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PROJECT SUMMARY
<br />FLORIDA PRODUCT DATA INDEX
<br />f _ T �p -- - -_�
<br />1---'J STARBUCKS SHELL
<br />LL CONSTRUCTION
<br />T
<br />GALL BLVD AND DAUGHTERY ROAD
<br />• ZEPHYRHILLS, FL
<br />rA
<br />THE SCOPE OF WORK PROPOSED UNDER THIS PERMIT INCLUDES ALL CONSTRUCTION NECESSARY FOR THE SHELL
<br />CONSTRUCTION OF A BUILDING (2,515 SF) FOR ASSEMBLY OCCUPANCY. PLANS FOR CONSTRUCTION INCLUDE ALL
<br />STRUCTURAL COMPONENTS (EXCEPT FLOOR SLAB) AND FINISHES THAT COMPRISE THE BUILDING ENVELOPE.
<br />PLANS ALSO INCLUDE THE NECESSARY UTILITY 5TUB-INS FOR SANITARY SEWER AND DOMESTIC WATER AND
<br />ELECTRICAL POWER. IT 15 ANTICIPATED THAT THE STARBUCKS INTERIOR FINISH -OUT WILL BE BE CONSTRUCTED
<br />SIMULTANEOUSLY, UNDER SEPARATE PERMIT. SAID PLANS AND CONSTRUCTION WILL INCLUDE PERMANENT
<br />POWER, EXIT/EMERGENCY LIGHTING, ETC.
<br />UNDER THE TERMS OF THE LEASE WITH STARBUCKS, THE LANDLORD WILL BE RESPONSIBLE FOR ADDITIONAL
<br />WORK INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF ROOFTOP HVAC UNITS. IN ORDER TO FULLY AND
<br />ACCURATELY DOCUMENT SUCH WORK, PLANS FOR STARBUCKS INTERIOR FIN15HrOUT MUST BE COMPLETED
<br />(CURRENTLY IN PRODUCTION BY OTHERS). UPON RECEIPT OF TENANT PLANS, REVISIONS WILL BE MADE TO
<br />THESE WELL DOCUMENTS WHICH WILL FULLY DOCUMENT ALL LANDLORD RESPONSIBILITIES. ACCORDINGLY,
<br />REVISIONS WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
<br />CONSTRUCTION. IT 15 THE LANDLORD'S INTENT TO BEGIN THE PROCESS FOR REVIEW AND PERMIT OF THE
<br />SHELL DOCUMENTS PROVIDED HEREIN IN ORDER TO MEET OBLIGATIONS FOR DELIVERY OF THE BUILDING.
<br />THE ABOVE -MENTIONED CONSTRUCTION DRAWINGS FOR STARBUCKS INTERIOR FINISH -OUT SHALL BE SUBMITTED
<br />TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL AND PERMIT PRIOR TO CONSTRUCTION (BY OTHERS).
<br />PRODUCT CATEGORY
<br />SUB CATEGORY
<br />MANUFACTURER
<br />FL APPROVAL NO.
<br />DATE
<br />PME WAIIS
<br />ALUM STOUW (IuWACIj
<br />ft AP AME]�IIC,A
<br />FL-14218--R8
<br />0210712017
<br />UT13 R DOORS
<br />ALUM ENT ORES 00
<br />Y1a AP ANM
<br />FL-16554.4- R4
<br />12%1,5/2015
<br />DOORS
<br />COIvruEM STR DOORS
<br />CECO DOOR PFIODUCTS
<br />FL-4553--Rto
<br />07/27/15
<br />ROOM
<br />SIIGf4Y R0011C SWDC M)
<br />FFOON` 9M PRODl1CTS CO.
