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CHRISTOPHER

A.

WILSON

#9269

S

TA T E O F M A I N

E

R

N

P

I

GNE

F O

LANOISS

N DE

L IC S E

G

ID

R T H

TULOS

LI

V

C

TS

AEHTRO

(208V) 4#2 AWG & #8 GND, 1-1/4"C

(480V) 2#8 AWG & #10 GND, 1-1/4"C

(SPARE), 1-1/4"C

RISE ABOVE GROUND & PENETRATE BUILDING

EXTERIOR IN RIGID STEEL CONDUIT TO MINIMUM

24" AFG. STUB SPARE INSIDE BUILDING.

ROUTE IN SURFACE

EMT TO PANELS.

SEE SHEET E-101

FOR CONTINUATION

BOAT

MAINTENANCE

BUILDING

EXISTING

COAST GUARD

STATION

VEHICLE

ENTRANCE

(TUNNEL)

COAST GUARD

HAZMAT

BOUY STORAGE

RAMP

FU

EL

T

AN

K

SHED

EXIST

SHED

HAZ-MAT SUPPLY BOXES

JOHAN N BUI SMAN

JI M FI SHER

Northeast Civil Solutions

. S.

U OC

A

ENGINEERING UNIT

EX

L

E

I N

PROVIDENCE

CIVIL

NG

NEER

U

D

GNI

511 Congress St., Suite 200, Portland ME 04101 P: (207) 775-5401 F: (207) 772-4762 www.amec.com

CONSULTANTS

U. S. COAST GUARD

CIVIL ENGINEERING UNIT

USCG. CEU PROVIDENCE

475 KILVERT STREET

WARWICK, RI 02886

ER I NGENIGNE

NI

CE

L L E N

U CO

A S

U A

ISSUE

MARK DATE DESCRIPTION

A/E PROJECT NO:

CAD FILE NAME:

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

SCALE:

SHEET TITLE

PLOT SCALE:

PROJECT NUMBER DRAWING NUMBER

DISCIPLINE/SHT NO

SHEET OF

REVIEWED BY: REVIEWED BY: REVIEWED BY:

PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR

APPROVING OFFICER DATE

3 421

B

1" = 20'-0"

ISSUED FOR CONSTRUCTION06-23-14

ELECTRICAL SITE PLAN

ES-101 19

LAM

ELECTRICAL

MESOUTHWEST HARBOR

CG SFO SOUTHWEST HARBOR

CONSTRUCT BMF AND RPR CONC PAVT

D. CASS D. GLASS A. JACOBS

A. A. JACOBS, BY

P35789533578953

TR

P3578953d19

3618138332

CAW

NOTE:

1. SEE SHEET E-001 FOR LEGEND, ABBREVIATIONS

AND GENERAL NOTES.

2. FOR WORK PREFORMED AT EXISTING BUILDINGS:

SCALE: 1" = 20'-0"A1 SITE PLAN

10' 20' 40'0

KEYED NOTES:

LOCATION OF EXISTING PANELBOARDS

PP1 - 480Y/277V & PP2 - 208Y/120V

LOCATION OF EXISTING COMMUNICATIONS ROOM AND

INFRASTRUCTURE ON THE 2ND FLOOR OF THE

STATION BUILDING. INSTALL TERMINATION EQUIPMENT

AND EXTEND NEW COMMUNICATION CABLING THROUGH

THE STATION BUILDING AND UNDERGROUND TO NEW

BMF PER USCG REQUIREMENTS.

ROUTE NEW COMMUNICATIONS CABLING CONCEALED

ABOVE ACCESSIBLE CEILINGS IN FINISHED AREAS

AND IN EMT WHERE EXPOSED INSIDE MAINTENANCE

SHOP.

COMMUNICATION SERVICE CONDUIT: 1-4� SCHEDULE

80 PVC WITH (1) 1-1/4� INNERDUCT FOR

INSTALLATION OF COMMUNICATIONS CABLING PER

USCG ELECTRONIC SYSTEM REQUIREMENTS INCLUDING

IN THE SPECIFICATIONS. NEW 25-PAIR CAT 5E

OUTSIDE PLANT CABLE SHALL BE INSTALLED LOOSE

AND NEW 6 STRAND SINGLE MODE FIBER OPTIC

OUTSIDE PLANT CALBE INSTALLED IN THE

INNDERDUCT.

1. USE CARE TO PROTECT ALL EXISITNG FINISHES.

2. REMOVE AND SALVAGE EXISTING CELING TIEL AND

GRID AS REQUIRED TO INSTALL CONDUITS AND

CABLES.

3. INSTALL SALVAGE CEILING TILES AND GRID AT

COMPLETION OF WORK. REPLACE ALL TIEL AND

GRID DAMAGED DURING THE WORK AT NO COST

THE GOVEREMENT.

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1 2 3 4 5

A.9

A.1

A.8

A.2

PANEL BP1

208Y/120V

100A MCB

BP1-4

BP1-1,3,5

PB

WP

BP1-14

BP1-2

RH

EF

BP1-4

BP1-4 WPBP1-4WP

BP1-11

BP1-9

BP1-

BP1-7BP1-13,

15,17

2 1

BP1-19,21,23

30AS

20AF

BP1-12

BP1-6

S S3a

BP1-8

Cb Cb Cb Cb

Cb

Cb Cb Cb Cb

S S3a 3b

BP1-10

WP A

Ba

CHAIN HUNG

26'-0" A.F.F. (TYP. 12)

MOUNT APPROX.

9'-4"+/- A.F.F. (TYP. 9)

MOUNT 20'-0" A.F.F. (TYP. 4)

REFERENCE ARCH BLDG

ELEVS FOR HORIZONTAL

LOCATIONS

3b

LIGHT FIXTURE SCHEDULE

TYPE DESCRIPTION MOUNTING NOTES

LED ARCHITECTURAL WALL MOUNT EXTERIOR FIXTURE WITH FULL

CUTOFF TYPE 3 DISTRIBUTION, INTEGRAL PHOTOCELL CONTROL,

AND DARK BRONZE FINISH

73W LED

3500K SURFACE WALL

SINGLE FACE LED EXIT SIGN WITH INTEGRAL

MAINTENANCE FREE BATTERY BACKUP.

UL LISTED FOR WET LOCATION

LED

INCLUDED SURFACE WALL

DUAL HEAD EMERGENCY LIGHTING UNIT WITH INTEGRAL

MAINTENANCE FREE BATTERY BACKUP.

UL LISTED FOR WET LOCATION

2-7.2W

HALOGEN SURFACE WALL

LAMP

QUANTITY

& TYPE

8' SEALED AND GASKETED LED INDUSTRIAL FIXTURE WITH

POLYCARBONATE LENS. MEDIUM LUMEN OUTPUT (9800 MIN.)

105W LED

4000K

STAINLESS

STEEL CHAIN

HUNG

SURFACE WALL

NOTES

CONTRACTOR SHALL CAPTURE ALL AVAILABLE EFFICIENCY MAINE INCENTIVES FOR LIGHTING FIXTURES AS SPECIFIED AND SUBMIT

APPLICATIONS AND PRODUCT DATA ON BEHALF OF THE OWNER DURING CONSTRUCTION.

120V

8' SEALED AND GASKETED LED INDUSTRIAL FIXTURE WITH

POLYCARBONATE LENS. MEDIUM LUMEN OUTPUT (9800 MIN.)

105W LED

4000K

PROVIDE WITH ADDITIONAL CAPACITY

FOR REMOTE HEAD(S) AS INDICATED.

AM

AM

kVA LOAD

A B C C

T N

. A B C kVA LOAD

T N

A B C

DIRECTORY

0.6

20 2

RECEPTACLES

DIRECTORY

0.9

0.9

VOLTAGE:

MOUNTING:

MAIN BREAKER

NOTES:

SC RATING:

GROUND BUS

NEUTRAL BUS

6.35.8 6.3 2.1 1.2 1.2

22.7

7.9

7.5

7.5

10,000 AIC

120V/208Y

SURFACE

SUB-TOTAL

AMP TRIP

WIRE4PHASE3 AMP BUS

LOCATION:

PANEL NO.:

SUB-TOTAL

BMF BUILDING

BP1TOTAL kVA

TOTAL kVA A

TOTAL kVA C

TOTAL kVA

HEATERS

OVERHEAD DOOR (3/4HP)

0.7

1.2

1.2

EF-1 (1/2HP)

EF-2 (1/2HP)

WELDING RECEPTACLE

CRANE 30

RECEPTACLES

OVERHEAD INTERIOR LIGHTS

PERIMETER INTERIOR LIGHTS

1.0

EMERGENCY LIGHTS

TELCOM RACK

SPARE

SPARE

SURGE PROTECTION DEVICE

EXTERIOR LIGHTS0.3

0.2

SPACE

0.2

400A

100/315/3

"PP1"

480V,3PH,3

W

400A MCB

150kVA

DRY-TYPE

480V-

208Y/120V

3PH,4W

"PP2"

208Y/120

400A

MCB

EXISTING FEEDER 8320V,3PH,3W

WELDING

RECEPTACLE

480V,1PH,

20A/3P

"BP1"

208Y/120V, 100A MCB

NEMA 4X

300kVA

PAD-MOUNT

TRANSFORMER

8320/4800V-

480V,3PH,3W

FROM EXISTING

SUBSTATION

30AS

NEMA

4X

SPD

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

As indicated

POWER & LIGHTING PLANS

E-101 20

P3578953d20

PLAN

NORTH

4' 8' 16'0SCALE: 1/8" = 1'-0"A1 FIRST FLOOR POWER PLAN

SCALE: 1/8" = 1'-0"A3 FIRST FLOOR LIGHTING PLAN

4' 8' 16'0

1. SEE SHEET E-001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES

PROVIDE 480V, 1PH, 20A/3 POLE WEATHERPROOF DISCONNECT SWTICH WITH WELDING

RECEPTACLE, W/ NEW PLUG TO MATCH EXISTING USCG 480V SHOP WELDER. SURFACE

MOUNT TO EXTERIOR CONCRETE WALL AT 24" AFG TO BOTTOM.

2#8 AWG & #10 GND, 1-1/4"C BRANCH CIRCUIT TO 480V WELDING RECEPTACLE.

4#2 AWG & #8 GND, 1-1/4"C FEEDER TO NEW 208Y/120V PANELBOARD BP1 FROM

PP1.

PROVIDE 208V, 1PH, 50A/3 POLE WEATHERPROOF WELDING RECEPTACLE W/NEW PLUG TO

MATCH EXISTING USCG 208V SHOP WELDER. SURFACE MOUNT TO INTERIOR CONCRETE

WALL AT 24" AFG. CONDUCTORS SHALL BE 2#8AWG & #10GND, 3/4"C.

