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ABCC Docs (Clubhouse) 15.PLYWODD SHALL BEPROVIDED INACCORDANCE WITH THE RECOMMENDATIONS BE THE AMERICAN S H E P P H I R D GENERAL 3. WINDLOADS: REINFORCEMENT STRSTR CTS PLYWOODASSOCIATION(APA).THE MINIMUM THICKNESSES WHICH FOLLOW SHALL BE NCREASED 1, NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION,MANUAL OR CODE(WHETHER OR BASIC DESIGN WIND SPEED,V•129 MPH t. REINFORCING STEEL SHALL CONFORM TO ASTM A6t5,GRADE 60,UNLESS NOTED OTHERWISE 1. STRUCTURAL STEEL SHALL CONFORM TOASTM A992,UNLESS NOTED OTHERWISE. AS REQUIRED TO SATISFY ARCHITECTURAL REQUIREMENTS. ASSOCIATES NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS)SHALL BE ALLOW ABLE DESIGN WIND SPEED,Vµ 100 MPH ARCHITECTS4ENGINEERS EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER.CONTRACTOR,DESIGN RISK CATEGORY:II 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al 084 AND HAVE MINIM UM SIDE AND END LAPS OF V. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500,GRADE G. 15.1 ROOF SHEATHING SHALL BE APA RATED9VEATNING,EXPOSURE t,40'vS6'.FOR SUPPORTS PROFE3510NS,SUPPLIER.OR ANY OF THEIR CONSULTANTS,AGENTS,OR EMPLOYEES FROM THOSE EXPOSURE STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53,GRACE C. 24.OC USE 510'32116 PLYWOOD.PLYWOOD SHALL BE TONGUE AND GROOVE OR BE 25560 AGOURA ROAD,SUITE 106 SET FORTH IN THE CONTRACT DOCUMENTS.NOR SHALL ITBE EFFECTIVE TOASSIGN TO THE DESIGN INTERNALPRESSURECOEFFICIENT=+40.10 3. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICTMF REINFORCING BAR SIZES AND PLACEMENT. STRUCTURAL CHANNELS,MISCELLANEOUS PLATES AND CONNECTION MATERIAL SHALL INSTALLED WITH CLIPS IN ACCO DANCE WITH APA RECOMMENDATIONS.WHEPE PROFESSIONAL BE RECORD OR ANY OF THE DESIGN PROFESSIONAL OF RECORD'S CONSULTANTS. WRITTEN DESCRIPTION OF REINFORCEMENT WIDIGUTA3EQVATE SECTIONS.ELEVATIONS,AND CONFORM TOASTM A 15,UNLESS NOTED OTHERWISE. ALLOWABLE SPANS ARE EXCEEDED AT ROOF SLOPE TRANSITIONS.PROVIDE SPECIALLY CALABASAS,CA 91302 AGENTS,OR EMPLOYEES ANY putt OR AUTHORITY TO SUPERVISE OTN DIRECT THE FURNISHING OR POOL CARNIA: DETAILS IS NOT ACCEPTABLE. BE IGNED SUPPLEMENTAL MEMBERS AS REQUIRED SHEATHING SHALL BE INSTALLED WITH d 310.670.9141 M9.SQSh¢Pe¢.Tnm 2. BOLTS AND ANCHORS: THE LONG EDGE ACROSS A MINIMUM OF THREE SUPPORTING MEMBERS.SUPPORTAND PERFORMANCEOF THE WORK OR ANY DUTY OR AUTHDRITY TO UNDERTPHE RESPONSIBILITIES DESIGN BASE SHEAR:V.=3.05 KIPS,Vy=1.55 KIPS STAGGER EDGES OF PLYWOOD PARALLEL TO SUPPORTING MEMBER.PROVIDE wxas¢ CONTRARY TO ME PROVISIONS OFTHE CONTRACT DOCUMENTS. 4. SPLICES SHALL BE CLASS BIN ACCORDANCE WITH ACI 318.UNLESS NOTED OTHERWISE. STORAGE&OFFICE EXPANSION: REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL 2.1 BOLTED CONNECTIONS SHALL BE TYPE N(BEARING TYPE WITH THREA05 INCLUDED IN SHEAR CONTINUOUS BLOCKING AT PERIMETER OF EACH DIAPHRAGM PLANE(INCLUDING ROOF Z. CONTRACT OOLUMENTSINCLUDE BUT ARE NOT LIMITEDTO.THESTRULTURALD000MENTS DESIGN BASE SHEAR:V.=4324 KIPS,V.=24.11 KIPS DOCUMENTS,EXCEPTREINFORCEMENTMARKED'CONTINUOUS-CAN BE SPLICED AT LOCATIONS PLANE)WRH MINIMUM M4.DIAMETER F312580LTS.SUBMITPROPOSEDBOIT TIGHTENING SLOPE TRANSITIONS)PNOAROUNDOPEOCATIFASTENSHMTHING WITH Btl NIM-GAIALS A,B OL mNuw (DRAWINGS AND SPECIFICATIONS).BUT DO NOT INCLUDE SHOP DRAWINGS,VENDOR DRAWINGS,OR DETERMINED BY CONTRACTOR.SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY PROCEDURE FOR REVIEW.BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED IN AT SUPPORTED EDGES UNOPNO AT I2'OC AT INTERMEDIATE SUPPORTS.AN IIB'GAR rAPeN is mclx¢� MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR KITCHEN EXPANSION: THE DESIGN PROFESSIONAL. ACCORDANCE WITH RCSC-2014(SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH SHALL BE LEFT BETWEEN ADJACENT PANELS.PROTECT EDGES AGAINST EXPOSURE TO - s DESIGN BABE SHEAR:V. 3345 KIPS,V1=29,16 KIPS BOLTS). WEATHER OR USE EXTERIOR GRACE PLYWOOD,COVER SHEATHING AS SOON AS POSSIBLE 3. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY,ORGANIZATION.OR 5, PROVIDE DOWELS FROM FOUNDATIQNS THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR WITH ROOFING FELT OR SHINGLE UNDERIAYMENT FOR PROTECTION AGAINST EXCESSIVE ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES.SHALL MEAN THE LATEST STANDARD, SEE COMPONENT AND CLADDING DESIGN WIND PRESSURE DIAGRAMS ON 60.11-LS.12. COLUMN REINFORCING,UNLESS NOTED OTHERWISE. 2.2 ANCHOR BOLTS SHALL BE HEADED BOLTS CONFORMING TO ASTM F15M AND SHALL BE HEADED MOISTURE PRIOR TO ROOFING INSTALLATION. LODE,SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS,UNLESS RODS OR THREADED RODS WITH HEAVY HEXAGONAL NUT WELDEO TO THE BOTTOM OF THE SPECIFICALLY STATED OTHERWISE. 4, EARTHOUAKELOADS: 6, PLACE REINFORCEMENT AS FOLLOWS.UNLESS NOTED OTHERWISE: THREADED ROD.GRADE A36,UNLESS NOTED OTHERWISE. 15.2 WALL CONTINUOUSLY SUPPOHALL RTED EDD APA RATED SHEATHING.G,LEE EXPOSURE 6-WITH CONTINUOUSLY SUPPORTED EDGES.AN 116"GAP SHALL BE LEFT BETWEEN ADJACENT 4. CONT MCT DOCUMENTS SHALL GOVERN IN THE EVENT OFA CONFLICT WITH THE CODE OF PRACTICE RISK CATEGORY:11 6.1 CONCRETE REINFORCEMENT COVER 2.3 EXPANSION ANCHORS SHALL HAVE BEEN EVALUATED BYTHE ICC EVALUATION SERVICES.INC UCG PANELS_PROVIDE ONE LAYER ON ONE SIDE OF WALL UNLESS INDICATED ON PLAN TO OR SPECIFICATIONS OF ACI,POI.AISC,SJI OR OTHER STANDARDS.WHERE A CONFLICT OCCURS SEISMIC IMPORTANCE FACTOR:1=1.0 ES)WITH A PUBOSHED EVALUATION REPORT,ANCHORS INSTALLED IN CONCRETE THAT MAY PROVIDE ONE LAYER ON EACH SIDE OF WALL.FASTEN SHEATHING WITH BB NAILS B96'CC AT WITHIN THE CONTRACT DOCUMENTS.THE STRICTEST REQUIREMENT SHALL GOVERN, SHORT PERIOD MAPPED SPECTRAL RESPONSE CC FFICIENT,Ss=0.10] EXPOSED TO EARTH OR WEATHER: CECOMECBACKED UNDER SERVICE LOADS SHALL BE EVALUATED BY ICGES ACCEPTANCE PANEL EDGES AND@ 1T GC AT INTERMEDIATE SUPPORTS. - 1 SECOND PERIOD MAPPED SPECTRAL RESPONSE COEFFICIENT,S,=0055 UNFORMED LgST AGAINST MRTN 3-CLEAR CRITERIA 193 AND BE SPECIFICALLYAPPROVED FOR USE IN CRACKED CONCRETE.CONTACT 5. MATERIAL.WORKMANSHIP.AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE ASSUMEDSRECLASSD FORMED#6ANDLARGER TCLEAR DESIGN PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CONCRETE 153 FLOORSHEATHING SHALL APA MTEDSTURO-I THIOOOR EXPOSURE 1,40'•96'TONGUE AND �� SHORT PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT,Sos-0.114 FORMED MI5 AND SMALLER 1-UTCLEAR CONDITION UNLESS CONDITION IS NOTED ON THE DRAWINGS.ALL ANCHORS SHALL BE APPROVED GROOVE PLYWOCp.FOR SUPPORTS 180C USE 31d'THILH PANELS.FASTEN ALL TE 6. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL. - 1 BEL OND PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT,S.,=TWO FOR RESISTING WIND AND SEISMIC LOADS.INSTALL IN ACCORDANCE WITH THE MANUFACTURER'5 PANELSTS(V.ITH aNALS®)UNLESS V GO AT NOTEDANELS EDGESTSE,PANELSUPPORTS AND HALL BE AGLUTERIM DIAO MECHANICAL ELECTRICAL.PLUMBING AND CIVIL DOCUMENTS.DESIGN PRDFESSIONS SHALL BE SEISMIC DESIGN CATEGORY:B NOT EXPOSED TO EARTH OR WEATHER: RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE EQUAL TO 4B TIMES THE ANCHOR SUPPORTS N'V1B0 LBSAT)UNLE53 NOTED OTHERWISE PANELS SHALL 6E PPA GLUED TO B T R N C T Y R A L NOTIFIED OF ANY DISCREPANCY OR OMISSION.FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL WALLS I-CLEAR DIAMETER,UNLESS NOTED OTHERWISE, SUPPORTS AND AT TONGUE&GROOVE MINTS WITH ADHESIVE CONFORMING TO DRAWINGS SEE THE ARCHITECTURAL DRAWINGS POOL CASMIA: SIO�LUSMNS(TIES) CCL ADJJNB ITT PERFDRUAPANELSEANDI THE END JOINTS SHALL BES PORTED AND STAGGERED BASIL SEISMIGFORCE RESISTING SYSTEM:STEEL ORDINARY CANTILEVER COLUMN T CONTRACTOR SHALLVERIFY EXISTING DIMENSIONS.ELEVATIONS.AND S CONDITIONS BEFORE SYSTEMS 2AADHESIVEANCKORSSHALL CONSIST E MNALL-THREAD STEEL ANCHOR WITH ADHESIVE SHEATHING SHALL BE INSTALLED WITH THE LONG EDGE ACROSS A MINIMUM OF THREE STARTING WORN.DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY. SEISMIC RESPONSE COEFFICIENT.CF=O._ 7. REINFORCING STEEL DESIGNATED CONTINUOUS SHALL BE LAPPED AS FOLLOWS: CON FORMINGTOASTMC8B1.02.TYPEIV,GRADE3,CIASSA,B,&CEXCEPTGELTIMESMDEPDXY SUPPDRPNGMEMBERS.PROVIDE CONTINUOUS BLOCKING AT PERIMETER OF THE • RESPONSE MODIFICATION FACTOR,R=6.5 CONTENT.ADHESIVE SHALL CONSIST OF ATWO COMPONENT ADHESIVE SYSTEM CONTAINED IN DIAPHRAGM PLANE AND AROUND OPENINGS. 8. CONTRACTOR SHALL VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS. ANALYSIS PROCEDURE:EQUIVALENT LATEML FORCE PROCEDURE CONCRETE REINFORCEMENT: CLASS B TENSION LAP SIDEBYSIDEPACIWGING CONNECTED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE i+ OPENING SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL COMPONENTS AS IT IS INJECTED NTO THE HOLE.ADHESIVE SHALL HAVE PASSED ICL EVALUATION 16 PRE-ENGINEERED LUMBER-ALL HORIZONTAL FRAMING SHALL BEENGINEERED LUMBER AND SHALL AND MECHANICAL DRAWINGS STORAGE&OFFICE EXPANSION: S. ADHESIVE FOR REINFORCING DOWELS N EXISTING CONCRETE SHALL CONFORM TO ASTM CBBI-02, SERVICES,INC(ICGES)ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP.ANCHORS INSTALLED BE DESIGNED BY THE SUPPLIER IN ACCORDANCE WITH THE CRITERIA BELOW.SHOP DRAWINGS • BASIC SEISMIC-FORCE RESISTING SYSTEM:LIGHT-FRAME(WOOD)WALLS SHEATHED WITH TYPEIV,GRACE 3,CLASS A,B.e C EXCEPT GEL TIMES AND EPDXY CONTENT.ADHESIVE SHALL IN G CONCRETETHATMAY BECOME CRACKED UNDER SERVICE LOACS SHALL BE EVALUATED BY ICSHALL INCLUDEPLANS,DETAILS,BRACING,SUPPORT REACTIONS,WEB STIFFENERS ANO Digitally signed WOODSTRUCTURALPMELS RATEDFORSHEARRESISTANGE CONSIST OF AMO COMPONENT ADHESIVE SYSTEM CONTAINED INSIDE BY SIDE PACKAGING ES ACC EPTANCECRITERIA300ANDBESPECIRI YARPROVEGFORUSEINCRACHEO ANCHORAGEREOUIREMENTSATAMINIMUM.THEALLOWABLEDEFLECTIONSAREL490FO 9 CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS FRAMING SHOWN ON THE STRUCTURALR LIVE I"IOIIy DRAWINGS FOR MECHANICAL EQUIPMENT,OWNER-PURNISHED ITEMS,PARTITIONS,ETC,15 SEISMIC RESPONSE COEFFICIENT.Cp=U._ CONNECTED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE COMPONENTS AS IT IS INJECTED CONCRETE.CONTACT DESIGN PROFESSIONAL FOR BETERMINATION OF CRACKED OR UNCRACKED LOAD AVID_240 FOR DEAD PLUS LIVE LOADS. I1y HGIIy Je{ffBys CONSISTENT WITH THE REOUIREMENTS OF SUCH ITEMS- RESPONSE MODIFICATION FACTOR,R•6.5 INTO THE HOLE.ADHESIVE SHALL HAVE PASSED ICC EVALUATION SERVICES.INC (IBC ES) CONCRETE CONDITION UNLESS CONDITION IS NOTED ON THE DRAWINGS.INSTALL IN Date:2023 05.22 _ ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP.REINFORCING INSTALLED IN CONCRETE THAT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE 16.1 GONNECTORSAND FASTENERS FOR PRESERVATIVE AND FIRE RETARDANT WOOD SHALL BE 10.CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS.METHODS,TECHNIQUES,SEQUENCES,AND MAY BECOME CRACKED UNDER SERVICE LOADS SHALL BE EVALUATED BY CC-ES ACCEPTANCE EQUAL 204.5 TIMES ANCHOR DIAMETER,UNLESS NOTED OTHERWISE. HOT DIPPEDZNC COATED GALVANIZED STEEL STAINLESS STEEL,SILICON BRONZEOR Je reys 1(3:34:26-04'00' PROCEDURES OF CONST RUCTION. KITCHEN EXPANSION: CRITERIA 300 AND BE SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE.COMALT DESIGN COPPER INCLUDING BY NOT LIMITED TO ANCHOR BOLTS.POWDER ACTUATED FASTENERS, . BASIC SEISMIC-FORCE RESISTING SYSTEM:LIGHT-FRAME(WOOD)WALLS SHEATHED WITH PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCMCKED CONCRETE CONDITION UNLESS NAILS,SCREWS,BOLTS,AND METAL FRAMING HARDWARE. 11.THE STRUCTURE IS STAB LE ONLY IN ITS COMPLETED FORM_TEMPORARY SUPPORTS REQUIRED FOR WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE S STE EL ORDINARY CONDRIONISNOTEDONTHEDMWINGS.INSTALLINACCORDMNCEWRHTHEMANUFACTURER'S 3. STRUCURALSTEEL SHALL BEFABRICATED AND ERECTED 'AVID ACCFSCI GTOOODE BOTH ME AISC ARO PRACTICE 13.2 WOOD TRUSSES TO BE DESIGNED PND DETAILED BYTHE TRUSSENGINEER,ASCE OSO.IO FOR \\"'NWJEIFIF//, STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED.FURNISHED, CANTILEVER COLUMN SYSTEMS RECOMMENDATIONS MINIMUM EMBEDMENT LENGTH SHALLBE I2 BAN DIAMETERS.UNLESS NOTED 'SPE CIFIGATION FORSTRUCASTEEL FOR STEEL BUILDINGS AND BRIDGES'. DESIGN LOAD CRITERIAF- ANOINSTALLEDBYTHECONTRALTOR. SMIC ONSESPONSECOENFIAICTOR. =O._ OTHERWISE. ,t•. Bf 8 RESPONSERMODIFICATION E FACTOR,8=1.25 TER 12.CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHAREGUTATIONS. ANALYSIS PROCEDURE:EQUIVALENT LATERALFDRLE PROCEDURE 9. ALL DOWELS AND TERMINATING BARS SHALL HAVE ASTANDARD 90DEGREE HOOK 4. SUBMIT SHOP DRAWINGSSHDMINTHE STRUICTURAL SSHALELEMENTS BE 16.3 ALL ESIGNEHARDWARE REQUIRED FOR CONNECTIONS BESIGN ENGINENGINEEREDTRUSSES SHALL i CONNECTIONS SHOWNIN THE CONTRACT DOCUMENTS.CONNECTIONS SHALL BE DETAILED BASED ON BE DESIGNED BY AND SPECIFIED BY THE TRUSS DESIGN ENGINEER. Z 13.ELECTRONIC DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR.REPRODUCTION OF 5, MEEXISTING STRUCTURE,WITH PROPOSED FITNESS CENTER MODIFICATIONS.HAS BEEN ANALYZED 1O.ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL ANDIOR CONSTRUCTION THE DESIGN INFORMATION PRDVIOEDIN THE CONTRACT DOCUMENTS.CONNECTIONS SHALL BE _ STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. FORGRAVITYAHD LATERAL LOADS AND FOUNOTO BE IN COMPLIANCE WITH IBC 2018 SECTION 3403 JOINTS AND ARGUING CORNERS. DESIGNED FOR THE SERVICE LOAD REACTION VALUES SHOWN ON THE STRUCTURAL DRAWINGS.FOR 16.4 ALLME{NG INEEREDMETALPLATECONNECTEDWOODTRU55ESSHALBEBMCEDIN y1A 3F AN STEEL FOR ADDITIONS ANDALTERATIONSTOAN EXISTING STRUCTURE. STEEL MEMBERS WHOSE REACTIONS ARE NOT SHOWN,THE DESIGN REACTION SHALL BE OBTAINED ACOORDM'BE WITH TRUSS PLATE INSTITUTE'S TMMIDLIN G.INSTALLIN G AND BMCNG METAL T 14.RP.V19Wr OF SUBMTEALS OR SHOP DRAWINGS BY THE DESIGN PROFESSIONAL DOES NOT RELIEVE THE CAST-IN-PLACE CONCRETE FROM THE TABLES ENTITLED'MAXIMUM TOTAL UNIFORM LOAC'IN PART 3 OFTHE AISC'MANUALOF FLAT E CONNECTED WOOD TRUSSES,HIB-9I-AND'BUILOING COMPONENT5MEtt ~ CONTRACTOR OFTHE SOLE RESPONSIBILITYTO REVIEW AND CHECK ALL SUBMITTALSAND SHOP 6. UNLESS NOTED OTHERWISE CALCULATED INDIVIDUAL MEMBER DEFLECTIONS(IN INCHES)DO NOT OS TSTEEL ABULA N TRUCET OR NONCENTH(1IEBE)TIOMS.OEHE DESIGN REACTIONM THE IS EOBALTO ECTIONO NAL3THE INFORMATION BOOKLET,SCSA 1-03-AND RELATED SHEETS. /TSS ONq DM WINGS BEFORE SUBMITTING TO THE DESIGN PROFESSIONAL.CONTRACTOR REMAINS SOLELY EXCEED THE FOLLOWING: L CONCRETE WORHBHALL CDN FORM TO ACI 318 AND GRSI STANDAR RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION 16.5 ALLME{NGNEERED TRUSS SHOP DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE //)L1111()\1&X DM WINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS,AND DIMENSIONS SPECIFIED IN TIE OEAOLOAOI.�Q DEAD♦TINE 2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 2 DAY COMPRESSIVE STRENGTH: FROM THE DESIGN PROFESSIONAL_DESIGN PROFESSIONAL SHALL BE COMPENSATED BYTHE DURING THE TIMES OF INSPECTION AND SHALL BEAR CLEAR INDICATION THEY HAVE BEEN CONTRACT DOCUMENTS. ROOFMEMBFRS: L1240 LO60 LW240 CON TRACTOR FOR THE COST INVOLVED IN THE REDESIGN OF CONNECTIONS FOR THE CONVENIENCE REVIEWED BY THE PROJECT DESIGN PROFESSIONAL OF PEGGED x521•"� FLOOR MEMBERS: L24C LI360 LR40 2.1 NORMAL WEIGHT STRUCTURALCONCRETE: OF THE CONTRACTOR,STEEL CCNNECTIONS NOT COMPLETELY DETAILED ON THE STRU CTURAL TNU Bpm MDam FIIsi9neB 15.DETAILS LABELED--ON THE ST0.UCTIRAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING DRAWINGSSHALL BE DESIGNED BY THE CONTRACTOR,THIS DESIGN SERVILE SHSLBEINCLUDEDIN 16.6 TRUSSES SHALL BE DESIGNED IN ACCDRDANCE WITH THE NATIONALDES IGN SPECIFIGTON Np sy1,H YJ¢I&pys Fbba ONTHEPROJECT THAT ARE THE SAME OR SIMILARTO THE TYPICAL DETAILS UNLESSTHOSE WHERE L=SPAIN LENGTH ON INCHES)BETWEEN-PORTS.(FOR CANTILEVERS,L IS FOOTINGS 3000 P51 FO THE CONTRACTORS SCDPE OF SERVICES.SHOP DRAWINGS AND CALCULATIONS FOR SUCH FOR WOOD CONSTRUCTION AND THE DESIGN SPECIFICATION FOR METAL PLATE Mcanse nAmUer B2)SB 4n y„�,a,Xyp LOCATIONS ARE SPECIFICALLY DETAILED OTHERWISE. TWICETHELENGTH OF THE CANTILEVER.)NDTE TMT THE TOTAL MAXIMUM CALCULATED BLABS-ON-GRADE 4000 PSI FD CO NNECTIONSSHALLBE SEALED BY AN ENGINEER LICENSED IN THE PROJECT STATE.REVIEW DOES CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS JOIST INSTITUTE,LATEST EDITIONs�PIBm9aa9lal syaNure FLOOR SYSTEM DEFECTION WILL BE THE SUM OF THE DEFLECTIONS OF THE SUPPORTED NOT RELIEVE THE CONTRACTOR OF THE FULL RESPONSIBILITY FOR TIE DESIGN AND ADEQUACY OF FOR THE FOLLOWING LOADS.CONNECTIONS BETWEEN TRUSSES SHALL BE DESIGNED AND P-_saPMs ar BBs ao4vmenl me lwl 16 STRUCTURAL DE SIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF CURTAIN ELEMENTS IN A BAY. 3. PIPES OR DUCTS SHALL NOT EXCEED ONE-THIRD THE SLAB OR WALL THICKNESS INCLUDING SUCH CONNECTIONS.FOR CONNECTION DETAILS DEPICTING ARRANGEMENT GONEPTOFTHE SPECIFIED BYTHE TRUSS ENGINEER.TRUSSES SHALL HAVE AMINIMUMNOMNAL BEARING wasilmpp agneaaMsealNp00Na WALWYINDOW WALL SYSTEMS,COLD-FORMED METAL FRAMING,OR OTHER SYSTEMS NOT SHOWN IN CROSSING UNLESS SPECIFICALLY DETAILED IN THE STRUCTURAL DOCUMENTS.ALL PIPES AND DUCTS CONNECTION WITHOUT COMPLETE DETAILS.ME CONNECTION DESIGN ENGINEER SHALL FOLLOW LENGTH OF 4 INCHES is 1 R'ACTUAL)CONCENTRATED MECHMOCAL/ELECTRICAL LOADS: yyPappa must OS YaifiM on arty THE STRUCTURAL DOCUMENTS.SUCH SYSTEMS SHALL BE DESIGNED,FURNISHED,AND INSTALLED AS THECALULATEDOEFLECTIOH FOR INCIVIDUAL MEMBERS SUPPORTING MASONRY DO SH ALL BE PLACED IN THE MIDDLE THIRD OF THE SLAB OR WALL THICKNESS UNLESS SPECIFICALLY THAT ARRANGEMENT CONCEPT IN THE DESIGN,SINGLE ANGLE CONNECTIONS ARE NOT ACCEPTABLE. SEE PLANx S BOTTOM CHORD OF TRUSSED SHALL BE A MINIMUM OF 2' NOMINAL LUMBER eleeaoetiefMas REOUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS, NOT EXCEED LI600 FOR DESIGN LOADS APPLIED AFTER THE INSTALLATION OF THE DE TAILED OTHERWISE IN THE STRUCTURE DOCUMENTS.SEE MECHANICAL AND ELECTRICAL MASONRY. DRAWINGS FOR LOCATION OF SLEEVES,ACCESSORIES.ETC. 5. USE PRE-QUALIFIED WELDED JOINTS IN ACCORDANCE WITH AISC AND THE STRUCTURAL WELDING 17.FASTENING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 23M.10.1 IN THE FLORIDA BUILDING 17.SUBMITTALSCODE OFTHEAMERICAN WELDING SOCIETY DI.1-1STNON-PRE-QUALIFIED JOINTS'SHALL BE CODE.7TH EDITION,UNLESS OTHERWISE SPECIFIED. 7. NO PROVISIONS HAVE BEEN MADE FOR FUTURE HU IZOMAI-OR VERTICAL EXPANSION, 4. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS.GROOVES.ORNAMENTS,CLIPS OR GROUNDS OUAUFIEC PRIOR TO FABRICATION.PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE 11.1 SUBMITTALSBYTHECONTRACTOR ARE NOT A PART OF THE CONTRACT DOCUMENTS.PRIOR REQUIRED TO BE ENGASED N CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB JOB SITE DURING TIMES OF INSPECTION. 19.PROVIDE WOOD BLOCKING AT d'-C'O.L.AT ALL LOAD BEARING WALL STUDS. TOTHEINIT—SUI CONTRACTORS—SUBMIT TO THE DESIGN PRDFESSIONALA FOUNDATION DEPRESSIONS. SCHEDULE OFSUBMITEDINFORMATION. B. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. 19.ANCHORBOLTS FORWOOD SILL PLATES SHALL BE HEADED BDL75 CONFORMINGTOASTM F1554 ' 1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT 5, CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE DESIGN PROFESSIDNAL.NO GRADE 36 AND SHALL BE HEADED RODS OR THREADED RODS WITH HEAVY HEXAGONAL NUT 17.2 SUBMITTALESHALL BE ACCOMPANIED BY ATRANSMRTS LETTER WITH THE FOLLOWING PRE PARED BYTERRACON,REPORT NUMBER E0225124 RATED JANUARY 03,2023.DESIGN HORIZONTAL CONSTRUCTIGN JOINTS ARE PERMITTED EXCEPT THOSE SHOWN ON THE STRUCTURAL WELDED TO THE BOTTOM OF THE THREADED ROD.BOLTS SHALL BE EMBEDDED A MINIMUM OF TIN. INFORMATION: PROFESSIONAL IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD DRAWINGS. FORCONCRETEORMASONRY,SIB'OAMETEft ABEARINGC OR PLATES RE WOODPLATESSHAl DIFFERENT TO THOSE ASSUMED FOR DESIGN. WOOD HAVE SIMPSON STRONG-TIE COMPANY INCA BP ERBEARING ELATES OR EQUIVALENT PROJELTNAME 6. CRACKS'E WITH WIDTHS EXCEED)INCLUDING,SHALL BIIMTIEDTO,HONEY-GOMBING.SPALL$AND 1. WOOD FRAMING GSHALL MINIMUM BLE BENDING STRESS SH LL BE PER CONTENT)OR (tl4"rD-112x2-11T PLATE)AND STANDARD WASHER, CONTRACTOR'SNAME 3, STRUCTURALTESTINGINSPECTION AGENCY SHALL CERTIFY THE BEARINGMEDIUM. CRACKS BY THE DESIGN SHALL BE REPAIPEO.EXTENT OFDEFECTIVEAREATO EQUIVALENT. MINIMUM ALLOWABLEBENDING STRESS SHALL BEPERNDS. Atlantic Beach • DATESUBMITTED OF BE DETERMINED BY THE DESIGN PROFESSIONAL DEFERRED SUBMITTALS Co-ty Club' • DESCRIPTION OF ITEMS SUBMITTED.IDENTIFY WORN AND PRODUCT BY SPECIFICATION 4. SUPPORTING 25DD PSR AND CONTINUOUS FOOTINGS SHALL BEAR ON SOIL CAPABLE OF 2. PARALLEL STRAND LUMBER(PSL)SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: - N CTION SUPPORTING 2500ASF. 1. TIME OF PERMIT AP ALS LICAIO THOSE WHICITONS H BE HE ITED TO THE B NOT SUBMITTED ATTHE I NUMBER OFORAWINGS AND OTHER PERTINENT DATA BEAMS-BENDING MODULUSTRESS 2900 PSI TIMEOFPERT APPLICATION ALIO WHICH ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHINA L tfy h4, 0.1 FOFOOT NOSTINGAND SEAL BEAR HSTRUC.UNDERCUT ROCK AMINIMUM CF2FEET BELOW BOTTOM OF - BEAMB-MODULUS OF ELASTICITY 2000 PSI SPECIFIED PERIOD, AtIaNUC Beach COuntpl-CIUV 17.3 FIR MMECDNTACTDCTOR SHALL CCT SPECIFICMENTS.0 ATTENTION ON EHAU.STAMP SUBMIT7ALAND TON EACH IATIONSKEET FOOTING AND REPLACE WITH STRUCTURAL FILL. FR CM DRAWINGS SAND PRODUCT CATH, ND SIGNOR IN EACH SA SIGNOCESHEET OF PROVIDE PSL PLUS(PRESERVATIVE TREATMENT)WHERE INDICATED ON ME DRAWINGS. 2. SUBMITTAL DOCUMENT THEFOR DEFERRED ARCHITECT AND GENERAL ERAITEMS SHALL R.ONCE TEDTOTHE ENGNEER Phase COMP LANCE SA NOPRODUCTDATAANDSIGNORINITIEMCH3MMPL LSO CTIFY 5. PROOF R.ROLL REPLACES AREAS FT AREA WITH COMPACTED COVERAGES OFA LOADED -TROCH OR OF DDG MEROTH DUGHVEBE THE ARCHITECT AND GENERAL CONFORMANCE TOME THETRACT DO COMPLIANCE— TRACTOR SCENTS OFCONTRACT DOC UE RE1`U NEV TO THE RECEIVED SCRAPER.REPLACE SOFT AREAS WITH COMPACTED STRULTURrLL FILL AS REQUIRED BY THE 3. LANINAT AND HAVE TBER(LVL)SHALLBE MICROIL1AM PROF MAX MOISTURE CONTENT)OR DOCUMENTSROFRECN RECORD WILL FO GENERAL ARCHITECT TWITH CONTRACT DOCUMENTS, COf1SIfUChOl1 DOCUt11eDtS WRREVIE ANDRFSUBNTTSSTMMPOFREVIEWWILLBERETURNEDTOTHECONTRACTQR SPECIFICATIONS. EDUIVALENTANOHAVETHEFOLLOWINGMINIMUMDESIGNPROPERTIES: THAT THEY ARE OF RECORDCOFORMANCTHEMTHEESIGNOFMWRHAHDI G,THEARCHITECT 1600SelveMarinaDrive FOR REVIEW AND RESUBMITTAL. THAT THEY ARE T GENERAL CONFORMANCE WITH THE DESIGN OF TIE BUILDING.THE ARCHITECT WI 6. STRUCTURAL FILL SHALL CONTAIN NO ORGANIC MATERIAL AND BE APPROVED BY GECTECHNICS BEAMS-BENDING STRESS 2fi00 P51 WILL FORWARD THE DEFERRED SUBMITTAL DOCUMENTS TO THE GENERAL CONTRACTOR WHO WLLL Atlantic Beach,FL 32233 1].4 WORKREOUIRNG SHOP DRAWINGS,WH ETHER CALLED FOR BYTHE CONTRACT DOCUMENTS END DER PRIOR TO PLACEMENT.STRUCTURE FILL UNDER SLABS AND WITHIN IIK OFTHE - BEAMS-MOOULU5 OF ELASTICITY M.P51 MAINTAIN ONE SET ON SITE FOR REFERENCE BY THE BUILDING INSPECTOR.THE DEFERRED OR REQUESTED BY THE CONTRACTOR.SHALL NOT COMMENCE UNTIL THE SUBMISSION HAS BUILDING FOOTPRINT SHALL BE PLACED IN LIFTS OF THICKNESS DETERM INED BY THE INDEPENDENT SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE SUBMITTAL DOCUMENTS HAVE SEEN BEEN REVIEWED BY THE DESIGN PROFESSIONS.WORK MAY COMMENCE IF THE CONTRACTOR TESTING AGENCY AND COMPACTED TO AT LEAST 95%OF ITS STANDARD PROCTOR MAXIMUM DRY 4. 2.DECKING SHALL BE SOUTHERN PINE.NO.1 K.D.(15%MAX MOISTURE CONTENT)OR EOOVALENT. APPROVED BY THE BUILDING OFFICIAL, VERIFIES THE ACCURACY OF THE DESIGN PROFESSIONS CORRECTIONS AND NOTATIONS DENSITYINACCORDANCEWITHASTMAB D69B.THE TOP IT SUB-BASE UNDER SLS ON GRACE SHALL MINIMUM ALLOWABLE BENDING STRESS SHALL BE PER NOS. REVISION AL' S DEFERRED SUBMITTALS SHALL BE THE RESPONSIBILITY OF THECQNTRACTOR.SUBMITSHOP NO. DATE DESCRIPTION AND COMPLIES WITH THEM WITHOUT EXCEPTION AND WITHOUT REQUESTING CHANGE IN BE COMPACTED TO AT LEAST 96%OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITT•.ALL BACKFILL, CONTRACT SUM OR CONTRACT TIME AT COPY OF THE MARKED STRUCTURAL SHOP DRAWINGS COMPACTION AND PRDO`ROLLING OPERATIONS SHALL BE OBSERVED BY AN INDEPENDENT TESTING S. WOMTRUSSES SHALLBE CAPABLE OF SUPPORTING THESUPERIMPOGED LOADSAS GIVEN INTHE DRAWINGS.CALCULATIONS,DESIGN LOAD DATA AND SUPPORT REACTIONE OF THE COMPONENTS VSDN WITH THE DESIGN PROFESSIONAL'S REVIEW STAMP IS TO BE MAINTAINED AT THE JOB SITE. LABORATORY.STRUCTURAL FILL SOIL DENSITY SHALL BE 120 PCF CONTRACTDOCUMENTS. SEALED BY AN ENGINEER LICENSED IN THE PROJECT STATE. NG 7, SLABS-ON-GRADE SHALL BE PLACED ON A4'GRANULAR BASE.COMPACTED TO 98%OF ITS STANDARD & DESIGN OF WOOD TRUSSES 3HALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTDR.SUBMIT SHOP 4. ITEMS THAT ARE SUBMITTED FOR CONSIDERATION AS DEFERRED SUBMITTALS ME AS FOLLOWS:COMIDESIGN CRITERIA PRDCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASRA D69B,AND COVERED WITH A DRAWNGS,DESIGN LOAD DATA,AND SUPPORT REACTIONS SEALED RYAN ENGINEER LICENSED IN THE ET CONTINUOUSLY SEALED VAPOR BARRIER.SEE ARCHITECT FOR THICKNESS OF VAPOR BARRIER THE PROJECT STATE.REVIEW OF SH OP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT a. STEELCONNECTIONDESIGN 1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING: BASE FOR SLABS-0N-GRADE SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO EACH DOCUMENTS WITH REGARD TO TRUSS CONFIGURATION,AND THE CONTRACTOR'S INTERPRETATION D. PREFABRICATED STEEL HANDRAILS AND GUARDRAILS PLACEMENTOFCONCRETE. OFDESIGN LOADSANDDETAILS SUCH REVIEW SHALL NOT RELIEVE THE CDNTRACTOR OF THE FULL c PREFABRICATED WOW)-JOISTS OR TRUSSES - 2020 FLORIDA BUILDING CODE,7TH EDITION. RESPONSIBILITY FOR THE DESIGN OF THE TRUSSES OR TRUSS CONNECTIONS NOT SPECIFICALLY B. BACKFRL SHALL NOT BE PLACED AGAINST EXTERIOR OR RETAKING WALLS UNTIL THE WALLS HAVE DETAILED IN THE CONTRACT DOCUMENTS. 2. GMVITYLOAUS ACHIEVED THEIR DESIGN STRENGTH AND THEIR IATERAL SUPPORT ELEMENTS ARE INSTALLED. PROVIDE ADEQUATE DRAINAGE AT BASEMENT AND RETAINING A-(SEE ARCHITECTURAL). T ERECTIONANDTEMPORARYBRACINGOF PREFABRICATEDWOOOTRUSSESSHALLBEIN 2.t UNIFORM FLOOR LIVE LOADS(REDUCED AS ALLOWED BYTHE BUILDING CODE): CONFORMANCE WITH THE RECOMMENDATIONS OF THE TRUSS MANUFACTURER AND THE TRUSS 9. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. PLATE INSTITUTE'S'BRACING WOOD TRUSSES:COMMENTARY AND RECOMMENDATIONS'. SLE (MOM ORIGINS NAL BUILDING DRAWINGS BY MCVEIGH 8 MANGUM ENGINEERING,INC.DATED DECEMBER 10.ALL FOOTINGS AND TURN DOWN SLAB ED GES SHALL PENETRATE TO A MINIMUM DEPTH OF 12-BELOW B. CONNECTION S FOR STRUCTURAL TIMBER SHALL BE GALVANIZED STRONG-TIE CONNECTORS BY THE (FROM 3,2013): FINISHED GRADE SIMPSON COMPANY OR APPROVED SOUS. STAIRS 100 PSF • ROOFS 20 PSF 9. WOOD EN SCKIMET WITH CONCRETE OR M D ONRYNAILS SHA IESSURFOUNDATIONED WO DE PRESSURE- TREATED SOUTHERN PINE.USE GALVANIZED NAILS INPRESSURE-TREATED WOOD. STORAGE&OFFICE EXPANSION: 10.PLYWOOD DIAPHRAGMS SHALL BE EITHER DOCUMENT I OR II SOUTHERN PINE CONFORM WE - STORAGE 125 IF TOCKNESSASNOFT E BUILDING STRUCTURE DOCUMENTS.PLYWOOD SHALL CONFORM TO THE • GENERAL AREAS 100 PSF REQUIREMENTS OF THE BUILDING CODE. STAIRS 100 PSF OFFICES SO PSF t1.PLYWOODSHSL BE ORIENTED AND NAILED TO SUPPORTING MEMBERS AS NOTED IN THE • STORAGE OVER CEILINGS 20 PSF STRUCTURAL DOCUMENTS. <N PARTITIONS tS PSF 12.GENERAL LL KITCHEN EXPANSION'. Lu GENERAL AREAS 1PS1 12.1 E RATING REQUIREMENTS OF COMPONENTS AND ASSEMBLIES,SEE ARCHITECTURAL - STAIRS 100"PSF DRAWINGS. Z STORAGE OVER COUNGS 20 PSF 122 LUMBER)(CONTACT WITH CONCRETE AND OR MASONRY SHALL BE PRESSURE TREATED IN /TT 2.2 UNIFORM ROOF LIVE LOADS(REDUCED AS SLOWED BY THE BUILDING CODE)' ACCORDANCE WITH AWPB LP-2. V • RODF,L• 20 PSF 12.3 EXTERIOR LUMBER SHALL BE A M INIMUM OF 8-ABOVE FINISHED GRACE. J �( _ 2.3 CONCENTRATED FLOOR LOADS:DISTRIBUTED OVER AN AREA OF 2-112 FEET BY 2-12 FEET,UNLESS 12A INTERIOR LUMBER SHALL BE A MINIMUM OF 10'ABOVE FINISHED CRAWL SPACE GRADE. "I. NOTED OTHERWISE: 13.TREATED WOOD PRODUCTS STORAGE&OFFICE EXPANSION: 131 RFGTEC&LEXPOON EXTERIOR LUMBER SHEL HEN ACCOPRESERVATIVE TH PRESSURE TREATMENT FOR L • OFFICE 2000 LS IN AC ORDANMCMCWI OE CAVA STANDARDS IN ACCORDANCE WITHCCA TYPE LLI3INESERVATIVE r IN ACC00.0ARCE WITH AWPA STANDARDS PS AND Ct AS WELL AS THE FOLLOWING U 2.4 DEAD LOADS UN ADDITION TO STRUCTURE SELF-WEIGHT): STANDARDS: FIT(ESS CENTER: LU DER B2 J w ROOF - PLYWOOD C9 I O (FROM ORIGINS BUILDING CRAWINGE BY MCVEIGH&MANGUM ENGINEERING.INC.DATED BUILDING POLL PRESERVATIVE C. DECEMBERROOF3.2013): 20 PSF THE MINIMUM PRESERVATIVE RETENTION SHALL BE IN ACCORDANCE WITH TI1E FOLLOWING V J WZ STORAGE I OFFICE EXPANSION: W ABOVE FOUNGROND APPLIOR STRUIONSCTURAL 0.25 PCF • WOOD FOUNDATIONS OR STRUCTURAL POLES 0.60 PCF VJ (7 13.2 ALL DECKING AND RAILING SHALL ALSO BE PRESSURE TREATED WITH A CCA COMPATIBLE O FLOOR: MISCELLANEOUS IPSP WATER REPELLENT 50 THAT TREATED WMER33WELL NOT MORE THAN I%AFTER FIVE • CEILINGMEP BPSF WNUTESOF SUBMERSION,WHEN TESTED IN ACCORDANCE WITH AWPA'S STANDARD TEST METHOD.E1392. 2 ROOF:ROOFING 2PF 133 TREATED MATERIAL511AL1.BE DRIED AFTERTREATMENTTOAMOISTURE CONTENT OF NOT INSULATION SPS, MORE THAN 19%FOR LUMBER AND 15%FOR PLYWOOD. - MISCELLANEOUS 3PSF • CEILINGIMEP 5PSF 134 ALL FIELD GUTS SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA STANDARD M4. - BOTTOM CHORD OF TRUSS 10 PSF 14.SAWN UMBER SHALL.2PROVIDEDIN BYTHE WITH THE NATIONSDESIGN SPECIFICATION FOR KITCHEN EXPANSION: WOOD CONSTRUCTION,2012 EDITION.EYTHE AMERICAN FOREST AND PAPER ASSOCIATION. Z ROOF' 14.1 LUMBER GRADE AND SPECIES SHALL CONFORM WITH THE FOLLDWNG:SOUTHERN PINE DR fl - ROOFING 2PSF BETTER WITH MAXIMUM MOISTURE CONTENT OF I5%(UNC) Q - INSULATION 5PSF LC MISCELLANEOUS 3PSF 14.2 PROVIDE DOUBLE TOP PLATE LAPPED AT CORNERS AND AT SPLICES(4'SPLICE).SUPPORT o BELLING— 5PSF ENDS OF LAPS DIRECTLY OVER AVERTICAL LOAD BEARING SND. BOTTOM CHORD OF TRUSS 10 PSF 14.3 PROVIBE FULL HEIGHT TRIPLE STUDS AT CORNERS.PROVIDE FULL HEIGHT DOUBLE STUDSAT EACH SIDE OF OPENINGS LESS THAN B WIDE PLUS ON TRIMMER STUD. 14A HOLES INJO15TS.RAFTERS.SMGSANDPLATESNOTE%CEEOING115THEDEPTHANIDTHOFTHE J O_` O.1 O MEMBER AND NOT CLOSER THAN 3 TIMES THE DEPRIMIIDTH OF THE MEMBER FROM THE END ARE PERMITTED AT ME MID-DEPTHANIDTH OF THE MEMBER ONLY. 14.5 BRIDGING,FULL DEPTH SOLID BLOCKING,OR CROSS BRACING SHALL BE INSTALLED AT $GALE'-11 INTERVALS NOT EXCEEDING B FT OC WHEN TIE DEPTH TO BREADTH RATIO OF SAWN JOISTS DRAWN BY:SM AND RAFTERS EXCEEDS 6 TO 1. PROJECTNO.,2022352 nr:W0010Q DCDNWIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS i ENGINEERS 26560 AGOURA ROAD,SUITE WE CALAEASAS,CA 91302 d 310.6709141 wN.s@shep-ae m SHEAR STRUCTURAL HOIly Digitally5igned by Holly Jeffreys Date:2023.05.22 Jeffreys 16:39:30-04'00' ��\V��11JEFFRe�i ja,�_ EtArf Oi" rT=� DNA V111\\\\ as been NeNPnlcaOy aigne0 �eNiIJ seela1 by 2758 a,d,d.to 11a license number 02]50 on be tleie anUla' P_GmP using ad,t—gnature. copes_--d-d arena onsltlaetl signetlendsealetl. Ble signaMe must be venfie0 on any Adantic Beach c.unt,y club- elewen�c copes. Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. LATE DESCRIPTION 03- —3-23-3-23 PERMIT23 PE 0 MITSEr i It V Z 0 COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE SCHEDULE(PSF) 0 Q ROOF lJ1 EFFECTIVE ZONE U WIND AREA 0 Z 2SSF -251+33 Y) Z SCHEDULE NOTES: 1. (+I AND(-)SIGNS INDICATE PRESSURES ACTINGTOWARD ANCAWAYFRDMTHE BUILDING SURFACE,RESPECTIVELY. W ]. PRESBURESAPPL 4 FROM PROMINENT BUILDING CORNER IN EACH DIRECTION. Z 9. JOIST MANUFACTURER MAY DEVELOP WIND PRESSURES BASED ON LARGER TRIBUTARY AREAE,DEAD LOAD FOR UPLIFT CALCULATION TO BE 5 PSF. 0 1 TYPICAL POOL CABANA COMPONENTS 8 CLADDING _ O 0.1 112•_t,D. -- 0 Q � Q Q U J 8 0 a �0-S0.11 SCALE McNWM _ DIAIYNBY:1u01N fRDJECT NO.:2022-352 r1G/77!'79 DCDAAIT CCT SHEPPHIRD SECTION 013330-9TRUCNRAL SUBMIRALS SECTION O]1000-CONCRETE FORMWORK 32 CAMEER A Ceato iwmwwkbrslabsandoceaA arnmpensale frc ane=ipnetl tleflecgon%in fomlwvM Orae to haNanmg ASSOCIATES PART 1-GENERAL -GEN GENERAL a mnaek ro maamam lderanas fpeci5e0 M ACI 117. u sECTI. INCLUDES 1.1 SECTION INCLUDES B. Set..cede lafikaamb1lo-Atal,me=ifiad cmw.a mw,a.s. ARCHITECTS+ENGINEERS A S-W Aba, l,iad.de aldewings,design calcul-Aa.diagrams,iluloulAa,semetlules, A. S.tim intluclea the design ant erectim alrmwwk.snoring and reshpeng la,est-irvplacecmaek and 3.3 FOUNOATIDN ELEMENTS DM.mance chaos,m clalua edea.,samples,bramurec and ah.axe prepared by Oe C....,or eroeaa.es. w FDrm fwndadan elamean n and or am.[md.1-.1.aU.a mal sera,mora lmtea ere unsuitable. 26560 AGOURA ROAD,SUITE 106 any aub-clar,manuttclur.,-lea.face a,Or aiakbpl.Ad vMidtillucuate..a pari..me 1.2 RELATED SECTIONS B. Sid..of ens grade beams,foundatim walla,and Nmebclown slab.mall be twmea. Pr'j- A. Secdm 013330-Sbuct-Suamidxs C.Maimain minknvm cev.rage a remarcing steel as iMicalee on SW Wrd Orewingz. CAIABA$ACA 91302 S, Bm . SubmillaN byIM COM2do,are nota pan arae Lonbed Doammb. N Sti.0320na.¢R 00-Calafl-w. 3.4 INSTALLATION OF EMBEDDED ITEMS d 310.67D.9144 wfIa@shepae.mm 1,2 RELATED SECTIONS C.Sactim 033000-linin-Place Coos., A. S.and secure A,.doad plaka,baenng plates,araC end..hilts m aaae.ce lira approved sxang wnaa A Section 1113300-Submittals 1.3 REFERENCES maim (arae in wchamenner to prevent lloo.ement dung pla[emeM of concrete. 1.3 SUBMITTAL PROCEDURES A.ACI 117-Slentlad Spa .lams fa Tolerences for Concrete Can al,and M.nals. B. Insall xamor rate,accuralely coaled l alavaaona required and mmplym,g with tal-a-Secem 7.51 A Pn,lpme kfisl suemittal,L.Mraaa rant submit to me Design Prolesaionalaromgektl SubmiXd B.ACI301-$IdndoM Sp.acatimsfa SVu.uml Concrete. BC'X3. rtx.p„¢mava Afaaa m end-adules tram given in Appendix 1. C.ACI 310-Butlding Cade Requramaaa for Sbudaal Co-a C.Insall and aewre is poled.equied'ml hull slerves,ancM1on,ane nail.. a.mama-n-0l.aarm B. Sabmaals shall be accanparietl ay....A.I.kr with the fellowfng XR.maao¢. D.ACI 317-Guide to F.mw.k for C-lea. D.Insall aminuousvaaaI dwdail anchoring sluts with filler ships et'mtarsections a cm.ate a ntl meamry "al name. E. ASTM D1751-Stabled Spe.Rcmmf,Pr.ortnetl Exp.sivn JpM All.fa C-ole Pavng and 5b ad wallsunlessA cafe-.berwiaeaythe DIA191. 2. COMactNs name. Cpnstmdaon(Nm Oang acrd Resilient Bituminous Types) E. Clean embetldad Bemsimmedialely poor to..late p--la. 3. Data aaEmhl.d. F. ASTM EI5<-SMnOad Teat McAZ-fa W.er Vapor Retadars Used in CONacl with EaM Uade,Conde 3.5-OF-RIER Dosmpeon.aems aub-co;.dentay e-end prod,ct by Spackt-a Section. Slabs.m Wall s.oras Ground Corer. w Wher Alkaled on Drawings.placevAaa,bent.over sewer,piping.end granular eabbea,as bell coadulb 5. NumbxadPvrings end omarpednaM tlab, 1.4 SUBMITTALS .:dams,and behiml asulaltan ane expan[ton jakts x aiclewalls. C. Provide hlenk span on eatla su0mittal for me Design Praessimays review stamp. A. Product-a:Fla-cf.cldwerg: B. Lap vapor bea..x NcnesminimU.-tallace D.TNe type and numbx aaudnMMsf.sera Xem shxl beln ecroderrcewim Secdm0...0 1. Expaae sodas.team-faring male.. C.Oo ria lx+n.ure vapor bather. E. CoalAI shall sired specific...lira on me suemi0altv.ytleviah.hen m.Conaatt Dawmems. 2. Concealed wraps fal,al gmalarial. fi REMOVING AND REUSING FORMS to CONTRACTOR RESPONSIBILITY S Form hers. A. Fo.,for sidebo-las,walls,mlumnaant,at act I...ame a 50 all lh.clop not aupporwl,III SHEAR A Contradashallmakeall submiXalsl ativana.indallalim or mnsWcean to a0ow the Design Praesaimal 4, Formties. cmrnk maybe removed an.cu be ItAd.yroo-cah.ss gdaya Fl10de9C)c.l4amsaper suffitlem time Ipr rwlew. 5. Isvlaa.jdnr filler. pledng cancrde.Con.ae ha,to be M1md envugM1 m n.ba damage.by lomeremwal greratims and Pznng e. eontrana ahau damp aria sign a=n amalaanpp m.wing.ane poeUaaa:.and sign ar.Teal ce[n.amps 6. Infer.. and pr.ectlmo .1alna need to. Nat alnetl. redty compliancew requirements of Contras DocumanR.SUBMITTALS RECEIVED WITHOUT THE 7. Wakrstoo. 1. Leave k,mw.kforbasmsaffils,jmt,slabs,anddberzw=.lel.,,%mxwppmw.ghtd i T R Y C T Y R A L CONTRACTOR'S STAMP OF REVIEW WILL BE RETURNED TO THE CONTRACTOR FOR REVIEW AND 8. P.-I.....I, t ame.p �avetl ace- c as nal achkal I.-7o pereNfs eof2B-day al mmpe.e e. RESUBMRTAL B. Shap Or'awings:Prepare-ey,eM sig..tlendsealedhy,.qual6adpaesci.alengineelllpo Nelwme'v 2 Remove terms only Rchores have been anon etl to prem.remw..t Ter..wimoa loosening., C. Comran MaIllunde AIAdlnalme,ubAiaa.finerequ aAldacu sdcesn.wnstinde compliance with preparation,atuaiing(all.,assembly ant s.apaf a tams. 9 the requhemenlz a me Camad Doaamm.;only souls reviews-by me Design Fralessimd 1-Mae, 1. Fpr exposed v.Bce senaaawalls,iadic.e tlimetrsians and lmn as I...Sons. dia.rbing ahwes. compliance. 2. Indicated-olionandku:ionaacmamnapn antl movement jaims raquimtl to mnsWd me R C4AA..daa,IA,facesarvnaztob.-Aldinthe Wart D. Iti,allC.ta'actoh reap-Abillly to lumish ewipmenL comerials.and lab.lm me Proj..wNy,mee3 me structure M a[[d 1-wtth ACI 301. 1. Both.hayed ddamineted,aathau damaged-1acang material are unameptabfe for ra aquiremenb of III,codes andaue-1 Would as wall 1101 Centred Dvcumenb.Prvpral.y Aeras a. Lmebm acroswmdnjamaNspbjettroappPvalofth.Amraed. Apply las f-al apadri.a herein only esUblisnamsimum lunaional aria eesmeec..neem anehisnmmnem upm me 3. Intlicalelocaulla at-tat. 2. Ppply new fomFrNeese agent asceraa.-.-.a.ofinese popieta'.....any ar-ead c.Icato on Mut the codes <. Intlicate fo-mlinerlwmr antl lmnline lemrinaa'm cldails. C.WM1m films are,euaa,dem wlaces,remove ens ant lafma,antl Xphlen to[lose lginb. antl..-as. 5. In0late popoatls 1l fasaqumceaslnppauall. s,shvnng remwal and reshoang 1. Align andaxureloinb to avdtl vllseta. E. By rwiewtag approving araC submitting shop arawmg%,pod-All o,aemplea,Caro 'lar thereby actauaban an remwal. z. Dol.ase P.chatl fame lw ewos.dmn[me.wfa[ea Umea.apprvyaa by prtnitecL Holly Digitally signed 3.7 SHORING MDRESHORING INSTALLATION represenU that he has determined end venfietl.ISold measurem.fs,fiald construclipn.lena,materials, w Comply wXh AL1310(ACI 310M)ard AC13111 IACI301MJipr design,installation,aria removelashamg and by Holly Jeffreys .Ipg numbere,and emilarl.a and that he rias[necked antl[opdnxea mop hawing.with PART 2-PRODUCTS the requiremenla a Ma PM..antl arae Gooses D.umaM. 21 PERFORMANCE REQUIREMENTS rcc-S. 22 F. WOMr -attsM1opemvrings,xTemarcalMforbymeLontmxO-.Aosormques,..Conbaclor, A. ConveleFortnxnM:Desigaerlpoll,,e,ad.sh..and lAace,antra.AAAfannwofs,It,ores,andaahaesi, I. DoaM.-.eahanngorraan.ireaot.1 AA.-atof-1,I ranaciac-plate. Date:2023.05.' eh.l fol ammmaUmil dM sabmbeon ha%be.,reviewed by A,Design PPfeuaone.wax mar re.dmce wan Ac1301,maUpp.f vemwl,Ixxal,fblc and dmamklaad.,aria ronawcapnlaeo- e. Mmpldxpry eonama[epn,extene ah.ing.reananngavera atrt6dON numbmaswia 1p aiabiwte lova.in Jeffreys 16:40:03-04'00' aefine conaapta vpnfia.rapp.arraw ameD�ign vra..aimarc[prre[aana ens nofadmsand mg.be.ppIll.w=Nre an wpDvr sU=h 1paea,apmal re.Un.g malate roMpm.roma required aUcnbeaut ren.rwnoaamame.will b.exrafdrdr loads.avdl laU[elmsge..z.....xe seraphs with A..-Aa.xcmtim and whhaa requesting chane to eoM.d sum.,swam.time. snaps.,lines,.kei_IAas. rswano.1 Ituadenl steel reaomemml. \OLS y11J E FFJf"' 1.5 DE SIGN PROFESSIONAL REVIEW 1. DUlgn woos prod frons in essence wen APA'I'.. ek F.-al DedglCans-a C.Plans.qumce of remwal as hen,and..,,to Aail..mage to caac, .Locate amt provide aaaquak a Design Prefeaiprtal ydu reaiew'Uanmalawith reasanade vrpmvmeaa. seise: a"AangmwppM conaWctim wane.exeeadya.ae.a a.e.nemm. R �i B. De'igaP-ooionel's review prcmecapns refermly coma gmerzl arzangemeM and cpMomana arae 2. Design lomwpMl III deflection of conn-.acne m.a nal to X300 a rentor-bceMer spacing al 30 FIELD QDALTTV CONTROL `�•Ot:•tLENBFFYsi .me subminals wfM1 me design.-..at of the pvjett and wfh meiapm.apn given to the COMad sulcpods. A Sp.dal ln'pacaons:Ol9nerwill engagea[madal inspeaoq lanel[qux6etl lesng and inapecvng agency]. Dbocpnmb.Under ria mnd'Nvns]M1aultl me COMmd.cons..the review.indudelM1e 6mmsims, 2.2 I.H.IACINIS MATERIALS perp-cele tests and mIpact.a.and prepare test repot.. - aVc.92]59�I qum.ies,eadd1ua!a...aAa'..rba..'w of-olem.yin-aa,ft-Na-1. A. Aa-Surface F.m Facing MAenl: B. Testing Agenry:Engage.qua16e0 testing aria inspecting agencylp parer.tech antl inaper0ms ands E*r. , C. Design Prat%sipn.'s reWew sha0 rad,agaveme Conhadorfrm responz, ray(..cors wanissrons in lne 1. F-A.anti...AX,ancl.... concede suRacea. s,Oml rape ` miXals. W 2 Fumizh in largest pacaable ado.is minimize number a jots. C. Inspa[Xon.cls ,-yF CtATII D. OesignPMessional's redew of submiXals shall no[relieve the Camador aresponsiefny for anytler.fivn 3. Amapable Maenala:.required a-ply vith Sul...I'mi.h latlgAto-spm...Section I. Inspeg f..work lrslaape,I-olon.and dimension[a me m.c mama.beinglwmed hvm mernpuirememsame Lmtrad Omummis unless Ne Contm.a hoz dlrectetl specific ntantlonl the 033000'CasFYFPIace Cm.de.ane as follows: 2. Inspect ksuleang concrde forma tp,shape,Imativn,and dime A.,l,.me cma.e memd. 6, <ORi ? iaam. the Wneasubmbslpn end me Desgn Pralesalonal hes given wNlen approval to the spedfic e. [ npr.ymaa lHywmd ,-d vauilael�o convaaflaria�le corms,complying waM1 DOC P51, E.ngfome0 /iXX S3/o dA END OF-ION 1111111``(\ E. Design Pmkcci[.-review I llubmibef sW act la,--ada%authaidng any mange Tome Cmoacl a as all- '_a,C...Tme ntl 1) APA HDD(hlgatld rsity weRay). SECTION 032000-CONCRETE R61FORCEMENT .anal x039 1.6 EN DRAWINGS 2) APA MDO(medium-density w.tay);mL-rMp%e aganitreHed a ntl etlge seals.. Tbia Bem rias been Neclranically signed w Pres..I...ls.antl mwough manna.Tal.At t,drawing with Prryed name and number,identify am 3) APA Sall I Plyfom,B-B.bal mill oiled antl edge sealoo. PART 1-GENERAL and sealed ray Holly Je%rey.,Flwitla element.drawwug by-,.ce to sheat oumble-d.aila C.au-Dle-anls. 41 APA Plylom Class l,B-e yr bene,,mill oiled antl¢ape sealed. 