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<br />GENERAL NOTES
<br />1. GENERAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID, IN ORDER TO VERIFY AND COORDINATE DRAWINGS
<br />WITH ACTUAL CONDITIONS OF THE PROJECT. SHALL ANY QUESTIONS ARISE FROM SAID VISIT, REQUEST FOR
<br />INFORMATION SHALL BE MADE IN WRITING TO ARCHITECT FOR RESPONSE PRIOR TO BID SUBMITTAL.
<br />2. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL
<br />BE RESPONSIBLE FOR SAME IN ADDITION TO ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY
<br />SUBCONTRACTORS. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY
<br />FOR THE CONDITION OF THE EXISTING SITE AT THE TIME OF BIDDING OR THEREAFTER.
<br />3. GENERAL CONTRACTOR SHALL PROVIDE HIS SUBCONTRACTORS WITH FULL SETS OF CONSTRUCTION
<br />DOCUMENTS AND PROJECT MANUALS FOR BIDDING. GENERAL CONTRACTOR SHALL PROVIDE HIS
<br />SUBCONTRACTORS WITH FULL SETS OF CONSTRUCTION DOCUMENTS AND PROJECT MANUALS AS APPROVED BY
<br />AUTHORITIES HAVING JURISDICTION FOR CONSTRUCTION PURPOSES.
<br />4. COORDINATION OF THE WORK SHALL USE ALL THE PLANS AND SPECIFICATIONS. EACH CONTRACTOR SHALL
<br />REVIEW ALL THE PLANS AND SPECIFICATIONS AVAILABLE BEFORE COMMENCING WORK, SO AS TO FAMILIARIZE
<br />HIMSELF WITH THE WORK OF OTHER CONTRACTORS BESIDES HIMSELF. ANY DISCREPANCIES OBSERVED SHALL
<br />BE REPORTED IN WRITING TO THE ARCHITECT IMMEDIATELY.
<br />5. EACH CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH ALL OTHER CONTRACTORS. STARTING WORK
<br />BY ANY CONTRACTOR SHALL BE CONSTRUED AS ACCEPTANCE OF ALL PRIOR WORK DONE BY OTHERS BEFORE
<br />AS CORRECT. EACH CONTRACTOR SHALL
<br />C ONTRACT R HA L VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE BEFORE STARTING
<br />WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE
<br />PROCEEDING WITH THE WORK.
<br />6. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO DETERMINE ANY
<br />LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING
<br />WITH WORK.
<br />7. ALL PLAN DIMENSIONS ARE FROM CENTERLINES OR FACE OF STUD UNLESS OTHERWISE INDICATED.
<br />8. IT SHALL BE UNDERSTOOD THAT ALL WORK PERFORMED SHALL BE DONE BY A LICENSED GENERAL
<br />CONTRACTOR AND IN A FIRST-CLASS WORKMANLIKE MANNER. ALL CONSTRUCTION SHALL COMPLY WITH THE
<br />APPLICABLE NATIONAL, STATE & LOCAL BUILDING CODES AND LOCAL RESTRICTIONS. THE MOST STRINGENT CODE
<br />SHALL GOVERN. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR REGISTRATION REQUIREMENTS OF
<br />ALL GOVERNING AUTHORITIES.
<br />9. IT IS NOT BE THE INTENT OF THESE PLANS AND/OR SPECIFICATIONS TO SHOW EVERY MINOR DETAIL OF
<br />CONSTRUCTION. THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND SUPERVISION
<br />NECESSARY TO ACCOMPLISH THE WORK AS SHOWN AND/OR NOTED ON THE DRAWINGS. NO CHANGE ORDER
<br />SHALL BE ALLOWED OR ISSUED TO CONTRACTOR, FOR CONTRACTOR'S NEGLIGENCE, IN POINTING OUT ANY
<br />ERRORS, OMISSIONS, OR DISCREPANCIES IN DRAWINGS, PRIOR TO BID DATE AND/OR AWARDING OF CONTRACT.
<br />THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR
<br />OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS AFTER THE
<br />START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS
<br />OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. THE RESPONSIBILITY
<br />FOR ANY CHANGES MADE ON THE FIELD WITHOUT PRIOR NOTIFICATION TO THE ARCHITECT SHALL REST WITH
<br />THE CONTRACTOR OR ANY OTHER PERSON APPROVING SUCH A CHANGE.
<br />10. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS AND ANY
<br />INSPECTION FEES SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL
<br />REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL
<br />SUBCONTRACTOR.
<br />11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND
<br />CONNECTING POINTS WHETHER SHOWN HEREIN OR NOT FOR COORDINATION AND PROTECTION FROM DAMAGE.
<br />PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT/OWNER IN WRITING OF
<br />ANY DISCREPANCIES FOUND. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF
<br />UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE
<br />WORK.
