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ABBREVIATIONS
<br />LEGEND OF SYMBOLS
<br />PROJECT REQUIREMENTS & COMPLIANCE
<br />PROJECT NOTES
<br />& AND HM. HOLLOW METAL
<br />L ANGLE HORZ. HORIZONTAL (LY)
<br />rx AT HB. HOSE BIBB
<br />`r CENTERLINE HR. HOUR
<br />C CHANNEL INCL. INCLUDING
<br />0 DIAMETER OR ROUND INSUL. INSULATE (D) (ING) (TION)
<br />I PERPENDICULAR OR STRUCTURAL TEE INT. INTERIOR
<br /># NUMBER OR POUND JB JUNCTION BOX (ES)
<br />ABV. ABOVE JC JANITORS CLOSET
<br />ACOUS./ACT ACOUSTICAL TILE JCT. JUNCTION
<br />ADJ. ADJUSTABLE JT. JOINT
<br />A/C AIR CONDITIONING L. LENGTH
<br />A.F.F. ABOVE FINISHED FLOOR LAM. LAMINATE(D )
<br />ALT. ALTERNATE LAV. LAVATORY
<br />AL. ALUMINUM LG. LAMINATED GLASS
<br />ALUM. ALUMINUM LDG. LEADED GLASS
<br />A.S.T.M. AMERICAN SOCIETY TESTING MATERIALS LL. LIVE LOAD
<br />A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION LT.WT. LIGHT WEIGHT
<br />A.I.A. AMERICAN INSTITUTE OF ARCHITECTS MANUF. MANUFACTURE (ER)
<br />AB. ANCHOR BOLT MARB. MARBLE
<br />ANOD. ANODIZED MAS. MASONRY
<br />ARCH. ARCHITECT(URAL) M.O. MASONRY OPENING
<br />A.R. AS REQUIRED MAX. MAXIMUM
<br />AUTO. AUTOMATIC MG. MIRROR GLASS
<br />A.N.S.I. AMERICAN NATIONAL STANDARDS INSTITUTE MIN. MINIMUM
<br />AWWM. ALIGN WITH WINDOW MULLION MR. MOISTURE RESISTANT
<br />BKSPL. BACK SPLASH MTD. MOUNTED
<br />BSMT. BASEMENT MTL. METAL
<br />BRG. BEARING MECH. MECHANIC (AL)
<br />BM. BEAM MAT. MATERIAL
<br />BTWN. BETWEEN MISC. MISCELLANEOUS
<br />BIT. BITUMINOUS NFPA NATIONAL FIRE PROTECTION AGENCY
<br />BLK. BLOCK N. NORTH
<br />BLKG. BLOCKING NTS NOT TO SCALE
<br />BD. BOARD NEC NATIONAL ELECTRIC CODE
<br />BOT. BOTTOM NR NON FIRE RATED
<br />BRK. BRICK NSF NATIONAL SANITATION FOUNDATION
<br />BLDG. BUILDING OSHA OCCUPATIONAL SAFETY AND HEALTH ADMIN.
<br />BU. BUILT-UP OC. ON CENTER
<br />CO. CLEAN OUT OPG. OPENING
<br />CPT. CARPET (ED) OPT OPTION
<br />C.B. CATCH BASIN OA. OVERALL
<br />CTR. CENTER OD. OUTSIDE DIAMETER
<br />CLG. CEILING O.F.O.I. OWNER FURNISHED OWNER INSTALLED
<br />C.F.C.I. CONTRACTOR FURNISHED CONTRACTOR INSTALLED O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED
<br />CEM. CEMENT O.H. OPPOSITE HAND
<br />C.T. CERAMIC TILE OWG. ONE WAY GLASS
<br />CHAM. CHAMFER PNT PAINT
<br />CHN LNK CHAIN LINK PTD. PAPER TOWEL DISPENSER
<br />C.I. CAST IRON PL PROPERTY LINE
<br />C.I.P. CAST IN PLACE PLAM PLASTIC LAMINATE
<br />SYMBOL
<br />DESCRIPTION
<br />1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE
<br />ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING
<br />JURISDICTION
<br />2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE
<br />WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE:
<br />A. GOVERNING MUNICIPAL REGULATORY AGENCIES
<br />B. LOCAL STATE AND FEDERAL CODES
<br />APPLICABLE CODES .
