3115 MACKINAW SAGINAW, MICHIGAN 48602 · a5.0 building sections a5.1 wall sections and details a6.0 stair plans, sections and details a7.0 interior elevations a8.0 reflected ceiling

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

ARCHITECT/ENGINEER PROJECT INFORMATION

12/13/2013 3:49:35 PM

J.GARRISON

I. DZIRNIS

I. DZIRNIS

I. DZIRNIS

13-1955-357

TS

TITLE SHEET

MISCELLANEOUS RENOVATIONS:

3115 MACKINAW STREET

ARTHUR HILL HIGH SCHOOL


SAGINAW, MICHIGAN 48602

-BUILDING CODE COMPLIANCE:

SHEET LIST

002 ArchitecturalA2.1 COMPOSITE RENOVATION PLANA2.2 STAIR DEMOLITION DRAWINGSA5.0 BUILDING SECTIONSA5.1 WALL SECTIONS AND DETAILSA6.0 STAIR PLANS, SECTIONS AND DETAILSA7.0 INTERIOR ELEVATIONSA8.0 REFLECTED CEILING PLANA9.0 ROOM FINISH SCHEDULE AND NOTES003 StructuralS0.0 GENERAL NOTESS2.1 DETAILSS3.0 FRAMING PLANS3.1 FRAMING PLAN004 MechanicalM0.0 GENERAL NOTESM1.0 HVAC DEMOLITIONM3.0 FLOOR PLANSM6.0 SCHEDULES AND SECTIONSM7.0 MECHANICAL SPECIFICATIONS007 ElectricalE0.0 GENERAL NOTES, SYMBOLS LEGEND AND

ABBREVIATIONS

E1.0 DEMOLITION DRAWINGSE3.0 LIGHTING PLANSE4.0 PARTIAL POWER PLANS - DEMOLITION AND NEWE4.1 PARTIAL BASEMENT ELECTRICAL PLANE7.0 LIGHTING CONTROL PANEL SCHEDULE AND PANEL

SCHEDULE

SITE LOCATION

OWNER:

SAGINAW PUBLIC SCHOOLS550 MILLARD STREETSAGINAW, MI 48607

CONTACT INFO: Rob BradleyFACILITIES DIRECTOR

EMAIL:[email protected]: (989) 399-6500FAX: (989) 399-6635

OWNER REPRESENTATIVE:

SODEXO-North American Solution Center1440 Campbell Lane, Suite 600Bowling Green, KY 42104

CONTACT INFO: Mark DeAngelo,SR. PROJECT MANAGER

EMAIL:[email protected]: (518) 269-7668FAX: (270) 843-5539

ARCHITECT / ENGINEER:

CONTACT INFO: Ivars Dzirnis, AIA, LEED APPROJECT MANAGER

EMAIL: [email protected] .netPHONE: (989) 752-5000FAX: (989)752-5002WEB: www.kibbe.com

GROUP E (EDUCATION)

MICHIGAN BUILDING CODE (MBC) 2009 ED.MICHIGAN PLUMBING CODE (MPC) 2009 ED.INTERNATIONAL FIRE CODE (IFC) 2009 ED.NATIONAL ELECTRICAL CODE (NEC) STANDARD 2011 ED.MICHIGAN ELECTRICAL CODE RULES PART 8 2011 ED.MICHIGAN MECHANICAL CODE (MMC) 2009 ED.INTERNATIONAL ENERGY CODE

-TYPE OF CONSTRUCTION:

-USE GROUP:

TYPE II B

3115 MACKINAW

IDISSUED FOR BID12-12-13

REV. # DATE DESCRIPTION BY

UP

UP

UP

13 14 15 16 17 18 19 20

T

U

2

A5.0

R

1

A5.0

A7.0

3

A2.2

1

S3.0

1

2

3

12

34

56

Q

P

NATATORIUM

22

POOL

21

STORAGE

7

OFFICE

20

ENTRANCE

25ENTRANCE

26

F.D.F.D.F.D.F.D.

F.D.

F.D.

F.D.

F.D.

F.D. F.D. F.D. F.D.

F.D.

EX. 2x2 MOSAICTILE. SEE ROOMFINISH SCHEDULESHEET A9.0 (TYP.)



REPLACE FLOORDRAIN COVER(14) LOCATIONS

EX. TERRAZZOSEE ROOMFINISH SCHEDULESHEET A9.0 (TYP.)

EX. TERRAZZOSEE ROOMFINISH SCHEDULESHEET A9.0 (TYP.)

F.D.

1

A6.0

1

S3.1

2122

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:10 PM

J.GARRISON

I. DZIRNIS

I. DZIRNIS

I. DZIRNIS

13-1955-357

A2.1

COMPOSITE RENOVATIONPLAN




1/8" = 1'-0"A2.1COMPOSITE RENOVATION PLAN1



POOL

STAIR

TUNNEL

00.093'-11"

2

A2.2

REMOVE EXISTHANDRAIL

REMOVE EXISTGUARDRAIL

REMOVE EXIST 8" REINFCONC. WALL

SAWCUT WALLHERE

EXCAVATE SOIL AS REQUIR'DFOR REMOVAL OF EXIST CONCRETEAND INSTALLATION OF NEWCONCRETE

EXIST GRADE

00.093'-11"

1

A2.2

4'-9

"5'

-10

1/4"

REMOVE EXIST 8" REINF CONC WALLREMOVE EXIST GUARDRAIL

REMOVE EXIST1 1/2" TOPPING ONTREADS AND RISERS

REMOVE EXISTHANDRAIL BOTH SIDES

SAWCUT WALLHERE

SAWCUT WALL HERE

SAWCUT WALLHERE

EXISTGRADE EXIST GRADE

5

S3.1

9'-6

1/2

"

6'-0 1/2"

1

A2.2

2

A2.2

Q

P

4

A2.2

REMOVE EXIST 8" REINF CONC WALL

SAWCUT EXISTING ASPHALTPAVING AS REQUIRED TO EXCAVATEFOR DEMOLITION AND INSTALLATIONOF NEW CONCRETE WORK. REPAIRASPHALT PAVING TO MATCH EXISTINGPAVING AFTER COMPLETE WORK ISFINISHED AND BACKFILLED.

SAWCUT WALLHERE

5

S3.1

01.0100'-0"

00.093'-11"

2

A6.0

HORIZ SAWCUT 5'-4" ±

3'-0

" ±V

ER

T S

AW

CU

T2'

-10

1/4"

±

4'-9

"

REMOVE EXIST 8" REINFCONC. WALL

REMOVE EXISTGUARDRAIL

EXIST GRADE

EXCAVATE SOIL ASREQUIRE'DFOR REMOVAL OFEXIST CONCRETEAND INSTALLATION OF NEW CONCRETE

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:17 PM

J. GARRISON

D. MILLER

D. MILLER

D. MILLER

13-1955-357

A2.2

STAIR DEMOLITIONDRAWINGS




1/2" = 1'-0"A2.2STAIR SECTION1

1/2" = 1'-0"A2.2ELEVATION OF WALL DEMO2

1/2" = 1'-0"A2.2PLAN @ STAIR3

1/2" = 1'-0"A2.2ELEVATION OF WALL DEMO4



01.0100'-0"

02.0 FIN CLG117'-0"

03.0 T.O.PAR124'-8"

00.093'-11"

TU

01.5 FIN FL EQ RM109'-0"

2

A5.0 R

1

A5.1

01.3 FIN FL GYM105'-1"

04.0 THIRD FL130'-9"

Q

4

A5.1

EX. TUNNEL CEILING101'-10"

NEW LIGHTSSEE ELEC. DWGS

01.0100'-0"

02.0 FIN CLG117'-0"

03.0 T.O.PAR124'-8"

00.093'-11"

1314151617181920

01.5 FIN FL EQ RM109'-0"

1

A5.0

3

A5.1

21 22

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:21 PM

J.GARRISON

I. DZIRNIS

I. DZIRNIS

I. DZIRNIS

13-1955-357

A5.0

BUILDING SECTIONS




1/8" = 1'-0"A5.0BUIDING SECTION1

1/8" = 1'-0"A5.0BUILDING SECTION2



01.0100'-0"

02.0 FIN CLG117'-0"

03.0 T.O.PAR124'-8"

U

01.5 FIN FL EQ RM109'-0"

2

A5.1

02.0 FIN CLG117'-0"

U

1 1/2" MTL.STUD @ 16" O.C.

4'-1

"1/2" DUROCK SHEATHINGW/PORTLAND CEMENT PLASTER FINISHPAINT. SEE A9.0 ROOM FINISH SCHEDULE

EXIST WINDOWTO REMAIN

EXIST GLASS BLOCKTO REMAIN

REMOVE EXIST ANGLECLEAN REMAINING LINTEL & PAINT.INSTALL NEW ANGLE TO MATCHEXIST CLEAN AND PAINT. 7 PLCS.

1 1/2" DOW STYROFOAMBRAND CAVITYMATEINSULATION


EXIST MECH UNITTO BE PAINTED

02.0 FIN CLG117'-0"

1/2" DUROCK SHEATHING W/ PORTLANDCEMENT PLASTER FINISH PAINT.SEE 9.0 ROOM FINISH SCHEDULE

1 1/2' MTL. STUDS@ 16" O.C.

EXIST GLASSBLOCK TO REMAIN

REMOVE EXIST ANGLECLEAN REMAINING LINTEL & PAINT.INSTALL NEW ANGLE TO MATCHEXIST CLEAN AND PAINT. 2 PLCS.


02.0 FIN CLG117'-0"

EX. 3" GYPSUM DECKON 16# ASCE RAILS@32 5/8" O.C.

REMOVE & REPLACEEXIST ADHERED TILES@ FORMER LIGHT FIXT.OPENING. (4) TILE PERFIXT.

NEW CEMENT BOARDATTACHED TO MET. FURRINGTO COVER FORMERFIXT. OPENING.

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:22 PM

J. GARRISON

I. DZIRNIS

I. DZIRNIS

I. DZIRNIS

13-1955-357

A5.1

WALL SECTIONS ANDDETAILS




3/4" = 1'-0"A5.1WALL SECTION1

1 1/2" = 1'-0"A5.1DETAIL2

1 1/2" = 1'-0"A5.1DETAIL3

1 1/2" = 1'-0"A5.1LIGHT INFILL DETAIL4



00.093'-11"

2

A6.0

3'-6

"EXIST GRADE

5

S2.1

4 1/

4"

3 5/8"

5

A6.0

NEW HANDRAILTO MEET LOCALBUILDING CODES.(BOTH SIDES)

3 5/8"

4'-1 3/4"

INFILL PANELS SHALL BE DESIGNEDBY CONTRACTOR TO MEET CODEREQUIREMENTS FOR GUARDRAIL

6

S2.1

3

A6.0

2

A6.0Q

P

10'-0"

8'-1

"9'

-0"

4'-6

"

4'-6

"

1

S2.1

2

S2.1

6

S2.1

4

S2.1

3

S2.1

5

S2.1

4

A6.0

24'-1

0 1/

2"

4'-1

3/4

"4'

-1 3

/4"

4'-1

3/4

"4'

-1 3

/4"

4'-1

3/4

"4'

-1 3

/4"

4

S3.1

5

S3.1

6

S3.1

7

S3.1

8

S3.1

TYP AT 6 LOC.

REPAIR ASPHALT PAVINGTO MATCH EXISTING PAVINGAFTER CONCRETE WORK ISFINISHED AND BACKFILLED.

CONC WALL DOWELCONN.

BASE PLCONN.

6

S2.1

SIM

00.093'-11"

5

S2.1

6

S2.1

6

S2.1SIM

2"

5'-4"

2'-6 1/2"

3'-6

"

EXIST GRADE

10"1 3/4"

6 5/

8"

3/4"

1"

1"

1 3/4"

6

A6.0

NEW MICROSILICA CONCRETETOPPING

2"

3/8"

1/2"

P-200 SINGLE COMPONENTSTAIR NOSING. BY BALCO INC.OR EQUAL.

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:22 PM

J.GARRISON

I.DZIRNIS

I.DZIRNIS

I.DZIRNIS

13-1955-357

A6.0

STAIR PLANS, SECTIONSAND DETAILS






1/2" = 1'-0"A6.0STAIR PLAN1

1/2" = 1'-0"A6.0WALL ELEVATION4

1 1/2" = 1'-0"A6.0STAIR DETAIL5

12" = 1'-0"A6.0DETAIL6



13141516171819201

A5.0

EXISTING EVENT BOARD

EXISTING STRUCTURAL GLAZEDTILE WANSCOT TO BE CLEANEDAND SEALED. SEE ROOM FINISHSCHEDULE SHEET A9.0

PAINT EXISTING CMUSTACK BOND

EXISTINGBANNER

EXISTINGBANNER

EXISTINGBANNER

EXISTINGSCORE BOARD

OPENBEYOND TORADIO RM

EXISTING STRUCTURAL GLAZEDTILE WANSCOT

EXISTING CMUSTACK BOND

MECH. RETURN GRILL

13 14 15 16 17 18 19 20

1

A5.0

STACKED BOND CMU(PAINT) SEE ROOM FINISHSCHEDULE SHEET A9.0

DUROCK CEMENT BOARDINFILL SEE DETAIL 2/A5.1

TYP.

2

A5.0

JUNIOR HIGH POOL RECORDS

JUNIOR HIGH POOL RECORDS

DUROCK CEMENT BOARDINFILL SEE DETAIL 2/A5.1

REMOVE AND RELOCATEEXISTING BOARD TOACCOMENDATE NEW LIGHT FIXTURE

STACKED BOND CMU(PAINT) SEE ROOM FINISHSCHEDULE SHEET A9.0

EXISTINGBANNER

REFINISH AND PAINT EXISTINGRETURN GRILLS. CEILING DIFFUSERSTO BE REFINISHED AND PAINTED

EXISTING STRUCTURAL GLAZEDFACING TILE WANSCOT TO BECLEANED AND SEALED. SEE ROOMFINISH SCHEDULE SHEET A9.0

NEW LIGHTSSEE ELEC. DWGS

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:24 PM

J. GARRISON

I. DZIRNIS

I. DZIRNIS

I. DZIRNIS

13-1955-357

A7.0

INTERIOR ELEVATIONS




1/4" = 1'-0"A7.0EAST ELEVATION1

1/4" = 1'-0"A7.0WEST ELEVATION2

1/4" = 1'-0"A7.0SOUTH ELEVATION3



LINTEL SEEDETAIL 9/S3.1

13 14 15 16 17 18 19 20

T

U

2

A5.0

R

1

A5.0

4

A5.1

PATCH EXISTINGTILE TO MATCHEXISTING. SEE ROOMFINISH SCHEDULESHEET A9.0

PATCH EXISTINGTILE TO MATCHEXISTING. SEEROOM FINISH SCHEDULESHEET A9.0

2122

REFLECTED CEILING PLAN LEGEND:

2'-0"x2'-0" ACOUSTIC LAY-IN CEILING GRID-REFER TO SPECIFICATIONS FOR ADDITIONALINFORMATION (U.N.O.).

5/8" DRYWALL CEILING OR BULKHEAD (PAINT).

CEILING HEIGHT- ABOVE FINISH FLOOR

EX. CEILING HEIGHT- ABOVE FINISH FLOOR

2'x4' FLUORESCENT LIGHT

RECESSED CAN LIGHT FIXTURE

SUPPLY DIFFUSER

TRANSFER GRILL AND/OR EXHAUST FAN

NOTE: SEE MECHANICAL AND ELECTRICALPLANS FOR ADDITIONAL INFORMATION

X'-X"

X'-X"

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:25 PM

J. GARRISON

I. DZIRNIS

I. DZIRNIS

I. DZIRNIS

13-1955-357

A8.0

REFLECTED CEILING PLAN




1/8" = 1'-0"A8.0REFLECTED CEILING PLAN1



PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:25 PM

J. GARRISON

I. DZIRNIS

I. DZIRNIS

I. DZIRNIS

13-1955-357

A9.0

ROOM FINISH SCHEDULEAND NOTES




ROOM FINISH SCHEDULE

ROOM NO. ROOM NAMEFLOOR WALL CEILING FINISH

NOTESFINISH BASE NORTH SOUTH EAST WEST FINISH

01.07 STORAGE EXPOSED STRUCT.20 OFFICE21 POOL MOSAIC TILE SGFT SGFT/CMU/CEMENT BD SGFT/CMU/CEMENT BD SGFT/CMU SAT/CEMENT PLASTER22 NATATORIUM TERRAZZO SGFT SGFT/CMU SGFT/CMU CMU/CEMENT BD SAT/CEMENT PLASTER25 ENTRANCE TERRAZZO TERRAZZO EX. BRICK EX. BRICK EX. BRICK CEMENT PLASTER26 ENTRANCE TERRAZZO TERRAZZO EX. BRICK EX. BRICK EX. BRICK CEMENT PLASTER

FINISH NOTES:

1. CEILING:

"ARMSTRONG" CORKOUSSTIC ADHERED TO CEMENT PLASTERAND METAL LATH SYSTEM (SUSPENDED FROM BULB TEE SYSTEM.)

PATCH MISSING/ AND/ OR LOOSE AND DAMAGED CEILING TILE.

PRIME PAINT ENTIRE CEILING (WHITE) W/ 2-COATS PPG URETHANE AND/OR EPOXY SYSTEM.

REWORK/REPLACE EXISTING LIGHTING.

2. WALLS:

STRUCTURAL GLAZED TILE UP TO 7'-2" A.F.F. (CLEAN)

STACK BOND CMU ( PAINTED) UP TO 17'-0" A.F.F.

REPAINT CMU WALLS (SAME AS CEILING PAINT.)

