ABBREVIATIONS PROJECT GENERAL NOTES COLLIER AREA...

DADEMONROE

MONROE

BROWARDCOLLIER

PALM BEACHHENDRYLEE

MADISONHAMILTON

JEFFE

RS

ON

WASH

ING

TON

N O R T H

N.T.S.

GULF

BAY

CA

LH

OU

N

SARASOTAMARTIN

GLADESCHARLOTTE

MANATEE

HIGHLANDS

DE SOTO

ST LUCIE

HARDEE OKEECHOBEE

BR

EV

AR

D

OSCEOLA

HIL

LS

BO

RO

UG

H

PINELLAS

INDIAN

POLK

RIVER

HERNANDO

PASCO

ORANGE

FL

AG

LE

R

SU

MT

ERCITRUS

LAKE

SEMINOLE

MARIONLEVY

VOLUSIA

JO

HN

SUNIONTAYLOR

BRADFORD

ALACHUA

FRANKLIN LAFAYETTE

DIXIE

GILCHRIST

CLAY

PUTNAM

ST

BAKER

CO

LU

MB

IA

LEON

SUWANNEE

WAKULLALIBERTY

DUVAL

JACKSONHOLMES

WALTONES

CA

MB

IA

SA

NT

A R

OS

A

OK

AL

OO

SA

GADSDENNASSAU

S.R

. S

-858

(RA

DIO

RO

AD

)

S.R. S-856

(DAVIS BLVD.)

COLLIER COUNTYTRANSIT BUS WASHFACILITY

N

PROJECT PHASING PLAN

PHASE 1

PROJECT 1. MAINTENANCE BUILDINGRENOVATIONPROJECT 2. FUEL STATION BUILDING -INCLUDING NEW CANOPY AND THEDEMOLITION OF EXIST. PAD, FOUNDATION& EQUIP. SHELTER BLDG. (SEE CIVIL)PROJECT 3. ADMINISTRATION BUILDINGRENOVATION

PHASE 2

PROJECT 4 - BUS WASH & CANOPY

NOTE:CONTRACTOR SHALL PULL SEPARATE PERMITSFOR EACH PROJECT (1, 2 & 3) & A SEPARATEPERMIT FOR THE DEMOLITION OF EXIST. SHELTERUNDER PROJECT 2.PROJECT 2, BLDG. & CANOPY SHALL BE UNDERONE PERMIT. FUEL STOR. TANKS & FUELDISPENSING SYS. REQUIRE A SEPARATE PERMIT.

CONTRACTOR SHALL FIELD VERIFY THE SITE &EQUIP. SHELTER FOR DEMOLITION UNDERPROJECT 2 SCOPE FOR INCLUSION IN THE BID.

NOTE: CONTRACTOR SHALL COORDINATE WITH OWNER FOR ALL LAYDOWN AND STAGING AREAS.

EXIST. MAINT. BLDG.

EXISTING EQUIPMENTSHELTER

COLLIER COUNTY TRANSITADMINISTRATIONBUILDING

FUEL STATION

HATCHED AREA1. CONTRACTOR SHALL PROVIDE NEWPHASE 2 PAVING. SEE SDPA/CIVIL/SITE DRAWINGS & COORDINATEWITH OWNER FOR DETAILS & SCOPE.

2. CONTRACTOR SHALL BE RESPONSIBLEFOR MAINTAINING THE SITE LANDSCAPINGIN ACCORDANCE WITH THE COLLIERCOUNTY LANDSCAPE CODE FOR THEDURATION OF THE PROJECT.

PROJECT LOCATION

8300 RADIO ROADNAPLES, FLORIDA 34104

PROJECT SITE

1. GENERAL CONTRACTOR BIDDING SHALL PROVIDE AND ENSURE THEIR SUBCONTRACTORS BIDDINGTHIS PROJECT BECOME FAMILIAR WITH ALL CONSTRUCTION DRAWING SHEETS, SPECIFICATIONS &BASE ALL DISCIPLINE BIDS ON THE ENTIRETY OF THE CONTRACT DOCUMENTS.

2. GENERAL NOTES APPLY TO ALL DRAWINGS AND SPECIFICATIONS.

3. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS AND LOCALREGULATIONS

4. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND IMPLEMENTNECESSARY MEASURES TO ENSURE THE SAFETY OF ALL PERSONS ON SITE, VISITING THE SITEAND WORKING ON THE SITE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOT OBSTRUCTING STREETS, SIDEWALKS, AND/OROTHER RIGHT-OF-WAYS WITHOUT FIRST OBTAINING PROPER PERMITS AND NOTIFYING THE OWNER /OWNER'S REPRESENTATIVE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR WORK ZONE, MATERIALS AND ALLSECURITY OF THE PROJECT AND THE PORTION OF THE SITE CONTROLLED BY THIS CONTRACT, 24HOURS PER DAY, WHILE THE JOB IS IN PROGRESS AND UNTIL THE PROJECT IS OFFICIALLYDECLARED COMPLETE.

7. ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OFF SITE IN COMPLIANCE WITHALL APPLICABLE LAWS/REGULATIONS BY THE CONTRACTOR. THE CONTRACTOR SHALL CLEAN UPAT THE END OF EACH WORK PERIOD AND PROTECT THE SITE AT ALL TIMES FROM WIND BLOWNDEBRIS BY SECURING ALL LOOSE MATERIALS.

8. THE CONTRACTOR SHALL NOT DETERMINE THE SIZE OF CONSTRUCTION BY MEASURING WITH ASCALE OBJECTS ON THE DRAWINGS. THE CONTRACTOR NEEDS TO SUBMIT A REQUEST FORINFORMATION (RFI)OR CLARIFICATION REQUEST.

9. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCINGANY WORK AND SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DIMENSIONS, WORK ANDMATERIALS REQUIRED.

10. THE CONTRACTOR SHALL REPORT TO THE OWNER OR OWNER'S REPRESENTATIVE ANY ERROR,INCONSISTENCY OR OMISSION DISCOVERED. THE CONTRACTOR SHALL BE RESPONSIBLE FORCORRECTING ANY ITEM(S) OF CONSTRUCTION NOT CONFORMING TO THE CONSTRUCTIONDOCUMENTS.

11. CONTRACTOR SHALL NOT DISCONNECT ANY WIRE, CABLE AND/OR EQUIPMENT WITHOUT THEOWNER'S WRITTEN APPROVAL. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATEALL EXISTING ABOVE AND BELOW GROUND UTILITIES WITHIN CONTRACT LIMITS & PROTECT THEMFROM DAMAGE DURING THE COURSE OF THIS CONSTRUCTION. THE CONTRACTOR SHALL BEAR ALLEXPENSE OF AND RESPONSIBILITY FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHERPROPERTY DAMAGE CAUSED BY THE CONTRACTOR, SUBCONTRACTORS, OR OPERATIONS. UTILITIESDEACTIVATED OR ABANDONED IN PLACE BY THIS PROJECT SHALL BE CAPPED OR SEALED OFF INACCORDANCE WITH LOCAL REGULATIONS AND SHALL BE ANNOTATED ON THE AS-BUILT DRAWINGS.

12. CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ROUGH-IN INFORMATION NECESSARY TOACCOMMODATE THE INSTALLATION OF ANY OWNER'S FURNISHED/INSTALLED ITEMS. THECONTRACTOR IS RESPONSIBLE FOR THE SCHEDULING AND SEQUENCING OF THESE ITEMS ANDFOR NOTIFYING THE OWNER'S REPRESENTATIVE OF ANY INFORMATION REQUIRED.

13. CONDITIONS AND ITEMS SHOWN IN SECTIONS & DETAILS APPLY TO ALL SIMILAR CONDITIONS UNLESSSPECIFICALLY NOTED OTHERWISE.

14. DAMAGE TO EXISTING SURFACES OR FACILITIES SHALL BE REPAIRED TO ORIGINAL STATE BY THECONTRACTOR.

15. THE CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROOFING AT ALL TIMES SO THAT THEBUILDING SHALL REMAIN OPERATIONAL AND IN WEATHER TIGHT CONDITION DURING DEMOLITIONAND CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL COORDINATE DEMOLITION ANDCONSTRUCTION OF DAILY OPERATIONS WITH THE OWNER'S REPRESENTATIVE FOR THE DURATIONOF THE PROJECT.

16. ALL SHEET METAL SHALL COMPLY WITH SHEET METAL AND AIR CONDITIONING CONTRACTOR'SNATIONAL ASSOCIATION (SMACNA).

17. THE SPECIFICATIONS AND DRAWINGS ARE COMPLIMENTARY AND ONE DOES NOT SUPERSEDE THEOTHER. IF THERE IS A DISCREPANCY IN SPECIFICATION AND DRAWING, CONTRACTOR SHALL PRICEMORE EXPENSIVE OF THE TWO OR MORE ITEMS AND/OR SYSTEMS IN QUESTION TO BE INCLUDED ASBASE BID. THE BID SHALL BE COMPLETE AND ASSUMES ALL RESPONSIBILITY FOR MEANS, METHODS,TECHNIQUES, SEQUENCES, PROCEDURES, MATERIALS, PRODUCTS, COMPONENTS, SYSTEMS,EQUIPMENT, FOUNDATIONS, TESTING, INSURANCE, PERMITS, MANAGEMENT SYSTEMS, SECURITYSYSTEMS, COMMUNICATIONS AND ACCESSORIES REQUIRED TO COMPLETE ALL CONSTRUCTION THATMAY OR MAY NOT DIRECTLY BE INDICATED IN THE CONTRACT DRAWINGS OR SPECIFICATIONS.

ABOVE FINISH FLOORACOUSTICALADJUSTABLEAIR CONDITIONINGALTERNATEALUMINUMANODIZEDANCHORAPPROXIMATEARCHITECT/ARCHITECTURALARCHITECT-ENGINEERASPHALTATATTACH(ED)AUTOMATICAVERAGE

BOARDBUILDINGBLOCKBLOCKINGBEAMBEARINGBOTTOMBOTTOM OF

CABINETCARPETCEILINGCEMENTCENTER LINECLEARCERAMIC TILECLOSETCOLUMNCONCRETECONCRETE MASONRY UNITCONFERENCECONSTRUCTIONCONTROL JOINTCONTINUOUSCORRIDORCUBIC FEETCUBIC YARD

DEGREEDETAILDIAGONALDIAMETERDIMENSIONDIVISIONDOWNDOORDOWNSPOUTDRAWING

EACHEASTELECTRIC WATER COOLERELECTRICALELEVATIONEQUALEQUIPMENTEXISTINGEXPANSIONEXPANSION JOINTEXTERIOR

FACE OFFACE OF FINISHFOOT/FEETFINISHFINISH FLOORFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIXTUREFLEXIBLEFLOORFLOOR DRAINFLUORESCENTFOOTINGFOUNDATIONFURNITURE/FURNISHINGS

GALLONGALVANIZEDGAUGEGENERAL CONTRACTORGUTTER JOINTGLASS/GLAZINGGOVERNMENTGYPSUMGYPSUM WALL BOARD

HOLLOW COREHOLLOW METALHARDWAREHARDWOODHEADHEATING, VENTILATING ANDAIR CONDITIONINGHEIGHTHORIZONTALHOUR

INCHINCLUDEDINFORMATIONINSIDE DIMENSIONINSULATIONINTERIORINVERT ININVERT OUT

JANITORJOINTJOIST

LABORATORYLAMINATELAVATORY

AFFACOUSTADJA/CALTALUMANANCHAPPROXARCHAEASPH@ATTAUTOAVG

BDBLDGBLKBLKGBMBRGBOTBO

CABCPTCLGCEMCLCLRCTCLOCOLCONCCMUCONFCONSTCJCONTCORRCFCY

DEGDETDIAGDIADIMDIVDNDRDSDWG

EAEEWCELECTELEQEQUIPEXISTEXPEJEXT

FOFOFFTFINFFFEFECFIXTFLEXFLRFDFLOURFTGFDNFURN

GALGALVGAGCGJGLGOVTGYPGWB

HCHMHDWHDWDHDHVAC

HTHORIZHR

INCHINCLINFOIDINSULINTI.I.I.O.

JANJTJST

LABLAMLAV

LENGTHLIGHTLINEAL FEET/FOOTLOUVER

MANUFACTURERMASONRY OPENINGMATERIALMAXIMUMMECHANICALMECHANICAL, ELECTRICAL,PLUMBINGMASONRY CONTROL JOINTMETALMINIMUMMIRRORMISCELLANEOUS

NATURALNOMINALNORTHNOT APPLICABLENOT IN CONTRACTNOT TO SCALENUMBER

ON CENTEROFFICEOUTSIDE DIAMETEROPPOSITE HANDOVERHEADOPENINGOPPOSITE

PAINTEDPAIRPERFORATEDPERIMETERPLASTERPLASTIC LAMINATEPLYWOODPOINTPOUNDPOUND PER SQUARE FOOTPOUND PER SQUARE INCHPRECASTPRESSURE TREATEDPROPERTY LINEPREFABRICATEDPREFINISHEDPRE-ENGINEERED METAL BUILDING

QUANTITYQUARRY TILE

RADIUSRECESSEDREFERENCEREINFORCE(D)(ING)REINFORCING BARRESILIENTREQUIREDRETURN AIRREVISE(SION)(D)ROOF DRAINROOMROUGH OPENINGSCHEDULESCREENSECTIONSHEETSHEET METAL & AIR CONDITIONINGCONTRACTOR'S NATIONAL ASSOCIATION

SIMILARSOLID CORESTAINSPECIFICATIONSSQUARESTAINLESS STEELSOLID SURFACE MATERIALSTANDARDSTEELSTORAGESTRUCTURALSUSPENDEDSYSTEM

TERRAZZOTHICKTOILETTONGUE AND GROOVETOP OFTOWEL DISPENSERTOWEL DISPENSER/RECEPTACLETOWEL RECEPTACLETREADTYPICAL

UNFINISHEDUNDERWRITERS LABORATORIESUNLESS NOTED OTHERWISE

VARIESVENT THRU ROOFVERTICALVESTIBULEVINYL COMPOSITION TILEVERIFY IN FIELDVINYL WALL COVERINGVERIFY WITH MANUFACTURER

WEIGHTWATER HEATERWITHWITHOUTWOOD

YARD

LLTLFLVR

MFRMO MATLMAXMECHMEP

MCJMTLMINMIRMISC

NATNOMNNANICNTSNO

OCOFFODOHOHDOPNGOPP

PTDPRPERFPERIMPLASPLAMPLYWDPTLB OR #PSF PSIPCPTPLPREFAB PREFINPEMB

QTYQT

RRECREFREINFREBARRESILREQDRAREVRDRMRO

SCHEDSCRSECTSHTSMACNA

SIMSCSSPECSSQSSSSMSTDSTLSTORSTRUCTSUSPSYS

TERTHKTLTT&GTOTDTDRTRTTYP

UNFINULUNO

VARVTRVERTVESTVCTVIFVWCVWM

WTWHW/W/OWD

YD

NOTE: INDICATES FINISHEDSURFACES SHALL ALIGN

ROOM INDICATORROOM NUMBER ANDROOM SPACE AREA

DETAIL REFERENCE

A101

1SIM

REFER TO THIS DRAWING ID

A101

1SIM

BUILDING / WALL SECTIONREFERENCE:

REFER TO DRAWING ID

A601

A

D B

C

00SCOPE OF NEW WORK

EXISTING

NORTH ARROWS:

DRAWING TITLEBAR:

WALL TYPE IDENTIFICATION

WINDOW/LOUVER TYPEIDENTIFICATION

ALIGN

101

101

150 SF

Roomname

1i

1t

1

A101

SIM

N

SCALE:No.

1/8" = 1'-0"

View Name

NameElevation

PROPOSED

EXISTING WORK (DEMOLISH)

EXTERIOR / INTERIORELEVATIONS

LEVEL LINE IN ELEVATIONSAND SECTIONS

COLUMN LINE GRID INDICATOR

DOOR IDENTIFICATION

EXISTING

DEMO EXISTING

BREAK LINE

? DRAWING KEYNOTE

1. THE CONTRACTOR SHALL COMPLY WITH THE CURRENT VERSION OF THE FLORIDA PRODUCT APPROVAL STATUTE 553.8425 FOR ALL EXTERIOR BUILDING ENVELOPE COMPONENTS AND SYSTEM PRODUCTS AS INDICATED IN THE

CONSTRUCTION DOCUMENTS.

2. THE CONTRACTOR SHALL PROVIDE WIND DESIGN ANALYSIS FOR ALL FIXED ATTACHMENT STRUCTURES ANDCOMPONENTS, IN ACCORDANCE WITH FLORIDA STATUTE 553.8425, LOCAL PRODUCT APPROVAL.

3. THE CONTRACTOR SHALL PROVIDE CERTIFICATE OF PRODUCT APPROVAL AND/OR SIGNED AND SEALED SHOP DRAWINGSAND WIND DESIGN ANALYSIS BY AN ACTIVE FLORIDA REGISTERED PROFESSIONAL ENGINEER, FOR ALL FIXED ATTACHMENTSTRUCTURES AND COMPONENTS LISTED HEREIN AND AS INDICATED IN THE CONSTRUCTION DOCUMENTS, AND MUST ALSOCERTIFY INDEPENDENCE FROM THE PRODUCT MANUFACTURER PRIOR TO THE BID OPENING.

4. IF THERE IS A FLORIDA PRODUCT APPROVAL SUBSTITUTIONS DEVIATING FROM THE CONTRACT DOCUMENTS, IT SHALL BESUBMITTED TO THE ENGINEER/ARCHITECT FOR REVIEW AND APPROVAL.

5. THE CONTRACTOR SHALL INCLUDE IN THEIR BID ALL ASSOCIATED COSTS TO PROVIDE A REGISTERED FLORIDASTRUCTURAL ENGINEER (PE) TO EVALUATE PROJECT EXTERIOR BUILDING ENVELOPE COMPONENTS, FOR WHICH THEFLORIDA BUILDING CODE DOES NOT HAVE ESTABLISHED STANDARD EVALUATION METHODS. THE ENGINEER'SEVALUATIONS SHALL BE A COMPLETE DESCRIPTION OF THE COMPONENT ASSEMBLY AND METHOD OF ANALYSIS,SIGNED AND SEALED, INCLUDING ALL EVALUATION CALCULATIONS.

FLORIDA PRODUCT APPROVAL GENERAL NOTES

FLORIDA PRODUCT APPROVAL LIST (BASIS OF DESIGN)

PRODUCT CATEGORY MANUFACTURER FLORIDA APPROVAL NO.SUB CATEGORY

EXTERIOR DOOR OVERHEAD DOOR 742.9ROLL-UP EXTERIOR DOOR ASSEMBLIES

EXPIRATION DATE

DATE REVISED ON 07/22/2005. NOEXPIRATION DATE REQUIRED

NOTE:CONTRACTOR SHALL SUBMIT NOA / FLORIDA PRODUCT APPROVAL FOR ALL EXTERIOR BUILDINGCOMPONENTS INCLUDING MANUFACTURER SPECIFICATIONS, INSTALLATION INSTRUCTIONS AND METHOD OF PROTECTION PERFLORIDA BUILDING CODE SECTION 1609.1.2 TO THE BUILDING DEPARTMENT.CONTRACTOR SHALL SUBMIT PRE-ENGINEERED BUILDING PLANS AND FOUNDATION TO THE BUILDING DEPARTMENT SIGN/SEALED BYA FLORIDA ENGINEER (PE).

PANEL WALL C/S - CONSTRUCTION SPECIALTIES NOA #09-0310.06WALL LOUVER06/03/2014

EXTERIOR DOOR CECO DOOR PRODUCT 4553.1SWINGING EXTERIOR DOOR ASSEMBLIES

DATE REVISED ON 07/23/2012. NOEXPIRATION DATE REQUIRED

PROJECT DESCRIPTION

THE PROJECT IS LOCATED IN NAPLES, FLORIDA. THE ADDRESS IS 8300 RADIO ROAD NAPLES, FL 34104.IT CONSISTS OF A PRE-ENGINEERED METAL STRUCTURE, WITH A TOTAL GROSS OF 4,414 SQ.FT.

Sheet Number:Drawn By:

JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:

No. Date Description

4030 West Boy Scout Boulevard, Suite 700Tampa, Florida 33607Phone: 813-282-7275

AAC000723

CO

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AR

EA

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AN

SIT

PA

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CO

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LO

RID

A

100024551

COLLIER COUNTYBOARD OF

COUNTY COMMISSIONERS

3301 EAST TAMIAMI TRAILNAPLES, FL 34112

239.352.8097

AR

Audie Robinson FL # AR94296

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G-001

COVER SHEET

MWC

PERMIT REVIEW

07/29/13

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

KAD

KEY SITE & PHASING PLAN

COLLIER AREA TRANSITPASSENGER TRANSFER FACILITY IMPROVEMENTS

BUS WASH BUILDINGCOLLIER COUNTY, FLORIDA

VICINITY MAP PROJECT LOCATION

SHEET NO. SHEET TITLE

S-302 MASONRY DETAILS

P-001 PLUMBING LEGEND

P-101 PLUMBING PLANS

E-001 ELECTRICAL LEGEND

E-101 ELECTRICAL SITE PLAN

E-201 LIGHTING FLOOR PLAN

E-301 POWER FLOOR PLAN

E-601 ONE-LINE DIAGRAM

E-602 PANEL SCHEDULES

E-801 DETAILS

E-802 DETAILS

SHEET NO. SHEET TITLE

G-001 COVER SHEET

G-002 LIFE SAFETY PLAN AND CODE DATA

A-101 FLOOR PLAN

A-102 CEILING & ROOF PLANS

A-201 ELEVATIONS

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS

A-501 DETAILS

A-502 DETAILS

A-601 DOOR SCHEDULE, DOOR DETAILS AND ROOM FINISHSCHEDULE

S-001 GENERAL NOTES

S-100 FOUNDATION PLAN & ROOF FRAMING PLAN

S-300 FOUNDATION DETAILS

S-301 FOUNDATION DETAILS 2

PROJECT GENERAL NOTES

DRAWING INDEX

ABBREVIATIONS

DRAWING ANNOTATIONS

1 12/11/13 BUILDING DEPT. COMMENTS

PF

LIFE SAFETY AND CODE REFERENCE TABLE

ITEM REQUIREMENT DETERMINATION/PROPOSED

1

OCCUPANT LOAD FACTOR

OCCUPANCY / USE GROUP

CONSTRUCTION TYPE

HEIGHT LIMITATION

AREA LIMITATION

45

NFPA & FFPC

FBC 312

TYPE VB

1 STORY

4,411 SF (GROSS)

FIRE RESISTANCERATINGS

EXIT ACCESS TRAVELDISTANCE

NUMBER OF EXITSMIN 1 EXITS IF </= 29 OCCUP.

