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ABBREVIATIONS LEGEND OF SYMBOLS PROJECT REQUIREMENTS & COMPLIANCE PROJECT NOTES
<br />& AND HGT. HEIGHT SYMBOL DESCRIPTION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, 1. THE SPECIFICATION, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED HEREIN ARE AND SHALL
<br />L ANGLE H.C. HANDICAPPED ACCISSIBLE - ---__ STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION REMAIN THE PROPERTY OF THE DESIGNER AND NO PART THEREOF SHALL BE COPIED, DISCLOSED
<br />�a AT HM. HOLLOW METAL 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED
<br />CENTERLINE HORZ. HORIZONTAL LY \\ REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT WRITTEN CONSENT.
<br />( ) I NORTH ARROW A. GOVERNING MUNICIPAL REGULATORY AGENCIES VISUAL CONTACT WITH THESE PLANS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE
<br />CHANNEL HB. HOSE BIBB B. LOCAL, STATE AND FEDERAL CODES EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
<br />0 DIAMETER OR ROUND HR. HOUR % 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ANY
<br />_JL PERPENDICULAR OR STRUCTURAL TEE INCL. INCLUDING _- DISCREPANCIES TO THE OWNER PRIOR TO BEGINNING WORK. CONTRACTORS SHALL VERIFY AND
<br /># NUMBER OR POUND INSUL. INSULATE D - - -- BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE
<br />( ) ( ING ) ( TION ) APPLICABLE CODES: NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE
<br />ABV. ABOVE INT. INTERIOR STANDARD FLORIDA BUILDING CODE FLORIDA BUILDING CODE 2020 7th ED. DRAWINGS.
<br />ACOUS./ACT ACOUSTICAL TILE JB JUNCTION BOX (ES) ROOM NAME, STANDARD FLORIDA PLUMBING CODE FLORIDA BUILDING CODE 2020 7th ED. 3. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE INTENDED TO
<br />ADJ. ADJUSTABLE JC JANITORS CLOSET ROOM NAME & STANDARD FLORIDA MECHANICAL CODE FLORIDA BUILDING CODE 2020 7th ED. CONVEY THE GENERAL INTENT OF THE WORK IN SCOPE AND LAYOUT. THEY ARE NOT INTENDED TO
<br />0000 SQ FT STANDARD FLORIDA FUEL GAS CODE FLORIDA BUILDING CODE 2020 7th ED. SHOW IN MINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF
<br />A/C AIR CONDITIONING JCT. JUNCTION - NUMBER -SEE NFPA 70 NATIONAL ELECTRIC CODE 2017 NEC EXECUTION OF THE WORK, BUT IS UNDERSTOOD THAT SUCH DETAILS ARE PART OF THIS WORK.
<br />A.F.F. ABOVE FINISHED FLOOR JT. JOINT L302] FINISH SCHEDULE FLORIDA FIRE PREVENTION CODE 2020 7th ED. & CURRENT ADOPTED CODES & 4. NO WORK IS TO BE INSTALLED PRIOR TO THE SUBMISSION AND APPROVAL OF APPROPRIATE AND
<br />ALT. ALTERNATE L. LENGTH _ - STANDARDS BY THE STATE OF FLORIDA REQUIRED SHOP DRAWINGS, SAMPLES, ETC. AS DESCRIBED IN THE CONTRACT DOCUMENTS.
<br />- - - 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND FINISHED PRODUCT. ANY
<br />AL. ALUMINUM LAM. LAMINATE (D) _ NFPA 1 AND NFPA 101 FLORIDA EDITION 2018 EDITION ITEMS NOT SPECIFIED, OR IDENTIFIED, BUT REQUIRED TO COMPLETE AN ASSEMBLY, SYSTEM, ETC.
<br />DOOR NUMBER -
<br />ALUM. ALUMINUM LAV. LAVATORY FLORIDA ACCESSIBILITY CODE FLORIDA BUILDING CODE 2020 7th EDSHALL BE CONSIDERED PART OF THIS CONTRACT.
<br />.
