prien lake charles storage · 10/25/2018 · continuous pre-finished metal cap flashing, min....

EXISTING METAL BUILDING TO BE DEMOLISHED,PATCH AND REPAIR CONCRETE TO MATCH EXISTING

20'-0

"

9'-0"TYP.8'-0"8'-0"

4 SPACESNEW OFFICE

BUILDING

A2.0

1

HEA

RD

RO

AD

601'

±

300'±

EXISTING STORAGEBUILDING (NO WORK)





EXISTING STORAGEBUILDING (NO WORK)EXISTING STORAGE

BUILDING (NO WORK)




EXISTING 11,136 SQ. FT. STORAGE BUILDING(CLIMATE CONTROL RENOVATION 1)

EXISTING 8,430 SQ. FT. STORAGE BUILDING(CLIMATE CONTROL RENOVATION 2)

A3.0

2

A3.0

1

ALIGN

ACCE

SSAI

SLE

4" TRAFFIC BLUE PAINTSTRIPING AT ADA ACCESSAISLE AND MARKER

4" TRAFFIC YELLOW PAINT STRIPINGEXISTING EDGE OF CONCRETE

31'-9"

25'-4

"

1 SCALE: 1" = 30'-0"SITE PLAN

project #:

date issued:drawn by:checked by:revisions:

A 1.0

Site Plan &General

Information

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For ConstructionConstruction Bid Documents

stamp:

2018 copyright kudla architecture llc

4 2 9 K i r b y S t r e e tL a k e C h a r l e s , L A 7 0 6 0 1p : 3 3 7 . 4 3 6 . 3 6 5 0f : 3 3 7 . 4 3 6 . 3 6 5 5

w w w . k u d l a a r c h i t e c t . c o m

Drawings and Specifications as instruments of serviceare and shall remain the property of the Architect. They

are not to be used on other projects or extensions tothis project except by agreement in writing and with

appropriate compensation to the Architect. Contractoris responsible for confirming and correlating dimensions

at job site. The Architect will not be responsible forconstruction means, methods, techniques, sequences

or procedures; or for safety precautions and programs inconnection with the project.

Prien Lake Charles StorageMiscellaneous Additions & Renovations2100 W. Prien Lake RoadCalcasieu ParishLake Charles, Louisiana 70605

Project Overview & Code Research

PROJECT SCOPE:THE PROJECT CONSISTS OF THE RENOVATION TO (2)EXISTING METAL STRUCTURAL STEEL STORAGE BUILDINGSTO CLIMATE CONTROLLED WITH (1) EXISTING STORAGEBUILDING BEING DEMOLISHED AND REPLACED WITH ANEW 734 SQ. FT. WOOD FRAMED OFFICE BUILDING.

APPLICABLE CODES AT NEW CONSTRUCTION:INTERNATIONAL BUILDING CODE (IBC) - 2015NFPA 101 LIFE SAFETY CODE (NFPA) - 2015INTERNATIONAL PLUMBING CODE (IPC) - 2015INTERNATIONAL MECHANICAL CODE (IMC) - 2015NATIONAL ELECTRIC CODE (NEC) - 2014AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) - 2010AMERICAN WITH DISABILITIES ACT (ADA) - 2010

OCCUPANCY TYPE:IBC: BUSINESS/STORAGE (S-1)NFPA: BUSINESS (CHAPTER 39) STORAGE (CHAPTER 42)

CONSTRUCTION:IBC: 2B / 5B AT OFFICENFPA: 2B / 5B AT OFFICE

OCCUPANT LOAD:OFFICETOTAL GROSS = 646 SF / 100 = 7 OCC.

C.C. STORAGE BLDG. 1TOTAL = 11,055 SF / 300 = 37 OCC.

C.C. STORAGE BLDG. 2TOTAL = 8,855 SQ. FT. / 300 = 30 OCC.

1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL LAWS.

2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE, AND SCOPE OF WORK DESCRIBED IN THESEDOCUMENTS AND IS RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION,DELIVERY, HANDLING, SERVICES, SUPERVISION AND QUALITY CONTROL REQUIRED TO EXECUTE ALL AS WORK ASDELINEATED IN THESE DRAWINGS UNLESS AS SPECIFICALLY NOTED AS OUTSIDE OF THE CONTRACT.

3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH ALL TRADES INCLUDING THOSE OPERATINGUNDER SEPARATE CONTRACTS WITH THE OWNER.

4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKERS IN ACCORDANCE WITH ESTABLISHED "BESTPRACTICES."

5. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND ANY DIFFICULTIES OR RESTRICTIONSAFFECTING THE EXECUTION OF THE CONTRACT PRIOR TO SUBMITTING A PROPOSAL.

6. ALL PRODUCTS, MATERIALS, AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SSPECIFIC INSTRUCTIONS AS WELL AS IN COMPLIANCE WITH ALL APPLICABLE CODES.

