2026-1029_Events_Pavilion_-_Plans.pdf

PDF 2 MB Posted Sep 30, 2026

Attached to: Events Pavilion
Solicitation number: 2026-1029
Issued by: Baldwin County, Alabama

About this file

Written by GovTribe AI · Oct 1, 2026

This architectural plans document pertains to the construction of a new permanent Events Pavilion at the Coastal Arts Center located at 26389 Canal Road in Orange Beach, Alabama 36561, prepared by McCullough Architecture, Inc. The project calls for the construction of a single-story assembly structure (Construction Type II-B, non-sprinklered) with an occupant load of 2,000 people and a total square footage of 9,500 square feet. The structure is designed to accommodate assembly group occupancy (A-2) with exit travel distances not exceeding 47 feet and is required to comply with the 2017 International Building Code and ICC A117.1 accessibility standards. The architectural and engineering team includes McCullough Architecture, Inc. (architect), H.M. Yonge & Associates, Inc. (electrical engineering), and Barton & Edgar Engineering (structural engineering), with plans dated September 24, 2026.

The plans include comprehensive construction documents with general notes requiring contractor compliance with all manufacturer specifications, industry standards, and applicable building codes including electrical, plumbing, mechanical, and construction ordinances. The contractor is responsible for securing all necessary permits and inspection fees, verifying existing site conditions, providing temporary erosion control measures, installing termite barriers, and maintaining a clean jobsite throughout construction. The document stipulates that contractors must field-verify all dimensions, obtain written architect approval for any deviations, and that any conflicts or ambiguities in the bid documents shall be interpreted as requiring the more expensive construction method. Two emergency exits with directional signage, emergency lighting, and fire extinguishers are specified per code requirements.

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Events_Pavilion.pdf	PDF	Sep 30, 2026
2026-1029_Events_Pavilion_-_Advertisements_to_Bid.pdf	PDF	Sep 30, 2026
2026-1029_Events_Pavilion_-_Bid_Manual.pdf	PDF	Sep 30, 2026

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C O P Y R I G H T 2 0 2 6 , M c C O L L O U G H A R C H I T E C T U R E, I N C.

SCALE:

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

T1.1

TITLE SHEET

SHEET INDEX

2026.09.24

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SHEET INDEXCONTACT INFORMATION

ARCHITECT

McCOLLOUGH ARCHITECTURE, INC.

CONTACT: STED McCOLLOUGH

MAIN STREET, SUITE F-209

ORANGE BEACH, ALABAMA 36561

PHONE: 251-968-7222

ELECTRICAL ENGINEERING

H.M. YONGE & ASSOCIATES, INC.

51 EAST GREGORY STREET

PENSACOLA, FL 23502

(850)434-2661 FL

STRUCTURAL ENGINEERING

T1.1 TITLE SHEET, SHEET INDEX & GENERAL NOTES

LS1.1 LIFE SAFETY PLAN - CODE DATA

GENERAL

GENERAL NOTES:

1. ALL PRODUCTS, MATERIALS, AND CONSTRUCTION SHALL BE

PROVIDED AND/OR INSTALLED IN STRICT ACCORDANCE WITH THE

MANUFACTURERS SPECIFICATIONS, GUIDELINES, AND/OR INDUSTRY

STANDARDS.

2. THE INTENT OF THESE DRAWINGS IS TO PROVIDE THE BUILDER WITH

GENERAL GUIDELINES FOR THE SOUND CONSTRUCTION OF THE

STRUCTURE INDICATED WITHIN. DEVIATIONS FROM THESE DRAWINGS

ARE THE BUILDERS RISK UNLESS APPROVED IN WRITING OR WITH

SUPPLEMENTAL DRAWINGS FROM THE ARCHITECT.

3. IT IS RECOMMENDED THAT THE SERVICES OF A REGISTERED LAND

SURVEYOR BE EMPLOYED FOR THE PROPER PLACEMENT OF THE

STRUCTURE IN RELATION TO PROPERTY LINES, SETBACK LINES,

EASEMENTS, ETC.

4. CONTRACTOR TO SECURE AND PAY FOR ALL NECESSARY FEES AND

PERMITS FOR CONSTRUCTION, ELECTRICAL, AND PLUMBING

INSPECTORS, FINISH FLOOR ELEVATIONS, ETC.

5. DO NOT SCALE DRAWINGS!!! DIMENSIONS OR LINEAR MEASUREMENTS

TAKE PRECEDENCE OVER NOTED DIMENSIONS.

6. DIMENSIONS INDICATED ON DRAWINGS ARE TO FACE OF STUDS.

7. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INDICATED

WITHIN THESE DOCUMENTS AND SHALL NOTIFY THE ARCHITECT OF

ANY VARIATION PRIOR TO THE PURCHASING OF ANY MATERIALS,

STARTING FABRICATION, OR BEGINNING CONSTRUCTION

8. PROVIDE TEMPORARY SETTLING BASINS, HAY BALES, AND OTHER

METHODS AS APPROPRIATE TO FILTER WATER AT ALL AREAS WHERE

STORM WATER LEAVES THE PROJECT. CLEAN UP ALL SOIL WHICH

FLOWS OFF SITE AT THE END OF THE DAY.