PROVIDE NEW BREAKER IN EXISTING 480V PANEL (WESTINGHOUSE TYPE PRL4) TO MATCH

EXISTING STYLE AND RATINGS.

PROVIDE NEW BREAKER IN EXISTING 208V PANEL (WESTINGHOUSE TYPE PRL1) TO MATCH

EXISTING STYLE AND RATING.

PROVIDE SINGLE POINT POWER POINT CONNECTION TO BRIDGE CRANE CONTROLLER -

FURNISHED WITH CRANE SYSTEM. CONDUCTORS SHALL BE 3#10AWG & #10 GND, 3/4"C.

SEE BID OPTION #1 ON SHEET G-001.

TELCOMMUNICATIONS EQUIPMENT LOCATION. REFER TO USCG ELECTRONICS SYSTEM

REQUIREMENTS CONTAINED IN THE SPECIFICATIONS. FURNISH AND INSTALL NEMA 4X

ENCLOSURE WITH HINGED COVER LARGE ENOUGH TO HOUSE THE FOLLOWING: MIN. 18U

TALL, 19� WIDE, 24� DEEP COMMUNICATIONS RACK, TERMINATIONS OF 25 PAIR CAT 5E

COPPER AND 6 STRAND SINGLE MODE FIBER OPTIC OUTSIDE PLANT CABLES, A 20A QUAD

RECEPTACLE, TELECOMMUNICATIONS GROUDING BUS-BAR (TGB), AND A 60WATT, 70V TALK

BACK PUBLIC ADDRESS SYSTEM AMPLIFIER TO BE COMPATABLE WITH THE EXISTING

SYSTEM. ENCLOSURE SHALL BE WALL MOUNTED USING STAINLESS STEEL STRUT. OUTSIDE

PLANT CABLE SHALL BE ROUTED FROM STATION BUILDING AS INDICATED ON ES-101.

PROVIDE (1) 5/8� X 10� COPPER CLAD GROUND ROD BONDED TO BP1 EQUIPMENT

GROUND BUS, BUILDING STEEL, AND TELECOMMUNICATIONS RACK GROUND BUS.

PROVIDE PANELBOARD STYLE NIPPLE MOUNTED SURGE SUPPRESSION DEVICE WITH MIN.

100KA WITHSTAND RATING. CONNECT TO BP1-20,22,24 PER MANUFACTURER�S

RECOMMENDATIONS

SCALE: NOT TO SCALEB3 ONE LINE DIAGRAM

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P R O X .E

R I NGENIGNE

C E L L E N

U A

1t

SCALE:A2 DRAWING BLOCK TITLE

1/4" = 1'-0"

ROOM NAME

GRAPHIC SCALE

AE-606

INDICATES ELEVATION LETTER AND NUMBER

INDICATES SHEET WHERE ELEVATION IS SHOWN

EXTERIOR ELEVATION

A1

AE-101

SIM

INDICATES SECTION LETTER AND NUMBER

INDICATES SHEET WHERE SECTION IS SHOWN

SECTION

AE-222

A1 SIM

INDICATES DETAIL LETTER AND NUMBER

INDICATES SHEET WHERE DETAIL IS SHOWNDETAIL

AREA OF DETAIL

AE-222

INDICATES ELEVATION LETTER AND NUMBER

INDICATES SHEET WHERE ELEVATION IS SHOWN

INTERIOR ELEVATION

ROOM/AREA NAME

ROOM NO.

ROOM/AREA

IDENTIFIER

WINDOW TAG INDICATOR

DOOR TAG INDICATOR

KEYED NOTE

DEMOLITION KEYED NOTE

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

COVER SHEET

G-001 1

TJK

GENERAL

DIRECTION

ALM

P3578953d01

MSD

NO. SHEET SEQUENCE DRAWING NAME

G-001 1 OF 20 COVER SHEET

C-101 2 OF 20 EXISTING CONDITIONS PLAN

C-102 3 OF 20 GRADING AND DRAINAGE PLAN

C-102A 4 OF 20 EROSION CONTROL PLAN

C-103 5 OF 20 SITE AND UTILITY PLAN

C-104 6 OF 20 CONSTRUCTION DETAILS

C-105 7 OF 20 DECK REPAIR PLAN

S-001 8 OF 20 STRUCTURAL NOTES

S-101 9 OF 20 FOUNDATION PLAN

S-102 10 OF 20 CRANE RAIL FRAMING

S-501 11 OF 20 FOUNDATION DETAILS

S-502 12 OF 20 SECTIONS AND DETAILS

A-101 13 OF 20 FLOOR & RCP PLANS

A-201 14 OF 20 EXTERIOR ELEVATIONS

A-301 15 OF 20 SECTIONS & DETAILS

A-601 16 OF 20 WINDOW & DOOR ELEVS

M-101 17 OF 20 FLOOR PLAN

E-001 18 OF 20 LEGEND, ABBRS & NOTES

ES-101 19 OF 20 ELECTRICAL SITE PLAN

E-101 20 OF 20 POWER & LIGHTING PLANS

USCG SECTOR FIELD OFFICE SOUTHWEST HARBOR

SOUTHWEST HARBOR, MAINE

HANCOCK COUNTYPROJECT DESCRIPTION

BUILDING CODE INFORMATION

LEGEND

ABBREVIATIONS

DRAWING LIST

CONSTRUCT BOAT MAINTENANCE FACILITY

& REPAIR CONCRETE PAVEMENT

CIVIL ENGINEERING UNIT PROVIDENCE

UNITED STATES COAST GUARD

SINGLE STORY PRE-ENGINEERED METAL BUILDING

CODE ANALYSIS

USE GROUP: S-1; MODERATE HAZARD STORAGE

CONSTRUCTION TYPE: IIB

AREA: 2554 SF

HEIGHT: 35'-11"

NON-SPRINKLERED REQUIRED PROVIDED

EXIST ACCESS TRAVEL DISTANCE: 200' MAX

NUMBER EXITS: 1 2

COMMON PATH OF TRAVEL: 100' MAX

OCCUPANT LOAD: 1 PERSON/500SF 5

FIRE RATING REQUIREMENTS

STRUCTURAL FRAME: 0 HR 0 HR

NON-BEARING WALLS 0 HR 0 HR

(BASED ON SEPERATION DISTANCE > 30'-0")

ROOF CONSTRUCTION 0 HR 0 HR

INTERNATIONAL BUILDING CODE (IBC) 2012

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE/SEI 7-10)

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11)

STEEL CONSTRUCTION MANUAL AISC 14TH EDITION

INTERNATIONAL MECHANICAL CODE (IMC)

NFPA 54, NATIONAL FUEL GAS CODE

NFPA 58, LIQUEFIED PETROLEUM GAS CODE

ASHRAE 90.1-2010, ENERGY STANDARD FOR BUILDINGS

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (MARCH 2013)

INTERNATIONAL FIRE CODE (IFC) (2012 ED)

NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE (2012 ED)

NFPA 30A, CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES

STANDARD (2012 ED)

NFPA 101, LIFE SAFETY CODE (2012 ED)

& AND

@ AT

± PLUS OR MINUS

ACT ACOUSTICAL CEILING TILE

BLDG BUILDING

BOS BOTTOM OF STEEL

BOT BOTTOM

CPT CARPET

CONC CONCRETE

CT CERAMIC TILE

CW CLEAR WIDTH

DEMO DEMOLITION

DIA DIAMETER

DR DOOR

DET DETAIL

DWG DRAWING

EA EACH

ELEC ELECTRICAL

ELEV ELEVATION

EXIS EXISTING

FD FLOOR DRAIN

FF FINISH FLOOR

FIN FINISH

FLR FLOOR

F.0. FACE OF

FT FOOT, FEET

GA GAUGE

GALV GALVANIZED

GFI GROUND FAULT INTERCEPT

GWB GYPSUM WALL BOARD

HGT HEIGHT

HVAC HEATING, VENTILATION AND AIR CONDITIONING

LF LINEAR FOOT

LOC LOCATION

LTG LIGHTING

LVL LAMINATED VENEER LUMBER (ENGINEERED LUMBER)

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OH OVERHEAD

PLYWD PLYWOOD

P.T. PRESSURE TREATED

PWR POWER

RTG RATING

RM ROOM

SECT SECTION

SHT SHEET

SIM SIMILAR

SQ FT. SQUARE FOOT, SQUARE FEET

THK THICKNESS

THRU THROUGH

TOS TOP OF STEEL

TPO THERMOPLASTIC POLYOLEFIN

TS TUBE STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VCB VINYL COVE BASE

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

LOCATION MAP

SCALE: NONE

VICINITY MAP

SCALE: NONE

3578953

BID OPTION LIST

BID OPTION 1: OVERHEAD TRAVELLING CRANE.

PROVIDE AND INSTALL A 2-TON SINGLE HOIST

UNDERHUNG BRIDGE CRANE. PROVIDE ALL MATERIALS

FOR THE CRANE ITSELF, INCLUDING HOIST, CABLE,

MOTOR, WIRING AND CONTROLS, TROLLEYS, AND

RAILS. INSTALL PER THE DRAWING DETAILS AND

SPECIFICATION SECTION 41 22 31.15. PROVISIONS

FOR STRUCTURALLY SUPPORTING THE CRANE AND

PROVIDING SUFFICIENT POWER CAPACITY TO THE

BUILDING PANEL SHALL BE INCLUDED IN THE BASE

BID.

BID OPTION 2: UNDERSLAB CONTAINMENT TANK.

FORM AND INSTALL A CONCRETE ENCLOSURE BELOW

THE LOW POINT OF THE FLOOR SLAB AS SHOWN ON

S-101, IN DETAIL A3 ON S-502 AND KEYED NOTES

2 AND 3 ON A-101. BASE BID PROVIDES A SLOPED

FLOOR ONLY, WITH NO GRATE, AND NO CONTAINMENT

STRUCTURE (WALLS, SUMP), AND GRADE BEAMS AT

TANK LOCATION USING STANDARD GB-2 DIMENSIONS

AND REINFORCEMENT.

BID OPTION 3: DECK REPAIR #1:

CUT AND REMOVE 1,520 SF OF CONCRETE DECK AS

SHOWN ON SHEET C-103. EXCAVATE 18� OF

SUBGRADE AND REPLACE WITH 12� BANK RUN

GRAVEL, 6� CRUSHED GRAVEL AND 8� CAST IN

PLACE CONCRETE DECK.

BID OPTION 4: DECK REPAIR #2:

CUT AND REMOVE 22,550 SF OF CONCRETE DECK AS

SHOWN ON SHEET C-105. EXCAVATE 18� OF

SUBGRADE AND REPLACE WITH 12� BANK RUN

GRAVEL, 6� CRUSHED GRAVEL AND 8� CAST IN

PLACE CONCRETE DECK.

