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11 11 _11 I I III I_ 1 11 1 - I
<br />GENERAL
<br />K 1 r- r_% 81 PROJECT NOTES
<br />C)ENERAL I 1\4
<br />GENERAL NOTES:
<br />1 INTERPRETATION, ERRORS AND OMISSIONS:
<br />SHOULD ANY OMISSION, DISCREPANCY, AMBIGUITY OR ERROR
<br />IN THE CONTRACT DOCUMENT DRAWINGS BE DISCOVERED OR
<br />SHOULD THERE BE ANY DOUBT AS TO THE MEANING OR INTENT
<br />THEREOF, REPORT SUCH FINDINGS TO THE ARCHITECT IN WRITING.
<br />WITHIN A REASONABLE TIME OF RECOVERY
<br />IF buklN6 THE— CURSE OF CONSTRUCTION, CONFLICTS ARE
<br />FOUND IN THE DRAWINGS OR EXISTING SITE CONDITIONS,
<br />THE ARCHITECT WILL INTERPRET OR CONSTRUE THE DRAWING(S)
<br />AND / OR EXISTING SITE CONDITIONS SO AS TO SECURE THE
<br />MOST SUBSTANTIAL AND COMPLETE PERFORMANCE OF THE WORK.
<br />2. DIMENSIONS ON PLANS ARE TO FINISH FACE OF WOODIMETAL STUD PARTITIONS
<br />AND FACE OF CONCRETE MASONRY UNIT WALLS UNLESS NOTED OTHERWISE.
<br />3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS
<br />PRIOR TO BEGINNING DEMOLITION AND/OR CONSTRUCTION- ANY DISCREPANCIES
<br />BETWEEN ACTUAL CONDITIONS AND THOSE REPRESENTED IN THE CONSTRUCTION
<br />DOCUMENTS SHALL BE BROUGHT TO THE ARCHITEcrs ATTENTION IMMEDIATELY.
<br />4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
<br />PRIOR TO CONSTRUCTION SHOULD THE ASSISTANCE OF THE OWNER, ARCHITECT OR
<br />ENGINEER BE REQUIRED THE CONTRACTOR SHALL ALLOW FOR THE REQUIRED NOTIFICATION
<br />PERIOD IN THE CONSTRUCTION SCHEDULE-
<br />5. STUD THICKNESS SHALL BE INCREASED AS REQUIRED AT PLUMBING
<br />HANGERS, ELECTRICAL PANELS, ETC., WHICH EXCEED 4° FROM FINISH
<br />WALL FACE TO BACK OF UNIT.
<br />6. FURNISH ACCESS PANELS IN WALLS AND NON -ACCESSIBLE TYPE
<br />CEILINGS WHERE SERVICE OR ADJUSTMENT 70 MECHANICAL,
<br />PLUMBING OR ELECTRICAL EQUIPMENT IS REQUIRED.
<br />(SEE ENGINEERING DRAWINGS FOR ANY REQUIRED ACCESS PANEL(S)
<br />FOR THIS PROJECT)
<br />7. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD AT 30 FEET O.C.
<br />MAXIMUM PER MANUFACTURER'S RECOMMENDATION. WHERE
<br />POSSIBLE, LOCATE JOINTS ABOVE DOOR FRAMES.
<br />8, GYPSUM WALLBOARD IN TOILETS, AND OTHER
<br />AREAS SUBJECT TO WETTING, SHALL BE MOISTURE RESISTANT
<br />TYPE GIN WALLS- ON WALLS TO RECEIVE CERAMIC TILE, FINISH
<br />GYPSUM WALLBOARD SHALL BE MOISTURE RESISTANT TYPE.
<br />9, ALL GYPSUM WALLBOARD IN FIRE RATED WALLS SHALL BE FIRE RESISTANT
<br />UL CLASSIFIED MATERIAL APPLIED IN STRICT CONFORMANCE TO THE
<br />APPLICABLE FIRE TEST DESIGN WITH JOINTS ON OPPOSITE WALL FACES
<br />STAGGERED. FASTENERS SHALL BE OF APPROVED TYPE AND
<br />INSTALLED IN ACCORDANCE WITH APPLICABLE FIRE TEST. ALL
<br />WALLBOARD JOINTS SHALL BE TAPED AND FINISHED WITH JOINT
<br />COMPOUND, INCLUDING THOSE ABOVE CEILING, WHETHER FIRE RATED
<br />OR NOT PENETRATION FOR PIPES, CONDUIT, DUCTS, ETC. IN EXCESS
<br />OF 8' IN MAXIMUM DIMENSION SHALL BE FRAMED. PERIMETER OF
<br />PENETRATIONS SHALL BE TIGHTLY PACKED WITH MINERAL FIBER SAFING
<br />INSULATION.