7. JOB SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

8. CONTRACTOR SHALL VERIFY LOCATIONS, LEVELS, DISTANCES, AND FEATURES THAT MAY AFFECT THE WORK. SHOULDEXISTING CONDITIONS DIFFER FROM THOSE SHOWN OR INDICATED, OR IF IT APPEARS THAT THESE PLANS, STANDARDSPECIFICATIONS, AND SPECIAL PROVISIONS DO NOT ADEQUATELY DETAIL THE WORK TO BE DONE, CONTRACTORSHALL NOTIFY THE ARCHITECT PRIOR TO CONTINUING WITH ANY RELATED WORK. NO ALLOWANCE WILL BE MADE INHIS BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING THE CONDITIONSUNDER WHICH WORK IS TO BE PERFORMED. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE.

9. CONTRACTOR SHALL PROVIDE ANY AND ALL NECESSARY TEMPORARY SHORING, BRACING, AND BARRICADESNECESSARY TO INSURE SAFE EXECUTION OF CONSTRUCTION AND DEMOLITION.

10. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OFCONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENTSHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALLDEFEND, INDEMNIFY, AND HOLD THE CITY REPRESENTATIVES HARMLESS FROM ANY AND ALL LIABILITY, REAL AND/ORALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF THIS PROJECT.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SUITABLE TRASH CONTAINERS AND TIMELY TRASH REMOVALFROM THE SITE CONSISTENT WITH THE STAGE OF CONSTRUCTION. WORK AREA SHALL BE KEPT CLEAN, SAFE, ANDORDERLY AT ALL TIMES.

12. ALL DIMENSIONS, ANGLES, ELEVATIONS, CONDITIONS, AND PHYSICAL CONFIGURATIONS RELATIVE TO EXISTINGCONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK OR ORDERING MATERIAL.IF ANY DIFFERENCES ARE FOUND, THE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY.

13. DO NOT SCALE DRAWINGS! WRITTEN DIMENSIONS SHALL GOVERN. NOTIFY ARCHITECT FOR ANY DIMENSIONS NOTSHOWN.

14. THESE DRAWINGS ARE INTENDED TO DEFINE THE GENERAL DESIGN AND SCOPE OF THE WORK REQUIRED TOCOMPLETE THE PROJECT. IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDE FOR COMPLETE FINISHED WORK ANDOPERATING SYSTEMS. OMISSIONS FOUND IN THESE DRAWINGS DO NOT RELIEVE THE CONTRACTOR OF SUCHRESPONSIBILITIES AS IMPLIED BY THE SCOPE OF WORK UNLESS SPECIFICALLY NOTED.

15. ALL WORK WILL BE SUBJECT TO REVIEW AND ACCEPTANCE BY THE OWNER UPON COMPLETION OF THE WORK.

Index to Drawings

A 1.0 Site Plan and General InformationA 2.0 Plans and Details - Office BuildingA 3.0 Renovated Plans - Climate Control Building

MEP 1.0 Mechanical / Electrical Plans - Office BuildingMEP 2.0 Mechanical / Electrical Plans - C.C. Renov. 1MEP 3.0 Mechanical / Electrical Plans - C.C. Renov. 2

Windspeed

Vicinity Map

PROJECTLOCATION

W. PRIEN LAKE ROAD

NEL

SON

RO

AD

HEA

RD

RO

AD

I-210

WAL-MART

FIRE PROTECTION:N/A

DESIGN DATA:FLOOR LIVE LOAD: 100 PSFROOF LIVE LOAD: 20 PSFWIND DESIGN LOAD: 132 MPHRISK CATEGORY: IIIMPORTANCE FACTOR: 1.0FLOOD DESIGN DATA:ZONING:

General Notes

1REVISED OFFICE BUILDING TOWOOD FRAME10/25/2018

1

35'-714"

29'-334"6'-31

2"

6'-5

1 4"5'

-2"

8'-4

3 4"

20'-0

"

2'-0

5 8"3'

-13 8"

4'-8

"5'

-61 4"

5'-6

1 4"4'

-8"

20'-4

1 2"

6'-312" 29'-33

4"

16'-0

" x 5

'-0" S

USPE

ND

ED M

ETAL

CAN

OPY

2'-10" HIGH MAX.BUILT-IN COUNTER5'

-0"

2'-0

"

9'-6"

11'-1

03 4"

7'-0" 2'-6"

3070

30"x

48"

60"x

58"F.D. Ø5'-0"

TOILET

LAV.

42" GRAB BAR36" G

RAB

BAR

R.R.

SALES AREA

WORK AREA

RES.

3070

3070 EXTERIORMETAL IN PAINTEDH.M. FRAME

3070 EXTERIORTEMPERED ALUM.

PAINTED H.M. FRAME

4060 STOREFRONTTEMPERED

4060 STOREFRONTTEMPERED

A4.05

5'-0"

NOTE: 9'-0" GRID CEILING THROUGHOUT

NOTE: PROVIDE DOUBLE 2x12 HEADERAT ALL DOOR/WINDOW LOCATIONS.