OR 2,900 SF PROVIDED

EGRESS WIDTH

DEAD ENDS ATCORRIDOR

N/AN/A

FIRE ALARM SYSTEM NOT REQUIRED - B OCCUPANCY FIRE ALARM PROVIDED

ACCESSIBILITY

N/A

45 OCCUPS. X 0.2" = 9"MIN. DOOR CLEAR OPENING 32"

FIRE EXTINGUISHERS MAX. TRAVEL DIST. TOEXTINGUISHER = 75'

MAX. AREA PEREXTINGUISHER = 11,250 SF

REFERENCE

3

4

5

6

7

10

11

12

13

17

19

24

----

2 STORIES

9,000 SF

NOT REQUIRED

2 DOORS PROVIDED34" PROVIDED

34" DOOR CLEAR OPENING PROVIDED

FBC 602, TABLE 601 &507.3

FBC TABLE 503

FBC TABLE 601

NFPA 101 &TABLE A.7.6

NFPA 101 7.4.1.2 & 42.2.4

---

GROUP INDUSTRIAL

GROUP U (UTILITY)

SPECIAL-PURPOSE INDUSTRIAL,LOW HAZARD

1 PER 100 SF (GROSS) FBC 1004.1.1

NFPA 7.2.1.2.3.1 &7.3.3.1

FBC TABLE 906.3(1)2 PROVIDED, ORAS REQUIRED BY LOCAL

JURISDICTION

FBC TABLE 503

YES N/A ANSI A117.1ADAAG

2 AREA ---- 3,839 SF (NET) ---

A.) STRUCTURAL FRAME INCLUDINGCOLUMNS, GIRDERS, TRUSSES - 0 HR

B.) EXTERIOR BEARING WALLS - 0 HR

C.) NON BEARING WALLS - 0 HR

D.) FLOOR CONSTRUCTION - 0 HR

E.) ROOF CONSTURCTION - 0 HR

A.) STRUCTURAL FRAME -COMPLIED

B.) EXTERIOR BEARING WALLS -COMPLIED

C.) NON BEARING WALLS -COMPLIED

D.) FLOOR CONSTRUCTION -COMPLIED

E.) ROOF CONSTURCTION -COMPLIED

NFPA TABLE 42.2.5

UTILITY & MISCELLANEOUS

1 2

A

D

3

C

B

PATH B

PATH A

FE

FE

102

ENGINEWASH

101

BUSWASH

EQUIPMENT

103

BUSWASH

CANOPY ABOVE

FE

FE

(0 OCCUPANTS)

(9 OCCUPANTS)

NOTE:ONE EXIT ONLY SPACE

(7 OCCUPANTS)

NOTE:ONE EXIT ONLY SPACE

.

TRANSFORMER

FEFE

DRAFTING MATERIAL SYMBOLS

LOCATION OF MOST DISTANTOCCUPANT

EXIT LIGHT

EXIT DIRECTION OF TRAVEL

FIRE EXTINGUISHER WITHOUTCABINET

X

FE

GOVERNING CODES AND STANDARDS

FLORIDA BUILDING CODE, 2010 EDITIONFLORIDA BUILDING CODE EXISTING BUILDING, 2010 EDITIONFLORIDA BUILDING CODE PLUMBING, 2010 EDITIONFLORIDA BUILDING CODE MECHANICAL, 2010 EDITIONFLORIDA BUILDING CODE FUEL/GAS, 2010 EDITIONFLORIDA FIRE PREVENTION CODE, 2010 EDITIONFLORIDA ACCESSIBILITY CODE, 2012 EDITIONNATIONAL FIRE PROTECTION AGENCY (NFPA) 101 LIFE SAFETY CODE, 2009 EDITIONCOLLIER COUNTY VERTICAL STANDARDS, OCT. 2013 EDITION

GENERAL NOTE

1. NO HAZARDOUS OR FLAMMABLE MATERIALS ARE USED IN THE OPERATION OF THIS FACILITY.

2. CONTRACTOR SHALL PROVIDE A DESCRIPTION AND LIST OF ALL LIFE SAFETY PROVISIONS DURING CONSTRUCTION TOCOMPLY WITH NFPA 1 CHAPTER 16 TO THE FIRE MARSHAL AND COMPLETE ALL REQUIREDAHJ DOCUMENTS.

3. CONTRACTOR SHALL PROVIDE ALL FIRE EXTINGUISHERS, FIRE SUPPRESSION, ALARMS, STROBES AND CONNECTIONS THATARE NECESSARY TO COMPLY W/ THE FIRE MARSHAL'S AND AHJ'S LIFE SAFETY REQUIREMENTS FOR ISSUANCE OF THECERTIFICATE OF OCCUPANCY.

4. FIRE EXTINGUISHER SHALL BE MULTIPURPOSE DRY-CHEMICAL TYPE IN STEEL CONTAINER: UL-RATED 4-A:60-B:C, 10-LBNOMINAL CAPACITY, WITH MONOAMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN ENAMELED-STEEL CONTAINER.CONTRACTOR SHALL INSTALL WITH MANUFACTURER'S STANDARD STEEL MOUNTING BRACKETS. PROVIDE 3-WAY PROJECTINGSIGN - MOUNTED WITH THE WORDS "FIRE EXTINGUISHER" IN RED LETTER DECALS APPLIED TO MOUNTING SURFACE.ORIENTATION: VERTICAL, ABOVE EXTINGUISHER. CONFORM WITH NFPA 10, PLACEMENT NFPA 1 AND 101.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL GOVERNING CODES, STANDARDS ANDSPECIFICATIONS OF THE LATEST ADOPTED EDITION NOT LIMITED TO FOLLOWING:


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

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100024551




239.352.8097

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LIFE SAFETY PLAN AND CODE DATA

MWC

PERMIT REVIEW

07/29/13

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

KAD

EGRESS DATA (LIFE SAFETY)

EXIT ROUTE DISTANCE

PATH A 3' - 4"

PATH A 26' - 0"

PATH A 6' - 6"

35' - 10"

PATH B 25' - 0"

PATH B 4' - 8"

PATH B 14' - 0"

43' - 8"

SCALE: 3/16" = 1'-0"1

LIFE SAFETY PLAN

BUILDING GROSS SQAURE FOOTAGE

BUILDING GROSS COVERED CANOPY AREA

GROSS TOTAL

3842 SF572 SF

4414 SF

N

0' 4'

GRAPHIC SCALE: 3/16" = 1'-0"

16'8'


05/24/13 COUNTY COMMENTS


A-2013

A-201

A-201

A-201

4

1

2

1 2

A

D

3

51' - 4"

103

BUSWASH

101

BUSWASH

EQUIPMENT

102

ENGINEWASH

C

3

A-301

1

A-301

B

4

A-301

23

' - 4

"6

2' -

8"

86

' - 0

"

5' - 4" +/-

M.O.

14' - 0" 5' - 4"

26

' - 0

"

M.O

.

3' -

4"

1' -

4"

2

A-301

6' - 6" 5' - 4" 16' - 0" M.O. 8' - 0" +/- 8' - 0" M.O. 6' - 8"

M.O.

3' - 4" 4' - 0"

101

102

101.1

A-601

7

1

2

3

1

102.1

4

1' - 4" 25' - 4" 23' - 4" 1' - 4"

1' - 0"1' - 0"

1' -

4"

4

12

' - 0

"1

' - 4

"2

3' -

4"

30

' - 0

"3

0' -

0"

1' -

4"

12

' - 0

"

1' -

4"

5' - 4"16' - 0" M.O.

5' - 4" +/-

A-601

8

ABOVE

A-601

8Sim

SL

OP

E S

LA

B1

/8"

PE

R F

T.

1/8

" / 1

'-0

"

1/8" / 1'-0"1/8" / 1'-0"

1/8

" / 1

'-0

"

5

A-301

7' -

0"

11

' - 6

"1

2' -

2"

1/8" / 1'-0" 1/8" / 1'-0"

1/8

" / 1

'-0

"1

/8"

/ 1

'-0

"

A-601

4

44 TYP.

1/8

" / 1

'-0

"

1/8

" / 1

'-0

"

1/8

" / 1

'-0

"

1/8" / 1'-0"

1/8

" / 1

'-0

"

5

6

TYP.

777

8

7

4

4

44

449

9

9

9

9

9

44

4

4

4

44

2' - 0" 6' - 0"

10

11

A-101

2

12"

12

"1

2"

5' -

0"

1' -

4"

6' -

0"

TR

AF

FIC

DIR

EC

TIO

N

A-101

2Sim

104

COVEREDAREA

EWH

A-101

3

13.

13

13

13

14

.

18

.

2

A-310

Sim

12"

TY

P.

1' -

4"

12"

12"12"

TY

P.

1' -

4"

3' - 0" 12"

1' -

4"

TY

P.

CJ CJ

CJ

CJ CJ

20

20.

21

22 .

23

23

23

23

R 5' - 0"

R 5' - 0"

32

' - 0

"

9' -

4"

24CJ

CJ

CJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

1/8" / 1'-0"

1/8" / 1'-0"

1/8" / 1'-0"

25

25.

.

8' - 8"

15

151518

18

1. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD OR MASONRY UNLESS NOTEDOTHERWISE. DIMENSIONS DESIGNATED AS "CLR" OR "CLEAR" INDICATE A CLEARDIMENSION FROM FACE OF FINISH TO FACE OF FINISH. DIMENSIONS OF EXTERIORWALLS ARE TO THE OUTSIDE EDGE OF FOUNDATION BLOCK.

2. ALL DOOR FRAMES ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTEDOTHERWISE.

3. SEAL ALL JOINTS BETWEEN DISSIMILAR MATERIALS.

4. REFERENCE STRUCTURAL DRAWINGS FOR FILLED CMU CELL REQUIREMENTS.

5. CONTRACTOR SHALL PROVIDE COMPLETE PRE-ENGINEERED METAL BUILDINGSYSTEM.

6. CONTRACTOR SHALL PROVIDE FULLY FUNCTIONING AND TESTED BUS WASHSYSTEM, BUILDING, CANOPY, FOUNDATION, ALL CONNECTIONS AND COMPONENTS.

7. SEAL CONCRETE SLAB WITH WATER BASED SEALER, LOW VOC, DRIES TRANSPARENT,DURABLE GLOSS FINISH, WITH SLIP RESISTANT ADDITIVE.

8. ALL WALLS TO BE DESIGNED AND PROVIDED BY P.E.M.B. MANUFACTURER.

5' -

0"

6" 5' - 0" 6"

6"

4

12

M.O.

3' - 4" 4"

17

18

A

4" 4" 8' - 0" M.O. 4" 4"

9' - 4"

6' -

0"

1' -

4"

4' -

8"

1' -

4"

4

15

12

16

TYP.


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

LL

IER

AR

EA

TR

AN

SIT

PA

SS

EN

GE

R T

RA

NS

FE

RF

AC

ILIT

Y (

RA

DIO

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AD

)IM

PR

OV

EM

EN

TS

CO

LLIE

R C

OU

NT

Y, F

LO

RID

A

100024551




239.352.8097

AR


C:\

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A-101

FLOOR PLAN

MWC

PERMIT REVIEW

07/29/13

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

KAD

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

FLOOR PLAN

N

KEYNOTE LEGEND

KEY NO. KEYNOTE DESCRIPTION

1 TRENCH DRAIN AND GRATE

2 BUSH WASH EQUIPMENT (TIRE GUIDE ASSEMBLY)

3 BUSH WASH EQUIPMENT (BRUSH MACHINE ASSEMBLY)

4 6" DIA. METAL BOLLARD - CONCRETE FILLED, SEE DETAIL 5/A-501

5 6" HIGH CONCRETE CURB AROUND COLUMN, REFER TO STRUCTURAL

6 TYPE "D" CURB, REFER TO CIVIL DRAWINGS FOR DETAILS

7 8" DIA. METAL BOLLARD - CONCRETE FILLED, SEE DETAIL 5/A-501

8 TRANSFORMER, REFER TO ELECTRICAL

9 CONCRETE SPLASH BLOCK

10 ELECTRCIAL PANEL, REFER TO ELECTRICAL

11 FLOOR DRAIN

12 PRE-ENGINEERED METAL BUILDING w/ PRE-FINISHED METAL EXTERIORPANELS

13 BUS WASH EQUIPMENT, TYP.

14 PLUMBING EQUIPMENT, REFER TO PLUMBING DRAWINGS

15 6" THICK CONCRETE SLAB ON GRADE

16 COILING OVERHEAD DOOR

17 DOOR AND FRAME AS SCHEDULED


19 MECHANICAL EQUIPMENT, REFER TO PLUMBING DRAWINGS

20 STUD WALL ON BLOCK, SEE 2/A-310

21 EYE WASH, REFER TO PLUMBING DRAWINGS

22 ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL

23 PEMB MANUFACTURER TO PROVIDE STEEL COLUMN AS REQUIRED FORSUPPORT OF WALL GIRTS

24 SLAB CONTROL JOINT ALONG GRID LINE 2, REFER TO STRUCTURAL

25 4" THICK CONCRETE SIDEWALK ON GRADE, REFER TO CIVIL DRAWINGSFOR DETAILS

GENERAL FLOOR NOTES

0' 4' 8' 16'


24'

SCALE: 1/4" = 1'-0"2

ENLARGED PLAN

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

ENLARGED PLAN


1 2

A

D

3

C

3

A-301

1

A-301

B

4

A-301

2

A-301

5

A-301

4' - 8" 4' - 8"

8' - 0" 8' - 0" 5' - 7"

6' - 0" 12' - 0"

4' -

8"

7' -

0"

7' -

0"

2' -

5"

10

' - 0

"1

0' -

0"

10

' - 0

"1

0' -

0"

10

' - 0

"1

0' -

0"

10

' - 0

"8

' - 9

"3

' - 4

" +

/-

8' -

2"

10

' - 0

"5

' - 0

"

8' - 0" 8' - 0" 4' - 2"

4

TYP.

5' - 2"

10

' - 0

"7

' - 6

"5

' - 8

"4

' - 4

"5

' - 1

1 3

/8"

8

1 2

A

D

3

C

3

A-301

1

A-301

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

B

4

A-301

2

A-301

1

2

41

' - 8

"4

1' -

8"

D.S.

D.S.

D.S.

GJ

GJ

GJ

GJ

DS

DS

DS

RID

GE

2

A-502

5

A-301

3

5

5

6

7

DS

DS

DS

A-502

1

A-502

1 SIM.

1. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL FOR ADDITIONAL INFORMATIONAND ROOF PENETRATION DETAILS AND INFORMATION.

2. NOT USED.

3. VTR AND EXHAUST PENETRATIONS SHALL BE MINIMUM OF 4'-0" FROM EDGE OF ROOF(TYP.) SET BETWEEN ROOF PANEL SEAMS AND TO MATCH COLOR OF ROOF. DESIGNINTENT REGARDING LOCATION OF VTR PENETRATIONS SHALL BE MAINTAINED ASINDICATED ON ROOF PLAN.

4. PROVIDE CONTINUOUS LENGTHS FOR ALL ROOF PANELS.

5. PROVIDE ALL COMPONENTS FOR A COMPLETE WEATHER TIGHT ROOF SYSTEM WITHFLASHING AND SEALANT, EVEN IF NOT SPECIFICALLY NOTED TO PROVIDEDCOMPLETE WEATHERTIGHT CONDITION.

6. ROOF TOP PENETRATIONS SHALL OCCUR BETWEEN ROOF SEAMS. ROOF SEAMSSHALL BE INTERRUPTED ONLY WHEN ABSOLUTELY NECESSARY. ALL INTERRUPTEDSEAMS ENDS SHALL BE PACKED TIGHT WITH SEALANT FOR WATERTIGHTPERFORMANCE.

1. 6"x 6" GUTTER SHALL BE SLOPED 1/16" PER FT. FROM GUTTER TO DOWNSPOUT.

2. PROVIDED DOWNSPOUT AS INDICATED, ANCHOR TO BUILDING AT TOP. MIDDLE ANDBOTTOM OF DOWNSPOUTS, MAX. 4'-0" O.C.

3. DOWNSPOUT SHALL BE MIN. 6"X6" UNO.

4. PROVIDE DOWNSPOUT SCREENS AT ALL DOWNSPOUT LOCATIONS.


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

LL

IER

AR

EA

TR

AN

SIT

PA

SS

EN

GE

R T

RA

NS

FE

RF

AC

ILIT

Y (

RA

DIO

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AD

)IM

PR

OV

EM

EN

TS

CO

LLIE

R C

OU

NT

Y, F

LO

RID

A

100024551




239.352.8097

AR


C:\

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A-102

CEILING & ROOF PLANS

MWC

PERMIT REVIEW

07/29/13

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

KAD

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

CEILING PLANSCALE: 1/8" = 1'-0"

2ROOF PLAN

N

GENERAL ROOF NOTESGENERAL GUTTER NOTES

0' 4' 8' 16'


24'

KEYNOTE LEGEND


1 PEMB CONT. GUTTER

2 PEMB STANDING SEAM METAL ROOF SYSTEM

3 PEMB RIDGE VENT

4 LIGHT FIXTURE, REFER TO ELECTRICAL

5 SANITARY WASTE AND VENT PIPING

6 PHOTOCELL THRU WALL, REFER TO ELECTRICAL


8 PVC WALL PANEL SYSTEM ON PEMB LINER

ROOF

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

AD C 3

A-301B

COVERED AREA

4

A-301

2

A-301

2

3

1

6

7

8

8' - 6"

10

11

TY

PIC

AL

16

' - 0

"

12 10

3'-0" X 3'-0" (TYP)12" ABOVEDOOR FRAME

3'-0" X 3'-0"(TYP)

4

15

REF. PLAN

REF. PLAN

77

2

11

11

14

TYP.

10' - 0" MIN.

15' - 4" 15' - 4" 16' - 0" 16' - 0"

MCJMCJMCJ

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

123 1

A-301

2"

1'-0"

16'-0" WIDE x14'-0" HIGHOPENING

14' - 0"

T.O. OPENING

T.O. CMU

2

4

18

5

A-301

913

TY

PIC

AL

16

' - 0

"

3

14

3

15

6

10

3'-0" X 3'-0" (TYP)12" ABOVEDOOR FRAME

3' - 4"

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

1 2 31

A-301

2"

1'-0"

14' - 0"

16'-0" WIDE x14'-0" HIGHOPENING

6

3

2

T.O. OPENING

5

A-301

1213

1216

2

15

11

24' - 8 1/2" +/-

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

A DC3

A-301 B4

A-301

2

A-301

1

2

5

4

6

13

7

6

11

15' - 4" 16' - 0" 14' - 8" 15' - 4" 24' - 8"

MCJ MCJ MCJ MCJ

1. COLORS AND FINISHES SHALL MATCH EXISTING MAINTENANCE BUILDING.

2. PROVIDE CUSTOM COLORS AS NEEDED AND SELECTED BY OWNER.

3. REFER TO STRUCTURAL DRAWINGS FOR MASONRY CONTROL JOINT DETAILSAND REQUIREMENTS.


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

LL

IER

AR

EA

TR

AN

SIT

PA

SS

EN

GE

R T

RA

NS

FE

RF

AC

ILIT

Y (

RA

DIO

RO

AD

)IM

PR

OV

EM

EN

TS

CO

LLIE

R C

OU

NT

Y, F

LO

RID

A

100024551




239.352.8097

AR


C:\

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-A1

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A-201

ELEVATIONS

MWC

PERMIT REVIEW

07/29/13

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

KAD

SCALE: 1/8" = 1'-0"3

SOUTH ELEVATIONSCALE: 1/8" = 1'-0"

4EAST ELEVATION

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

WEST ELEVATIONSCALE: 1/8" = 1'-0"

1NORTH ELEVATION

KEYNOTE LEGEND


1 CONCRETE UNIT MASONRY

2 PRE-ENGINEERED METAL BUILDING w/PRE-FINISHED METAL EXTERIOR PANELS

3 8" DIA. METAL BOLLARD - CONCRETEFILLED, SEE DETAIL 5/A-501


5 PEMB STANDING SEAM METAL ROOFSYSTEM

6 PEMB CONT. GUTTER

7 PEMB DOWNSPOUT



10 PEMB LOUVER

11 WALL PACK, REFER TO ELECTRICAL

12 6" HIGH CONCRETE CURB AROUNDCOLUMN, REFER TO STRUCTURAL


14 TRANSFORMER, REFER TO ELECTRICAL

15 ELECTRCIAL PANEL, REFER TOELECTRICAL

16 COILING DOORS, REFER TO DOORSCHEDULE

0' 4' 8' 16'


24'

1 12/11/2013 BUILDING DEPT. COMMENTS1 12/11/13 BUILDING DEPT. COMMENTS


GENERAL ROOF NOTES

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

1 2 31

A-301

14' - 0"

T.O. OPENING

2"

1'-0"

A-310

3A-310

1

A-310

2

1

2

14

' -

0"

3' - 4"

T.O. CMU

5

A-301

A-501

2

7

12

14

15

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

AD C 3

A-301

B

A-310

4

A-310

5

4

A-301

2

A-301

3

1

2

1

6

3' - 4"

T.O. CMU

10

8

1212

17 TYP.

15' - 4" 15' - 4" 16' - 0" 16' - 0"

MCJ MCJ MCJ

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

1231

A-301

2

3

117

' -

4"

14

' -

0"

4

5

A-301

A-502

2

12121

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

123 1

A-301

5

14

' -

0"

5

A-301

7

11

12

13 13

1212

9

416

1

18 TYP.

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

A DC3

A-301

B4

A-301

2

A-301

7

8

9

3

10

7

12

REF. PLAN

11

18 TYP.


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

LL

IER

AR

EA

TR

AN

SIT

PA

SS

EN

GE

R T

RA

NS

FE

RF

AC

ILIT

Y (

RA

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)IM

PR

OV

EM

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TS

CO

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R C

OU

NT

Y, F

LO

RID

A

100024551



3301 EAST TAMIAMI TRAIL

NAPLES, FL 34112

239.352.8097

AR


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A-301

BUILDING SECTIONS

MWC

PERMIT REVIEW

07/29/13

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

KAD

SCALE: 1/8" = 1'-0"3

BUILDING SECTION

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

BUILDING SECTION

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

BUILDING SECTION

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

BUILDING SECTION

0' 4' 8' 16'


24'

NOTE:

BUILDING SECTIONS ARE FOR SUB-CONTRACTOR'S GENERAL

ORIENTATION ONLY. REFER TO ENTIRE CONSTRUCTION

DOCUMENTS & SPECIFICATIONS FOR ALL SYSTEMS TO BE

PROVIDED.