2014-06-25T08:29:00-0400

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2014-06-25T08:28:24-0400

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2014-06-25T08:27:38-0400

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2014-06-25T08:29:56-0400

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2014-06-25T08:31:51-0400

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2014-06-25T08:33:09-0400

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2014-06-25T08:34:08-0400

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E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

STRUCTURAL NOTES

S-001 8

EJG

STRUCTURAL

A. A. JACOBS BY

JJD

P4991006d08.dwg

DESIGN LOADS

1. THE DRAWINGS COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE FOLLOWING STANDARDS:

a. INTERNATIONAL BUILDING CODE (IBC) 2012

b. ASCE/SEI 7-10 �MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES�

2. BUILDING OCCUPANCY CATEGORY II

3. DEAD LOADS:

a. ROOF 20 PSF

4. LIVE LOADS:

a. ROOF 20 PSF

b. FLOORS 250 PSF

c. WEIGHT OF BOAT 40,000 LBS

d. TRAVEL LIFT WHEEL LOAD

(MARINE TRAVEL LIFT MODEL NO. 35 BFM) 18,000 LBS

e. OVERHEAD BRIDGE CRANE 2 TONS

5. SNOW LOADS:

a. GROUND SNOW LOAD (PG) 50 PSF

b. IMPORTANCE FACTOR (IS) 1.0

6. WIND LOADS:

a. BASIC WIND SPEED, 3-SECOND GUST (V) 115 MPH

b. EXPOSURE D

7. SEISMIC LOADS:

a. SPECTRAL RESPONSE ACCELERATIONS: SS 0.200

S1 0.080

b. IMPORTANCE FACTOR (IE) 1.0

c. SITE CLASSIFICATION D

d. SEISMIC DESIGN CATEGORY B

GENERAL NOTES

1. NOTES ON THESE DRAWINGS ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE

SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES. INCONSISTENCIES

BETWEEN THESE DRAWINGS AND THE SPECIFICATIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICERS TECHNICAL REPRESENTATIVE (COTR) PRIOR TO

PROCEEDING WITH THE AFFECTED PORTION OF THE WORK.

2. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH JOB SPECIFICATIONS AND

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE

DRAWINGS FOR LOCATIONS AND DIMENSIONS OF OPENINGS, CHASES, INSERTS, REGLETS,

SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.

3. THE TERM LICENSED ENGINEER IN THIS DOCUMENT REFERS TO AN ENGINEER LICENSED IN

THE STATE OR JURISDICTION CONTAINING THIS PROJECT.

4. MAKE NO DEVIATIONS FROM THE DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE COTR.

5. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. NOTIFY THE COTR OF DISCREPANCIES

BETWEEN THE NOTES, DRAWINGS, SPECIFICATIONS, AND EXISTING CONDITIONS BEFORE

PROCEEDING WITH THE AFFECTED PORTIONS OF THE WORK.

6. COORDINATE ALL WORK WITH THE OWNER TO MINIMIZE DISRUPTION TO OPERATIONS, AND

PROTECT EXISTING FACILITIES, STRUCTURES, AND UTILITIES FROM DAMAGE.

7. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE ONLY AFTER THE

STRUCTURAL WORK CONTAINED IN THE DRAWINGS IS COMPLETED. IT IS THE CONTRACTOR'S

SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE

SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THIS INCLUDES

THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR

TIEDOWNS. SUCH MATERIAL SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

COMPLETION OF THE PROJECT.

8. CONSIDER SECTIONS AND DETAILS SHOWN ON ANY STRUCTURAL DRAWINGS TO BE TYPICAL

FOR SIMILAR CONDITIONS AS DETERMINED BY THE ENGINEER.

9. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL PARTS OF THE WORK, INCLUDING DESCRIPTION

OF SHORING, AND CONSTRUCTION METHODS AND SEQUENCING WHERE APPLICABLE. NO

PERFORMANCE OF THE WORK SHALL COMMENCE WITHOUT REVIEW OF THE SHOP DRAWINGS BY

THE COTR.

10. ADHERE TO ALL APPLICABLE FEDERAL, STATE, AND MUNICIPAL LAWS, RULES, REGULATIONS, AND ORDINANCES, INCLUDING THE FEDERAL DEPARTMENT OF LABOR OCCUPATIONAL SAFETY

AND HEALTH ACT (OSHA).

FOUNDATION NOTES

1. FOUNDATION DESIGN IS BASED ON DRIVEN, CONCRETE FILLED STEEL END BEARING PILES.

2. EXTEND BOTTOM OF EXTERIOR GRADE BEAMS AT LEAST 5'-0"�BELOW THE FINAL EXTERIOR

GRADE

3. HORIZONTAL JOINTS ARE NOT PERMITTED IN THE WALLS OR SLABS UNLESS OTHERWISE NOTED.

4. PROTECT SOILS EXPOSED AT THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS

AGAINST ANY DETRIMENTAL CHANGE IN CONDITION, SUCH AS DISTURBANCE FROM RAIN OR

FROST. DRAIN SURFACE RUNOFF AWAY FROM THE EXCAVATIONS. ANTICIPATE GROUNDWATER IN

EXCAVATIONS AND EMPLOY APPROPRIATE DEWATERING MEASURES.

5. SLOPE EXCAVATIONS AS REQUIRED FOR STABILITY AND SAFETY OR PROVIDE SHEETING OR

SHORING IN ACCORDANCE WITH OSHA REQUIREMENTS. BRACED EXCAVATIONS SHALL BE

DESIGNED BY A LICENSED PROFESSIONAL ENGINEER.

CONCRETE NOTES

1. CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318)," AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301)." THE CONTRACTOR SHALL HAVE AVAILABLE ON SITE AT ALL TIMES A COPY OF ACI "FIELD REFERENCE MANUAL SP-15".

2. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 315, LATEST EDITION. WELDING OF

REINFORCEMENT SHALL NOT BE PERMITTED.

3. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR II. AGGREGATES SHALL CONFORM TO

ASTM C33 CLASS 3M.

4. CONCRETE MIX DESIGN:

a. READY-MIX CONCRETE MUST COMPLY WITH THE REQUIREMENTS OF ASTM C94, AND AS SPECIFIED

HEREIN. PROVIDE BATCH TICKET FOR EACH BATCH DISCHARGED AND USED IN WORK, INDICATING PROJECT NAME, MIX TYPE, MIX TIME, BATCH QUANTITY, AND PROPORTIONS OF INGREDIENTS.

JOB-SITE MIXING WILL NOT BE PERMITTED.

b. SUBMIT CONCRETE MIX DESIGNS TO THE COTR FOR REVIEW. NO CONCRETE SHALL BE PLACED

WITHOUT THE DESIGN MIX BEING REVIEWED BY THE COTR.

c. CONCRETE STRENGTH (f�c) SHALL BE 4,500 PSI AT 28 DAYS FOR PILE CAPS, GRADE BEAMS, FOUNDATION WALLS, PIERS, AND SLABS.

d. AGGREGATE: 3/4" NOMINAL MAXIMUM.

e. CONCRETE EXPOSED TO WEATHER SHALL HAVE 4% TO 6% ENTRAPPED AIR.

f. SLUMP: 4"(±1") BEFORE ADDITION OF HIGH RANGE WATER REDUCER OR PLASTICIZER. MAXIMUM

SLUMP AFTER ADDITIONOF ADMIXTURE SHALL BE 8 INCHES.

g. ADJUSTMENT TO CONCRETE MIXES: MIX ADJUSTMENTS MAY BE REQUESTED BY THE CONTRACTOR, WHEN CHARACTERISTICS OF THE MATERIALS, JOB CONDITIONS, WEATHER OR OTHER

CIRCUMSTANCES WARRANT, AT NO ADDITIONAL COST TO THE OWNER AND AS ACCEPTED BY THE

COTR. LABORATORY TEST DATA FOR THE REVISED MIX DESIGN AND STRENGTH DATA MUST BE

SUBMITTED AND ACCEPTED BY THE COTR BEFORE USING IN WORK.

h. WATER MAY BE ADDED AT THE PROJECT SITE ONLY IF THE MAXIMUM SPECIFIED WATER-CEMENT

RATIO AND SLUMP ARE NOT EXCEEDED. CONTRACTOR SHALL HAVE BATCH TICKET INDICATING

WATER AND CEMENT MIXED IN THE PLANT, AND SHALL RECORD THE WATER ADDED AS EVIDENCE

THAT THE WATER-CEMENT RATIO HAS NOT BEEN EXCEEDED.

5. COMPLETE SHOP DRAWINGS AND SCHEDULES OF ALL REINFORCING STEEL SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE COTR FOR REVIEW. PROVIDE NECESSARY ACCESSORIES TO HOLD

REINFORCEMENT SECURELY IN POSITION.

6. MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS NOTED

OTHERWISE

a. SURFACES CAST AGAINST AND PERMANENTLY IN CONTACT WITH EARTH: 3"

b. FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER: 2"

c. SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER: 1 1/2"

7. REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS AND AT INTERSECTIONS. PROVIDE LAPPED BARS AT SPLICES OR HOOKED BARS AT DISCONTINUOUS ENDS. PROVIDE CLASS B TENSION LAP

SPLICES FOR ALL REINFORCING UNLESS OTHERWISE SHOWN ON PLAN.

8. PROVIDE PVC SLEEVES WHERE PIPES PASS THROUGH EXTERIOR CONCRETE OR SLABS UNLESS NOTED

OTHERWISE.

9. COMPLETE INSTALLATION OF REINFORCEMENT AT LEAST 24 HOURS PRIOR TO THE SCHEDULED

CONCRETE PLACEMENT. NOTIFY THE COTR OF COMPLETION AT LEAST 24 HOURS PRIOR TO THE

SCHEDULED COMPLETION OF THE INSTALLATION OF REINFORCEMENT.

10. PLACE CONCRETE IN THE PRESENCE OF A REPRESENTATIVE OF AN APPROVED TESTING AGENCY.

11. DO NOT PLACE CONCRETE IN WATER OR ON FROZEN GROUND. PLACE CONCRETE WITHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT WHERE SHOWN OR NOTED. PROVIDE VERTICAL CONSTRUCTION JOINTS

AND STOPS IN CONCRETE WORK AT MIDSPAN OR AT POINTS OF MINIMUM SHEAR.

12. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX.

13. HOT WEATHER CONCRETING SHALL CONFORM TO ACI 305. COLD WEATHER CONCRETING SHALL

CONFORM TO ACI 306.

14. DELAY FLOATING AND TROWELING UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN. FINISHING

OF SLAB SURFACES SHALL COMPLY WITH THE RECOMMENDATIONS OF ACI 302 AND 304.

15. TROWEL FINISH AND SMOOTH TOP OF FOUNDATION WALL. TYPE B SURFACE IS REQUIRED FOR ALL CAST

IN PLACE CONCRETE WORK UNLESS NOTED OTHERWISE.