<br />STANDARD FLORIDA BUILDING CODE FLORIDA BUILDING CODE 2020 7th ED.
<br />STANDARD FLORIDA PLUMBING CODE FLORIDA BUILDING CODE 2020 7th ED.
<br />STANDARD FLORIDA MECHANICAL CODE FLORIDA BUILDING CODE 2020 7th ED.
<br />STANDARD FLORIDA FUEL GAS CODE FLORIDA BUILDING CODE 2020 7th ED.
<br />NFPA 70 NATIONAL ELECTRIC CODE 2017 NEC
<br />FLORIDA FIRE PREVENTION CODE 2020 7th ED. & CURRENT ADOPTED CODES
<br />and STANDARDS BY THE STATE OF FLORIDA
<br />NFPA 1 AND NFPA 101 FLORIDA EDITION 2018 EDITION
<br />FLORIDA ACCESSIBILITY CODE FLORIDA BUILDING CODE 2020 7th ED.
<br />EXISTING FLORIDA BUILDING CODE FLORIDA BUILDING CODE 2020 7th ED.
<br />3. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE
<br />SOILS REPORT. OBTAIN FROM THE OWNER THE CURRENT COPY OF THE SOILS
<br />INVESTIGATION REPORT IF NECESSARY.
<br />4.ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR
<br />AND ALL AREAS SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING
<br />CONSTRUCTION.
<br />5IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND
<br />.
<br />INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO
<br />CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF
<br />SAID AUTHORITY.
<br />6. ALL TRADES SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF
<br />TRADE -SPECIFIC PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE
<br />EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE WORK.
<br />7. EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
<br />FIELD -COORDINATE THE CORRECTIVE ACTION AS REQUIRED. THE GENERAL
<br />CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL CONFLICTS AND
<br />DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID WORK.
<br />8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE
<br />DRAWINGS SHALL GOVERN OVER SMALLER -SCALED DRAWINGS. CONTACT
<br />ARCHITECT/DESIGNER TO CONFIRM ALL DISCREPANCIES.
<br />9. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK
<br />PERFORMED NOT IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR
<br />MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY WORK BY
<br />CONTRACTOR.
<br />10. CONFIRM ALL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/OR
<br />CONSTRUCTION
<br />11. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS
<br />SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT/DESIGNER'S WORK.
<br />1. THE SPECIFICATION, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED HEREIN
<br />ARE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER AND NO PART THEREOF
<br />SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK
<br />OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN
<br />PREPARED AND DEVELOPED WITHOUT WRITTEN CONSENT. VISUAL CONTACT WITH
<br />THESE PLANS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
<br />ACCEPTANCE OF THESE RESTRICTIONS.
<br />2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT
<br />ANY DISCREPANCIES TO THE OWNER PRIOR TO BEGINNING WORK. CONTRACTORS
<br />SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB
<br />AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND
<br />CONDITIONS SHOWN BY THESE DRAWINGS.
<br />3. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE
<br />INTENDED TO CONVEY THE GENERAL INTENT OF THE WORK IN SCOPE AND LAYOUT.
<br />THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY AND ALL ACCESSORIES
<br />INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT IS UNDERSTOOD THAT
<br />SUCH DETAILS ARE PART OF THIS WORK.
<br />4. NO WORK IS TO BE INSTALLED PRIOR TO THE SUBMISSION AND APPROVAL OF
<br />APPROPRIATE AND REQUIRED SHOP DRAWINGS, SAMPLES, ETC. AS DESCRIBED IN THE
<br />CONTRACT DOCUMENTS.