9. ALL EXISTING SITE CONDITIONS ARE TO BE VERIFIED BY CONTRACTOR

BEFORE START OF CONSTRUCTION.

10. PROVIDE CHEMICAL BARRIER TO BUILDING FROM SUBTERRANEAN

TERMITE ATTACK.

11. NO QUALIFYING STATEMENTS OR EXCEPTIONS TO PLANS OR NOTES

TO BE ALLOWED.

12. ALL WORK RELATED DEBRIS SHALL BE REMOVED FROM THE SITE

REGULARLY AND PROPERLY.

13. THE CONTRACTOR SHALL LEAVE ALL AREAS AND FINISHED SPACES IN

A CLEAN AND ACCEPTABLE CONDITION AT THE PROJECT COMPLETION.

14. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY w/ OSHA

REQUIREMENTS.

15. ALL NEW CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING

CODES AND RESTRICTIVE ORDINANCES FOR CONSTRUCTION, ELECTRICAL,

PLUMBING, AND MECHANICAL.

16. COMPLIANCE MUST ALSO MEET 2017 ICC:A117.1

17. SHOULD A CONFLICT, INCONSISTENCY, AMBIGUITY, OMISSION OR ERROR

OCCUR WITHIN OR BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS, A

BIDDER WILL BE DEEMED TO HAVE BASED THE BID ON THE MORE

EXPENSIVE WAY OF PROVIDING THE WORK INVOLVED. AN ITEM SHOWN

ANYWHERE IN THE BID DOCUMENTS, REGARDLESS OF DISCIPLINE AND

LOCATION IN THE DOCUMENTS, MUST BE CONSIDERED PART OF THE WORK

AND A REASONABLE AND PROFESSIONAL COST MUST BE INCLUDED IN THE

BID. THE SOLE EXCEPTION TO THIS PROVISION IS THAT A BIDDER, PRIOR

TO SUBMISSION OF HIS BID, HAS ASKED FOR AND OBTAINED A WRITTEN

DECISION OR CLARIFICATION FROM THE DESIGNER AS TO THE METHOD,

MATERIALS OR EQUIPMENT WHICH WILL BE REQUIRED TO PERFORM THE

WORK IN QUESTION.

18. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW THE

CONSTRUCTION DOCUMENTS, COMPARE REQUIREMENTS FOR EACH TRADE,

AND REFER ANY CONFLICTS TO ARCHITECT BEFORE BEGINNING

CONSTRUCTION.

19. IF DISCREPANCIES OCCUR BETWEEN THE DRAWINGS AND THE

SPECIFICATIONS, THE OBVIOUS CORRECT INTENT SHALL GOVERN. REFER

ALL OTHER UNCERTAINTIES TO THE ARCHITECT FOR RESOLUTION.

20. CONTRACTOR TO PROVIDE AND INSTALL KNOX BOX FOR EACH BUILDING

AS DIRECTED BY FIRE MARSHAL, IF REQUIRED.

9'-0"

A5.1

SHEET NUMBER

ON OUTSIDE IF MULTIPLE

DETAIL NUMBER-NOTE NUMBER

A4.2

IDENTIFICATION

SECTION

LOCATION

SECTION

DOOR TYPE

INTERIOR ELEVATION

SECTION CUT

ELEVATION MARKER

LOCATION MARKER

SEA LEVEL

HEIGHT ABOVE MEAN

SHEET NUMBER

A DIRECTIONS W/ ONE TAG

VIEW DIRECTION

PLAN MARKER/TAG LEGEND

WINDOW TYPE

ARCHITECTURAL

A1.1 ARCHITECTURAL FLOOR PLAN & REFLECTED CEILING PLAN

A3.1 EXTERIOR ELEVATIONS - WINDOW TYPES & DETAILS

A3.2 EXTERIOR ELEVATIONS - TRUSS DETAIL

ELECTRICAL

E1.1 ELECTRICAL LEGEND

E2.1 ELECTRICAL LIGHTING PLAN

E3.1 ELECTRICAL POWER PLAN

A107

2 STOREFRONT TYPE

WALL TYPE

LOUVER TYPE1

ORANGE BEACH EVENT PAVILION

FOR THE

26389 CANAL ROAD

A NEW PERMANENT STRUCTURE

ORANGE BEACH, AL

BARTON & EDGAR ENGINEERING

CONTACT: CHAS EDGAR, P.E.

3213 MIDTOWN PARK SOUTH

MOBILE, AL 36606

251-219-4942 tR ge i het Ar de s r c i t ec

St a

Stedmann B. McCollough bae o f A l t a m a

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

LS1.1

CODE DATA

LIFE SAFETY PLAN

1/4" = 1'-0"

2026.09.24

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1/4" = 1'-0"

LIFE SAFETY PLAN

LEGEND

FEC

DISTANCE IN FEET

EXIT TRAVEL DISTANCE

47'

FIRE EXTINGUISHER

EXIT SIGN

EXIT SIGN WITH

E X I T

EMERGENCY LIGHTS

EMERGENCY LIGHTING

HATCH INDICATES DIRECTION

E X I T

BUILDING CODE SUMMARY

PROJECT DATA

-CONSTRUCTION TYPE:

-OCCUPANT LOAD

-OCCUPANCY

-EXIT TRAVEL DISTANCE

-FIRE RATED WALLS

-PROVIDED FIRE EXTINGUISHER

-STORIES/SQUARE FOOTAGE ALLOWED

-STORIES/SQUARE FOOTAGE ACTUAL

-REQUIRED/PROVIDED NUMBER OF EXITS

-PROVIDED TOILETS/LAVATORIES

II-B, NON-SPRINKLERED

2/9,500 S.F.

