|
AT
<br />EQ
<br />EQUAL
<br />MAT.
<br />MATERIAL
<br />SHEET NUMBER e DRAWING NAME
<br />DATE ISSUED REVISION
<br />COVER SHEET
<br />PROJECT:
<br />PINCHASERS
<br />ANTHONY PERRONE
<br />ZL ANGLE EXI. / EXIST. EXISTING
<br />CENTERLINE EXH EXHAUST
<br />L CHANNEL EXP. EXPOSED
<br />PERPENDICULAR EXT. EXTERIOR
<br />> PLATE F.B.C. FURNISHED BY CONTRACTOR
<br />ROUND/ DIAMETER ' F.B.O. FURNISHED BY OWNER
<br />A.F.F. ABOVE FINISH FLOOR F.C. FIRE CODE
<br />MAX. MAXIMUM
<br />MECH MECHANICAL
<br />MEP -FP MECHANICAL, ELECTRICAL,
<br />PLUMBING & FIRE PROTECTION
<br />MET, METAL
<br />MEZZ. MEZZANINE
<br />MFR MANUFACTURER
<br />GENERAL CONSTRUCTION NOTES:
<br />1. GENERAL CONTRACTOR SHALL INSPECT THE SITE AND SHALL BE FAMILIAR WITH ALL CONDITIONS AND WITH LIMITATION OF THE CONTRACT AND SCOPE OF WORK.
<br />2. ALL CONTRACTORS SHALL ENSURE THAT ALL WORK AND MATERIALS SHALL COMPLY WITH ALL FIRE SAFETY, HEALTH, LOCAL AND STATE BUILDING CODES. UNLESS OTHERWISE AGREED TO IN WRITING, CONTRACTOR S SHALL BE
<br />RESPONSIBLE TO SECURE ALL PERMITS AND PAY FEES FOR THE SAME AS REQUIRED BY STATE AND LOCAL RULES AND REGULATIONS.
<br />CS COVER SHEET
<br />GENERAL
<br />G1.0
<br />IGENERAL NOTES AND WALL TYPES
<br />G1.1
<br />CODE ANALYSIS PLAN
<br />DEMOLITION
<br />Dl .0 FIRST FLOOR DEMOLITION PLAN
<br />A.P. ACCESS PANEL
<br />A.T. ASPHALT TILE
<br />A/C AIR CONDITIONING
<br />A.C.T. ACOUSTICAL CEILING
<br />AC. ACRE
<br />ADD'N ADDITION
<br />ADD. ADDENDUM
<br />UST. ADJUSTABLE
<br />ADJUST.
<br />ALT. ALTERNATE
<br />ALUM. ALUMINUM
<br />ANCHOR(AGE)
<br />ANCH. ANCHOR
<br />ANOD. ANODIZED
<br />APPROX. APPROXIMATE
<br />ARCH. ARCHITECTURAL)
<br />ASPH. ASPHHLT
<br />B.M. BENCHMARK
<br />B.W. BOTH WAYS
<br />B.O. BOTTOM OF
<br />BD.
<br />BD. BOARD
<br />BLDG. BUILDING
<br />BLKG. BLOCKING
<br />BLKT. BLANKET
<br />BM. BEAM
<br />BRG. BEARING
<br />BRK. BRICK
<br />F.D.
<br />F.E.
<br />F.E.C.
<br />TILE F.H.
<br />F.O.
<br />F.P.
<br />FDN.
<br />FLR.
<br />FIN.
<br />FIXT.
<br />FL.
<br />F.O.F.
<br />F.O.S.
<br />' F.O.W.
<br />FR.
<br />FRM'G.
<br />FT.
<br />FTG.
<br />FUR,
<br />FURN.
<br />F.R.P.
<br />F.R.P.T.
<br />F.R.
<br />FLOOR DRAIN
<br />FIRE EXTINGUISHER
<br />FIRE EXTINGUISHER CABINET
<br />FIRE HYDRANT
<br />FRAME OPENING
<br />FIREPROOFING
<br />FOUNDATION
<br />FLOOR
<br />FINISHED)
<br />FIXTURE
<br />FLOOR
<br />FACE OF FOUNDATION
<br />FACE OF STUD
<br />FACE OF WALL
<br />FRAME
<br />FRAMING
<br />FEET
<br />FOOTING
<br />FURRING
<br />FURNITURE
<br />FIBERGLASS REINFORCED
<br />PANEL
<br />FIRE RETARDANT PRESSURE
<br />TREATED
<br />FIRE RATED
<br />MIN
<br />MISC.
<br />MLDG.
<br />M.O.
<br />M.R.
<br />MTL
<br />MULL.