16. PROVIDE 7 DAY CURING IMMEDIATELY AFTER FINISHING USING APPROVED CURING METHOD.

17. REPAIR CONCRETE EXHIBITING VOIDS, SPALLS OR OTHERWISE DAMAGED SURFACE WITH DRY PACK OR CEMENT GROUT AND FINISH FLUSH. AT THE DISCRETION OF THE COTR OR AS QUALIFIED BY TESTING, REMOVE AND REPLACE EXCESSIVE "HONEYCOMBS" AT THE EXPENSE OF THE CONTRACTOR.

METAL BUILDING NOTES

1. THESE NOTES ARE TO AUGMENT PROJECT SPECIFICATIONS. SEE PROJECT SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

2. DESIGN BUILDING TO SUPPORT HANGING MECHANICAL LOADS. SEE MECHANICAL DRAWINGS FOR MORE

INFORMATION.

3. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ROOF AND WALL PENETRATIONS.

4. SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS SEALED BY A LICENSED ENGINEER REGISTERED

IN THE STATE CONTAINING THIS PROJECT.

5. FOUNDATION DESIGN IS BASED ON ASSUMED BUILDING LOADS & FRAME SIZES. CONTRACTOR SHALL PROVIDE A REDESIGN OF THE FOUNDATIONS, SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE OF MAINE IF ACTUAL BUILDING LOADS AND FRAME SIZES EXCEED ASSUMED SIZES. SEE

BUILDING REACTION SCHEDULE ON SHEET S-101.

2014-06-25T08:35:00-0400

JACOBS.ALFRED.A.JR.1271168337

BUILDING FRAME REACTION SCHEDULE

LOCATION

Ry

Rx

MAX COLUMN

DEPTH AT BASE

PLATE

GRAVITY UPLIFT

A1/B1 15 KIPS -11 KIPS 5 KIPS 12 INCHES

A2/B2 26 KIPS -19 KIPS 6 KIPS 12 INCHES

A3/B3 26 KIPS -19 KIPS 7 KIPS 12 INCHES

A4/B4 26 KIPS -19 KIPS 6 KIPS 12 INCHES

A5/B5 15 KIPS -11 KIPS 5 KIPS 12 INCHES

A.1/1 17 KIPS -12 KIPS 3 KIPS 10 INCHES

A.9/1 17 KIPS -12 KIPS 3 KIPS 10 INCHES

A.2/5 14 KIPS -10 KIPS 4 KIPS 12 INCHES

A.8/5 14 KIPS -10 KIPS 4 KIPS 12 INCHES

1' - 5" 14' - 7" 16' - 0" 16' - 0" 14' - 7"

1' - 5"

64' - 0"

1'

PC-1

PC-1PC-1PC-1

PC-1 PC-1

P18P18 P18 P18

P18P18P18P18P18

P18

T.O.W. 99'-0" T.O.W. 99'-0"

7'

1' - 2"

SEE SLAB SCHEDULE ON SHEET S-501 FOR REINFORCING

TOP OF SLAB ELEVATION 100'-0" AT H.P., 99'-10" AT L.P.

"PC-1

GB-1

GB-1

H.P.

L.P.

SLOPE

SL

A2

S-502

CONTAINMENT TANK

SEE BID OPTION #2 ON SHEET G-001.

EQ

6'

8' - 0" 6' - 0" 9' - 2"

S2

B3

S3

S2

8'

DO

PE

N

IN

GB-3

GB-3

P14

(2) #5 HOOKED END

HAIR PINS (TYP)

COORDINATE WIND

COLUMNS WITH OH

DOOR MANUFACTURER

(VERIFY CLEARANCES)

S-501

B2

NOTE: DO NOT SAWCUT SLAB.

SLAB IS STRUCTURAL "ELEVATED" SLAB

S2S2

A4

T.O.W.

99'-0"

A3

S1

BOLLARD (SEE ARCH)

1. SEE SHEET S-001 FOR STRUCTURAL NOTES.

2. SEE SHEET G-001 FOR BID OPTIONS.

3. SEE SHEETS S-501 & S-502 FOR FOUNDATION DETAILS AND SECTIONS.

4. ALL ELEVATIONS NOTED ON STRUCTURAL DRAWINGS ARE BASED ON 100'-0" REFERENCED TO

LOCAL SURVEY DATUM OF 97.40'. SEE CIVIL DRAWINGS FOR MORE INFORMATION.

5. CONTRACTOR SHALL COORDINATE WITH BUILDING MANUFACTURER FOR REQUIRED COLUMN

SETTING REQUIREMENTS (e.g. GROUT, LEVELING, PLATES, THREADED PROJECTION & NUTS, BOLT

SIZES & LOCATIONS ETC).

6. GRID LINES AND GRID DIMENSIONS ARE TO CENTERS OF PILE CAPS AND PIERS- SEE METAL

BUILDING MANUFACTURER'S DRAWINGS FOR COLUMN LOCATIONS.

7. SEE METAL BUILDING NOTE 5 ON SHEET S-001 FOR POTENTIAL RE-DESIGN REQUIREMENTS.

B.O. INDICATES BOTTOM OF

CL INDICATES CENTER LINE

OH INDICATES OVER HEAD

T.O.P. INDICATES TOP OF PIER ELEVATION, T.O.P = 100'-6" (U.N.O.).

T.O.F. INDICATES TOP OF FOOTING/PILE CAP ELEVATION, T.O.F. = 97'-0" (U.N.O.).

T.O.W. INDICATES TOP OF WALL ELEVATION, T.O.W. = 104'-0" (U.N.O.).

H.P. INDICATES HIGH POINT ON FLOOR SLAB (SEE PLAN)

L.P. INDICATES LOW POINT ON FLOOR SLAB (SEE PLAN).

PXX INDICATES PIER TYPE, SEE SCHEDULE ON S-501.

PC-X INDICATES PILE CAP TYPE, SEE S-501.

GB-X INDICATES GRADE BEAM TYPE, SEE S-501.

INDICATES SLAB TYPE, SEE S-501.

INDICATES VERTICAL ROD BRACING PER BUILDING MANUFACTURER.

INDICATES CONCRETE FILLED STEEL PILES. SEE STEEL PILE NOTES FOR SIZE.

SX

LEGEND:

PILE (TYP)

6' - 7" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 6' - 7"

61' - 2"

EA

M

YP

GR

AD

BEAM TYP

CL GRADE

9'

1/

2" 9'

3'

N

TA

IN

M

EN

TA

S-

SE

DE

IL

PILE (SEE PLAN)

SLAB SLOPED TO CENTER

SEE SLAB SCHEDULE ON SHEET

S-501 FOR REINFORCING TOP OF

SLAB ELEVATION 94'-6" AT H.P.,

92'-6" AT L.P.

CONCRETE TANK

WALL (SEE PLAN

AND SECTIONS)

L.P.H.P.

7' - 4" 4"

G R

AD

E B

M

CL WALL & PILES

CL WALL & PILES

G R

AD

E B

SEE BID OPTION #2

ON SHEET G-001.

N

TA

IN

M

EN

LE

GT

PI

LE

V

AR

IE

STEEL PIPE PILE (SEE NOTE 1)

CONCRETE (SEE NOTE 3)

O.D. 8-5/8"A A

SECTION A-A

I.D. 8-3/16"

CONICAL POINT: VERSA-STEEL, INC

VS 900 OR EQUAL

60.00° 5/16

STEEL PILE NOTES:

1. STEEL PIPE PILES SHALL BE ASTM A252 GRADE 2 WITH AN OUTSIDE DIAMETER OF 8-5/8 INCHES

AND A WALL THICKNESS OF 7/32 INCHES.

2. PRIOR TO PLACEMENT OF CONCRETE, THE PILES SHALL BE INSPECTED TO CONFIRM FULL DEPTH

AND DRY CONDITIONS.

3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI.

4. CONTRACTOR SHALL SUBMIT A DESCRIPTION OF THE PILE DRIVING EQUIPMENT PRIOR TO DRIVING

PILES. THE SUBMITTAL SHALL INCLUDE A DESCRIPTION OF THE HAMMER, HAMMER CUSHION,

HELMET AND PILE CUSHON.

5. PILES SHALL ACHIEVE A CAPACITY OF 18 TONS.

6. PILES ARE END BEARING PILES AND SHALL BE DRIVEN TO BEDROCK TO ACHIEVE THE REQUIRED

CAPACITY. THE LENGTH OF PILES WILL VARY AS THE DEPTH OF BEDROCK VARIES UNDER

FOOTPRINT OF THE BUILDING. THE ESTIMATED AVERAGE LENGTHS OF PILES IS 15 FEET.

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

FOUNDATION PLAN

S-101 9

P4991006d09.dwg

1/8" = 1'-0"A3 FOUNDATION PLAN

NORTH4' 8' 16'0

1/8" = 1'-0"A1 PILE PLAN

1/4" = 1'-0"B3 PART PLAN - B.O. CONTAINMENT TANK 1/2" = 1'-0"B1 PILE DETAIL

2' 4' 8'0

1' 2' 4'0

2014-06-25T08:35:51-0400

JACOBS.ALFRED.A.JR.1271168337

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*W14x34 STEEL FRAMING PER

BUILDING MANUFACTURER

WALL GIRTS PER BUILDING

MANUFACTURER

C1

2-TON SINGLE HOIST

UNDERHUNG BRIDGE CRANE

SEE BID OPTION #1 ON

SHEET G-001.

14' - 7" 16' - 0" 16' - 0" 14' - 7"

*W14x34

61' - 2"

B1

S-102

*CRANE RUNWAY BEAMS

SHALL BE OF SIZE NOTED

OR APPROVED EQUIVALENT

1. SEE SHEET S-001 FOR STRUCTURAL NOTES.

2. SEEE SHEET G-001 FOR BID OPTIONS.

3. SEE SHEET S-502 FOR FRAMING DETAILS.

4. ALL ELEVATIONS NOTED ON STRUCTURAL DRAWINGS ARE BASED ON 100'-0" REFERENCED TO

LOCAL SURVEY DATUM OF 97.40'. SEE CIVIL DRAWINGS FOR MORE INFORMATION.

5. TOP OF RUNWAY BEAM ELEVATION = 126'-6" (U.N.O.). COORDINATE WITH CRANE MANUFACTURER AND

CRANE PICK REQUIREMENTS. SEE BID OPTION #1 ON SHEET G-001.

6. REFER TO CRANE MANUFACTURER FOR MORE INFORMATION. SEE BID OPTION #1 ON SHEET G-001.

7. GRID LINES AND GRID DIMENSIONS ARE TO CENTERS OF PILE CAPS AND PIERS- SEE METAL

BUILDING MANUFACTURER'S DRAWINGS FOR COLUMN LOCATIONS.

INDICATES VERTICAL ROD BRACING PER BUILDING MANUFACTURER.