GENERAL SCRUBBING DOWN/CLEANING OF STRUCTURAL GLAZED WALLS.

MOSAIC BENCHES: GENERAL SCRUBBING, THEN STEAM CLEAN, THEN SEALER.

3. FLOORS: (2"x2" MOSAIC TILE). /TERRAZZO @ BLEACHERS

GENERAL CLEANING/ SRUB DOWN.

DECK SCRUB CLEAN.

STEAM CLEAN.

SEALER. (15 YEAR WARRANTY).

* REPLACE DETERIATED FLOOR DRAIN COVERS.

4. WALL INFILL:

NORTH, SOUTH, WEST INFILL @ GLASS BLOCK W/ NEW 1/2" DUROCK SHEATHINGW/ PORTLAND CEMENT BASED PLASTER FINISH VENEER COAT ON 20 DW EQ1-1/4" LEG DIETRICH UltraSTEEL DRYWALL NONLOAD-BEARING (NONSTRUCTURAL)TRACK (UT-SERIES) & STUDS @ 16" O.C.

5. PAINT:

SUBSTRATE: INTERIOR CEILINGS

Order Code Display Name Product Name Coats DFT (mils)

1 35326 Cover Stain Oil-Based Primer- 1 Sealer-Stain-Killer

2 16-510 Series PPG Architectural Coating 2 PITT-GLAZE WB1 Interior Semi-Gloss Pre-Catalyzed Water-Borne Acrylic Epoxy

SUBSTRATE: INTERIOR CONCRETE MASONRY UNITS (CMU)


1 35326 Cover Stain Oil-Based Primer- 1 Sealer-Stain-Killer

2 16-510 Series PPG Architectural Coating 2 PITT-GLAZE WB1 Interior Semi-Gloss Pre-Catalyzed Water-Borne Acrylic Epoxy

SUBSTRATE: INTERIOR FERROUS METAL


1 4160 DEVOE COATING 1 DEVGUARD 4160 Multi- Purpose Tank & Structural Primer

2 16-510 Series DEVOE COATING 2 DEVGUARD 4306 Rust Preventative Semi-Gloss Enamel

ENTRANCE

1,2,3,4,51,2,3,4,533



GENERAL

1. THIS BUILDING HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE MICHIGAN BUILDING CODE, 2009 EDITION.

3. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE EXISTINGCONDITIONS, THE OWNERS REQUIREMENTS FOR ACCESS TO THE SITE AND CONTINUEDOPERATIONS DURING CONSTRUCTION.

4. THE PLAN, DETAIL DIMENSIONS & ELEVATIONS RELATIVE TO THE EXISTING STRUCTUREHAVE BEEN TAKEN FROM AVAILABLE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO VERIFY SUCH DIMENSIONS, ELEVATIONS & DETAILS AS NECESSARY ANDMAKE APPROVED ADJUSTMENTS PRIOR TO CONSTRUCTION OR ORDERING OF MATERIAL.

5. THE CONTRACTOR SHALL SUBMIT CONCRETE REINFORCING, STRUCTURAL STEEL, SHOP DRAWINGS PRIOR TO FABRICATION. THE CONTRACTOR SHALL ALSO SUBMIT MATERIAL REQUIREMENTS AND CONCRETE MIX DESIGNS. ALLOW (2) WEEKS FOR ENGINEER REVIEW.

6. THE STRUCTURE SHALL BE CONSIDERED TO BE IN AN UNSTABLE CONDITION UNTIL ALL FLOOR, WALL AND ROOF STRUCTURES ARE COMPLETED. CONTRACTOR SHALL PROVIDE

TEMPORARY BRACING FOR STABILITY AND TO RESIST LATERAL LOADS DURING ERECTION.

DIVISION 2 - DEMOLITION/SHORING

1. CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING WHERE REQUIRED DURINGCONSTRUCTION. SHORING SHALL BE DESIGNED & DETAILED UNDER THE DIRECTSUPERVISION OF A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OFMICHIGAN. SHORING PROCEDURES, DESIGNS AND DETAILS SHALL BE SUBMITTED FORREVIEW PRIOR TO COMMENCEMENT OF WORK, ALLOW (2) WEEKS FOR ENGINEER TOREVIEW.

2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ERECTION PROCEDURE ANDSEQUENCING AND TO SUBMIT WRITTEN PROCEDURES TO ENSURE THE SAFETY OF THESTRUCTURE AND IT'S COMPONENTS DURING ERECTION.

3. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMOLITION. IF CONDITIONS EXIST THATARE DIFFERENT FROM WHAT IS INDICATED ON THE DRAWINGS, NOTIFY ARCHITECT FORDIRECTION BEFORE PROCEEDING.

4. DUE CARE MUST BE TAKEN NOT TO UNDERMINE OR DISTURB EX SOIL AND FOUNDATIONSWHEN EXCAVATING ADJACENT TO EXISTING FOUNDATIONS. FIELD VERIFY THE DEPTH ANDWIDTH OF ANY EXISTING FOOTINGS & NOTIFY ARCHITECT OF ANY INTERFERENCE'S WITHNEW WORK.

DIVISION 3 - CONCRETE

1. THE LATEST REVISION OF THE FOLLOWING CODES GOVERN THE DESIGN, DETAILING,FABRICATION AND CONSTRUCTION OF ALL REINFORCED CONCRETE:

A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318.

B. DETAILS & DETAILING OF CONCRETE REINFORCEMENT ACI 315.

2. ALL DEFORMED BAR REINFORCING SHALL BE ASTM A615 GRADE 60.

3. ALL WELDED WIRE FABRIC SHALL BE ASTM A185 FLAT SHEETS ONLY.

4. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4000 PSI,3" TO 5" SLUMP AND A WATER/CEMENT RATIO OF 0.45 MAXIMUM. ALL EXTERIOR CONCRETE(INCLUDING FOUNDATION WALLS AND FOOTINGS) SHALL BE AIR ENTRAINED (6%%% ±1%%%).

5. ALL CONCRETE MIXES SHALL BE DESIGNED FOR EXPOSURE CLASSES F3, SO, P1 & C2.

6. SPLICES FOR DEFORMED BARS SHALL BE CLASS B WITH APPLICABLE INCREASES FOR BARSPACING, COVER, TOP BAR EFFECT ETC. PER ACI 318.

7. CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING AGENCY. A SET OF (3) CONCRETE TEST CYLINDERS SHALL BE MADE AND TESTED FOR COMPRESSION STRENGTH AT 7 AND 28 DAYS OR EVERY 50 CUBIC YARDS OF CONCRETE CAST (MINIMUM OF (1) SET PER DAY OF CASTING). ALSO SLUMP AND UNIT WEIGHT TESTS SHALL BE PERFORMED EVERY OTHER TRUCK LOAD. CONTRACTOR MADE CONCRETE TEST CYLINDERS ARE NOT ACCEPTABLE.

8. PROVIDE BENT CORNER BARS IN ALL WALLS AND FOOTINGS OF THE SAME SIZE ANDNUMBER AS THE CONTINUOUS REINFORCEMENT.

DIVISION 5 - STRUCTURAL STEEL

1. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST REVISION OFTHE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FORSTRUCTURAL STEEL FOR BUILDING ALLOWABLE STRESS DESIGN". AND AISC "CODE OFSTANDARD PRACTICE STEEL BUILDINGS & BRIDGES".

2. STRUCTURAL STEEL MATERIAL SPECIFICATIONS:

A. W AND WT SHAPES: ASTM A992, GRADE 50.

B. MISCELLANEOUS SHAPES AND PLATES: ASTM A36 (Fy=36 KSI).

C. PIPE: ASTM A53, GRADE B, TYPE E OR S (Fy=35 KSI).

D. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B (Fy=46 KSI).

3. ALL COLUMN ANCHOR RODS SHALL BE ASTM F1554 (Fy=36 KSI).

4. ALL WELDING SHALL BE PERFORMED USING THE ELECTRIC ARC METHOD IN ACCORDANCEWITH THE LATEST REVISION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURALWELDING CODE". E70xx ELECTRODES CONFORMING TO AWS A5.1 OR A5.5 SHALL BE USEDFOR SHIELDED METAL ARC METHOD & FX7-ECXX FLUX - ELECTRODE COMBINATIONCONFORMING TO AWS A5.17 FOR SUBMERGED ARC METHOD.

5. ALL BOLTS SHALL BE 3/4" DIAMETER ASTM A325 TYPE N BOLTS. ALL BOLTED CONNECTIONSSHALL BE SNUG-TIGHT BEARING TYPE BOLTS UNLESS NOTED OTHERWISE.

6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING SIZES, DESIGN VALUES,MATERIALS, DIMENSIONS AND CONNECTIONS.

A. ALL CONNECTIONS NOT SPECIFICALLY DETAILED, SHALL BE DESIGNED AND DETAILED UNDER THE DIRECT SUPERVISION OF A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MICHIGAN. DETAILING SHALL BE PERFORMED USING RATIONAL ENGINEERING DESIGN AND STANDARD PRACTICE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE GENERAL DETAILS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND DO NOT INDICATE THE REQUIRED NUMBER OF BOLTS OR WELDSIZES, UNLESS SPECIFICALLY NOTED.

7. GROUT REQUIRED UNDER COLUMN BASE PLATES AS SHOWN IN THE DETAILS SHALL BE ASTANDARD NON-SHRINK GROUT SUCH AS "SONOGROUT 10K" BY SONNEBORN INC.

8. PRIME PAINT ALL STRUCTURAL STEEL WITH FABRICATOR'S STANDARD LEAD ANDCHROMATE- FREE, NONASPHALTIC, RUST-INHIBITING PRIMER COMPLYING WITH MASTERPAINTER INSTITUTE (MPI) #79. APPLY PRIMER ACCORDING TO THE MANUFACTURER'SWRITTEN INSTRUCTIONS AND AT RATE RECOMMENDED BY SSPC TO PROVIDE A MINIMUM DRYFILM THICKNESS OF 1.5 MILS. USE PRIMING METHODS THAT RESULT IN FULL COVERAGE OFJOINTS, CORNERS, EDGES, AND EXPOSED SURFACES. TOUCH-UP DAMAGED OR MISSING PAINTAFTER STEEL ERECTION IS COMPLETE. OMIT PAINT AT: HOLES FOR SLIP CRITICALCONNECTIONS, AT STEEL TO BE FIRE PROOFED, AT STEEL ENCASED IN CONCRETE AND ONTHE TOP FLANGE OF STEEL BEAMS WITH SHEAR CONNECTIONS.

DIVISION 31 - FOUNDATIONS/BACKFILL

1. FOUNDATIONS ARE DESIGNED FOR A MAXIMUM ALLOWABLE BEARING CAPACITY OF 2000 PSF.FOUNDATIONS SHALL BEAR ON NATURAL UNDISTURBED SOILS OR ON ENGINEERED FILL.

2. THE OWNER WILL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO MONITOR THEFOUNDATION WORK AND DETERMINE THE QUALITY OF THE SOIL AT ALL FOOTING LOCATIONS. IFUNSUITABLE MATERIALS ARE ENCOUNTERED AT THE FOOTING LOCATIONS, THE UNSUITABLESHALL BE REMOVED AND REPLACED OR THE FOOTINGS LOWERED AT THE DIRECTION OF THEENGINEER.

3. CONTRACTOR SHALL BE AWARE OF AND VERIFY LOCATION OF ALL UNDERGROUND UTILITIES,TANKS, ETC. DUE CARE SHALL BE EXERCISED DURING EXCAVATION SUCH THAT EXISTINGUTILITIES ARE NOT DAMAGED.

4. ALL EXCAVATED MATERIAL SHALL BE TRANSPORTED TO A DISPOSAL AREA DESIGNATED BY THEOWNER ALL EXCAVATIONS SHALL CONFORM TO MI-OSHA REQUIREMENTS. ANY PERCHEDGROUNDWATER ENTERING THE EXCAVATION SHALL BE PUMPED PRIOR TO PLACING CONCRETE.

5. ALL BACKFILL MATERIALS SHALL CONFORM TO MDOT CLASS II MATERIAL. ALL BACKFILL SHALLBE PLACED IN 9" LOOSE LIFTS AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRYDENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557 (MODIFIED PROCTOR). FIELD DENSITYTESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM D-2922 OR D-1556 WITH AMINIMUM OF 1 TEST PER 1500 SQ FEET OF AREA PER 9" LIFT (MINIMUM OF (3) TEST PER LIFT).

QUALITY ASSURANCE

1. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO BE INFORMED, TO PROVIDE FOR, AND TOMAINTAIN SAFETY OF OPERATING EQUIPMENT AND HANDLING OF MATERIALS. THECONTRACTORS SHALL COMPLY WITH ALL SAFETY STANDARDS OF OSHA, MIOSHA AND ANYOTHER STANDARD ENFORCEABLE BY LAW.

2. THE ENGINEER AND ANY OF HIS CONSULTANTS ARE NOT RESPONSIBLE FOR METHODS,TECHNIQUES, SEQUENCE OF ERECTION, OR OTHER PROCEDURES OF THE CONSTRUCTIONWORK.

WARNING:

3. THE ERECTION OF THIS STRUCTURE IS NOT INCORPORATED IN THE DESIGN OR IN ANY DETAILS.

ABBREVIATIONS LIST

ADD'L ADDITIONAL@ ATBM BEAMB.S. BOTH SIDESBOT BOTTOMB.O. BOTTOM OFBC BUILDING COLUMNC.L. CENTER LINECOL COLCONC CONCRETECSJ CONSTRUCTION JOINTCJ CONTROL JOINTDET DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDL DEAD LOADDWG DRAWINGEA EACHEQ EQUALEX EXISTINGF.S. FAR SIDEF.V. FIELD VERIFYFIN FINISHFLG FLANGEFLR FLOORFND FOUNDATIONFT FOOTFTG FOOTINGGA GAGEH.P. HIGH POINTHORIZ HORIZONATLk KIPSLL LIVE LOADL.P. LOW POINTLN LINEMAX MAXIMUMMIN MINIMUMN.S. NEAR SIDEN.T.S. NOT TO SCALENO NUMBERO.C. ON CENTERPC PIECEPL PLATEPLCS PLACESPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHSECT SECTIONSIM SIMILARSPA SPACESSTD STANDARDTYP TYPICALU,N.O. UNLESS NOTED OTHERWISEVERT VERTICALWWF WELDED WIRE FABRICw/ WITHW.P. WORK POINT

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:26 PM

J. GARRISON

C. CRAIG

C. CRAIG

D. MILLER

13-1955-357

S0.0

GENERAL NOTES




STRUCTURAL GENERAL NOTES



SPLICE

CLASS B TENSION

5-#4 BENT E.F.

ADD #4 VERT

STDHOOK

5

S2.1

3

S2.1

CLASS B TENSION SPLICE

3-#5 BENT E.F.ADD #4VERT

STDHOOK

4

S2.1

2

S2.1

4'-0

"

2'-0

"1'

-0"

3" CLR

3" C

LR

2"1'-6"

3" CLR

6-#5 CONT E.F.

1'-0

" ±1'-4"

APPROX GRADE

#4 BENT@ 12" O.C.

3' C

LR

4

S2.1

REPAIR ASPHALT PAVINGTO MATCH EXIST

COMPACTEDGRANULARFILL

3-#5 CONT E.F.W/ HOOK E.E.

3' C

LR T

YP

2'-0

"

1'-4"

#4 BENT @18" O.C.

01.0100'-0"

4'-9

"

8"

8- #4 HORZ E.F.

#3 CAP @ 12" O.C.

#3 VERT @ 12" O.C.W/ HOOK E.E.

APPROX GRADE

CONT VOLCLAY RX102WATERSTOP

#4 DOWEL AT 12" O.C.ANCHOR TO EXIST CONCW/ HILTI RE 500 S.D.

EXIST WALL

#3 CAP @ 12" O.C.

COMPACTEDGRANULARFILL

1'-3

"8"

EXIST CONC

6"

STAIRWELLINTERIOR

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:27 PM

J. GARRISON

D. MILLER

D. MILLER

D. MILLER

13-1955-357

S2.1

DETAILS




1" = 1'-0"S2.1DETAIL1

1" = 1'-0"S2.1DETAIL2

1" = 1'-0"S2.1DETAIL3

1" = 1'-0"S2.1DETAIL4

1" = 1'-0"S2.1DETAIL5

1" = 1'-0"S2.1DETAIL6



3/4" CHAMFER TYP.

3

S3.0

7'-1

1"

4

S3.0

5

S3.0


EXIST GRADE

2

S3.0

(F.V

.)

7'-1

1"


(F.V

.)

7'-1

1"

7 3/

8"

9"

8

S3.0

6'-8

5/8

"

5'-1 5/8"

1'-5 1/8"

1/4" PL N.S. & F.S.@ 18" O.C.

4-12

HSS7x5x3/81/4" WELDEDCLOSURE PLTYP.

F.V. CONDUITRELOCATE TOINSTALL NEW STEELBEAM IF REQUIRED

2

S3.0

3

S3.0

8'-0"

(F.V.)

8 3/4"1'-2"

EXIST CONDUITABOVE

TO STL ANGLE

5'-0"

1'-6"

EXIST CASTIRON PIPE ABOVE

(F.V.)

7'-0 1/2"

(F.V.)

1'-4 3/8"

(F.V.)

1'-6"

CLEAN EX REBAR OF RUSTAND LOOSE MATERIAL.GROUT SOLID USINGNON-SHRINK GROUT

1'-10"

(F.V

.)

10"

1/2" Ø HILTI HAS RODSUSING RE 500-SD EPOXYW/ 4 1/2' EMBED @ 12" O.C.

4-12

3/8" PL.

