|
III
<br />A
<br />GENERAL NOTES:
<br />- ALL WORK SHALL CONFORM TO THE CURRENT EDITION OF THE
<br />FLORIDA BUILDING CODES, AND ALL OTHER GOVERNMENTAL OR
<br />REGULATORY AUTHORITIES.
<br />- GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO VERIFY
<br />ALL DIMENSIONS IN THE FIELD. ANY DISCREPANCIES SHALL BE
<br />REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THE
<br />WORK DO NOT SCALE PLANS.
<br />- THE CONTRACTORS SHALL BE RESPONSIBLE FOR FAMILIARIZING
<br />THEMSELVES WITH THE INTENT OF THE DRAWINGS. CONTRACTOR
<br />AGREES THAT HE SHALL BE HELD RESPONSIBLE FOR HAVING
<br />EXAMINED THE SiTE. THE LOCATION OF ALL PROPOSED WORK AND
<br />FOR HAVING SATISFIED HIMSELF, AS TO THE CHARACTER AND THE
<br />NATURE OF THE EXISTING CONDITIONS AND WORK TO BE
<br />PERFORMEDt ALONG WITH THE LOCATION OF EXISTING UTILITIES AND
<br />ANY OTHER OBSTRUCTIONS.
<br />- IT SHALL BE THE RESPONSIBILITY OF ALL SUBCONTRACTORS TO
<br />HAVE EXAMINED AND REVIEWED THE COMPLETE SET OF WORKING
<br />DRAWINGS AND/OR SPECIFICATIONS TO PROVIDE ALL LABOR AND
<br />MATERIALS FOR THEIR RESPECTIVE AREA OF WORK, FOR THE
<br />COMPLETE AND FINISHED INSTALLATION IN COMPLIANCE WITH THE
<br />INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS WHETHER IT IS
<br />INDICATED OR NOT. ALL WORN(, WHETHER INDICATED OR NOT, SHALL
<br />BE IN COMPLIANCE WiTH ALL BUILDING CODES AND ORDINANCES
<br />WHICH ARE APPLICABLE TO THE PROJECT.
<br />- CONTRACTOR TO PROVIDE ALL BARRICADES, SCAFFOLDING, SIGNS,
<br />LIGHTING AND OTHER MEANS OF PROTECTION AS REQUIRED TO
<br />COMPLY WITH ALL STATE LAWS AND LOCAL ORDINANCES TO
<br />SAFEGUARD PROPERTY AND PERSONS. OBSTRUCTIONS SHALL BE
<br />PLACED SO AS NOT TO DIMINISH THE LIFE SAFETY REQUIREMENTS.
<br />- ALL WORK SHALL BE PERFORMED BY QUALIFIED CONTRACTORS IN
<br />STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND
<br />RECOMMENDATIONS.
<br />- ALL MATERIAL AND EQUIPMENT SHALL BE NEW, STORED AND
<br />INSTALLED IN A WORKMANLIKE MANNER STANDARD TO THE TRADE
<br />AND THE AMERICAN SOCIETY OF TESTING MATERIALS.
<br />- THE DESIGN INFORMATION INDICATED ON THE PLANS ARE
<br />INDICATED TO BE A COMPLETE AND WORKABLE SYSTEM IN
<br />ACCORDANCE WITH ALL PRODUCT MANUFACTURER'S SPECIFICATIONS,
<br />EXISTING AND/OR PROPOSED BUILDING DESIGN, FIELD CONDITIONS,
<br />ETC. ALL MISCELLANEOUS MATERIALS, PARTS, DESIGN DIMENSIONS,
<br />WHETHER INDICATED ON THE PLANS OR NOT, SHALL BE INCLUDED
<br />AS PART OF THIS DRAWING PACKAGE.
<br />- THE GENERAL CONTRACTOR OR SUBCONTRACTORS SHALL BE HELD
<br />RESPONSIBLE FOR THE REMOVAL AND THE PROPER DISPOSAL OF
<br />MATERIALS AND ITEMS REFERRED TO AS "DEBRIS" OR DETERMINED
<br />BY THE OWNER OR ARCHITECT TO BE REFUSED.
<br />- THE GENERAL CONTRACTOR SHALL HAVE MADE ALL REMIF ED
<br />PROVISIONS FOR THE REMOVAL OF THE DEBRIS ON SITE.
