAIL

A A

PLAN VIEW

SECTION A-A

1. REFER TO ARCHITECTURAL FOR BLOCKING AND FLASHING REQUIREMENTS AT RTU

CURB.

2. COORDINATE MC6x12 LOCATIONS WITH MECHANICAL CONTRACTOR.

3. COORDINATE SIZE AND LOCATION OF ROOF OPENING FRAMES WITH MECHANICAL

CONTRACTOR. OPENING QUANTITY, SIZES, AND LOCATIONS SHOWN IN THIS

DETAIL ARE NOT REPRESENTATIVE OF ACTUAL OPENINGS REQUIRED.

4. IN THE CASE THAT THE RTU IS ORIENTED WITH THE LONG DIMENSION PARALLEL TO

JOISTS/BEAMS, PROVIDE MC6x12 BENEATH EACH END OF THE RTU AND @4'-0"

MAX SPACING BETWEEN ENDS (COORDINATE PLACEMENT WITH OPENING

LOCATIONS). MC6x12 SHALL SPAN TO NEXT JOIST BEYOND SIDES OF RTU.

5. WHERE RTU CURB LOCATION RELATIVE TO ROOF DECK RIBS IS SUCH THAT A

SINGLE MC6x12 NESTED IN THE DECK RIBS DOES NOT FULLY SUPPORT THE RTU

CURB OR DOES NOT PROVIDE AN ADEQUATE SURFACE FOR CONNECTION OF THE

RTU CURB, PROVIDE DOUBLE MC6x12 AT NO ADDITIONAL COST. COORDINATE

WITH MECHANICAL CONTRACTOR.

6. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTIONS OF

ROOFTOP EQUIPMENT TO CURBS AND CURBS TO THE SUPPORTING STRUCTURE.

DESIGN OF CONNECTIONS SHALL CONSIDER ALL APPLICABLE LOADS IN

ACCORDANCE WITH THE BUILDING CODE, INCLUDING WIND AND SEISMIC LOADS.

NOTES:

JOIST OR BEAM, TYPICAL

MC6x12 LOCATED BENEATH RTU CURB

OUTLINE OF RTU AND CURB

REFER TO TYPICAL ROOF OPENING

FRAME DETAIL

RTU CURB

MC6x12 NESTED IN DECK RIBS. SPAN TO NEXT

JOIST BEYOND END OF RTU (MINIMUM 2 SPANS).

IF SPLICING IS REQUIRED, SPLICE ONLY OVER THE

CENTERLINE OF A SUPPORTING JOIST/BEAM.

WELD TO JOIST/BEAM THROUGH DECK.

ADD ANGLES IN FIELD PER TYPICAL DETAIL IF

RTU LOAD IS NOT APPLIED AT A TOP CHORD

PANEL POINT.

3/16

TYP @ EA

JOIST

3/16

ROOF OPENING FRAME, REFER TO TYPICAL DETAIL

A A

PLAN VIEW

SECTION A-A

REFER TO TYPICAL RTU SUPPORT

AT METAL DECK DETAIL ON THIS

SHEET FOR NOTES.

EXISTING STEEL BULB TEES

WITHIN HATCHED REGION, REMOVE

EXISTING TECTUM AND BULB TEES AND

REPLACE WITH 1 1/2" x 20 GAUGE WIDE

RIB METAL ROOF DECK. REMOVAL AND

REPLACEMENT SHALL EXTEND TO THE

NEAREST BULB TEE BEYOND THE RTU

CURB AND THE NEXT JOIST BEYOND

THE END OF THE RTU.

TECTUM TO BE REMOVED OVER THE

FULL WIDTH OF THE JOIST TOP CHORD.

MEDIA CENTER HALL TOS

112' - 4 1/2"

GALV C9x15

EXISTING DECK ANGLE

EXISTING BOND BEAM

EXISTING CMU BEARING WALL

EXISTING ROOF DECK

RTU CURB SUPPORTED ON C9x15

EXISTING WIDE FLANGE BEAM 3/8"x11"x6"

BEARING PLATE

(2) 3/4" DIA x 5"

LONG HEADED STUDS 4"

1/4 3 1/4 3

1/4

NEW 20 GAUGE 1 1/2" WIDE RIB

METAL DECK. CONNECT TO

C9x15 PER NOTES ON SG 001

EXISTING ROOF DECK

MEDIA CENTER HALL TOS

112' - 4 1/2"

EXISTING JOIST, TO REMAIN DEMO EXISTING JOIST EXISTING JOIST, TO REMAIN

NEW 20 GAUGE 1 1/2" WIDE RIB

METAL DECK. CONNECT TO

C9x15 PER NOTES ON SG 001

RTU CURB SUPPORTED ON C9x15

C9x15

EXISTING ROOF DECK, CONNECT

TO JOIST PER NOTES ON SG 001

EXISTING ROOF DECK, CONNECT

TO JOIST PER NOTES ON SG 001

CUT OUT EXISTING METAL DECK,

INSTALL (2) CHANNELS AND NEW

METAL DECK, AND REMOVE (1)

EXISTING JOIST. NOTCH THE DECK

OVER THE CHANNELS TO ALLOW

THE RTU CURB TO SIT DIRECTLY

ON CHANNELS.

RE-ATTACH JOIST BRIDGING TO C9x15. JOIST BRIDGING SHALL BE FURNISHED

AND INSTALLED TO MEET DESIGN AND SPACING REQUIREMENTS OF THE SJI

STANDARD SPECIFICATION FOR STEEL JOISTS AND JOIST GIRDERS. BRIDGING

SHALL BE WELDED TO JOISTS IN SUCH A MANNER AS NOT TO IMPAIR THE

STRUCTURAL INTEGRITY OF THE JOIST. BRIDGING AND BRIDGING ANCHORS

SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED

ON THE JOISTS.

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

/1

/2

:5

:4

A

M

S T

R U

C T

U R

A L G

E N

E R

A L

N O

T E

S A

N D

D E

T A

IL

S

-1

.0

S G

J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M I

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

A C

R

ISSUED FOR DATE

3/4" = 1'-0"SG 001

2 TYPICAL JOIST MODIFICATION AT CONCENTRATED LOADS

3/4" = 1'-0"SG 001

4 TYPICAL ROOF OPENING FRAME

1" = 1'-0"SG 001

1 TYPICAL RTU SUPPORT AT METAL DECK

1" = 1'-0"SG 001

5 SECTION

1" = 1'-0"SG 001

3 TYPICAL RTU SUPPORT AT TECTUM DECK

1" = 1'-0"SG 001

6 SECTION

REQUIRED SPECIAL INSPECTIONS OF OPEN WEB STEEL JOISTS (MBC SECTION 1705.2.3)

SPECIAL INSPECTION TASK

CONTINUOUS SPECIAL

INSPECTION

PERIODIC SPECIAL

INSPECTION

1. INSPECT JOIST AND JOIST GIRDER END CONNECTIONS - WELDED OR BOLTED

2. INSPECT INSTALLATION OF JOIST BRIDGING

X

X

REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION (MBC SECTION 1705.4 AND