2x8 CEILING JOISTS AT 16" O.C.,TYPICAL ALONG BUILDING

35'-912"

21 4" S

IDIN

G L

EDG

E

20'-4

1 2"

17'-812"18'-1"

714" CMU LEDGE

OMIT LEDGE AT EXTERIOR OPENINGS

F.F. ELEV. SET 6" ABOVE ADJACENT GRADE

214" SIDING LEDGE

21 4" S

IDIN

G L

EDG

E

SEE FOUNDATION PLAN

2x8 RAFTERS AT 16" O.C. W/ 3/4"SHEATHING AND ICE/WATER SHIELDMOISTURE BARRIER

2'x2' SUSPENDEDCEILING GRID

9'-0

"

11'-0

" PLA

TE H

EIG

HT

5/8" EXTERIOR SHEATHING W/MOISTURE BARRIER & 24 GA.

METAL WALL PANEL FINISH

2x6 WOOD STUDS AT 16" O.C.W/ MIN. R-15 INSULATION,PAINTED 5/8" GYP. BOARD

INTERIOR

CONTINUOUS 4" GUTTER W/4x4 DOWNSPOUTS

123R-19 MIN. BATT INSULATION

24 GA. METAL ROOF PANELSON 2x4 SCREEDS AT 24" O.C.

FRAME FOR ZERO OVERHANG

2x8 RIDGE BEAM

CONTINUOUS PRE-FINISHED METAL CAP FLASHING, MIN.24" LAP SEAMS W/ CONTINUOUS CLEAT AT BOTHSIDES, SLOPE TO ROOF MIN. 1/12

PRE-FINISHED SUSPENDEDMETAL CANOPY, BRACE TOBUILDING STRUCTURE, DO

NOT BRACE TO VENEER

PROVIDE CONTINUOUS BASEFLASHING AND MORTAR MESH

W/ WEEP HOLES AT 48" O.C. MAX.

ROOF OUTLINE BEYOND

4"x8"x16" CMU VENEER

7'-2

"

16'-0

"

8'-0

"

11'-0

" PLA

TE H

EIG

HT

24 GAUGE METAL ROOF PANELS

CONTINUOUS 4" GUTTER W/4x4 DOWNSPOUTS

5'-0"

18" M

IN.

24 GAUGE METAL WALL PANELS

24 GA. METAL WALL PANELS,TYPICAL BACK OF PARAPET

24 GAUGE METAL WALL PANELS

7'-0

"

24 GAUGE METAL ROOF PANELS

123

(4) #5 BARS W/ #3TIES AT 24" O.C.

SIDING LEDGE

6x6-D4.0xD4.0 W.W.F.

6 MIL VAPOR BARRIER

COMPACTEDSUB-GRADE

MIN. 4" THK. LAYEROF FILL SAND

5"

2'-0

"

3,000 PSI CONC.

1'-6"

11 2"

238"

(4) #5 BARS W/ #3TIES AT 24" O.C.

BRICK LEDGE

6x6-D4.0xD4.0 W.W.F.

6 MIL VAPOR BARRIER

COMPACTEDSUB-GRADE

MIN. 4" THK. LAYEROF FILL SAND

5"

2'-0

"

3,000 PSI CONC.

1'-6"

11 2" 914"

(2) #5 BARS W/ #3TIES AT 24" O.C.

6x6-D4.0xD4.0 W.W.F.

6 MIL VAPOR BARRIER

COMPACTEDSUB-GRADE

MIN. 4" THK.LAYER OF FILLSAND

5"

2'-0

"

1'-6"

3,000 PSI CONC.

1 SCALE: 1/4" = 1'-0"FLOOR PLAN - NEW OFFICE BUILDING

project #:


A 2.0

Plans and Details- Office Building

c

187409/04/2018jhjk

phase:


stamp:









FOUNDATION AND PAVING NOTES:

1. A 6 MIL POLYETHYLENE BARRIER SHALL BE INSTALLED, PRIOR TO PLACINGREINFORCEMENT OR CONCRETE, AFTER APPROVAL OF PREPARED EARTHWORK.

2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.

3. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS CONFORMING TO ASTM A-165.

4. WELDED STEEL MESH SHALL CONFORM TO ASTM A-185.

5. ALL REINFORCING RODS SHALL BE BENT AROUND ALL CORNERS A MINIMUM OF 24".

6. REMOVE TOP 24" OF VEGETATION, DELETERIOUS MATERIAL AND TOPSOIL FROM AREA TORECEIVE BUILDING AND DOWN TO 18" BELOW PARKING AREAS. REPLACE EXCAVATEDMATERIAL WITH SELECT FILL AND COMPACT TO 95% STANDARD PROCTOR DENSITY.BUILDING PAD FINAL ELEVATION TO BE 6" ABOVE INITIAL GRADE.

7. MAINTAIN UNIFORM MOISTURE CONDITIONS IN THE EXPOSED SUB-GRADE SOILS PRIOR TOCONSTRUCTION OF FLOOR SLAB. EXPOSED SUB-GRADE SOILS SHOULD NOT BE ALLOWEDTO DRY OUT OR BECOME WET DURING CONSTRUCTION.

8. BACKFILL ALL UTILITY TRENCHES OR OTHER POTENTIAL CONDUITS OF WATER UNDERNEATHSLAB TO A DISTANCE WITHIN 5'-0" OF ADJACENT FLOOR SLABS.