<br />100A) SEE DOOR 6. THE CONTRACTORS SHALL COORDINATE AND ASSURE THEMSELVES THAT ALL ITEMS OF WORK
<br />A.S.T.M. AMERICAN SOCIETY TESTING MATERIALS LG. LAMINATED GLASS _ EXISTING FLORIDA BUILDING CODE FLORIDA BUILDING CODE 2020 7th ED. A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION LDG. LEADED GLASS SCHEDULE WILL FIT AND FUNCTION IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS AND THAT
<br />--- -- - 3. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS REPORT. OBTAIN INDIVIDUAL PIECES OF THE SAME AND DIFFERENT SYSTEMS WILL PROPERLY FUNCTION IN
<br />A.I.A. AMERICAN INSTITUTE OF ARCHITECTS LL. LIVE LOAD FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT IF NECESSARY. CONFORMANCE WITH THE MANUFACTURER AND INDUSTRY STANDARD REQUIREMENTS.
<br />AB. ANCHOR BOLT LT.WT. LIGHT WEIGHT WINDOW NUMBER - 4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE, INSIDE OR OUTSIDE THE LIMIT OF
<br />ANOD. ANODIED MANUF. MANUFACTURE (ER) 100A '% SEE WINDOW BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. WORK DUE TO OPERATIONS. THE CONTRACTOR SHALL RESTORE ALL DAMAGED AREAS OR ITEMS
<br />ARCH. ARCHITECT URAL MARB. MARBLE SCHEDULE 5. IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL
<br />( ) _ ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE PROVIDE ALL TEMPORARY PROTECTION AS REQUIRED TO PROPERLY SECURE THE BUILDING FROM
<br />A.R. AS REQUIRED MAS. MASONRY REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. INTRUDERS, ANIMALS, AND THE ELEMENTS.
<br />AUTO. AUTOMATIC M.O. MASONRY OPENING COLUMN GRID ! 6. ALL TRADES SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF TRADE -SPECIFIC PERMITS, 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EXISTING MATERIAL OR SYSTEM INTEGRATED
<br />A.N.S.I. AMERICAN NATIONAL STANDARDS INSTITUTE MAX. MAXIMUM 1 J INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, AND WITH SCOPE OF WORK FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND OBJECTIVES
<br />REFERENCE THE OCCUPANCY OF THE WORK. OF THIS PROJECT. ALL CLEARANCES AND CONFLICTS OF ANY AND ALL CONSTRUCTION; FRAMING/
<br />AWWM. ALIGN WITH WINDOW MULLION MG. MIRROR GLASS 7. EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD -COORDINATE THE MECHANICAL/ PLUMBING/ ELECTRICAL/ ETC REQUIRED SHALL BE ADJUSTED FOR PROPER FIT,
<br />BKSPL. BACK SPLASH MIN. MINIMUM -- - - - - CORRECTIVE ACTION AS REQUIRED. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER ACCESSIBILITY AND FUNCTION.
<br />BSMT. BASEMENT MR. MOISTURE RESISTANT PARTITION TYPE - OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES NOT
<br />P-1 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN IDENTIFIED, INDICATED OR DESCRIBED IN THE DRAWINGS. INDIVIDUAL CONTRACTORS SHALL BE
<br />BRG. BEARING MTD. MOUNTED SEE SHEET A000 OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHITECT/DESIGNER TO CONFIRM ALL DISCREPANCIES. RESPONSIBLE FOR THE CONFORMANCE OF THEIR DESIGN AND EXECUTION TO ALL APPLICABLE
<br />BM. BEAM MTL. METAL -- - 9. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT IN ACCORDANCE LOCAL, STATE AND FEDERAL BUILDING CODES AND ORDINANCES, ZONING BYLAWS AND
<br />BTWN. BETWEEN MECH. MECHANIC (AL) - WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY GOVERNING AGENCIES AS WELL AS OSHA, NFPA AND THE HEALTH ACTS. THE CONTRACTOR SHALL
<br />BIT. BITUMINOUS MAT. MATERIAL FONC. FLOOR FINISH TAG WORK BY CONTRACTOR. COORDINATE ALL N.I.C., OWNER SUPPLIED, AND FURNISHED ITEMS AS REQUIRED.