SCALE: 1/8" = 1'-0"5

BUILDING SECTION

KEYNOTE LEGEND


1 PRE-ENGINEERED METAL BUILDING w/

PRE-FINISHED METAL EXTERIOR PANELS


3 6" DIA. METAL BOLLARD - CONCRETE

FILLED, SEE DETAIL 5/A-501

4 PEMB CONT. GUTTER

5 8" DIA. METAL BOLLARD - CONCRETE

FILLED, SEE DETAIL 5/A-501


7 TRENCH DRAIN W/ SANDTRAP SYSTEM

8 PEMB RIDGE VENT

9 PEMB STANDING SEAM METAL ROOF

SYSTEM


11 FIBERGLASS GRATE


13 6" HIGH CONCRETE CURB AROUND

COLUMN, REFER TO STRUCTURAL


15 PEMB LOUVER

16 PEMB DOWNSPOUT

17 CONCRETE FOUNDATION, REFER TO

STRUCTURAL

18 WATERPROOFING, REFER TO

STRUCTURAL DRAWINGS

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

1

16

' - 8

"3

' - 4

"

A-501

3

3

7

8

10

6

A-501

1

A-502

3

14

15

14

16

TYP.

21

22

LINE OF COLUMNFOUNDATIONBEYOND, TYP.REF. STRUCTURAL

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

3

1

2

3

A-601

9

7' - 0"

OPENING

A-601

1

7

17

15

12

18

14

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

C

A-601

10

A-601

2

1

4

6

OPENING

11

9

3

13

14

19

14

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

A

4

5

1

1' - 4"

9

11 BEYOND

12

13

BEYOND

6

A-601

9Sim

A-601

1

20

16

19

T.O. SLAB0' - 0"

T.O. WALL20' - 0"

2

A-501

4

1' - 0"

3

4

A-502

2

3' - 4"

T.O. CMU

14

7

@ ENTIREPERIMETER OFROOM 101 & 102

TYP.

14

14

19

23


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

LL

IER

AR

EA

TR

AN

SIT

PA

SS

EN

GE

R T

RA

NS

FE

RF

AC

ILIT

Y (

RA

DIO

RO

AD

)IM

PR

OV

EM

EN

TS

CO

LLIE

R C

OU

NT

Y, F

LO

RID

A

100024551




239.352.8097

AR


C:\

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A-310

WALL SECTIONS

MWC

PERMIT REVIEW

07/29/13

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

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

1WALL SECTION

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

WALL SECTIONSCALE: 1/2" = 1'-0"

4WALL SECTION

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

WALL SECTIONSCALE: 1/2" = 1'-0"

2WALL SECTION

KEYNOTE LEGEND


1 PRE-ENGINEERED METAL BUILDING w/PRE-FINISHED METAL EXTERIOR PANELS


3 PEMB STANDING SEAM METAL ROOFSYSTEM




7 PEMB METAL GIRT

8 8" CMU BOND BEAM, REFER TOSTRUCTURE

9 PEMB FRAMING

10 PEMB DOWNSPOUT



13 PEMB RIDGE VENT




17 PEMB LOUVER

18 PEMB CONT. GUTTER

19 PEMB MANUFACTURER TO PROVIDESTEEL COLUMN AS REQUIRED FORSUPPORT OF WALL GIRTS

20 PEMB TRIM

21 4" THICK CONCRETE SIDEWALK ONGRADE, REFER TO CIVIL DRAWINGS FORDETAILS

22 6" HIGH CONCRETE CURB AROUNDCOLUMN, REFER TO STRUCTURAL

23 HOSE BIB, REFER TO PLUMBINGDRAWINGS

MIN

.

2"

T.O. CMU

PVC WALL PANEL SYSTEM ONPEMB LINER PANELS ON 8" Z-GIRTS

SILL ANGLE BY PEMBMANUFACTURER

8" BOND BEAM, REFER TOSTRUCTUREFLASHING BY

PEMB

PEMB EXTERIOR WALL SYSTEM

3' - 4"

BASE CLOSURE8" BOND BEAM, REFERTO STRUCTURE

SILL ANGLE BY PEMBMANUFACTURER

PVC WALL PANEL SYSTEM ONPEMB LINER PANELS ON 8" Z-GIRTS

8" CMU, REFER TOSTRUCTURE

PVC WALL PANEL SYSTEM ONPEMB LINER WHER SHOWN

T.O. SLAB0' - 0"

T.O. SLAB0' - 0"

PVC WALL PANEL SYSTEMON PEMB LINER PANELS

OUTSIDE CORNER TRIM FORPVC WALL PANEL SYSTEM

1/2

" M

IN.

CMU WALL

3/8" PT SHIM

T.O. SLAB0' - 0"

2' - 10"

6' -

0"

1' - 6"

8" ELBOW, BUS WASH SANDTRAP SYSTEM, SEEMANUFACTURERSREQUIREMENTS

WATERPROOFING, REFER TOSTRUCTURAL DRAWINGS

T.O. SLAB0' - 0"

2" REMOVABLEFIBERGLASS GRATE

STEEL ANGLE,SEE STRUCT.

CONCRETE SLAB,SEE STRUCT.

CROWN TOP W/ CONCRETE.PAINT 2 COAT EPOXY (TRAFFIC YELLOW)

STANDARD GALV. STEEL PIPE,REFER TO PLAN FOR DIAMETERSIZE.FACTORY PRIME, PAINT 2 COATEPOXY (TRAFFIC YELLOW)

FINISH PAVING/PAD, REFERTO PLAN & CIVIL DRAWINGS

3000 PSI CONCRETE FILLED

MIN

.

6"

3' -

0"

4' -

0"

MIN.

6"

1"

MIN

.

3000 PSI CONCRETE

CROWN TOP


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

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100024551




239.352.8097

AR


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A-501

DETAILS

MWC

PERMIT REVIEW

07/29/13

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

KAD

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

WALL DETAILSCALE: 1 1/2" = 1'-0"

4WALL DETAIL

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

WALL DETAILSCALE: 3/4" = 1'-0"

2PIT DETAIL

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

BOLLARD DETAIL

CLOSURE

GUTTER

GUTTER STRAP @ 16" O.C.

SELF-TAPPING FASTENERW/ NEOPRENE WASHER,TYP.

EAVE STRUT

WALL PANEL SYSTEM

ROOF PANEL SYSTEM

PER MFR.

1 3/4"

EAVE TRIM

DOWNSPOUT BEYOND

RIDGE FLASHING

PEAK PURLIN, TYP.

ROOF PANEL SYSTEM

ZEE METALCLOSURE


CLOSURE


RAKE METAL ANGLE

WALL PANEL SYSTEM

ROOF PANEL SYSTEM

RAKE TRIM

PURLIN

RAKE SUPPORT ANGLE

SEALANT TAPE

STAINLESS STEEL DRAW BAND

METAL STORM COLLAR FINISH -COLOR TO MATCH ROOF

RUBBER BOOT

RIVET BOOT TO PANEL @ 3" O.C. WITHCONT. BEAD OF SEALANT BETWEEN BOOT & PANEL

VTR ROOF PIPE PENETRATION

NOTE:

1. PROVIDE CLEARANCE FOR FASTENERS CONNECTINGTHE FLASHING AND ALLOWANCE SHALL BE PROVIDEDFOR THERMAL MOVEMENT OF ROOF AND BASEFLASHING PER MANUFACTURER RECOMMENDATIONS.

2. VTR STACK SHALL BE PAINTED TO MATCH ROOFCOLOR, TYP.

1" MIN.

EQ EQ


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

LL

IER

AR

EA

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PA

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EN

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100024551




239.352.8097

AR


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A-502

DETAILS

MWC

PERMIT REVIEW

07/29/13

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

KAD

SCALE: 3" = 1'-0"3

PEMB EAVE W/ GUTTER DETAIL

SCALE: 3" = 1'-0"2

PEMB ROOF RIDGE DETAIL

SCALE: 3" = 1'-0"4

PEMB EAVE / RAKE DETAIL

SCALE: 3" = 1'-0"1

PEMB PIPE PENETRATION DETAIL

AS

SC

HE

DU

LE

D

HE

IGH

T

AS SCHEDULED

WIDTH

D2D1

AS SCHED.

WIDTH

AS

SC

HE

DU

LE

D

HE

IGH

T

C1' - 4"

METAL WALL PANEL

METAL STUD BRACINGS ASREQUIRED PER OVERHEADDOOR MANUFACTURER

OVERHEAD DOOR ASSEMBLY

OVERHEAD DOOR GUIDE RAIL

PEMB PRE-FINISHED BASEDRIP EDGE

PEMB PRE-FINISHED JAMB TRIMBEYOND

PRE-FINISHED JAMBCLADDING BEYOND

PEMB METAL HEADER CHANNEL

PEMB PRE-FINISHED CLADDING

PVC WALL PANEL SYSTEM OVERPEMB LINER PANELS @ ROOM102 & 103

PANEL CLIP & CLOSURE

OVERHEAD COILING DOOR STEELANGLE AND FASTENER PROVIDED BYDOOR MANUFACTURER

WEATHER STRIP

OVERHEAD COILING DOOR

8" CMU

CONT. SEALANT & EXPANSIONFILLER BEYOND

CONCRETE PAD BEYOND, REF.PLAN & CIVIL

1/4" STEEL ANGLE WALL GUARD,PAINTED

EMBEDDED STUD ANCHOR, TYP.

METAL WALL PANEL

PANEL CLIP & CLOSURE

CONT. TAPE SEALANT

PEMB BASE DRIP EDGE

HOLLOW METAL DOOR FRAME

HOLLOW METAL DOOR

PVC WALL PANEL SYSTEMOVER PEMB LINER PANELS @ROOM 102 & 103

EMBEDDED STUD ANCHOR, TYP.

8" CMU, GROUT FILL REINFORCED CELL, SEESTRUCTURAL

CONT. SEALANT & EXPANSIONFILLER BEYOND

CONCRETE PAD BEYOND, REF.PLAN & CIVIL

1/4" STEEL ANGLE WALLGUARD, PAINTED

PVC WALL PANEL SYSTEM OVER PEMBLINER PANELS @ ROOM 102 & 103

PVC TRIM

EXTERIOR

INTERIOR

DOOR SCHEDULE ABBREVIATIONS

DOOR / FRAME MATERIAL

HM HOLLOW METAL

GS GALVANIZED STEEL

DOOR / FRAME FINISHES

PT PAINTED

PF PRE-FINISHED

DOOR NOTES:

1. PROVIDE PANEL SIGNAGE AT ALL OVERHEAD AND MANDOORS. COORDINATE MESSAGES WITH OWNER.

2. COLORS TO BE SELECTED BY OWNER.

AS

SC

HE

DU

LE

D

HE

IGT

H2

"

2"

AS SCHED.

WIDTH 2"

F1

ALUMINUM THRESHOLD

CONCRETE SLAB

SEAL INSERT

DOOR AS SCHEDULED

BED OF SEALANT

PEMB JAMB FLASHING BEYOND

DOOR FRAME AS SCHEDULED

PREMOLD JOINT MATERIAL

1/4

"

1/4

"

SLOPE PAD1/8" PER FT.

EXTERIORINTERIOR

WEATHER STRIPPING

OVERHEAD COILINGDOOR SLATS

OVERHEAD COILINGDOOR STEEL ANGLE BEYOND

BEVEL SLOPE AT DOORTO EXTERIOR

EXTERIORINTERIOR

PREMOLD JOINT MATERIAL

CONT. SEALANT

HOLLOW METAL DOOR JAMB

CONT. TAPE SEALANT

PEMB PRE-FINISHEDJAMB FLASHING

PEMB PRE-FINISHEDMETAL WALL PANEL

HOLLOW METAL DOOR

ALUM. THRESHOLD BEYOND

1/2" PER MFR.

PEMB SILL FLASHINGBEYOND

8" CMU, SEE STRUCTURAL

OVERHEAD COILING DOOR STEEL ANGLEAND FASTENER PROVIDED BY DOORMANUFACTURER

PEMB METAL CHANNEL JAMB

PEMB PRE-FINISHED JAMB FLASHING

WEATHER STRIP

OVERHEAD COILING DOOR SLATS

PEMB PRE-FINISHED METAL WALL PANEL

PEMB SILL FLASHING BEYOND

GIRT CLIP

GIRT

PVC WALL PANEL SYSTEM OVER PEMB LINERPANELS @ ROOM 102 & 103

PEMB PRE-FINISHED JAMB CLADDING

HOLLOW METAL DOOR JAMB

CONT. TAPE SEALANT

PEMB PRE-FINISHEDJAMB TRIM

PEMB PRE-FINISHEDMETAL WALL PANEL

HOLLOW METAL DOOR

ALUM. THRESHOLD BEYOND

1/2" PER MFR.

PEMB SILL FLASHINGBEYOND

GIRT

ATTACHMENT DOOR FRAMETO GIRT PER MFR. DETAILS

CLIP ANGLE AT SILL


PEMB METAL CHANNEL JAMB

PEMB PRE-FINISHED JAMBFLASHING

PEMB PRE-FINISHED METAL WALL PANEL

PEMB SILL FLASHING BEYOND


PVC TRIM

PEMB PRE-FINISHED JAMBCLADDING

SET NO.

DOOR HARDWARE SCHEDULES

HARDWARE SET

DESCRIPTION CATALOG NUMBER FINISH MFR

HW 01 3 HW HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE

1 EU STORE ROOM LOCK ND80PDEU RHO 626 SCH

1 SURFACE CLOSER 4040XP SCUSH 689 LCN

1 WALL STOP WS406CCV 630 IVE

1 SEALS 188S BLK ZER

1 THRESHOLD 65A MSLA-10 AL ZER

CODE

INTERIOR FINISH LEGEND

FINISH SIZE DESCRIPTION NOTE

SC SEALED CONCRETE - - SEE NOTE BELOW

PT-1 PAINT - LOW VOC PAINT FIELD PAINT

ROOM FINISH NOTES:

1. SEAL CONCRETE SLAB WITH WATER BASED SEALER, LOW VOC, DRIES TRANSPARENT,DURABLE GLOSS FINISH WITH SLIP RESISTANT ADDITIVE.


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

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100024551




239.352.8097

AR


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A-601

DOOR SCHEDULE, DOOR DETAILS AND

ROOM FINISH SCHEDULE

MWC

PERMIT REVIEW

07/29/13

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

KAD

DOOR TYPE

SCALE: 1 1/2" = 1'-0"10

PEMB HEAD DETAIL COILING DOORS

SCALE: 3" = 1'-0"7

JAMB DETAIL COILING DOORS

SCALE: 3" = 1'-0"9

PEMB HEAD DETAIL H.M. DOORS

SCALE: 3" = 1'-0"8

JAMB DETAIL BUS WASH OPENING

DOOR FRAME TYPE

SCALE: 3" = 1'-0"1

SILL DETAIL H.M. DOORSSCALE: 3" = 1'-0"

2PEMB SILL DETAIL COILING DOORS

DOOR SCHEDULE - WASH STATION

DOORNUMBER

DOOR

HARDWARENO.

FRAME

COMMENTSTYPE WIDTH HEIGHT THICKNESS MATERIAL FINISHDOOR HEAD

DETAIL #DOOR JAMB

DETAIL #DOOR SILLDETAIL # FINISH MATERIAL FRAME TYPE

101 D2 3' - 0" 7' - 0" 0' - 1 3/4" 16 GA. HM PT 9/A-601 3&6/A-601 1/A-601 HW 01 PT HM F1

101.1 D1 8' - 0" 10' - 0" 0' - 2" GS PF 10/A-601 4&7/A-601 2/A-601 - - - - MANUAL OPERATION

102 D2 3' - 0" 7' - 0" 0' - 1 3/4" 16 GA. HM PT 9/A-601 3&6/A-601 1/A-601 HW 01 PT HM F1

102.1 D1 14' - 0" 14' - 0" 0' - 2" GS PF 10/A-601 4&7/A-601 2/A-601 - - - - ELECTRIC OPERATION

SCALE: 3" = 1'-0"6

JAMB DETAIL H.M. DOORS

SCALE: 3" = 1'-0"4

PEMB JAMB DETAIL COILING DOORSSCALE: 3" = 1'-0"

3PEMB JAMB DETAIL H.M. DOORS

SCALE: 3" = 1'-0"5

PEMB JAMB DETAIL BUS WASH OPENING

ROOM FINISH

No. NAMEFLOORFINISH

WALLS CEILINGFINISHNORTH EAST SOUTH WEST

101 BUS WASH EQUIPMENT SC EXP EXP EXP EXP EXP

102 ENGINE WASH SC PVC PVC PVC PVC EXP

103 BUS WASH SC PVC PVC PVC PVC PVC

3 3 3 3

3333

2 1 2 2 1 2

2 2

2 2

a

a

a a

5 5

55

4 4

4

4

a

a

4

4

5 5

WALL PRESSURE DIAGRAMROOF PRESSURE DIAGRAM

4 55

a


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

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100024551




239.352.8097

LAL

GW

MARCIA L. ALVARADO, PE FL #71423

C:\

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S-001

GENERAL NOTES

MA

PERMIT REVIEW

07-30-2013

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

DESIGN CRITERIA

1 STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE(FBC) 2010.

2 VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTINGCONSTRUCTION. NOTIFY THE A/E OF ANY DISCREPANCIES ORINCONSISTENCIES.

3 DO NOT SCALE DRAWINGS

4 SEE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL AND PLUMBINGDRAWINGS FOR MISCELLANEOUS WOOD & STEEL MEMBERS & CONNECTIONSNOT SHOWN HERE IN.

5 SEE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL & PLUMBING DRAWINGSFOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS AFFECT THE STRUCTURALWORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED

6 COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS, WALLS ANDROOF WITH, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBINGREQUIREMENTS.

7 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTEREDUNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD.

8 REFERENCE W/ TOP OF SLAB "FIRST FLOOR", FINISH FLOOR EQUAL TO 0'-0"WHERE NOTED. VERIFY ALL ACTUAL ELEVATIONS W/ CIVIL DRAWINGS.

GENERAL NOTES

GRAVITY LOADS

LOCATIONUNIFORM LIVE

LOADCONCENTRATED

LIVE LOADUNIFORM DEAD

LOAD

ROOF 20 PSF --- SELF WEIGHT

WASH AREAS 125 PSF 2000 lbs

MECH. & ELEC. ROOMS 125 PSF 2000 lbs

DESIGN VEHICLES AASHTO HS 20-44

9

LIVE LOAD REDUCTION ON SUPPORTING ELEMENTS SHALL BE IN ACCORDANCEWITH THE BUILDING CODE. NO LIVE LOAD REDUCTION OF ROOF LOADING ISPERMITTED. UNIFORMED DEAD LOAD IS ADDITIVE TO ACTUAL STRUCTURALWEIGHTS

10 TRANSIENT LOADS

WIND LOADS

BASIC WIND SPEED ( 3 SEC. GUST) 151 MPH

BASIC WIND SPEED (3 SEC. GUST) NOMINAL 117 MPH

WIND IMPORTANCE FACTOR Iw 1.0

BUILDING OCCUPANCY CATEGORY I

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT (ENCLOSED) ±0.18

COMPONENTS & CLADDING DESIGN WIND PRESSURE *qSEE BLDG'S ROOF UPLIFT PLAN & WALL WIND LOAD TABLES FORAPPLICABLE PRESSURES.

