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GENERAL NOTES
<br />1. THESE DWGS ARE THE PROPERTY OF GLOBAL CONSULTING ENGINEERS, INC.
<br />AND SHALL NOT BE USED, REPRODUCED, OR ALTERED IN
<br />ANY WAY WITHOUT THE PRIOR EXPRESSED WRITTEN CONSENT.
<br />ANY CHANGES, DELETIONS OR ADDITIONS TO THESE DRAWINGS WITHOUT
<br />CONSENT IS STRICTLY PROHIBITED.
<br />2. ANY AND ALL ITEMS REQUIRED TO FURNISH A COMPLETE CONSTRUCTION,
<br />BUT NOT SPECIFICALLY SHOWN OR SPECIFIED ON THE DRAWINGS SHALL BE
<br />FURNISHED AND INSTALLED IN CONFORMANCE TO THE FLORIDA BUILDING
<br />CODE AND LOCAL ORDINANCES AND IN GOOD WORKMANLIKE MANNER.
<br />3. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF
<br />CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL
<br />ALL ITEMS REQUIRED TO COMPLETE THE WORK.
<br />4. THE ENGINEER IS NOT RESPONSIBLE FOR THE EXISTING BUILDING, BUILDING
<br />UTILITIES OR WORK NOT SPECIFICALLY SHOWN OR SPECIFIED ON THESE DRAWINGS.
<br />5. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED BUILDING PERMITS, INSURANCES,
<br />LICENSES, TAXES, ETC. REQUIRED TO PERFORM THE WORK OUTLINED IN
<br />THE DRAWINGS.
<br />6. THE CONTRACTOR SHALL COORDINATE AND SUPERVISE ALL THE WORK
<br />PERFORMED BY HIS FORCES AND BY SUBCONTRACTORS. THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR COORDINATION AND VERIFICATION WITH OTHER
<br />TRADES TO ASSURE COMPLIANCE WITH THE APPROVED DRAWINGS.
<br />7. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL,
<br />PLUMBING AND ELECTRICAL EQUIPMENT PRIOR TO COMMENCING THE WORK.
<br />8. THE CONTRACTOR SHALL COORDINATE ALL PARKING, STORAGE, TRASH REMOVAL,
<br />ETC. WITH THE OWNER OR BUILDING MANAGER.
<br />9. ABBREVIATIONS NOTED IN THE DRAWINGS OR SPECIFICATIONS ARE THOSE
<br />COMMONLY USED. THE ENGINEER WILL DEFINE ANY ABBREVIATION QUESTIONED
<br />UPON REQUEST.
<br />10. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS,
<br />LIGHTING, COVERING, BRACING, SHORING, FIRE PREVENTION AND OTHER
<br />EQUIPMENT NECESSARY TO PROTECT THE SAFETY AND SECURITY OF ALL
<br />PERSONS AND THE PROPERTY THROUGHOUT THE ENTIRE PERIOD OF CONSTRUCTION.
<br />11. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING FINISHES AND/OR
<br />ANY ITEMS DAMAGED DURING CONSTRUCTION TO MATCH THE ADJACENT EXISTING.
<br />12. THE PLANS ARE NOT TO BE SCALED. THE PLANS AND DIAGRAMS SHOW RELATIVE
<br />LOCATIONS AND ACTUAL EXISTING LOCATIONS MAY VARY IN THE FIELD.
<br />13. THE CONTRACTOR SHALL REVIEW EXISTING BUILDING SYSTEMS AND UTILITIES AS
<br />TO THEIR COMPLIANCE WITH THE FLORIDA BUILDING CODE AND OTHER
<br />APPLICABLE CODES AND NOTIFY THE ENGINEER OF ANY NON -CONFORMING
<br />ITEMS FOUND.
<br />14. SECTIONS AND DETAILS SHOWN TYPICAL ON THE PLANS MAY NOT BE SPECIFICALLY
<br />NOTED AT EACH APPLICABLE LOCATION. HOWEVER, THESE DETAILS MAY BE
<br />APPLICABLE OR MAY BE REQUIRED IN MORE THAN ONE LOCATION.
