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MATERIAL LEGEND SYM50L LEGEND
<br />CONSTRUCTION NOTES
<br />GENERAL NOTES
<br />WILDING CODE INFORMATION
<br />INDEX OF: DRAWINGS
<br />APPLICABLE CODES AND STA1�A�8ORK
<br />EARTH/ FILL
<br />1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL
<br />1. ALL WSHALL CONFORM TO THE LATEST ADOPTED EDITION OF
<br />TI 1TILE / CODE &W
<br />THE FLORIDA BUILDING CODE: SEVENTH EDITION (2020)
<br />-
<br />BE IN ACCORDANCE WITH ASTM E84. ALL FINISH MATERIALS SHALL
<br />THE NATIONAL FIRE CODE "FLORIDA BUILDING CODE," "FLORIDA
<br />MEET A CLASS "B" INTERIOR FINISH RATING IN EXIT AND EXIT
<br />PLUMBING CODE," "FLORIDA MECHANICAL CODE;' "NATIONAL
<br />+ ACCES8151LITY
<br />AG1 ARCMITEGRA& SITE KM
<br />BRICK BUILDING SECTION SYMBOL
<br />ACCESS AREA. CLASS "C" ELSEWHERE.
<br />ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE,
<br />•BUILDING
<br />ARCHITEMUM SI1E MAU
<br />AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES
<br />•MECHANICAL
<br />2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE
<br />HAVING LOCAL JURISDICTION.
<br />• FLUMBING
<br />CONCRETE
<br />WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT.
<br />LSi LIFE S4%W
<br />MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT
<br />2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN
<br />BE USED.
<br />ACCORDANCE WITH THE CURRENT EDITION OF THE "GENERAL
<br />Ala I`LOOR FLAN
<br />STUCCO, CEMENT PLASTER, LIGHTWEIGHT CONCRETE _
<br />CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIIA DOCUMENT
<br />3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE
<br />A201.
<br />Ab ENLARGED TOILET ROCJi'4 PL."
<br />WALL SECTION SYMBOL
<br />CMU- LARGE SCALE
<br />IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18"
<br />A.F.F. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS,
<br />3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE
<br />FLORIDA FIRE PREVENTION CODE: SEVENTH EDITION
<br />Ak.- DN"ENB CNN Rj= PLAN
<br />AZ
<br />101: FLORIDA 2018
<br />`
<br />TO THE ARCHITECT ANY MATERIALS, EQUIPMENT, OR DESIGN
<br />NFPA LIFE SAFETY CODE EDITION
<br />119R,EM CEILM PLAN
<br />TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER FRG-2406.1
<br />OF
<br />A3 ItOF PLAN
<br />FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN
<br />NFPA 10: NATIONAL ELECTRICAL CODE 20n EDITION
<br />CMU- SMALL SCALE
<br />4. OBJECTS PROTRUDING FROM WALLS WiTH THEiR LEADING EDGES
<br />VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF
<br />Ada E EL.EYATIONS
<br />2010 ADA STANDARDS FOR ACCESSIBLE DESM
<br />-
<br />BETWEEN 21" AND 80" ABOVE THE FINISHED FLOOR SHALL
<br />THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF
<br />AAb EXiEFJM EL.EYATIONS
<br />PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS,
<br />ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS.
<br />Ma W4U. SEGTIOI�ib
<br />METAL -LARGE SCALE DETAIL °SYMBOL
<br />PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21"
<br />ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE
<br />4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN,
<br />AO.Jb WALL WiCTIM
<br />STANDING OBJECTS MOUNTED ON POST OR PYLONS MAY OVERHANG
<br />EXPERIENCED IN THE WORK OF THEIR TRADE, TO ENSURE FiRST
<br />USE AND OCCUPANCY CLASSIFICATION
<br />Abc WALL 8ECTIM
<br />METAL OR SHEET METAL -SMALL SCALE
<br />12". PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF
<br />CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE
<br />ASd WALL SECI'IM
<br />BUSINESS - 3,138 SF
<br />SECTION 304: BUSINESS GROUP 15"
<br />AN ACCESSIBLE ROUTE OR MANEUVERING SPACE.
