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<br />N
<br />T
<br />CO
<br />00
<br />N
<br />N
<br />O
<br />N
<br />N
<br />T
<br />ABBREVIATIONS
<br />A.F.F. ABOVE FINISHED FLOOR
<br />A.P.
<br />ACCESS PANEL
<br />A.C.P.
<br />ACOUSTICAL CEILING PANEL
<br />ADD.
<br />ADDENDUM
<br />ALT.
<br />ALTERNATE
<br />AL.
<br />ALUMINUM
<br />A.B.
<br />ANCHOR BOLT
<br />ANOD.
<br />ANODIZED
<br />ARCH.
<br />ARCHITECTURAL
<br />A.D.
<br />AREA DRAIN
<br />B.U. ROD
<br />BACK-UP ROD
<br />BSMT.
<br />BASEMENT
<br />BM.
<br />BEAM
<br />B.M.
<br />BENCH MARK
<br />BLKG.
<br />BLOCKING
<br />BD.
<br />BOARD
<br />BOT.
<br />BOTTOM
<br />BLDG.
<br />BUILDING
<br />B.L.
<br />BUILDING LINE
<br />B.U.R.
<br />BUILT-UP ROOF
<br />B.G.
<br />BUTT GLAZING
<br />BUMPER GUARD
<br />C.I.P.
<br />CAST IN PLACE
<br />CLG.
<br />CEILING
<br />CEM.
<br />CEMENT
<br />CTR.
<br />CENTER
<br />C.L.
<br />CENTER LINE
<br />CER.
<br />CERAMIC
<br />C.T.
<br />CERAMIC TILE
<br />COL.
<br />COLUMN
<br />C.R.
<br />COLD ROLLED
<br />C.
<br />COMPACT PARKING SPACE
<br />COMM.
<br />COMMUNICATIONS
<br />CONC.
<br />CONCRETE
<br />C.M.U.
<br />CONCRETE MASONRY UNIT
<br />CONST.
<br />CONSTRUCTION
<br />CONT.
<br />CONTINUOUS
<br />CONTR.
<br />CONTRACTOR
<br />C.J.
<br />CONTROL JOINT
<br />COORD.
<br />COORDINATE
<br />C.G.
<br />CORNER GUARD
<br />DECOR.
<br />DECORATIVE
<br />DET.
<br />DETAIL
<br />DIA.
<br />DIAMETER
<br />DIM.
<br />DIMENSION
<br />D.S.
<br />DOWN SPOUT
<br />DRG.
<br />DRAWING
<br />DN.
<br />DOWN
<br />GENERAL NOTES
<br />EA.
<br />EACH
<br />LG.
<br />LONG
<br />R.
<br />RISER
<br />E.W.
<br />EACH WAY
<br />LOC.
<br />LOCATION
<br />RAD.
<br />RADIUS
<br />ELEC.
<br />ELECTRIC
<br />LLH.
<br />LONG LEG HORIZONTAL
<br />R.D.
<br />ROOF DRAIN
<br />E.W.C.
<br />ELECTRIC WATER COOLER
<br />LLV.
<br />LONG LEG VERTICAL
<br />RM.
<br />ROOM
<br />EL.
<br />ELEVATION
<br />L.P.
<br />LOW POINT
<br />R.O.
<br />ROUGH OPENING
<br />ELEV.
<br />ELEVATION
<br />MFR.
<br />MANUFACTURER
<br />RW.
<br />RED WOOD
<br />EQ.
<br />EQUAL
<br />MAS.
<br />MASONRY
<br />S.A.B.
<br />SOUND ATTENUATION BLANKET
<br />EQUIPMENT
<br />M.O.
<br />MASONRY OPENING
<br />SCHED.
<br />SCHEDULE
<br />EXIST.
<br />EXISTING
<br />MAX.
<br />MAXIMUM
<br />SECT.
<br />SECTION
<br />E.J.
<br />EXPANSION JOINT
<br />M.E.P.
<br />MECH./ELEC./PLUMB.
<br />SHT.
<br />SHEET
<br />EXT.
<br />EXTERIOR
<br />MECH.
<br />MECHANICAL
<br />SIM.
<br />SIMILAR
<br />FIN.