1.1 RELATED SECTIONS 11anI.number.1.oa me date anal. B. Fapodu-aSn,U,lI-ag'for chap tl1.191 19 ml aemidea.Elecb drawtn9 Nes ori raw be B. Concealed Surace Form-Fadnp Maural:Lamb.,gywoam mxtsl,passe,or anpm.apprevetl materiel. A Section 013330.5Wct.x Subm,. time slam usingarligiral si previded to me Cvntraclvr. 1. -edalumberdreszedmal lead hvI sages and me s,de tang..fd. B. Section 031000-Concrete FomwaM gna'.a C. Identify field dimenaians:show all al lv adjacent.cr'Neal feature.d WO wp-v Ft I. C.Fortnsfor Cimaar Cdwnns,Pedesixs,and Sul9pors:M.el,glazsfiber-reincacetl plastic,pap.,vfibxtubes C.Section 033000-CasFln-Plea Canwele. P.ede�eAeuccAcal.nt are n. D.A copy of me mameO SWduml shop lrewingz wM me Design Prafecsioal's review clamp is lobe matNeinetl Net peau.a;r.I.1 gra��aor-pt AcIulantie%nn extaeding specified lwmwork.-tlasa. 1.2 REFERENCES sides dgnea antl sealee and me at me jab site. r. Previaefmns aMlbsulli-a alltlO[knau-Na%1p es.cc.Aete I.-wimoul tleirAm A ACI 11]-SMndaN Spe[ifiaaonc for Tderencesfor Concrete ConsWclim and M.enals. osignave must aev.a,. any 1.7 PRODUCT DATA defomeam, B. AG1301-SundaSped-Aac-cNralC...". ele=tr.ic copes. =u ft mly pages whim amp,AAal hark sera spy adandad protea data t-anol aa,uaAt II.al , 2S FORMWORK ACCESSORIES C.ACI31&Building LoOeftegnremenls(a Slrvdural Concrete. ne.to Specification Semon and aNde numb..Show reference ztmaards,paten- A.FomwoN saesaone'rax era.mbetltletl in connele,including ties and hmgere,snap tie commerdallY D.ASTMA1060.51maad Speclicatim fa Carbon-Steel Wire and Welded Wit RelMo,cemeM,Plain and ltA'octanstica,and apache%;M,bg and piping d,.gams and antral,:canponmt para:finishes: m-flanrted praduds.Da oat usenmfahnraktl wire/arm lies. Calla Lmaeb Relnfortem.t. dila-,arc;Ind-,.clearances. 24 FORM RELEASE AGENT E.ASTM A-SIandaN Sp.,jacA.fwD.wmed ant Plan BIIIetSteal Bars 14 Cm[ya,RIforcamara. B. Mo dy mmufact-Itandad aNemad[drawinga and Waste-to appam.t slmdad idprznaao.a ntl to A.Foan release agent sM1ag not hent vifn,stain,nor adversely aRM ansae arra....antl aces a.impair F. ASTM AT Stanad Spelcif mfm low-hlloy Sleet Da-Bars tar Cravats ReAla,cemeN. pacAdeth/mnatim ape ally epp0ableto me wont.Dd.e mfcamaX.wnichisndappfatol srAsequentlraatmeMsacpna.e surece.. G.AWS 012.1-Re-a..Pracoces fo,WolReimvrong Steal Metal lncarb.and Lonneceore is C. Preva¢manufadureycpreparation,as%emdy,and inslalalion inmuctic- 1. Farmulatefmn-release agent who mstkmeiarfor steel corm-..clog mxenab. Fla.- CmcrebCa-coon. 1.8 SAMPLES 2 Irelnae agentallaaamlall Ital....plable k farm A,,mmald-, H.AWS DlA SAUc l Wel Lode Reinforcing Slee, A B..,Nllmnge.lmmufadurabsstandad finishes except where more-Act raqutramenb are 2.5 FORM TIES I. CFBI--Manual.ra Practice,ad Documents 63and 65. a,a,aad,in0ic.ing[dors,bud-,ad patta- A. Pac,9Iabrkared.am-M.a,allpl,III a 11ba-ialorced piteic or metal farm ties dezimed to resist t.33UBM1TTALS B. S.bmXsamge'Ip an.svate Nncemal.erased.asap-apas,'Incleing pare and adammem..'required III a heal sensate on lams ad to prevent spelling of cana.e on remwal. A Shopd,...gs:Comply wiAACI-S6 byoesign paa-canal. 1. F Nma vena[ortooidamdal Nosar.ani A h[25..)tome DlAcal.Posed f. N.XaDesign Praesaimal peorfodekiling reinfor6ng Seel sM1.drawings. Adamic C.Approved samples wpch a re.paper ate may all.-P.reklln WDM. wRece11ea 2. Indo epladng arewmgs mateelel..bead..bencli�g.and gacanea. Beach 0.La AFhamp1e M01aemlBatlon. 2. m==iso s at when remwecl,lewehaes no lager lhmtinch(-15 mm)in diameter in mnaek 3. Include bastes.length.,rare.,,pedes,bar silt ties,s'nup spaog,Bent be,6agrams,bar E Fidd Finishes:PPvide full samples.Pal at location a.ulale to Dae.ga F-imx,of roqual by sulace.be arzangemenl twee.dspices,lengtln.clap.price.,clelailaam.aanial apli=e couplers, - moividual5pecificaa.Section.A-Ilam sample cwnplaa..Bmmad.Acceplable if id sA place may 3. Furnish riall w iNegral warm-hamar pale%to wets indicalatl to receive al.q ling or d.a11a IfwM,,g splice.,tie.acing,hoop sparing,and w,arl is conwete reiforcemeN. - beretainetlA"`pI.ktlwak. walarpPonng, 4IN-all -tadequate se[dons,elwatim,,antl detafs I.n. 1, 1.9 RESUBMIITALS Z6 DOVETAILANCHORS acceptable. Atlantic Beach COuntfy Club A When'Ubmabec are returned to Ne Cenoado,wlm the Design P,.erslme's msec...out Contras.,shall A. Dovetail anUors shall ansbta2l gage gelvarlaed skN ew.ail anchoring slots wfh Nler strips and l6 gaga 5. Re-oceondS.-IDrawngsfar shop 6awings is fol permiXed.Elettrenic tlawin9 Mas xA he requires mrtectiona.Upm.Toast resubmlI....A.stt9elvanized dovetail anmors,uNess.M1.wise nakd an Drawing.. n bepmvidedlm.Cltnimttal Phase I B. Corrtredor shall tlire.specOc aXenlim mmeresubmftalkal revisions including 0oa requestad by the 2.T VAPOR BARRIER B. Subl Aa am from each manaa.arer or suppliersWang mat matanals me.Al requlremeNa aOe OesignPMessio-ralonprevioussubmlckn. A. VaporbadershallcansbialptlyemNenesha..SeeArel.e.f.micanass. ASTM andACistandar- s--cad. Construction Documents 1.t0 DISTRIBUTION 2.B ISOLATIONJOINTFILLER G Submf mllllestrepwb 1600 Solve Marina Drive Distribute cp-luct-I snop eraw'v capias of p...dna ands on,Nch bear 0e Design A. A%pnab impega-p Ided Bleed. i-.axian joim filler shah s.!..vrim ASTM D1751 and be llbina, D.Su:n maM:1',data l.tanatle and canpramill sglcers. P,of oars review stamp lojob al.Ale,R.cod oalcu a III AlAontradars,supWiera,.mer.nesse x""I mpFae ol-ta arjtaint,.,I...lnaiceea-Ira a,m.DrAvags. E. su5mI A:UfacI ael a.ta indaamg.I.M...reaanm.d.ims m,a..d aeneama. At antic Beach,FL 32233 vad-dna FAAentities Aum,BAAa aA.a. 2.9 CONSTRUCTION JOINTS 1.4 QUALITYASSURANCE B. WOM shall 6........de-wimall pelormed from thc reviewed drawings. A. Prvvitle key type deal iemsby Vdanswecl jaims.BUNS Keyed Kold joint form wFortn-PJ(ey. A Coadinx.and scnedule Ina Brntly manner xiN ma Sbucfuml'eztinglMPeSero Agenry mefollowing al PART 2-PRODUCTS PART 3-EXECUTION related Verily atef.dng sued lo,qu takt,sloosen ae, ,end wppaM1 N0. DATE DESLRDESCRIPTIONNausea. 2. vamy ppper.enrmnng deal cpnprele mverege. REVISION 3.1 INSTALLATION OF FORMWORK 3. Imps.ao-a-I splice couplers a ntl rdMor...M walling. 2 02-10-23 OO PRIDING PMT 3-EXECUTION A. Cala. ACl301. B. The E__Tesor�M_p AS-m.be qualifiel l a.--..-ASTM C1077 and ASTM E.B 3 03-30-23 90 Not tical. B. Lonatru.l.mwwk,fo cornrell memb.s end sWdures are.size.snaps,abgnmeN,elevadm.antl paadon sang indicated. ce lirtdtzaAC1111 an0l mmgywimme5urace FinisM1 Oesignalionsspec6ed in 1.5 STRAGE AND PROTECTING 0533.23 PERMITSET END OF SECTIONSeam 033000•Lash ace Cmcrele'Io-as-asl finishes. Stare rofordng¢eel above Brand so mal f remains dean.MaAul sleet sura[,,hes-males and AFP.- C. Ltmfcmwete%"F,'rtegaarNazaelallawe'. datings a-might impair brad. SUBMfITAL INFORMATION AND SCHEDULES t. SuraceFinish-1lea.a IAcall sD,l,al.mm). a. To be use0 on canveta suRa[es no[expose0 to vlew. zi MATERIALS PROJECT 2. SURI, Fish-2,0:ACI 117CI,.-.Windro..m,. 21 MATERIALS Fabs used on cravats wnaces exposed to view. A Delmnad rallacing deal hall ceMomto ASTM A615,,mark SWCWraI Drawings la gads IGrede 60 CONTRACTOR 3. Surae.Finish-3.O:ALI 11]Cla%s A.ll6 Tomo(3.O mm). minvnuml. a. To be usetl waere noes on me drawing.fa armhecMally Rnbhetl cmerete. B, ESSO ted Mrs labnc aM1allcmlprm io ASTM A1064. CONTRACTOR'S ADDRESS D.LonsWttf6Tns tlght maugh 1prevaNla]sotcvn.etemwlar. 2.2 ACCESSORY MATERIALS 1. Minamize jams. A Anneakdz ao.wirernxlb-IO9agemW.... 2 Exposed Cmcrete:Symme.ully algnjviMcin forms. B. Bar authors shall be plastic-apps.steel Class l bar s.pports-mg,.CRSI Spenficaoons,Carvel.Inch E. C-aud-Acus a..or easy,ara vuf-ou,M1ammenng or prying llpinal[m[ttte surfaces. may be use ..ppartremlacamaA to obtain pop,de.a-Tran1. arm. PROD.MANAGER PHONE L) FAX L) 2. Ft-up forms larUndmedlz.ces sleepeN,�mfS ria lntal torn-.1. A_2.3 AAPLIT ER esp4cers shall be capatleadev..ping 125%arae relMortlrng slat ASTM spedfied mirwnum SUPERINTENDENT PHONE LI FAX I� F. pro fol uf.ru..an'3. beed,Ikx la-re,ors,vl Omer seas%ones.for easy remwal 9 Cantoace naacal .Italt he cpm d la-re,..Cerin. pression splicers sna0 he me mac rypa su pres,im stress is transmittatl by en MOBILIZATION DATE G.Sol edge lama basses,aadiM.mediale.creed sAp,f-Ift to achieve couied ells-and slopes ba a ng Mld In ancen.c mora.. A Tnbhed m=N a.-I. 2.1 DOWELADHESIVE PROJECTED SUBMITTAL DATES Prpviee ane mecum units to wppor screed drips A Aclnesive forreiMordng tlawdzkexiding wn.de shallmMom to ASTM CBB113,Type lV,Grade 3,CLA55 2. Use oak.-ql bmplales or compadinglype speeds. w 8.S C ex NX gal t-and epoxy content.Aebe.ive anal comet a a two romp-at adhesive synem FOUNDATDNCONCRETE SMUCTURALSTEEL MASONRY H.Prwa temporary opeangsfo-tlan.b and inspection pots where ltnenor area of fa--is ineccesstale, conned in side:by aide pack.*I cmne..d k e miimg non)O-m. I,ly mixes ma mmpmaaa ash B REINFORCING tie 1. Cl...openingawimpanels BgM1Oy fittetl to fomrs and seemly bmcel rp preventl.sa[mvek v injecled imp me hole_As As anal nave P.laoo ICC Evaluation Semieea,M[Acapknce CN-308 far long term asap and be speci0allyappmvetl for I.to vac4d emeses SUBMr1TAL DATE SUBMITTAL DATE Sl DATEj. 24on.I,e�e aadealla.,of'inlmeady mspiaocsloatians. CM1amkr exknoAta, mtl edges of pen A?.uoy expoatl co-1.l-al, Provide 3 12 A..rater.all amens. 31 FA FI ECU ATION ON l�a1�s9 At onjch. ovefaplams onepreviously placed al-a..lessman cinches. 3.t FABRICATION V/ 5fe PNParation 8 Fabrialw I Ere.w N. Farm opmirgs,dnases,o/fse6,sankages,Fwways,regleb,blod2n9.screeds,end bulkhatls repnretl in the p Faonate steel in email..aim ACI 31B and CR51 standards. Z EquipmmtI.DoAleon OuaMiativns Wok. B. Bmdle,.At.Aecal a Bameal bars..A.icantlin9 clears It,Tlyemballed in conaeta le O Concr.a Mlx Design MUor Bd18 1. Oelemines¢es and locatimshan trades prwieing such hems. pemfted,unlesssmaecally approves Design Pmlessknal all checked by Teskn9 antl lnsperAm Agernyla Embedded Bems 2. ONein loom approval of Arthhe.prom.Imnmg openings n.laiatetl on Drawangs. wa[Ys. Ereceonfl0etag L Coa-A,Al Movement j.Ac: C.Wala.aly as.6akl.Perron weldbg in accordance math AWS D 12.1 and.AWS D1 A. Fauncladm Renfacing 1. Condrv.ldnv true to Ona nim laces peryentlimlar lauRare plane.cmcrete. D.Tag rant aI,INe(IremyldAr caa.. A Drawings 2. Insall sv sberglM1 and appearance of cvmrete are n.impaad,xlacmmsin.c-las 3.21NSTALLATION < approve-by Design Pml.aa... A Baa.IF-I[an-.,neap relnto,cem.M e-11a p.tides antl matings. U 3. Placejoiate parpendimlar to main reinfomanenL B. Place,auppoM1 antl secure reiaprcemea.genal eisplacement in acmrtlance wiln ACI3lB antl CR51 4. I-a-FAU,ler beams,Altae,jda..and gliders in ma nidal.All a spare. dc.Do mr devise ham alignment ameasuram-, U_ WOOD ON,j.abin 9Ad a minimum distmce of twice the beam width soma beam-gide, C.Plece.nerala bear reMorremmt support pa.".l main raia-lm.M1 aIII A. 0..-walle6vive..larcemanl in longest pa,coade length.. U SUBMITTAL PATE 5. Locale horzmuljainrs in wells rail raumns at underside aflvars,slabs,beams,and gi0ers and 1. Laateweldetl wee labnc in metra Xn0 vl slabs amass dherxise rase-to clawing%. vp.footingsorfioorzlaM. 2, clap mem.slap plus Two in[hasH%Ids end mtljnNs,p ,tlaps.adjAnmgsnaA.dens W 6. Spacev wa¢mal jotaltmlla par S,-m 033000 Caz:IrvPlace Cal- lop e_cF,L.ousl.aa a .A,mAtan.Lace wenaps wfM1 w'ves. Tensaes atLacaleloims baIA.,i I.Aab lwMwaBs,near[omen,antl In cmce.etl locations 3. SuppO pacingchagn..xcead2fA,L where possible. E. Fumlah ant nal dow l armact-111 spies lout-ecdons 4 walls,pdamn.spa pars b pem11 Y) RemaMs'. 7. Prwidecrosvucroajoin.Aachane aim ACI318. mnanuousrem cement aeeve1--1 It a.-Ata...... & Provide 112incMticep key type condrv.im jdMs.end.eacn pacemeM fo,slabs,beams, F. Maxtain cw.an0 klerenasin accvrdmce with ACl ane CR313peofimllns,unless intliraletl..alias on W M Imtings.Bev.bans iw easy remove, Sue-,Drawings. r^ B . Remove lose pa.c.,and latency I-turesnal py pang the next 1..CNp me I..ce 1.a G.Preserve elearenea between bloat a ata 1.man Cinch,not lea,-one bar diameter,snot etelass man l-13 V, _ aegh Vlcu t m axpme sound,.vete. Ames sae.larga aggregate,wmichev.is greater. COMPLETED BY DATE M.Provide lempaary pros or openaBa in...want where r.ryiretl bfedlXele cleaning and inspection. H.S.wire tie.wen antl..raved imo co a....n.towed AIA-le rx Io sur- 1. L.Fato a.ma openings A-.A of va.c.forms,m irunnzpmme laden,l a-na%Nng 3.3 INSTALLATION TOLERANCES O END OF APPENDIX 2 Lloar tealammpore merkngswanX MNSn panals,flush aim thdae face.film,,and A C."''Y aim ACI 111 lar A-llxioatoleranas. ryporh and g g 1111LICES 2M all adwilco.beapparem in exposetl mncrela'uracel A Do n.splice reitdcanual cgla,ioo[..m B.-Drawings. W N.Clean f-I.d edjaa All.c..receive rmrxek.Remove drips,won,s-A.da.and.her debna B. Sl-'plmea in aweAloa a with ACI 31 B. ustb.ore placing concrete. C Te.-couplers may ba aped and Atualletl io ace-acc aim mina clureh spedfcaeons. O.NftUAja .Ad bracing L-.Dledng mnaere,as required,[.peventrnata,leaks and..imam proper 3.5 DOW E1.5INEXISTINGLONCRETE m allgnmmt. w1-mw..and d-al edheeye in aaddance lyra-aft.a Urer...Aeadool . J a P. Co.[moa.ureses alma aim IcmmrNease agent ampd-Ila menuladureys wren indm.ions,bore B. Minimum embetlmmt 11100 man be 12 bar diameters,unless at.othevwtca. U pa Rgtanfomammt.Dv ria aOow excess corm recess agent toattumulMe In forms a coma m rank.with cm Aefac.....al wfi,ch hem con-will bs paced- END OF SECTION Q D 0-S0.50 SCALE:11 DRAWN BY:CLW PROJECTNO.:2022-352 a n91l34)r]4 DCDRAIT CCT A H"weONerrNTAefe S SECTIONB51DOD-STRUCTURALSTEEL 2.10ADHESIVEANCHORS S H E P P H I R D SECTION 033eee-eAST4XFLALE CONCRETE E.Water PONble ecmpyirg w,s ASTM C16021C1fi02M. 3.8 ENVIRONMENTAL PROVISION F. CIear,Wa.bm.,MembranesInning,DlsslptCUMgC.mpwntl:A5TML3%.I—1.ClassB. A. AdhealvnenmM �el�els�atd: ASSOCIATES PART 1-GENERAL G.Clear.Waterborne,Membrab,F,meng,Ne,da.w.g Luring Compound:ASTM C309,Type 1,Class B.meshed 1. Pr'-d-.poli..nnconcr.smi..NRt.exwedl7d%r.sFM.han. PMT1-GENERAL l...,eom..ing NASTM MI.Grede A a ASTM A35,ainc Iseenan 1.1 SEC TION INCLUDES by c...I mmund mababs a rto nes I--wM bonding d 11111.verngl. 2. Forms,reiM dng.teelaMwbmdeahellbelogged,,a 6,k.dw hcsdw,[..pn.r,ownade f,t BEC TION INCLUDES accomance wi.AS-8.fi 3,unlessn"d"M1ewisem Ue Stmdural Dnwings..tl A Sedan inddef Gest-l"1Gecanade wsikmemead In the Cm,mad Dlcumemaw ot,erwfss re.".far Amer H.Clear.Walebme,Memb,al-ening,Curing Cpl.po.M:ASTMC309,Typal,Clas5R,101.25pm.t..ids, In Steer- A. Se.msicen I...onane,ed.ndab.wrel.e.lindw.Oin Ne C.bad.o-men,1.1o.wine 2. MedM1aive conlominglO ASTM C001-02.Type IV.Gratla 3,CLASS A.6,8C.cep,get rima ARCHITECT54ENG ENGINEERS gmgd.else w- na3,,penno.v-d by ruing camp...dmen.fi-e4 to n.imealere whh bonding V floor le,aring]. 3. E.wtlhen" .madth.emene.placa req'nm err maer[enple5m dare wrath. and epoxy canteen.Aaneave snap Lm.sl datwo-wmp,nam aanearve snlm wnni.a ma, 26560 AGOURA ROAD,SUITE 106 13 REIATED SECTIONS I. Clear SglveN-Bome.Membreno-Fortning.Cunrgantl Sealing Compmmn:A3TM Ct315,Type 1,Class A.Must ,, Mdslwlllg shall commence as anon as on,suRaces are firranen and shag mminue for 11 least 1.2 RELATEDSECTIONS Ilp,leparYagin9rnnn.t.dloamiA,gnol,be,lhthaoughlymixes111ecanpon..ta"it is A 5ed.n 013300--moral Seb-al mad LEE.V-1.11,Organic Cabo^regulations. seven lays. A. Seen.013330-Sbu.Ural Subm..s. injedad Bre,01 net..Atln-,shall have passed ICC Evaluation Services,Ill.Acelptance CALABA$A$,GA 97302 Se..014525-Stu .lTedg?lnapedm Agen[y S.rvill. J. Clear.Walebane,MsmbGmaFlnwh9,C-9.it Set Cmepeenn,U+N Cl 315,Type 1,Class A Must meal B. Cold"'ll"" "I'm R. SecU.0l4525-S..unl T..sn91ln.pe.ion Agenry Services, 2 Cn,a&3081.1.ng lean creep and be speeinGely a,,i I,.sato.clad..es, d 310.670.9144 nrIl.9@Shepga... C.Sed0n OS10w-C.naele F..wmk. LEED Vdaale Organic Cemon regdaU.s. Prgcedae applies wbanaNd.O olmore Oran 3succeszive tlayame average dally elr,emperaNre 13 REFERENCES ELD ELECTRODES ,ncs,s D.Bed.n 032000-C.nu"e RaidaremeN_ 211 FLYASH dnpsb"ow40dag,.0 F,hllh,handlNy ba.50 de,inal---NanlnenaHdanIII-ober A. AISC-Ced-shnderd Pr eeba Ste"Bulldogs and Bridges. 1tA E-70s.n.Nwhy&H enelewodasshdlwnfdmto AWSA5.1,A5.5.A51].or A5.20. E. Semon O]6200-NInSM1rms,G, A. Fly Bsh shall be Claes F fly ash will a loss on ign�I.,d less Nan five percent.Class C fly eah win a less In pend. B. AISC 3-16-S.ndam Spedficaim for SmIdunl Steel Building.,t SS Edition. B. Propedy store ii-ndas to"mon,flux gwTby. 1.3 REFERENCES gnmondle.fen.apareen,inawonlanc.wflh ASTMC616. 2. Provide vMb break or heated.d,bar,N prod heahly paced,.vete. C.RGSC-Spedfim0onfe,Str.d.al Joints Using HIBIFstr.ngh Btrhs. 212 PAINT aeasn.m0a A AC1301-5p.cbcaUm,f,,SWCN 1C.ncr for Buildings. 2.12 ACCELERATORS ]. Oumg wmg entad wncrde wild pdyesNene sM1aes or instil.InB Bankes for al lea"seven 0.AWS AS.I-SperJfi[Me,la Carb.n Sled Eles-le,to Shield Metal Arc Wem.9. A Oxide p.mer.ell tandem to AISC Speci6clb0 Code of Stand-Practice,and SSPC Steel Snud're .A3 m.n.y..xu B.AM 318-Building Code Requirements la-meal Clna.e. A. Nen-,None-Gaisama sha0 nemom to ASTM 0494. days. E AWS A5.5-Spe,nwu.n he Law-Ably Sled Covered N Welding Esdoees. 0 Pabong Man ual..Nese emseste,l a se. - - C.ASTM Cat-SMndard Prd..In Mating antl Caring Cma"e Test Spedml-the Field. 2.13 RETARDERS 4. In no lnslance shall Ne concrete smperelure drop blow 50 degrees Fehrerhat arta to,mppng F. All A5.11-S pacdca11,1.,Cab.Sle"ElecbOd¢sand Fluxes Nr SuWm My dAn Welding. Painmm.shellbe(reedleadand[hratnaleandahalrcamplyv h5Wa la dFederalvdadlea9a is D. AS C33-Smntlard SpedbcaUon la CmaeleAmregales. A. ReNrders sh"I conlommASTM N94. }arms and rrnhobg Ne d.eNre. G.pWS A$.2D-Specific.on for Carbm Slrel Electrode.for Flux Coed Aro Welding. cmpwn(VOC)requiremems. E. AS_ -Slandard-l-Isendfer Cinessm ve Sh,ngmdCy.nln"C.. .Spedmens. C.Protea wham.hom d,ng antl axcesavelmpereNre Nr No lost seven days. H.AWS p1.1-SwdaalW"ding Lode. C. panrl pnmersM1"I be compatible wM Rnsh w.ng. F. ASTM L94-S.naaN Speafication lo-Ready-Mixed Concrete. PMT]-El{EGUTION D,Prd,d imsh c.G.e mom rand. I. ASTM-Slmmbm1Sp1eFnaDmla SImd SUi 2f3 GALVANIZING G.ASTM C139-Ssntlam Teal Method la U.Weight.Yield,antl Air Ceaent(Grevmet,e)d Cen-a. 3,1 HIGH-RANGE WATER REDUCERS 3.9 CONTRACTION J DINTS J. ASTMA123-Standard Sp. ,,6mf,Zitrc(Ho4Dip GYvenized)C.,U smlronand Sled PmduUs. A. Gelm,,d=.gshallwnformto ASTMA123. H.AS C143-Ssntlam Tesl Me me fir5lump G.le he.me.Cmc.e. A. Higl,reg,ms rehears aGn,be addleatd.sage recesmondae bYthemanel,uml.The slump ef-eenc,ele A .nram Design Profeste net's IPp-1be}^ration dor entn jush K ASTMA153-Sanda,ts-wsmfdr Znc C.bhg(He1-D.p).i,m m1SbaIHahI. B. Galanseadlembs.andwaaherzinaworaenc,w ASTMA153wM,us.dtocmnectale"membm[nd I. ASTM C150-SNntlab"Pa" 'n for Padand Cents. .h llbeonetofouri.cheIllmsfim.Ih.higl.r g.wl.reduce,,,,dld.Dondpami,ltesheenavete B. Dlnmplace Injda,Inhametlflom,wmp0.hesleb...,se.wdis. L. ASTM A30i-Bantl.O Spedfiratim far Caton SleelBolts and SNds.60,000 P51 Tensile BhengU. re spec?enN be galahzed. an J. ASTM Cll2-ssndrtl Practice ner Sampling F hh,..an Cmeele. m asrle 9ren Intlh and MaVic OCN,aI BOI,s,SNelaM Allay Sla.l,Hen Trialed,120 C.Expansion an[hors or adhesive anchors spwfetl Nbe galy dell shag be mecM1anically galvansed in [melding auperesstldz,n t0 come in crosd aM hash c.ncrde rad c.nthining superplasU'era. C.Race c.N,a.onjm'dsin slabs-ongratle as indwletl mUe Omwingc. M.p5TM F3135-SUndieO SparificeUm for High Strength,Shu K. ASTM CIZa-Slannam Tesl.e.odle Air COnentllFra.hly.I.etlCm[re.Iy me Vdummlc Ms... 3.3 ADDRON OF WATER AT JOB SITE 3.10 CURING CONCRETE .in-lo Minbmh.T - g.. mesawns. w nabc,w;th ASTMB695,C'ess65.T..1. L. ASTM 0230-Seedem Spedfica0ln lar Flow Tad,or Usein Tests ef Hynraulc Cement. A. Pres,b lh0[kmslndicmingnembendmixwalabel hdd,,that"dlplanitweaL loaddmncrete A Obtain Deai9n Professimaf,-1,apar^v"Iai^r1oc.,n,,oncrdefwi^stallal.....-. N.ASFM A500-Standard SpeeMcadm for Ldtl-Famed Welded and Seamless Cab^.Steel Tuhing in Rends and M.ASTMC26D-B-denI3pe�c bir1- IniimniAdmies.-fen.-rete. delivered.Wakrmaybe-ad1.mehatenmhitoes ffi.ne.mumpmntation.abbrnmmlmtione'me 3.11 PATCHWORK AND REPAIRS SM1apes. PARiJ-E]tECUTION SHEAR O.ABT.N94-S.Mam Spa-I for ChmiGel Aem-ntsft,Ceuna,. m shim,.....led. A Nddy De"gra Profen.Idenydef.sv,s,e..i codadel.hepaNtredo,repair..Rapatr.dp.chddedve O.ASTM A501-standard 5pecifica9m far HukFwm,tl Welded aM Seamless Carbm BNd Smec 1Tubing. 3.1 GENERAL Cfi18-SNndam edficatian for Fl Asn ane Raw or Calcired Nanral Pazzolan/or Use ase Mmerel B. WenrsM1al rad be amen to Ile bald afler,m repair.onsite leseng has baso paf0m.. -n,-gra,-..lnefa.ver...s..,..Il...Il dibe erleadlden.- llainillesa Nen. P. AS A563-Enneli i Speeafiratlons fa Carbm and Alloy Sleet NuD. Fall-es eep aWMral 11,11 In se-danw wNr AISC SpedfrwN and Caen d Stan Radice. Q.ASTM AdmivluninPltwdCementCmerah. y 3 PLACEMENT OFCONC0.ETE earth s. ..AST.IS.-StandardPbIfe,PepalydDim.,,Wand Unwat maaset d pG"ve .Coanngs. B, .ma,.edgnPrdessi...-aSmI-illTesdo98nspe-IAgmR,atI—48h.-trill be'em turddeel R T R C T U R A L R.ASTME1155-Smhdm Ted Mem.dl.,Determining Floe Flamessand Levelness Ua.g Ue F-Number Syme,. 4A. Deposit Genoa's as Rear es peen.,.final F-en m prevent segreg.im en wbaet.. 312 JOINT FILLING R.ASTMA992-Slnd.N$pe ,,bmfar31..I1 Bbudwal Shap.Fw Usein BuildFg Freming fern-en and asefion. S. ASTMC1315-Standard Sp.llbmfsi Liq,,CMm a,F,.ing Camp.d,Having Special P,peb..N, B. ..n"usealuminim..,pmeminpladng.dfiniahngwncrele. A -pm,dean,andinaalli.,.,.II.M.-w..e-....-d r'slx-inshucti- S. ASTM Fell.w&andar.Spa[Ifitadon for HeMenetl Steel Washers. 3.2 ANCHOR BOLT SETTING m}alas wiM two nusa to sewnin lace Luring and Sealing GoncMe. C, FNace Wck.netl slabs Nr parfismsinn9ralw.lfloaslaM. 1. .eferjol.filling..,c.-Ialas.g..I....r....s(al.m.nnzfewmh0.-so,..e, T. ASTM F844-StandaN Spec bim be,Wiehers,Sesel,Pet.(Fiaq,Unhaneml for General Use A. Pm,aa ampate.for ae"rg andlm bans.Position aesin-ells by using to p p IA NOTICE D. Rapare placeofdepmh,mi.,convey,plaGe,andl.,,m teinaccea....,ebh ACI3D1.d ACI31SWdlem. exp...areas) U.ASTM A553-Sam Sped6cationa fe Caton and Nl.y Steel Nuts. pnwlo gacemanleco nate. A Notify Design Ineessi.ml antl 3e C Te-ollnspeel-Aosh,dol less Man 4B hours pnr to alas,, before placing concrete. 2. Do.tfilljdnta..."""'n""'T"pema..y cease d. IL SSPC-Si III=-Painfing Memml. B. Ib.erect sl."where andebdln.s x111 rad have lull threads. MWAIM eimE. Cma.e Placement B. RanavediR,d.tris,uwcu ngs,cunngwmpoundz,antl.a"asfr inj :1.,ve onlaclfacesoljdmsdeanand 1.I SUB.". 3.3 CONNECTIONS T50UYWTYASSURANLE 1. Before gadng concrete,veri,thalm-lemon dfamwae.,.mlacemed,..le-ld Items,and vapor dy' A. Conoba Dai Pbar...lentil pinto delealirg smeet-lsteal shop ire-91. A. Prwitleaminimum dwofaaenars al eacM1 bolrcd connepim. �- A Smeem.l TesungnnspaL Ag.ry shall perfme me f III quail,reload seem. m wmge,and Nal rmuinein.pede-e-ableed. C.Ins.Isemingidjoimfilla.Ild.Minsaw-adjd..ana.Ieaal2 inane,deepen......,met B. Reproduction of sWdurel--ge for shop drawing.I.rad eammed.Dec 1.dawmg files will rad be B. E,s fUt...,are lubrimend pne to i^aWlatim. 1. Exabnmelnaete inbek-Idylhat-Relli,pnrspopedy-le, Immed.sly FH,w =teplateen.b,mapedvap.resn.ledamage.ddmden, D. CverfilnjdM.antl WlLemb filler Duan beim lop diles ane,namening. p-sed tothe C.baell. G Promina high sms.omh.i.cane-enam....mance wBh RGSC Spe elfil.for Swdurai Jaime Using Hie, 2. Pes.maslemptestasdeamednacazsa,.r...Denml.lead.R.m.I-tar I,.dTixl'res inss,,ben.ane.pGrdefemv e,-e. 3.I3 CONCRETE FINISHES C.Submilsh.elw,snermema. shings,Ball.uaingdA5TMF3125Bdis. Digitally signed n added to ths, .e.Ne.'.6:.perform seal slump Nes sal,ED adjusenems P-a-himllua lntp.dandvapamardarduring-beepl...men temblIke A F,m e,sneelein,selemes-AG301. D.ShopnnwingzshAd,MyiMiwle Mepr,1,.,baes.ASTMG,de.spacing.andlw.onsdae emenees ail D. .n k,xpansi^nandcoM.a .nwhenmedbea,s conned be eiseee,ways or wncrde I"IOII`I 3. Conavtetesbrg:ObtainonewmposBe sample(vr.a dayspou Ifl,N,,nretemlxlI s.,.,rs maga seas le Work progresses. -she.o,Nslabs,fl.ns.s and levelness 1.1aranttsall-,mmpond to FF 25IFL 20 minimum overall for member;including corn ora gas.bannedbp.ings,a es eM types ds"encs, ..it.1 ldns.S.wre nine be bag,.E.-Inesemrg.(D.,Bread Iem A dd.el.) J by Holly Jeffreys e wdrn 5w d.lusoneaam.for eachaa?i0na11oo- 2. be, .p[Umagmd.24hwnpiorlowmmenc,mmlof.--. omposite.all meUbad,aWes and FF 17FL l2 minimum for.-a-d-I floc section. dineiming laseners�cambersmerW Ne numba,lype ane sparing dthe needed shearcmnen^re- 3.4 FASTENER MSTALIATION Date:2023.05.22 N n um,detain 5c blaive strengM1 1.1,.,.a.rano...,-.per ACI 318. placemen. C.For mneme dabs to remove wood fl-lo.-1,to flamsis and I-less.idermess,hill,ennespendmrc t.FF E. Far bedded.tis en elemem.tlesignn bylne cmha.or,whmit shm en.ngs end[al[ulatl..sealed by an A. Brits shall be Ws.INd in hetesdt,e c.nnec.n�ntl brwgMNs.g sgM c.ndison.TgM.cmneden t,1 4. EllecamPoems.am".is.,..NoI rslmdaNwretlspecim saMmteld-I.-ned 3. Donoladdwdatorano".d.m%delivery,aP1,11 s,eordumlggacomeM..IlsseppM.v by 45IFL.D ,.numwaallforcanposiledallmeasanedvalue.andFF301FL20min'anum.,a,ndvidu"floc engineerlicrosMinln.prlJetl..I.. pro9resairgsWAe..IlylrvmrhemoslrigidpaR......d..s.lh.c.n...I..,n,..er....Banol Jeffreys spwinens par ser re canpe.,ive. ,pi,wU..Fe eacM1 eel molded,-bra. Abtblbbnmw.ng,Let meinexceed be amoral indicated pro lite cmaete belw,ry,dL I..... F. Per cgm.nly,sub,,bwdsnwel.,pmeseurw ser eacM1 tyye.wetlw„im.z.d in accedanGe win .hs. 16:40:30-04'00' slump On 11 add w1.11...at,after adding high,",oral.-NaUdngatlTne-shmi.b.. D.-..,t dad[onawdon.0oonthagbefld,hetleoan FF25, Appmm.E I Me AWS St,c I Wading Lade.Satin nabfien ircenGe forbedding B.High.-91,bd%imle-shall nave a hardened washer moa the elimanl tamed In lightening. \1111111177/ b. .- .. 4. Be.rete,tsmplingandpl.cl.gc.n-.beat,,..,ead.at Project sb,subj.,mb.mbbad E Farshoredem d..FL.I..sdonotapgyifslabistestadafnrshonngisnmoved. cmwmabinfmsba as. C. Ins"I"im and tigNming dldla shat mNdm to Ne RC5L 5paMcaSon lm SWduml Joints Using HighSirengin \\\\`y JEFF///// Ural...'. ACI 301(ACI 3D1MI,bet net In exce..e an.1haimbal an lle[ ldlddlveryUcka. F. Slabs,11 do net meet 1,11....anI Walm-,mans ah"l be repaired*,,placed. G.Maintain..I-...ofwmll-.e.an Nal th ern"-'pled...a the..Pf_s . Bets ' RF/ d. Temperawe,.mbient antl emaete D,1%dd wee be cmcrele cher ad-g Mgh's'll water-reducinga beeesNmixNre 3.14 FIELD QUALITY CONTROL e d H.Mainsin.Gmffudon.fce cm-.Ge Nathigh..eog bol..uppliedmeatnespedecatlom. 3S XEADED STUDS �3 10EN" "S% L.e.b..plat E. Ceposil Lmms-b-ne.,In bee layer ori.hanz 1l ayers ef...ta.embs Nat be new comae A SpedaliblesseemsSp-heipeneh,earfmfield.ssantlinapedms aM pe.relesling an iwpe on I. Submit wrsfiwtivn ms,msfabnw,or antl..the reghaed qualificalims.Dlabnc.ormwlhave an hnep.OeN A Headed.[tier shall la wdO.In ecromanre beim AWS Ot.I. �� /. Myp,dinente-abb'..-das.ddg,.n.lw.a...N...I.uW,e-,dc. I.P'.sed.wnne,Matheshardenedanw9hb caw.seame.,planes.1w1ness. ,pees. ting agency 1.sees.fabri[a8onasreqeiedby.esespedfieafien,selm'hme.meendm1ificati..mme B.Lo te.neadudsdneNywermewebdbeams NMgelas.Nan0.31rrchestnick Ns.82TST. 1!= 8. Repan in writing,es dhecRd bythe pesim PM.siOnal,on se.ama Day}nal tesla an pesometl, suction rand.be paced cmkmwsly,pmvke cmamdon)dmis as indica}.. R Engageagt.etifietllasting antl inspecting agency to peRam terns antl Wapecfim end to suhmbrmons. ntlryentlmlts.le.1lery. C.Tieminimum.e.,.,a M.hallbe6Eiamelmatong.elingnud.alaxis..ebeam.d4dim.m _*rr Re d[I save strep nsss shall wn.in lire r'ed itlen.rwtl.name and number,dand OeP0zn c0nwe,e to avdd sagregatl.n. C.Fa a[nlwdd"iverea,submillhreec.piesdb.mtldwory ULkett.e -gagancy,indicating quanfy,mix J. Fe early approved beenttN,Nal is exams horn Special lwped.ns d.hep fans®sow and imga^e.eom rse N In.longs.0-1 sus.the beam. - .4 C a e men ed crate testing cont nezln ennlm.ond c Oep."'_aaleinlloa 19eyws"Doom radNexceed Nmwom aadsn pras.naz.it in m,aemixbres,dee,,.no,agmga.saed..gnal,.memdesignaumpalsmedb..i9 an proc.-a in acceeance nith Section 1104.2.me Bt.iking Code,..mal-anGeloys C,bdeses ef D,nWhere dbebls. d,hear,lad,m,gdred,begindouderowsateache.d.ls.h,am. _t4TF:J placam tnam 9 genry, rete g wmpra,avestr g 'mdwatermatc.b,saa..P Com arc'.Provideco dfabnatortce.6c..ebuildin dewaluas."e,iw"re d J ner"e placememin-N ,-..ismlxpr.p0.mz and Ream..w.pr...I ensai erenm a .ria to avdd Wdinea Gesbb njeim, amro ro].d she, psn pia 9w pan an E Rm.veshielss.fler welding.Alas. 'i'�.I, : P/�_ and-a dbreaN. d.m Con.lido„plebeck..,dethmoch.iwleebmsngequimentinacwndanc.wm ACl3D1 D.olmpedio febmRme1agwIb,.e-im.re.I. 38 EXPANSION ANCHOR INSTALLATION /F LORJG ' B. The, cmcrde plan)shall be Lefified la codormanre wilM1 Uerapdremenls dU,e NeOmal Ready (AC1301M). 1. HleBel hh,and"uds. N. Submit rcdRrwuan Mal Ne aecnr meets Me H,NIssd qu"iDCTima. A. Install N i.ead race with beembdmrs rewmm-dentin. ///�sfONAL Ea\\I Mix COnade Ass.c..n. 1. D..at us.vebhabrs to marspa cmnee-ale tams Z. Versosellion 11 use of requked design mMure. L Upmreq'e.-bmb-antes0nsequsnmandp.cadurwNbe..edbyms.eel.ed.. B Mm-briembedmen"hallb.�q.11l 4.Seen,.Neinclrardiameter.nle,en.e.h.,n. // \\ C.The Snr.urel Testing llnspedion Ag meyahallprwid..pedalinspedon....,ireaby Chaperll.se 2. wviGamrsveracal1,.-eamlyapacedlawtlowlonpidly 3. Cmamepl anetit,I.dud,ngconveylrgarrtldepo.Nng. I Ma bus. -rinslallalion. 3.I ADHESIVE ANCHOR INSTALLATION 777111111111 buildingcde as reputed in Sp.-.n III 5'. panar"e gaceblayer antl et least 5In—(1 So mm lids preceding layer. d. Cr.B p. -Mg I......e. N.Mandntee, seembeMabbnsfaradhe.ive a--sense . 0. Install m acrom-Geis emblef mer,recommendation. o.a31.3 1.T CONCRETE MI%DESIGN 3. D.m,iw.vibrates imolowerle,m INcmcrae Nal hall begin to lore plaaedly. . Verifiralandconrx _O gth basis rm...I V shoes and lama man beams and slab, O,QualiOwh'm Oat.:FlrE .,menu.-Gar,F-se.b.anginen,lana.....tend te.ng.gancy. B. Minimumembedment"etlbeequal,.4.5hme M.andlo,diametrn.nl.s.nded.fawise. A Ell iah,ann,s and tlninprepwli.s in ec-b-a,[I ACI 318,Chapter 19 and 26 fa earn wncrde 4. Ne.M1iwenm.limiltlmtim INvibretim to timenwes.ayN cros.litlale Generate, E. Berm Plant Inspections:One,..domhbGs.asdab.sRdby ArenNw 15 QUALITY ASSURANCE 3.3 WELDING TMsitem M1as been dedmn.afty srgn,tl trenglb need m the contra.dilamos, omgel-Imemml,Nninacemant and...=itan bans wbhoe cewing E. C.v ITests:Te.fingdt.p.z Ilmplesdfreshmnaet,o i,eenacwmmce wM ASTM C 1T21C 172M A. SWC,IT.*,gVlnzpaiion Agencyahallpe.Nef.lowingqualdyrelantlhems: A Lmply..AWS DIAStrucNnl W"dn9 Clan.Use Fal...aeI weld pncedurn. sealed by Helly Jeffreys.FlWae B. Suburb lemma mix sailors.Include lite follovmrg: ..s.en.t."nagae, shall be pedamel In acwmance wfm Ne fello.ing.,Romans: 1. ...rBds Lm r. acem B. Etmen,.MnNms Mrere 6fldweldsNminas at ant or sloes.Reams ala},be continuous Nradeance door license number 02TSBm me dale an"n, Type arra quantities.m.beles. 6. .ep.sitandcu.id..e- .Nrfl..rsandslhsina.0n6nuau-opaalion,.,in"Ths. 1. sting-q.ency:OMainme[ompo,betampls Meamdayapourd,,&,mret.m,W f.r MMIrb.1ts¢e,c.0g- .and.m.e.nsh.tbeve.dpn t p anl. less.an..emss.e bemlmd aIle d me weld. 2. Slump cans enjoins,time}placment d a pans ot.,ml.n 1,.,,plate it.0100eubic yams per Section 1. a [menu. C.Cmple P., a.jmn shallbebackg..g.dto.wndme.Ibe,,s,,ecmbsideswdded.rhave114Inell dnad.P.,m,H,,d digital 3. meant a. On nm place, .Boors and simm e,a mil-neaN sept..... When f'"..nydustingp ibesfewe,nan Bvecmp,,v. angUws Nr.ad 2. Wades Connedms ,.m.dgwh,36x11,sbadongbar.A .e h0lesarer,qus.d.Fillbgaccessholesisn.rpuind. nm,.tl d esdmaddwmel and not 4. Frazh unit weigh Consolidate conmle aurmp placemml operas.ns.......Meia t,.rvugnly wonted aro.. ilea mixture.te.mg,nell be c etelhen al least-rendmly see ed b.chaze a. lispecden,hall be m a blame with AWS ssuaurdl Welding Celle. D.R--..I.,mad..d.p.er frim ean.-Int weld metal, nm,.-d erg..bed sal en tie 5. Aggre9ales sie......se, rddoreement and ems,embedded bena and into comers. a.m.U,'e,ff fewer Man five are used(REVISE TO 3 IF PROJECT HAS LESS THAN 50 , Wsealy inspect ell field wddd e...ea,met,Vi"ual imp.Um d weld}joints Udedea 39 SPLICING osignetwee.-ic cvoe.,dmany 6. De.im mnpresaive drengtlt c. Mdhilebasfaceme-pm.on be Mans daring mm� plac„en,, YDB OF CONCRETETOTALI p.otlec.xa IaRep. A. Spite.R�eersonlywhae.m iwtati,messaulSrMzadm w.ng by lire Design Prdazsi,me. pas. T. Lwafim INgacemam in,bu.u,e. d, Screed slab s..ces wM a smaamedge and spike...elms..-Ines, 2. ._ASTM C1431C143M: Uttrazgni=msme 100%d ere canplme p...on welds. B. Pmvitle In"plate.a[bolfan Bange,plice.wd.w,beam sgrces w dgerm,dess- blmhmdmwmen. a -.1 emaals,m high..s,.dfig low Ras. One lest at"I'll ef pitenmem for eacM1 cornpmile smple,IUs rad lesso,"one test lar Raviewappnved welding mttdraree Verify Use welding pecedures ere being adhead to 3.10 GUTTING 9. Memotl of curing I. Slopesurle..unbmnly to orals where ngenmL can days pow"earn'em,..mixture. I eunngfield welding. A O^n.t use flame w.ng,,b,, demsudets auUorbedmems^g. tO.Seven-0ayand 28-0eycmpes-iva dengU¢. 9. Begin initi.floasm usin�bull Boats err moble-mlomaunsom end open-I,xureO solace b.cPadom ad 1I tests when centrale c.sislenry grpears to change. 1. Verity weln.qualrfic.ianz. B. Re-entrant comers shall M1eveeminimum ndusdmeinm and be Ree dnokhes.NO[tlles antl gouges resulting L.C.nttde supplier sol zubM"c sen ns that me m"anal,used Red applicable A3TM Spe-asee,.i. ^lane esetene, 'N,eaw aappeasen.s.... J. Sump,Pa.. C1fi111C1611M: 3. Bd.ce,ections Imm flame wrong sM1allhefnishenmasm0dh appearance. F wignsnewnem'3bgm tie above wilib.rajeden. Do netU dismb slab-Races before starting Bnishms,operations. One Nal al poin,dpattmenl for each composbe.ample.but nee fess m.one ted fm a I,I pecpe.end enethg sl.be in a[wmance win RCSC Specifi.bon for-Gil Join[. 3.11 MILL SCALE D.Limilam[en,.tlwl melena1 sub.f.e.it concrete mu design: 3.S TIME LIMN each day's pour til each me-se.I.-. Using High-Slangs Brill. A.Remwelo. millswle. .� 1. Fly ash(ASTM CSUI) .14 A. DapOset-,-In wand bee and ms-hall hours after me., s. a. Fedorm shlfional leets when cancreee e.mistency appears e,en.lit b. Phor t.casual antl physicalseating,I-mr,tering wmg a calkrafian dsvia.eindic.e 3.12 BOLT HOLES 2. las Cemem(ASTM C9691 W% ,B FINISHING FORMED SURFACES 2. Nr-seet:ASTM C2311C231M prersuremdn.e lorn.mal-weight contra.,IASTM lenslons al haat SX In excessdse AlSCmibnum.StrucMal s.el erector shadsmply k Cut tldl.,punch bees perpend.lar,mad wrtaGe..Do net enlarge hole,by-g Del a pun.holes in 3. T I of Fly MhpM Slag Cemen,40% A. Aa-Gest Susece Finishes: .173/Ll73M volumeWc mend,IorswabnlllgnMel9n cancres]. me lanavn rasaaL.device. bemng pates.Remwe bum. 1.9 BIL 1. ACI 3015usaGe Finish SF-I. the elbeestexsre imen-by frim-.Ling m..nl, e. One 1st f.r.m<omposls.amde,but n.ticsssan mous}hx earn day's pout.sad c. Test a minimum d l0%es se baled c0..dons. 3.13 PAlNTING 0. .esigncdn.aew.hamasim.._'INfivem.es. PetrneoidsugenIna^1-112i.hes(38mmlwN .r1/].nch(13mm)de.p. a 1.6 FABRICATOR'S QUALIFICATIONS A. Pint zeeel Ualia n.m[ased tocmcrete,psaer,0raprey,dfinprodng.Do n.shop aim in areas to be field B. Haaumpgben sen Bveinmll,deslredftshlb,achl,,N,lthahighi.gewa[err.ucer..ssignme Remove pnjemems larger man l inen(25 mm). 3. Cancrete Tempa.ve:ASTMCIOMCLePIM: , Bte.bethemer mall be Gesifi.by tie Whedun$bill-.151.--mim(NSCI-immy cw.U. weldne-1es15-C-.,lip...,..e.-,a...-[onuive.pedalfinithes. mcr.e orb withanigh Hoge we.r reducer slump dam ane meambindes pew aminus lite ane mrMl Tle hdesdonot,,01mitenng. .tie lestM1wdy wh.nair.mperamia40deg F(4.4deg C)andbeswlr.0s F(2T A Program for C-anUm"Stan I B-ISP, B. Frddpainl..-.ered...I..hasb.,n .1Eede..is-.....-conne..nsh.v...n Ug.-.. cineT1-1i-tilumpaharhigM,nge water rea.e.are ede.ah"I be eiEbI Inches. Surface Tolaance:ACI 11T LIaa D, begC)antl above,and one test Lima[,Lompmbe.amm. B. Fshneem,n"radi6ed by me AISC Guafy Cannelton Program.hall been sbnwtl.dmLeibaes and laMeeted 3.14 GALVANIZING 1.10 FRESHUNIT WEIGHT Applylo c.ncret.ACI117Cil xpwetl to pudicview]slnsenlmatims>. WeightA MC13Bfnshmnweighlofs luralconcrd,,ASTML56TIC56TMhes ,B ...noted aitl inspected o, ..-.Is antl Special lns,eaemn A9ane,co acted by Ue Ovmer. A. ..,v.-e,hlengI.Uatsupp -...dorb.lb,g,.neer.faewmg....heb-I.. Club A N t.0 a1haveamUh.mtehs tdl4DI.152 eU 2. ACI30t B""""Finish SF-2.O:-ca.centre..xunim-.dbylsim-facing..enal.mangdk wdgMdeauaunll,W-Ighl c0ncr.e. Paymemolthe,tests.dinspedf....hallbebynefabicala.T,a,anbinspe.onssll.Ib.m.omdby B. Gahan'zeenveonmematlyexposedsteel,tae.amplemarlr.ic"equtme.abelconyaupp". 0 t UIOU w.ghtc 9h P omen ands memcalma.ner....inim.m..eam,. On.le.flea.crop.snesampl.,b.n.lazasanmeleflfsie,ddaYIP-deem AWS Ce.fiaaWllamglnspieon,rellI'ell,nRYd-dural.teelInmeprgectsubmiteePe-dme C.Twchupweld,..data.i..mgAv.l a,,,b,ni.,,a.mcewi TMAT8D. Atlantic Beach CO rlry 1.11 AIRCONTENT on an a Y, amNar.. insp.timre hs peri des.imal.Ther done ins don la.enable se assn in.air wmmtis nquiras to wnaas placed in tie lames-1. pleenv d'lager man L4 ind(I.mm)ora..lR In.(13 mm)dap. [oneen pmslol gra. pupose pe glnzpe.vn 3.16 REPAIR .dare pairgalv.n.i,glo.mply Phase} B. Provide enoainea"relbe-per-bblelilt-I exposure emeg.y specie.en-1-ml dmvnngs. b. Remove pejac'ona lager man l N i-IS mm). 5. Cmi,essi.Test Spedmens:ABTM C311C31M: t agenry[o vasty Ua4ln genael,ser.tial is beingt.rinat.in aemmarge wbn me Cona.tDwum.ns.A A Galva.¢.9uriaces:C as when galvanIIin9ls tlamagetl 0rmisainq.Andre Tolerance In air commies dasvmdshall to al-1.5 parte.. Palen be hetes. Cad artllaberaayw,efeb,FlnN(150 mm)by 12-incM1(300 Rent cylinder Spedmens or nimum of one trip per week is recommeMw.Tb.flrslalp should ba.madul,d at me Rnlrequiremem fa wyn ASTM ATBO. d. Susa[eT.ttance:ACI11TC.saB. eacM1composite.ample.11lesen9Mge^ mmr.e,,.u.e4i.hby8ild,iy deme, Inepactiar,M.,��lntl MCChepts,17Cane..estg^Pro lGen.pnwtoilell,-.I--.'-.-it B.TaudwpPaindng:R.'i...S.bp..g.,hsb.1-Honailepalnlrepatrtsencl.ded.,N,.$ecUm.Tmdrup Construction Documents 1.12 WATERICEMENTRATIO . L.SIUl-TeIsm,..:AM117Chi,ee,mees(exp.seempublicview,](t0rattivaanbledfinish,)(.r elcWUdr,erberequied. inapectlmsshapindunelI,following: poen,may se,-trema,9buill"isimmediately and-el and in-I.-...-mitre-be 1600SelvaMarna Drive A WATIE CEMEnts.hall haveamadmum waercemenl retia d0.50.unless,gln omervnse, to be covered whha coaling o,covsn9m ase applied...y N cometh]-'-.nl.c.an">. beaGasl.0 mt-.a^dfeldwretw.5tl^damcyti^d r"pecimansf.raadc.mpole Examine mi0leI repro antl verily sal malmat bring used is me same le tie mill to.rellmz. permanent paemp B. N,.Ir,,Ie .nn.,elm,n,mh ,aveam.xim.nt,%,c0.50,inmens nlI ohms 3. ACI 3015udaceFmesh.ATI'F-3.0: ampef.��va�.0n-acesredo}hfo,f.-blibshwilbene l.IDELETEIF 2. Review melalies,o1.writeenwdtlingproc.eass.Ve.,ths.the falm.- IdhBpowd-a 1. Iim-ba" .,-.-,deanex,.s .yeaswirereprinerisd-.a.dwm¢,.g,andpaint aflticBeach,FL32233 C. C.-se.smenta-In anagg-N.,nsament(Expwure pass F2)sM1ab be-a maximum oral-.-I a. Parchodds larger man l4 int(IS mm)wide or VIIn&(13 mm)deep. SHO RING REMOVAL IS NOT REQUWEO ON PROJECT) are nanglogow.d.V.lry lit.w,lamere cadnd ods,nem papers and mat May demmsmN nilh metme ma al esu-tllashap paining Ncomply vdth 55PGPAtla,wdnng up shop 0.0.45. I. Ranove antecties.ger man 1-0,l3 m.). - Cad,inNal-re,.dfidd..l ,�,d„tlayinser,pectmensllreeme.^po , P-n,.&.,.es. pained.udaces.lm 1 Be11TTAL5 c. Palin be Idea. serape fordo"u...comate.trengU.t.mdpw4Nwi.nmg.(DELETEIFPOST- a. Ob-e-nigh UnIngd,bolting mmhu Verify U".hopmauli.on m high aren9s bets wm.m a. Cleanandprmares.sawsbySSPG3P2.a..oldearinglrs5P.5l3power-Nal REVISION 13A SubmBawn[Te,e mix tlesign as.pedfloe clove for earn typed c.nadeinWdetl in me beak d. Susace T.mnce'.ACI 11T Gass A. TENSIONING IS NOT INCLUDED ON PROJECT) 1.AISC spedfiwti.ns, [leaning, NO. DATE DESCRIPTION B. Submnacenficasm Ram sad bentsamurer or suppliaatating that m"eriala mast the requirements of the - 1pc..s:Apply t0 cmaal.-sa.ealexmsed es seethe view.]Ito receive a-beel Mish][1, 6. CsenzeeStrengt,Tess:ASTM CI-IoM. 4. E..-Fiera mpard0nle[mpm.penetration pins.Ultrasonically resp,m 100%enthe 2. Tleni Pnming:Cle.Nn9shem.-p perning are apeafrad in Sedan D-Go'HigR ASTM and ACI stantlams relarene.0. tole=:,Ahecv.ng or covering material apple d,ri.dy Ncmueul<Insen locations>, a. Fr.meemse: cmpl-pe-blenwn's'. Fesomance Co.ngs.' 2 02-10-2 DD PRICING C.SUlmi,mamfelurel"dene-lbding Product Oau and 11 Inson'metruaims ler the Nll0win9 hems. 3.T CURING 1. Tatbe,I-r"aycuredspe....sev.bay..mtwospectmens at20 nays- 5 Examine filletwelds lw p"t,rse ladle.neon,pathei antl antl rekms. 3.1TA FIELD OUALRY CONTROL s.'o 0}3023 Soil.COs Mandaeur.s Dae shell lnclutle se namedme mandadan and daledme pu.ic.im.Ml manus.urars' A.Begin wring procetlues lmmetlietey loll0wing se cenmmwmentdmeBnisling operafion. Fou"""'"enb"I"l"d.razarve. 