<br />10. CONFIRM ALL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/OR CONSTRUCTION 10. THE CONTRACTOR SHALL WORK IN A CLEAN, ORGANIZED, AND PROFESSIONAL MANNER AND SHALL
<br />BLK. BLOCK MISC. MISCELLANEOUS - - - - 11. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE BE RESPONSIBLE FOR MAINTAINING THE SAFETY AND SECURITY OF THE SITE DURING
<br />BLKG. BLOCKING NFPA NATIONAL FIRE PROTECTION AGENCY EL. 30'-3" PURPOSE OF COORDINATION OF THE ARCHITECT/DESIGNER'S WORK. CONSTRUCTION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF TRASH
<br />ELEVATION MARK - - - FROM THE SITE, ON A WEEKLY BASIS, AT A MINIMUM, AND MAINTAIN A SAFE AND ORDERLY
<br />BD. BOARD N. NORTH TOP OF BEAM CONDITION.
<br />BOT. BOTTOM NTS NOT TO SCALE TERMITE PROTECTION NOTES 12• MATERIALS SPECIFIED ARE FOR CONFIGURATION, QUALITY, AND PERFORMANCE. DEMONSTRATED
<br />BRK. BRICK NEC NATIONAL ELECTRIC CODE EQUALS WILL BE AMENABLE AND ACCEPTABLE WITH OWNER'S WRITTEN APPROVAL (UNLESS
<br />2 --- -- - - - - OTHERWISE NOTED IN CONTRACT DOCUMENTS.
<br />BLDG. BUILDING NR NON FIRE RATED PER FLORIDA BUILDING CODE 2020 7TH EDITION 14. COORDINATE ALL DIMENSIONS OR EQUIPMENT AND BUILT IN ITEMS WITH FINAL PLACEMENT
<br />BU. BUILT-UP NSF NATIONAL ANITATION FOUNDATION - - - - - LOCATIONS AS -BUILT CONDITIONS.
<br />CO. CLEAN OUT OSHA OCCUPATIONAL SAFETY AND HEALTH ADMIN. 1 SOIL CHEMICAL BARRIER METHOD 15. ALL MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS
<br />CPT. CARPET OC. ON CENTER 5 3 INTERIOR 1. "A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION SPECIFICATIONS AND RELATED TRADE PRACTICES OR STANDARDS. THE PREPARATIONS AND
<br />) 30
<br />ED
<br />( ELEVATION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR WATER MODIFICATIONS OF UNDERLYING CONDITIONS SHALL BE COMPLETE AND READY FOR THE NEXT
<br />C.B. CATCH BASIN OPG. OPENING MARK HEATER OR ELECTRICAL PANEL." TRADE OR PRODUCT. ALL WORK SHALL BE IN CONFORMANCE WITH GOOD TRADE PRACTICE AND
<br />CTR. CENTER OA. OVERALL 4 2. "CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDE PERFORMED BY SKILLED WORKERS, TRAINED IN THE INSTALLATION OF THE PRODUCT BEING
<br />CLG. CEILING OD. OUTSIDE DIAMETER ___ - WALLS." INSTALLED. WORK NOT CONFORMING TO THESE REQUIREMENTS SHALL BE CAUSE FOR REJECTION.
<br />C.F.C.I, FURNISHED INSTALLED O.F.O.I. OWNER FURNISHED OWNER INSTALLED PLAN NOTE 3. "IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED SATISFACTORY REMEDIES MAY INVOLVE COMPLETE REMOVAL AND REPLACEMENT OF DEFECTIVE
<br /># WITHIN V-0" OF BUILDING SIDE WALLS." WORK OR MATERIAL AT THE CONTRACTORS EXPENSE.
<br />CEM. CEMENT O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED NUMBER 4. "TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH 16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED DRAWINGS, CALCULATIONS
<br />C.T. CERAMIC TILE O.H. OPPOSITE HAND -- GRADE SHALL NOT BE LESS THAN 6 INCHES." EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS AND DIAGRAMS FOR PLUMBING, MECHANICAL AND ELECTRICAL PERMITS AND TO INSTALL
<br />CHAM. CHAMFER OWG. ONE WAY GLASS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. REQUIRED COMPONENTS TO MEET ALL APPLICABLE CODES.