<br />12. GENERAL CONTRACTOR SHALL ADHERE TO OWNERS REQUIREMENTS PERTAINING TO TRASH REMOVAL,
<br />CLEANUP, DELIVERY OF MATERIALS, PARKING AND ANY OTHER REQUIREMENTS PERTAINING TO THE USE OF THE
<br />OWNERS PREMISES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE
<br />WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETED.
<br />13. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL KEEP ALL AREAS IN WHICH WORK IS BEING
<br />PERFORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF
<br />EACH WORKING DAY.
<br />14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS
<br />AND WORKERS AT ALL TIMES. INCLUDING THE ERECTION & MAINTENANCE OF PERIMETER BARRIERS OR FENCES
<br />AS REQUIRED BY AUTHORITIES HAVING JURISDICTION DURING THE CONSTRUCTION PROCESS.
<br />15. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, TOILET FACILITIES AS REQUIRED. THE OWNER
<br />WILL NOT BE RESPONSIBLE FOR ANY TEMPORARY FACILITIES OR ARRANGEMENTS.
<br />16. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL
<br />CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD
<br />CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, DELETIONS AND CHANGE
<br />ORDERS, IN RED PENCIL ON THE PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB
<br />SUPERINTENDENT & BE POSTED ON A DAILY BASIS.
<br />17. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING, INSTALLATION AND
<br />HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER FURNISHED ITEMS, EXCEPT FURNITURE. WHERE
<br />APPLICABLE
<br />18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY,
<br />IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (1) YEAR OR AS
<br />OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK
<br />UNDER THIS CONTRACT.
<br />19. CONTRACTOR SHALL REFER AND CONFORM TO ALL RECOMMENDATIONS AND FINDINGS ASSET FORTH IN
<br />SOILS GEOLOGICAL REPORT. THE OWNER AND/OR ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY
<br />OF THE FINDINGS OR FOR THE FINAL RECOMMENDATIONS. GRADING, TRENCHING, ETC., CONTACT OWNER
<br />AND/OR ARCHITECT FOR INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL
<br />CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS AND
<br />LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER
<br />FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER SO THAT MODIFICATIONS
<br />CAN BE MADE BEFORE PROCEEDING WITH THE WORK.
<br />20. GENERAL CONTRACTOR SHALL CLEAR, GRUB AND REMOVE ANY DEBRIS LOCATED AROUND THE PERIMETER
<br />OF THE SUBJECT CONSTRUCTION SITE AND INSTALL A SILT BARRIER FENCE TO CONTAIN THE CONSTRUCTION
<br />MATTER.
<br />21. SILICONE SEALANT CAULK SHALL BE USED AT THE FOLLOWING LOCATIONS:
<br />A. AROUND EXTERIOR DOOR FRAMES, SILLS, HEADS & JAMBS
<br />B. AROUND WINDOW FRAMES, SILLS, HEADS AND JAMBS
<br />C. AROUND CONDUIT AND PIPE PENETRATIONS AT WALLS CEILINGS, & ROOF.
<br />22. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT
<br />INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER ANY SUCH DISCREPANCIES
<br />PRIOR TO COMMENCING WORK.
<br />23. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF
<br />LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION.
<br />24. ALL CONTRACTORS SHALL SUBMIT SHOP DRAWINGS FOR REVIEW TO ARCHITECT/OWNER
<br />BEFORE FABRICATING OR INSTALLING. THE ARCHITECT AND/OR OWNER WILL REVIEW SHOP
<br />DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE
<br />OWNER AND/OR ARCHITECTS REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE
<br />APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. ALL MANUFACTURERS AND/OR
<br />SUPPLIERS SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT/OWNER FOR REVIEW PRIOR TO
<br />FABRICATION. IF CONTRACTORS AUTHORIZE FABRICATION OF ANY PRODUCTS PRIOR TO SHOP
<br />DRAWING APPROVALS. SAME CONTRACTORS SHALL BE RESPONSIBLE FOR ALL COST RELATED
<br />TO ANY DEVIATIONS OR ERRORS FROM THE DESIGN INTENT.
<br />25. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER PRODUCT SAFETY
<br />COMMISSION SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1428: #16 CFR PART 1201)
<br />AND APPLICABLE N.O.A. OR FLORIDA PRODUCT APPROVALS FOR ALL EXTERIOR GLAZING.
<br />26. . GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHER AS APPROVED BY THE FIRE
<br />MARSHALL AT THE SITE DURING CONSTRUCTION.
<br />27. RIGID ELECTRICAL METALLIC TUBING (EMT) /OR PVC CONDUIT IS REQUIRED AT ALL CONDUIT IN SLABS, WALLS
<br />AND CEILING SPACES.
<br />28. UNLESS SPECIALLY DETAILED PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL
<br />THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE
<br />29. PROVIDE RODENT PROOF WEATHER-STRIPPING AT THE BOTTOM OF ALL EXTERIOR DOORS.