<br />N.A.
<br />N.I.C.
<br />NOM
<br />N.T.S.
<br />NAT.
<br />NO.
<br />NOM.
<br />O.A.
<br />O.C.
<br />O.D.
<br />OPNG.
<br />OPH
<br />OPP
<br />P&M
<br />P.M.S.
<br />PBD,
<br />PERM.
<br />P,C.
<br />MINIMUM
<br />MISCELLANEOUS
<br />MOULDING
<br />MASONRY OPENING
<br />MOISTURE RESISTANT
<br />METAL
<br />MULLION
<br />NOT APPLICABLE
<br />A
<br />NOT A CONTRACT
<br />NOMINAL
<br />NOT TO SCALE
<br />NATURAL
<br />NUMBER
<br />NOMINAL
<br />OVERALL
<br />ON CENTER
<br />OUTSIDE DIAMETER
<br />OPENING
<br />OPPOSITE HAND
<br />OPPOSITE
<br />PATCH & MATCH
<br />PREFORMED METAL SIDING
<br />PARTICLE BOARD
<br />PERIMETER
<br />PRE CAST
<br />3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH WORK.
<br />4. ANY ERRORS, AMBIGUITIES, DISCREPANCIES, OR OMISSIONS IN DRAWINGS OR NOTES SHALL BE REPORTED TO THE ARCHITECT FOR CORRECTION OR CLARIFICATION BEFORE ANY PART OF THE WORK IS STARTED.
<br />5. IN GENERAL, ALL BUILDING SURFACES WITHIN CONSTRUCTION LIMITS SHALL BE CLEANED AT PROJECT COMPLETION, USE CLEANING MATERIALS AS RECOMMENDED BY PRODUCT MANUFACTURERS. EMPLOY EXPERIENCED
<br />WORKMEN OR PROFESSIONAL CLEANERS. BEFORE INSPECTION FOR SUBSTANTIAL COMPLETION, COMPLETE ALL NECESSARY CLEANING WITHIN AREA OF WORK, INCLUDING THE FOLLOWING:
<br />REMOVE GREASE, DIRT, STAINS, FINGERPRINTS, ETC. FROM EXPOSED TO VIEW FINISHED SURFACES.
<br />TOUCH UP MARRED SURFACES AS REQUIRED,
<br />REMOVE PROTECTIVE COVERS FROM, CLEAN AND POLISH EXPOSED TO VIEW FIXTURES, WINDOWS, HARDWARE, ETC.
<br />6, ALL FINISH MATERIAL SHALL BE STORED SO IT IS CLEAN AND FREE FROM STAIN OR DISCOLORATION.
<br />7. THE CONTRACTOR SHALL SUBMIT REQUIRED SHOP DRAWINGS, FINISH AND OR COLOR SAMPLES AND EQUIPMENT CUTS PRIOR TO INSTALLATION TO THE ARCHITECT AND OWNER FOR APPROVAL BEFORE CONSTRUCTION
<br />BEGINS. IF NOT SPECIFIED OTHERWISE, COLORS AND FINISHES OF SPECIFIED PRODUCTS WILL BE SELECTED FROM MANUFACTURER'S STANDARD RANGE. SHOP DRAWINGS, PRODUCT DATA, AND OTHER SUBMITTALS (OTHER THAN
<br />ACTUAL SAMPLES) SHALL BE SUBMITTED IN ELECTRONIC (PDF) FORMAT WHEREVER POSSIBLE. IF PAPER SUBMITTALS ARE SUBMITTED, PROVIDE ONE (1) COPY FOR REVIEW.
<br />8. THE ACCEPTANCE OF THE CONTRACT CARRIES WITH IT A GUARANTEE ON THE PART OF THE CONTRACTOR TO MAKE GOOD ANY DEFECTS IN WORK AND WORKMANSHIP FOR ONE YEAR FROM COMPLETION OF THE ENTIRE
<br />9. GENERAL CONTRACTOR SHALL CARRY ALL INSURANCE, SATISFACTORY TO OWNER.
<br />10. DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS AND LAYOUT OF THE WORK.
<br />11. BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE WORK PREMISES WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETED.
<br />6816 GALL BOULEVARD
<br />ZEPHYRHILLS, FL 33542
<br />--
<br />-
<br />PROJECT NUMBER: 21161
<br />-
<br />- -
<br />- --
<br />ARCHITECTURAL
<br />A1.0
<br />FIRST FLOOR PLAN
<br />A]. 1
<br />EQUIPMENT AND FURNITURE PLAN
<br />A2.1
<br />REFLECTED CEILING PLAN
<br />A7.1
<br />DOOR SCHEDULE
<br />A7.2
<br />ROOM SCHEDULE
<br />A8.1
<br />INTERIOR ELEVATIONS
<br />.