6. Examine steel member for lamella eanng.3pll rnedrtl.ensions.ehole sizes. - Spedel lnsp.Ja to mRsim mefdllwincp s�eciel inspedmzUazced.ce beim specMwson .014525 OS23-23 PERMIT SET ea.shag be mainNineO.the pipet}she byre caneacNr. B. Preeil hesIiy,I.e. creta mom pre.l-drying an excessive elltl er h.lampahne- 2. Ted lwomeltl-wretl zpeanmslorrm-leftortnawaharing.D"eNhe T. Examine bohed areas fm bwra. 1. Be-Cennecsona:fzpe b rrn comed,msin accaNane.ons RLSC's 1. AtlmixNr.a 1. MatMain mdalure los a be more man 0.21.aq.fl.x hit Wsa m.I).La-I.ed in accordance beim ACl n"eminee by(amw.M engineerpertheir Geta.soda.(DELETE IF SHORING 1>ERELTOR'SQUPIIFICATION 2 -Sper.ratim lw SeuduralJdns Using High-Strengs Bols' 2. Curing Retinals 305.1.)before.tl Wmg6nisM1ing opmtims. REMOVAL IS NOTREOUIRED ON PROJECT) A. Eld.rsM1"I be e.perimcM in eredng swclural sysums simelark[mpl,dtyl.sis pllect as evi..etl by 3. Wanted C.nnedm Visuallyeeped meld wale-awomanc.whn AWS DIA, ]. Joimsea6g Roane. C.C'nn9 Flmetl surtacn:CompywM ACI300.11ACI 3110.1M)ea ldllwa: 3. Ted tvnfi.1-Genn sped,nene p...lo-tr.ssin9.poet-.naming.Dale be be 10 comp'".projects, a Ina ,til vsualinamden,%al and ilsped III wdds t^awomance wM AWS DI, . E.mnsion ms filler , Cure timed-ne,s.Ra.eeind.dbg t.Merside ef beams,supposed al.s..it em,semis, b"embee by port-Iensianingm9meer par Ueir wlculagons.(DELETE POST- B. Ere..rs"M1aveaminim-d S years expenann in m...d0n d.maurelssdania an NSC LeNfietl antl me laBowirg inspedron procedures,al tering agencys option: S. Phewng empwnd. "'sates. TENSIONING IS NOT INCLUDED PROJECT) Am,me,se SleelEra.el 1. M,getb:P.lnapedo ,AST E165. 5 Bmaing agents ll Lure wneMecpdaning mea pgmants in aw.manmwiU Ldor pigmad manusdmYs insovdms. 0.cmmzsi"I"InnBm last anal)be tie average lsinpreaaivesgmgt,from asci INlw. 1,0 WELDER'S QUALIFICATIONSQualify pr.cetlures and Oereonrelen ewonance xlt,AWSD1.1.Subpm9rapM1 Z. M.gnetic Parsdelnspacsm ASTM Ei09;peRormedmrod pass and on BNmareminebril,w gNrioa,mda.en.lem.0..nn,,-s, specimens.buin.man aamecmpOsbe Sample set Nsted al age inelwtetl.tt4lnd ly0 b"ow applies[I'Mgh-salami[ap011Gefi.s,'(whm R>3)ea defined In AN51/AISC 300. finisneO weld.Cnds axme.of ln[ompes fwlan sip.ebaUon ere nolaccep,.. PMT2F'RODUCTS d. Hremovmg lendshel.rem wring penod,crosn.ecuring or rernaindadcuring period,a.ldlows: nm,,lndm-,e ussdit shag ba fiom a tel ef na.specimens. A, Wetden and welding.,.I-penmen,w.A.n h.I.-.ge,b...mt .'wdas sit.pass the 3. Ultraso"c lnspeeten:ASTM Eltl 2.t MATERIALS s. CO.nuws Fogging:Maintain lsndmg waltt on wncre[e shv(aceunUlfin"sellingdconwda. T. Whend.gmdfielbwreecNindeniales.man B5p.rat.L.mpanianl.or.ory let .pplemanslwdd:,,u.11-a-.,Eg,aarequ,,dbyAWSDI.B.FCAW-Sand FCAW-Gshallbecrosidered 4. .le"B2phiL lnspedion:ASTM E.. A Maldalt designated by speak marMadae/s.as name s..eppil-e. bjec,1.-alian.ons be q'alhy b, Camm-:S.,ain I:essinlcmae,e simace c..nwusly wet. cylintlas,Cmm..r.M1all evaluate 1per.ms and provide[omMive pr.c.uresf0r pr.Ming and aeperate pocesses l.r wel0irg pena.el qualacasm. Mpa.-anceindre.edhy Uema.lacN.,. -.ansanaeped(,calma.WW...ab,-..adadaerd Abswpsve Corer.Pre-penabsory.v.m.tosabetoreapPli-s,o applyaild...Iwlalo .ginyse.'shaete. I9 STORAGE END OF SECTION ash march"sans me a.inand are.pan ef..I.sp.elesean".Upon-east eml.ee.nwtim mem .'_tve..,.He,to m.maen LmcreN s.Race--tems"Gen u SmenW. eamwnaeu,..,..illbelass%,n ffl,lry11119,Vlnylheew^sec.ve A, Ste,t 1.1.O g..ndbpe d.,y..essfainspedm.did..c.on.Sored."m msenand anti,.durarwsupptiathatm,tnA.d..ignaunby.f.ra.lo ASTMand AClsunaamah,mthe d. Waver-Rsu.m sheering Materials .,expned-ea sed-,e,iU shentsi nebanal. 0_Usava-..'bb,s equal or exceeds spedfie mmp,essme e,S.,and n.wmprea-ive- packagedbe.,inam.nermatpovid.-pr.edonagni,.iconladwimdelelatwsmatanals. requiremanls dNese danmrd. apin9,err lapprg seams, .trengh le"tvalue falls bdmv sig.,I compressive...o by mon Than 500,1i(3.4 MPs)H 2.2 CONCRETE"i"'I"'a"X Memh,,,I,mWg GnngC..'sem:Apply.nHwmly In w.n...a opmtlm by power spiny ape,"ale n,ohneeve stal i,5000,,1 r.S MPs),or nq lempn,law,a la,tell value--less PMT2-PRODUCTS A "'b"conn..trengn.indiesad an the structural Drawing.. .,roll.,:.....Mance wM m.ma-r-,eaten insh nz- ..10 Vemem al sp.-b compressive snenoth H sp...wmbabia.slrengs d gre.er sen 21 ANCHOR ROD 2,3 CEMENT 1. Rem.areas suhjea.heavy rainfall mmin Urea boon aftttlndli appfic.on. ..poi 134.5 MPs). A.Manor roll.shall, .N ASTM F1554,Grad.3.(.less n.etl nanneve m dnweng.)and than bee emshalcmfomto ASTMC150,Typal.unna,.sdO wise.Usemebnnd.ly. 2. M.nlin-ftS,.1 waling antl repair damage nung wring psnM, 9. Nm[Ie.-.T-.n:impact.mmersmmcape,.-.n.ntl..W.iv,a.kemeybe headed:o..r mreades--.d...a leevyh..,g nut.mebotlomd Uemreaneeme. 2.4 pGGREGATEm D.Curing UNmn.Is.daces:ComplywMAC130B.t(ACIa001M).zfll.: p.-.ad ly-nott.en-n.lt.sed al adebasisf0rappemnit. eje.an-anmre, B. Pmvitle two ham,h...I—dna al me base d Ue,.ma,tin tennammg to ASTM A5b3 Sell CGeis one A Fr aaggragaasoar I,-I.ASTMC33. 1. Beginwdngimmesi.elyafterfini.hin9c.adn. 0.MAO..Tess: pial dee erbetween enmoming.ASTMFB44,Provideonehe.ag.n I0..1h top Geispatewash. B. Como a"o's"gravel or=shi a sone shas t.mom I.ASTM C33,Class 3M.She cmrse a99.9ale in 2. Ims-Commie Flvvrs: MdisOnal ening and insp.dng,al Contradlrs expense wig be,e ld to netemi. listed blow.sh a e wwde-wM ACI 3I B. a. FImbae.Recawe Flo.,C...bn,,SSb,n,ein Ot,.5e.0n.:Gnome M1asopdon.me L ble-efnal....reedigm.wek-G,le Oeebilemens. L.Pri-allr ind,atckplM.wasbas(34nd x3-lnd)mbe,dNp.leal washmon base pl.es beim lversezee 2.5 WATER Ilow,ng: b. Car.td.ri...,Inme Wonnaliesir.p.saneinspectimsind,.le.n.cmply he,,,en.me.g l0 ASTM A35,^Ness noted en-se o^dalsigs. A Waler.net be p.aN.and hie.daHeriwt to ember.in noel-b.with ACI Sta. 1. Ass-Tuve..v As soon as eshmete has eumceenl ad N Nemo.,}lean w beim-C.ntraa0ocum.l.. Z2 ROLLED STEEL WIDE FLANGE AND WT SHAPES En 2.6 AlR ENTRAINNGAGENT Rams'_nmu:.Z,.,insull-we0entIlle its-r-al-as -file.. B. Measure Ile-lesel"me-s ane levelnes.ina[[waancawim ASTME1155(ASTME1155M)wiebh T2hw'.d A. Rogedatadwideflangeahapeash.li...m NASTMA992. 0. Air enlrvnirg ag.lm.Iromom NASTM C2fi0. i. Lee edg and.ds.mesoptive coo.ndleas sen l2.m.n.(3004nm). [mp..n d8mrfinlshin9 and promptly repos led results to Ardilee. 2.3 ROLLED STEEL SHAPES,FLATES,AND BARS,EJ4CEPT WIDE FLANGE AND WT SHAPES 2.T WATER REDUCER g. M"n.In abem,N.cover el.sam-d.antl enplace,Nr demtim.curing pend,hit noes.N.seen days. END OF SECTION A Rd.sass shapes,pstes.and bera.e.ceq*site flange and INT slrapes,.nall mnNm m ASTM AIS Z A Waarrdu.ngage.""e"Nm'AST".. 2 Mlizue-Retaining-Lover CUlh,C.-eabmae surface.,li,m"aNn-repining 21 ROUND STRUCTURAL STEEL TUBING 0 2.0 It WATER REDUCER ver 1.etinng..I-.,ten.in widest p..i..e..I..1,sides--dlapped at A. Ronne sV ,a ,lael NW,g,halc.lemt.A 5.,Gnde C,46ksimiN..myelddreng.. A High-range-a,reducers bairemle.ruera)slag rmlmn N ASTM... lead 11men.(M.mm),antl.eaatl l"tibeprod lap.or,dluw.. 2.55HAPED STRUCTURAL STEEL TUBING L 2.9 CHLORIDE Immetl.telyrepairany solea or leers tlunng curing panne.using cwerm.dal and wauryreal Npe. A. Shsped,ouaural Steel Nbing beat emfam the ASTM A500..,.be C,50 ksl mining.on.smengh. r A U-nodlaidesufanyfmninconcme, h. Core far not Inas man se,an data. B. HamRENGTH washers mallcmlmm to ASTM F436. Q 210 CURING MATERIALS 3. Ponding er-Im. B,nb.,,D ef Wmer Mouton c. 11 s.R 'cmtln-sly 23 HIGH-STRENGTH FASTENERS /` A Ell.r..n RemneeWtN.O e,m.m.lewlarMmforming,ma^u.c.raeforapplic.an Nhash,o,,.. wet Nrn"I.ss.n..r.days,.dl,ing One,wac.mbin.ond,n,fdlowfn9: A. Higlssb.gsbetssh,Uc .to ASTMF]125Typ.1,120Nsi.n.edon Ibe SmrcNral Dtawi.gt. 0 MsepsN.Cove,.AASHTOMIB2.Gas.2,busapd.0 .d.romju,.a-.,wei,.,a ndm.ery9 Water. B. Prwies3 ee,h minimum diame,a bole.,,,I.....ad adleeise, 0a.s�.y3(305,Isq-m)when." a. c..ne.s wm_o spray C.Ha.en..a.washers sha0 canlem to ASTM-S. C.Mas,s-Retaining Corer.ASTM C1 T1,,elynaVen,film/.lappdyanyl-sham. i Flwnto Receive Penetr.ng Lpuid rear Trednem,Conn.-he,ms.ie me f.lovnng: D. Sphllb,pe tension control bet.,,pain hammed wazhera and eueubte.I.are an a-eplaNO alternate design /� 1. Cela. 1. Aeaepivec '..Ms......naes has-ul6d.ns"to p.mB volesmanna bdl,as.mby. 0 a. Am.e Temperature Bek,50 deg F(10 deg C):51,de memo,111-11Uda1s,Iwtall prewetled absorptive cover over.dile aha d a-, E. Don"use l.d i-Ing washers. b. lvnbi..ITempmlule between 50 deg F(1D deg C)antl BS deg F(29 deg QI:My cos. I. lap edges end.ntls d.bl.Eve raver..lea man t2 intoe.. 2.8 HEADED SNDS w eNT.mpera,Move 85 d,g F(29 deg C):Whbe. n Maruti..aos.psve cwerwatar s.uralea,and In pace,lar du.1m d curing pmol,b.rad les}men seven days. A. Heatletl send dud"sol wnlm to se requiremems of AWS Dt.t. D.Curing Paper.Eig.feel-(2438-mm-)vase paper,con"ssng oMwo layersdllered Nnfl pap.laminand wM 2. Moisture-R"aUanB-C-1 Curing:Cover mna.e sudacas wM mds,ursralaining B. Provide L4-Inch diem".heatletl sleet studs,.leas n"ed^mem+se. ��/�1y t.u.e coating es a.pn.h- D._bar Gab",*,I...plated handiest siedicable wills,wit,sides and and,Appeal at C. Provide h,mneesunl cenmtc.c shield Geis lied. v/ ,.as,.inches(300 mm),and sealed by e,aname-tape or adhesive. 2.9 EXPANSION ANCHORS mmdiately rep.,any holes si G 6rs g curing panne bang[ova,m.anal aha wasrpn0f tape. A. Whoa.-and.rs ml nave tem w.l.'tl by me ILC Evaludon Smlcaz,Inc(ILGES)alAPMO that m w Cureforeleaamanseven Jaya. ES(LES)wbh a,bli melevau.mrepel.Mm es stall be I-lU.,C by ICGES Awson,..Gena 193 and las c Penning.,...nuous BXineingd Wats[MamlabTenae aurfaus,,-bbsly esp.cA Il,.Gieled for.ein,keel cehmle.All enchosthat}be approved Nr ba.gwind and seismic W we,ler I.less sen seven day,eniting.be.Ir a c.mbimtr..d,Me fallowing'. Dads. D W..n 0 In ,,. L uws wafer-lo can Fl^esNRecdve Polis Finaeh:Contr-lentepsonof-1.1lowing: 0 1. Mamsve Clver.m.mn esc_.ae las-.dent set to peens apgicann wNson M Nng Genome-Race,loci.I F-bed absorye,a[over over entire area dfl... W Lap adgaz and ends dabb,"ti,cove rad eras than 121nchw. D I, Maimain ab-ml-cava er se-Lie, din place,l.r duration dcunng Pend,bN net leas roan seven day a. ora 2. Ponding.lCon us Spnnking m W.m.I-..cm-le.babe..e.-sty J bed for net es,...seven days.Mtiang ane,or A wmbmasen.,t,1 foil-,'. W.er. u 1'i. .-I.wa4'spay. III FillentoReeve Curing C.mpwnd: Applymikmlyine mrnuws.pmtim by power spray 0r idler In acwmantt rvM Z.madonna w.en Inswdana. . Recmla,eas,ublact.1.h-,.int.Iwimimm�enwrsah.IniU..po,ua.n. 3. Maintain emmi.hy.wsang,and repair aamege.rihp curing panne. R1. Rem- Aft.curing pend has dapsM remove axing Gee a d wisout dish. g r.ur.ces by met,.recmmendea by curing,,m me men"ecNre unless D man"aclb.,a,c ,,ramp.ns does n.,I.,.,e with bonding efflow twig on Prq.d. A a Flaon NReceive Curing and Sealing Cvmpwnd: Apply udfomly,o Io.rs and albs endi,and en s ce.nuws,ce,t,n by p..r.pmy or Alleren.wells¢-mandac 1.11-then elbe.- 2. Recent areas stat...N h..v 1,of.winin n,,houn aft,i*N l appliwfi.n. 3. 0.epea,prows.2A hours tater and epply a.,bend coat Mesm.n c.ne-y.1 Gearing, and repserIne-ge dung curing pend 0-S 0.51 IN SCALE:14-1 DRAWN BY.CLW PROJECT NO.;2D22d52 r FIG/QQy7Q DCDAAIT CCT SECTION 061DQD-ROUGH CARPENTRY 3.3 STRUCTURALPANELS PART 2-PRODUCTS SECTION 312301-EXCAVATING,BACI(FILLING,AND COM PALING FOR STRUGlURE5 S H E P P H I R D A. 8ewroroMMoaMingpementliwlart0lremingmemberwiNenasstaggeretlandsM1eNenticoverfimbeaeng. 31 PERFORMANCEREQUIREMENTS ASSOCIATES PARTI-GENERAL F-Id.c edge EI.Wngl--shmol.SIAM.wood lremin,,with nails d sae antl spoon,Moven An A. Sou-.1 PMam—SwWAlpMdma.e'.Iridal-pale-ulneged wood wases Int be capable of PART 1-GENERAL 1.1 SECTION INCLUDES Drawings. w IAdingdMMgn loads waM1ln llmid antl under contli8ans ineiuled.Ccmply wM requiremen'sWTPIt T1 SE TION INCLUDES ARCHITECTS+ENGINEERS A Section incWtleswmtllram'vg and aM1eathingrolorm the superaw[Nre alawood Names bv➢tling as intliuled H. Senora wM'MeaMmg wM long dimension parallel to amfl sWh,IAM,odz d-firm finding,PmvMe bOM amass mare sVingeM requirements are specified bales. A. Siononinclutles Me earavalion,backfilling and compagiry required lortheswclures shown In Ne ConbuY on the Drawings. bladdng.11—M sheets Ge o,to came ham'nm cant nails of size and spacing shown on Orewngb. B. Tahulak minimum load rliqui2menot h.e won Drawings.Re mo10n.,Lonn'Subpeo9.M below Men Drawings. 26560 AGOURA ROAD,SUITE,06 1.2 RELATED SECTIONS C SedureOm-M.-IS no,no.laru haming members with endssaggered and Mad endo werfirm design loads sae indudu tore.lnd.de applicable Im..ond,snav,rilal.d,seismic,wind,and bplM loads. 12 RELATED SECTIONS CALABASAS,CA 91302 0. Senor 019330-SwWAl...Il1nN. beating.AnaM.homing wen sublbor gale MM dry+vallscrews. and—obodbutMonc. A. SeNe013330-Swqunl SuhmAkls, B. Sen'on 014525-SwWAl TesdnglWpectlon A9oncy Services. D. 0onloo sane boom cant lamina'ee lace shat be Mkcbed to woad with laminate0 face agano wood framing. 1. Design Lea e,:AS MdiratM. I REFERENCES 4310.670.9144 dI.s@ship-m.cam G..='.51T53-FatOu,I Wood Trusses. E. IMiddInnol,Ml 1Fg,pb0noo Panel,. 2. Maximum DMnb.nuntler Decign Loads: A. ASTM D422-5kntlam Teat McMu les Partitle-Sae ArWysk MSoilo' ww,.su 73 REFERENCES 3.4 WOODGRGUND,NAILERS,HLOMEIGAND SLEEPERS C.RNaio J.,..Ion.frwn apEoIIin"Rod Trvsses Subparagoph babes dr iruM dM1eo as appropti.efor B. ASTM 01551-TatMdhotl for Labwaltry Gompactin Gharac'ensficsd Shc Using ModRieo EAM(56,000 A. AFPA(Amencen ForeM and Pe Asaod.ion NeUonal pesi 5 arcaEon for Wootl CanzwcVon. A. P-ld..on.,MoM ark M.e requiMd for z onvog or edeclnmenl MOM.work.Form to Mapes as fiver,rod,an a nIIE mMenals. E,wm. anwrms mxw Par )- 9n pec own an rut as requietl forwelWeantl levd dwoA to be anaMetl.Coordinad location with donee wdrh a. RoofTrvnn:Venicl deftaction ML240 of spanfwtdal load. C.ASTM Dt556-.knd,rdTes'Methotl for Densly ane Unit WeigMdSoil in Place by the SmdCce Method. B. ALSC-An,—.Lumber Stamens Commidee:S 0.d Lumb.SGnd.rea. ioovdved.d E In—A subparegmph for hmimndl Enn9eudml l deflection I.M.R.Moll ld4awmasea. 0.ASTMD15B8-Sdndard Toot M.-Ifo,P-rani on Test and Spli Band Sampling M Soils. C. ANSI A208.1-Mal-Formed Wood Pti-olooartl. B. AdaM to clothed a a re rad tos Pon applied batling.Corral.siNr bulla a no mud no cant surtacec.unless a. Flow Trvseea:Verdnl tleflecUondl/480 Espen for EEI.dnd LRd0daP8nhxb'. E ASTM 03017-.kndard T.,t Metho0lor WelerConkM dShc ane Rock In Plan by Nutleer Memoas s.vAdsR.15•mwrsms D. ANSI(ANAA135.4-Beata H.MbO.d. othenrise Mi..Build into masonry Elting inslaloion d masonry win,WM1.e possible.anchor b lo-mwgk load (Shot.DVIM1). E.APA:A MUbn Pl',,d Anoditom. bdwe conerme Dlecement E. C.npy wM appiubd requirements antl recce IEd.0mz o1111.TPI DSH.and SBCA BC51. F. ASTM 04318-.kndaM Test Method for U,,uid Limit,Fd Limit.ands PlnoMy Index d Soilx. F AEYPA IAmencan WoodRaservers Assoda0on)Ct-Al Timber Pmmrns Preservative TreaweM by Prescwa C. Provide pennanem grounds dtlressetl.preservativeoeatedkey-beveled kmber mol les%than t-V2'(38mm) F. WvodSwduAl Design Standard.C plylwha,ptwbl.requiremems in AFPA N.OonM Do*, 1.4 DEFINRIONS Process. wde antl INmickness requoeONbing lace MgnuM to exact lnickness of Mb maedal involved.Remove SpedfioEb.les .d C..M.M.E. A Graml.r subbM .-U.,Ell direNy lambent ILM.-gnu. G.AWPA C20-Strvc[uAl Lumber Fire Retardant T-EnIont by Pressure Process. lempwarygounds wean nolonger requked 2.2 LUMBER B. Barodill:FIE lon-oately behind fan &..in.-g weld. H. RI3_Rnhvaad lnspeu'on Serrice. 3.S WOOD FURRING 0. Lumborused lN,M,n members shall balnd¢OrdanC4 with pubkMed atlas d lumber Mes waiting agemoeb G Sorin-ft.Fill under Me pMtture other Man the granular subbase. I. SPIB:S_._Pme Impaction Bureau. A. mstpl plumb and levelwM Closure stops at atlgas antl Openings.SNm cant wadO as requlre0 tortoleranceM approved by Me boardMreviewpAman¢n Lumber Slandams CAmmilee.Wmberanall ba itlenMied Dy 1.5 SUBMITTALS J. CL®:Went Ccp Lumbar lnauction Bureau. findhetl work. Grade mark d a lumber inspection bureau or..i,,.ppoved by the Bowl and,halloos sb-on Me A. Upon request submit soil teat repHc pertormed hybeSw[NAI TesUngrinspeNon Agenry. K.WWPA;W,sdm Wood ProtAs-Million. 3.6 MISCEl1ANE0U5 FRAMING Drow'vgs. IS OUALITYASSURANCE 14 DEFINITIONS A Flr.,bps: t. FaMgy maM earn piece Mlumberwith grade stamp MgnOing agency. A G¢Mecnnkal Engineer Mall perto-m MMallowinB wallryrelakdlams: A. SwWAl Panel is epanelpndud compozetl prim lYINwwtl antl maeOng Merequiramnts Muniled Slates 1. SWtl cases:Two intoes Nick dm.mber dOtldn MflowlevN,l Iln IevN, 2. Fwexpcetl lumberintlicmd to receiveapaned o-naNAl finish,vmR grade stamp..provitle 1. VMfyswcwAl fill compAea with spedficlions. _ Volu.a Pradud Standard PS 2 92'Pedormance SAnOard for W ode-Basetl SwwsraFUse Panels.SlmdurN and soffits.re d, eepM g A ea op stay ui g c pian¢issu y ga g agency. - PIMM,s liquid lime,plastic)IML peso[ ! ryq etiificales 0l grade cum ddb din 2 Delermme kY index and maximum don.tydearn type panel M.floe obonneer plywooI-1,-III p nand diningacombinatiw INv.e.antl woo0.usu 2 Fl-area ceiling Riming'.TwomMes Mich by aepm of And member btoclvng,Imetl to fill openings B. Provide sn....d Number cant no leas Man z pw Mrodii a content raw 9matar M.15 pacentmaWre dad. ,T A V C T Y R A L m.TAL end ma0ormea panels sunt es OnenMd scan'board ono walerbAMd. Nom one space d another o,pM"'tortif, cometh al ams otf.b.onon. 3. Observe pAdmling. 1.5 SUBMITTALS C. Min,...S dfic Guva fes To ChPMb.0.50 4. Padwm asufEcienl numberdfielO unalty testa bvdXy compacflm Msw.uAlf.Asa A. Forlrealee matedalz,submit ceMfiru'ion byes'ren plats s[aSng Memiwlsan'process uses,net amwmof B. Frnrirg'w Fechaniulwork: pa y p minima d.P taMormance%f. bl.standards. -b.cforpa„age INplp.,ant dudalo scald MEng awNaN members. D. Minimum Chnm Sae far Rod T.nn:2 by 6 incus nominal In boon lop and food.Mwu. m.,ift onbbsl per lin for evwy 25005quare let W611 paced. pre,ASSURANCE reline ppfu 2 ReiMtrn framing members where damaged by ddEng. 23 CONNECTOHFIATES 5. Vanfy foumutionbearing ORIlity. 1.6 pUAmITVS�55URJWCE G. 610ckiIRLowle blocking Mledleak insdllationdfinicM1 maletiak,uanot fi-not..P.,iMyboms endbm A Falood.cvnnedor plat.,10 campywth NaLonal O Ss Sperfiwron for Woad Cwwwuon,published by 6 Vidfyquen0nes of maknM removed andquenUtlasdmatMd pace dM UMPrkasare A, a dural Teslilg I lon—Agenry shall provide Vnial isNOboI n required by Chapol 17 M to railings, th.-on anF.adantPap.Accdtiati0n and Me NNonl Design Slandard br Mall%ate Gormeded invtived. �� bonding-do as req.-d by Specifice4an 01 4525. Wood Trues ConMM_.pulot..'by the TNss Plate ItMon a f.7 SURVEY B. Complywtn Na5Dnal Debign SpedSt.ion F.W.bJCon OIoo. S. Cwmador plates shall M1aveamknimum Wtlmasc do.036 into(20 gauge;. A. PnorW conprudivn,nave swWrelocation naked antl nNfietl byagcensetl survayw.11 tliwrryandes C. Pertorm want In accordance wM Ne following-Mi Som!OF SECTION L.Slaty conned.pl.0 Mall conform to ASTM AM Type A and shoo be rad-dip g.l.naed,uoNn noted Wal lines antl levaVonsedp,nopy0esign RofesMonal Cobra prweeOinA wM laywt Mswcmre. 1. Lumb.Grading Agency CeM1Riedb YpLSC. SECTION MDEUP-WOOD DECKING omervns1. 1,8 SUBSURFACE CONDITIONS �OII 9 y 9 2. Plywootl Grading Agency Cer6utlb APA. 1. Sdinless aleel SheeI:ASTM A240 wA5TM A88E,Type alb for exretiw lowtiws,wood q. Copies dasubcorfan kvestlgatoo d the it.will be mus....table upon request Toe dabis rad it-— Digitally signed 0.enema,o sad.Panels by onidol,ndo math. PART 1 GENERAL weservaVve-heatetl dumb.,on,rM.dam treMee lumn.and Mero indicated. a rewesenkwn or w My of Me cnti.dty of contlMons.Own.will nM be responsible fa I. LumbeeG®tl.ramp to candln,ymbd d gretlimg I—,min.,amber P,I—. ofWmber' 1 TI-GSECTIONIRAL. memrNation wcondusions MMmerefrom by Me eontranor.The lied masa aveilMle for Me by Holly Jeffreys apao-xpecies grouping wcamtinetion dem9nation,rvle,under Mich graded,Mere 1 q SoflwoodlumberswWrel wood tlecwng. 2A FASTENERS convenience INlhe GOnwdo-andis mol guaAMeetl loin n.n1.Y dond.-MMmaybillo-.ed. li Adand-did.0.easpting atbmedmandaWre. A R nEnbon,Nape Edb H,I,Mu dlnel cwnply wEnuIno- ME.1.In amide br m,tetial R. Lonlrago.'.y euminetnanti-dm.1,11,1 can sub,ulace axplorabon,at mnaatlNonal mxl loo lha Dvm.. Jeffre S Date:2023.05.22 2. SWcwAl Panel:Panel Mode,span noting,exposure du.MMy dassX-,f+oe.a standard 12 RELATED SECTIONS antl man.edure. NOEty Owner Prior to maldng.ny subsurtace explv,dms. Y Ihirkness,aM mill 1-., A. Section 013330-SwWAl Submlud. t. Rwitle lapin.slur ace with m.al(nming anchwsMN[ompYwN wnOen retommentlations of 1..EXISTING UTILITIES / 16:40:54-04'00' B, Go' EI..1-S...AITnIng peO,Agenry Services. mdelfiaming mendaWrer. A. Lund exbenguMergrwntl uEl des by cerNp nand exravatiOn.If NiENnIU,N.aninpa¢,p M. 1.7 RE OUIeezu1 Varied ma11-Ame[en WoodEPrnerven Bureau SdndI,,i 1,3 REFERSSnn. PMn'c and ClItobi:FlIn finding. 2. WneAwsses are expaseobweaM.,ire grvuntl¢Mattmeuhom Pressure-pres.vetive treated B. Co ecOon to- hO ...M,It9comwce'on opersttEous.es oMvaservins and facilities in operation.Donut �V\``y11JEFFR///Xi B. Span'Moos-NO—,1w Products Anocid.. pS26Ameecan Sohwootl LUMer.kndard;NadonNlnsdtuaMSuntlardsand TechnologylDeparwent of wootl.wFarea olfigh rdagve M1umitlky.povide laslenars Al Type 304 slain) cies, operate wit M[ompaniem -g D ��\O`'LEN FJ' C.WoM ol,Momm,-SPNNo Lumb.,NMonalDnio Spec'ifiuun,NationN Fwep Pntuots Anodot- A Cwornam.):ISE R. Nail,Bratls,aN Stapes: STM Ft— inb.upt ex,finq u''JMy wends-Inn OM,,whl unle ,ME,n permission I. `,t. iPcori 1.6 PROTECTION B. SPIB(GR)-Gooding Rules;S.Mam Pine IMPI on Bureau,In[.;2002. 2.5 WOOD-PRESERVATISVVREATEO LUMBER glum by Me DIM,Profs.,lona)antl Nen DEI,UEIr tempbory udily services nave Geon pnwud. A Dekvw,slave,antl hanaledlmalenad in sunt amamerW prd.lauknn tlemage and Me wrath.. 1.45YSTEM DESCRIPTION alive Tre.msnl by Pressure pronss:AWPA lit;use Catenary UC2 for Wreri¢wnaw,von notM C.ShvuldunMened or nrowdry 01.-IN—.1 other oblides be en-.-duMg n...Sal.cMd.the B. Useall memaneceasaryfo pvted Me Msdllu work and materiels Mall dhertra'es. A. DeMM ooflive eIdd-dload AS ind.-iinonsbu-IndrbwngcwM denec.IEMilldl 12400(span, cdaatl wiln era grouts.Vae C-MM-'o fwegetiorconswc4m rad in cmdd with Me Bound,and Use D.I.Prole d.L1illon.on-aln..tllre,MUy l.9 REPLACEMENTS 1.55UBMITT4LS Category UGelor Mmsin rondo wen Me greund. D.Repah tlemegetl udai.,tb satisfaction 0l Nigyawn.. .1gTF:J A. In Ere ativenl ofumage,immetlip,ly make all repaid and replacements necessary tome epprovalol Me A. Sinop Drewin9s:Indlc.e deck Naming sysdm,loads and rambere,bearing tledilc.end framed apeMngs. 1. P-orntive Chemfud:Accepable baNM1adUes havingjurisdic-0m ane condining no arsenic or tt0 NOTICE ArMileq dna al no addaonal cosita Me than.. B. Samles of Wood Doh En d to New:Submit semles,l2inch 10 - I do Mr-air. A. Notify the DesignProks%ional IS flours piwb Ne beginning of any exnvMmwak. p pose p rgkirzei 9wwe grin,stain, 2 Fwexpnetl wases indic.edb re[eiveaNlned anWAlf.zh,useM iAd I.muI.fi.o Mal f PART 2.PRODUCTS t.fi OUALRY ASSURANCE tic ORl 2.1 LUMBER A. Damply scam Me lallowMg: tlo nm require it MoE,suntan rolaanls,deee.rough.or omew,se ativersety often fidahet. PART 2-PRODUCTS d der anerlreatmwtloamaxvnum md,nro cdndnl 0115 I.Do rad use md.ial Uolis 2.1 GRANULAR SUBBASE e. lam rylum pemen (111111111 A. Nominal ties areintlioated,-pt mshown by Ealy tlimenaiom.Pmvitle,dual siu as requeetl by P520, s A. GAn 1. Wmber.P520 and approved grading rvin and lnapedion agendas. wMpetl ortloec not wmplywM rewirem.k br untruledma, rrl3lIshalluswnd antlh,odreining,suntass.M.novel or planed clone with less Man tOX n-loz, end sp...1.eats use. C. Ma umherwM VeatmeM quaey man,daninspeuan aBancybpi sODrwetl Dy Me ALSL Boal dReview. pealing III E 2005iwe.Maximum d'am..shall be'-112 inches. B. Pravda dressed lumbar,59 S.until,IUMNIse indtind. PART 2-PRODUCT9 1. Fwexposetl wases indicted to r¢Nve astaned o-naWrelfirsh,vnemarlMrg ant provitle 2.2 BACKFILL C.PriAndo,......di tuber No.2.5AUMem Pme wM tS%maximum moisture coolant al dmeddresMry unless 2.1 SOLID WOOD DECKING certifcMes M treatment d piante kcued bylnspbction agency. A. Baddill MSA mein Ne requirements M Me 9rmular siDuse. This.mM1ee en III.N.ally signed tie otherc%eonthe Dnwngs. A. SOLIDL-InDecking. O.Pravke skirlles.duel...I...plion with wwtl-freserveevetrea'e0lumber. 295TRUCTLIA FILL an seas yH011y JeR ,Flotida nobD.Lumber Gntlin9 RWec and Wood Spades to beMwMormance with V o,Produd Smndard PS 20: 1. Spades:Swth.m Pine. E. AppiuSon:Trent wases wM1ere intliwletl on DAwkgs. A. SwWrelflll shall meal Me regdbemenlsM barhfill spenfed above. licwcnumb.82758 on the sale andlo- GAdin9.1..1 Me fdlmdng a..cudb sappy lomdedele fumi,utl lion,Ml,,iron: 2. Grade:S.Ied Oetldng. 2.6 FIRE-RETARD TREATED WOOD R, StMuiral Tll Mall be flee of organics.d.oc and ddelMwa rPd. l5, time stamp using a didol cgnature. 1. NOM1M1eezlem Wmb.MenNaWre(s Associe0on.lnc.(NF1MA). 3. Moisture Contem:l5 pberunt maximum mdsNre content. 0. General:Where fire-rMamaM-he.ad-b -In, -.1,use matenals.prying with MMIkinT.-in Mls Pdnbd cooled of bels obPon-are rad 2. Somnem Roe lnspedibn Bureau l$Pm). 4. Pahem and Dressirm:a Ned edge;single tongue,surtawd 2 Moes. aEi..In.ar...o elle to I..MI.hli,ngju idioum.and with fire-IesNesponse MaAderistics sp.ifiea 00013-EXECUTION rui0ere sgned and sealed and Ne 3. Weal Coal Lumber lnapedion Bureau{WLLIB). 5. Sae:nominal2 x6,actual l%inMmx 5%inchea. ea do.-Ned by tel ling in.lb-products arcading 1.test memos in-Ind by aquNdred lestlng age.ry, 31 STRIPPING oM'A.rennnt.veti8etl oI..y 4. Weal Wood Produgs Association{WWPA). 23 ACCESSORIES H. FireRNardeM-Treaktl L.-"P t.-Process:Po,,d wlM a name-sproadindex d 2A..en Men A. Strip n,Mdoon.topaoil.nPt,antl other unwilanto m Il to a J.P.done-it Eby Ma Swdurel legmn,c copes. 2.2 STRUCTURAL PANEL A Faslane and Andmrs: tested, .oi,to ASTM EBI.wan no eviden.M sgnificanl progassive combustion Mpeufo IM..Me teat iz I-IIHII. o,1,.IyN.I.lon Man one l,nor knot Dan 10 fin 10 M,penmerer INthe A. Fro M,R.d,WNIwd FI...Shno,19 ffio s nnoted on Inetlrewings. rs 1. Fastener:Hd dipped 9alvanlzed sleet. enende'anauaona10-.1o,and saint Mefiamo hontnol exlentlingmae Nan 10.5 ke1(32 m7 beyond aW re. B. Foin"gpanda for eIe Ica InEhone eg4pm M,p id,fto, laNanl healed swdural panel wan NecanleAinedMe homers ell fly lime during MelesL B. Sbdgile suMoeM emwnts dropsul as requ'setlbcverareas to be lanesupetl wMemirtimum vlsu exlMwglue. PART 3-EXECUTION 1. Use treawenitha dvec not P..Me uhoslon of meal ksteners.Pmvitle sbWless Seel inches d material. 2]PARALLEL STRAND LUMBER 3.1 EXAMINATION ronnetl.pklea wMfire rebrdaM lumber, mw 3.2 EXCAVATION q. Provide Parenel SlAntl Wmbw IPSL)es specified.Dowmgs as manmaqured by Trus Join Mad.A'rllen. A Verify Mal suppoM1hamWg is ready to recivetle[kin9, 2. Enetior Type:_boto materals cM1allumply wM rognif. Is apeci5etl above)orf rottb a A Exnvativn shall De unsi0eretl unclesaifietl. 2I FASTENERS ANDANCHORAGES 3.2 PREPARATION Vededlamurand pywpotlu pressure process an.being sWladetl l0 acdreleodd weaMMng B. Pertarm exnvetion loo Me dephs ant limits on me Drawings antl as spec'if tlh.dn. A. Generel:Pentamers snMl be psae ono type indWee ant snNlwmpty cant reWiremenis sperifieokwsatide CAwtlinde pacemenid hearing a.ns. according 1.ASTM p ME. cel.Meeorlwations and whet+irki[.e0, av IOMll up0l when there iz probaGMy olfrap farming mgmund heeang kn excavation before - forma'eounibidn"'on andanure. 3.A, C.i INSTALLATIDN-LUMBER DECKING 3. Interior Type A:TMb,d,nulz dII, eaI on....,128 pi-I w In...I b... C Doo.,lspecee. f 1. Whore rough crpentr i vaposed bngouts anted,pon,,,o-preservative trutee,a .stall dedkng 190 lyses to frembg members,cant ands in!"llrod aver dm b...n.On sloped sudecen.ley a AMIingt.AETM D3201,193 percent AM—M1umidity.Use fa III—locagws where exterior 0. Ground wal.may be en[ounlered during lu fwndaun excavation.Prov'rtlea system(Ar cwuroging me ree MM1gb relative humkMwovide fapaners INTyge 30151alnl...soul unless raped tl,c gvkh lwyue upwutl.Inst.Il uckb9 in a cwtmlbe Aodon,layout as required by app-ton,balding doe. 4 pYPab ria Mdi[a'.e. grvuntl wal.loelwNyY leas)g groundno donybNe owe ltodI .,En. av.ion. athbrvdse indredrawings. B. Fit hub en0 oed.jAlMso¢umng between suppon members cant mNal spline Mmainaln UgM dignetljdnts. .sign Value Atljuswem Femurs:Treated lumbarstull De'epetl ac[dding a ASTM 05661,acid E. Keep excavations tlryby Moping ground awaylmm boles and Vendiu. Beach Adanuic B. Not,Bends,and Staples:ASTM Fi661. C.Engage tleckn9 tongue end grave atlgea. deign valueadjusMent dctm small he calculatetl evading to ASTM DEE41.For enclosed roto 3.3 PROOFRMLING C.Paw.-Driven FeMenars:Fasbner systems wM an eveludion repM a¢eplable to auMonEes having D.Seton with fasten in andfAminMio attic spaces,and wh.A highaempenM.fire Mormon onotion is A. ABw dripping w exoavM.n ane b...any fill plow-..fi.areas abaft u lo.ohMlM cant a minimum dlwo junsoiCion,based on 1C 5AC10. E. MalnaM deddng joint space d 11161,M maximum. odiw'eq pnvke m.enal with atljuswe.ddon End less Man 005 motldus of elasticity and [overages of a laud dump cask a scroperin eats of om pem.tirular directions. D.Pn,ID,UEINAnchors:Fastenerarilems wManevaluetibn repot eccepade baumoraex hb,io9ju di ., TOLERANCES O.75fbre bene MerinbendoR1PPmjep'sdimablOgiul zone. e, A+oasfound b4 soft br pumping Mall N....it.soilrom dAKI and MpkceE with I.-rolfill and Wase onICC-ES gCOt.ICC-ES gC56,ICC-ES AC'93,Ar ICC-ES AC30B as appoptiHeMMe,ulawt.. A45urface FlatnaseM DeWng WiNON Load:%into inlfeat maximum.aM Va nrdr in 30feal maximum. L.Kilmory lamb.afierlreMmenlma odmA,.mmol.W.P.noo Pf15p-on. would[ed nOibliMol F-in. d 1. Material:CNOwretnlromponenra,zin,PM,dtocoinplywMASTM6533.CbssFIZ.6 D. Itlentityfis+relaNaMdeaktlwoOdwiMappowiatedazsMcatimmarkingMtastinganeimpemrgagan[Y 3.4PLAGEMENiOFSTRUCTURALFILL Atlantic Beach Country Club 2. M.Ierial'.Slanless steel with bots ant nuts complying cant ASTM I—and ASTM FS4,Alloy END OF SECTION accepkble to.-.in b.inI,Fn.dicdon. A.Do rad plan aw[W2lfill on subgretle M.l ro.ains frost.mu0 oris Insane Grwpl ort E. For expoeetl Wszes antl boding inmcdetl to receweastainetl mnabnl Vnish,wnnma4'rg and pnvide 0. SwcWnl fll Man be paved and-.,..dm in.IN.hoes dyin. Phase E. Mdalwming connador anchors: SECTION 061753-FABRICATED WOOD TRUSSES ceM1?wles dheewenr cpmpia.e Issued Dy lnaperdion agency. C.Comped cwdunl fill to 95 pe MOfhe maximum try denseyn measured by ModEM1 P-' Nowalledasign loads,as pulliMed ly manuddurer,shall meal or exnetl ...f basalt-Oe.ign F FDr exposed bussnM lceted to receive a pined urn 1SEM.n Memlral fonnulabons MM do not bleed D155),--terao.mt,.+ partum M'ne OpVmum md.ure dere.. Construction Documents pmtlucls.MandecWreh pudisM1etl values sM1allbedpermined frwn empirkal tlao why otional PART1-GENERAL mmugh,cond"n cdwanls,aumerwse a'versdya6ett finishes. 9.5 PLACEMENT OF GRANULARSVBBPSE angi efing analyas and d,boboo etl by cmprehenalve kMng pinlinnnd bbyyagqMNlud Independent 11 SECTION INCLUDES G.Application:Tae.wases as indiund on DMi n,. A. DonvY place granular alpaca An subgrade Nal nndins NAS,mus oris bonen. '1600 Se1Ma Manna DnVe teen Fnmin Mo-s anal De puncnM brfasleners ad s d nnobloadsas ppememary ilema requiredbc gra, 8. Co gawlar subbase to 90 partenl INlhe maxMum tlry tlenaey az meewretl by Modifietl Pndar,ASTM g egenry. San equa[oN A. .onion i.Iu-ow oodF,n omplele Ne Droperdesi IabncaUon antl PART 3-F CUTION Di 557.,1b.M ..-M-,1 N-2 parent M Me optimum noobb..rmtenL Atlantic Beach, L32 3 hamiry anchors. erocunINthetao-liwoodasssystemass nooti Me Contracto...tnlserrecpenfiatl-Ion, 3.1 FABRICATION 3.8 PLACEMENT OF BACHFILL 2. Rodu conn¢dors as ndetl in menukcNrers inswctions- intludng beaurs,annggers,suflpemeMal nllers,lempwary and penn.eM hrevng,blvclmg.rk9e A, Cul ass members Naccwad lengths,angles ant skesroprotluce close f'dngjoida waM1 paper A. BatldillbMirm wdl shall be place in layersdsb intoes. 2.5 WOOD PRESERT-MM-TREATE...I,PLUMBER members.valeymembers.incidental Naming,andmnnedions'o me swqure fo-aco-nplNeanwndy wovd-towood bearingin assembled units. B. C.Mpadba,b1I.h dwells to 90pbmerd MMe food-ni density as measured by-oftod P,d, REVISION A. Preservative TreaMent by Pressure Prcwa:gWPA U1;Use Lelegory UL2lorimenor mnswction.,Min µMin Me,axter w.. non Me Onwngc. F.bnnt,mOM cwnectOr ge quire types 20... of mea n v,R...in Use bEM9Ary UC3b hr enenorronsttuction n.in contact with ground.and Usa Calegbry B. Febnc.etl w. asses indole planarsw bu opts con nd tofinelal plate connected members Mint pdes'o s¢e,cadgurwon,MlGnes,anO anMore tledlbre tlfor d ASTM D155i.with Me ova'.content witM1n*l- primum moisture content N0. DATE DESCRIPTION UC4a for m%k conleR wile 9rwntl. are labncafedwm dim son lumber and MkJl nave Dean wt and ass.mlletl priwlo delivery to lM1e lob s'e. a j�'designs In Inboth 3.7 GLEAN UP ve Cneminls:AcceptadebwmoMies having judseldion onoconlekning nD aneni[or 1.2 RELATEDSECTIONS en C. ass members in deign cAMlgun'ion WGuted on Meswdurel oawingsusinolig or othermeans Remove exuss excevedtl matetizlshwnjbb,Mend uponcompe0on leave she In clean contlNAn 2 02-t0-2300PRIDING tda Mromkm.og not use inorganic bwon(SB%)for zR plates. A. Section 013330-.wnunl SlLminals. sure unaonnay antl accuracy of aasemblyweM1 Clove fiongjoiMs.PAbition memh.sto produce Design 3 0330-23 90y.CIT 2. For exposed immsindioabd braceiveasdineo or naNralfinisn,cnemiwlfortnuletias anNl not B. Sdoho 014525-Swtt Tnbn Sonn1.. 's ender lntlicnod' END OF SECTION 9 OS23.23 PERMITSEr requio indskg.[oNui I colonAt.deed Mrwgh.or dheNo.e ativersblyanectfi.shes. gllmpeNon Agency 1. Fabriuk wooO Wssu wMth manuladurmgoolo-11 in TP11. B tan lumber ann Veaw¢nl los maximummoisture wnlenl 0115 perwm.po not use maurul MatN,n,nd C. .action 061000-Rough Caryentry. p.Corded ass Inbrob bymeans of metal connegor pales areunkly baled and s....by fintmetl to wvotl Ar mal does not comity cant nqu!nmeM,for UMMOK!ma1MM. 1.3 REFEEREANCNS members by means intlinted a approves. G.M-Nonk,erwM treaMenl queley mark Man lnspecuw egenry approved dy Ne.,LSC Bwm OReview. 0. - ational Design Sperifiwtion for Wood Conawdlion. 3.2 ERECTION t. For exposed lumberinduletlbrenivea,dinedanaNralfinish.omilman,ln9 antl pnvitle B. ANSYTPII-National Design Stontlard la Metal Plate Cennegea Wood Truss LonsVudiw A. E.,I.nd Mace VusceclocdmplywMrecommentlaUgna INmewlacwr.end Use Truss Plate lnstlWle. cMeiclec d watrne.cpmpianu issuetl byinnnoon agency. C. ASTM.13-Sland.MSperfiranm for Slaty SUN,Zmc-Coadtl(Galvanixed)or ZMWIM AIoy-Cnodl B. Erect wases cant plane M'MsweM wNnl(plumb)antlp 11.b eats OM.,lw d.-..Ilya'tleagn 0.Appicauon:Treat nems beicated on Drawings,antl Ne(dowing: {Galvannealed)by the Hd Dip P-en lacings ind-bid. 1. I—ce.z,neon-,curno,e W..nl suppMbases,NlO ".ddpwg,a no similar memb.sin D. ASTM A260-Slantlam Specntiw for Chromium ono CM1nmium NirhN Sdinles,51.l PIak.Sheer.and C.Hoicl urNs in pee by means Mpmper li0mg equi0mml soiled lb sizes and types Mtmaces requiretl,applied an ung,Raslgng.vapor homers,and wadrwoofing. Sbip r.Poo.-V bra end for Geneol AFplinti.b. a1proper Iin=abranmmmtled by lahriu a,exertlsing are not 10 tlemage ass members or joints by 2. WPotl'b.sleepen,d¢kkng,Ilurdng.11Mipping3 and simian mn¢detl members in wntaq win E g5TM A6fi6-Skndard Speq(¢diemfor Annealed or COlbWaFeo AuderAic Stainle,s.nein Sheol SVip, &-d-plane belling.other causes. swrya enwde. Plate and FIN Bar. O. Install cauda asses within insdlagon bol-MOs in TPI 1. Man gaUac ytv yra0e enamor masonry. F. AS Eel-Skntl.d Tesl Method forSurFace Bumirg CM1aratteirsticc dBuiltlklg Mends. 3. Wootl.min tlfurdil hetl tlireN the i.ena of below 3.38RACING _9acrequie palm p permanent G.TPI OSB-National Deagn Skndartl br Bn[Ing MNel Plad Connedud Wood Trvsses. q. pravitle erection bracin dto maintain--m. 1,poolland in Wer location,boon 4. Wood fomk9 members lhelare less Man lB iwM1es(460 mm)abave Me gmund In wewsucesa H.SBCA BC51-Building Co-rrporeMSalNylnformation Guide to Godo Radice for Handing,Mewling, bn[Ing is bsdlled, tRe straining I BAdrrg Metal Pl.a Connected Wood Trussed, H. Install permanent ba ting and rel.ed Componenk to anode w1.,to maintain design spacing,0EIM id live 5. Wvodfloor plass Ma[ero ln.allM over ronaete Nabron-grade. 1.4 DESIGN REQUIREMENTS and lad load,lndudlrg W.M1 Bads,and to comply with TPWSBNaOonal Dosion Standard f¢Br.in9 Metal E. ComDldelabica0on.fb.tednemspn.,tO Pbo M,Me ,,posMII K MernbbTbM Iy.n.'.1 A pesign Mwooe trsuses,including header ors,unh,al openings ar changeolireming,IS Me Sole PIN.Cono-od WoodTmscs. d same o ZKIl used for oeawent in accordanu with makcW nur ie,in razpon Mdy d M,Conwclor. 3 9 REARING AEOw preservable Wdry No,to'.Mirg members.Inspect eats piety dNmberor scapus.penin M. B. Fabnr o1on.od mosses Mall be deagnetl bya.lrvtlual Enpineerli[anietlkthe pmlen.ak les Me Ivan p pnd,orlrvsses senrely at Nl beanng pouts tocampy with memotls antl tlNala kdlnue.IIMIEftion.- drying antl 6-n!d-.g.b or do.-.pi... Mo-onto e ac DM%ng, -gh eh laskner hole k meal fmmanNws lnS ..coming Io maNnbbo 1 fastening s nEnoz and 2.6 FIRE-RETARDANT-TREATED MATERIALS C. Design Mall-ply aim Me National Desig Spedfieun for Wood ConAbdon(NDS)yvbllMbd by Mtlan in-.N.. A, eAb Where bre-retamanFirea'etl maurialc arebdinted.matendsahallcmply with requireme.s In Miz Amon,Ed—and Pep.AssodMivn(AFPA),me Nadwd Design Stared br Nleon,lio-connequni3.5 CUTTING cl e,No in to au.v shaving N.d.M-,and with firs-toll-response cfraraderisti¢speri6ee Wood Tmss C-I...n publi a by Me Truss Pl-lnsMule(TFD and Ma requiem..,of the Bullbln9 A. Cudhrg.diUlin9ngching oraltenngdwss membors is mol permmed. as'etermine'o/testing:dentist Prbduns per on Inh.d iodic by a q.MR dI.,Erg agen[y. c'I 3.6 REPLACEMENT B Fire-RNardanl-Treetetl Lumb.antl Pl ddb Pressure Process:Proeuds vNM1a flames dMA of 35 or 1.5 SUHMITTuS A. Rea woos saes thMare Mama mrd Tess Men lestetl a¢ndin ywo y pre, pct neo or do mol campy ori gpremonk, rd1 g progressive ran A Submit shop drawing%(sealed by an engineer ld.rT.in Me pnjbd Md,)shoran,don,%penes,axes ant Dam dwsses ma be dac[ordi lows, tlelaia si tlontl sealatl k// g to ASTM EM,eM wM no evidenu IN Iqa lustlon Mon Me age y Midori fO repair gni by Me pualdied Ina ..,d.denaddd-.2C mtnde,bntlwd,Me flametmdnd¢perking mall Man 105 feel(32m) xtress gAdez Mlumbar tO Ne wetl;ptM,span demo.congguAtion antl slicing tar each ypedwu pnVoin-Il engineer responsive for Vass JIMI,n,when approved by Me Design Profee P.I. Z beyond the c.Inioe of me homers al any Mn.during Me din. required;type,sae,malerkl.fipsh,design value,.tllowtiondmadl con necbrpl.es:beadngand 37 REPARS AND PROTECTION encM1ooge tietails;ane temporary oravlg regturemems. A. Ptint,wootl min has L.I. ...11,bo S..Nom we,mer.d.I.,.pntemon,inwgani[ 1. ..o6.rnt,hallno promgle cwrwion Emelt fasteners. rgadc boron{ ) 2. Ex'enor Type:Treated malenals Malt comp,wM requirements apexed lbw,(.fire-olon-1- B. Submit wlwletionsaeNad by an engneer li[anseOMMe aolectslMe for sent speafic on design MmMng n-healed woo it becomes win,apply EPA igibond hook nbobinl.Appy looms solution by spraying to Ve.eO lumler end eby pre%%are fiarbein dedloa 1o.ledonEd n bads,uneNons area rudl0ns. Comply with EP M91tlered label. p yeses protease . dloSubme laddcMofas fi..1 and bstallah'on hi-do.ns fare d.-ro m lumber met. tis, g ¢omingb ASTMD2898.U.eforenen.landmsarrd where ln0iwted. Ped quire 9 pa R. Prdecl wood mosses frwn weMn..M,tlespile prauCtiM,wvotl wanes became cal,apply EPA-n9is'eretl Q 3. Intens Type A:T.Nad mal.tiels Mell haveamoipue Conte.of 2B parte.or less Men le%tee M1ardware.fabncetion process Veaw¢nt la any),nanding and aro-, owes Vulm.d.Appy borate sduun by spraying to comply cant EPA'Utin .d dad. ccoming to ASTM 09201,192 tive humi Use Mere eGenw D.Subme nrtifiwtion,signed by an olficr al labnudng Arm,Intllutbg Md Wssesbb,supplied fame project _Repair dame d II-nud swung.on.posed mAa.ne .oME.,to AGTMA78MA780M.M1 U pemenl rola lily. type Is mat indicated C 9e 9 Decign Value AdjusMent Factors:TreeeOlumbershallul,stetl accadingb ASTM 05884 and comply Mh lndlekd requtremenfs. mandanol Mun inurb an. 4 '¢sign value adjuswenl faders Mall be w,italed aornrdin9 to ASTM Dit-[Fwen Irmo mol E Subme wrtiriwtion by eeadng pant Mar regtaM eaawent compAes wM spec'ified suntlerde,neppinble. Naming,Gaming in antl.span,antl whom Ngh lemp,nound n-rM,rd.,t buon-m intlicletl. F. Subme ceMficaun Mat are fabti made Me requires quafif�wSes.XlNwcalor maphave anrnaependent END OF SECTION prwiee mdend aim atljus'mrnl lattws of not less than 0.85 modulus d elaseoty and 0.]51¢ :I-'egenry to inspect labdcadan as r 16-by'M1ase cpeNl.dons,audM Ne name antl...I n,tons M me fiber in undo,,fes PIP—dtio-11gkal zona.] the indu dniksong egenry. U C.I0lndrylumberafter wa'mant'v matimum mdNwe cOnteMMl6 OernM.Rlndry pyvmm eflerwawentm G.Fw eats epprwed'Mnulo-[nat is enemp lrom Special lnspertians INshop faMutimsend implemenklion w rat d 15,00.M. procMur.,in accaunce w h Section 1701.2 of Me Building Co .-non F.