<br />30. THE WRITTEN SCALES SUCH AS 1/4"=T-0" APPLY ONLY TO UNREDUCED DRAWINGS.
<br />31. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE
<br />DRAWINGS.
<br />32. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR
<br />APPROVED SHOP DRAWINGS / DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
<br />33. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE TO THE OWNER
<br />AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY
<br />HAVE BEEN DAMAGED THEREBY.
<br />34. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS AND/OR
<br />SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR.
<br />35. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS AND OR
<br />SUBSTITUTIONS REQUESTED BY THE OWNER SHALL BE PAID FOR BY THE OWNER.
<br />36. RELEASE OF LIENS: THE FINAL PAYMENTS SHALL NOT BE DUE UNTIL THE CONTRACTOR HAS DELIVERED
<br />TO THE OWNER A COMPLETE RELEASE OF LIENS ARISING OUT OF THIS CONTRACT OR RECEIPTS IN FULL
<br />COVERING ALL LABOR AND MATERIALS FOR WHICH A LIEN COULD BE FILED OR A BOND SATISFACTORY TO
<br />THE OWNER INDEMNIFYING HIM AGAINST ANY LIENS.
<br />37. ALL ROOF CUTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE REPAIRED AND
<br />CONFORM IN EVERY RESPECT TO FINISH AND QUALITY OF MATERIAL AND WORKMANSHIP AS ITS ORIGINAL
<br />STATE.-GEN. CONTRACTOR FOR ANY OF THE WORK ON THE ROOF IN ORDER TO MAINTAIN ANY AND ALL
<br />WARRANTIES SHALL CONTRACT W/ CURRENT ROOFING COMPANY RESPONSIBLE FOR WARRANTY PERIOD IN
<br />EFFECT. FAILURE TO DO SO SHALL MEAN THAT SAME WORK WILL BE REPAIRED BY OWNER THROUGH
<br />ORIGINAL ROOFING CONTRACTOR AND COST ASSOCIATED WITH SAME REPAIR SHALL DE CHARGED TO G.C.
<br />COORDINATE W/ OWNER AND/OR OWNER'S REPRESENTATIVE.
<br />38. ALL POSSIBLE WALL PENETRATIONS IN FIRE RESISTIVE WALLS SHALL BE SEALED WITH FIRE STOP
<br />SYSTEMS AS APPROVED BY THE GOVERNING AUTHORITIES. FIRE STOP SYSTEMS SHALL HAVE "F" AND'T'
<br />RATINGS EQUAL TO THE BARRIER THAT THEY ARE PENETRATING, BUT NOT LESS THAN ONE HOUR.
<br />39. FIRE WALLS, FIRE PARTITIONS, SMOKE BARRIERS OR ANY OTHER WALL REQUIRED TO
<br />HAVE PROTECTED OPENINGS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR
<br />STENCILING IN A MANNER ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. SUCH IDENTIFICATION
<br />SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SUGGESTED WORDING: "FIRE AND
<br />SMOKE BARRIER- PROTECT ALL OPENINGS"
<br />40. OWNER SHALL PROPERLY MAINTAIN ALL WORK AS CONTAINED WITHIN THESE CONSTRUCTION
<br />DOCUMENTS, INCLUDING BUT NOT LIMITED, TO ASSURE A NORMAL STANDARD OF USE & LIFE EXPECTANCY
<br />FOR THE BUILDING. PERIODIC ROOF, STUCCO, PENETRATIONS, AND WINDOW INSPECTIONS SHALL BE
<br />CONDUCTED FOR REPAIR AND / OR REPLACEMENT AS DEEMED NECESSARY.
<br />41. BUILDING/ STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 2O17 F.B.C. 175 MPH PRESSURES
<br />GENERATED BY THE WIND VELOCITY PER SECTION 1606.
<br />42. ALL SHOP DRAWINGS WHEN REQUIRED SHALL BE REVIEWED AND APPROVED BY THE AUTHORITIES
<br />HAVING JURISDICTION, TYP. SUBMITTAL UPON REVIEW BY A/E SHALL BE THE RESPONSIBILITY OF THE
<br />CONTRACTOR.
<br />43. SHOP DRAWING SUBMITTALS CALL FOR ON THE CONTRACTOR DOCUMENTS BY DELEGATE ENGINEER
<br />SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER IN THE FIELD OF
<br />EXPERTISE DIRECTLY RELATED TO THE SUBJECT WORK INDICATED.
<br />44. ALL PROTRUDING ARCHITECTURAL ELEMENTS SHALL BE PAINTED WITH SAME LIKE CONTINUOUS COLOR
<br />SELECTION. SHOULD ANY QUESTION ARISE DUE TO FIELD CONDITION, CONTACT ARCHITECT IMMEDIATELY
<br />BEFORE PROCEEDING WITH WORK.