<br />- GENERAL CONTRACTOR SHALL TAKE ORDINARY PRECAUTIONS TO
<br />SECURE AND PROTECT MATERIALS.
<br />- ALL WOOD MEMBERS IN CONTACT WITH MASONRY SHALL BE
<br />PRESSURE TREATED.
<br />- ALL METAL USED FOR CONNECTING WOOD MEMBERS TO BE
<br />GALVANIZED OR CORROSION RESISTANT.
<br />- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION
<br />FROM THESE DRAWINGS.
<br />- SPECIFIC SECTIONS, DETAILS AND STANDARD DETAILS ARE
<br />INDICATED ON THE DWGS AT LOCATIONS WHERE THEY OCCUR; OR AT
<br />CHARACTERISTIC LOCATIONS, THEY APPLY, UON, TO OTHER
<br />LOCATIONS WHERE IMPLIED BY SIMILARITY OF CONSTRUCTION.
<br />- CONTRACTOR TO COORDINATE SPACE REQUIREMENTS AND
<br />INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE
<br />INDICATED DIAGRAMMATICALLY ON THE DRAWINGS. FOLLOW
<br />ROUTING SHOWN FOR PIPES, DUCTS, AND CONDUIT AS CLOSELY AS
<br />PRACTICABLE. PLACE RUNS PARALLEL WITH LINE OF BLDG. UTILIZE
<br />SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER
<br />INSTALLATIONS AND FOR MAINTENANCE AND REPAIRS.
<br />- IN FINISHED AREAS, UON, CONCEAL PIPES, DUCTS, AND WIRING WITHIN
<br />THE CONSTRUCTION. COORDINATE LOCATIONS OF FIXTURES AND
<br />OUTLETS WITH FINISH ELEMENTS.
<br />- TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE W/ MFR
<br />INSTRUCTIONS.
<br />- PROMPTLY INSPECT SHIPMENTS TO ASSURE THAT PRODUCTS
<br />COMPLY W/ REQUIREMENTS, QUANTITIES ARE CORRECT, AND
<br />PRODUCTS ARE UNDAMAGED.
<br />- SHOULD MFR INSTRUCTIONS CONFLICT V THE DWUGS, REGI EST
<br />CLARIFICATION FROM ARCHITECT/ENGINEER BEFORE PROCEEDING.
<br />- ALL THRESHOLDS SHALL COMPLY WiT14 FLORIDA ACCISS181LITY
<br />CODE, 4.13h AS FOLLOWS:
<br />A. THRESHOLDS NOT TO EXCEED 3/4 NCH FOR EXTERIOR SLIONG
<br />DOORS.
<br />B. THRESHOLDS NOT TO EXCEED 1/2 NCH HEIGHT FOR OTHER
<br />DOOR TYPES.
<br />C. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT
<br />ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO
<br />GREATER THAN 1:2.
<br />- G.C. SHALL FURNISH AND INSTALL CONT. WOOD BLOCK'G IN STUD
<br />PARTITIONS FOR ANCHORAGE OF WALL ATTACHED ITEMS, INCLUDING
<br />BUT NOT LIMITED TO THE FOLLOWING: GRAB BARS, TOILET
<br />ACCESSORIES, HANDRAIL BRACKETS, WALL CABINETS,
<br />WALL -MOUNTED FIXTURES ETC_
<br />- THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING THE
<br />CONTRACTOR W/ ROUGH-N INFO. NECESSARY TO ACCOMODATE THE
<br />INSTALLATIONS OF OWNER FURNISHED AND INSTALLED ITEMS.
<br />- THE CONTRACTOR SHALL INCLUDE ALL OWNER FURNISHED AND
<br />INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL
<br />COORDINATE W/ THE OWNER TO ACCOMODATE THESE ITEMS.
<br />- COORDINATE ALL DEMOLITION EFFORTS W/ T14E OWNER EVERY
<br />EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OPERTATION
<br />AND TO PROVIDE PATRON SAFETY. EXCESSIVE NOISE OR VIBRATION
<br />SHALL BE PRE -APPROVED AND COORDINATED W/THE OWNER
<br />- COORDINATE W/ THE OWNER THE PRE -APPROVED DISRUPTION AND
<br />VERIFICATION OF SERVICE WITHIN THE EXISTING BUILDING 50 AS TO
<br />MINIMIZE THE DISRUPTION OF SERVICE.