TMS 402-13 LEVEL B QUALITY ASSURANCE)

SPECIAL INSPECTION TASK

CONTINUOUS SPECIAL

INSPECTION

PERIODIC SPECIAL

INSPECTION

1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS

2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN

COMPLIANCE:

A. PROPORTIONS OF SITE-PREPARED MORTAR

B. CONSTRUCTION OF MORTAR JOINTS

C. LOCATION OF REINFORCEMENT AND CONNECTORS

3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

A. GROUT SPACE

B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS

C. PLACEMENT OF REINFORCEMENT AND CONNECTORS

D. PROPORTIONS OF SITE-PREPARED GROUT

E. CONSTRUCTION OF MORTAR JOINTS

4. VERIFY DURING CONSTRUCTION:

A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS

B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF

ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER

CONSTRUCTION

C. WELDING OF REINFORCEMENT (PERMITTED ONLY WHEN SPECIFICALLY SHOWN

IN THE DETAILS OR WITH PERMISSION IN WRITING BY THE ENGINEER)

D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING

COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER

(TEMPERATURE ABOVE 90°F)

E. PLACEMENT OF GROUT IS IN COMPLIANCE

5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR

PRISMS

X

X

TESTING TASK

1. VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH TMS

602-13 ARTICLE 1.5 B.1.b.3 FOR SELF-CONSOLIDATING GROUT.

2. VERIFICATION OF f'm IN ACCORDANCE WITH TMS 602-13 ARTICLE 1.4 B PRIOR TO CONSTRUCTION.

X

X

X

X

X

X

X

X

X

X

X

X

X

GENERAL NOTES REGARDING SPECIAL INSPECTIONS AND TESTS

1. SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE BUILDING OFFICIAL THAT ARE IDENTIFIED IN SECTION 110 OF THE

MICHIGAN BUILDING CODE. SPECIAL INSPECTIONS DO NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE CONTRACT

DOCUMENTS.

2. CONTINUOUS SPECIAL INSPECTION IS DEFINED AS SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT

CONTINUOUSLY WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED.

3. PERIODIC SPECIAL INSPECTION IS DEFINED AS SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT

WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. THE FREQUENCY OF THESE SPECIAL INSPECTION TASKS

SHALL BE ADEQUATE TO DETERMINE THAT WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION

DOCUMENTS.

4. WHERE A SPECIAL INSPECTION TASK IS NOTED AS "OBSERVE," THE SPECIAL INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM

BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. THE FREQUENCY OF THESE SPECIAL INSPECTION TASKS

SHALL BE ADEQUATE TO DETERMINE THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION

DOCUMENTS.

5. WHERE A SPECIAL INSPECTION TASK IS NOTED AS "PERFORM," THE TASK SHALL BE PERFORMED FOR EACH MEMBER, JOINT, OR

ELEMENT PRIOR TO FINAL ACCEPTANCE.

6. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED OR RETAINED BY AN APPROVED AGENCY AND APPROVED BY THE

BUILDING OFFICIAL AS HAVING THE COMPETENCE NECESSARY TO INSPECT A PARTICULAR TYPE OF CONSTRUCTION REQUIRING

SPECIAL INSPECTION.

7. THE PERIOD OF TIME BETWEEN SPECIAL INSPECTIONS CAN VARY GREATLY DEPENDING ON THE TYPE OF INSPECTION DONE, THE PACE

OF CONSTRUCTION, THE QUALITY OF WORKMANSHIP, AND OTHER FACTORS. IT IS THE RESPONSIBILITY OF THE SPECIAL INSPECTOR

TO PROVIDE INSPECTIONS AT AN APPROPRIATE FREQUENCY AND AT APPROPRIATE TIMES DURING CONSTRUCTION. THE SPECIAL

INSPECTOR MUST HAVE ADEQUATE EXPERIENCE AND EXHIBIT PROFESSIONAL JUDGEMENT IN DETERMINING THE TIMING AND

FREQUENCY OF INSPECTIONS.

8. PRIOR TO THE START OF CONSTRUCTION, THE APPROVED SPECIAL INSPECTION AGENCY SHALL SUBMIT WRITTEN DOCUMENTATION

TO THE BUILDING OFFICIAL DEMONSTRATING THE COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL

INSPECTORS WHO WILL PERFORM THE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION.

9. THE CONSTRUCTION OR WORK FOR WHICH SPECIAL INSPECTION OR TESTING IS REQUIRED SHALL REMAIN ACCESSIBLE AND EXPOSED

FOR SPECIAL INSPECTION OR TESTING PURPOSES UNTIL COMPLETION OF REQUIRED SPECIAL INSPECTIONS OR TESTS. SEE

SPECIFICATION FOR ADDITIONAL REQUIREMENTS, INCLUDING CONTRACTOR'S RESPONSIBILITY TO PROVIDE ACCESS FOR SPECIAL

INSPECTIONS AND CONTRACTOR'S RESPONSIBILITY TO PROVIDE DUE NOTICE TO SPECIAL INSPECTOR PRIOR TO THE TIME THAT

SPECIAL INSPECTION IS REQUIRED.

10. SPECIAL INSPECTION AGENCY SHALL KEEP RECORDS OF SPECIAL INSPECTIONS AND TESTS AND SHALL SUBMIT REPORTS OF SPECIAL

INSPECTIONS AND TESTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER. REPORTS SHALL INDICATE THAT WORK INSPECTED OR

TESTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE ENGINEER PRIOR TO THE

COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND TESTS, AND

CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS AND TESTS, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.

11. WHERE SPECIAL INSPECTION OF STRUCTURAL MEMBERS OR ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF A

FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION.

12. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR

REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. UPON THE

COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE OWNER OR THE

OWNER'S AUTHORIZED AGENT FOR SUBMITTAL TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN

COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

13. REFER TO THE CODE SECTIONS REFERENCED IN THE HEADER OF EACH TABLE ON THIS SHEET FOR TESTING AND INSPECTION

CRITERIA.

14. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL TESTING AND INSPECTION CRITERIA.