ASSEMBLY GROUP A-2

2/ OVER 75% OF BLDG PERIMETER OPEN

<200'

1/2,891 S.F.

0/0

-2024 INTERNATIONAL EXISTING BUILDING CODE

-2024 INTERNATIONAL PLUMBING CODE

-2024 INTERNATIONAL MECHANICAL CODE

-2024 INTERNATIONAL FIRE CODE

-2024 NATIONAL ELECTRIC CODE

NONE REQ'D

(WITH BATTERY BACKUP)

OCCUPANT LOAD............................................................................................... 2,891 S.F. / 15 = 193 OCCUPANTS

47'

EXISTING

BUILDING TO

REMAIN, TYPICAL

FEC

193 OCC.

tR ge i het Ar de s r c i t ec

St a

Stedmann B. McCollough bae o f A l t a m a

AutoCAD SHX Text N

NEW ENDWALL COLUMN

TO BEAR ON EXISTING

SLAB, TYPICAL

'-2

NEW ENDWALL COLUMN

TO BEAR ON EXISTING

SLAB, TYPICAL

C O P Y R I G H T 2 0 2 6 , M c C O L L O U G H A R C H I T E C T U R E, I N C.

SCALE:

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

A1.1

FLOOR PLAN

ARCHITECTURAL

1/4" = 1'-0"

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'-9

'-2

11'-3 1/4"21'-2 1/2"11'-3 1/4"

NEW MAIN STRUCTURE

COLUMN, TYPICAL, RE:

STRUCTURAL

EXISTING

STRUCTURE TO BE

REMOVED, TYPICAL

EXISTING STRUCTURE TO

BE REMOVED, TYPICAL

NEW MAIN STRUCTURE

COLUMN, TYPICAL, RE:

STRUCTURAL

EXISTING SLAB TO

REMAIN, TYPICAL

1/4" = 1'-0"

ARCHITECTURAL FLOOR PLAN

EXISTING WALL TO

REMAIN, TYPICAL

NEW MAIN STRUCTURE

COLUMN, TYPICAL, RE:

STRUCTURAL

1/4" = 1'-0"

REFLECTED CEILING PLAN

EXISTING SLAB TO

REMAIN, TYPICAL

EXISTING

BUILDING TO

REMAIN, TYPICAL

NE & NW CORNERS HAVE

EXISTING ELECTRICAL OUTLETS,

PROVIDE ADDITIONAL AT EACH

COLUMN LOCATION, RE: ELEC.

PROV. FANS W/

LIGHT KIT PER

ELECTRICAL, TYP.

PROVIDE STRUCTURAL HANGING HOOKS

AND DEDICATED ELECTRICAL OUTLETS AT

DESIGNATED CEILING LOCATIONS FOR

FUTURE LESSEE-SUPPLIED CHANDELIERS.

RE: STRUCTURAL AND ELECTRICAL, TYP.

PROVIDE STRUCTURAL HANGING HOOKS

AND DEDICATED ELECTRICAL OUTLETS AT

DESIGNATED CEILING LOCATIONS FOR

FUTURE LESSEE-SUPPLIED CHANDELIERS.

RE: STRUCTURAL AND ELECTRICAL, TYP.

PROVIDE SEPARATE

SWITCHING FOR FANS AND

FAN MOUNTED LIGHTS, TYP.

METAL TRUSS

AT EACH

COLUMN GRID

2'-0"

'-0

PROVIDE ELECTRICAL

AT UNDERSIDE OF ROOF

FOR OWNER PROVIDED

STRING LIGHTS, RE:

ELECTRICAL

PROVIDE ELECTRICAL

AT UNDERSIDE OF ROOF

FOR OWNER PROVIDED

STRING LIGHTS, RE:

ELECTRICAL

PROV. FANS W/

LIGHT KIT PER

ELECTRICAL, TYP.

PROVIDE SEPARATE

SWITCHING FOR FANS AND

FAN MOUNTED LIGHTS, TYP.

A B C D E F ABCDEF

43'-9"

'-1

11'-3 1/4"10'-7 1/4"11'-3 1/4" 10'-7 1/4"

43'-9"

4'-0" 4'-0" 3'-9"1'-2 1/2" ℄ 4'-0"4'-0"3'-9" 1'-2 1/2"

4'-7 1/2" 4'-0" 4'-0" 4'-7 1/2"4'-0"4'-0"

2'-11" 3'-0" 3'-0" 2'-11"3'-0"3'-0"

3'-0"3'-0"3'-3"

3'-3"3'-0" 3'-0"

METAL TRUSS

AT EACH

COLUMN GRID

4'-0" 4'-0" 3'-9"1'-2 1/2"

4'-0"4'-0"3'-9" 1'-2 1/2"

4'-7 1/2" 4'-0" 4'-0" 4'-7 1/2"4'-0"4'-0"

2'-11" 3'-0" 3'-0" 2'-11"3'-0"3'-0"

3'-0"3'-0"3'-3"℄3'-3"3'-0" 3'-0"

2'-0"2'-0"

2'-0"

'-0

REFER TO CONC. REPAIR NOTE

THIS SHEET, TYPICAL AT ALL

REMOVED BOLT HOLES

PREP: REMOVE EXPANSION BOLT COMPLETELY.