SOIL PREPARATION AND FOUNDATIONS

1 PREPARE SOIL IN ACCORDANCE WITH PROCEDURES DIRECTED BYSPECIFICATIONS & GEOTECHNICAL REPORT.

2 REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE.

3 REMOVE EXISTING TOP SOIL, FILL, PAVEMENT OR FOUNDATIONS FROM THEBUILDING AREA AS REQ'D.

4 PROVIDE SOIL POISONING UNDER BUILDINGS FOR TERMITE PROTECTION.

5 REINFORCING SHALL BE SUPPORTED WITH METHODOLOGY APPROVED BYE.O.R.

6

CAST IN PLACE CONCRETE

1 CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FORSTRUCTURAL CONCRETE FOR STRUCTURES & BUILDINGS, ACI 301, LATESTEDITION REFERENCED IN BUILDING CODE, ACI 318-08.

2 THE CONCRETE REQUIRMENTS ARE:

A. CEMENT SHALL BY TYPE I OR II CONFORMING TO ASTM C150.

B. FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTM C33.

C. MIX REQUIREMENTS ARE:

CONCRETE CLEAR COVER OVER REINFORCING SHALL BE IN ACCORDANCEWITH ACI318-08 AS LISTED BELOW, UNLESS NOTED OTHERWISE.

3 CONCRETE REINFORCING SHALL MEET THE FOLLOWING:

A. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615GRADE 60. REINFORCING BARS REQUIRED TO BE WELDED SHALL CONFORMTO THE REQUIREMENTS OF ASTM A706 GRADE 60.

B. WELDED WIRE FABRIC SHALL CONFORM TO THE REQUIREMENTS OF ASTMA185.

C. ALL REINFORCING SHALL BE CONTINUOUS. CONTINUOUS BARS SHALL LAP INACCORDANCE WITH TABLE ON SHEET S003 UNLESS NOTED OTHERWISE.PROVIDE ADDITIONAL BENT BARS AT ALL CORNERS.

D. WELDED WIRE FABRIC SHALL LAP ON FULL SQUARE PLUS 2"

E. SHOP DRAWINGS SHALL BE SUBMITTED WITH REINFORCING STEEL DETAILEDIN ACCORDANCE WITH ACI 315

4 FORMING AND EMBEDMENTS SHALL MEET THE FOLLOWING:

A. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" INSIDEFORMS OR TOOLED TO 3/4" RAD., UNLESS NOTED OTHERWISE.

B. SLABS ON GRADE SHALL HAVE CONSTRUCTION JOINTS AND CONTROL JOINTS(SAWN JOINTS), LOCATED AS SHOWN ON THE DRAWINGS. CONTRACTORSHALL LOCATE SLAB JOINTS ON SHOP DRAWINGS.

C. WHERE NECESSARY, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATEDAT MIDSPAN. ALL JOINTS SHALL BE THOROUGHLY CLEANED ANDROUGHENED TO 1/4" PRIOR TO PLACING ADJACENT CONCRETE.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ALLFORMING, TEMPORARY BRACING AND SHORING.

E. ALUMINUM SHALL BE EMBEDDED IN CONCRETE & SHALL BE COATED WITH ABITUNASTIC PAINT PER THE SPECIFICATION. CONDUITS AND PIPINGEMBEDDED IN CONCRETE SHALL BE SPACED A MINIMUM OF FOUR DIAMETERSAND THE OUTSIDE DIAMETER SHALL BE LESS THAN 30% OF THE MEMBERTHICKNESS PLACED BETWEEN LAYERS OF REINFORCING.

5 AT CHANGES IN DIRECTION OF CONCRETE WALLS , FOOTINGS AND TIEBEAMS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTALSTEEL AS SHOWN ON THE DRAWINGS.

6 WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS @3" O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED.

7 PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BAR.

LOCATIONCAST AGAINST EARTHEXPOSED TO EARTH OR WEATHER #6 OR LARGEREXPOSED TO EARTH OR WEATHER #5 OR SMALLERSLABS AND WALLS NOT EXPOSED TO WEATHERBEAMS AND COLUMNS NOT EXPOSED TO WEATHERSLABS ON GRADE (COMES FORM TOP OF SLAB)

CLEAR COVER3"2"

1½"3/4"1½"1½"

LOCATIONTHICKENED SLAB FOUNDATIONSSLAB ON GRADE

MIN. F'C PSI40004000

GENERAL WORKMANSHIP NOTES

1 BRACE ALL CONSTRUCTION AGAINST GRAVITY AND WIND LOADS UNTILSTRUCTURE IS COMPLETE.

2 STRUCTURAL CONTRACTORS TO COORDINATE WITH ALL OTHER TRADES.

FORMWORK

1 FORMWORK REMOVAL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.REMOVE FORMS IN SUCH A MANNER AS TO INSURE JOB SAFETY AND TOPREVENT DAMAGE TO, AND CREEP DEFLECTION OF, THE STRUCTURE.MINIMUM GUIDELINES FOR THE REMOVAL OF SLAB FORMWORK ARE ASFOLLOWS:

A. FORMS FOR SPANS 5 FT. OR LESS MAY BE REMOVED 24 HOURS AFTERCOMPLETING THE CONCRETE POUR PROVIDED THE AIR TEMPERATUREDOES NOT FALL BELOW 60 DEGREES F AND THAT NORMAL SET ISACHIEVED. RESHORING IS NOT REQUIRED.

B. FORMS FOR SPANS 10 FT. OR LESS MAY BE REMOVED 72 HOURS AFTERCOMPLETING THE CONCRETE POUR PROVIDED THE CONCRETE STRENGTHREACHES 2100 PSI. RESHORING IS NOT REQUIRED.

C. FORMS FOR SPANS EXCEEDING 10 FT. MAY BE REMOVED 72 HOURS AFTERCOMPLETING THE CONCRETE POUR PROVIDED CONCRETE STRENGTHREACHES 2250 PSI. MISCELLANEOUS

1 CONCRETE PADS FOR MECHANICAL AND ELECTRICAL EQUIPMENT ON FLOORSSHALL BE NO LESS THAN 3 1/2" HIGH UNLESS OTHERWISE NOTED ANDREINFORCED WITH #3 BARS ON 12" O.C. EACH WAY, 1 1/2" FROM TOP OF SLAB.WHEN THE PAD EXCEEDS 10" IN THICKNESS, REINFORCE WITH #3 BARS ON 12"O.C. EACH WAY, TOP AND BOTTOM. ANCHOR PAD TO SLAB WITH #4 DOWELS AT24" O.C. EACH WAY, CAST OR CHEMICALLY ADHERED INTO SUPPORTING SLAB.

2 CONTRACTOR SHALL SUPPLY ALL ITEMS FOR ATTACHING MECHANICAL ANDELECTRICAL EQUIPMENT TO THE BUILDING STRUCTURE TO RESIST ALL LOADSINCLUDING WIND FORCES. ATTACHMENT SHALL BE MADE SO AS NOT TOOVERSTRESS STRUCTURAL MEMBERS. COORDINATE THE ATTACHMENTS ANDLOCATIONS OF THE EQUIPMENT WITH THE STRUCTURAL SHOP DRAWINGS.REFER TO THE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONALREQUIREMENTS.

3 SUBSTITUTION OF EXPANSION ANCHORS FOR ADHESIVE ANCHORS OREMBEDDED ANCHORS SHOWN ON THE DRAWINGS WILL NOT BE PERMITTEDUNLESS APPROVED BY THE ENGINEER OF RECORD IN ADVANCE.

4 THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ADDITIONAL SERVICES:

A VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, OPENING SIZES, MECHANICALEQUIPMENT WEIGHTS PRIOR TO STARTING WORK.

B REMOVE ALL ABANDONED FOUNDATIONS, UTILITIES, PIPELINES, ETC. THATINTERFERE WITH NEW CONSTRUCTION.

C REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO SUBMITTAL, NOTINGCHANGES MADE WHICH DO NOT COMPLY WITH DESIGN DRAWINGS.

D PROVIDE TEMPORARY BRACING AND SHORING TO PREVENT EXCESSIVEDEFLECTIONS AND DAMAGE DURING CONSTRUCTION. DESIGN OF TEMPORARYBRACING AND SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

E SUPPORT OF CEILING SYSTEMS, TOILET PARTITIONS, COUNTERS,MISCELLANEOUS EQUIPMENT, AND WINDOW SYSTEMS AS DEFINED IN THEARCHITECTURAL PLANS.

PRE-ENGINEERED METAL BUILDING

1. PRE-ENGINEERED, PRE-FABRICATED METAL BUILDINGS AND THEIRCOMPONENTS AND CONNECTIONS SHALL BE DESIGNED BY A STRUCTURALENGINEER REGISTERED IN THE STATE OF FLORIDA. SIGNED AND SEALEDEMBOSSED SHOP DRAWINGS SHOWING BUILDING CONFIGURATION WITHMEMBER SIZES & CONNECTIONS, DESIGN LOADS, DURATION FACTORS ANDERECTION DETAILS MUST BE SUBMITTED AND APPROVED PRIOR TOFABRICATION. ALL DETAILS INVOLVING PRE-ENGINEERED BUILDING FRAMESARE SUBJECT TO REVIEW AND ALTERATION UPON RECEIPT OF CERTIFIEDFRAME REACTIONS FROM THE BUILDINGS MANUFACTURER. ADDITIONAL COSTSDUE TO ANY SUCH ALTERATIONS WILL BE AT THE CONTRACTORS EXPENSEAND NOT THE OWNER.

2. THE DESIGN LOADS AND REACTIONS PROVIDED ARE SPECIFIED MINIMUMDESIGN LOADS AND REACTIONS. PRE-ENGINEERED, PRE-FABRICATED METALBUILDINGS SHALL BE DESIGNED BY THESE LOADS AND THEIR RESPECTIVEECCENTRICITIES WHERE APPLICABLE

3. THE PRE-ENGINEERED METAL BUILDING INFORMATION SHOWN IS A GENERALREPRESENTATION AND SHALL NOT BE USED FOR CONSTRUCTION.

SHOP DRAWINGS

1 NO CHANGES IN CONSTRUCTION FROM THAT SHOWN IN THE SHOP DRAWINGSREVIEWED BY THE A/E SHALL BE MADE WITHOUT THE SPECIFIC WRITTENAPPROVAL OF THE ENGINEER OF RECORD.

2 SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS,AND SHALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TOSUBMITTAL. NON-CONFORMING SUBMITTALS WILL BE RETURNED WITHOUTREVIEW.

3 SHOP DRAWINGS SHALL NOT BE REPRINTS OF CONTRACT DOCUMENTS & WILL BEBASIS FOR RETURNING THEM WITHOUT REVIEW.

REQUIRED STRUCTURAL INSPECTIONS

1 INSPECTIONS INSPECTIONS BY THE D-B'S QC STAFF.

A. FOUNDATION INSPECTION AFTER EXCAVATION AND SOIL PREPARATION, BUTPRIOR TO PLACING REINFORCING. AGAIN, AFTER REINFORCING PLACEMENT ANDPRIOR TO CONCRETE PLACEMENT.

B. CONCRETE SLAB ON GRADE/UNDERFLOOR INSPECTION SHALL BE MADE AFTERALL UNDERFLOOR EQUIPMENT IS IN PLACE, BUT PRIOR TO CONCRETEPLACEMENT OR OTHER FLOORING PLACEMENT.

C. FRAMING INSPECTION SHALL BE MADE AFTER ALL ROUGH MECHANICAL,ELECTRICAL, AND PLUMBING EQUIPMENT IS IN PLACE, BUT PRIOR TOFIREPROOFING OR WALL COVERING IS INSTALLED.

D. FINAL INSPECTION SHALL BE MADE WHEN THE CONTRACTOR HAS COMPLETEDTHE BUILDING AND IT IS READY FOR OCCUPANCY.

2 IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE, THEOWNER AND/OR DESIGN BUILD CONTRACTOR WILL PROVIDE QUALIFIEDPERSONNEL TO PERFORM THE FOLLOWING SPECIAL INSPECTIONS AND REPORTTHE FINDINGS TO THE ENGINEER. THIS DOES NOT RELIEVE THE CONTRACTOROF ANY RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH THEDESIGN DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR 72 HOURSIN ADVANCE OF ALL INSPECTIONS.

A. EXCAVATIONS, GRADING AND EARTH FILL SHALL BE INSPECTED IN ACCORDANCEWITH THE CODE AND CONTRACT DOCUMENTS.

B. FOUNDATION INSPECTION DURING THE PLACEMENT OF FOOTINGS AND SLABSON GRADE. ALL EMBEDDED BOLTS SHALL BE INSPECTED.

C. FRAMING INSPECTIONS DURING THE ERECTION OF ALL STEEL FRAMINGMEMBERS. INSPECTIONS OF ALL DECKING PLACEMENT AND ATTACHMENTS.

D. DUCTILE-MOMENT RESISTING STEEL FRAMES SHALL HAVE WELDS INSPECTED INACCORDANCE WITH THE CODE AND CONTRACT DOCUMENTS.

E. HIGH-STRENGTH BOLTS SHALL BE INSPECTED DURING INSTALLATION ANDTIGHTENED IN ACCORDANCE WITH THE CODE AND CONTRACT DOCUMENTS.

F. ALL REINFORCING STEEL SHALL BE INSPECTED PRIOR TO CONCRETEPLACEMENT.

G. ALL EPOXY CONNECTION HOLES SHALL BE INSPECTED TO BE DUST FREE.

H. ALL WELDS TO BE INSPECTED BY A CERTIFIED WELDING INSPECTOR.

3 INSPECTIONS AS REQUIRED BY THE CORPS OF ENGINEERS PROJECT ENGINEER.

MASONRY NOTES

11. LOCATION AND DETAILS OF CONTROL JOINTS AND ISOLATION JOINTS INREINFORCED MASONRY SHALL BE AS SHOWN ON THE ARCHITECTURALDRAWINGS. THE MAXIMUM SPACING OF CONTROL JOINTS SHALL BE 25'-4" &ISOLATION JOINTS SHALL BE AT A LENGTH TO HEIGHT RATIO OF 4:1 OR100'-0"O.C., WHICHEVER IS LESS. CONTRACTOR SHALL SUBMIT A JOINTLAYOUT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION.

12. ALL MASONRY IN CONTACT WITH SOIL SHALL BE NORMAL WEIGHT UNITS ANDHAVE ALL VOIDS FILLED WITH GROUT.

13. MASONRY WALL TO INTERLOCK (50% MASONRY BOND) AT ALL INTERSECTINGWALLS.

14. OMIT

MASONRY NOTES

1. CONFORM TO ACI BUILDING CODE REQUIREMENTS FOR MASONRYSTRUCTURES ACI 530/ASCE 5 & TO ACI SPECIFICATIONS FOR MASONRY ACI530.1/ ASCE 6. LATEST EDITION REFERENCED IN BUILDING CODE.

2. CONCRETE MASONRY UNITS (CMU) MATERIALS SHALL BE:

A. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE TWO CELL LIGHTWEIGHTAGGREGATE UNITS WITH A SPECIFIED MINIMUM COMPRESSIVE STRENGTHOF 1900 PSI ON NET AREA AT 28 DAYS CONFORMING TO ASTM C90. CMULOCATED BELOW GRADE, SHALL BE NORMAL WEIGHT AGGREGATE UNITS.

B. ALL MORTAR SHALL BE TYPE "S" OR "M" WITH A MINIMUM MORTARCOMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS CONFORMING TO ASTMC270. THE MINIMUM COMPRESSIVE STRENGTH (f'M) OF A PRISM ASSEMBLEDOF CMU AND MORTAR SHALL BE 1500 PSI AT 28 DAYS ON THE NET AREA.

C. CMU GROUT SHALL CONFORM TO ASTM C476 WITH 3/8" AGGREGATE WITHTHE FOLLOWING REQUIREMENTS: MIN. F'C=3000 PSI, MIN. CEMENT=611 PCY,MAX. W/C RATIO=0.65 AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 10".PROVIDE CLEAN OUTS AS SHOWN ON DRAWINGS. PUMP 40" MAXIMUMGROUT LIFTS WITH 60 MINUTE DELAY BETWEEN LIFTS.CMU GROUT SHALL CONFORM TO ASTM C476 WITH 3/8" AGGREGATE WITHTHE FOLLOWING REQUIREMENTS: MIN. F'C=3000 PSI, MIN. CEMENT=611 PCY,MAX. W/C RATIO=0.65 AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 10".PROVIDE CLEAN OUTS AS SHOWN ON DRAWINGS. PUMP 40" MAXIMUMGROUT LIFTS WITH 60 MINUTE DELAY BETWEEN LIFTS.

D. REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ASTM A615, GR 60.

E. JOINT REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ASTM A82WIRE WITH A MINIMUM YIELD GREATER THAN 70 KSI. LONGITUDINAL WIRESSHALL BE 9 GA (0.1483" DIA.) WITH LADDER TYPE WIRES CONNECTED AT 16"CENTERS. REINFORCING SHALL BE MILL GALVANIZED PER ASTM A641, CLASS3.

F. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL,SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUAREMESH SOFFIT SCREENING OF PUR-O-STOP OR EQUAL CENTERED OVERBLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED.WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL,SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUAREMESH SOFFIT SCREENING OF PUR-O-STOP OR EQUAL CENTERED OVERBLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED.

3. HORIZONTAL WALL REINFORCING:

A. PROVIDE BOND BEAM COURSES IN ALL WALLS AT THE TOP OF WALL ORPARAPET, AT FLOOR LEVELS (ABOVE GRADE), AT TOP OF OPENINGS ORIMMEDIATELY ABOVE LINTELS, BELOW OPENINGS AND AT BEARINGLOCATIONS. BOND BEAMS SHALL BE REINFORCED AS SHOWN IN PLANS. ALLINTERIOR STRUCTURAL WALLS (SHEAR AND/OR BEARING) SHALL HAVEINTERMEDIATE BOND BEAMS LOCATED AT THE SAME LEVELS AS EXTERIORBOND BEAMS.

B. PROVIDE BOND BEAMS AT INTERMEDIATE LOCATIONS IN EVERY SIXTHCOURSE (IE: 4'-0"O.C.).

4. VERTICAL REINFORCING:

A. PROVIDE VERTICAL REINFORCING (NORMAL REINFORCING) IN GROUT FILLEDCELLS IN ALL WALLS AS SHOWN ON PLANS AND SCHEDULES.

B. PROVIDE AN ADDITIONAL VERTICAL REINFORCING BAR WITH DOWELS INTOSUPPORTING MEMBERS, WITH SAME SIZE AND LENGTH AS THE NORMALREINFORCING BAR, AT THE FOLLOWING LOCATIONS UNLESS NOTEDOTHERWISE:

1. ON EACH SIDE OF A CONTROL OR ISOLATION JOINT

2. AT INTERSECTION OF WALLS

3. EACH SIDE OF A WALL OPENING

4. AT EACH END OF WALL

5. AT EACH BEAM BEARING

C. VERTICAL REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE TOP OFTHE SUPPORTING MEMBER TO EMBED AT LEAST 6" INTO THE TOP BONDBEAM. THERE SHALL BE A DOWEL, CAST INTEGRAL WITH THE SUPPORTINGMEMBER, FOR EACH VERTICAL REINFORCING BAR EXCEPT AS NOTED.

5. REINFORCING SHALL MEET THE FOLLOWING LAP, SPLICE AND EMBEDMENTREQUIREMENTS:

REINF. LAP OR SPLICE FOUND. EMBED. DOWELS STRAIGHT

BAR LENGTH IN WALL W/ HOOK INTO FOUND. INTO FOUND.

JOINT 16" N/A N/A

4 24" 8" 15"

5 30" 10" 19"

6 36" 12" 23"

7 42" 14" 27"

8 48" 16" 30"

HOOKS IF USED SHALL BE ACI STANDARD HOOKS.

6. CELLS WHICH CONTAIN REINFORCING STEEL (VERTICAL CELLS, BONDBEAMS, LINTELS AND PILASTERS) SHALL BE FILLED SOLIDLY WITH GROUTAND UNITS SHALL BE LAID WITH FULL BED JOINTS AROUND CELLS.

7. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENTSUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICALCELL

8. BOND BEAM AND JOINT REINFORCING FOR INTERIOR AND EXTERIOR WALLSSHALL BE CONTINUOUS THROUGHOUT, EXCEPT AT CONTROL AND ISOLATIONJOINTS, IT SHALL BE AS FOLLOWS:

A. INTERMEDIATE REINFORCING SHALL BE DISCONTINUOUS AT CONTROLJOINTS. REINFORCEMENT IN BOND BEAMS AT FLOOR AND ROOF DIAPHRAGMLEVELS SHALL BE CONTINUOUS.

B. AT ISOLATION JOINTS, ALL REINFORCING SHALL BE DISCONTINUOUS.

9 BARS AROUND PERIMETER OF OPENINGS SHALL EXTEND NOT LESS THAN 40BAR DIAMETERS OR 24", WHICHEVER IS LARGER, BEYOND THE CORNER OFTHE OPENING. VERTICAL JAMB BARS SHALL BE THE SAME SIZE AND NUMBERAS THE NORMAL VERTICAL REINFORCING.