<br />FINISH
<br />M.D.F.
<br />MEDIUM DENSITY FIBERBOARD
<br />S.O.G.
<br />SLAB ON GRADE
<br />F.F.
<br />FINISH FLOOR
<br />MTL.
<br />METAL
<br />STC.
<br />SOUND TRANSMISSION COEFFICIENT
<br />F.E.C.
<br />FIRE EXTINGUISHER CABINET
<br />MIN.
<br />MINIMUM
<br />SPEC.
<br />SPECIFICATION
<br />F.H.C.
<br />FIRE HOSE CABINET
<br />MISC.
<br />MISCELLANEOUS
<br />SQ.
<br />SQUARE
<br />F.V.C.
<br />FIRE VALVE CABINET
<br />MOD.
<br />MODIFIED
<br />S.F.E.C.
<br />SURFACE MTD. FIRE EXT. CAB.
<br />FLASH.
<br />FLASHING
<br />M.B.
<br />MODIFIED BITUMEN
<br />S.S.
<br />STAINLESS STEEL
<br />FLR.
<br />FLOOR
<br />M.S.L.
<br />MEAN SEA LEVEL
<br />S.P.
<br />STAND PIPE
<br />F.D.
<br />FLOOR DRAIN
<br />N.A.
<br />NOT AVAILABLE
<br />STD.
<br />STANDARD
<br />FT.
<br />FOOT
<br />N/A
<br />NOT APPLICABLE
<br />STL.
<br />STEEL
<br />F.R.P.
<br />FIRE RESISTANT PANELS
<br />N.I.C.
<br />NOT IN CONTRACT
<br />STRUC.
<br />STRUCTURAL
<br />F.V.
<br />FIELD VERIFY
<br />N.T.S.
<br />NOT TO SCALE
<br />S.O.
<br />STRUCTURAL OPENING
<br />GALV.
<br />GALVANIZED
<br />O.C.
<br />ON CENTER
<br />SYS.
<br />SYSTEM
<br />G.I.
<br />GALVANIZED IRON
<br />OPNG.
<br />OPENING
<br />THK.
<br />THICK
<br />G.L.
<br />GRID LINE
<br />OPP.
<br />OPPOSITE
<br />T.&G.
<br />TONGUE & GROOVE
<br />GA.
<br />GAUGE
<br />O.H.
<br />OPPOSITE HAND
<br />T.C.
<br />TOP OF CURB
<br />GEN.
<br />GENERAL
<br />O.H.
<br />OVER HEAD
<br />T.O.P.
<br />TOP OF PARAPET
<br />GL.
<br />GLASS
<br />O.D.
<br />OUTSIDE DIAMETER
<br />T.O.S.
<br />TOP OF SLAB
<br />GYP. BD.
<br />GYPSUM BOARD
<br />OVERFLOW DRAIN
<br />T.W.
<br />TOP OF WALL
<br />HDBD.
<br />HARDBOARD
<br />O.A.
<br />OVER ALL
<br />T.S.
<br />TRANSITION STRIP
<br />HDW.
<br />HARDWARE
<br />PTD.
<br />PAINTED
<br />T.
<br />TREAD
<br />HDWD.
<br />HARDWOOD
<br />PR.
<br />PAIR
<br />TYP.
<br />TYPICAL
<br />H.
<br />HEIGHT
<br />P.LAM.
<br />PLASTIC LAMINATE
<br />U.N.O.
<br />UNLESS NOTED OTHERWISE
<br />HT.
<br />HEIGHT
<br />PREFAB.
<br />PREFABRICATED
<br />U.O.D.
<br />UNDERSIDE OF DECK
<br />H.P.
<br />HIGH POINT
<br />P.R.T.D.
<br />PRESSURE TREATED
<br />U.O.R.
<br />UNDERSIDE OF RAMP
<br />H.M.
<br />HOLLOW METAL
<br />P.L.
<br />PROPERTY LINE
<br />V.GR.
<br />"V"-GROOVE
<br />HOR.
<br />HORIZONTAL
<br />PLUMB.
<br />PLUMBING
<br />VERT.
<br />VERTICAL
<br />H.B.
<br />HOSE BIB
<br />PLYWD.