<br />CHN LNK CHAIN LINK PNT PAINT # LOUVER MARK 5. "INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE." 17. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED DRAWINGS, CALCULATIONS,
<br />6. "SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR DIAGRAMS AND CERTIFICATION FOR CONTRACTOR SUPPLIED SYSTEMS FOR REQUIRED
<br />C.I. CAST IRON PTD. PAPER TOWEL DISPENSER FORMED." PERMITTING AND AS REQUIRED TO MEET ALL APPLICABLE CODES.
<br />C.I.P. CAST IN PLACE PL PROPERTY LINE 7. "BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE 18. IN THE EVENT OF A CONFLICT WITH ITEMS OR SYSTEMS SPECIFIED OR DETAILED IN MORE THAN
<br />WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT ONE LOCATION, THE CONTRACTOR SHALL PROVIDE THE MORE EXPENSIVE OR HIGHER QUALITY
<br />CIR. CIRCLE PLAM PLASTIC LAMINATE # (` REVISION MARK WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT." ITEM AT NO COST TO THE OWNER.
<br />CIRCUM. CIRCUMFERENCE PLYWD PLYWOOD r r' 8. "MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAIN FALL DILUTION. IF RAIN 19. THE CONTRACTOR IS ADVISED THAT THE OWNER AND OTHER CONTRACTORS MAY BE PERFORMING
<br />CLR. CLEARANCE P/CF POUND PER CUBIC FOOT "" FALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREAT AS REQUIRED." WORK DURING THE PERFORMANCE OF HIS WORK. COMPLETE COOPERATION AND COORDINATION
<br />COL. COLUMN P/LF POUNDS PER LINEAR FOOT 9. "CONCRETE OVERPOUR AND MORTAR ALONG FOUNDATION PERIMETER MUST BE REMOVED BEFORE IS REQUIRED.
<br />1 EXTERIOR SOIL TREATMENT." 20. ANY CONTRACTOR, SUBCONTRACTOR, INDIVIDUAL, COMPANY, OR THEIR DESIGNEES PERFORMING
<br />CONIC. CONCRETE P/SF POUNDS PER SQUARE FOOT 10. "SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE WORK OR SERVICES FOR THIS PROJECT, BE IT FOR MATERIALS, LABOR OR BOTH SHALL BE
<br />CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH ,A300' - - STRUCTURE SIDEWALLS." RESPONSIBLE FOR THE DETAILED EXAMINATION OF EXISTING CONDITIONS AT THE SITE, AS
<br />CONST. CONSTRUCTION PT. POINT ( DETAIL MARK 11. "AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INDICATED IN DRAWINGS, OR IN OTHER INFORMATION AVAILABLE FROM A PUBLIC AGENCY OR
<br />INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE CHEMICAL BARRIER IS APPLIED, UTILITY COMPANY. NO CONSIDERATION SHALL BE GIVEN FOR CLAIMS MADE AS A RESULT OF
<br />CONTR. CONTRACTOR P.T. PRESSURE TREATED I SHALL BE RETREATED." FAILURE TO UNDERSTAND, IDENTIFY OR ESTABLISH EXISTING CONDITIONS. ANY DAMAGE TO
<br />CONT. CONTINUOUS OR CONTINUE R FIRE RATED - 12. "ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT." EXISTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED AT HIS OWN
<br />CJT CONTROL JOINT RAD. RADIUS, ,X, 13. "A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENCE PEST EXPENSE.
<br />INSULATION CONTROL COMPANY BE FOR CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF 21. THE CONTRACTOR SHALL SUPPLY ALL ITEMS IDENTIFIED TO BE PROVIDED IN THE SPECIFICATIONS
<br />CTPG CLEAR TEMPERED PLATE GLASS RE: REFERENCE OR SEE COMPLIANCE SHALL STATE:'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OR THE DRAWING INDEPENDENT OF BEING INDICATED WITHIN THE OTHER.