<br />5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND FINISHED
<br />PRODUCT. ANY ITEMS NOT SPECIFIED, OR IDENTIFIED, BUT REQUIRED TO COMPLETE AN
<br />ASSEMBLY SYSTEM ETC. SHALL BE CONSIDERED PART OF THIS CONTRACT.
<br />' '
<br />6. THE CONTRACTORS SHALL COORDINATE AND ASSURE THEMSELVES THAT ALL ITEMS
<br />OF WORK WILL FIT AND FUNCTION IN ACCORDANCE WITH THE INTENT OF THESE
<br />DOCUMENTS AND THAT INDIVIDUAL PIECES OF THE SAME AND DIFFERENT SYSTEMS WILL
<br />PROPERLY FUNCTION IN CONFORMANCE WITH THE MANUFACTURER AND INDUSTRY
<br />STANDARD REQUIREMENTS.
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE, INSIDE OR OUTSIDE
<br />THE LIMIT OF WORK DUE TO OPERATIONS. THE CONTRACTOR SHALL RESTORE ALL
<br />DAMAGED AREAS OR ITEMS TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO
<br />THE OWNER. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY PROTECTION AS
<br />REQUIRED TO PROPERLY SECURE THE BUILDING FROM INTRUDERS ANIMALS AND THE
<br />ELEMENTS.
<br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EXISTING MATERIAL OR SYSTEM
<br />INTEGRATED WITH SCOPE OF WORK FOR CONFORMANCE WITH THE CONTRACT
<br />DOCUMENTS AND OBJECTIVES OF THIS PROJECT. ALL CLEARANCES AND CONFLICTS OF
<br />ANY AND ALL CONSTRUCTION; FRAMING/ MECHANICAL/ PLUMBING/ ELECTRICAL/ ETC
<br />REQUIRED SHALL BE ADJUSTED FOR PROPER FIT, ACCESSIBILITY AND FUNCTION.
<br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES
<br />NOT IDENTIFIED, INDICATED OR DESCRIBED IN THE DRAWINGS. INDIVIDUAL
<br />CONTRACTORS SHALL BE RESPONSIBLE FOR THE CONFORMANCE OF THEIR DESIGN AND
<br />EXECUTION TO ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES AND
<br />ORDINANCES, ZONING BYLAWS AND GOVERNING AGENCIES AS WELL AS OSHA, NFPA
<br />AND THE HEALTH ACTS. THE CONTRACTOR SHALL COORDINATE ALL N.I.C., OWNER
<br />SUPPLIED, AND FURNISHED ITEMS AS REQUIRED.
<br />10. THE CONTRACTOR SHALL WORK IN A CLEAN, ORGANIZED, AND PROFESSIONAL
<br />MANNER AND SHALL BE RESPONSIBLE FOR MAINTAINING THE SAFETY AND SECURITY OF
<br />THE SITE DURING CONSTRUCTION.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF TRASH FROM
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<br />REFERENCE
<br />THIS DOCUMENT AND/ORTHE DESIGN
<br />CONCEPTS EXPRESSED HEREIN ARE THE
<br />PROPERTY OF KEESEE ASSOCIATES AND
<br />ALL
<br />ALL RIGHTS OF OWNERSHIP, INCLUDING
<br />OF INTELLECTUAL PROPERTY,
<br />ARE RESERVED THE REPRODUCTIONS,
<br />COPYING, OR USE OF THIS DOCUMENT
<br />AND/OR THE DESIGN CONCEPT WITHOUT
<br />THE WRITTEN CONSENT OF KEESEE
<br />ASSOCIATES IS STRICTLY PROHIBITED AND
<br />PROTECTED BY UNITED STATES AND
<br />INTERNATIONAL LAW.