1'-2

3/8

"

TUN

NE

L FL

6'-8

5/8

" (F

.V.)

TO

1/4" PL @18" 0.C.

3/16TYP

3/16

1 1/2"

3/8"x4"x4" CAP PL

3/16

6

S3.0

(4) 1/2" DIA. EXP.ANCHORS W/MW. EMBED

3" DIA. SCH. 40 PIPE

EX. CONC. FLOOR

1" GROUT

2

S3.0

3" DIA SCH.40 PIPE

1 1/

2"

1 1/2"

7"

7"1/2"x10"x10"BASE PL

1 1/

2"

3/16

3/8"x12"x14" PLw/(4) 1/2" Ø HILTIHAS RODS USINGRE 500-SD EPOXYAND 4 1/2" EMBED.

SKEWEDBEAM CENTERED ONCONC. BEAM

7 3/

8"

1 1/2"

7 1/

2"

9"

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:28 PM

J. GARRISON

C. CRAIG

C. CRAIG

D. MILLER

13-1955-357

S3.0

FRAMING PLAN




1/2" = 1'-0"S3.0TUNNEL SECTION2

1/2" = 1'-0"S3.0TUNNEL SECTION3N 1/4" = 1'-0"S3.0

TUNNEL PLAN1

1" = 1'-0"S3.0DETAIL4

1" = 1'-0"S3.0DETAIL5

1 1/2" = 1'-0"S3.0DETAIL6



1" = 1'-0"S3.0DETAIL8

18 19 20

R

5'-3 3/4" 3'-6 1/4"

EQ

EQ

8'-10"

W10

X22

W10

X22

W8X10

PROVIDE 24" MIN CLEARTO ROOF BELOW BEAMS

20'-7

3/4

" F.V

.

CREATE OPENING THROUGH BRICKVENEER FOR BEAM. CREATE POCKETIN CONCRETE MASONRY WALL FORBEAM AND BEARING PLATE. REPAIRBRICK VENEER AND SEAL TO WEATHER.TYP. AT ALL LOCATIONS.

3

S3.1

SEE PLAN FOR SIZE OF BEAM

GROUT POCKET SOLID AFTERERECTION

BEAM & PL

BEARING PLATE 3/8x4x8"W/ 2-1/2" Øx4" ANCHORS

8"

MIN

3 C

OU

RS

E

SOLID

2'-0" GROUT

SOLID

2'-0" GROUT

3/16"-3

SEE PLAN

TOS

1/2"

CREATE POCKET INEXIST CONCRETE MASONRYWALL FOR NEW W10AND BRG PL.

W10x22

CREATE OPENINGIN BRICK VENEERFOR NEW W10.SEAL OPENING AFTERNEW STEEL IS INSTALLED.

2

S3.1

EQ EQ

3"3"

8"

5

S3.1

8"

3/16"

TWO GALVANIZEDANCHOR RODSREQUIRED AT EACHVERT

HSS 2x2x1/8 VERTSPACED AT 4'-1 3/4"MAX O.C.

BASE PL 3/8x6 1/2x 0'-8 1/2"W/2-9/16" Ø FOR1/2" ANCHOR ROD

4

S3.1

EQ EQ

3"3"

8"

EXIST CONC

NEW CONC

AT EXIST CONC USEHILTI RE 500 SDW/ 1/2" Ø GALV. HASROD. WITH 6" MINEMBED

5

S3.1

3" 4"

3"4"

NEW CONC

BASE PL 3/8 x7 1/2 x7 1/2W/ 2-9/16" Ø FOR1/2" ANCHOR ROD

5

S3.1SIM

FACE OF EXIST WALL

2" 3"

EQ

EQ

8"

NEW CONC

ANCHOR VERT TOFACE OF WALL AT TWOLOCATIONS TO RESISTCODE REQUIRED LATERALGUARDRAIL LOADS.

BASE PL3/8 x 6 1/2 x 5 3/4

5

S3.1

PROVIDE W8x18 LINTELS3/8' BEAR'G PLW/ MIN 8" BEARING EAEND.

6"X8"X3/8" BRG PLATEW/ (2) 1/2"�X6"STUDS @ 6" C/C TYP,U.N.O.

10

S3.1

SIM

W8X18 LINTEL 3/8" PLW/ MIN. 8" BEARING EA END.

CMU SEE PLANFOR SIZE

1/4 4-12

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 3:49:29 PM

J. GARRISON

D. MILLER

D. MILLER

D. MILLER

13-1955-357

S3.1

FRAMING PLAN




1/4" = 1'-0"S3.1STRUCTURAL ROOF FRAMING1

1" = 1'-0"S3.1BEAM POCKET DETAIL2



1" = 1'-0"S3.1BEAM BRG DETAIL3

3" = 1'-0"S3.1BASE PL GUARD RAIL TYP4

3" = 1'-0"S3.1BASE PL SECTION TYP5

3" = 1'-0"S3.1DETAIL6

3" = 1'-0"S3.1DETAIL7

3" = 1'-0"S3.1DETAIL8

1" = 1'-0"S3.1MASONRY LINTEL DETAIL (@ DOORS)9

1 1/2" = 1'-0"S3.1MASONRY LINTEL SECTION10

GENERAL NOTES:IF COMPLIANCE WITH TWO OR MORE DIFFERING STANDARDS,REQUIREMENTS, DRAWINGS OR SPECIFICATIONS, OR ANYCOMBINATION THEREOF, IS SPECIFIED AND THESE ESTABLISHDIFFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIESOR QUALITY LEVELS, COMPLY WITH THE MOST STRINGENTREQUIREMENT. THE MOST STRINGENT REQUIREMENT WILL BE THEBETTER QUALITY OR GREATER QUANTITY OF WORK, AND WILLTYPICALLY BE THE MORE EXPENSIVE OPTION. REFERUNCERTAINTIES AND REQUIREMENTS THAT ARE DIFFERENT, BUTAPPARENTLY EQUAL, TO ENGINEER FOR A DECISION BEFOREPROCEEDING.

THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BETHE MINIMUM PROVIDED OR PERFORMED. THE ACTUAL INSTALLATIONMAY COMPLY EXACTLY WITH THE MINIMUM QUANTITY OR QUALITYSPECIFIED, OR IT MAY EXCEED THE MINIMUM WITHIN REASONABLELIMITS. TO COMPLY WITH THESE REQUIREMENTS, INDICATED NUMERICVALUES ARE MINIMUM OR MAXIMUM, AS APPROPRIATE, FOR THECONTEXT OF REQUIREMENTS. REFER UNCERTAINTIES TO ENGINEERFOR A DECISION BEFORE PROCEEDING.

DESIGN DOCUMENTS MUST BE REPRODUCED IN THEIR ENTIRETY,INCLUDING ALL PLANS, SPECIFICATIONS, AND FRONT ENDDOCUMENTS.

ONLY COMPLETE DOCUMENT SETS ARE TO BE DISTRIBUTED TOSUBCONTRACTORS AND SUPPLIERS OF THE CONTRACTOR DURINGBIDDING OR CONSTRUCTION.

FAILURE TO REVIEW AND COMPLY WITH A FULL SET OF CONTRACTDOCUMENTS WILL NOT BE ACCEPTED AS A VALID REASON FORFAILURE TO MEET THE REQUIREMENTS OF THE PLANS ANDSPECIFICATIONS.

ALL MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITHLOCAL CODES, ORDINANCES, AND LAWS AND SHALL BE OF SIMILARQUALITY, MATERIAL, AND INSTALLATION METHODOLOGY AS SIMILARWORK IN EXISTING FACILITY.

HAZARDOUS MATERIALS MAY BE PRESENT IN CONSTRUCTION TO BESELECTIVELY DEMOLISHED. A REPORT ON THE PRESENCE OFHAZARDOUS MATERIALS IS ON FILE FOR REVIEW AND USE. EXAMINEREPORT TO BECOME AWARE OF LOCATIONS WHERE HAZARDOUSMATERIALS ARE PRESENT.

IF THE CONTRACTOR OR ANY SUBCONTRACTORS SUSPECTUNANTICIPATED HAZARDOUS MATERIALS ARE PRESENT, THECONTRACTOR IS TO STOP ALL WORK AFFECTING SAID MATERIALS ANDNOTIFY THE ENGINEER.

ALL ABOVE CEILING SYSTEMS AND COMPONENTS (INCLUDING BUT NOTLIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION,ETC.) SHALL BE COORDINATED SUCH THAT THE SYSTEMS AREPROPERLY INTEGRATED IN THE SPACE PROVIDED ABOVE CEILING ATTHE CEILING HEIGHTS NOTED. IT IS THE RESPONSIBILITY OF EACHCONTRACTOR TO COORDINATE PATHWAYS WITHIN THE SPACEPROVIDED. CEILING HEIGHTS WILL NOT BE MODIFIED.

COORDINATE LOCATIONS OF ALL DEVICES WITH ARCHITECTURAL ANDELECTRICAL PRIOR TO ROUGH-IN. ALL CONFLICTS WITH FINISHES,ADJACENT CONSTRUCTION, AND CONSTRUCTION DOCUMENTS ARE TOGENERATE AN RFI FROM THE MECHANICAL CONTRACTOR TO THEARCHITECT/ENGINEER PRIOR TO PROCEEDING AND COMPLETION OFWORK.

CONTRACTOR SHALL FURNISH AND INSTALL BEVELED OR TAPEREDTAKEOFFS AT ALL CONNECTIONS OF DUCT RUNOUTS TO TRUNKS. ALLFITTINGS SHALL BE IN ACCORDANCE WITH SMACNA.

CONTRACTOR SHALL FURNISH AND INSTALL MANUAL BALANCINGDAMPERS AT ALL SUPPLY, RETURN, AND EXHAUST TRUNKBRANCHES AND RUNOUTS.

CONTRACTOR SHALL FURNISH AND INSTALL TEMPERATURE SENSORSFOR EQUIPMENT WHICH SHALL BE MOUNTED 6'-0" AFF AWAY FROMHEAT PRODUCING EQUIPMENT UNLESS NOTED OTHERWISE.

MECHANICAL CONTRACTOR SHALL COORDINATE ROOF MOUNTEDEQUIPMENT INSTALLATION WITH ROOFING CONTRACTOR OR ROOFINGMANUFACTURER TO AVOID DAMAGE TO ROOFING SYSTEM.

COORDINATE LOCATIONS OF ALL DEVICES WITH ARCHITECTURAL,STRUCTURAL, CIVIL, INTERIORS, AND ELECTRICAL PRIOR TO ROUGH-IN.ALL CONFLICTS WITH FINISHES, ADJACENT CONSTRUCTION ANDCONSTRUCTION DOCUMENTS ARE TO GENERATE AN RFI FROM THEMECHANICAL CONTRACTOR TO THE ENGINEER PRIOR TO PROCEEDINGAND COMPLETION OF WORK

MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FORFIRESTOPPING ALL NEW MECHANICAL PENETRATIONS THROUGHRATED ASSEMBLIES.

MECHANICAL CONTRACTOR SHALL PROVIDE WATER PROOF SHEETMETAL CAP, INSULATED (EQUIVALENT TO ROOF) FOR ALL DEMOLISHEDROOF PENETRATIONS.

ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH MOTORSTARTERS COMPATIBLE WITH CONTROLS SYSTEM. COORDINATE WITHCONTROLS AND ELECTRICAL CONTRACTORS.

UNLESS OTHERWISE INDICATED, ROOF OPENINGS MADE IN EXISTINGROOF STRUCTURE SHALL BE SUPPORTED ON ALL EDGES BY L4X4X1/4FOR SPANS OF 5’-0 OR LESS; AND BY C8X11.5 FOR SPANS BETWEEN 5’-0” AND 10’-0”. SPANS EXCEEDING 10’-0” SHALL REQUIRE SECTIONSAPPROVED BY THE ENGINEER. CONNECTIONS SHALL BE WELDED INACCORDANCE WITH AWS D1.1 AND AISC, OR MINIMUM 2-BOLTCONNECTIONS ACCORDING TO AISC.

1.

2.

3.

4.

5.

6.

7.

10.

11.

12.

13.

14.

15.

16.

17.

18.

8.

9.

T

A

R

AB

SYMBOL DESCRIPTION

RIGID ROUND OR RECTANGULAR DUCTWORK, GALVANIZED

SUPPLY DUCTWORK TO SUPPLY DIFFUSER. SEE DETAIL14/M501. HARD ELBOW REQUIRED. FLEXIBLE DUCTWORKALLOWED ONLY ON DROP FROM ELBOW TO DIFFUSER.

EXPANDED NECK DUCT TAKEOFF:

'A' DIMENSION = 150% OF 'B' DIMENSION

CURVED RADIUS ELBOW OR RECTANGULAR ELBOW WITHTURNING VANES:

'R' RADIUS DIMENSION = 150% OF 'A' DIMENSION

DUCT TAKEOFF

REDUCER

SIDEWALL REGISTER

EXHAUST

RETURN

SUPPLY

SLOTTED SUPPLY OR RETURN

VOLUME SUPPLY DAMPER

FIRE DAMPER

MOTORIZED DAMPER

TEMPERATURE SENSOR

DUCT SMOKE DETECTOR

BUTTERFLY VALVE

MOTORIZED BUTTERFLY VALVE

BALL VALVE

PLUG VALVE

CHECK VALVE

STRAINER

POINT OF CONNECTION BETWEENPROPOSED AND EXISTING SYSTEMS

90° ELBOW UP

90° ELBOW DOWN

MECHANICAL SYMBOLS LEGEND

P SPACE PRESSURE SENSOR

SD

ABBREVIATION DESCRIPTION

AFFADJBDDCACI

CHWRCHWS

COCW

CONDCFM

DDBEFFEWTEAEX

ESPF&YFCOGPMHPHW

HWRHHW

HHWSHHWRIN WC

KWLWTLPSMFSMCA

MOCPMRNTSOAPD

PRVRPBFPPSIGRARLASANSOVSCWSTMODLSA

MBHTYPUNO

VWCOWHA

WWB

ABOVE FINISH FLOORADJUSTABLEBACKDRAFT DAMPERCOMPRESSED AIRCAST IRONCHILLED WATER RETURNCHILLED WATER SUPPLYCLEANOUTCOLD WATERCONDENSATE RETURNCUBIC FEET PER MINUTEDRAIN (CONDENSATE)DRYBULBEFFICIENCYENTERING WATER TEMPERATUREEXHAUST AIREXISTINGEXTERNAL STATIC PRESSUREFLOAT AND THERMOSTATICFLOOR CLEANOUTGALLONS PER MINUTEHORSEPOWERHOT WATERHOT WATER RETURNHEATING HOT WATERHEATING HOT WATER RETURNHEATING HOT WATER SUPPLYINCHES WATER COLUMNKILOWATTSLEAVING WATER TEMPERATURELOW PRESSURE STEAMMAXIMUM FUSE SIZEMINIMUM CIRCUIT AMPACITYMAXIMUM OVERCURRENT PROTECTIONMANUFACTURER'S RECOMMENDATIONSNOT TO SCALEOUTDOOR AIRPRESSURE DROPPRESSURE REDUCING VALVEREDUCED PRESSURE BACKFLOW PREVENTERPOUNDS PER SQUARE INCH GAUGERETURN AIRRUNNING LOAD AMPSSANITARYSHUTOFF VALVESOFT COLD WATERSTORMSTORM OVERFLOWSUPPLY AIRTHOUSAND BTU/HRTYPICALUNLESS NOTED OTHERWISEVENTWALL CLEANOUTWATER HAMMER ARRESTERWATTSWET BULB

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 4:05:37 PM

J. MINTZ

J. MINTZ

J. MINTZ

I. DZIRNIS

13-1955-357

M0.0

GENERAL NOTES






13 14 15 16 17 18 19 20

T

U

R

Q

EX 26x18

EX 26x18

EX 26x18

EX 40x22

EX 24x12 EX 24x12

EX

24x

12

EX

24x

12

EX

24x

12

EX

24x

12

EX

60x

22

EX

24x

12E

X 2

4x12

EX

40x

20

EX 46x22 EX 46x22

EX

34x

22E

X 3

0x12

EX

40x

20

EX

34x

22E

X 3

0x12

EX 24x1

8 EX 24x18

EX

12x

9

REMOVE EXISTINGRETURN FAN ANDASSOCIATEDDUCTWORK,CONTROL, WIRING,ETC.

REMOVE EXISTINGAIR HANDLER ANDASSOCIATEDDUCTWORK,PIPING,CONTROLS,WIRING , ETC.

EXISITNG RETURN AIRDUCTWORK TOREMAIN (TYP.)


EXISITNG SUPPLY AIRDUCTWORK TOREMAIN (TYP.)



EX RD

EX EXHAUSTFAN

EX VTR

EXISTING 119"x34"OUTSIDE AIR INTAKELOUVER TO BEREMOVEDCOVER OPENINGWITH INSULATEDMETAL PANEL

EXISTINGEXHAUST HOODON ROOF ABOVETO REMAIN

EX 84x22EX 111x22

1

M6.0

2

M6.0EX 6" STM

EX 6"COND

T

EXAHU-1 VERIFY THAT

PROGRAMMABLE STATDOES NOT CONTROLRADIANT HEAT PRIOR TOREMOVING IT

2122

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 4:05:55 PM

J. MINTZ

J. MINTZ

J. MINTZ

I. DZIRNIS

13-1955-357

M1.0

HVAC DEMOLITION




N 1/8" = 1'-0"

UPPER LEVEL HVAC DEMOLITION

GENERAL DEMOLITION NOTES:

EXISITNG DUCTWORK, DIFFUSERS, AND GRILLES ARE TO REMAIN. GENERALTRADES IS TO PROVIDE FOR REPAINTING OF EXISTING DIFFUSERS AND GRILLESTO MATCH CEILING AND WALLS.