<br />45. ALL CONCRETE SURFACES ASSOCIATED WITH TILT UP BOND BREAKING AGENTS SHALL BE PREPARED
<br />AND TREATED TO ACCEPT THE PAINT APPLICATION AS PER MANUFACTURER'S RECOMMENDED
<br />SPECIFICATIONS PRIOR TO WORK BEING DONE.
<br />46. GENERAL CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL DOOR SCHEDULE WITH ANY ALL
<br />REQUIREMENTS ON THE MECHANICAL DRAWING FOR OUTSIDE FRESH AIR VENTS NOTIFY ARCHITECT OF ANY
<br />DISCREPANCIES PRIOR TO SHOP DRAWINGS SUBMITTALS.
<br />47. GENERAL CONTRACTOR SHALL COORDINATE ALL INTERIOR PLUMBING LINES WITH EXTERIOR UTILITY
<br />LINES FOR PROPER FLOW OF WASTE MATTER INTO SEPTIC/SEWER SYSTEM.
<br />48. GENERAL CONTRACTOR SHALL COMPLETED ALL EXTERIOR CONCRETE WALKWAYS WITH BROOM
<br />FINISH TEXTURE U.O.N.
<br />49. IT SHALL BE UNDERSTOOD THAT THE EXTERIOR FINISH(S) OF THE ENTIRE STRUCTURE / SHELL /
<br />BUILDING SHALL BE PAINTED WITH A MINIMUM (3) COAT SYSTEM CONSISTING OF (1) COAT OF PRIMER AND
<br />TWO O 2 FINISH COATS SUFFICIENT TO CONSISTENTLY COVER ALL SURFACE AREAS. IF THERE ARE STILL
<br />ANY IMPERFECTIONS, BLEMISHES OR BLOTCHES VISIBLE AN ADDITIONAL COAT SHALL BE APPLIED, ALL METAL
<br />SURFACE SHALL BE ELECTRO STATICALLY PAINTED AT THE FACTORY PER APPROVED COLOR SELECTIONS
<br />PRIOR TO DELIVERY & INSTALLATION. ALL BUILDING COLORS SHALL BE SELECTED BY ARCHITECT/OWNER
<br />DURING SHOP DRAWING REVIEW. PROCESS G/C TO SUBMIT (3) 8 2' X 11" COLOR SAMPLES OF EACH COLOR FOR
<br />PRELIMINARY REVIEW & UPON ACCEPTANCE. SHALL PROVIDE A T-0" X T-0" TEST PATCH FOR EACH COLOR
<br />PRE -SELECTED DURING SHOP DRAWING REVIEW BY ARCHITECT/OWNER AT THE FRONT ELEVATION OR ANY
<br />OTHER DESIGN FEATURE AS INSTRUCTED BY THE ARCHITECT. FOR FINAL APPROVAL PRIOR TO PAINTING THE
<br />ENTIRE FACILITY. ALL METAL SURFACES SHALL BE ELECTRO STATICALLY.
<br />50. PLANS AND DETAILS ARE COMPLEMENTARY AND MUTUALLY EXPLANATORY AND WHAT IS REQUIRED
<br />BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL, AND ARE NOT INTENDED TO BE USED AS SHOP
<br />DRAWINGS. WHERE VARIANCES, DISCREPANCIES, ETC. OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS OR
<br />WITHIN THE DOCUMENTS THEMSELVES, THE ITEM OR ARRANGEMENT OF BETTER QUALITY AND / OR HIGHER
<br />COST SHALL BE INCLUDED IN THE CONTRACT.
<br />51. FLASHING.
<br />FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL
<br />OR TO REDIRECT THAT MOISTURE TO THE EXTERIOR. FLASHING SHALL BE INSTALLED AT THE PERIMETERS
<br />OF EXTERIOR DOOR AND WINDOW ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR WALL
<br />ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND
<br />SIMILAR PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR LOCATIONS WHERE MOISTURE COULD ENTER
<br />THE WALL. FLASHING WITH PROJECTING FLANGES SHALL BE INSTALLED ON BOTH SIDES AND THE ENDS OF
<br />COPINGS, UNDER SILLS AND CONTINUOUSLY ABOVE PROJECTING TRIM. WHEN SELF -ADHERED MEMBRANES
<br />ARE USED AS FLASHING IN WALL ASSEMBLIES, THOSE SELF -ADHERED FLASHINGS SHALL COMPLY WITH
<br />AAMA-711. WHEN FLUID APPLIED MEMBRANES ARE USED AS FLASHING FOR EXTERIOR WALL OPENINGS, THOSE
<br />FLUID APPLIED MEMBRANE FLASHINGS SHALL COMPLY WITH AAMA 714. APPROVED CORROSION -RESISTANT
<br />FLASHING SHALL BE APPLIED PER FBC. 17 6TH EDITION.