<br />15. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION SCHEDULES, PLANNED
<br />POWER OUTGOS, NIGHTTIME WORK, WEEKEND WORK AND WORK IN OTHER
<br />ADJACENT TENANT SPACES WITH THE OWNER PRIOR TO PERFORMING THE WORK.
<br />16. THE CONTRACTOR SHALL SUPPLY THE OWNER WITH ALL EQUIPMENT
<br />MANUALS AND WARRANTIES.
<br />17. THE CONTRACTOR SHALL GUARANTEE IN WRITING ALL MATERIALS AND LABOR FOR
<br />A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER
<br />AND WILL AT HIS OWN COST REPAIR OR REPLACE ALL WORK OR DAMAGES CAUSED
<br />BY THE WORK WHICH BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTEE.
<br />AND OTHER SPECIFIC REQUIREMENTS MAY BE MODIFIED OR EXTENDED BY THE
<br />OWNER/CONTRACTOR AGREEMENT.
<br />18. WHERE DISSIMILAR METALS COME IN CONTACT, THE CONTRACTOR SHALL PROVIDE
<br />PROPER INSULATION TO PREVENT GALVANIC OR ELECTROLYTIC ACTION
<br />AS WELL AS VIBRATION OR NOISE TRANSMISSION.
<br />19. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A SET OF AS BUILT DRAWINGS
<br />INDICATING ALL FILED CHANGES, ADDITIONS OR DELETIONS MADE DURING
<br />CONSTRUCTION.
<br />20. ALL DEMOLITION SHALL BE COORDINATED WITH THE OWNER PRIOR TO
<br />PERFORMING THE WORK.
<br />21. ALL NEW MATERIALS/EQUIPMENT SHALL HAVE U.L. (UNDERWRITER'S
<br />LABORATORY) APPROVED LABELS AS ACCEPTED BY LOCAL AUTHORITY.
<br />22. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH THE UTILITY
<br />COMPANIES TO ASSURE THAT IT COMPLIES WITH THEIR REQUIREMENTS.
<br />23. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH ALL
<br />NATIONAL, STATE, AND LOCAL CODES HAVING JURISDICTION AND WITH ALL
<br />REQUIREMENTS OF THE UTILITY COMPANIES WHOSE SERVICES SHALL BE USED.
<br />24. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND
<br />SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED OR
<br />DEVIATIONS FROM THE APPROVED PLANS REQUIRED BEFORE PROCEEDING WITH
<br />THE WORK INVOLVED. COMMENCEMENT OF THE WORK SHALL CONSTITUTE
<br />ACCEPTANCE OF EXISTING CONDITIONS.
<br />25. IF DOUBT EXISTS IN THE MIND OF THE BIDDER AS TO THE TRUE MEANING OF
<br />ANY PART OF THESE CONSTRUCTION DRAWINGS, BIDDER MUST REQUEST THE
<br />INFORMATION IN WRITING FROM THE ENGINEER IMMEDIATELY.
<br />26. ALL SHOP DRAWINGS SHALL BE SUBMITTED W/ CONTRACTOR'S REVIEW STAMP
<br />TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALLOW 10 BUSINESS
<br />DAYS FOR REVIEW.
<br />27. ANY SUBSTITUTIONS MUST BE REVIEWED AND APPROVED IN WRITTING BY THE
<br />ENGINEER PRIOR TO FABRICATION OR PURCHASING.
<br />28. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED
<br />29. ALL MATERIALS SHALL HAVE A MINIMUM CLASS "C" FLAME SPREAD RATING.
<br />30. PROVIDE ONE TYPE ABC RATED FIRE EXTINGUISHER PER EVERY 3000 S.F.
<br />OR FRACTION THEREOF OF BUILDING AREA. (PROVIDE 2 MIN.)
<br />31. ALL NEW WALLS SHALL RECEIVE ONE COAT OF PRIMER PRIOR TO RECEIVING
<br />TWO COATS OF INTERIOR LATEX PAINT. COLOR AS SELECTED BY OWNER.
<br />32. CONTRACTOR SHALL COORDINATE ALL NEW CABINETRY, MILLWORK, EQUIPMENT,
<br />AND FINISHES WITH OWNER.