OH INDICATES OVER HEAD

64' - 0"

3' - 10"

EXTENTS OF PICK AREA

56' - 4" 3' - 10"

5'

TE

N

C K A

RE

S-102

APPROX

4' - 2"

AP

PR

AP

PR

" APPROX

4' - 1"

COORDINATE OH DOOR

CLEARANCES WITH CRANE

PICK REQUIREMNTS

C2

B A

TE

N

C K A

5' - 4"

EXTENTS OF PICK AREA

29' - 4" 5' - 4"

H

EI

GH

TO

AR

AT

SEE BID OPTION #1

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

1/8" = 1'-0"

CRANE RAIL FRAMING

S-102 10

P4991006d10.dwg

1/8" = 1'-0"A3 CRANE RAIL FRAMING

4' 8' 16'0 1/8" = 1'-0"A1 CRANE PICK PLAN

1/8" = 1'-0"B1 CRANE PICK SECTION

2014-06-25T08:42:56-0400

JACOBS.ALFRED.A.JR.1271168337

I am approving this document

(2) #4 REINFORCING

BARS (4'-0" LONG) AT

ALL SLAB CORNERS (TYP.)

TOP OF BAR (-) 1 1/2"

FROM TOP OF SLAB

EDGE OF CONCRETE FLOOR

SLAB ON GRADE

FLOOR SLAB, SEE PLAN

3"

SLAB SCHEDULE

TYPE DEPTH TOP REINFORCING BOTTOM REINFORCING TEMPERATURE NOTES

S1 8" #5 @ 9" O.C. #5 @ 9" O.C. (1) LAYER OF REINFORCING

S2 8" #5 @ 6" O.C. #5 @ 6" O.C. (1) LAYER OF REINFORCING

S3 10" #5 @ 6" O.C. #5 @ 6" O.C. #5 @ 6" O.C. (2) LAYERS OF REINFORCING

GRADE BEAM SCHEDULE

TYPE SIZE WxD TOP REINFORCING BOTTOM REINFORCING STIRRUPS NOTES

GB-1 24"x24" (4) #5 (4) #5 #3 @ 10" O.C.

GB-2 24"x18" (4) #5 (4) #5 #3 @ 7" O.C.

GB-3 16" x 24" (4) #5 (4) #5 #3 @ 10" O.C.

PIER SCHEDULE

TYPE SIZE WxD VERTICAL REINFORCING STIRRUPS NOTES

P14 14"x14" (4) #5 (3) #3 @ TOP 5", BALANCE @ 8" O.C. PROVIDE #5 "U" BARS (SEE DETAILS)

P18 18"x18" (8) #5 (3) #3 @ TOP 5", BALANCE @ 8" O.C. PROVIDE #5 "U" BARS (SEE DETAILS)

COL

COL CONCRETE PILE CAP

PILE

(2) PILES SEE PLAN

#5 BARS W/ STD HOOK & 36"

EMBED. INTO PILE

#5 @ 8" O.C., T&B

CONTINUE GRADE BEAM

REINF THROUGH PILE CAP

(NOT SHOWN FOR CLARITY)

5'-6"

2'

6"

2'

8"

1'-9" 1'-9"

EQEQ

VAPOR BARRIER

SEE ARCH

REINF SEE PLAN

12" MIN. COMPACTED

STRUCTURAL FILL

SEE PLAN

T.O. SLAB

TH

TH

SLAB REINF SEE PLAN

T.O. SLAB

GRADE BEAM REINF SEE

SCHEDULE

PILE SEE PLAN

CL PIER & GRADE BEAM

SEE PC-1 FOR TOP OF

PILE REQUIREMENTS

SEE

SC

ED

TYP WALL

REINF

ADDT'L #5 EA FACE

T.O. WALL

PL

STD 90° HOOK

ALTERNATE

CORNER BARS TO MATCH

HORIZ WALL REINF

FN

AL

1 2

1' - 6"

1' - 6"

P18 P18

9"

9" 9"

(REF)

7"

PIER REINFORCING

SEE SCHEDULE

PIER REINFORCING

U

FA

C

TU

VE

RI

FY

#5 @ 12" O.C. W/

STD HOOKS (TYP)

9" 9"

ADJUST PIER LOCATION

W/ DOOR MFG

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

FOUNDATION DETAILS

S-501 11

P4991006d11.dwg

1/2" = 1'-0"A1 RE-ENTRANT BAR DETAIL

1/2" = 1'-0"B1 PILE CAP (PC-1) DETAIL

1/2" = 1'-0"A2 SLAB DETAIL

1/2" = 1'-0"C1 GRADE BEAM DETAIL

1/2" = 1'-0"A4 WALL DETAIL AT DOOR OPENING

1/2" = 1'-0"A4' CONCRETE WALL DETAILS

1/2" = 1'-0"B2 PIER DETAILS

2014-06-25T08:43:58-0400

JACOBS.ALFRED.A.JR.1271168337

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CONCRETE SLAB (SEE PLAN)

GRADE BEAM (SEE PLAN)

#5 BARS @

12" O.C. EW

FINISH GRADE

(SEE CIVIL)

T.O. SLAB (H.P.)

REVEAL

(SEE ARCH)

ED

(4) #5 TOP AND BOTTOM

#3 TIES @ 10" O.C.

T.O. GRADE BEAM

STRUCTURAL SLAB, NO GAP/EXP

JOINT MATERIAL BETWEEN SLAB &

WALL

INSULATION, SEE ARCH

SLAB GRADE BEAM (SEE PLAN)

INSULATION WRAPS AROUND GRADE BEAM.

SEE ARCH FOR MORE INFORMATION

STEEL COLUMN (BY BUILDING MANUF)

PILE CAP (SEE PLAN)

T.O. PIER

T.O. PILE CAP

GRID LINES AND GRID DIMENSIONS ARE

TO CENTERS OF PILE CAPS AND PIERS

VERIFY W/ BLDG MANUF

CONTINUOUS GRADE BEAM

REINF. THROUGH PILE CAP

(NOT SHOWN FOR CLARITY)

PIER (SEE PLAN)

T.O. RUNWAY BEAM

RUNWAY BEAM

STIFFENER PLATE

B/S TYP IF REQ'D

STEEL FRAMING

AND PANELS PER

BUILDING MANUF

HANGING BRACKET AS REQ'D

LATERAL & LONGITUDINAL BRACING

NOT SHOWN. COORDINATE &

PROVIDE PER CRANE/BUILDING

MANUFACTURER'S REQUIREMENTS

EAVE

SEE ARCH

3" CLEAR

OBSTRUCTION ABOVE

AR

BRIDGE CRANE

8" SEE PLAN 8"

CONCRETE SLABS (SEE PLAN)

WATERSTOP (TYP)

#5 BARS @ 12" O.C. EW

T.O. SLAB (L.P.)

EQ1' - 6"EQ

SEE SCHEDULE SEE SCHEDULE

ED

CONCRETE SLAB

(SLOPED TO CENTER

SEE PLAN)

LAP WALL REINF. W/ HOOKED

DOWELS INTO GRADE BEAM

PROVIDE HOT DIP GALVANIZED GHB 1-1/4"x1/4" BAR GRATING & L2x1-1/2x1/4 (LLH) H.D. GALV CONT. PERIMETER FRAME, W/ 1/2"øx3" HEADED

STUDS @ 16" O.C.

NOTE: SUMP AND BAR GRATING ARE DESIGNED FOR

UNIFORM FLOOR LOAD ONLY - NOT FOR BOAT LOADING.

SEE BID OPTION #2 ON SHEET G-001.

ED

CONCRETE SLAB (SEE PLAN)APRON

SEE WALL SECTION

FOR REINF.

AX CONSTRUCTION PAPER BOND BREAK

SEE WALL SECTION

FOR REINF.

ED

CONCRETE SLABS (SEE PLAN)

T.O. SLAB (L.P.)

SEE SCHEDULE SEE PLAN SEE SCHEDULE

CONCRETE SLAB

(SEE PLAN)

REINFORCING SHALL BE

CONTINUOUS BETWEEN

BOLLARD AND FACE OF

PILE CAP

APRON

BOLLARD (SEE ARCH)

PILE CAP (SEE PLAN)

4 1/2" MIN

PIPE SLEEVE

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

SECTIONS AND DETAILS

S-502 12

P4991006d12.dwg

1/2" = 1'-0"A2 SECTION AT CONC WALL

1/2" = 1'-0"A1 SECTION AT COL PIER

3/4" = 1'-0"C1 SECTION AT CRANE BEAM

1' 2' 3'0

1' 2' 4'0 1' 2' 4'0

1' 2' 4'0 1/2" = 1'-0"B3 SECTION AT CONTAINMENT TANK

1/2" = 1'-0"A4 SECTION AT OH DOOR

1' 2' 4'0 1/2" = 1'-0"A3 SECTION AT MAN DOOR

1/2" = 1'-0"C3 SECTION AT SLAB S3- BASE BID

1/2" = 1'-0"C2 SECTION AT BOLLARD

2014-06-25T08:44:36-0400

JACOBS.ALFRED.A.JR.1271168337

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A-201

C3

5"

0"

5"

1'-5" 2'-7" 3'-4"

8'-8" 16'-0" 16'-0" 8'-8" 3'-4"

2'-7" 1'-5"

64'-0"

A-301

A-101

EXTERIOR WALL MOUNTED

LIGHT FIXTURE

EXIT LIGHT FIXTURE

EMERGENCY LIGHT FIXTURE

CEILING AND WALL

MOUNTED LIGHT FIXTURES

FIRE EXTINGUISHER.

20lb ABC WITH WALL HOOK

INTERIOR LINER PANEL

D O

EN

OVERHEAD COILING

DOOR TRACK

STRUCTURAL STEEL

DOOR SUPPORT

CONCRETE

8" 2'-0"

6" DIA

BOLLARD

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

FLOOR & RCP PLANS

A-101 13

ARCHITECTURAL

P3578953d13

4' 8' 16'0SCALE: 1/8" = 1'-0"A2 FLOOR PLAN

4' 8' 16'0SCALE: 1/8" = 1'-0"B2 REFLECTED CEILING PLAN

1. SEE SHEET G-001 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. SEE SHEET A-601 FOR DOOR AND WINDOW TYPES AND DOOR SCHEDULE.

3. ALL ELEVATIONS NOTED ON ARCHITECTURAL DRAWINGS ARE BASED ON 100'-0"

REFERENCED TO LOCAL SURVEY DATUM OF 97.40'. SEE CIVIL DRAWINGS FOR

MORE INFORMATION.

TYP

INTERIOR LINER PANELS FROM FINISHED FLOOR TO UNDERSIDE OF ROOF SECONDARY FRAMING.

DASHED LINE INDICATES EXTENTS OF UNDER SLAB WASH CONTAINMENT TANK, SEE BID OPTION

#2 ON SHEET G-001.