<br />STANDARDS SHALL BE REMOVED AND REPLACED AT NO
<br />Abe ENNA D PETALS
<br />ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO
<br />WOOD FINISH
<br />5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITS AT IE
<br />REMOVE AND REPLACE UNSATISFACTORY WORK, THE CONTRACTOR
<br />ASP MAW= DETAILS
<br />DETAIL SYMBOL
<br />LOCATIONS INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED
<br />MAY REMOVE AND REPLACE iT, AND CHARGE THE COST TO THE
<br />Aft ENLARGED DETAILS
<br />CABINETRY, FiRE EXTINGUISHER CARNETS, TOILET ACCESSORIES,
<br />SUBCONTRACTOR
<br />WOOD BLOCKING CONTINUOUS `
<br />GRAB BARS, WALL STOPS, ETC- 18GA. GALV. FLAT METAL MAY BE
<br />Aba DOOR SGEEDIX.E / DOOR DETAILS
<br />USED IN LOCATIONS APPROVED BY ARCHITECT.
<br />5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO
<br />BUiLDIidC•� NEIGMS AND AREAS
<br />DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE
<br />-
<br />Abb WHXW GCE' " / WHVJ PETALS
<br />_ WOOD BLOCKING INTERMITTENT
<br />6, ANY CONCEALED COMBUSTIBLE SPACE IN WHiC4 BUILDING
<br />SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT
<br />/
<br />ArB WOW DETAILS
<br />Al MERIOR ELEYATiAlb
<br />TABLES 5043, 504,4, 5062
<br />MAX ALLOWED
<br />pRpy(pEp
<br />HAVING A FLAME SPREAD INDEX GREATER THAN CLASS
<br />PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED
<br />INTERIOR ELEYATiM / CAOW
<br />PETALS
<br />TOTAL BUILDING AREA
<br />9jd00 SF
<br />3,138 SF
<br />gk C, _0 F.F.E. ELEVATION MARK
<br />A ARE EXPOSED SHALL BE DRAFTSTOPPED AS FOLLOWS:
<br />TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE
<br />PLYWOOD TOP OF SLAB
<br />rol EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL
<br />DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE
<br />BUILDING I.ErAT
<br />40 FT
<br />33'-4"
<br />BE FIRESTOPPED AT EACH FLOOR LEVEL, AT THE TOP STORY
<br />REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
<br />101 nM R-OM / CELWs PLAN AND R MN SCINIDILE
<br />CEILING LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS
<br />AFTER COMPLETION OF THE PROJECT.
<br />Ni ARCHi1EC1l" SFECMATIM
<br />GYPSUM WALLBOARD
<br />62. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DiViDED BY
<br />NUMBER OF STORIES
<br />2
<br />1
<br />ARCNtTECT141 SPECFICATIONS
<br />INTERIOR ELEVATION MARK
<br />DRAFTSTOPS INTO AREAS NOT TO EXCEED 3)000 SQFT
<br />6. ALL PRODUCTS AND PARTS SHALL Fit TOGETHER NEATLY, WITHOUT
<br />ro3.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE
<br />DAMAGE OR DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED
<br />- RIGID INSULATION
<br />FLOOR OR ABOVE ROOF SHALL BE DRAFTSTOPPED FOR THE
<br />SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/
<br />$ 51RUC1ti�?AL$
<br />KEYED DRAWING NOTES
<br />FULL DEPTH OF THE SPACE ALONG THE LINE OF SUPPORT FOR
<br />FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL NON
<br />6L2 TYipM DETAILS
<br />THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, 1F
<br />CONFORMING WORK SHALL BE REJECTED AND RE-ACCOMPLiSHED
<br />TYPES OF CONSTRUCTION
<br />$
<br />> BATT INSULATION
<br />NECESSARY, AT OTHER LOCATIONS TO FORM AREAS NOT TO
<br />BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE
<br />EXCEED 1,000 SQFT FOR ANY SPACE BETWEEN CEILING AND
<br />OWNER
<br />62J FOJVATION PLAN
<br />TYPE OF CONSTRUCTION - VB NON-SPRIN<LERED
<br />DOOR NUMBER SYMBOL
<br />FLOOR, AND 3000 SOFT "ANY SPACE BETWEEN CEILING
<br />622 ROOF FR41Ws KM
<br />TABLE 60 - FIRE RESISTANCE RATING FOR BWLDNrs ELEMENTS
<br />AND ROOF
<br />1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF
<br />623 HIGH ROOF PRM* s PUNT
<br />�}
<br />6A.DRAFTSTOPPiNG MATERIALS SHALL BE NOT LESS THAN 1/2'"
<br />NEW COMPONENTS.