<br />33. ALL NEW DRYWALL SHALL BE SMOOTH FINISH UNLESS OTHERWISE NOTED.
<br />34. ALL DOOR AND WINDOW FRAMES SHALL BE CAULKED AROUND ENTIRE PERIMETER.
<br />35. PROVIDE 2 X 4 BLOCKING AT PERIMETER OF ALL DOOR AND WINDOW OPENINGS.
<br />36. IT IS NOT WARRANTED THAT THE EXISTING CONDITIONS SHOWN ARE
<br />REPRESENTATIVE OF ACTUAL EXISTING CONDITIONS. ENGINEER ASSUMES NO
<br />RESPONSIBILITY FOR EXISTING CONDITIONS WHICH ARE SHOWN ONLY FOR
<br />REFERENCE. CONTRACTOR TO VERIFY ALL CONDITIONS, MEASUREMENTS, &
<br />ELEVATIONS BEFORE START OF CONSTRUCTION OR FABRICATION. INFORM
<br />ENGINEER IN WRITING OF ANY DISCREPANCIES.
<br />37. UNLESS OTHERWISE NOTED, DIMENSIONS ARE GIVEN TO FACE OF
<br />STUD & FACE OF CMU, TYPICALLY.
<br />38. WHERE NEW CONSTRUCTION ABUTS EXIST. CONSTRUCTION THAT IS
<br />TO REMAIN, ALL ADJACENT MATERIALS & FINISHES SHALL BE
<br />REPAIRED & REFINISHED TO LIKE NEW FINISH.
<br />39. WHERE EXISTING CEILING, WALLS & FLOORS HAVE BEEN DAMAGED
<br />DUE TO DEMOLITION & NEW CONSTRUCTION UNDER THIS CONTRACT,
<br />CONTR. SHALL REPAIR & REFINISH AS REQ'D. TO LIKE NEW FINISH.
<br />40. EXISTING CONDITIONS SHALL BE FIELD MEASURED/VERIFIED
<br />PRIOR TO CONSTRUCTION.
<br />41. CONTRACTOR SHALL ERECT DUST/SECURITY BARRIERS AS REQ'D
<br />FOR DURATION OF CONTRACT. BARRIERS SHALL CONSIST OF 2x4
<br />CONSTRUCTION W/ \" OSB OR PLYWD ONE SIDE FOR SECURITY
<br />PURPOSES & VISQUEEN ON CONSTRUCTION SIDE FOR DUST
<br />CONTROL. EXTEND DUST/ SECURITY WALL FROM FLOOR TO EXIST
<br />GWB CLG, TYPICALLY.
<br />42. FIELD VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND WHENEVER
<br />POSSIBLE.
<br />43. TERMITE TREAT FOR SUBTERRANEAN TERMITES BENEATH FLOOR SLABS
<br />ON GRADE FILL AND ALONG EXTERIOR OF ALL FOUNDATION WALLS.
<br />44. ASSUMED SOIL BRG. PRESSURE IS 1500 PSF.
<br />45. PROPORTIONING OF REINFORCED CONCRETE MEMBERS & THEIR STEEL
<br />REINFORCING ARE BASED ON AN ULTIMATE STRENGTH DESIGN IN
<br />ACCORDANCE W/ "BUILDING CODE REQUIREMENTS FOR REINFORCED
<br />CONCRETE", ACI 318-83.
<br />46. ALL CONCRETE SHALL BE CLASSIFIED AS NORMAL WEIGHT W/ A UNIT WT.
<br />OF 145 PCF AND 3,000 PSI.
<br />47. ALL REINFORCING SHALL COMPLY WITH ASTM 615 GRADE 60, DEFORMRD.
<br />48. UNLESS NOTED, LAP ALL HORIZONTAL BARS 30 DIAMETERS AND ALL
<br />VERTICAL BARS 24 DIAMETERS.
<br />49• HORIZONTAL REINFORCEMENT IN FOOTINGS, TURNDOWN SLABS & WALLS
<br />SHALL BE CONTINUOUS AROUND CORNERS.