-on.",i CeNfcate 01 v�k p.Idendyfire-relerdranl-walatl wvotl wtll eppmpnele dassifiuFm marking MqualRied telling egenry Complianrx'.Provitle copes Mtabdcabh naifiwtion.oUlding code evaluation mils repod and LL 1. Fore d'amber odi AM1 to rodeos a-in.w InArM finish,omit mdtdn d u fabnOo.e.u In[nhol manual xnin Man prow 1.5 FABRICATOR'S DUNLIFICATION$ certifi Mk .dtbitnw.iiont bmpienn issued by dating agency. A. Mintmum INUuaeyurs'expm,nubw¢ospul/abricMon Mousses canpanble Wtype in eEn Z'items,doon#w b receive l,Maine'Ar natuat RnisM1,Mewnl Iwmulatiww shall mol deed llXough, rojett d n ed fes M sLu cppl-roloTa ar pmerwse edvenely.Red fiNMec. .,STORAGE AND HANDLING '/s F_ Appicabon:Ionob ems wtlicMetl on prewngs,ark be fdlowng: t A, HBndle and store wases to nmpy wan ocommendoba In TPISBCA BCSI,"Booing Canponem Salety n 1, Framing fa nlsed plaumss. IMoon,EN,G.M.to Good Procgc Ica Handling.In-hing,Running 5 BAcing Mdal Plate Cbnnede' 2. FAmkgfw stages. Woad Twsses."antl in a¢o-eance wan manul.bmYsinslrvclionsio avdd d...got..bantling, RART3-EXECUTION ova ming Or AN.Huse lar Mint wed is rad designed to roslst or ermure. O m .1 GENERAL w 1. Sb-.nnE..dEbf,uod,and adequ.ely sutapatetl toprevent literal L_I'lI. A. Set swctunl members lwel and plumb.in cone.,poMb.n. 2. Pmkq mosses Nom...Inr by cwariog wan waterprod sheeEn9•aewrdy enchoon. MM B.Make provis...,frerecdonloaes,andlorau.deM'emparerydadngtomai,,.ba =,,ale,plumb,.ndin 3. Proviu(aairarculadm erwrk skdrs an'undm coverings. W q Wealgnm,nt and cwnple0on derectim antl inslaDetion0Ipermanentbrecing. B. peciwswsshowing di.... ion.nwa0n,w otherwiden.ddidoin. ..Diaurdarkrepin. Disnrd una alendlgs e -.n might impar qulay dMr,antl wunik M tlo to....Illofa . bdde acesMMare!,,MMIdordolood- C d mo with work J with minlmum m Igloos P, boring.-M. boring.-M.- D.Instoller mrM samba Me wbstrate swnure dna the roId6.nb under MirA'd,caroenby oro.1,lob. U a Ida nsetted and nobly In.Canwdw In N ,of candi0mz dolmo nkl b mb work Do not proceed win,Ma U al'¢fatlory cwdon5 have beetoin a mwiera¢ept-I to Me instil.. Z E Coo Idrnau uryen wont b other won,;sub,and cope as req.ild oi,w ,ft.Conelak I'lob.M inn,gwntls antl Monts sup—b Ill.prop,anachment of toner work. 32 JOIST FRAMING A. Provide E.rn,of sizes and spacings mown. B. Insall cant norm etlge up antl support ends d eats member wen not less Man t-TI8 mMes M bwrVrg m x k3 C.Ad—AnaM'owood leanng mamlers Dy toe naifng or gelveMzetl mdbl¢nnenws.Pmvitle blwWng Mjd,l Manes dldps amass nailetlb M1eaOw or suppoM1ed by metaljoist hang.. D.Do not loon,bjdpc. E Donotloon,holesnPSL wdM-ono 11 dinclumisrvcvmnendalions. - F. Preside bugeg between joips as nded on drowrgs. 0-S0.52 SCALE:-11 DRAWN BY:CLW PROJECT NO.:2022-52 nG/�JQ/74 DCDRAIT CCT NOTE SHEPPHIRD WWF we ASSOCIATES eE NOTE2 ARCHITECTS+ENGINEERS T/CONc 26560 AGOURA ROAD.SUITE 106 - CALABASAS,CA 91302 d 310.670.9144 w,ll.s@shepae.mm VAPOR BARRIER SAW CUT CONTROLJOTNT EPA,,—SUBBASE nnosis CONTINUO4KEY TOOLEDJOINTAND METAL FOJOINT FILLER.SEEARCH OWES AND SPECS WWF NC iTD SHEAR VAPOR BARRIER KEYED GRANULAR SUBBASE LONBTRMCTID OTE SSWCUTSHPLLBEMAOESOONENOUGHTOPREVENTCRACKING,BUTNOTSOSOONASTO STRUCTURAL 1. CAUSE$FALLING OF HTE CONCRETE WHILE SAWING.FOR JOINT FILLER.SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.FOR JOINT SPACING.SEE STRUCTURAL SPECIFICATIONS. 2. SAWCUTORDI5GONTINUEREINFATCONSTRUCTIONIT. 3. KEYEOCONSTRUCTIOR JOINTS SFULIONLY OCCUR AT EXPOSED EDGES HSI-AR HALLBNG WS'l ING I. WHECUR EREGUIREGADBEPDFOR AMINESMOF90AYSPRINR TO INSTALLATION OF SHALL BEWLZ CUREDANDR OPTIOAMINIMUMOF90DAYSPRIORTD INSTALLATIONOFFLOOR FINISHES.AT CONTRACTOR'S OPTION DIAMOND DOWELS MAY BE USED IN LIEU OF CONTINUOUS CONCRETE KKEYED JOINT. OI IY 5. PROVIDE SLAB BOLSTERS MIN 4'-O'APART FOR WWF SUPPORT Digitally signed 4DTYPIC GRADE SUPPORTED SIAB ATIOINTS by Holly leffrey5 (D t Date:2023.05.22 Jeffreys 16:4,:20-04'00 VVLIk11)EII ,r0:�1GENgFFA�i� NEW SLAB EXISTING SLAB callY slg d _tytyF vk sealedbyBHNIy JsfsN ,Florid. r zTse.A lne tl.le..tll.� .- TIALAB EL Pont cemnsinsnp Using.digiti s(9..Wle. TO MATCH ansitl id colres I:$ gn of mis mumanl are nm EXISTING eresied.nd-nini.ne Ne Ty csign.Wre must 6evsifetl an any IIIL. u4.Ts'@,B'OC 2L5 COM DRILL AND EPDXY GROUT INTO EXIST CONI I Adancic Beach ' a ,TYPICAL GRADE SUPPORTED SLAB AT EXISTING SLAB Atlantic Beach Country Club s3., 31a^=r-o^ Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. OPTS DESCRIPTION M1 -2-22 AO PRICING 2X STUD WALL,SEE �2 02-1033 DO PRICING 2.STUD PACK,SEE PLAN E PLAN 3 0330-23 90Y.COs (E)WOOD STUD WALL SIMPSON RPBZ POST BASE WI(2)31B'DIA.THREADED PLYWOOD 12323SET RODS DRILLED 6 EPDXIED P MIN WITH SIMPSON SET- (Ej BLAB TURNDOWN SHEATHING PT SILL PIAT=W/12'Dw.ANCHOReOLTS, XV INSTALL ONE POST BASE EA SIDE OF STUD PACK. (2)HEAVY HEX NUTS AND STANDARD INSTALL PER MFR REQUIREMENTS. A5 12 0.L.ORILL AND EPDXY MIN.6' WASHER DRILLED L EPDXIED T MIN WITH T ARCH VENEER SIMPSON SET-XPQT-T O.C.AND WITHIN (E)SLAB TURNDOWN INTO(=)FTG.SEE NOTE I. 3EI SLAB.SEE DETAIL 12'OF ALL CORNERS.3'MIN.EDGE PROVIDE 3/4'GALV.STEEL f p5@1Y O.C.DRILLAND EPDXT MIN.B'INTO 1. 10 FOR NEW SLAB AT DISTANCE SHALL SE MAIry NED. SPACER @ BASE OF COLUMN (E)FTG.SEE NOTE 1. (E)SLAB.SEE DETAIL '- 295 CONT. _ 295 CONT. + LBS3.,0FORNETAIL AT (E)SLAB. A4@1T O.L.OWLS WQIT O.C.OWLS WWF,SEE NOTE 2.^w TISLAB El f SEE OTE 2 FIN GR V,' OF(E)SLAB TO BE DEMOLISHED / T E1 EX OF(E)SLAB TO BE DEMOLISHED S N5 CONT. 2#S CONT. - 5N.6'INTC.O E HK.DRILL SE ANOTE 1. 6• IF.V.J MIN.6'INTO(E)FTG.SEE NOTE 1. (n 95@t2'O.C.+XK.DRILL AND EPDXY MIN.6'INTO(E)FTG.SEE NOTE 1. ROUGHEN SRUFACE AND J ROUGHEN SURFACE AND APPLY BONDING AGENT. APPLY BONDING AGENT. Q I LARESHALLBETANENTONOT DAMAGE ANY EXISTING REINFORCEMENT WITHIN(E)CONC. NOT=SHABETAKENTONOT OAGEANYEXISTINGREINFORCEMENTWNHIN(E)CONC. 2. PROVIDEWWF6.6WB-2.90N VAPOR BARRIER AND 4'GRANULAI BASE. 2. PROVILLAM DEWWF6x6W.9 9 ON VAPOR BARRIER AND4'GW.NULAR BASE. II1 SECTION AT AUGMENTED SLAB TURNDOWN @ FITNESS CENTER STUD SECTION AT AUGMENTED SLAB TURNDOWN @ FITNESS CENTER CI ,SECTION / EXTERIOR STUD WALL Cl_SECTION AT FITNESS CENTER WOOD STUD WALL INFILL 3.t 3/4"=V_o. 33 i 3/4^:V-0" 3/4"=1'-0" z Q Q Q z Z) 0 E 2.STUD WALL, LL SEE PLAN PLYWOOD SHEATHING PT SILL PLATE WI SR'DIA.ANCHOR WOOD STUD W BOLTS,(2)HEAVY HEX NUTS AND PgCK,SEE PLAN L 'A-@ 18'O.C.DRLL AND EPDXY STANDARD WASHER @2'-0'O.C.AND A4X1 @19'O.C.DRILLANDEPDXY GROUT INTO EXIST CONE.ON EITHER WITHIN IT OF ALL CORNERS. GROUT INTO EXIST CONC,ON EITHER GROUT CUT, SIMPSON CB6T COLUMN BASE.INSTALL PER MFR L PROVIDE T EMBED MIN. 510E OF THICKENED SIAB.5EE NOTE RE DUIREMENTS.(SIMPSON CB66 COLUMN BASE @ SIM). 1 1 $HOE OF THICKENED ALAE.SEE NOTE 1 0 CUTELOW BASE til t. S WMTTO BE WWF.SEENOTE2. SEE NOTE 2. U ¢ ELDED TO BOLT i.xEI SLAB _ _ - TISLAB vLL CONT. ZZ e 295 CONT.- - 3rX. d n55@C0I4r _..fJ"s� h.�?� _• •y, c..sirisacs`+.-r..r, .'c.'sa,�,c�.j U_ IT i Ste• '� &t5 LONGSHORWAY, l' .SEEPLAHrOlPLENGTH (3'L'.SEE PLAN FOR LENGTH @ SIM) 11,ME SHALL BE TAKEN TO NOT DAMAGE ANY EXISTING REINFORCEMENT WITHIN(E)CONC. NOTE: 2. PROVIDE WWF-W29 2.9 ON VAPOR BARRIER AND 4 GRANUL BASE. 1. CARES11 L 13ETARENTONOTOAMAGEANYEXISTING REINFORCEMENT WITHIN(Ej CONC. 0 �^. O 2. PROVIDE WWF 6.6W29aW29ONVAPOR BARRIER AND 4'GRANULAR BASE. -JJ TYPICAL THICKENED SLAB AT INTERIOR LOAD BEARING AND/OR SCALE:v.•=ra S SHEAR WALLS TYPICAL SECTION AT INTERIOR WOOD POST 3.1 314"=1•-0^ Sa, 3l4"= DRAWN 6Y:SM PROJECT NO.:2022.352 f1C/0OM4 DCDAAIT CCT NDS, SHEPPHIRD GP.IpEF Owwo 1YWF– a E .�`–tIB' NOTE ASSOCIATES –ADCC REINF TO EDGE OF SLAB x ADD FEITFTO I T/corvc 2650AC30URA ROAD,SUCHITECTS, ITE 106 T/FTG EL_ 302 7!7 - ..! m BASEPLATE —E PLATE 3 06709144 WtASAS.CA 11 s�shePBefM1 r 3LL I C VAPOR BARRIER xmc..s FFG REINF I1I O $AW CUT CO JO T GRANULAR BUBBASE Y 0' 1'6. 11. 2'-0' I r–�_.LL.,,, I Iy–� I 1 I s rn.Hm.rs•e�.:wcaa L.I-J Li•.f L}J CONTINUOUS TOOLED JOINT AND PIPE NEAR TOP OF FOOTING t Cif}—J L_t_J L_7_J METAL FORM KEY JOINT PIPE •� AW CUT I SAW LUT DWGS AND SPECS LONTMLTION JT OR CONTRACTION JT OR WWF CONSTRUCTION JT CONSTRUCTION JT -- T/C F ADOLREI GTO FTG REINF `11T ISOLATION MATL 12'1911,ASION MATL VAPOR BARRIER-, KETED GF:ANULPR SUBBASE TIFTG EL MATCH FTG REINF INSTRUCTION JOINT SHEAR J NOTE 1. AEVE W CUT SHALL BE MADE SOON ENOUGH TO PREVENT CRACKING,BUT NOT SO SOON AS TO STRUCTURAL CA USE SPALUNG OF HTE CONCRETE WHILE SAWING. OR JOINT FILLER.SEE ARCHRECTURAL DRAWINGS AND SPECIFICATIONS,FOR JOINT SPACING,SEE STRUCTURAL SPECIFICATIONS. 2. AWD CONSTISCONTINUE REINEEDCONSTRUCTION JT. 3. KEYED CONSTRUCTION JOINTSNEEDINSTALLATION NLYOCCUR AT EXPOSEDEDGESSADDURINGSHA POURING, WHERE REQUIRED FOR SUCCESSFUL INS DAYS PRIOR RI OF FLOOR FINISH SLAB SHALL FINISHES. I WET T 1'-6' 2'-0' A CON RAND BE OPTION AIAMO D OF E SMAYBIU TO USED ON CONTFFLOOR FIN C ETE �a ' CONTRACTOR'SOPTION DIAMOND pOWELSMAT BE USED IN LIEU OF CONTINUOVS CONCRETE ICY AT KEYED JOINT. Holly I I PIPE IN BOTTOM OF FOOTING OR WITHIN 6'BELOW BOTTOM OF FOOTING �— 5. PROVIDE SIAB BOLSTERS AMIN 4'-O'APART FOR WWF SUPPORT Digitally signed lly ADD'L BAR NO i6 TYPICAL ISOLATION JOINT AT STEEL COLUMNS Date:2023 Jeffreys 22 LONGER REQUIRED F sa.+ 3/q^=1'-0" 4 TYPICAL GRADE SUPPORTED SLAB AT JOINTS WHEN DIMENSION JG111 ey516:41:43-D4'DD' E%CEEDB 3'-D' TIFTG EL K6@1T FTGR F `V\\V\`-(I IJEFIFR/�% \GENSFI�1-S%_ plPE urvpER FOOTING J O ` NAAOglpe'�Gr``\ !!/!!0 11111\\\\\ TMs nem Nas been2tlecVomcally signed NOTES: and sealed M HNIy Jeffreys,FI.nd. NO PIPES TO PASS IN OR BENEATH LOLUM.N FOOTINGS. license number 02750 m Me dale md?, 2. PIPES SHALL NOT EXCEED 113 THE FOOTING THICKNESS AFTER IT HAS BEEN INCREASED. emp using's Wgilal signature. 3. VERIFY PIPE PENETRATION LOCATIONS W1 PLUMBING CONTRACTOR. PtlmMcopies MlNlsda IPnlarenol eretl signed end seeletl and Ne smn venfiea on any 19 TYPICALTHICKENED FOOTING AT UNDERGROUND PIPING N ��coges. 53.t 314•=1'-0" Atlantic Beach Atlantic Beach CountN Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach.FL 32233 REVISION NO. DATE DESCRIPTION 02-10.23 OD PRICING 3 _033423 90°42 M5 CONT 1 0523-23 P MHSET A�tY r WWF FIN GR TISLAB C0 J Q H W 2 'TYPICAL TURNDOWNS Q Z _O F_ Q 0 Z CLL—G D E FOOTING SCHEDULE 0 MARK SIZE(WA"TJ REINF REMARKS SEE 1I0.S6.11 FOR BASE ISOlAT10N JOINT Z PLATE AND ANCHOR F50- 5A5 EW TOP.BOTTOM Q BOLT DTIISCHED TISLAD EL 120 a FSS' S'-6'x5'-6'x1Y W5 EW TOP.BOTTOM Q FTG EL O DIG POCKET F VETO KEEP MIN COVER AAT ANCHOR DOLTS 0-S3.11 _ SCALE:L� _ 5 TYPICAL EXTERIOR STEEL COLUMN FOOTING 7" FOOTING SCHEDULE DRAWN BY:SM sad 3!4" 1'-0" PROJECT NO.201234 a (1G/74l'J9 OC ONgIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS FASTENING SCHEDULE FASTENING SCHEDULE 26560 AGOURA ROAD,SUITE 106 CALABASAS.CA 91302 8 310.670.9144 wills@5hep-ae.wm CONNECTION FASTENING LOCATION CONNECTION FASTENING LOCATION n e ROOF WALL s.IwJ418. BICNIpns BLOC KING BTWN JOISTS,RAFTERS OR 3-81 UD COMMON X 0.131') EACH END.TOE NAIL STTO STUD(NOT BRACED AT WALL 1A COMMON 1312'X0.162') 24.O.C.FACE NAIL 7 TRUSSES TO TOP PLATEIFRAMING BELOW 3 Tod BOX C'X 0.128'1 PANELS) S-3' TAPLE%0.191'NAILS 3-3'14GA5'"ILI 711fi•CROWN 10d BOX(3 X D.126•) 16"O.C.FACE NAIL rJ T X O.t31'NAILS 4 BLOCKINGBTW PPI-AT.TOR FTEFOOT 2-Btl COMMON(211YXD.1J1') EACH END,TOENAIL 3-3.14GA STAPLES,7116•CROWN T� - AT THE WALTOP PLATE.TO RAFTER OR 23'%0.191'NNLS STUDTOSTUDANUABUTTINGSTUDSAT UNCOMMON(312-X0.162.) 16'O.0-FACE TRUSS 23'14GA STAPLES __ INTERSECTING WNI CORNERS(AT BRACED _____ ______ SHEAR WALL PANELS) L______________ -- 2-!fitl COMMON 131!1"%0.162'1 ENO NAIL 114 BOX 01'2'%0.135') 1T O.C.FACE NNL 3-3'X 0.131-NAILS 33'14CA STAPLES 1 w 00%(3'%0.120') 1T O.C.FAGE NAIL 3•X0.131-NAILS PSL BEAM,SEE PLAN STRUCTURAL FLAT BLOCKING TO TRUSS AND WEB FILLER 1!d COMMON IS I-0.1&T;@9'CC. FACE NAIL 33'14GA STARES,7/16•CROWN X 0.131'NNLS @ 6.O.C. 3'1461 STAPLES@B-O.C. BUILT-UP HEADER I2-TO T HEADER) 1atl COMMON(I -X0.162'1 11C.L.EAEOGE.FACENNL (EI PRE£NGINEEREO TRUSS BETONO, CEILING JOISTS TO TOP PLATE 3Ad COMMON(,t/T%0 t3t') EACH JOINT,TOENAIL COLUMN CP.INSTAL-1. SEE PLAN 3-1O tl00X(3•X0.126') 16480%(312'X0.135') 170 C.FA EDGE,FACE NAR COLUMNUIREM ST$.PER 3-3.14GAX0.131-NXILS MFR REOVIREMENTS. 3-3.14GA STAPLES,]It 6-CROWN CONTINUOUS HEADER TO STUD 4-Btl COMMON(212%0.131') TOENAIL 4-3 L1 BOX IT x IL,-) &STUD PACK,SEE PLAN u011� DI italI signed CEILING JOIST NOT OVER PARTITIONS ACHEO INIO LEL 316d COAG-. 2X0.167) FACE NAIL n Digitally 9 RAFTER,LMS OVER3.1) (NO 4-tOtl BOX(3'X D.128') TOP PLATE TO TOPPLATE 1fid COMMON IS-X 0.1 ST) 16.O.C.FACE NNL tD HOII Jeffreys THRUST)(SEE IBC 23D87.9.1) 4-3'X0.131•NNLS Y Y Y 43'14GA STIFLES,7116•CROWN 4 SECTION AT INTERIOR STUD PACK FITNESS CENTER 10a Bo%(3•x0.128•) .1tYO.GFACE MAIL aro•=1'-0" Jeffreys Date:2023.05.22 CEILING JOIST ATTACHED TO PARALLEL PER IBL TABLE 23003.1 FACE NAIL 3'x0.131-NAILS 16:42:04-04'00' ` RAFTER(HEEL JOINT)(SEE IBC 2308.7.9.1) 3-3.14GA STIFLES,7/1 fi'CROWN COLLAR TIE TO RAFTER 3-10U COMMON(3"XDA 48-) FACE NAIL TOP PLATE TO TOP PLATE.AT END JOINTS 8.1fid COMMON 1312%0.162-) EA SIDE OF ENO JOINT,FACE ` // \\ // 4-10UEOM(3"%0128') t2-1011 0%(3-X0.120') NAIL(MIN 24•LAP SPLICE ��pV yG ENBREY i 0.131•NAILS 12-]:X0.131-NAILS LENGTH EA SIDE OF END 1 �, 4-3'14GASTAPLES,7116'CROWN 12-314GASTAPLES,7116-CROWN JOINT) '1q RAFTER OR ROOF TRUSS TO TOP PLATE 3-106 COMMON I3-x0.148 TOENAIL BOTTOM PLATETOJOIST.RIM JOIST.BAND 161COMMON(S1rz-XTIST) t 6"O.C.FACE NAIL i` TT 3-12 BOx 1312%0.135') JOIST OR BLOCKING(NOT AT BRACED WALL E-14-101 BOX H3X0128-) PANELS) 16d BOX(I VT X 0.135') iT O.G.FAGE`LAT 0131•NNLS 3'X 0.1J1'NAILS ti ,4DR1D7' 2 4-3'14GA STAPLES,7118'CROWN 3-14G I A STAPLES,7116'CROWN - RDOFRAFTERSTORIDGEVALEYORHIP 2-16d COMMON P 11TX0.16T) END NAIL pSeJONAL RAFT ERS:CR ROOF RAFTER TO TRIDGE -101 BOX(3•%D.12fi') BOTTOM PLATE TO JOIST,RIM J.I.T.BAD 246d COMMON 131 2 X0.152-) 18'O.C.FACE NAIL (E)PRE-ENGINEERED WOOD TRUSS /7/J77/11111f\N\ BEAM 3.3'x0.131-NAILS JOIST OR BLOCKING AT BRACED WALL 3-18110%1912x0.135.1 TO BE SHORED os aGA STAPLES,7118'CROWN PANELS 43•%0.131-NAILS xsxox3 4-3'14GA STARES,7116 GROWN Thiz Sem M1es been Netlrenically ugnel 3-10tl COMMON(3'X0.146') TOENAIL STUD TO TOP OR BOTTOM PLATE 4-81 COMMON 1212 X 0.131') TOENAIL ant ealed Ey Holly Je%reys,FlanOs 3 1fitl BOX(312-%0.135') 4-lOd BOX 13•x 0.1Zfi-) Ilcmze number 82]56 on..late anWm 101 BOX(3•%0.120') Eme stam using a GMAM Mg-.. 4.3•X 0.131-NNLS 4-3'X 0.131•NNLS r P4nled cpplez a1 Nis tlowmenl ere not STAPLES,7110 CROWN '14GA STAPLES,711E CROWN eretl vgne4 a,q sealetl antl the 24fid COMMON 1312'X0.162•) END NAIL eOsignaMre muri EeveMetl an any 3-101 BOX R13"x O.1z8") elecOsic copes. -3'X O.t31•NNLSy 3-3-1 461A STAES.711 F CROWN IE)PREENGINEERED TRUSS,SEE PLAN �-SHORING OF(E) S BY FASTENING SCHEDULE TOPPLATES.LAPS AT CORNERSAND I,, COMMONIS I/1-X0.152-) FACE NIL CONTRTRUSSACTOR INTERSECTIONS 'I'Zeo Grx 0.128') I2)H2.SA HURRICANE CLIP@FATRU55 CONTRACTOR 3-J'%0.131-NNLS -PSL BEAM,SEE PLAN 33't4GA5TMLE5,]I18'GROWN �PELBEPM.SEEPLAN SIMPSON CCOS650325 COLUMN CAP.tN5TPl1 PER MFR CONNECTION FASTENING LOCATION 1'BRACE TO EACH STUD AND PLATE 2434 COMMON(212'%0.131') FAGENAIL L 2x STUD PACK BEYOND.SEE PIAN REQUIREMENTS.(LGOS8SU52S COLUMN CAP @SIMI 2-101 BOX 13"x D.t28') X0.131-NAILS 24 STUD PACK,SEE PLAN 23' FLOOR 2-3'14GA STAPLES.7116-CROWNAtlantic Beach ry ti JOIST TO SILL,TOP PLATE.OR GIRDER S4 COMMON(21/TX0131') TOENAIL 1-X6-SHEATHING TO EACH BEARING 2.31 COMMON(2112"X0.131-) FAGENAIL 3310100%(3'X 0]26') z-10d Box(3'X D.12V) 31•NAILS -141 33"14GA STALES,7116-CROWN 1'X 0•ANO WIDER SHEATHINGTD EACH 34)tl COMMON 1212X0.131') FACE NAIL Atlantic Beach Count C�UtI BEARING 3101 BOX P-X 11.128.1 RIM JOIST,BAND JOIST,ORBLOCWNG TO BJ COMMON(2 V2'X0.131') 6'D.C.,TOENAIL T SE ION T FITNESS CENTER IE IRE-ENGINEERED ROOF BEAM 3 SECTION AT END COLUMN FITNESS CENTER phase TOP PLATE,SILL OR OTHER FRAMING BELOW 10d BOX(3"%0.128') fi.1 '314"=1'-O" 6.1 '-D° 3•%0.131'NAILS 3'14GA STAPLES.7-CROWN Construction Sol en Marine Drive 1600 Solve Marina Drive 1'X fi'SUBFLOOR OR LESS TO EACH JOIST ,-fitl COMMON(21/7X0131'1 FACENNL -toe Box(rxDeze') Atlantic Beach,FL 32233 2"SUBFLOOR TO JOIST DR GIRDER 2-16d COMMON IS 1/2"%0.162') FAGENAIL REVISION T PLANKS(PIANK 8 BEAM-FLOOR&ROOF) 2-16d COMMCN 13112-%0,16T) EACH BEARIN G,FACE ANL NO. DATE DESCRIPTION 3 033D23 90%CDs BUILT-UP GIRDERS AND BEAMS.2'LUMBER 201 COMMON(4-x0.1FIT) 32-O.C.FACE NAIL AT TOP ATTACH SHEATHING TO 062323 PERMITSET LAYERS AND BOTTOM,STAGGERED ON 6'-D'MIN LAP WALL STUDSIBLOCKING OPPOSITE SIDES AS INDICATED CM 2 ROWS OF 1 fitl GUN NAILS SHEAR WALL F.H. 40180%13'x0.128•) 24"O.C.FACE NAIL AT TOP pT 4-0.C.STAGGERED III 1 3'X0.131-NNLS AND BOTTOM,STAGGERED ON 39'14GA STALES,7116•CROWN OPPOSITE SIDES 2%STUDS,SEE SCHED- r III III AND: ENDSANDATEACH PROVIDE CONT- III III } 2.2Dd COMMON(4•X 0.197) SPLICE,FACE NAIL BLOCKING AT PANEL III I I I 330110x(3-%0.120'1 EDGES,TYP I 111 3.3'X 0,131•NILS 1 III I I I 3-3'14GA STALES,7N6•CROWN -__- LEDGERS TRIPSUPPORTING JOISTS OR 3-16JGOMMON(311TX0.162') EACHJOISTORRAFTER SHEAR WALL I I III I I RAFTERS 4 WBOX C-X0,128'1 FACE SHEATHING,SEE I I III 1 I I-9'%D.19t'NAILS SHEAR WALLSCHED I III I I 43'14GA STAPLES,7UV CROWN I I I PROVIDE(2)STUDS I I JOIST TO BANG 10167 OR RIM JOIST 3.164 COMMON(3112%0.16,') ENO NAIL AT PANEL JOWTS,TW 4-101 BOX(3•X 0.120") 45'%0.131^NAILS r 4-9.14GA STALES,7116'CROWN NOTE: BRIO GINGORBLOC111-JOIST,RATER 2-BI COMMON(212X0.131') EACH END,TOENAIL NOT SHOWN. STUDS ARE J ..TRUSS 2-t Otl BOx(3•X 0.128') NOT SHOWN.SEE PLAN Q 2-3'X0.13'NNLS 23'14GA STALES.]116'CROWN LLI TYPICAL TOP PLATE SPLICE 18 FLORIDA eUl INC CODE FASTENING SCHEDULE 4ss,+q 3!4"=7'-0" 0 1'-0" @ HOLD DOWN SCHEDULE 2 TYPICAL SHEAR WALL PANEL LAYOUT SOLID 2x4 BLOCKING EA DIA 56.1 3/4" z BRACE CONNECTED TO TIGER c G WI TALLSIMPSON A35MF CLIP ANGLES. THRU INSTALL PER MFR STUD Q REQUIREMENTS. MARK TYPE BDLT OUATRY CONCRETE BASE ANCHOR = DIAMETER CONNECT W/4-fid NAILS HEADER SCHEDULE HD1 HD7B (2)2x PAB7 WI T EMBEDMIN. yLL @ CROSSOVER POINTS, TP r IE)PLYWOOO SHEATHWG (E)PRE-ENGINEEF£D WOOD TRU59,TYP. LEVEL OPENING SIZE HEADER #1 KING #OFJACK SIZE STUDS STUDS O - LESS THAN 4'-0• 14)2%6 1 1 NOTE: J O INSTAL ALL PER MANUFACTURER O GROUND 4'-0•-6'-0• (4)2x10 2 2 REQUIREMENTS TO ROOF 3.549.25 6'-0'-8'-0• 2 2 2X4 DWS BRACES @ s-D•o.c. PARALLAM SHEAR WALL SCHEDULE CONNECTED TO TRUSS RARERWI TIE DOWN ANCHOR GREATER THAN B'-0' SEE PLAN SEE PLAN SEE PLAN SMEAR WALL STUpS, II STUD QTY T W SEE SHEM WNL II SM EANWALLSHEATHING. MARK SHEATHING TTACHMENT WPIC ENDS SC ED II SEE SHEARWALSCHED INOTE I. 244 COM MILER.FASTEN TO HOLD DOWN BOLTS AND SHEAR WALL LAYOUT ONE SIDE t5132'AA PLYWOOD,NNL W/ TOP AND BOTTOM, II SW1 EDGE ANO t2'AT (2)240 O TRUSS BOTTOM CHORD WI tOD@ 161 SEE SHEM WV-DL, ALL II RATEDBNFATHING &tl NAIL@6•ATPNIEL Z O 6.O.C.,TYP ¢ DOUBLE TOP PLATE, WALL STUD INTERMEDIATE SUPPORTS U LAPPLETE54'-0•MIN NAILS SIDE, SCHED, II ryI STAGGERED INSTAL THE NUT ON JF (5)16tl EA SIDE THE # II ANCHOR BOLTS PLACED /� SOLID 2x4 BLOCKING @EA DIA oPP05FE SIDE OF THE II PETWEEN SHEARN h END NOTES: vJ BRACE CONNECTED TO TRUSS HOIl)DOWNAS.HOWN 11 )]STS.SlB'OIA ANCHORB OLTS 1. SEE,/056.10 FOR ADDITIDNA INFORMATION �,I^1 WISIMPSON A35CDPAGLES. 11 HEADER SECTION @2'-0'O.L. vJ INSTALL PER MFR 11 SIMPSONHOLO DOW n REQUIREMENTS. p , HEADER hBLOGKING TO MATCH SEE HOLOSCNS wHED Z 15133'PLYWOOD SHEATNWG 2x JACK LOAD BEARING WALL -.` Q FASTENEDTOBLOCKING (E)PLYWOOD SHEATHING STUDS.SEE PND SHEAR WALL SCHED ANCHOR BOLT. SIMPSON ED W19600 19600 DEFLECTOR CI1Ep SEE HOLD DOWN SCHO CONCRETE FOUNDATION SCREW@ 4 O.C.INSTAL PER MFR - 2x SILL PLATE 16d@1TSTAGGERED VERT, LL• REQUIREMENTS. KING TO JACK STUDS FLYWOOD SHEATHING,SEE PLAN PRESSURE FOUNDATION NEWWOODSTUDSHEARWALL,SEEPWJ - PLATE ---- �f MEAT DSILL (E)PRE-ENGINEERED WOOD ELEVATION O S 6• 1• O SECTION AT FITNESS CENTER SHEAR WALL @(E)PRE-ENGINEERED TRUSS,TYP. SCALE:Asxd�zlW 1I TRUSS 9 FITNESS CENTER-HEADER SCHEDULE (&H EAR WALL HOLD DOWN DETAILS AND SCHEDULE 1 SHEAR WALL SCHEDULE DRAWN BY:SM c 6.1 314•=V-O" 6.1 314"=1'-0" 14"=1•-0" " PROJECT NO.:2022352 n G17'Q lXD'� DCDNAIT CCT SHEPPHIRD SIMPSON PSCL(PANEL SHEATHING ASSOCIATES CLIPS)ATTHAN 1�WHEN SPAN IS ARCHITECTS+ENGINEERS FASTENING SCHEDULE FASTENING SCHEDULEFASTEN BOTHDECRINGAND 26560 AGOURA ROAD,SUITE 106 PLYWOOD TO PURLINS WI'D C /�, 2x DECKING WI PLYW000 /I O.G. ,(/ \/1111 OUPHRANG CAIIHASAS,CA 91302 (STAGGER DECKING a PLYWOOD d 310.670.9144 vAI,@Shep-aSC= AS SHOWN) CONNECTION -TONING LOCATION CONNECTION FASTENING LOCATION xwcsw ROOF ROUI PURLINS EACH END.TW NAIL BLOCKING BTWN JOISTS,RAFTERS OR 3-Bd 3 COMMON(212'%0.131') STUD TOSTUD(NOTBRACEDATWALL 16d COMMON(31R'XG16YI 24.O.C.FACE NAIL 1 TRUSSES TO TOP PLATEIFRAMING BELOW 3-10tl 00X+(3'X0.125) PMIELSI ax{ ,• .NLS 1 Od 80x(9'X O.12B') 16'O.C.FACE NAIL SSS 3.3'14GA STAPLES.]116'CROWN 3'%0.131"NAILS BLOCKING BTWN RAFTERS OR TRUSS NOT 2d0....N(2 IG-)(0.131') EACH END,TOENAIL 14GA STAPLES,1116•CROWN AT THE WALL TOP PLATE.TO RAFTER OR A3'X L131'NNLS STUD TO STUD AND ABUTTING STUDS AT 1 6t COMMON IS V-2-X0.162') IT O.C.FACE NAIL TRUSS 2-3.14GA STAPLES INTERSECTING WALL CORNERS(AT BRACED A 2-IBd COMMON 19112'%0.162.1 END NAIL WALL PANELS) 161 B0%(312'%0.135-) 12'O.C.FACE NAIL S U]III� A 0 33'%0.131'NAILS 33'14GA STIFLES 1W 01 12'O.C.FACE NAIL 2'X4131'NAILS STRUCTURAL FLAT BLOCKING TOTRUSS AND WEB FILLER L6tl COMMON(31I2'X0.16YI@SO.C. FACE NAIL 3-3.14GA STAPLES,7/16-CROWN 3'%O.t31'NAILS @ 6-D.G. 3'14Gq STAPLES@SOC. BUILT-UP HEADER(2 T02'HEADER) 16tl COMMON X 0.16'1 15 O.C.EA EDGE,FACE NAIL CEILING JOISTS TO TDP PLATE -d COMM GIN X0.131•) EACHJOISI TOENAIL 1 A 00x(912'XO.t38') 12'O.C.EA EDGE,FACE NAIL 3-10d BO%(3'X C.12FI NOTE' 3-3'%0.131-NAIL. T NNLS SHALL BE SMOOTH SHANK GALVANIZED 33'14GA STAPLES,7116-CROWN CONTINUOUS HEADER TO STUD -d COMMON(2112'X LLA-) TOENAIL CARBON STEEL GOMMON WIRE NNLS. 4.10tl90X(YX0.,26') Holly Digitally signed CEILING JOIST NOT ATTACHED SINO LEL 3.160 COMMON,L-) 0.162') FACE NAIL fl 9y 9 RAFTER,(SEE IBC OVER PARTITIONS 4- XG 13(3-X0.128'1 TOP PLATE TO TDP PLATE I......N(311'X ILL S'] 10'O.C.FACE NAIL "- by HollyJeffreys THRUST?(SEE IBC 23007.31) 43'%0.131'NILS 4 ROOF DIAPHRAGM DETAIL _ 4-3'14GA STAPLES,7116'CROWN ,Od BOX(9"%0.128') 12'0.0.FACE NAIL -s6-.1]I 314"=1'-0" YS Date:2023 05.22 Jeffre CEILINGJOIST TTAOHEDTO PARALLEL PE0.16C TABLE 2306.13.1 FACE NAIL 3-X0.131'NAILS 16:42:26-04'00' (HEEL RAFTER(HEEL JOINT)(SEE IBC 2308.1.3.+) 14GA STAPLES,7It8'CROWN COLLAR TIE TO RAFTER 311d LOMMON(3 11.146'1 FACE NAIL TOP PLATE TO TOP PLATE.AT END JOINTS 6lfid COMMON(3+2 X 0.I-) 12-1W OX(3' 24 -%0.162') EA SIDE OF END JOINT.FACE `\\\`y11l E P, q�x` 4-1Od BOX(3' B %0.128') NAIL 'LAP SPLICE F` 4-3'%DIT (3 ILS t2-3-A 0.131'NILS LENGTH EA SIDE OF ENO `�,t0\v,1G ENgg Lei 4-3.14GA STAPLES.7116'CROWN 12-3.14GA STAPLES.7116*CROWN JOINT) 2x DECKING WIPLVW000 SHEATHING,SEE PIAN RAFTER ORRDOFTRUSSTOTOP PLATE 3:1011 COMMON(.-X 0140.1 TOENAIL BOTTOM PLATE TO JOIST,RIM JOIST,BAND 16d COMMON 4312'X0.16'1 16'O.C.FACE NAIL CL 3-160 BO%(3,2'X0.134) JOIST OR BLOCKING(NOT AT BRACED WALL POST UP 4x BEAM,SEE PLAN y S'M'}��•I 4-10d BOX OF XCA-) PANELS) I!d B0%(3112'X0.135') 12.O.C.FACE NAIL 4-3'%0.,31'NAILS 3•X 4+3,'NAILS l -40MC1' 4-3'14GA STAPLES,7116-CROWN 3.1 ]116'CROWN RAFTER HANGER.INSTALL SIM,8 %`3] E4\� ROOF RAFTERS TO RIDGE VALLEY OR HIP 2-l6tl COMMON 1311'X0.+62') END NAIL BOTTOM PLATE TD JOIST,RIM JOIST.BANG 2-18tl COMMON(9112"%O.L6Y) t6'O.C.PALE NAIL PER MFR REQUIREMENTS. MAX -@T HIP ROOF SON RNSTALL PERCMFOR ///"'wil��t1�\\ RAFTERS;OR ROOF RAFTER TO]"RIDGE 3-tetl BOX(3'X6.128') JOIST OR BLOCKING AT BRAC'oIST. 3-Lfid BO%(311'%0.135') 2x DECKING WIPLYW000 BEAM 33'%419,-NNLS REQUIREMENTS. SHEATHING SIMPSON LSSR410Z RAFTER 0}29sa29 3J•X STAPLES,7116'CRO WN PANELS 4-3'146 3,'NNLSIN HAV 4-3'X 1ASTAPLES,7116•CROWN REQUIREMENTS. INSTALL 3-t Otl COMMON IS%0.148'1 TOENAIL REQUIREMEMS. Tnis nem M1as bean elenronlcally signetl 3-l6tl BO%(312'X0.135') STUD TO TOP OR BOTTOM PLATE I-Btl COMMON(212•X0.131') TOENAIL ce Xsn e�eO hY NoOy Jeflmys.Florida Der 6Z]5B on taa dale anNa 4-1 Cd BO%(3•X 0.128') 4-10d BO%(3'%4tT8') Ivn¢stamp using a Ogilal signaMre. 7 J'X 019,'NNLS 4 3'%12131'NNLS Pinned Caples o1Nis tloameM are nol 4J'14GA STAPLES,7116'CROWN 4-3'14GA STAPLES,7116'CROWN I �_ V maitleretl signetl aM seele11 entl Ne ¢signaNre must lre veMe11 on any Ij 2-16d COMMON 1312-X 0.162•) END NAIL I ^a Z� �' --pe- 1T Od BOX(3'X 0.128') 6x RIDGE BEAM. SIMPSDN LPCfi2 POST CAP,INSTML 33'%0.13,-NNS - 33.14GASTAPLES,]I14CROWN SEE PLAN PER MFR REQUIREMENTS. FASTENING SCHEDULE <RIDGES, AN - TTERSEES,LAPSATCORNERSANO 2,fid COMMON(312'X 0.162') FACE NAIL INTERSECTIONS 3-10tl BOX(3'%O.t28'I J�WOOD POST UP.SEE PLM] Ox BEAM,SEE PLAN- 1 I 1 3-3'%0.131'NAILS 33'14GA STAPLES, CROWN INVERTED SINISON CCO6S5 SCOLUMN CAP. CONNECTION FASTENING LOCATION ,•BRACE TO EACH STUD AND PLATE 2-6d COMMON(21? 131') FACE NAIL INSTML PERMFRREOUIREMENTS. 2-,0d BOX(3'X 6.128') 8.LO BEAM,SEE PLAN 23'X 0.131'NNLS FLOOR 23.14GA STAPLES,1116'CROWN Beach JOIST TO SILL,TOP PLATE.OR GIRDER SBO COMMON(212'X0.13,•) TOENAIL 1'XS SXEATHING TO EACH BEARING 2Be COMMON(212'%0.131-) FACE NAIL Cauntry Club' }10d BOX(3'X 0.128') 2104 00%(3'X 0.128•) }3'X 0.131'NNLS 33'14GA STAPLES,VII CROWN 1'%S AND WIDER SHEATHING TO EACH 33Be COMMON(2+12'x0.131') FACE NIL Atlanbc Beach Country Club 6EANN. 310d BOX(3-%CA-) 7 SECTION AT POOL CABANA HIP ROOF 3SECTION AT POOL CABANA RIDGE RIM JOIST,BAND JOIST,OR BLOCKING TO Bd COMMON(2112'X0.131'1 6'O.C.,TOENAIL 66., " = " Phasel TOP PLATE,SILL OR OTHER FRAMING BELOW ted BOX 13 X 0.128'1 3'X0.131-NAILS Construction Documents 3'14GA STAPLES.TLB•CROWN 1600 Selva Marina Drive 1-X 65UBFLOOR OR LESS TO EACH JOIST 2-80 C....N(2-X 413+') FACE NAIL 2-10d BOX(3•%o.12B•) AtlanticBeach, a 2"SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON L3 la-X0.18') FACE NAIL C.L. r-2xpacluNG w1 PLvwppO REVISION 2"PIANKS(PIANK B BEAM-FLOUR&ROOF) 1-COMMON 13112'X 0.+8Y) EACH BEARING,FACE NAILMAX SHEATHING.SEE PLAN N0. DATE DESCRIPTION 2' SEE ARCH 02-10-23 DD PRICING i BUILT-UP GIRDERS AND BEAMS.2-LUMBER Otl COMMON(4'X 0.192') 32'O.C.FACE NAIL AT TOP CL I 3 0}30-23 IR%COs 1 LAYERS AND BOTTOM,STAGGERED ON BEAM 05523-23 PER SET OPPOSITE SIDES ��2x DECKING WIPLYWQOD 1. 4 t Od BOX(3'X0.128'1 24'O.C.FACE NNL ATTOP ' 1 SHEATHING,SEE PLAN I 3'%0.131-NNLS ANO BOTTOM,STAGGERED ON e S-3'14GA STAPLES,7116'CROWN OPPOSITE SI DES 2 4x DEAN,SEE PLAN BASE PLATE AND ANCHOR BOLT SCHEDULE M'0: ENpS AND AT EACH L FASTEN 4x BEAM TO HSS COL WI SIMPSON COLUMN SIZE 80.5E PLATE ANCHOR BOLTS WELD 2-2011 COMMON N'X G. ) SPLICE.FACE NNL I GCOI9 GS2.51NSTALLPERMFR },Od BOX(3'%0.128') , I I REQUIREMENTS. }3-%4131'NNLSLO BEAN.SEE PIAN A E F NO .Fj }3.14GASTAPLES,i116'CROWN `\ D ftB C D W LEDGERSTRIP SUPPORTNG JOISTS OR }16d COMMON(312'X0.16Y) EACH JOMTORRAFTER `Ix BEAM.SEE FASTEN 6.BEPMLDED TO TL.SCU ISTALLSON RAFTERS 4-iPo BO%(9'XO.t2B') FADE NAIL FASTEN 4x BEAM TO 6x LO BEAM W151MPSON HUR REQUIREMENTS. TO MSS COL INSTAL PER BPI 1' 12- tS 4112' 9' 4 1M' %9.131'NILS N10A HURRICANE TIE.INSTALL PER MFR 3116' MF 4-714GA STAPLES,7116-CROWN REQUIREMENTS, HSS C.L.SEE PLAN.SLOPE THE TOP OF 6x LO BEAM,SEE PIAN THE COL WO SLOPE OF 6x BEAM ABOVE. JOIST TO BAND JOIST OR RIM JOIST }l6tl COMM ON(312'%0.162') END NAIL _ HANGER PROVIDE 31S STEEL CAP PL TOP OF 4-tOtl BOX 13•%0.128') TO PLATE 502 1-2 COL. -3 14GA'S NN S 4-3'14GA STIPPLES.7h6'CROWN BRIDGING OR BLOCKING TO JOIST.RAFTER 2-Btl COMMON(212'X0.131') EACH ENO,TOENAIL OR TRUSS 2 10 BOX(3'x 0.128') 2-3'X 0.131'NILS 2-3'14GA STAPLES,]NIL CROWN rr^^ VJ J Q 18 FLORIDA BUILDING CODE FASTENING SCHEDULE 10 .SECTION AT POOL CABANA 4X BEAM 6 5 CTION AT POOL CABANA INTERIOR COLUMN Q Se.1 12"_1'-0" VL� 374"=1'-0" 6 314.=1•D" {`. { 0 I I � cZ K. 7 2xDECKINGWI PLYW 000 SHEATHING 6x BEAM�COLNOTSHOWN6x LOBEAM,SEEPLANFORCLARITY.SEEOETAIL CL 6x BEAM,SEE PLAN 910.5fi.11. COLZQ 0 m 3'6 LyiGN FASTEN Bx BEAM TO STET COLUMN WI /< SIMPSONHUCQ611SDSWELDEDTDHSS U a HANGER\ r �� COL.INSTALL PER MFR REQUIREMENTS. U TO PLATE 5132 1.2 HSS COL,SEE PLAN - J FASTEN 6x TO H5S COL WI SIMPSON O CCOQ6-5032.5. 1R� O I THREADED ANCHOR BOLT HSS COLUMN.SEE PLAN.SLOPE THE 1 I iICONC EL w` PROJECTION GROUT♦BASE L..V n TOP OF THE COL W I SLOPE OF 6x PLATE TiICINE55 ANCHOR c BEAM ABOVE.PROVIDE 3I-STEEL V I BOLT CIA.V MIN C 3116 CAP PL@TOP OF COL. V 1 L ANCHOR ROD WITH 2$To FIAT fi u WASHERS AND2HEAVY HEX NUTS.TYP �.:. TACK 0-S6.11 SCALE:A.inmra.d SECTION AT POOL CABANA ROOF CORNER SECTION AT POOL CABANA END COLUMN 1 TYPICAL BASE PLATE AND ANCHOR BOLT]TUBE-POOL CABANA DRAWN BY:6M _ s6., -0' 4s 314' 56.1 314'=1'-0" PROJECT NO.,2022-352 r - . /1G/74!'70. DCE]NAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 106 CALABASAS.CA 91302 g 310.670.9144 wills@shepae.rum (E)SW SWF A M STRUCTURAL w Maw Holly Digitally signed by Holly Jeffreys Date:2023.05.22 Jeffreys 16:52:44-04'00' `.`ro`y1cJEN5FFrs`. �� Nc.spss s 1 3 asxa.xoxa Tris item M1az been Nectronirally No— and sealed by Holly JeBreys,Florida lice eT S2]5B on Me dale — PM1etl c mP u,i N s d9dcu-ipa ecnot opiez I sidered zgned and sealed and bk csigne must be verHetlm any I �electrmic copes. 1 1 MAIN CLUBHOUSE FITNESS CENTER J 1 I I (E)SW 1 yAdandc Beach 1 1 1 1 �(E)THICKENED SLAB TOREMAIN Atlantic Beach Phase1uniry u AQP` Construction Documents ' a 1600 Selva Manna Drive 1 \ Atlantic Beach,FL 32233 REVISION 1 53.1 NO. DATE DESCRIPTION 12A2-22 SO PRICING �- 6• Y 02-1623 DDPRIGNG �I 3 0}30.23 90Y.CDs (E)LBEARINGWOODSHEARWALLTOBEREMOVED. 05-2323 PERMIT SEF SHORE(EI ROOF TRUSSES PRIOR TO REMOVAL OF LOAD ' BEARING WALL.TRUSSES SHALL BE SHORED ATA PANEL 1 3 POINT.SHORING IS TPE RESPONSIBIUTY OF THE CONTRACTOR. JJ � ✓ OU IN NEW NLAI! , ryb EI TISLAB=PF DE — 1 ✓N WE wO'Es I r X53.1 P'F WOE OD NOTED WALL INFILL 1 I III I °R ' 3•-B- 1 I S31 L LL N.; NEW DOORWAY IN WOOD STUD WALL Z ' INFILL,SEE NOTE 7 Lu Q POSTS r(E)SLAB TURNDOWN TO REMAIN,TVP. J Z wz TT r. - zzi l` (E)SW (E)SW (EISW r I `v`^^0_ vJ w Q 2 Z s3.1 WOOD STUD WALL INFILL Z SEE NOTE 3 LL PHASE 1-FITNESS CENTER PARTIAL FOUNDATION PLAN al NEW DOORWAY IN WOOD STUD WALL O INFILL,SEE NOTE 7 r 1ls 174"=1'-0" r C 1.gSEE 1-SO.IO FOR STRUCTURAL GENERAL NOTES. ♦W 2 /1 I] 2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS. Vl 3. WOOD STUD INFILL SHALL MATCH THE SPACING AND SIZE OF THE WOOD STUDS OF THE ADJACENT WALLS. 4. ALL WALLS SHOWN ARE LOAD BEARING ANDIOR SHEAR WALLS.SEE ARCH FOR ALL PARTRION WALL LOCATION5. T 5. S-IND ICATES WOOD SHEAR WADI.SEE 110-8e.1O FOR SHEAR WALL SCHEDULE. 2 R 6. P—RDICATESSNEARWALLHOLD-DOWN.SEE510.56.10. II1L ]. SEEDETAIL914SG.10FORWOODHEAOERSCHEDULE. I..L 0. N WW0003TUDWA-1--RE(2/2x8®,G'O.0 t1 9. C.J.INDICATES SLAB CONTROL JOINT.SEE 410.53.10 AND CENERAL NOTES FOR ADDITIONAL INFORMATION. $ 10.EXISTING STRUCTURE SHOWN IS A GENERAL REPRESENTATION OF FRAMING BASED ON EXISTING STRUCTURAL DRAWINGS BY +J, MCVEIGH&MANGUM ENGINEERING,INC.FROM DECEMBER 13,2013 AND SHOULD NOT BE ASSUMED TO SHOW EXACT LOCATIONS OF MEMBERS.CONTRACTOR TO FIELD VERIFY ALL F SRNG CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 11.SEE DETAIL 3!0.3310 FOR SLAB REPAIR AT UTILITY WORK IN(E)SLAB.SEE ARCH FORLOCATIONS. 12.(E)SW INDICATES AN EXISTING SHEAR WALL.E%ISTING SHEAR WALLS SHALL HAVE NO PENETRATIONS UNLESS APPROVAL FROM SEOR 1 -S1 . 1 SCALE:Mbr&M DRAWN BY:SM R PROJECT NO.:2022-352 r nF/77/77 DCQBAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 d 310.670.9164 vil.B@Bhepae . SHEAR •TRUGTURAL �IIaMo�°M HOII" Digitally signed �/ by Holly Jeffreys J �[ Date:2023.05.22 el I reys 76:53:23-04'00' Vy\yy11JE FFRE%i ENo, Ty i 1 �ItI i` y� t 1 1 mis nem hae cem NeNonmally-.d 1 and sealed 5y Holly JeRleys,Florida 1 license numbersg a5diry aleugnewee la 1 tune st gned end sealed and INe Printed cow ea N Ills donmlenl ere not 1 adigna I u�l Ee verifietl on any 1 ee is capes. MAIN CIDEED.SE 1 FITNESS CENTER -- 1 Aulandc Beach Country Club' 1 1 1 1 1 1 1 1 � Atlantic Beach Country Club 1 Phase 1 1 CENTER WPLLUNDER IT ) \ SEENOTE5 Construction Documents 1 PRE-ENGINEEREOTRUSS 611600 Selva Matina Clive 1 �--I p----� ,\ Atlantic Beach,FL 322233 1 II 1 1 1 REVISION 1 I NO. DATE CESCRIPTIDN 1 I 1 2 02-10-23 DO PRICING I 3 0330-Z3 90Y. 1 0323-T3 P MITLO5SET 1 6.1 (E)PRE-ENGINEERED W000 TRUSSES — ¢j 1 O.C.IF.V.1 a u - O 1 1T r 1E.1 I I SEE NOTE \. 11 — 1 I I s5.1 f II f ! i LL f , SIM O f U s6a O f 1 J 1 Q 1 1 — 1 a i ZQ i Ha Z U LLl Z U� U)Q ULILI� ZLL 1 PHASE 7-FITNESS CENTER PARTIAL ROOF FRAMING PLAN V 1 SEE1-3010 FOR STRUCTURAL GENERAL NOTES. 2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS. u 3. SEE DETAIL fi16SLAO FOR NEW WOOD STUD WALL TOP PLATE SPLICES. m SEEf E6.10 FOR FLORIDABUILDING CODE FASTENING SCHEDULE FOR ALL CONNECF10N5, 5. INDICATES A-WOOD BRACE.PLACE BRACE AT 45 DEGREE ANGLE FROM FACE OF WOOD COLUMN TO BOTTOM CHORD CIF W . TRUSSES.AT LOCATIONS WHERE TRUSS IS PERPENDICULAR TO WOOD BEAM.PROVIDE bB BLOCKING BETWEEN BOTTOM CHORDS OF TRUSSES FOR CONNECTION OF BRACE. Pi e. EMSTING STRUCTURE SHOWN 15 A GENERAL REPRESENTATION OF FRAMING BAS ED ON E-TING STRUCTURAL DRAWINGS BY MC-GH 6 MANGUM ENGINEERING,INC.FROM DECEMBER 13.1013 AND SHOULD NOT BE ASSUMED TO SHOW EXACT LOCATIONS OF MEMBERS.CONTRACTORTO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY nn ENGINEER OF ANY DISCREPANCIES. L.L 1 -S1 .2 SCALE: S DRAWNBY.SM PROJECT NO:2022-352 n9/74/1JQ DMDNAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 d 310.670.9144 x11.9@ship-. om SHEAR STRUCTURAL Digitally signed Holly by Holly Jeffreys Date: J effrey5 2023.05.22 16:53:42-04'00' fPC11 PC2 ;+sD`\:GENBFF}k /. .A ► PC1 PC2 ,Y.Tr:,: A�' — 1. .a M o c acne semee ny Hmly' IIY e '. neaea -- -- - ---- _ -�---- PCA 6x14LD BEAM _- - PCA allal sl license numUer 62268 an Ne Bate anNar - --- I B 4xB amP usin9a 9 9naNre. F-1 copies of Nle era not L ll`.J L_ — 56.1 - e ezi9naYve m9usl BeO e�ifielA d...d onaNe an ISOLATION JT,TVP. tlec9anic copes. SEENOTEO. it fiX6WOOD POSTOP 0 PH GRApE J N? O 56.1 �}n 6x12 LO REAM O �P 3EESLONNOTE5 zAdanuic Beach I I TYP S - C.J.TYP _+____ PCB TTP -- E3, I B61 " PCB. Atlantic Beach Counlry Club Phase 1 *' Construction Documents -56.1 m0 1600 Selva Marina Drive o Atlantic Beach,FL 32233 I I u fix12 LO BEAM � [r � I 6O5wuooD a ® REVISION 1 NO. DATE DESCRIPTIOIB 02-,023 DD PRICING -I 7 3 033423 90%CDs r F- S TY r+ 4 Ss-23-PERMITSE7 I 1 1 I I I qI 6.14 DO BEAM bxe PCC 4x8 2•-6•0.C'.61 z 0 z TYPICAL POOL_CABANA FOUNDATION PLAN • 2 '.TYPICAL POOL CABANA ROOF FRAMING PLAN z v4.=i,-G. — `s1 114"=1-0° _O NOTES. L SEE-0.10FORSTRUCTURALGENERALNOTES. NCS E0-6010 FOR STRUCTURAL GENERALNOTES. I- 2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS AN'D LOCATION. 2. SEE ARCH FOR AOORIONAL INFORMATION ANO DIMENSIONS. ''/^1 3. F.INDICATES COLUMN FOOTING.SEE 110.53.,1.TIFTG=-2'V ONO.BASED ON TISLAB REFERENCE ELEVATION=O'-0'. 3. DECK BEARING ELEVATION VARIES RELATIVE TO FIRST FLOOR REFERENCE ELEVATION=O'-P UNO.SEE ARCH FOR MORE Q VJ 4. BPxINDICATES STEEL COLUMN BASE PLATE.SEE IC-56.11. 5. PROVIDE a-SLAB ON GRADE REINFORCED WITH WWF 6x6 W2.9xW2.9 ON VAPOR BARRIER AND 4-GRANULAR BASE 4 INFORMATION. 6. L.J.INDICATES SLAB CONTROL JOINT.SEE 41-3.11 AND GENERALNOTESFORADDITIONALINFORMATION. - � INDICATESDIRECTIONALSPANOF2x6NO.IDECKINGWISITPLYWOODSHEATHING.SEEDETAIL41TS6.11FOR Z¢ 7. CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTIUDY AND PLUMBING LINES.SEE 1910-53.11. FASTENINGINFORMATION. 6. PROVIDE ISOLATION JOINT AT COLUMN.BEE 1fi10-53.11. 5. SEE tBroS6.11 FOR FLORIDA BUILDING CODE FASTENING SCHEDULE FOR ALL CONNECTIONS.UNC. Oar^ LL V Z ¢LL U Lr- 00 d(Y I r Cn ¢ s = a 1 -S1 .3 SCALE:Ashs— DRAWN BY:kth,, R PROIEC7N0.:2022352 C r)r77970O DI IIT CCT - - SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 PROJECT PHASES ` CALAACAS.CA 91302 10SUITE 106 0 i �o�h j 310ASAs144 sla fo l t 1 �3106709144 iMo@sheo-ae com _ PHASE! >�—r M� wT 7 SHEET L-1:YOUTH PAVILION and SYNTHETIC LAWN AREA,TENNIS PRO SHOP I ADDITIONAL COURTS/PICKLEBALL,POOL PAVILIONS and r- ASSOCIATED LANDSCAPING(Clubhouse area improvements are Phase ll) SHEET L-2: GOLF BAG DROP STRUCTURE and ASSOCIATED LANDSCAPING , L A N D W I S E (9WJ 0 E 5 f 6 M ■.'J SHEET L-3: PETE'S TURN HARDSCAPE IMPROVEMENTS and ASSOCIATED LANDSCAPING 'Sa, - PHASE li +odd SHEET L-1:CLUBHOUSE AREA IMPROVEMENT(Including:Bar area hardscape SEE SHEET L-2 `�t �Roaor improvements,natural gas fire bowl,synthetic lawn,pool gates,fence,retaining •� '�' ' wall and landscaping) 1 • r■ ■■■.■ ■ ■ no i■ ■u■■■■u■: r■7■a■■■■ ■ ■�••`_`` t _t 1 Digitally signed ) - by Ladd Roberts, DEMOLITION: SEE CIVIL PLANS and NOTES IN THIS PLAN SET FOR ITEMS ; 0 �lo `,. LANDWIS.L jRLA TO BE DEMOLISHED/REMOVED. LIMITS OF DEMOLITION MAY VARY _ ■ "" Date:2023.05.23 ■ an w.ns.Celow. DEPENDING ON SPACE NEEDED FOR NEW CONSTRUCTION,CONTRACTOR : �. ` .ia O '�. _.. ' 12:38:30-04'00' °Call n.r°revW ale. TO VERIFY AND CONFIRM ALL DEMOLITION ITEMS PRIOR TO EXECUTION. I _1 ■ O1 ■ ■ 1� 1t l -,. ``` ■ 4 4 Beach � 44 ■ �,��. - : Atlantic Beach Count Club ■ e • � Phase 1 z' ? }� 1— ■ Construction Documents 1600 Selva Marina Dm ■ - ° L_ y -• / ,,: - Atlantic Beach,_Florida 32233 ■ .-- t. ■ REVISION tl ` ; /.r. - �• $ � -��' a `,�. •� : so. Iia som�icmc t ■ I R e[-1421 00 PUC HC. 1 ■ tML �... ■ ] U M3 9U%LO OSZs2] GENMiS No IN ■ jil SEE SHEET L-4 a■ .• :• r ---�-. Phase 11 \\ z- /� ■ tea■ ■■■,. >r[n�a�■�I■ -a"iis i ■ �•4q,�rfliiu � L+�f.� ■ ■ r>,u ■�u■u■u■u■■�• W v v r Q� ■ N \ ' : SEE SHEET L-3 U) cc r`/ JOJ ®iT�■ ■ — M=■■■r■■■■■■19 ■ ■■■■■■■■■■■■■■■■■■■■■■�♦. G ur a LU ■ �� o ■ -t\.�•�. 'IZ-N cecACH __ ■■ ■ ■u■■■■■■u■■■G■*■!■■■�,••atm■'■a 0 a aM0 ■J - 1 oR� .............. u■■■■■■■?■Siu"ri uaaa■a■r■■■a■■■■a■■■ m-!# r� -_.. raper'e t ` \ 71/Nn an7�zs Sud 2s d5'13�/bOH�N36D/1Ni•711� - WALE DRAA R.L;M.RMU PnaEci 116:2M i2 W2373 PEW SET +^ SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 310.670.9144 00@shepae.= /- � �cea:'eWcaa«ica""x'x r.,r, nnx LANDWISE rs I PHASE II JTEMS INSIDE DASHED LINE AND CALLED OUT WITH GREY TEXT) Y CLUBHOUSE AREA IMPROVEMENT(including:Bar area hardsca e e improvements,natural gas fire bowl,synthetic lawn,pool gates,fence,retaining * `` i wall and landscaping) V CONCRETE SIDEWALK aT 3 — 0 DEMOLITION: SEE CIVIL PLANS and NOTES IN THIS PLAN SET FOR ITEMS 20'X50'EVENTTENT v TO BE DEMOLISHED/REMOVED. LIMITS OF DEMOLITION MAY VARY DEPENDING ON SPACE NEEDED FOR NEW CONSTRUCTION,CONTRACTOR DEMO BREMOVE EXISTING FENCE(1001f) TO VERIFY AND CONFIRM ALL DEMOLITION ITEMS PRIOR TO EXECUTION. r \ ! DEMO 8 REMOVE EXISTING SPLASH PAD �� LS ! PCR'ION OF EXISTING RETAINING IA:AL: ! MH501RV BENCH TO REMAIN AND ASSOCIATED PLUMBING ! (BRICK:PAINT BATCH EX.STING)_ - - -TURN RFTNNING WALL � !! ! IN-0 RAISED TERRACE • Oi 5x _- %� F•RE BOWL!BUDGET$5,000} f :MATCH EXISTING MATERIALS) 36' 42 INS)--DIAMETER ` --- _ Phase 1112'-If"S RROUND —--- _ - 9 i /� SYNTHETIC ■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■�A■■■ Adantic Beach �W�.y ya ,■--b _ b•_ �-a` 4• S - TURF 5E� ■ - - -_q— "ate T _ -N9i .'� ■ �`-- 4!ll J - I j ��: /O LS CAJ3 tE Ceuy Club" LS --; OF Atlantic Beach Country Club • ■ t�—• — • LS !I ■ POCL FENCE O M_ : �yEV • ■�! _ ll—DEMO EXISTING RETF'NING WALL _ O - _. Phase ■■■I-= - 4! OTE Pf AITRE N.lCifHerANGE■ - �� - •- � 0■ Na STAIRS ANCRANDN6 1 I - Construction Documents 1600 Selva Marina Drive W Atlantc ,BeachFlodda 322 3 3:4_E__ ■ 250 sf TREMRON SHELLSTONE PAVERS ■ - IMATCHF_K x+.G S—e Marts - r �ALI!®� ■ o• ^POO_CA-Ea \ ■I A3(iF}'L,iLD 2X1Z�.A[vUIYG - ZY`,, plus 1,150 sf UNDER THE PAVILION F: �'i' ! y"i'x� `TM" 1 Bx16 FIELD/12X12 BANDING REVISION IBWI se Enposee.Edges) _. 'H 'I ■ LL _ BUTT CABANA TILE F',USH 1-- _ r - \ .,s':.:" ,l'1 yv'-� (NOTE FIELD PATTERN CHANGE xo. wTE oescaann. MUD-SE ,9ZHLU T ER Df-RATs1T_-MBRANE a-� 1 - j ■ F WITH EXISTING POOL DECK PAVERS 1 = w u -TO RUNNING BOND) 1202'a SD I II■ _ )Id - X ■ .-- I 5 ''■ 4 h Alk HE21C ._ .3i ■�. - AXIS-! AXIS 3 P33613 Yfi CO { - ^`C r- oslaa aFlwrtser l • .tF y -- ■ - -3rX13 S41ADE PAVILION 30X76 SHADE PAVILION - w (7(2)3'GATES) X - I ■ - Q ¢�y ♦] I ■ -__ SEE ARCH;-,EC URAL SEE ARCHITECTURAL LS � ■ • -_DEAi,k RUMO _ ■ - DRAWINGS DRAWINGS Q v- i m LS . - • : w r • � a LS Jf �5 ■ N J ■-- -150 sf REh'RON SH_'_LSTONE PA\'FRS 950 sf TREMRON SHELLSTONE PAVERS - LS / �Y 1GT16 FI LD[12X126ANC:NG 16X16 FIELD/12X12 BANDING } ___:13 - --r ■ MATCH POOL DECK PAVER) (MATCH POOL DECK PAVER) ,- 1 ■ y_ _ STEP-IN PAPERS yy l ■ S,EP-,N TILE —■ 143 POOL GATE 111—NPCOL SERVICE C IML. : ■ ; C" - I • ■■■ ■■■■■■mmmooi■■u■■■ ■ L--1• OEM (x2)TGATES 1 .rsET 1001f(toles)METAL POOL FENCE "�- I - (MATCH EXISTING-NOTE GATE LOCATIONS) V, O� II .—�Ti� y spLU t1ND C� Q i Ve ILL! pi DEMO FENCESoGQPJ f RELOCATE EXISTING PALM Q W `AS SHOWN • - U) 5,155 sfTREMRON SHELLSTONE PAVERS Q 16X16 FIELD(RUNNING BOND)I 12X12 BANDING ' NOTE BANDING PATTERWAND FIELD PATTERN SHIFTS L ' (MATCH POOL DECK PAVER) m L DEMO IRREGULAR CONCRETE(IF ACTUAL) J -.. - r, AND FENCE,CREATE CONCRETE RADIUS AS SHOWN / U Cl 5'X3 TREE WELLS(TYP.) - L-2 _DRAWN BY:Ladd B.Ro6eI¢.RIA PROJECTNO:2f/e2.352. .. .... _( 05-1327 PERMD SET SHEPPHIRD \ \ ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 \ \ �310.670.9144 info�shepae.can Phase 11 • - __ ■ _ LANDWISE rm L%J `�_ _� -_ ■ w _-" _.t'�_ 5• - Y`- fir• I ..."i� - 79 a\ _ ■ sem, ��_ \ \ � \ ■ \ 1 ■ -0 \ 1 ■ 9, Atlantic- - I ■ Beach 1 ' ■ - 1-f ■ l 1 13 ■ m = J� Atlantic Beach Counhy Club 1 ��• _ Phase 1 Construction Documents 13 1600 BeMarina Drive Atlantic Beach,Florida 32233 _ ■ ■ REVISION 101 I _-,- ■ xo onr� OESCRiPIXM I—I PE-14 I ■ - ■ i2eta2 SDPXXaNG i � . ■ -x az.