<br />---
<br />FL10264-R12
<br />06/23/15SH
<br />yyND W5
<br />PASS Tff
<br />WADY ACCESS
<br />FL 5102-R3
<br />06/23/15
<br />- T
<br />THE PRODUCTS LISTED ABOVE ARE THE BA515 OF DESIGN
<br />THE CONTRACTOR SHALL MAKE AVAILABLE TO THE BUILDING INSPECTOR DOCUMENTATION NECESSARY TO
<br />VERIFY THAT ALL COMPONENTS REQUIRING PRODUCT APPROVAL PER FS 553.842 ARE IN COMPLIANCE WITH
<br />PRODUCT APPROVAL INSTALLATION REQUIREMENTS
<br />PROJECT CODE DATA
<br />GENERAL NOTES
<br />PROJECT TEAM
<br />DRAWING INDEX
<br />APPLICABLE CODES
<br />• FLORIDA BUILDING CODE -BUILDING 6TH EDITION
<br />( )
<br />• FLORIDA BUILDING CODE-ACCE551BILITY (GTH EDITION)
<br />• FLORIDA BUILDING CODE -ENERGY CONSERVATION (6TN EDITION)
<br />• FLORIDA BUILDING CODE -FUEL GAS (6TN EDITION)
<br />CO
<br />• FLORIDA BUILDING DE -MECHANICAL (6TH EDITION
<br />• FLORIDA BUILDING CODE -PLUMBING (6TN EDITION))
<br />• NATIONAL FLORID
<br />FIRE PREVENTION CADS AL ELECTRIC CODE (2014 EDITION) TN EDITION)
<br />• N
<br />BUILDING STATISTICS
<br />OCCUPANCY GROUP (A-2) ASSEMBLY
<br />CONSTRUCTION TYPE TYPE VB, UNPROTECTED
<br />FIRE SPRINKLERED No
<br />FIRE ALARM NO
<br />ALLOWABLE AREA b,000 5F PER FLOOR
<br />PROPOSED AREA 2,515 GROSS SQUARE FT.
<br />No. OF STORIES I ALLOWED / I PROPOSED
<br />i n i n
<br />PROPOSED HEIGHT 40 -0 ALLOWED / 22 -8 (TOP OF PARAPET)
<br />OCCUPANT LOAD OCCUPANT LOAD 72 (PER TENANT'S PLAN *CALCULATED LOAD)
<br />OCCUPANT LOAD 6 ON MOST RESTRICTIVE VALUES FROM BOTH THE
<br />BUILDING AND FIRE CODE. AREAS BASED ON TENANT'S FIXTURE PLAN. THE
<br />OCCUPANT LOAD WILL BE FULLY DESCRIBED IN THE TENANTS INTERIOR
<br />FINISH -OUT DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT.
<br />MAXIMUM TRAVEL DISTANCE 200' (UNSPRINKLERED)
<br />MAX. DEAD END CORRIDOR 20' (UNSPRINKLERED)
<br />EGRESS WIDTH REQUIRED .2" PER OCCUPANT - .2" X 72 - 14.4"
<br />EGRESS WIDTH PROVIDED 150"(THREE EXITS)
<br />MINIMUM CORRIDOR WIDTH 36" REQUIRED, NOT APPLICABLE, CORRIDORS TO BE PROVIDED
<br />BY TENANT UNDER SEPARATE PERMIT
<br />MINIMUM STAIR WIDTH NOT APPLICABLE, SINGLE STORY BUILDING PROPOSED
<br />FIRE RATINGS -TABLE 601 PRIMARY STRUCT. FRAMEWORK 0
<br />BEARING WALLS p
<br />EXTERIOR WALLS AND OPENINGS (SEE BELOW)
<br />FIRE DIVISION WALLS N/A
<br />INTERIOR BEARING WALLS 0
<br />FLOOR CONSTRUCTION N/A
<br />ROOF CONSTRUCTION 0
<br />TABLE 602 -FIRE RESISTANCE RATINGS FOR EXTERIOR
<br />WALLS BASED ON FIRE SEPARATION DISTANCE s WHERE SEPARATION FROM
<br />SEPARATION FIRE WALL OPENING %OPENINGS %OPENINGS
<br />DISTANCE RATING AREA AREA ALLOWED PROPOSED PROPERTY LINES EXCEEDS 30
<br />FEET THERE ARE NO LIMITS FOR
<br />EAST > 30, 0 NL $ UNPROTECTED WALL OPENINGS.