REQUIRED SPECIAL INSPECTIONS PRIOR TO WELDING OF STRUCTURAL STEEL (AISC 360 N5.4)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS

2. WPS AVAILABLE

3. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

4. MATERIAL IDENTIFICATION (TYPE/GRADE)

5. WELDER IDENTIFICATION SYSTEM

6. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

A. JOINT PREPARATIONS

B. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

C. CLEANLINESS (CONDITION OF STEEL SURFACES)

D. TACKING (TACK WELD QUALITY AND LOCATION)

E. BACKING TYPE AND FIT (IF APPLICABLE)

7. CONFIGURATION AND FINISH OF ACCESS HOLES

8. FIT-UP OF FILLET WELDS

A. DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

B. CLEANLINESS (CONDITION OF STEEL SURFACES)

C. TACKING (TACK WELD QUALITY AND LOCATION)

X

X

X

X

X

X

X

X

REQUIRED SPECIAL INSPECTIONS DURING WELDING OF STRUCTURAL STEEL (AISC 360 N5.4)

SPECIAL INSPECTION TASK

1. CONTROL AND HANDLING OF WELDING CONSUMABLES

A. PACKAGING

B. EXPOSURE CONTROL

2. NO WELDING OVER CRACKED TACK WELDS

3. ENVIRONMENTAL CONDITIONS

A. WIND SPEED WITHIN LIMITS

B. PRECIPITATION AND TEMPERATURE

4. WPS FOLLOWED

A. SETTINGS ON WELDING EQUIPMENT

B. TRAVEL SPEED

C. SELECTED WELDING MATERIALS

D. SHIELDING GAS TYPE/FLOW RATE

E. PREHEAT APPLIED

F. INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)

G. PROPER POSITION (F, V, H, OH)

5. WELDING TECHNIQUES

A. INTERPASS AND FINAL CLEANING

B. EACH PASS WITHIN PROFILE LIMITATIONS

C. EACH PASS MEETS QUALITY REQUIREMENTS

6. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS

X

X

X

X

X

X

REQUIRED SPECIAL INSPECTIONS AFTER WELDING OF STRUCTURAL STEEL (AISC 360 N5.4)

SPECIAL INSPECTION TASK

1. WELDS CLEANED

2. SIZE, LENGTH, AND LOCATION OF WELDS

3. WELDS MEET VISUAL ACCEPTANCE CRITERIA

A. CRACK PROHIBITION

B. WELD/BASE-METAL FUSION

C. CRATER CROSS SECTION

D. WELD PROFILES

E. WELD SIZE

F. UNDERCUT

G. POROSITY

4. ARC STRIKES

5. k-AREA

6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES

7. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

8. REPAIR ACTIVITIES

9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR

X

X

X

X

X

X

X

X

X

X

REQUIRED SPECIAL INSPECTIONS PRIOR TO BOLTING OF STRUCTURAL STEEL (AISC 360 N5.6)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS

2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS

3. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT

LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)

4. CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE

CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE

REQUIREMENTS

6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL

OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED

(REQUIRED ONLY FOR PRETENSIONED OR SLIP-CRITICAL JOINTS)

7. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER

FASTENER COMPONENTS

X

X

X

X

X

X

X

REQUIRED SPECIAL INSPECTIONS DURING BOLTING OF STRUCTURAL STEEL (AISC 360 N5.6)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE

POSITIONED AS REQUIRED.

2. JOINT BROUGHT INTO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING

OPERATION.

3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM

ROTATING.

4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,

PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE

EDGES (REQUIRED ONLY FOR PRETENSIONED OR SLIP-CRITICAL JOINTS)

X

X

X

X

REQUIRED SPECIAL INSPECTIONS AFTER BOLTING OF STRUCTURAL STEEL (AISC 360 N5.6)

SPECIAL INSPECTION TASK

1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS X -

OTHER REQUIRED SPECIAL INSPECTIONS OF STRUCTURAL STEEL (AISC 360 N5.7 AND N5.8)

SPECIAL INSPECTION TASK

1. VISUALLY INSPECT EXPOSED CUT SURFACES OF GALVANIZED STRUCTURAL STEEL MAIN MEMBERS AND EXPOSED CORNERS OF

RECTANGULAR HSS FOR CRACKS SUBSEQUENT TO GALVANIZING.

2. DURING PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL, VERIFY AND DOCUMENT THE

DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ROD OR EMBEDDED ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT INTO

THE CONCRETE PRIOR TO PLACEMENT OF CONCRETE.

3. INSPECT THE FABRICATED STEEL OR ERECTED STEEL FRAME, AS APPLICABLE, TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON

THE CONSTRUCTION DOCUMENTS. THIS INCLUDES SUCH ITEMS AS BRACES, STIFFENERS, MEMBER LOCATIONS, AND THE CORRECT

APPLICATION OF JOINT DETAILS AT EACH CONNECTION.

REQUIRED NONDESTRUCTIVE TESTING OF WELDED JOINTS IN STRUCTURAL STEEL (AISC 360 N5.5)

TESTING TASK

1. ULTRASONIC TESTING OF COMPLETE-JOINT-PENETRATION (CJP) GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION

LOADING IN BUTT, T- AND CORNER JOINTS, IN MATERIAL 5/16" THICK OR GREATER

A. ULTRASONIC TESTING SHALL BE PERFORMED ON 10% OF SUCH WELDS IN STRUCTURES IN RISK CATEGORY II

B. ULTRASONIC TESTING SHALL BE PERFORMED ON 100% OF SUCH WELDS IN STRUCTURES IN RISK CATEGORY III OR IV

C. REFER TO AISC 360 SECTION N5.5 FOR CONDITIONS WHERE THE RATE OF ULTRASONIC TESTING IS PERMITTED TO BE REDUCED

D. REFER TO AISC 360 SECTION N5.5 FOR CONDITIONS WHERE THE RATE OF ULTRASONIC TESTING IS REQUIRED TO BE INCREASED

PERFORM OBSERVE

PERFORM OBSERVE

PERFORM OBSERVE

REQUIRED SPECIAL INSPECTIONS PRIOR TO STEEL DECK PLACEMENT (SDI QA/QC)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES) WITH

CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES, AND

BASE METAL THICKNESS

2. DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORIES

X

X

REQUIRED SPECIAL INSPECTIONS AFTER STEEL DECK PLACEMENT (SDI QA/QC)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH

CONSTRUCTION DOCUMENTS

2. VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT

COMPLY WITH THE CONSTRUCTION DOCUMENTS

3. DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK

ACCESSORIES

X

X

X

REQUIRED SPECIAL INSPECTIONS PRIOR TO WELDING OF STEEL DECK (SDI QA/QC)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE

2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

3. MATERIAL IDENTIFICATION (TYPE/GRADE)

4. CHECK WELDING EQUIPMENT

X

X

X

X

REQUIRED SPECIAL INSPECTIONS DURING WELDING OF STEEL DECK (SDI QA/QC)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. USE OF QUALIFIED WELDERS

2. CONTROL AND HANDLING OF WELDING CONSUMABLES

3. ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE)

4. WPS FOLLOWED

X

X

X

X

REQUIRED SPECIAL INSPECTIONS AFTER WELDING OF STEEL DECK (SDI QA/QC)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND

PERIMETER WELDS

2. WELDS MEET VISUAL ACCEPTANCE CRITERIA

3. VERIFY REPAIR ACTIVITIES

4. DOCUMENT ACCEPTANCE OR REJECTION OF WELDS

X

X

X

X

REQUIRED SPECIAL INSPECTIONS PRIOR TO MECHANICAL FASTENING OF STEEL DECK (SDI QA/QC)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL

