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17 GENERAL NOTES
<br />1. THESE DRAWINGS 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, BUT NOT
<br />SPECIFICALLY SHOWN OR SPECIFIED ON THE DRAWINGS SHALL BE FURNISHED
<br />AND INSTALLED IN CONFORMANCE TO THE FLORIDA BUILDING CODE AND LOCAL
<br />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/ SUPERVISE ALL WORK PERFORMED BY HIS
<br />FORCES AND BY SUBCONTRACTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />COORDINATION AND VERIFICATION WITH OTHER TRADES TO ASSURE COMPLIANCE
<br />WITH APPROVED DRAWINGS.
<br />7. CONTRACTOR SHALL VISIT SITE & VERIFY BUILDING DIMENSIONS & SIZES & LOCATIONS
<br />OF ALL MECHANICAL, PLUMBING, ELECTRICAL EQUIPMENT BEFORE COMMENCING OF 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 />REQUIREMENT'S OF THE UTILITY COMPANIES WHOSE SERVICES SHALL BE USED.
<br />24. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL
<br />NOTIFY THE ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED OR DEVIATIONS
<br />FROM THE APPROVED PLANS REQUIRED BEFORE PROCEEDING WITH THE WORK
<br />INVOLVED. COMMENCEMENT OF THE WORK SHALL CONSTITUTE ACCEPTANCE OF
<br />EXISTING CONDITIONS.
<br />25. IF DOUBT EXISTS IN THE MIND OF THE BIDDER AS TO THE TRUE MEANING OF ANY
<br />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 TO
<br />THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALLOW 10 BUSINESS DAYS
<br />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, CONCRETE, OR EXPOSED TO WEATHER
<br />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 SQUARE FT
<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 REFERENCE.
<br />CONTRACTOR TO VERIFY ALL CONDITIONS, MEASUREMENTS, & ELEVATIONS BEFORE
<br />START OF CONSTRUCTION OR FABRICATION. INFORM ENGINEER IN WRITING OF ANY
<br />DISCREPANCIES.
<br />EGRESS FLOOR LEVEL NOTES:
<br />1. LEVEL CHANGE AT DOORS SHALL NOT EXCEED 1/2" PER 11-4.13 F.B.C.
<br />2. DIFFERENCE IN FLOOR LEVEL BETWEEN OPPOSITE SIDES OF EGRESS DOORS
<br />SHALL NOT EXCEED 1/2". (N.F.P.A. 101 - 7.2.1.3)
<br />ACCESSIBILITY NOTES
<br />THE DESIGN OF SPACES DEPICTED IN THESE DRAWINGS COMPLIES WITH THE
<br />ACCESSIBILITY REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017 (6th EDITION).
<br />BUILDING SHALL INCLUDE AN ACCESSIBLE ROUTE FOR THE PUBLIC FROM ACCESSIBLE
<br />PARKING SPACES TO ENTRY DOORS & INTO THE BUILDING. ALL PUBLIC AREAS ARE
<br />ACCESSIBLE & HAVE NO LEVEL CHANGES GREATER THAN j" EXCEPT AS PROVIDED BY
<br />RAMP.
<br />SLAB NOTES
<br />1. REPAIR SLAB -ON -GRADE WITH 4" THICK (3000 PSI) P.I.P CONCRETE EXCEPT
<br />WHERE NOTED. REINFORCE W/ 6x6 - W1.4xW1.4 W.W.F. (PROVIDED IN SHEETS)
<br />OVER 10 MIL . VAPOR RETARDER (LAP 6" AND TAPE SEAMS) OVER WELL
<br />COMPACTED TREATED SOIL.
<br />2. CJ= PROVIDE SLAB CONTROL JOINTS AT 8'-0" MAX.
<br />CONTRACTOR NOTE:
<br />ALL DIMENSIONS ARE TO THE APPROXIMATE INCH. IF
<br />THERE IS A MAJOR DISCREPANCY REGARDING A
<br />DIMENSION PLEASE CONTACT THE OWNER OR ENGINEER.
<br />ALL INTERIOR CABINETS , PLUMBING FIXTURES, LIGHT
<br />FIXTURES ETC. TO BE DETERMINED BY OWNER
<br />COORDINATE ALL RADIUSED CORNERS WITH OWNER.