<br />A$2
<br />INTERIOR ELEVATIONS AND PLAN DETAILS
<br />A8.3
<br />INTERIOR DETAILS
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<br />PLUMBING
<br />P0.1
<br />PLUMBING -LEGENDS &SYMBOLS
<br />Pl .0
<br />PLUMBING - NEW WORK PLAN WATER WASTE & VENT
<br />P2.0
<br />PLUMBING -SPECIFICATIONS
<br />FIRE PROTECTION
<br />FPI.I
<br />FIRE PROTECTION
<br />FP1.2
<br />FIRE PROTECTION
<br />MECHANICAL
<br />M0.1
<br />MECHANICAL - LEGENDS & SYMBOLS
<br />Ml .0
<br />MECHANICAL -NEW WORK PLAN
<br />M2.0
<br />MECHANICAL -SCHEDULES
<br />M3.0
<br />MECHANICAL -SPECIFICATIONS
<br />BVL.
<br />BVL
<br />CABT.
<br />CARP.
<br />C.I.
<br />C.I.P.
<br />C.G.
<br />C.J.
<br />CL.
<br />C.L.L.
<br />C.M.P.
<br />CLR
<br />BASEMENT
<br />BEVELED
<br />CABINET
<br />CARPENTER
<br />CAST IRON
<br />CAST -IN -PLACE
<br />CORNER GUARD
<br />CONTROL JOINT
<br />CLOSET
<br />CONTRACT LIMIT LINE
<br />CORRUGATED METAL
<br />CEILING
<br />CLEAR
<br />GA
<br />GALV
<br />G.C.
<br />GL
<br />GWB
<br />GYP. BD.
<br />H.
<br />HDWR
<br />H.C.
<br />PIPE H.M.
<br />H/C
<br />HBD.
<br />GAUGE
<br />GALVANIZED
<br />GENERAL CONTRACTOR
<br />GLASS
<br />GYPSUM WALL BOARD
<br />GYPSUM BOARD
<br />HEIGHT
<br />HARDWARE
<br />HOLLOW CORE
<br />HOLLOW METAL
<br />HANDICAPPED
<br />HARDBOARD
<br />PLWD PLYWOOD
<br />PLAM PLASTIC LAMINATE
<br />PLAS. PLASTER
<br />PLBG. PLUMBING
<br />P.T. PRESSURE TREATED
<br />PTD PAINTED
<br />PLYWD. PLYWOOD
<br />PNL. PANEL
<br />PR. PAIR
<br />PREFAB. PREFABRICATE(D)
<br />Q.T. QUARRY TILE
<br />QTY. QUANTITY
<br />RAD/ R RADIUS
<br />12. THE OWNER RESERVES THE RIGHT TO PERFORM ADDITIONAL WORK THAT IS NOT PART OF THE CONTRACT WITH HIS OWN FORCES, UNDER SEPARATE CONTRACTS AND/ OR WITH OTHER CONTRACTORS OR VENDORS.
<br />COOPERATE WITH THE OWNER AND THE OTHER CONTRACTORS AND COORDINATE WORK WITH THE OWNER SO THAT WORK BY OTHERS CAN BE INCORPORATED IN A TIMELY MANNER .
<br />13. ALL DAMAGES TO THE BUILDING PROPERTY DUE TO CONTRACT OPERATIONS MUST BE REPORTED IMMEDIATELY TO THE OWNER'S REPRESENTATIVE.
<br />14. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, BY SKILLED WORKMEN UNDER ADEQUATE SUPERVISION. MATERIALS
<br />AND METHODS OF INSTALLATION SHALL ALSO CONFORM TO THE APPROPRIATE NATIONAL TRADE HANDBOOKS; I.E. ARCHITECTURAL WOODWORK INSTITUTE's QUALITY STANDARDS, UNITED STATES GYPSUM'S, GYPSUM
<br />CONSTRUCTION HANDBOOK, ETC. COPIES OF MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ALL PRODUCTS SHALL BE AVAILABLE AT JOB SITE.
<br />15. ALL MILLWORK, WOODWORK AND WOOD DOORS SHALL BE FABRICATED, FURNISHED, AND INSTALLED IN STRICT ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ARCHITECTURAL WOODWORK INSTITUTES,
<br />ARCHITECTURAL WOODWORK QUALITY STANDARDS', CUSTOM GRADE, UNLESS OTHERWISE NOTED. PROVIDE ARCHITECTURAL WOODWORK INSTITUTE QUALITY CERTIFICATION PROGRAM LABELS OR CERTIFICATES INDICATING
<br />THAT THE WOODWORK, INCLUDING INSTALLATION, COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED.