FASTENERS

2. PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION

3. PROPER STORAGE FOR MECHANICAL FASTENERS

X

X

X

REQUIRED SPECIAL INSPECTIONS DURING MECHANICAL FASTENING OF STEEL DECK (SDI QA/QC)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. FASTENERS ARE POSITIONED AS REQUIRED

2. FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS

X

X

REQUIRED SPECIAL INSPECTIONS AFTER MECHANICAL FASTENING OF STEEL DECK (SDI QA/QC)

SPECIAL INSPECTION TASK PERFORM OBSERVE

1. CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS

2. CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERS

3. CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER FASTENERS

4. VERIFY REPAIR ACTIVITIES

5. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS

X

X

X

X

X

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

/1

/2

:5

:4

A

M

S T

A T

E M

E N

T O

F S

P E

C

IA

L I

N S

P E

C T

IO

N

S

-1

.0

S G

J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M I

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

X X

X

MEDIA CENTER

WRESTLING

U N

IT

A

EXIS

TIN

G

BU

IL

D

IN

G

N

EW

W O

R K

U N

IT A

UNIT D

EXISTING

BUILDING

NEW

WORK UNIT D

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

/1

/2

:5

:4

A

M

O V

E R

A L

L R

O O

F F

R A

M

IN

G P

L A

N

-1

.0

S

J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M I

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

A C

R

1/16" = 1'-0"

OVERALL ROOF FRAMING PLAN

INDICATES FRAMED OPENING. REFER TO TYPICAL DETAIL, COORDINATE

SIZE AND LOCATION WITH MECHANICAL AND ARCHITECTURAL

REQUIREMENTS.

SYMBOLS LEGEND - STRUCTURAL - FRAMING

EXIST 20H10

EXIST 20H10

EXIST 20H6

EXIST 20H6

EXIST 20H6

EXIST 20H6

EXIST 20H6

EXIST 20H6

EXIST 20H10

EXIST 20H10EXIST 24LH05

EXIST 24LH05

EXIST 24LH05

EXIST 24LH05

EXIST 24LH05

EXIST 24LH05

EXIST 24LH05

EXIST 24LH05

EXIST 24LH05

EXIST 24LH05

EXIST 24LH05

EXIST 20K6

E

XI

S T

W x2

E

XI

S T

W x2

E

XI

S T

W x3

E

XI

S T

W x3

W6x20

W6x20

W6x20EXIST

EXIST

EXIST

/8

/8

/8

28' - 5" ±

E

XI

S

TI

N G

T E C

TU

M

D E C

K W

IT

H B

U

LB

T E E S

W

IT

H A

R E A S O

F C

O N C

R E

TE

O N C

O R R U

FO

R M

SG 001

EXIST 12K1

EXIST 12K1

EXIST 12K5

EXIST 12K5

EXIST 12K1

E

XI

S T

K

E

XI

S T

K

E

XI

S T

K

EXIST 20K6EXIST 20K7

EXIST 18K4

EXIST 14K1

EXIST 12K1

EXIST 8K1

EXIST 8K1

E

XI

S T

V S

C9x15

C9x15

12' - 3" ±

, VIF

SG 001

61'

0"

, V

IF

3'

, V

IF

EX

IS

T 1-

1/ 2" x

GA

UG

E M

ET

AL

'B ' D

EC

K

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

/1

/2

:5

:4

A

M

R O

O F

F R

A M

IN

G

P L

A N

S

E N

L A

R G

E D

-1

.0

S

J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M I

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

X X

X

NOTES - STRUCTURAL - FRAMING

1 REFER TO PLAN FOR TOS ELEVATIONS

KEYED NOTES - STRUCTURAL - FRAMING

1 REFER TO TYPICAL RTU SUPPORT DETAILS.

2 LOCATE ROOF PENETRATIONS BETWEEN BULB TEES. REFER TO S 401 FOR TYPICAL

ROOF OPENING FRAM DETAIL FOR ADDITIONAL INFORMATION. REFER SPECIFICALLY TO

NOTE 3 IN THIS DETAIL. COORDINATE SIZE AND LOCATION WITH SUPPLIER.

3 REMOVE CONCRETE SLAB ON CORRUFORM EQUIPMENT PAD AND REPLACE WITH 1 1/2"

x 20 GAUGE METAL DECK. VERIFY EXTENTS OF CONCRETE SLAB IN FIELD. NOTE: TYPICAL

DECK CONSTRUCTION IS COMPRISED OF BULB TEES AND TECTUM WITH VARIOUS

CONCRETE EQUIPMENT PADS.

4 MECH UNIT TO BE CENTERED BETWEEN 20H10 JOISTS AND TO MAINTAIN A DISTANCE

OF 10'-0" MIN FROM EAST EDGE OF ROOF DECK. COORDINATE EXACT SIZE AND

LOCATION OF UNIT WITH MECHANICAL SUPPLIER.

5 PROVIDE NON-PENETRATING FOLDING GUARDRAIL NEAR ROOF EDGE AS REQUIRED BY

CODE. ALL ROOF EDGES WITHIN 10'-0" OF A ROOF ACCESS OR SERVICE SIDE OF A

MECHANICAL UNIT REQUIRE THE GUARDRAIL FOR FALL PROTECTION. BASIS OF DESIGN

= EDGE FALL PROTECTION - 360 MOBILE HIDE-A-RAIL FOLDING RAIL (SAFETY YELLOW).

6 TOP OF STEEL = BOTTOM OF ROOF DECK (VERIFY ELEVATION IN FIELD).

7 CUT NEW DECK AS NECESSARY TO ALLOW FOR INSTALLATION OF MECHANICAL CURB,

SUPPORTING DECK ON C9x15 ON EACH SIDE OF CURB.

8 DEMO METAL DECK AND JOIST PER DETAILS 5/SG 001 AND 6/SG 001. INSTALL NEW

METAL DECK, ATTACHED TO NEW CHANNELS AND EXISTING JOISTS PER NOTES ON SG

001. NOTCH THE DECK TO ALLOW RTU CURB TO SIT DIRECTLY ON CHANNELS. REMOVE

AND RE-INSTALL JOIST BRIDGING AS NECESSARY, RE-CONNECTING BRIDGING TO C9.

9 MECH UNIT TO BE PLACED SUCH THAT GUARDRAIL MAY BE PLACED BETWEEN UNIT AND

EDGE OF DECK. COORDINATE EXACT SIZE AND LOCATION OF UNIT WITH MECHANICAL

SUPPLIER.