<br />CTR COUNTER REF. REFERENCE - - OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS OF THE FLORIDA 22. CONTRACTOR TO PROVIDE'UTILIGUARD SYSTEM' ENERGY MANAGEMENT SYSTEMS OR APPROVED
<br />CW COLD WATER REINF. REINFORCING ! BUILDING DEPARTMENT OF AGRICULTURE AND CUSTOMER SERVICES." EQUAL ON ALL ELECTRICAL POWER PANELS FOR ENERGY/GREEN SYSTEMS.
<br />DCD CASE DRAIN REQ'D. REQUIRED 14. "AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW WITHIN 1'-01, OF
<br />CONCRETE THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER
<br />D.F. DRINKING WATER FOUNTAIN REV. REVISION (S) (REVISED) a CELLULOSE CONTAINING MATERIAL."
<br />DTL DETAIL RO ROUGH OPENING 15. "NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'*0" OF ANY
<br />DIA DIAMETER R/W RIGHT OF WAY BUILDING OR PROPOSED BUILDING."
<br />DIM DIMENSION SCH. SCHEDULE - - -
<br />DS DOWN SPOUT SHT. SHEET DWG DRAWING SC. SOLID CORE STUCCO, PLASTER GENERAL NOTES
<br />DL. DOWN LEADER S. SOUTH OR G.W.B.
<br />DN DOWN SSBC SOUTHERN STANDARD BUILDING CODE (S)
<br />- - -- 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO PREPARATION OF HIS 14. SPECIFICATIONS AND REQUIREMENTS INDICATED ON STRUCTURAL, MECHANICAL,
<br />EA. EAST SPEC. SPECIFICATION ( BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH CONDITIONS OF THE PLUMBING AND ELECTRICAL DRAWINGS ARE CONSIDERED MINIMUM ACCEPTABLE
<br />E EACH S.S. STAINLESS STEELL CONSTRUCTION AREA AND WORK REQUIRED TO PERFORM THE WORK OF CRITERIA AND MAY BE SUPERCEDED BY MORE STRINGENT CRITERIA REQUIRED AS
<br />E.H.D. ELECTRIC HAND DRYER S/S SANITARY SEWER BRICK BLOCK THIS CONTRACT. OBTAIN DIMENSIONS BY CALCULATION, . IF DIMENSIONS PART OF ARCHITECTURAL DOCUMENTS. CONTRACTOR SHALL NOTIFY THE ARCHITECT
<br />ELEC ELECTRIC SPG SPANDRELITE PANEL GLASS r ELEV. ARE IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM FOR ANY POSSIBLE CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCING THE
<br />EL ELEVATION STD STANDARD - - - THE DO NOT SCALE THE DRAWINGS ARCHITECT PRIOR TO CONTINUING SPECIFIC WORK.
<br />ELEV ELEVATION STL. STEEL IN,
<br />CONSTRUCTION OF THE AREA IN QUESTION. 15. CONTRACTOR TO COORDINATE AND VERIFY ALL EXTERIOR WALL CONTROL AND
<br />E. RUW. EACH WAY SEQUAL STSTORAGE
<br />E.T & B TOP AND BOTTOM 2. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1606 EXPANSION JOINTS PRIOR TO THE COMMENCEMENT OF SPECIFIC WORK.
<br />USP. STRUCTURE (AL) GRADE/EARTH OF THE 2020 FLORIDA BUILDING CODE. 16. ALL GLASS TO BE TEMPERED PER CODE ADJACENT TO DOORS, ETC.
<br />E.W.H. ELECTRIC WATER HEATER T &E.W.C. ELECTRIC WATER COOLER SUSPENDED I3. ALL DIMENSION ARE TAKEN FROM FACE OF MASONRY OR STUD UNLESS 17. PROVIDE DURAROCK TILE BACKER BOARD @a ALL LOCATIONS SCHEDULED FOR TILE
<br />NOTED OTHERWISE. FINISH
<br />EJ J EXHAUST T.M. TO MATCH 4. ALL CONDUIT, PIPING, AND DUCTWORK PENETRATING ANY RATED 18. PROVIDE VINYL BASE Qa ALL WALLS UNLESS OTHERWISE SPECIFIED/NOTED.