<br />IMPORTANT NOTE TO ELECTRICAL
<br />& PLUMBING CONTRACTORS:
<br />ALL PLUMBING PIPING ELECTRICAL
<br />CONDUITS SWITCHES & OUTLETS SHALL
<br />BE MADE OF NON- COMBUSTIBLE
<br />MATERIALS & SEALED TIGHT OR BE
<br />RUN IN A SECONDARY FRAME WALL
<br />ADJACENT TO FIRE WALL.
<br />EXISTING TENANT WALL FINISH. F.V.
<br />EXISTING 8" MASONRY WALL
<br />FMCI
<br />NEW GYPSUM WALLBOARD
<br />ON 1X2 P.T. FURRING STRIPS ON
<br />R5 L-FOIL (CONT.) BOARD.
<br />PROVIDE 1x 2 P.T. FIRE STOPS
<br />® WALL MIDHT. NOT TO EXCEED
<br />8'-0" HORIZ. OR VERTICALLY.
<br />WALL TYPE 'A'
<br />NOTES:
<br />1. ALL MATERIALS SHALL HAVE A MINIMUM CLASS "C" FLAME SPREAD RATING.
<br />2. PROVIDE ONE TYPE ABC RATED FIRE EXTINGUISHER PER EVERY 3000 S.F.
<br />OR FRACTION THEREOF OF BUILDING AREA. (PROVIDE 2 MIN.)
<br />3. 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 />4. CONTRACTOR SHALL COORDINATE ALL NEW CABINETRY, MILLWORK,
<br />EQUIPMENT AND FINISHES WITH OWNER.
<br />5. ALL NEW DRYWALL SHALL BE SMOOTH FINISH UNLESS OTHERWISE NOTED.
<br />MINIMUM INTERIOR FINISH CLASSIFICATION
<br />OCCUPANCY
<br />UNSPRINKLERED
<br />EXIT
<br />OTHER
<br />SPACES
<br />EXITS ICORRIDORS
<br />GROUP M, MERCANTILE
<br />A
<br />A
<br />C
<br />ODOOR NUMBER
<br />Cf>-WNDOW TYPE NEAMMEE
<br />WALL SECTION
<br />TYPE # APPEARS
<br />WALL TYPE ON SHEET #
<br />DESIGNATION SECTION DESIGNATION
<br />STUDS" ® 24 20GA O/C MAX. �" GYP. BD.
<br />INTERIOR WALL
<br />WALL TYPE 'B'
<br />#10 WIRE 2 16' O.C, MAX,
<br />WITH (B) TWISTS MIN, /
<br />DIAGONAL BRACES 2 6'-0/
<br />❑,C, MAX, TO ROOF STRUCT. \
<br />TO ROOF STRUCT. T�
<br />SEE REFLECTED J I0I
<br />CEILING PLANS
<br />WALL METAL STUDS
<br />PER PLANS,
<br />CONT. BLOCKING AT
<br />MIDHEIGHT +111
<br />1 ITERIOR PARTITION
<br />BRACE
<br />6", "20GA. STUDS-J
<br />® 24" O/C MAX.
<br />NEW 1/2" GYPSUM BOARD
<br />PLUMBING WALL
<br />PLUMBING WALL TYPE 'Cl
<br />WALL LEGEND
<br />TYPE
<br />SECTION
<br />DESCRIPTION
<br />FIRE
<br />RATING
<br />REMARKS
<br />❑A
<br />8" REINFORCED MASONRY WALL
<br />1-HR
<br />■101 1 10 1 ImlEXISTING
<br />NEW NON BEARING PARTITION (3 1/2" 24GA ® 16" O.C.) TO
<br />6" ABOVE CEILING
<br />NA
<br />©
<br />NEW NON BEARING PLUMBING WALL (6" 20GA ® 16" O.C.) TO
<br />6" ABOVE CEILING
<br />NA
<br />ALL DIMENSIONS & ELEVATIONS ARE EXISTING TO BE VERIFIED IN FIELD
<br />ROOM FINISH SCHEDULE (COORDINATE AND CONFIRM WITH TENANT)
<br />ROOM NAME
<br />FLOOR
<br />BASE
<br />WALLS
<br />CEILING
<br />REMARKS
<br />NUMBER
<br />NUMBER
<br />NAME
<br />NORTH
<br />SOUTH
<br />EAST
<br />WEST
<br />101
<br />RETAL-AREA
<br />TILE -TT
<br />BASE -B1
<br />PAINTED GYP. BD
<br />PAINTED Gyp. BD
<br />LATEX EPDXY WATERPROOF PAINT ON
<br />PAINTED GYP. �
<br />EXPOSED FOAM BLACK)
<br />COORDINATE COLORS AND EXACT
<br />101
<br />GYP. BOARD
<br />INSULATION ON MTTLL. DECCK
<br />MODELS WITH OWNER
<br />102
<br />BACK ROOM
<br />TILE-T7
<br />BASE -B1
<br />PAINTED GYP. BD (LATEX EPDXY WATERPROOF
<br />PAINTED GYP. BD
<br />PAINTED GYP. BO
<br />PAINTED GYP. BD
<br />EXPOSED FOAM (BLACK)
<br />COORDINATE COLORS AND EXACT
<br />102
<br />PAINT AT WET AREA
<br />INSULATION ON MTL. DECK
<br />MODELS WITH OWNER
<br />103
<br />RESTROOM
<br />TILE-TI
<br />BASE -B2
<br />LATEX EPDXY WATERPROOF PAINT ON GYP.