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<br />MD1.0
<br />MECHANICAL - DEMOLITION
<br />ELECTRICAL
<br />E0.1
<br />ELECTRICAL -LEGENDS &SYMBOLS
<br />E1.0
<br />ELECTRICAL - LIGHTING PLAN
<br />E1.1
<br />ELECTRICAL - POWER PLAN
<br />El .2
<br />ELECTRICAL - LIFE SAFETY PLAN
<br />E2.0
<br />ELECTRICAL - SCHEDULES
<br />E3.0
<br />ELECTRICAL - DETAILS
<br />E4.0
<br />ELECTRICAL -SPECIFICATIONS
<br />ED1.0
<br />ELECTRICAL - DEMOLITION
<br />COMB.
<br />COMP.
<br />CMU
<br />COL
<br />CONC
<br />CONT
<br />COMBINATION HDWD.
<br />COMPOSITE HDWR.
<br />CONCRETE MASONRY UNIT HD
<br />COLUMN HORIZ.
<br />CONCRETE HR.
<br />CONTINUOUS HVAC
<br />HARDWOOD
<br />HARDWARE
<br />HIGH POINT
<br />HORIZONTAL
<br />HOUR
<br />HEATING, VENTILATION,
<br />REINF.
<br />REF.
<br />REF.
<br />RET.
<br />R.D.
<br />RO
<br />REINFORCING
<br />REFERENCE
<br />REQUIRED
<br />RETURN
<br />ROOF DRAIN
<br />ROUGH OPENING
<br />16. ANY SUBSTITUTIONS FOR MATERIALS/MANUFACTURERS SYSTEMS SPECIFIED MUST BE PREAPPROVED BY THE ARCHITECT. SUBMIT SUBSTITUTION REQUEST IN WRITING, ALONG WITH APPROPRIATE SHOP DRAWINGS, PROPOSED
<br />MANUFACTURER'S PRODUCT DATA, AND SAMPLE(S) OF PRODUCT(S) IN COLOR
<br />COLORS)/FINISH(ES) PROPOSED. NOTE THE REASON FOR THE SUBSTITUTION AND ANY COST SAVINGS TO BE CREDITED TO THE OWNER FOR USE OF
<br />SUBSTITUTED PRODUCT OR SYSTEM. EVALUATION OF CONTRACTOR -PROPOSED SUBSTITUTIONS BY THE ARCHITECT MAY REQUIRE ADDITIONAL SERVICES IN THE FORM OF RESEARCH OR REDESIGN. THE OWNER AND/OR
<br />CONTRACTOR WILL BE NOTIFIED OF THE NEED FOR ADDITIONAL SERVICES PRIOR TO REVIEW OF A PROPOSED SUBSTITUTION. THE OWNER MUST AUTHORIZE ADDITIONAL SERVICES PRIOR TO THE ARCHITECT CONDUCTING A
<br />REVIEW OF THE PROPOSED SUBSTITUTION IN QUESTION.
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<br />DRAWING LIST
<br />CPT.
<br />C.T.
<br />D.
<br />CARPET
<br />CERAMIC TILE
<br />DEPTH
<br />I.B.C.
<br />LB.O.
<br />AIR CONDITIONING
<br />INSTALLED BY CONTRACTOR
<br />INSTALLED BY OWNER
<br />REV.
<br />RM.
<br />SIM
<br />REVISED/ REVISION
<br />ROOM
<br />SIMILAR
<br />17. SUBSTITUTIONS: WHEN PROVIDING A PRODUCT OR MATERIAL WHICH IS A SUBSTITUTE FROM WHAT THE DRAWINGS SHOW AS THE "BASE SPECIFICATION", THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />COORDINATION OF ANY VARIATIONS FROM THE ORIGINALLY SPECIFIED PRODUCT, INCLUDING BUT NOT LIMITED TO DIMENSIONAL VARIATIONS, UTILITY REQUIREMENTS, OR STRUCTURAL SUPPORT.
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<br />o-
<br />D.F.
<br />D.H.
<br />D.O.
<br />DEFL.
<br />DIA
<br />DIAG.
<br />DIMEN.
<br />DRINKING FOUNTAIN
<br />DOUBLE HUNG
<br />DOOR OPENING
<br />DEFLECTION
<br />DIAMETER
<br />DIAGONAL
<br />DIMENSION
<br />I.C.S.
<br />I.D.
<br />IMPREG.
<br />INCL.
<br />INSUL
<br />INT.
<br />INV.