VACUUM & WIRE-BRUSH HOLE FREE OF

DEBRIS. IF HOLE PENETRATES SLAB BASE,

INSTALL FOAM BACKER PLUG TO PREVENT

FILLER DRAINAGE.

MATERIAL: FILL HOLE FLUSH USING UV-STABLE,

POLYMER-MODIFIED, NON-SHRINK

STRUCTURAL REPAIR MORTAR (SIKAQUICK

VOH OR EQUIVALENT). MIX AND APPLY IN

STRICT ACCORDANCE WITH MANUF.'S

PRINTED INSTRUCTIONS.

FINISH: PACK COMPACTLY TO ELIMINATE VOIDS.

TROWEL SMOOTH & FLUSH WITH ADJACENT

EXISTING SLAB SURFACE.

REFER TO CONC. REPAIR NOTE

THIS SHEET, TYPICAL AT ALL

REMOVED BOLT HOLES

REFER TO CONC. REPAIR NOTE

THIS SHEET, TYPICAL AT ALL

REMOVED BOLT HOLES

REFER TO CONC. REPAIR NOTE

THIS SHEET, TYPICAL AT ALL

REMOVED BOLT HOLES

REFER TO CONC. REPAIR NOTE

THIS SHEET, TYPICAL AT ALL

REMOVED BOLT HOLES

CONCRETE SLAB REPAIR

B A1.1

A A1.1

1" = 1'-0"

DETAIL B

1" = 1'-0"

DETAIL A

10"

4" tR ge i het Ar de s r c i t ec

St a

Stedmann B. McCollough bae o f A l t a m a

PROVIDE EMER. LIGHTS

PER ELECTRICAL, RE

DETAIL C THIS SHEET.

1" = 1'-0"

DETAIL C

ROUTE CONDUIT ALONG TOP OF

BOTTOM CHORD, DRILL

THROUGH BOTTOM CHORD, SEAL

WITH ELASTOMERIC SEALANT

CUT HOLE IN BOTTOM FACE OF

BOTTOM CHORD TO ACCEPT

J-BOX, SEAL W/ ELASTOMERIC

SEALANT, FLUSH MOUNT EMER.

LIGHT, RE: ELECTRICAL

CONDUIT( MATCH

STRUCTURE COLOR)

BOTTOM CHORD

J-BOX

EMER.

LIGHT

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

A3.1

EXTERIOR ELEVATIONS

AS NOTED

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1/4" = 1'-0"

NORTH ELEVATION

1/4" = 1'-0"

WEST ELEVATION

'-0

EXISTING BUILDING TO

REMAIN, TYPICAL

EXISTING WALL TO

REMAIN, TYPICAL

NEW ENDWALL COLUMN

TO BEAR ON EXISTING

SLAB, TYPICAL

NEW MAIN STRUCTURE

COLUMN, TYPICAL, RE:

STRUCTURAL

4/12 SLOPE METAL ROOF

'-1

METAL PURLINS

METAL TRUSS AT EACH

COLUMN GRID POLYCARBONATE

PANELS BOLTED TO END

TRUSSES, TYPICAL

6" OVERLAP AT

EACH PANEL

6" 6"

OVERLAP

POLYCARBONATE

PANELS BOLTED TO END

TRUSSES, TYPICAL

TRUSS WEB

MEMBER BEYOND

3/4" = 1'-0"

PANEL BLOW UP DETAILA

B B

3/4" = 1'-0"

PANEL PLAN DETAILB

TRUSS WEB

MEMBER

TRUSS BOTTOM

CHORD BEYOND

POLYCARBONATE

PANELS BOLTED TO

TRUSS MEMBERS

WITH 1/2" SPACERS

TRUSS CENTER

MEMBER

EXISTING WALL TO

REMAIN, TYPICAL

NEW MAIN STRUCTURE

COLUMN, TYPICAL, RE:

STRUCTURAL

EXISTING BUILDING TO

REMAIN, TYPICAL

4/12 SLOPE METAL ROOF

'-0

'-1

ALL GAPS BETWEEN

PANELS TO BE LEFT

OPEN

3'-5"

'-8

4'-0" 4'-0" 4'-0" 4'-0" 3'-8 1/2"

'-6

'-1

'-0

'-2

'-4

'-8

'-1

'-0

'-2

3 1/2"

6"6"6"6"6"6"6"6"6"6"

'-9

B C D E F

A B C D E F ABCDEF

1/4" = 1'-0"

WINDOW TYPESB

POLY CARBONATE PANELS

EQUAL TO 3FORM KODA XT

VERIFY DIMENSIONS IN FIELD

PRIOR TO FABRICATION

tR ge i het Ar de s r c i t ec

St a

Stedmann B. McCollough bae o f A l t a

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

A3.2

TRUSS DETAIL

EXTERIOR ELEVATIONS

1/4" = 1'-0"