<br />52. G.C. TO PROVIDE A CONSTRUCTION STAGING PLAN FOR APPROVAL PRIOR TO COMMENCEMENT OF
<br />CONSTRUCTION. THE STAGING AREA SHALL BE KEPT CLEAN AT ALL TIMES, ADEQUATELY SCREENED AND
<br />LOCATED AWAY FROM VIEW OF EXISTING HOMES LOCATED ADJACENT TO THE CONSTRUCTION SITE.
<br />53. ALL ELECTRICAL CONDUITS IN EXPOSED CEILING WITHIN CHIPOTLES DEMISING INTERIOR SPACE SHALL
<br />BE EN CASED IN EMT OR IMC CONDUIT RUN TIGHT TO THE ROOF DECK & BE EITHER PARALLEL OR
<br />PERPENDICULAR TO THE MAIN ENTRY STOREFRONT. THERE SHALL NOT BE ANY DIAGONAL RUNS. ALL
<br />REQUIRED CONDUITS SHALL BE IN STRAIGHT LINES.
<br />54. WITHIN "PROPOSED ASSEMBLY RESTAURANT' INTERIOR DEMISING SPACE EXPOSED INTERIOR FILL IS TO
<br />BE COMPACTED TO NO LESS THAT (95%) OF THE MODIFIED PROCTOR SOILS TEST FOR WATER CONTENT &
<br />COMPACTION LEVELS 9'MODIFIED PROCTOR") SO AS TO EMBLE FUTURE TENANT INTERIOR BUILT OUT TO
<br />CONSTRUCT ITS IMPROVEMENTS WITHOUT THE NECESSITY OF EXTRAORDINARY FOUNDATIONS WORK.
<br />55. INTERIOR DEMISING SPACE FOR "PROPOSED ASSEMBLY RESTAURANT' USE SHALL HAVE A MIN. BUILDING
<br />CAPACITY OF NOT LESS THAT 2,500 LB/SQ. W/ ALL FILL MATERIAL TO BE OF SELECTED GRADE CAPABLE OF
<br />PROVIDING MIN. 95% COMPACTION REQUIREMENTS.
<br />56. WITHIN THE INTERIOR DEMISED SPACE TO BE OCCUPIED BY "PROPOSED ASSEMBLY RESTAURANT' THE
<br />LANDLORD SHALL AT ITS EXPENSE HAVE AN INDEPENDENT PROFESSIONAL SOILS ENGINEERING TEST
<br />LABORATORY MONITOR THE PREPARATION OF THE PREMISES AND, UPON COMPLETION OF LANDLORD'S WORK,
<br />LANDLORD SHALL FURNISH TENANT A WRITTEN CERTIFICATION FROM SUCH INDEPENDENT LABORATORY
<br />VERIFYING COMPLIANCE WITH THE FOREGOING REQUIREMENTS OF THIS SECTION. THIS CERTIFICATION SHALL
<br />INCLUDE THE RESULTS OF ALL COMPACTION AND OTHER TESTS PERFORMED PRIOR TO THE DATE OF SUCH
<br />CERTIFICATION. A COPY OF SUCH CERTIFICATION SHALL BE DELIVERED TO THE TENANTS CONSTRUCTION
<br />REPRESENTATIVE.
<br />ACCESSIBLE PARKING REQUIREMENTS:
<br />1. POST A PERMANENT 17"X22" SIGN IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF PARKING
<br />FACILITIES. THE FOLLOWING STATEMENT SHALL BE PRINTED IN ONE INCH HIGH LETTERS. "UNAUTHORIZED
<br />VEHICLES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY
<br />HANDICAPPED PERSONS MAY BE TOWED. VEHICLES MAY BE RECLAIMED BY TELEPHONING (BUILDING
<br />OWNER'S NUMBER)".
<br />2. EACH PARKING SPACE RESERVED FOR A DISABLED SHALL BE IDENTIFIED BY A PERMANENTLY AFFIXED
<br />REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN ON STEEL, WITH BEADED TEXT, OR EQUAL,
<br />DISPLAYING OF INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SIGN SHALL NOT BE SMALLER THAN 70 SQ.
<br />IN. IN AREA AND SHALL BE CENTERED EITHER ON A POST OF 80 INCHES FROM THE BOTTOM OF THE SIGN
<br />TO THE FINISH PARKING SURFACE. PROVIDE AT PARKING STALL A V-0" FOOT SQUARE INTERNATIONAL
<br />SYMBOL OF ACCESSIBILITY STENCILED IN BLUE ON THE PARKING SURFACE.
<br />3. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18'-0" FEET.
<br />4. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4" PER FOOT
<br />(2.083% GRADIENT) IN ANY DIRECTION.