<br />INSULATED COMPOSITE SIDING
<br />INSIDE DIAMETER
<br />IMPREGNATED
<br />INCLUDE(D) (-ING)
<br />INSULATE(D) (-[ON) (-ING)
<br />INTERIOR
<br />INVERT
<br />SP
<br />SQ
<br />S.C.
<br />S.S.
<br />STL
<br />STD
<br />TEMP
<br />SPACES
<br />SQUARE
<br />SOLID CORE
<br />STAINLESS STEEL
<br />STEEL
<br />STANDARD
<br />TEMPERED
<br />18. ARRANGE AND PAY FOR ANY REQUIRED TEMPORARY UTILITIES AND FACILITIES. PROVIDE TEMPORARY HEAT AND WEATHER PROTECTION AS REQUIRED.
<br />19. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND PROTECT THEM FROM DAMAGE. BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN
<br />CONJUNCTION WITH PERFORMANCE OF THE WORK.
<br />20. LOCATIONS FOR CONSTRUCTION DUMPSTERS OR OTHER TEMPORARY FACILITIES AND STAGING AREAS OUTSIDE OF THE WORK AREA MUST BE REVIEWED BY THE OWNER'S REPRESENTATIVE.
<br />(1) LAYER OF 5/8" GYP. BD. ON
<br />EACH SIDE
<br />3 5/8" 25 GA. STEEL STUDS @
<br />� 16" O.C.
<br />�
<br />DL
<br />DN.
<br />DN.
<br />DWG
<br />DR
<br />D.S.
<br />EA
<br />EJ
<br />EP
<br />EIFS
<br />ELEC.
<br />ELEV
<br />E
<br />ESTITIM.
<br />DEAD LOAD
<br />DOWN
<br />DETAIL
<br />DRAWING
<br />DOOR
<br />DOWNSPOUT
<br />EACH
<br />EXPANSION JOINT
<br />ELECTRIC PANEL
<br />EXTERIOR INSULATION
<br />FINISH SYSTEM
<br />ELECTRICAL
<br />ELEVATION
<br />ENCLOSURE
<br />ESTIMATE
<br />J.C.
<br />JT
<br />L.
<br />LAM.
<br />LAV.
<br />LF
<br />LG.
<br />LG.
<br />LT -GA.
<br />LTL.
<br />LVR.
<br />LL
<br />L.P.
<br />MACH.
<br />JANITOR CLOSET
<br />JOINT
<br />LENGTH
<br />LAMINATED
<br />LAVATORY
<br />LINEAR FEET
<br />LONG
<br />LOCATE(D) (-ION)
<br />LIGHT GAUGE
<br />LINTEL
<br />LOUVER
<br />LIVE LOAD
<br />LOW POINT
<br />MACHINE
<br />T&G
<br />T
<br />T.O.S..
<br />U.N.O.
<br />VERT.
<br />VEST.
<br />VCT
<br />WD.
<br />W.C.
<br />W.R.
<br />W.P.
<br />W/O
<br />W/
<br />WDW.
<br />TONGUE & GROOVE
<br />TOP OF STEEL
<br />TYPICAL
<br />UNLESS NOTED OTHERWISE
<br />VERTICAL
<br />VESTIBULE
<br />VINYL COMPOSITION TILE
<br />WIDTH
<br />WOOD
<br />WATER CLOSET
<br />WATER RESISTANT
<br />WATERPROOF
<br />WITHOUT
<br />WITH
<br />WINDOW
<br />21 •NEW GYPSUM WALLBOARD SUBSTRATES APPLIED OVER NEW STEEL STUDS OR NEW WOOD STUDS SHALL BE SECURED WITH APPROPRIATE SCREW FASTENERS. INSTALLATION SHALL BE IN ACCORDANCE WITH "GYPSUM
<br />CONSTRUCTION HANDBOOK" BY USG. ALL JOINTS SHALL BE TAPED AND FINISHED AND APPROPRIATE METAL TRIM PROVIDED WHERE REQUIRED.
<br />22. PROVIDE BACK -BLOCKING AS REQUIRED TO ACHIEVE FIRM ATTACHMENT OF ALL ITEMS Of ARCHITECTURAL WOODWORK, AND ALL OTHER WALL AND/OR CEILING MOUNTED FINISHES, EQUIPEMNT, AND ACCESSORIES,
<br />FIXTURES, ETC.
<br />23. PROVIDE A BEAD OF SANITARY, MILDEW RESISTANT SILICONE SEALANT AT THE FOLLOWING LOCATIONS:
<br />METAL DOOR FRAME AND WALL CONSTRUCTION.
<br />CONDUIT AND PIPE PENETRATIONS AT WALLS AND CEILINGS.