<br />53J ML. GECTIM
<br />THICK GYPSUM BOARD, 15/32" PLYWOOD, OR OTHER
<br />BWLDING EU31 M
<br />REQUIRED
<br />PROVIDED
<br />000 ROOM NUMBER SYMBOL
<br />APPROVED MATERIALS THAT ARE ADEQUATELY SUPPORTED
<br />6. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF
<br />632 WALL SEGTIm
<br />6.5.THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED
<br />CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL
<br />pRMq� STRUCTURAL FRAME
<br />0
<br />0
<br />64•i $0I' m /v PETALS
<br />NOT BE BROKEN UP FOR BID PURPOSES. SUCH ACTION MAY RESULT
<br />842 SECTIONS *0 DETAILS
<br />BMWs WALLS - EXTERIOR
<br />0
<br />0
<br />(j WINDOW SYMBOL
<br />1. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS UL., GA. OR OTHER
<br />APPROVED TESTING AGENCIES ARE CONSIDERED PROPRIETARY.
<br />IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK
<br />TO BE PERFORMED.
<br />$¢3 .r S � PETALS
<br />BEARING WALLS INTERIOR
<br />0
<br />0
<br />PROPRIETARY ASSEMBLIES MUST BE BUILT UTILIZING THE
<br />-
<br />644A SECTIM ALE? DETAILS
<br />NONBEARING WALLS AND PARTITIONS - EXTERIOR
<br />0
<br />0
<br />COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING
<br />9. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
<br />AGENCY.
<br />PERSONALLY FIELD INSPECT THE PROJECT SITE PRIOR TO THE
<br />PI PU s RAOR PLAN - &WARY
<br />NONBEARW% WALLS AND PARTITIONS - INTERIOR
<br />0
<br />0
<br />PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION IS
<br />PZ PU s R= PLAN - WATER
<br />FLOOR CONSTRUCTION AND SECONDARY MEMBERS
<br />0
<br />0
<br />8. PROVIDE AND INSTALL TYPE ABC 10 LB PORTABLE FIRE
<br />REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR
<br />REVISION
<br />EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS OR AS OTHERWISE
<br />WITH THE EXISTING CONDITIONS AND THEiR INTERFACE WITH THE NEW
<br />ROOD"
<br />ROOF CONSTRUCTION AND SECONDARY MEMBERS
<br />0
<br />0
<br />DIRECTED BY THE LOCAL FIRE MARSHAL.
<br />CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS.
<br />N RHVII6 GMPLAN
<br />9. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN
<br />10. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN
<br />FS PI.ls
<br />PS RECL.AM"i T*K SM&I DETAIL
<br />TABLE 602 - FIRE RESISTANCE RATNG FOR WERIOR WALLS BEARING: AND NON BEARING
<br />ACCORDANCE WITH ASTM E 84.
<br />GUARANTEE FOR ALL WORK (EQUIPMENT, MATERIALS, AND LABOR),
<br />BASED ON FIRE SEPARATION DISTANCE
<br />AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE (i)
<br />P1 GAR U{ PETALS
<br />10. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN
<br />YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL
<br />FIRE WIPAR,q�N DISTANCES
<br />REWIRED
<br />PROVIDED
<br />P8 PL L M" RISERd kv ec"Mm
<br />LESS THAN W-0"
<br />1 WR
<br />I HR
<br />ACCORDANCE WiTH THE PROVISIONS OF ASTM C 635 AND ASTM C
<br />APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL
<br />PS PLIMNS SPECFIGArM
<br />636.