<br />LAID( EPDXY WATERPROOF PANT ON GREEN
<br />LATEX EPDXY WATERPROOF PAINT ON
<br />LATEX EPDXY WATERPROOF PAINT ON
<br />PAINTED GYP. BD (8'-0)
<br />COORDINATE COLORS AND EXACT
<br />103
<br />GYP. BOARD
<br />GYP. BOARD
<br />GYP. BOARD
<br />MODELS WITH OWNER
<br />ROOM
<br />FINISH LEGEND
<br />ACT-1
<br />ARMSiR0K SWAR EDGE 24X48
<br />ACT-2
<br />ARMSiRONG. FIRE RATED SQUAR EDGE 24X48
<br />8-1
<br />6' WOOD BASE PAINTED
<br />B-2
<br />8' CERAMIC BASE
<br />T-1
<br />12X12 CERAMIC TILE
<br />NEW 3-5/8"
<br />METAL STUDS
<br />FURRING 0 16" _
<br />O.C. FOR THE
<br />WATER b
<br />FOUNTAIN
<br />PLUMBING
<br />ADJACENT TENANT SPACE:
<br />PIZZA HUT RESTAURANT
<br />EXISTING 2-HR 8
<br />MASONRY WALLS.
<br />EXISTING 8"
<br />MASONRY WALLS.
<br />L
<br />17'-3"
<br />EXIST. 3'4"X6'8"
<br />METAL DOOR. -\\
<br />EXIST. 00
<br />ID
<br />METER x 3
<br />3'-.4". 6'-4"
<br />2y2"
<br />EXIST.
<br />ELECT.
<br />PANEL
<br />G
<br />o)
<br />' U °I� I SEX ..... .
<br />EXIST.
<br />" . �� �Tf�Q0
<br />3
<br />so.. 1 [03==='
<br />.3.0 X6 8._11� tl
<br />�.
<br />T 1iL__
<br />---- Ll
<br />10'-Q" 7,-2„
<br />EXIST: 4" SLAB ON
<br />GRADE
<br />-SEE, FINISH SCHEDULE
<br />COORDINATE ALL
<br />FINISHES .WITH ,TENANT.
<br />TYP.
<br />OX
<br />1 X
<br />EXISTING o
<br />STOREFRONT
<br />9'-8" 3'-0" 4'-6,V„
<br />2
<br />18'-7'
<br />EXISTING SIDEWALK UNDER
<br />EXISTING CANOPY TO REMAIN
<br />-EXISTING CONC. STEPS TO
<br />BE REPLACED BY
<br />PRE-ENGINEERED METAL
<br />STEPS WITH LANDING AND
<br />RAILING BY OTHERS UNDER
<br />SEPARATE PERMIT.
<br />co
<br />ul) ADJACENT TENANT SPACE:
<br />EXIST. PET SUPPLY RETAIL
<br />EXISTING 2-HR
<br />8" MASONRY
<br />WALLS
<br />PORPOSED FLOOR PLAN
<br />SCALE: 1 /4" = 1'-0"
<br />0
<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 SPEC
<br />ISSUED FOR: REVIEW
<br />11.12.2021
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<br />COA. NO.29116
<br />MAZEN ARI E.
<br />(FL. P
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