2026.09.24

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1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

EAST ELEVATION

'-0

EXISTING WALL TO

REMAIN, TYPICAL

NEW ENDWALL COLUMN

TO BEAR ON EXISTING

SLAB, TYPICAL

NEW MAIN STRUCTURE

COLUMN, TYPICAL, RE:

STRUCTURAL

4/12 SLOPE METAL ROOF

'-1

METAL PURLINS

METAL TRUSS AT EACH

COLUMN GRID POLYCARBONATE

PANELS BOLTED TO END

TRUSSES, TYPICAL

6" OVERLAP AT

EACH PANEL

EXISTING WALL TO

REMAIN, TYPICAL

NEW MAIN STRUCTURE

COLUMN, TYPICAL, RE:

STRUCTURAL

EXISTING

BUILDING TO

REMAIN, TYPICAL

4/12 SLOPE METAL ROOF

'-0

'-1

A B C D E F ABCDEF

43'-9"

1/4" = 1'-0"

TYPICAL TRUSS

2'-0" 2'-0"

2'-0"

12"

132°

12" tR ge i het Ar de s r c i t ec

St a

Stedmann B. McCollough bae o f A l t a

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

H. M. YONGE AND ASSOC. JOB# 26-117AU

: A ru n V ar gh es e

ILE

:\J ob s_ Ac tiv e\2

O ra ng e B ea ch

W ed din g P av ilio n\2

1.d wg

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E B

B A

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09.24.26

E1.1 1/4"=1'-0"

ELECTRICAL LEGEND

N CHERVEK

A VARGHESE

AutoCAD SHX Text

ALL OUTLETS SHALL BE FLUSH MOUNTED.

AutoCAD SHX Text

MOUNTING HEIGHTS ARE FROM THE CENTER LINE OF THE DEVICE.

AutoCAD SHX Text

ALL SINGLE GANG AND TWO GANG DEVICES SHALL USE A 4" SQ. BOX WITH EXTENSION RING.

AutoCAD SHX Text

ALL MULTI - GANG DEVICES SHALL USE A COMMON COVER PLATE

AutoCAD SHX Text COLORS FOR ALL DEVICES (i.e. SWITCHES, RECEPTACLES, TELEPHONE OUTLETS, ETC.) AND THEIR COVER PLATES SHALL BE

AutoCAD SHX Text

DETERMINED BY THE ARCHITECT.

AutoCAD SHX Text

A.F.F. INDICATES MOUNTING HEIGHT ABOVE FINISHED FLOOR.

AutoCAD SHX Text

%%USYMBOLS NOTES:%%U UNLESS OTHERWISE NOTED THE FOLLOWING SHALL APPLY:

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text

20A, 125 VAC 2P., 3W., GROUNDING TYPE, DUPLEX RECEPTACLE. FLUSH WALL MOUNTED

AutoCAD SHX Text

18" A.F.F. WITH GROUND PIN FACING UP UNLESS NOTED OTHERWISE.

AutoCAD SHX Text

PANELBOARD - SEE RESPECTIVE PANELBOARD SCHEDULE.

AutoCAD SHX Text NON-FUSED DISCONNECT, HEAVY DUTY (SAFETY) SWITCH - SIZE AND TYPE AS NOTED. TOP OF SWITCH

AutoCAD SHX Text

6'-6" A.F.F. PROVIDE MECHANICALLY FASTENED PHENOLIC LABEL.

AutoCAD SHX Text

ELECTRICAL SYMBOL LEGEND

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text C

AutoCAD SHX Text

ALL WIRING SHALL BE COPPER.

AutoCAD SHX Text 8.

AutoCAD SHX Text

DO NO INSTALL OUTLETS BACK TO BACK.

AutoCAD SHX Text 9.

AutoCAD SHX Text 10.

AutoCAD SHX Text

PROVIDE INDICATES THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL.

AutoCAD SHX Text A/1

AutoCAD SHX Text BRANCH CIRCUIT CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING. ARROWS INDICATE CIRCUIT HOMERUN, HASHMARKS INDICATE NUMBER OF CONDUCTORS, ABSENCE OF HASHMARKS INDICATES TWO CONDUCTORS PLUS GROUND. "A" DENOTES PANELBOARD SERVING CIRCUIT, "1" INDICATES CIRCUIT BREAKER SPACE IN PANELBOARD. SEE RESPECTIVE PANEL CIRCUIT SCHEDULE. MINIMUM CONDUCTOR SIZE = #12 AWG.

AutoCAD SHX Text

INDICATES CONDUIT RUN UNDERGROUND.

AutoCAD SHX Text

WHERE MORE THAN 3 CURRENT CARRYING CONDUCTORS MAY BE RUN IN A SINGLE CONDUIT,

AutoCAD SHX Text

NEC SECTION 310.15 SHALL APPLY.

AutoCAD SHX Text INDICATES GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLE. FLUSH WALL MOUNTED 18" A.F.F. WITH GROUND PIN FACING UP UNLESS NOTED OTHERWISE. RECEPTACLE SHALL BE READILY ACCESSIBLE.