<br />NORTH > 30' 0 NL CALCULATIONS FOR WALL AREA,
<br />WEST ) 30' 0 NL OPENING AREA AND PROPOSED
<br />SOUTH ) 30' 0 NL OPENING PERCENTAGES NOT
<br />PROVIDED IN SUCH INSTANCES
<br />MIN. FIRE RESISTANCE OF WALLS, PARTITIONS AND OPNG PROTECTIVES
<br />SHAFT ENCLOSURES NOT APPLICABLE
<br />EXIT ACCESS CORRIDORS NOT APPLICABLE
<br />TENANT SEPARATION NOT APPLICABLE
<br />OCCUPANCY SEPARATION NOT APPLICABLE
<br />FLOOR PENETRATION5 NOT APPLICABLE
<br />MINIMUM PLUMBING FIXTURES TOILET ROOMS AND PLUMBING FIXTURES ARE NOT INCLUDED IN THE PROP05ED
<br />SCOPE OF WORK (SHELL CONSTRUCTION ONLY). THESE WILL BE PROVIDED BY
<br />THE TENANT UNDER SEPARATE PERMIT.
<br />CONSTRUCTION DRAWINGS FOR THE INTERIOR FINISH -OUT DOCUMENTS SHALL
<br />BE PROVIDED BY THE TENANT AND SUBMITTED TO THE AUTHORITY HAVING
<br />JURISDICTION FOR APPROVAL AND PERMIT PRIOR TO CONSTRUCTION.
<br />1. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS, WORKMANLIKE MANNER ACCORDING TO BEST TRADE
<br />PRACTICES. MATERIALS AND EQUIPMENT SHALL BE NEW, AND ALL CONSTRUCTION SHALL BE IN GOOD AND
<br />USABLE CONDITION AT THE DATE OF COMPLETION AND/OR OPENING OF THE DEMISED PREMISES FOR BUSINESS.
<br />2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL AUTHORITIES OR
<br />AGENCIES HAVING JURISDICTION AND IN ACCORDANCE WITH THE TENANT'S DRAWINGS AND SPECIFICATIONS,
<br />3. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS OF THE SITE. DISCREPANCIE5 SHALL BE REPORTED TO
<br />THE ARCHITECT PRIOR TO PROCEEDING W/ CONSTRUCTION.
<br />4. TEMPORARY ELECTRIC POWER AND LIGHTING WILL BE PROVIDED A5 REQUIRED. THE TEMPORARY SERVICE MUST
<br />MEET ALL APPLICABLE CODE AND SAFETY REQUIREMENTS.
<br />5. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE WORK FOR PUBLIC SAFETY AND AGAINST
<br />ACCIDENTS, WEATHER OR ANY OTHER HAZARD WITH LIGHTS AND GUARD RAILS OR BARRICADES AS
<br />APPLICABLE.
<br />6. ALL EXITS SHALL BE MAINTAINED AND SHALL BE OPERABLE FROM THE INSIDE W/OUT SPECIAL KNOWLEDGE OR
<br />EFFORT.
<br />7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF OPENINGS FOR ALL TRADES
<br />AND SHALL COORDINATE ALL CONSTRUCTION AS INDICATED BY THE CONSTRUCTION DOCUMENTS, INCLUDING SHOP
<br />DRAWINGS REVISED BY THE ARCHITECT.
<br />8. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY AND REQUIRED PERMITS, FEES, DEPOSITS, ETC.
<br />q. AFIRE EXTINGUISHER IS REQUIRED DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE ALL PERSONNEL
<br />AWARE OF ITS LOCATION.
<br />10. THE CONTRACT DOCUMENTS HAVE BEEN PREPARED TO BE COMPLEMENTARY. WHAT 15 REQUIRED BY THE DRAWINGS
<br />SHALL BE REQUIRED BY THE SPECIFICATIONS, AND CONVERSELY. IN THE CASE OF DISCREPANCIES BETWEEN THE
<br />TWO DOCUMENTS CONCERNING QUALITY AND/OR QUANTITY, THE CONTRACTOR SHALL INCLUDE THE BETTER
<br />QUALITY AND/OR GREATER QUANTITY UNLESS OTHERWISE DIRECTED IN WRITING BY THE ARCHITECT. WHERE
<br />SPECIFICATIONS HAVE BEEN OMITTED FOR PARTICULAR ITEN(S), THE CONTRACTOR SHALL EMPLOY THE HIGHEST
<br />STANDARDS ESTABLISHED BY THE MANUFACTURER OF THE ITEM(5) AS THE GUIDELINES FOR PRODUCT HANDLING,
<br />INSTALLATION OR ERECTION AND PROTECTION OF THE COMPONENT ONCE IN PLACE.