<br />50. CONTRACTOR TO PROVIDE ALL NECESSARY BRACING AND SHORING
<br />DURING CONSTRUCTION.
<br />51. MASONRY CONCRETE UNITS SHALL BE 8" CMU.
<br />52. LUMBER SHALL COMPLY WITH PS 20 SOFTWOOD LUMBER STANDARDS. ALL
<br />LUMBER SHALL BE S4S SEASONED LUMBER WITH 19% MOISTURE
<br />CONTENT.
<br />53. STRUCTURAL LUMBER SHALL BE NO. 2 YELLOW PINE, Fb= 1200 PSI.
<br />54. CONSTRUCTION PANELS SHALL COMPLY WITH AMERICAN PLYWOOD
<br />ASSOCIATION AND MARKED WITH APA STAMP.
<br />55. GYPSUM WALL BOARD SHALL COMPLY TO ASTM 36, 1 /2" THICK WITH
<br />TAPERED EDGES. GENERAL CONTRACTOR SHALL SELECT GYPSUM WALL
<br />FINISH.
<br />56. ROOF ASSEMBLY SHALL COMPLY WITH FLORIDA BUILDING CODE
<br />SECTION 104.2.1.1. ROOF ASSEMBLY TO BE DESIGNED & PERMITTED BY
<br />TRUSS MANUFACTURER.
<br />57. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY
<br />SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR USE. OR, ALL PROPERTY
<br />MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO
<br />MARKER TO VERIFY REQUIRED SETBACKS.
<br />58. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION IN
<br />ACCORDANCE WITH 2O17 FLORIDA BUILDING CODE (6TH ADDITION).
<br />59• CONTRACTOR TO VERIFY STRUCTURAL INTEGRITY OF EXIST. WALLS, BEAMS,
<br />COLUMNS, ETC. BEFORE REMOVAL OR DEMOLISHING. AN INSPECTION BY A
<br />STRUCTURAL ENGINEER MAYBE REQUIRED BEFORE COMMENCEMENT OF
<br />CONSTRUCTION.
<br />60. ALL EXISTING STRUCTURAL MEMBERS SUCH AS WALLS, BEAMS, COLUMNS,
<br />ROOF, FOUNDATION, ETC. TO BE VERIFIED BY STRUCTURAL ENGINEER PRIOR
<br />TO CONSTRUCTION.
<br />SOIL TREATMENT FOR TERMITES
<br />1. A PERMANENT SIGN WHICH IDENTIFIES THE TREATMENT PROVIDER & NEED
<br />FOR RE -INSPECTION & TREATMENT CONTRACT RENEWAL SHALL BE
<br />PROVIDED. SIGN SHALL BE POSTED NEAR WATER HEATER, OR ELECTRICAL
<br />PANEL.
<br />2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0"
<br />AWAY FROM THE BUILDING SIDE WALLS.
<br />3. IRRIGATION/ SPRINKLER SYSTEM INCLUDING ALL RISERS 8c SPRAY HEADS
<br />SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALLS.
<br />4. TO PROVIDE FOR INSPECTION OF TERMITE INFESTATION, SEPARATION
<br />BETWEEN WALL COVERING 8c FINAL EARTH GRADE SHALL NOT BE LESS
<br />THAN 6 INCHES. EXCEPTION: PAINT OR CEMENTITIOUS FINISH < THAN 5/8"
<br />THICK APPLIED DIRECTLY TO FOUNDATION WALL
<br />5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND
<br />BACKFILL IS COMPLETE.
<br />6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE TREATED
<br />INCLUDING SPACED BOXED OR FORMED.
<br />7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF
<br />TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS.
<br />PERMANENT FORMS MUST BE OF A SIZE 8c DEPTH THAT WILL ELIMINATE
<br />THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.
<br />8. A 10-MIL. MINIMUM VAPOR RETARDER MUST BE INSTALLED TO PROTECT
<br />AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR
<br />RETARDER PLACEMENT, RETREATMENT IS REQUIRED.
<br />9. CONCRETE OVERPOUR & MORTAR ALONG FOUNDATION PERIMETER MUST
<br />BE REMOVED BEFORE EXTERIOR TREATMENT.