10. OMIT

ULTIMATE C&C WIND PRESSURES (IN PSF)

AREA ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5

200 SF - - - +40.7 +40.7

- - - -44.8 -47.2

100 SF +22.0 +22.0 +22.0 +42.3 +42.3

-44.8 -63.0 -100.0 -46.0 -52.6

50 SF +27.9 +27.9 +27.9 +44.8 +44.8

-45.7 -70.8 -108.2 -46.0 -52.6

20 SF +27.9 +27.9 +27.9 +46.5 +46.5

-46.6 -80.4 -117.8 -50.6 -61.7

10 SF +31.0 +31.0 +31.0 - -

-49.3 -85.9 -127.0 - -

SCALE: 1/16" = 1'-0"1C & C WIND PRESSURES DIAGRAM

WIND LOAD NOTES

1. a - INDICATES END ZONE WIDTH IN FT.

2. GROSS PRESSURES SHALL BE LINERALY INTERPOLATED FORAREA NOT SHOWN IN TABLES

3. GROSS PRESSURES ARE FOR WINDOWS, DOORS, SECONDARYFRAMEWORK, METAL PANELS, ROOFING, ROOFINGACCESSORIRES AND OTHER BUILDING COMPONENTS.

4. POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARDSA PROJECTED SURFACE. NEGATIVE PRESSURES INDICATEPRESSURES ACTING AWAY FROM A PROJECTED SURFACE.

5. ROOF ZONES 1 THROUGH 3

6. WALL ZONES 4 AND 5

7. NET DESIGN ROOF PRESSURES SHALL BE CALCULATED USINGTHE GROSS WIND PRESSURES (MINUS) THE SELF WEIGHT OFTHE MATERIALS (DEAD LOAD). HOWEVER, THE APPLIED DEADLOADS SHALL NOT EXCEED 5 PSF FOR ROOF OF STRUCTURE.

8. FOR OTHER BUILDING DIMENSIONS NOT SHOWN, SEE PLANS.

9. WIND LOAD RESISTANCE TESTING SHALL USE ASCE 7 ORSECTION 1609 WIND LOADS, WHICH ARE PROVIDED THE TABELABOVE, MULTIPLIED BY 0.6 TO OBTAIN NOMINAL VALUES.

1 2 3

A

B

C

D

25' - 4" 23' - 4"

23

' - 4

"3

0' -

0"

30

' - 0

"

TS8 TS8

TS10X8

TS10X8

TS10X8

TS10X8

TS8 TS8

6" SLAB ON GRADEW/ #4 @ 12" O.C.

EA. WAY

TYP. LOWCMU WALL

1

S-300

2

S-300

3

S-300

TRENCH DRAIN,SLAB SLOPINGTO DRAIN, SEEARCH.

EXTERIOR SLABWITH ROOF

ABOVE

CONCRETEWALLS FORSAND TRAP

4

S-300

5

S-300

S-300

7

#5 HAIRPIN(TYP.)

TYP. LOWCMU WALL

6" CONCRETE CURBTYP. AT ALL PEMBCOLUMNS

SLOPESEE ARCH

SLOPESEE ARCH

SL

OP

ES

EE

AR

CH

SL

OP

ES

EE

AR

CH

SLOPESEE ARCH

SLOPESEE ARCH

SL

OP

ES

EE

AR

CH

TYP. PEMB COLUMN BYPEMB MFR.

PEMB MFR. PROVIDEINTERMEDIATE COLUMNSUPPORT FOR CENTER WALL

SEE ARCH. DWGS FORMASONRY CONTROLJOINT LOCATIONS

C.J. C.J.

C.J

.

C.J. C.J.


8

S-300

THICKEDEDSLAB

THICKEDEDSLAB

1 2 3

A

B

C

D

25' - 4" 23' - 4"

23

' - 4

"3

0' -

0"

30

' - 0

"

PEMB END FRAME

PEMB FRAME

PEMB FRAME

PEMB END FRAME

PEMB ROOF PURLINS

PEMB ROOF PURLINS

PEMB ROOF PURLINS

EDGE OF METALPANEL ROOF

TYP. PEMB COLUMN

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

RID

GE

SLOPESEE ARCH

SLOPESEE ARCH



EXTERIOR METALPANEL WALL

INTERIORMETAL PANEL

WALL


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

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100024551




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S-100

FOUNDATION PLAN & ROOF FRAMING

PLAN

MA

PERMIT REVIEW

07-30-2013

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

FOUNDATION PLAN NOTES

1. TOP OF SLAB ELEVATION 0'-0" (VERIFY W/ CIVIL)

2. BOTTOM OF THICKENED SLAB FOUNDATIONS = -3'-0", UNLESS SHOWN OTHERWISE OR REVISED BYGEOTECHNICAL ENGINEER.

3. FOR SLAB ON GRADE CONSTRUCTION, SEE GENERAL NOTES.

4. SEE ARCH. DRAWINGS FOR LOCATION/ LIMITS AND CONSTRUCTION INFORMATION OF INTERIORNONBEARING PARTITION WALLS NOT SHOWN ON STRUCTURAL PLANS (VERIFY W/ ARCH). SEEGENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION.

5. FOOTING SIZES FOR BUILDING PER FOUNDATION SCHEDULE ON THIS SHEET.

6. COORDINATE/ VERIFY DIMENSIONS AND ELEVATIONS W/ ARCH. DRAWINGS.

7. TERMITE POISON TREATMENT UNDER SLAB PER LOCAL CODE REQUIREMENTS.

8. PROVIDE CORNER BARS WHERE ALL FOOTINGS CHANGE DIRECTION AND AT FOOTINGINTERSECTIONS.

FOUNDATION SCHEDULE

MARK SIZE (LxWxD)

REINFORCEMENT

REMARKSLONGITUDINAL TRANSVERSE

TS8 8'-0" x 8'-0" x 3'-0" (8) #6 (8) #6 THICKENED SLABFOUNDATION

TS10x8 10'-0 x 8'-0 x 3'-0" (8) #8 (11) #8 THICKENED SLABFOUNDATION

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

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

1

SLAB ON GRADE,SEE PLAN

PEMB COLUMN BY MFR.

CMU WALL WITH #5VERTICAL @ 32" O.C.

THICKENED SLAB EDGEFOUNDATION, SEE PLAN

1' - 4"

6" CONCRETE CURBAROUND PEMB COLUMNS

HAIRPIN DETAIL

8'-0" T

YP.

12"60°

#5 HAIRPIN-SEE DETAIL

3' -

0"

6"

12"

12"

MIN. (4) 3/4" DIA. ANCHOR BOLTSWITH MIN. 1'-6" EMBED.(PEMBMFR TO PROVIDE FINAL SIZE)

8' - 0"

TYP. 8" BOND BEAMWITH #4 BAR CONT.

PEMB EXTERIOR WALLBY PEMB. SEE ARCH.

FOUNDATION PLAN0"

1

1' - 4"

TYP. (2) #5 CONT.

1' -

6"

1' - 0"

TYP. CMU WALL WITH#5 VERT. @ 32" O.C.


#4 BENT REBAR@ 18" O.C.


FOUNDATION PLAN0"

2

(2) #5 CONT.

#4 @ 18" O.C.


CMU WALL WITH #5@ 32" O.C. VERT.

1' -

6"

1' - 0"

T/ CMU WALL

ELEV: 3' - 4"


WALL PANEL SYSTEMWITH GIRTS BETWEENINTERMEDIATE COLUMNSBY PEMB MFR.

CONSTRUCTION JOINTS(TYP.) SEE PLAN

CONC. SLAB-ON-GRADE (SEE PLANFOR THICKNESS)

NOTES.1. SEE PLAN FOR SLAB THICKNESS.2. VERIFY JOINT THICKNESS WITH

JOINT FILLER MANUFACTURER'SRECOMMENDATION.

3. JOINTS ARE REQUIRED IN ALLEXPOSED SLABS. MAXIMUMSPACING OF JOINTS IS SHOWN ONTYPICAL SLAB JOINT PLAN.

4 SLABS SHALL BE POURED IN ASTRIP PATTERN WITH WIDTH NOTEXCEEDING WHAT IS SHOW ONTHE TYPICAL SLAB JOINT PLAN.

5. PROVIDE ISOLATION JOINT ATCOLUMNS.

6. SEE S-100 AND ARCHITECTURALDRAWINGS FOR CJ LOCATIONS.

TYPICAL SLAB JOINT PLAN

POUR STRIP CONTROL JOINTS(CJ)(TYP.) SEE PLAN

ANCHOR BOLTS,PER PEMB MFR.

PEMB COLUMN,SEE PLAN

BASE PLATE, PERPEMB MFR.

2"

MIN

.

2" MIN.

FOUNDATION PLAN0"

B C

4

S-300

14' - 0 3/8"

8" 46' - 6" 6" 3' - 0" 6" 3' - 0" 6" 6' - 0" 8"

15' - 11 5/8" 30' - 0"

60' - 0"

COORDINATE LOCATIONS AND SIZEOF CONCRETE OPENINGS FORPIPING WITH GC.

TY

P.

6"

TYP.8"

FOUNDATION PLAN0"

5

S-300

SLAB ON GRADE, SEE PLAN,SEE ARCH FOR SLOPE ANDDIRECTION

#5 @ 12" O.C. VERTICALAND HORIZONTAL

#5 @ 12" O.C.EA. WAY

TY

P.

3 1

/2"

CL

R.

CAST IN PLACECONCRETE WALLS ANDSLAB FOR SAND TRAP

2" REMOVABLEGRATING, SEE ARCH

TYP. L2-1/2"x1-1/2"x3/16"LLV CONT. ANGLE W/HEADED STUDS

SLOPESEE ARCH

SLOPE

SEE ARCH

8" TYP.

TY

P.

8"

TYP.1" BEARING

(GRATING WIDTH)

3' - 0"

BENTONITEWATERPROOFING

ELEV: -6' - 9"

1

C

PEMB COLUMN, BY PEMBMFR. SEE PART PLAN ONDETAIL 1 THIS SHEET FORBASE PLATE INFO.

4"

MIN

.

7 5/8" 8 3/8"

6" CONCRETE CURBAROUND PEMBCOLUMNS IN BUS WASH

CMU LOW WALL W/ #5VERTICAL @ 32" O.C.

4" MIN.

8"

8"

SEE ADDITIONALINFO ON MCJDETAIL 1/S-302

FOUNDATION PLAN0"

C

EXTERIOR SLAB ONGRADE, SEE PLANINTERIOR SLOPING


EXTERIOR DOOR,SEE ARCH.

1' -

6"

1' - 0"1' - 0"

8 3/8" 7 5/8"

TYP. (2) #5 CONT.

TYP. #4 BENTREBAR @ 18" O.C.

CO

OR

D. W

/ A

RC

H.

1/2

" S

TE

P


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

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100024551




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S-300

FOUNDATION DETAILS

MA

PERMIT REVIEW

07-30-2013

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

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SCALE: 3/4" = 1'-0"1TYP. EXTERIOR PEMB COLUMN FOOTING SCALE: 3/4" = 1'-0"2

TYP. EDGE OF SLAB DETAILSCALE: 3/4" = 1'-0"3THICKENED SLAB UNDER CMU WALL

SCALE: 3/4" = 1'-0"6SLAB ON GRADE JOINT NOTES

SCALE: 1/4" = 1'-0"5SECTION THROUGH SAND TRAP

SCALE: 3/4" = 1'-0"4SECTION AT SAND TRAP

SCALE: 3/4" = 1'-0"7PEMB COLUMN PLAN

NOTE: COORDINATE ALL BUSH WASHEQUIPMENT, PENETRATIONS, AND PIPINGTHROUGH CONCRETE WALLS WITH GC.

SCALE: 3/4" = 1'-0"8SECTION AT DOOR

3"

CO

NC

. C

OV

ER

FOOTINGS

A-3/4"

B-

C-3"

1 1/2" - #5 BARS &SMALLER 2" - #6 BARS &LARGER

A - 1"B - 2"C - 3"

CONC. COVER

CONC. COVER

BEAM / GIRDERS

CONC. COVER

A- 1 1/2"B - 2"C - 3"

TIES / STIRRUPS

COLUMNS, BEAMS & GIRDERS

SLAB

CONC. COVER

A - 1"B - 2"C - 3"

EXPOSED FACEOF STRUCTURALCONCRETE

WALLS

3" CONC. COVER

COVERA. NO EXPOSURE TO

GROUND, WEATHER, ORWATER AFTER FORMREMOVAL.*

B. EXPOSURE TO GROUND,WEATHER OR WATERAFTER FORM REMOVAL.

C. CONCRETE PLACEDAGAINST SOIL. *

TABLE A - REINFORCEMENT TENSION LAPS, EMBEDMENT AND HOOK LENGTHS NOTES FOR USE WITH TABLE A

fw = 60000psi f'c = 4000psi

CLASS "A" LAPBARSIZE

TOP BARS OTHER BARS TOP BARS OTHER BARS

CLASS "B" LAP

#3

#4

#5

#6

#7

#8

#9

#10

#11

19

1925 25

15

31

37 37

3124

24

54

54

54

62

15

32

19

29

42

70

77

85

62

60

66

40

48

70

80

90

100

110

70

77

85

62

HOOKS

19

9

10

12

17

22

24

26

1. LENGTH SHOWN CONFORM TO NON-SEISMICPROVISIONS OF ACI 318 FOR UNCOATEDBARS ENCLOSED BY PROPERLY SPACEDTIES OR STIRRUPS

2. CLASS "A" LAPS APPLY WHEN BAR LAPS ARESTAGGERED TO LAP HALF THE BARS ATONE LOCATION OR WHEN BARS.

1. LENGTH SHOWN CONFORM TO NON-SEISMIC PROVISIONS OF ACI 318 FORUNCOATED BARS ENCLOSED BY PROPERLY SPACED TIES OR STIRRUPS.

2. CLASS "A" LAPS APPLY WHEN BAR LAPS ARE STAGGERED TO LAP HALF THEBARS AT ONE LOCATION OR WHEN BARS ARE LAPPED AT THE LOCATION OF MINIMUMSTRESS IN THE BARS.3. CLASS "B" LAPS APPLY WHEN ALL BARS ARE LAPPED AT A LOCATION OF

MAXIMUM STRESS IN THE BARS.4. TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THATMORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BARS INANY SINGLE POUR.5. LAP AND EMBEDMENT LENGTHS HAVE THE SAME VALUE.6. CLEAR SPACING OF REINFORCING SHALL NOT BE LESS THAT 1" OR 1 BAR

DIAMETER. IF THE CLEAR SPACING IS LESS THAN SPECIFIED, MULTIPLY THEABOVE LENGTHS BY 1.5.

7. CLEAR COVER FOR REINFORCING SHALL NOT BE LESS THAN 1 BAR DIAMETEROR AS SPECIFIED IN SECTION 7.7 OF ACI 318. IF THE CLEAR COVER IS LESS THAN

SPECIFIED, MULTIPLY THE ABOVE LENGTHS BY 1.5.8. MULTIPLY THE ABOVE LENGTHS BY 1.3 FOR CONCRETE WITH LIGHTWEIGHT

AGGREGATE.9. MULTIPLY THE ABOVE LENGTHS BY 1.5 FOR EPOXY COATED REINFORCING.10. FOR CONCRETE STRENGTHS OTHER THAN 4000 PSI, MULTIPLY ABOVE LENGTHSBY 4000 / f'c.11. UNLESS NOTED OTHERWISE ALL FOOTING REINFCING BARS SHALL LAP AROUNDCORNERS.

"D"

HOURS OF POUR1/8" SAWCUT WITHIN 18

NOTE:PROVIDE SPACING OF JOINT AS CALLED FOR BY SPECS OR ASSHOWN ON PLANS BUT NOT TO EXCEED MAX. SPACING OF 25'-0"

SEE, PLANFOR REINF.

10-MIL VAPORBARRIER

SUBGRADEPREPARED PERGEOTECHNICALREPORT

"D"

HOURS OF POUR1/8" SAWCUT WITHIN 18

SEE, PLANFOR REINF.

10-MIL VAPORBARRIER

SUBGRADEPREPARED PERGEOTECHNICALREPORT

CONSTRUCTION JOINTCONTROL JOINT

10"

GREASE ONE HALFLENGTH OF BAR

1/2" DIA. SMOOTH BARSx 20" LG. @ 24" O.C.

D/4

MIN

.

D/4

MIN

.

"S"

"S"/2TYP.

"S"

"S"/

2T

YP

.

TYP.

2'-0" HOOK

SEE NOTE4 (TYP.)

INTERRUPTEDNORMAL REINF.(TYP.)

LAP DIAGONAL BARS ASSHOWN & HOOK ASNOTED. (SEE NOTE 3)

(TYP.)

MIN. LAPSEE NOTE 3

NOTES:1. NUMBER OF ADDITIONAL REINF. BARS AT

EA. SIDE OF OPENING SHALL EQUAL HALFTHE NUMBER OF INTERRUPTED BARS INEACH LAYER OF REINF.

2. SIZE OF ADDITIONAL REINF. BARS TOEQUAL SIZE OF INTERRUPTED REINF. BARS.

3. PROVIDE STD. HOOKS FOR BARS IF LAPLENGTH EXTENSION CANNOT BE OBTAINEDAT JOINTS OR OTHER OBSTRUCTIONS.PLACE ADDITIONAL BARS IN SAME PLANESAS INTERRUPTED REINF.

4. UNLESS NOTED OTHERWISE, SIZE OFDIAGONAL BARS SHALL BE THE SIZE OFTHE LARGEST NORMAL REINF. BAR CUT.LOCATE DIAGONALS IN EACH LAYER OFREINF.

5. PLACE DIAGONAL BARS INSIDE NORMALREINF.

6. ALL REINF. TO CLEAR OPENING OR FLANGECOLLARS BY 2".

ADDITIONALBARS SEE NOTE1 & 2 (TYP.)



(TY

P.)

MIN

. L

AP

SE

E N

OT

E 3

(TYP.)

LAP 2

'-0"

"S"

"S"/2TYP.

"S"

"S"/

2T

YP

.

TYP.

2'-0" HOOK

SEE NOTE4 (TYP.)


LAP DIAGONAL BARS ASSHOWN & HOOK ASNOTED. (SEE NOTE 3)

(TYP.)

MIN. LAPSEE NOTE 3




(TY

P.)

MIN

. L

AP

SE

E N

OT

E 3

(TYP.)

LAP 2

'-0"

1'-6

" LA

P

#5 HOOPEACH FACE



JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

LL

IER

AR

EA

TR

AN

SIT

PA

SS

EN

GE

R T

RA

NS

FE

RF

AC

ILIT

Y (

RA

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PR

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EN

TS

CO

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LO

RID

A

100024551




239.352.8097

LAL

GW


C:\

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S-301

FOUNDATION DETAILS 2

Author

PERMIT REVIEW

07-30-2013

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

SCALE: 3/4" = 1'-0"1LAP SPLICE SCHEDULE

SCALE: 3/4" = 1'-0"2TYP. CONST/CONTROL JOINT DETAILS

SCALE: 3/4" = 1'-0"3ADDITIONAL REINF. @ WALL OPENING

BACKER RODEA. FACE.

SEALANT FLUSH WITH MORTARJOINT PROVIDE SEALANT PERASTM C920 TYPE "S" GRADE"NS", CLASS 25

PROVIDEPOLYETHYLENEFOAM

REINF. EA. SIDE OFJOINT. MATCH WALLREINF. PER PLANS

BACKER ROD& SEALANT

CL. 1/2" CMUJOINT

2- PENCIL RODS @ 2'-0" OCVERT. WRAP & GREASE ONEEND OF BAR TO PREVENTBOND

WIDE FLANGENEOPRENE CONTROLJOINT MATERIAL

MASONRY BLOCK

HORIZONTALREINFORCING AT 16"O.C. - CUT HORIZ.REINF. AT WALL C.J.

PLAN

4'-6" 4'-6"

WCJ

ELEVATION

NOTES:1. MASONRY CONTROL JOINTS TO BE COORDINATED WITH

ARCH ELEVATIONS, PLANS AND SPECIFICATIONS.2. WALL CONTROL JOINTS SHOULD MATCH LOCATION OF

SLAB CONTROL JOINTS ONLY AS NOTED IN PLAN.3. CONTROL JOINTS @ MASONRY WALLS SHOULD BE

PLACED @ SPACINGS NOT EXCEEDING 25'-4" OR 3 TIMESTHE WALL HEIGHT WHICHEVER IS LESS. MORESPECIFICALLY WHEN SELECTING A LOCATION IT SHOULDINCLUDEA. CHANGES IN WALL HT. OR THICKNESS.B. AT INTERSECTING WALL.

4. G. C. TO PROVIDE SHOP DWG. W/ LOCATIONS OFCONTROL JOINTS & ALL VERTICAL REINF. FOR REVIEWBY A/E.

CONT. VERTICAL CONTROLJOINT MATERIAL PER PLANIN THIS DETAIL.

CONT. HORIZ. BOND BEAMREINF. THRU JOINT. WRAPBARS WITH MASTIC FOR BONDBREAK WITHIN 1'-6" OF JOINT.DO NOT LAP HORIZ. REINF.WITHIN 4'-0" OF CONTROLJOINT.

.

VERT. REINF. IN FULLYGROUTED CELLS

OPNG IN CMU 4'-0" TO8'-0".

GREATER THAN 8'-0",VERT. REINF. IN 3

CELLS

.OPNG IN CMU

LESS THAN 4'-0"

VERT. REINF. IN FULLYGROUTED CELLS

MASONRY CONTROLJOINT. SEE INSERT

PREMOLDEDCONTROLJOINT FILLER

DISCONTINUE HORIZ.REINF. AT ALL VERT.CONTROL JOINTS

NOTE: SUPPLY (1) #5 INSOLID GROUT AT EACH SIDEOF CONTROL JOINT ANDDEVELOP WITH 90 DEGREEHOOK INTO THE RAKEBEAM. EVEN IF NOTIMPLICITLY SHOWN ONPLANS.