<br />w CONTRACTOR SHALL VERIFY AND COORDINATE SPECIFIC REQUIREMENTS
<br />FOR OWNER -PROVIDED AND/OR INSTALLED EQUIPMENT-
<br />11. ALL OTHER MAJOR TENANTS AND SHOP CONSTRUCTION IS DESCRIBED
<br />WITHIN SEPARATE WORKING DRAWINGS,
<br />12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
<br />ALL WORK INCLUDED IN THE CONTRACT DOCUMENTS. ALL CORRESPONDENCE
<br />FROM SUBCONTRACTORS SHALL BE ROUTED THROUGH THE GENERAL CONTRACTOR
<br />13 ADJACENT WORK, INCLUDED UNDER OTHER CONSTRUCTION CONTRACTS, WHICH
<br />IS DAMAMGED DURING EXECUTION OF THIS CONTRACT WORK, SHALL BE THE
<br />RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPAIR PRIOR TO FINAL
<br />ACCEPTANCE OF THE WORK
<br />14 GENERAL CONTRACTOR SHALL REPLY WITH ALL REQUIREMENTS OF
<br />CURRENT SOILS REPORT.
<br />15 GENERAL CONTRACTOR TO PROVIDE ALL GOVERNMENT -REQUIRED SIGNAGE
<br />NECESSARY FOR CERTIFICATE OF OCCUPANCY (FIRE LANE 5IGNAGE,
<br />'DO NOT BLOCK DOOR-, ETC.)
<br />W ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITH U.L. TESTED
<br />STANDARDS ANDIOR LOCAL REQUIREMD4TS_
<br />17. CONTRACTOR TO INCLUDE IN BID, ALL MISCELLANEOUS MATERIAL REQUIRED
<br />FOR A COMPLETE INSTALLATION PER THE DESIGN INTENT AS DEFINED
<br />BY THE CONTRACT DOCUMENTS. MISCELLANEOUSMATERIAL INCLUDES, BUT IS
<br />NOT LIMITED TO FASTENERS, HANGERS, FURRING STRIPS, BLOCKING, TRIM
<br />AND OTHER MATERIALS NOT SPECIFICALLY INDICATED ED BUT REQUIRED
<br />FOR A COMPLETE INSTALLATION.
<br />SITEWORK NOTES.
<br />I. FOUNDATIONS HAVE BEEN DESIGNED FOR ALLOWABLE SOIL BEARING AS NOTED
<br />ON STRUCTURAL DRAWINGS- THR GENERAL CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR COORDINATING INSPECTION OF SOIL CONDITIONS AFTER EXCAVATION WITH
<br />OWNER',$ TESTING SERVICE TO DETERMINE IF BEARING CAPACITY IS
<br />SUFFICIENT AND MAINTAINING EXCAVATION IN SUCH AS A WAY THAT THE BEARING
<br />CAPACITY IS MAINTAINED UNTIL PLACEMENT OF FOOTING.
<br />2. OVER -EXCAVATION OF FOUNDATIONS SHALL BE FILLED ONLY AS DIRECTED BY
<br />THE STRUCTURAL ENGINEER.
<br />3. ALL CIVIL WORK IS DEFINED UNDER SEPARATE CIVIL DOCUMENTATION
<br />PROVIDED BY THE CIVIL ENGINEER.
<br />4. UNLESS NOTED OTHERWISE, PROVIDE 18'x 24'CONCRITE SPLASH BLOCKS
<br />AT ALL DOWNSPOUTS WHERE DOWNSPOUTS SPILL ONTO ASPHALT PAVING
<br />5, REFER TO CIVIL DRAWING FOR PAVING THICKNESS, CURB TYPES, LONGITUDINAL AND
<br />AND HORIZONTAL CONTROL. FOR BUILDING LOCATION SETBACKS REFER TO
<br />CIVIL DRAWINGS-
<br />6. REFER TO LANDSCAPE DRAWINGS FOR LANDSCAPE REQUIREMENTS - (N-1 C)
<br />7. COORDINATE WATER (DOMESTIC AND FIRELINE) AND GAS METER LOCATIONS
<br />WITH CIVIL ENGINEER- FIELD VERIFY ALL LOCATIONS.