SOME OF THE SUPPLY DUCTWORK ABOVE THE CEILING HAS BEEN OBSERVEDTO BE DAMAGED. PROVIDE AN ALOWANCE TO REPLACE OR REPAIR 100 LINEARFEET OF DUCT MAINS IN THE CEILING SPACE.

REMOVE ANY STEAM AND CONDENSATE PIPING THAT WILL NO LONGER BENEEDED IN THE EXISTING MECHANICAL EQUIPMENT SPACE. ANY STEAM ANDCONDENSATE PIPING THAT SERVES OTHER EQUIPMENT IS TO REMAIN INSERVICE.

VERIFY THAT THE PROGRAMMABLE THERMOSTAT THAT IS LOCATED AT THEMAIN DOORS ONLY CONTROLS THE AIR HANDLER AND NOT THE RADIANT HEATAS WELL. IN THE EVENT THAT THE RADIANT HEAT IS ALSO CONTROLED BY THISTHERMOSTAT, THE THERMOSTAT IS TO REMAIN WITH THE AIR HANDLING UNITCONTROL REMOVED.



3

M6.0

13 14 15 16 17 18 19 20

T

U

R

Q

EX 26x18

EX 26x18

EX 26x18

EX 40x22

EX 24x12 EX 24x12

EX

24x

12

EX

24x

12

EX

24x

12

EX

24x

12

EX

60x

22

EX

24x

12E

X 2

4x12

EX

40x

20

EX 46x22 EX 46x22

EX

34x

22E

X 3

0x12

EX

40x

20

EX

34x

22E

X 3

0x12

EX 24x1

8 EX 24x18

EX

12x

9






EX RD

EX EXHAUSTFAN EX VTR

EX EXHAUSTHOOD ONROOF ABOVE

EX 84x22

40x34

AHU-1DEHUMIDIFYING AIRHANDLER ON 6"REINFORCEDCONCRETE PAD - SEEARCHITECTURAL

CU-1AIR COOLEDCONDENSINGUNIT ON ROOF

60x2

2

40x2

0

40x3

4

1

M6.0

2

M6.0

24x24

EF-1INLINEEXHAUSTFAN

24x24

A-4000EXHAUSTGRILLE8'-6" AFF

EX 3"COND

EX 6"STM

NEW3" STM

NEW 2"CONDBELOW

DUAL CIRCUITREFRIGERANTLINES TOCOOLING COIL

42x363'-0" ABVGRADE

84x22

S

AHU-1 TEMPAND HUMIDSENSOR

NEW REMOTEDISPLAYTERMIMAL FORNEW AIRHANDLING UNIT

40x349'-6" ABVGRADE

40x34 DROP TO3'-2" ABV GRADE

2122

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 4:05:59 PM

J. MINTZ

J. MINTZ

J. MINTZ

I. DZIRNIS

13-1955-357

M3.0

FLOOR PLANS




N 1/8" = 1'-0"

UPPER LEVEL HVAC REVISIONS

GENERAL NOTES:

PROVIDE PROTECTIVE COVER FOR REFRIGERANT PIPING FROM ROOF TO UNIT TOLIMIT POSSIBILITY OF VANDALISM. ARCHITECT TO PROVIDE COLOR FOR COLOR TOMATCH EXISTING BUILDING ACCENTS OR TRIM.

INSTALL NEW TEMPERATURE AND HUMIDITY SENSOR IN SAME LOCATION AS ORIGINALPROGRAMMABLE THERMOSTAT. iN THE EVENT THAT THE ORIGINAL THERMOSTATCONTROLS THE REMAINING FINNED TUBE RADIATION ALONG WINDOWS, INSTALL NEWSENSOR DIRECTLY BELOW EXISITNG THERMOSTAT.



AIR HANDLING UNIT SCHEDULE

ESP

1.0

(IN WC)

AHU-1

MARK

DESERT AIRE ND35

MODEL No

MFG &

GRADE

LOCATION

UNIT

15,100 20 HP

HP

FAN

(MBH)

35 TONS 438.5

NOMINALCOOLINGCAPACITY

COOLINGTOTAL

COOLING COIL

(MBH)

301.2

COOLINGSENSIBLE

HEATING COIL

4"

THICKNESS

30%

EFFIC.

FILTER

208/3/60 193

ELECTRICAL

VOLTAGEMINIMUMCIRCUITAMPACITY

179

FLA

EXHAUST FAN SCHEDULE

EF-1 BSQ-180-10

MARK MODEL NOGREENHECK

CFM SP HP VOLTAGE

AIR COOLED CONDENSING UNIT SCHEDULE

MODEL NUMBER

MANUFACTURER &

CU-1

MARK LOCATIONAIR

RC8S015C35 TON

CAPACITY

95°F

AMBIENTNOMINALCOOLING

829 LBS

WEIGHT

DESERT AIRE

(MBH)

521.7

HEATINGTOTAL

TYPE

DX2-STAGE

RH LDB

198.3 50% 70.0°F

TYPE

STEAM

ROOF R-410A

REFRIGERANTNO.

2

COND FAN

2083/60

VOLTAGE

14

AMPACITY

16.8

MINIMUMCIRCUIT

TYPE

INLINE CENTRIFUGAL 4,000 0.5 1.0 208/3/60

GRILLE, REGISTER, DIFFUSER, & LOUVER SCHEDULE

MARK MODEL NO CFM MAX NC NECK SIZE FACE SIZE MANUFACTURER

A-4000 97 4000 30 64"x32" 66"x34" PRICE

TYPE

POOL

SERVEDAREA

SIZE

28"x28"x31" LONG

WEIGHT

244

(LBS) SONES

14.9

542.8

LB/HR(CFM)

OA

3,400

(CFM)

SA DEHUMIDIFICATION

(LB/HR)

225A

MAXIMUMFUSESIZE

FLA

23

MOPD

STEEL GYMNASIUM

GRILLE

NOTES:

1. FURNISH WITH WHITE POWDER COAT FINISH AND 0° DEFLECTION 1/2" BLADES PARALLEL TO THE LONG DIMENSION.

NOTES:

1. FAN TO INTERLOCK WITH AIR HANDLING UNIT AHU-1

2. FAN TO HAVE GALVANIZED STEEL HOUSING WITH BACKWARD INCLINED ALUMINUM WHEEL, AND TWO BOLTED ACCESS PANELS.

3. FURNISH WITH NEMA-1, TOGGLE, JUNCTION BOX MOUNTED AND WIRED TO FAN.

4. INCLUDE INLINE DAMPER WD-330-PB-24x24, MOUNTING BRACKETS WITH ISOLATORS AND SPRING HANGING KIT.

5. FAN TO BE COATED WITH HI-PRO POLYESTER.

NOTES:

1. FURNISH WITH VIBRATION ISOLATION PADS.

NOTES:

1. FURNISH WITH R-410A REFRIGERANT, 8-ROW EVAPORATOR COIL WITH 10 FPI, AIR REHEAT CONDENSER COIL, HOT GAS BYPASS, AND 20-GAGE STAINLESS STEEL DRAIN PAN.

2. UNIT TO BE ETL LISTED

01.0100'-0"

02.0 FIN CLG117'-0"

03.0 T.O.PAR124'-8"

19 20

01.5 FIN FL EQ RM109'-0"

01.3 FIN FL GYM105'-1"

24x2424x24

EF-1

CONNECTTO EX 3"COND PIPING

34x40

36x42

22x84

34x40

36x42

EX 84x22

EX EXHAUSTHOOD ON ROOF

EX EXHAUSTHOOD

9'-6

"

12'-9

"±

15'-9

"±

8'-1

1/2

"

5'-1

1"±

CONNECTTO EX 6" STMPIPING

3'-2

"±

9'-6

"±

8'-3

1/2

"

01.0100'-0"

02.0 FIN CLG117'-0"

03.0 T.O.PAR124'-8"

T

01.5 FIN FL EQ RM109'-0"

01.3 FIN FL GYM105'-1" NEW 2"

COND

NEW 3"STM

42x36

22x84

A-4000EXHAUSTGRILLE

24x2440x34

EF-1

EX 3"COND

EX 6"STM

8'-6

"

5'-1

1"±

6'-1

0"±

8'-1

1/2

"EXEXHAUSTHOOD ONROOF

15'-9

"±

01.0100'-0"

02.0 FIN CLG117'-0"

03.0 T.O.PAR124'-8"

T

01.5 FIN FL EQ RM109'-0"

R

01.3 FIN FL GYM105'-1"

04.0 THIRD FL130'-9"

AHU-1DEHUMIDIFYINGAIR HANDLING UNIT

CU-1AIR COOLEDCONDENSING UNIT

EXEXHAUSTFAN

34x40EXEHXAUSTHOOD

59x81

DUAL CIRCUITREFRIGERANTLINES TOCOOLING COIL

OUTSIDEAIR INTAKE

6" REINFORCEDCONC. PAD16'-8"x12'-5" PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 4:06:01 PM

T. SOVEY

J. MINTZ

J. MINTZ

I. DZIRNIS

13-1955-357

M6.0

SCHEDULES AND SECTIONS




1/8" = 1'-0"1 MECHANICAL SECTION 1 1/8" = 1'-0"2 MECHANICAL SECTION 2

1/8" = 1'-0"3 EAST MECHANICAL ELEVATION

FINISHED GRADE FINISHED GRADE



PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 4:06:06 PM

T. SOVEY

J. MINTZ

J.MINTZ

I. DZIRNIS

13-1955-357

M7.0

MECHANICALSPECIFICATIONS




MECHANICAL SPECIFICATIONS

REFERENCEINSTRUCTIONS TO BIDDERS, CONDITIONS OF THE CONTRACT, DIVISION 1, AND THIS SECTION SHALL APPLY TO THIS DIVISION.

CODES, PERMITS & INSPECTIONSCONTRACTOR SHALL SECURE PERMITS, INSPECTIONS AND TESTS, PAY ALL FEES, DEPOSITS, AND COSTS FOR ALL MECHANICAL UTILITIES ANDSERVICES INVOLVED AND PRESENT THE OWNER A CERTIFICATE OF INSPECTION AND AP-PROVAL FROM THE DEPARTMENT HAVING JURISDICTIONOVER HIS WORK. SHOULD ANY CHANGE IN THE DRAWINGS AND SPECIFICATIONS BE REQUIRED TO COMPLY WITH ALL APPLICABLE CODES,RULES, REGULATIONS, ETC., CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE SUBMITTING BID. AFTER ENTERING INTO CONTRACT, ALLWORK NECESSARY TO MEET THE REQUIREMENTS SHALL BE COMPLETED WITHOUT ADDITION TO THE CONTRACT AMOUNT. WHERE WORKINDICATED IS MORE THAN REQUIRED BY CODES, ETC., SUCH WORK SHALL BE AS INDICATED.

JOB OBSERVATIONNOTWITHSTANDING ANY REFERENCE TO ANY CODE, RULE OR REGULATION, ENGINEER SHALL HAVE NO RESPONSIBILITY FOR SAFETY ON THEJOB SITE, SHALL HAVE NO RIGHT TO CHANGE OR STOP THE WORK, SHALL NOT CONTROL THE MEANS OF THE WORK, AND SHALL NOT HAVE ANYDUTY TO PROVIDE SUPERVISION OF MEANS, METHODS, PROCESSES OR PROCEDURES OF CONSTRUCTION.

FIRST-CLASS WORKABLE SYSTEMSFIRST CLASS WORKABLE SYSTEMS SHALL BE PROVIDED BY THE CONTRACTOR. IF, IN THE OPINION OF THE CONTRACTOR, CHANGES IN THEDRAWINGS OR SPECIFICATIONS ARE REQUIRED TO PRODUCE FIRST-CLASS WORKABLE SYSTEMS, CONTRACTOR SHALL REQUEST ANINTERPRETATION FROM THE ENGINEER BEFORE PROCEEDING WITH THE WORK. IF THE CONTRACTOR FAILS TO MAKE SUCH A REQUEST, NOEXCUSE WILL THEREAFTER BE ENTERTAINED FOR FAILURE TO PROVIDE FIRST-CLASS WORKABLE SYSTEMS.

DRAWINGSDRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN, AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC. THEYARE NOT INTENDED TO BE SCALED FOR ROUGH-IN MEASUREMENTS NOR TO SERVE AS SHOP DRAWINGS. THE ENGINEERS AND OWNERRESERVE THE RIGHT TO MAKE MINOR CHANGES IN THE LOCATION OF EQUIPMENT, DUCTWORK, PIPING, ETC. AT THE TIME OF ROUGH-IN WITHOUTADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, LOCATIONS, ETC. FOR ACCURACY AND POSSIBILITY OFINTERFERENCES DUE TO FIELD CONDITIONS AND ACTUAL BUILDING STRUCTURE. FAILURE TO CHECK WILL BE NO REASON FOR ADDITIONALCOMPEN-SATION.

SHOP DRAWINGSSUBMIT 6 SETS OF COMPLETE HARD COPY SHOP DRAWINGS OR A PDF ELECTRONIC COPY FOR ALL MECHANICAL EQUIPMENT AND MATERIALS TOTHE ENGINEER FOR APPROVAL BEFORE FABRICATION OF WORK OR ORDERING OF EQUIPMENT. DRAWINGS MUST BE APPROVED BY THEENGINEER BEFORE ORDERING EQUIPMENT. ALL SHOP DRAWINGS NOT APPROVED SHALL BE CORRECTED AND RESUBMITTED TO THEENGINEER BEFORE ORDERING.

STANDARDS OF INDUSTRYSTANDARDS OF INDUSTRY SHALL BE FOLLOWED WHEN APPLICABLE.

GUARANTEECONTRACTOR SHALL GUARANTEE EQUIPMENT, MATERIALS AND WORKMANSHIP IN HIS CONTRACT AND SHALL MAKE GOOD AT HIS OWN EXPENSEANY DEFECTS WHICH MAY DEVELOP WITHIN ONE YEAR AFTER START-UP OF EACH PIECE OF EQUIPMENT, OCCUPANCY BY OWNER, OR FINALACCEPTANCE OF THE JOB, WHICHEVER OCCURS FIRST.

CONTRACTORS RECORD/AS-BUILT DRAWINGSCONTRACTOR SHALL MAINTAIN AND KEEP AN UP-TO-DATE SET OF DRAWINGS REFLECTING "AS-BUILT" CONDITIONS OF THEIR WORK AS ISREQUIRED BY CODE. CONTRACTOR SHALL INDICATE EXACT DIMENSIONS AND ELEVATIONS FOR ALL UNDERGROUND WORK. UPON COMPLETIONOF THIS PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER THE AS-BUILT DRAWINGS.

LOCAL CONDITIONSBEFORE SUBMITTING BIDS AND/OR PROCEEDING WITH THE PROJECT, THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS, SPECIFICATIONS ANDADDENDA ISSUED FOR THE PROJECT AND SHALL EXAMINE THE PROJECT SITE. THE CONTRACTOR SHALL THOROUGHLY INVESTIGATE THEPROJECT SITE AND BECOME FULLY INFORMED AS TO THE EXTENT OF HIS WORK AND COORDINATION OF THIS WORK WITH ALL OTHER TRADESAND INCLUDE ALL COST TO PERFORM AND COMPLETE WORK FOR THIS PROJECT PER DRAWINGS AND SPECIFICATION AND ALL CODES.

OPERATION AND MAINTENANCE MANUALSCONTRACTOR SHALL FURNISH TO THE ARCHITECT/ENGINEER TWO (2) COPIES OF THREE RING BINDER BOOKS WITH TABS FOR SECTIONSCOVERING EACH ITEM OF EQUIPMENT. NOTEBOOKS SHALL INCLUDE SHOP DRAW-INGS, MAINTENANCE MANUALS, OPERATING MANUALS ANDPARTS LIST AS NECESSARY TO INSTRUCT OWNER ON PROPER OPERATION AND MAINTENANCE OF EQUIPMENT FOR THIS PROJECT. THESEMANUALS SHOULD BE HARD BOUND IN BEST QUALITY BINDERS AND TURNED OVER TO THE ARCHITECT/ENGINEER FOR APPROVAL ATCOMPLETION OF PROJECT.

START-UP SERVICECONTRACTOR SHALL ARRANGE WITH EQUIPMENT MANUFACTURERS FOR PROVIDING COMPLETE START-UP SERVICE FOR ALL EQUIPMENT ONTHIS PROJECT. ALL START-UP SERVICES SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER AND/OR ENGINEER. A WRITTEN REPORTSHALL BE SUBMITTED TO THE ENGINEER STATING DATE OF START-UP, MANUFACTURER APPROVAL OF SYSTEM OPERATION AND INSTALLATION.

CUTTING AND PATCHINGCUTTING AND PATCHING SHALL BE BY TRADES REGULARLY ENGAGED IN THIS TYPE OF WORK, EXCEPT DRILLING OF HOLES SHALL BE DONE BYTHE TRADES REQUIRING SAME. STRUCTURAL MEMBERS SHALL NOT BE CUT OR DRILLED.

SALVAGEABLE MATERIALSALVAGEABLE MATERIAL SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STORED AT LOCATIONS AS DIRECTED BY THE OWNER,EXCEPT THE OWNER RESERVES THE RIGHT TO DESIGNATE CERTAIN ITEMS OF SALVAGEABLE MATERIAL TO BE REMOVED FROM THE PROJECTSITE.

STEAM AND CONDENSATE RETURN PIPINGSTEAM PIPING 3/4" AND SMALLER SHALL BE ASTM A106, BLACK SEAMLESS STEEL PIPE, SCHEDULE 80, THREADED AND COUPLED.