<br />- CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE
<br />EXISTING BUILDING WHICH OFFER AN ENCLOSURE TO ISOLATE ANY
<br />DEMOLITION/ CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND
<br />AS DEEMED NECESSARY BY THE OWNER
<br />ABBREVIATIONS:
<br />A
<br />M
<br />AD
<br />ANCHOR iOLT
<br />mm
<br />MAIO W
<br />AVV
<br />ABOVE
<br />MAIL
<br />MANINAL
<br />AC
<br />ACCENOM
<br />MAX
<br />MAXINM
<br />AC
<br />AIR CODMOFUNG
<br />Mc
<br />MEDICINE C NV
<br />ACP
<br />ACCLES6 FLOG"
<br />ACT
<br />AGOII6fICAL CEL M TLB
<br />nam
<br />MECHANICAL
<br />AD
<br />AREA DRAIN
<br />MR
<br />MItIFAICTUER
<br />ADD
<br />ADDEDIM ADJACENT
<br />MID
<br />MDDLE
<br />ADJ
<br />AIO.IISTA11lB
<br />MIN
<br />MINFLM
<br />ANP
<br />AD" RON FLOOR
<br />MMC
<br />F
<br />AHu
<br />Alt HA NXM LNT
<br />ML
<br />MATa4 LINE
<br />E
<br />ALT
<br />ALTERNATE
<br />MLDG
<br />MOULDING
<br />A AM
<br />ALNIlm
<br />MO
<br />PWACN RY OPENING
<br />ANOD
<br />ANODIED
<br />MODE
<br />HOOFED
<br />AP
<br />AOCM PANEL
<br />MID
<br />MOIMIED) (NW
<br />APIWk
<br />A"PRONMATE
<br />pTa
<br />maNTN6
<br />Aw04
<br />ARC MCT(t E) (WW
<br />MIL
<br />METAL
<br />ANN
<br />ASRLLT
<br />MILL
<br />MLLION
<br />AM
<br />A ff"TIC
<br />m
<br />ML LWCW
<br />AAD(
<br />AIDNLWIY
<br />AVG
<br />AVERAGE
<br />AWT
<br />ACOUSTICAL WW1. TREAVIENT
<br />N
<br />AIN
<br />AMA
<br />N
<br />NORTH
<br />D
<br />NA
<br />NOT APPLICABLE
<br />wNOT
<br />N COkIR CT
<br />lip
<br />a PaD
<br />No
<br />N
<br />aM:
<br />eeLGW I711Il4) M DOUR
<br />NOM
<br />NO0MINAKA L
<br />Drcoom
<br />inIrNLNDu6
<br />wNONE
<br />pectic"GOE�1cBiT
<br />ELD
<br />DalARD
<br />GQAW F00TAIGE
<br />KDG
<br />auLDLNG
<br />NT6
<br />NOTNr TOTO OCALE
<br />ILK(G)
<br />eloa(wG
<br />mm
<br />IELOW
<br />am
<br />BEAM/ iENCRw
<br />O
<br />iN
<br />BUNCH
<br />OA
<br />OVERALL
<br />BROW
<br />awac
<br />Oc
<br />ON CANTER
<br />m
<br />BOARD
<br />OD
<br />011m DINTM
<br />an
<br />iRA RING
<br />OF
<br />affm FACE
<br />ow
<br />BRAM
<br />OH
<br />OVEaOAD
<br />as
<br />DOTE om
<br />OF'IDD
<br />OPPG I HAND
<br />ON
<br />lIORTOM
<br />CFO
<br />OPENING
<br />m
<br />OEME04
<br />amp
<br />0410 e
<br />an
<br />EULtAP ROOF
<br />94
<br />IEVELm
<br />P
<br />C
<br />PCJ
<br />PLASTIC Calm aWm
<br />CAD
<br />cAam
<br />p'ED
<br />PEDASTAL STAND
<br />CAP
<br />CAPAWf
<br />PL
<br />PRO°FRrR LNE
<br />co
<br />CATCH DASH/ COVE RMIN
<br />PLAIN
<br />PLASTIC LAMINATE
<br />cc
<br />CENTER TO CENTER
<br />PLA6
<br />Kiww
<br />Cm
<br />c1arENr
<br />PLWO
<br />PLYWOOD
<br />CER
<br />CwAllc
<br />PNL
<br />PANE.