<br />JUNCTION OF MILLWORK AND SURROUNDING SURFACES.
<br />TOILET ACCESSORIES.
<br />BASEBOARD TO WALL.
<br />WINDOW FRAMES AND MISC.TRIMWORK JOINTS WITH WALLS,
<br />ELSEWHERE AS SHOWN ON DRAWINGS OR WHERE REQUIRED BY THE ARCHITECT, OR LOCAL AUTHORITIES. PROVIDE PAINTABLE SEALANTS AT LOCATIONS SCHEDULED TO RECEIVE PAINTED OR STAINED FINISHES.
<br />24. DESIGNATE DELIVERY DATES OF OWNER FURNISHED ITEMS IN THE CONSTRUCTION SCHEDULE, RECEIVE, UNLOAD, AND HANDLE OWNER FURNISHED ITEMS TO BE INSTALLED BY THE CONTRACTOR AT THE SITE. STORE MATERIALS
<br />DELIVERED TO THE SITE OFF GROUND, UNDER COVER, IN DRY WELL VENTILATED LOCATIONS SECURE FROM VANDALISM AND THEFT. IN FULL CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. CAREFULLY PROTECT
<br />3 1/2" SOUND ATTENUATION
<br />BATTS
<br />NOTE:
<br />EXTEND STUDS TO UNDERSIDE OF
<br />DECK/STRUCTURE, EXTEND GYP. BD. AND
<br />INSULATION TO b" ABOVE CEILING.
<br />A NON -RATED WALL
<br />3 1/2" SOUND ATTENUATION
<br />BATTS
<br />ABBREVIATIONS
<br />STORED MATERIALS FROM DAMAGE, DAMPNESS, AND EXTREMES OF TEMPERATURES. PROVIDE SEPARATIONS BETWEEN FINISHED MATERIALS WHICH ARE STORED IN STACKED OR LEANING POSITIONS.
<br />25. CLOSE-OUT SUBMITTALS REQUIRED AT FINAL COMPLETION SHALL INCLUDE:
<br />OPERATING AND MAINTENANCE MANUALS. INSTRUCTION OF OWNER AND/OR BUILDING OWNER PERSONNEL IN MAINTENANCE AND OPERATION OF SYSTEMS.
<br />3 5/8" 25 GA. STEEL
<br />16" O.C.
<br />STUDS @
<br />4 A8.1 2
<br />MATCHLINE
<br />INTERIOR ELEVATION KEY. INDICATED
<br />NUMBERS USED FOR VIEW IDENTIFICATION
<br />I
<br />Mom
<br />NEW STUD WALL
<br />NEW CMU WALL
<br />SUBMISSION OF CERTIFICATIONS, TEST REPORTS, ETC. PROVISION OF SPARE PARTS AND MAINTENANCE MATERIALS, NEATLY WRAPPED OR PACKAGED IN STANDARD SIZES, AND CLEARLY LABELED. THIS INCLUDES EXTRA
<br />STOCK OF CARPET, VINYL TILE, AND PAINT OF EACH COLOR AND SHEEN SPECIFIED.
<br />CERTIFICATE OF INSURANCE FOR PRODUCTS AND COMPLETED OPERATIONS. TYPED LIST OF MAJOR SUB -CONTRACTORS AND SUPPLIERS WITH ADDRESSES AND TELEPHONE NUMBERS.
<br />26. PLAN AND SCHEDULE WORK AND PURCHASING IN ORDER TO MINIMIZE ON -SITE CONSTRUCTION TIME AND DISRUPTION OF EXISTING BUILDING OCCUPANTS AND OPERATIONS.
<br />(1) LAYER OF 5/8" GYP. BD. ON
<br />EACH SIDE
<br />NOTE:
<br />EXTEND STUDS TO UNDERSIDE OF
<br />DECK/STRUCTURE. EXTEND GYP. BD. AND
<br />27. THE OWNER MAY AUTHORIZE THE CONTRACTOR TO COMMENCE WORK BASED ON THE CONTRACTOR'S AGREEMENT TO ADHERE TO CERTAIN RULES AND REGULATIONS. THE CONTRACTOR SHALL AGREE TO ANY SUCH RULES
<br />INSULATION TO 6" ABOVE CEILING.
<br />NEW BRICK WALL
<br />AND REGULATIONS TO THE SATISFACTION OF THE OWNER PRIOR TO START OF WORK. A COPY OF CURRENT RULES, IF AVAILABLE SHALL BE PROVIDED BY THE OWNER AT CONTRACTOR'S REQUEST.