<br />PLYWOOD
<br />VEST.
<br />VESTIBULE
<br />HR.
<br />HOUR
<br />PT.
<br />POINT
<br />V.W.C.
<br />VINYL WALL COVERING
<br />I.D.
<br />INSIDE DIAMETER
<br />POL.
<br />POLISHED
<br />V.C.T.
<br />VINYL COMPOSITION TILE
<br />INSUL.
<br />INSULATION
<br />P.C.
<br />PRECAST CONCRETE
<br />W.S.C.T.
<br />WAINSCOT
<br />INT.
<br />INTERIOR
<br />PORTLAND CEMENT
<br />W.P.
<br />WATERPROOF (ING)
<br />J.T.
<br />JOINT
<br />RECP.
<br />RECEPTACLE
<br />WP•
<br />WORK POINT
<br />K.P.
<br />KICK PLATE
<br />R.F.E.C.
<br />RECESSED FIRE EXT. CABINET
<br />W.W.M.
<br />WELDED WIRE MESH
<br />KO.
<br />KNOCK -OUT
<br />R.F.V.C.
<br />RECESSED FIRE VALVE CABINET
<br />W.F.
<br />WIDE FLANGE
<br />LAV.
<br />LAVATORY
<br />R.C.P.
<br />REFLECTED CEILING PLAN
<br />W/
<br />WITH
<br />LT.
<br />LIGHT
<br />REF.
<br />REFER OR REFERENCE
<br />W/O
<br />WITHOUT
<br />REINF.
<br />REINFORCING
<br />WD•
<br />WOOD
<br />REQ'D
<br />REQUIRED
<br />W.W.F.
<br />WELDED WIRE FABRIC
<br />1. THESE PLANS HAVE BEEN PREPARED TO LIMIT, CONVEY, EXPLAIN, AND DEFINE CONDITIONS AND
<br />SPECIFIED REQUIREMENTS, PIPE SIZES, AND MANNER OF ERECTING WORK. THE CONTRACTOR
<br />SHALL REALIZE THAT THE DRAWINGS COULD NOT DELVE INTO EVERY STEP, SEQUENCE, OR
<br />OPERATION NECESSARY FOR THE COMPLETION OF THE PROJECT WITHOUT DRAWING ON THE
<br />CONTRACTOR'S INGENUITY OR EXPERIENCE, THEREFORE IT IS A MANDATORY REQUIREMENT OF THIS
<br />PROJECT THAT THE PLUMBING, MECH. & ELEC. SUBCONTRACTOR VISIT THE SITE PRIOR TO
<br />BIDDING, TO THOROUGHLY FAMILIARIZE THEMSELVES W/THE EXISTING CONDITIONS AND THE
<br />PROPOSED IMPROVEMENTS. NO REQUEST FOR CHANGE IN CONTRACT PRICE WILL BE CONSIDERED
<br />FOR WORK REQUIRED THAT COULD HAVE BEEN DETERMINED BY A THOROUGH INSPECTION OF THE
<br />WORK AREA AND PROPOSED IMPROVEMENTS.
<br />2. OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR THE DETAILS OF WORK WHICH ARE
<br />CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED
<br />OR MISDESCRIBED DETAILS OF THE WORK. ALL WORK SHALL BE PERFORMED AS FULLY AND
<br />CORRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
<br />3. THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED HIM IMMEDIATELY UPON THEIR RECEIPT,
<br />AND SHALL PROMPTLY NOTIFY SPRING ENGINEERING, INC. OF ANY DISCREPANCIES. THE
<br />CONTRACTOR SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE LAYING OUT THE
<br />WORK, AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY.
<br />4. SUBCONTRACTORS BIDDING THIS PROJECT SHOULD CAREFULLY REVIEW ALL PAGES OF THE PLANS.
<br />ITEMS UNDER THEIR SUB -TRADE MAY BE DENOTED ON SHEETS OTHER THAN THOSE SPECIFICALLY
<br />MARKED M, E OR P. GENERAL CONTRACTOR SHOULD INSURE THAT SUBCONTRACTORS REVIEW
<br />COMPLETE SETS OF DRAWINGS.