SEALANT (U.L.RATED ATFIRESAFING)

REINF. IN SOLID GROUTEDVERT. MASONRY CELLS ASREQ'D IN PLAN AND AT ALLCORNERS, JAMBS, WALLINTERSECTIONS, EACH SIDE OFALL OPENINGS, EACH SIDE OFALL MASONRY CONTROLJOINTS.

9GA. HOT-DIPPED GALVANIZEDLADDER TYPE DUR-O-WALHORIZ. MASONRY REINF. @ 16"O.C. VERT., UNLESS NOTEDOTHERWISE. PROVIDEPREFABRICATED CORNERSAND T'S AT ALL CORNERS ANDINTERSECTIONS.

EQ

EQ


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

LL

IER

AR

EA

TR

AN

SIT

PA

SS

EN

GE

R T

RA

NS

FE

RF

AC

ILIT

Y (

RA

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)IM

PR

OV

EM

EN

TS

CO

LLIE

R C

OU

NT

Y, F

LO

RID

A

100024551




239.352.8097

LAL

GW


C:\

Revi

t Lo

cal C

op

ies\1

00

02

45

51

-CA

T W

ash

-S13

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en

tral_

23

55

6.r

vt

S-302

MASONRY DETAILS

Author

PERMIT REVIEW

07-30-2013

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

SCALE: 3/4" = 1'-0"1MASONRY CONTROL JOINT (MCJ)

SCALE: 3/4" = 1'-0"2REINF. & GROUTING DETAILS

COLD WATER (CW)

HOT WATER (HW)

VENT (V)

SANITARY (S)

GENERAL NOTESPLUMBING FIXTURE SCHEDULEPLUMBING LEGEND

FIXTURE CONNECTION SCHEDULE

..FLOOR DRAINFD-2

MARK TYPE OF PLUMBING FIXTURE

WATER

HOTP-TRAP

WATER

COLD

CONNECTION SIZES

1/2"HOSE BIBBHB-1

1. THE PLUMBING INSTALLATION SHALL COMPLY WITH THE 2010 FLORIDA

PLUMBING CODE.

2. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION

STANDARDS.

3. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT

ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS

REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY

STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER

POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES.

4. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES.

5. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN

MECHANICAL ROOMS OR AS SPECIFICALLY NOTED.

6. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE

NON-ACCESSIBLE CEILINGS.

7. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS,

AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE

EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE

ARCHITECTURAL DRAWINGS FOR FINAL FINISHES.

8. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH-IN AND MAKE

FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS,

VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER

FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS.

9. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS.

10. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS OR TRAP GUARDS.

11. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES,

DEVICES, APPLIANCES AND APPARATUS.

12. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED.

13. MOUNT HOSE BIBBS AND WALL HYDRANTS 18" ABOVE FINISHED FLOOR OR GRADE.

14. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE.

INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE.

15. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS.

INSTALL FLOOR DRAINS WITH GRATE FLUSH WITH FINISHED FLOOR.

16. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS,

ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY

ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS

SHALL BE RE-ROUTED AT NO ADDITIONAL COST.

17. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR

MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250

POUNDS ON THE FRONT OF THE FIXTURE.

18. PLUMBING CONTRACTOR SHALL INSULATE HOT WATER AND HOT WATER RECIRC

PIPING. INSULATION SHALL COMPLY WITH THE ENERGY CODE. INSULATION

MATERIALS SHALL HAVE A MAXIMUM FLAME SPREAD INDEX OF 25 AND SMOKE

DEVELOPMENT INDEX NOT GREATER THAN 50 WHEN TESTED IN ACCORDANCE

WITH ASTM E 84.

19. ADEQUATELY SUPPORT ALL PIPING AND EQUIPMENT USING HANGER RODS,

UNISTRUT OR OTHER PRE MANUFACTURED SUPPORT SYSTEM DESIGNED

SPECIFICALLY FOR HANGING MECHANICAL SYSTEMS.

20. INSTALL SHOCK ARRESTORS ON ALL QUICK CLOSING VALVES.

21. INSULATE ALL CONDENSATE DRAIN PIPING WITH 1/2" INSULATION.

22. INSULATE ALL HORIZONTAL FLOOR DRAIN PIPING FOR FLOOR DRAINS RECEIVING

CONDENSATE ABOVE GRADE WITH 1/2" INSULATION.

TYP.

VW

CO

VENTWASTE

TYPICAL

CLEANOUT

CAP ON END OF PIPE

BALL VALVE, FULL PORT

CHECK VALVE

GATE VALVE

PIPING TURNING DOWN

TEE - DOWN, BRANCH OUT OF BOTTOM

PIPING TURNING UP

BFF BELOW FINISHED FLOOR

IE INVERT ELEVATION

DN DOWN

AFF ABOVE FINISHED FLOOR

FD FLOOR DRAIN

IN INCHES

VTR VENT THRU ROOF

GPM GALLONS PER MINUTE

WS WASTE STACK

ABV ABOVE

BEL BELOW

FT FEET

FLOOR DRAIN (9" MECHANICAL ROOM)

CAST IRON BODY, SEEPAGE PAN, MEMBRANE CLAMP AND FRAME FOR 9" ROUND HEAVY DUTY

NICKEL BRONZE SLOTTED GRATE WITH SEDIMENT BUCKET

DRAIN - ZURN - ZN-508-Y

CLEANOUTS

GENERAL(ALL FLOOR CLEANOUTS): DURO-COATED CAST IRON CLEANOUT WITH MEMBRANE

FLANGE WITH PLASTIC COUNTERSUNK PLUG. CLEANOUT SHALL ADJUSTED TO FINISH FLOOR LEVEL

AFTER CONCRETE HAS SET. COVER PLATE SHALL BE NICKEL BRONZE.

FINISHED FLOOR - ZURN - ZN-1400

CARPETED FLOOR - ZURN - ZN-1400-CM

TILE FLOOR - ZURN - ZN-1400-X

EXTERIOR FLOOR - ZURN - ZN-1400-HD

WALL - ZURN - Z-1441 (ROUND STAINLESS STEEL COVER)

HOSE BIBB

EXPOSED BRASS HOSE BIBB, VACUUM BREAKER BACKFLOW PREVENTER, 3/4" FEMALE PIPE

THREAD CONNECTION AND LOOSE KEY HANDLE.

WOODFORD 24-3/4"

FD-2

CO

HB-1

AS SHOWN

TD-1 TRENCH DRAIN

GENERAL DEMOLITION NOTES

1. THE EXISTING DOMESTIC WATER SERVICE SHALL BE REMOVED ENTIRELY AND A NEW DOMESTIC WATER SERVICE INSTALLED AS SHOWN.

2. REMOVE THE EXISTING SANITARY SEWER TO THE POINT INDICATED ON THE PLANS. FIELDVERIFY THE EXISTING INVERT ELEVATION AND CONFIRM PROPER DEPTH FOR THE NEWCONNECTION. NOTIFY ARCHITECT AND ENGINEER OF RECORD OF CONFLICT.

3. SAW CUT THE EXISTING FLOOR SLAB FOR THE INSTALLATION OF NEW SEWER PIPING. PATCHFLOOR SLAB TO MATCH EXISTING.

TRENCH DRAIN

6" WIDE GARAGE BAY TRENCH DRAIN, HDPE MODULAR CHANNEL SECTION

HEAVY DUTY SLOTTED CAST IRON GRATE. COORDINATE REQUIRED

ZURN - Z886-HPD

TD-1

LENGTH WITH PLANS

. .

PLUMBING DRAWING LIST

PLUMBING LEGENDP-001

PLUMBING PLANSP-101

INSTALL PERMENANT SIGN OVER EACH HOSE BIBB, STATING

"NON-POTABLE - NOT SAFE FOR DRINKING"

EMERGENCY EYE WASH

PEDESTAL MOUNTED, STAINLESS STEEL BOWL, DUST COVERS ON SPRAY HEADS, STAY OPEN

BALL VALVE, 11 1/2 INCH DIAMETER BOWL

EYE WASH - GUARDIAN G1825

EEW-1

ELECTRIC WATER HEATERNo Scale

1

WATER HEATER SCHEDULE

PIPE TO FLOOR DRAIN

FLOOR DRAIN

1i" HIGH GALVANIZEDSTEEL DRAIN PAN

TANK DRAIN VALVE

HW SUPPLY

CW SUPPLY

4" HIGH CONCRETE PAD

THERMOSTAT

AMSE TEMP. AND PRESSURE RELIEFVALVE, ROUTE PIPING FULL SIZE

TO FLOOR DRAIN.

THERMOMETER

THERMALEXPANSION TANKEQUAL TOAMTROL ST-12

VACUUM RELIEF VALVE

EWH-2

REMARKSPOWERSTORAGE

GALLONS(GPH)@80°F TEMP(°F)BASIS OF DESIGN

STORAGERECOVERYELEMENTSYMBOL

SIZE

(H"xDIA")

EWH-2 208V, x 3 PHASEAO SMITH

34" X 20"∅140°3042DEN-30D

---4.5KW UPPER

4.5KW LOWER


JOB No.

Phase:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

LL

IER

AR

EA

TR

AN

SIT

PA

SS

EN

GE

R T

RA

NS

FE

RF

AC

ILIT

Y (

RA

DIO

RO

AD

)IM

PR

OV

EM

EN

TS

CO

LLIE

R C

OU

NT

Y, F

LO

RID

A

100024551




239.352.8097

TPW

CJA

1 12/11/2013 Building Dept. Comments

Building Dept. Comments01/22/20142

C:\

Revi

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ies\

10

00

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55

1-C

AT

Wash

-P1

3_C

en

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vt

P-001

PLUMBING LEGEND

TPW

PERMITREVIEW

07/26/2013

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

2

FAN SCHEDULE

PLAN MODEL ESP FAN VOLT/ DRIVELOCATION

TYPEPHASE

MOTOR

HP/WRPMIN.CFMTYPE

N0.MARK

NOTES:

1. MODEL NUMBERS AND FAN SELECTION ARE BASED ON GREENHECK.

ENGINE WASH ROOM 102

EF-1 SE1-14-436-A3 PROPELLER 2420 0.25 1750 1/3 115/1 DIRECT BUS WASH EQUIPMENT ROOM 101

EF-2

ACCESSORIES

ACCESSORIES:

1) BACKDRAFT DAMPER

2) THERMOSTAT

3) BIRDSCREEN

4) ROOF CURB

5) DISCONNECT SWITCH

6) DRAIN

7) EQUIPMENT SUPPORTS

8) INLET SCREEN

9) CURB MOUNT ROOF JACK

10) SPEED CONTROLLER

11) WALL SHUTTER

12) VIBRATION ISOLATORS

13) WALL CAP

14) WALL SHUTTER

15) WEATHER COVER

16) 2 SPEED / 1 WINDING

17) FILTERS

18) WALL COLLAR

19) FAN GUARD/SCREEN

20) COMPANION FLANGES

21) INSULATED HOUSING FOR SOUND CONTROL

2,5,14,18,25

22) HINGED FRAMES

23) SPARK/EXPLOSION PROOF

24) TIE-DOWN POINTS

SE1-14-436-A3 PROPELLER 2420 0.25 1750 1/3 115/1 DIRECT 2,5,14,18,25

25) MOTOR SIDE GUARD

2. CONTROLLED BY WALL MOUNTED THERMOSTAT SET AT 80 DEG F (ADJ).

1 2

A

D

3

C

B

2"ø CW

SEE CIVIL PLANSFOR CONNECTION

2" CW UP

3" SANI.E. FFE -3.0'

3"ø S

3" V

4" SANI.E. FFE-3.33'

4" SANTO TD-1

4"ø S

4" V

6" SANI.E. FFE-4.00'

6" OVERFLOW

6" SANI.E. FFE-4.24'SEE CIVIL FORCONTINUATION

6"ø S6"ø S

2"ø CW

2" PVC TOSETTLING PIT

2" PVC UP

2" PVC TO PIT

3/4" GALV.PIPE TO PIT

4" PVC TO PIT

4" PVC, 3/4" GALV. PIPE2" PVC UP TOREMEDIATION SYSTEM

CO

2" CW

1 2

A

D

3

C

B

103

BUSWASH

101

BUSWASH

EQUIPMENT

102

ENGINEWASH

250 GAL.CHEMICAL TOTE

ELEC. WATERHEATER

SOFTENER

PUMP

MASTER PANEL

AIR FILTER W/ AIRCOMPRESSOR

REMEDIATIONSYSTEM

PUMP

T

EF-1

EF-2

T

PROVIDE A STATIONARY INTAKE LOUVEROVER DOOR WITH MIN. 4.8 SQ.FT. FREEAREA. SEE ARCHITECTURAL DRAWINGSFOR INSTALLATION LOCATION ANDSPECIFICATION.

PROVIDE ASTATIONARYINTAKE LOUVEROVER DOOR WITHMIN. 4.8 SQ.FT.FREE AREA. SEEARCHITECTURALDRAWINGS FORINSTALLATIONLOCATION ANDSPECIFICATION.

WATER FILTERAND EXPANSION TANK

2"ø CW

SEE INTERCLEAN SCHMATIC FOR VALVE TYPES (TYP)

2" CW DN WITH SHUT OFF VALVE IN VERTICAL

1" PVC

CONNECT TOCHEMICAL ARCH

1 1/2" COPPER

1 1/2" COPPER

2" COPPER

1 1/2" PVC

1"ø CW1" PVC TOWASH SYSTEM

1 1/2" PVC TOPRE-RINSE ARCH

1 1/2"ø CW

3/4"ø CW

3/4"ø HW

3/4" HW DNTO WALL MOUNTEDPRESSURE WASHER

EWH-2

3" VTR

4" VTR

2" PVC2"ø CW

1"ø CW2" PVC

2" PVC DNTO SETTLING PIT

4" PVC DN

3/4" GALV DN

2" PVC DN

3" GALV PIPE

3" GALV PIPE TOWASH SYSTEM

2"ø CW 3/4"ø CA

1/4"ø CA

3/4"ø CA

1/4" CA HOSETO WASH SYSTEM

FD-2 WITHTRAP PRIMER

TD-1

1/2" CW DN TOHOSE BIB WITHSHUT OFF VALVE

1/2"ø CW

HB-1

HB-1

1/2" CW DN TOHOSE BIB WITHSHUT OFF VALVE

2" RPBP

NOTE: CONTRACTOR SHALLLABEL ALL WATER PIPINGAS "NON-POTABLE"

EEW-1

1/2" CW TOEYE WASH


JOB No.

Phase:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

LL

IER

AR

EA

TR

AN

SIT

PA

SS

EN

GE

R T

RA

NS

FE

RF

AC

ILIT

Y (

RA

DIO

RO

AD

)IM

PR

OV

EM

EN

TS

CO

LLIE

R C

OU

NT

Y, F

LO

RID

A

100024551




239.352.8097

TPW

CJA

1 12/11/2013 Building Dept. Comments

Building Dept. Comments01/22/20142

C:\

Revi

t Lo

cal C

op

ies\

10

00

24

55

1-C

AT

Wash

-P1

3_C

en

tral_

23

88

6.r

vt

P-101

PLUMBING PLANS

TPW

PERMITREVIEW

07/26/2013

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

1/8" = 1'-0"1

Plumbing Underground Plan

1/8" = 1'-0"2

Plumbing Floor Plan

2

2

2

DN

UP

NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT.

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

C

DDC

VFD

C

ST

SS

GND

EQ

L

C

J

GENERAL NOTES:ELECTRICAL SYMBOL LEGEND

AUTOMATIC TRANSFER SWITCH

TRANSFORMERT

DIRECT DIGITAL CONTROL PANEL

VARIABLE FREQUENCY DRIVE

5 MOTOR CONNECTION, NUMBER DENOTES HORSEPOWER

EDH-XELECTRIC DUCT HEATER

NEW

FUTURE

EXISTING AFFECTED BY THIS PROJECT

EXISTING TO REMAIN

EXISTING TO BE REMOVED

FLEXIBLE CONDUIT

CONDUIT CONTINUED

CONDUIT STUB

CONDUIT TURNING DOWN

CONDUIT TURNING UP

EQUIPMENT BRANCH CONDUIT

LIFE SAFETY BRANCH CONDUIT

CRITICAL BRANCH CONDUIT

GROUND OR GROUND ROD AS NOTED

BRANCH CIRCUIT CONDUIT EXPOSED

UNDERGROUND OR UNDER FLOOR.

BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB,

PHASE, NEUTRAL AND GROUND CONDUCTORS

CEILING OR IN WALL. CONDUIT SHALL INCLUDE

BRANCH CIRCUIT CONDUIT CONCEALED ABOVE

FLUSH MOUNTED

BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS,

SURFACE MOUNTED

BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS,

FLUSH MOUNTED

BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS,

BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS,

SIZE AS NOTED

MAGNETIC MOTOR STARTER OR CONTACTOR

POWER CONNECTION TO EQUIPMENT

OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS

SHUNT-TRIP BUTTON - FLUSH MOUNTED UNLESS

C3

A3 = PANELBOARD DEVICE

B3 = DISTRIBUTION BOARD DEVICE

C3 = SERVICE ENTRANCE DEVICE

SURGE SUPRESSOR

CONDUIT SEAL-OFF FITTINGS

JUNCTION BOX

CABLE TRAY

OTHERWISE INDICATED

PLUG-IN STRIP WITH RECEPTACLES, 18" O.C. UNLESS

GROUND BAR

PHOTOCELL, MOUNTED ON ROOF FACING NORTH

LIGHTING CONTROL TIME CLOCK

SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED

CLOCK RECEPTACLE

(RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND

RECEPTACLE CONNECTED TO THE EMERGENCY CIRCUIT

TICK MARKS SHOWN ON ANY DEVICE REPRESENTS

NOTE:

DUPLEX RECEPTACLE

(ORANGE DEVICE)

ISOLATED GROUND DUPLEX RECEPTACLE,

IG

MOUNTED ABOVE COUNTER

TWO DUPLEX RECEPTACLES WITH COMMON COVER

TWO DUPLEX RECEPTACLES WITH COMMON COVER

GFI RECEPTACLE MOUNTED ABOVE COUNTER

GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER.

EWCINSTALLER FOR MOUNTING HEIGHT)

ELECTRIC WATER COOLER. COORDINATE WITH EWC

SIMPLEX RECEPTACLE (EWC DENOTES

DUPLEX RECEPTACLE WITH TOP HALF SWITCHED

COVERPLATES WITH SPANNER HEAD SCREWS

DUPLEX SAFETY RECEPTACLE MOUNT

DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER

(BREAKER SHALL BE TWO POLE WITH COMMON TRIP)

EACH HALF ON SEPARATE CIRCUIT

DUPLEX RECEPTACLE WITH

AND ONE COMBINATION W/ VOICE/DATA OUTLET

FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES

FLOOR OUTLET BOX AND DUPLEX RECEPTACLE

SP

T

MP

M

F

LV

L

4K

3K

K

WPL

WP

P

4

3

a

AF DENOTES AMP FUSE SIZE

AR DENOTES AMP RATING OF SWITCH

30AR

20AF

WITH APPROPRIATE FLANGE.

PEDESTAL MOUNTED RECEPTACLE

DUPLEX RECEPTACLE

(1500 WATTS UNLESS OTHERWISE INDICATED)

DIMMER SWITCH

AND PILOT LIGHT

MANUAL MOTOR STARTER WITH OVERLOAD HEATERS

MANUAL MOTOR STARTER WITH OVERLOAD HEATERS

FAN SWITCH

LOW VOLTAGE SWITCH

SINGLE POLE SWITCH WITH SECURITY LOCKING KEY

FOUR-WAY KEY SWITCH

THREE-WAY KEY SWITCH

SINGLE POLE KEY SWITCH

WITH WEATHERPROOF LOCKING COVER

SINGLE POLE SWITCH

WITH WEATHERPROOF COVER

SINGLE POLE SWITCH

WITH PILOT LIGHT

SINGLE POLE SWITCH

FOUR-WAY SWITCH

THREE-WAY SWITCH

NF

30AR

SURFACE MOUNTED

NON-FUSED DISCONNECT SWITCH, SIZE AS NOTED

(SUBSCRIPT INDICATES ITEM CONTROLLED)

SINGLE POLE SWITCH

NF DENOTES NON-FUSED

AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED).

3 POLE UNLESS OTHERWISE NOTED

COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED30/3

03R

MCP

# OF POLES

NEMA STARTER SIZE

ENCLOSURE NEMA 1 UNLESS NOTED

SIZE

SURGE PROTECTION TYPE (TVSS)

DUPLEX RECEPTACLE

TWIST LOCK RECEPTACLE

FUSED DISCONNECT

D

BASIC MATERIALS CONT.BASIC MATERIALS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

GFCI

GFCI/WP

1. THE WORK PRACTICES EMPLOYED ON THIS PROJECT SHALL AT ALL TIMESCOMPLY WITH OR EXCEED THE LATEST ADOPTED EDITION OF THE NEC(NATIONAL ELECTRICAL CODE). ELECTRICAL CONTRACTOR SHALL

PROVIDE OR OBTAIN ALL REQUIRED LABOR, MATERIAL, EQUIPMENT,INSURANCE, TOOLS, PERMITS, INSPECTIONS, ETC. TO PERFORM THEPROJECT ELECTRICAL WORK AS PER NEC, LOCAL AGENCIES, AND OWNERREQUIREMENTS.