�oa oo PRiGlll� I I ■ 11 } I � � p � ■ ■ ❑ ■ 1 ■ f - II r ! - 16 - Q a w � ` aQ a. j - -- - O Q I I I — I I I } I SEE CIVIL 8 ARCHITECTURAL DRAWINGS -- I � FOR LAYOUT AND DETAILS I / I yyy I I 1 I I I I I I I -.-- -- I _DRAWN F.tatld B.Rahxts,RA PRO.IECT NO.:2021352 OS-23-23 PERMIT SET SHEPPHIRD ASSOCIATES q Q ARCHITECTS+ENGINEERS `\ \ ✓e��I \� 26560 AGOURA ROAD,SUITE 106 \ LJII U .9318.670.5.44 91302 .9310.67D.9144 info@shep-ae.mm NORTH wtiE - LANOWISE rm 1.950 SF-EVENT TERRACE Q6 CONCRETE PAVERS(MATCH EXISTING) TURF .�,tr'•.,��`� OyOP' ORIENT PATTERN AS SHOWN1Z 10 a BORDER WITH 160 LF-6"w><B'd FLUSH RIBBON CURB PERIMETER snn J' SIMILAR TO EXISTING .. 20'x40'EVENT TENT \, WIDEN EXISTING II LANDSCAPE AREA— /1 NRF \ _ LANDSCAPE/f I I I�r TURF I 1 60.f PAVER CONNECTION (MATCH EXISTING) I I REMOVE(130 SF) Atlantic ,THE BUMP OUT) Beach • II I PAVER CROSS WALK I L EXISTING PAVER AREA f I B'-0�" ( LANDSCAPE • !,. r RUNSTI-6iDUGH f 7' \ 1 (Save for Re-use) -- -- ®--. _ _ I CAR!PATH I r ` 1- ---- - REPLACE WITH LANDSCAPE - , LANnscAPE � TURF :' �.. Atlantic Beach Country Club // ir Phase 1 Construction Documents 1600 Selva Marina Ddve �.. J .•- _EXISTING BENCH 1 Atlantic Beach,Florida 32233 (10)-T x 14'CART PARKING STALLS Tx 12'CART PARKING STALLS REVISION •�v1 ." - _ �® _ ® (NEXT TO PETE'S) a `� \ so. wr oescRiPrion -{ _ _ 12. LANDS E_ 2 m.1- ooP r6 '�- r, --EXBTING PAVERS--.I. � `�. \ i esnn PEBMITSEr / LANDSCAPE t --. ..-. - --- IT II 1 EXISTING SABAL PALMS(TYP.) LANDSCAPE I 141 RECONFIGURE PAVERS IN THIS AREA 11'-1,8 TO PROVIDE CONNECTION TO STAIRS - Q BEVENTTERRACE.(RE-USEEXISTING ---- _ PAVERS) 4,950 SF CONCRETE REMOVE(250 SF) O CART PATH&PARKING LANDSCAPE (CONC.wIROCK SALT FINISH)\ 11 1 PAVERS IN THIS AREA (MATCH EXISTING) (Save for Re-use) (SEE CIVIL DRAWINGS) --ADD(90 SF) + CONCRETE PAVERS(MATCH EXISTING) \ ORIENT PATTERN AS SHOWN TURF RIBBON CURB PERIMETERx B"tl FLUSH 03 _ SIMILAR TO EXISTING _ \ -EXISTING PAVERS y' I i • ` LANDSCAPE r W IY LAN ADD CONCRETE 8'RADIUS ``_ ' [•J TURF �\• \� TO INTERSECTION FOR CARTS I_REMOVE(160 SFJ LANDSCAPE i•� + — \ z (25 sf) _ TURF - _ - - - 1 PAVERS IN THIS AREA _- -. - - - (Save for Re-use) LU _ i :_• 1 REMOVE PAVERS IN THIS AREA to U) m LU Xn d 'Py1 NEW CART PATH CONNECTION ` EXISTING CART PATH CONNECTION A T��N T/C gEq CH DRIVE y\ , L-4 SCPLE:ua=ry ' 'DRAWN Br:'Ladd 6.f7o6erts,u0. C PROJECT NO:2071352 05-23-22 PERMIT SET S H E P P H I R D ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 LANDWISE Irs 0 E S 1 6 N [W J *.PHASE 11 ■ PHASE I ,# EXISTING FENCE an Atlantic Beach Country Club Adamic Beach • Phase 1 -7-0 38�8" NEW FENCE Construction Documents■ _ 1600 Selva Marina DriveAtianfic Beach.Florida 32233 REVISION � 5. 61-7r 21'-6' 8'-7'— 9-11'" ■ 20' ■ EQUAL I- EQU L -7 — 48._k7' 12'-3" MIS THROUGH MODI-E OF MIS THROUGH MIDDLE OF POOL/POOL PAVILIONS 1- POOL I POOL PAVILIONS Pyr F-W RG' EQUAL I- EQUAL I- I 24'-58'- A J L-9 t FLEX (EXISTING STAIR 4'-114 EXTENSION) g ■ TRAVERTINE I PAVER POOL DECK 70 BUTT-JOINT FLUSH Rl V • Z W < FLEX APPROXIMATE PAVER INTEGRATION LIMIT I APPROXIMATE PAVER INTEGRATION LIMIT STEP-IN I INTEGRATE NEW PAVERS INTO:�7 STEP-IN I INTEGRATE NEW PAVERS INTO EXISTING PAVERS(TVP.) _EXISTING PAVERS(TYP.) 470 Lu 0 0 00 w 0 lll�PHASIE 11 ■ PHASE I # sommmommEdbmmmmmmmmmmm CLUBHOUSE AREA(Phase 11) SOUTH POOL PAVILION NORTH POOL PAVILION SCALE 1.0' SCALE 11a'=1'-0' SCM-E 116' 1�; L-5 _SCALP -- -- - ---- ---- P��B�..bdd&Rober�,RLA PROJECTNO.2022-352 05-23-23 PERMIT SEr SHEPPHIRD / ASSOCIATES ARCHITECTS+ENGINEERS 26566 A ROAD,SUITE 106 CALABASAS,6A5,CA 91302 J 316.6709149 info&hep-ae.= LANDWISE rm r * �snm N INTERSECTION OF EXISTNG FENCE �I N — r V 3r_2T. ti 4_T A 14•-6. / I R72' • Beach r 6.6' R26 /� _.4,._ F"ENCEW E°°L Adan'c Beach Country Club Phase 1 /., 6119 96" - I s,r.9TReT1D n,e'•a• —'—�. J Construction Documents TURF i 1600 Selva Marina Drive 6 1 8-34 Atlantic Beach•Florida 32233 r $" - • REVISION DRTE DESCAFIpN R12'. -..__ ________________� Re' IV z m-ton ooaucxw F —2 vEw.rt sET I� Q � `—NEW POOL II 'II _ �.R2•-e'•. R2$ J '~ I FENCE F•--�1 - `! a, 3'-3° 1\ Fte V FSRIT4r r DOUBLE GATES R9' --IRS' ,t PAVERS EXTEND I2" PROPOSED 1 R70' - r'TI--T-TT-- `- - COLUMNS(TYPETEROF TENNIS T`T _ - ITCOURT T 7;6° 3 � oiiT+l' +norms RELOCATE 5'. _ - ,_ rte - Z .- RF z 8':9'. 7' = 9z CENTER DOUBLE GATES L .. - e R5'/ lNEW POOL 9-18 8'-2" 4" Q j4 FENCE _ LLJ — — — J Z a O \ R„r J I— WQ :2a Ld F— o r r ti r • L-6 .-SG1F im•.,:. ..... .. .. DRarm er:Udd e.R*et,wn s PROJECT NO'.2022-352 OS-23.23 PERMIT SEI SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 j 310.670.9144 iab@sh"e— oli Cl LANDWISE rm 0 E S I G N —————————— ........... ❑ n Arlantic Beach PICKLE BALL LAYOUT BY OTHERS Mantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlanfic Beach,Florida 32233 REVISION WN WW 3 —n 0€21]] PERMRSEf 4 2 12"BANDINGAROU NO 7-778- 13 I Z'PAVER BANDING 8 BETWEEN COLUMNS -- PRO SHOP BAR SEATING (362 SF) .... 23'-6" PAVER DIREMON PAVER I)IREUIOIJ 0 3696"- —36-91" r --— 8 ----- - - . -- ---- Z _47 < Lu 20'-71 7 4 --19-08' "_I❑❑ El 614 474- L 0 WC -4-5 2 18'4,. 8 4'8 REPLACE EXISTING PAVERS HERE 0 0 WITH NEW SPEC. LLI of lov-101 4 2 L-7 DIRMABY. LA-dB.ft''*'%'AA- ---- PROJECT NO:2022-352 05-=3 PERMIT SET SHEPPHIRD <^ ASSOCIATES !A ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CA ABASAS,CA 91302 s\/ j 310.670.9144 Nfa@she"e.mm Phase 11 C,-, ■ __ LANDWISE `rm 1� � ■ /.Ell� I I ■ �� of yjY ■ fill �Elantic Beach ■ ■ I _ _ ■ G:. �o ■ ■ ■ Atlantic Beach CDu Club 1 70— Phase 1 ■ �r• - __ ■ Conshdion Documents 1 lam 1600 Selva Marina Drive ` Atlanfic Beach,Florida 32233 t 1 � REVISION r _ __ ________ ■ 03]6Yn Atli IXl i : -- � ■ nsnn acRn165r:r I ■ ■ I ± I � a � ■ ❑ ■ LNOMINEE�3 MEME.mmlp ■ �-� 7777 � 9 �.I r ®I o r 1 Z ®.I i Lu N*1 - f a a Lu w �a o cD w III I BLDG CORNER AT HARDSCAPE INTERSECTION I l I it I SEE CIVIL&ARCHITECTURAL DRAWINGS I FOR LAYOUT AND DETAILS I I I I I i L-8 ORANM 6Y:ladd B.Rohxns,RIA PROJECT NO.:2022352 0.123.23 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOUPA ROAD,SUITE 106 CALABASAS,CA 91302 NORTH 310.670.9144 hb@.h".m LANDWISE ro 0 E s 1 6 N LJ ...... ........... TURF DQE 13- WIDEN EXISTING LANDSCAPE AREA TURF LANDSCAPE TUFLI Adantic Beach R15 Atlantic Beach Count y Club Sr Phase I PAVER CROSS;WALK LAND,_API� RUNS THROUGH to, Ir ConStrudon Documents CART PATH, 1600 Selva Marina D6ve S_qi.LANDSCAPE TURF Atlantic Beach,Flodda 32233 T-4' REV ISION 10, DAM DESON - I I 124i-n I SD— EXIIBTING BENWG�4 2 1 DCING (10) 7'x 1,V CART PARKING STALLS D -D -W (5)-7'x 12'CART PARKING STALLS 4 PE R16' _R.T LANDSCAPE (NEXT TO PETE-S) J S 11 —EXISTINGPAVERn LAN 14' 4,950 SIF CONCRETE T LANDSCAPE CART PATH PARKING (CONC.WROCK SALT FINISH) 7'4' (MATCH EXISTING) --------- (SEE CIVIL DRAWINGS) 301-111, 2 IT R TU F RT a soi••t Clog 10' LANDSCAPE ;120' IRS' ✓ EXISTING PAVERS IRS' R5 z LILJ R& R8' < LANDSCAPE Z -A LANDSCAPETULIJ Ir— RF )LANDSCAP. RB' 2 Co TURF; 0 lu w Lu Tn Pp A TLANTIC SEA CH DRI VE- L-9 MANN BY.Udd B.Roberti,RU, PROJECTNO.:2022-352 -111 OGYYIT CR SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS.CA 91302 ,9 310.670.9144 mb@shepae.- 17x 12•PERIMETER BAND 114'-VMURSETTOALLOWLATTRUDE - - MORTAR/BOND PAVER TO CONCRETE EDGE RETRAINT ADJUSTING SLOPES FOR DRAINAGE "1 LONG.EDGE RESTRAINT UNDER PAVERS STON11 -DISC TRAVERTINE CRACK ISOLATION -x 0f uKx T s+weAxeRs (POSSIBLY TREMRON COLISEUM&TONE-DISCONTINUED, _ ' ... SANDED JOINTS MAY BE ABLETO FI ND EQUAL ATSTONE 2'.1-MART) �CAVLKALL CONTROL JOINTS wISILICONIZEO CAULK �� i".R.0 i,Lsx - (IF USING POLYMERIC SAND USE'OUST') BANDING 11'x12's 1'PIELES SCHLUTER DITRA CRACK SUPPRESSION MEMBRANE r k,v3le-sanDlSCREENING eeD L A N D W I S E Lm TREMRON PAVERS _ - _ - I•CONC.BASE 3,000 PSI 4'p,d,,M nl6'vehicular COMPACTED PAVER BASE PER 4• - wIFIBER REINFORCEMENT MANUFACTURER'S SPECIR CATIONS — — 4 IIEIII-ISI-IMEI EEIII II ' III- • if4 REBAR(Cant.) m Ll' _ IIF- _ L'` •u I d•�.,'. II - II II COMPACTEDEUB-GRADE- -- B" COMPACT CI M MIN.Beg:OF MODIFIED p PROCTOR MAX.DENSITY MMIN - PlJ1 WR OR a0- ..•. �fJ B TRAVERTINE VENEER DETAIL Phase II q ;o� FIELD PAVERS-16"X 16"/12"X 12" BANDING PAVERS-12"X 12" r 3 SCALE TREMRON PAVERS-SHELLSTONE TREMRON PAVERS SHELLSTONE $'---III CONTRACTOR VERIFY EXISTING CONSTRUCTION DETAIL COLOR'WHITE COLOR IS AND MATCH EXISTING.TOVERIFY' DETAIL IS PROVIDED FDR REFERENCE ONLY INSTAILI-=ANUFACTURER5 SPECIFICATIONS IN—PER MANUFACTURER'S SPECIFICATIONS NOTES CONTRACTOR TO VERIFY AND MATCH STEP TREAD TILE CONFIGURATION EXISTING MATERIAL PHOIG PATTERN:MATCH EXISTING I INDICATED ON PLAN PATTERN:MATCH EXISTING I INDICATED ON PLAN COLOR:IVOR—ROMAN CONTRACTOR TO VERIFY OUANTITIES CONTRACTOR TO VERIFY OUANTRIES TREMRON PAVERS BULLNOSE:ALL EXPOSED EDGES SHELLSTONE COLOR WHRE INSTALLPER MANUFACTURER'S SPECIFICATIONS PATTERN:MATCH EXISTING I INDICATED ON PLAN CONTRACTOR TO VERIFY QUANTITIES -A SHELLSTONE PAY R ETAIL CMU CORE 1' TRAVERTINE CAP(BULLI40SEI BRICK VENEER 18"� MATCH EXISTING BRICK/PAINT COLOR 16" Adandc Beach CONC.RIBBON CURB(FLUSH WAVERS) 1'O'hang � -- - — EDGE RESTRAINT 4'z 8'CHARCOAL PERIMETER BAND- TRAVERTINE Atlantic Beach Country Club SANDED JOINTS ._I. 18"t.20" Phase 1 (IF USING POLYMERIC SAND USE-DUST•) IIP Construction Documents 11 w 1-310•SAND I SCREENING BED gB.,/_ 1600 Selva Marina Drive FIELD PAVERS 6, V. - Atlantic Beach,Florida 32233 COMPACTED PAVER BASE PER N4 REBAR(CODt.) 18„ ,1 REVISION MANl1FACTURERSSFE11ICATIDNSNO. DATE DESCRIPTION _ MPtICING - _ COMPACTED BASE - 2q — "---- • 8"mm. SCILGRADE .;I-' __ _- - -- _ 3 033023 .iG0 FIELD PAVERS-4"X 8"" BANDING PAVERS-4"X 8" TREMRON PAVERS-4A MEMRON PAVERS-4X11 COLOR:SIERRA(•Mrywiul YeRXPn) COLOR' NARGGAL INSTALLPERNANUFAGTURERSSPECIFICAT-9 INSTALLPER MANUFACTURER'S SPECIFICATIONS NOTES PATTERN:MAT CH EXISTING-BASKETWEAVE PATTERN:CHARCOAL IS USED FOR ALL BANDING CONTRACTORTOVERIFYOUANTRIES TREMRON PAVERS-4XS COLOR:SIERRA I CHARCOAL INSTALL PER MANUFACTURER'S SPECIFICATIONS 10 D BE TAIL at FIRE BOWL Phase If I ATTER.:MATCH EXISTING I INDICATED ON PLAN CONTRACTORTOVERtFYOUANTITIES .-1 5TRVGTURAL CONSIDERATIDN3 BY OTHERS SCALE 1' D 4X8 P P t 's Turn Area -3 }�—6-0"(TVP.) Bolt Landscape 48' 11111111111111 LLLL-- POSTS BET IN AUGER HOLE SYNTHETIC TURF DETAIL-Bolt 80 GB-042 Olive-SHAW C/) BURNER TRAY(Reuse eft) G J COMPACTED GRAVEL(BACKFILL) I I BURNER(Reuseg) OR EQUAL-PRONDE PRODUCT SPECIFICATION FOR APPROVAL 36" - NRF CONTRACTOR TO PROVIDE EDGE RESTRAINING SYSTEM(PT WOOD. L GLA55w5TAGGREGATE,, 1 BRICK CAP(row lollyn0palm) — COMPDSITE WOOD OR METAL EDGING.T COMPACTED AGGREGATE BASE I— ' (Neuse Busting 1..BAwI Brick) (PAVER FINES),SILICA SAND INFILL,HYDRACHILL(GREEN-BLACK)TOP DRESSING, w $• 1-112'O'hang SEAM TAPE/ SINDING MATERIALS.CUTAND TRIM TO FR. Q NOTEGENERALCONTRACT R RESPONSIBLE FOR CUTTING GRADE DOWN TO RECIEVE CMU CORE TURF. URFASE,ASSUME O'hang '—t �I' - (MATCHBRICI<V I-VALVEACCESS ,,t_ (MATCH E%ISTINGBRICK/PAINT) 4•X9-SULLNOSE(SHELLSTONE) U . I- MORTAR I BOND PAVER TO RETAINING WALL BLOCK In POOL FENCE(TYPICAL) MATCH EXISTING FENCE TYPE-BASIC METAL POOL FENCE T..—ALS SANDED JOINTS POOLFENCEANOGATESTOMEETPOOLSAFETYACTCHAP.515. (IF USING POLYMERIC SAND USE'DUSP) COLOR'MATCH EXISTING TREMRON MUNICH RETAINING WALL -- - -- - __ rla vBre•sanD/scREENInG BeO 4"z8"X12'7 LOCKS COLOR:SAND DUNE TRAVERTINE STACK IN RUNNING BOND X2 COURSE MIN. _ TREMRON PAVERS ON COMPACTED GRANITE GRAVEL BASE 4•petlesN,,i5 eHcular COMPACTED PAVER BASE PER _ �TURN DOWN SLAB AT FIRE BOWL MANUFACTURER'S SPECIFICATIONS PER MANUFACTURER'S SPEC'& EXISTING PAVERS(TENNIS ACCESS) PRO VIDE PROPER VENTING MEASURES _ _ FOR GAS SAFETY-CONSULT GAS EXPERT 8 E� FIRE BOWL DETAIL_Phase I� FOR XCEPTIONS LrtiDN NO EXCEPTIONS '1 SCALE S' — - STRUCNRAL CONSIDERATIONS BY OTHERS _ GAS SAFETY CONSIDERATIONS AND MEASURES BY OTHERS FIRE BOWL DESIGN MODELED AFTER EXISTING FIRE BOWL REUSE EXISTING FIRE BOWL COMPONENTS IF POSSIBLE-(VERIFY WITH GAS EXPERT) L- CONTRACTORTO VERIFY IF LIQUID PROPANE OR NATURAL GAS SOURCE AMD PROVIDE PROPER SAFETY MEASURES FOR GAS TYPE(HIGH I LOW VENTILATION) Fes—18- IN.�I_ NOTES TREMRON PAVERSSHELLSTONE R COL00.WHITE INSTALL PER MANUFACTURERS SPECIFICATIONS PATTERN:MATCH VEXIS ERIFY ON PLAN L-1 0 CONTRACTOR TO VENFY OU(WTITIES r1 PAVER/STEP DETAIL DRANK BY: A ewEn I � � DPAWN A� Ladd B.Roberts,RLA PROJECT NO.:20-352 0&2113 PERMITSET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS f �^ 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 1310.670.9144 info@shepae.= \ � LANDWISEIrs 3-SABAL PALM- \ tV °!?._ __,_.__. 40.1NDIAN HAWTHORN 3D'o.c. 22-PODOCARPUS(PZP)159 _ y �•+U LIGUSTRUM X8') 32-COONTIE 30"o.c. 5-SABAL PALM - SYLVESTER DATE PALM • _ 44-LIRIOPE 18"D.C. 45-AGAPANTHUS • ; �j, '` r-.-------- --( '.N�\*•.,• 1 I -�§ Ison K\FIOit1On/1'• � 1 SABAL PALM- I � PLANT SCHEDULE •• I 4 ;I-i I I_---J-� pTy. COMMONNAME BOTANICAL NAME SIZE NOTE %-n c• -SABAL PALM -,p1h. 1 PALMS CANOPYAND UNDERSTORY deerwnX sires hdhetedpn plan �� `• - I SABAL PALMS ABAL PALM S-1 2t sg k/4 Gamed-all Regens 1L.CHINESE AN PALM Llvidonia minends 9'ct(MATCHED) FL#1 ooalea� i SYLVESTER PALM Phe dechteldom'Sylvemeny 6c.t R.#1 40-LIRIOPE 18"D e° •37 r - ° 2-LIGUSTRUM(PXe) - • SABAL PALM TREES 12-PODOCARPUS(P2P)15g UNDERSTORY e x'molt 75-ASIAN JASMINE 18'oc 'dd i�,+`��, - g, -wnx aveumen quality FL ut • ■ ^+-i' - (.. f S-� 60.LIRIOPE 18'O.C. 1 PATIO LIGUSTRUM Ligustrum Capon am 45g,16'-16 pM1 e'a sprd FL#1 \- 30.LIRIOPE I6'n C.. 31 CRAPE MYRTLE Lagarslmemla melte Nmch& s t- • (' • 2-CHINESE FAN PALM(8'c.l.) SHRUBS 75-ASIAN JASMINE 18"o.c.' eoote -----r 'i•' 2-LIGUSTRUM(8'x8') �- '� 32 COONTIE Zemia godtlala 7gal.,fug FL#, LII- : __ � •:.� 3-CRINUM LILY MERE I id INDIAN HANTHDRN Fihaphedeps nd ra aha' 7ga124'-30'sprtl lM1g< FL#1 x •. 2-CRAPE MYRTLE I. �J-.ti _ COQUINA SHELL(TYP.) ROPOSE6 116 PODOCARPUS 15g Paeo mus macpphynus'Malu' 15 gal fml S-6'qh(4241 Pol-ta-Pol I'LL L 41 - _ TENNIS 6 CwNUm I_— Cm�um my 15 gel,40'x40' FL#1 SABAL PALM J `.,-,.1�_ COURT 24 LIGUSTRUM(hedge) Ugusbumla,q. 78,30'-36'sprd.l hgL FL#1 Aflaotic Beach Count CIUh { - 5- NUM LILY J.L 3 Phase 1 `� - RELOCATED Construction Documents 4-SAB 1QPEiB YountPAvitroN —` GROUNDCOVER - - 4-SABAL PALM �1 T 'L.- 1600 Selva Marina Drive Lrl t6s AGPPANTHUE AgapanmusaGcenua 3ga1.,Nll FL#1 AdanticBeach,Florida 32233 6-LIGUSTRUM(8X8) Y LL, 374 ASIANLIRIOPE SUPERS.INE BLUE Lnope musran superGlue' Igal full FL#1 SABAL PALM_ „ :_ 150 ASIAN JASMINE TrecGelospafmum as at ca,m tgal.6-B mnngrs l2-te-each.lull FL#1 REVISION 2,5005.1. ST AUGUSTINE ISEVILLEI Ad Iquandtyrequlredmayvarywn(redorl°Teldv Wy poor to lnalsllahm G'd 2,500 N. tNl mm pE6CRinlm e $>•vf$ 1 MUIUi:Pine Slrew.Cequ'na Shell Mw xfiere w11.d for•2'Nckness 1 12.. WIWe'O ' --- R—INIAIa....HERE- 1 � 2 am.. _,S pOPRICIG _�- a` mxm . .. �� : � 652321-PEW.R3LT I I 50-LIRIOPE 17-PODCICARPUS(P2P)15g 35-LlRIOPE 16"a.c. 13-PODOCARPUS(P2P)159 a r • r • 75-LIRIOPE 18"D.c. 204NDIAIN HAWTHORN 30"o.c. 27-PODOCARPUS(P2P)15g W 17-PODOCARPUS(`2P)159 LU O 70-AGAPANTHUS - - _ - - f ' 18"o-c. TENNIS _j O 10 uj a- I IH1I _ (0 --� IIA=III 0 Z T' _ � _ PROSHQP .'�� ! BAR-SEATING 01 O ,T n k — T_� if SF) Q J • ` - _ J RELOCATED PALM - I ----- I r -- TLI= 50-AGAPANTHUS _ 1 - - ❑ D D - IJ __ • - 8-PODOCARPUS - A L� 1 (P2P)159 • I COQUINASHELL(TYP{ .----------r- _ _ - - r TURF-MATCHEXISTING (SL Aug line) Q 24-LIGUSTRUM(HEDGE)4'D.C. of CARPE MYRTLE Q 14-INDIAN HAWTHORN 30"o.C. 7-SABAL PALM 10'..t.-MATCHED /,p-`STEP UP TO TENNIS PAVILION ti - I YOUTH PAVILION and PRO SHOP LANDSCAPE EAST EDGE OF NORTHEAST COURT - SCALE SCALE MG'=I— L 11 _SCALE:wr-io'_.... .. .._ DOWNRY: WdB.RObe6t,RIA c PROJECT NO.:2012-351 W2343 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS.CA 91302 Z— X-11—w.10+v M, LANDWISE r 0 E S 1 6 x fws 59.'13 PLANT SCHEDULE .1. COMMONNAME BOTANICAL NAME SIZE NOTE SHRUBS 50 DRAWF F—HATCHEE—S TIp...u,d-yIId,, 7;,1.,ILII FLS1 NOTE CUT SOIL GRADE DOWN 3-BELOW ADJACENT HARDSCAPE TO ALLOW FOR MULCH.(PINE STRAW) Atlantic Beach C--,CI.b- Abanfic Beach county Club E3 Phase 1 X1 DQcumeniq 1600 Selva Marina Drive Atlantic Beach Florida 32233 REVISION ATE XXRIMM I 2 .1— 00 PRIOXG 1 —21 PEPMD SET -1k J. r ————— Q 50-DWF FAKAHATCHEE GRASS To.c. EXISTING HEDGE Z< <, —j Lu < < 0 Z < < r -12 DRANK BY: Ladd B.Rober0.RIA FROJECT110,2622-352- - 0523-23 PMMFF SEF SHEPPHIRD ASSOCIATES TAk ARCHITECTS+ENGINEERS 26560 AGOURA ROAE1,SUITE 106 CALABASAS.CA 91302 310.670.9144 inWshep-ae.coln NORTH �OnS� M[xm:C S.EN.xfFaS SABAL PALM L A N D W I S E �� COQUINA SHELL 43-COONTIE 30"o.c. ' +"�%.:,• 4-CHINESE FAN PALMS FIA,-Marched 8-SABAL PALM _ BEAUTY HAWTHORN 38-MUHLY GRASS 24"o.c 120-MUHLY �x GRASS 24'0.C. } J • 2-SA13AL PALM \ r •• ) 3-SABAL PALMle. Ill _ . 3-SILVER-SAW PALMETTO 5'0.c 28-COONTIE 30'o.c. 3-SYLVESTER DATE PALMS V c.t.-Matched snn ! , �f •• r COQUINA SHELL 1 f A! 1 r■ �' � 15-INDIAN HAWTHORN 30'0.c. f 24. ~ ,F ,■ a d 15-INDIAN HAWTHORN 30"o.c. r leoatl ■ 1 - • COQUINA SHELL 'Ir` / ■ •� e r '},-• SABAL PALM I ! • � ( t 1-SYLVESTER DATE PALMS 8'c.l. 3-SILVER-SAW ■ ' COQUINA SHELL PALMETTO 5'o.c. •�• / _ 30-COONTIE 30"o c. Aulantic Beach �_ , c_ -\-•a \ - 100-MUHLY 1• - y -•__J- '� f 9-SABAL PALM ,1"P- GRASS 24"o.c. r #— - • - / 220-MUHLY GRASS 24'.c. m\ • Atlantic Beach CountN Club P I 5-SABAL PALM "� _ 15-INDIAN HAWTHORN 30"o.c. Phase Construction Documents �4 5a 1600 Salva Marina Drive Atlantic Beach.Flonda 32233 SA9ALP,Wd I•n '• T ! 20-INQ1M HAWTHORN 30°o.c. VI o RESION . L / E1M9 Y0. DAIE eESCRIP m E \ FA-•- a --MAST iz BEAUTY HAWTHORN •^ V e a �•tl 1 Iz-02.22 S mcw 'nur 3 03-2613 M. • /! f 1� • ``1 4 p5x3 PEfWRSEf TURF J 7-SA13AL PALM \ ' yJ-- • �yk '` 7 ® 140-SAND CORDGRASS 3'D.c. '• �,,• ^,•. _. _ \' ;f`P- L+ �.- _ ` A P• — 6SABALPALM \ 451LVER-SAWPALMETTO 5 o.c: _ _ _.f f— �4PALM ~� 40-COONTIE 30'.x.c. --—— — 10-SILVER-SAW PALMETTO Sox. 86-COONTIE 30"o.c. w\ \\ • 3-SABAL PALM \\ 110-MUHLY GRASS 24"o.c. TORULOSAJUNIPERTORULOSA JUNIPER 40-AGAPANTHUS 18"o.c. e-PODOCARPUS(P2P)15g 43-PODOCARPUS(P2P)159 90-AGAPANTHUS 18"c.c. Z Q 1 LI aQ a Z PLANT SCHEDULE U I_ .. L y QTY. COMMON NAME 60TNNIGAL NMIE SIZE N.T. Q) V.fhJ \y1 �• PALMS z W CANOPYAND UNDERSTORY dear hunk silea indiwua on plan,slick Q w 55 SABAL PALM Sabal palmed. 47 slick l e booted-all Re9ens FL#1 J 26 SILVER PALMETTO Serenoa repens'silvef 159.1.,.11 FL#1 a • 4 SYLVESTER PALM Phoenix d.Uralilora'Sylveslerii' 8'c.t IMATCHEDI FL#1 4 CHINESE FAN PALM LivisMnia chinan®s Fw'.t 1MATCHEDI FL#1 • =4 TREES UNDERSTORY \ �.V 4 MAJESTIC BEAUTY HAWTHORN Rhapheolepis'MyesEC Beauty 30 gel..dee l.lm FL#1 SHRUBS eaasd • 227 COONTIE Zamia flondelz 79-21.,NII FL#1 yd 55 INDIAN HAN 110R I Hpheolepis indiw'.1— 7gal.24- 13'hi;Upid. PL#1 51 PODOCARPU515g PoOowryus mamophNlus'Maki' 15 9-21.,.11THE oh(PIP)Pot-to-Pa1 FILM 5-SABAL PALM .�"YIA;, 2 TOTULOSAJUNIPER Junip..,chinelnis 1.— 45 931.,a'o h.,4'-5'epM.,ape61e1 qusliry FL#1 � - _ GROUNDCOVER 110-SAND CORDGRASS T. AGAPANTHUS AgapanNus afiwnua 3 9-21...11 FL#1 �\ -•4t ^ / / / 120 SAND UHL G-SROGIR M.Menb b.k wpillans 39-21.,1x11 FL#1 73 SAND CORDGRA55 Spadine bekedi 39-21.,full FL#1 _ 7505-.1. 13, d.Sod-Adoalq lily required may vary.conlreclor.field venfy priori,inslallado......bid T50sl. P MIMPine Strew.Coquina Shell Mix where wiled fa.2'Nidmess L-13 6CALE 1m'-- DRAWN BY: ladd B.Robes,RIA PROJECT NO.:2071-352 05-21-23 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURAROAD,SUITE 106 CALABASAS,CA 91302 8 310. 0.9144 1 elFae.Com O _ sE punNSs - xrHrwT rxE x+rlx ��C.:" rwc'nE.s.LHCMKPs LANDWISE rm .�IJu CURVEDTRUNK cul rvOOavnr BEND IN TRUNK RwuxA oxrm4un Poazanomxoau oxi Il •U 1.1-ce-U-1Mlxlx 'HIGH BENIT ABOVE MID POINT INR .Ar eo-SEPr M } O� neeu+i osLrvswcwe Towwwrea zenoarwe sora 'LOW BEND'BELOW MID POEvasuePoaruma[srPNnr<v �V�. w XIxIX Mr4xsswM1 STRAP BURLAPIBLOCKS a suPwRuxm ESAxlsao TO Txs W40[rwa uemt •/ �..• CIIgg� eMuxcm uxux Poex MLBMxc EKaxx RUNK-DO NOT NAIL INTO TRUNK .vm3 52313 A10RIOfK 2X4BLOCKS - >*'xwsssoFxLL01 nulEO rose sN+v ass Orxu.cx rvMEv roan 'm1[rwess CrxurCx BURLAP WRAP ' s4xo xe osn AuxRmTPurtt �sPxC-ARK-TweN PAINTED .r_r--ws-AR--c uxn +r ,1- �y PAINTEDBLACK.,G IMIN 2X4 STAKE RR- TREE PLANTING DETAIL ALL TREES ARE TO BE POSITIONED VERTICALLY REGARDLESS OF THE SLOPE OF THE GROUND IN WHICH THEY ARE PI.ANTED.WATER RINGS ARE TO BE CONSTRUCTED AT RIGHT ANGLES TO THE TREE OR SHRUB OR IN A MANNER IN NMICH THEY WILL MOST EFFECTIVELY SERVE THE PURPOSE OF RETAINING WATER AT THE BASE OF THE PLANT. THE RCOTBALL OF THE TREE SHOULD HE POSITIONED IN THE HOLE so THAT THE FINISHED GRACE OF THE BACKFILL PALM PLANTING DETAIL LEANING PALM PLANTING DETAIL CURVED PALM PLANTING DETAIL Adantic Beach SOIL AND LANDSCAPE SOIL IS 2-LOWER THAN THE TOP OF THE ROOTSA L.MULCH SHOULD COVER THE EDGE DF THE FOOTBALL.DO NOT MULCH ON TOP OF FOOTBALL. aHK.Ae[a R-RARAWK are 1- axAu e[a crewv nrvnx oa L[aa vxAuaB•4¢r..vxuxxoR Laaa Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach.Florida 32233 -`cam REVISION �"P161 KID aME DESCRIPTION GENERAL LANDSCAPE NOTES: aPA[x lzaan so rxBCRTG TREE BRACING NOTES: J - 2 Bolan+ UDFRILING 1. CHANGES MAY OCCUR DURING INE NORMAL COURSE OF IMPLEMENTATION.VERBA LCHAHGEORDERSWILLHM BF 3 038623 -Ca NONORM ANY CHANGES MUST BE WBMIIIFD IO LANDSCAPE ARCHRECI IN WRITING AS A CHANGE ORDER TO BE 2"AND LARGER CALIPER TREES BR ACED BY GUYING: 4 -23 PERNTF BET REVIEWED AND APPROVED IN WRMNG BY OMERICLIEM. ]. ALL NEWLY PLANTED ARFASIO RECEIVE 100%COVERAGE BY AUTOMATIC IRRIGATION SYSTEM(DRIP PREFERRED) L CHOOSE THE CORRECT SIZE AND NUMBER OF STAKES AND SIZE Of HOSE AND WIRE.GUYING SHALL BE COMPLETED - HIESSOMERWI5EOt0.ECfBYOWNER.LANDSCAPE CONTRACTOR TO COOR01NA1£INSTALIATON OF IRRIGATION WMEN 40 HOURS OF PLANTING THE TREE Iasx ulu sworsxnum..... ��recx� SYSTEM WDM IRRIGATION[OM0.ACMR.IRRIGATION TIME CLOCK TO BE HARD WIRED ON COMPLETION- 2. CUT LENGMS OF STAKING HOSE TO EXTEND 21NCHES PAST TREE MUNK WHEN WRAPPING AROUND. umrw+s _ RESPONSIBILITY OF IRRIGATION COMUMOR.LANDSCAPE CONIR OR TO HAND WATER OR ARRANGE FOR 3. SPACE STAKES EVENLY ON OUTSIDE OF WATER FIN G AND DRIVE EACH FIRMLY INTO GROUND.STAKES SHOULD BE - WATERING DURING HANTINGUNiRIRRIGMIONSYSTEM I31a0ROPERABLE.THIS 13 MF RFSPONSUILLY OF ME DRIVEN AT A 30 DEGREE ANGLE WITH ME POINT OF THE STAKE TOWARD THE TREE UNTIL 4 TO 51NCHES ARE LEFT m UN DSC_APFCON@ACfOR. SHOWING. 3. LANDSCAPE CONTRACTOR TO BECOME FAMILIAR WITH ME SCOPE OF WORK AS WELL AS THE STE.DIGGING 4. PEA E THE HOSE MREADMEWIRAROONGHEE UNK HOM AN ABOVE M START,ALLOWING - LANOIlIONS,ANTRACOBSTACLES RSHALLOCAE TOM DOING, S. TWO ENDS BEYODTHESTHIHEHO3E AURTINGTHE WIRE.KE.ALLOWINGAPPRO%IMATELY2FEEf OF EACH OFTHE _ _ _ _ =m-III~'=C 4. LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY ALL UNDERGROUND MLITIEO PRIORIDDIGGING. TWO ENDS BEYOND THE STAKE BEFORE CUMNGiHE WIRE. �_' _�I� 'v-ti t�� -_III- 5. ALL PUNT MATERIAL ISTO BE FLORIDA NO.I OR BETTER.FLORIDA DEPARTMENT OF AGRICULTURE GRAPES AND 6. IW61 WIREATFURBER HOSETO KEEP Ii IN PLACE I-III-LIC-III-III III-III-III -� _ �Tf STANDARDS.PARTS 1611.1975,RESPECTIVELY. ). PALL WIRE DOWN AND WIND BOTH ENDS AROUND SIAKEIWICE.TWIST WIRE BACK ONTO ITSELF TO SECURER BEFORE = -- TSI -IIID �TII'-I�� JII 6. ALL TREES IO BE STAKED INA GOOD WORKMAN LIKE MANNER.NO NAIL STARING PERMITTED. CURING OFF THE EXCESS. -III III IIIA III-III-III-111- =ill - I10IL�il 11 ). LANDSCAPE PLAN SHALL BEINSTALLED IN COMPLIANCE WITH ALL LOCAL CODES. a THE ABOVE PROCEDURES ARE TO BE FOLLOWED FOR EACH STAKE REEPINGTHETREESMAIGHTAIALLTIMES.THERE TIL S. ALL TREE HOLES TO BE BACK FILLED AROUND AND UNDER ROOT BALL WITH WASHED BEACH SAND AND PLANBNG SHRUB PLANTING DETAIL MI%.ALL SHRUB BEDS TO BE INSTALLED WITH WASHED BEACH SAND AND PLANING MI%. SHOULD BE A I TOES WITH H SWAY IN THE TREE RHE WIRES SHOULD NOT BE PULLED HOTELFOR BEST ESTABLISHMENT. SODDING DETAIL 9. ALLTFEES,SHRUBS AND GROUND COVERSSHALL BEGUARANTEBD FOR ONE YEAR FROM GATE OF REAL 9. FLAG ME GUY WIRES WITH SURVEYORS FLAGGING OR APPROVED EQUAL FOR SAFETY, vitnPFia TeeBsomsnrO xC¢rvs1•roeuraaarsc�usvvrFn.Vmxa saKAS Paxuteo. ALL SHRUBS ARE TO BE POSITIONED VERTICALLY REGARDLESS ACCEPTANCE.ALL PALMS ARE 10 GUARANTEED FOR ONE YEAR. 10,GUYS ARE NOT TO BE REMOVED UNTIL APPROVED BY LANDSCAPE CONTRACTOR. OF THE SLOPE OF THE GROUND IN WHICH THEY AAE PLANTED. 10.ALL PLANTING BETS SHALL BE WFED AND GRASS FREE, SPECIMEN IREE3 AND TALL PALMS BRACED WITH PROPS: WATER RINGS ARE TO BE CONSTRUCTED AT RIGHT ANGLES TO I1.ALL TREES.PALMS.SHRUBS AND GROUND COVER PLANTS SHALL BE FERTILIZED AT INSTALLATION ACCORDING TO THE TREE OR SHRUB OR IN A MANNER IN WHICH THEY WILL MOST MANUFACTURERS RECOMMENDATIONS.TYPE AND AMOUNT OF FERTILIZER IS UP 0 DISCRETION OF LANDSCAPE 11.CHOOSE THE CORRECT SIZE.LENGTH.AND NUMBER OF PROPS TO BE USED(PRESSURE TREATED IPT)2'X4",4'%f I. EFFECTIVELY SERVE THE PURPOSE OF RETAMIN G WATER AT THE CONTRACTOR IN ORDER TO AVOID'BURN'ON PLANTS THAT MAY ALREADY CONTAIN FERTILIZER FROM NURSERY 12.WRAP AT LEAST 5 LAYERS OF BURLAP AROUND TRUNK OF THE PALM OMLEAST4INCHES WIDER THAN THE BATTENS BASE OF THE PLANT. AND ENSURE PROPER ESTABLISHMENT TO M :MU NS SHOULD BE MOUNTED AT A POPIT a OF THE DISTANCE FROM GROUND TO THE CLEAR TRUNK TOP OF ROOT BALL TO BE 2"ABOVE FINISH SOIL GRADE(FBG). MAINTAIN CONTRACTORS WARRANTY. BEINGIDBL3 1Z PLANING PUN MALLTAKE PRECEDENCE OVER PLANT UST IN CASE OF DISCREPANCIES. OF THE TREE OR PALM,BUR NISI LESS MAN 4 FEU.WHICHEVER IS GREATER. 13.NO CHANGE SHA L IU MApE WITHOUT PRIOR CONSENT OF LANDSCAPE ARCHITECT. 13.SELECT THE PROPER LENGTH AND SIZE OF BMTENS(m 2•%4'%12''-Ib"I 14.ALL MATERIAL SHALL BE SUBJECT TO AVAILABILITY AT TIME OF INSTALLATION.SUESBTUTIONS MAY BE MADE AFTER CONSULTATIONWITH LANDSCAPEARCHTECT. 11.USEMESAME NUMBER OFBATTENS ASPROPS DUNGUSED. 15,LANDSCAPE CONTRACTOR TO COORDINATE HIS WORK WITH GENERAL CONTRACTOR.IRRIGATION CONTRACTOR, iS.PLACE THE BATTENS IN PLACE WITALLY H MEALORVENLY SPASUC AGAINSTSTRATHE PSLAP. AND THE ELECTRICAL CONTRACTOR. 6.PLACE THE BATTENSINPLACE INTO METAL OR PLASTIC BANDINGSTRAPS.00 FAKE,P NAIL IMOTREE. 16.ALI EXISTING PUNT MATERIAL TO REMAIN SHALL BE PROTECTED. I).WE AT DEGREE ANGLE END F OMTROP HE OTTENS ANDND OF Sf WIIMA ICIENT LENTXXGT eOREAREACH THE SHOULD BE INSIALN URMG AT A 0 1).ALL TR EES TO BE RELOCATED WILL BE ROOT PRUNED 3o DAYS MINIMUM(OR MORE IF REQUIRED BY SPECIMI.UPON 7040 OR PALM,SPA FROM THE ALDSANCE AROUND TO ON CURVEGROUND. IBM.SPACE RELOCATION,THIN OUT 30%OF THE RELOCATED TREES'CANOPY. TREES AGAINSITHE PALMS.SPACE PROPS[QUAL ORANGE AROUND TREE OR PALM.ON CURVED PALMS OR TREES.SPACE IO.AFTER REMOVAL OR RELOCATION OF EXISTING TREES AND PALMS,BACKELLTFEE PT WITH WASHED BEACH SAID. PROPS SMOOTH MOF MECURVE OFMEPALIGH TREE. AND SOD DISTURBED AREA,IF REQUIRED, 10.CUT A SMOOTH ANGLE AT THE END Of ME PROPS.ALIGN WITH AND NAIL INTO BATTENS.OO NOT PFNETMTE(REF OR 19.ALL TREES ON SOD AREA SHALL RECEIVE A MULCH RING Y IN DIAMETER TYPICAL PAT APPEABLETHRS NAILS. N ALL TREES SHALL HAVE 2-CALIPER AT O.B.H.MINIMUM FOR A 10'HEIGHT TREE. 19.IPRAPPEARSTHATLMMEADDITIONAL PROFSARETOB WORKED LABEEPUCE NEARTOORIN'DONIO STWOOF ME NEWLY 21.ALL 1 GALLON MATERIAL IO HAVE IT SPREAD MP4IMUM.ALL 3 GALLON MATERIAL TO HAVE 2024"SPREAD PRICESBRACEARE ENOTSS TO BE RE OVEDU TI ARE TO BED EARED LABELEDWITHTHERACTOR."DO NOT REMOVE'. MINIMUM. zD.PROPS ARE NOT TO BE REMOVED UNTIL APPROVED enHE LANDSCAPE CONTRACTOR. TREE PROTECTION DURING DEVELOPMENT FENCE:BAJTRIR M.LANDSCAPE CONTRACTOR TO BECOUNTY OR CITY LICENEED'HERE WORK ISTD BE PERFORMED,LIABILITY AND END B NWRGE �Rx WORKMANS COMP INSURANCE IS REQUIRED FOR EACH AND EVERY EMPLOYEE TO BE Or-AT ANY TIME DURING All protected[lees,preserved U,demtory vegetation,and trees retained for tree credit,purwant VA to Section 656.1213 hereunder,shall be protected from injury during any land clearing or IMPLEMENTATION.PAPERWORK iD THIS EFFECT 10 BE PROVIDED ON REQUEST WITHIN 2 BUSINESS DAYS. WELP HEITO POST J nsWclion in the fdlowing manner. cHNn LnmmM ErvT co(a)Prior to any land dealing operations,tree limbs which interfere with construclion shall be •bxlxw Q re ad and temporary somans shall be installed around all trees antl other underslory R CA311NT9ra 1w Lb3 RANGE, vegetation to remain within the limits Of land Gearing or construdion and shall remain Until the aEIW'EEx W IRRIGATION NOTES: 10.IRRIGATION Cl+.ACTOR TO MEASURE WATER AVAILABLE ON-SITE AND USE NO MORE THAN 75%OF AVAILABLE completion of the wotB.The temporary barrier Shall be at least three feet high,shall be placed at POSTS Q GPM. least six feet away from the base Of any Iree,shall indude at least 50 percent of the area Under 1 MAJOR PALMS TO'AVE TWO BUBBLERS ON OPPOSING SIDES OF ROOT BALL.BUBBLERS TO BE HIDDEN FROM 11.WATER CONNECTON TO THE HOUSE,INCLUDING SHUT-OFF VALVES.SHALL NOT BE AUERM BY PRESSURIZE. the dnpline of any protected Vee Or tree retained for tree Credit pursuant to Section 656.1213, BARWERTO BE VIEW. BACKFIOW. EQUAL ON ALLR SES W 2. IRRIGARON CONTRACTOR TO COORDINATE LOCATION OF MAIN LINES WITH LANDSCAPE CONTRACTOR PRIOR TO 12.ALL WIRE SPLICES TO BE IN VALVE BOXES AND CL EARLY LABELED AT BACK OF TIME CLOCK,ALL WIRE SPLICES TO BE and the banner shall consist of either a woodfenm with Two by fou r pasts placed a maximum of /Y IMPLEMENTATION.AVOID ROOT BALLS OF TREES AND URGE PLANT MATERIALS.REFER IO LANDSCAPE DRAWINGS. INSTALLED WITH WATER PROOF CONNECTIONS. eight feet apart,with alwo by four minimum tap Tell,Or a temporary Wire mesh fence.Or other NDLEDOME E Q 3. ALL PIPEIO BE PVC SCHEDULE 40,B'MINIMUM COVER, 13.25PARE WIRES TO BE RUN LO THE LAST VALVEIN FALX DIRECDON. SimIRrsame,Which will limit access tothe protected area.Tree protection shall Comply With the ALL HEADS INSTALLED ON FLEXIBLE PVC PIPE AND PRUNGE. 4.CONIROLLERTO BE HARDWIRED ATIIME OF COMPLETION AND INCLUDED IN IRRIGATION CONTRACTORS BID, guidelines to the Tree Protection Guide for Builders and Developers by the Florida Division of U 5. PRESSURIZED BACKFLOW,RAIN-H.AND MULTI-PROGRAMMABLE CONTROLLER WITH BATTERY BACKUP 15.SYSTEM TO PROVIDE 100%CONTROLLED COVERAGE ON COMPLETION.ADDITIONTUMODIFICATIONS FROM Forestry and any other reasonable requirements deemed appropriate by the Chief to implement x REQUIRED. IRRIGATION PLAN MAY BE NECESSARY. (his Pert. µp RrIE 6. Al.L CROSSINGS UNDER PERMANENT CONCRETE TO BE SLEEVED TWO TIMES ME SPRINKLER PIPE SIZE WITH SCHEDULE I6.IRRIGATION CONTRACTOR TO BE COUNTY AND CRY UCENSEO WHERE WORK 1510 BE PERFORMED.LIABILITYAND pLpcEMRouQx .PVC. W ORKMANS COMP INSURANCE IS REQUIRED FOR EACH AND EVERY EMPLOYEE TO BE ON-SIZE AND AT ANY TIME (b)No materials,trail...equipment or ch-1-1s shall be stored,operated dumped,buried oT ALL PHASES ofz ). ALL VALVES TO HAVE FLOW CONTROL AND BE INSTALLED IN GREEN VALVE BOXES WITH ROOM TO WORK IN FUTURE. DURING IMPLEMENTATON.PAPERWORK TO THIS EFFECT ID BE PROVIDED ON REQUEST WITHIN 2 BUSINESS DAYS. burned within the proteded areas.NO attachmenle t,wim,(,the,than prolective guy Wires),Signe -.RLCTION. Q 0. ALL VALVE BOXES IO BE LOCATED AWAY FROM WALKWAYS.GARDEN PANS.AND GROUNDCOVERE-KEEP TO IT.AS-BUIU IRRIGATION DRAWING TO BE PROVIDED PRIOR TO HNAL PAYMEM. Or permltS shall be attached to a protected free. BACK OF BMS. (,)When removing bmndles from protected Dees to clear for construction or pruning toB 7 -III- E LI I I-III-III=- J 9. ALL SPRINKLERS TO BE COMMERCIAL GRADE TORO 570 SERI ES C AND ISANDINSTMI-EDOUTOFSIGHT END ILII=Ill-E L -[=III- eas restore the-WEST he of the entire Vee,the guidelines in the National Arsonist Association THE 7E111 11 TEI Pruning Standards far Shade Trees and the American National Standards for Tree Care L of-.In FO oTEcrEOTREE Operations(ANSI#Z133.1)shall be followed.Protected trees shall be pruned to remove dead or m 7 MOT FOR EACH lnw IN THEE cAL1PEa R daaged limbs tore antl to resthis natural shape and fertilized as necessary to compensate for any loss of facts and W stimulate root growth.Any damage to free crowns or root systems shall RS.EOUIPMENTB w+Ep ICA'SHALL be repaimd immediately after damage o¢urs. FROTE[ DUMPED,BURIED ore RHYLE TIED TREE PROTECTION DETAIL PROVIDE TREE PROTECTION BARRIERS AROUND ALL EXISTING TREES TO REMAIN WITHIN LIMITS OF PROJECT AREAS)AS DEFINED BY CIVIL DRAWINGS I L-14 r - -- ---' $COLE;0.5NOlED ...................... DRAwNfiy: tadd3.Itcberis,I2(A m AAAA... .. PROJECT NO.:2022752 0.42123 PERMIT SET T SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS G Set contalner, t h as fid fa called and burls d stock,except t dans on Nm 26560 AGOURA ROAD,SUITE 106 SECTION 02950 1.07 WARRANTY B.Bea and Tree Dressing Mulch: grown s° pati a pipe pl out A W...acy trees and shrubs,for a period of one year after date of acceptance,against 1,Premium pine straw;famish in bales free of sticks and rubbish or Metals-Mulrh, sides win an approved ten cutter.Remove sides ofwood,n boxes after partial hacldilling so CALABASAS,CA 91302 defects ind din death and unsadade growth except fordefeds resulting from neglect as spec a pan as not to tlamage root balls. )310.670.9144 info h e.wm TREES,PLANTS AND GROUND COVERS 9 rru p g g r din Ishedule. @s by Owner,abuse or tlamage by others,w unusual phenomena or inddenls which are beyond D.Dish top 0planting soli mxture to allow for mulching. s Contactors control. 2A.ACCESSORIES 1.Fors planting, d,wollional backfill berm around ed f excavations to form PART 1 GENERAL A.Topsoil:Fertile,friable,natural,or Barry parader,without a mixture o1 subsoil material,shall Pring p an ng,pmvi edge o -_ 1.01 SECTION INCLUDES B_Wanady shall not indusia damage or loss a trees,plants or ground covers caused by fires, be obtained from awelLd arable site,or tram onsite stockpile,being reasonably free shallowsaucer to collet water. 11--W^x` floods.Severe freezes not typical to the region,wind,over 75 mph or acts of vandalism. from day,lumps,coarse sends,stones,roots,dicks and otherforeign materials,with a acidity -C.-_ ,ll A Extent of landscape development work is shown on dawings and in schedules. range of between Ph 6.0 and 6.8. E.Mulch pits trenches and planted areas.Provide nM less than the following thickness of mulch C.Removeand replace trees,shrubs,or other plants found to be dead m in unhealthy condition and wNd a it i top of dem.aplanfing soil mixture and finish level win adjacent. B.Sodding°f areas disturbed duan slrudtun exclusive of d areas, du' t period.Plant missing tees,ambs antl grountl coven.Make replacements during B.Peal Moss:Brown to black In calor,weed antl seed free,granulated,raw peat or baled peat. 1.Pro'tl 31nth thidia,eee,Imalh. L A N D WISE r■ dl pave wt warranty 9 containim 1 than 1 I d basis. growth season following and of wmranty,Arm. Furnish and plant replacement whit damply g no more perces mines one ry F.Apply anti-tlesicwnt using power spay f°Provide an adequate film ovaNunka,branches, ( l r his For anting,f existing tees,palms and plant material.(thatch palms are currently proposed with requirements shown and simcifled.try pmodaOr Also,replace trees and shots which are in tlouetful C,Water.Free of substances harmful to plant grown, slams,twigs and foliage. D E S I 6 X Li for nt project) contldion of and of warranty periotl.Only on¢replacement shall he required If antl m 1.N decimal trees or shrubs are moved in full-leaf,spray win anti-aesicc2M at numery rtanly period,except fa losses a replacements due to failure le canply win spetifietl D.Slakes forTma Slakin Common and ecce table in re m d. before moving and again two weeks after plarding. D.Prior to conslmcfian activities,all free,,Palma antl plant material to be relocated. requirements g: p Bion proje - E.Watering ofaanted materials E.Guying Wire:10 a 12 gage gal,naz. wire. G.Do not prune except t remove damaged branches or as dimetad by landscape wcilaect. PART 2 PRODUCTS H.Remove and replace excesslvel a or misrormed stock resulting from ion 1.02 RELATED SECTIONS F.Turnbuckles:Galvanized steel oraluminum of size antl gage required t°provide tensile p y prune g paper coning. V� strength equal to that of guying Wall,Turnbuckles opening shall be at least 3 inches to allow .-d 2.0E TOPSOIL for periodic adjustments. I.Paint Ms over 12 inch in size with standard free paint or map...d covering exposed,It ng ° A.Section 02610-Underground Imperil Spectficatian, A.Topsail far landscape work is not available at site and shall be furnished as specified. tissue,Use paint which is waterproof,antiseptic,adhesive,elastic and free of kerosene,coal ¢ OF ,•. G.Staking and Guying Hose:Two-ply reinforced garden hose not leas than 112 inch inside lar,creosote,and other substances harmful to plants.Do nM use shellac. 52d.a �f[OR�Dk' B.Section 02935 Sodding B.Provide new topsoil which is fertile,friable,natural loam,surface soil,reasonably free or diameter. subsoil,tlay lumps,brush,weeds and other IN.,and free of roots,slumps,stones larger J.Guy and stake tees immediately after planing,as indicated 1.03 SUBMITTALS thenl2he inss in anyoh-sl dimension,and othsl...us or toxic matter hart i t°plant growth. H.Eroalon Cram]Fahric Si or equal. 1.Obtain topsoil from local sources or from areas having similar soil characledstice to that A.Comply wit provisions of Ganeal Conditions round at project site. I.Twine:Two-plyjae material. 3.23 PLANTING PALMS 2.Obtain aremil only tam naturally wall-drained sites where topsail occurs in a depth of not A$t stack as indicated In bad.Stake palms as necessary t maintain plamb or at angle shown. B.Certificates of inspection as required by governmental authaaes and mnufadtarers or less than four inches;do not obtain from bogs or marshes. J.Soil Sepaafor.I-mm-istnlfilterfabo,waterporninble and unaffected hyfreal and Brace with Hm,2'x4'woodbmcesloenailedWthme2'x4"x24'baftenswtic,he rs of vendors certifled analysis for soil amendments ntl fertilizer materials.Submit Other data Hawing. burlapu der ba en..unaly banded at 9.Pllaacebacesnts so ll20dem at a gmesont a ana,ds,mhtrank tmu,d,,gm,ndbark with 02.,4'x substantiating that materials comply with specified requiremence. 2.09 SOIL AMENDMENTS pun g pa g r A.Lime:Natural limestone containtng not Iess Man 85 percent of total carbonates,ground so K.Daina9e Fill:PASHTO M43#6;318 inch l0 314 inch clean,untlortnly gatled Slone. 24"stakes. C.Vendors certified statement for each grass seed ar lure required,stfing botanical and that not less Man 90 percent passes a 10 mesh sieve a ntl not less Man 50 percent passes a L.Erosion Control Fabric Oawil Weed Barrier or equal. B.Water palm thoaughlyimmedialely after planting. commonme,percentage by weight.and percentages of purity,germination,and weed seed 100 mesh sieve. for each grass seed spades. 2.16 ANTI-DESICCANT C.Set Date palms a minimum of4'in the ground.Aerial mot may not extend mora Man 6 inches B.Peat Humus:FS 0-P-166 and with nature and PH range suitable tar intended use,or Florida above the final hammed gad.of the palm. .. D.Soil test reports. muck. A Emulsion t flim-Earin t designed to t transpiration but retard excessive loss of type, g ages gene pertni p E.Maintenance Inscrass m:7 tie^instructions recommending procedures to be established C.Bone Meal:Commercial,raw,fine) d;a t nam en and molders from plant.. 3.24 PLANTING GROUND COVER by Owner for maintenance of landscape work for one full year.Summit prio-expiration of 20 percent phosphoric acid. ygroan perces g B.Deliver to minufacMers fully identified containers and mix in accardance with manufacturers A Space plants as shown or schemist. AtlanticBeach required maintenance panods. insanctions. D.Supegohosphat:Soluble mixture odometer!minarets;20 percent available phosphoric acid. B.Work planting sol mixture grountl sot to eliminate air pockets and leave a slight saucer _-Country Club' F.Provide reproducible As-Built daring after fine wepiance by owner. C.Ac..atable Manufacturers: tnde em,around plants t hold water.Water thoroughly after planting,laking care nM to E.Commereal FaMizer.Complete ferMizeraneutral cheacerwiH some elements derived from 1,Dow Chemical Company:Dow ax cover-I of plant with we[aril. Atlantic Beach Counts Club organic sources and containing following percentages of available plant n,M,nla: 2,Nursery Specialty Products,Inc.;Wilt-Proof. 