<br />5. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE
<br />CONSTRUCTION DOCUMENTS
<br />6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE/COMPLIANCE WITH THE LOCAL, STATE, FEDERAL
<br />CODES AND ORDINANCES.
<br />7. THESE CONSTRUCTION DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SPRING ENGINEERING, INC.
<br />ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND/OR USE OF THESE MATERIALS (OR ANY
<br />PORTION OF THEM) WITHOUT SEI, INC.'S PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED.
<br />8. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE SITE, REVIEW THE CONTRACT
<br />DOCUMENTS, PERMIT REQUIREMENTS AND BECOME THOROUGHLY FAMILIAR WITH THE CONDITIONS OF
<br />THIS SITE.
<br />g. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS:
<br />1.) TRANSITION STRIPS WHERE ALL DISSIMILAR FLOOR FINISHES MEET.
<br />2.) BLOCKING FOR ALL ITEMS TO BE ANCHORED OR SECURED TO WALLS, FLOORS AND CEILINGS. 3.)
<br />CONCEAL ALL PIPING IN WALLS, FLOORS, ABOVE CEILINGS, ETC.
<br />1 p. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC. THAT ARE SHOWN AND/OR NOTED ON ANY
<br />PLAN, SECTION, DETAIL OR SCHEDULE SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS
<br />NOTED OTHERWISE.
<br />DENTAL EQUIPMENT COORDINATION GENERAL NOTES
<br />1. THE GENERAL CONTRACTOR SHALL ENSURE THE PROTECTION OF ALL EQUIPMENT FURNISHED UNDER HIS/HER CONTRACT
<br />AND BY OTHERS.
<br />6.
<br />2. ROUGH -IN AND FINISH WORK FOR DENTAL EQUIPMENT IS TO BE ACCORDING TO TEMPLATES FURNISHED BY THE
<br />MANUFACTURERS OF EQUIPMENT BEING INSTALLED. THE ESS WILL POSITION THE TEMPLATES IN THEIR PROPER
<br />LOCATIONS, AT WHICH TIME ALL SPECIFICATIONS ON THE PLANS WILL BE EXPLAINED TO THE GENERAL CONTRACTOR OR
<br />7.
<br />SUBCONTRACTOR(S). ALL SPECIFIED SIZES OF PIPES, TUBING, FITTINGS, ETC., AS WELL AS PROPER HEIGHTS MARKED,
<br />MUST BE STRICTLY FOLLOWED. ANY DEVIATIONS ON SIZES OR HEIGHTS OF PIPES, TUBING, AND/OR FITTINGS MUST BE
<br />CORRECTED BEFORE THE EQUIPMENT CAN BE INSTALLED, AND ANY SUCH EXTRA EXPENSE WILL BE THE RESPONSIBILITY
<br />8.
<br />OF GC AND/OR THE SUBTRADE.
<br />9.
<br />3. THE GC SHALL SEAL ANY/ALL FLOOR AND FIRE PENETRATIONS MADE BY HENRY SCHEIN INSTALLERS AT THE FINISHING
<br />STAGES WITH THE APPROPRIATE MATERIAL.
<br />4. THE GC SHALL PROVIDE DOOR THRESHOLDS & DOOR SEALS NECESSARY FOR DENTAL EQUIPMENT SOUND
<br />ATTENUATION.
<br />5. THE GENERAL CONTRACTOR SHALL SUPPLY FASTENERS, ANCHORS, ACCESSORIES AND ADHESIVES REQUIRED FOR
<br />FABRICATION AND ERECTION OF THE WORK. KEEP EXPOSED FASTENERS TO A MINIMUM, NEATLY LAID OUT AND EVENLY
<br />10
<br />SPACED. FLOOR FINISHES ARE TO BE CONTINUOUS UNDERNEATH MILLWORK AND EQUIPMENT. TRANSITIONS AND
<br />VARIATIONS BETWEEN FLOOR FINISHES TO BE SMOOTH AND LEVEL TO REDUCE INJURY WITH USE. PROVIDE 3/4" (19MM)
<br />PLYWOOD SUPPORT BETWEEN STUDS FOR ALL WALLS TO SUPPORT UPPER CABINETRY AND SHELVING, INCLUDING
<br />RECEPTION AND ALL TREATMENT ROOMS. WOOD SUPPORTS ABOVE THE CEILING MAY NEED TO BE FIRE RATED, FOLLOW
<br />LOCAL CODES.