2. A COPPER EQUIPMENT GROUNDING CONDUCTOR, SIZED AS PER TABLE250-122 OF THE 2002 OR LATEST ADOPTED NEC, SHALL BE INSTALLED INEVERY RACEWAY AND EFFECTIVELY TERMINATED AT EACH DEVICE. UNLESSNOTED OTHERWISE, MINIMUM WIRES SIZE FOR PHASE, NEUTRAL ANDGROUND SHALL BE #12AWG AND MINIMUM CONDUIT SIZE SHALL BE 3/4".

3. ALL CONDUCTORS SHALL BE STRANDED COPPER TYPE THHN/THWN-2 UNLESS NOTED OTHERWISE.

4. RECESSED LIGHTING FIXTURE INSTALLATION SHALL BE COORDINATEDSTEEL FRAME AND MECHANICAL CONTRACTOR.

5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND POWER NEEDS OFEQUIPMENT WITH OWNERS REPRESENTATIVE (REVISE BRANCH CIRCUITS

AS REQUIRED), AND SHALL COORDINATE POINT OF CONNECTION ANDSERVICE SIZE WITH LOCAL UTILITY COMPANIES.

6. OUTLET AND JUNCTION BOXES SHALL BE PROVIDED AS PER NECREQUIREMENT ACCORDINGLY TO THEIR LOCATION.

7. ELECTRICAL CONTRACTOR SHALL PROVIDE REQUIRED RACEWAY FORA/C CONTROLS AS REQUIRED. FIELD COORDINATE WITH OTHER TRADES.

8. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTINGAND PATCHING REQUIRED TO PERFORM THE ELECTRICAL WORK.

OWNER/GENERAL CONTRACTOR SHALL BE NOTIFIED BEFORESTARTING ANY CUTTING AND PATCHING, AND SHALL BE DONE IN SUCH AMANNER THAT WILL NOT AFFECT THE BUILDING STRUCTURE. ELECTRICALCONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULTOF THE CUTTING AND PATCHING AND SHALL PROVIDE A CODECOMPLIANCE SOLUTION TO RESTORE THE BROKEN SYSTEMS AT NO EXTRACHARGE.

9. ELECTRICAL CONTRACTOR SHALL COORDINATE FINAL LOCATION OFDEVICES WITH OWNER TO AVOID CONFLICTS WITH CABINETS,

BACKSPLASH, MILLWORK, MIRRORS, ETC.

10. ELECTRICAL CONTRACTOR SHALL FOLLOW OWNER/GENERALCONTRACTOR, NATIONAL AND LOCAL AGENCIES, ETC. SAFETYREGULATIONS PROCEDURES. ELECTRICAL CONTRACTOR SHALL PROVIDEADEQUATE EQUIPMENT AND WORKING AREA PROTECTION TO PREVENTINJURIES TO PEOPLE AND DAMAGE TO PROPERTY.

11. ELECTRICAL CONTRACTOR SHALL FULLY TEST ALL ELECTRICALSYSTEMS UPON COMPLETION OF WORK.

12. IT IS THE BIDDER RESPONSIBILITY TO INSPECT THE PROJECT SITE ANDCONSTRUCTION DOCUMENTS PRIOR TO BIDDING. FAILURE TO DO SO

SHALL NOT RELIEVE THE ELECTRICAL CONTRACTOR TO COMPLY ANDPERFORM ITS WORK RESPONSIBILITIES UNDER THIS CONTRACT.

13. LABEL EACH SWITCH, RECEPTACLE, PANEL, AND JUNCTION BOXES WITHSOURCE PANEL AND CIRCUIT NUMBER.

14. VERIFY PHASE ROTATION ON ALL THREE-PHASE EQUIPMENT(DISCONNECTS, RECEPTACLES, ETC.)

15. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. CIRCUIT BREAKERSPROTECTING POWER PANELS, TRANSFORMERS, AND MOTORS SHALL BE

100%. CIRCUIT BREAKERS PROTECTING HEATING, AIR CONDITIONING ANDREFRIGERATION EQUIPMENT SHALL BE HACR RATED.

16. ALL POWER AND COMMUNICATION DISTRIBUTION CONDUITS AND HOMERUNS SHALL BE RUN ABOVE THE BOTTOM OF TRUSSES TO AVOID FIRERATED WALL PENETRATIONS. IF A FIRE WALL PENETRATION IS REQUIRED,THE ELECTRICAL CONTRACTOR SHALL USE AND PROVIDE A WALLPENETRATION PROCEDURE AND INSTALLATION APPROVED BY THE A.H.J.FOR THE FIRE RATED WALL TO BE PENETRATED.

17. ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE FINAL CONDUITSLOCATION WITH MECHANICAL CONTRACTOR DUCT WORK.

A 2

BATTERY PACK WITH TWIN HEADS

INDICATE QUANTITY OF LIGHT FIXTURES)

TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES

ON DRAWINGS

EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN

WALL MOUNTED EXIT LIGHT FIXTURE

(SHADED QUADRANT INDICATES FACE(S) OF FIXTURE)

DIRECTION ARROWS AS SHOWN

EXIT LIGHT FIXTURE

FLUORESCENT, OR INCANDESCENT WALL WASHER.

HID, FLUORESCENT, OR INCANDESCENT FIXTURE

BRANCH. (3 LAMP FIXTURES SHALL HAVE 2 LAMPS

TO LIFE SAFETY BRANCH, OTHER HALF TO NORMAL

HALF SHADING DENOTES HALF OF LAMPS CONNECTED

FLUORESCENT FIXTURE

COMPLETELY SHADED DENOTES LIGHT

FLUORESCENT FIXTURE

1 LAMP CONNECTED TO NORMAL).

HAVE 2 LAMPS CONNECTED TO CRITICAL,

TO NORMAL BRANCH. (3 LAMP FIXTURES SHALL

CONNECTED TO CRITICAL BRANCH, OTHER HALF

FLUORESCENT FIXTURE

FLUORESCENT FIXTURE DIAGONAL SHADING DENOTES

FLUORESCENT FIXTURE

FLUORESCENT STRIP FIXTURE

DIAGONAL SHADING DENOTES HALF OF LAMPS

CONNECTED TO LIFE SAFETY, 1 LAMP

FLUORESCENT WALL MOUNTED FIXTURE WITH

FIXTURE DESIGNATION

LOWER CASE LETTER INDICATES

a

CIRCUIT NUMBER

LIGHTING

CONTROL CIRCUIT SWITCH LEG

TO LIGHT FIXTURE CONNECTED TO CRITICAL BRANCH.

FIXTURE CONNECTED TO LIFE SAFETY BRANCH

CIRCUIT.

CONNECTED TO NORMAL).

WALL OUTLET BOX

SYMBOL DESCRIPTION

18. CONSTRUCTION PERMIT SET IS BASED ON INTERCLEAN BUS WASH SYSTEMGENERIC LAYOUT. FINAL EQUIPMENT LAYOUT AND INSTALLATION SHALL BEPER ACTUAL SYSTEM SHOP DRAWINGS.

19. PROVIDE NEMA TYPE 4 ENCLOSURES FOR ANY LOCATION SUBJECT TOSPLASHING WATER AND HOSE DIRECT WATER.


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

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A

100024551




239.352.8097

07/29/2013

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E-001

ELECTRICAL LEGEND

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

ELECTRICAL DRAWING INDEX

SHEETNUMBER DESCRIPTION

E-001 ELECTRICAL LEGEND

E-101 ELECTRICAL SITE PLAN

E-201 LIGHTING FLOOR PLAN

E-301 POWER FLOOR PLAN

E-601 ONE-LINE DIAGRAM

E-602 PANEL SCHEDULES

E-801 DETAILS

E-802 DETAILS

JLA

CAC

--

LIGHTING FIXTURE SCHEDULE

TYPE DESCRIPTION MANUFACTURER MODEL LAMP LOAD VOLTAGE

A LINEAR FLUORESCENT DESIGN. VAPOR TIGH LUMINAIRES. CONSTRUCTION IS 100%POLYCARBONATE, FLAME AND VANDAL RESISTANT.

BEGHELLI BS100T5HO HT 254W 120/277 PK48" 2-T5HO 108 VA 277 V

B1 THE MEDIUM WALL LIGHT IS IDEAL FOR GENERAL AND SECURITY LIGHTING. USE FOREXTERIOR APLICATIONS

NITE BRITES WIM 150 MMT LP 1-METALHALIDE

250 VA 277 V

Exit Light CAST ALUMINUM LED EXIT LIGHTING WILLIAMS EXIT/CA-SF-R-AF-BA-EM-SDT(EXIT/CAST/BRUSHED/SELF DIAG)

LED 2 VA 120 V

B

B

A

C

C

D

D

E

E

F

F

G

G

H

H

I

I

J

J

K

M

M

L

L

11.4 11.4

11.4

11.4

11.4

11.411.4

12.4

12.412.4

12.4

12.4

12.4 12.4

11.4

12.4

11.4

12.4

11.4

12.4

11.4

12.4

11.4

12.4

12.4

10.4

7.4

0.4

-3.6

-3.6

0.4

7.4

10.4

12.4

12.4

11.4

12.4

11.4

12.4

11.4

12.4

11.4

11.4

12.4

11.4

11.4

12.4

11.4

12.4

11.4

11.4

12.4

11.4

4.9

4.9

7.4

8.4

9.4

10.4

7.4

8.48.9

8.98.4

7.4

10.4

9.4

8.9

10.4

9.4

8.9

11.4

12.4

12.4

11.4

12.4

12.4

SILT FENCE

GATE

GATE

GATE

GATE

GATE

6' CLF

6' CLF

6' CLF6' CLF

15" C

RCP 24

" CRCP

15" CRCP

24" CRCP

4" CPVC

4" PVC

DRAIN

4" CH

DPE

4" CHDPE

4" CPVC

CONC FLUME (TYP.)

ASPHALT DRIVE

23.7

0.5' WIDEC.B.S. WALL

9.4918

10.3295

4' WIDE X 2.5' TALL HEDGE

4' WIDE X 2.5' TALL HEDGE

ASPHALT DRIVE/PARKING




OPEN FIELD

DEPREESSED AREA

LIFT STATION

GENERATORAREA

EXISTING POWERHANDHOLE SEE DETAIL #1

SHEET E-802

EXISTING CAT FUEL STATION BUILDINGMONITORING/CONTROLS

EXISTING3 PRIMARY CABLES IN 5"CONDUITBY UTILITY COMPANY.

FUELSTATIONBUILDING

BUS WASHBUILDING

EXISTING TELE/DATA HANDHOLE SEE DETAIL #1 SHEET E-802

EXISTING (1) CAT FUEL STATION BUILDING STANDBY POWER(1) CAT FUEL SATION ATS-2 CONTROLS

EXISTINGAUTOMATED GATE

EXISTING277/480V UTILITY

TRANSFORMER

EXISTING (1)2 1/2" C. FOR STAND BY POWER AND(1) 2" C. FOR ATS-2 CONTROLS TO FUEL STATION.

EXTEND (2)3 1/2" C. FOR STAND BY POWER AND(1) 2"C. FOR ATS-1 CONTROLS TO BUS WASH. FROM EXISTING HANDHOLE STUBOUT.

EXTEND 2"C. FROM DATA HANDHOLE TO BUS WASH

EXISTING TELE/DATA HANDHOLE SEE DETAIL #1 SHEET E-802

EXISTING POWERHANDHOLE SEE DETAIL #1

SHEET E-802

EXISTING TELECOMM(1)1-1/12"C.

EXISTING POWER(1)1"C.

(2)3 1/2" C.

12

43

7

5

6

EXISTING STANDBY POWER FOR FUEL STATION (1) 2 1/2"C.

EXISTING FUEL GENERATOR CONTROL (1) 2"C.

BUS WASH, PULL NEW WIRE FROM GENERATORPANEL. TO BUS WASH IN EXISTING (1) 2"C FOR ATSCONTROLS.

BUS WASH , PULL NEW WIRE FROM GENERATOR PANELGDP TO BUS WASH ATS IN EXISTING (2)3 1/2"C.

EXISTING STANDBY POWER FOR FUEL STATION (1) 2 1/2"C.

EXISTING FUEL GENERATOR CONTROL (1) 2"C.

BUS WASH , PULL NEW WIRE FROM GENERATOR PANELGDP TO BUS WASH ATS IN NEW CONDUIT. EXTEND (2)3 1/2"CFROM HANDHOLE TO BUS WASH ATS.

BUS WASH , PULL NEW WIRE FROM GENERATOR PANELTO BUS WASH ATS IN NEW CONDUIT. EXTEND (1)2"C FROMHANDHOLE TO BUS WASH FOR ATS CONTROLS.

PULL BOX


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

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A

100024551




239.352.8097

07/29/2013

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E-101

ELECTRICAL SITE PLAN

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

1" = 40'-0"1

ELECTRICAL SITE PLAN

LF

CAC

--

GENERAL NOTES

1. PROVIDE NEW SERVICE FEEDERS TO NEW ELECTRICAL BOARD "MDP" LOCATEDIN CAT WASH BUILDING AS SHOWN ON DRAWINGS. PROVIDE THE UNDERGROUNDPOWER CONDUIT AND FITTINGS AS REQUIRED.

2. COORDINATE THE EXECUTION OF ALL NEW WORK WITH EXISTING SITECONDITIONS AND UNDERGROUND UTILITIES. ALL NEW CONDUITS SHALL BEINSTALLED OUTSIDE OF ALL EXISTING AND NEW "DROP LINES" .

3. UTILITY ROUTINGS ON THIS SHEET ARE SCHEMATIC AND MAY DO NOT REPRESENTTHE REQUIRED "AS-BUILT" CONDITION. COORDINATE INSTALLATION OF SITE UTILITIESAMONG THE AFFECTED DISCIPLINES PRIOR TO INSTALLATION.

N

1

KEYED NOTES

PROPOSED ROUTING OF UTILITY TRANSFORMER SECONDARY SERVICEFEEDER TO ATS-1 OUTSIDE OF WASH BUILDING . INSTALL DIRECT BURIEDSERVICE FEEDER FROM THE SECONDARY OF THE UTILITY TRANSFORMER TOSERVICE ENTRANCE RATED ATS. CONDUITS SHALL BE MINIMUM 2' BELOWFINISHED GRADE. PROVIDE WITH A WARNING TAPE THROUGHOUT THELENGTH OF THE RUN.

PROVIDE 2 SETS OF 3 1/2"C. FOR NORMAL POWER. PROVIDE PVC 40THROUGHOUT THE LENGTH OF THE RUN AND TRANSITION TO "RIGID STEELCONDUIT" (RGS) TO STUB-UP CONDUITS 6" ABOVE GROUND ON BOTH ENDS.

PROPOSED ROUTING OF LOW VOLTAGE STANDBY POWER CONDUITS TOSERVICE ENTRANCE RATED 600A ATS-1 OUTSIDE OF WASH BUILDING .DIRECT BURIED SERVICE CONDUITS. CONDUITS SHALL BE MINIMUM 2' BELOWFINISHED GRADE. PROVIDE WITH A WARNING TAPE THROUGHOUT THELENGTH OF THE RUN.

PROVIDE 3 CONDUITS : 2 SETS OF 3 1/2"C. FOR STANDBY POWER AND (1) 2"C.FOR ATS-1 CONTROLS. PROVIDE PVC 40 THROUGHOUT THE LENGTH OF THERUN AND TRANSITION TO "RIGID STEEL CONDUIT" (RGS) TO STUB-UPCONDUITS 6" ABOVE GROUND ON BOTH ENDS.

2

3

4

CONT. KEYED NOTES

PROVIDE 600AMP MAIN ENTRANCE "ATS-1" AND 600A 100% RATEDENCLOSED CIRCUIT BREAKER AND "METER" OUTSIDE OF BUS WASHBUILDING. COORDINATE LOCATION IN FIELD WITH THE OWNER ANDINSTALLATION WITH EQUIPMENT MANUFACTURER.

PROPOSED LOCATION OF NEW PANEL "MDP". COORDINATE LOCATION WITHWASH BUILDING. PRIOR TO INSTALLATION. REFER TO DRAWING E-601 FORFURTHER INFORMATION.

PROPOSED ROUTING OF LOW VOLTAGE SERVICE CONDUITS. PROVIDESERVICE CONDUITS DIRECT BURIED FROM UTILITY TELE/DATA SERVICEMANHOLE TO WASH BUILDING. CONDUITS SHALL BE MINIMUM 2' BELOWFINISHED GRADE. PROVIDE WITH A WARNING TAPE THROUGHOUT THELENGTH OF THE RUN. COORDINATE FINAL CONDUIT ROUTING ANDELECTRICAL REQUIREMENTS (INCLUDE QUANTITY OF CONDUITS ANDTERMINATION LOCATION WITH THE LOCAL UTILITY AND BUILDING OWNER)PRIOR TO BID.

6

7

5

12" = 1'-0"

POWER HANDHOLE

PC

1 2

A

D

3

103

BUSWASH

101

BUSWASH

EQUIPMENT

102

ENGINEWASH

C

B

104

COVEREDAREA

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A A A

A A A

A

A

A A A

A A A

A

B1

B1

B1

B1

B1

B1

B1

B1

A

A A

A A

A A

HA1 - 2 HA1 - 4

HA1 - 2 HA1 - 4

HA1 - 2 HA1 - 4

HA1 - 2 HA1 - 4

HA1 - 2 HA1 - 4

HA1 - 2 HA1 - 4

HA1 - 2 HA1 - 4

HA1 - 2 HA1 - 4

HA1 - 2 HA1 - 4

HA1 - 6 HA1 - 6 HA1 - 6

HA1 - 6 HA1 - 6 HA1 - 6

HA1 - 6

HA1 - 6

HA1 - 6 HA1 - 6 HA1 - 6

HA1 - 6

HA1 - 6

HA1 - 6 HA1 - 6 HA1 - 6

HA1 - 10 HA1 - 10

HA1 - 10 HA1 - 10

HA1 - 10 HA1 - 10

HA1 - 8 HA1 - 8

HA1 - 8

HA1 - 8

HA1 - 8

HA1 - 8

HA1 - 8

HA1 - 8

LA1 - 12

LA1 - 12


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

KEY PLAN

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100024551



3301 EAST TAMIAMI TRAIL

NAPLES, FL 34112

239.352.8097

07/29/2013

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E-201

LIGHTING FLOOR PLAN

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

N

1/8" = 1'-0"1

LIGHTING PLAN

JLA

CAC

--

1

KEYED NOTES

ROUTE WALL PACK LIGHTING CIRCUIT THROUGH

LIGHTING CONTACTOR LOCATED IN BUS WASH

EQUIPMENT ROOM# 101. REFER TO LIGHTING

CONTACTOR WIRING DIAGRAM ON SHEET E-001.

MOUNT PHOTOCELL AT A MINIMUM OF 12" ABOVE

FINISH ROOF FACING NORTH COORDINATE EXACT

LOCATION WITH MANUFACTURER'S RECOMMENDATION

AND PROVIDE AS NECESSARY. BOND EQUIPMENT TO

THE LIGHTNING PROTECTION SYSTEM IN

ACCORDANCE WITH THE NFPA 780.

2

GENERAL NOTES

1. REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL

MOUNTING HEIGHTS OF ALL WALL MOUNTED LIGHT

FIXTURES. UNLESS NOTED OTHERWISE, ARCHITECTURAL

ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL

FIXTURES.

2. COORDINATE FINAL PLACEMENT OF LIGHT FIXTURES IN

ALL MECHANICAL SPACES WITH THE FINAL INSTALLED

LOCATIONS OF ALL MECHANICAL DUCTWORK AND PIPING.

WPWP

AT

S

J

J

J

J

J

J

J

J

J

J

J

J J

J

J

J

J

J

J

J

J

J

J

J

J

J

JJ

J

JJ

1 2

A

D

3

103

BUSWASH

101

BUSWASH

EQUIPMENT

102

ENGINEWASH

C

B

ABOVE

SL

OP

E S

LA

B1

/8"

PE

R F

T.

TYP.

TYP.

104

COVEREDAREA

EWH

.

.

.

CJ CJ

CJ

CJ CJ

.

.

CJ

CJ

CJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

METER

MDP

T-LA1

LA1

HA1

GND

+24

+24

1

6

5

5

6

LCN

MDP - 3

HA1 - 7,9,11

LA1 - 1

LA1 - 3

60AR

30AF3R

LA1 - 6

60AR

30AF3R

LA1 - 5

4 3

53

57

56

60

51/61

58

52/62

54

1 2

6

5

23/24

23 24

8

19/20/21/22

15

16

10

26 25

25/26

9

11 12

13 14

17/18

4

LA1 - 2

LA1 - 4

6

5

60AR

30AF3R

60AR

30AF3R

56

LA1 - 7

3

8


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

KEY PLAN

CO

LL

IER

AR

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CO

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RID

A

100024551




239.352.8097

07/29/2013

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.rvt

E-301

POWER FLOOR PLAN

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

N

JLA

CAC

--

PANELBOARDS LOCATED WITHIN NON-DEDICATED ELECTRICAL ROOM SHALL HAVE A CLEARANCE RECTANGLE PER NFPA 70 SECTION #110.116 PERMANENTLY MARKED ON THE FLOOR WITH "ELECTRICAL ACCESS - NOT FOR STORAGE" STENCILED WITHIN.

PROVIDE 480V, 3PH 30A FUSE DISCONNECT IN NEMA 3R ENCLOSURE FOR MASTER CONTROL PANEL. FUSE AT 15A. COORDINATE EXACTLOCATION CONTROL PANEL WITH INTERCLEAN EQUIPMENT DRAWINGS AND OWNER PRIOR TO ROUGH-IN.