<br />COST t0 THE OWNER
<br />��y��
<br />E) �/l�iiu"iR
<br />PRIUNIA iC LAYCIff
<br />FROM 5'-01 TO 10'-01
<br />i H
<br />I HR
<br />11. MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM
<br />11. IT SHALL BE THE RESPONSIBILITY OF THE G.C. ANDIOR
<br />_
<br />WALL TYPES
<br />SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND
<br />CONTRACTORS TO COMPLY WITH ALL THE REQUIREMENTS OF THE
<br />FROM to'-O' TO 30'-0"
<br />0
<br />0
<br />M 194 4M PLO0IIZ PLAN
<br />SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE WITH
<br />OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE US.
<br />CsREATER THAN 30'-0•
<br />0
<br />0
<br />MZ hCca•IAt+IIi,AL ROOF PLAN
<br />ASTM E 84.
<br />DEPARTMENT OF LABOR AND REQUIRE ALL iTS SUBCONTRACTORS
<br />AND EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED
<br />M3 MECIONiGAL. NOTES *0 SCW.ES
<br />12. INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND
<br />STATE OR LOCAL LAWS.
<br />M4 MECHANICAL PETALS
<br />FiRE AND SMOKE P1�OTECTION FEATURES
<br />_
<br />KEY PLAN SECTION SYMBOL
<br />WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT
<br />NMMICrBIL E�TB
<br />SURFACE TO A HEIGHT OF (4) FOUR FEET ABOVE THE FINISHED
<br />12, THE DATA GIVEN HEREIN AND ON THE DRAWINGS 15 AS EXACT AS
<br />FLOOR MINIMUM, THE MATERIALS USED iN SUCH WALLS SHALL BE OF
<br />COULD BE SECURED. THEIR ABSOLUTE ACCURACY 15 NOT
<br />AGO81BLY TIRE RATWA
<br />REQUIREp
<br />PROVIDED
<br />A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
<br />GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT LOCATIONS,
<br />El ELECTRICAL. SPECMATIM
<br />MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL
<br />EZ ELECI'FCAL LIGIM PLAN
<br />13, SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE
<br />SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF
<br />FiRE WALL - 106J AND TABLE 106.4
<br />WA
<br />WA
<br />ES ELECTRICAL P01M PLAN
<br />SHAFT A14D EXIT ENCLOSURES - 113.4 / 1020.1
<br />LATEST ADOPTED FLORIDA ACCESSIBILITY CODE FOR BUILDING
<br />THE BUILDING. DO NOT SCALE PRINTS. VERIFY ALL DIMENSIONS
<br />E4 ELECTRICAL RISER DIAGRAM AAD PANEL. SCFLES
<br />CONSTRUCTION AND SHALL COMPLY WITH CHAPTER 1 SECTION 103
<br />WITH THE ARCHITECT PRIORI TO COMMENCING WORK
<br />LESS THAN 4 STORIES
<br />WA
<br />WA
<br />SIGNS.
<br />ES ELECTRICAL DETAILS
<br />OCCUPANCY SEPARATION - 1013.9 / 5084
<br />WA
<br />WA
<br />13, THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL
<br />E5a ELECIRtG,e,L, EpJIPIW LIST
<br />NOT BE ALTERED IN ANYWAY BY THE CONTRACTOR OR THE OWNER
<br />E$Z ELECTRCCAI. EQJIPhENIT LIST
<br />ALTERATIONS SHALL BE MADE ONLY BY THE ARCHITECT OF
<br />TENANT SEPARATION - 108.1
<br />WA
<br />N/A
<br />E53 ELECTRICAL. EpJIPM':TIT LIST
<br />EXIT PASSAGEWAY-1013.4 / 10243
<br />WA
<br />WA
<br />RECORD.
<br />ESA ELECTM& EGUII°hM LIST
<br />14. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL
<br />EW CAR WASH EGUP'W *0 DETAILS
<br />INFORMATION.