AutoCAD SHX Text

RESISTANT TYPE.

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DEVICE SHALL BE LISTED TAMPER RESISTANT TYPE.

AutoCAD SHX Text DATA OUTLET IN A 4" SQUARE BOX WITH 1 GANG EXTENSION RING. DEVICE MOUNTED 18" AFF UNLESS NOTED OTHERWISE. STUB 3/4"C FROM BACKBOX TO 6" ABOVE ACCESSIBLE CEILING, PROVIDE CONDUIT BUSHINGS.

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INDICATES WEATHER RESISTANT WIRING DEVICE WITH WEATHER PROOF IN-USE COVER PLATE.

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WEATHERPROOF OUTLET HOODS ARE TO BE LISTED AND IDENTIFIED AS "EXTRA DUTY."

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INDICATED RECEPTACLE ON MICROWAVE. COORDINATE WITH ARCHITECT TO ROUGH IN.

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TBB

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TBB

AutoCAD SHX Text TELEPHONE & DATA BACKBOARD. 48" X 48" 3/4" PLYWOOD. PROVIDE GROUNDING TERMINAL CONNECTED WITH #6 CONDUCTOR TO NEAREST METALLIC COLD WATER PIPE OR GROUNDING ELECTRODE.

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AutoCAD SHX Text MANUAL SINGLE-PHASE STARTER, 1 HORSEPOWER MAXIMUM 2-POLE. MOUNTED AS REQUIRED UNLESS NOTED OTHERWISE.

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JUNCTION BOX - SIZE AND TYPE AS NOTED.

AutoCAD SHX Text ANY PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED PER THE NEC WITH UL LISTED FIRE STOPPING COMPOUND.

AutoCAD SHX Text CONTRACTOR SHALL PROVIDE THE OWNER WITH RECORD DRAWINGS AND MANUALS THAT PROVIDE INSTRUCTION ABOUT THE OPERATION AND MAINTENANCE OF THE BUILDING'S ELECTRICAL DISTRIBUTION SYSTEM. REFER TO ASHRAE 90.1 2019 8.7.

AutoCAD SHX Text ALL RECEPTACLES LOCATED THROUGHOUT THE BUILDING SHALL BE LISTED TAMPER-RESISTANT TYPE.

AutoCAD SHX Text INDICATES DEVICE FLUSH MOUNTED HORIZONTALLY 6" ABOVE COUNTERTOP OR IN BACKSPLASH.

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INSTALL OUTLET TO MATCH PLUG ON EQUIPMENT.

AutoCAD SHX Text POWER RELAY TO CONTROL CONTACTS FOR MECHANICAL EQUIPMENT. SEE MECHANICAL SCHEDULES AND LEGEND FOR INTERLOCK REQUIREMENTS.

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DESCRIPTION

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SYMBOL

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LIGHTING SYMBOL LEGEND

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"LED" LIGHTING FIXTURE WITH INTEGRAL BATTERY BACKUP.

AutoCAD SHX Text 20 AMP, 120/277 VAC SINGLE POLE TOGGLE SWITCH - FLUSH WALL MOUNTED 48" A.F.F. UNLESS NOTED OTHERWISE. SUBSCRIPT INDICATES AS FOLLOWS:

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SYMBOLS NOTES:

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ALL DEVICES ARE TO BE FLUSH MOUNTED.

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MOUNTING HEIGHTS ARE FROM THE CENTER LINE OF THE DEVICE.

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ALL SINGLE GANG AND TWO GANG DEVICES SHALL USE A 4" SQ. BOX WITH EXTENSION RING.

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ALL MULTI - GANG DEVICES SHALL USE A COMMON COVER PLATE

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AutoCAD SHX Text COLORS FOR ALL DEVICES (i.e. SWITCHES, RECEPTACLES, TELEPHONE OUTLETS, ETC.) AND THEIR COVER PLATES SHALL BE

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DETERMINED BY THE ARCHITECT.

AutoCAD SHX Text CF,S - BLUETOOTH HARDWIRED WALL CONTROLLER FOR SPEED AND LIGHT CONTROL OF MAMMOTH CEILING FAN EQUAL TO BIG ASS FANS #C-BTWC-03-04-00-US. PROVIDE WITH WEATHER PROOF COVER PLATE.

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MARK

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LAMPS

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WATTS

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TYPE

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MOUNTING

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LIGHTING FIXTURE SCHEDULE

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MANUFACTURER AND CATALOG NUMBER