<br />REFERENCE LEGEND
<br />REVISION MARK
<br />SECTION
<br />DETAIL
<br />INTERIOR ELEV. DESIGNATION
<br />TARGET ELEVATION
<br />REVISION NUMBER
<br />3 --� SECTION NUMBER
<br />�OO _ , SHEET ON WHICH
<br />SECTION IS DRAWN
<br />3 DETAIL NUMBER
<br />A200 SHEET ON WHICH
<br />DETAIL IS DRAWN
<br />VIEW NUMBER/
<br />ELEVATION NUMBER
<br />A300 SHEET ON WHICH
<br />ELEVATION IS DRAWN
<br />LEVEL
<br />0'-01,
<br />PRIOR TO POURING THE CONCRETE FLOOR AND ENCLOSING ALL WALLS, THE GENERAL CONTRACTOR SHALL
<br />CONTACT THE ESS AND INSTALLATION TECHNICIAN FOR FINAL INSPECTION OF PLUMBING, ELECTRICAL AND
<br />WOOD SUPPORTS.
<br />ALL LABOR AND MATERIAL NECESSARY FOR CHANGES IN EXISTING PLUMBING, CARPENTRY, AND ELECTRICAL WORK
<br />MUST BE DONE AND SUPPLIED BY THE GENERAL CONTRACTOR AND IS NOT INCLUDED IN THE COST OF EQUIPMENT.
<br />ALL PLUMBING AND ELECTRICAL LINES ARE TO BE CONCEALED UNLESS OTHERWISE SPECIFIED.
<br />HENRY SCHEIN DENTAL WILL ASSEMBLE AND CONNECT TO UTILITIES WHICH ARE REQUIRED FOR OPERATION OF THE
<br />DENTAL OFFICE (SUCH AS ELECTRICAL, DOMESTIC WATER, SANITARY, GAS, AIR, AND VACUUM) PROVIDED SUCH
<br />CONNECTIONS BY OTHER TRADES ARE SUPPLIED CORRECTLY (WITH PROPER CONNECTIONS, FITTINGS, AND
<br />JUNCTIONS) AND COMPLETE, AS SPECIFIED BY HENRY SCHEIN DENTAL. HENRY SCHEIN DENTAL WILL CONNECT TO
<br />SUCH FITTINGS AND/OR JUNCTIONS PROVIDED OUR SERVICE TECHNICIANS ARE PERMITTED TO DO SO BY OTHER
<br />TRADES AND ARE NOT PROHIBITED FROM WORKING BY THEIR TRADE UNION AFFILIATION OR LACK OF TRADE UNION
<br />AFFILIATION. INSTALLATION PERMITS, IF REQUIRED, SHALL BE OBTAINED BY TRADES WHO PROVIDE THE SERVICE.
<br />PRIOR TO POURING THE CONCRETE FLOOR AND ENCLOSING ALL WALLS AND CEILINGS, THE GENERAL
<br />CONTRACTOR SHALL CONTACT THE ESS AND INSTALLATION TECHNICIAN FOR FINAL INSPECTION OF PLUMBING,
<br />ELECTRICAL AND WOOD SUPPORTS.
<br />Project Summary
<br />LEGAL JURISDICTION:
<br />PASCO COUNTY, FLORIDA
<br />CODE:
<br />BUILDING CODE:
<br />2020 FLORIDA BUILDING CODE 7TH EDITION - BUILDING
<br />PLUMBING CODE:
<br />2020 FLORIDA BUILDING CODE 7TH EDITION - PLUMBING
<br />ELECTRICAL CODE:
<br />NATIONAL ELECTRIC CODE - 2017, NFPA 7TH EDITION
<br />MECHANICAL CODE:
<br />2020 FLORIDA BUILDING CODE 7TH EDITION - MECHANICAL
<br />LIFE SAFETY CODE:
<br />NFPA 101 - 2018 EDITION
<br />FIRE CODE:
<br />2020 FLORIDA FIRE PREVENTION CODE 7TH EDITION
<br />FLORIDA ACCESSIBILITY CODE:
<br />2020 FLORIDA BUILDING CODE 7TH EDITION - ACCESSIBILITY
<br />ENERGY CODE:
<br />2020 FLORIDA BUILDING CODE 7TH EDITION - ENERGY CONSERVATION
<br />BUILDING INFORMATION:
<br />SEPARATE PERMITS REQUIRED FOR FIRE ALARM AND FIRE SPRINKLER
<br />CONSTRUCTION TYPE:
<br />TYPE VB - SPRINKLERED
<br />OCCUPANCY CLASSIFICATION: (PER 2020 FBC 7TH Ed.)