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<br />ELEVATION MARK
<br />TOP OF BEAM
<br />2
<br />5 1 3
<br />300
<br />4
<br />INTERIOR ELEVATION
<br />MARK
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<br />PLAN NOTE NUMBER
<br />#
<br />LOUVER MARK
<br />#
<br />REVISION MARK
<br />CIR. CIRCLE PLYWD PLYWOOD
<br />CIR UM CLEARANCE FERENCE PNL PANEL POUND PER CUBIC FOOT
<br />COL. COLUMN P/LF POUNDS PER LINEAR FOOT
<br />CONC. CONCRETE P/SF POUNDS PER SQUARE FOOT
<br />CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH
<br />CONST. CONSTRUCTION PT. POINT
<br />CONTR. CONTRACTOR P.T. PRESSURE TREATED
<br />CONT. CONTINUOUS OR CONTINUE R FIRE RATED
<br />CJT CONTROL JOINT RAD. RADIUS
<br />CTPG CLEAR TEMPERED PLATE GLASS RE: REFERENCE OR SEE
<br />CTR COUNTER REF. REFERENCE
<br />CW COLD WATER REFRIG. REFRIGERATOR
<br />DCD CASE DRAIN REINF. REINFORCING
<br />D.F. DRINKING WATER FOUNTAIN REQ'D. REQUIRED
<br />DTL DETAIL REV. REVISION (S) (REVISED)
<br />DIA DIAMETER RO ROUGH OPENING
<br />DIM DIMENSION R/W RIGHT OF WAY
<br />DS DOWN SPOUT SCH. SCHEDULE
<br />DWG DRAWING SHT. SHEET
<br />DL. DOWN LEADER SH/R SHELF / ROD
<br />DN DOWN SHWR SHOWER
<br />DW DISHWASHER Sc. SOLID CORE
<br />EA. EAST S. SOUTH
<br />E EACH
<br />E.H.D. ELECTRIC HAND DRYER SPEC. SPECIFICATION (S)
<br />ELEC ELECTRIC S.S. STAINLESS STEEL
<br />EL ELEVATION S/S SANITARY SEWER
<br />ELEV ELEVATION SPG SPANDRELITE PANEL GLASS
<br />EQ. EQUAL STD STANDARD
<br />E.W. EACH WAY STL. STEEL
<br />E.W.C. ELECTRIC WATER COOLER STOR STORAGE
<br />E.W.H. ELECTRIC WATER HEATER STRUCT STRUCTURE (AL)
<br />EXH. EXHAUST SUSP. SUSPENDED
<br />EJJT/E.J. EXPANSION JOINT T & B TOP AND BOTTOM
<br />EXP. EXPOSED T.M. TO MATCH
<br />EXIST.EXTG. EXISTING T.M.E. TO MATCH EXISTING
<br />EXT. EXTERIOR T.O.C. TOP OF CONCRETE
<br />FA FIRE ALARM TOH. TOTAL DYNAMIC HEAD
<br />FE. FIRE EXTINGUISHER T.O.M. TOP OF MASONRY
<br />F. CLG/ T.O.R.F. TOP OF ROOF PERIMETER
<br />FIN. CEIL. FINISH CEILING T.O.R.D. TOP OF ROOF DECK
<br />F.F./FIN. FL. FINISH FLOOR T.O.W. TOP OF WALL
<br />FIN. FINISH (ED) TTPG TINTED TEMPERED PLATE GLASS
<br />FLASH. FLASHING T. OF F. TOP OF FOUNDATION
<br />FLR. FLOOR (ING) TEL. TELEPHONE
<br />FLUOR FLUORESCENT TV. TELEVISION
<br />TONGUE AND GROOVE
<br />FOC. FACE OF CONCRETE T & . TYPICAL
<br />FOF. FACE OF FINISH TYP
<br />FOFM FACE OF FINISHED MASONRY U.N.O. UNLESS NOTED OTHERWISE
<br />FOS FACE OF STUDS V.B. VAPOR BARRIER
<br />F.O.SH. FACE OF SHEATHING VERT. VERTICAL
<br />F.O.S.M. FACE OF STRUCTURAL MASONRY VCT. VINYL COMPOSITION TILE
<br />FTG. FOOTING VP VENEER PLASTER
<br />FT. FOOT VTR. VENT THRU ROOF
<br />GALV. GALVANIZED W/ WITH
<br />G.I. GALVANIZED IRON W. WIDTH OR WEST
<br />GD. GRADE (GRADING) WC. WATER CLOSET
<br />GEN. GENERAL W.H. WATER HEATER
<br />GYP./GWB GYPSUM WALL BOARD WNDW WINDOW
<br />H OR HT. HEIGHT WO WITHOUT
<br />HDW. HARDWARE WD WOOD
<br />HDR. HEADER WG WIRE GLASS
<br />HVAC. HEATINGNENTILATING/AC WT. WEIGHT
<br />HGT. HEIGHT WP. WATER PROOFING
<br />H.C. HANDICAPPED ACCESSIBLE WWF. WELDED WIRE FABRIC
<br />THE SITE, ON A WEEKLY BASIS, AT A MINIMUM, AND MAINTAIN A SAFE AND ORDERLY
<br />CONDITION.