<br />CG
<br />CORDER GUYv
<br />PNT
<br />PANT
<br />Cl
<br />CA6TLRON
<br />FOL
<br />POLA ED
<br />cJ
<br />CONIROL JOINT
<br />PR
<br />POUR
<br />C G
<br />CELNN
<br />ma
<br />rARI1flON
<br />CLR
<br />CLEAR
<br />ro
<br />POUNDS PER SOLVE NCH
<br />CLOT
<br />CLOW
<br />PT
<br />PANT
<br />CM
<br />CROIW M=NG
<br />PIDID
<br />PAPER Tali C100IL011104 'DIAL
<br />CMU
<br />CaNCRE1E MAWO W UNR
<br />PVC
<br />POLY vm CH.ORDE
<br />cal
<br />COL"
<br />cam
<br />ca"
<br />Cal"TION
<br />LE
<br />G
<br />CONIC
<br />CONCOTE
<br />at
<br />GNAW TILE
<br />coif
<br />CONNECTCION)
<br />aJl1'
<br />Qwxm
<br />CUNT
<br />CONTLIm
<br />CONIR
<br />COOT
<br />OUNiRACM
<br />CONSINICTIOM
<br />R
<br />CPT
<br />CAMIT
<br />mm
<br />RADLO/NXIM)
<br />CR
<br />OHAIR RAL
<br />RA
<br />IW WN AIR
<br />cr
<br />CE RAMC TILE COUNTER TOP
<br />0
<br />RE6LL3lT BASE
<br />C TR
<br />caNTER
<br />RCP
<br />REINFORCED CONCRETE "ME
<br />cW
<br />CAD MAIM
<br />RC%
<br />RECEVN9
<br />D
<br />DRYER
<br />DAA18
<br />DLECT APPLED SYNNETIC STUCCO
<br />DE'10
<br />O MOLIT"
<br />DEFT
<br />DE'ANRTMp1l!
<br />mtm%
<br />MAL
<br />DF
<br />DRN(NG FOINTAN
<br />171NM
<br />DLQUI R
<br />DM
<br />DIMENSION
<br />ow
<br />WINNER
<br />Div
<br />pr#u I
<br />ON
<br />DOWEL
<br />OUR
<br />DocR
<br />D6
<br />pm~
<br />DWG
<br />DRAB N6
<br />DOLL
<br />DOIaLE
<br />DW
<br />DIII#ASIEIt
<br />EA
<br />BA04
<br />E
<br />EAST
<br />(7'S
<br />MMOR NILLATIONHIM 6TSTEM
<br />61
<br />WeAN/ION JOINT
<br />LL
<br />ELWATM
<br />mw
<br />Etcm
<br />m"
<br />ELEVATOR
<br />I0"ErR
<br />a BRGENc7
<br />ENCL
<br />Enct oeLrE
<br />E'
<br />E.4STU"MPANT
<br />SO
<br />EOL4L
<br />EarlaOPT
<br />Er11LPF1Dtt
<br />END
<br />AaCMWATER COOLER
<br />am
<br />ELECTRIC WATER HUM
<br />004
<br />E)"w
<br />EXP
<br />pR"AN ION
<br />DGITNG
<br />won
<br />EXT
<br />ExTAaOR
<br />F
<br />FA
<br />FIRE ALARM
<br />F6
<br />FAMWATION
<br />Fat
<br />FACE a: DIWOC
<br />PC
<br />FILE CABINET
<br />pD
<br />FLOM PRAM
<br />FUN
<br />POUFDATION
<br />IE
<br />FIRE 9014 MI 9t
<br />FIG
<br />M RE OM NK*H3t CABINET
<br />FF
<br />FNOW FLOOR
<br />PHc
<br />FIE NOSE CADWET
<br />m
<br />I%Yom)
<br />FO(T
<br />PWW
<br />FLOOR
<br />KA X
<br />Km
<br />FLOUR
<br />BOOR MOUNTED
<br />NILORT!mw
<br />p0
<br />MNSW OPENING
<br />POD
<br />PACE OF a.M
<br />POS
<br />PRICE OF SM
<br />Fr
<br />F11EPIt0oFYNW
<br />pwl
<br />FR"
<br />IR
<br />FILL Gram
<br />Pt
<br />FiITADOT
<br />FTG
<br />POOTIN9
<br />RUT
<br />mmmm
<br />G
<br />GA
<br />GAGE/GAM
<br />GAR
<br />GARAGE
<br />WLV
<br />GALVANiED
<br />am
<br />GRAD am
<br />GC
<br />GBERALCafRAGTOR
<br />GL
<br />CLAN
<br />GRIN
<br />QUIN (WOOD)
<br />am
<br />GROUND
<br />aRT
<br />am
<br />GIP
<br />GROSS SOARE FOOTAGE
<br />am
<br />GYSIMWALLBOARD
<br />6RT
<br />GYPIIM
<br />HI
<br />ILOSE OD