<br />8. FIELD COORDINATE TRANSFORMER PAD LOCATIONS WITH ELECTRICAL ENGINEER
<br />REFER TO ELECTRICAL & CIVIL DRAWINGS FOR GENERAL INFORMATION
<br />9. REFER TO A100 FOR SIDEWALK REQUIREMENTS
<br />10, THE CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE THE WORK
<br />AND PHASING OF WORK DESCRIBED HEREIN WITH THE CIVIL ENG NEERING
<br />AND LANDSCAPE PLANS ISSUED SEPARATELY BY:
<br />CIVIL; CDG ENGINEERS& ASSOCIATES, INC.
<br />LANDSCAPE: N I.C.
<br />11 CONNECTIONS TO UNDERGROUND UTILITY LINES AT 6 OUTSIDE
<br />THE BUILDING SHALL BE MADE BY THE BUILDING CONTRACTOR. CONTRACTOR TO
<br />PROVIDE SECONDARY RADEWAY AND CONDUCTOR FROM THE TRANSFORMER TO THE
<br />PANEL AT EACH BUILDING PANEL AND LANDLORD PANEL- COORDINATE WITH
<br />CIVIL UTILI TY DRAWINGS. FIELD COORDINATE AS NECESSARY.
<br />CONCRETENOTES:
<br />1. DESIGN LOADS AREAS SPECIFIED BY THE STRUCTURAL DRAWINGS,
<br />MASONRY NOTES:
<br />1. ALL MASONRY VENEER SHALL BE 100% SOLID MATERIAL AT CORBEL AND/OR
<br />REVEAL TRIM WORK PRESENT ALTERNATE SOLUTION(S) TO ARCHITECT FOR APPROVAL.
<br />WOOD NOTES:
<br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND PROVIDING REQUIRED
<br />BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND FIXTURES FIELD COORDINATE.
<br />THERMAL & MOISTURE PROTECTION NOTES:.
<br />1 . ALL FLASHING DETAILS ARE TO BE IN ACCORDANCE WITH SMACNA "ARCHITECTURAL.
<br />SHEET METAL MANUAL', MOST CURRENT EDITION PRESENT PROPOSED ALTERNATE
<br />TO ARCHITECT FOR APPROVAL-
<br />2 ALL GUTTERS, DOWNSPOUTS, GRAVEL STOPS, FASCIAS, FLASHING, LOUVERS, SCREENS,
<br />METAL STRUCTURES AND ANY ROOF PENETRATIONS ARE TO BE INSTALLED AND
<br />FABRICATED AS PER SMACNA STANDARDS OR IN ACCORDANCE WITH ROOFING
<br />MANUFACTURE'S RECOMMENDATIONS AS REQUIRED TO OBTAIN MANUFACTURE'S
<br />WARRANTIES REOUIRED BY THE SPECIFICATIONS. PRESENT PROPOSED ALTERNATE(S)
<br />TO ARCHITECT FOR APPROVAL.
<br />3. R-RATINGS FOR ASSEMBLIES ARE TO MEET OR EXCEED THE ENERGY EFFICIENCY
<br />REQUIREMENTS OF THE CURRENT ENERGY CODE OR TENANT REQUIREMENT,
<br />WHICHEVER IS GREATER.
<br />4. CONTRACTOR SHALL PROVIDE FLASHING FOR ALL WINDOWS, STOREFRONT AND
<br />DOOR JAMBS, SILLS & HEADS, SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL
<br />PRIOR TO START OF CONSTRUCTION.