2 SCALE: 1/4" = 1'-0"FOUNDATION PLAN3 SCALE: 3/4" = 1'-0"

FOOTING AT CMU LEDGE

4 SCALE: 3/4" = 1'-0"FOOTING AT SIDING LEDGE

5 SCALE: 3/4" = 1'-0"INTERIOR FOOTING

6 SCALE: 1/4" = 1'-0"EAST ELEVATION7 SCALE: 1/4" = 1'-0"

WEST ELEVATION

8 SCALE: 1/4" = 1'-0"SOUTH ELEVATION9 SCALE: 1/4" = 1'-0"

BUILDING SECTION

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1

1

1

1

10'x15'

10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-0"5'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"

1'-0"MIN.

1'-0"MIN.

1'-0

"M

IN.

1'-0

"M

IN.

1'-0

"M

IN.

15'-2

1 2"10

'-0"

5'-0

"10

'-0"

10'-2

1 2"

10'x10'

8'-0"x8'-0" OVERHEAD ROLL-UPDOOR, TYPICAL ALL 10' WIDE UNITS

10'x10'

10'x10'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x10'

10'x10'

10'x10'

10'x10'

10'-2

1 2"10

'-0"

10'-0

"5'

-0"

10'-2

1 2"5'

-0"

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

5'-0"x8'-0" OVERHEAD ROLL-UPDOOR, TYPICAL ALL 7.5' WIDE UNITS

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

5'-2

1 2"5'

-0"

7'-6

"7'

-6"

5'-0

"5'

-0"

5'-0

"5'

-0"

5'-2

1 2"

5'x5'

A/C

5'x5'

5'x5'


5'x7.5'

5'x7.5'

5'x5'

5'x5'

CORRIDOR

CORRIDOR

CORRIDOR

COR

RID

OR

220'-0"

50'-5

"

3'-0"x7'-0"METAL

3'-0"x7'-0"METAL

3'-0"x7'-0"METAL

3'-0"x7'-0"METAL

3'-0"x7'-0"METAL

3'-0"x7'-0"METAL

8'-5" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

10'-1

1 2"10

'-0"

5'-0

"5'

-0"

10'-1

1 2"

40'-3

"

208'-5"

1'-0

"M

IN.

8'-0"x8'-0" OVERHEAD ROLL-UPDOOR, TYPICAL ALL 10' WIDE UNITS3'-0"x

METAL3'-0"x7'-0"

METAL

3'-0"x7'-0"METAL

20'-1

1 2"5'

-0"

15'-1

1 2"

5'x5' A/C


10'x10'

10'-1

1 2"5'

-0"

5'-0" 5'-0"

10'x10'

5'x10'

10'x10'

10'x10'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

8'x15'

8'x20'


CORRIDORTRIMMED DOOR FORRETURN AIR BELOW

1 SCALE: 1/8" = 1'-0"FLOOR PLAN - CLIMATE CONTROL RENOVATION 1

project #:


A 3.0

Renovated Plans- Climate Control

Buildings

c

187409/04/2018jhjk

phase:


stamp:









2 SCALE: 1/8" = 1'-0"FLOOR PLAN - CLIMATE CONTROL RENOVATION 2

SCOPE OF WORK:

BOTH BUILDINGS SHOWN ARE EXISTING STRUCTURAL STEEL FRAMED METAL BUILDINGS TO BE GUTTEDBACK TO STEEL FRAME AND REBUILT TO CLIMATE CONTROLLED UNITS AS SHOWN. EXISTING ROOFS TOHAVE RETRO-FIT METAL ROOF UPGRADES INSTALLED AS RECOMMENDED BY MANUFACTURER. ALL WALLSTO BE BUILT USING LIGHT GAUGE METAL STUD FRAMING AND WRAPPED WITH METAL PANELS OVER 7/8"METAL HAT CHANNELS. ALL WALLS CONTINUOUS TO METAL ROOF DECK W/ PERMEABLE UPPER THIRD FORAIR TRANSMISSION THROUGHOUT EXCEPT AT EXTERIOR LOADED UNITS.

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R.R.

SALES AREA

WORK AREA

RES.

B GFI

CU-1

EXIT

E

A

A

A

A

A

A

A

D

C

A-2

A-4

NOTE: RESTROOM RECEPTACLE TIEDINTO SAME CIRCUIT AS LIGHTING

A-9,11

WPGFI

WPGFI

WPGFI

PHOTOCELLTIMERSWITCH

SERVICE METER FEDOVERHEAD FROM NEWPOWER POLE AT ROAD

PANEL A

CT CT

A-1

A-3A-5

A-6

AHU-1

A-8,10

DOUBLECLEANOUT 6" DIA. METAL

EXHAUST DUCT

EXHAUST WALL CAP W/BIRD SCREEN

R.R.

SALES AREAWORK AREA

RES.