<br />HR
<br />HouR
<br />HOt
<br />HpWIOWE
<br />HOLLQL COTE
<br />I4ATt,7WNE
<br />HDWD
<br />H,YCWOOD
<br />HGTALI(r
<br />IeaHr
<br />m
<br />I4dJ.al METAL
<br />HORrt
<br />NowaoNrAl
<br />HTCs
<br />HEATM
<br />WAG
<br />IEAITN%VENTL.ATNG A
<br />AR CONCWTO LLG
<br />Hu
<br />I
<br />NOT WATER
<br />1p
<br />HIDE DIMtm LNOCE prONWION
<br />W44DNCW
<br />WAND
<br />INCL
<br />NCL.LDE(D) (Nw
<br />N:o
<br />Nv"T"
<br />NIIL
<br />NWLATION
<br />NT
<br />NMRIOR
<br />Hv
<br />HVEQ
<br />re
<br />IRON PIPE GE
<br />.LAIN AANTUR
<br />Ja JNCiONam
<br />Jr. ANVOR a.OW
<br />AST JOIST
<br />AT AaNr
<br />KiT Know
<br />KO KNOCKW
<br />KPL KICK PLATE
<br />LAM
<br />LNI NAED)
<br />L AV
<br />LAVATORY
<br />LD
<br />POW
<br />LiL
<br />LANE
<br />LF
<br />LINEAR FGCTATET
<br />LAOL
<br />LONIMM GN
<br />W
<br />LEFT HAND
<br />LILR
<br />LIFT HAND TEVEaLE
<br />LL
<br />LIVE LOAD
<br />LaA
<br />LACOER
<br />LlTw
<br />LIGHRNG
<br />LA.
<br />LAMNATV vow"Lalm
<br />LWLTV
<br />LJGHTL ONT
<br />REAEF
<br />Imm (R9;3E1NCE
<br />RECPT
<br />100CEMAOLE
<br />REFL
<br />1EFLBCm) (IVFJ
<br />REFR
<br />RE911GEeATTON / pe"SERATOR
<br />REG
<br />RBGWTER
<br />TELNt
<br />RESRDIRCDfD)(NW
<br />IEGp
<br />ROOMED
<br />Ras
<br />PERM
<br />IEV
<br />REVWIOFI
<br />44
<br />RIGHT kw
<br />*IR
<br />POW HAND REVERIE
<br />RD
<br />ROUGH OPENING
<br />RM
<br />mm
<br />Ro
<br />RAW
<br />RT
<br />wESLL3NT TLB
<br />RID
<br />RATED
<br />RD
<br />maw
<br />MC
<br />RAN WATER CoUrm
<br />6
<br />6
<br />UTH SO
<br />SA
<br />SUPFLY AIR
<br />645
<br />SOUND ATTENUATION a.ANET
<br />ec
<br />ecaBISOLID OOZE
<br />Sate
<br />SaiDu=)
<br />w
<br />SECTION
<br />:m
<br />sewn
<br />Lr
<br />SOLWEFEEIA:OOT
<br />SGD
<br />SLDNG GLASS DOOR
<br />/W
<br />ON" HWG
<br />SLY
<br />SwLm
<br />be
<br />sww
<br />SM
<br />SWMLAR
<br />aLNT
<br />SEALANT
<br />am
<br />&WARY NAMON DMF'BNSEe
<br />DIR
<br />SANRARTNMIWIECERACLE
<br />EON
<br />GPL.AR - OT1'o m HAND
<br />SPEC
<br />IMEPICArCK
<br />SOU
<br />SOLVE
<br />IIR
<br />SHELF a ROD
<br />SST
<br />STASURS 611L
<br />ffrC
<br />5awTRANNIN"
<br />IWD
<br />STAFDANRD
<br />MG
<br />SEATING
<br />STL
<br />WEEL
<br />brae
<br />STORAGE
<br />aiAvc
<br />Cur
<br />SWAM
<br />WIIP
<br />aMPAm
<br />/W
<br />sdTw
<br />w
<br />am
<br />T
<br />6TAOW EASIER 4 DRYER
<br />SYmFEITIMCAL
<br />T
<br />THIEAD(b)
<br />TBA
<br />TO BE AISGF®
<br />TiL
<br />TABLE
<br />TC
<br />TOP a: Cm
<br />TO
<br />TOP OF DRAIN
<br />SUM
<br />SCAMUM)
<br />TE./TP
<br />Top
<br />RE.E'FIOFE
<br />TEMPERATILE / TE 1°EEu
<br />TER
<br />lomt4zw
<br />T N G
<br />Ta" 4 GRoo4E
<br />TIK
<br />INICKIFM
<br />TJ
<br />To= JOINT
<br />TOJ
<br />TOP OF JOIST
<br />TO6
<br />TOP OF ILAa
<br />TOW
<br />TOP UP om
<br />Tm
<br />Tom PAPER DIImhm
<br />Tyr
<br />TYWCAL
<br />u
<br />U
<br />uNDHROiT
<br />W.