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NOTES

AutoCAD SHX Text GENERAL NOTES: : 1. THE MOUNTING HEIGHTS/PENDANT LENGTHS OF ALL FIXTURES SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO INSTALLATION. THE MOUNTING HEIGHTS/PENDANT LENGTHS OF ALL FIXTURES SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO INSTALLATION. 2. ANY EXPOSED RACEWAY SHALL BE PAINTED TO MATCH THE BACKGROUND COLOR. ANY EXPOSED RACEWAY SHALL BE PAINTED TO MATCH THE BACKGROUND COLOR. 3. PROVIDE FLANGE KITS FOR ALL FIXTURES INSTALLED IN A SHEET ROCK CEILING. PROVIDE FLANGE KITS FOR ALL FIXTURES INSTALLED IN A SHEET ROCK CEILING. 4. CONTRACTOR SHALL ORDER FIXTURES WITH PROTECTIVE COVER OPTION TO PROTECT FIXTURES DURING CONSTRUCTION. CONTRACTOR SHALL ORDER FIXTURES WITH PROTECTIVE COVER OPTION TO PROTECT FIXTURES DURING CONSTRUCTION. 5. FIXTURE TAGS THAT INCLUDE "E" SHALL BE PROVIDED WITH EMERGENCY BATTERY BACK UP. FIXTURE TAGS THAT INCLUDE "E" SHALL BE PROVIDED WITH EMERGENCY BATTERY BACK UP. 6. PROVIDE MOUNTING HARDWARE AS REQUIRED FOR FIXTURE INSTALLATION.PROVIDE MOUNTING HARDWARE AS REQUIRED FOR FIXTURE INSTALLATION.

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LED

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COORDINATE DOWNROD LENGTH AND FINISH WITH ARCHITECT.

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CEILING FAN

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FURN-

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ISHED

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FIXTURE

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BIG ASS FANS #MAMMOTH

AutoCAD SHX Text SPECIFY WITH 72" DIAMETER, LED LIGHT KIT, AND BLUETOOTH HARDWIRED WALL CONTROLLER.

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LED

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SURFACE

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FURN-

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ISHED

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FIXTURE

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EMERGI-LITE #WSASQ

OF BEAM

SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

H. M. YONGE AND ASSOC. JOB# 26-117AU

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E2.1 1/4"=1'-0"

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LIGHTING PLAN KEYNOTES

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ELECTRICAL LIGHTING PLAN

LIGHTING GENERAL NOTES

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PLAN

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AutoCAD SHX Text COORDINATE LOCATION OF DEVICE WITH ARCHITECT PRIOR TO ROUGH-IN. COORDINATE INSTALLATION REQUIREMENTS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH-IN. CONTINUATION OF LABELED CIRCUIT. COORDINATE LOCATION AND MOUNTING REQUIREMENTS WITH ARCHITECT PRIOR TO ROUGH-IN.

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CF,S

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1. COORDINATE LOCATION OF ALL "CF" FIXTURES WITH ARCHITECT PRIOR TO ROUGH-IN. COORDINATE LOCATION OF ALL "CF" FIXTURES WITH ARCHITECT PRIOR TO ROUGH-IN.

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MDP-6

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MDP

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SHEET NO.:

DATE:

REVISION:

DRAWN:

CHECKED:

JOB NO.:

P.O. BOX 6310

36547-6310

PHONE: 251-968-7222

GULF SHORES, ALABAMA

CM C OLLOUGH

RCHITECTURE, NC.

H. M. YONGE AND ASSOC. JOB# 26-117AU

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ELECTRICAL POWER PLAN

POWER PLAN KEYNOTES

ELECTRICAL POWER

PLAN

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AutoCAD SHX Text JUNCTION BOX FOR CEILING FAN ON/OFF CONTROL. COORDINATE LOCATION WITH ARCHITECT AND EQUIPMENT INSTALLER PRIOR TO ANY ROUGH-IN. COORDINATE ELECTRICAL REQUIREMENTS WITH EQUIPMENT INSTALLER PRIOR TO ANY ROUGH IN. RECEPTACLE FOR FUTURE CHANDELIERS. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ANY ROUGH-IN. ON/OFF SWITCH FOR CONTROL OF RECEPTACLES FOR FUTURE CHANDELIERS. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. CONTINUATION OF LABELED CIRCUIT. NOT USED. COORDINATE THE LOCATION OF THIS RECEPTACLE WITH ARCHITECT PRIOR TO ROUGH-IN. RECEPTACLE FOR STRING LIGHTS. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. ON/OFF SWITCH FOR CONTROL OF RECEPTACLES FOR STRING LIGHTS. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. NEW PAD MOUNT TRANSFORMER. COORDINATE ALL REQUIREMENTS WITH LOCAL UTILITY PRIOR TO ANY ROUGH-IN. SEE ELECTRICAL SINGLE LINE DIAGRAM. ALL UTILITY FEES SHALL BE INCLUDED IN THE BID PRICE. ELECTRICAL SERVICE EQUIPMENT MOUNTED ON UNISTRUT FRAME. ELECTRICAL SERVICE EQUIPMENT. REFER TO SINGLE LINE DIAGRAM FOR MORE INFORMATION. NEW UNDERGROUND SERVICE. COORDINATE ALL REQUIREMENTS WITH LOCAL UTILITY COMPANY PRIOR TO ANY ROUGH-IN. SEE ELECTRICAL SINGLE LINE DIAGRAM. ALL UTILITY FEES SHALL BE INCLUDED IN THE BID PRICE.

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MDP-1

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MDP-2

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MDP-2

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MDP-3

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MDP-4

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MDP-5

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LOAD DESCRIPTION

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CKT

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NO.

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POLE

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BREAKER

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AMP

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AMP

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BREAKER

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POLE

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LOAD DESCRIPTION

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NO.