<br />5 CAULK THE INTERIOR PERIMET ER AND SEAL THE EXTERIOR PERIMETER OF ALL
<br />DOORS. STOREFRONTS AND WINDOWS WITH APPROVED CAULKING AND SEALANT REFER
<br />TO SPECIFICATIONS FOR ACCEPTABLE MATERIALS
<br />6 ALL EXTERIOR DOORS ARE TO BE WEATHERSTRIPPED WITH THRESHOLDS SET IN
<br />CAULKING BED. PROVIDE RAIN GUARDS AT HEAD AS REQUIRED- SUBMIT SAMPLES TO ARCHITECT
<br />FOR APPROVAL PRIOR TO BEGINNING THE WORK
<br />7. GENERAL CONTRACTOR IS TO PROVIDE A THERMAL BARRIER BETWEEN THE ROOF DECK
<br />AND THE INSULATION. APPROPRIATE THERMAL BARRIER IS DICTATED IN THE FOAM
<br />PLASTICS INSULATION SECTION OF THE CURRENT BUILDING CODE, THERMAL
<br />BARRIER MAY BE OMITTED ONLY IF THE CONTRACTOR CAN PROVIDE TEST DATA WHICH STATES
<br />THAT THE INSULATION INTENDED FOR USE ON THIS PROJECT PASSES UL 1256 AND/OR FM 4450-
<br />GENERAL CONTRACTOR TO PROVIDE SILL FLASHING BY WINDOW WALL MANUFACTURER.
<br />FLASHING IS A REQUIRED INTEGRAL PART OF THE SPECIFIED WINDOW WALL SYSTEM.
<br />P, - GENERAL CONTRACTOR TO PROVIDE BITUMINOUS DAMPROOFING OVER ALL C.M.U. WHERE
<br />ARCHITECTURAL VENEER OR BRICK VENEER OCCURS.
<br />0- GENERAL CONTRACTOPTO PROVIDE BITUMINOUS MEMBRANE WATER PROOFING AT ALL AREAS
<br />WHERE INTERIOR FINISH GRADE IS BELOW EXTERIOR FINISH GRADE.
<br />SEAL ALL PENETRATIONS AT EXTERIOR WALLS TO INSURE WEATHER TIGHTNESS.
<br />DOORNOTES
<br />I . HOLLOW METAL DOOR FRAMES LOCATED IN EXTERIOR BLOCK WALLS SHALL BE FILLED
<br />WITH GROUT.
<br />2. EXTERIOR AND INTERIOR PASSAGE DOORS WHERE OPERABLE HARDWARE IS PROVIDED
<br />SHALL BE EQUIPPED WITH HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING
<br />HARDWARE DEVICES HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES
<br />NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR ANY WRIST -TWISTING MOTION
<br />TO OPERATE.
<br />3. TO AID BLIND, VISUALLY IMPAIRED PERSONS OR PERSONS WITH LOW VISION CAPABILITIES,
<br />DOORS LEADING TO LOADING DOCKS OR PLATFORMS, BOILER ROOMS, STAGES, ELECTRICAL
<br />EQUIPMENT ROOMS, ETC- SHALL BE MADE READILY IDENTIFIABLE TO THE TOUGH BY A
<br />TEXTURED SURFACE ON THE DOOR HANDLE, KNOB, PULL OR OTHER OPERATING HARDWARE.
<br />PROVIDE ALL REQUIRED ADA COMPLIANT SIGNAGE AT AREAS LISTED ABOVE.
<br />FINISH NOTES:
<br />I. CLEAN AND PRIME ALL SURFACES PRIOR TO PAINTING IN ACCORDANCE WITH PAINTING
<br />MANUFACTURER'S RECOMMENDATIONS. PAINT ALL SIX SURFACES OF DOORS AS WELL
<br />2. METAL ACCESS PANELS AND ELECTRICAL PANEL LOUVERS SHALL NOT BE PAINTED
<br />WITH LATEX PAINT. PAINT PANELS WITH OIL BASED GLOSS ENAMELS MATCHING
<br />MANUFACTURER'S RECOMMENDATIONS-
<br />3, METAL STUD GAUGES (SEE DRAWINGS) AND BRACING REQUIREMENTS FOR INTERIOR
<br />PARTITIONS SHALL BE AS RECOMMENDED AND/OR REQUIRED BY THE STUD MANUFACTURER
<br />(AND ALL APPLICABLE CODES) FOR EACH SPECIFIC CONDITION UNLESS OTHERWISE NOTED.
<br />4. PROVIDE DRAFT STOPPING IN CANOPIES AT INTERVALS NOT TO EXCEED 3,0o0 SF
<br />9 HORIZ. AREA) AND WHERE SPECIFICALLY CALLED FOR ON DRAWINGS DRAFT STOPPING
<br />HALL BE V2" GYP. RD. ON ONE SIDE OF LIGHT GAUGE METAL FRAMING.