<br />DEVELOPER ARCHITECT
<br />EPIC DEVELOPMENT FWH ARCHITECTS, INC.
<br />6107 S. FT. HARRISON AVE. 3336 GRAND BLVD., SUITE 201
<br />SUITE 102 HOLIDAY, FLORIDA 34690
<br />CLEARWATER, FLORIDA 33756 ATTN: ADRIENNE BAUER
<br />ATTN: SUE SUCEVIC TEL: (727) 815-3336
<br />TEL: (727) 210-1900 FAX: (727) 815- 3337
<br />CIVIL ENGINEER STRUCTURAL ENGINEER
<br />AVID GROUP ACG PROFESSIONAL ENGINEERING
<br />2300 CURLEW RD 16g12 MEL155A ANN DRIVE
<br />SUITE 201 LUTZ, FLORIDA 33558-804q
<br />PALM HARBOR, FLORIDA 34683 ATTN: ALAN GUENTHER
<br />ATTN: JORGE 14ERNANDEZ P.E. TEL: (813) q63-1g06
<br />TEL: (727) 789-9500 FAX: (813) 48q-4666
<br />MECHANICAL 8c PLUMBING ELECTRICAL ENGINEER
<br />STEPANEK-LEWIS AND ASSOCIATES, INC. CHEHAYEB 4 ASSOCIATES
<br />2257 TWELVE OAKS WAY, SUITE 103 3702 AZEELE STREET
<br />WESLEY CHAPEL FLORIDA 33544 TAMPA, FLORIDA, 33607
<br />ATTN: MATT LEWIS ATTN: 50UH1 1L CHEHAYEB
<br />TEL: (813) q91-1248 TEL: (813) 876-1415
<br />FAX: (813) 876-093
<br />BUILDING DEPARTMENT
<br />CITY OF ZEPHYR14ILLS
<br />5335 8TH STREET
<br />ZEPHYRHILLS FL 33542
<br />ATTN: COMMERCIAL PLAN REVIEW
<br />TEL (813) 780-0020
<br />SHT. NO®
<br />DRAWING TITLE
<br />REVISION
<br />•
<br />MrATES
<br />HEIS
<br />LOG
<br />ARUM
<br />QQOQ
<br />AO
<br />INDEX, VICINITY MAP AND NOTES
<br />--
<br />CIVIL
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<br />-
<br />COVER SNEEi'
<br />2
<br />NOTES SPECIFICATIONS
<br />3
<br />DEMOLITION PLAN
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<br />HORIZONTAL CONTROL PLAN
<br />>
<br />5
<br />PAVING, GRADING AND DRAINAGE PLAN
<br />Lu
<br />6
<br />UTILITY PLAN
<br />Lu
<br />q
<br />7
<br />NPDES NOTES
<br />3
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<br />s
<br />NPDES DETAILS
<br />9
<br />SITE DETAILS
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<br />� LL,
<br />10
<br />UTILITY DETAILS
<br />L1
<br />LANDSCAPE PLAN
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<br />L2
<br />LANDSCAPE DETAILS
<br />(D
<br />a Ua
<br />L3
<br />LANDSCAPE NOTES
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<br />IR
<br />IRRIGATION PLAN
<br />OL
<br />IRl
<br />IRRIGATION NOTES
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<br />PERMIT NOTES
<br />WIND DESIGN CRITERIA
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<br />SIGNAGE,
<br />SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES ONLY. IT SHALL BE UNDERSTOOD
<br />THAT ALL EXTERIOR BUILDING MOUNTED AND SITE SIGNAGE WILL BE PERMITTED SEPARATELY, EITHER BY THE
<br />LANDLORD'S SIGN VENDOR OR BY INDIVIDUAL TENANT SIGN VENDORS. AT THAT TIME, COMPLETE DETAILS
<br />INCLUDING, BUT NOT LIMITED To, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC.