SQUARE STEEL DRAINAGE GRATE, SEE BID OPTION #2 ON SHEET G-001.

GAS FIRED RADIANT HEATER, SEE MECHANICAL.

PLAN DIMENSIONS SHOWN ARE TO EXTERIOR FACE OF CONCRETE WALLS.

6" DIA BOLLARDS, CONCRETE FILLED AND PAINTED SAFETY YELLOW. FOR EXTERIOR BOLLARDS, REFERENCE CIVIL DRAWINGS. FOR EXTERIOR BOLLARDS, REFERENCE STRUCTURAL DRAWINGS.

FUEL GAS PIPING, SEE MECHANICAL.

BOAT AND CRADLE PROFILE; (N.I.C.)

OVERHEAD CRANE BRIDGE AND RUNWAY FRAMING, SEE BID OPTION #1 ON SHEET G-001.

EMERGENCY EYE/FACE WASH; PORTABLE SELF-CONTAINED DUAL 32oz BOTTLES WITH HIGH

VISIBILITY WALL MOUNT STATION. EQUAL TO FENDALL MODEL WB116270.

SCALE: 1" = 1'-0"A4 BOLLARD DETAIL @ OH DOOR

2014-06-25T08:45:24-0400

JACOBS.ALFRED.A.JR.1271168337

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129'-8"

T.O. CONC WALL

104'-0"

FINISHED FLOOR

100'-0"

A A A AA A AA

2'-7"

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

2'-7"

TY

12345

10'-4" 10'-4"

A.1A.9

3'-10"3'-10"

BA

A.8A.2

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

EXTERIOR ELEVATIONS

A-201 14

P3578953d14

SCALE: 1/8" = 1'-0"C1 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"A1 NORTH ELEVATION

SCALE: 1/8" = 1'-0"C3 WEST ELEVATION

SCALE: 1/8" = 1'-0"A3 EAST ELEVATION

4' 8' 16'0 4' 8' 16'0

4' 8' 16'04' 8' 16'0

METAL WALL SYSTEM

INSULATED OVERHEAD COILING DOOR

ALUMINUM FIXED WINDOW

INSULATED METAL DOOR AND FRAME

CONCRETE STEM WALLWITH PAINT FINISH, SEE STRUCTURAL.

NOT USED

STANDING SEAM METAL ROOFING

SNOW RETENTION FENCE

DUCT, SEE MECHANICAL.

LIGHT FIXTURE, SEE ELECTRICAL.

ELECTRICAL OUTLET, SEE ELECTRICAL.

FUEL GAS PIPING, SEE MECHANICAL.

LOUVER, SEE MECHANICAL.

EXHAUST FAN, SEE MECHANICAL.

WALL CORNER CLOSURE TRIM, TYPICAL.

BOLLARDS

RIDGE CAP

3. SNOW RETENTION FENCE(S) (KEYED NOTE 8) SHALL BE CALCULATED AND

LAID OUT BY METAL BUILDING MANUFACTURER.

16 16

14 14

2014-06-25T08:46:00-0400

JACOBS.ALFRED.A.JR.1271168337

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T.O. CRANE BEAM

126'-6"

T.O. CRANE BEAM

126'-6"

B4

B3

104'-0"2"

1"+/-

METAL PANEL

CLOSURE TRIM

RIGID INSULATION

CONCRETE WALL

CONTINUOUS

SEALANT

PRE-ENGINEERED

BUILDING STRUCTURE

CONCRETE PIER BEYOND,

SEE STRUCTURAL

SPRAY FOAM INSULATION

1/2" CONTINUOUS

SEALANT JOINT MIN.

SEE DETAIL A4

THIS SHEET FOR

MATERIAL NOTES.

METAL TRACK.

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

SECTIONS & DETAILS

A-301 15

P3578953d15

SCALE: 1/8" = 1'-0"C1 LONGITUDINAL SECTION

SCALE: 1/8" = 1'-0"C3 TRANSVERSE SECTION

4' 8' 16'0 4' 8' 16'0

SCALE: 1 1/2" = 1'-0"A4 DETAIL @ BOTTOM OF WALL

SCALE: 1 1/2" = 1'-0"B4 DETAIL @ EAVE

STANDING SEAM METAL ROOFING SYSTEM

PURLIN

SCALE: 1 1/2" = 1'-0"B3 DETAIL @ RIDGE

STANDING SEAM METAL

ROOFING SYSTEM

PURLIN

GIRT

RIGID WALL

INSULATION, MIN

R-13.3

CONCRETE STEM WALL WITH

PAINT FINISH, SEE STRUCTURAL

R-19 INSULATION WITH 5-PLY

R-19 INSULATION WITH

RIDGE COVER

1/2' 1' 1 1/2'0

1/2' 1' 1 1/2'0SCALE: 1 1/2" = 1'-0"A3 DETAIL @ RAKE

3. SNOW RETENTION FENCE(S) (KEYED NOTE 8) SHALL BE CALCULATED AND

LAID OUT BY METAL BUILDING MANUFACTURER.

INSULATED OVERHEAD COILING DOOR

INSULATED METAL DOOR AND FRAME

CONCRETE STEM WALL

OVERHEAD CRANE, SEE BID OPTION #1 ON SHEET G-001.

STANDING SEAM METAL ROOFING

GAS FIRED RADIANT HEATER, SEE MECHANICAL.

LIGHT FIXTURE, SEE ELECTRICAL.

SNOW RETENTION FENCE

WASTE CONTAINMENT TANK, SEE BID OPTION #2 ON SHEET G-001.

SQUARE STEEL DRAINAGE GRATE, SEE BID OPTION #2 ON SHEET G-001.

LOUVER, SEE MECHANICAL.

PRE-ENGINEERED METAL BUILDING STRUCTURE

METAL RIDGE CAP.

CONTINUOUS HORIZONTAL UNDER-SLAB PERIMETER INSULATION, R-10 & 24" WIDE,

MINIMUM; WRAP CONTINUOUSLY AROUND GRADE BEAMS. CONTINUOUS VERTICAL

INSULATION FROM TOP OF GRADE BEAM TO BOTTOM OF SLAB, R-10 MINIMUM.

BOLLARDS.

BOAT AND CRADLE PROFILE; (N.I.C.)

CLOSURE

BASE FLASHING

STANDING SEAM METAL

ROOFING SYSTEM

R-13 INSULATION WITH

5-PLY VAPOR BARRIER

+ R-19 UNFACED

INSULATION

RIGID WALL INSULATION,

MIN R-5.6.

METAL BUILDING

STRUCTURE

INTERIOR LINER

PANEL

SCALE: 3" = 1'-0"A1 DETAIL @ CONCRETE REVEAL

FASCIA TRIM

RAKE TRIM

COORDINATE WITH PRE-ENGINEERED

METAL BUILDING MANUFACTURER

INSULATION,

INSULATION,

METAL BUILDING

STRUCTURE

R-19 INSULATION WITH

SCALE: 1 1/2" = 1'-0"A2 DETAIL @ COLUMN

SCALE: 3" = 1'-0"B1 DETAIL @ BASE OF WALL

3" 6" 9"0

3" 6" 9"0

PURLINS BEYOND

R-13 INSULATION

R-19

5-PLY

VAPOR

BARRIER

5-PLY

VAPOR

R-19

R-13

R-19 INSULATION

5-PLY VAPOR

R-13 INSULATION

THERMAL STAND-OFF

THERMAL STAND-OFF

Z-FURRING CHANNEL

@ 24" O.C.

REFERENCE

DETAIL C1/S502

2014-06-25T08:46:50-0400

JACOBS.ALFRED.A.JR.1271168337

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FLUSH

WITH

NARROW

VISION

LITE

6"x24"

TEMPERED

GLAZING

WELDED

HOLLOW METAL

FRAME

SEE 2"

OHD

OVERHEAD

COILING

DOOR

D O

EN

DOOR HOOD

EXTERIOR METAL

WALL SYSTEM

MOUNTING PLATE

HEAD CLOSURE TRIM WRAP

PANEL AND RIGID

WALL INSULATION

HEAD TRIM FLASHING

JAMB CLOSURE

TRIM WRAP

D O

EN

RIGID INSULATION

CONCRETE

CONTINOUS

D O

EN

CONTINOUS

STRUCTURAL STEEL GIRT

HOLLOW METAL FRAME

HEAD CLOSURE

SEALANT, EACH SIDE

HEAD TRIM FLASHING

HOLLOW METAL FRAME

GIRT FRAME

GROUT FILL FRAME TO TOP OF

CONCRETE STEM WALL

WINDOW

J1

A-601

4'-0"

4'

TO BOT OF SILL

REFERENCE

BLDG ELEVATIONS

H1

SILL CLOSURE

WINDOW

SILL TRIM FLASHING

STRUCTURAL STEEL GIRT

HEAD CLOSURE

TRIM WRAPHEAD TRIM FLASHING

WINDOWCONTINUOUS

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

WINDOW & DOOR ELEVS

A-601 16

P3578953d16

DOOR SCHEDULE

NO. TYPE

DOOR

RATING

HRDWR

SET NO.

COMMENTSWIDTH HEIGHT THK MAT'L TYPE MAT'L HEAD JAMB

101 OHD 24'-0" 26'-10" INSUL STL 1 OHD STL H2 J2 & J3 MINIMUM CLEAR HEIGHT INDICATED

102 A 3'-0" 7'-0" 1 3/4" INSUL HM 2 1 HM H3 J4

103 A 3'-0" 7'-0" 1 3/4" INSUL HM 2 1 HM H3 J4

SCALE: 1/4" = 1'-0"B3 DOOR & FRAME TYPES

2' 4' 8'0

2' 4' 6'0

SCALE: 1 1/2" = 1'-0"H2 OH DOOR HEAD DETAIL

SCALE: 1 1/2" = 1'-0"J3 OH DOOR JAMB DETAIL @ CONCRETE

SCALE: 1 1/2" = 1'-0"J2 OH DOOR JAMB DETAIL @ WALL PANEL

SCALE: 1 1/2" = 1'-0"H3 HM DOOR HEAD DETAIL

SCALE: 1 1/2" = 1'-0"J4 HM DOOR JAMB DETAIL @ WALL PANEL

SCALE: 1 1/2" = 1'-0"J1 WINDOW JAMB DETAIL

SCALE: 3/8" = 1'-0"A4 WINDOW TYPE

SCALE: 1 1/2" = 1'-0"S1 WINDOW SILL DETAIL

SCALE: 1 1/2" = 1'-0"H1 WINDOW HEAD DETAIL

25'-0

1.

2.

FINISH NOTES:

ROOF, WALL, AND LINER PANELS ARE PREFINISHED FROM MANUFACTGURER.

OWNER TO SELECT COLORS FROM ALL STANDARD OPTIONS.