<br />GROUP "B" BUSINESS
<br />(PER NFPA 101)
<br />BUSINESS
<br />LIGHT FRAME TRUSS CONSTRUCTION (FSS 633.222):
<br />BUILDING PLACARD IS NOT REQUIRED
<br />AREA/OCCUPANT LOAD:
<br />SEE LIFE SAFETY PLAN FOR OCCUPANT LOADS
<br />TOTAL BUILDING AREA:
<br />6,527 S.F.
<br />ALLOWABLE BUILDING HEIGHT / STORIES / AREA - PER FLOOR:
<br />(PER FBC TABLE 504.3 / 504.4 / 506.2) GROUP B, SPRINKLERED:
<br />60' / 3 STORIES / 36,000 SF
<br />AREA INCREASE PER 506.2.1 (100% PERIMETER < 20')
<br />36,000 + (9,000 x .75) = 42,750 SF
<br />FIRE SEPARATION DISTANCE (FBC TABLE 602):
<br />B
<br />X < 5
<br />1 - HOUR
<br />5<X<10
<br />1 -HOUR
<br />10<X<30
<br />0-HOUR
<br />X>30
<br />0-HOUR
<br />FIRE RATING OF BUILDING ELEMENTS (FBC TABLE 601):
<br />PRIMARY STRUCTURAL FRAME
<br />0 - HOUR
<br />BEARING WALLS (EXTERIOR)
<br />0 - HOUR
<br />BEARING WALLS (INTERIOR)
<br />0 - HOUR
<br />NON -BEARING WALLS AND PARTITIONS (EXTERIOR)
<br />0 - HOUR
<br />NON -BEARING WALLS AND PARTITIONS (INTERIOR)
<br />0 - HOUR
<br />FLOOR CONSTRUCTION AND SECONDARY MEMBERS
<br />0 - HOUR
<br />ROOF CONSTRUCTION AND SECONDARY MEMBERS
<br />0 - HOUR
<br />EGRESS REQUIREMENTS
<br />EGRESS WIDTH PER OCCUPANT (FBC SECT 1005.3.1/ 1005.3.2):
<br />STAIRS 0.3/ OTHER 0.2 (PER OCCUP.)
<br />(NFPA TBL 7.3.3.1):
<br />STAIRS 0.3/ OTHER 0.2 (PER OCCUP.)
<br />MAXIMUM TRAVEL DISTANCE - BUSINESS (FBC TABLE 1017.2 / NFPA TABLE A.7.6 - SPRINKLERED) 300 FT MAX
<br />FIRE RATING OF EXIT ACCESS CORRIDORS (FBC TABLE 1020.1 - SPRINKLERED): 0 HOUR
<br />DEAD END CORRIDORS (FBC SECT 1020.4 - SPRINKLERED/ NFPA TABLE A.7.6
<br />- SPRINKLERED): 50 FT. MAX.