<br />HORIZONTAL EXIT - 10135 / 1026a
<br />WA
<br />WA
<br />EW CM DASH - COWL VINTAGE
<br />SINGLE OCCUPANCY FIRE AREA - 1013a0
<br />N/A
<br />N/A
<br />Ma CM WASH - MMOR IIM
<br />EW GAR ELEJ�ICAL. SC TIC
<br />1 I NOTES
<br />ARCHITECT'S PROJECT 5I�
<br />•
<br />F�.�iDA i�V 1 A�� T AL g�Vl'�1�/�. "'
<br />CORRIDORS (OCCUPANT LOAD LESS THAN 30) -
<br />1020a (uNSPRiNKLERED)
<br />N/A
<br />NIA
<br />91W - EL IRLIN
<br />EW CAR W45H ELECTRICAL PANEiB
<br />Eu6 CAR KOM - 01YISION OF WOW / LEG#' O
<br />MEANS OF EGRESS
<br />EN GAR W M - =*M W RX CONFk WTION
<br />THE PRODUCTS IDENTIFIED IN THE FLORIDA PRODUCT APPROVAL
<br />SCHEDULE ARE THE DIRECT RESULT OF THE PRODUCT'S MANUFACTURER
<br />EU CAR WAM - SCWMTIG FM CAMATIA+I
<br />TABLE 1004E - MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT
<br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLARIFICATION OF
<br />IN DESIGNING, TESTING AND GAINING APPROVAL FOR THE PRODUCT
<br />ED CAR WASH - FM INNA1V CO VW LAYOZ
<br />FIND PANCIES IN OR
<br />DOCUOMISSIONS THE
<br />MEETING THE REQUIREMENTS OF THE BUILDING CODE. BY
<br />EM CAR WASH - POS ELECTRICAL DI,IIL Wa LAYOUT'
<br />FROSHOULD
<br />DRAWINDER
<br />GS OR DOCUMENTS, OR SHOULD HE BE
<br />6'-0°
<br />T, THEFLORIDA
<br />PT
<br />SIGNING AND SEALING THIS DOCUMENT, THE ARCHITECT IS ACCEPTING
<br />FLOOR
<br />IN DOUBT AS TO THEIR MEANING, HE SHALL NOTIFY THE ARCHITECT
<br />y
<br />RESPONSIBILITY FOR THE SELECTION OF THE PRODUCT IN MEETING THE
<br />AREA
<br />OCCUPANCY
<br />SQUARE
<br />AREA N
<br />TOTAL
<br />S
<br />ED CAR W M - WAV CANT LAYOUT
<br />FIVE PAYS OR MORE BEFORE DATE SET TO RECEIVE BIDS, WHO WILL
<br />SIGN TO BE
<br />REQUIREMENTS OF THE FLORIDA BUILDING CODE, BUT NOT FOR THE
<br />FOOTAGE
<br />SQ.FT. PER
<br />OCCUPANTS
<br />EII+b CM W - PXjT LAYGI,IT
<br />SEND, AFTER CONSIDERATION, IDENTICAL INSTRUCTIONS TO ALL
<br />MOUNTED ON I
<br />RESPONSIBILITY OF THE PRODUCT ITSELF.
<br />OCCUPANT
<br />Ell CAR WASH - FM POW LAYOUT'
<br />BIDDERS. iN THE EVENT CLARIFICATION 15 DEEMED NECESSARY,
<br />2, x 6' x 1/2"
<br />EW CAR IIIASH - FM POKER SCFEDU.E
<br />OFFICE /
<br />NEITHER OWNER NOR ARCHITECT WILL BE RESPONSIBLE FOR ORAL
<br />INSTRUCTIONS.
<br />EXTERIOR
<br />SYSTEM
<br />MANUFACTURER
<br />PRODUCT
<br />APPROVAL NUMBER
<br />LOBBY
<br />BUSMSS
<br />2W SF
<br />100
<br />3
<br />EU CAR W45H - FM COMMMATM LAYA,R
<br />GRADE
<br />PLYWOOD ,..,�,
<br />ENTRANCES
<br />YKK
<br />35D
<br />FL 120W2
<br />WASH TUNNEL /
<br />E 0 GAR W45H • pmcatL (CATION Sf�EDU
<br />2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL UTILITY
<br />TAPS, ELECTRICAL
<br />,
<br />727 ' 78a• 7525
<br />EQUIP/
<br />STORAGE /
<br />EQWFMExT
<br />3;440 W
<br />300
<br />12
<br />E.11 CAR KUM • RX GATE COMML. LA►YMt
<br />WINDOWS
<br />YKK
<br />YES 45 FI
<br />FL 121B262
<br />CONNECTIONS, EXISTING PLUMBING PANEL
<br />i
<br />STa�
<br />EV CAR W M -GATE GONWIL 6CHE �EP.T.