<br />10. APPLY SOIL TREATMENT UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 1'-0" OF STRUCTURE SIDEWALLS.
<br />11- AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER
<br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING 8c IRRIGATION. ANY
<br />SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE
<br />RETREATED.
<br />12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.
<br />13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO BUILDING
<br />DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A 0.0. WILL
<br />BE ISSUED. CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS
<br />RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
<br />SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE
<br />RULES & LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE &
<br />CONSUMER SERVICES."
<br />14- AFTER WORK IS COMPLETED, LOOSE WOOD & FILL MUST BE REMOVED
<br />FROM BELOW & WITHIN 1'-0" OF BUILDING. INCLUDING ALL GRADE STAKES,
<br />TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING
<br />MATERIAL.
<br />15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE
<br />BURIED WITHIN '5'-0" OF ANY BUILDING OR PROPOSED BUILDING.
<br />PROPOSED INTERIOR BUILD -OUT AT:
<br />5915 Gall Blvd,
<br />Zephyrhills, FL 33542
<br />OWNER NAME: ZEPHYR LLC
<br />OWNER ADDRESS: 7162 READING RD STE 730
<br />CINCINNATI, OH 45237-3845
<br />PROFESSIONAL SERVICES BY: GLOBAL CONSULTING ENGINEERS, INC.
<br />Dead Jot
<br />sullo o GasStation0 ul G x gaIV 1P
<br />Rd 0,
<br />Rd North Ave
<br />North Ave
<br />0,
<br />' K & K Glass, I
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<br />Pet Supplies IVI rion Smith Florist
<br />Pius Z phyrhills Delivery
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<br />Sl ell's Killer Bakery
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<br />ALL WORK SHALL COMPLY WITH PREVAILING
<br />CODES FLORIDA BUILDING CODE,
<br />NATIONAL ELECTRIC CODE,
<br />DRAWING ABBREVIATIONS
<br />AND THE CITY OF ZEPHYRHILLS
<br />A.B.
<br />ANCHOR BOLT
<br />DET.
<br />DETAIL
<br />GYP.
<br />GYPSUM
<br />PSI
<br />PER SQUARE INCH
<br />ORDINANCES
<br />A. C.
<br />AIR CONDITIONING
<br />DIA.
<br />DIAMETER
<br />HGT.
<br />HEIGHT
<br />REF.
<br />REFERENCE
<br />ACOUST.
<br />ACOUSTICAL
<br />DIM.
<br />DIMENSION
<br />HDWE.
<br />HARDWARE
<br />REINF.
<br />REINFORCED
<br />ADD'N.
<br />ADDITION
<br />DN.
<br />DOWN
<br />HM.
<br />HOLLOW METAL
<br />R/C
<br />REINFORCED CONCRETE
<br />ADMIN.
<br />ADMINISTRATION
<br />DRYW
<br />DRYWALL
<br />INFO
<br />INFORMATION
<br />A.F.F.
<br />ABOVE FINISHED FLOOR
<br />DS.
<br />DOWNSPOUT
<br />INSUL.
<br />INSULATION
<br />RM.
<br />ROOM
<br />DWGS.
<br />DRAWINGS
<br />JT.
<br />JOINT
<br />SCHED.
<br />SCHEDULE
<br />ALT.
<br />ALTERNATE
<br />EA.
<br />EACH
<br />LAM.
<br />LAMINATED
<br />SC.
<br />SOLID CORE
<br />n(�
<br />ALUM.
<br />ALUMINUM
<br />EIFS
<br />EXTERIOR INSULATING
<br />LAV.
<br />LAVATORY
<br />SECT.
<br />SECTION(S)
<br />i"11 /i
<br />ANCH.
<br />ANCHOR
<br />FINISH SYSTEM
<br />MACH.
<br />MACHINE
<br />SH.
<br />SHEET
<br />*AV`)A "Ti:
<br />ACT.
<br />ACOUSTICAL CEILING TILE
<br />ELECT.
<br />ELECTRICAL
<br />MANUF.
<br />MANUFACTURER
<br />SIM.
<br />SIMILAR
<br />tX1;°V--s ZCMYINrHIL
<br />ELEV.