<br />5. A DISABLED PARKING SPACE SHALL BE LOCATED SO AS NOT TO REQUIRE ITS USER TO WHEEL OR WALK
<br />BEHIND ANY OTHER DISABLED OR NON -DISABLED PARKING SPACE.
<br />6. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO THE PHYSICALLY DISABLED SHALL BE PROVIDED FROM
<br />EACH DISABLED PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED.
<br />7. IN ADDITION TO THE ABOVE SIGNAGE REQUIREMENTS, THE SURFACE OF EACH PARKING SPACE SHALL
<br />HAVE A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY CONSISTING OF A WHITE
<br />FIGURE ON A BLUE BACKGROUND, AT LEAST T-O" SQUARE FEET.
<br />SAFETY / EGRESS DOOR NOTES:
<br />1. NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN 32' WIDE, UNLESS A LARGER
<br />DOOR OPENING IS REQUIRED TO SATISFY THE REQUIREMENTS OF 2017 F.B.C.
<br />2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF
<br />THE CLOSET.
<br />3. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR
<br />FROM THE OUTSIDE IN AN EMERGENCY.
<br />4. DOORS MAY BE SWINGING OR SLIDING, AND ARE EXEMPT FROM THE REQUIREMENTS OF SECTION 21-2.43
<br />AND 21-2.4.4 OF THE 2015 ED. OF NFPA.101
<br />5. NO DOOR IN ANY MEANS SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL
<br />LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY ENGAGED SHALL BE
<br />PROHIBITED.
<br />ACCESSIBLE WALK AND SIDEWALK REQUIREMENTS:
<br />1. WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE,
<br />NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH AND SHALL BE A
<br />MINIMUM OF 48 INCHES IN WIDTH.
<br />2. SURFACE WITH A SLOPE OF 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP -RESISTANT AS THAT
<br />DESCRIBED AS A MEDIUM BROOM FINISH.
<br />3. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP -RESISTANT.
<br />4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL (5%
<br />GRADIENT), IT SHALL COMPLY WITH THE PREVISIONS FOR PEDESTRIAN RAMPS.
<br />5. SURFACES ACROSS SLOPES SHALL NOT EXCEED 1: 50 SLOPE.
<br />6. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR
<br />GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE
<br />LIMITED TO 1/2" INCH IN THE DIRECTION OF TRAFFIC FLOW.
<br />7. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" INCH. WHEN CHANGES
<br />IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAT 1:2 EXCEPT THAT LEVEL
<br />CHANGES NOT EXCEEDING 1/4" INCH MAY BE VERTICAL.
<br />8. WHEN CHANGES IN LEVEL GREATER THAN 1/2" INCH ARE NECESSARY, THEY SHALL COMPLY WITH THE
<br />REQUIREMENTS FOR CURB RAMP.
<br />9. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES 60 INCHES AT A DOOR OR GATE
<br />THAT SWINGS TOWARDS THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP AT A DOOR OR
<br />GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE OF THE
<br />STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARDS THE WALK.
<br />ACCESSIBLE RAMP REQUIREMENTS:
<br />1. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE ITS GREATER THAN V-0" RISE IN 20
<br />FEET OF HORIZONTAL RUN.
<br />2. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXIT WAY, PROVIDES HANDICAP ACCESS OR IS IN THE
<br />PATH OF TRAVEL SHALL BE 1" RISE PER V-0" OF HORIZONTAL RUN.
<br />3. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS
<br />THAN 42 INCHES AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3-1/2 INCH WHEN FULLY
<br />OPENED.
<br />4. INTERMEDIATE LANDINGS AT A CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES AND BOTTOM LANDINGS
<br />SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72 INCHES.
<br />5. OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS
<br />THAN 60 INCHES.
<br />6. THE CROSS SLOPE ON A RAMP OR THE SLOPE ACROSS A RAMP LANDING IN ANY DIRECTION SHALL NOT
<br />EXCEED 1/4 INCH RISE IN ONE FOOT OF HORIZONTAL RUN.
<br />7. HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE HANDICAP ACCESS IF THE SLOPE EXCEEDS ONE
<br />FOOT RISE IN FIFTEEN FEET OF HORIZONTAL RUN.
<br />8. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP; SHALL BE CONTINUOUS THE FULL LENGTH OF
<br />THE RAMP; SHALL BE THIRTY INCHES TO THIRTY FOUR INCHES ABOVE THE RAMP SURFACE; SHALL EXCEED
<br />A MINIMUM OF ONE FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP ABD THE ENDS SHALL BE
<br />RETURNED.
<br />9. HANDRAILS PROJECTIONS FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN
<br />THE WALL AND THE HANDRAIL.
<br />10. THE GRIP PORTION OF THE HANDRAIL SHALL BE NOT LESS THAN 1-1/4 INCH NOR MORE THAN 1 !"INCHES IN
<br />CROSS SECTIONAL DIMENSIONS AND THE SURFACES SHALL BE SMOOTH WITH NO SHARP CORNERS.