CU-12-TON

FRESH AIR INTAKEGRILLE W/ BIRD

SCREEN

3KW ELECTRICHEAT STRIP

4"Ø250cfm

1 2

3250cfm250cfm

50cfm

10"Ø

10"Ø

10"Ø

AHU-12-TON

75cfmEXHAUST

4" DRAIN TO TIE INTO EXISTINGCITY SEWER MAIN AT ROAD

CLEANOUT

2"

4"

F.D.

2"

PROVIDEPOINT-OF-SERVICE

WATER HEATERUNDER SINK

(1) 4"C(2) 4/0 KCMIL(1) #2 KCMIL GROUND

3/4"C WITH 4/0 KCMILGROUND TO GROUND ROD

GRADE

120/240V 1-PHASE 200AINCOMING OVERHEAD

SERVICE, COORDINATE W/SERVICE PROVIDER

3/4"ØX10'-0" COPPERCLADGROUND ROD

OFFICESERVICE

M

NEW SERVICE METER

ALL PANELS TO BEENGRAVED W/

LAMINATED I.D. TAG

PANEL A150A 1Ø

120/240V24-CIRM.L.O.

project #:


MEP1.0

Mechanical /Electrical Plan -New Office Bldg.

c

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1 SCALE: 1/4" = 1'-0"ELECTRICAL PLAN2 SCALE: 1/4" = 1'-0"

MECHANICAL PLAN

3 SCALE: N.T.S.ELECTRICAL RISER DIAGRAM

Luminaire Schedule LABELSYMBOL DESCRIPTION

A

NOTE: COORDINATE WITH OWNER ON FINAL LOCATIONS AND LIGHTFIXTURE SELECTIONS PRIOR TO CONSTRUCTION

2 X 4 LAY-IN LED FIXTUREAMP.SERVING

DESCRIPTION: PANEL

WIREWIRE

19

21

17

23

7

15

13

119

5

1

3

AMP.

A

CKT

MOUNTING:A.I.C.:MAIN:

BKR

VOLT:PHASE:WIRE: 3

BKRSERVING

20

8

14

10

6

2

4

CKT

120/240

SINGLE

18

16

22

24

150A

RECESSED--

12

SAFETY LIGHTING EXIT SIGN COMBO - NOTE: PROVIDEMATCHING REMOTE HEAD AT EXTERIOR DOOR LOCATIONSEXIT - -

20/1#12 LIGHTING - SALES, WORK, RESOURCE#1220/1POWER - WORK AREA

#1220/1 20/1#12

#1220/1 20/1#12

#1220/1

B

C

POWER - SALES AREA

POWER - POINT OF SALE

POWER - EXTERIOR RECEPTACLE GFI

SPACE

SPACE

SPACE

1 X 4 WALL MOUNT LED FIXTURE WITH EMERGENCY BALLAST

1 X 4 SURFACE MOUNT LED FIXTURE RATED FOR OUTDOOR USE

D EXHAUST FAN ONLY - INTEGRATE SWITCH W/ LIGHT UNLESSSHOWN OTHERWISE

E

POWER - WATER HEATER

CU-1 40/2 #8

-- ----

SPACESPACE

ELECTRICAL NOTES:

1. ALL ELECTRICAL WORK TO COMPLY WITHNATIONAL ELECTRICAL CODE 2014 CODEREQUIREMENTS SUPERCEDE ANY DETAIL ORNOTATIONS IN THESE PLANS. VERIFY ALLCONDITIONS PRIOR TO INSTALLATION.

2. ELECTRICAL CONTRACTOR SHALL BERESPONSIBLE FOR ALL LOAD DESIGNREQUIRED FOR ALL LIGHTING POWER,MECHANICAL EQUIPMENT AND ANY OTHERMECHANICAL EQUIPMENT AND ANY OTHEREQUIPMENT REQUIRED AS PART OF THISPROJECT.

3. FURNISH ALL LABOR AND MATERIALSNECESSARY TO PROVIDE THE COMPLETEPROJECT.

4. ALL TELEPHONE/DATA WORK TO BECOORDINATED & PERFORMED BYSUBCONTRACTOR AS SELECTED BY OWNER

5. LIGHT FIXTURES AND DEVICES SHALL BEADEQUATELY SUPPORTED.

6. CONTRACTOR SHALL COORDINATECONNECTION OF NEW DEVICES SUCH THATTHE MAXIMUM LOAD ON ANY ONE 20 AMP, 1POLE CIRCUIT SHALL NOT EXCEED EIGHT (8)2X4, 4 LAMP FLUORESCENT FIXTURES (OREQUIVALENT NUMBER OF LAMPS) OR SEVEN(7) GENERAL PURPOSE CONVENIENCEOUTLETS.

7. ALL LIGHT FIXTURES SHALL BE SELECTED BYOWNER AND INSTALLED BY ELECTRICALCONTRACTOR.

8. PROVIDE GFI OUTLETS IN WET AREAS.

9. DO NOT USE ALUMINUM CONDUIT IN SLAB ORBURIED.

10. PROVIDE TYPE WRITTEN DIRECTORY FORPANELS.

11. WIRE ALL FIELD ASSEMBLED DEVICES FORMECHANICAL EQUIPMENT FURNISHED BYMECHANICAL CONTRACTOR.

12. VERIFY POWER REQUIREMENTS WITHMANUFACTURERS RECOMMENDATIONS ONALL OWNER SELECTED EQUIPMENT PRIOR TOCONSTRUCTION. ADJUST PANEL LAYOUTS ASREQUIRED.