<br />EJJT/E.J. EXPANSION JOINT T.M.E. TO MATCH EXISTING ASSEMBLY; FLOOR, CEILING OR WALL SHALL HAVE AN APPROVED FIRE 19. PROVIDE CASING BEADS Qa ALL STUCCO AND DRYWALL TRANSITIONS TO DIFFERENT
<br />EXP. EXPOSED T.O.C. TOP OF CONCRETE 1 1 BUILDING SECTION RATED ASSEMBLY FOR THE SPECIFIC APPLICATION. MATERIAL. PROVIDE SEALANT JOINT W/ BACKER ROD OR BOND BREAK. TYPICAL
<br />EXIST.EXTG. EXISTING TOH. TOTAL DYNAMIC HEAD A300' A30p/ MARK 5. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE LOCATED ON SITE UNLESS NOTED OTHERWISE.
<br />EXTERIOR T.O.M. TOP OF MASONRY
<br />FA FIRE ALARM T.O.R.F. TOP OF ROOF PERIMETER - PER ARCHITECTURAL OR CIVIL DRAWINGS. 20. PROVIDE CORNER BEADS Qa ALL STUCCO & DRYWALL RETURNS.
<br />FA
<br />FE. FIRE EXTINGUISHER T.O.R.D. TOP OF ROOF DECK - - - - 6. ALL LUMBER IN CONTACT WITH THE SOIL, CONCRETE, MASONRY, OR AS 21. EXTEND ALL NON BEARING WALLS TO 4" ABOVE FINISH CEILING UNLESS NOTED
<br />F. CLG/ T.O.W. TOP OF WALL INDICATED OR REQUIRED SHALL BE PRESSURE PRESERVATIVE TREATED. OTHERWISE
<br />FIN. CEIL. FINISH CEILING TTPG TINTED TEMPERED PLATE GLASS 7. ALL EXTERIOR STEEL STUD CONSTRUCTION SHALL BE MINIMUM 20 GAGE 22. PROVIDE CONTROL JOINTS BETWEEN DIFFERENT CONSTRUCTION TYPES. I.E. METAL
<br />' WITH A MAXIMUM SPACING OF 24" O.C. ALL INTERIOR STEEL STUD FRAMING AND C.I.P. OR C.M.U. CONSTRUCTION.
<br />F.F./FIN. FL. FINISH FLOOR T. OF F. TOP OF FOUNDATION A30Q WALL SECTION CONSTRUCTION SHALL BE MINIMUM 25 GAGE WITH A MAXIMUM SPACING OF 23. ALL FINISHES SHALL BE PROTECTED WHERE INDICATED AS FINAL FINISH. THE
<br />FIN. FINISH (ED) TEL. TELEPHONE MARK 24" O.C. WITH NO EXCEPTION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO PRODUCE A UNIFORM
<br />FLASH. FLASHING TV. TELEVISION -_ - 8. AT ALL PERIMETER STOREFRONT WINDOW FRAMING PROVIDE CLOSED END FINISH.
<br />FLR. FLOOR (ING) T & G TONGUE AND GROOVE -- FLAT POCKET FILLER. 24. PROVIDE STEEL TROWEL FINISH AT ALL BEAM DETAILS WINDOW SILLS AND UPPER
<br />FLUOR FLUORESCENT TYP. TYPICAL 1 '
<br />- I - DETAIL MARK 9. AT ALL PERIMETER STOREFRONT FRAME ASSEMBLIES PROVIDE MIN. I" SHIM. ROOF AND COLUMN CAPS UNLESS NOTED OTHERWISE.
<br />FOC. FACE OF CONCRETE U.N.O. UNLESS NOTED OTHERWISE �A300, STOREFRONT TO BE CLEANED OF ALL FOREIGN DEBRIS, I.E. STUCCO, PRIOR 25. EXTERIOR PAINT - 2 COLOR LOCATIONS - TO BE DETERMINED BY ARCHITECT/OWNER.