<br />11. THE SURFACE OF RAMPS SHALL BE SLIP RESISTANT.
<br />12. WHERE THE RAMP SURFACE IS NOT BOUNDED BY A WALL OR FENCE AND THE RAMP EXCEEDS THE FEET IN
<br />LENGTH, THE RAMP SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS:
<br />A. A GUIDE CURB A MINIMUM OF TWO INCHES IN HEIGHT SHALL BE PROVIDED
<br />AT EACH SIDE OF THE RAMP, OR
<br />B. A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED THREE INCHES, PLUS A
<br />MINUS ONE INCH ABOVE THE SURFACE OF THE RAMP.
<br />ABBREVIATIONS:
<br />AB
<br />ANCHOR BOLTS
<br />MAINT
<br />MAINTENANCE
<br />ABBREV
<br />ABBREVIATION (S)
<br />MAT'IL
<br />MATERIAL
<br />APPR
<br />APPROVED
<br />MAX
<br />MAXIMUM
<br />ACOUS
<br />ACOUSTICAL
<br />MB
<br />MACHINE BOLT
<br />AC
<br />ASPHALT CONCRETE
<br />MECH
<br />MECHANICAL
<br />AC or A/C
<br />AIR CONDITIONING
<br />MET
<br />METAL
<br />AD
<br />ACCESS DOOR
<br />MEZZ
<br />MEZZANINE
<br />AFF
<br />ABOVE FINISHED FLOOR ALUM
<br />MFR
<br />MANUFACTURER
<br />ALUMINUM
<br />MISC
<br />MISCELLANEOUS
<br />MO
<br />MASONRY OPENING
<br />BD or BRD
<br />BOARD
<br />MIN
<br />MINIMUM
<br />BLDG
<br />BUILDING
<br />MIR
<br />MIRROR
<br />BILK
<br />BLOCK
<br />MULL
<br />MULLION
<br />BM
<br />BEAM
<br />BOB
<br />BOTTOM OF BEAM
<br />NO
<br />NEW NUMBER
<br />BOT
<br />BOTTOM
<br />NTS
<br />NOT TO SCALE
<br />NR
<br />NON -RATED
<br />C/C
<br />CENTER TO CENTER
<br />CER
<br />CERAMIC
<br />OC
<br />ON CENTER
<br />CH
<br />CEILING HEIGHT
<br />OCC
<br />OPERATOR CONTROL CENTER
<br />CEM
<br />CEMENT
<br />OD
<br />OUTSIDE DIAMETER
<br />CLG or CEIL
<br />CEILING
<br />OF
<br />OVERFLOW
<br />CLO
<br />CLOSET
<br />OFF
<br />OFFICE
<br />CLR
<br />CLEAR
<br />OFI
<br />OWNER FURNISH ITEM
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />OFOI
<br />OWNER FURNISHED OWNER INSTALLED
<br />COL
<br />COLUMN
<br />OH
<br />OPPOSITE HAND
<br />COMPO
<br />COMPOSITION
<br />OPN'G
<br />OPENING
<br />CONC
<br />CONCRETE
<br />OPP
<br />OPPOSITE
<br />CONN
<br />CONNECTION
<br />CONT
<br />CONTINUOUS
<br />PC
<br />PORTLAND CEMENT
<br />CORR
<br />CORRIDOR
<br />PL
<br />PLATE
<br />CSK
<br />COUNTERSINK
<br />PLAS
<br />PLASTER
<br />PLYWD
<br />PLYWOOD
<br />DEL
<br />DELETE
<br />PR
<br />PAIR
<br />DET
<br />DETAIL
<br />PREP
<br />PREPARATION
<br />DF
<br />DOUGLAS FIR
<br />PROJ
<br />PROJECTION
<br />DF
<br />DRINKING FOUNTAIN
<br />PT
<br />PRESSURE TREATED
<br />DIA
<br />DIAMETER
<br />DIAG
<br />DIAGONAL
<br />QT
<br />QUARRY TILE
<br />DIM
<br />DIMENSION
<br />DIR
<br />DIRECTION
<br />R
<br />RISER
<br />DBL
<br />DOUBLE
<br />R or RAD
<br />RADIUS
<br />DN
<br />DOWN
<br />RD
<br />ROOF DRAIN
<br />DO
<br />DOOR OPENING
<br />REF
<br />REFERENCE
<br />DR
<br />DOOR
<br />REFL
<br />REFLECTED
<br />DS
<br />DOWNSPOUT
<br />REINF
<br />REINFORCED
<br />DWG or DRWG
<br />DRAWING
<br />REQ'D
<br />REQUIRED
<br />EA
<br />EACH
<br />RES
<br />RESILIENT
<br />ELEC
<br />ELECTRICAL
<br />RM
<br />ROOM
<br />ELEV or EL
<br />ELEVATION
<br />RO
<br />ROUGH OPENING
<br />ELEV