13. ALL OUTDOOR RECEPTACLES TO BE TAMPERPROOF GROUND FAULT INTERRUPTERS (GFI)W/ WEATHER PROOF COVER.

14. ALL DISCONNECTS, METERS AND GUTTERSSHALL BE GROUNDED AND BONDED.

15. GROUNDING PIGTAILS SHALL BE INSTALLEDIN EACH BOX.

KEYNOTES:

PROVIDE 4" DEEP SAFE PAN WITH WAGNER WS-1 WETSWITCH INTERLOCKED WITH CONTROLS TO SHUT UNITDOWN ON DETECTION OF WATER IN SAFE PAN.

PROVIDE SMOKE DETECTOR IN SUPPLY AIR TO SHUT UNITDOWN ON DETECTION OF SMOKE.

1

2

HVAC NOTES:

1. ALL WORK TO COMPLY WITH LOCAL CODES & 2015 ICCCODES.

2. ALL DUCTWORK TO BE LATEST EDITION OF SMACNASTANDARDS.

3. REFRIGERANT LINES TO BE SIZED PER MANUFACTURERSRECOMMENDATIONS. INSULATE SUCTION LINES WITH 1"THICK TUBING INSULATION.

4. PROVIDE DUCT SMOKE DETECTORS AS PER CODE.

5. ALL FLEX DUCT BRANCHES TO HAVE VOLUME DAMPERS.

6. EXHAUST FAN DUCT TO BE SHEET METAL. PROVIDE WALLCAPS W/ BIRD SCREEN. FANS TO HAVE BACK DRAFTDAMPER. INTERLOCK FANS WITH LIGHT SWITCHES.

REQUIRED OUTDOOR VENTILATION AIR:

AS PER TABLE 403.3 OF THE 2015 INTERNATIONALMECHANICAL CODE, PROVIDE HARD DUCTWAYS W/ MANUALDAMPERING TO EXTERIOR OF BUILDING FOR EACH HVACBLOWER UNIT.

NOTE: COORDINATE WITH OWNER ON FINAL LOCATIONS ANDHVAC TONAGE CALCULATIONS PRIOR TO CONSTRUCTION

PLUMBING NOTES:

1. PERFORM ALL PLUMBING WORK IN ACCORDANCE WITHAPPLICABLE LOCAL, STATE, AND NATIONAL CODES.

2. MOUNT ALL WATER SHUTOFFS IN CASEWORK AT 16"AFF. CHECK EQUIPMENT PLAN FOR CASEWORKCONFLICTS. ALL EXPOSED PIPING TO HAVE CHROMEFINISH AND ESCUTCHEON WALL PLATES.

3. FILTERED WATER REQUIRED FOR DRINK DISPENSERAND ICE MACHINE. THIS PIPING SHOULD BE COPPER ORPEX IF CODE ALLOWS.

4. FILTERED LINES ARE COLD ONLY. FLUSH ALL FILTEREDLINES FOR 30 MINUTES MINIMUM PRIOR TOCONNECTING EQUIPMENT.

5. COORDINATE ALL EQUIPMENT CONNECTIONS WITHSUPPLIERS AND INSTALLERS TO ENSURE CORRECT ANDCOMPATIBLE OUTLETS.

6. FLOOR DRAINS (FD) SHOULD BE INSTALLED JUSTBELOW FLOOR LEVEL WITHOUT COLLARS OR LIPS.SLOPE FLOOR TO DRAINS.

7. ALL PLUMBING FIXTURES TO BE SUPPLIED ANDINSTALLED BY PLUMBING CONTRACTOR.

8. VERIFY WITH OWNER PRIOR TO CONSTRUCTION OF ANYEQUIPMENT USING CITY GAS AND PIPE ACCORDINGLY.

9. PROVIDE ANTI-SIPHON DEVICES ON ALL THREADEDFAUCETS, SUCH AS MOP SINK AND 3- COMPARTMENTSINK.

10. MECHANICAL EQUIPMENT CONDENSATE DRAINS SHALLNOT DISCHARGE ONTO A STREET, ALLEY OR SIDEWALKSO AS NOT TO CAUSE A NUISANCE. TIE INTO ADJACENTSEWER LINES WHEN OTHER LOCATIONS AREUNAVAILABLE.