<br />12. MATERIALS SPECIFIED ARE FOR CONFIGURATION, QUALITY, AND PERFORMANCE.
<br />DEMONSTRATED EQUALS WILL BE AMENABLE AND ACCEPTABLE WITH OWNER'S WRITTEN
<br />APPROVAL (UNLESS OTHERWISE NOTED IN CONTRACT DOCUMENTS).
<br />13. COORDINATE ALL DIMENSIONS OR EQUIPMENT AND BUILT IN ITEMS WITH FINAL
<br />PLACEMENT LOCATIONS AS -BUILT CONDITIONS.
<br />14. ALL MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS
<br />SPECIFICATIONS AND RELATED TRADE PRACTICES OR STANDARDS. THE PREPARATIONS
<br />AND MODIFICATIONS OF UNDERLYING CONDITIONS SHALL BE COMPLETE AND READY FOR
<br />THE NEXT TRADE OR PRODUCT. ALL WORK SHALL BE IN CONFORMANCE WITH GOOD
<br />TRADE PRACTICE AND PERFORMED BY SKILLED WORKERS, TRAINED IN THE
<br />INSTALLATION OF THE PRODUCT BEING INSTALLED. WORK NOT CONFORMING TO THESE
<br />REQUIREMENTS SHALL BE CAUSE FOR REJECTION. SATISFACTORY REMEDIES MAY
<br />INVOLVE COMPLETE REMOVAL AND REPLACEMENT OF DEFECTIVE WORK OR MATERIAL
<br />AT THE CONTRACTORS EXPENSE.
<br />15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED DRAWINGS,
<br />CALCULATIONS AND DIAGRAMS FOR PLUMBING, MECHANICAL AND ELECTRICAL PERMITS
<br />AND TO INSTALL REQUIRED COMPONENTS TO MEET ALL APPLICABLE CODES.
<br />16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED DRAWINGS,
<br />CALCULATIONS, DIAGRAMS AND CERTIFICATION FOR CONTRACTOR SUPPLIED SYSTEMS
<br />FOR REQUIRED PERMITTING AND AS REQUIRED TO MEET ALL APPLICABLE CODES.
<br />17. IN THE EVENT OF A CONFLICT WITH ITEMS OR SYSTEMS SPECIFIED OR DETAILED IN
<br />MORE THAN ONE LOCATION, THE CONTRACTOR SHALL PROVIDE THE MORE EXPENSIVE
<br />OR HIGHER QUALITY ITEM AT NO COST TO THE OWNER.
<br />18. THE CONTRACTOR IS ADVISED THAT THE OWNER AND OTHER CONTRACTORS MAY BE
<br />PERFORMING WORK DURING THE PERFORMANCE OF HIS WORK. COMPLETE
<br />COOPERATION AND COORDINATION IS REQUIRED.