1/8" = 1'-0"

FRAMING PLAN - UNIT A

1/8" = 1'-0"

FRAMING PLAN - UNIT D

ISSUED FOR DATE

FULTON MS/HS

KEY PLAN

SCALE: NO SCALE

UNIT A

UNIT B

UNIT C

UNIT D

A

AUTOMATIC CONTROL DAMPER

BRITISH THERMAL UNIT PER HOUR

CALIBRATED BALANCING VALVE

CUBIC FEET PER MINUTE

ENTERING AIR TEMPERATURE

EXTERNAL STATIC PRESSURE

ELECTRIC WATER COOLER

ENTERING WATER TEMPERATURE

CONTROL VALVEC.V.

E.W.B.

E.W.C.

E.W.T.

EXIST.

E.A.

E.A.T.

E.D.B.

E.F.

E.S.P.

D.F.

D.S.

DN.

ENTERING WET BULB

EXISTING

DRINKING FOUNTAIN

DOWN SPOUT

EXHAUST AIR

ENTERING DRY BULB

EXHAUST FAN

DOWN

C.B.

C.H.

C.I.

C.M.

C.O.

C.B.V.

C.F.H.

C.F.M.

B.D.D.

B.F.

BTUH

B.V.

B.D.

A.F.F.

A.G.

A.P.D.

CATCH BASIN

CUBIC FEET PER HOUR

CABINET HEATER

CAST IRON

CEILING MOUNTED

CLEAN OUT

BALANCING DAMPER

ABOVE FINISHED FLOOR

ABOVE GRADE

AIR PRESSURE DROP

BACKDRAFT DAMPER

BARRIER FREE

BALANCING VALVE

A.C.D.

BRITISH THERMAL UNIT PER HOUR

LEAVING AIR TEMPERATURE

LEAVING WATER TEMPERATURE

MIXED AIR TEMPERATURE

FIELD INSTALLEDF.I.

MBH

M.B.

(THOUSANDS)

MOP BASIN

L.A.T.

L.W.B

L.W.T.

M.A.

M.A.T.

MAX.

LAV.

L.D.B.

LOUV.

G.P.M.

H.B.

HP

I.E.

F.M.

F.P.M.

F.R.

LAVATORY

LEAVING DRY BULB

LEAVING WET BULB

MIXED AIR

MAXIMUM

LOUVER

FLOOR MOUNTED

FEET PER MINUTE

FIN RADIATION

GALLONS PER MINUTE

HOSE BIBB

HORSE POWER

INVERT ELEVATION

F.C.

F.D.

(FD)

F.H.C.

FLEXIBLE CONNECTION

FLOOR DRAIN

FIRE DAMPER

FIRE HOSE CABINET

TEMPERATURE RISET.R.

TOTAL STATIC PRESSURE

TERMINAL UNIT BOX

TEPID WATER CONNECTION

VIBRATION ISOLATORS

WATER PRESSURE DROP

W.SK. WASH SINK

V.

T.S.

T.S.P.

T.U.

T.W.C.

U.H.

URN.

VEL.

V.I.

V.I.F.

V.S.

V.T.R.

W.

W.C.

W.M.

W.P.D.

VELOCITY

VERIFY IN FIELD

VENT STACK

VENT THRU ROOF

WASTE

WATER CLOSET

WALL MOUNTED

TIP SPEED

UNIT HEATER

URINAL

VENT

MANUFACTURER(S)MFR.(S)

BACKFLOW PREVENTER

MANUAL AIR VENT

NORMALLY CLOSED

NON-FREEZE WALL HYDRANT

NOT IN CONTRACT

OUTSIDE AIR INTAKE

POST INDICATOR VALVE

PRESSURE REDUCING VALVE

PRESSURE / TEMPERATURE TAPPING

RELATIVE HUMIDITY

REVOLUTIONS PER MINUTE

REDUCED PRESSURE PRINCIPAL

STATIC PRESSURE

RETURN AIRR.A.

S.O.V.

R.D.

R.H.

R.I.O.

R.P.M.

RPPBP

R.V.

S.A.

SENS.

SHR.

SK.

S.P.

S.SK.

TEMP.

TOT.

SHUT-OFF VALVE

SENSIBLE

SHOWER

SERVICE SINK

TEMPERATURE

TOTAL

SINK

ROOF DRAIN

ROUGH IN ONLY

RELIEF VALVE

SUPPLY AIR

M.H.

MIN.

MTG.

M.V.

N.C.

N.F.W.H.

N.I.C.

N.O.

O.A.

O.A.I.

OCT.

P.A.

P.D.

P.I.V

P.R.V.

P.T.

OUTSIDE AIR

OCTAVE

PIPE ANCHOR

PRESSURE DROP

MANHOLE

MINIMUM

MOUNTING

NORMALLY OPEN

E.T.R. EXISTING TO REMAIN

COLD WATER (DOMESTIC)C.W.

H.W. HOT WATER SUPPLY (DOMESTIC)

H.W.R. HOT WATER RETURN (DOMESTIC)

S.C.W. SOFT COLD WATER (DOMESTIC)

HUMIDITY SENSOR

THREE-WAY CONTROL VALVE

CONTROL VALVE

FLOW METER (PROBE TYPE)

TEMPERATURE SENSORTS

CARBON DIOXIDE SENSOR

DIFFERENTIAL PRESSURE SENSOR

AS

HS

CO2

DP

AIRFLOW SENSOR

F FREEZE STAT

MOTORIZED ACTUATORM

MS MOISTURE SENSOR

DS DUCT SMOKE SENSOR

TEPID WATER

TEPID WATER RETURNTWR

TW

HUMIDISTAT

PRESSURE GAUGE

OXYGEN

REDUCED PRESSURE PRINCIPLE BACKFLOW

PUMPED CONDENSATE

PRIMARY HEATING HOT WATER SUPPLY

PRIMARY HEATING HOT WATER RETURN

PRESSURE / TEMPERATURE TAPPING

PRESSURE RELIEF VALVE

PRESSURE REDUCING VALVE

OUTSIDE STEM AND YOKE VALVE

SMOKE DAMPER

SHUT-OFF VALVE

STEAM

SPRING CHECK VALVE

SOFT COLD WATER

SANITARY SEWER (BELOW FLOOR)

SANITARY SEWER (ABOVE FLOOR)

PREVENTER

O2

PHR

PC

PHS

SAN

SAN

S

STM (#)

SCW

THERMOMETER

STRAINER

THROTTLING VALVE

THERMOSTAT

TRIPLE DUTY VALVE (STRAIGHT)

TRIPLE DUTY VALVE (ANGLE)

THREE-WAY CONTROL VALVE

STORM (BELOW FLOOR)

STORM SEWER (ABOVE FLOOR)

VENT

VACUUM BREAKER

VACUUM

UNION

ST

ST

VAC

V

STEAM TRAPT

AW

CAP

AWV

CR

CWR

CWS

CS

A

CD

COND

CTR

CTS

FP

FS

FD

GAS

FOR

FOS

HR

G

HS

HPR

HPS

CONTROL VALVE

HOT WATER SUPPLY (DOMESTIC)

HOT WATER RETURN (DOMESTIC)