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CKT

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KVA

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SPARE

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AutoCAD SHX Text 0.6

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SPARE

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SPARE

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REC CHANDELIERS

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SPARE

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REC EXT NORTH, SOUTH

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REC EXT EAST, WEST

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SPARE

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AutoCAD SHX Text 1.0

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SPARE

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SPARE

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REC STRING LIGHTS EAST

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SPARE

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SPARE

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SPARE

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SPARE

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SPARE

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NEW PANEL MDP SCHEDULE

AutoCAD SHX Text 100A M.B. 240V/120V 1%%C 3W

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NEMA 3R, SURFACE MOUNT

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22,000 AIC RATING

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CEILING FANS / EM LIGHTS

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REC STRING LIGHTS WEST

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CONNECTED LOAD

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KVA

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INDICATES GFCI TYPE BREAKER.

AutoCAD SHX Text 3#3, #8G, 1.25"C

AutoCAD SHX Text PRIMARY BY POWER CO. CONDUIT BY ELECTRICAL CONTRACTOR. COORDINATE REQUIREMENTS WITH POWER COMPANY PRIOR TO BID.

AutoCAD SHX Text PAD BY DIVISION 16 TRANSFORMER BY POWER CO. COORDINATE WITH POWER COMPANY FOR PAD REQUIREMENTS

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MWP

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GROUND CONDUCTOR

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#8 COPPER

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GROUND ROD

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COPPER CLAD

AutoCAD SHX Text 3/4"x20'-0"

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HIGH COMPRESSION DIRECT BURIAL CONNECTOR (TYPICAL)

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(TYPICAL)

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20FT

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SPACING

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SPD

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MBJ

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MINIMUM

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METER AND CT FURNISHED BY CONTRACTOR

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%%UKEYNOTES:

AutoCAD SHX Text GROUNDING ELECTRODE SYSTEM SHALL BE IN ACCORDANCE WITH NEC 2020 ARTICLE 25O. PROVIDE INTERNAL, SERVICE ENTRANCE RATED, CATEGORY-C SURGE PROTECTION DEVICE, 10-MODE, 240kA PER PHASE.

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%%UGENERAL NOTES:

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1. ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH ARC FLASH HAZARD WARNING LABEL IN ACCORDANCE ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH ARC FLASH HAZARD WARNING LABEL IN ACCORDANCE WITH NEC 110.16. 2. ELECTRICAL EQUIPMENT SHALL BE MARKED TO INDICATE THE DEVICE OR EQUIPMENT WHERE THE POWER ELECTRICAL EQUIPMENT SHALL BE MARKED TO INDICATE THE DEVICE OR EQUIPMENT WHERE THE POWER SUPPLY ORIGINATES PER NEC 408.4(B).

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%%USINGLE LINE RISER DIAGRAM

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SCALE: NONE

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PANEL MDP 100A MB

AutoCAD SHX Text NOTE: ALL EQUIPMENT THAT IS LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED ALL EQUIPMENT THAT IS LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED EQUIPMENT THAT IS LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED SHALL BE PROVIDED WITH A LABEL IN ACCORDANCE WITH NEC 110.16. THE EQUIPMENT MANUFACTURER SHALL PROVIDE AN ARC FLASH HAZARD ANALYSIS TO DETERMINE THE LEVEL OF PERSONAL PROTECTIVE EQUIPMENT (PPE) REQUIRED FOR EACH PIECE OF EQUIPMENT. LABEL SHALL INCLUDE: 1. AT LEAST ONE OF THE FOLLOWING: AT LEAST ONE OF THE FOLLOWING: A. AVAILABLE INCIDENT ENERGY AND THE CORRESPONDING WORKING DISTANCE B. MINIMUM ARC RATING OF CLOTHING C. REQUIRED LEVEL OF PPE D. HIGHEST HAZARD/RISK CATEGORY (HRC) FOR THE EQUIPMENT 2. NOMINAL SYSTEM VOLTAGE NOMINAL SYSTEM VOLTAGE 3. ARC FLASH BOUNDARY ARC FLASH BOUNDARY ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR TO ENSURE THE OVER CURRENT PROTECTION FOR THE SPECIFIC HVAC EQUIPMENT MEETS THE MANUFACTURER AND THE NATIONAL ELECTRICAL CODE REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL FIELD MARK ALL PANEL BOARDS WITH ORIGIN OF POWER SUPPLY. VIA MECHANICALLY FASTENED PHENOLIC LABEL.

AutoCAD SHX Text THE ELECTRICAL CONTRACTOR SHALL FIELD MARK ALL ELECTRICAL SERVICE EQUIPMENT WITH A CONSPICUOUS AND PERMANENT LABEL THAT INDICATES THE AVAILABLE FAULT CURRENT AS FOLLOWS PER NEC 110.24: "Panel XX" "Maximum available fault current = ##,### Amps" "Month DD, Year" THE LABEL SHOULD BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. THE ELECTRICAL CONTRACTOR SHALL FIELD MARK ALL PANEL BOARDS IN AREA OF WORK THAT ARE TO REMAIN TO INDICATE ORIGIN OF POWER SUPPLY.

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MDP-5

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T1.1

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LS1.1

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A1.1

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A3.1

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26117 Electrical.pdf

26117E11-Model

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26117E21-Model

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26117E31-Model

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File details come from the government source that posted it. Updated Oct 1, 2026.