<br />DOORS
<br />CURRIES
<br />HOLLOW METAL
<br />FL 11531.1
<br />TOTALS
<br />3,138 SF
<br />B
<br />LOCATIONS, GAS METERS AND MECHANICAL EQUIPMENT AGAINST THE
<br />PLANS AND REPORT ANY DISCREPANCIES DURING: THE BID
<br />w„..: tt� r„RY
<br />4 x 4 x �,_:„�,,F,M•v,:n,,,,:,., , M
<br />EP1 SITE PHOTA+EIIQIG PLAN
<br />V-0" WOOD
<br />PROCE55,
<br />P05t
<br />W2 SITE PHO?ONEii�lC DETAILS
<br />@
<br />LOUVER MECHANICAL
<br />RUSKM COMPANY
<br />HORIXOONT BLADE
<br />FL 21829.4
<br />EN E#6CIRiCAL SiTE PLAN
<br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION AND
<br />LOUVER
<br />SUBMITTALS TO UTILITY COMPANIES FOR THIS PROJECT.
<br />y�
<br />MEANS OF EGRESS
<br />REQUIRED
<br />PROVIDED
<br />ESDiO - THERMISER
<br />4. GENERAL CONTRACTOR SHALL VERIFY GOVERNING REQUIREMENTS
<br />OVERHEAD
<br />COOK COMPANY
<br />ROWs
<br />ROLLWs -
<br />FL 11411b
<br />PRIOR TO 51D AND ALL REQUIREMENTS FOR A COMPLETE FIRE
<br />APPROXIMATE `t
<br />ROLL -UP DOOR
<br />-"OF!
<br />NON -INSULATED /
<br />SPRINKLER 5Y6TEM ARE TO BE INCLUDED IN 51D.
<br />GRADE
<br />NON -IMPACT RATED
<br />EGRESS WIDTH PER
<br />02" x OC = TOTAL
<br />3"
<br />SNAP -CLAD
<br />5. CONTRACTOR TO 5A5E 51D ON PROVIDING FIRE EXTINGUISHERS AS
<br />ALUMINUM ROOF
<br />SHOWN ON PLANS AND TO COORDINATE WITH LOCAL FIRE MARSHAL
<br />METAL ROOFING,
<br />PETERSEN ALLNINUM
<br />SYSTEM 16a PALL
<br />FL 244238
<br />MINff1UM CLEAR EXIT
<br />32"
<br />>32 „
<br />REQUIREMENTS.
<br /><;, 1 1 t i
<br />WITH STIFFENING
<br />DOOROPETIING - 1010.0
<br />PROJECT
<br />c t I i
<br />RIBS, ,04 T14ICKNESS
<br />6. CONTRACTOR SHALL BID THIS PROJECT COMPLETELY WiTH NO
<br />!
<br />t t ^ J 1
<br />MAXIMIM COM•iON PATH OF
<br />< 5,
<br />EXCEPTIONS UNLESS INSTRUCTED BY OWNER CONTRACTOR SHALL
<br />TRAVEL -TABLE 10061U
<br />PROVIDE ALLOWANCES ON ANY ITEM THAT CAN NOT BE RESOLVED
<br />,.
<br />1 j "`
<br />Qj ( `'
<br />REG�UiRED Sl�'iITTALS RE Y IEW
<br />DURING THE BiD PROCESS.
<br />�� L�
<br />CONSTRUCTION OF A SINGLE STORY FREE STANDING MASONRY
<br />EXIT ACCESS TRAVEL
<br />CARWASH INCLUDING BUILDING, FULL SITE DEVELOPMENT AND
<br />1. CONTRACTOR SHALL PROVIDE UNIT PRICING TO OWNER ON ALL
<br />DISTANCE- TABLE 10112
<br />200
<br />`2�
<br />UTILITIES.