<br />ELEVATION
<br />MATL.
<br />MATERIAL
<br />SS.
<br />STAINLESS STEEL
<br />o11 AWV,,; OMCIAL
<br />®
<br />AT
<br />EQ.
<br />EQUAL
<br />MAX.
<br />MAXIMUM
<br />STL.
<br />STEEL
<br />BLK.
<br />BLOCK
<br />EWC.
<br />ELECTRIC WATER COOLER
<br />MECH.
<br />MECHANICAL
<br />STD.
<br />STANDARD
<br />BD.
<br />BOARD
<br />MIN.
<br />MINIMUM
<br />STRUCT.
<br />STRUCTURAL
<br />BM.
<br />BEAM
<br />EXIST,
<br />EXISTING
<br />M.O.
<br />MASONRY OPENING
<br />TELE.
<br />TELEPHONE
<br />BOTT.
<br />BOTTOM
<br />EXT.
<br />EXTERIOR
<br />M.R.
<br />MOISTURE RESISTANT
<br />TH.
<br />THICK(ENED)
<br />BRG.
<br />BEARING
<br />EXP.
<br />EXPANSION
<br />MET.
<br />METAL
<br />TYP.
<br />TYPICAL
<br />B.U.R.
<br />BUILT UP ROOF
<br />F&I
<br />FURNISH AND INSTALL
<br />NIC.
<br />NOT IN CONTRACT
<br />T.O.W.
<br />TOP OF WALL
<br />C.J.
<br />CONTROL JOINT
<br />FIBERGL.
<br />FIBERGLASS
<br />NO.
<br />NUMBER
<br />T.O.S.
<br />TOP OF STEEL
<br />CLG.
<br />CEILING
<br />F.D.
<br />FLOOR DRAIN
<br />NTS.
<br />NOT TO SCALE
<br />UL
<br />UNDERWRITERS
<br />CLR.
<br />CLEAR
<br />F.E.
<br />FIRE EXTING.
<br />O.C.
<br />ON CENTER
<br />LABORATORIES
<br />CMU.
<br />CONCRETE MASONRY UNIT
<br />FIN.
<br />FINISH
<br />O.D.
<br />OUTSIDE DIAMETER
<br />UNO
<br />UNLESS NOTED
<br />FLASH'G.
<br />FLASHING
<br />OFF.
<br />OFFICE
<br />OTHERWISE
<br />COL.
<br />COLUMN
<br />FL.
<br />FLOOR
<br />OPG.
<br />OPENING
<br />VCT
<br />VINYL COMPOSITION
<br />CONC.
<br />CONCRETE
<br />FTG.
<br />FOOTING
<br />OPP.
<br />OPPOSITE
<br />TILE
<br />CONT.
<br />CONTINUOUS
<br />FURN.
<br />FURNISH
<br />PART.
<br />PARTITION
<br />VERT.
<br />VERTICAL
<br />CONSTR.
<br />CONSTRUCTION
<br />GA.
<br />GAUGE
<br />PAV'T.
<br />PAVEMENT
<br />W/
<br />WITH
<br />C.T.
<br />CERAMIC TILE
<br />GALV.
<br />GALVANIZED
<br />P.T.
<br />PRESSURE TREATED
<br />W.W.F.
<br />WELDED WIRE FABRIC
<br />COORD.
<br />COORDINATE
<br />GWB
<br />GYPSUM WALL BOARD
<br />PTD.
<br />PAINTED CHLORIDE
<br />W.
<br />WIDTH
<br />DBL.
<br />DOUBLE
<br />PVC
<br />POLY VINYL
<br />WD.
<br />WOOD
<br />SCOPE OF WORK &PERMIT REFERENCE:
<br />NEW INTERIOR BUILDOUT IN AN EXISTING 1,072 SF
<br />RETAIL SPACE IN EXISTING SHELL SPACE.
<br />TENANT CONTRACTOR NOTE
<br />TENANT/ GENERAL CONTRACTOR MUST AQUIRE LAND
<br />LORD'S APPROVAL OF THE PROPOSED DESIGN/
<br />WORK IN WRITING BEFORE THE START OF ANY WORK.