PROVIDE 480V, 3PH 200A FUSE DISCONNECT IN NEMA 3R ENCLOSURE FOR EQ-MODULE SLAVE CONTROL PANEL. FUSE AT 150A.COORDINATE EXACT LOCATION CONTROL PANEL WITH INTERCLEAN EQUIPMENT DRAWINGS AND OWNER PRIOR TO ROUGH-IN.

PROVIDE 480V, 3PH, 30A NON-FUSE DISCONNECT IN NEMA 3R ENCLOSURE FOR R/O SYSTEM CONTROL PANEL. COORDINATE EXACTLOCATION CONTROL PANEL WITH INTERCLEAN EQUIPMENT DRAWINGS AND OWNER PRIOR TO ROUGH-IN.

PROVIDE 120V, 1PH , 60A FUSE DISCONNECT IN NEMA 3R ENCLOSURE FOR RHX COMMERCIAL DOOR OPERATOR. FUSE AT 35A.COORDINATE LOCATION IN FIELD PRIOR TO ROUGH-IN.

PROVIDE BOTH OPEN/CLOSE LIMIT SWITCHES AND (3) BUTTON OPEN/CLOSE/STOP TRANSMITTER DEVICE AS REQUIRED FOR EACH DOORTO OPERATE PROPERLY

PROVIDE JUNCTION BOX AND CONDUIT IN NEMA 3R BOXES AND COVERS. COORDINATE EXACT LOCATION WITH INTERCLEAN EQUIPMENTDRAWINGS AND OWNER PRIOR TO ROUGH-IN.

ALL ELECTRICAL BOXES AND DEVICES NEED TO BE WATER PROOF RATED. PROVIDE NEMA TYPE 4 ENCLOSURE FOR ANY LOCATIONSUBJECT TO SPALSHING WATER AND HOSE DIRECT WATER.

CONTRACTOR PROVIDED AND INSTALLED. CONTRACTOR TO COORDINATE EXACT WIRNG AND CONDUIT PRIOR TO INSTALLATION WITH BUSWASH EQUIPMEN MANUFACTURER .

BUS WASH ELECTRICAL CONNECTION SCHEDULE

EquipmentNumber Description

EquipmentVoltage

EquipmentPhase

EquipmentFull Load

AmpsEquipment

CircuitEquipmentWire Size Equipment Conduit Size

1 PHOTO EYE SOURCE 24 VDC 1 MASTERPANEL

2#16 1/2"

2 PHOTO EYE DETECTOR 24 VDC 1 MASTERPANEL

3#16 1/2"


2#16 1/2"


3#16 1/2"


2#16 1/2"


3#16 1/2"


3#16 1/2"


2#16 1/2"


3#16 1/2"


2#16 1/2"


3#16 1/2"


2#16 1/2"


3#16 1/2"

15 SLAVE PANEL #1 480 3 MDP 3#8 3/4"

16 BRUSH MOTOR 480 3 MDP 3#8 3/4"

17/18 PIT FLOW SWITCH 24 VDC 1 MASTERPANEL

3#16 1/2"

19/20/21/22 VALVE WASH 24 VDC 1 MASTERPANEL

3#16 1/2"

23 BRUSH MOTOR 480V 3 MDP 3#14 3/4"

23/24 BRUSH MOTOR 480V 3 MDP 3#14 3/4"




51 CONTROL PANEL 480 3 113 A MDP-2 1

51/61 MASTER PANEL 480V 3 MDP 3#10 3/4"

52/62 SLAVE PANEL 480 3 MDP 3#1/O 1 1/2"

53 VALVE CHEMICAL MODULE 24 VDC 1 MASTERPANEL

3#16 1/2"

54 VALVE PIT FILL 24 VDC 1 MASTERPANEL

2#16 1/2"

56 WATER SOFTNER 120V 1 LA1 3#12 3/4"

57 WATER HEATER 120V 1 LA1 3#12 3/4"

58 AIR COMPRESSOR 120V 1 LA1 3#12 3/4"

60 BOOSTER PUMP 120V 1 LA1 3#12 3/4"

66 R/O SYSTEM CONTROL PANEL 480 3 21 A

1/8" = 1'-0"1

POWER PLAN

3

4

7 (TYPICAL)

GENERAL NOTES

1. PURPOSE OF THIS DRAWING IS TO SHOW DESIGN INTENT AND GENERAL LAYOUT OF EQUIPMENT. A QUALIFIED FUELSTATION DESIGNER SHALL BE RESPONSIBLE FOR FINAL DESIGN OF FUEL STATION SYSTEM, INCLUDINGELECTRICAL REQUIREMENTS.

KEYED NOTES

1

2

3

4

5

6

7

8

9

9

9

PROVIDE CIRCUIT BREAKER AND WIRE SIZE ASRECOMMENDED BY THE SURGE PROTECTIVE DEVICEMANUFACTURE. MINIMIZE LEAD LENGTH AND TWISTLEADS IN CONDUITS.

INSTALL 3 POLES NEW CIRCUIT BREAKER AND SIZED ASSHOWING IN EXISTING 1200 AMP SWITCHBOARD GDP.LOCATED OUTSIDE FOR FURTHER INFORMATION REFERTO SHEET E-101. CIRCUIT BREAKER SHALL HAVE AN AICRATING GREATER OR EQUAL TO SWITCHBOARD.

TRANSFORMER GROUND TO BE CONNECTED TOELECTRICAL ROOM GROUND BAR. REFER TO GROUNDINGDETAILS FOR GROUND BAR DETAIL(S) AND FURTHERINFORMATION.

CONTRACTOR TO COORDINATE WITHSTAND RATING OFTRANSFER SWITCH AND AIC RATING OF BREAKER.

PANEL PROVIDE BY BUS WASH EQUIPMENTMANUFACTURER. WIRING AND CONDUIT TO PANELPROVIDE CONTRACTOR. COORDINATE WIRINGREQUIREMENT WITH MANUFACTURER BEFOREINSTALLATION.

1

2

3

ONE-LINE KEY NOTES

4

5

600 A

277/480V, 3-PHASE, 4 WIRE(30,000 AIC)

(9,986 SCA)

MDP

225

600

(LOCATED IN BUS WASH BUILDING)

SPARE

70

60

SS

C3

1200 A

277/480V, 3-PHASE, 4 WIRE

GDP

480V-120/208V

#2

T-LA275 kVA

3" C

(4) #350 KCMIL

(1) #2

SS

A3

EXISTING LOCATED IN FUEL STATION BUILDING

125 600

EXISTING

"EXISTING"

3 1/2" C

2 SETS OF

(3) 350 KCMIL

(1) #1

2 1/2" C

(3) #1/0

(1) #6

600

3 1/2" C

2 SETS OF

(4) 350 KCMIL

(1) #1

150 150

2 1/2" C

(4) #4/0

(1) #4

2" C

(4) #1/0

(1) #6

2" C

(4) #1/0

(1) #6

InterClean(10,000 AIC)

(7,038 SCA)


(7,038 SCA)

150

2" C

(4) #1/0

(1) #6


(7,038 SCA)

HA1(10,000 AIC)

(9,805 SCA)

150

LA1(10,000 AIC)

(2,374 SCA)

2" C

(4) #1/0

(1) #6

SS

A3

BUS WASH BUILDING(N.I.C.)

480V-120/208V

#4

T-LA145 kVA

70

300

LA2(10,000 AIC)

(2,561 SCA)

2" C

(4) #1

(1) #6

1

3

3

1-1/4" RGSMCT

Y

UTILITY PAD MOUNTEDTRANSFORMER,

13.2kVSERVICE POLE

UTILITYMETER

ATS-1600A, 4P, 65kAIC,NEMA 1,

600A MCB100% RATED

PROVIDE 2" CONDUIT FROM ATS TOGENERATOR FOR CONTROL WIRING.

ATS-2125A, 4P, 65kAIC,NEMA 1,

125A MCB100% RATED

PROVIDE 2" CONDUIT FROM ATS TOGENERATOR FOR CONTROL WIRING.

GENERATOR

750KW

EXISTING

480/277V,3PH

1200 A

EXISTING

1 1/4" C

(3) #4

(1) #6

NEW

4 4

LOAD SUMMARY:• MAX 12 MONTH DEMAND FROM FPL = 67KW• PER NEC 220.87 - 1.25 X 67KW = 83.75KW• NEW LOAD IS AT 90% P.F. = 248KW• TOTAL DEMAND + CONNECTED LOAD = 331.72KW• EXISTING GENERATOR = 750KW

2

5 5 5 5


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

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100024551




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E-601

ONE-LINE DIAGRAM

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

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LF

CAC

--

N.T.S1

ONE-LINE DIAGRAM


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

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E-602

PANEL SCHEDULES

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

Notes:

Receptacle 360 VA 100.00% 360 VA

Power 219760 VA 100.00% 219760 VA Total Est. Demand: 282 A

Other 0 VA 0.00% 0 VA Total Conn.: 282 A

Motor 7680 VA 106.25% 8160 VA Total Est. Demand: 234242 VA

Lighting - Exterior 2000 VA 125.00% 2500 VA Total Conn. Load: 234120 VA

Lighting - Dwelling Unit 4320 VA 80.14% 3462 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 282 A

Total Conn. Load: 234120 VA

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5 HA1 See One-Line on sheet E-601 3 225 A 225 A 33566 VA

4 EQ-Module Slave Panel See One-Line on sheet E-601 3 225 A 150 A 99648 VA

3 EQ Module Slave control Panel See One-Line on sheet E-601 3 225 A 150 A 99648 VA

2 Slave Panel #1 See One-Line on sheet E-601 3 100 A 40 A 500 VA

1 Master Panel See One-Line on sheet E-601 3 100 A 30 A 500 VA

CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks

Notes:

Enclosure: Type 1 MCB Rating: 600 A

Mounting: Recessed Wires: 4 Mains Rating: 600 A

Supply From: Phases: 3 Mains Type: MCB

Location: BUS WASH EQUIPMENT 101 Volts: 480/277 Wye A.I.C. Rating:

Switchboard: MDP

Notes:

Receptacle 360 VA 100.00% 360 VA

Power 19464 VA 100.00% 19464 VA Total Est. Demand: 41 A

Other 0 VA 0.00% 0 VA Total Conn.: 41 A

Motor 7680 VA 106.25% 8160 VA Total Est. Demand: 33946 VA

Lighting - Exterior 2000 VA 125.00% 2500 VA Total Conn. Load: 33824 VA

Lighting - Dwelling Unit 4320 VA 80.14% 3462 VA


Legend:

Total Amps: 50 A 46 A 30 A

Total Load: 13132 VA 12280 VA 8412 VA

41 42

39 40

37 38

35 36

33 34

31 32

29 30

27 28

25 26

23 24

21 22

19 20

17 18

15 16

13 14

11 -- -- -- -- 5820... 12

9 -- -- -- -- 5820... 648 VA 1 20 A 1-#12, 1-#12, 1-#12 Lighting 10

7 R/O SYSTEM PANEL 3-#10, 1-#10, 1-#10 30 A 3 5820... 2000... 1 20 A 1-#12, 1-#12, 1-#12 Lighting Exterior 8

5 -- -- -- -- 864 VA 1728... 1 20 A 1-#12, 1-#12, 1-#12 Lighting 6

3 -- -- -- -- 4840... 972 VA 1 20 A 1-#12, 1-#12, 1-#12 Lighting 4

1 T-1 3-#4, 1-#4, 1-#8 70 A 3 4340... 972 VA 1 20 A 1-#12, 1-#12, 1-#12 Lighting 2

CKT Load Name

Wire Size

Trip Poles A B C Poles Trip

Wire Size

Load Name CKT

Notes:


Mounting: SURFACE Wires: 4 Mains Rating: 225 A

Supply From: MDP Phases: 3 Mains Type:

Location: Volts: 480/277 Wye A.I.C. Rating:

Branch Panel: HA1

Notes:

Total Est. Demand: 29 A

Receptacle 360 VA 100.00% 360 VA Total Conn.: 28 A

Power 2004 VA 100.00% 2004 VA Total Est. Demand: 10524 VA

Other 0 VA 0.00% 0 VA Total Conn. Load: 10044 VA

Motor 7680 VA 106.25% 8160 VA


Legend:

Total Amps: 41 A 45 A 7 A

Total Load: 4340 VA 4840 VA 864 VA

41 42

39 40

37 38

35 36

33 34

31 32

29 30

27 28

25 26

23 24

21 22

19 20

17 18

15 16

13 14

11 Booster Pump 1-#12, 1-#12, 1-#12 20 A 1 500 VA 4 VA 1 20 A 1-#12, 1-#12, 1-#12 Exit sign 12

9 Water Heater 1-#12, 1-#12, 1-#12 20 A 1 500 VA 500 VA 1 20 A 1-#12, 1-#12, 1-#12 Air Compresor 10

7 LCN Coil 1-#12, 1-#12, 1-#12 20 A 1 0 VA 500 VA 1 20 A 1-#12, 1-#12, 1-#12 Water Softner 8

5 GFI Receptacle 1-#12, 1-#12, 1-#12 20 A 1 180 VA 180 VA 1 20 A 1-#12, 1-#12, 1-#12 GFI Receptacle 6

3 RHX Door Operator 1-#10, 1-#10, 1-#10 30 A 1 1920... 1920... 1 30 A 1-#10, 1-#10, 1-#10 RHX Door Operator 4

1 RHX Door Operator 1-#10, 1-#10, 1-#10 30 A 1 1920... 1920... 1 30 A 1-#10, 1-#10, 1-#10 RHX Door Operator 2

CKT Load Name Wire Size Trip Poles A B C Poles Trip

Wire Size

Load Name CKT

Notes:


Mounting: SURFACE Wires: 4 Mains Rating: 225 A

Supply From: T-LA1 Phases: 3 Mains Type:

Location: Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: LA1

LF

CAC

--

SERVICE EQUIPMENT GROUNDING DETAILN.T.S.

1

AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BEMEASURED, TO ASSURE THAT GROUND VALUE OF 5 OHM MAXIMUMRESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BEPROVIDED TO MEET THE SPECIFIED VALUE.

ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELDCONNECTIONS.

GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OFCONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THEEARTH, AND SHALL CONSIST OF AT LEAST 10 FEET OF ONE OR MORE STEELREINFORCING BARS OR RODS OF NOT LESS THAN 0.5" DIAMETER, OR OF ATLEAST 20 FEET OF BARE COPPER CONDUCTOR.

1.

2.

3.

GROUNDING NOTES:

SERVICEENTRANCE

G N

EQUIPMENTGROUNDING BUS

EXTERIOR METALWATER PIPE

CONCRETEENCASEDELECTRODE

BUILDING STEEL

GROUNDING ELECTRODE SYSTEM

GROUNDING ELECTRODE CONDUCTOR #6, #4 OR #2

GROUND RODS

SEE ONE-LINE DIAGRAM FOR MORE INFORMATION

MAIN BONDING JUMPER

GROUNDED ORNEUTRAL BUS

GROUND ROD DETAILN.T.S.

2

GROUND ROD WITHEXOTHERMIC WELD

CONNECTION

GROUNDINGCONDUCTOR

COPPER, COPPERGLAD OR STAINLESS

STEEL GROUND ROD.

MAIN GROUND BAR (MGB) DETAILN.T.S.

3

1/4"

24"

PROVIDE TIN PLATED COPPER GROUND BAR.

TWO-HOLE CRIMP TYPE CONNECTIONSSIZED ASREQUIRED TO FIT GROUND CABLES.

DRILLED AND TAPED 1/4 X 20 HOLES TYPICAL.

4"

SUPPORT BRACKET

INSULATOR

NOTE:

1. PROVIDE EXOTHERMIC WELDCONNECTIONS OR BOLTED LUGCONNECTIONS AS PER SPECIFICATIONS.

DRY-TYPE TRANSFORMER GROUNDING DETAILN.T.S.

4

H1

H2

H3

GROUND

EQUIPMENT GROUND CONDUCTOR PROVIDE LUG CONNECTION ON ENCLOSUREFOR GROUND TERMINATION (TYPICAL).

DRY-TYPE TRANSFORMER ENCLOSURE

EQUIPMENT BONDING JUMPER

GROUNDING ELECTRODE CONDUCTOR

EFFECTIVELY GROUNDED BUILDING STEEL

METALWATERPIPE

SYSTEM BONDING JUMPER

GROUND BUS

FULL SIZE BONDING JUMPER

ISOLATED GROUND BUSNOTE: REQUIRED ONLY FORPANELS INDICATED AS SUCH

ON PANEL SCHEDULE.

NOTE:

1. SEE DRAWING FOR GROUND CONDUCTOR SIZES.


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

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100024551




239.352.8097

07/29/2013

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E-801

DETAILS

BUS WASH BUILDING

BU

S W

AS

H B

UIL

DIN

G

JLA

CAC

--

TYPICAL DEVICE MOUNTING HEIGHT DETAILN.T.S.

4

CL

EXIT

12" MAX., TO CENTER

18"

46" 46"

4"

80" (TO BOTTOM OF DEVICE)

FIRE ALARM STROBEOR HORN/STROBE

FIRE ALARMPULLSTATION

WALL MOUNTEDTELEPHONE

RECEPTACLE

TOP OF COUNTERBACKSPLASH

FLOOR

CEILING

ALIGN WHEN SHOWNAT SAME LOCATION

LIGHT SWITCHOR DIMMER

TEL/DATAJACK

RECEPTACLE

NOTES:

1. ALL DIMENSIONS ARE TO CENTERLINE OF DEVICE, UNLESS OTHERWISE NOTED.2. DEVICES SHOWN IN THIS DETAIL ARE FOR MOUNTING HEIGHT REFERENCE ONLY, AND

NOT FOR LOCATIONS. SEE DRAWINGS FOR ACTUAL LOCATIONS. FOR EXAMPLE,ADJACENT DEVICES SHALL BE NO MORE THAN 2" APART.

3. WHERE EXIT LIGHT IS MOUNTED ABOVE A DOUBLE DOOR, CENTER EXIT LIGHTBETWEEN DOORS.

N.T.S.

1 LIGHTING CONTACTOR DETAILN.T.S.

2

49 5/8"

TYPICAL HANDHOLE DETAIL

14"

32 1/8"

ELECTRICAL

COVER

2"47 5/8"

30 1/8"

0.5 COEFFICIENTSKID RESISTANT

SURFACE

1/2"X4" PULLSLOT WITH1/4"∅ CENTERPIN

3/8-16 STAINLESS STEELHEX HEAD BOLT W/WASHER

1

BASIS OF DESIGN IS QUAZITE TYPE PG 30"X48"STACKABLE ASSEMBLY. STACK MULTIPLE BOXES ASREQUIRED TO ACCOMMODATE SIDE CONDUIT ENTRY.

1

WHITE

BLACK

TIMER

N

H

1

120V, 1Ø120V, 1Ø120V, 1Ø120V, 1ØCONTROL LA1-7CONTROL LA1-7CONTROL LA1-7CONTROL LA1-7

PHOTO CELL

HA1-7

LTG CONTACTOR 120V COIL,ELECTRICALLY HELD, 4 POLES,NEMA 1 ENCLOSURE,SQUARE-D #LG40V04

SPARE

SPARE

EXTERIOR LIGHTING

TIME CLOCK

ELECTRONIC TIME SWITCH, (2) CIRCUIT, FULLYPROGRAMMABLE FOR 7-DAY LOAD CONTROL WITHAUTOMATIC DAYLIGHT SAVING TIME ADJUSTMENT,AUTOMATIC LEAP YEAR ADJUSTMENT, MANUAL OVERRIDECAPABILITY, NON-VOLATILE MEMORY AND FACTORYINSTALLED FIELD REPLACEABLE LITHIUM BATTERYBACKUP. INTERMATIC MODEL #ET70215CR. ORAPPROVED EQUAL. CIRCUIT 1 SHALL BE PROGRAMMEDAND WIRED FOR DUSK TO DAWN OPERATION. CIRCUIT 2SHALL BE PROGRAMMED AND WIRED FOR PHOTOCELLON, TIMER OFF OPERATION.

1

EXTERIOR LIGHTINGHA1-8

SPARE

SPARE

MOTORIZED DOOR DETAILN.T.S.

3

NOTES:

1. COORDINATE LOCATION OF DISCONNECT SWITCH AND CONTROLS WITHAPPROVED DOOR MANUFACTURER SHOP DRAWINGS AND OWNER'SREPRESENTATIVE PRIOR TO ROUGH-IN.

2. 301/3P/F/3R DISCONNECT SWITCH FOR DOOR MOTOR (3, 4HP, 480V, ASSUMED).VERIFY ACTUAL EQUIPMENT NAMEPLATE MAXIMUM OVERCURRENT PROTECTIONRATING AND SELECT FUSES SIZES ACCORDINGLY. INSTALL 'RK-5' TYPE FUSESAND CLASS 'R' REJECTION CLIPS.

48" MAX.

FINISHED FLOOR

DOOR CONTROL PANEL, BYDOOR MANUFACTURER.

SEE NOTES BELOW.

1" EMPTY CONDUIT WITHPULLSTRING, UP TO DOOR

MOTOR, BY ELECTRICALCONTRACTOR.

FEEDER FROM PANELBOARD.

ELECTRICAL MOTOR, BYDOOR MANUFACTURER.


JOB No.

Status:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

PROJECT NAME:



AAC000723

CO

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100024551




239.352.8097

07/29/2013

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E-802

DETAILS

BUS WASH BUILDING

BU

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AS

H B

UIL

DIN

G

ABBREVIATIONS PROJECT GENERAL NOTES COLLIER AREA...

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