11. PROVIDE FLOOR DRAIN W/ COVER AND HOT/COLDWATER SERVICE AT TRASH ENCLOSURE.

4 SCALE: NONETYPICAL HORIZONTAL AIR HANDLER UNIT DETAIL

RETURN AIR DUCTAHU

3" DEEP SAFE PAN, COATINSIDE WITH COAL TAR EPOXY

WET SWITCH INTERLOCKWITH CONTROLS

ELECTRIC STRIP HEATER

AD

OUTSIDE AIR

SUPPLY AIR

1 X 4 LAY-IN LED FIXTURE

LIGHTING/POWER - RESTROOM

SPACE

AHU-160/2#6

---- --

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE


10'x15'

10'x10'

10'x10'

10'x10'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

5'x5'

5'x5'

5'x5'

5'x7.5'

5'x7.5'

5'x5'

5'x5'

CORRIDOR

CORRIDOR

CORRIDOR

COR

RID

OR

EXITB-6,8

EXIT

EXIT

EXIT

EXIT

NEW SURFACE MOUNT NEMA-3R LOCKABLE120/240V 1Ø 200A ELECTRICAL PANEL W/OVERHEAD FED SERVICE METER FROM NEW

POWER POLE AT ROAD

CU-2B-7,9

WPGFI

WPGFI

A

A

AHU-26-TON

A

A

AE

A

A

A

A

A

A

A

A

AE

A

AE

A

A

A

A

A

A

A

A

A

AE

A

AE

A

A

A

A

A

A

A

A

A

TIE ALL LIGHTS TO TIMER SWITCHCONTROLS AS EACH DOOR

B-1

B-3

B-2

B-4

10'x15'

10'x10'

10'x10'

10'x10'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x25'

10'x20'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

10'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

7.5'x10'

5'x5'

5'x5'

5'x5'

5'x7.5'

5'x7.5'

5'x5'

5'x5'

CORRIDOR

CORRIDOR

CORRIDOR

COR

RID

OR

AHU-26-TON

1 2

UNIT INSTALLED ON PLATFORM W/RETURN AIR PLENUM BELOW AND THRUWALL RETURN AIR FILTER TO CORRIDOR

FRESH AIR INTAKE WALL GRILLE W/ BIRDSCREEN, HARD DUCT SUPPLY TO UNIT

160cfm

160cfm

160cfm

160cfm

160cfm 160cfm

160cfm

160cfm

160cfm

160cfm 160cfm

160cfm

160cfm

160cfm160cfm

NON-CLIMATE CONTROLLED UNITS, TYPICAL CROSS HATCHED AREAS

CU-2



GRADE




OFFICESERVICE

M

NEW SERVICE METER


LAMINATED I.D. TAG

PANELB/C

150A 1Ø120/240V

24-CIRM.L.O.

NEMA-3RLOCKABLE

project #:


MEP2.0

Mechanical /Electrical Plans -

C.C. Renov. 1

c

187409/04/2018jhjk

phase:


stamp:









Prie

n La

ke C

harle

s St

orag

e

Mis

cella

neou

s Ad

ditio

ns &

Ren

ovat

ions

2100

W. P

rien

Lake

Roa

dCa

lcas

ieu

Paris

hLa

ke C

harle

s, L

ouis

iana

706

05

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

2 SCALE: 1/8" = 1'-0"MECHANICAL PLAN



A


1 X 4 WALL MOUNT LED FIXTUREAMP.SERVING

DESCRIPTION: PANEL

WIREWIRE

19

21

17

23

7

15

13

119

5

1

3

AMP.

B

CKT


BKR

VOLT:PHASE:WIRE: 3

BKRSERVING

20

8

14

10

6

2

4

CKT

120/240

SINGLE

18

16

22

24

150A

SURFACE MOUNT--

12


20/1#12 LIGHTING - SW CORRIDOR#1220/1LIGHTING - E CORRIDOR

#1220/1 20/1#12

#1220/1

ELECTRICAL NOTES:


2. ELECTRICAL CONTRACTOR SHALL BERESPONSIBLE FOR ALL LOAD DESIGN REQUIREDFOR ALL LIGHTING POWER, MECHANICALEQUIPMENT AND ANY OTHER MECHANICALEQUIPMENT AND ANY OTHER EQUIPMENTREQUIRED AS PART OF THIS PROJECT.




6. CONTRACTOR SHALL COORDINATE CONNECTIONOF NEW DEVICES SUCH THAT THE MAXIMUMLOAD ON ANY ONE 20 AMP, 1 POLE CIRCUITSHALL NOT EXCEED EIGHT (8) 2X4, 4 LAMPFLUORESCENT FIXTURES (OR EQUIVALENTNUMBER OF LAMPS) OR SEVEN (7) GENERALPURPOSE CONVENIENCE OUTLETS.






12. VERIFY POWER REQUIREMENTS WITHMANUFACTURERS RECOMMENDATIONS ON ALLOWNER SELECTED EQUIPMENT PRIOR TOCONSTRUCTION. ADJUST PANEL LAYOUTS ASREQUIRED.