<br />19. ANY CONTRACTOR, SUBCONTRACTOR, INDIVIDUAL, COMPANY, OR THEIR DESIGNEES
<br />PERFORMING WORK OR SERVICES FOR THIS PROJECT, BE IT FOR MATERIALS, LABOR OR
<br />BOTH SHALL BE RESPONSIBLE FOR THE DETAILED EXAMINATION OF EXISTING
<br />CONDITIONS AT THE SITE, AS INDICATED IN DRAWINGS, OR IN OTHER INFORMATION
<br />AVAILABLE FROM A PUBLIC AGENCY OR UTILITY COMPANY. NO CONSIDERATION SHALL
<br />BE GIVEN FOR CLAIMS MADE AS A RESULT OF FAILURE TO UNDERSTAND, IDENTIFY OR
<br />ESTABLISH EXISTING CONDITIONS. ANY DAMAGE TO EXISTING SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED AT HIS OWN EXPENSE.
<br />20. THE CONTRACTOR SHALL SUPPLY ALL ITEMS IDENTIFIED TO BE PROVIDED IN THE
<br />SPECIFICATIONS OR THE DRAWING INDEPENDENT OF BEING INDICATED WITHIN THE
<br />OTHER.
<br />21. CONTRACTOR TO PROVIDE'UTILIGUARD SYSTEM' ENERGY MANAGEMENT SYSTEMS
<br />OR APPROVED EQUAL ON ALL ELECTRICAL POWER PANELS FOR ENERGY/GREEN
<br />SYSTEMS.
<br />NOTE: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS.
<br />SEE FBC (CURRENT VERSION) FOR COMPLETE INFORMATION.
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<br />TERMITE PROTECTION NOTES
<br />PER FLORIDA BUILDING CODE 2020 7TH EDITION
<br />1
<br />1,A300
<br />cl
<br />DETAIL MARK
<br />SOIL CHEMICAL BARRIER METHOD
<br />1. "A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND
<br />NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
<br />THE SIGN SHALL BE POSTED NEAR WATER HEATER OR ELECTRICAL PANEL."
<br />2. "CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY
<br />FROM BUILDING SIDE WALLS."
<br />3. "IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL
<br />SPRAY AWAY FROM BUILDING, USE SOAKER ON PLANTS LOCATED BY BUILDING."
<br />4. "TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES." EXCEPTION: PAINT OR
<br />DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE
<br />FOUNDATION WALL.
<br />5. "INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS
<br />COMPLETE.
<br />6. "SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING
<br />SPACES BOXED OR FORMED."
<br />7. "BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS,
<br />ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT
<br />FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL
<br />AFTER THE INITIAL TREATMENT."
<br />��
<br />g MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAIN
<br />FALL DILUTION. IF RAIN FALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREAT
<br />AS REQUIRED."
<br />9. "CONCRETE OVERPOUR AND MORTAR ALONG FOUNDATION PERIMETER MUST BE
<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT."
<br />TREATMENT MUST BE APPLIED UNDER ALL INTERIOR CONCRETE OR GRADE
<br />10. "SOIL TR
<br />WITHIN TR-101" OF THE STRUCTURE SIDEWALLS."
<br />��
<br />11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER
<br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL
<br />DISTURBED AFTER THE CHEMICAL BARRIER IS APPLIED, SHALL BE RETREATED."
<br />12. "ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT."
<br />13. "A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
<br />A LICENSED PEST CONTROL COMPANY BEFORE CERTIFICATE OF OCCUPANCY WILL BE
<br />ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED
<br />A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE
<br />TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS OF THE FLORIDA BUILDING
<br />DEPARTMENT OF AGRICULTURE AND CUSTOMER SERVICES."
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<br />14. "AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW WITHIN 1' 0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB
<br />BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL."
<br />15. "NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED
<br />WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING."
<br />INSULATION
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<br />CONCRETE
<br />STUCCO, PLASTER OR
<br />G.W.B.
<br />BRICK / BLOCK ELEV.