1.04 QUALITY ASSURANCE 1.Trees and Shrubs:Minimum 10 percent available phosphoric acid,tam 3 parcentto 5 C.Mulsh areas bmlween gmuntl cave,plant;place not less than 2 inches thick. Phase t A.Landscape work shall be performed by a single firm specializing in landscape work. percent total nitrogen,and from 3 percent to 5 ta percent soluble posh. 2.17 PLANTING SOIL MIXTURE Construction Documents B.Obtain agronomic soils tests for all ptarang areas.Tests shall be performed by an approved 2.Lawns;Minimum 4 percent phsphoric add,minimum 2 percent potassium,and A.Mix:V3 pars organic soil amendment to 113 pari lorida Muck-or equivalentto 1/3 pars 3.25 TRANSPLANTING EXISTING TREES,PALMS AND SHRUBS 1600 Selva Marina Drive agronomic..it.testing laboratory and shall include fertility and suitability analysis with written percentage of nitrogen required to provide not less than one pound of actual nitrogen per clean,washed builders sand. A.Ret,to Article entitled,Planting Trees antl Shrubs. amendemns Hr ami amendments,terfilizer,and memical conditioner application ales for 1,000 sq.11 alawn area.Provide nitrogen in a form Mat will be available to lawn during Atlantic Beach,Florida 32233 roll ppeati°n,planting backfill mix,and post maintenance fertilization pogrom.Submita must period of grown. B.Add ,it amendments as recommended by soil lest in quantities necessary to bring nil mixture B.Paring:Prior to transplanting opeations,prune existing branches back 1/3 on tees and copy of..it.test to Anslata L 3.Palm Fertilizer-Slow ml"Pan Speciar granular fertilizer which in cludes Vaca to pH noting of between 5.5 and 6.0.Minerals used for pH s hossi ,s hall be commercially shrubs.Ori-king palms,prone bah existlngfronds and It,a minimum mf,urhondsaound REVISION element M ion,magnesium and manganese. produced for this purpose. central grown heart area. rte, Care m9iduV[or C.Obtain soil test from existing stockpiled topsoil,a any,to determine type and amount of 1 t2as. sr pem amendment needed for areas Mal are to receive stockpiled topsoil. F.Sa M Clean,washed builders sand free ofeall,weeds,sticks and otherdebris. C.Faaand trench type backfill,mix planting soil pray fo backfilling and st°hpileatshm. C.Handle plants so Het roots are adequately protected at all times. 2 a- oDaa- D.Plant shall enol be bound with roe ,al an erne,that would dams bark,break �n 6m% D.Ship landscape materials with candidates of inspection as required by governmental authorities. G.Organic Soil Amendment:Pinebark chunks smaller in size but not greater than 3/4 indma in D.Far ground cover and other planting beds,,nix planting sail mixture either prior to planting or p Or Y damage 4 23 E SLT Comply with governing regulations applicable to landscape materials. tliameler. apply on surface of topsoil and mix thoroughly before planting, branches,or destroy its natual shape.ar 1.Mix time with My,it poor to hong of fertilizer. E.Plant transplanted tants immediately after di E.Substitu0ons Do nM make substitutions.if specified landscape material is nm obtainable, 2.Prevent lime from contacting is of adult plants. P P y a digging. submit prom of non-availability and proposal for use of equivalent material to Architect When 2.10 PLANT MATERIALS-GENERAL 3.Apply phosphoric acid fertilizer,other Han that constkWing a portion Mcomplete authorized,adjustment of contract amount will be made. A Name and Variety,Provide plant materials M,to name and variety established by American fertilizers,directly to s,bgmde before applying planning soil and tilling, Frequiremen.Plants ts d ANSI l be moved Z60.1 Standard rfor bNursery Stock.ell, I Oil with minimum ball size codaming to Joint Committee on Horticultural Nomencta vre'Stndardaed Plant Names". E.For palms,plant in existing suitable soil ara mixNre a75% and and 25%petit. F.Malysls and material, provide Package standard products with ry mad,urers accordance analysis. G.Undep round Obstruction:9 undergoil construction.ufilitmsor ad much o,,are For other materials.provitle analysis by recognized laboratory made in accoNance win methods B.Oualay:Provide bees,shrubs and over plants complying vnM recommendations and ..miu ed in excavation of planting areas or pHs,over locations far plant material will be established by the Association of Official Agricultural Chemists,who sma.r applicable or as requirements of ANSI Z60.1'Standard for Nursery Stock-and as turner specified. PART 3 EXECUTION selectekl by Architect.Changes In 1°rafions shall be made without additional cast to Owner, further specified. C.Provide plants typical of their spades or vwisty,with normal,densely devd,pcd branches and 3.1 B EXAMINATION G.Topsail:Fine sand or loamy fine sand indigenous t Me area suitable ter plant growth Hal is vigorous,fibrous root systems.Provide only sound,healthy,vigorous plants free from 3.26 MAINTENANCE free awards.mots.stamps,rocks ImlierthanMinch diameter,organic muck,hard pan,toxic detcs,disfiguring knots,umerald inpmo fast cracks,a basions of the bark.plant A.Examine subgade,verify elevations.observe conditions under which work is to be performed, A.Begin maintenance immediately after planting.Maintain toes.shrubs and other plants until substances delomentalto plant grown,and consWdion debris sash as limerotk,concrete,and diseases,insect eggs,boors and all,lheramr,ofinf-tsimn.Plants shall have,fully and corned unsatisfactory conditions before processing with the work or notify Landscape final acceptance but in no case less than 30 day,after planning. asphalt pieces.Deliver in normally moist condition,neither muddy not at developed form without voids and open spaces. Archited if adverse condilia to ere discevered which will inhibit plant grown. B.Maintain trees,shmbs and ever plants by parting,cultivating and weeding as required for H.Toes and Shaba:Plant names indicated are to comply with"Standard Plant Names'es 0.Dig balled and burlapped plants with firm,natural balls of earth sufficient in diameter and depth healthy grown.Restore planting saucers.Tighten and repair slake and guy supports and adoped by latest edition of American Joint Coarmse of Horticultural Nomenclature.Names of to encompass the fibrous and feeding root system n.cessery for full recovery or plant 3.19 PREPARATION e..i trees and shrubs t proper Braces or n ical position as required.Reston or replace varieties enol listed consort,g-hillywith names accepted by the nursery trade.Provide Provide ball sizes complying with latest edition h American Standard for Nursery Slack. ALay out individual tree and shrub loatlons and areas far multiple plantings.Slake locations damaged mappings.Spay as required to keep trees and shmbs free of insects and dissase. It. true to botanical name and legibly tagged.Provide healthy,vigorous stock gown under Carped or loose balls are nM acceptable. and oupim areas and secure Landscape Archi eel's acceptance before slaty of planing work. o prole eggs. Make minor adjustments as may be requested. C.Verify atenn f trees,plants and ground cover beds within the first 24 hours of initial climactic and,ions similar to conditions in localityf project;tee of disease,insects,e Y w' 9° larvae and dafeds such as knots.sun-scald.or......basums adisfiguremenl.ALL PLANTS E.Provide tree species toe to normal species,character antl Imint Single Wnk trees will not be planting and not Iess Man Miss per week until final acceptance. TO BE FLO Fill#1 OR BETTER. acceptable with'Y"shape funk in Me main leader.Cups will nM be acceptable. B.In plan5ng beds,where plant are spaced 3faelon center or less,rode soil amendments required by sats test Remove Slone,over l-112 inches in any dimension,stick,mbbish antl D.For Data Palms,drench the rand zone 24 times for the that 4 months after planting wipra I.Sizes:Com with sain a dim standards of latest etlition of American Standard for F.Plant lamed in rows shall be matched i^form. other extraneous matter.Use a cutmulcher or other sirdlar equipment t work amendment fungicide labehad for landscape human soil borne ant fungal pathogens.Apply alight surface Comply wi gen piddling s p to soil. application of a waw-rel.....pi special"granular fertilizer at Me margins M the mot ball 3 nuaeryStock.A plant shell be dimensional as Larger stands in its natural position.Stock famished month,after pleading.Apply a foliar spay m soluble micronuwants.When new leaves are shall be at least minimum size indicated.Larger stack is acceptable at no atlditional cost unless G.Plano larger Man nose specified in the plats list may be used and are acceptable in most 3.20 PLANTERS evident from Me corm.begin a maintenance program for farilizati°n 3limes is year, a written change older is issued. instances,but should be verifitd by Owner. A.Place minimum 4 inch layer of gravel in bottom of planters and fill win planting soil mixture. J.Inspedwi Landscape Alchilectreserves HergMWinspedbeesndshabseither at H.The height oftees,measured from the dawn of the ball to Me tip of top hanch,shall Prue,,ce liseMe enL Facledlayearo is elevation1-112sill'bes wants ar at planter allowing place m gown or al site before plantingforcompliance win requirements for name,variety, not be less then the minimum size designated in the plant list pro,to topping and pouring. imno,planeIDemech For interior ptr eq,a soil mixture shall baa sterile mixture usedfor 3.27 CLEANING AND PROTECTION '^ carie,plantings such as Metromix or equal. A.During landscape work,store materials and equipment where tllreda. vJ and qualiy. Z 1 at. Such appm,1 shall not impair the right of inspeNon and rejection upon delivery at the site I.Coniferous trees shall be branched to Me ground. B.Keep pavements clean and worn area in an orderly condition. dung Me progress oI wok. 3.21 EXCAVATION-TREES AND SHRUBS O A Excavate pits,beds.and tenches with vertical sides and win bottom W excavation slightly C.Poled landscape work and materials from damage due to landscape a mml operations by 2.11 CONTAINER GROWN STOCK raised at center to provide proper dminap.L...anhard subsoil in bottom of excavation. other wnvadors.trades and lrespassea.Meta In protection during installation and 1.05 DELIVERY,STORAGE AND HANDLING A.Stock shall be grown in container for sufficient length of time for mot system to have maintenance periods.Treat,repair or replace damaged landscape wit,. Q A.P-1,xil tl Materials:Deliver packaged materials in continere showing weight,analysis and developed to hold its soil together,firm and whole. B.Bare Root Trees and Shrubs:Make I-ations minimum V-0'widernam root speatl antl me of manufacturer.Noted materials from deterioalion during delivery and while stored M deep enough to allow for setting of roots on a layer of coname and planting ,it mixture and site. B.N°plants shall be loose in the container. with collar at at same gale as in nursery but 2 to hes below finished grade at site.Allow,for 3.28 INSPECTION AND ACCEPTANCE 9 inch setting layer of planting soil mixture. A.When landscape work Is completed,including maintenance,upon request Architect will make f B.The and Shrubs:Provide container grown or balled and Wrapped frees and shrubs.Do not C.Container stock shall not be pot bound. an inspection to determine acceptability. V se Irees,r,hobs which have been in crud storage or heeled-in.Do nal prone prior(° C.Balled and Budepp dl(B&B)Trees and Shrubs;Make excavations minimum twice as add,as LLI delivery.Do not bead a Mni frees°,shrubs in such manner as to damage bi break ball diameter and equal to bail depth. B.Landscape work may be insp-d for accept...in parts agreeable to Architect,pravided a branches or destroy natural shape.Provide protective covering during delivery. 2.12 SHRUBS AND SMALL PLANTS work offered fainspection Is compo including maintenance and area comp....one complete U) A.Requirements for spread and height are indicated in plant list 0.Container Grown Stock Excavate as speeded for balled and burlapped stock,adjusted w size unit or area of substantial size. C.Delivar frees and shabs after prepaations for planning have been completed and plant of container witlth and depth, w mmedialely.Cover plants transported on open vehicles with a protective covering to prevent B.Measurement for height shall betaken from ground level to the average height of top of C.Where inspected landscape work does not comply with requirements,replace rel work and a wind bum.if planting is delayed more than six hours after delivery,set tees and shmbs in plant and not the longest branch. E.Ground Cover Beds:Provide a minimum 10 Inches depth,2 mi of which will be higher than continue specified maintenance until reinspected by Architect and found to be acceptable. ,hi paled from wearer ad mechanical damage,and keep roots mast. surrounding grade. Remove rejected plants and materials promptly from pmjed site. r, D.Do nM remove container grown stock ham contained until planting time. C.Single stemmed or Min plant will not be acceptable. F.Annual Bads:Pavide minimum m B inches in depth,2 to 5 inhes of"ih shall b°higher Man U D.Side branches shall be suraunaing grade. END OF SECTION In generous,well-twiggetl and.Me plan)as a whole,wall-0ushetl to ground. Q E.Label at least one tee and ane shah d each vowin a securely attached waterproof G.Dispose of suhsail removed from landscape excavations,Do that Mix with planting soil or use Z tag bearing legible designation of bmanical and ccommmmon name. E.Plant shall be in moist,vigorous condition,free from dead wood,bot-or other mot or as backfill. Q bench injures. 1.06 PROJECT REQUIREMENTS F.Provide plant established and well-rooted in removable containers or integral peat pots and H.Fill excavations for Trees and ambs with water and allow to percolate out before planting. J A.Pr....d with and complete landscape work as rapidly es portions of site become available, with less Han minimum number and length annum are required by ANSI 260.1 for pest see 3.22 PLANTING TREES AND SHRUBS working within seasonal limitations for each Wind of landscape work required. shown or listed. A.Set balled and Wrapped IBBB)stock on layer of compaded planting,it mixture,plumb and in center of pit or larch with top of ball at same eI...ban as atljacant finished landscape B.UtilBies:Determine location of underground and above ground utilities and perform work in gades.When set,place additional plan5ng nil nal around sides and base and eliminate manne, which will avoid possible damage.Hand excavate,as required,to minimize possibility 2.13 FERTILIZER voids and air pahels.Lay back Wrap to expose tip of root ball to soil mixture.When of damage to underground utilities.Maintain gratle stakes set by,thed until removal is A.Plant fertilizer Type A,commercial type,maturing at least 12 percent nitrogen,12 percent ..ation is approximately 213 full,water thoroughly before placing remainder of backfill. - manually agreed upon by all paries concerned. phosphooc acid.and 12 percent potash and m,,,romposidon is at least 50 percent Organic so Repeat watering until no more is absorbed.Water again after Finding final layer of backfill. as to provide a conhnu..s time release header. Remove bump from sides of balls;retain on bottoms. C.Excavation:When condition,tleHmental to plant growth are encountered,such as obble fill, 1.Preferred Type:Pelletized or briquette forth,such as Agriform tablets for use In planting adverse drainage conditions or obstructions,mAiy,A,chaed before planting. shrubs and tees on an individual basis. B.Set bare root stack on cushion of planting soil mixture.Spread roots,carefully work badmil 2.Gamier Type A to be incorporated into topsoil of planting beds,annual basis and ground m,,d oat by hand.and paddle with water until hackfill layers are completely satuala. D.Planting Schedule:Prepare a proposed planting schedule.Schedule dates for each type of cover beds. Plumb before backfilling and maintain plumb mile working backfill around roots and placing landscape wont,tluring normal seasons for suer work to areof site.Correlate mM specified layers abov root.Sel collar one Inch to lw,inches below adjacent finish lantlacape grades. maintenance periods 10 provide maintenance until final c,ma wkm of worn untler contract Spread cul roots without[angling or fuming up to surface.Cut injured roots clean,do not g 2.14 MULCH break _ E.Coordination with Lawns:Plant tees and shabs enter final gatled are established and prior A.Fa Use in Backfill Mixtures:Well-shredd,d pine bark or native hartlwood not larger Man 112 _ - toplantingoflame.unless otherwise acceptable to Landscape A,atec.If planting in inch in width. �� antl shabs occurs after lawn work,protect lawn areas and promptly repair damage f°lawns L 15 _ resutng hem planting operations. _SCALE:,wile scut- - DRMFLadd B.Rolxir,RLA-- m ...--..___52.......... PROJECT ND'2022-352 05-23-23 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS CONTRACTOR SHALL ASSURE ALL FINISH MATERIALS,DELIVERY GENERAL FINISH NOTES FLOORING MISCELLANEOUS FINISHES WOODWORK GENERAL NOTES STONE&QUARTZ GENERAL NOTES 26550 AGOURA ROAD,SUITE 106 AND INSTALLATION MATERIALS/METHODS COMPLY WITH CALABASAS,CA 91302 SPECIFIED FINISH MANUFACTURER'S GUIDELINES AND MEET 1. DO NOT SCALE DRAWINGS. I. ALL AREAS RECEIVING NEW FLOORING ARE TO HAVE THE 1. PREPARE EXISTING TO REMAIN WOOD DOORS TO RECEIVE I SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL 1. ALL QUESTIONS CONCERNING ANY STONE DESIGN INTENT ALL REQUIRED STATE AND LOCAL CODES. E%ISTING FLOORING REMOVED.SUBSTRATE SCRAPED. NEW PAINTED FINISH.CONTRACTOR TO REMOVE ALL SOIL, ARCHITECTURAL WOODWORK TO HINT I HARRIS INTERIORS SHOULD BE DIRECTED TO HINT I HARRIS INTERIORS AT 2 310.670.9144 iMo@sheo-ae.can 2. ALL FINISHES REQUIRED BY THE INTERIOR DESIGNER ARE CLEANED AND PREPARED FOR NEW FINISHES.SUBSTRATE GREASE AND FOREIGN MATTER WITH A MIXTURE OF SPIC AND FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.SHOP 404.492.5997. T, du•ws INCLUDED HEREIN.SHOULD THERE BE ANY DISCREPANCIES. SHALL BE SMOOTH,EVEN AND FREE OF DEFECTS.REPAIR ANY SPAN.LEAK X.OR SIMILAR STRONG CLEANER.RINSE WELL DRAWINGS SHOULD INDICATE ALL DIMENSIONS,FINISHES. GENERAL FINISH DEMOUTiON NOTES DISCONTINUED OR DELAYED MATERIALS.THE INTERIOR DAMAGE TO THE SUBSTRATE AS IS NECESSARY FOR PROPER WITH CLEAR WATER.ALLOW TO DRY THOROUGHLY.SAND HARDWARE AND MOULDING PROFILES.INCLUDE CUT SHEETS 2 SHOP DRAWINGS FOR ALL TEMPLATES WHERE STONE/QUARTZ m DESIGNER 15 TO BE NOTIFIED IMMEDIATELY AND CONSULTED INSTALLATION OF THE NEW FLOOR FINISH OR BRING TO THE VARNISH A PREPARE SURFACE.REMOVE ALL DUST.PATCH FOR APPROVAL FOR ALL HARDWARE 70 8E SUPPLIED.SHOW IS SPECIFIED TO BE SUBMITTED TO HINT I HARRIS INTERIORS ANY DAMAGED AREAS WITH WOOD PUTTY.PAINT PER FINISH CONSTRUCTION GRADE,INTENDED FINISH.DESIGN AND FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.SHOP 1. DO NOT SCALE DRAWINGS. BEFORE PROCEEDING.ND SUBSTITUTIONS OF MATERIALS WILL ATTENTION OF THE INTERIOR DESIGNER. SPECIFICATIONS. CONSTRUCTION DETAILS. DRAWINGS SHOULD INDICATE ALL DIMENSIONS,TION.AND BE ACCEPTED WITHOUT THE INTERIOR DESIGNER'S/CLUB'S 2. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND APPROVAL. 2. INSTALL ALL FLOORING IN ACCORDANCE WITH 2. CONTRACTOR TO SAND ALL WOOD TRIM SMOOTH IN 2. QUALITY STANDARDS FOR ARCHITECTURAL WOODWORK EDGE DETAILS. MATERIALS TO COMPLETE DEMOLITION,REMOVAL AND MANUFACTURER'S INSTRUCTIONS.CONTRACTOR TO SUBMIT PREPARATION FOR NEW PAINT APPLICATION AND PROVIDE SHALL COMPLY WITH AWI PREMIUM GRADE STANDARDS, RE-USE OF ITEMS AS SHOWN ON DRAWINGS. 3. ALL MATERIAL PRICING SHOWN IS FOR MATERIAL COST ONLY ACTUAL SAMPLE OF ALL FLOORING SPECIFIED TO THE SMOOTH SURFACE SUBSTRATE FOR NEW PAINT, LATEST EDITION. 3. SUBMITTALS TO BE PROVIDED TO HINT I HARRIS INTERIORS HINT ` AS SUPPLIED BY THE MANUFACTURER'S REPRESENTATIVES AND INTERIOR DESIGNER FOR APPROVAL PRIOR TO INSTALLATION. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. HARRIS INTERIORS 3. THE CONTRACTOR SHALL PROTECT THE T EXISTING TO REMAIN 3. NEW DOOR HARDWARE IN AFFECTED AREAS IS TO MATCH 3. GROMMET INSERTS AT COUNTERTOPS TO BE FIELD INSTALLED DOES NOT INCLUDE SUCH ITEMS AS THE CONTRACTOR'S 4. NATURAL STONE TO RECEIVE COLOR PENETRATING SEALER PROPERTY INCLUDING,BUT NOT LINKED TO,WALLS, DOOR HARDWARE ADJACENT OF ADJACENT DOORS.FINISH AND COORDINATED WITH CLUB. WINDOWS,FLOORS,CEILINGS,PLUMBING FIXTURES,DOORS, MARK-UP,FREIGHT,INSTALLATION,CARPET PAD,TAX, 3. ALL CARPETING IS TO 8E INSTALLED OVER COMMERCIAL AND LEVER STYLE TO BE CONSISTENT WITHIN ROOM.CONSULT FRAMES,FINISHES,ELECTRICAL EQUIPMENT,AND DATA WAREHOUSING,DELIVERY,ETC. GRADE DOUBLE GLUE DOWN SYNTHETIC PAD AS SCHEDULED. WITH CLUB ON FUNCTION. 4. CONTRACTOR TO COORDINATE ALL CABINET DIMENSIONS AS REQUIRED. 7 LENOX POINTE COMMUNICATIONS. REFER TO FINISH SPECIFICATIONS. 4. INSTALL ALL CERAMIC TILE MATERIALS PER MANUFACTURER'S WITH EQUIPMENT.SEE CLUB PROVIDED EQUIPMENT ATLANTA,GA 30324 4. CONTRACTOR SHALL VISIT JOBSITE.TAKE MEASUREMENTS. WRITTEN RECOMMENDATIONS FOR SUBSTRATE CONDITIONS, SPECIFICATIONS. 5. ALL STONE AND QUARTZ SEAMS TO RECEIVE COLOR MATCH 404.492.5997 4. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRIERS VERIFY ALL EXISTING CONDITIONS AND CONSTRUCTION, 4. BUTT VINYL PLANK TIGHTLY TO ADJACENT VERTICAL SURFACES. AND PER TCNA SPECIFICATIONS,LATEST EDITION.PROVIDE CAULK AND SHOULD BE MINIMALLY VISIBLE. PRESIDENT:KELLEY HARRIS AS REQUIRED TO SEPARATE EXISTING WORK FROM VERIFY ALL EXISTING INFORMATION GIVEN IN THIS PACKAGE THRESHOLDS.NOSINGS AND EDGINGS.SCRIBE AROUND WATER BARRIER MEMBRANE AT ALL WET AREA/TIOILET AREAS. 5. PROVIDE END SPLASH WHERE COUNTERTOP IS ADJACENT TO NEW/RENOVATED WORK AND PROTECT ADJACENT CLUB PRIOR TO COMMENCING WITH ESTIMATE/WORK. OBSTRUCTIONS.EXTEND FLOORING INTO TOE SPACES,DOOR PROVIDE CEMENTITOUS BACKERBOARD AT ALL CERAMIC SIDE WALLS.UNLESS OTHERWISE NOTED.REFERENCE 6. ALL JOINTS WHERE COUNTERS DIE INTO WALLS,BACKSPLASH PROPERTY WHILE DEMOLITION AND FINISH INSTALLATION IS IN REVEALS,CLOSETS AND SIMILAR OPENINGS. CEILING AND WALL TILE INSTALLATIONS.BACKERBOARD ELEVATIONS AND DETAILS FOR FORMED SIDE SPLASH OR OTHER CABINETRY TO RECEIVE COLOR MATCH CAULK SO PROGRESS. SEAMS TO BE PROPERLY TAPED AND FINISHED BY DRYWALL LOCATIONS. THAT NO GAPS ARE VISIBLE. 5. HOURS OF OPERATION AND METHOD OF MATERIAL DELIVERY, SUBCONTRACTOR IN PREPARATION FOR CERAMIC TILE 5. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE STORAGE AND DISPOSAL ARE TO BE COORDINATED WITH THE 5. INSTALL VINYL PLANK SO THAT GRAINING RUNS IN THE SAME INSTALLATION. 6. ALL QUESTIONS CONCERNING THE MILLWORK DESIGN INTENT BUILDING DAILY.ALL ITEMS BEING RE-USED BY THE CLUB CLUB PRIOR TO COMMENCING WITH WORK. DIRECTION.MATCH PLANKS FOR COLOR AND PATTERN BY SHOULD BE DIRECTED TO HINT I HARRIS INTERIORS AT (FURNITURE.DECORATIVE LIGHTING,EQUIPMENT.ETC.)ARE USING TILES FROM CARTONS IN THE SAME SEQUENCE AS 5. REFERENCE ID DRAWINGS FOR THRESHOLD CONDITIONS AT 404.492.5997. TO BE CAREFULLY REMOVED AND STORED AS DIRECTED BY 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT SAMPLES MANUFACTURED AND PACKAGED. DISSIMILAR MATERIALS.ALL FLOORING TRANSITIONS SHALL THE CLUB. AS OUTLINED IN THE SPECIFICATIONS FOR APPROVAL PRIOR MEET ADA REQUIREMENTS. 7. ALL MILLWORK TO BE SHOP PAINTED OR STAINED WHERE 6. EXISTING CLUB STANDARD DOORS,FRAMES,DOOR TO PROCUREMENT,ANY WORK DONE WITHOUT SAMPLE 6. FLOORING SUBCONTRACTOR TO SUBMIT LAYOUTS OF CARPET, POSSIBLE. HARDWARE.LIGHT FIXTURE5.ETC..REMOVED DURING SUBMITTAL AND APPROVAL OF SAMPLE WHERE REQUESTED.15 AND ALL OTHER FLOOR FINISHES AS INDICATED IN THESE 6. REPLACE ALL EXISTING FLOOR DRAIN COVERS WITH NEW DEMOLITION AND NOT REUSED FOR THIS PROJECT ARE TO BE SUBJECTTO FINISH REJECTION BY THE INTERIOR DESIGNER. DRAWINGS.SUBMITTAL SHALL INDICATE EXACT FIELD SQUARE,OIL RUBBED BRONZE FINISH COVERS.SUBMIT CUT B. RUNNING AND STANDING TRIM AND SPECIALTY MOULDINGS DIMENSIONS AND CONDITIONS,GRAIN DIRECTIONS,AND SHEET FOR APPROVAL.NEW DRAIN COVERS ARE TO BE ARE CUSTOM,AND ARE NOTTO BE SUBSTITUTED. STORED IN AN AREA DESIGNATED BY THE CLUB QR 7 ALL EXISTING GYP.BOARD PARTITIONS AND CEILINGS SIZES AND LOCATIONS. PROTECTED THROUGHOUT CONSTRUCTION AND DISCARDED AT CLUB'S DIRECTION. INSTALLATION OF NEW TILE FINISHES,AND TO HAVE LIKE-NEW 9. ALL ELECTRICAL LIGHTING OR ELECTRICAL DEVICES THAT 7. ALL TEMS LISTED AS"EXISTING TO REMAIN"ARE TO BE CRACKS,DAMAGE.ETC.AND PATCHED ACCORDINGLY AND 7. AT ALL NON-CARPET FLOORING LOCATIONS,PROVIDE CAULK SCHEDULED REMAIN ARE TO BE CHECKED FOR HOLES. APPEARANCE AT SUBSTANTIAL COMPLETION. OCCUR IN MILLWORK TO HAVE COMPONENTS CONTAINED THOIROUGHLY CLEANED AND CHECKED FOR PROPER PREPARED FOR NEW FINISHES. TO MATCH FLOORING COLOR TO TRANSITION JOINTS FROM 7- ALL NEW EXIT SIGNAGE TO BE LITHONIA OR EQUAL,PRECISE, WITHIN MILLWORK ANDCONCEALED FROM MEMBER VIEWS. tf OFF/O,p/ WORK NG We.G CONDITION AND REPAIRED/REPLACED AS IS DOOR JAMBS TO ADJACENT FLOORINCx. LED.EDGE LIT,CLEAR ACRYLIC WITH GREEN LETTERING. TO. IF FIELD CONDITIONS VARY FROM INTERIOR MILLWORK h~JrNNL dq aev NECESSARY FOR"LIKE-NE 'CONDITION. ALL SURFACES TO RECEIVE A FINISH APPLICATION SHALL BE DRAWINGS,NOTIFY HINT I HARRIS INTERIORS PRIOR TO Digitally signed COMPLETELY SMOOTH,CLEAN AND FREE OF DEFECTS. B. PRIOR TO INSTALLATION OF NEW FLOORING MATERIALS, 8. ALL NEW OWNER SUPPLIED DECORATIVE LIGHT FIXTURES FABRICATION OR INSTALLATION. B. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING Suzann ID69a1 c SURFACK NOT MEETING THE FINISH MANUFACTURER'S CONTRACTOR SHALL SECURE THE SERVICES OF AN (CHANDELIERS,SCONCES,ETC.(TO BE WIRED TO DIMMING by Suzanne _, - TO REMAIN WALLS.DOORS,SOFFITS.ETC.DAMAGE MUST BE SUBSTRATE REQUIREMENTS SHALL BE REPAIRED OR BROUGHT INDEPENDENT TESTING AGENCY TO PERFORM RELATIVE SYSTEM PER FIXTURE TYPE. I1. ALL PAINT GRADE MILLWORK TO RECEIVE SEMI-GLOSS PAINT REPAIRED.RETURNING ITEM TO ORIGINAL CONDITION. Jacobs e TO THE ATTENTION OF THE GENERAL CONTRACTOR/INTERIOR HUMIDITY TESTS ON THE EXISTING SLAB PER ASTM TESTING FINISH,TYP.UNLESS NOTED OTHERWISE. C IHTERIO P. WHERE A DEMOLISHED PARTITION ABUTS AN EXISTING TO DESIGNER TO HAVE SURFACES CORRECTED PRIOR TO REQUIREMENTS 1(31 TESTS PER FIRST 1000 SF,(1)TEST PER EACH 9. ALL NEW MECHANICAL DEVICES(SWITCHES,OUTLETS.COVER Date: REMAIN PARTITION.THE EXISTING TO REMAIN PARTITION IS TO BEGINNING FINISH APPLICATION. ADDITIONAL 1000 SFI.RESULTS ARE TO BE REVIEWED AND PLATES,FTC.(OCCURRING IN LIGHT VALUE PAINTED WALLS TO I2. ALL CABINET DOORS TO RECEIVE FULLY CONCEALED. _ BE PATCHED AND REPAIRED TO A LIKE NEW CONDITION, APPROVED BY THE INTERIOR DESIGNER PRIOR TO BE SMOOTH WHITE.ALL EXISTING MECHANICAL DEVICES SOFT-CLOSING HINGES UNLESS NOTED OTHERWISE. ZO23.OS.22 m�m (SWITCHES,OUTLETS,COVER PLATES.LTC.(TO BE REPLACED Jacobs PRIOR TO NEW FINISH APPLICATION. 9. THESE DRAWINGS INDICATE MATERIALS AND METHODS OF INSTALLATION OF THE NEW FLOORING.THE COST FOR TESTING t 5:14:12-04�00� ==Z=74 � INTERIOR CONSTRUCTION TO SET STANDARDS OF QUALITY SHALL BE IN THE CONTRACTOR'S BID COST. 50 THAT ALL EXPOSED PARTS ARE SMOOTH WHITE.ANY I3. ALL CABINET DRAWERS TO RECEIVE FULL EXTENSION,HEAVY I0. ALL DAMAGE ON EXISTING TO REMAIN PARTITIONS SHALL BE AND/OR PERFORMANCE.OTHER MATERIALS AND/OR COVER PLATES THAT OCCUR ON DARK PAINTED WALLS OR DUTY.SIDE MOUNT.SOFT-CLOSING DRAWER GLIDES UNLESS REPAIRED TO PROVIDE ALIKE-NEW FINISH SURFACE METHODS WILL BE CONSIDERED BY THE INTERIOR DESIGNER 9. IF REMEDIATION IS REQUIRED.THIS COST WILL BE EXCLUSIVE OF STAINED SURFACES TO BE SMOOTH BROWN. NOTED OTHERWISE. APPEARANCE. FOR ACCEPTANCE,PROVIDED THEY DO NOT ALTER THE BASE BID COST AND DEPENDENT ON THE SCOPE NECESSARY 10. ALL EXISTING DEVICES IN AFFECTED AREAS SUCH AS VISIBLE APPEARANCE ORIGINALLY INTENDED. TO OBTAIN A SUBSTRATE VIABLE FOR NEW FLOORING THERMOSTATS OR OTHER MISCELLANEOUS FIXTURES TO BE 14. ALL CABINET DOORS AND DRAWERS WITH LOCKS TO RECEIVE - I I. AT PROJECT AREAS INDICATED,REMOVE EXISTING MATERIAL INSTALLATION.FOR THE PURPOSES OF REPLACED AND TO HAVE SMOOTH WHITE FINISH IN LIGHT CAM LOCKS IN FINISH TO MATCH SPECIFIED CABINET 1' FLOORING/BASENOTED DRAWINGS.PREPARE/LEVEL VALUE WALLS,BROWN AT DARK PAINTED OR STAINED WALLS. HARDWARE.ALL LOCKS WITHIN EACH AREA TO BE KEYED FLOORING SUBSTRATE TE AS REQUIRED UIRED TO RECEIVE NEW 10, ALL CONTRACTORS SHALL CARRY ADEQUATE LIABILITY CONSTRUCTION PRICING.CONTRACTOR TO ASSUME THAT ALIKE. FLOORING SPECIFIED.DENTS,DIMPLES OR BUMPS WHICH INSURANCE AS MAY BE REQUIRED.CONTRACTOR SHALL ALL FLOORING SUBSTRATES(INCLUDING AT NEW TILE I I. IN ROOMS THAT RECEIVE NEW CEILING MATERIAL REPLACE TELEGRAPH THROUGH NEW FLOORING SURFACES WILL NOT PROVIDE ADEQUATE PROTECTION OF WORK,MATERIALS, FLOORING)WILL REQUIRE REMEDIATION AND SET AN 15. ALL ADJUSTABLE SHELVES TO HANG ON HEAVY DUTY METAL BE ACCEPTABLE.ADHESIVE FROM REMOVED BASE IS TO BE PROJECT AND BUILDING.ETC.,FROM LOSS OR DAMAGE BY ALLOWANCE FOR SUCH. ALL CEILING MOUNTED DEVICES TO INCLUDE HVAC GRILLES, SHELF PINS,IN FINISH TO MATCH ADJACENT PULLS. Atlantic Beach SANDED SMOOTH PRIOR TO INSTALLATION OF NEW BASE. FIRE,THEFT,ETC.,AS REQUIRED BY CLUB. SPRINKLER HEADS.SENSORS AND MISC. 10. THE FLOORING INSTALLER SHALL COORDINATE WITH THE 12. EVALUATE ALL HVAC SYSTEMS BASED ON CLUBS 16. ALL PAINT GRADE SHELVES TO HAVE SOLID WOOD EDGE.NO 12. REMOVE ALL FLOORING/WALL/CEILING MATERIALS AT ALL 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR JANITORIAL/HOUSEKEEPING STAFF TO ASSURE THAT THE OBSERVATIONS AND NEEDS. EXPOSED PLYWOOD EDGES,TYP. INTERIOR SURFACES TO REMAIN.PREPARE SUBSTRATES TO Atlantic Beach Country Club OBTAINING ALL REQUIRED BUILDING PERMITS,INSPECTION PROPER MAINTENANCE PROCEDURES ARE UTILIZED IN A RECEIVE NEW FINISH MATERIALS SPECIFIED. CERTIFICATES,AND HEALTH DEPARTMENT APPROVALS. MANNER THAT ACCOMMODATES FUTURE CLUB 13. ALL SPRINKLER HEADS LOCATED IN NEW DRYWALL CEILINGS 17. ALL EXPOSED SURFACES OF CABINET INTERIORS TO BE WHI7E Phase 1 13. REMOVE ALL WALL FINISH MATERIALS AT EXISTING TO REMAIN MAINTENANCE.THE SUBCONTRACTOR'S INTENT SHALL BE ARE TO BE FLUSH/RECESSED HEADS WITH COVERS BEING MELAMINE OR APPROVED ALTERNATE UNLESS NOTED PARTITIONS.PREPARE EXISTING WALLS TO REMAIN TO RECEIVE 12. THE INTERIOR DESIGNER HAS NOT CONDUCTED ANY THAT THE GENERAL CONTRACTOR INCURS ONE COST FOR FACTORY CUSTOM PAINTED TO MATCH THE CEILINGS IN OTHERWISE. Construction Documents NEW FINISH MATERIALS.SAND ADHESIVE FROM REMOVED INVESTIGATION AS TO THE PRESENCE OF ASBESTOS OR ANY INITIAL FLOORING MAINTENANCE,PRIOR TO'TURN-OVER"TO WHICH THEY OCCUR. 18. ALL METAL FABRICATION TO HAVE CLEAN AND SMOOTH 1600 Selva Manna Drive WALLCOVERING SMOOTH AND SKIM COAT PARTITION AS OTHER HAZARDOUS SUBSTANCES ON THE PROJECT SITE AND CLUB.IT IS ALSO THE RESPONSIBILITY OF THE GENERAL WELDS WITH NO VISIBLE SEAMS.ALL FASTENERS TO BE Atlantic Beach,Florida 32233 REQUIRED AT WALLS TO RECEIVE NEW PAINT FINISH.DENTS, ASSUMES NO RESPONSIBILITY WITH RESPECT TO THE SAME.NO CONTRACTOR TO ASSURE THAT THE MANUFACTURER'S 14. ALL FEC CABINETS TO BE ELECTROSTATICALLY PAINTED TO CONCEALED. IRREGULARITIES OR ROUGH SURFACES AT PARTITIONS TO PRODUCTS CONTAINING ASBESTOS OR UREA FORMALDEHYDE WARRANTY IS UPHELD DURING THE INITIAL MAINTENANCE MATCH THE WALL ON WHICH THEY OCCUR. REVISION RECEIVE NEW WALL FINISHES WILL NOT BE ACCEPTABLE. WILL BE ACCEPTED. EXERCISE. 19. ALL METAL FINISHES TO BE SUBMITTED FOR REVIEW AND no. Dais oescwcnan 15. HVAC CEILING DIFFUSERS/GRILLES TO BE FACTORY OR FIELD APPROVAL PRIOR TO CONSTRUCTION. 14. NOTE THAT THESE DRAWINGS REFLECT INTENDED PROJECT PAINTEDTO MATCH THE CEILING/WALL COLOR ON WHICH IT 13. DISPOSAL OF ALL CHEMICALS MUST BE DONE IN 11. AT TIME OF SUBSTANTIAL COMPLETION.PRIOR TO FINAL OUTCOME.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OCCURS. 20. FABRICATOR TO COORDINATE ALL GROMMETS AND WIRE 3 a13LL43 �3,co COORDINATE THE EXTENT OF NECESSARY FINISH DEMOLITION ACCORDANCE WITH ALL APPLICABLE LAWS,CODES AND ACCEPTANCE.ALL NEW FINISH MATERIALS SHALL BE AT THE EXISTING CONSTRUCTION IN ORDER TO ACHIEVE THE ORDINANCES. THOROUGHLY GLEANED,IN ACCORDANCE WITH THE 16. CONTRACTOR SHALL SALVAGE ANY UNUSED CARPEL AND MANAGEMENT LOCATIONS WITH ELECTRICAL LOCATIONS. asnz3 Lt;arnO SEi FINAL NEW FINISH INSTALLATION AS INDICATED. MANUFACTURER'S PRINTED INSTRUCTIONS AND THE CLUB'S CEILING TILE.ALL MATERIALS FOR ATTIC STOCK SHALL BE 21 IF EQUIPMENT 15 TO BE LOCATED WITHIN MILLWORK,GENERAL 14. THE EXTENT OF WORK SHALL BE LIMBED TO THAT INDICATED REQUEST. FROM THE SAME DYE LOT AS INSTALLED MATERIAL.STORE CONTRACTOR AND FABRICATOR ARE TO COORDINATE FINAL ON THE CONTRACT DOCUMENTS.NO ADDITIONAL WORK MATERIALS AS DIRECTED BY CLUB. DIMENSIONS WITH EQUIPMENT SPECIFICATIONS TO ENSURE SHALL BE DONE WITHOUT THE CLUBS WRITTEN APPROVAL. PROPER FIT. M TOCK EQUAL TO THE ANY ADDITIONAL WORK PERFORMED WITHOUT CONSEQUANTITY ORDERED FOR EACH 17. CONTRACTOR SHALL PROVIDE ATTIC TTICOF STOCK FOLLOWING FINISHES: SHALL BE DONE AT THE GENERAL CONTRACTOR'S EXPENSE. PAINT 6%OF CARPET 22. ALL SUBSTRATES AND DIE WALLS WHERE STONE OR QUARTZ 15 1% CERAMIC TILE/TRIM SPECIFIED TO RECEIVE STEEL BRACKETS FOR ADDITIONAL 15, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR I APPLY ALL PAINT IN ACCORDANCE WITH MANUFACTURER'S 3%TIN GALLONS,MINIMUM(7)GALLON)OF EACH SUPPORT.SECURE TO STRUCTURE.ALL BRACKETS TO BE COORDINATING THE WORK WITH THE CLUB AND COMPLYING PAINT TYPE SPECIFIED UNOPENED WITH FORMULA MIX CONCEALED AND SHOULD NOT BE VISIBLE BELOW FINISHED WITH THE CLUB'S RULES AND REGULATIONS.NOTIFY THE INSTRUCTIONS AND FINISH SPECIFICATIONS.PAINTING gryO PAINT CODE NOTED ON CAN. COUNTER SURFACE. INTERIOR DESIGNER OF ANY CONFLICTS. SUBCONTRACTOR SHALL SUBMIT A MINIMUM OF(3)B 112"% I I"SIZE PAINT SAMPLES SHOWING COLOR AND FINISH/SHEEN 23. ALL WOOD BLOCKING AND FRAMING IN MILLWORK TO BE 16, UPON AWARDING CONTRACTS TO SUBCONTRACTORS.THE OF EACH PAINT COLOR SPBORED TO INTERIOR DESIGNER FIRE TREATED. GENERAL CONTRACTOR SHALL SUBMIT TO THE INTERIOR FOR APPROVAL. DESIGNER A SCHEDULE FOR ALL LONG LEAD TIME ITEMS ON 2 ALL PAINT SURFACES ARE TO RECEIVE ONE PRIMER COAT THE PROJECT(I.E.MATERIALS,HARDWARE,FINISHES,ETC.) AND A MINIMUM OF TWO FINISH COATS.PRIME ALL AND SHALL BE RESPONSIBLE FOR NOTIFYING THE INTERIOR SURFACES ACCORDING F MANUFACTURER'S w DESIGNER AND CLUB AS TO ANY ITEM WHICH MAY CAUSE THE SPECIFICATIONS.THE NUMBER OF COATS SPECIFIED IS THE FIR JECTTO BE DELAYED,PRIOR TO ORDERING THAT ITEM. MINIMUM NUMBER REQUIRED.APPLY ADDITIONAL COATS Z 17. FIELD CHANGES REQUESTED BY THE CLUB MUST BE REVIEWED. WHEN UNDERCOAT OR OTHER CONDITIONS SHOW LL.I PRICED AND APPROVED BY THE CLUB/INTERIOR DESIGNER THROUGH FINAL COAT OF PAINT OR UNTIL PAINT FILM 15 OF U PRIOR TO IMPLEMENTATION.CONTRACTOR SHALL INDICATE UNIFORM FINISH,COLOR AND APPEARANCE. HOW CHANGES WILL AFFECT THE COMPLETION DATE WITH 3. ALL MISCELLANEOUS GRILLES,PLATES,ETC.OCCURRING ON U SUBMISSION OF CHANGE ORDER PRICING. WALLS OR CEILINGS ARE TO BE PAINTED TO MATCH W LLI ` 18. THE GENERAL CONTRACTOR,DURING AND AT THE SURFACES ON WHICH THEY OCCUR.PAINT TO BE APPLIED Z COMPLETION OF THIS WORK,SHALL LEAVE ALL OCCUPIED, PER MANUFACTURER'S RECOMMENDATIONS FOR SUBSTRATE r �_ 0 AND WORK AREAS AND FINISHED SPACE IN A CLEAN AND ON WHICH THEY OCCUR. ljf LL Z ACCEPTABLE CONDITION CLEAR OF MATERIALS.FINAL REFER TO ID FINISH SPECIFICATIONS FOR FINISH/SHEEN OF W aZS J CLEAN UP INCLUDCS BUT IS NOT LIMITED TO,THE INTERIOR OF q, CEILINGS,WALLS,AND TRIM AND DOORS.PRIMER SHALL BE Q Q MILLWORK,WINDOWS,MULLIONS AND SILLS,BLINDS,LIGHT LATEX PRIMER/SEALER FOR SURFACE APPLIED,AS = LLI FIXTURES,AND DOORS. RECOMMENDED BY MANUFACTURER FOR SURFACE 0 W 19. CONTRACTOR IS TO PROVIDE ALL FINISH MATERIAL SUBSTRATE. D Z SPECIFICATIONS/PROJECT CLOSEOUT DOCUMENTS TO CLUB 5. APPLY RECOMMENDED PRIMER FOLLOWED BY A PRO O W AT COMPLETION OF PROJECT,INCLUDING MANUFACTURER'S INDUSTRIAL PRE-CATALYZED WATER BASED EPDXY, WARRANTY AND MAINTENANCE INFORMATION. SEMI-GLOSS FINISH PAINT ON ALL INTERIOR METAL DOORS. m 20. THESE DRAWINGS ARE THE GRAPHIC AND PICTORIAL TOOL PAINTED INTERIOR METAL WINDOW FRAMES.AND HOLLOW J FOR ASSISTING THE GENERAL CONTRACTOR IN HIS BIDDING METAL DOOR FRAMES.REFERENCE REMARKS FOR U PROCESS.THE INTERIOR DESIGNER DOES NOT ASSUME EXCEPTIONS. RESPONSIBILITY FOR ERRORS,AND/OR OMISSIONS IN THE 6. ALL FIRE EXTINGUISHER CABINETS TO BE ELECTROSTATICALLY Z GENERAL CONTRACTOR'S BID.IT 15 THE RESPONSIBILITY OF THE PAINTED TO MATCH THE WALL ON WHICH THEY OCCUR. Q GENERAL CONTRACTOR TO PERFORM AN ON-SITE INSPECTION TO COVER ANY ITEMS NOT INDICATED ON THESE DRAWINGS AND SHALL NOTIFY CLUB AND THE INTERIOR DESIGNER AT ONCE OF ANY ERRORS,INCONSISTENCIES OR OMISSIONS DISCOVERED PRIOR TO THE START OF WORK. 1 -ID0.01 - - 5Ca1E asrvo>Eo DAAWN BY' LHMGI.R4 PROJECT NO'.2022454 OW123 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 310.670.9144 infD@shepae.Lam O -"r-_ HINT - - - _ HARRIS INTERIORS PATRL-- ' 7 LENOX POINTE ATLANTA,GA 30324 404.492.5997 PRESIDENT:KELLEY HARRIS _ - _ - -:MEN'S. _ _ . _ _ _ _ _ _ __ _ _ _ _ _ -_ _ _ _ _ _ __ _ _ _ :."PCCESSIeL$_".''-:"'"_"'" ::'mND9W _ _ - D` : - _.-LElES.. RBsixDGl+ LlDUQR - - - FF 1E U 1 pHi - -''4irorfADES-_- "� _ .. '--:J'DOD Sp NES O a acre dNOES'el1fE- PRNAiE--.t-:':-uEeTI�DL�-:. Farms - -'sEU1111--.-_. Digitally signed y _ ._ _- :EDE3:__YEsRE:- Suzan ._ _��._ . -T1e" . _ _ _ _ _ _ _ _ __- _ _ _ _ _ _- _ _ by Suzanne � ID6962 � _ _ atcEssRCE- ms9,eeE - - - ne Jacobs i. RESiaDD» - :fgESTR4D. - _ ' Date: _: :: J•'T�..: _ .6EPli- - 2023.0$.22 2NTER7 :'tadt,=R PREEN Y31 7x $.$.18-04 D _ R G Rit _ :=4L IND-'- cobs WOMMYS-::.-VESTIBULE:- n99 .--_YFSTfiNIE �.' _ lOr.17ERe. L _ _ DIWXfi-- -118LL-' - -'VEGTIHVLE',-•.'J -.Y6S = - -= _ �Tu R. - -:.AE POP - -ixl:- _ _ _ _ -Tit" is .:_- _ _ _CpDLpR-: L F - '-_ _ D r. 0f1 R _ 19 _ .'-]3i. '--'RE9fRO0•N __W6MH7.3 .- 'WOMENS: hRMER'-:-" - -_�---�•' :- - .: - _ _ _ _ ELEC]SNCAL"MEL ANIGAL-=_ - - - .1DF- -.- _ - - - - ---—. -' --- - - _ - _ - .. . . ........ .' "�CII�IGE' 115 NEIIBER"SHH?-_'-REGEPAWI _ Adantic Beach . .- . _ - _ _ __ _ _ _ _ -STORAGC-._- '.ACG£6 :�eCESGIBL - - - TX:S7ADOM:'-: -_--:._-.:".--.--" - - --"-tiCCf95161F ._ ._._ '_ ___-.SooM. .- "--_ :..:. -_ - .- . ._._. . .. _. ns - - AHantic Beach CounW Club ._.Lova _._..:._.::-: _ _ _ _ -1�-:-::- _ - - Phase 1 _ _ Construction Documents _ _ ___ _ _ _ _ _-_— __ _ _ _ _ - - 1600 Selva Marina Drive Atlantic Beach Florida 32233 - - - "-- - REVISION oescslanav WXLO PERNR 5ET :e0.e PivAi:-- - EXERq SE ROD. 151 GTD --.P.RT1.DOLN6RE - 1 I.J. L �— :.= ^ Q} W 150I '..`,55 I U 1 PHASE 2-MAIN CLUBHOUSE&FITNESS CENTER-LEVEL 1:MILLWORK/ELEVATION KEY PLAN !,4 __�_ �__ RELESTON cn W DLGI SCALE:1/B.,_1,-0., cg( � — % � Y _ 5 W J _ Z �ORAt WL I I-_ T O �.153A LU Il J Q LEGEND - GRDDP MANUAL I PI EN'S _ I vJ os� W \ FT—. TXE.. �' •.:l 151 TH 16fi Y RESTRO I W w W SCOPE NOT INCLUDED IN THIS PHASE _ Ito $ J I®,*TTNESE I O STORAGE AESTR D �. y 1L O 9 !] I 2 N 15T 56A �.. LL L O e ME I ,53 U� CH15fiA4N i J ELEL 15. R STRO O i LGE 30BOME I]E1u15T� CH1564 H c¢c G 4DZD r_2_"N PHASE 1 -MAIN CLUBHOUSE&FITNESS CENTER-LEVEL 1:MILLWORK/ELEVATION KEY PLAN -ID1.0. SCALE:1/B"-I'-0' 1 I D 1 E 01 ------------ SCALE:as xD�Eo DRAYM BY:LWHG�'JM PROJECT NO.:2012-351 05-2323 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 97302 j 310.670.9144 WD@Shepae.mm O O aLc,`iR`ou.acs.Fca6.iM.naas HINT _ '_ -_-_-- - - - - - - -_-_-_ - - HARRIS INTERIORS 7LENOX POINTE ATLANTA.GA 30324 404.492.5997 - -_ `-- _ - ---- - - - `- ---- - - - ----- - --- - - - - PRESIDENT:KELLEY HARRIS P�L��_-_�:-. :_-GJ']4E � -- _ _ - ➢IN1NG = _ eYt1R•.: -.GRI[E - .®--- .BEVERAGE -.-_ ____ _ _ __ _ _ _ __ _ _ - pZ'ETOMF96FJL 4WERA _ _ _ NE__ _ _ _VEB�BULE-- Di itall signed q2 o _ _ _ _ _ _ _ = Suzann Suzanne Oq 09 � "_AECCShTBLE.--.:_-. :"RCCESSISEE - - -:-ilE9T@�OBt-:-:.: --:.REBTRiJON- -- Jacobs _ _ _ _ _ INTE _ T =tom-- � E ADfE3Ee L--' =xoQ�,HR aEE�a __ a Date: _ ..- - --. - _ -_ - - - - - 2023.05.22 _ ..`� axa�x�- _ _ _ _ N)E_ -- Rv - - = Jacobs - -:�s;rB�:E:-"-''='="-:_'-'._-. :YEs 4 15:15:57 04'00' -435: _ _ _-_ _ _ _ __-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -ter_- _-____- _ _ _ _ _ - __- _ — _ _ _ _ _ - L _ - - - _ - - _ _ _ _ _ _ _ _ _ - - _ __ _ _ - - _ _ - - - - - __ _ _ _ _ _ _ _ _ - _ -:NETT _ _ _ .3- _ _ _ -�=:YaOMErL FI3R_EC-:- - - _ �____-_-::-::---:�'�.-.---:__:-:-.-:'_-.:=-".--". :'..............:....:..:..:..:...:....'�:-._-::-:..::._.;..-...-.-__:-:'.-_-._-._-_-.: �......................FLE Ran-:-._-::�.--.-�_-:-.-:-.-�.:-.'.-_'.-_._ _ 1 - - - _ Atlantic Beach Atlantic Beach Counh Club Phase 1 - _ _ _ - '='-g 4 - - - - Documents - - - - --- - - —_-- -=_sranaN-:_-:-_-_ evetaCe=.:�-.:':-:'::'::-:::_ COnSfNCIIOn DOGU _ __-_ _ _ _ _ _-_ - - r r _ _ - --- _______ - - - - _--- - - - 1600SeIvaMarina Drive Atlantic Beach,Florida 32233 REVISION N0. DATE DESCRIPTION 3 0.ib23 90%CO —23.PEPNRSEf ® 1 E31C2 0 0 11 0 0 0 jE.J Q 0 O O PPPa w w U Q "/C.-.N 1 PHASE 2 MAIN CLUBHOUSE &FITNESS CENTER-LEVEL 1:REFLECTED CEILING PLAN �— f cD J -ID 7.07 SCALE:118"=1'-0" is ��-'U ® U a W (D 9 Z Z LEGEND a®a a aa�u99 ;;aa [ ■� �_ SCOPE NOT INCLUDED IN THIS PHASE Er: - P O T Y MEN'S w 06 J w ■ W U- U O s ooM� Q GENERAL REFLECTED CEILING PLAN NOTES LIGHT FIXTURE LEGEND CEILING MATERIAL LEGEND __ ®K� EXQ DBS E -i W WO �S, a■ n STOit. RAGEO tR00N U NOTE:REFERENCE ELECTRICAL DRAWINGS FOR LIGHT THIS DRAWING HAS BEEN PREPARED SO AS TO REFER TO INTERIOR DOOR ANO FRAME SCHEDULE FOR. SUNGTILE GYP.BD. REFERTO ARCHRECRIRAL 120"X48"DIRECT APPLY ACOUSTICAL - En Z W PROPERLY COORDINATE CEILING PLAN WITH HEAD HEIGHTS AND DETAIL REFERENCESFIXTURE TYPES. DRAWINGS AND INTERIOR FINISH SCHEDULE. C INTERIOR MILLWORK DETAILS AND FINISHES. ® CHECKHN UNDER ABSOLUTELY NO CIRCUMSTANCES I$THIS PAINT ALL HVAC GRILLS TO MATCH SURFACE ON WHICH MECNI 19L t) UNISEX e O W DRAWING TO BE CONSIDERED AN ELECTRICALLY THEY OCCUR.TYP. DECORATVE FIXTURE EIEC RESTROOM 1°q,® J ORMECHANICALLY OR STRUCTURALLY TONGUE AND GROOVE CEIUNG.REFER TO 2Xa VINYL CLAD ACCESSIBLE I n I V ENGINEERED DOCUMENT. - D# ®ARCHITECTURAL DRAWINGS. O.i.S RE'TROOM ■ �0..