13. ALL OUTDOOR RECEPTACLES TO BE TAMPERPROOF GROUND FAULT INTERRUPTERS (GFI) W/WEATHER PROOF COVER.

14. ALL DISCONNECTS, METERS AND GUTTERS SHALLBE GROUNDED AND BONDED.

15. GROUNDING PIGTAILS SHALL BE INSTALLED INEACH BOX.

LIGHTING - NW CORRIDOR POWER - RECEPTACLE INTERIOR

POWER - EXTERIOR GFI

SPACESPACE

SPACE SPACE

AE 1 X 4 WALL MOUNT LED FIXTURE WITH EMERGENCY BALLAST

SPACE

SPACESPACESPACE

KEYNOTES:



1

2

HVAC NOTES:










CU-1 40/2 #8

-- ----

SPACE

SPACE

SPACE

AHU-160/2#6

---- --

SPACESPACE

SPACE

SPACE


5'x5'

10'x10' 10'x10'

5'x10'

10'x10'

10'x10'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

8'x15'

8'x20'

CORRIDOR

EXIT

EXIT

TIE ALL LIGHTS TO TIMER SWITCHCONTROLS AS EACH DOOR

CU-3

NEW SURFACE MOUNT NEMA-3R LOCKABLE 120/240V1Ø 200A ELECTRICAL PANEL W/ OVERHEAD FED SERVICE

METER FROM NEW POWER POLE AT ROAD

AE

A

A

A

A

A

A

A

AE

A

A

A

C-1

A

A

AE

A

A

A

A

A

C-6,8

AHU-35-TON

WPGFI

C-5,7

WPGFI

C-2

C-4



GRADE




OFFICESERVICE

M

NEW SERVICE METER


LAMINATED I.D. TAG

PANELB/C

150A 1Ø120/240V

24-CIRM.L.O.

NEMA-3RLOCKABLE

5'x5'

10'x10' 10'x10'

5'x10'

10'x10'

10'x10'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

10'x15'

10'x20'

8'x15'

8'x20'

CORRIDOR

AHU-35-TON

1 2

UNIT INSTALLED ON PLATFORM W/RETURN AIR PLENUM BELOW AND THRUWALL RETURN AIR FILTER TO CORRIDOR

FRESH AIR INTAKE WALL GRILLE W/ BIRDSCREEN, HARD DUCT SUPPLY TO UNIT

NON-CLIMATE CONTROLLED UNITS, TYPICAL CROSS HATCHED AREAS

165cfm

165cfm165cfm165cfm165cfm165cfm165cfm

165cfm165cfm165cfm165cfm165cfm

CU-3

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

project #:


MEP3.0

Mechanical /Electrical Plans -

C.C. Renov. 2

c

187409/04/2018jhjk

phase:


stamp:









2 SCALE: 1/8" = 1'-0"MECHANICAL PLAN

Prie

n La

ke C

harle

s St

orag

e

Mis

cella

neou

s Ad

ditio

ns &

Ren

ovat

ions

2100

W. P

rien

Lake

Roa

dCa

lcas

ieu

Paris

hLa

ke C

harle

s, L

ouis

iana

706

05

AMP.SERVING

DESCRIPTION: PANEL

WIREWIRE

19

21

17

23

7

15

13

119

5

1

3

AMP.

C

CKT


BKR

VOLT:PHASE:WIRE: 3

BKRSERVING

20

8

14

10

6

2

4

CKT

120/240

SINGLE

18

16

22

24

150A

SURFACE MOUNT--

12

20/1#12 LIGHTING - E CORRIDOR#1220/1LIGHTING - W CORRIDOR

#1220/1 20/1#12

ELECTRICAL NOTES:


2. ELECTRICAL CONTRACTOR SHALL BERESPONSIBLE FOR ALL LOAD DESIGN REQUIREDFOR ALL LIGHTING POWER, MECHANICALEQUIPMENT AND ANY OTHER MECHANICALEQUIPMENT AND ANY OTHER EQUIPMENTREQUIRED AS PART OF THIS PROJECT.




6. CONTRACTOR SHALL COORDINATE CONNECTIONOF NEW DEVICES SUCH THAT THE MAXIMUMLOAD ON ANY ONE 20 AMP, 1 POLE CIRCUITSHALL NOT EXCEED EIGHT (8) 2X4, 4 LAMPFLUORESCENT FIXTURES (OR EQUIVALENTNUMBER OF LAMPS) OR SEVEN (7) GENERALPURPOSE CONVENIENCE OUTLETS.






12. VERIFY POWER REQUIREMENTS WITHMANUFACTURERS RECOMMENDATIONS ON ALLOWNER SELECTED EQUIPMENT PRIOR TOCONSTRUCTION. ADJUST PANEL LAYOUTS ASREQUIRED.

13. ALL OUTDOOR RECEPTACLES TO BE TAMPERPROOF GROUND FAULT INTERRUPTERS (GFI) W/WEATHER PROOF COVER.

14. ALL DISCONNECTS, METERS AND GUTTERS SHALLBE GROUNDED AND BONDED.

15. GROUNDING PIGTAILS SHALL BE INSTALLED INEACH BOX.

POWER - EXTERIOR GFI POWER - INTERIOR

SPACESPACE

SPACE

SPACE SPACE

SPACE

SPACESPACESPACE

KEYNOTES:



1

2

HVAC NOTES:












A


1 X 4 WALL MOUNT LED FIXTURE


AE 1 X 4 WALL MOUNT LED FIXTURE WITH EMERGENCY BALLASTCU-3 40/2 #8

-- ----

SPACE

SPACESPACE

AHU-360/2#6

---- --

SPACESPACE

SPACE

SPACE