STEAM PIPING 1" THRU 2" SHALL BE ASTM A53, BLACK SEAMLESS STEEL PIPE, SCHEDULE 40, THREADED AND COUPLED.

STEAM PIPING 2 1/2" THRU 12" SHALL BE ASTM A53, BLACK SEAMLESS STEEL PIPE, SCHEDULE 40, PLAIN ENDS BEVELED.

FOR STEAM PIPING: ELLS, TEES, REDUCERS, CAPS AND COUPLINGS 2" AND UNDER SHALL BE ANSI B16.3, 300 LB. CLASS ASTM A395 DUCTILEIRON SCREWED FITTINGS. 2-1/2" TO 12" SHALL BE ANSI B16.9, SCHEDULE 80, ASTM A234, GRADE WPA CARBON STEEL BUTT WELDING FITTINGS.PLUGS AND BUSHINGS 1-1/4" AND SMALLER SHALL BE ANSI B16.14 DUCTILE IRON, 300 LB. CLASS. UNIONS 1-1/4" AND UNDER SHALL BE ANSIB16.3 300 LB. CLASS, DUCTILE IRON AND BRASS SEATED. UNIONS 1-1/2" TO 12" SHALL BE COMPANION FLANGES. FLANGES SHALL BE ANSI B16.5,300 LB. CLASS, FORGED STEEL WELDING TYPE WITH ANSI B16.20, 1/16" THICK, CRANITE 300 LB. RING TYPE GASKETS. BOLTING MATERIALS SHALLBE ASTM A193, GRADE B5, STEEL BOLTS, ASTM A194, GRADE 2H NUTS. WELDING FILLER METAL SHALL BE ASTM A5.1, CLASS E60 SERIES, MILDSTEEL COVERED WELDING ELECTRODES.

CONDENSATE PIPING 2" AND SMALLER SHALL BE ASTM A106, BLACK SEAMLESS SCHEDULE 80 STEEL PIPE, SCHEDULE 80, THREADED ANDCOUPLED.

CONDENSATE PIPING 2-1/2" THRU 12" SHALL BE ASTM A53 BLACK SEAMLESS STEEL PIPE SCHEDULE 80 STEEL PIPE PLAIN ENDS BEVELED.

FOR CONDENSATE PIPING: ELLS, TEES, REDUCERS, CAPS WITH COUPLINGS 2" AND SMALL-ER SHALL BE ANSI B16.3, 300 LB. CLASS ASTM A395DUCTILE IRON SCREWED FITTINGS. 2-1/2" TO 12" SHALL BE "YOLDY" NICKEL-COPPER ALLOY STEEL BUTT WELDED FITTINGS, EXTRA STRONGSCHEDULE 80 PIPE. USE ECCENTRIC REDUCERS. PLUGS AND BUSHINGS 1 1/4" AND SMALLER SHALL BE ANSI B16.3, 300 LB. CLASS, DUCTILEIRON AND BRASS SEATED. PLUGS AND BUSHINGS 1-1/2" TO 12" SHALL BE COMPANION FLANGES. FLANGES SHALL BE ANSI 16.5, 300 LB. CLASS,FORGED STEEL WELDING TYPE WITH ANSI B16.20, 1/16" THICK CRANITE, 300 LB. RING TYPE GASKETS. BOLTING MATERIALS SHALL BE ASTM A193,GRADE B5, STEEL BOLTS, ASTM A194, GRADE 2H NUTS. WELDING FILLER METAL SHALL BE AWS A5.1, CLASS E60 SERIES, MILD STEEL COVEREDWELDING ELECTRODES.

VALVESVALVES SHALL BE JENKINS, CRANE, LUNKENHEIMER, HAMMOND, FAIRBANKS OR NIBCO-SCOTT (PRESSURE RATED) AND SIMILAR TO THEFOLLOWING JENKINS VALVES.

GATE VALVES - FOR STEEL PIPE #474 UP TO 2-1/2" AND #651C FOR 3" AND LARGER. FOR COPPER PIPE #1240 UP TO 2-1/2".

GLOBE VALVES - FOR STEEL PIPE #106A UP TO 2-1/2" AND 613C FOR 3" AND LARGER. FOR COPPER PIPE #1200 UP TO 2-1/2".

CHECK VALVES - FOR STEEL PIPE #4092 UP TO 2-1/2" AND 624C FOR 3" AND LARGER. FOR COPPER PIPE #4093 UP TO 2-1/2".

BALL VALVES - #901A OR 902A FOR SIZES THROUGH 2".

VALVES IN COPPER PIPING 3" AND LARGER SHALL BE THE SAME AS FOR STEEL PIPE EXCEPT APPROVED ADAPTERS SHALL BE PROVIDED.

UNIONSUNIONS OR FLANGES SHALL BE USED AT EQUIPMENT CONNECTIONS. CONNECTIONS BETWEEN COPPER AND IRON OR STEEL PIPE SHALL BEMADE WITH INSULATING UNIONS OR INSULATING FLANGES WITH GASKETS AND BUSHINGS SELECTED FOR THE INTENDED SERVICE.

PLATES AND SLEEVESPROVIDE AND INSTALL PIPE SLEEVES FOR ALL PIPING AND DUCTS PASSING THROUGH WALLS, FLOORS AND CEILINGS. SLEEVES THROUGHWALLS BELOW GRADE AND AT ALL FLOORS SHALL BE BLACK STEEL. SLEEVES THROUGH WALLS AND CEILINGS MAY BE 20 GAUGE GALVANIZEDSHEET METAL. WHERE PIPES ARE INSULATED, SLEEVES SHALL BE LARGE ENOUGH TO PASS THE INSULATION.

HANGERS AND SADDLESSHALL BE MODERN HANGER CORP., GRINNEL/ELCEN, AUTO GRIP OR M-CO. FOR COPPER PIPE WITH STEEL HANGERS, CLEAN AND WRAP PIPEWITH TWO LAYERS OF PLASTIC INSULATING TAPE AT POINTS OF CONTACT. HANGERS FOR PIPING WITH VAPOR BARRIER SEALED INSULATIONSHALL BE MULTIPURPOSE PIPE SADDLES FITTING OVER THE INSULATION. WIRE OR PERFORATED STRAP IRON WILL NOT BE PERMITTED FORPIPE SUPPORTS. HANGERS SHALL BE CLEVIS OR SPLIT RING TYPE WITH VERTICAL ADJUSTMENT WITH MAXIMUM SPACING AS FOLLOWS:

PIPE SIZE STEEL PIPE COPPER PIPE PLASTIC PIPE ROD SIZE

1/2" TO 3/4" 5 FEET 5 FEET CONTINUOUS 3/8"1" TO 1 1/4" 7 FEET 6 FEET CONTINUOUS 3/8"1 1/2" TO 2" 9 FEET 8 FEET CONTINUOUS 1/2"2 1/2" TO 3 1/2" 11 FEET 9 FEET CONTINUOUS 5/8"4" TO 6" 12 FEET 10 FEET CONTINUOUS 3/4"

TESTING, FLUSHING AND CLEANING OF PIPING SYSTEMSSTEAM AND CONDENSATE PIPING: HYDROSTATICALLY TEST TO AT LEAST TWICE THE OPERATING PRESSURE FOR A MINIMUMOF (4) HOURS. THIS PRESSURE TO BE ON PIPING ONLY, NOT ON EQUIPMENT.

TESTING, FLUSHING AND CLEANING OF HEATING AND AIR CONDITIONING PIPING SYSTEMS

A. PREPARE HYDRONIC PIPING ACCORDING TO ASME B31.9 AND AS FOLLOWS:

1. LEAVE JOINTS, INCLUDING WELDS, UNINSULATED AND EXPOSED FOR EXAMINATION DURING TEST. 2. PROVIDE TEMPORARY RESTRAINTS FOR EXPANSION JOINTS THAT CANNOT SUSTAIN REACTIONS DUE TO TEST PRESSURE. IF TEMPORARY RESTRAINTS ARE IMPRACTICAL, ISOLATE EXPANSION JOINTS FROM TESTING. 3. FLUSH HYDRONIC PIPING SYSTEMS WITH CLEAN WATER; THEN REMOVE AND CLEAN OR REPLACE STRAINER SCREENS. 4. ISOLATE EQUIPMENT FROM PIPING. IF A VALVE IS USED TO ISOLATE EQUIPMENT, ITS CLOSURE SHALL BE CAPABLE OF SEALING AGAINST TEST PRESSURE WITHOUT DAMAGE TO VALVE. INSTALL BLINDS IN FLANGED JOINTS TO ISOLATE EQUIPMENT. 5. INSTALL SAFETY VALVE, SET AT A PRESSURE NO MORE THAN ONE-THIRD HIGHER THAN TEST PRESSURE, TO PROTECT AGAINST DAMAGE BY EXPANDING LIQUID OR OTHER SOURCE OF OVERPRESSURE DURING TEST.

B. PERFORM THE FOLLOWING TESTS ON HYDRONIC PIPING:

1. USE AMBIENT TEMPERATURE WATER AS A TESTING MEDIUM UNLESS THERE IS RISK OF DAMAGE DUE TO FREEZING. ANOTHER LIQUID THAT IS SAFE FOR WORKERS AND COMPATIBLE WITH PIPING MAY BE USED. 2. WHILE FILLING SYSTEM, USE VENTS INSTALLED AT HIGH POINTS OF SYSTEM TO RELEASE AIR. USE DRAINS INSTALLED AT LOW POINTS FOR COMPLETE DRAINING OF TEST LIQUID. 3. ISOLATE EXPANSION TANKS AND DETERMINE THAT HYDRONIC SYSTEM IS FULL OF WATER. 4. SUBJECT PIPING SYSTEM TO HYDROSTATIC TEST PRESSURE THAT IS NOT LESS THAN 1.5 TIMES THE SYSTEM'S WORKING PRESSURE. TEST PRESSURE SHALL NOT EXCEED MAXIMUM PRESSURE FOR ANY VESSEL, PUMP, VALVE, OR OTHER COMPONENT IN SYSTEM UNDER TEST. VERIFY THAT STRESS DUE TO PRESSURE AT BOTTOM OF VERTICAL RUNS DOES NOT EXCEED 90 PERCENT OF SPECIFIED MINIMUM YIELD STRENGTH OR 1.7 TIMES THE "SE" VALUE IN APPENDIX A IN ASME B31.9, "BUILDING SERVICES PIPING." 5. AFTER HYDROSTATIC TEST PRESSURE HAS BEEN APPLIED FOR AT LEAST 10 MINUTES, EXAMINE PIPING, JOINTS, AND CONNECTIONS FOR LEAKAGE. ELIMINATE LEAKS BY TIGHTENING, REPAIRING, OR REPLACING COMPONENTS, AND REPEAT HYDROSTATIC TEST UNTIL THERE ARE NO LEAKS. 6. PREPARE WRITTEN REPORT OF TESTING.

C. PERFORM THE FOLLOWING BEFORE OPERATING THE SYSTEM:

1. OPEN MANUAL VALVES FULLY. 2. INSPECT PUMPS FOR PROPER ROTATION. 3. SET MAKEUP PRESSURE-REDUCING VALVES FOR REQUIRED SYSTEM PRESSURE. 4. INSPECT AIR VENTS AT HIGH POINTS OF SYSTEM AND DETERMINE IF ALL ARE INSTALLED AND OPERATING FREELY (AUTOMATIC TYPE), OR BLEED AIR COMPLETELY (MANUAL TYPE). 5. SET TEMPERATURE CONTROLS SO ALL COILS ARE CALLING FOR FULL FLOW. 6. INSPECT AND SET OPERATING TEMPERATURES OF HYDRONIC EQUIPMENT, SUCH AS BOILERS, CHILLERS, COOLING TOWERS, TO SPECIFIED VALUES. 7. VERIFY LUBRICATION OF MOTORS AND BEARINGS.

PIPE INSULATIONPIPE INSULATION SHALL BE AS MANUFACTURED BY ARMSTRONG, CERTAINTEED, KNAUF, MANSVILLE OR OWENS-CORNING.OWENS-CORNING NUMBERS ARE GIVEN TO ESTABLISH TYPES. ALL INSULATIONS, COVERINGS, VAPOR BARRIERS, ADHESIVES,ETC. SHALL BE CLASS A, MAXIMUM OF 25 FLAME SPREAD, 35 FUEL CONTRIBUTED AND 50 OR LESS DEVELOPED SMOKERATING. INSULATION SHALL HAVE VAPOR BARRIER AND BE UL RATED. INSULATION SHALL BE OWENS-CORNING FIBERGLASASJ-SSL II PIPE COVERING WITH FACTORY APPLIED DOUBLE PRESSURE SENSITIVE ADHESIVE SYSTEM TO PROVIDE POSITIVECLOSURES AND VAPOR BARRIER INTEGRITY.

ALL LONGITUDINAL JOINTS SHALL BE SECURED WITH SELF SEALING LAPS. ALL TRANSVERSE JOINTS SHALL BE SECUREDWITH SELF-SEALING BUTT STRIPS. BUTT STRIPS SHALL BE MINIMUM 3" WIDE. APPLY INSULATION TO PIPE WITH ALL JOINTSBUTTED TIGHTLY TOGETHER. FITTINGS, INCLUDING VALVES, FLANGES, UNIONS, ETC. SHALL BE INSULATED WITH THE SAMETHICKNESS AS THE REQUIRED PIPE INSULATION AND COVERED WITH ZESTON OR SPEEDLINE PVC FITTING COVER.

FIBERGLASS INSULATION THICKNESS SHALL BE AS FOLLOWS:

PIPING PIPE SIZES INSUL. THICKNESS

LOW PRESSURE STEAM AND UP TO 2" 1"CONDENSATE RETURN (0 TO 30 LB.) 2-1/2" TO 4" 1-1/2"

5” AND LARGER 2"

MEDIUM PRESSURE STEAM AND UP TO 2" 1-1/2"CONDENSATE RETURN (31 TO 2-1/2" TO 4" 2"60 LBS.) 5" AND LARGER 2-1/2"

REFRIGERANT PIPING, CONDENSATE DRAIN PIPING AND/OR UNDERGROUND DOMESTIC WATER PIPING SHALL BE COVEREDWITH TYPE AP ARMAFLEX INSULATION, 3/4" THICK, CLOSED CELL WITH A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKERATING OF 50 OR LESS. USE ARMSTRONG #520 ADHESIVE. ARMAFLEX INSULATION LOCATED OUTDOORS SHALL BE PAINTEDWITH (2) COATS OF WHITE ARMSTRONG PAINT.

CLEAN ALL SURFACES BEFORE APPLYING COVERING. INSULATION SHALL BE CONTINUOUS THROUGH WALLS, FLOORS,CEILINGS, ETC. TERMINATE AND SEAL INSULATION AT BOTH ENDS OF UNINSULATED UNIONS AND FLANGES BY A NEAT 45DEGREE BEVEL. INSTALL ALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.

ASBESTOS INSULATIONALL EXISTING ASBESTOS INSULATION ON EXISTING PIPING, EQUIPMENT, ETC. WHERE TIE-INS ARE REQUIRED, SHALL BEREMOVED BY THE OWNER.

PIPE IDENTIFICATIONALL PIPING SHALL BE IDENTIFIED PER ANSI/OSHA OR OWNER’S STANDARDS WITH COLOR PIPE BANDS, IDENTIFICATIONLABELS AND FLOW ARROWS. PIPES SHALL BE BANDED AND LABELED ON 10'-0" CENTERS ON CONTINUOUS LINES, ATEQUIPMENT CONNECTIONS, AT BOTH SIDES OF A WALL THROUGH WHICH PIPE PASSES AT EVERY BRANCH CONNECTION, ONPIPING WITHIN SIGHT OF AN ACCESS DOOR OR PANEL. SHOW SLOPE DIRECTIONAL ARROWS AT EACH IDEN-TIFICATION POINT.LABELS, FLOW ARROWS AND STENCIL AND PAINT SHALL BE 1" HIGH ON PIPING UP TO 2-1/2" AND SHALL BE 2" HIGH ON PIPESIZES OF 3" AND LARGER. BANDS SHALL BE 1-1/2" WIDE. LABELS SHALL BE AS MANUFACTURED BY SETON OR W.H. BRADYCOMPANY OR EQUAL. VERIFY TYPE, SIZE AND COLORS OF PIPE IDENTIFICATION WITH OWNER.

GENERAL PLUMBING AND PIPING NOTESINSTALL MANUAL AIR VENTS AT ALL HIGH POINTS OR POINTS THAT CAN TRAP AIR ON CHILLED WATER AND HEATING HOTWATER PIPING. WHERE DISSIMILAR MATERIAL PIPING ARE JOINED, DI-ELECTRIC NIPPLES SHALL BE UTILIZED AND SHALL BENON-CONDUCTING FOR CONNECTION OF DISSIMILAR MATERIALS. DIELETRIC NIPPLES SHALL BE SIMILAR TO VICTAULIC STYLE47. A BRASS ADAPTOR DIELECTRIC UNION IS NOT ACCEPTABLE.

ALL PLUMBING FIXTURES SHALL BE INDEPENDENTLY VALVED WITH CHROME PLATED OR BRASS STOPS.

INSTALL MANUAL AIR VENTS AT ALL HIGH POINTS OR POINTS THAT CAN TRAP AIR ON CHILLED WATER AND/OR ON HEATING HOTWATER PIPING.

PIPING SHALL BE COMPLETE FROM SERVICE CONNECTION TO ALL FIXTURES, EQUIPMENT, OUTLETS, ETC.

ALL BRACKETS, CLEATS, PLATES, ANCHORS, ETC. REQUIRED TO SUPPORT FIXTURES OR PIPING SHALL BE FURNISHED.