<br />COMMON PATH OF TRAVEL (FBC TABLE 1006.2.1 SPRINKLERED / NFPA TABLE A.7.6 - SPRINKLERED) 100 FT. MAX
<br />SHEET
<br />SHEET NAME
<br />U)
<br />W
<br />o
<br />z
<br />0
<br />F-
<br />D
<br />F_
<br />w
<br />z
<br />cr
<br />.-
<br />z
<br />O
<br />Fn
<br />N
<br />z
<br />O
<br />Fn
<br />m
<br />z
<br />O
<br />Fn
<br />oWc
<br />t
<br />z
<br />O
<br />F
<br />Lo
<br />z
<br />O
<br />A000
<br />COVER SHEET
<br />X
<br />A001
<br />DRAWING INDEX, NOTES, AND ABBREVIATIONS
<br />X
<br />A002
<br />LIFE SAFTEY PLAN
<br />X
<br />A101
<br />FLOOR PLAN
<br />X
<br />A102
<br />DIMENSION PLAN
<br />X
<br />A103
<br />ROOF PLAN
<br />X
<br />A104
<br />ROOF DETAILS
<br />A201
<br />BUILDING ELEVATIONS
<br />X
<br />A300
<br />FINISH SCHEDULE
<br />X
<br />A301
<br />FINISH PLAN
<br />X
<br />A401
<br />REFLECTED CEILING PLAN
<br />X
<br />A501
<br />BUILDING SECTIONS
<br />X
<br />A551
<br />WALL SECTIONS
<br />X
<br />A552
<br />WALL SECTIONS
<br />X
<br />A575
<br />WALL TYPES
<br />X
<br />A600
<br />DOOR SCHEDULE/ TYPES/ HARDWARE
<br />X
<br />A601
<br />GLAZING ELEVATION
<br />X
<br />A700
<br />ENLARGED RESTROOM PLANS AND ELEVATIONS
<br />X
<br />A701
<br />ENLARGED PLANS AND ELEVATIONS
<br />X
<br />A750
<br />MILLWORK SECTIONS
<br />X
<br />A900
<br />DETAILS
<br />X
<br />S000
<br />STRUCTURAL SPECIFICATIONS
<br />X
<br />S101
<br />FOUNDATION PLAN
<br />X
<br />S201
<br />ROOF FRAMING PLAN
<br />X
<br />S301
<br />CANOPY FRAMING PLAN & DETAILS
<br />X
<br />S302
<br />CANOPY FRAMING PLAN & DETAILS
<br />S500
<br />STRUCTURAL DETAILS
<br />X
<br />S501
<br />STRUCTURAL DETAILS
<br />X
<br />S502
<br />STRUCTURAL DETAILS
<br />X
<br />S503
<br />STRUCTURAL DETAILS
<br />X
<br />S601
<br />CMU ELEVATIONS
<br />X
<br />M-1
<br />HVAC PLANS
<br />X
<br />X
<br />M-2
<br />ROOF PLAN
<br />X
<br />X
<br />M-3
<br />HVAC SCHEDULES
<br />X
<br />X
<br />M-4
<br />HVAC DETAILS
<br />X
<br />X
<br />M-5
<br />HVAC DETAILS
<br />X
<br />X
<br />E101
<br />POWER PLAN
<br />X
<br />X
<br />E102
<br />LIGHTING PLAN
<br />X
<br />X
<br />E103
<br />RISER DIAGRAM
<br />X
<br />X
<br />E104
<br />PANEL SCHEDULES
<br />X
<br />X
<br />P-1
<br />SANTIARY & VENT PLANS
<br />X
<br />X
<br />P-2
<br />PLUMBING PIPING PLANS
<br />X
<br />X
<br />P-3
<br />PLUMBING RISER DIAGRAMS
<br />X
<br />X
<br />P-4
<br />PLUMBING SCHEDULES, NOTES, & DETAILS
<br />X
<br />X
<br />P-5
<br />PLUMBING DETAILS
<br />X
<br />X
<br />r'IKVUUC I AI PROV/AL U/A I /A
<br />NO.
<br />PRODUCT CATEGORY
<br />SUB CATEGORY
<br />MANUFACTURER
<br />MODEL
<br />APPROVAL NO.
<br />EXPIRATION DATE
<br />REMARKS
<br />1
<br />PANEL WALLS
<br />CURTAIN WALLS
<br />YKK AP AMERICA
<br />YHC 300 OG
<br />FL 13433.1-R12
<br />12-31-2023
<br />REFER TO FLOOR PLAN AND1aLAZING ELEVATIONS
<br />2
<br />PANEL WALLS
<br />STOREFRONT
<br />YKK AP AMERICA
<br />YHS 50 FI
<br />FL 14218-R12
<br />12-31-2023
<br />REFER TO FLOOR PLAN AND GLAZING ELEVATIONS
<br />3
<br />PANEL WALLS
<br />SIDING
<br />MBCI, L.P.