<br />PLUMBING NOTES:
<br />I TOILETS SHALL BE HANDICAP ACCESSIBLE AS REQUIRED BY APPLICABLE LAWS.
<br />CODES AND STATUTES- REFER TO TI DRAWINGS FOR EACH TENANT.
<br />Z THE ENTIRE STRUCTURE SHALL BE SPRINKLERED (WHEN REQUIRED) IN ACCORDANCE
<br />WITH TENANT SPECIFIC REQUIREMENTS AND WITH APPLICABLE CODES.
<br />FIRE DEPT NOTES:
<br />1. EVERY BUILDING HEREAFTER CONSTRUCTED SHALL BE ACCESSIBLE TO FIRE DEPARTMENT
<br />APPARATUS BY WAY OF ACCESS ROADWAYS WITH ALL-WEATHER DRIVING SURFACE
<br />OF NOT LESS THAN 20 FT. OF UNOBSTRUCTED WIDTH, WITH ADEQUATE ROADWAY TURNING
<br />RADIUS CAPABLE OF SUPPORTING THE IMPOSED LOADS OF FIRE APPARATUS AND
<br />HAVING A MINIMUM VERTICAL CLEARANCE OF 13 FT. 6 IN,
<br />2. WHERE EXIT LIGHTS, SIGNS OR THE EXITS THEMSELVES ARE NOT VISIBLE FROM
<br />THE EXIT APPROACH, DIRECTIONAL SIGNS INDICATING THE WAY OF EGRESS SHALL BE
<br />PROVIDED. COORDINATE LEVEL OF SIGNAGE WITH CIVIL DRAWINGS
<br />3 AS REQUIRED, SEPARATE OR EMERGENCY SOURCE OF ILLUMINATION SHALL BE PROVIDED
<br />IN THE FOLLOWING OCCUPANCIES:
<br />a) WINDOWLESS BUILDINGS
<br />b) INTERIOR EGRESS CORRIDORS WITH NO NATURAL ILLUMINATION
<br />c) OCCUPANT CAPACITIES EXCEEDING 150 PERSONS,
<br />APPLICABLE CODE
<br />5th ADDITION FLORIDA BUILDING CODE 2014
<br />5th ADDITION FLORIDA PLUMBING CODE 2014
<br />5th ADDITION FLORIDA MECHANICAL CODE 2014
<br />ELECTRICAL CODE :2011 NATIONAL ELECTRICAL CODE
<br />5th ADDITION FLORIDA EXISTING BUILDING CODE 2014
<br />5th ADDITION FLORIDA ENERGY CONSERVATION CODE 2014
<br />5th ADDITION FLORIDA FUEL GAS CODE 2014
<br />BUILDING INFORMATION.
<br />TOTAL LEASED AREA 1,620 SQ. FT.
<br />TOTAL RETAIL AREA 803 SQ. FT.
<br />USE GROUP: M
<br />IBC SECTION 303.1
<br />CONSTRUCTION TYPE: 2-B, PROTECTED
<br />IBC SECTION 602.5
<br />ALLOWABLE AREA: 6,000 SQ. FT.
<br />IBC TABLE 503
<br />ACTUAL AREA: 1,620 SQ. FT.
<br />FIRE PROTECTION: NOT REQUIRED, NOT PROVIDED
<br />IBC SECTION 903.2,1.2
<br />FIRE ALARM: NOT REQUIRED, NOT PROVIDED
<br />IBC SECTION 907.2.1
<br />OCCUPANCY:
<br />IBC TABLE 1004.1.1
<br />AREA SQ. FT.
<br />SF/OCC
<br />OCC. LOAD
<br />SALES FLOOR 803
<br />60
<br />14
<br />STORAGE/B.O.H. 817
<br />300
<br />3.......