FIELD PAINTED ITEMS TO MATCH BUILDING FINISHES, EXCEPT SAFETY

MARKINGS, SIGNAGE, ETC.

2014-06-25T08:47:30-0400

JACOBS.ALFRED.A.JR.1271168337

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OA LOUVER L-1

40"x24", MOUNT ABOVE DOOR

MOUNT BOT @ 10'-0" AFF

M-101

6" COMBUSTION AIR INTAKE

W/ WALL CAP & INSECT SCREEN

6" COMBUSTION AIR INTAKE

W/ WALL CAP & INSECT SCREEN

4" EXHAUST FLUE W/ WALL CAP

4" EXHAUST FLUE

W/ WALL CAP

1" LP

1/2" LP FROM SITE STORAGE

TANK

REFER TO SITE UTILITY PLAN

LP PRESSURE REGULATOR

ASSEMBLY

1 1/4"

LP

OA LOUVER L-2

40"x24" - MOUNT BOT @ 10'-0" AFF

A.8 A.2

M-101

C2

1" LP 1" LP

30.00°

E

CE

L L E N

U A

DESIGNED BY:

DRAWN BY:

FLOOR PLAN

M-101 17

PWZ

MECHANICAL

JRS

P3578953d17

PWZ

SCALE: 1/8" = 1'-0"A1 FIRST FLOOR PLAN

AND MODEL NUMBER NOTES

UNIT

NO.

L-1

1. EXTRUDED ALUMINUM LOUVER WITH EXTENDED SILL, BIRD SCREEN, & MOTORIZED DAMPER. INTERLOCK DAMPER OPERATION WITH EXHAUST FANS EF-1 & EF-2.

LOUVER SCHEDULE

FREE AREA

(SQ. FT.)

SP LOSS

(IN. WG)

FREE AREA

VELOCITY

(FPM)

SIZE

WxH

(IN.)

AIRFLOW

(CFM)

BLADE ORIENTATION

& FRAME DEPTH

EF-1

SERVES TYPE

INTAKE 1000 0.025 40x24 3.5 HORIZONTAL / 5" RUSKIN ELF375DX

FAN SCHEDULE

EF-1

1. PROVIDE WITH WALL MOUNTING SLEEVE, WALL MOUNTING SLEEVE GUARD, WALL SHUTTER, WEATHERSHIELD HOOD & WEATHERSHIELD GUARD.

MOUNT FAN APPROXIMATELY 25'-0" AFF.

2. PROVIDE WITH WALL SWITCH. INTERLOCK FAN MOTOR WITH OA LOUVER L-1 & L-2 MOTORIZED DAMPER.

3. PROVIDE FAN AND ALL ACCESSORIES WITH EPOXY POWDER COATING SUITABLE FOR A MARINE ENVIRONMENT.

4. PROVIDE WITH PREMIUM EFFICIENCY MOTOR.

DRIVE

TYPE

DIRECT

CFM

VOLTS

ELECTRICA

DATA

HZPH

AND MODEL

NUMBER

NOTESFAN TYPE

SP

WG

HP

FAN

RPM

MOTOR

RPM

PROPELLER

SERVES

BUILDING EXHAUST 1000 0.375 1/2 860 860 208 1 60 PENN BARRY BC24 1-4

280 1

HEATING AND VENTILATION SYSTEM SEQUENCE OF OPERATION:

HEATING SYSTEM

PROPANE GAS FIRED INFRA-RED HEATERS, RH-1 & 2, WILL BE CONTROLLED MANUALLY BY AN ON/OFF WALL SWITCH. WHEN HEATERS ARE BEING OPERATED, WALL MOUNTED THERMOSTATS (SET AT 50F) CYCLE THE HEATERS TO MAINTAIN SPACE

TEMPERATURE.

VENTILATION SYSTEM

THE VENTILATION SYSTEM CONSISTS OF WALL MOUNTED EXHAUST FANS, EF-1 & 2, AND OUTSIDE AIR INTAKE LOUVERS WITH

MOTOR OPERATED DAMPERS, L-1 & 2.

EF-1 & 2 WILL BE OPERATED MANUALLY UTILIZING A WALL MOUNTED SWITCH. EF-1 & 2 ARE INTERLOCKED WITH L-1&2.

WHEN EF-1 & 2 ARE ON, THE OUTSIDE AIR DAMPERS ARE OPEN. WHEN EF-1 & 2 ARE OFF, THE OUTSIDE AIR DAMPERS ARE

CLOSED.

REFER TO SECTION FOR MOUNTING HEIGHT AND ANGLE OF RADIANT HEATER.

MANUFACTURERS NAME AND MODEL NUMBER ARE USED FOR DESCRIPTIVE

PURPOSES ONLY AND ARE INTENDED TO INDICATE THE STANDARD OF

MATERIAL OR ARTICLES REQUIRED. DESIGN IS PREDICATED AROUND LISTED

MANUFACTURERS AS NOTED ON SCHEDULES AND IS NOT INTENDED TO LIMIT

THE CONTRACTOR TO ONE MANUFACTURER.

SCALE: 1/8" = 1'-0"C1 BUILDING SECTION

GAS FIRED RADIANT HEATER SCHEDULE

RH-1

1. LP GAS TWO STAGE DIRECT VENT RADIANT HEATER.

2. PROVIDE WITH WALL SWITCH.

3. PROVIDE WITH WALL MOUNTED THERMOSTAT. MOUNT THERMOSTAT 60" AFF ON THERMALLY ISOLATED BASE.

GAS

TYPE

LP

INPUT

MBH

VOLTS

DATA

AMPSPH

AND MODEL

NUMBER

NOTES

MIN.

SUPPLY

PRESS

W.C.

SERVES

BUILDING HEATING 125 11" 14" 120 1 2.6 SPACE RAY LTS125-40 1-3

MAX.

SUPPLY

PRESS

W.C.

GENERAL NOTES:

1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO

DRAWINGS MARKED M#.

2. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS

AND COMPONENTS IN FIELD.

3. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS.

4. REMOVALS SHALL BE COORDINATED BY THE CONTRACTOR TO MAINTAIN

THE INTEGRITY OF THE BUILDING.

5. VERIFY EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED

DRAWINGS.

6. CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC AND

SPECIFICATIONS.

7. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES

AS NECESSARY TO PREVENT STRESS ON PIPING.

@ AT

A AMP

ABV ABOVE

AFF ABOVE FINISHED FLOOR

APD AIR PRESSURE DROP

APPROX APPROXIMATELY

BDD BACKDRAFT DAMPER

BHP BRAKE HORSEPOWER

BLDG BUILDING

BOT BOTTOM

BTUH BTU PER HOUR

CFM CUBIC FEET PER MINUTE

CONC CONCRETE

CONN CONNECTION

DIA DIAMETER

DN DOWN

DWG DRAWING

DWGS DRAWINGS

EA EXHAUST AIR

EF EXHAUST FAN

ELEC ELECTRIC, ELECTRICAL

EXH EXHAUST

F FAN, DEGREES FAHRENHEIT

FLR FLOOR

G GAS

HP HORSEPOWER

HZ HERTZ

IN INCHES

KW KILOWATT

LP LIQUEFIED PROPANE

MBH 1000 BTU PER HOUR

MCA MAXIMUM CIRCUIT AMPS

MD MOTORIZED DAMPER

MFG MANUFACTURER

MIN MINIMUM, MINUTES

N/A NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NFPA NATIONAL FIRE

PROTECTION ASSOCIATION

NTS NOT TO SCALE

OA OUTSIDE AIR

OAI OUTSIDE AIR INTAKE

PD PRESSURE DROP

PRESS PRESSURE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE

INCH GAUGE

RA RETURN AIR

RPM REVOLUTIONS PER MINUTE

SF SQUARE FOOT

SP STATIC PRESSURE

SS STAINLESS STEEL

STL STEEL

T THERMOSTAT

TEMP TEMPERATURE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VEL VELOCITY

W WIDTH, WATT

W/ WITH

WC WATER COLUMN

RH-2 LPBUILDING HEATING 125 11" 14" 120 1 2.6 SPACE RAY LTS125-40 1-3

L-2 EF-2 INTAKE 1000 0.025 40x24 3.5 HORIZONTAL / 5" RUSKIN ELF375DX280 1

EF-2 DIRECTPROPELLERBUILDING EXHAUST 1000 0.375 1/2 860 860 208 1 60 PENN BARRY BC24 1-4

SCALE: 1/2" = 1'-0"C2 RADIANT HEATER MOUNTING

2014-06-25T08:48:17-0400

JACOBS.ALFRED.A.JR.1271168337

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LIGHTING

609.6 mm [2'] x 1219.2mm [4'] FLUORESCENT FIXTURE

304.8mm [1'] x 1219.2mm [4'] FLUORESCENT FIXTURE

304.8mm [1'] x 2438.4mm [8'] FLUORESCENT FIXTURE

609.6mm [2'] x609.6mmm [2'] FLUORESCENT FIXTURE

UNDERCABINET FLUORESCENT FIXTURE

FIXTURE WIRED TO EMERGENCY BALLAST

DOWNLIGHT

FLUORESCENT STRIP

WALL MOUNTED FIXTURES

POLE MOUNTED SITE LIGHTING FIXTURE

FIXTURE TYPE (SEE LIGHT FIXTURE SCHEDULE)

FLOOD LIGHT

WALL WASH LIGHT FIXTURE

EXIT SIGN, CEILING MOUNTED

EXIT SIGN, WALL MOUNTED

DUAL HEAD EMERGENCY LIGHT BATTERY PACK

REMOTE EMERGENCY LIGHTING HEAD

EXTERIOR TRAPEZOID WALL PACK

OCCUPANCY SENSOR

ALL CEILING MOUNTED ARE 360 DEGREE

UNLESS OTHERWISE NOTED

HOME RUN

3-WAY TOGGLE SWITCH

4-WAY TOGGLE SWITCH

SINGLE POLE TOGGLE SWITCH

DIMMER SWITCH, INCANDESCENT OR FLUORESCENT AS

REQUIRED.

SINGLE POLE DOUBLE THROW TOGGLE SWITCH, CENTER

POSITION OFF

OCCUPANCY SENSOR SWITCH

INDICATES THE NUMBER OF PUSH BUTTONS, IF MORE THAN

1.

TOGGLE SWITCH WITH PILOT LIGHT

TIMER SWITCH, SPRING WOUND

SWITCH, WEATHER PROOF

DAYLIGHT SENSOR

LIGHTING CONTACTOR

OCCUPANCY SENSOR RELAY

PHOTO CONTROL

TIME CLOCK

ASSOCIATED CONTROL DEVICE

Aa

FIXTURE TYPE (SEE LIGHT FIXTURE SCHEDULE)

SHADING INDICATES SIGN FACE

ARROW INDICATES EGRESS DIRECTION

S3

S4

Sa

INDICATES CONTROLLED FIXTURE

SD

SDT

SOS

SP

ST

SWP

DS

LC

OSR

PC

TC

POWER

FOR ALL FUSED DISCONNECTS AND COMBINATION START

DISCONNECTS AN "*" IN THE FUSE RATING DESIGNATES THE

FUSE SHALL BE SIZED PER MANUFACTURER'S

RECOMMENDATIONS.