� R.CHECMN E Z DECORATIVE WALL SCONCE - -- _ O _ REFER TO ARCHITECTBAM A MEP DRAWINGS FOR GENERAL LIGHTING,HVAC ANO LIFE SAFETY FIXTURES. DS# -� Q 'DECORATIVE FIXTURES NOTED FOR FIXTURE DESIGNAHON�• CONCRETE EXPOSED CEIUNG.REFER TO N.I.S.NOT IN SCOPE C REFER i0 ELECTRICAL ENGINEERS DRAWINGS FOR FUR—INFORMATION. ARCHITECTURAL DRAWINGS. C F-© CLOCK OUTLET FOR PICTURE LIGHT NOTE:PURCHASE OF ALL DECORATIVE LIGHT FIVURES70 BE CARRIED IN FILE BUDGET. GEN-CORAM FIXTURES TO BE RECEIVED INSPECT 0 REHOUSED LAMPED AND INSTALLED BY CEILING HHGHT/MATERIAL T02f NRI AND-A LEN CEILING TILE.REFER OCATIONSG FANS IN EXISTING m L PHASE 1 -MAIN CLUBHOUSE&FITNESS CENTER LEVEL 1:REFLECTED CEILING PLAN ff//�� -IDIA SCALE:I/B"-1'-D' I D 1 .02 _SCAlE:�s nmFn DRAWN BY:L_HIHGIJM PROJECT NO.:2022-353 052323 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 g 310.670.9144 inb@she"e.= O E3 _ s HINT - _ - :-COVERED.=: HARRIS INTERIORS 7LENOX POINTE ATLANTA.GA 30324 404.492.5997 -_=-= - - --- ------ - --- ---- _ - - - PRESIDENT:KELLEY HARRIS _ _ _ _ _ _ _ _ _ _ _ _ _5-'-:--:--"r-7-'.--_'-----"- ACSESSIRL��:�:-:-:-:_"_" � LOCKERS-:_--• _ 'p BOMd-_r—� _ F ..._ .-PnW TE'AAEexME-.'.-"..""PR.RT4E'"-_-V€BTI@IILF-�..--�F"O A� ;::SSORAGES:_. __--• "_ - 3_ERvIEE_ _- 5'�p pNE]q C/�9 � 106962 � Suzann Digitally II signed- _ by Suzanne �x TER1 Jacobs Date:2 023.05.22 15.76.32-0400 -_-_-_„a .- -- -•-- - - - R�]�UGIe.'.=. - - __ _ _ __ :SEL.:_.-..: - _ - - _ _ - _ Jacobs _ _ _ -_PESTEOGhT - �^'- - tlnLC '. 131E _".'.�-. _ E7 Adantic Beach -NEMTB:RBII .. RE EP Q=: -.'--_"-:-•"_ _ _ _ - _ _ - .'eSORAG! "AGLE6S1�BtF- '�BCCE]fiIBL' _ _ -- 7VGGIRUDM:'- _ _ _ — - _ mel:____-.--:, 7.-.: -� - - - - — -` �--:-. Atlantic Beach Club .BES _ __-sroRac - =':"-:'-:'''-='_ - =:= 7 ��-._.-_-;-:•_._-.--.- . '.�.-._--_ - Phase 1 -'-_ - - - - - - - - - - - -_ EEVEFAGP......:...........'-_.-'__:--._: C nstruction Documents -- _ = airy-:-.-:.�.:".. . _ 1600 Selva Marina Drive - :'- Atlantic Beach,Florida 32233 REVISION Io -E olscRlPnrn w.SET ERCISE ROOM �I— W Z RECEPTION 1 PHASE 2 MAIN CLUBHOUSE&FITNESS CENTER LEVEL 1:FLOOR FINISH PLAN — ,66. - Q -ID1.0 SCALE:1!8"= 0" �. - - rourN w �:.: � - 1ss - 1' a i woc ` LEGEND JG„e 6a r = =::=_ W LL J Cn - M`EN� GROOP, MANUAL- $ �y SCOPE NOT INCLUDED IN THIS PHASE �."= rrxsss TnEi33wr Mrx6ss W --_ J - F_i6, ® ,TR,OMS 2 W W u CL (n J Of '-woMEN's•. A Q FO 6TbRAGE RESTROOM - O FLOORING LEGEND ='_} "' "' t - _ CARPET LUXURY VINYL TILEILVII RESINOUS FLOORING GENERAL NOTE-ALL FLOOR PATTERNS !! - - cK'SccKaa". m LL ARE REPRESENTATIONAL ONLY AND DO MECN1 3A xisF - O NOT INDICATE FINAL MATERIAL SIZE OR ELEc g�E�sr�nG� --1 O CES]IBLE E—J U PATTERN.REFER TO INTERIOR NARRATIVE RM I LHECKJN FOR ALLOWANCES AND MATERIAL v,sa�, - Z SPECIFICATIONS WHERE APPLICABLE. - WOOD FLOOR SPORTS FLOORING SEALED CONCRETE t Q DOES NOT INDICATE N.I.S.NOT IS SCOPE �'a� PATTERN,REFER TO ENLARGED PLANS FOR PATTERN 4 TILE FLOOR,DOES NOT SHEET FLOORING EXISTING EXTERIOR 2 PHASE 1 -MAIN CLUBHOUSE&FITNESS CENTER-LEVEL 1:FLOOR FINISH PLAN INDICATE PATTERN. DECKING,LACE IN NEW _Ip 1, SCALE:118"=F-0" I D •O REFER TO FINISH TO MATCH EXISTING. __ _ _ SPECIFICATIONS AND REFER TO ARCHITECT'S SCA1E:PsnoiEo ENLARGED PLANS DRAWINGS.VERIFY ......mG............. WHERE APPLICABLE COLOR MATCH. DRAVMBY: LH PROJECT NO.:20123302M 2 05-2323 PERMIT SET SHEPPHIRD ASSOCIATES w PLUMBING FIXTURE&ACCESSORY SCHEDULE ARCHITECTS+ENGINEERS 2656D AGOURA ROAD.SUITE 105 CALABASAS,CA 91302 J 310.670.9144 inluMhep-ee.win NOTE:PROVIDE CONCEALED FIRE RETARDANT BLOCKING AT ALL GRI ACCESSORIES AS REQUIRED, xssctw xws F \� SINKS: - ,xacwrtrs.cvc,n[cws 2 Sl Sink to be Uad---unt 17'x 14".White Vitreous China with Overflow,ADA Compliant.Refer to engineers specs. D4.0 S2 Sink to be ADA Wall Mounted White Vilredu5 China with Concealed Arm Comer Installation.Include nothing plumbing -ID4.D sheld.Refer to engineersspecs. HINT HARRIS INTERIORS RI S3 Stainless Steel 30}'x181"x51'Double Bowl Under Mount ADA Sink. ^�^�•��•^r• Refer to engineer's Specs. 7 LENOX POINTE Di D6 FAUCETS: ATLANTA,GA 30324 404.492.5997 Fl Lavatory Faucet to be B"widespread faucet,polished chrome PRESIDENT:KELLEY HARRIS finish.ado compliant.refer to engineer specs;fixplungerrod in field;provide strainer drain.Polished chrome finish -. F2 New Pool Shower faucets to match style and finish of these of existing showers.Include shower divert.,for hand-held shower, 31)"slide bar,60"ribbon hose.mounting heights per ADA —r guidelin•1. p2 GI F3 Sing e dl Specs. Faucet with Side Sprayer.Refer to Engineers G4 11 TOILETS: IQ -04.0 Opp. G3 TI w So,,,,Nefsabe floor n�res tobe'lighited heighY'k style.Refer to Eningeeis =1 HAND — URINAL UI New urinal to be wall mounted,high efficiency,top spud,refer to OFF( engineers specs. yt<1llNE'r4'q/Ov GRAB BARS: 106862 � All Grab Bars to match those existing.Typical. -ID4.0 6 GI IS"Vertical Mounted Grob Be, INTEk1 -ID4.D \ G2 24"Grab Bar Digitally G3 36"Grob Bar b Suzan ie G4 47'GrobBe, Suzann Y Jacobs sl �`_�rI Gs 6D'GrobBcr e Jacobs 15:17:12 .05.22 -all15:17:12 '00' DIAPER CHANGER: DC Koolc Care m lha .Stainless Steel Surface-Moed Diaper Cnger. pl ID4.0 Atlantic Beach FI DISPENSERS/DISPOSERS; - - t SI DI Deck Mounted Soop Dispenser lobe Kohler,#K-1895C Polished Atlantic Beach Country Club i Chrome Finish. Phase 1 - D2 Toilet 7 sue Holder to be Kohler.Location #K-11415-CP in Polished Chrome.Provide TwoperToilelLocalion COOStrtl 'on Documents - 1600 Selva Marina Drive D3 48 803Recessed ,F nish Ser.Stainless teem:er/woae Reaeptoele. Atlantic Beach,Florida 32233 7 -ID4.0 L. no. FWE FiEscwPnoe SI ;':�.'� D4 Wall mwnled soup dispenser Isingle),Solera I vnth Ovol Bartle, REVSION #39134-03WHTOvalinSolinSlver.www.Dispenser-Amenifies.com_ M Wall mounted shower Amenities Dispenser Itnple).Solero 111 with � Ovol Bottles.#39334-03 WITT Oval in Satin Silver,wwDispenser-Amenifies.comD6 Bobnck Surface Mountetl Towel/Waste Dispenser#Bd3699 11 n7 1 A USA.Inc.T r IIIoc EE Ulho Hone Sanitize,DispenserYBLK Bl 12L TF Dispenser Block and Chrome with Catch Tray TRYBLK Black 4? RI D8 logics Gym Wipes Dispenser.Downwo,tl Dispensing 2500 Block DK All other locations to have dispensers/disposers to match existing puGROMMETS: 4.0 G3 GRI Doug MockeH MM3/Set 2"Dia.Grommet&Cave,,Polished ��jjll T) Dr Chrome. FI G4 11 32 GR2 Doug Mockett TM268"Did.x 3"Deep Polished Stainless Steel Trash GI I 1 Grommel. I D2 n 11 - p HOOKS: 1.1.1 - ! HI Provide Ill new hook per new toilet localien and(1)hook per I �I ._ new shower stall location,unless otherwise noted.Hook to match Z ID4.D style antl finish of existing hooks in Clubhouse. tjf H2 Hook to be Kohler,Bancroft#K-114-14-CP,Polished Chrome Finish. U ■ SHOWER SEAT � (,IJ ' $I8 SSl ADA,Burmese Teak Rectangular Shaped Shower Seal with Drop lL z Down Legs,24"1 x 16D TBF2-24016OW by Teokworks 4 U, Z < 1 ENLARGED PLAN-YOUTH AREA AND FITNESS RESTROOMS w.,w.eakwod�4a.aam.T-886.969.8325. LU U- _ —J '-ID2.0 SCALE:1/2"=1'-0" \ SHOWER ROD: LULL LU Q SRI NEW POOL SHOWERS to receive: WLU tj,l Shower Rod:Bobrick#B-207-77',Heavy Duty Shower Curtain Rod LU !11 with Concealed Mounting,20 Gauge Stainless Steel.1"Diameter = U Vry MOUNTING PER 606.6 OF Al 17.1,WATER SUPPLIES AND DRAINPIPE UNDER WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE wish Satin Finish. d < GENERAL NOTES: ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. Provide One Set of Hooks and Show,,Liner Per Shower:Bobrick Q HEIGHTS LAVATORIES/SINKS SHALL BE INSULATED, WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO 204-3 Vinyl Shower Curtain,Opaque While Matte Vinyl;Bradley O J • DIAGRAM FOR MOUNTING HEIGHTS ONLY,REFER TO SCHEDULE FOR ACTIVE LEAFS,THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE Shower Curtain Hook With Rollers 9540 = Z JOB SPECIFIC FIXTURE/ACCESSORIES EXPOSED PIPES AND SURFACES,HOT WATER AND DRAIN RIGHT HAND DOOR.WHERE THERE IS NO WALL SPACE AT THE LATCH URINAL: M tJ.l • CONTRACTOR TO PROVIDE CONCEALED,FIRE RETARDANT BLOCKING PIPES UNDER LAVATORIES SHALL BE INSULATED OR SID OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, AS REQUIRED TO MEET ALL 2010 ADA CRITERIA OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. UI Refer to Engineers specs J IL)LOCKERS: Ll Powder tooted metal lockers.Salisbury.IT'double tiersiondord Z metol lockers..'high x IS"deep.with enclosed plinth base and Q flat top.Provide engraved numberplates.Combination padlock hole(padlock provided by ownerl. Y Y 0 MISC: 5 § • 5 ^�� 5 —�."3 ��4 �� g ¢ a b ® a b ER Indicates eusfing fixture 5-o be reusetllrelocoted.Clean antl �s ,$§B 3 o repdir/provide new components to match existing as required for 1 -02.01 % =kTs, complete,functional.like-new installation. ------------------ ` s3€ ....^,.. ,^,.®. ~ ,,.,,,. "..^ :6..,., •s.-.,a DRAWN 6Y: 2D22IJM PRDJECf NO.::2D2&352 05-2123 PERND SET - SHEPPHIRD MOULDING AND FINISH SCHEDULE ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 - �370.670.9144 inll@sl3epae.com ROOMS BASE SHOE CROWN DOOR/WINDOW PLINTH MISC. MOULDIN FLOOR WALL FINISHES CEILING DOORS& MISC.FINISHES NOTES ROOM '""""'�V MOULD CASING BLOCK MOULDING MATERIAL FRAMES F . NUMBER NAME MATERIAL/ FINISH OULDIN FINISH OULDIN FINISH OULDI- FINISH OULDIN FINISH ULDIN FINISH NORTH SOUTH EAST WEST FINISH FINISH FINISH D R FRAME LAMINATE STONE SOLID NUMBER 4v=y>4-"'s. 40ULDINC MATERIAL CLG.HT. FINISH FINISH SURFACE PHASE 1-BUILDING t-YOUTH/FITNESS HINT 146 MANUALTHERAPY BASE-1 PAINT-1 SMA PAINT-I -- -- MA-CH RM 151 PAINT-7 MATCH RM 151 PAINT-1 -- -- JLALVAR LVT-2 PAINT- PA)N- PAINT- PAINT- GYP PAINT-2 SEE RCP PAIN-1 PAINT-I -- — -- -- 146 HARRIS INTERIORS 147 NOT USED _ __ _ _ _ _ _ -- __ __ __ __ _ — __ — -- - 147 148 CORRIDOR BASER PAINT-1 SIVA PAINTA MATH RM 151 PAINTA MATCH RM 151 PAINT-1 AR LVT-2 PAINT- PAINT- PAINT- PAINT- GYP PAINT-2 PAIN-1 PAINT-I — — — 148 7LENOX POINTE 149 MECH/ELECTRICAL RB-I RBA -- — - — CASING-2 PAINT-1 — — -- — AR SC PAINT- PAINT- PAINT- PAINT- OTS OTS PAINT-1 PAINT-] -- -- -- -- 149 ATLANTA,GA 30324 150 RECEPTION BASE-i PAINT-1 SM-1 PAINT-1 — -- MACH EXIST PAINT-1 MATCH Rh'151 PAINT-1 CABINET PAINT-I AR LVT-2 PAINT- PAINT- PAINT- PAINT- GYP PAINT-2 PAINT-1 PAINT-I — — QUARTZ-1 PAINT-CABINET W/QUART COUNTERTOP. 404.492.5997 15? GROUP FITNESS BASE-1 PAINT-1 SM-1 PAINT-1 EXISTING PAINT-7 EXISTING PAINT-1 MIRROR TRIM PAINT-I AR LVT-2 PAINT- 6WRCF1!?Nm PAINT- PAINT- ACT-4 ACT-4 PAIN-7 PAINT-I - •• ALTER WAIL MIRRORS ATPLAN CHANC<.SURfpCEAFPtY AC'i DVER ENBRE CBUNG 151 PRESIDENT:KELLEY HARRIS 152 MEN'S FITNE55 RESTROOM BASE-3 TILE-1 -- - - -- MATHRM IS. PAINT-1 MATCHfiM 151 PAINT-1 VANITY FpM-IIOBARR-I R TILE-I PAINT- PAINT- PAINT- PAINT- GYP PAINT-2 PAIN-1 PAINT-I - - QUARTZ-1 VANITY PAINT-;QBARR-I COUNTERTOP,SEE ELEVATIONS. 152152A URINAL BASE-5 TILE-8 -- - - - - - WOOD CAP PAINT-I AR TILE-I BLE-8/PAIN- 111F-BfPAWT- PLS-BIPAIM- - GYP PAINT-2 -- -- -- -- - NEW TIE-8 WAINSCOT A7 URINALBACK a 510E5 W/WODD CAP I8y1528 ACCESSIBLE RESTROOM BASE-5 TILE-8 MATH RM 151 PAINT-1 MATCH RM 151 PAINT-1 AR TILER ➢LE-8IPAIM- PLWPAIM- a J4 TILE-B/PAINT- GYP PAINT-2 PAINT-1 PAINT-I -- - - NFv"_E5WAlN'SCOT.HBGMAPPROX.Wk'T1ECW.5EEIEV. 1520153 WOMEN'S FITNE55 RESTROOM BASE-3 TILE-8 - MATH RM 151 PAINT-? MA-CH RM 151 PAINT-7 VANITY ERM-IIOUuIR-1 AR TILE-I PAINT- PAINT- PAINT- GYP PAINT-2 PAINT-1 PAINT-I -- gUARTZ-1 PAINT-VANITY W/QUARTZ-1 COUNTERTOP.153A TOILET BASE-5 TILE-8 MATCH RM 151 PAINT-7 MATCH RM I51 PAINT-1 AR TILE-I ➢LE-B/PAIN- 1XE-11PAIN'i- T- ➢LEB/PAINT- GYP PAINT-2 PAINT-1 PAINT-1 - QUARTZ-1 NBY➢LES Y/WnSCOi,HBGHI RPPROX.d6°Yi;111ECAP.SE'.ELEV'. 153A1538 ACCESSIBLE RESTROOM BASE-5 TILE-8 MATCH RM 151 PAINT-I MATCH RM 151 PAINT-1 AR TILER TILE-31PAINT- TILE-SIPAWT- T- TILE-B/PAINT- GYP PAINT-2 PAINT-1 PAINT-I - -- NEW➢!ES ViAIn'SCOi,HBGNIP.PPRDX.dd"WHILE CAP.SE ELEV. 1538154 EXERCISE ROOM BASE-1 PAINT-1 SM-1 PAINT-1 -- E%ISTING PAINT-1 EXISTING PAINT-1 - AR SPF-2 PAINT- w-AICMAROR PAINT- ACT-4 ACT-4 PAINT-1 PAINT-I - -- - APPLY ACT-4 OVER ENTIRE CEILING. 154I55 YOUTH BASSI PAINT-1 SM-1 PAINT-1 - MATGH RM I51 PAINT-1 MATCH RIA I51 PAINT-1 CABINETS PANT-IOLFRT:-I R LVi-2 PAINT- PRIM-I ITl.E-5 PAINT- ACT-3 ACT-3 PAINT-1 PAINT-I - -- QUARTZ-1 PAINT-CABINET W)OUARTi-I COUNTER TOP.TILE-6 BACK 5PUSH. 155156 CHECK-IN BASE-1 PAINT-1 SM-1 PAINT-1 CROWN-2 PAINT-I MACH RM I57 PAINT-7 MATCH RIA 151 PAINT-1 CABINETS FPlR-IOLARMI AR LVi-2 PAINT- PAINT- PAINT- GYP PAIN-2 PAINT-1 PAINT-I - -- QUARTZ-1 PAINT-CABINET W/QUARTZ-I COUNER TOP. 157 UNISEX RESTROOM BASE-5 TILE-5 MATCH RM 151 PAINT-1 MATCH RIA 151 PAINT-1 AR TILE-1 TILE-51PAINT- llLE-5IPAINI- NT- TILE-5/PAINT- GYP PAINT-2 PAINT-1 PAINT-1 -- - NEW RIES WAINSCOT,HBGHT APPROX,7PYi;l9ECAP.Sc aEV. 1ST 1pS HOE�1pg0 ABBREVIATIONS LEGEND: LVP LUXURY VINYL PLANK SC SEALED CONCRETE SEE SHEET ID5.01 FOR MOULDING PROFILES AND INFORMATION. WALL AND CEILING FINISHES SHALL COMPLY WITH 803&TABLE 803.11 ACT ACOUSTICAL CEILING TILE MIRROR MIRROR SPF SPECIALTY FINISH AND FLOOR FINISHES SHALL COMPLY IWTH 804 OF NCBC. v, ID6962 AP ACOUSTICAL PLASTER NIS NOT IN SCOPE SF SPORTS FLOORING OTS OPEN TO STRUCTURE STAIN STAIN PER 1210.2.2 OF NCBC,BACK WALLS AND SIDE WALLS WITHIN 2'OF AWP ACOUSTICAL WOOD PLANK PAINT PAINT S.STL STAINLESS STEEL URINALS AND TOILETS SHALL HAVE A SMOOTH,HARD, MOW CPT CARPET PF PANEL FABRIC STONE STONE NONABSORBENT SURFACE TO A HEIGHT OF 48"MIN.ABOVE FLOOR. PAD CARPET PAD PL PLASTIC LAMINATE TILE TILE CORK CORK PP PORCELAIN PAVER VCT VINYL COMPOSITION TILE ^ EPDXY EPDXY PAINT QUARTZ QUARTZ WC WALLCOVERING FRP FIBERGLASS REINFORCED PANEL RF RESINOUS FLOORING UP WALL UPHOLSTERY GYP GYPSUM BOARD RB RU6$ER BASE WOOD WOOD FLOOR HM HOLLOW METAL RT RUBBER TREAD Digitally signed Aflantic Beach Suzann by Suzanne Jacobs Atlantic Beach Country Club e Jacob S Date:2023.05.22 Phase 1 15:17:45-04'00' Construction Documents 1600 Selva Marina Drive Atlantic Beach Florida 32233 REVISION NO onrz 0—PnoN 3 E 123 9E'.CA 1 OS2123 PERMIT SET 1.1. W 1-- Z Z W U U) W u) J W Z I— W W LL _ U) od U = W C/) C� d O _ Z_ CO �- J U Z Q 1 -ID3.01 SCALE ASHOTS DRAVd1BY:LWHGIJM PROJECT NO.:2022-352 052323 PERMIT SET SHEPPHIRD ASSOCIATES FINISH SPECIFICATIONS ARCHITECTS+ENGINEERS 26560 AGDURA ROAD,SUITE 106 CAlABASAS,LA 91302 b 310.670.9144 info@shepae.com I "`S111 Ps -NS, NOTES ACOUSTICAL TILE PAINT SEALED CONCRETEL TILE ETILE CONTINUED TILE CONTINUEDye ° GENERAL NOTES: MANUFACTURER:USG PAINT-1 MANUFACTURER:TBD V-SEAL CLEAR ACRYLIC CURE AND MANUFACTURER:SPECIALTY TILE 'CTURER:TBD HINT ITEM:VINYL CLAD SHEET ROCK LAY-IN COLOR NAME:TBD SEAL CONCRETE SEALER OR EQUAL. PRODUCT NAME.SHIBUSA LOSANGA U_ NAME:TBD TILE-5 &TILE-8 x sPEClnCATI HS TO a= PAINT COLOR:CREMA C OR: HARRIS INTERIORS PANEL SIZE 4' used COLOR NUMBER:TBD SC-1 CONTACT:600.738.7325 SIZE: X2R'MOSAIC CONCEPT IMAGE FOR clEaEo�onlFO lnnARRmrDiT Roxe eT.r sasysz ,. ;` SIZE: X Blm.n."�" COLOR:WHITE THROUGHOUT TILE-1 TILE-7 PATTER UNN BOND ACT-1 GROUT:CUSTOM BUILDING PRODUCTS/ 7 LENOX POINTE nx�TnAemsRi.,�loasEsrNeAs =GRID:DON DXLA In GRID WALNUTC/#541 FLOOR GROUT:TBD PATTERN ATLANTA,GA 30324 s uasssxw eEErmawDlr RECTIP.awanTFN avPROVIL FOOD PAINT-2 MANUFACTURER:TBD FLOOR AT _ 1 .1 I (•' ' _ 404.492.5997 SERWCE COLOR NAME:TBD nUS PROVIDE 12'X 24"CREAM BACCHETTE SERVICE CONTACT:TBD V /� t• �W, L - GENERAL FLOORING NOTES: COLOR NUMBER:T6D HmEss J BAR a PHONE:TBD C/`�`` *tt C y -.- PRESIDENT:KELLEY HARRIS CHUNG CUT IN z'LONG WAYS FOR BA5E-3. EAR. W,JA -11 TH DI—F ID D Dm0 Sn.�wHl SHEET FLOORING '�S... RZ'CE EMAIL:TBD ' Enna WAR uL min=sue AID 5n ALL Ion=r CCWRv ORNCH RPSTROOms. CONTACT:DENISE LEW MANUFACTURER:USG Yom HALL 128 ALLOWANCE:$6.751 SF IAL ONLY Rre.c OF mHomorT+s rr�OP-1—FACEDI NST—CTP. PHONE:404.200.1965 - IM aeCEPrAYCECF3eTGAMA5 ACT-2 ITEM:VINYL CLAD SHEET ROCK LAY-IN PAINT-3 MANUFACTURER:TBD RE,TROoms. SAESFAcroar FOP aR+PrLlvsuunnoN. PANEL SIZE:2'%2' SERVICE COLOR NAME:TBD CAFE EMAIL:DLEW@SPECIALTYTILE.COM 2X2 COLOR:WHITE eaR. MANUFACTURER:OSCADA PLASTICS,IN RESTROOMS —ROU DIACLUM umARF—DIATnrPEBIRTOEVET IS "FAR COLOR NUMBER:TBD FOUR COURSES OF 4XI 2 TILE WITH FLAT vE ICRIcn AnD DE.HERwussueaAnasRRom ROOM. GRID:DON DXLA le GRIST SERVICE PRODUCT:PROTECT-ALL FLOORING Su3SUATE 9OTH 127 COLOR:TBDs. LINER.REFER TO ELEVATIONS. OFFICES 5I2E:5 X 8' TILE-B IUFACTUPRrs IISTRUCIOIS REGARmNc MANUFACTURER:DALTILE NaAL.anCls PAINT-4 MANUFACTURER:TBD THICKNESS:Y," uL GAR-1 Is msTULIo AS AwI c mwnss non COLOR NAME: PATTERN:AS SHOWN ON PLAN w aiLA COLOR NUMBER: GLUE DOWN PER MANUFACTURERS PRODUCT:COLOR WHEEL LINEAR MANUFACTURER:USG SF-I RECOMMENDED METHOD MANUFACTURER:TBD COLOR:BISCUIT TErvrns a SIZE:4"%17' DIRECnoI.m ImSRAMwRF-TOwARP.Noe ITEM:MARS RAPID WELD INSTALLATION.SEE TILE-2 PRODUCT NAME:TBD TITHES, FINISH:GLOSS IIAIST IU 01.0 U. ACT-3 NRC:.75 MANUFACTURERS INSTRUCTIONS COLOR:TBD RESTRooms YOUTH a ITEM#:86785 PAINT-5 INTEGRAL BASE WITH MANUFACTURERS SIZE:TBD WALL IS REFER TO ELEVATIONS Uwess Cm E,IooarLewsHu wolc.,'GODICnT�nF.cARPSIo ADMIN p, MANUFACTURER:TBD TLE GROUT:CUSTOM BUILDING PRODUCTS/ SUPPORT PANEL SIZE:2'X 2'X COLOR NAME: TOP FLANGE. .TTERN:TBD ALABASTER/#333 KvpSP OF FZOm709 UTSIOR UL ILIameu;Te,EwolRnooaomisse. COLOR:WHITE COLOR NUMBER: CONTACT:MICHELEMUSGROVE DINNG Ri` T:TBD CAR BE *00 BE GRID:USG DX PHONE:404.640.0241 LOGGIA N H =ABH s0 ooien-nLn�nor Rlvls of wuuv sAxaUwr�irs�L oun EMAIL:MMUSGROVE@WMBIRD.COM TA 'TBD PROVIDE COORDINATING 4"XITFLAT Ay p PH E: TOP COVE BASE o 1oe96z '"U �CTo*a EDGE SHIP P AOwnGCTxFR—RE DsECP-15 MANUFACTURER:SOUND CONCEPTS '� s MANUFACTURER:TBD EMAI. r - v,cAsKETSHC ME molt D NAME:I"FIBERMAT-EUROMAT FINISH PAINT-6 COLOR NAME: FLAT LINER PIECE: rxREsxo.os.so 'o COLOR:CUSTOM COLOR COLOR NUMBER: ALLOWANCE: 7;F1'SF MATERIAL ONLY NAME:COLOR WHEEL CLASSIC TNTERI mvrnw.OsumC¢nrneENUc,-il roe saOcnHc-1 WEAR ACT-4 SIZE:48"X120" SPORTS FLOOR vv^ FLAT TpP LINER - wnrom FamR=DURInc L FE BUTT JOIN PANELS v1 '///�� SIZE:Yz'X 6" _ =Zl; EDG OFACE orcARPET.Maran smUCHrO GROUP COVER ENTIRE CEILING.DIRECT APPLY /C` COLOR:SPA dc•.,� CUT Aryl PUTYN_TwRIEnI _ ns.Tomsoo.cARPOI FONEss. (`` OEM#:0148 '""I Fm`s nn Fi.0-`,Dmscrs=w. EXERCISE NOTE:PAINT FINISHES Room CONTACT NAME:TOM TOMETZ WALLS-EGGSHELL MANUFACTURER:ECORE II PHONE:773.575.1138 CEILINGS-FLAT PRODUCT'PERFORMANCE MOTIVATE O TOP TRIM TILE PIECE' Yea,OFwaA-unon.,RTv.AIDPE SEcuRE m�FSF��RF.:xleo�c MILLWORK/DOORS/TRIM-SEMI-GLOSS SPFI COLOR:TBD COLOR WHEEL CLASSIC •11. 1'1EWV'ESU B.IT-.CAUSIULD,MHO SALVAGE S-1UNLESS NOTED OTHERWISE• THICKNESS:76MM JOLLYz'X 11-15/16"X2"THICK Suzann Digitally sign cRownLRS Amca— HERTTH IIIA AID OVER Irinm rn EPDXY PAINT EXERCISE ROLL GOODS:48'WIDE COLOR:SPA ROOM by Suzanne Co TILE-3 $?ROV1 CTURER:TBD ITEM: alwry sollEc SPOT,sHaAwooP,cLssAR PHONE:404.416.1573 NAME:TBD a Jacobs TCCIEAN IS. 1A �c1 I h ncoMM=ROU HRo EMAIL:TEPEELE@ECOREINTL.COM EMPLOYEEBD CONTACT:KATIE ROBERTS QUARTZ RESTROOM TO PHONE:404.427.5296 Date:2023.0 2 se eo•mAooP o=AREA,wnlcn sn RPRm=enO WALL. R NINGBOND EMAIL:KATIE.ROBERTS@DALTILE.COM Jacobs 15:18:26-04' . EPX-I EPDXY PAINT TO MATCH PAL NT-I MANUFACTURER:ECORE NEw �u�cE MANUFACTURER:TBD pool D'rvZ.I FlN.Ao polwn IDA=aT�w r°n��oee uslD TIDE PRODUCT:SERENITY MOTIVATE CLASS I SHOWER ULLN SE CAP PRorecnvE covER _ SPF-2 COLOR:780 LLS /p MANUFACTURER:TRINITY TILE Atlantic Beach Counify Club MMTo OA7EP+uM+TERv,Ls+s soot AssPEUUcanols MANUFACTURER:SILESTONE THICKNESS:7MM POOL / / TILE-9 PRODUCT:HAWTHORNE SQUARES ARErssuEo COV wEro Lonc CRuvRRv n.MRs on oScc,anvE MATERIus. QUARTZ-1 ROLL GOODS:70"WIDE.HEAT WELD HC-T( CONN:TBD Phase1 PRODUCT NAME:POLISHED HYBRIQ WALLS PHONE:TBD COLOR:BEIGE COLOR:MIAMI WHITE EMAIL:TBD SIZE:32'X 37' COnStrudon Documents Is. .U�c..MUneFlnaaTF.wnH.anlanwowu�s THICKNESS:3CM CONTACT:T.J.PEELE FLOOR nLE PATTERN:STRAIGHT LAY 1600SelvaMarina Dlive EDGE PER DRAWINGS PHONE:404.416.1573 ALLOWANCE:$4.25/ ATE IAL ONLY PRosHOP. GROUT:CUSTOM BUILDING PRODUCTS/ Atlantic Beach,Florida 32233 GENERAL WALLCOVERING 6 PAINT NOTES: YOUTH PRODUCT#214211110203 EMAIL:TEPEELE@ECOREINTLCOM PETE, WALNUT 10541 - FIBERGLASS REINFORCED PANEL RECEPTION DINING ryITTNESS, REVISION MRE D_TWERYLIDEBBsmUnon'DSw1E PLACE.ED ocs EATMISTIE Ess CONTACT:RACHEL PARRISH CONTACT:KATIE GODFREY Ho. onrz oESCRnnav REsmaOms. PHONE:770.371.7703 PHONE:478.318.7371 OTD DLnc.EP ImmEwaTsrcAlrPwaucovEancs Aae aEcEsly==-D TENNIS ANUFACTURER:TBD RESTROOM, EMAIL:RPARRISH@COSENTINO.COM EMAIL: DRFRcnvE FRP-1 FIBER GLASS REINFORCED PANEL T111,1 R UCT NAME:TBD KGODFREY@TRINITYSURFACES.COM -i wo.n sox. COLOR:BLACK STAIN TBD OSI333—PERNDSET OmERmsLno:RnALLs aRETO RECHVEEccs1¢uuTEx PAIIF urvLEss TEXTURE SMOOTH MO IC Ano lETuseRFAces AR=FO RE PaIrR011rm sanry PA R R NTNG BOND TILE-10 NOT USED S. ISFw clossl1R1N NEW GROUT:Ty(,Jy�� CUSTOM STAIN TO MATCH EXISTING Poo, I ALTERNATING BANDS OF TWO COLORS 0-UR STAIN-] SHOWER OF PENNY ROUNDS. ARE usw.mer moa MA,cn ExaaLr AIOBE APPRovEoeY oeslAcrcu. STAIN AT GRILLE.MATCH SPECIES& FLOORS CONTACT:T -r wnn THE Manuraauams FRP-2 FIBER GLASS REINFORCED PANEL SHEEN. PHONE:TBD TILE-I1 S. RecOMM_NDED AOH Nx COLOR:WHITE RESINOUS FLOORING EMAIL:TBD BAND A,IB'WIDE TEXTURE:PEBBLED GwAMS IR. PROVIDE SAMPLE TO DESIGNER FOR TENNIS nc HORUOnusEA.Ms aP-owlDw wu,covlRl,c. BEAMS ,APPROVAL WITH SALVAGED EXISTING ALLOWANCE:$11.00 F A IAL ONL EAR MANUFACTURER:CERAMIC TECHNICS TRIM BACKSFLASH NAME:SONOMA PENNY ROUNDS All FATIRRI MATCHnc SUEUDET TO FSI-ER5 RUDE P TRIM. .APPPovA-' MANUFACTURER:DUR-A-FLEX TENNIS COLOR:ARCTIC WHITE,#40020H wu:sroe PROPERLrPRE-AREDIFFNEEA—CAT.OF A. 1 IANIY FINISH:GLOSSY PRODUCT:POLY-CRETE MOB''THICK FOUR COURSES OF 4X12 TILE WITH FLAT WALLS OR WA,LIMERnc. WITH INTEGRAL 6"COVE BASE LINER.REFER TO ELEVATIONS. BAND B,6"WIDE COLOR:TBD FROM MANUFACTURER'S TILE-5 MANUFACTURER:CERAMIC TECHNICS coveREDSLeFACC1,V ESA.vEsI-I Un�Ess"rnnaWlsR RF-1 STANDARD NAME:SONOMA PENNY ROUNDS D� LUXURY VINYL TILE PRODUCT:COLOR WHEEL LINEAR .LcovEml„ CONTACT:STEVE MASON COLOR:BISCUIT COLOR:LIGHT AQUA BLUE.#40027H w FINISH:GLOSSY .—S AID REPEars.As WELLASRo��=p cTMSPsaPHONE:678-2152786 SIZE:4"%12" o vENnTO COVERIDI—I EMAIL:STEVEM@DUR-A-FLEX.COM FINISH:GLOSS CONTACT:BRAXTON BELL Z cH PLmss.omLDs_aN (NIA-10-0 MANUFACTURER:METROFLOR LVi M�ISITROUHwncwu51-1e�Hl.occuR,IDR PAI PRODUCT:DEJA NEW INSTALLATION:REFER TO ELEVATIONS LLI GROUT:CUSTOM BU140�NG PRODUCTS/ PHONE:404.977.0867 MODEL#:TBD EMAIL:BBELL@CERAMICTECHNICS.COM Q w LBALmEnon:,. COLOR:TBD cuE a ALABASTER/#333. Z LVT-1 VOITH 12 ALL OUTSIDE COPIIR1w R-n1RBSPECIPRDTOB-BPTLIDSETYP SIZE:9"X60'PLANK RUBBER BASE STONE RESTROOMS THICKNESS:2.5MM WALL PROVIDE COORDINATING 4'X12'FLAT ALTERNATING BANDS OF TWO COLORS 0 Q UPIIALDNOER WALI1AP-W1EAE PRSLM TD BE evunosL.111. GLUE DOWN INSTALLATION PER TILE TOP COVE BASE. OF PENNY ROUNDS. w 11 MANUFACTURERS RECOMMENDATIONS TILE-12 - vecessa,rsRlm lEcss eRaneR�vRlo,so PRO..uRFME,vPIauLAn BREAK _ STONE-1 MANUFACTURER:WALKER ZANGER FLAT LINER PIECE: BAND A,18"WIDE Z Q� � U E1-11 IF AMEPOII ROOM CONTACT:MICHELE MUSGROVE MANUFACTURER'ROPPE SPECIES:TAJ MAHAL QUARTZITE NAME:COLOR WHEEL CLASSICS FLAT ROSS PHONNAME:RUBBER COVE BASE WITH TOE SIZE:3 CM TOP LINER DINING MANUFACTURER:CERAMIC TECHNICS W LL LL x.aRucnonsTRenuaEMEIrs EMAIL:40USGROV WAIL NAME:SONOMA PENNY ROUNDS EMAIL MMUSGROVE@WMBIRD.COM CO SERIES 9AWTERTO FINISH:LEATHERED COLOR X B' COLOR:TBD courvTERroP. ITEM#:775Q11TMAL COLOR:GALAXY reNNls COLOR:ARCTIC WHITE,44002DH Q � U xEKu oEwclxoTls. RB-1 FIREPLACE AN14 FINISH:GLOSSY LU w PROVIDE PRE-FORMED OUTSIDE CORNERS ITEM#:1469 uamcu L<nas covFR RATES-0 omLErs,oeE v SURROUND waus IPrt I nARms orc+w�On"sEoErnm+�reeTMosea+CSH Lvn�xs nnE. HEIGHT: CONTACT:ONE:40 PAIR CK MILLER Y"GAUGE PHONE:404.909.2873 TOPTRIM TILE PIECE: BAND B.b"WIDE � (n EMAIL:PMILLER@WALKERZANGER.COM COLOR WHEEL CLASSIC MANUFACTURER:CERAMIC TECHNICS MANUFACTURER:METROFLOR LVT NAME:SONOMA PENNY ROUNDS O LVT-2 PRODUCT:DEJA NEW MANUFACTURER:WALKER ZANGER JOLLY I'X 11-15/16"X,"THICK COLOR:STEEL BLUE,#40029h Z (n MODEL#:DN529112 STONE-2 SPECIES:ARNO GRIGIO COLOR:GALAXY FINISH:GLOSSY [� COLOR:SUN BLEACHED POE'S BAR SIZE:3 CM ITEM:40169 Z GROUP SIZE:9"X 6O'PLANK TOF, FINISH:LEATHERED CONTACT:BRAXTON BELL J LL HTHE". THICKNESS:2.5MM TEN-eAR CONTACT:KATIE ROBERTS RECEP. TOP, PHONE:404.977.0867 GLUE DOWN INSTALLATION PER PRosHOP CONTACT:PATRICK MILLER PHONE:404.427.5296 EMAIL:BBELL@CERAMICTECHNICS.COM coRRIDOR. MANUFACTURER'S RECOMMENDATIONS GO uNTERTOP EMAIL:KATIE.ROBERTS@DALTILE.COM CHERAN. EMAIL:PMIL EMANUFACTURER:RER:GRES Z MANUAL CONTACT:MICHELE MUSGROVE Q THERAPY PHONE:404.640.0241 APPLY IMPREGNATING SEALER TILE-6 PRODUCT NAME:KINTSUGI c OFFIC C UPPER EMAIL:MMUSGROVE@ WMBIRD.COM (LATICRETE BULLETPROOF.OR EOUALI COLO:BLUE JAPAN LEVEL SIZE.?A X 7< POM1N INSTALLOVER 5MM SOUND REDUCER BY ACCENT PATTERN:RUNNING BOND CENTAUR FLOOR SYSTEMS PER YOUTH GROUT:CUSTOM BUILDING PRODUCTS/ MANUFACTURERS RECOMMENDATIONS. BACKSPLAsI ALABASTER/#333 I CONTACT:DENISE LEW 1 -03.02 PHONE.404.200.1965 - ------------ ------ EMAIL:DLEW@SPECIALTYTILE.COM SCAT':as--eD e __DRAWN BY:L_HMG'JM PROJEET NO,2022.352 05-2123 PERMIT SET — — — — SHEPPHIRD { DOOR & FRAME SCHEDULE ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 OPENING SIZE MATERIAL FINISH DETAIL NO. 30.6709144 uo@snePeean DOOR PUSH SPLIT NO. TYPE LOCK CLOSER RATING REMARKS e'.•".` "`°"w�"si"„;N�e3 THICKNESS /PULL FINISH WIDTH HEIGHT DOOR FRAME DOOR FRAME HEAD JAMB iHRESHOLA - a Hs•'ic cams�r`-.o``av' s..nc».cc-s.v:..+cros PHASE I-BUILDING 1 -FITNESS/YOUTH 0108 REFER TO ARCHITECT'S SCHEDULE 010C REfERTOARCHRECTSSCHEDULE H I NT 146 A 3-0” V-0" 1-3/4" WOOD WOOD PAINT PAINT H1n-1135.02 J1JI-0502- -- - -- _ 149 A T-O" 9•-0'• 1-3/4" WOOD HM PAINT PAINT H4114D5.02 J4/1-1D5.02 5411-ID5.02 • • - - - NARR^S1INTE RIO RS 150 >,smoaryuamxroa:wv.:uolumar,•Fo:rS"FwceJIIN�E 151-1 D 3'-0" 8'-0' 1-3/4" WOOD WOOD PAINT PAINT HI/1405.02 J1/I-ID5o2- -- 7ANTA, POINTE 303 151-2 = _+ o�.xNwcc" ATLANTA,GA 30324 151-3 `A91� 1px wAcN�.na - 404.492.5997 ISI-4 PRESIDENT:KELLEY HARRIS 152 A 3'-0' 6-0" 1-3/4" WOOD WOOD PAINT PAINT HI 1-105.02 n 14De.o2 5311-105.02—152A B 3'-0' 8'0" 1-3/4" WOOD WOOD PAINT PAINT HI/1-1,502 JS/I-IDSD2- • PROVIDE DEAD50U WITH OCCUPANCY INDICATOR,SPR 153 A 3'-0' 8'-0" 1-3/4" WOOD WOOD PAINT PAINT H1114D5.02 J1/I-1,5.02 S3/1-1,5.02— — -- -- 153A B 2'-0' 8'-0' 1-3/4" WOOD WOOD PAINT PAINT HI/1-ID502 JS/I-ID5.02— • -- — — PROVIDE DEADSOLT WITH OCCUPANCY INDICATOR,SPRING HINGE 153B B T'011 8'-0' 1-3/4" WOOD WOOD PAINT PAINT HI 1-ID5.02 J I-1,502— — -- PROVIDE DEAD50LI VMH OCCUPANCY INDICAIN,SPRING HINGE 154 C/O EXISTING EXISTING — EXISTING PAINT EXISTING EXISTING -1 -- — -- PATCH d PAINT FRAME AS REQUIRED FOR LIKE NEW FINISH. 154-1 aloaean:o.la.wcv�.wmrsr¢wcawmo,". 154-2 - 155 C 3'-0' 8'-0' 1-314" WOOD WOOD PAINT PAINT HI/I-ID5.02 A/I ID5.02— -- -- — — iPROVIDETHROW BO-TA-SHELFAND UPPER LEAF 156 REF610 ARCHITECTS SCHEDULE C T-0' 8'-0' 1-314" WOOD WOOD I PAINT H1,1-0502 JI I-ID5.02— -- -- — -- PROVIDET*OWBO-JATSHELFAN]UPPER LEAF A 3'-0' 8'-0' 1-3/4" W W D PAINT PAINT • PROVIDE DEAD501T WITH DCCUPANCY INDICATOR 1E OF f(0 ylp'NNE f4 009 ID6862 n U t /NTER1 Digitally signed ; Suzann by Suzanne = `� Jacobs e JacobS Date:2023.05.22 GENERAL NOTES: 15:18:57-04'00' C/O CASED OPENING CT CERAMIC TILE Adantic Beach HM HOLLOW METAL MFR MANUFACTURER —_ PAINT PAINT REFER TO ARCHITECTURALS FOR ALL DOOR HARDWARE Atlantic Beach CounVy Club Phase 1 Construction Documents 1600 Selva Marina Drive Adan is Beach Florida 32233 REVISION No. DATE DEScwPnON 3 0}3133 WK to I OSR}P3 SET AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED U U U U U W x x x MATCH DOOR MATCH DOOR MATCH DOOR MATCH DOOR ¢ MATCH DOOR �h MATCH DOOR Z 151-1 151-I 151-7 151-1 151-1 y 151-1 W W U) UJ [) Q ILL] W MATCH G MATCH MATCH MATCH MATCH S MATCH MATCH G MATCH MATCH MATCH I'-0' Z U) W LL W U U & F = W Q Q < > LL 0 O 06 A B C D E F = tY SOLID WOOD STILE SOUD WOOD STILE SOLID WOOD STILE SOLID WOOD STILE SOLD WOOD STILE SOLID WOOD FLUSH m O AND RAIL 2 PANEL AND RAIL 2 PANEL AND RAIL 2 PANEL AND RAIL 2 PANEL AND RAIL 2 PANEL FACE DOOR WITH DOOR TO MATCH TRUE LOUVER DOOR DUTCH STYLE DOOR DOOR WITH CLEAR DOOR WITH PORTHOLE STYLE J O ALL DIMENSIONS TO MATCH ALL TO MATCH ALL TEMPERED GLASS SIMULATED LOUVERS. VIEW LITE.DOUBLE U Q AND PROFILES OF DIMENSIONS AND DIMENSIONS AND UPPER LITE TO MATCH DOOR TO MATCH ACTING BARREL Z EXISTING FITNESS PROFILES OF EXISTING PROFILES OF EXISTING ALL DIMENSIONS ALL DIMENSIONS HINGES. _ DOOR 151-1 FITNESS DOOR 151-1 FITNESS DOOR 151-1 AND PROFILES OF AND PROFILES OF Q EXISTING FITNESS EXISTING FITNESS DOOR 151-1 DOOR 151-1 ELEVATIONS OF INTERIOR DOORS SCALE:1/2"=V-13" 1 -I D-3-.O3 DRAWN BV: LH;HGIJhI PROJECT ND.:1022-752 05-2323 PERMIT SEI SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 106 CALABASAS,CA 91302 j 310.670.9144 info epee.wm -ID50 a SLATWAU. aG s�-_,n�c:..Acwrzrs.uunccns HINT HARRIS INTERIORS OPEN TO CHECK-IN AREA 7 LENOX POINTE BEYOND ATLANTA,CA 30324 404.492.5997 / 2 PRESIDENT:KELLEY HARRIS / 2 T7\ _ e 3 2 2 3 4D5. -105. D5. • 1 11V 1 •YOUTH CHECK-IN AREA-PLAN NORTH YOUTH CHECK-IN AREA- PLAN SOUTH y1P�p of 4q�o�9 -ID4.0 SCALE:I/2 V-0" ID4.0 SCALE:1/2"=1'-0" y� m ID6962 Digitally signed Suzann by Suzanne INTER, Jacobs e Jacobs Date:2023.05.22 15:19:20-04'00' ~ ADD ADDITIONAL RECESSED FIMURES TO INCREASE ADD ADDITIONAL RECESSED FIMURES TO INCREASE Adantic Beach LIGHT LEVELS. LIGHT LEVELS. - �' _ 4 Atlantic Beach Country Club _ Phase 1 REMOVE EXISTING ACOUSTICAL PANELS.SURFACE n SURFACE MOUNT ACi-4 TO FNTRE CEILING I Construction Documents _ MOUNTACT-470 ENTIRE CEILING SURFACE.REFER _ SURFACE.REFER TO FINISH SPECIRCATIONS.PULL 1600 Selva Marina Drive - TO FINISH SPECIFICATIONS,PULL ALL ELECTRICAL, ALL ELECTRICAL.MECHANICAL,AND FIRE MECHANICAL AND FIRE PROTECTION DEVICES TO r PROTECTION DEVICES TO FACE OF NEW CEILING Atlantic Beach Florida 32233 FACE OF NEW CEILING THICKNESS. _ THICKNESS. REVISION wTF DFscRlPnan M 2s'soxsox m .OS112J PEWRl SET i N R l;� 3 GROUP FITNESS-PLAN WEST 4 .EXERCISE ROOM-PLAN SOUTH WEST '-ID4.0: SCALE:1/2"=1'-0" •I-ID4.0j SCALE:1/2"=1'-0" w 1-- Z w U U) w t— Z Z W L O w U) w O w 2 m U Z Q 1-ID4.01 . AI0.N -- L -......----- l1fiAWNBY: LWHGIJM PROJECT NO.:2022-352 0523-23 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 j 310.670.9144 inb@she"emm 3 4 I/I-IDa.I l - -IDS -IDS. 7-{}•TALL MILLWORK CABINET FOR WINDOWSSEE _ IS-DEEP ALL PAINT GRADE. 51ILE AND RAIL SHAKER SME SCHEDULED TILE FULL HEIGHT 5 1WITH FLAT PANEL. - BACK SPLASH. oPV.w+��. .•wcwrzc.s.Evc.n[[Rs 115. i aOS.D I17 STYLE EEP.7-OPHIGH HUTCH CABINET WITH STILE& CMIL WORK ONSTRUCTED YUA'TD BE \ / \ SCHEDULED QUARTZ CONSTRUCTED OF PAINT _ -_- COUNTERTOP WRAPS RAIL SHAKER STYLE DOORS GRADO SHEET MATERIAL I 1 CABINET, WITH FLAT PANEL.ALL PAINT WITH HARDWOOD BANDING. 1 -IDS. GRADE H I N T L- TV BY OWNER -- 2 / \ \ SCHEDULED QUARTZ HARR^S'INT ERIORS 1 L i 5 0 COUNTERTOP. b _� __� - 2"DEEP BASE CABINETS. 1 7 LENOX POINTE - 24"DEEP BASE CABINET WITH - / I .SCHEDULED QUARTZ / ATLANTA,GA 30324 2 COUNTERTOP. CABINET HARD WAREPRO PULL !1 11 Hi 11 1177= 404:KELLE97 -los o SCHEDULED BASE WRAPS 1;-_,,,--I� ALL WAN PRESIDENT:KELLEY HARRIS CABINET. III lilt / PROVIDE PER PULL Ili fill / I PAINT GRADE FILLER CABINET Ir`1 CABINET HARDWARE Ili ill / 1111 ALLOWANCE. UNDER COUNTER ADA REFRIGERATOR-REFER TO FOOD SERVICE SPECS.GC TO COORDINATE MILLWORK L3'-0" CABINET&APPLIANCE REQUIREMENTS 4 3 1 YOUTH AREA-PLAN WEST YOUTH AREA- PLAN NORTH YOUTH AREA-PLAN SOUTH -114.0 SCALE:1/7•=1'-0" -I+t 14.07/SCALE:1/2"=V-O" 'J�ID4o SCALE:1/7'=P-O" �� AE OF Ft0 E Jq co/�9 N ID6962 'A Digitally signed Suzann by Suzanne JNTERt Jacobs e JacobS Date:2023.05.22 15:19:50-04'00' 12'DEEP CABINETS WITH SHAKER STYLE DOORS. 10'DEEP TOWEL SHELVES. -- 2 3 2 SCHEDULED TILE BACK PLASH. Atlantic Beach -IDS '-IDS. -IDS SCHEDULE QUARTZ COUNTERTOP. TILE S SFOR TPATTERNS PDER O Atlantic Beach Coun Club DET ILS \ •_I 26"DEEP BASE CABINET MIL Phase - DRAWERS. -___ "105. 1--�I- ,5.0 ConstrucllonDocuments \ / S-6 AFF II MIRROR SCHEDULED QUARTZ 5`6" AFF 1600 SEW Marina Drive 2a•DEEP CABINETS WITH _ Iw c 1 Atlantic BeaCh.Florida 32233 \ EN i0 COI' R INTEGRAL KICK. - I COUNTERTOP BACK&SIDE i a 1 .. ._ w _ BE - -- - 4 II II " – '• __-_ -"----'-_— -105.0 (� I I SPLASH. REVISION DSA {l PROVIDE$15.00 PER PULL FOR _ FI Z II TYPICAL VANITY TO BE2�" I TILE AS SCHEDULED.REFER TO�S N0. DATE OESLRIP110H COFFEE v CABINET HARDWARE - - - Z I __I_-J1 SQUARE PAINT GRADE LEGS _ DETAILS FOR TILE PATTERNS DS D -- ALLOWANCE. WITH A 5"HIGH APRON. _ O PROVIDE MILLWORK BASE3 DIES INTO WOOD 4 0-- 90%W F,f__ =;P,, UNDER COUNTER ADA r -- --Y PLUMBING SHIELD AT EACH 0-- -=;P, s2at0 aEl,Mrt SET REFRIGERATOR-REFER TO SINK LOCATION.PROVIDE lII Y FOOD SERVICE SPECS.GC TO f`I 0 ^ CHROME FERRULES AT EACHWWOOD TRIM RECEIVES BASE-3 14 I;i i'I 1 COORDINATE MILLWORK 15.0 LEG. AND BASE-5 Dsa III i' 11 CABINET&APPUANCE F I:I REQUIREMENTS .!• --- - NOTE:ALL MILLWORK PAINT T- r GRADE. 1�2 CLEAR HOLD 1Y2 3 DS D7 4 RECEPTION @YOUTH/FITNESS-PLAN SOUTH 5 MEN'S FITNESS RESTROOMS-PLAN EAST 6 MEN'S FITNESS RESTROOMS � 4.O SCALE:I/2"=1'-O" -ID4.0 SCALE:1/7'=I'9' -ID4.0'L SCALE:1/2"=1'-0" II1 LU I Z W U U) UJI TILE AS SCHEDULED.REFER TO� z A+J DETAILS FOR TILE PATTERNS 150 TILE AS SCHEDULED.REFER TO TILE AS SCHEDULED.REFER TO( Z z DETAILS FOR TILE PATTERN DETAILS FOR TILE PATTERN 150 r it- I —lam-�i W,^ O MIRROR I I MIRROR 150 r MIRROR 11 5'-6"+-AFF VJ 0 /.l II II INIc.I II 5'-6'•+_AFF 5,.6„+"AFF _ .i 1NI c1 Q w L, II ,Y II I I II COU TELEDOVA K _�__ _1' 2 91 I a (n W m COUNTERTOP BACK&SIDE _ C)' I I - z Z --- ---- - TYPICAL VANITY i0 BE 27 ._.."_�-:- --L— 10 O SQUARE PAINT GRADE LEGS -1 WITH A S"HIGH APRON. PROVIDEMILLWORK rl 2 PLUMBING SHIELD AT EACH -•- -ID5.0 SINKLOCAIION.PROVIDE CHROME FERRULES AT EACH LEG. _ ..-..-_ ._ /^ ly2'• 3 ,1y" 15.07 — 7 WOMEN'S RESTROOMS- PLAN EAST ,FITNESS RESTROOM (,YOUTH RESTROOM -ID4.0 SCALE:1/2”=V-0" -ID401 SCALE:1/2"=1'-0" -ID4.0 SCALE:1/7'=P-G' _ - 1-ID-4-.-O-2- SCjL�.ASH __DRAWN BY: LH_MGIJM PROJECT NO.:2022-352 052323 PERMIT SET SHEPPHIRD ASSOCIATES *— ARCHITECTS+ENGINEERS 26550 AGOURA ROAD.SUITE 1D6 CALABASAS,CA 91302 J 310.670.9144 Wo@shep-ae.mm :�c n rnw.m.sv�a'�.cs�c K.nws O HINT HARRIS INTERIORS 7 LENOX POINTE -- l REFER TO ELEVATIONS FOR PLE WAINSCOT Digitally signed ATLANTA,GA 30324 1}`} 404.492.5997 Suzann by Suzanne PRESIDENT:KELLEY HARRIS Jacobs e Jacob522023.05.22 BASEr 851396 15:20:15-04'00' MODIFIED SCHLUTER 10LLY SATIN NICKEL ALUMINUM �� T•x&t4' - -FRP-1 SCHEDULED TILE BASE - 1/8"BACKERBOARD SCHEDULED CERAMIC WALL TILE&COVE BASE SCHEDULED MOSIAC TILE ON WALL SCHLUTER DILE%SAl1N rr EPDXY FLOOR WITH ER DILEX SATIN -- NICKEL ALUMINUM COVE - INTEGRAL BASE.EPX-1 LL ALUMINUM COVE BASE - � SCHEDULED FLOOR 11LE SCHEDULED FLOOR TILE LED FLOOR TILEID6962 --------- sr. 5$4705" /MTFP10 1?.13!16' 1 BASE-12 BASE-2 3 BASE-3 4 BASE-4 5 B-5 BASE 17 BAS E-8 -ID5.0 SCALE:N.T.S. 1-ID5.01 SCALE:N.T.S. -ID5.0 SCALE:FULL SCALE 1-ID5.D SCALE:FULL SCALE 1-1!5.0 SCALE:FULL SCALE -ID5.0 SCALE:FULL SCALE 2yg. _ SCHEDULED FRP ASHLAND _ CR-378 Atlantic Beach Projection:5-Y2 \ Height - '/" Atlantic Beach Country Club Apprcwed adhesive 3a. Phase 1 Cove Cap Z-Bar 8 SHOE MOULD SM 1 Construction Documents installed to spec. _ 1600 Selva Marina Drive D5.01 SCALE:FULL SCALE A ��(J`OSu -Itlantic Beach.Florida 32233 Wall surface REVISION �� ////// ND. oXh oescwrrlon — / 3 0136! 9Vn CA PE6MIi SEI ri Approved adhesive >' I BA.SE installed per approved I"FIED Spec.option 1,2 or 3. _ r 1'x7 ' Protect-AU Flooring � -- SY7 SSw95 10 CROWN-2 18 CROWN-3 1-1!5.0 SCALE:FULL SIZE 1-IDS0 SCALE:FULL SIZE - LLI Z Substrate J Ill Approved adhesive J TRIM AT HEAD TO MATCH SIZE U U) _ 554705" AND PROFILE PER ROOM 151AS SCHEDULED 12'.tY16' 9 CROWN-1 OMIATCHSI EAND PROFILE Z LL 6 BASE-6 7 BASE-7 7- 1-ID5.0 SCALE-N.T.S. PER ROOM 151 r P O -ID5.01 SCALE:N.T.S. -ID5.0 SCALE:N.T.S. 0-,PLINTH BLOCK AS SCHEDULED IJ.I t.L TO MATCH SIZE AND PROFILE 06 PER ROOM 151 Q UI D NOTE:CASING-11S TO 13 CASING-3 MATCH THE PROFILE, -ID5.01 SCALE:FULL SIZE - m O SIZE !THICKNESS ATROOM 113 J N AS 7— ATROOM,,, IV J y --- - Z 31'z' MY TILE , 11 CASING-1 12 CASING-2 14 MISC MOULDING MM-1 16 MISC MOULDING MM-2 15 TRIM PACKAGE BASIS OF DESIGN SCALE.�W.Eo -ID5.0 SCALE:FULLSIZE -ID5.0 SCALE:FULLSIZE -1!5.01 SCALEFULLSIZE '-1!5.01 SCALE:FULLSIZE1dD5.0 SCALE:N.T.S. DRAMMBY: W_HGIN ROJ PECT 146 2022-352 052323 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 NOTE:CASING CALABASAS.CA 91302 MAY OCCUR ON VERIFY S 310.670.9144 mfo@shepae.m VERIFY VERIFY VERIFY ONE OR BOTH ARTITIO ARTITIO ARTITIO SIDES.REFER TO ARTITIO �1s°u°..._ k 'NOTE:ALL 'NOTE:ALL SCHEDULE MOULDINGS PAINT MOULDINGS PAINT GRADE UNLESS NOTED GRADE UNLESS NOTED SCHEDULED f°"g',P`,.acwh.,sx_,xcros OTHERWISE OTHERWISE 1/2' WOOD CASING. INTO TFC ASIS 1 REFER TO FINISH INTO EDGE OF CASING COP^"xw"F� _ SCHEDULED WOOD SCHEDULED WOOD SCHEDULE / CASING CASING SCHEDULED WOOD e HOLLOW METAL CASING /."OFFSET J /Y"OFFSET FRAME \�// Y"OFFSET HINT I - -�IY"HARDWOOD HEAD 1Y."HARDWOOD HEAD SCHEDULED I Y"HARDWOOD HEAD [HA1RI,!,.1,NTE.RIORS DOORSTOP DOO SCHEDULED DOOR 7 LENOX POINTE ATLANTA,GA P30324 OINTE 1/J HEAD/JAMB DETAIL 2/J HEAD/JAMB DETAIL 3/J NOT USED 4/J HEAD/JAMB DETAIL J5 JAMB DETAIL TILE 4NT:KE.5997 -ID5.0 SCALE:11/7'=1'=0" -ID5.0 SCALE:I1/T=1'=0' 1-ID5.0 I-IDS, SCALE:11/2'I'=0" -ID5.0 SCALE II/T=1'=0" PRESIDENT:KELLEY HARRIS Suzann Digitallysigned by Suzanne Jacobs e Date: Jacobs 202 5:200:42:42-04'00' 1E OFFt, hlp'NN£�q�1J9 � Ip6962 � 'FLOORING TRANSITION OCCURS UNDER DOOR /NTEM EnIFYJ VERIFY SCHEDULED DOOR VERIFY VERIFY SCHEDULED SPORT FLOOR VERIFY JAMB WIDTH JAMB yylp7Fl JAMB 8 WIDTH{- DOOR STOP JAMB WIDTH SCHEDULED DOOR JAMB FACE SCHEDULED LVT DOOR STOP EXTERIOR FLOOR MATERIAL I I EXTERIOR FLOOR MATERIAL SCHEDULED PORCELAIN I JAMB FACE I I PAVER EXTERIOR THRESHOLD. EXTERIOR THRESHOLD. SCHLUTER RENO-TK COLOR SCHLUTER RENO-U COLOR TBD REFERENCE ARCHITECT'S REFERENCE ARCHITECT'S DRAWINGS DRAWINGS TED JOHNSONITE RRS-XX-C REDUCER, I I COLOR TBD f I SCHEDULED LVT FLOOR Beach SCHEDULED LVF SCHEDULED CERAMIC TILE SEALED SEALED CONCRETE I CHEDULED LVT.USE i LEVELER TO FLOAT FLOOR I + I OVER 3'-0"TO MEET TRIM _J Atlantic Beach Country Club 2LPhase 1 a a-° ° a q _ _ a ° Construction Documents ° - a - a. - -- - - 1600 Selva Manna Drive Atlank Beach,Florida 32233 SPORTS FLOOR TO LVT UNDER REVISION S1 LVT TO EXTERIOR, UNDER DOORS2 TILE TO EXTERIOR,UNDER DOOR S3 TILE TO LVT,UNDER DOOR S4 LVT TO SEALED CONCRETES5 DOOR 1-ID5.0^ SCALE:3"=1'-0" -ID5.0 SCALE:3"=1'-0" -ID5.0 SCALE:3"=1'-0" 1-ID5.0 SCALE:3"=1'-0" -ID5.0 SCALE:3'=1`9' 0&3623 9 033323 PE0.N11Ii SEI LL `^ F_ vJ J W F- C) UJ C/) J r W — LLI Z Cl) (n ❑ QLLZ = �'3 Q a LLI Ib � Q O � 2 p m Q w J = U 1 -_I D 5 .02 Eas°e° - - pWMVBY-MGM---------- - REM'1872-352 052b23 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560AGOURA ROAD,SUITE 106 CALABASAS.CA 91302 b 310.670.9144 mf.@Shepae.= T-8" WALL AT SIDE OF DESK LINE OF QUARTZ TOP CAP ABOVE Digitally signed N I NT Suzann by Suzanne HARR SEAM QUARTZ 8FILL FOR INVISIBLE 3�a, IS INTERIORS JOINT AFF Jacobs 7 LENOX POINTE a = 5-1/2"WIDE="V-GROOVE PAINTED 9'_6��+- ✓ 1E•� TRIM.BLpp OCk AS REQUIRED G J a CO N S Date:2023.05.22 ATLANTA,GA 30324 I - 404.492.5997 DESK AREA TOP TO BE SCHEDULED 3CM 15:21:11-04'00' - QUARTZ WITH STRAIGHT EASED EDGES PRESIDENT:KELLEY HARRIS ON TWO LAYERS OF PLYWOOD FOR SUPPORT DRAWERS BELOW GROMMETS CENTERED ON PANEL 83�' LINE OF TOP 8 APRON MITRES& SCHEDULED WALL ABOVEz 2'2' 2.2•• RETURNS TO FRONT FACE OF DESK z T-9" LINE OF DESK FRONT BELOW O COVE TURNING TOMM-2 ATWALL TOP OF MILLWORK Ib RETURNING TO WALL 3Y2' I'iQL'z' q I'10}�j' CENTER V-GROOVES ON FRONT OF - I-ID5.07 DESK 4'-OV2• BLOCK AS REQUIRED j "FRAME TO ALIGN WITH MILLWORK BELOW MILLWORK WINDOW WITH CLEAR ♦E OF FZC�r GLASS.SIZE,EXPRESSION OF FRAME 8 y1P YdKE�q o�q MULLION TO MATCH EXISTING ARCHITECTURAL WINDOW AT GROUP '" ID6962 FITNESS ROOM 151. i J`r � @ PAINTED SILL 1 SECTION AT YOUTH CHECK-IN "T`R'D I-ID5.0 E INTO WALL SCALE:11/2" V=0" TRIM TO RETURN AND DI PAINTED SOLID WOOD FRAME AT TOP, ,a BOTTOM,AND SIDES PAINTED SLATWALL INSET INTO MILLWORK FRAME-START WITH FULL BOARD AT TOP OF PANEL AT FRAME. JOINTS AT SLATWALL PANELS TO BE -TOP TO BE SCHEDULED 3CM QUARTZ TOP TO BE SCHEDULED 3CM QUARK INVISIBLE 2-7 STONE WITH STRAIGHT EASED EDGES 2'-T' STONE WITH STRAIGHT EASED EDGES SLATWALL:ULINE#H-4776 PAINT READY 1'-0" 4'X8'PANELS,WITH 3"O.C.SLOTS Adandc COVE MOULDING MM-2 AND WOOD COVE MOULDING MM-2 AND WOOD 16 PHONE 1.800.295.5510< _ Beach - TRIM 1-ID5.07 TRIM 1-ID5.07 A PAINTED WOOD TRIM ON FRONT AND PAINTED WOOD TRIM ON FRONT AND Atlantic Beach Country Club OF DESK W ITH J BEAD EDGE BACK OF DESK WITH;BEAD EDGE Phase 1 1/2 5" 1/2" / 1/2 5-1/2"WIDE"V-GROOVE PANELING •• COStTUCfIon Documents 2 2„ 5-1/2"WIDE a'V-GROOVE PANELING I'-5 2'. 