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<br />1 1
<br />BUILDING SECTION
<br />MARK
<br />30 300
<br />SHEET INFORMATION
<br />1
<br />WALL SECTION MARK
<br />DATE: 0813012021
<br />DRAWN BY: DRS/MAB
<br />PROJECT No: 20-6001
<br />300
<br />REVIEWED BY: ST
<br />�
<br />Plan Revisions Date:
<br />1
<br />DETAIL MARK
<br />GENERAL NOTES
<br />1
<br />RFI #1 6.22.21
<br />2
<br />OWNER COMMENTS 8.30.21
<br />300
<br />3
<br />1. THE CONTRACTOR SHALL VISIT THE
<br />BID AND THOROUGHLY FAMILIARIZE
<br />CONSTRUCTION AREA AND WORK
<br />THIS CONTRACT. OBTAIN DIMENSIONS
<br />ARE IN QUESTION, THE CONTRACTOR
<br />FROM THE ARCHITECT PRIOR TO
<br />AREA IN QUESTION. DO NOT SCALE
<br />2. ALL DIMENSION ARE TAKEN FROM
<br />NOTED OTHERWISE.
<br />3. ALL CONDUIT, PIPING, AND DUCTWORK
<br />ASSEMBLY; FLOOR, CEILING OR WALL
<br />RATED ASSEMBLY FOR THE SPECIFIC
<br />4. ALL MECHANICAL AND ELECTRICAL
<br />SITE PER ARCHITECTURAL OR CIVIL
<br />5. ALL LUMBER IN CONTACT WITH THE
<br />INDICATED OR REQUIRED SHALL
<br />6. REFER TO STRUCTURAL DRAWINGS
<br />7. AT ALL PERIMETER STOREFRONT
<br />END FLAT POCKET FILLER.
<br />8. AT ALL PERIMETER STOREFRONT
<br />SHIM. STOREFRONT TO BE CLEANED
<br />SITE PRIOR TO PREPARATION
<br />HIMSELF WITH CONDITIONS OF
<br />REQUIRED TO PERFORM THE WORK
<br />BY CALCULATION, . IF DIMENSIONS
<br />SHALL REQUEST CLARIFICATION
<br />CONTINUING CONSTRUCTION OF THE
<br />THE DRAWINGS.
<br />FACE OF MASONRY OR STUD UNLESS
<br />PENETRATING ANY RATED
<br />SHALL HAVE AN APPROVED FIRE
<br />APPLICATION.
<br />EQUIPMENT SHALL BE LOCATED
<br />DRAWINGS.
<br />SOIL, CONCRETE, MASONRY, OR
<br />BE PRESSURE PRESERVATIVE TREATED.
<br />FOR STUD SIZING AND SPACING.
<br />WINDOW FRAMING PROVIDE CLOSED
<br />FRAME ASSEMBLIES PROVIDE MIN.
<br />OF ALL FOREIGN DEBRIS, I.E.
<br />OF HIS STUCCO, PRIOR TO SEALANT APPLICATION. 16. PROVIDE DUROCK TILE BACKER
<br />THE FOR TILE FINISH
<br />9. HIGH PERFORMANCE STOREFRONT WINDOW SILL TO BE EXTRUDED
<br />OF ALUMINUM WITH CLOSED END PAN. 17. PROVIDE VINYL BASE @ALL WALLS
<br />10. SEE FLOOR PLANS AND REFLECTED CEILING PLANS FOR SPECIFIC SPECIFIED/NOTED.
<br />ELEVATIONS AND DETAILS. 18. PROVIDE CASING BEADS @ ALL
<br />11. INSTALL THRESHOLDS AT ALL EXTERIOR DOORS, AT FIRE RATED DOORS, DIFFERENT MATERIAL. PROVIDE
<br />AND DOORS BETWEEN AIR CONDITIONED &NON AIR CONDITIONED BOND BREAK. TYPICAL UNLESS
<br />SPACES AND WHERE MATERIALS CHANGE ON EITHER SIDE. 19. PROVIDE CORNER BEADS @ALL
<br />12. ALL SOFFIT SYSTEMS, ROOF SYSTEMS AND WINDOW SYSTEMS TO MEET 20. NOT USED.