<br />17
<br />EGRESS:
<br />REQ'D PROVIDED
<br />EGRESSWIDTH- DOORS
<br />82 x 0.2" = 16.4" 114''
<br />IBC SECTION 1005
<br />NUMBER OF EXITS:
<br />2 2
<br />IBC SECTION 1015
<br />EXIT ACCESS TRAVEL DIST. 'M'USE = 200'-0" IBC TABLE 1016.1
<br />COMMON PATH OF TRAVEL 'M'USE = 75'-0" IBC SECTION 1014.3
<br />PLUMBING FIXTURES: IBC TABLE 2902.1
<br />FIXTURE RATIO (M/F) REQ'D PROVIDED
<br />WC 1:500/1:500 1/1 1/1
<br />UR --- 0 1
<br />LAV 1:750 1/1 1/1
<br />0 EMobile 0
<br />AT
<br />GALL BLVD & DAUGHTERY RD
<br />SAP # 511 D
<br />7333 GALL BLVD, SUITE #7335
<br />ZEPHYRHILLS, FL 33541
<br />VICINITY MAP
<br />NOTES
<br />SALES FLOOR
<br />- SEE DESIGN DRAWINGS FOR SPECIFICS
<br />0 NETWORKING (ONLY HALF OF THE REQUIRED RUNS)
<br />0 FAX LINE RAN TO SC PRT FROM NETWORK WALL
<br />0 ELECTRICAL EXACTLY AS INDICATED
<br />0 LIGHTING EXACTLY AS INDICATED
<br />0 CEILING GRID AND TILES AS INDICATED
<br />0 FIXTURES TO BE INSTALLED BY GC OR TRIAD WILL DISCUSS)
<br />0 FLOORING EXACTLY AS INDICATED (TO BE ORDERED BY GP MOBILE, -
<br />GC TO PROVIDE REQUIRED QUANTITIES AND REQUESTED DELIVERY
<br />DATE)
<br />0 FINISHES EXACTLY AS INDICATED
<br />BACK OF HOUSE
<br />- REMOVE / BUILD WALLS AS NEEDED
<br />- COMMERCIAL GRADE VINYL FLOORING (IF NEEDED)
<br />- DUPLEX RECEPTACLE ON EACH WALL IN EVERY ROOM AND HALLWAY
<br />I X DUPLEX RJ45 JACK (CAT5E CABLE) IN EACH ROOM
<br />-WALL PAINT (SAME AS SALES FLOOR)
<br />-VINYL BASEBOARDS
<br />- FLUORESCENT LIGHT FIXTURES (IF NEEDED)
<br />- STEEL EXIT DOOR SECURITY BARS INSTALLED ON OUTSIDE BACK DOOR
<br />(LIKE THIS ONE
<br />HTTPS-/NVNW.DOORWARE.COM/SITE/PRODUCT.CFM?ID=181024)
<br />- ALL INSIDE DOORS AND FRAMES PAINTED WHITE (GLOSSY PAINT)
<br />NETWORKING
<br />- NETWORK WALL (4'X 4- PLYWOOD MOUNTED ON WALL NEAR
<br />ELECTRICAL PANEL)
<br />- 2 X FOURPLEX RECEPTACLES INSTALLED ON NETWORK WALL
<br />- SU WALL MOUNTED OPEN RACK INSTALLED ON NETWORK WALL
<br />0 INSTALL NETGEAR PROSAFE JGS524NA 24-PORT GIGABIT RACKMOUNT
<br />SWITCH 10/100/1000 MBPS (JGS524NA) MOUNTED IN THE RACK
<br />0 ETHERNET PATCH PANEL MOUNTED IN THE RACK
<br />- CAMERA SYSTEM
<br />0 INSTALL 8 CAMERAS (PROVIDED BY GP MOBILE)
<br />0 RUN BNC W/ POWER CABLES FROM CAMERA TO NETWORK WALL
<br />(PROVIDED BY GP MOBILE)
<br />TURNOVER
<br />- PERFORM SERVICE ON HVAC SYSTEM
<br />0 CLEANING
<br />0 FILTERS
<br />0 CHANGE THERMOSTAT(S) (PROVIDED BY GP MOBILE)
<br />- CLEAN STORE
<br />0 WASH FLOORS
<br />0 CLEAN FIXTURES
<br />0 CLEAN RESTROOMS
<br />0 CLEAN WINDOWS
<br />ADDITIONAL CONTRACTORS (THAT WILL BE ON SITE DURING PROJECT)
<br />-ALARM SYSTEM (ADT OR PRECISION 1)
<br />- ROLL DOWN GATES (QMI)
<br />- INVENTORY SAFE (BLUE DOT)
<br />- SIGNS (MC SIGNS)
<br />- SHOPPER TRAK (SHOPPER I RAK)
<br />- INTERNET SERVICE PROVIDER
<br />KEY PLAN
<br />ADDRESS -. 7333 GALL
<br />BLVD QITEo73f;
<br />I
<br />ZEPHYRHILLS, FL.'