HEAT PUMP SUPPLY

HEAT PUMP RETURN

HEATING HOT WATER SUPPLY

HEATING HOT WATER RETURN

GAS COCK

FUEL OIL SUPPLY

FUEL OIL RETURN

FOOTING DRAIN

FLOW SWITCH

FLOW METER (WAFER TYPE)

FLOW METER (PROBE TYPE)

FIRE PROTECTION

FIRE/SMOKE DAMPER

FIRE DAMPER (VERTICAL)

FIRE DAMPER (HORIZONTAL)

COOLING TOWER SUPPLY

COOLING TOWER RETURN

CONDENSATE DRAIN

CONDENSATE

COLD WATER (DOMESTIC)

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CHECK VALVE

CALIBRATED BALANCING VALVE

BUTTERFLY VALVE

BALANCING VALVE

ACID WASTE VENT

ACID WASTE

COMPRESSED AIR

CHILLER RETURN

CHILLER SUPPLY

TEMPERATURE SENSOR

STORM SEWER (OVERFLOW SYSTEM)ST (OF)

MVAC MEDICAL VACUUM

MEDICAL AIRMA

S S

T

H

TS

GLR

GLS GROUND LOOP WATER SUPPLY

GROUND LOOP WATER RETURN

REFRIGERANT LINE (SUCTION)

REFRIGERANT LINE (LIQUID)RL

RS

SNOWMELT SUPPLYSMS

SNOWMELT RETURNSMR

CO2 CARBON DIOXIDE

DI DEIONIZED WATER

N NITROGEN

N2O NITROUS OXIDE

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

/1

/2

:4 :0

A

M

M E

C H

A N

IC

A

L

P L

U M

B

IN

G

E

N E

R A

L N

O T

E S

A

B B

R E

V

IA

T

IO

N S

A

N D

S Y

M B

O L

S

-1

.0

M G

J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M ic h ig a n

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

X X

X

GENERAL NOTES - MECHANICAL - NEW CONSTRUCTION

1 DETAILS SHOWN ILLUSTRATE DESIGN INTENT, NOT ALL POSSIBLE CONDITIONS.

DRAWINGS ARE NOT TO BE CONSIDERED FABRICATION DRAWINGS.

2 IF THE CONTRACTOR ELECTS TO PROVIDE EQUIPMENT OTHER THAN BASIS OF DESIGN,

THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE LAYOUT AND

CLEARANCE REQUIREMENTS IN ALL SPACES CONTAINING EQUIPMENT AND PROVIDE

EQUIPMENT MEETING THE SPECIFICATIONS AND ACHIEVING CODE REQUIRED

CLEARANCES WITHIN THE SPACE PROVIDED. CONTRACTOR IS REQUIRED TO COVER ALL

ELECTRICAL COSTS FOR OTHER THAN BASIS OF DESIGN PRODUCTS SUCH AS

DIFFERENT VOLTAGE OR DIFFERENT SIZE MOTOR.

3 COORDINATE ALL NEW CONSTRUCTION WORK OR ACTIVITY WITH THAT WHICH IS

REQUIRED BY OTHER TRADES OR INSTALLERS IN ORDER TO PROVIDE A COMPLETE

SYSTEM INCLUDING ALL NECESSARY COMPONENTS, FITTINGS, AND OFFSETS.

4 INSTALLER SHALL VERIFY ALL EXISTING JOBSITE CONDITIONS AND DIMENSIONS AND BE

RESPONSIBLE FOR THE SAME. NOTIFY THE ENGINEER OF DISCREPANCIES PRIOR TO

COMMENCING WORK.

5 FIRE SEAL ALL PENETRATIONS, SUCH AS PIPES, DUCTS, CONDUIT, ETC. THROUGH FIRE

AND/OR SMOKE RATED ASSEMBLIES.

6 MECHANICAL INSTALLER IS RESPONSIBLE FOR PATCHING OF WALLS, CEILINGS, AND

FLOORS WHERE FIXTURES, MECHANICAL EQUIPMENT, SHEET METAL, OR PIPING HAS

BEEN REMOVED, RELOCATED, OR INSTALLED.

7 ALL PIPING AND DUCTWORK SHALL AVOID LOCATIONS DIRECTLY ABOVE ALL ELECTRICAL

EQUIPMENT. COORDINATE WITH ELECTRICAL.

8 ALL LOW VOLTAGE CABLING SHALL BE RUN IN CONDUIT BETWEEN DEVICE AND CABLE

TRAY OR TECHNOLOGY RACK. NO CABLING SHALL BE VISIBLE IN EXPOSED CEILING

SPACES AND SHALL BE ROUTED IN CONDUIT THAT IS PAINTED TO MATCH SURFACE IT IS

SUPPORTED FROM. CABLING THAT IS ROUTED ABOVE AN ACCESSIBLE CEILING SPACE

CAN BE INDEPENDENTLY SUPPORTED WITH COMM HOOKS OR RINGS.

9 COORDINATE ALL TEMPERATURE SENSOR LOCATIONS WITH "ELECTRICAL DEVICES

ALIGNMENT GUIDELINES" DETAIL ON SHEET G003.

10 WHERE SPACE PERMITS, ALL HYDRONIC BRANCH PIPING SHALL TAP OFF OF BOTTOM OR

SIDE OF PIPING MAINS PER BRANCH PIPING TAKE-OFF PIPING DETAIL THIS SHEET.

MANUAL AIR VENTS SHALL BE INSTALLED AT THE TOP OF ALL HYDRONIC SYSTEMS.

11 ALL EXISTING CLOSED SYSTEMS SHALL BE ISOLATED AND FLUSHED/CLEANED PRIOR TO

CONNECTION TO NEW SYSTEMS.

12 ALL BRANCH PIPING SHALL BE FURNISHED WITH SHUT-OFF VALVES IN AN ACCESSIBLE

LOCATION NEAR MAIN CONNECTION.

13 NEW EQUIPMENT IS NOT PERMITTED TO BE USED FOR TEMPORARY HEAT WITHOUT THE

OWNER’S WRITTEN APPROVAL.

14 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING NEW AND EXISTING EQUIPMENT

FROM DAMAGE.

MECHANICAL SYMBOLSABBREVIATIONS

CONTROL SYMBOLS

GENERAL NOTES - MECHANICAL - DEMOLITION

1 ALL DUCTWORK, PIPING AND EQUIPMENT SHOWN DASHED SHALL BE REMOVED.

PROTECT EXISTING WORK WHICH IS TO REMAIN IN PLACE FOR REUSE WITH TEMPORARY

COVERS, SHORING, BRACING AND SUPPORTS. VERIFY LOCATIONS OF AND PROTECT

EXISTING INTERIOR ELECTRICAL AND MECHANICAL UTILITIES AND SERVICES EXCEPT

WHERE INDICATED OTHERWISE. ALL MATERIALS AND EQUIPMENT REMOVED AND NOT

REUSED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED

FROM THE SITE. THE OWNER RESERVES THE RIGHT TO KEEP ANY EQUIPMENT OR TO

SALVAGE PARTS FROM ANY EQUIPMENT PRIOR TO BEING REMOVED FROM SITE. ALL

MATERIALS AND EQUIPMENT REQUIRING REMOVAL AND RELOCATION FOR REUSE SHALL

BE CAREFULLY REMOVED AND STORED TO PREVENT DAMAGE AND REINSTALLED AS THE

WORK PROGRESSES.