<br />A5.1
<br />EXTERIOR ELEVATION KEY. NUMBERS
<br />USED FOR VIEW IDENTIFICATION
<br />EXISTING WALL TO BE REMOVED
<br />28. THE OWNER RESERVES THE RIGHT TO INSTALL EQUIPMENT IN COMPLETED AREAS OF THE BUILDING, PRIOR TO SUBSTANTIAL COMPLETION PROVIDED THAT SUCH OCCUPANCY DOES NOT INTERFERE WITH COMPLETION OF THE
<br />WORK.
<br />NON - RATED WALL
<br />B
<br />29. MAINTAIN MEANS OF EGRESS DURING CONSTRUCTION AS REQUIRED BY NFPA 101, LIFE SAFETY CODE, CURRENT EDITION AND LOCAL AUTHORITIES.
<br />1
<br />REVISION TAG
<br />EXISTING WALL TO REMAIN
<br />30. WORKMEN SHALL CONDUCT THEMSELVES IN A REASONABLE MANNER (I.E. SHALL NOT USE PROFANITY, CREATE A NUISANCE TO SURROUNDING BUILDING OCCUPANTS, LOITER IN SURROUNDING BUILDINGS, ETC.).
<br />31. IN THE EVENT THAT ANY PORTION OF THE WORK WILL DISTURB AND/OR DISRUPT ANY OTHER OPERATIONS IN THE BUILDING, MAKE ARRANGEMENTS WITH THE OWNER TO CONDUCT THE WORK AT A TIME AGREED UPON BY
<br />THE AFFECTED OPERATIONS AND/OR PARTIES. ANY AND ALL SUCH WORK AND RELATED CIRCUMSTANCES SUCH AS POWER SHUT DOWNS, PIPING, CABLING, FIRE ALARM, ETC., WILL BE COORDINATED WITH ALL AFFECTED
<br />WALLS LEGEND
<br />OWINDOW
<br />AA
<br />TAG
<br />OPERATIONS, OWNER AND AUTHORITIES HAVING JURISDICTION OVER THE AFFECTED WORK.
<br />cl
<br />WALL TYPE; SEE WALL TYPES ON DWG.
<br />G 1.0
<br />-
<br />SPOT ELEVATION - CEILING HEIGHT
<br />EARTH
<br />STAMP:
<br />DEMOLITION KEYNOTE
<br />❑p
<br />DRAWING KEYNOTE
<br />- .- °a .� _ �a
<br />GRAVEL
<br />e OF -FL O,Q�
<br />4bP 9
<br />' • I � � if "' '�i I •
<br />1 SIM
<br />A6.1
<br />1 SIM
<br />1 SIM
<br />DETAIL VIEW KEY
<br />° a
<br />CONCRETE
<br />CMU
<br />A 444 I
<br />,' �� '
<br />BRED ARCS
<br />PARTITION TYPES
<br />SCALE: 1 1/2" = 1'-0"
<br />A6.1
<br />A6.1
<br />FULL BUILDING SECTION KEY
<br />ALL DIMENSIONS SHOWN ARE SHOWN AS FOLLOWS:
<br />FRAMED CONSTRUCTION
<br />1 SIM
<br />WALL AND PARTIAL SECTION KEY
<br />BRICK
<br />WALLS: FACE OF STUD TO FACE OF STUD
<br />DOORS / WINDOWS: CENTERLINE OF UNIT
<br />ALL ANGLE'S ARE 45 ^ OR 90 ^ UNLESS NOTED OTHERWISE
<br />ISSUE:
<br />DATE:
<br />ISSUED FOR PERMIT
<br />Ol .25.2023
<br />A6.1
<br />MASONRY/ CONCRETE CONSTRUCTION
<br />ROOM NAME
<br />101
<br />ROOM TAG
<br />BATT INSULATION
<br />1. PROVIDE CEMENT BACKER BOARD IN LIEU OF GYP. BOARD AT ALL LOCATIONS SCHEDULED TO
<br />WALLS: FACE OF MASONRY TO FACE OF MASONRY
<br />DOORS / WINDOWS: MASONRY OPENING
<br />RECEIVE CERAMIC TILE. SEE INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE.
<br />FINISHED DIMENSIONS SHALL BE NOTED AS EITHER FINISHED OR CLEAR ON
<br />DIMENSION STRING.
<br />101A
<br />DOOR TAG; SEE DOOR SCHEDULE
<br />RIGID INSULATION
<br />2. PROVIDE MOISTURE RESISTANT GYP. BOARD IN LIEU OF REGULAR GYP. BOARD AT ALL WET WALL
<br />AREAS (RESTROOMS, KITCHENS, SERVICE AREAS, ETC.) SEE INTERIOR ELEVATIONS AND ROOM FINISH
<br />DIMENSIONING NOTES
<br />ON DWG. A7.??