<br />PROJECT
<br />LOCATION
<br />PROJECT TEAM
<br />PROJECT OWNER I ARCHITECT
<br />Company: XXX Company: XXX
<br />Address : XXX Address : XXX
<br />City, State Zip XXXX City, State Zip XXXX
<br />P: XXX P: XXX
<br />F: F:
<br />Contact: XXX Contact: XXX
<br />STRUCTURAL CONTRACTOR
<br />pany: XXX Company: T.B.D.
<br />Addres xxx Address: XXX
<br />City,
<br />ity, State Zi xxx City, State Zip XXXX
<br />P: XXX P: XXX
<br />F: F
<br />Contact: XX Contact: XXX
<br />ALL WORK SHALL COMPLY WITH
<br />PREVAILING CODES
<br />IORIDA BUILDING CODE,
<br />I%ATIONAL ELEC-RIC CODE, AND
<br />CITY OF ZEPHYRHILLS ORIDINANC98
<br />MEP I CIVIL ENGINEER
<br />Company: XXX \COM a Address: XXX dd r e�s , n YX" XXX
<br />XXX
<br />City, State Zip XXXX CiNState Zip XXXX
<br />P: XXX P:
<br />F: F:
<br />Contact: XXX Contact:
<br />N3NIVYVX3 INIVId
<br />qAHcl3Z �o Ailo
<br />� DRAWING INDEX
<br />A100
<br />COVER SHEET
<br />Al 01
<br />FIXTURE PLAN
<br />Alli
<br />FINISH PLAN
<br />All 21
<br />REFLECTED CEILING PLAN
<br />A201
<br />INTERIOR ELEVATIONS
<br />A501
<br />DETAILS
<br />A601
<br />SCHEDULES
<br />El 01
<br />ELECTRICAL GUIDELINES PLAN
<br />E501
<br />FIXTURE FEED WIRING DETAILS
<br />E511
<br />FIXTURE FEED WIRING DETAILS
<br />E512
<br />LIGHTING PLAN
<br />r_7
<br />GC SCOPE OF WORK:
<br />SCOPE OF WORK INCLUDES THE FOLLOWING:
<br />• GC TO REPLACE ANY EXISTING FLOOR MATERIAL AS SHOWN ON
<br />PLANS
<br />• GC TO REMOVE EXISTING WALL PAINT AND RE -PAINT AS SHOWN
<br />ON PLANS.
<br />• GC TO INSTALL ALL DISPLAY FIXTURES AS SHOWN ON FIXTURE
<br />PLAN.
<br />• GC TO REPLACE GRIDS AND CEILING TILES AS SHOWN.
<br />• GC TO COORDINATE WITH CITY INSPECTOR REGARDING ANY
<br />ADDITIONAL WORK NEEDED TO MEET CITY/LOCAL CODE
<br />REQUIREMENTS.
<br />Proiect Owner:
<br />Consultant:
<br />rhaarclaitect
<br />Architect + Master Planner
<br />16043 Barbarossa Drive
<br />Houston, Texas 77083
<br />E-mail: RHAcirchitectsOoolkcom
<br />WebsIte: rhc3rris@rhaorchitects.net
<br />PNt 01 6E��
<br />94�w gzp� I 1 11 0144
<br />C.11: (832) 545-6319 BussIness: (281) 564-7300 F (M) 564-7301
<br />- florida - arkansas - oklahoma -
<br />texas - louislana - georgia - mississippi
<br />Copyright Protected 2017
<br />Project Address:
<br />SAP # 511 D
<br />7333 GALL BLVD SITE:7335
<br />ZEPHYRHILLS, FL 33541
<br />No.l Date
<br />Description
<br />Sheet Title:
<br />COVER SHEET Ill
<br />\AN
<br />O
<br />G� PN��
<br />,vw
<br />DRAWN BY: A
<br />DWG. DATE: 01-19-17 1 cu OX
<br />REVIEWED BY- AM / AM
<br />PROJECT NUMBER TMO 550
<br />TEMPLATE TYPE XX
<br />SHEET:
<br />A100
<br />
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