<br />FOF. FACE OF FINISH V.B. VAPOR BARRIER -
<br />- - - TO SEALANT APPLICATION. 26. ARCHITECT SHALL BE INDEMNIFIED, HELD HARMLESS FOR ANY HURT, LOSS, OR
<br />FOFM FACE OF FINISHED MASONRY VERT. VERTICAL 10. HIGH PERFORMANCE STOREFRONT WINDOW SILL TO BE EXTRUDED DAMAGE DUE TO ANY AND ALL OWNER FINISH SELECTIONS.
<br />FOS FACE OF STUDS VCT. VINYL COMPOSITION TILE ALUMINUM WITH CLOSED END PAN. 27. CONTROL OF CONSTRUCTION SITE: KEESEE ASSOCIATES (KA) AND/OR ENGINEER OF
<br />F.O.SFACE OF SHEATHING VP VENEER PLASTER 11.SEE FLOOR PLANS AND REFLECTED CEILING PLANS FOR SPECIFIC RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE, INCLUDING
<br />F.O.S.M. FACE OF STRUCTURAL MASONRY VTR. VENT THRU ROOF ELEVATIONS AND DETAILS. VENTILATION OF THE BUILDING AND THEREBY ASSUME NO RESPONSIBILITY FOR THE
<br />FTG. FOOTING W/ WITH 12.INSTALL THRESHOLDS AT ALL EXTERIOR DOORS, AT FIRE RATED DOORS, INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON. KA AND/OR FOR
<br />FT. FOOT W. WIDTH OR WEST AND DOORS BETWEEN AIR CONDITIONED & NON AIR CONDITIONED SPACES HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE TO PROTECT
<br />GALV. GALVANIZED WC. WATER CLOSET AND WHERE MATERIALS CHANGE ON EITHER SIDE. THE RESIDENCE, EXISTING BUILDINGS AND ANY ADJOINING SPACES OR SITES,
<br />G.I. GALVANIZED IRON W. HTR. WATER HEATER ! 13.ALL SOFFIT SYSTEMS, ROOF SYSTEMS AND WINDOW SYSTEMS TO MEET ALL CONSTRUCTION SITE, MATERIALS, EQUIPMENT, OR ANY OTHER THING, FROM
<br />GD. GRADE (GRADING) WNDW WINDOW UPLIFT AND SHAPE CRITERIA AS REQUIRED BY CODES. MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER PERIL
<br />GEN. GENERAL WO WITHOUT OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE
<br />GYP./GWB GYPSUM WALL BOARD WD WOOD PERIOD OF TIME DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER
<br />H OR HT. HEIGHT WG WIRE GLASS CONSTRUCTION AND KA AND/OR FOR HAS NO DUTY TO TAKE ANY ACTION OR
<br />HDW. HARDWARE WT. WEIGHT PREVENTIVE MEASURES TO PROTECT UCH PROPERTY AGAINST ANY SUCH PERIL AT
<br />HDR. HEADER WP. WATER PROOFING ANY TIME FOR ANY REASON.
<br />HVAC. HEATING/VENTILATING/AC WWF. WELDED WIRE FABRIC
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<br />THIS DOCUMENT AND/OR THE DESIGN CONCEPT:
<br />EXPRESSED HEREIN ARE THE PROPERTY OF
<br />KEESEE ASSOCIATES AND ALL RIGHTS OF
<br />OWNERSHIP, INCLUDING COPYRIGHT OF
<br />INTELLECTUAL PROPERTY, ARE RESERVED. THE
<br />REPRODUCTIONS, COPYING, OR USE OF THIS
<br />DOCUMENT AND/OR THE DESIGN CONCEPT
<br />WITHOUT THE WRITTEN CONSENT OF KEESEE
<br />ASSOCIATES IS STRICTLY PROHIBITED AND
<br />PROTECTED BY UNITED STATES AND
<br />REV. REV. REV.
<br />NO. DESC. DATE
<br />REVISIONS
<br />Project Number: 21-7431
<br />Date: 1 /25/2022 8:53:37 AM
<br />Issue Date: 01/2622
<br />Reviewed By: SGT
<br />Drawn By: NG
<br />Scale:
<br />Sheet Name:
<br />ABBREVIATIONS,
<br />LEGENDS, & NOTES
<br />Sheet No.
<br />
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