OL

J

CB

100A

WEATHER PROOF

E - INSTALLED ON EMERGENCY CIRCUIT (TYP.)

IG - ISOLATED GROUND

S - SWITCHED RECEPTACLE

XP - EXPLOSION PROOF

XP

20/1

60A (4)

(4)1

AMPERE RATING

NEMA ENCLOSURE

NEMA ENCLOSURE

NEMA SIZE (TYP.)

ONE-LINE DIAGRAM

MOLDED CASE CIRCUIT

DISCONNECT, ISOLATION OR SAFETY SWITCH

GROUND

FUSE

POWER TRANSFORMER

OA - LIQUID TYPE SELF COOLED

AA - DRY TYPE SELF COOLED

FA - FAN COOLED

POTENTIAL TRANSFORMER

CURRENT TRANSFORMER

GROUND FAULT CURRENT TRANSFORMER

TRANSFER SWITCH

MAGNETIC MOTOR STARTER

FVNR UNLESS OTHERWISE NOTED

FVR - FULL VOLTAGE REVERSING

RVAT -REDUCING VOLTAGE AUTO

TRANSFORMER

2S - TWO SPEED

GENERATOR

METER

A - AMMETER

HZ - FREQUENCY METER

KWH - KILOWATT HOUR

KVAR - KILOVAR METER

PZ - POWER FACTOR METER

V - VOLT METER

VAR - VAR METER

W - WATT METER

WH - WATT HOUR METER

ELECTRONICALLY OPERATED

GROUND FAULT

SHUNT TRIP

SURGE SUPPRESSION DEVICE

EO

GF

ST

SPD

20A

AMPS

CONNECTION

RATIO

NUMBERED REQUIRED

400/120V1

RATIO

NUMBERED REQUIRED

600/52

ATS - AUTOMATIC

MTS - MANUALATS

NEMA SIZE

KWH

AMP

AFC

AFF

AFG

AHJ

AIC

AWG

BB

BFG

BLDG

BOS

CATV

CB

CCTV

CDF

CI

CLG

CP

CPT

CT

CU

DACT

DB

DISC

DN

EMT

EWC

EQP

EXIST

FAA

FACP

FBB

FBO

FLR

FO

FPP

FWE

FU

FVNR

GEN

GFCI

GFE

GND

HP

HTR

IG

IMC

KCMIL

KV

KVA

KVAR

KW

KWH

LA

LTG

METAL CLAD

MAIN CIRCUIT BREAKER

MANUFACTURER

MINERAL INSULATED

MAIN LUG ONLY

MOUNTED

MANUAL TRANSFER SWITCH

MEDIUM VOLTAGE

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NEGATIVE

NEUTRAL

NON FUSED

NOT IN CONTRACT

NIGHT LIGHT

NORMALLY OPEN

NOT TO SCALE

POWER FACTOR

PRIMARY GROUND

PHASE

PRIVATELY OWNED VEHICLE

POLYVINYL CHLORIDE

ROOM

RIGID STEEL CONDUIT

RESISTANCE TEMPERATURE

DETECTOR

SECONDARY GROUND

SOLID NEUTRAL

SINGLE MODE

SINGLE MODE FIBER OPTIC

SURGE SUPPRESSION DEVICE

SHIELDED TWISTED PAIR

SHIELDED TWISTED TRIPLET

SWITCHBOARD

SWITCHGEAR

THERMOPLASTIC HIGH-HEAT

NYLON COATED

THERMOPLASTIC HEAT & WATER

RESISTANT

TRAFFIC LIGHT

TRAFFIC LIGHT CONTROLLER

TRAFFIC LIGHT SWITCH

TELECOMMUNICATIONS MAIN

GROUNDING BUS BAR

VOLT

VOLT-AMPERE

VOLT-AMPERE REACTIVE

WATT METER

WEATHER PROOF

TRANSFORMER

EXPLOSION PROOF

AMPERE

AVAILABLE FAULT CURRENT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AUTHORITY HAVING JURISDICTION

AMPERE INTERRUPTING CAPACITY

AMERICAN WIRE GAUGE

BATTERY BOX

BELOW FINISHED GRADE

BOTTOM OF STEEL

CONDUIT, CONDUCTOR

CABLE TELEVISION

CONTROL BOX

CLOSED CIRCUIT TELEVISION

CONTROL DENSITY FILL

(LEAN CONCRETE)

CONTRACTOR INSTALLED

CEILING

CONTRACTOR PROVIDED

CONTROL POWER TRANSFORMER

CURRENT TRANSFORMER

COPPER

DIGITAL ALARM COMMUNICATOR

TRANSMITTER

DIRECT BURIED

DISCONNECT

DOWN

ELECTRICAL METALLIC TUBING

ELECTRIC WATER COOLER

EQUIPMENT

FIRE ALARM ANNUNCIATOR

FIRE ALARM CONTROL PANEL

FIBER BREAK OUTBOX

FURNISHED BY OTHERS

FLOOR

FIBER OPTIC

FIBER PATCH PANEL

FURNISHED WITH EQUIPMENT

FUSE

FULL VOLTAGE NON REVERSING

GROUND CONDUCTOR

GROUND FAULT CIRCUIT BREAKER

GOVERNMENT FURNISHED EQUIPMENT

GROUND

HORSEPOWER

HEATER

ISOLATED GROUND

INTERMEDIATE METAL CONDUIT

KILO

THOUSAND CIRCULAR MILS

KILOVOLT

KILOVOLT-AMPERE

KILOVOLT-AMPERE REACTIVE

KILOWATT

KILOWATT-HOUR

LIGHTNING ARRESTER

LIGHTING

MC

MCB

MFR

MI

MLO

MTD

MTS

MV

NC

NEC

NEG

NEUT

NF

NIC

NL

NO

NTS

PF

PG

PH

POV

PVC

RM

RSC

RTD

SN

SM

SMFO

SPD

STP

STT

SWBD

SWGR

THHN

THWN

TL

TLC

TLS

TMGB

VA

VAR

WM

XFMR

XP

GENERAL NOTES

1. ALL GENERAL NOTES, SYMBOLS LISTS AND DETAILS SHALL BE

CONSIDERED AS APPLICABLE TO ALL ELECTRICAL DRAWINGS FOR

THIS PROJECT. SYMBOLS AND ABBREVIATIONS SHOWN ON THIS

SHEET ARE FOR REFERENCE ONLY AND DO NOT INDICATE THEIR

INCORPORATION IN THE DESIGN.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA-70,

NATIONAL ELECTRICAL CODE (NEC), LATEST ADDITION ADOPTED.

3. ALL MOTOR SAFETY SWITCHES, DISCONNECTS AND MOTOR

STARTERS ARE PROVIDED BY DIVISION 26000 UNLESS NOTED AS

FURNISHED WITH EQUIPMENT (FWE).

4. UNLESS OTHERWISE NOTED CONVENIENCE RECEPTACLES SHALL

BE MOUNTED 36" AFF AND LIGHTING TOGGLE SWITCHES; U.N.O.

5. ALL PENETRATIONS THROUGH FLOORS, RATED WALLS AND

PARTITIONS SHALL BE SEALED WITH UL APPROVED FIRE SEALANT

MATERIAL TO MAINTAIN THE RATING OF SEPARATION.

6. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED

WITH EVERY FEEDER AND BRANCH CIRCUIT.

7. UNLESS OTHERWISE NOTED WIRING SHALL BE 2#12 AWG

CONDUCTORS AND #12 GND. HOME RUNS FED FROM 20A-1P

CIRCUITS IN EXCESS OF 100' SHALL BE #10 AWG.

8. FLEXIBLE CONNECTIONS TO MOTORS SHALL BE LIQUID TIGHT

FLEXIBLE METAL CONDUIT, UNLESS OTHERWISE NOTED.

9. ALL WIRING SHALL BE 600V, COPPER WITH THHN/THWN

INSULATION.

10. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 80 PVC. ALL

EXTERIOR SERVICE MOUNT CONDUIT SHALL BE RIGID GALVANIZED

STEEL. ALL CONDUITS INSTALLED WITHIN EXISTING BUILDINGS

SHALL BE EMT. ALL CONDUITS AND RACEWAYS WITHIN THE BMF

INTERIOR SHALL BE SCHEDULE 80 PVC AND LIQUID TIGHT

FLEXIBLE METAL CONDUIT OR RIGID GALVANIZED STEEL WHERE

SUSECTABLE TO PHYSICAL DAMAGE.

LINE TYPES

NEW

DEMOLITION

PARTPLAN OUTLINE

MATCHLINE

FUSED SAFETY SWITCH, TOP NUMBER

INDICATES SWITCH AMPERE RATING, LOWER

NUMBER INDICATES FUSE RATING

MAGNETIC MOTOR STARTER, FVNR UNLESS

INDICATED OTHERWISE

COMBINATION FUSED DISCONNECT/MAGNETIC

MOTOR STARTER. NUMBER INDICATES

DISCONNECT AMPERE RATING/FUSE

RATING/NEMA STARTER SIZE

MOTORIZED DAMPER

ELECTRIC MOTOR

CONDUIT TURNING UP

CONDUIT TURNING DOWN

EY CONDUIT SEAL

SINGLE RECEPTACLE, NEMA 5-20R

DUPLEX RECEPTACLE, NEMA 5-20R

DOUBLE DUPLEX (QUADRUPLEX) RECEPTACLE,

NEMA 5-20R

GFCI DUPLEX RECEPTACLE, NEMA 5-20R

SINGLE RECEPTACLE, NEMA 5-20R

FLOOR OUTLET, UNLESS OTHERWISE NOTED

DUPLEX RECEPTACLE, NEMA 5-20R

FLOOR OUTLET, UNLESS OTHERWISE NOTED

DOUBLE DUPLEX (QUADRUPLEX) RECEPTACLE,

NEMA 5-20R, FLOOR OUTLET, UNLESS

OTHERWISE NOTED

POWER RECEPTACLE FOR PORTABLE 400HZ

POWER RECEPTACLE, 400HZ

PANELBOARD, NORMAL POWER

ENCLOSED CIRCUIT BREAKER

JUNCTION BOX

MANUAL MOTOR STARTER, TOGGLE OPERATED,

SINGLE PHASE, 1 OR 2 POLE AS REQUIRED

(NO OVERLOAD PROTECTION)

MANUAL MOTOR STARTER, TOGGLE OPERATED,

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