DUCTWORKDUCTS, CASINGS, HOUSINGS, ETC. SHALL BE FABRICATED FROM, PRIME QUALITY, HOT DIP GALVANIZED STEEL SHEET ASRECOMMENDED IN THE LATEST ISSUES OF ASHRAE GUIDE AND SMACNA DUCT MANUALS IN VARIABLE AIR VOLUME SYSTEMS,WHEN USED. SUPPLY AIR DUCTS LOCATED BETWEEN AIR HANDLING SYSTEM AND VAV BOXES; DUCT CONSTRUCTION ANDINSTALLATION SHALL MEET SMACNA STANDARDS FOR 6" W.C. FOR ALL OTHER SUPPLY AIR DUCTWORK AND EXHAUST AIR,RETURN AIR, OUTSIDE AIR INTAKE AND RELIEF AIR DUCTS, DUCT CONSTRUCTION AND INSTALLATION SHALL MEET SMACNASTANDARDS FOR 2" W.C.

RECTANGULAR DUCTS SHALL HAVE TEES, ELBOWS AND BENDS WITH A MINIMUM THROAT RADIUS OF 1 TIMES THE DUCTWIDTH AND BE OF THE SAME GAUGE AND MATERIAL AS THE STRAIGHT DUCT. INCREASE DUCT SIZES GRADUALLY, NOTEXCEEDING 15 DEGREES DIVERGENCE IF POSSIBLE; MAXIMUM 30 DEGREES DIVERGENCE UPSTREAM OF EQUIPMENT AND 45DEGREES CONVERGENCE DOWNSTREAM. WHERE VOLUME BOXES ARE CONNECTED TO DUCT MAIN OR WHERE DIFFUSERSARE CONNECTED TO DUCT BRANCHES BY ROUND FLEX DUCT, INSTALL DUCT SPIN-IN FITTINGS SUCH AS FLEXMASTER USA,INC. MODEL #FLD WITH DAMPER AND POSITIVE LOCKING WING NUT. SEAL ALL EDGES WITH FIRE RETARDANT DUCT SEALER.FLEXIBLE INSULATED DUCTS (CONNECTIONS FROM MAIN DUCT TO VOLUME BOX AND/OR FROM DUCT BRANCH TO DIFFUSERS)SHALL BE FLEXMASTER USA, INC. TYPE #3. USE MAXIMUM LENGTH OF 5'-0" TO EACH CONNECTION. INSTALL FLEXIBLE DUCTWITH MINIMUM OF BENDS USING LONG RADIUS BENDS ONLY.

DUCT SEALANTALL DUCTWORK INCLUDING SUPPLY AIR, OUTSIDE AIR, RETURN AIR, EXHAUST AIR AND RELIEF AIR DUCT SYSTEMS SHALLHAVE ALL JOINTS SEALED. DUCTWORK DESIGNED AT SMACNA 6” PRESSURE SHALL MEET SMACNA CLASS “A” SEALREQUIREMENTS. DUCTWORK DESIGNED AT SMACNA 2” PRESSURE SHALL MEET SMACNA CLASS “C” SEAL REQUIREMENTS.

DUCT HANGERSHORIZONTAL STEEL DUCTWORK SHALL BE SUPPORTED BY MEANS OF TRA-PEZE BARS AND ROUND STEEL ROD OF SIZES LISTEDBELOW. ROUND STEEL RODS SHALL BE ELECTRO-GALVANIZED ALL-THREAD ROD. HANGERS SHALL BE PROVIDED AT BOTH SIDES OFFLAT SIDED DUCTWORK FOR THE FULL HEIGHT OF DUCT. ROUND DUCTWORK SHALL BE PROVIDED WITH A BAND OF THE SAME SIZEAS THE HANGER TO COMPLETELY ENCIRCLE THE DUCT. BAND SHALL BE SECURED TO THE HANGER BY MEANS OF A MINIMUM 3/16"BOLT. MINIMUM DUCT HANGER SIZES SHALL BE AS LISTED BELOW

MIN. UPPER MINIMUMDUCT ATTACHMENT STEEL MAXIMUM NO. OF TRAPEZESIZE RATING ROD SPACING HANGERS SHELF ANGLE

UP TO 16" 750 LBS. 3/8" 10' 2 1-1/2"x1-1/2"x3/16"19" TO 36" 1000 LBS. 3/8" 10' 2 1-1/2"x1-1/2"x3/16"37" TO 120" 3000 LBS. 3/8" 8' 2 2"x2"x1/4"

FIRE DAMPERSFIRE DAMPERS SHALL BE DYNAMIC RATED WITH FIRE RATING OF 1-1/2 HOURS. DAMPERS ARE TO MEET UL-555 REQUIREMENTS FORUP TO 4IN WG DUCTWORK. USE CURTAIN TYPE FRAME WITH BLADES OUTSIDE OF AIR STREAM. DAMPER MOUNTING IS TO BEVERTICAL OR HORIZONTAL AS INDICATED AND HAVE A CLOSURE TEMPERATURE OF 165F UNLESS NOTED OTHERWISE. INSTALL FIREDAMPERS ACCORDING TO UL LISTING AND PER MANUFACTURER’S INSTRUCTIONS. OPERATE FIRE DAMPERS TO VERIFY FULL RANGEOF MOVEMENT AND VERIFY THAT PROPER HEAT-RESPONSE DEVICE IS INSTALLED.

DUCT-MOUNTED ACCESS DOORSDUCT MOUNTED ACCESS DOORS ARE TO BE CONSTRUCTED ACCORDING TO SMACNA’S “HVAC DUCT CONSTRUCTION STANDARDS –METAL AND FLEXIBLE”; FIGURES 7-2 “DUCT ACCESS DOORS AND PANELS,” AND 7-3 “ACCESS DOORS – ROUND DUCT.” DOORS ARE TOBE CONSTRUCTED TO MATCH THE PRESSURE CLASS OF THE DUCT IT WILL BE INSTALLED IN WITH CAM LATCHES AND BUTT OR PIANOHINGES. PRESSURE RELIEF ACCESS DOORS ARE TO OPEN OUTWARD FOR POSITIVE-PRESSURE DUCTS AND INWARD FOR NEGATIVE-PRESSURE DUCTS. PROVIDE NEOPRENE OR FOAM RUBBER SEAL AROUND DOOR TO LIMIT DUCT LEAKAGE. SIZE ACCESS DOORSAPPROPRIATELY FOR TYPE OF ACCESS NEEDED, 8”x5” MINIMUM FOR ONE-HAND ACCESS AND 12”X6” MINIMUM FOR TWO-HANDACCESS.

INSTALL DUCT ACCESS DOORS ADJACENT TO AND CLOSE ENOUGH TO FIRE DAMPERS, TO RESET OR REINSTALL FUSIBLE LINKS.ACCESS DOORS SHALL BE PRESSURE RELIEF TYPE AND SHALL BE OUTWARD OPERATION WHEN INSTALLED UPSTREAM AND INWARDOPERATION WHEN INSTALLED DOWNSTREAM OF DAMPERS. ACCESS DOORS ARE TO SWING AGAINST DUCT STATIC PRESSURE.VERIFY THAT LOCATIONS OF ACCESS DOORS ALLOW FOR PURPOSE OF ACCESS CAN BE PERFORMED.

DUCT INSULATIONDUCTWORK LOCATED IN CONCEALED AREAS (CONCEALED AREAS SHALL INCLUDE DUCT SHAFTS, SPACES ABOVE DROPPED CEILINGS,SPACES BETWEEN WALLS, ETC.) SHALL BE WRAPPED EXTERNALLY WITH OWENS-CORNING, KNAUF, MANSVILLE, OR EQUAL,FIBERGLAS ALL-SERVICE DUCT WRAP, LIGHT DENSITY GLASS FIBER INSULATION FACED WITH A REINFORCED FOIL/KRAFT LAMINATEMEETING THE REQUIREMENTS OF ASTM C553, 1.0 LBS. PER CUBIC FOOT DENSITY, 1-1/2" THICK. WHERE DUCTS ARE 24" IN WIDTH ORGREATER, MECHANICAL FASTENERS SPACED AT 18" (APPROX.) CENTERS ARE REQUIRED ON THE BOTTOM OF THE DUCT TO PREVENTTHE INSULATION FROM SAGGING. ALL SEAMS, TEARS, PUNCTURES, AND OTHER PENETRATIONS SHALL BE CLOSED WITH 3"PRESSURE SENSITIVE, VAPOR BARRIER MASTIC REINFORCED GLASS SCRIM TAPE.

RECTANGULAR DUCTWORK LOCATED IN EXPOSED AREAS (EXPOSED AREAS SHALL INCLUDE ALL FINISHED AREAS AND ALL OTHERAREAS USED BY PERSONNEL IN THE NORMAL USE OF THE BUILDING, SUCH AS BOILER ROOMS, FAN ROOMS, MECHANICAL ROOMS,STORAGE ROOMS, ETC.) SHALL BE COVERED EXTERNALLY WITH OWENS-CORNING, KNAUF, MANSVILLE OR EQUAL, FIBERGLAS TYPE705, 1-1/2” THICK, 6.0 LBS. PER CUBIC FOOT DENSITY RIGID BOARD, FACED WITH REINFORCED FOIL KRAFT LAMINATE MEETINGREQUIREMENTS OF ASTM C612. BOARD SHALL BE SECURED TO DUCTWORK WITH MECHANICAL FASTENERS WITHIN 3” (MAX.) OFBOARD EDGES, AND APPROXIMATELY 12” ON CENTERS. CLOSE ALL JOINTS WITH 3” PRESSURE SENSITIVE VAPOR BARRIER MASTICREINFORCED GLASS SCRIM TAPE.

INTERNAL ACOUSTIC DUCT LINERWHERE CALLED FOR, LINE DUCT WITH 1” THICK FIBERGLASS AEROFLEX ACOUSTICAL INTERNAL DUCT LINER, IN LIEU OF EXTERNALDUCT INSULATION. INSULATION SHALL BE 1.5 LB. DENSITY, WITH A FIRE RESISTANT COATING TO BOND FIBERS OF THE AIR STREAMSIDE SURFACE, INSTALLED AS RECOMMENDED BY MANUFACTURER.

DUCTWORK LOCATED OUTDOORSALL SUPPLY AND RETURN AIR DUCTWORK LOCATED OUTDOORS SHALL BE COVERED EXTERNALLY WITH 1” THICK ARMSTRONG TYPEAP ARMAFLEX OR EQUAL SHEET OR ROLL INSULATION. INSULATION SHALL BE FLEXIBLE, ELASTOMERIC THERMAL INSULATION, BLACKIN COLOR.

INSTALL USING ADHESIVE SIMILAR TO ARMSTRONG “520, COVERING BOTH SURFACES TO BE JOINED WITH ADHESIVE.

COVER INSULATION WITH MINIMUM TWO COATS OF WHITE ARMSTRONG ARMAFLEX PAINT.

INSTALL ALL INSULATION AND FINISHES IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS.

TEMPERATURE CONTROL SYSTEMTHE TEMPERATURE CONTROLS SHALL BE FURNISHED WITH THE DEHUMIDIFIER AIR HANDLING UNIT AND WILL CONSIST OF A WALLMOUNTED TEMPERATURE AND HUMIDITY SENSOR, A DUCT MOUNTED TEMPERATURE AND HUMIDITY SENSOR A REMOTE DISPLAYTERMINAL AND A CM3510 CONTROLLER. THIS SYSTEM WILL BE INSTALLED AS A STANDALONE CONTROL TO OPERATE THE AIRHANDLER, CONDENSING UNIT AND EXHAUST FAN.

THE SYSTEM WILL HAVE THE ABILITY TO BE CONNECTED INTO A BUILDING MANAGEMENT SYSTEM AT SOME TIME IN THE FUTURE BYMEANS OF BACNET. MECHANICAL CONTRACTOR SHALL VERIFY WITH OWNER PRIOR TO ORDERING, THAT BACNET WILL BEACCEPTABLE AND WHETHER THE BUILDING MANAGEMENT SYSTEM SHOULD BE CONNECTED TO AT THIS TIME.

TESTING AND BALANCINGTESTING AND BALANCING SHALL BE PERFORMED BY AN INDEPENDENT CERTIFIED AGENCY IN ACCORDANCE WITH AABC, ADC, ASHRAEIII, NEBB AND SMACNA STANDARDS. FURNISH 5 SETS OF REPORTS OF WATER BALANCE REPORTS TO THE ENGINEER INDICATINGDESIGN AND ACTUAL QUANTITIES, NAMEPLATE DATA, ETC.

AIR SYSTEMS ADJUST AIR HANDLING, DISTRIBUTION SYSTEMS, AIR INLETS AND OUTLETS, ETC. TO PROVIDE SUPPLY, RETURN,EXHAUST, OUTSIDE AIR AND RELIEF AIR QUANTITIES TO WITHIN 10% OF RE-QUIRED OR DESIGNED AIR QUANTITIES. VERIFY THATSYSTEMS ARE COMPLETE AND OPERABLE BEFORE COMMENCING WORK. VERIFY SYSTEMS ARE STARTED AND OPERATING AT A SAFEAND NORMAL OPERATION, TEMPERATURE CONTROL SYSTEMS ARE INSTALLED COMPLETE AND OPERABLE, PROPER THERMALOVERLOAD PROTECTION IS IN PLACE FOR ELECTRICAL EQUIPMENT, FINAL FILTERS ARE CLEAN AND IN PLACE, DUCT SYSTEMS ARECLEAN OF DEBRIS, FANS ARE ROTATING CORRECTLY, FIRE AND VOLUME DAMPERS ARE IN PLACE AND IN OPEN POSITIONS, AIR COILFINS ARE CLEANED AND COMBED, ACCESS DOORS ARE CLOSED AND DUCT END CAPS ARE IN PLACE, AIR OUTLETS ARE INSTALLEDAND CONNECTED, DUCT SYSTEM LEAKAGE IS MINI-MIZED, ETC. MEASURE AND RECORD ALL AIR MOVING EQUIPMENT, AIR INLETS ANDOUTLETS STATIC PRESSURES, RPM'S, ETC.

WATER SYSTEMS VERIFY THAT SYSTEMS ARE COMPLETE AND OPERABLE BEFORE COMMENCING WORK. VERIFY SYSTEMS ARESTARTED AT A SAFE AND NORMAL OPERATION, TEMPERATURE CONTROL SYSTEMS ARE INSTALLED COMPLETE AND OPERABLE,PROPER THERMAL OVERLOAD PROTECTION IS IN PLACE FOR ELECTRICAL EQUIPMENT, HYDRONIC SYSTEMS ARE FLUSHED, FILLEDAND VENTED, PUMPS ARE ROTATING CORRECTLY, PROPER STRAINER BASKETS ARE CLEAN AND IN PLACE, SERVICE AND BALANCEVALVES ARE OPEN, ETC. ADJUST WATER SYSTEMS TO PROVIDE REQUIRED OR DESIGN QUANTITY AND TO PROVIDE SPECIFIED ORSCHEDULES PRESSURE DROPS AND FLOWS THROUGH EQUIPMENT, COILS, ETC. ADJUST FLOWS BY MEANS OF BALANCING COCKS,VALVES AND FITTINGS.



DIVISION 26000 - ELECTRICAL SPECIFICATIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and

Supplementary Conditions and Division 1 Specification Sections, apply to thisSection.

1.2 SUMMARYA. Project Scope of Electrical work Includes:

1. demolition work to remove and relocate existing lighting fixtures and pool related equipment power feeds.2. provide new lighting fixtures as noted and required. obtain circuits for emergency-exit lighting from non-switched leg of local lighting circuit.

1.3 SUBMITTALSA. Product Data for:

1. Lighting fixtures.2. LIGHTING Distribution and control Equipment.

1.4 QUALITY ASSURANCEA. Electrical Components, Devices, and Accessories: Listed and labeled as defined in

NFPA 70, Article 100, by a testing agency acceptable to authorities havingjurisdiction, and marked for intended use.

B. Comply with UL 467 for grounding and bonding materials and equipment.C. Comply with NFPA 70.D. Comply with applicable portions of NECA 1, NEMA PB 1.1, and NEMA PB 2.1 for

installation of enclosed switches and circuit breakers.

1.5 COORDINATIONA. Coordinate arrangement, mounting, and support of electrical equipment:

1. To allow maximum possible headroom unless specific mounting heights that reduce headroom are indicated.2. To provide for ease of disconnecting the equipment with minimum

interference to other installations.3. To allow right of way for piping and conduit installed at required slope4. So connecting raceways, cables, AND wireways, will be clear of obstructions and of the working and access space of other equipment.

B. Coordinate installation of required supporting devices and set sleeves in cast-in-placeconcrete, masonry walls, and other structural components as they are constructed.C. Coordinate location of access panels and doors for electrical items that are behind

finished surfaces or otherwise concealed. Access doors and panels are specifiedin Division 8 Section "Access Doors and Frames."

PART 2 - PRODUCTS

2.1 GROUNDING PRODUCTSA. Bonding Conductor: No. 6 AWG Copper, stranded conductor.B. Bolted Connectors for Conductors and Pipes: Copper or copper alloy, bolted

pressure-type, with at least two bolts. Pipe Connectors: Clamp type, sized for pipe.C. Welded Connectors: Exothermic-welding kits of types recommended by kit

manufacturer for materials being joined and installation conditions.D. Ground Rods: Copper-clad steel; 3/4 inch by 10 feet.