<br />SCHEDULE.
<br />N
<br />3, ALL JOINTS OF GYPSUM BOARD/CEMENT BACKER BOARD SHALL BE TAPED AND FINISHED PER
<br />MANUFACTURER'S WRITTEN SPECIFICATIONS. PROVIDE ALL APPROPRIATE TRIM AND ACCESSORIES FOR
<br />NORTH ARROW
<br />STEEL
<br />A COMPLETE INSTALLATION.
<br />4. PRIME PAINT AND OTHERWISE PREPARE WALL SUBSTRATES IN ACCORDANCE WITH MANUFACTURER'S
<br />(NOTES ARE NOT KEYED ON DRAWINGS)
<br />G.1 ALL CONSTRUCTION IS TO COMPLY WITH ANY AND ALL APPLICABLE LOCAL
<br />DRAWING SCALE: As
<br />indicated
<br />SPECIFICATIONS, AND AS REQUIRED TO RECEIVE FINISHES SPECIFIED.
<br />AND STATE BUILDING CODES.
<br />A
<br />O
<br />SIM
<br />A4.1
<br />FINISH TAG; SEE FINISH SCHEDULE ON
<br />DWG. g7.22
<br />ENLARGED PLAN OR DETAIL
<br />CALLOUT
<br />ROUGH LUMBER
<br />5. INSTALL GYPSUM BOARD FINISH ON UNRATED WALLS TO 6" ABOVE CEILING, TYP., UNLESS NOTED
<br />OTHERWISE ON WALL TYPES.
<br />REVIEW ALL DRAWINGS FOR FINISHES, MILLWORK, FIXTURES AND EQUIPMENT ITEMS THAT WILL
<br />REQUIRE BACK -BLOCKING IN WALLS TO PROPERLY ATTACH SAME. COORDINATE WORK SO THAT ALL
<br />BACK -BLOCKING IS PROVIDED PRIOR TO INSTALLATION OF SUBSTRATES ON PARTITIONS.
<br />G.2 EACH PRIME SUBCONTRACTOR IS RESPONSIBLE FOR OBTAINING AND
<br />PAYING FOR REQUIRED PERMITS AND SCHEDULING REQUIRED INSPECTIONS UNLESS
<br />DIRECTED OTHERWISE BY OWNER.
<br />G.3 GENERAL CONTRACTOR SHALL ERECT TEMPORARY BARRIERS, WARNING
<br />SIGNS, CONSTRUCTION FENCING ETC. TO MAINTAIN A SAFE WORKING
<br />ENVIRONMENT.
<br />DRAWN BY:
<br />CHECKED
<br />BY: Checker
<br />DRAWING TITLE:6.
<br />GENERAL NOTES AND WALL TYPES
<br />PLYWOOD
<br />7. METAL STUD FRAMING AT INTERIOR DOOR JAMBS AND WINDOW SHALL BE 20 GA., TYP.
<br />GA CONSTRUCTION DEBRIS AND DEMOLISHED MATERIALS SHALL BE DISPOSED
<br />ALIGN SURFACES
<br />FINISHED WOOD
<br />8. ISOLATE FRAMING SYSTEM FROM STRUCTURAL LOADING BOTH HORIZONTALLY AND VERTICALLY.
<br />9. PROVIDE SLIP OR CUSHIONED JOINTS AT TOP OF WALLS WHERE THEY MEET STRUCTURAL BEAMS OR
<br />DECK ABOVE. MAINTAIN LATERAL STABILITY.
<br />OF IN A LAWFUL AND TIMELY MANOR.
<br />G.5 CONTRACTOR SHALL PROTECT ALL REQUIRED MEANS OF EGRESS
<br />THROUGHOUT ENTIRE CONSTRUCTION PERIOD.
<br />SHEET NUMBER:
<br />10. DEPTH: 3-5/8" STUDS UNLESS OTHERWISE NOTED, OR REQUIRED TO MEET SPAN AND DEFLECTION
<br />CONSTRAINTS.
<br />G.6 CONTRACTOR SHALL BE RESPONSIBLE FOR THE BRACING AND SHORING OF
<br />THE STRUCTURE THROUGH OUT THE ENTIRE CONSTRUCTION PERIOD.
<br />ARCHITECTURAL PLAN SYMBOLS
<br />MATERIALS LEGEND
<br />GENERAL CONSTRUCTION NOTES
<br />GENE11 RAL INTERIOR WALL NOTES
<br />PERMITTING & LOCAL REQUIRMENTS
<br />•
<br />
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