<br />PHONE:, GAS, TELECOMMUNICATION, AND POWER COST FOR THIS
<br />CONCRETE • ELECTRICAL
<br />MMMUh'( NUMBER OF
<br />PROJECT INCLUDING BUT NOT LIMITED TO TRENCHING, CONDUIT, LINE
<br />NOTES:
<br />ANCHOR BOLT • ROOFING
<br />CIViL DRAWINGS ARE NOT PART OF THIS DESIGN( PACKAGE AND WILL
<br />PULLS, CONNECTION, ETC.
<br />0STRUCTURAL STEEL STOREFRONT SYSTEMS
<br />EXITS - 10062.1, Oft
<br />2
<br />3
<br />BE SUBMITTED UNDER A SEPARATE PERMIT
<br />1. GENERAL CONTRACTOR TO PROVIDE AND
<br />JOISTS AND DECK • DOORS AND HARDWARE
<br />8. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR HAS INCLUDED
<br />INSTALL 51GNAGE FOR OLIVERI ARCHITECTS TO
<br />LIGHT GAUGE MILLWORK
<br />BUILDING SiGNAGE IS NOT PART OF THIS SCOPE AND WILL BE
<br />iN HIS BID/PRICING THE HIGHEST QUALITY AND GREATEST QUANTITY
<br />BE LOCATED VISIBLE TO MAIN ROAD / ENTRY.
<br />• PLUMBING + EXTERIOR FINISHES
<br />SUBMITTED UNDER A SEPARATE PERMIT
<br />FOR THE PURPOSE OF RE50LVING ANY CONFLICTS IN THE
<br />HVAC • INTERIOR FINISHES
<br />CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED.
<br />2. SIGN TO BE MOUNTED AS SHOWN OR MOUNTED TO
<br />PROJECT FENCING.
<br />9. ALL 51D NUMBERS SHOULD INCLUDE BREAKDOWN OF UNiT PRICE.
<br />3. CONTACT OLIVER[ ARCHITECTS FOR IMAGE FILE.
<br />PROJECT TEAM
<br />ARCHITECT'S STATEMENT
<br />LOCATION MAP
<br />DEVRI OFEQ
<br />TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THE PLANS AND
<br />.E£'
<br />oumQ
<br />NCJ INVESTMENT CO., INC.
<br />1320 EAST 9TH AVENUE
<br />ALLIANt PARTNERS LLC
<br />1320 E. 9TH AVENUE
<br />SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING
<br />CODES AND THE APPLICABLE FiRE SAFETY STANDARDS A53
<br />=r r
<br />TAMPA, F 33602
<br />P L
<br />TAMPA, FL 33605
<br />DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH�n
<br />1813) 424-1814
<br />1813I 342 -3602
<br />SECTION 110.e.4.4 FBC AND CHAPTER 633, FLORIDA STATUTES.
<br />�
<br />}
<br />AJQC 4[TEGT
<br />MECA4MICA i
<br />x
<br />OLIVERI ARCHITECTS
<br />32101 US. HWY.i9
<br />Fi rmQf'QIC_dl
<br />MOCI FLORIDA INC.
<br />PALM HARBOR FLORIDA 34684
<br />121-1ST-1525
<br />405 2ND STREET SOUTH, SUITE Bq
<br />SAFETY HARBOR, FLORIDA 34695
<br />121-698-0398
<br />� agag _ � y .�
<br />C' � � /..r!'.G Du,£ ��,�`• „���..h... Vic' 3,
<br />�� F ���� �� I#R
<br />SrtF4£
<br />STIRUCTURAL
<br />CIVIL
<br />�� � ' � •f "fir%' s"�� ��;s „ ,'�r��'�'��"�ff ,
<br />MOHAN ENGINEERING
<br />BOWLER ENGINEERING
<br />� s �:.•� ."�!.' £ �'' r�` �'
<br />3040 GULF TO BAY BLVD., SUITE 209
<br />CLEARWATER FLORIDA 33159
<br />3520 NORTHDALE BLVD SUITE 3008
<br />121. 191. 1505
<br />tAMPA, FLORIDA 33624
<br />813.812.4100
<br />REVISIONS
<br />BY
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<br />Date: 08. 25. 21
<br />Scale: AS NOTED
<br />Project Mgr: AC
<br />Drawn: MS
<br />Job: 21-082
<br />Sheet
<br />T2
<br />
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