2.2 RACEWAYS AND WIREWAYSA. Raceway Materials:

1. Rigid Steel Conduit (RMC): ANSI C80.1.2. EMT: ANSI C80.3.3. LFMC: Flexible steel conduit with PVC jacket.4. Fittings for Conduit (Including all Types and Flexible and Liquidtight), EMT,

and Cable.A. NEMA FB 1; LISTED FOR TYPE AND SIZE RACEWAY WITH WHICH USED,

AND FOR APPLICATION AND ENVIRONMENT IN WHICH INSTALLED.5. Cast-Metal Outlet and Device Boxes: NEMA FB 1, aluminum, Type FD, with

gasketed cover.6. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1.

2.3 CABLES AND WIRING MATERIALSA. Conductor Insulation: Comply with NEMA WC 70 for Types THW, THHN-

THWN, XHHW, UF, and USE.B. Multiconductor Cable: Comply with NEMA WC 70 for metal-clad cable, Type MC

with ground wire.C. Feeders: Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG

and larger.D. Branch Circuits: Copper.E. Class 1 Control Circuits: Type THHN-THWN, in raceway.

2.4 IDENTIFICATION MATERIALSA. Color-Coding Conductor Tape: Colored, self-adhesive vinyl-tape not less than 3

mils thick by 1 to 2 inches wide.B. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit

identification legend machine printed by thermal transfer or equivalent process.C. Self-Adhesive, Engraved, Laminated Acrylic or Melamine Label: Adhesive backed,

with white letters on a dark-gray background. Minimum letter height shall be 3/8 inch(10 mm).

PART 3 - EXECUTION3.1 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATIONA. Equipment: Install to facilitate service, maintenance, and repair or replacement of

components of both electrical equipment and other nearby installations. Connect insuch a way as to facilitate future disconnecting with minimum interference with otheritems in the vicinity.

3.2 GROUNDING APPLICATIONSA. Install insulated equipment grounding conductors with all feeders and branch circuits.

Insulation shall be rated at 600V or as approved by Authority Having Jurisdiction.3.3 APPLICATION OF IDENTIFICATION SYSTEMSA. Branch-Circuit Conductor Identification: Where there are conductors for more than

three branch circuits in same junction or pull box, use color-coding conductor tape.Identify each ungrounded conductor according to source and circuit number.

B. Conductors to Be Extended in the Future: Attach write-on tags to conductors and C. Equipment Identification Labels: On each unit of equipment, install unique

designation label that is consistent with wiring diagrams, schedules, and Operationand Maintenance Manual. Apply labels to disconnect switches and protectionequipment, central or master units, control panels, control stations, terminalcabinets, and racks of each system. Systems include power, lighting, control,communication, signal, monitoring, and alarm systems unless equipment isprovided with its own identification.

1. Equipment to Be Labeled:a. Panelboards, electrical cabinets, and enclosures.D. Self-Adhesive Identification Products: Clean surfaces before application, using

materials and methods recommended by manufacturer of identification device.3.4 INSTALLATION OF POWER CONDUCTORS AND CABLESA. Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated.B. Use manufacturer-approved pulling compound or lubricant where necessary;

compound used must not deteriorate conductor or insulation. Do not exceedmanufacturer's recommended maximum pulling tensions and sidewall pressurevalues.

C. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cablegrips, that will not damage cables or raceway.

D. Identify and color-code conductors and cables according to Division 26 Section"Electrical Identification."

E. Make splices and taps that are compatible with conductor material and thatpossess equivalent or better mechanical strength and insulation ratings thanunspliced conductors.

3.5 RACEWAY INSTALLATION and application

A. Comply with NECA 1 for installation requirements applicable to products specifiedin Part 2 except where requirements on Drawings or in this Article are stricter.

B. Support raceways per NEC – NFPA-70.C. Comply with the following indoor applications, unless otherwise indicated:

1. PVC Externally Coated, Rigid Steel Conduits: POOL AREA AND 2. Exposed, Not Subject to Physical Damage: EMT.3. Concealed in Ceilings and Interior Walls and Partitions: EMT.4. Connection to Vibrating Equipment (Including Transformers and Hydraulic,

Pneumatic, Electric Solenoid, or Motor-Driven Equipment): FMC, except use LFMC in damp or wet locations.5. Damp or Wet Locations: Rigid steel conduit.

D. Minimum Raceway Size: 3/4-inch trade size.E. Raceway Fittings: Compatible with raceways and suitable for use and location.

1. Rigid Steel Conduit: Use threaded rigid steel conduit fittings, unless otherwise indicated.

2. PVC Externally Coated, Rigid Steel Conduits: Use only fittings listed for use with that material. Patch and seal all joints, nicks, and scrapes in PVC coating after installing conduits and fittings. Use sealant recommended by fitting manufacturer.

F. Complete raceway installation before starting conductor installation.G. Install no more than the equivalent of three 90-degree bends in any conduit run

except for communications conduits, for which fewer bends are allowed.H. Conceal conduit and EMT within finished walls, ceilings, and floors, unless

otherwise indicated.I. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor

Conditions: Apply listed compound to threads of raceway and fittings beforemaking up joints. Follow compound manufacturer's written instructions.

J. Raceway Terminations at Locations Subject to Moisture or Vibration: Useinsulating bushings to protect conductors, including conductors smaller than No. 4AWG.

K. Install pull wires in empty raceways. Use polypropylene or monofilament plasticline with not less than 200-lb (90-kg) tensile strength. Leave at least 12 inches ofslack at each end of pull wire.

L. Flexible Conduit Connections: Use maximum of 72 inches of flexible conduit forrecessed and semi-recessed lighting fixtures, equipment subject to vibration, noisetransmission, or movement; and for transformers and motors.1. Use LFMC in damp or wet locations subject to severe physical damage.

M. Install raceway sealing fittings at suitable, approved, and accessible locations andfill them with listed sealing compound. For concealed raceways, install each fittingin a flush steel box with a blank cover plate having a finish similar to that of adjacentplates or surfaces. Install raceway sealing fittings at the following points:1. Where conduits pass from warm to cold locations, such as boundaries of

refrigerated spaces.2. Where otherwise required by NFPA 70.

N. Flexible Conduit Connections: Use maximum of 72 inches of flexible conduit forrecessed and semirecessed lighting fixtures, equipment subject to vibration, noisetransmission, or movement; and for transformers and motors.1. Use LFMC in damp or wet locations subject to severe physical damage.2. Use LFMC or LFNC in damp or wet locations not subject to severe physical

damage.O. Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell of

masonry block, and install box flush with surface of wall.P. Set nonmetallic floor boxes level. Trim after installation to fit flush with finished

floor surface.3.6 WIRING DEVICE INSTALLATIONA. Replace all devices that have been in temporary use during construction or that

show signs that they were installed before building finishing operations werecomplete.

B. Keep each wiring device in its package or otherwise protected until it is time toconnect conductors.

C. Do not remove surface protection, such as plastic film and smudge covers, untilthe last possible moment.

D. Connect devices to branch circuits using pigtails that are not less than 6 inches inlength.

E. When conductors larger than No. 12 AWG are installed on 15- or 20-A circuits,splice No. 12 AWG pigtails for device connections.

F. Tighten unused terminal screws on the device.G. When mounting into metal boxes, remove the fiber or plastic washers used to hold

device mounting screws in yokes, allowing metal-to-metal contact.H. Arrangement of Devices: Unless otherwise indicated, mount flush, with long

dimension vertical and with grounding terminal of receptacles on top. Groupadjacent switches under single, multigang wall plates.

3.7 FIELD QUALITY CONTROLA. Prepare for acceptance tests as follows:

1. Test insulation resistance for each panelboard bus, component, connecting supply, feeder, and control circuit.

2. Test continuity of each circuit.

TS

FS

ELECTRICAL SYMBOL LEGEND

T

TV

DC

AV

A

V

AAV

V

J

CR

SD

DUPLEX RECEPTACLE- RECESSED, 24" AFF TO TOP

VOICE/ DATA OUTLET: 18" TYP., TYPE 2 FACEPLATE, UON.

WEATHERPROOFWP

VOICE/ DATA OUTLET: 18" TYP. TYPE 3 FACEPLATE, UON.

VOICE/ DATA OUTLET: 18" TYP. TYPE 4 FACEPLATE, UON.

PUBLIC TELEPHONE: 48" TYP., TYPE 1 FACEPLATE, UON.

CABLE TV CONNECTION: CABLE TV CONNECTION: 96", COAX CONNECTION, UON.

SPECIALTY OUTLET- SEE EQUIPMENT AND DRAWINGS FOR REQUIREMENTS

JUNCTION BOX

WEATHER PROOF- MOUNT WP RECEPTACLES 24" AFG, UON.

MOTOR

CONTROLS: DOOR CONTROLS, COORDINATE WITH SECURITY, AUTO AND MANUAL CONTROLS

SECURITY: PAN-TILT-ZOOM CAMERA

NON-FUSED DISCONNECT

SECURITY: DOOR BUZZER

COMBINATION MOTOR STARTER/ DISCONNECT

SECURITY: CARD READER, COORDINATE WITH ADJACENT DOOR

FUSED DISCONNECT

MANUAL MOTOR STARTER

WEATHERPROOF

MOTOR STARTER

SURFACE MOUNTED PANEL

RECESSED PANEL

SWITCH: 3-POLE, 46" TYPICAL UON.

SWITCH: 4-POLE, 46" TYPICAL UON.

SWITCH: WALL BOX DIMMER, 46" TYPICAL UON

LUMINAIRE: SURFACE/ PENDENT/ WALL MOUNTED

LUMINAIRE: RECESSED

LUMINAIRE: RECESSED DOWNLIGHT, WALL WASH

LUMINAIRE: LIFE SAFETY CIRCUIT

EXIT SIGN: CEILING/ WALL MOUNTED

FIRE: MANUAL PULL STATION, WALL MOUNTED

FIRE: AUDIBLE AND VISUAL ANNUNCIATION, WALL MOUNTED

FIRE: AUDIBLE ANNUNCIATION, WALL MOUNTED

FIRE: SMOKE DETECTOR, CEILING

FIRE: TAMPER SWITCH

FIRE: VISUAL ANNUNCIATION, WALL MOUNTED

FIRE: FLOW SWITCH

QUAD RECEPTACLE- RECESSED , 18" TYP.

DUPLEX FLOOR MOUNTED RECEPTACLE

QUAD FLOOR MOUNTED RECEPTACLE

DUPLEX RECEPTACLE- CEILING MOUNTED

QUAD RECEPTACLE- CEILING MOUNTED

FIRE: AUDIBLE AND VISUAL ANNUNCIATION, CEILING MOUNTED

FIRE: AUDIBLE ANNUNCIATION, CEILING MOUNTED

FIRE: VISUAL ANNUNCIATION, CEILING MOUNTED

DH

FIRE: DOOR LOCK RELEASEFR

FIRE: EXTINGUISHER MONITOR

J

EWC ELECTRIC WATER COOLER- GFI, CONCEAL AND COORDINATE W/ PLUMBING CONTRACTOR

FE

F

HD FIRE: HEAT DETECTOR, CEILING

DD FIRE: DUCT SMOKE DETECTOR, CEILING, PROVIDED/INSTALLED BY EC, MOUNTED BY MC, UON

FIRE: MAGNETIC DOOR HOLD

S SWITCH: SINGLE POLE, 46" TYPICAL UON.

S3

S4

SD

SK

SOS

SP

ST

SWITCH: KEYED, 46" TYPICAL UON.

SWITCH: MULTI-TECH OCCUPANCY SENSOR, 46" TYPICAL UON.

SWITCH: PILOT LIGHT, 46" TYPICAL UON.

SWITCH: TIMER, 46" TYPICAL UON.

Sf FUSED SWITCH- 125V, SINGLE POLE, DUAL ELEMENT PLUG FUSE

OS

OS

PC

SWITCH: MULTI-TECH. OCCUPANCY SENSOR, CEILING

SWITCH: MULTI-TECH. DIRECTIONAL OCCUPANCY SENSOR, CEILING

SWITCH: EXTERIOR PHOTOCELL, CEILING

OS SWITCH: MULTI-TECH. OCCUPANCY SENSOR, WALL

DO CONTROLS: ADA DOOR CONTROL OPENER, COORDINATE WITH DOOR REQUIREMENTS

CONTROLS: SPEAKER FOR PA SYSTEM.S

FLOOR POWER AND DATA RECEPTACLE

FLOOR MOUNTED VOICE/ DATA OUTLET: TYP., TYPE FACEPLATE NO., UON.

FLOOR MOUNTED VOICE/ DATA OUTLET: TYPE 4 FACEPLATE, UON.

= DENOTES ITEM TO BE DEMOLISHED

NOTE:NOT ALL DEVICES IN LEGEND ARE USED. MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF BOX, UON.

= DENOTES NEW CONSTRUCTION

= DENOTES EXISTING CONSTRUCTION

AFFAMP OR AATSAWGBLDGBMSCCKTCUCPCHHCMHDEXTEX.EMTEHHEMH(E)FTFF(F)FACPFDRGDPGFIGNDHHHIDHOAINCJB/JXNKVAKWKVARLCLGRMHMDPMCCMCPMCMLOMTDMFRNEC

ELECTRICAL ABBREVIATIONS

NEMANCNONTSODOLOCPOLCPBPøPFREPLCPNLPHPCPTTRMCRSWSHSPECSWDSZSASWSCTYPTELTBULUONVVMVFCVSC-XWWPW/XF/XFMRXXAFXXASXPMSB

ABOVE FINISH FLOORAMPERESAUTOMATIC TRANSFERAMERICAN WIRE GAUGEBUILDINGBUILDING MANAGEMENT SYSTEMCONDUITCIRCUITCOPPERCONTROL PANELCOMMUNICATIONS HAND HOLECOMMUNICATIONS MANHOLEDATAEXTERNALEXISTINGELECTRICAL METALLIC TUBINGELECTRICAL HAND HOLEELECTRICAL MANHOLEEXISTINGFOOTFINISHED FLOORFIELD LOCATEDFIRE ALARM CONTROL PANELFEEDERGENERATOR DISTRIBUTION PANELGROUND FAULT PROTECTIONGROUNDHAND HOLEHIGH INTENSITY DISCHARGEHAND-OFF-AUTO SELECTOR SWITCHINTERMEDIATE METAL CONDUITJUNCTION BOXKILO VOLT-AMPERESKILO WATTSKILO VOLT-AMPERES REACTIVELIGHTING CONTACTORBMS CONTROLLER PANELMANHOLEMAIN DISTRIBUTION PANELMOTOR CONTROL CENTERMIXER CONTROL PANELMOTOR CONTROLLERMAIN LUGS ONLYMOUNTEDMANUFACTURER'SNATIONAL ELECTRIC CODE

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNORMALLY CLOSED CONTACTNORMALLY OPEN CONTACTNOT TO SCALEOUTSIDE DIAMETEROVERLOADS-THERMALODOR CONTROL PANELOUTDOOR LIGHTING CONTACTORPULL BOXPOLEPHASEPOWER FAILURE RELAY ENCLOSUREPROGRAMMABLE LOGIC CONTROLLERPANELPHASEPHOTO-SWITCHPUSH-TO-TESTRIGID METAL CONDUITRELAYSWITCHSHIELDEDSPECIFICATIONSWITCHING DUTYSIZESAFETY SWITCHVARIABLE FREQUENCY DRIVETYPICALTELEPHONETERMINAL BOXUNDERWRITERS LABORATORYUNLESS OTHERWISE NOTEDVOLTVOLT METERVARIABLE FREQUENCY CONTROLLERVENTILATION CONTROL STATION, TYPE XWATTWEATHER PROOFWITHTRANSFORMERXX AMPERE FUSEXX AMPERE SWITCHX POLESMAIN SWITCHBOARD

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 4:10:37 PM

B.J. RIEBENACK

B.J. RIEBENACK

P.A. TANNER

T.H. MINER

13-1955-357

E0.0

GENERAL NOTES, SYMBOLSLEGEND ANDABBREVIATIONS




PT90% OWNER REVIEW11-22-13

PTISSUED FOR BID12-12-13


13 14 15 16 17 18 19 20

T

U

R

C-1 C-1C-1

C-2C-2 C-2

C-3C-3 C-3

C-4C-4 C-4C-5C-5C-5

C-6C-6C-6

C-7 C-7 C-7

C-8C-8C-8C-9C-9C-9

C-10 C-10 C-10

C-11C-11C-11

C-12 C-12 C-12

C-13

C-13C-13

C-13 C-13

C-13 C-14

C-14

C-14

C-14 C-14

C-14 C-15

C-15 C-15

C-15 C-15

C-15

EX

EX EX

EX EX

EX EX

EX EX

EX

EX EX

EX EX

EX EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

TO MCS #2

TO MCS #2

TO MCS #2

TO MCS #2

TO MCS #2TO MCS #2

TO MCS #3TO MCS #3

TO MCS #3

TO MCS #3

TO MCS #3 TO MCS #3

TO MCS #3

TO MCS #3

1 1 1 1 1 1 1 1 1

11111

1111

1 1 1 111 111

1111 1 11 1 1

111

1 1 1 111

111 111

1 1 1

2 2

LP-CMCS NO. 1,2,3,4

3

Q

EX

SW-6SW-6

SW-7 SW-8

EX.C-18

TO SW-6

TO SW-1

TO SW-5

2

E1.0

T

4

6

4

4 4

2122

16 17

T

EX.C-18

LP-C

MCS NO. 1,2,3,4

CONTACTORS

SWITCH SW-2

SWITCH SW-3

SWITCH SW-4

SWITCH SW-1

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 4:10:38 PM

B.J. RIEBENACK

B.J. RIEBENACK

P.A. TANNER

T.H. MINER

13-1955-357

E1.0

DEMOLITION DRAWINGS




N 1/8" = 1'-0"E1.0FIRST FLOOR LIGHTING DEMOLITION PLAN1

DEMOLITION KEYED NOTES:

DISCONNECT AND REMOVE EXISTING LIGHT FIXTURE FROMABOVE, WITH ASSOCIATED CONDUIT AND WIRE TO SOURCEUNLESS CIRCUITS ARE TO BE REUSED AS SHOWN ON NEWDRAWINGS.