<br />WILL BE SUBMITTED FOR PERMIT REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK.
<br />SHOP DRAWING&
<br />IT SHALL BE UNDERSTOOD THAT ENGINEERED SHOP DRAWINGS FOR PRE-ENGINEERED ROOF JOISTS SHALL BE
<br />PROVIDED BY MANUFACTURER AND SUBMITTED TO THE BUILDING DEPARTMENT BY THE GENERAL CONTRACTOR.
<br />SAID SHOP DRAWINGS SHALL CONTAIN A STATEMENT FROM THE PROFESSIONAL OF RECORD STATING THAT
<br />HE/SHE HAS REVIEWED THE DRAWINGS AND THAT DRAWINGS ARE IN COMPLIANCE WITH HIS/HER DESIGN BY
<br />NAMING THE MANUFACTURER JOB NUMBER AND DATE OF THE PLANS.
<br />'
<br />PERMITS®
<br />SEPARATE PERMITS MAY BE REQUIRED FOR THE AWNINGS AND TRASH ENCLOSURES. SAID PERMITS SHALL BE
<br />OBTAINED PRIOR TO COMMENCEMENT OF WORK ON ANY OF THESE COMPONENTS.
<br />1 ULTIMATE WIND SPEED = 140 MPH (FBC FIGURE 16061A)
<br />2. WIND EXPOSURE "B"
<br />3, BUILDING RISK CATEGORY II (PER FBC TABLE 1604,5)
<br />4, INTERNAL PRESSURE COEFFICIENT
<br />(GCpi) = +/- 0.18, TOTALLY ENCLOSED
<br />(PER ASCE 7-10)
<br />S. COMPONENTS AND CLADDING - REFER TO STRUCTURAL DRAWINGS, SHEET 50.1 FOR WIND DE51GN CRITERIA
<br />ALL WORK SHALL COMPLY WITH PREVAILING (-
<br />CODES FLORIDA BUILDING CODE,
<br />NATIONAL ELECTRIC CODE, rJ
<br />AND THE CITY OF ZEPHYRHILLS
<br />ORDINANCES
<br />REVIEW DATE e i
<br />CITY OF ZEPHYRHILLS
<br />PLANS EX>p+MINER .-��
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<br />�,'
<br />ARCHITECTURAL
<br />AO.1
<br />SPECIFICATIONS
<br />AO.2
<br />SPECIFICATIONS
<br />KEYNOTE SCHEDULE
<br />VAS -
<br />.1
<br />ARCHITECTURAL SITE PLAN
<br />AS.2
<br />MISCELLANEOUS SITE DETAILS
<br />ALO
<br />FLOOR PLAN AND NOTES
<br />ALL
<br />ROOF PLAN
<br />A1.2
<br />ROOF DETAILS
<br />A1.3
<br />CANOPY AND AWNING DETAILS
<br />A2.0
<br />REFLECTED CEILING PLAN
<br />A3.o
<br />EXTERIOR ELEVATIONS AND EXTERIOR FINISH SCHEDULE
<br />A3.1
<br />EXTERIOR ELEVATIONS
<br />A4.0
<br />FRAME OPENING SCHEDULE
<br />A4.1
<br />FRAME OPENING DETAILS
<br />A4.2
<br />ENLARGED PLAN DETAILS
<br />A5.0
<br />WALL SECTIONS
<br />FINISH NOTES
<br />VICINITY MAP
<br />A5.1
<br />WALL SECTIONS
<br />A5.2
<br />WALL SECTIONS
<br />I. SUBCONTRACTORS MUST EXAMINE EACH INSTALLATION AREA FOR CONDITIONS THAT MAY INTERFERE WITH
<br />PROPER, TIMELY, OR ACCEPTABLE COMPLETION OF THE WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR OF
<br />UNACCEPTABLE CONDITIONS BEFORE FIN1514 MATERIAL INSTALLATION. PERFORMANCE OF FINISH WORK INDICATES
<br />ACCEPTANCE OF ALL SUBSTRATE CONDITIONS AND ASSUMPTION OF RESPONSIBILITY FOR COMPLIANCE WITH
<br />MATERIAL INSTALLATION QUALITY STANDARDS,
<br />2. CONTRACTOR TO PREPARE FLOOR SUBSTRATE CONDITIONS (WHERE APPLICABLE) A5 NECE55ARY WHERE"
<br />DIFFERENT MATERIALS ABUT TO ENSURE SMOOTH AND GRADUAL TRANSITION, FREE FROM TRIP HAZARD OR
<br />EXCESSIVE ELEVATION CHANGE. PROVIDE TRANSITION EDGES AS APPROPRIATE. SUBMIT ACCESSORY OPTIONS
<br />INCLUDING AVAILABLE FINISH AND COLOR SELECTIONS FOR APPROVAL.