<br />ALL UPLIFT AND SHAPE CRITERIA AS REQUIRED BY CODES. 21. PROVIDE CONTROL JOINTS BETWEEN
<br />13. SPECIFICATIONS AND REQUIREMENTS INDICATED ON STRUCTURAL, I.E. METAL FRAMING AND C.I.P.
<br />MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE CONSIDERED 22. ALL FINISHES SHALL BE PROTECTED
<br />ON MINIMUM ACCEPTABLE CRITERIA AND MAY BE SUPERCEDED BY MORE THE CONTRACTOR SHALL BE RESPONSIBLE
<br />STRINGENT CRITERIA REQUIRED AS PART OF ARCHITECTURAL PRODUCE A UNIFORM FINISH.
<br />AS DOCUMENTS. CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR ANY 23. PROVIDE STEEL TROWEL FINISH
<br />POSSIBLE CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCING THE AND UPPER ROOF AND COLUMN
<br />SPECIFIC WORK.
<br />14. CONTRACTOR TO COORDINATE AND VERIFY ALL EXTERIOR WALL 24. EXTERIOR PAINT - 2 COLOR LOCATIONS
<br />ARCHITECT/OWNER.
<br />CONTROL AND EXPANSION JOINTS PRIOR TO THE COMMENCEMENT OF 25. ARCHITECT SHALL BE INDEMNIFIED,
<br />1" SPECIFIC WORK. LOSS, OR DAMAGE DUE TO ANY
<br />15. ALL GLASS TO BE TEMPERED PER CODE ADJACENT TO DOORS, ETC.
<br />BOARD @ ALL LOCATIONS SCHEDULED 26. CONTROL OF CONSTRUCTION SITE: KEESEE ASSOCIATES (KA) AND/OR
<br />ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE
<br />UNLESS OTHERWISE CONSTRUCTION SITE, INCLUDING VENTILATION OF THE BUILDING AND
<br />THEREBY ASSUME NO RESPONSIBILITY FOR THE INDOOR AIR QUALITY, OR
<br />STUCCO AND DRYWALL TRANSITIONS TO THE EFFECTS THEREOF, FOR ANY REASON. KA AND/OR FOR HAS NO DUTY
<br />SEALANT JOINT W/ BACKER ROD OR OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE TO PROTECT
<br />NOTED OTHERWISE. THE RESIDENCE, EXISTING BUILDINGS AND ANY ADJOINING SPACES OR
<br />SITES, CONSTRUCTION SITE, MATERIALS, EQUIPMENT, OR ANY OTHER
<br />STUCCO &DRYWALL RETURNS. THING, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM,
<br />TRESPASS, OR ANY OTHER PERIL OR CONDITION, AT ANY TIME,
<br />DIFFERENT CONSTRUCTION TYPES. EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME
<br />OR C.M.U. CONSTRUCTION. DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER CONSTRUCTION
<br />WHERE INDICATED AS FINAL FINISH. AND KA AND/OR FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE
<br />FOR ALL REPAIRS TO MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT
<br />ANY TIME FOR ANY REASON.
<br />AT ALL BEAM DETAILS, WINDOW SILLS 27. COASTAL FLASHINGS: ALL FLASHING MATERIAL FOR COASTAL LOCATIONS
<br />CAPS UNLESS NOTED OTHERWISE. (EX: WITHIN 3,000 FEET OF THE OCEAN) SHALL BE CORROSION RESISTANT
<br />MATERIAL (EX: ZINC AND/OR STAINLESS STEEL) AND SHALL BE SELECTED
<br />- TO BE DETERMINED BY FOR COMPATIBILITY WITH ADJACENT WOOD PRESERVATIVES PER THE
<br />HELD HARMLESS FOR ANY HURT, MANUFACTURER'S RECOMMENDATIONS.
<br />AND ALL OWNER FINISH SELECTIONS.
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<br />$
<br />Sheet Name
<br />LEGENDS &
<br />NOTES
<br />Sheet No.
<br />A002
<br />
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