<br />ELEVATOR
<br />REDW'D
<br />REDWOOD
<br />EQ
<br />EQUAL
<br />EQUIP
<br />EQUIPMENT
<br />SECT
<br />SECTION
<br />EXIST or (X)
<br />EXISTING
<br />SHT
<br />SHEET
<br />EJ
<br />EXPANSION JOINT
<br />SIM
<br />SIMILAR
<br />EXT
<br />EXTERIOR
<br />SIM
<br />SIMULATOR
<br />EWC
<br />ELEC WATER COOLER
<br />SIMUL
<br />SIMULATED
<br />SPECS
<br />SPECIFICATIONS
<br />FHC
<br />FIRE HOSE CABINET
<br />SS
<br />STAINLESS STEEL
<br />FIN
<br />FINISH
<br />STA
<br />STATION
<br />FLR
<br />FLOOR
<br />STD
<br />STANDARD
<br />FO
<br />FINISHED OPENING
<br />STL
<br />STEEL
<br />FOC
<br />FACE OF CONCRETE
<br />SQ
<br />SQUARE
<br />FOS
<br />FACE OF STUD
<br />STOR
<br />STORAGE
<br />FOW
<br />FACE OF WALL
<br />STRUCT
<br />STRUCTURAL
<br />FOUND
<br />FOUNDATION
<br />SUSP
<br />SUSPENDED
<br />FRP
<br />FIBER REINFORCED PLASTIC FD
<br />SYM
<br />SYMMETRICAL
<br />FLOOR DRAIN
<br />FS
<br />FLOOR SINK
<br />T
<br />TREAD
<br />FS
<br />FULL SIZE
<br />TDC
<br />TRAFFIC DECK COVERING T & G TONGUE
<br />FSD
<br />FULL SIZE DETAIL
<br />& GROOVE
<br />FT
<br />FEET
<br />TEMP
<br />TEMPERED
<br />FH
<br />FULL HEIGHT
<br />TEL
<br />TELEPHONE
<br />THK
<br />THICK
<br />GA
<br />GAUGE
<br />TOC
<br />TOP OF CONCRETE
<br />GL
<br />GLASS
<br />TOP PF CURB
<br />GALV or GV
<br />GALVANIZE
<br />TOP
<br />TOP OF PARAPET
<br />GR
<br />GRADE
<br />TOS
<br />TOP OF STEEL
<br />GYPBD
<br />GYPSUM BOARD
<br />TYP
<br />TYPICAL
<br />TOW
<br />TOP OF WALL
<br />H
<br />HIGH
<br />HDWD
<br />HARDWOOD
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />HORIZ
<br />HORIZONTAL
<br />HM
<br />HOLLOW METAL
<br />VERT
<br />VERTICAL
<br />HP
<br />HIGH POINT
<br />VCT
<br />VINYL COMPOSITION TILE
<br />HT
<br />HEIGHT
<br />V.I.F
<br />VERIFY IN FIELD
<br />ID
<br />INSIDE DIAMETER
<br />W
<br />WIDE
<br />INSUL
<br />INSULATION
<br />W/
<br />WITH
<br />INT
<br />INTERIOR
<br />WC
<br />WATER CLOSET
<br />WD
<br />WOOD
<br />JAN
<br />JANITOR
<br />WI
<br />WROUGHT IRON
<br />WL
<br />WATER LEVEL
<br />LAV
<br />LAVATORY
<br />WP
<br />WORKING POINT
<br />LEV
<br />LEVEL
<br />WP
<br />WATERPROOFING
<br />LP
<br />LOW POINT
<br />WT
<br />WEIGHT
<br />LTG
<br />LIGHTING
<br />LTWT
<br />LIGHT WEIGHT
<br />■
<br />esignTec
<br />nernai0n
<br />Associates, Inc. AA26001933
<br />Architecture • Planning • Interior Design
<br />14125 N.W. 80th Ave. Suite 303
<br />Miami Lakes. FI. 33016
<br />T. 786-235-9097
<br />F. 305-362-4420
<br />dtiinto@dtiarchitect.com
<br />www.dtiarchitect.com
<br />O r F
<br />S
<br />O
<br />13 9
<br />V
<br />AEG
<br />Carl rro, R.A.
<br />AR - 0013079
<br />Revisions:
<br />Date Description
<br />10.30.20 ISSUED FOR BID
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<br />Job Number:
<br />19093.01
<br />File name:
<br />Issued Date:
<br />10.30.20
<br />Drawn by:
<br />J.0
<br />Checked by:
<br />C.P
<br />I I SHEET NAME I I
<br />GENERAL
<br />1-61, [0�� 1A
<br />SHEET NUMBER
<br />A-0.1
<br />
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