<br />u CfllW ITERs LANLORATORY
<br />ILI#1
<br />IJwFNIW o
<br />UON
<br />ILIJ?J!6 OTHER" NOTED
<br />UrL
<br />UTILITY
<br />v
<br />VAR
<br />VAM11)(0)
<br />VD
<br />VAPUR DARNER/ VINYL DAZE
<br />va
<br />VM COMFOSTION TLB
<br />VIP
<br />vow N FLED
<br />VNt
<br />ve�Ie
<br />yr
<br />VINYL TILE
<br />VWO
<br />VN71 WILL Covom
<br />W
<br />W
<br />WD1W WWT / WISINaR
<br />lw
<br />WW
<br />WA
<br />WOOD DASE
<br />WC
<br />WATER CLOSET
<br />Wa
<br />WATER COOM
<br />LD
<br />WOOD/ WDCO VB®R
<br />WIT/ Wr
<br />WEIGHT
<br />W
<br />WATER WRATEV HYDRANT
<br />W
<br />WRaLGIiT MN
<br />Mr.
<br />WALK-IN CLOSET
<br />ON
<br />wcm
<br />UP
<br />WALLPAPER
<br />War
<br />WALL aMPER
<br />WM
<br />lamm
<br />WG
<br />WMTHOILT
<br />w
<br />WATERPROOF
<br />to
<br />WINE mvm
<br />Y
<br />T
<br />TARED
<br />BUILDING CODE SUMMARY -COMMERCIAL PROJECTS
<br />BUILDING DATA:
<br />EXIT REQWREME1dTO :
<br />MAXIMUM TRAVEL DISTANCE TO EXIT - 200'-O" FROM ANY PONT
<br />SQUARE FOOTAGE CALCULATIONS:
<br />SQUARE FOOTAGE UNDER IMPROVEMENT 1200 SF.
<br />PERMITTING AGENCY:
<br />CITY OF ZEPHRYHILLS BUILDING DEPARTMENT
<br />APPLICABLE CODES (CURRENT EDITIONS ONLYA
<br />FLORIDA BUILDING CODE 5TH EDITION (2014) BUILDING
<br />FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL
<br />FLORIDA BUILDING CODE 5TH EDITION (2014) EXISTING BUILDNG
<br />FLORIDA BUILDING CODE 5TH EDITION (2014) ENERGY CONSERVATION
<br />FLORIDA BUILDING CODE 5TH EDITION (2014) FUEL GAS
<br />FLORIDA BUILDING CODE 5TH EDITION (2014) PLUMBING
<br />FLORIDA BUILDING CODE 5TH EDITION (2014) MECHANICAL
<br />FLORIDA BUILDING CODE 5TH EDITION (2014) TEST PROTOCOLS
<br />FLORIDA BUILDING CODE 5TH EDITION (2014) ACCESSIBILITY CODE
<br />2008 NATIONAL ELECTRICAL CODE
<br />2010 FLORIDA FIRE PREVENTION CODE
<br />DESIGNED N ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014, SECTION
<br />1609 FOR DESIGN PRESSURES.