<br />LEGAL DESCRIPTION
<br />SITE: PARCEL ID: 10-26-21-0020-00000-0100
<br />PINE GROVE PB 2 PG 15 COM SW COR LOT 10 FOR POB TH NO2DG 02' 12"W 172.00 FT TH N88DG 28' WE 623.71 FT TH S02DG
<br />02' WE 47.00 FT TH S88DG 28' 05"W 93.00 FT TH S02DG 02' 10"E 60.00 FT TH N88DG 28' 05"E 93.00 FT TH S02DG 02' 12"E
<br />65.00 FT TH S88DG 28' 05"W 630.08 FT TO POB LESS THAT POR DESC IN OR 9679 PG 2653 LYING WITHIN OR 4341 PG 1041
<br />CODE INFORMATION
<br />FLORIDA BUILDING CODE, 2020 (7TH EDITION)
<br />ALL WORK SHALL CONFORM TO THE FOLLOWING CODES
<br />AS WELL AS
<br />ALL LOCAL ORDINANCES AUTHORITIES HAVING LOCAL JURISDICTION:
<br />FLORIDA EXISTING BUILDING CODE 2020
<br />EDITION
<br />FLORIDA ENERGY CONSERVATION CODE 2020
<br />EDITION
<br />FLORIDA MECHANICAL CODE 2020
<br />EDITION
<br />FLORIDA CODE FUEL GAS 2020
<br />EDITION
<br />FLORIDA PLUMBING CODE 2020
<br />EDITION
<br />FLORIDA FIRE PREVENTION CODE 2020
<br />EDITION
<br />NFPA 1 UNIFORM FIRE CODE 2018
<br />EDITION
<br />NFPA 101 LIFE SAFTY CODE 2018
<br />EDITION
<br />NFPA 70-17 NAT'L ELECTRICAL CODE 2017
<br />EDITION
<br />NFPA 72-18 NAT'L FIRE ALARM CODE 2018
<br />EDITION
<br />FLORIDA ACCESSIBILITY CODE 2020
<br />EDITION
<br />(COMBINES FL. AMERICANS W\ DISABILITIES ACT & FED.
<br />ADA LAW)
<br />BUILDING DATA
<br />BUILDING LOCATION RIVERVIEW/ HILLSBOROUGH COUNTY
<br />EXISTING ZONING OOSD
<br />PROPERTY USE MERCANTILE (GENERAL RETAIL)
<br />EXISTING OCCUPANCY VACANT SHELL
<br />PROPOSED OCCUPANCY "M" MERCANTILE (RETAIL
<br />STORE)
<br />LAND AREA 2.13 ACRES
<br />EXISTING SHELLBUILDING AREA 14,024 S.F.
<br />PROPOSED BUILDOUT AREA 1,072 S.F.
<br />MAXIMUM AREA ALLOWED 12,500 S.F.
<br />EXISTING BUILDING HEIGH 16'-0"
<br />MAXIMUM HEIGHT ALLOWED 35'
<br />TYPE OF CONSTRUCTION TYPE VB
<br />UNSPRINKLED UNPROTECTED,
<br />FIRE ALARM NO
<br />MEANS OF EGRESS/ MAX OCCUPANT LOAD:
<br />FBC - BUILDING, CHAPTER 10 FLOOR AREA PER OCCUPANT
<br />TABLE 1004.1.2:
<br />TOTAL OCCUPANT LOAD = 1072 / 60 SF PER PERSON
<br />=18 PERSONS
<br />PARKING REQUIREMENTS.
<br />PARKING REQUIREMENT: 5 SPACES PER 1,000 SF
<br />1,072 / 1000 * 5 = 6 SPACES REQUIRED
<br />270 SHARED SPACES PROVIDED
<br />WIND DESIGN CRITERIA: (ASCE7-10)
<br />BASIC WIND SPEED: 140 MPH (3 SEC. GUST)
<br />WIND EXPOSURE: "C"
<br />BUILDING RISK CATEGORY II
<br />ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT,
<br />P = qh [(GCp) - (GCpi)]
<br />GCpi = +/- 0.18
<br />CORNER DISTANCE = 8.0 FT
<br />COMPONENTS AND CLADDING WIND PRESSURES = SEE TABLES
<br />NET WIND UPLIFT = -0.6DL + WL
<br />GRAVITY DESIGN LOADS:
<br />ROOF LIVE LOAD: 20 PSF
<br />ASSUMED ROOF DEAD LOAD: 20 PSF (37 PSF AT TOWERS).