<br />FW-120-1 (12" PANEL W/ 6" BEAD)
<br />FL 11917.4-RV
<br />12-31-2023
<br />USED FOR CANOPY SOFFIT, REFER TO REFLECTED CEILING PLAN
<br />4
<br />ROOFING
<br />SINGLE PLY ROOFING
<br />CARLISE SYNTEC SYSTEMS
<br />TPO SINGGE PLY (SC-23)
<br />FL 16440.1-R22
<br />04-07-2023
<br />REFER TO ROOF PLAN AND WALL SECTIONS
<br />5
<br />EXTERIOR DOORS
<br />SWINGING DOOR (SF)
<br />YKK AP AMERICA
<br />35H
<br />FL 16554-R9
<br />12-31-2023
<br />REFER TO GLAZING ELEVATIONS AND DOOR SCHEDULE
<br />6
<br />EXTERIOR DOORS
<br />HM DOORS
<br />CURRIES DIV. OF AADG, INC.
<br />747 - SINGLE FLUSH/ PAIR OF DOORS
<br />FL 8394.5-R6
<br />12-31-2025
<br />REFER TO DOOR SCHEDULE
<br />NOTE: THE CONTRACTOR SHALL SUBMIT MANUFACTURER TEST DATA AND INSTALLATION/ FASTENING REQUIREMENTS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SUBMITTALS SHALL INCLUDE, BUT MAY
<br />NOT BE LIMITED TO, ALUMINUM STOREFRONT GLAZING SYSTEMS, EXTERIOR DOORS AND FRAMES, AUTOMATIC SLIDING ENTRY DOORS, EXTERIOR WALL CLADDING AND ROOFING SYSTEMS.
<br />PLUMBING FIXTURE CALCULATIONS
<br />TOTAL BUSINESS OCCUPANT LOAD = 6,527 S.F. / 150 S.F. = 44 OCCUPANTS
<br />44 TOTAL OCCUPANTS / 2= 22 MALE, 22 FEMALE
<br />PLUMBING
<br />FIXTURE
<br />CODE
<br />FIXTURES REQUIRED
<br />FIXTURES PROVIDED
<br />WATER CLOSET
<br />FBC 2020 TABLE 2902.1
<br />1 MALE
<br />6 SINGLE -USER
<br />1 PER 25 - FOR FIRST 50, 1 PER 50 EACH ADDITIONAL
<br />1 FEMALE
<br />FACILITIES
<br />50
<br />LAVATORY
<br />FBC 2020 TABLE 2902.1
<br />1 MALE
<br />6 SINGLE-
<br />1 PER 40 - FOR FIRST 80, 1 PER 80 EACH ADDITIONAL
<br />1 FEMALE
<br />USER
<br />80
<br />FACILITIES
<br />DRINKING
<br />FBC 2020 TABLE 2902.1
<br />2
<br />2
<br />FOUNTAIN
<br />1 PER 100
<br />SERVICE SINK
<br />FBC 2020 TABLE 2902.1
<br />1
<br />1
<br />1 PER 100
<br />'ADA MANEUVERING CLEARANCES AT MANUAL SWING DOOR
<br />- - Z - - �
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<br />HINGE APPROACH, PULL SIDE
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<br />LATCH APPROACH, PUSH SIDE
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<br />FRONT APPROACH, PUSH SIDE
<br />HINGE APPROACH, PULL SIDE
<br />LATCH APPROACH, PULL SIDE
<br />24" N
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<br />DOOR PROVIDED WITH CLOSER
<br />REVIEWED FOR
<br />CODE COMPLIANCE
<br />UNIVERSAL ENGINEERING SCIENCES
<br />FRONT APPROACH, PUSH SIDE,
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<br />THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
<br />SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
<br />COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT
<br />WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN
<br />PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
<br />FOR
<br />CONSTRUCTION
<br />ISSUE DATE: 01 .24.2022
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<br />NOTES, AND
<br />ABBREVIATIONS
<br />DESIGNED BY: DJR
<br />DRAWN BY: DJR
<br />CHECKED BY: DJR
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<br />SHEET NO.
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