<br />WHOLE BUILDING: NUMBER EXITS:
<br />TOTAL SQUARE FOOTAGE 1200 Sr-. DIVIDED BY NET/sa FT PER OCCUPANCY 100
<br />12 TOTAL NUMBER OF PEOPLE ON FLOOR NUMBER OF DOORS PROVIDED 2
<br />NUMBER OF DOORS REQUIRED: 1
<br />ACTUAL NUMBER OF SEALS: 13 FIXTURE COUNT SUMMARY•
<br />TOTAL NUMBER OF OCCUPANTS: 12
<br />NUMBER OF FIXTURES REQUIRED: I
<br />SYMBOLS: NUMBER OF FIXTURES PROVIDED: I
<br />(I UNISEX)
<br />EXIT REOUIREMENTS :
<br />L ALL EXIT DOORS THAT RE6I<11RE PANIC HAROWARE WILL MEET
<br />TFE CRITERIA OF NFPA 1011211
<br />2. PER NFPA 10112.L5, DOORS SHALL BE ARRANGED TO BE
<br />OPENED READILY FROM THE EGRESS SIDE WHENEVER THE
<br />BUILDING IS OCCUPIED.
<br />FIRE PREVENTION CODES:
<br />L ALL CONSTRUCTION MUST MEET T1 E REQUIREMENTS OF NFPA 241,
<br />2M EDITION FOR STANDARD OF SAPEGUARONG
<br />CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS.
<br />2. ALL CONSTRUCTION MUST COMPLY WITH 2O10 FLORIDA FIRE
<br />PREVENTION CODE WA I AND NFPA 101)
<br />3. ALL CONSTRUCTION MUST MEET THE CONDITIONS OF NFPA-101
<br />20W EDITION CHAPTER 10, INTERIOR FINISH CLASSIFICATION
<br />LIMITATIONS.
<br />4. MUST MEET THE REQUIFV'IENTS OF NFPA-10 200 EDITION AND
<br />NPA 101, SECTION 9.14, STANDARD FOR PORtAIBLE FIRE
<br />EXTINGUISHERS.
<br />5. ALL FIRE EXTINGUISHERS MUST BE CERTPIED SY FIRE
<br />EXTINGUISHER COMPANY.
<br />INSULATION NOTE:
<br />THE EXISTING BUILDING WAS CONSTRUCTED UXTN INSULATION THAT
<br />MEETS THE 20104 FLORIDA ELUILDMG CODE, bN EDITION
<br />T EIREPOIRE, NO ADDITIONAL INSULATION WILL NEED TO BE ADDED
<br />IN THIS SCOPE OF WORK
<br />DRINKING FOUNTAIN NOTE:
<br />L PER TABLE 403.1(1), DRAWING FOUNTAINS ARE NOT
<br />REQUIRED ON OCCUPANCY LOAD OF PA OR FEWER
<br />THEREFORE OUR SPACE DOESN'T REQUIRE A DRWING
<br />FOUNTAIN AS OUR OCCUPANT LOAD iS B.
<br />AN INTERIOR BUILD OUT FOR:
<br />SUZIN NAILS AND SPA
<br />6013 GALL BOULEVARD
<br />ZEPHRYHILLS, FL
<br />PROJECT RECORD
<br />ISSUE DATE: 01/0/6
<br />REVISION DATE REMAI o
<br />PROJECT SUMMARY
<br />Nis PROJECT CONSISTS OF-
<br />-DEMOLITION OF EXISTING TENANT SPACE AS S 40M ON PLANS
<br />-RENOVATION OF SPACE ADDING NEW WALLS AND MILLWORK
<br />-MECHANICAL, ELECTRICAL, AND PLUMBING AS SHO LANE.
<br />SZ-t!y _3NIpvv)(AA
<br />� S
<br />SHEET INDEX
<br />A-1 SHEET INDEX / SPECIFICATIONS / VICINITY LS-I LIFE SAFETY PLAN j V� qa0,� J �?ICt7I:7�I �IQI�O i 1 '�'u )� t)1.[ZIt�n32ld A-2 RENOVATION PLAN 11VII IAI Alddhoj ,I1HITs NOn111V
<br />A-3 REFLECTED CEILING PLAN
<br />A-4 HC RESTP00M DETAILS AND ELEVATIONS
<br />E-1 ELECTRICAL LWTING s RECEPTACLE PLAN
<br />E-2 ELECTRICAL PANEL SCHEDULE AND SPECIFICATIONS
<br />P-1 SANITARY PLUMBING PLAN
<br />P-2 HOT 1 COLD WATER PLUMBING PLAN
<br />M-1 MECHANICAL PLAN
<br />M-2 MECHANICAL PLAN
<br />mould Y��T 1�o�3b
<br />pA
<br />ALL EXTERIOR WINDOWS AND GLASS DOORS ARE
<br />REQUIRED TO BE TESTED IN ACCORDANCE WITH
<br />ANSVAMMA/NWWDA 101/152 STANDARD AND BEAR AN
<br />AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER;
<br />PERFORMANCE CHARACTERISTICS AND APPROVED
<br />PRODUCT TESTING ENTITY.