<br />ASSUMED DESIGN SOIL BRG PRESSURE: 2,000 PSF (GC VERIFY)
<br />COMPACT TO 95% OF THE MODIFIED PROCTOR DRY DENSITY
<br />SITE NOTES
<br />1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND CAREFULLY COMPARE
<br />SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION
<br />KNOWN TO THE CONTRACTOR WITH THE DRAWINGS BEFORE COMMENCING
<br />WORK ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED
<br />BY OR MADE KNOWN TO THE CONTRACTOR SHALL BE PROMPTLY
<br />REPORTED TO THE ENGINEER. CONTRACTOR'S COMMENCEMENT OF WORK
<br />SHALL CONSTITUTE T U E ACCEPTANCE OF EXISTING CONDITIONS.
<br />2. CONTRACTOR SHALL REMOVE ALL DEBRIS, TREES, VEGETATION AND
<br />ORGANIC MATTER IN ORDER TO PREPARE THE SITE FOR DEVELOPMENT.
<br />3. CONTRACTOR SHALL CONNECT ALL POTABLE WATER LINES FIRE LINES
<br />AND SEWER LINES TO EXISTING WATER, FIRE AND SEWER LATERALS.
<br />4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS BEARING THEIR REVIEW
<br />STAMP. TO THE ENGINEER FOR REVIEW OF ALL PRE -MANUFACTURED
<br />COMPONENTS PRIOR TO FABRICATION &/OR PURCHASE. ALLOW 10
<br />BUSINESS DAYS FOR REVIEW.
<br />HANDICAP ACCESSIBILITY NOTES
<br />THE DESIGN OF SPACES DEPICTED IN THESE DRAWINGS COMPLIES
<br />WITH THE ACCESSIBILITY REQUIREMENTS OF THE 2020 FLORIDA
<br />BUILDING CODE 6TH EDITION.
<br />BUILDING SHALL INCLUDE AN ACCESSIBLE ROUTE FOR THE PUBLIC
<br />FROM ACCESSIBLE PARKING SPACES TO ENTRY DOORS AND INTO
<br />THE BUILDING. ALL PUBLIC AREAS ARE ACCESSIBLE AND HAVE NO
<br />LEVEL CHANGES GREATER THAN j " EXCEPT AS PROVIDED BY RAMP.
<br />SHEET INDEX
<br />1 -
<br />CS.1
<br />COVER SHEET.
<br />2 -
<br />G1.1
<br />PROPOSED FLOOR PLAN & DETAILS.
<br />3 -
<br />G1.2
<br />LIFE SAFETY & REFLECTED CEILING PLANS.
<br />4 -
<br />G1.3
<br />ENLARGED RESTROOMS PLANS AND DETAILS.
<br />5 -
<br />G1.4
<br />SCHEDULES AND DETAILS.
<br />6 -
<br />P-1
<br />PLUMBING PLAN DETAILS.
<br />7 -
<br />P-2
<br />PLUMBING RISER DIAGRAMS.
<br />8 -
<br />M-1
<br />MECHANICAL PLAN.
<br />9 -
<br />E-1
<br />ELECTRICAL POWER & LIGHTING PLANS.
<br />10-
<br />E-2
<br />ELECTRICAL NOTES AND SPECS.
<br />11-
<br />E-3
<br />ELECTRICAL SPECIFICATIONS
<br />BEFORE PERMITTING OR START OF CONSTRUCTION:
<br />1. TENANT TO ACQUIRE LANDLORD WRITTEN APPROVAL OF ALL PROPOSED ALTERATIONS.
<br />2. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS.
<br />3. CONTRACTOR TO COORDINATE ROUGH WINDOW/ DOOR OPENINGS SIZE W/ MFR SPECS
<br />ISSUED FOR: REVIEW
<br />11.12.2021
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