2 CONTRACTOR SHALL PROTECT ALL WALLS, CEILINGS, FLOORS, LIGHTS AND OTHER

FINISHED SURFACES NOT BEING DEMOED. IF DAMAGED, THE CONTRACTOR SHALL

REPAIR TO MATCH EXISTING CONDITIONS.

3 MODIFICATIONS TO THE ROOFING SYSTEM FOR DEMOLITION OR INSTALLATION OF NEW

EQUIPMENT SHALL BE DONE IN A MANNER TO MAINTAIN OWNER'S ROOFING WARRANTY.

4 FOR ALL EXISTING ROOF CURBS WHICH ARE NOT BEING REUSED AND ARE RECEIVING

NEW ROOF CAPS, IF THE MAXIMUM DIMENSIONS OF THE CURB EXCEED 30" IN EITHER

DIRECTION THEN PROVIDE AND INSTALL 1.1/2" x 1.1/2" x 1/4" SUPPORT ANGLES TO

SPAN ACROSS TOP OF ROOF CURB OPENING BELOW ROOF CAP. SPACING BETWEEN

ANGLES SHALL NOT EXCEED 24" ON CENTER.

LOWER PRESSURE

SUPPLY AIR

MEDIUM PRESSURE

SUPPLY AIR

DUCTWORK COLOR LEGEND

EXHAUST AIR

OUTSIDE AIR

RETURN AIR

M1

2" G

G

1" HS/HR

EXISTING

BUILDING

UNIT A

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

/1

/2

:4 :0

A

M

F

IR

S T

F L

O O

R M

E C

H A

N

IC

A L

D E

M O

L

IT

IO

N

P L A

N

U N

IT

A

-1

.0

M D

A J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M ic h ig a n

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

X X

X

THIS DRAWING SHEET IS INTENDED TO BE PLOTTED IN

COLOR. IF THIS TEXT APPEARS IN BLACK AND WHITE,

IT IS PLOTTED INCORRECTLY. DISCARD AND OBTAIN

AN ACCURATE DRAWING

FULTON MS/HS

KEY PLAN

SCALE: NO SCALE

UNIT A

UNIT B

UNIT C

UNIT D

A

KEYED NOTES - MECHANICAL - DEMOLITION

1 REMOVE EXISTING GAS METER AND ASSOCIATED ACCESSORIES. PREPARE PIPING FOR

NEW CONNECTIONS.

2 REMOVE EXISTING HYDRONIC SUPPLY AND RETURN PIPING AND ASSOCIATED

ACCESSORIES TO MAIN. PREPARE MAIN FOR NEW CONNECTIONS.

3 REMOVE EXISTING DUCTWORK AND ASSOCIATED ACCESSORIES BACK TO MAIN AND

CAP.

4 REMOVE EXISTING NATURAL PIPING AND ASSOCIATED ACCESSORIES TO MAIN. PREPARE

MAIN FOR NEW CONNECTIONS.

5 REMOVE EXISTING DUCTWORK AND ASSOCIATED ACCESSORIES.

6 REMOVE EXISTING TERMINAL UNIT AND ASSOCIATED ACCESSORIES. PREPARE

HYDRONIC PIPING FOR NEW CONNECTION.

7 REMOVE EXISTING AIR HANDLER AND ASSOCIATED ACCESSORIES.

8 REMOVE EXISTING ROOF MOUNTED MECHANICAL EQUIPMENT AND ASSOCIATED

ACCESSORIES.

9 REMOVE AND REINSTALL EXISTING CEILING GRID AS REQUIRED FOR NEW

CONSTRUCTION

1/8" = 1'-0"

FIRST FLOOR MECHANICAL DEMOLITION PLAN - UNIT A

[EX]VAV-1

[EX]VAV-8

EXISTING

BUILDING UNIT D

UNIT D

EXISTING

BUILDING

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

/1

/2

:4 :0

A

M

F

IR

S T

F L

O O

R M

E C

H A

N

IC

A L

D E

M O

L

IT

IO

N

P L A

N

U N

IT

D

-1

.0

M D

D

J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M ic h ig a n

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

X X

X

THIS DRAWING SHEET IS INTENDED TO BE PLOTTED IN

COLOR. IF THIS TEXT APPEARS IN BLACK AND WHITE,

IT IS PLOTTED INCORRECTLY. DISCARD AND OBTAIN

AN ACCURATE DRAWING

FULTON MS/HS

KEY PLAN

SCALE: NO SCALE

UNIT A

UNIT B

UNIT C

UNIT D

A

KEYED NOTES - MECHANICAL - DEMOLITION

1 REMOVE EXISTING GAS METER AND ASSOCIATED ACCESSORIES. PREPARE PIPING FOR

NEW CONNECTIONS.

2 REMOVE EXISTING HYDRONIC SUPPLY AND RETURN PIPING AND ASSOCIATED

ACCESSORIES TO MAIN. PREPARE MAIN FOR NEW CONNECTIONS.

3 REMOVE EXISTING DUCTWORK AND ASSOCIATED ACCESSORIES BACK TO MAIN AND

CAP.

4 REMOVE EXISTING NATURAL PIPING AND ASSOCIATED ACCESSORIES TO MAIN. PREPARE

MAIN FOR NEW CONNECTIONS.

5 REMOVE EXISTING DUCTWORK AND ASSOCIATED ACCESSORIES.

6 REMOVE EXISTING TERMINAL UNIT AND ASSOCIATED ACCESSORIES. PREPARE

HYDRONIC PIPING FOR NEW CONNECTION.

7 REMOVE EXISTING AIR HANDLER AND ASSOCIATED ACCESSORIES.

8 REMOVE EXISTING ROOF MOUNTED MECHANICAL EQUIPMENT AND ASSOCIATED

ACCESSORIES.

9 REMOVE AND REINSTALL EXISTING CEILING GRID AS REQUIRED FOR NEW

CONSTRUCTION

1/8" = 1'-0"

FIRST FLOOR MECHANICAL DEMOLITION PLAN - UNIT D

H R

H S

G

G

2" G

3" G

26"x20"

36"x20"

EXISTING

BUILDING

UNIT A

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

/1

/2

:4 :0

A

M

S E

C O

N D

F L

O O

R M

E C

H A

N

IC

A L

D E

M O

L

IT

IO

N

P L

A N

U

N

IT

A

-1

.0

M D

A J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M ic h ig a n

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

X X

X

THIS DRAWING SHEET IS INTENDED TO BE PLOTTED IN

COLOR. IF THIS TEXT APPEARS IN BLACK AND WHITE,

IT IS PLOTTED INCORRECTLY. DISCARD AND OBTAIN

AN ACCURATE DRAWING

FULTON MS/HS

KEY PLAN

SCALE: NO SCALE

UNIT A

UNIT B

UNIT C

UNIT D

A

KEYED NOTES - MECHANICAL - DEMOLITION

1 REMOVE EXISTING GAS METER AND ASSOCIATED ACCESSORIES. PREPARE PIPING FOR

NEW CONNECTIONS.