EXISTING EXIT SIGN TO REMAIN.

DISCONNECT AND REMOVE CONTROL SWITCHES TOLIGHTING SERVING POOL AREA.

DISCONNECT AND REMOVE EXISTING SWITCHES, REUSECONDUIT PATHS FOR NEW DEVICES. PROVIDE SS COVERSFOR UNUSED BOXES.

REMOVE CONTACTORS WITH ALL ASSOCIATED CONDUIT ANDWIRE. PROVIDE NEW COVER FOR THE BOX. EXTEND CIRCUITSAS REQUIRED.

EXISTING THERMOSTAT, VERIFY WIRING AND REWIRE TO NEWAHU-1 UNIT UNLESS IT CONTROLS FIN TUBE RADIATION.

1

2

3

1/4" = 1'-0"E1.0ENLARGED DEMO PLAN2

GENERAL DEMOLITION NOTES:

1. ALL CIRCUIT NUMBERS ARE RELATIVE TO THEEXISTING PANEL. VERIFY EXACT CIRCUITS INFIELD.

1/4" = 1'-0"E1.0WALL SWITCHES IN OFFICE3


4

5

6

4

5



13 14 15 16 17 18 19 20

T

U

R

W1

W1

W1

W1

W1 W1 W1 W1

W1

W1

W1

W1

L4EM

L4EM

L4EM

L4EM

L4EM L4EM L4EM L4EM

L4EML4EML4EML4EM

LP-C

E E

L4EML4EML4EM

LPC-4/RA-1LPC-6/RA-2

LPC-1,3/RA-6

LPC-5,7/RA-7LPC-9,11/RA-5 LPC-2/RA-3

LPC-8/RA-8

LV-2LV-2

LV-2 LV-2

LV-4

LPC-A

EX.C-18RA-8

2

E3.0

2

6

2

2

2

6

S7

2122

16 17

T

LP-C

W1

L4EM

LV-5

EX.C-18RA-8

W1

LPC-A

LV-2

2

2

1 5

3

4

12" WIDE LINEAR VANDAL RESISTANT AND DAMP LOCATION FIXTURE, DIE CAST END CAPS,POLYCARBONATE LENS, STAINLESS STEEL FASTENERS, POWDER COAT PAIT, WHITE,PROGRAMMED RAPID START T5 HIGH OUTPUT LAMPS AND BALLAST, 120 VOLT OPERATION,EMERGENCY BATTERY UNIT AT 1400 LUMENS ON TWO LAMPS AND U.L. LISTED.

FABRICATED WHITE PAINTED METAL HOUSING WITH CAST WHITE WITH PREMIUMSPECULAR FINISH, CLEAR FLAT GLASS LENS WITH RED WITH PREMIUM SPECULARFINISH, CLEAR FLAT GLASS LENS WITH RED PAINTED LINEAR PATTERN ATSOCKET/LAMP TIP ENDS. LENS SECURED WITH FORMED BLACK PAINTED METALBRACKET. ONE 400-WATT CLEAR ED-28 PULSE START METAL HALIDE, VENTUREMS400W/H75/ED28/PS/740, HORIZONTAL POSITION.

L4EM

W1

4-F54WT5841ECO

MS400W/H75/ED28/PS/740VENTURE

GE254MVPS-D

PULSE STARTINCLUDED

UNV FAIL SAFE

SPI LIGHTING

HVL12-454-120-C-EB52-S-EL5(1400LUMEN)-WHITE

EIW3134-FT-1M400PS-PT02

DESCRIPTIONTYPE LAMP IN EA. FIXTURE BALLAST VOLTAGE MANUFACTURER CATALOG #

FIXTURE SCHEDULE

120V

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 4:10:39 PM

B.J. RIEBENACK

B.J. RIEBENACK

P.A. TANNER

T.H. MINER

13-1955-357

E3.0

LIGHTING PLANS




N 1/8" = 1'-0"E3.0FIRST FLOOR LIGHTING PLAN1

1/4" = 1'-0"E3.0PARTIAL ENLARGED PLAN2


1

KEYED NOTES:

NEW LIGHTING CONTROL RELAY PANEL. EXACTLOCATION SHALL BE DETERMINED IN FIELD.

NEW LOW VOLTAGE SWITCHES, SEE DETAIL2/E7.0.

RE-CIRCUIT TO LIGHTING CONTROL RELAYPANEL.

RE-ADJUST BREAKERS IN PANEL.

CONNECT ALL CIRCUITS IN CONTACTOR PANELTO NEW LIGHTING CONTROL RELAY PANEL.

EXISTING EXIT SIGNS TO REMAIN.

NEW SENSOR. PROVIDE CONDUIT AND WIRETO NEW CONTROLLER ON MEZZANINE ORUNIT.

2

3

4

5

6

7



16 17 18 19 20

T

R

21

16 17 18 19 20

T

R

S S

EX. AH UNIT

EX. FAN UNIT

EX. DP

21

EX. CONTROLLER

30A NON-FUSIBLE DISCONNECT SWITCH, HEAVY DUTY, 480V 3-PHASE, COPPER EQUIPMENTGROUND, NEMA 3R AND FUSED TO MANUFACTURERS RECOMMENDATION.

30A FUSIBLE DISCONNECT SWITCH, HEAVY DUTY, 480V 3-PHASE, COPPEREQUIPMENT GROUND, NEMA 3R AND FUSED TO MANUFACTURERS RECOMMENDATION.

COMBINATION FUSED DISCONNECT AND STARTER FOR A 1 HP MOTOR, 208V,3 PHASE, AND SIZE 0 UNIT. THE UNIT SHALL HAVE A “HAND-OFF-AUTO”SELECTOR SWITCH, PUSH TO TEST RED PILOT LIGHT, PUSH TO TEST GREENLIGHT, AUXILARY CONTACTS (N.O. & N.C.), FUSES AS SPECIFIED BY THEMANUFACTURER OF THE EQUIPMENT, NEMA 1 ENCLOSURE, THERMAL UNITS,CONTROL VOLTAGE OF 120V AND U.L. LISTED.

NFDS-1CU-1

FDS-2AHU-1

CFDS-1EF-1

SQUARE D

SQUARE D

SQUARE D

DU321NRB-PK3GTA1

D325NR-PKOGTA2

CLASS 8538SBG12-V02-C-P21-P22-FF4T

DESCRIPTIONTAG MANUFACTURER CATALOG #

EQUIPMENT LIST

32 RELAY PANEL, 120/277 VOLT PROGRAMMABLE CONTROL OF EACH RELAY,NEMA 1 ENCLOSURE, LCD DISPLAY, DIGITAL SWITCH INTERFACE, TIMED INPUTS, U.L.LISTED, GREENGATE DIGITAL SWITCH KIT INTERFACE, IVORY LOW VOLTAGE DIGITALSWITCHES

LCP-A COOPER-GREENGATE

LK32-120/277-S0-L2-M0-T2-HVB0(4) GDS-2TLB-V-CE(1) GDS-5TSB-V-CE

30A FUSIBLE DISCONNECT SWITCH, GENERAL DUTY, 240V 3-PHASE, COPPEREQUIPMENT GROUND, NEMA 1 AND FUSED TO MANUFACTURERS RECOMMENDATION.

FDS-1ACU-1

SQUARE D D321N-PK3GTA1

250A/3P THERMAL MAGNETIC TRIP BREAKER 65KAIC RATED AT 240V JG SERIES, TOFIT IN AN ILINE SWITCHBOARD. VERIFY ALL LUGS.

250/3PFORSWBD

SQUARE D JGA36250

225A MLO 120/208VOLT COPPER BUSSING, 42 SPACE, SURFACE MOUNTED, COPPERGROUND BAR AND BREAKERS AS REQUIRED.

LP-C SQUARE D NQ442L2C-MH38-NC38SPK27GTACU(34) QOB120 (VERIFY)(4) QOB220

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 4:10:40 PM

B.J. RIEBENACK

B.J. RIEBENACK

P.A. TANNER

T.H. MINER

13-1955-357

E4.0

PARTIAL POWER PLANS -DEMOLITION AND NEW




N 1/8" = 1'-0"E4.0PARTIAL POWER PLAN NEW1

N 1/8" = 1'-0"E4.0PARTIAL POWER PLAN DEMOLITION2

KEYED NOTES:

PROVIDE 5 CONDUCTOR CABLE FROMAHU-1 TO SENSOR UNIT AND PROVIDE A 2 CONDUCTORCABLE TO CONTROLLER. VERIFY ALL REQUIREMENTS.

3/4"C FOR CONTROL WIRING BETWEEN CU-1 ANDAHU-1. VERIFY ALL REQUIREMENTS.

EXISTING DISTRIBUTION PANEL TO REMAIN.

NEW TEMPERATURE CONTROL UNIT. VERIFY EXACTLOCATION. REUSE CIRCUIT FROM OLD CONTROLLER.

LOCATE ON WALL ABOVE ROOF. VERIFY EXACTLOCATION.

TIE NEW EF-1 IN WITH NEW AHU-1 AND CU-1 UNITS.

VERIFY EXACT ROUTING IN FIELD.

1

2

CU-1

AHU-1NFDS-1FDS-2

CFDS-1

1

2 GENERAL NOTES:

1. SEE MECHANICAL PLANS FOR EXACTPLACEMENT OF EQUIPMENT.

2. EXACT LOCATION OF DISCONNECTSSHALL BE VERIFIED IN FIELD.


EF-1

DP

NEW CONTROLLER

TO SWBD IN SWITCHBOARDROOM 2-1/2"C W/3-250KCMILPLUS 1-#4 GRN GND.

3

DEMOLITION KEYED NOTES:

DISCONNECT AND REMOVE EXISTING CONNECTIONS,FDS AND STARTERS TO EQUIPMENT WITH ALLASSOCIATED CONDUIT AND WIRE TO SOURCE.

DISCONNECT AND REMOVE EXISTING DP PANEL,REPLACE WITH NEW PANEL.

DISCONNECT CONTROL PANEL OF EXISTING UNITS.

1

2

1

1

2

3


3

4

FDS-1A

3

5

6

7

1

1

6

5

7 REV. # DATE DESCRIPTION BY

UP

13 14 15 16 17 18 19 20

T

R

Q

P

O

N

L2

L1

K3

2122

M1

K2

K1

UNASSIGNED

1

TOILET

2

DRY ROOM

3

SHOWERS

4

STORAGE

5STORAGE

6

GIRL'S LOCKER RM.

8

GIRL'S BASKET RM.

9

TOWEL ROOM

10

COACH'S RM

3A

GIRL'S LOCKER ROOM LOBBY

11

STORAGE

12

SWITCHBOARD RM.

31

PIT

32

TEAM LOCKER ROOM

15

EQUIPMENT STORAGE

10

COACH'S RM

17

RANGE

14

EQUIPMENT ROOM

18

1/2"

/ 12

" V

IF

PA

SS

AG

E

7

PA

SS

AG

E

6

SHOWER

16

TOILET

21

RUB RM

23

SHOWER

24

BOYS LOCKER ROOM

25

TOILET

22

DRY ROOM

26

BOYS SHOWER

27

STORAGE

25TUNNEL

SUMP ROOM

STORAGE

1/2"

/ 12

" V

IF

STORAGE

OFFICE

STAIR STAIR

TOILET

NATATORIUM

PROJECT:

DRAWING NUMBER:

SHEET OF

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

B.J. RIEBENACK

B.J. RIEBENACK

P.A. TANNER

T.H. MINER

13-1955-357

E4.1

PARTIAL BASEMENTELECTRICAL PLAN




N 1" = 10'-0"E4.1LOWER LEVEL FLOOR PLAN1

1 LOCATION OF SWITCHBOARD AND SPACE FOR250A/3P BREAKER.

NEW CONDUIT INSTALLED ON WALL AND/OR CEILING.LOCATE ABOVE HARD CEILING IF ACCESSIBLE.

LB NEAR CEILING AND PENETRATE WALL.

EMT CONDUIT WITHIN THE BUILDING.

RGC OUTSIDE OF BUILDING AND TO UNIT AHU-1.RACK CONDUIT OFF OF GROUND A MIN. OF 12".SEE SHEET E4.0.

LOCATE DISCONNECT SWITCH CLEAR OF ALLPIPING AND DUCTWORK.

KEYED NOTES:

2

3

4

5

6

GENERAL NOTES:

1. VERIFY IN FIELD ALL LOCATIONS OF PROPOSEDCONDUIT RUNS.

2. PROVIDE JUNCTION BOXES AS REQUIRED TOMEET NEC.

3. PROVIDE INFRARED SCAN THROUGH ALL POUREDCONCRETE WALLS.

1

2 2

2

2

2

2 5

6

3

4

4


120/277V TRANSFORMER POWERDEDICATED CIRCUIT

FROM LP-C

LK32-120/277-S0-L2-M0-T2-HVB0ELECTRICAL CLOSET

GDS-I-KITELECTRICAL CLOSET

2-BUTTON IVORYGDS - CONTROL STATION

GDS-2TLB-X-CE POOL SOUTH


GDS-2TLB-X-CEPOOL SE

LCP-A


GDS-2TLB-X-CE POOL NORTH


GDS-2TLB-X-CEPOOL NE

LV2 LV2 LV2 LV2


GDS-4TSB-X-CEOFFICE

LV5

RS232 RS-232 CABLE (6 FEET), PROVIDED WITH PRODUCT

CAN USE BELDEN 1502P PLENUM CABLE.

CABLES

TO LIGHTING LOAD, TYP.

LP-CCIRCUIT # (VERIFY)

SURFACE MOUNTED

RA-1

RELAY NO.

RELAY PANEL LCP-A

RA-2

RA-3

RA-4

RA-5

RA-6

RA-7

RA-8

RA-9

RA-10

RA-11

RA-12

RA-13

RA-14

RA-15

RA-16

SEATING

ROOM

SEATING

DECK

DECK

DECK

DECK

DECK

OFFICE

120V

VOLTAGE

120V

120V

120V

208V

208V

208V

120V

FL

LOAD TYPE

FL

FL

FL

MH

MH

MH

FL

C-4

FEED CIRCUIT

C-6

C-2

C-8

C-9,11

C-1,3

C-5,7

C-18

468

LOAD VA

1404

936

702

1832

1832

1832

??

1TB

RELAY TYPE

1TB

1TB

1TB

2TB

2TB

2TB

1TB

ZONE 1 - DECK

DESCRIPTION

ZONE 2 - SEATING

ZONE 1 - DECK

ZONE 1 - DECK

ZONE 3 - POOL

ZONE 3 - POOL

ZONE 3 - POOL

ZONE 4 - OFFICE

LV2 - POOL SOUTH

B1 DECKB2 ALL OFF

LV2 - POOL NORTH

B1 DECKB2 ALL OFF

LV2 - POOL SE

B1 DECKB2 ALL OFF

LV2 - POOL NE

B1 DECKB2 ALL OFF

LV5 - OFFICE

B1 DECKB2 SEATINGB3 POOLB4 UNDERB5 ALL OFF

ON/OFFON/OFFON/OFFON/OFF

POOL

POOL

POOL

POOL

POOL

POOL

POOL

120V

120V

120V

120V

120V

120V

120V

INC C- ?? 1TB ZONE 5 - UNDER POOL







PANEL "B"10-20A

S.P.CIRC.

15A/2P 30A/2P

200A/3P

150A/3P

125A/2P

225A/2P

EX. PANEL "A" (DP)

SPACE 70A/2P

NEWPANEL "C"

7-1/2HP 5HP

20HPPUMP

3/4HPSUMPPUMP

1/2HPPUMP

1/2HPFAN

1-1/2HPCOND.PUMP

1-1/2HPCOND.PUMP

EF-1

CU-1

3-#12

3/4"C

3-#12

3/4"C

3-#6

1"C4-#1/0

2"C3-#4

1-1/4"C

4-#3/0

2-1/2"C

TO C

ON

CE

SS

ION

STA

ND

3-#4

/0, 2

-1/2

"C

TO S

EC

ON

DA

RY

BU

SIN

TR

AN

SFO

RM

ER

RO

OM

3-#5

00M

CM

- R

HR

W1-

#300

MC

M -

BA

RE

(NE

UTR

AL)

FDS-1A CFDS-1

NFDS-1SS

DISCONNECT AND REMOVE. REUSEEXISTING CONDUIT AND CIRCUIT FORCU-1 AND EF-1.

NEW

PROJECT:

DRAWING NUMBER:

PROJECT NUMBER:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET TITLE:

STATUS / REVISIONS

12/13/2013 4:10:42 PM

B.J. RIEBENACK

B.J. RIEBENACK

P.A. TANNER

T.H. MINER

13-1955-357

E7.0

LIGHTING CONTROL PANELSCHEDULE AND PANELSCHEDULE




12" = 1'-0"E7.0LIGHTING CONTROL PANEL - LCP-A1

PT90% OWNER REVIEW11-22-13PTISSUED FOR BID12-12-13

1" = 1'-0"E7.0LCP-A RISER DIAGRAM2

1/8" = 1'-0"E7.0PARTIAL RISER DIAGRAM3


Documents

3115 MACKINAW SAGINAW, MICHIGAN 48602 · a5.0 building sections a5.1 wall sections and details a6.0 stair plans, sections and details a7.0 interior elevations a8.0 reflected ceiling