<br />3. WHERE NO FLonR FINI�H IS REQUIRED, CONTRACTOR HA _L PROVIDE A CLEAN 'rNCOTH 'U' = -
<br />PROVIDED BY TErIANT
<br />4. FOR PAINTED / STAINED SURFACES, ADHERE TO INDUSTRY STANDARDS AND USE PRIMERS, PAINT, STAINS,
<br />AND OTHER PRODUCTS AS APPROPRIATE FOR THE CONDITIONS AND SUBSTRATES TO WHICH FINISHES ARE BEING
<br />APPLIED.
<br />5. ALL GWB SURFACES THAT ARE NOT TO BE PAINTED UNDER THE SCOPE OF THIS CONTRACT (PAINT BY
<br />TENANT) ARE TO BE TAPED, MUDDED AND SANDED. WALLS SHALL BE LEFT IN A CONDITION READY FOR
<br />TEXTURE AND PAINT BY TENANT.
<br />6. ACCEPTABLE PAINT MANUFACTURERS ARE BENJAMIN MOORE OR 514ERWIN WILLIAMS. REFER TO
<br />SPECIFICATIONS FOR TYPE OF PAINT.
<br />7. ALL COLOR SELECTIONS, IF NOT INDICATED ON PLANS, SHALL BE MADE BY THE TENANT FROM THE
<br />MANUFACTURER'S STANDARD SELECTIONS PROVIDED BY THE CONTRACTOR, UNLE55 OTHERWISE NOTED,
<br />€``'`'"f ''
<br />.`°
<br />x. °
<br />SITE
<br />NORTH
<br />_
<br />STRUCTURAL
<br />50.1
<br />STRUCTURAL NOTES
<br />51.1
<br />FOUNDATION PLAN
<br />52.1
<br />ROOF FRAMING PLAN
<br />53.1
<br />WALL SECTIONS
<br />54.1
<br />SECTIONS AND DETAILS
<br />54.2
<br />SECTIONS AND DETAILS
<br />MECHANICAL
<br />M1.0
<br />MECHANICAL ROOF PLAN AND SPECIFICATIONS
<br />M2.0
<br />MECHANICAL DETAILS AND SCHEDULES
<br />PLUMBING
<br />PLO
<br />PLUMBING PLAN AND SPECIFICATIONS
<br />P2.0
<br />PLUMBING SCHEDULES, RISERS AND DETAILS
<br />ELECTRICAL
<br />ALL WALL AND CEILING FINISHES SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE SECTION 10.2.3
<br />AND SHALL BE CLASS A OR B IN EXITS AND ENCLOSED CORRIDORS FURNISHING ACCESS To EXITS; AND
<br />CLASS A, CLASS B OR CLASS G IN OFFICES.
<br />INTERIOR FLOOR FINISHES SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE SECTION 10.2.7 AND
<br />SHALL BE CLASS I OR CLASS II IN CORRIDORS AND EXITS
<br />EO.0
<br />ELECTRICAL PROJECT NOTES AND LEGEND
<br />E1.0
<br />ELECTRICAL SITE PLAN
<br />El.l
<br />PHOTOMETRIC SITE PLAN
<br />E1.2
<br />FIXTURE INFORMATION
<br />E2.0
<br />LIGHTING AND POWER PLANS
<br />E3.0
<br />POWER RISER DIAGRAM
<br />E4.0
<br />ELECTRICAL SPECIFICATIONS
<br />T
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