2 REMOVE EXISTING HYDRONIC SUPPLY AND RETURN PIPING AND ASSOCIATED

ACCESSORIES TO MAIN. PREPARE MAIN FOR NEW CONNECTIONS.

3 REMOVE EXISTING DUCTWORK AND ASSOCIATED ACCESSORIES BACK TO MAIN AND

CAP.

4 REMOVE EXISTING NATURAL PIPING AND ASSOCIATED ACCESSORIES TO MAIN. PREPARE

MAIN FOR NEW CONNECTIONS.

5 REMOVE EXISTING DUCTWORK AND ASSOCIATED ACCESSORIES.

6 REMOVE EXISTING TERMINAL UNIT AND ASSOCIATED ACCESSORIES. PREPARE

HYDRONIC PIPING FOR NEW CONNECTION.

7 REMOVE EXISTING AIR HANDLER AND ASSOCIATED ACCESSORIES.

8 REMOVE EXISTING ROOF MOUNTED MECHANICAL EQUIPMENT AND ASSOCIATED

ACCESSORIES.

9 REMOVE AND REINSTALL EXISTING CEILING GRID AS REQUIRED FOR NEW

CONSTRUCTION

1/8" = 1'-0"

SECOND FLOOR MECHANICAL DEMOLITION PLAN - UNIT A

24"x14"

18"ø

"ø

9"ø

9" ø

9" ø

[EX]VAV-5

30"x22"

[EX]RF-1

[EX]AH-1

24"x16"

12"x12" 20"x16"

"x

"x

20"x12" 12"x12"

"x

"EXISTING

BUILDING UNIT D

UNIT D

EXISTING

BUILDING

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

/1

/2

:4 :0

A

M

S E

C O

N D

F L

O O

R M

E C

H A

N

IC

A L

D E

M O

L

IT

IO

N

P L

A N

U

N

IT

D

-1

.0

M D

D

J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M ic h ig a n

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

X X

X

THIS DRAWING SHEET IS INTENDED TO BE PLOTTED IN

COLOR. IF THIS TEXT APPEARS IN BLACK AND WHITE,

IT IS PLOTTED INCORRECTLY. DISCARD AND OBTAIN

AN ACCURATE DRAWING

FULTON MS/HS

KEY PLAN

SCALE: NO SCALE

UNIT A

UNIT B

UNIT C

UNIT D

A

KEYED NOTES - MECHANICAL - DEMOLITION

1 REMOVE EXISTING GAS METER AND ASSOCIATED ACCESSORIES. PREPARE PIPING FOR

NEW CONNECTIONS.

2 REMOVE EXISTING HYDRONIC SUPPLY AND RETURN PIPING AND ASSOCIATED

ACCESSORIES TO MAIN. PREPARE MAIN FOR NEW CONNECTIONS.

3 REMOVE EXISTING DUCTWORK AND ASSOCIATED ACCESSORIES BACK TO MAIN AND

CAP.

4 REMOVE EXISTING NATURAL PIPING AND ASSOCIATED ACCESSORIES TO MAIN. PREPARE

MAIN FOR NEW CONNECTIONS.

5 REMOVE EXISTING DUCTWORK AND ASSOCIATED ACCESSORIES.

6 REMOVE EXISTING TERMINAL UNIT AND ASSOCIATED ACCESSORIES. PREPARE

HYDRONIC PIPING FOR NEW CONNECTION.

7 REMOVE EXISTING AIR HANDLER AND ASSOCIATED ACCESSORIES.

8 REMOVE EXISTING ROOF MOUNTED MECHANICAL EQUIPMENT AND ASSOCIATED

ACCESSORIES.

9 REMOVE AND REINSTALL EXISTING CEILING GRID AS REQUIRED FOR NEW

CONSTRUCTION

1/8" = 1'-0"

FIRST FLOOR MECHANICAL DEMOLITION PLAN - UNIT D

62"x20"

[EX]MA-1

[EX]MA-3

[EX]CU-1

2" G 2" G

EXISTING

BUILDING UNIT D

UNIT D

EXISTING

BUILDING

EXISTING

BUILDING

UNIT A

UNIT

A

EXIS

TIN

G

BUIL

DIN

G

S H

E E

T T

IT

L

E

S H

E E

T N

U M

B E

R

O W

N E

R P

R O

J E

C T

T

IT

L E

D A

T E

T O

W E

R P

IN

K

S T

E R

.C O

M

A L

L R

IG

H

T S

R E

S E

R V

E D

/1

/2

:4 :0

A

M

O V

E R

A L

L R

O O

F

M

C H

A N

IC

A

L D

E M

O L

IT

IO

N

P L

A N

-1

.0

M D

J U

N E

M S

/H S

M E

C H

A N

IC

A

L R

E P

L A

C E

M E

N T

M id d le to n

M ic h ig a n

F U

L T

O N

S C

H O

O L

S

D R

A W

N B

Y

X X

X

THIS DRAWING SHEET IS INTENDED TO BE PLOTTED IN

COLOR. IF THIS TEXT APPEARS IN BLACK AND WHITE,

IT IS PLOTTED INCORRECTLY. DISCARD AND OBTAIN

AN ACCURATE DRAWING

FULTON MS/HS

KEY PLAN

SCALE: NO SCALE

UNIT A

UNIT B

UNIT C

UNIT D

A

KEYED NOTES - MECHANICAL - DEMOLITION

1 REMOVE EXISTING GAS METER AND ASSOCIATED ACCESSORIES. PREPARE PIPING FOR

NEW CONNECTIONS.

2 REMOVE EXISTING HYDRONIC SUPPLY AND RETURN PIPING AND ASSOCIATED

ACCESSORIES TO MAIN. PREPARE MAIN FOR NEW CONNECTIONS.

3 REMOVE EXISTING DUCTWORK AND ASSOCIATED ACCESSORIES BACK TO MAIN AND

CAP.

4 REMOVE EXISTING NATURAL PIPING AND ASSOCIATED ACCESSORIES TO MAIN. PREPARE

MAIN FOR NEW CONNECTIONS.

5 REMOVE EXISTING DUCTWORK AND ASSOCIATED ACCESSORIES.

6 REMOVE EXISTING TERMINAL UNIT AND ASSOCIATED ACCESSORIES. PREPARE

HYDRONIC PIPING FOR NEW CONNECTION.

7 REMOVE…