<br />ALL WINDOWS AND WALK DOORS SHALL HAVE MINIMUM
<br />DESIGN PRESSURES OF +42.6 /-51.0 PSF
<br />ALL GARAGE DOORS SHALL HAVE MINIMUM DESIGN
<br />PRESSURES OF +38.1 /-480 PSF
<br />WIND DESIGN METHOD = ALTERNATE ALL HGT METHOD
<br />ULTIMATE WIND SPEED (3 SECOND WIND GUST) 146 MPH (3 SEC. GUST)
<br />NOMINAL WIND SPEED 16 MPH
<br />WIND IMPORTANCE FACTOR 1.0
<br />RISK CATEGORY OF STRUCTURE 11
<br />WIND EXPOSURE B
<br />WIND ENCLOSURE COEFFICIENT +/- 0.18 (ENCLOSED)
<br />DESIGN CLADDNG PRESSURE FOR WALL/ROOF ZONES I THRU 5 PER ASCE 1.
<br />COMPONENTS AND CLADDING
<br />ROOF 6 10 SQFT
<br />+ 24D /- 822
<br />PSF
<br />20 SQFT
<br />+ 22.4 /- 14.6
<br />PSF
<br />0 50 SOFT
<br />+ 193 /- 643
<br />PSF
<br />r 100 SOFT
<br />+ 11.4 /- 51.0
<br />1 %
<br />WALL r 10 SQFT
<br />+ 42.6/- 51.0
<br />PSF
<br />A 20 SCIIFT
<br />+ 400- 532
<br />PSF
<br />50 SQFT
<br />+ 381 /- 48.0
<br />PSF
<br />a I00 SQFT
<br />+ 363/- 442
<br />PSF
<br />- 1334 PSF
<br />WIND TABLE
<br />SCALE: V.S.
<br />* TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND
<br />BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, 5TH EDITION 2014.
<br />* THE DRAWINGS t DESIGN ARE VALID FOR 12 MONTHS FROM DATE
<br />OF 13ENG SEALED.
<br />TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS OR
<br />ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE
<br />MINIMUM FIRE SAFETY STANDARDS.
<br />ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE
<br />CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED
<br />TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />188E DATE BY:
<br />IWVIEW VlAbAb
<br />PERMIT OlAbA5
<br />REV.
<br />REV.
<br />REV.
<br />REV.
<br />TH W DOGI!'B M MIGN6, NOTES, DETAILS AND
<br />64XVCATM *0 CONCEM AM M SOLE
<br />PROPERTY OF PRAZE DE NC. AND 8-L4LL NOT BE
<br />REPRODILCEA, RE<JEED OR COPIED FOR OTHER
<br />MM10cM, IN WOLF OR PART W WCUT THE WNWM
<br />CONSENT OF FRANK FRAE, ARC14MSCT, AJA.
<br />ALL RNGHAD AN RISOMM BY THE ARCN-0TECT N
<br />ACCORDANCE WTN U& COPYRNWT *0 PATENT L4&
<br />IL AMiMt= IEPRODUCTION WILL W PROSECUTED
<br />TO THE FULL 17ew OF THE Lau
<br />III
<br />¢
<br />>?�
<br />Q
<br />ONp
<br />A
<br />00
<br />z
<br />N
<br />"00
<br />1
<br />�
<br />A
<br />w
<br />�
<br />W
<br />C�
<br />a
<br />a\
<br />.o
<br />N
<br />N
<br />t`
<br />I
<br />b
<br />N
<br />CIS
<br />w
<br />�
<br />�
<br />U
<br />a
<br />O
<br />z
<br />x
<br />SHEET tItLE
<br />SKEET INDEX
<br />VICINITY MAP,
<br />4
<br />SPEC IP I CAT IONS
<br />e4-Er=T NUMBE
<br />Ir
<br />
|