1600 Selva Marina Drive DESK AREA TOP TO BE SCHEDULED 3CM Atlantic Beach,Florida 32233 DESK AREA TOP TO BE SCHEDULED 3CM _ -_ _ QUARTZ WITH STRAIGHT EASED EDGES PROVIDE BLOCKING IN WALL TO QUARTZ WITH STRAIGHT EASED EDGES ON TWO LAYERS OF PLYWOOD FOR SUPPORT SLATWALL AS REQUIRED ON TWO LAYERS OF PLYWOOD FOR SUPPORT REVISION SUPPORT xo. DATE sEscRiPna BLOCK AS 3Y'• 5" I'-S' - v REQUIRED DESK 36 BEYOND J, 3 013613:90%W S" IN 1 051913:PEW SET - PAINT GRADE DRAWERS ON FULL SCHEDULED BASE AND SHOE MOULD PAINTED CABINET BEYOND - }- EXTENSION GLIDES WITH FILE DRAWER BELOW.BLACK MELAMINE INTERIOR AND DECORATIVE OIL RUBBED BRONZE HARDWARE.PROVIDE LOCKS ON ALL ALL EXPOSED AREAS TO BE PAINTED PROVIDE FILLER STRIPS AT CABINETS FOR DRAWERS BASE TO DIE INTO M -- PROVIDE FILLER STRIPS AT CABINETS FOR PAINTED TOEKICK AND SHOE MOULD �` BASE TO DIE INTO �+ - SCHEDULED BASE AND SHOE MOULD - PAINTED TOEKICK AND SHOE MOULD _ SCHEDULED BASE AND SHOE MOULD 2 SECTION AT YOUTH CHECK-IN 3 SECTION AT YOUTH CHECK-IN 4 SECTION AT YOUTH CHECK-IN SLATWALL LU -ID5.0 SCALE:11/2"=I'=0' -IDS. SCALE:11/2"=1'=U' -ID5.0- SCALE:11/2"=1'=0" Z W U U) CABINET HARDWARE W I Z r I_" r U) W IL —J J W CABINET DOOR PULLS Q MANUFACTURER:COLONIAL BRONZE = W W W ITEM#:171 TRANSITIONAL KNOB SIZE:1-1/8"DIAMETER X I"PROJECTION FINISH"OIL RUBBED BRONZE,USIOB O CABINET DRAWER PULLS MANUFACTURER:COLONIAL BRONZE lb ITEM#:663 SIZE:4.000"OC,0.9375"PROJECTION J FINISH"OIL RUBBED BRONZE.USI OB U SOFT CLOSE CONCEALED HINGES z MANUFACTURER:BLUM Q ITEM:BLUMOTION,CUP HINGE 110 DEGREES 2 DRAWER GLIDES MANUFACTURER:ACCURIDE REM:MEDIUM DUTY.FULL EXTENSION SOFT CL05E CAM LOCKS 1 -05.03 MEDIUM DUTY,OIL RUBBED BRONZE US)OB FINISH,KEYED ALIKE ---------------------- SCALP rsxoTEo .. .................. OPAWN BY' LHMGUM PROJEOTNO.:2032352 052333 PERMT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 265E0 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 ----- d 310.070.9144 info@shepae.can SIDE WALL 7'4' 3 z•' I qY" I)"' SIDE WALL nc .a* sw co=re...,wo•¢n. ly" 4y' G-9" - _ - .arwrcas.tncwEr.*.s BOXED OUT FRAME TO ALIGN WITH WINDOW SILL ABOVE SLATWALL FRAME BELOW - — LINE OF BUILT OUT BASE BELOW ' SILL TORETURN TOWALL-TYPICAL PAINTED MILLWORK AROUND SLATWALL HINT SCHEDULED PAINTED SLATWALL HARRIS INTERIORS PAINTED SILL n,.ra rr.re GYP.BD.WALL - -- 7 LENOX POINTE MULLIONS BETWEEN WINDOW _ _ INTERIOR OF CABINETS TO BE BLACK 2'O' 4Y„ 2'0' 4y� 2'0" NARROWERTHAN FRAME MELAMINE ATLANTA.GA 30324 404.492.5997 7',6' _ STILE&RAIL DOOR WITH OGEE PROFILE PRESIDENT:KELLEY HARRIS MILLWORK WINDOW WITH CLEAR — AND FLAT INSEE PANEL ON SOFT GLASS.SIZE.EXPRESSION OF FRAME& I CLOSING HINGES-TO BE MULLION TO MATCH EXISTING CONSTRUCTED OF PAINT GRADE Ct FARCH ITNESS ROOM L WINDOW AT GROUP r - - I MATERIALS p qy g0' 2'-0' END PANELS O ALIGN WITH WINDOW TOP OF PAINTED WOOD CABINETS AND MILLWORK BRIDGE BELOW oil I CROWN AND MILLWORK BRIDGE 4'49'VIF ABOVE SCHEDT-10" CENTERLINE OF WINDOW5/SLATWALL BELOW ULED 3CM QUARTZ COUNTERTOP AND DESK SCHEDULED TILE BACKSPLASH _ 7'-1 IYj-VIFUNDERMOUNTSINKCENTERED ON CABINETS-REFER TO MEP SPEC COUNTER TO DIE INTO SIDE WALL SEE HARDWARE NOTES tf OF FZOq� E Jqn�9 OIL RUBBED BRONZE HARDWARE WITH m LOCKS ON ALL DOORS AND DRAWERS- " 106962 2 SECTION AT YOUTH AREA CABINETS AND SLATWALL KEYED ALIKE 1 SECTION AT YOUTH AREA WINDOWS ABOVE CABINETS AND SLATWALL I-ID5.0 SCALE:11/2"=I'=0' 1-IDS.. SCALE:)1/2-V=0' fkrw I C Digitally signed 9'-6"+-AFF VIF 9'-6- AFF VIF ' Suzann by Suzanne Jacobs Atlantic Beach SCHEDULED WALL ABOVE SCHEDULED WALL ABOVE e J a c o b s Date:2023,05.22 ,6 15:21:49-04'00' COVE TRIM MM-2 AT TOP OF MILLWORK 16 COVE TRIM MM-2 AT TOP OF MILLWORK Atlantic Beach Counter Club RETURNING TO WALL 1-ID5.07 B3�,. RETURNING TO WALL I-ID5.07 Phase 1 I MILLWORK WINDOW WITH CLEAR o I MILLWORK WINDOW WITH CLEAR Construction Documents GLASS,SIZE,EXPRESSION OF FRAME& - GLASS.SIZE,EXPRESSION OF FRAME& 1600 Selva Marina Drive MULLION TO MATCH EXISTING MULLION TO MATCH EXISTING ARCHITECTURAL WINDOW AT GROUP ARCHITECTURAL WINDOW AT GROUP Atlantic Beach Flodda 32233 FITNESS ROOM 151 FITNESS ROOM 151 '- PAINTED SILL V 2, PAINTED SILL 16 RDEVISI00N OEscwPna+ 6 _ COVE TRIM AT TRIM MM-2 I-ID5.07 _ COVE TRIM AT TRIM MM-2 I-ID5.07 PAINT UNDERSIDE OF MILLWORK a oa2aza soxm O-20 PEIQArt SET x r-o)4• INTERIOR OF CABINETS TO BE BLACK ' 2'FLAT TRIM AT MILLWORK 70 RECEIVE MELAMINE 11LE CABINET BEYOND STILE&RAIL DOOR WITH OGEE PROFILE AND FLAT INSET PANEL ON SOFT SCHEDULED TILE ON BACKWALL. CLOSING HINGES-TO BE PROVIDE CLEAR SEALANT AT ALL SEAMS CONSTRUCTED OF PAINT GRADE BETWEEN CABINETS/STONETOP AND MATERIALS TILED WALL PROVIDE 12)Z"BLACK MELAMINE SHELVES N t EAVY DUTY METAL PINS. I LU SCHEDULED 3CM QUARTZ COUNTERTOP W _ SCHEDULED 3CM QUARTZ COUNTERTOP WITH STRAIGHT EASED EDGES OVER a' 2'- WITH STRAIGHT EASED EDGES OVER _ z- MARINE GRADE SUBSTRATE U -y, MARINE GRADE SUBSTRATE SLAB FRONT PAINT GRADE FULL FIXED PANEL AT SINK U) EXTENSION DRAWERS ON SOFT REFER TO PLUMBING DRAWINGS FOR w CLOSING HARDWARE ADA UNDERMOUNT SINK&FAUCET --LAA SPECIFICATION CABINET HARDWARE Z _- STILE&RAIL DOOR WITH OGEE PROFILE - r r AND FLAT IN51ET PANEL ON SOFT STILE&RAIL DOOR WITH OGEE PROFILE w L: J J CLOSING HINGES-TO BE AND FLAT INSET PANEL ON SOFT CLOSING HINGES-TO BE LL CONSTRUCTED OF PAINT GRADE CONSTRUCTED OF PAINT GRADE CO .6 j IMT MATERIALS. ----'1 MATERIALS. CABINET DOOR PULLS _ INTERIOR OF CABINETS TO BE BLACK CLEAR AREA FOR ADA MANUFACTURER:COLONIAL BRONZE = w LU W • ---—- ELAMINE ITEM#:171 TRANSITIONAL KNOB J ❑ • PROVIDE I l)T"BLACK MELAMINE SHELF 11 INTERIORMELAM NEOF CABINETS TO BE BLACK SIZE:I-I/B"DIAMETER X V PROJECTION ❑ ___ ----- ON HEAVY aUTY METAL PINS. FINISH"OIL RUBBED BRONZE,USI OB O b PAINTED TOEKICK AND SHOE MOULD b 11 PAINED INTEGRAL BASE ON CABINET = I DOOR CABINET DRAWER PULLS CIO SEE HARDWARE NOTES FOR PULLS I MA SEE HARDWARE NOTES FOR PULLS NUFACTURER:COLONIAL BRONZE • 1, ITEM#:663 J OIL RUBBED BRONZE HARDWARE WITHOIL RUBBED BRONZE HARDWARE WITH SIZE:4.000"OC,0.9375"PROJECTION U • LOCKS ON ALL DOORS AND DRAWERS- `----1 LOCKS ON ALL DOORS AND DRAWERS- FINISH"OIL RUBBED BRONZE,U51 OB KEYED ALIKE KEYED ALIKE Z _f SOFT CLOSE CONCEALED HINGES MANUFACTURER:BLUM Q ITEM:BLUMOTION.CLIP HINGE 110 DEGREES DRAWER GLIDES MANUFACTURER:ACCURIDE ITEM:MEDIUM DUTY,FULL EXTENSION SOFT CLOSECAM LOCKS - 4 SECTION AT YOUTH AREA CABINETS AND SINK MEDIUM DUTY,OIL RUBBED BRONZE US I OB FINISH,KEYED ALIKE 1 I D5.04 3 SECTION AT YOUTH AREA CABINETS I-ID5.0 SCALE:11/2'=10'• -ID5.0 SCALE:11/2"=1'=0' SCALE AS rvOTEb------------- DRAW BY IHMG'JM PROJELTNO.:2022352 ---- 05 SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS•CA 91302 IT] CABINETS TO BE SECURED d 310.670.9744 u4o�shep-ae.can BLOCKING:N WALL WITH BLIND END PANELS RETURN TO WALL I FASTENERS SCHEDULED GYP.BD.WALL ,KKE y _ _ I I INTERIOR OF CABINETS TO BE BLACK N — /COVE TRIM ABOVE NTO Cjib `, "`=s,u•cw�¢c*s.e�.cncws b d MELAMINE �"J BLOCKING IN WALL WITH CABINET TO BE SECURED IBUND A STILE&RAIL DOOR WITH OGEE PROFILE FASTENERS AND FLAT INSET PANEL ON SOFT _ CONSTRUCTED ED OF PAINTCLOSING HINGES-TO GRADE— ———————— —— ——————— — - CABINET CONSTRUCTED OF 2 LAYERS HINT T J L— MATERIALS S �'PAINT GRADE PLYWOOD WITH fl - COVE TRIM ABOVE SOLO WOOD TRIM XARRIS INTERIORS ——————— ALL EXPOSED AREAS TO BE PAINTED QUARTZ STONE TOP BELOW 7 LENOX POINTE 8 EQUAL CUBBIES WOOD BASE AND TOEKICK TO ATLANTA,GA 30324 3'-0'• 5'-7s 3'-0" LOWER CABINETS SIMILAR TO UPPER y_1z•• CONTINUE AROUND MILLWORK 404.492.5997 12'0" PRESIDENT:KELLEY HARRIS 1 SECTION AT YOUTH AREA MEDIA CABINETS-UPPER SHOWN,LOWER SIMILAR 2 SECTION AT YOUTH AREA CUBBIE STORAGE 1-ID5.0 SCALE:11/7'=1'=0' -ID5.0 SCALE:11/2'=V=0" Digitally signed Suzann by Suzanne Jacobs e Jacob S Date:2023.05.22 OF Ft 15:22:13-04'00' pqf y~ N 106962 SCHEDULED WALL ABOVE SCHEDULED WALL ABOVE COVETRIM MM-2ATTOP OF MILLWORK 16 INTERO v RETURNING TO WALL I-ID5.07 CABINET BEYOND SCHEDULED WALL ABOVE INTERIOR OF CABINETS TO BE BLACK MELAMINE STILE&RAIL DOOR WITH OGEE PROFILE WALL MOUNTED TV ABOVE,PROVIDE A - BLOCKING IN W AND FLAT INSET PANEL ON SOFT ALL FOR SUPPORT OF 16 ..a.� CLOSING HINGES-TO BE TV AND BRACKET COVE TRIM MM-2 AT TOP OF MILLWORK CONSTRUCTED OF PAINT GRADE RETURNING TO WALL MATERIALS I-ID5.07 SCHEDULED'CM QUARTZ COUNTERTOP 16 V-6" PROVIDER);'BLACK MELAMINE 1'-6" WITH STRAIGHT EASED EDGES OVER 2 >✓ SHELVES N HEAVY DUTY METAL PINS. LAYERS MARINE GRADE SUBSTRATE I-ID5.07 1-5 PROVIDE I 'HARDWOOD EDGES TO AND PAINTED COVE TRIM MM-2 BELOW STABILIZE S�IELF SAG. l CABINET TO BE SECURED INTO 1•_6Ya• BLOCKING IN WALL WITH BLIND FASTENERS SCHEDULED 3CM QUARTZ COUNTERTOP 131GROMMETS IN COUNTER FOR m WITH STRAIGHT EASED EDGES OVER(2) ACCESS TO UNDERCOUNER POWER- U — 2'-0" OIL RUBBED BRONZE FINISH. - CABINET CONSTRUCTED OF 2 LAYERS Afianfic Beach Country Club f LAYERS MARINE GRADE SUBSTRATE COORDINATE LOCATION WITH CLUB. _ OF'-"PAINT GRADE PLYWOOD WITH - STILE&RAIL DOOR WITH OGEE PROFILE a SOLID WOOD TRIM Phase 1 b AND FLAT INSET PANEL ON SOFT 'X 3"PAINTED WOOD TRIM TO DIE INTO CLOSING HINGES-TO BE SND CABINETS 1600 S Ivla Marina Drive -- MATERIALS.OSTED OF PAINT GRADE - — `- Atlantic Beach Elodda 32233 STILE&RAIL DOOR WITH OGEE PROFILE is ANO FLAT INSET PANEL ON SOFT INTERIOR OF CABINETS TO BE BLACK CLOSING HINGES-TO BE qLL EXPOSED AREAS TO BE PAINTED MELAMINE CONSTRUCTED OF PAINT GRADE REVISION — MATERIALS. xo. oaTE o6scRiman ?'BLACK MELAMINE SHELF ON HEAVY PROVIDE U SHAPED CUT OUTS AT • DUTY METAL PINS.PROVIDE 1p" SHELVES FOR WIRE MANAGEMENT HARDWOOD EDGES TO STABILIZE SHELF 3 s 23 1. SAG _ >l�OUTLET PER ELECTRICAL DRAWINGS. 4 -n aEwalr INSTALL IN CABINET MILLWORK.GC TO WOOD TRIM AND SCHEDULED BASE a COORDINATE WOOD TRIM AND SCHEDULED BASE- - - SEE HARDWARE NOTES FOR PULLS INTERIOR OF CABINETS TO BE BLACK PAINT GRADE • OIL RUBBED BRONZE HARDWARE WITH MELAMINE LOCKS ON ALL DOORS AND DRAWERS �'BLACK MELAMINE SHELF ON HEAVY B, DUTY METAL PINS.PROVIDE 11" _ HARDWOOD EDGES TO STABILIZE SHELF SAG WOOD TRIM AND TOEKICK AND SCHEDULED BASE I SEE HARDWARE NOTES FOR PULLS OIL RUBBED BRONZE HARDWARE WITH LOCKS ON ALL DOORS AND DRAWERS ui 3 SECTION AT YOUTH AREA MEDIA CABINETS 4 SECTION AT YOUTH AREA MEDIA COUNTER5 SECTION AT YOUTH AREA CUBBIE STORAGE I-ID5.0 SCALE:1112"=1'=0" -ID5. SCALE:I1/2'=1'=(T 1-ID5.0` SCALE:11/Z'=1'=0' Z W U I � U) W CABINET HARDWARE Z W 1 J CABINET DOOR PULLS = W W W MANUFACTURER:COLONIAL BRONZE ITEM#:171 TRANSITIONAL KNOB SIZE:1.1/e"DIAMETER X("PROJECTION C) FINISH"OIL RUBBED BRONZE,US10B CABINET DRAWER PULLS m MANUFACTURER:COLONIAL BRONZE ITEM 7t:663 J SIZE:4.000"OC,0.9375"PROJECTION 0 FINISH"OIL RUBBED BRONZE,USIOB Z SOFT CLOSE CONCEALED HINGES Q MANUFACTURER:BLUM c ITEM:BLUMOTION,CLIP HINGE 110 DEGREES G DRAWER GLIDES MANUFACTURER:ACCURIDE ITEM:MEDIUM DUTY,FULL EXTENSION SOFT CLOSE CAM LOCKS 1 1 -1 D5.05 MEDIUM DUTY.OIL RUBBED BRONZE USI OB FINISH,KEYED ALIKE SCALP rsrvoTE9 ORAIhN BY LM'H&'JM -PROJECT NO.:2022352 — -- 05-2123 PERMn SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS SCHEDULED GYP.BD.WALL 26560 AGOURA ROAD,SUITE 106 PROVIDE VERTICAL CENTER PANEL CALABASAS,CA 81302 ----— `. _ - d 310.670.9144 iMo@sheo-ae.can SUPPORT - STILE&RAIL DOOR WITH OGEE PROFILE � ..yl wravwrtr+sm.�.w.,xss aux�..cs AND FLAT INSET PANEL ON SOFT —- CLOSING HINGES-TO BE CONSTRUCTED OF PAINT GRADE _-_ _ r,w rRc"nsas�cxcn,crns MATERIALS r -- INTERIOR OF CABINETS TO BE BLACK — - - MELAMINE \ _ PAINTED OPEN CABINET WITH 2- • / —_—— ——— / ADJUSTABLE SHELVES ON HEAVY DUTY HINT ,P_ _ ------------ -- - METAL PINS ARRIS INTERIORS LINE OF GROMMET BELOW H TE COVE TRIM ABOVE 7 LENOX- ATLANTA,GA 3 30324 COUNTERTOP BELOW 404.492.5997 SEE HARDWARE SCHEDULE FOR PULLS PRESIDENT:KELLEY HARRIS OIL RUBBED BRONZE HARDWARE WITH LOCKS ON ALL DOORS AND DRAWERS - KEYED ALIKE q IIJ 3'-6' 2'-4„ VI a' 9'-0' 1 SECTION TOWEL STORAGE AT YOUTH RECEPTION AREA 1-IDS. SCALE:I I/Z'=1'=0" 1E OF F4, EXISTING ANGLED DRAWINGS ARD REFER TO 1Q•aµE�q 9i0 ARCHITECTURAL DRAWINGS °0�9 1 T 3 DIRECT MOUNT CEILING SYSTEM MOUNTED n ID6962 m TO EXISTING GYP.BOARD PER e MANUFACTURES RECOMMENDATIONS SCHEDULED WALL ABOVE I"THICK EUROMAT CEILING SYSTEM BY /NTEM SOUND CONCEPTS.ALL MOUNTING �.. COVE TRIM MM-2 AT TOP OF MILLWORK 16 HARDWARE 15 CONCEALED-REFER TO ID RETURNING TO WALL 1-ID5.07 FINISH SPECIFICATIONS.BUTT JOIN PANELS Imo' SCHEDULED WALL ABOVE STILE&RAIL DOOR WITH OGEE PROFILE _ RELOCATE NEW LIGHTING,HVAC,AND 1'0" AND FLAT INSET PANEL ON SOFT SPRINKLERS AS REQUIRED TO CENTER IN CLOSING HINGES-TO BE PANELS. CONSTRUCTED OF PAINT GRADE . COVE TRIM MM-2 AT TOP OF MILLWORK 16 MATERIALS RETURNING TO WALL 1-ID5.07 INTERIOR OF CABINETS TO BE BLACK SZOpfO MELAMINE PAINTED CABINET WITH 2.ADJUSTABLE 9 PROVIDEff2 'PLYWOOD BLACK SHELVES ON HEAVY DUTY METAL PINS. MELAMINNELVES ON HEAVY DUTY 4 SECTION-ACOUSTICAL CEILING PANELS AT FITNESS AND EXERCISE ROOMS 8, PROVIDE 12"HARDWOOD FRONT EDGE. METAL PINS Beach PROVIDE VERTICAL CENTER PANEL -IDS. SCALE:11/2—I'=0" FIXED BOTTOM SHELF TO ALIGN WITH SUPORT ADJACENT CABINETS Atlantic Beach Counlrr Club SCHEDULED 3CM QUARTZ COUNTERTOP WITH STRAIGHT EASED EDGES OVER?' Digitally signed Phase 1 SCHE MARINE GRADE SUBSTRATE DULED 3CM QUARTZ COUNTERTOP IG _ MARINE GRADE SUBSTRATE Construction Documents WITH STRAIGHT EASED EDGES OVER�' - S UZa 1 n Y1 11 1 by Suzanne 1600 Selva Marina Drive SCHEDULEDTILE BACKSPLASH Jacobs Atlantic Beach Florida 32233 e JacobSDate:2023.05.22 SCHEDULED TILE BACKSPLASH r-6• -GROMMET FOR COFFEE MACHINE 15:22:42-04'00' REV ISIO N0. N OPTE CESCRIPPU! TOWEL WIPES/SANITIZER-SEE . ENLARGED PLANS FOR SPECIFICATIONS 3 OS3629 9e%W J} STILE&RAIL DOOR WITH OGEE PROFILE fszsz9 PfRNR SEi 6"GROMMET-RE ER TO ENLARGED AND FLAT INSET PANEL ON SOFT z'-z• PLAN FOR SPECIFICATIONS. Z- CLOSING HINGES-TO BE MA ERIALS CUNSTRTED OF PAINT GRADE 3' e• 1 /STILE&RAIL DOOR WITH OGEE PROFILE AND FLAT INSET PANELON SOFT INTERIOR OF CABINETS TO BE BLACK / CLOSING HINGES-TO BE _ MELAMINE CONSTRUCTED OF PAINT GRADE - MATERIALS r e"PLYWOOD BLACK MELAMINE -- �---------- I I �HE'LF ON HEAVY DUTY METAL PINS TRASH RECEPTACLE BY OTHERS I PROVIDE U SHAPED CUT OUTS AT I SHELVES FOR WIRE MANAGEMENT INTERIOR OF CABINETS TO BE BLACK j MELAMINE OUTLET PER ELECTRICAL DRAWINGS. INSTALL IN CABINET MILLWORK • •+=J OUTLET INSTALLED IN CABINET W I— I PAINTED TOEKICK WITH ATTACHED TO PAINTED TOEKICK WITH ATTACHED TO Z DOOR DOOR LjJV I . I I SEE HARDWARE NOTES FOR PULLS SEE HARDWARE NOTES FOR PULLS UJ OIL RUBBED BRONZE HARDWARE WITH LLI OIL RUBBED BRONZE HARDWARE WITH LOCKS E ED AOL KE ALL DOORS AND DRAWERS- Z LOCK OLALL DOORS AND DRAWERS- AKEn• CABINET HARDWARE KEYED # t W ILL J Q 2 SECTION-TRASH/TOWEL DROP AT YOUTH RECEPTION AREA 3 U)SECTION-COFFEE STATION AT YOUTH RECEPTION AREA CABINET DOOR PULLS = w W MANUFACTURER:COLONIAL BRONZE (/� J Q -ID5. SCALE:11/2"=1'=0" -ID5.0 SCALE:11/2-V=0" ITEM H:171 TRANSITIONAL KNOB SIZE:1-1/S"DIAMETER X 1"PROJECTION O FINISH"OIL RUBBED BRONZE,US10B CAOINET DRAWER PULLS m MANUFACTURER:COLONIAL BRONZE ITEM 4:663 J SIZE:4.000"OC,0.9375"PROJECTION („ FINISH"OIL RUBBED BRONZE,US IOB Z SOFT CLOSE CONCEALED HINGES Q MANUFACTURER:BLUM C ITEM:BLUMOTION,CLIP HINGE 110 DEGREES C DRAWER GLIDES MANUFACIFURER:ACCURICE ITEM:MEDIUM DUTY,FULL EXTENSION SOFT CLOSE CAM LOCKS 1 -05.06 MEDIUM DUTY.OIL RUBBED BRONZE US)OB FINISH,KEYED ALIKE ...................... SCALE AS NOTD) DRAWN BY LHMG:JM PROJECTNO.:2022352 052323 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 4 26560 AGOURA ROAD,SUITE 106 URINAL WALL FINISHED PAINTED PLYWOOD CALABASAS,CA 91302 1-ID5.07 CENTER PANEL AT LEGS TO SCHEDULED GYP.BD.WALL RECEIVE SUPPORTS FOR J 310.670.9144 mf.@@ hep— SCHEDULED .can PLUMBING SHIELD.SECURELY FASTEN TO STRUCTURE AND _ - - VANITY LEGS - -f. SCHEDULED SINK ABOVE-REFER TO PLUMBING DRAWINGS -_ —_ SCHEDULED GYP.BD.WALL °^R1P1' "mcx.x+.nEns.rNc+xcas r PROVIDE FINISHED PLYWOOD ---� ! ,_ SIDE PANEL AT LEGS AS REQ'D TO �•' - RECEIVE SUPPORTS FOR TO PLDUM6ING DRAWINGSULED SINKS FASTEN REFER PLUMBING SHIELD.SECURELY FASTEN TO STRUCTURE AND _ - VANITY LEGS _ — N PROVIDE FINISHED PLYWOOD H NT SOLID 2-172"SgUARE LEGS AT SIDE PANEL AT LEGS AS REQ'D TO HARRIS INTERIORS FRONT-1 CABINET,PAINT •`,,'� RECEIVE SUPPORTS FOR e GRADE.F CA WIDE BLOCKS AT PLUMBING SHIELD.SECURELY i APRON AND FOOT. FASTEN TO STRUCTURE AND 7 LENOX POINTE VANITY LEGS ATLANTA,GA 30324 - ----- PRESIDENT KELLEY HARRIS REMOVABLE STILE&RAIL -- _ -- 404.492.5997 ---------------------------- - PLUMBING SHIELD WITH OGEE ____________________ ________________—-______________________ FROM 2O CABINARP INT AT TRIM AND FLAT PANEL INSET. ___________________________________________ __________________________ _ _________________________ ____ _________._ MOUNT TO SUPPORTS USING _______________________________-_-___________________________________________ _________ FR N FCABI ET, ANT - ---- GRADE.2-3/4"WIDE BLOCKS AT Z-CLIPS APRON AND FOOT. 2Y' L_ a< Vlc 24' � REMOVABLE STILE&RAIL Yu LINE OF APRON ABOVE ra- PLUMBING SHIELD WITH OGEE TRIM AND FLAT PANEL INSET. MOUNT TO SUPPORTS USING LINE OF VANITY COUNTERTOP CUPS ABOVE LINE OF APRON ABOVE LINE OF VANITY COUNTERTOP ABOVE 1 SECTION AT MEN'S VANITY 2 SECTION AT WOMEN'S VANITY Digitally signed IID5.07 SCALE:1-1/2"=1'-0" 1105,07 SCALE:1-1/7=1'-O" Suzann by Suzanne ,\p1F-oE F4pgo 14C N9 Jacobs A 06962 e Jacob Date:2023.05.22 15:23:08-04'00' INTERIO SCHEDULED 3CM QUARTZ STONE BACKSPLASH a F AND SIDESPLASH WITH EASED STRAIGHT EDGE - SCHEDULED SINK AND FAUCET.REF�70Atlantic PLUMBING SPECS. - 2 SCHEDULED 3CM QUARTZ STONE TOP WITH 6- EASED STRAIGHT EDGE.INSTALL OVER." Atlantic Beach Country Club MARINE GRADE SUBSTRATE AND STEEL ANGLE w SUPPORTS.TOPS RUN WALL TO WALL. Phase 1 Construction Documents 1600 Selva Manna Drive . PAINT GRADE APRON WITH i BEAD EDGE. AlldntlG BBaCt1 l'10TId0 32233 SOLID WOOD 2-I/2"SQUARE LEGS BEYOND. - 2-3/4"WIDE BLOCKS AT APRON AND FEET. REVISION INSTALL LEGS 7'IN FROM WALL rvo. °nre °escaivn°x REMOVABLE STILE&RAIL WITH OGEE TRIM AND VANITY WITH QUARTZ STONE TOP AND w i r FLAT PANEL INSET.MOUNT TO HORIZONTAL BACKSPLASH BELOW J ? SUPPORTS USING Z-CLIPS. n s °aa>2a:s°xm ry PROVIDE FINISHED PLYWOOD SIDE PANEL AT LINE OF 1"THICK PAINTED WOOD CAP A7 6 - - asiaz° PmTart ser LEGS AS REQ'D TO RECEIVE SUPPORTS FOR URINAL WALL ABOVE.W ROD CAP 1.105.07 r f mg PLUMBING SHIELD.SECURELY FASTEN TO OVERHANGS I-I/4"OVER EACH SIDE r _ STRUCTURE AND VANITY SIDE PANELS. LINE OF CABINET SIDE BEYOND. ' SCHEDULED BASE TILE AND METAL COVE BASE.BASE-5 i0 DIE F----J INTO WOOD TRIM _ DASHED LINE INDICATES MINIMUM REQUIRED - ———— —J VERTICAL PAINTED WOOD TRIM MM-1 TO3 H ADA CLEARANCES TERMINATE TILE AT URINAL.WOOD TRIM RUN(2) q r H^• '` 2..°Y- °. FULL HEIGHT FROM FLOOR TO UNDERSIDEE OF � SATIN NICKEL FERRULE AT LOWER LEG WOOD CAP AND RETURN ON URINAL WALL .01 SIDE.z•-a. AND BACK DOWN TO FLOOR ON OPPOSITE SIDE. INTEGRAL COVE BASE AT TILE WAINSCOT TO DIE INTO WOOD TRIM TILE WAINSCOT ON BACK AND SIDE WALLS AT T URINAL W 3 SECTION AT VANITY SINK 4 SECTION AT URINAL HALFWALL /-5'\DETAIL-WAINSCOT WALL TILE LAYOUT 1-- Z Z ID5.07 SCALE:1-1/2"=1'-0" ID5.07 5CALE:1-1/7'=1'-0'• ID5.07 SCALE:1-I/2"=1'-0" W U U) W CABINET HARDWAREZ — F' — cf) 7.. Lu LL J J o6 LLI < Q � 5'-5"+- \ _ I"THICK PAINTED WOOD CAP AT CABINET DOOR PULLS = LL w W URINAL WALL. 1W/OOOV RPEACH MANUFACTURER:COLONIAL BRONZE a U) J Q ITEM#:171 TRANSITIONAL KNOB OVERHSIDEO SIZE:I-I/e"DIAMETER%1"PROJECTION FINISH"OIL RUBBED BRONZE,USIOB xq'COVE TRIM AT WO OD CAP 14 LINE OF WOOD TRIM MM-I BEYOND CABINET DRAWER L5 to 1-ID5.01 MANUFACTURER:RER:COLONIAL BRONZE J SIZE:4.000"OC,0.9375"PROJECTION L) FINISH"OIL RUBBED 9RONZE,USI OB Z b ENLARGED DETAIL-WOOD TRIM AT URINAL HALFWALL SOFT CLOSE CONCEALED HINGES Q MANUFACTURER:GLUM C 1 ID5.07 SCALE:3"-V-O' ITEM:BLUMOTION,CLIP HINGE 110 DEGREES C DRAWER GLIDES MANUFACTURER:ACCURIDE ITEM:MEDIUM DUTY,FULL EXTENSION SOFT CLOSE CAM LOCKS J-05.07 MEDIUM DUTY.OIL RUBBED BRONZE US10B FINISH,KEYED ALIKE $fplE:ASNOIED DRAWN BY'. LHMC'JM ---------------------- PROJEOTNO:2022352 I 052323_PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 8446 CALABASAS,CA 91302 FS4.1 FS .1 310.670.9144 wlls@ hePss PC1 PCS �a�nS�µEEps I ' i —•--r. � I ® — ,- -+ �- �t — PCC _ I l 0 0Adantic— k :3, _ Lj Beach J - — • Atlantic Beach CountN Club Phase 1&2 - - r Construction Documents u _ ,C ,� ��- — - �I�•'I _ _ �NI _ - �' 1600 Selva Marina Dnve Ti At anfic Beach,FL32233 _. o REVISION NO. DAIS DESCRIPTIDN 2 D-123�W m�D I L•---•- -•- -- -•� - Q J I_ a 11I Z ui rl CI W W U F W OVERALL FOODSERVICE PLAN 0 SCALE:1/8"=l'-0° FS2.1 FS3.1 0 J J W • O FS 1 .0 SCALE:DRAWN BY:kt* `c PROJECT NO.:2022352 OG/77 M`] DC DNAIT CCT 5.05' 5.06 5.15 ASSOCIATES ASSOCIS ARCHITECTS 4 ENGINEERS P.O.BOX 6446 CALABASAS,CA 91302 d 310.670.9144 e111.sCashepae o;r FOODSERVICE EQUIPMENT SCHEDULE FOODSERVICE EQUIPMENT SCHEDULE �:',� ITEM NO QTY EQUIPMENT CATEGORY EOUPMENTREMARKS ITEM NO QTY EQUIPMENT CATEGORY EQUPMENT REMARKS -M T i2 73 X•..A fi8 fit&R E3 1 1 BEERIWINE COOLER 42 1 HANDSINK SOAPBTOWELSYOWNER 1y1��Lls.enNncne 2 1 SEERAYINE EVAPORATOR COIL 43 - SPARE NUMBER 560-. 3 2 BEERANINE SHELVING 44 SPARE NUMBER 4 2 KEG RACKS 45 - SPARE NUMBER - 5 - SPARE NUMBER 46 2 BACK BARTOP AND CABINET BASE BVGENERN.C.NTRACTOR 1 WORKTABLEW!SINK 47 2 BACKBPRTOPANDCABINETBASE BYGENERALCORTRACTOR 7 1 WALL SHELF 46 2 BAC-COOLER 76 a 2 DRY STORAGE SHELVING 49 - SPARE NUMBER 9 - SPARE NUMBER 50 - SPARE NUMBER 10 - SPARE NUMBER sl 1 DOUBLE FROZEN DRINK DISPENSER COHOL' BYBEVERAGE PURVEYOR POOL BAR 5d 11 1 PJR CURTAIN.UNHEATED 52 2 BACK BPR WDLL LIQUOR DISPLAY Si �71 II I 12 1 •HAND SINK SOAPaTOWELBYOWNER 53 - SPARE NUMBER 3 13 1 TRPSH RECEPTACLE BY OWNER 5`1 - SPARENUMEER -M .1 43 (4] R =_________�.t 4 1 REFRIGERATED EERIVCE DROP IN COUNTER CASE 55 - `fF NUMBER 't'Y • N- d� Y-5 15 SPARE NUMBER 58 1 BAR TOP AND DIE BYGENERALCONTRACTOR g ? i 16 - SPARE NUMBER 57 POESTATION BYOWNER 9 I 17 1 POS STATION BY OWNER S8 UNDERBAR STORAGE CABINET 18 1 SERVICECOUNIER 59 SPARE NUMBER f l9 SPARE NUMBER 60 ISPARE NVMBER _ 20 - SPARE NUMBER 6t __l .GLASS WAS HER,ROTARY , 21 1 OVEN!RAPID COOK 62 1 TRASHRECEPTACLE BYOWNER IY v 22 1 UN OERCOUNTER REFRIGERATOR 641 2 UNDERBAR BLED ER STATION CARD V' 23 t TEA-1.1- BY BEVERAGE PURVEYOR 6/ i 2 UNDERBAR BLENDER STATION 38 dl 121 D OUPSCE 24 1 ICE 8300A STATION BVVENDOR 65 SPARE NUMBER 25 - SPARE NUMBER 66 1 BEVERAGE BLENDER BAR PANTRY RNDE 26 1 BEVERAGE COUNTER 67 2 SODA GUN HOLDER r s0cx 27 1 DISPENSER,SOFT SERVE BB 3 UNDERBAR ICE CHEST 32 26 1 REFRIGERATOR RFACH IN 69 - SPARE NUMBER 1 4 29 SPARENU.MER 70 SPARE NUMBER �- 30 - SPADRY STORAGE 71 3 UNDEGLASS FAR SPEED RAIL � � 31 2 DRY STORAGE SHELVING 72 1 GLASS FROSTER z� • '1J 1= 32 1 AIR CURTAIN,UNHEATED 73 1 DRAFT BEER(8)T-TOWER WI DRIP PAN 33 1 BEER CHILLER,LARGE,W1 STAND 74BAR REFRIG-TOR(GLASS DOOR) 14 34 2 DRY STORAGE SHELVING 75 ' SPARE NUMBER t1't u4 4 ( 35 - SPARE NUMBER Tfi 1 UNOERBAR HANG SINK 1 1tSeuYML 36 SODA BAG IN BOX PACK BV VENDOR 77 1 SLUSH,FR02EN BEVERAGE DISPENSER _ 37 1 ATER FILTER 78 1 UNDEREAR DUMP SINK _ " I ,•--;, 36 1 ICE BIN 79 2 SODA AND ICE DISPENSER BYBEVERAGE PURVEYOR :- ": =_ •yll�, 39 - 6PARE NUMBER Bb100 SPARE NUMBER `` 0 _ L^ 40 - UMBER �% CEMAKMAKER i ..._.-. I r 41 1 I10E o-� ms's,4L_'••d.�� 113 I i BEEPANINE COOLER 6� I ;. i1 Beach I I I I I Atlantic Beach Country Club Phase 1&2 Construction Documents 1600 Selva Marina Drive Atlantic Beach,FL 32233 OUTDOOR POOL BAR KITCHEN EQUIPMENT PLAN REVISION No. SCALE:1/4"=V-0" vm- DESCRIPTION 2 3130129 P4s1 1 CD UTILITIES SCHEDULE DIRE DIRE j CT CT CDID HOT DRAT DRAT PH WATE CDItl WATER HOT N N Intlirec ITEM VOL AS DIR PL ELECTRICAL ELECTRICAL R SIZE Waley SIZE WATER SIZE AFF Wase GAS SIZE PLUMBING ND QTY EQUIPMENT CATEGORY EQUIPMENT REMARKS F.11] HP TS E ECT UG AFF REMARKS (IN) AFF (IN) AFF(IN) (INI (IN) Size (IN) Gasln ut GASAFF REMARKS 1 1 BEERNVINE COOLER 20.OA FROM ABOVE FOR LIGHT58 ALARM 2 1 BEERNVINEEVAPO RATORDOIL 1.BA 1 1 X FROM ABOVE 1.00 3 2 BEERAWINE SHELVING 4 2 KEG RACKS 6 1 WORKTABLEWISINK 20.OA' 120 % 4a CONVENIENCE OUTLET 0.50 0.50 1B 1� 7 1 WALL SHELF 8 2 DRY STORAGE SHELVING 11 1 HAIR AND SITAIN,UNHEATED 3.4A 120 '1 X 96 12 HAND BINK SOAP TOWEL BY OWNER 0.50 24 0.50 24 1.50 18 13 TRASH RECEPTACLE BY OWNER 14 1 REFRIGERATED SERIVCE DROP IN COUNTER CASE !9.BA tT0 -1 X 18 17 1 POS STATION BY OWNER 20 0 A 120 1 X 48 DATA Z 15 1 SERVICE COUNTER 200A :120 1 X 4a 0.00 DIM 0 0.00 0 DIM 0 T1 1 OVEN,RAPID COOK :30.OA D. 1 X 48 22 1 UNDERCOUNTER REFRIGERATOR 2.OA 114 120 1 % 16 nn 23 1 TEABREWER BY BEVERAGE PURVEYOR =13.OA 120 1 % 46 050 LL 24 1 ICE 8 SODA STATION BY VENDOR "10.0 A 120 1 X 24 0.36 0.75 L 26 1 BEVERAGE COUNTER 20.DA t20 1 :4B CONVENIENCEOUTLET Z 27 1 DISPENSER,SOFT SERVE 10.DA, 200 3 K 46 26 1 REFRIGERATOR.REACH IN 56A tl3 120 1 :% 04 Ill 31 2 DRY STORAGE SHELVING 32 1 AIR CURTAIN.UNHEATED 34A 120 1 :X 96 33 1 BEER CHILLER,LARGE.Wl STAND 13S 11.33 120 1 % - 24 Itl 34 2 DRY STORAGE SHELVING 36 1 SODA RAG IN BOX RACK BYVENDOR 20..A 120 1 X 48 050 4B 0.00 37 1 WATER FILTER 0.75 fi0 38 1 LGE BIN 0.75 41 1 ICE BVU<ER 12.5A 206 X 60 0.50 FR37 0.75 W 42 1 HANG SINK SOAPS TOWEL BY OWNER 0.50 24 0.50 4 1.50 18 f 46 2 BACKBAJ TOPANDCABINETBASE BY GENERAL CONTRACTOR 200A 120 1 % 46 !GONVENIENCEOUTLET U 2 -BACK BAR TOP AN6CARINEI9ASE BY GENERAL CONTRACTOR 20.0A 120 1 X dB =CONVENIENCE OUTLET 0.00 0.00 0 0.00 0 0.00 0 40 2 BACK BAR COOLER 6.0A 0.25 120 1 X 16 _51 1 DOUBLE FROZEN DRINK DISPENSER(ALCOHOL) BYBEVERAGEPURVEYOR 12.4A 120 1 % 40 _ N 52 - 2 -BA CK BAR WALL LIQUOR DISPLAY 2.0A 120 1 X 0 56 1 EAR TOP AND DIE BY GENERAL CONTRACTOR 20.OA 120 X STUB .UNDERBAR LIGHTING 0.00 X0.00 0 0.00 0 0.00 0Wn 57 _ POS STATION BYOWNER 200A 120 X 30 DATA v/ 58 -UNDERBAR STORAGE GABMET _ 1.00 O 61 1 GLASSWASHER,ROTARY 15.0A 1 200 1 X IS Q. 18 40.50 t6 1.50 O 62 1 TRASH RECEPTACLE BYOWNER 63 2 UNDERBAR CORI,IER DRAINBOARD 1.00 O 64 - 2 -UNDERBAR BLENDER STATION 0.50 24 0.50 24 1.00LL 66 1 BEVERAGE BLENDER 13.0A 120 1 X 24 _ 67 2 (SODA GUN HOLDER 68 3 UNDERSAR ICE CHEST 1- 71 3 'UN DERBARSPEEDRAIL 72 GLASSFROSTER 5.2A 120 1 X 16 ]3 GRXFT BEERS T-TOWER W/DRIP PAN 0.50 74BARREFRIGERATOR GLASS DOOM 7.OA 120 1 X 16 76 1 UN'DERSAR HAND SINK 0.50 24 DIM 32 1.50 20 n Ti 1 SLUSH,FROZEN BEVERAGE DISPENSER 7.1 A 120 t X 18 F S 1 . 1 78 1 UNDERBAR DUMP SINK 0.50 0.50 18 20 t.50 ]9 2 SDDA AND ICE DISPENSER BY BEVERAGE PURVEYOR -A -120 1 X 24 050 24 ] 0.]E Q SCALE:I-- DRAWN BY:TZ C PROJECT NO.:2912-352 11C/7Q,`oo DCDKAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 8446 CALABASAS,CA 91302 J 310.670.9144 wl.s&hepae.mO 5.05 5.06 5. 5.15 II I I I II I 6 BEER CONDUIT(UNDER ZI SLAB)BY GENERAL II BEER FROM#33 I CONTRACGINE(TO POOL BAR# .I 73 BEER TOWER THIS LEVEL) A2.0 --- -—-—-— — — =- ii _—_—_—_—_— I _— —_ _ FwEi _ —"— — — — — — — — —I I— ---------- A4.0 SODAFROM#36 _ _________ -------- -- -------ii — — —r A4.5 6"SODA CONDUIT(UNDER SLAB) — I aFuvwnwLTLart .—uAUIM T1aFAn BY GENERAL CONTRACTOR(r0 I --- A' I r'4'A I 1 ■ I I noawo nrEwvawveong, 1ST SODA STATION THIS LEVEL) THENEXTENDU ES TO BAR - GUNS BY VENDOR '.' - I -{• I• I t yT..unl,u.A ST�6�LEL "s II A ��T,ssNvw. 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B3� 102 1 .1�MNtER REACH-IN REFRIGERATOR EXISTING.NOT IN CONTRACT ' ye 103 WATER FILTER SPARE NUMBER • w - - 104 t HANG SINK SOAP 6 TOWEL BY OWNER SFARENUMBER 105 - SPARE NUMBER SPARE NUMBER I 1 M1 166 1 TRASH RECEPTACLE BYOWNER WORKTABLE Itfi F55.t IQ 107 1 WORKTABLE EXHAUST HODD 108 6 :DECORATIVE HEAT LAMP 1 FIRE SUPPRESSION SYSTEM FOR ITEM*173 109 1 ICETEABREWER BV BEVERAGE PURVEYOR SPARE NUMBER BAKESHOP 110 1 -COFFEE BREWER BY BEVERAGE PURVEYOR 1 FIRE SUPPRESSION SYSTEM FOR ITEM#in DISH1 EXHAUSTHOOD 112 2 MOBILEPLATINGTABLE 176 i 1 lwORKTABLE 170 2. v 113 1 HEATED SHELF 179 - SPARE NUMBER i 101.1 I I i% .. - , 114 1 .ISH DOLLY 1B0 - SPARE NUMBER ` 115 - :SPARE NUMBER 161 2 6BURNER RANGE W/OVEN r� lt6 1 HEATED CABINET.120 PLATE 162 - SPARE NUMBER ---" __"�--' ----- - - ~ T-- - - ------- - - - ---- U+1.1 117 1 EQUIPMENT STANO 163 1 CHPRBRORERWI OVEN BASE I � - ! - 118 1 200T MIXER 184 1 FRYERSYSTEM WIFILTER r � I =:191 I 31 11 -1-;131! 119 2 INGREDIENT BIN 165 SPARE NUMBER 1e' 6`I I:�'•�� I - I�� 120 - SPARE NUMBER Be 1 REFRIGERATED BASE 121 1 BAKERS WORKTABLE t6] - 1 GRIDDLE,MODUTAR 122 1 WORK TABLE WISINK 186 2 2 BURNER RANGE WI CABINET BASE IIaY, NEW DRY STORAGE 123 1 WALL SHELF 169 1 —ANDER Ery ifil- -- 124 SPARENUMSER 190 1 REACH-IN FREEZER I 125 1 PRE-RINSE FAUCET 191 1 HAND SINN SOAP eTOWEL BY MINER L Iya +' ,' - 31 1-I J-1]t. T 12fi SPARE NUMBER 192 2 OVEN.RAPID COOK 1111Lrttlllrlrr -��__-i�l.l 1 127 1 TRASI.ANDH RECEPTACLE BYOWNER 193 1 WORKTABLE -_—_—_—_—_—.f..� -.uV�. ! iii ..l& -T4-- •—_— _ _ _—_ _ _—_—_ C1.2 129 128 1 ;SPARE NUMBER SINK SOAPBTOWELBYOWNER 195 1. ' ALL SHELF 130 - SPARE NUMBER t9fi 1 SUC'ER E%ISTING _ - 131 6 'DRYSTORAGE SHELVING 19] SPARE NUMBER fig' y `� ,✓ - - _ - {tl3 1. •,IIyY 132 1 :WALK-IN COOLER 19B - SPARE NUMBER - - Y —-' 044-- rr 1,3 133 - SPARE NUMBER 199 - SPARE NUMBER 131 " _ 134 3 -SPARCOOLER NUMBERGE SHELVING 200 - SPMENUMeER J -12-- 131. FRE R 135 SPARE NUMBER 201 1 SLICER e - • I 136 - SPARE NUMBER 202 1 EQUIPMENT STAND 19p 1631 1N] 113 137 2 ;SPARE COOLEREVAPORATORCOIL 203 1 TRASH RECEPTACLE BV OWNER rrrNlNllI1111113� 136 5 COOLERSTORAGESHELVING 204 1 HAND SINK SOAP BTOWEL BY OWNER 139 SPARE NUMBER 205 SPARE NUMBER 2� 140 - SPARE NUMBER 206 1 CHEF COUNTER 1 I.,:.- 141 1 WALK-IN FREEZER 296A 1 DOUBLE OVERSHELF 16U I0�I( 11.^..: 142 1 IWALWB4FREEZEREVAPORATOROOIL 2068 5 POS STATION —OWNER - .•71 ,I 3 �_ tN�.. " I� .1_"rlll i�. 143 4 FREFIER STORAGE SHELVING 207 2 REFRIGERATOR,BANOWICHISALAD PREP 12y C 144 1 CONOEN6ATE HOOD EXISTINGNOTIN CONTRACT 208 - SPARE NUMBER 1 XS COOLER '� 1�I1��I 145 SPARE NUMBER 2% ; SPARE NUMBER 148 1 HAND SINK EXISTING NOT IN CONTRACT 210 SPARE NUMBER 1'S�i� t68 3 I 147 1 TRASH RECEPTACLE 63,001N. 211 COLD FOOD DROP-IN WELL 137 I 1148 1 ITHRIEF COMPARTMENT SINK EXISTING-NOT IN CONTRACT 212 3 FOOD WARMER -_—_—_—_ _—_I—_—_—� .y0��... --_---- --- - - -- T- 130 '., C1•4 149 1 1CLEAN DISH TABLE EXI6TING NOT IN CONTRACT 213 1 REFRIGERATOR,SMIOWICHISALAD PREP Bead _ I t50 1 WPREWASHER EXISTING-NOT IN CONTRACT 214 1 CO LD FOOD DROP4N WE LL 151 1 WALL SHELF EXISTING-NOT IN CONTRACT 215 - SPARE NUMBER 152 1 SOILED DISH TABLE EXISTING-NOTINCONTRACT 216 1 REFRIGERATOR,SANOWICHISALAD PREP C1.5 1 HAND SINK SOAPBTOWELBYOWNER 211 6 DECORATIVE HEAT AMP .f I 15 153 4 1 TRASH RECEPTACLE BY OWNER 218 TRASH CHUTE CUSTOM FABRICATION Atlantic BeachCDuntrYCub 4 -I FOOD PREP — I I 155 - SPARE NUMBER 219 - SPARE NUMBER Phase 1&2 ;21b32Is 55.1 156 - ;SPARENUMBER 2211 SPARE NUMBER P 157 - :SPARENUMBER 221 1 TRASH RECEPTACLE BYOWNER Construcfion Documents _--_--__—_—_—"__ _ _�_—_� ``1 6 15B 1 PREPTABLEW151NK5 222 1 REFRIGERATOR.BANOWICHISALAOPREI 1600SelvaMarina Drive 159 - SPARE NUMBER 223 2 •,UROP IN SOUP WELL AOantic Beach,FL 32233 160 - SPARENUMBER 224 1 ;HAND SINK SOAP B TOWEL BY OWNER 161 1 TRASH RECEPTACLE BY OWNER 225 SPARE NUMBER PREPTABLEWISINKS 226 1 TRAWRECEPTACLE BY OWNER REVISION t63 1 WALL SHELF 227 1 IBEVERFGETABLEWISINK E%ISTING-NOTINCONTRACT NO. DATE DESCRIPTION WATER FILTER 22B 1 -I CE 8500A STATION EXISTING-NOT IN CONTRACT -'---' J - ---- - --- ---- C2.6 165 - SPARE NUMBER 229 1 WAIL SHELF EXISTING-NOT IN CONTRACT F C J ISO 2 DOUBLE COMBI OVEN 230300 5PARE NUMBER I r ------: T� I •,, I I 4 ----------- - — — - - - - - I D1.5 L- A i "ASH TATIONFnQaa BEv r ----------- - — — — — • —.L -------- I � z I I I I a z w a d w Lu � U MAIN KITCHEN FOODSERVICE EQUIPMENT PLAN o u SCALER/411=T-0" O O LL FS2.1 SCALE Ile=" DRANK BY:A6Ra PROJECT NO.:2022-352 t1GMQ/7o DCDRAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 8446 CALABASAS,CA 91302 d 310.670.9144 WlI.s@aep-.Sm UTILITIES SCHEDULE Copy 1 DIRE DIRE CT CT COLD HOT DRAI DRAT HVAC HVAC pH WATE Cold WATER HOT N N Indirect EXHAUST HVAC HVAC MAKE-UP HVAC HVAC ITEM VOL AS DIR PL ELECTRICAL R SIZE Water SIZE WATER SIZE AFF Waste DUCT SIZE EXHAUST EXHAUST AIR DICT MAKE-UP MAKE-UP NO CITY EQUIPMENT CATEGORY EQUIPMENT REMARKS AMPS KW HP TS E ECT UG AFF ELECTRICAL REMARKS (IN) AFF (IN) AFF(IN) (IN) (INI Size Gas Site Gas InpLd GAS AFF PLUMBING REMARKS (IN) CFM SPWG SIZE(IN) CFM SPWG HVAC REMARKS 1011 ICE BIN 13.75 102 1 ICE MAKER 12A 2136 1 X 60 0.50 FR103 O.tS 103 1 -11- 0.75 60 104 i ;HAND SINK SOAP&TOWELBYOWNER 0.50 24 S. 24 1.50 18 108 1 ITRASH RECEPTACLE BYOWNER 10] WORKTABLE O.OA 0 0 FOB 8 DECORATIVE HEAT LAMP 3.tA 120 X FAD.ABOVE TWO POWER TRACKS IEA LAMP W/SWITCH 109I IICETEXBREWER BYEEVERAGE PURVEYOR 15.OA 1213 % 4a 0.50 Oa 110 1 COFFEE BREWER BY BEVERAGE PURVEYOR 29.OA :208 3 IB 120206 0.38 19 111 1 DISH DOLLY - 112 2 MOBILE PIATING TABLE 20.OA -12D1 X FROM ABOVE DROP CORDICONVENIENCE OUTLET 113 1 HEATED SHELF 6.OA 120 11 X STUB 114 1 DISH DOLLY 119HEATED CABINET.120 PLATE 13.SA 0 .120 1 X 1a 11] i EQUIPMENT STAND 118 1 2130T MINER a.0 A 12 120 1 X 24 119 2 INGREDIENTSIN 11I10I14 121 1 BAKERSWORKTABLE 200A120 1 X FROM ABOVE DROP CORDICONVENIENCEOUTLET .0110 OWt 122 I WORK TABLE WI SINK 20.0A 120 1 X 40 CONVENIENCE OUTLET 0.50 19 0.50 19 1.50 123 1 WAIL SHELF `11'•`" 125 1 PRERINSE FAUCET 050 24 050 24 in 1 TRASH RECEPTACLE BYOWNER 0.50 29 0.50 24 1.50 16 128 1 H13ANDSINK SOAPS TOWEL BY OWNER z 1318 DRY STORAGE SHELVING ` - 2 1 WAIN-IN COOLER 20.OA 120 X FROM ABOVE EQR,,PRS6A;JIRM .`gy p 134 3 COOLER STORAGE SHELVING �S'4a_1r,�,,,, '`�• .p 137 2 WALK-IN COOLER EVAPORATOR COIL 0.9A 120 1 X FROM ABOVE Too >.y4I55�11CJ`N` 138 5 COOLER STORAGE SHELVING �]olnitlnlnl 141 1 WAix-IN FREEZER 20.13A 120 1 X FROM ABOVE FOR LIGHTS.ALARM.B HEAT TAPE 142 1 WALK-IN FREEZER EVAPORATOR COIL 1.o 206 3 X FROM ABOVE 1.00 143 FREEZER STORAGE SHELVING _ t4a 1 CONDENSATE HDOD EXISTING-NOT IN CONTRACT 20.0A 120 1 X FORLIGHTS&FAN 814%10 R:1d55 8:0.55 8:12X1012) 8582(2) R:OAO CONNECT TO COLLAR L:1a%10 1;1455 IL LOAD Llal%21 L:582(2) 1:0.40 582(2 1461 HAND SINK EXISTING-NOT IN CONTRACT 0.50 24 0.50 21 1.5D 16t�^ 147 1 TRASH RECEPTACLE BY OWNER 148 1 THREE COMPARTMENT SINK EXISTING-NOT IN CONTRACT 0.50 1B 0.50 18 1.50 - 149I CLEANDISHTABLE EXISTING-NOT IN CONTRACT 0.00 150 1 WAREWASHER EXISTING.NOT IN CONTRACT 147.0A 2116 209 1 10.50 15 1.50 151 I WAILSHELF EXISTING-NOT IN CONTRACT i la nucBeach 152 1 SOILED DISH TABLE EXISTING-WON IN CONTRACT 0.00 153 1 HAND SINK SOAP B TOWEL BY OWNER 0.50 IoSo 24 1.50 18 154 1 :1PASH RECEPTACLE BYOWNER I - 156 1 PREP TABLE WI SINKS 20.OA 120 1 X :48 CONVENIENCEDUiLET 656 18 13513 18 1.50 Atlantic Beach Country Club 161 1 TRASH RECEPTACLE BYOWNER 162 1 'PREPTABLEWISINKS 20.0A 120 1 X 48 CONVENIENCEOURET an 16 0.50 18 1.50 Phase 1&2 163 1 WAIL SHELF 164 2 WATER FILTER 0.50 60 Construction Documents 166 2 DOUBLE COMBI OVEN 7.a A 120 1 X 24148 0.]5 FR164 1.50 0.75 21300(1 24146 1600 Selva Marina Drive 167 1 TILT SKILLET 5.0A 120 1 X -24 aso z4 :USU .24 2.00 o.$) to4o0o z4 Adank Beach,FL 32233 166 2 REACH4N REFRIGERATOR EXISTING-NOT IN CONTRACT sAA 11/1 115 1 172 1 WORKTABLE 20.0A 120 1 X 48 173 1 EXHAUST HDOD 20.0A 120 1 X FROM ABOVE FORLIGHT9&FAN 826%10 81550 R:O.Tr 8:14X10(3) 1714(3) 8:0.40(31 CONNECTTOCOLLAR REVISION L:laX1D 11021 LO55 1:19X1011) 1:]14(11 LcM(1) NO. DATE DESCRIPTION FIRE SUPPRESSION SYSTEM FOR ITW41173 213.OA 120 (FROM ABOVE )"j �-w 1 I7fi t FIRESUPPRESSION SYSTEM FORITE 111 20sA 1213 X 'FROM ABOVE �'1332D23 Past90%CD 1t] 1 E%HAUST HOOD 200A 120 1 X FROMABOVE FORLIGHTS&FAN CONNECT TO COLLAR 1TB t WORKTABLE 20.OA 120 1 X IS 181 2 is BURNER RANGE WI DVEN 5.9A 12 120 1 % 16 1.00 2430M 24 183 1 CHARBROILER W/OVEN BASE 5.9A 12 120 1 1.00 141x00 24 184 1 FRYERSYSTEMW/FILTER 0.7A 120 1 % 11 0.]5 122000 24 IM 1 REFRIGERATED BASE 8.0 A 114 120 1 % 18 167 ,GRIDDLE,MODULAR 075 91313D0 24 186 2 2 BURNER RANGE WI CABINET BASE tDO 66000 24 189 1 SALAMANDER 0.75 40000 36 190 1 'REACH-IN FREEZER 6,0 A 12 115 191 1 HAND SINK •SOAP&TOWEL BY OWNER D.50 24 0.50 24 1.50 18 192 2 OVEN.RAPIDCOOK 30.OA 208 1 % AB 193 WORKTABLE 20.OA 120 1 X 46 194 WAIL SHELF 19fi SLICER -EXISTING 5.6 A 1211 1 201 1 SLICER 56 A 120 1 30 20I EQUIPMENT STAND 203 1 TRASH RECEPTACLE BY.-M 204 1 HAND SINK SOAP&TOWEL BV OWNER 050 24 0.50 Za 1.50 118 206 CHEFCDUNTER 150.0A 208 1 X X STUB 12DINIV,LOAD CENTER T. 0.00 0 0.00 0 I.,bo a 206A I DOUBLE OVERSHELF lo.DA 0 206B 5 PO5 STATION BY OWNER 15.DA 120 1 X FR206 DATAREQUIRED 20] 2 REFRIGERATOR SANDWICHISALAD PREP 5.6A 1. 120 1 X FR2136 211 1 COLD FOOD DROP-IN WELL 50A 114 115 1 FR206 100 212 3FOOD WARMER IASA 1213 1 X FR206 213 1 HE SANDWICHISAIAO PREP 5.8A 113 120 1 X FR20B 211 1 COLO FOOD DROP-IN WELL E.A 14 115 1 X FR206 1.00 216 1 REFRIGERATOR.SANDWICHISAIN PREP 5sA r IIQ 120 1 X FR205 IL 11 21] 6 DECORATIVEHEATLAMP 2.1A 120 1 X FROM ABOVE CC JBOXEALAMPIEAIAMPWISWITCH) 2tBI TRASH CHUTE CUSTOM FABRICATION J 221 1--TRASH RECEPTACLE IBY OWNER 222 1 REFRIGERATOR,SPNDWICHISALAO PREP I ItsA 1. 120 1 X FR206 Q 223 2 DROP IN SOUP WELL I 3.8A 120 'X FR20fi 1I 224 1 HAND SINK SOAP&TOWELBY OWNER 0.50 2d 0 1) 2,1 1.50 16 tL 228 1 TRASH RECEPTACLE IBY OWNER 227 BEVERAGE TABLE W/SINK EXISTING-NOTINCONTRACT 20.0A 120 1 •% i1 221 ICE&SOOASTATION E%ISTING NOT IN CONTr1AIT 10.OA 120 1 % 0.38 u. ��//J�Y 229 WALLSHELF ENISDNG-NOT INCONTRACT N,^/ VJ W f 5 J_ H Q 8 a FS2. 1 A SCALE: DRAWN BY:AWIo PROJECT NO:2022.352 nGl•Q/Q2 DCDNdIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.I'll 8446 5.05 5.06 5. 5.15 5 15.2 5. 5.3 cAUSASA9cA 9T 302 ,, J 370.670.91144 vrill�@shePae.com _ I I I I I I I I I z•N�R=.��,�, � - __ - I I I I I I 1 f j l II A I I I I I I II B RR B I I I i I I =__ Vii----------- 7I -- II 'DI Di Li_I I I { I,- - ® _ IR ii i C1.2 FMII ------o IIII - - = --_-_ IiI I------ --- -_ ^i i I J Beach CRASEWAY NOTES CHASIEWAY NOTES -11- --- _--------- L--- 1.4 _ _ Atlantic Beach Counter Clu „ I •� „,,,,• Phase 1&2 a TNN - ------ �--U------� .-- -------- ------- -- - ---- -_- -�----- C1.5 �ua'o.. 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PROJECT NO,:2022-352 nF;l0Ql0Q DCDNAIT CCT SHEPPHIRD ASSOCIATES N M ARCHITECTS+ENGINEERS 5.05 5.06 5. 5.15 5. ri 5. :Ji P.O.BOX 8446 CALAEASAS,CA 91302 j 310.670.9144 will.s�alshePN eN I I 1 1m 32 "1 OS W t�f II I - FIT- - 1 B2.0 NU II I i I GS. d j l II _ 77 ----- .-II -1' --_ IBI ----------- OGS _., � C T1 C1.1 - - _ ,N - Ii II I I I I } II Cl I I I66 I- 1.-cei - _ j C1.2 - - - - 3 - - - - - ---- - - - - - - - r --_142 -- `• .r.. 191 I. � -_ �f 5- .4------- --- ------- ---- ------- Beach k,u,t,y Club- - - - ------- ---, Atlantic Phasel&2Beach trvClub - BE o i Construction Documents --tl- -------------1--------- L----J-------11--�---L----- 160D Selva Marina Drive - ----- �C2.0 Atlantic Beach,FL 32233 REVISION - I I NO. DATE DESCRIPTION r I C2.6 z o",B, PU SOH GD sm I I QB' I I I I I I II PLUMBING ROUGH-IN PLAN NOTES D3.D I- - - - - - - -_-_L-1----_-----_--11_ - -_ ENFONI TIUNCO NN DONiR aUWNG ISc00RONATED tMN XF ALHREC ANDENG INFERS _-_- _-_ -_-_- -_-I_ _ �1= CONOVIONS RONFi�EFN51N1Aii ON nEWREGLENi50FDF°OO BEYFMGEFWIPI.ENf WI1HIH�fNF00D5ER'.'�GE r ti -D4.S EOUPME1a JT0A. Ri0RIF.EC.I EOUPMENTOESIGNATEDBYNOIE NES..ISOEFlNEOASTIOrNF0003ER.ICF CaRIWAT. D6.D - r- - - - - `-- -- ---I F --- ---- T - - tALLFOL S ANDCONNECLONS SHOW XP MTOF000SFA19CEIL NESMDEWPIJENTg L1.SUMCXI1ECIL i ENGNEERNGPLiNSFORf ITKNP_R HGREWNWEN1S. HISRU IBMG Nn MENDE0TO5HDWMMNARYRa'3•F• AnOxSANDHEI SCUNNECP(115121SRNOLOAD E- fEOUN•F i3 SEEFEC-SIUNSPOFFNALLOCATI0N5. 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I I I ELECTRICAL ROUGH-IN PLAN NOTES F03.0 - l -_ -_- _- �_-_ _L_-_-_-_- J -_Il _-_I-_-_- _"R j O FNDFRW DWSN OffRYWM MSFI DDM 40N3 CONORIDN LOOP➢MF�EN9TA1Lin0�'E _ REO,APFLEMSOFFOODSEVEIL',GEMRNMEWPNENT FOMERIA.EEDUP4 HTCONIW.C,ORIFEC.IEDURIAENT - _ SI.,fYAIEUON PIMI BYNOIENIFSLISDEFNED A5TI0TWF00B5ERN;E CONRUT. _- ___- _- .T - -_-_.,_ _- _�_ - _r _-_ ELECIHX:AL5YS1E1JHDESIGNEDFORINlJOB'.OLi53PHSE dNAE,601ERR VAESSOnIERW15FNOTOO. - - D6. 2 ALLRIAIGnWS ANO CONNECnON591DWNPEUIE TOfD005ERVCE EWPNENr AND FIATURES BNLY.SFE A9GIOTETIPALENGMFERNGGIANS FORAODTDON&ElE'fPIC&PEIXAPRJFMSELTO COORDNAIEINM F.E L.RUgi TO CONSTRULI1gV FOP\'EI610ATYJNOFREWHEBCBCUTRY. D70 ELECTRICAL SYMBOL LEGEND xaFF nxPSN ISIN Fo�To sxory auntrrnEs.LocsTwns uNcaxH_CS.nronsnmL SFORFNFL Z D�•D -- --- F RDIICAIHN LO-OSS.SEE FEC.D-SIONEORANS.DNENSIDNS WHENSHOWN,ARE FRONLOUMN 1ENTEN1,11HI5HEORSON5, Q II I WALL MOUNTED DUPLEX RECEPTACLE AroFMISHEDW&l5. 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O O CEILING MOUNTED RECEPTACLE 2.ErECIRIC&c010NACTORSH&LFUNNISH 410INST-THE FOLLOWING: 0 120 VOLT,GROUND TYPE A&1IUNCi'DN601tE5,EIFOIRIL&WIIEis,CO\£RPIATEs,SWTLHEs.ETL.NOT BULTMDME EWFNEM NIDFLCTUPES.ALL O'JHETS J'.IMMBO S.CO'1ERRATES.UL..IND.I-.S-OTXERXIGXNOBPJ.-...Ml-01:ATHIN FLOORMOUNTED RECEPTACLE ECiED E5.S3 RErAPORPNDOF J MAIN KITCHEN ELECTRICAL ROUGH-IN PLAN o SHNN,aRLRLGfSLATE3BENEN7H XE KISODSNB E 1�5Ysr�J.�xSS tNLEDDDgN',�EED Q 120 VOLT,GROUND TYPE ELEC TTFP GPCUffS LOPATEO BENEAnI EgIRI15THDOD3 PE PEDINPED61'NG.PAINOA^RKABIF CODES. C.ONCONNECTSOFOTHERDENLESASPEOUIREDBYLOM:G SIRlEs50THER lI NOMD. 0 FLOOR MOUNTED RECEPTACLE SCALE:1/4"=1'-0" OO 2080 GROUND BEECRC&CIXRRA ORSH&L OOELRUiRSlCOLRANDWIRMGNS LLFE RACDRON N61RG,9D0B1'FECI JND IHR-EBTSEENTNEFIXL-C L JUNCTION BOX A REIAOTE REPRGERATIONEWiM H-C E."APONATOR CUB SCONTROLPAN STDWAMRWASHENA HODDSADEuuuSirs YF,ww,RlMsTu<rERSPER FAcn M DROP CORD SPECIAL PURPOSE OUTLETPDODSCIIOW. 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DATE DESCRIPTION �PUllll SEI 2 oYfo:]TnF 0.3••Cz• II Iia 303 3a, I `` I i EERMIN TORAGE LIOUOR STORAGE GE I I 90I II 3N I 301 1.901 I ° MAIN KITCHEN STORAGE AREA FOODSERVICE I EQUIPMENT PLAN a SCALER/411=V-0" Z I w 2 I a ry�ry UTILITIES SCHEDULE Copy 1 Copy 1 V W DIRE DIRE GT GT U f COLD HOT DRAT DRAT HVAC HVAC PX WATE Cold WATER HOT N N Indirect EXHAUST HVAC HVAC MAKE-UP HVAC HVAC ITEM VOL AS DIR PL ELECTRICAL RSIZ Wffier SIZE WATER SIZE AFF Waste DUCT SIZE EXHAUST EXHAUST AIR DICT MAKE-UP MAKE-UP N NO QTY EQUIPMENT CATEGORY EQUIPMENT REMARKS J�A XP TS E ECT UG AFF ELECTRICAL REMARKS (IN) AFF (IN) AFF(INI (IN) (IN) Size Gas Size Gas In M GAS AFF PLUMBING REMARKS (IN) CFM SPWG SIZE(IN) CFM SPWG HVACREMARKS LL1 I 301 DRY STORAGE SHELVING tY 302 2 DRY STORAGE SHELVING l�^^ vJ _ 303 2 DRYSTORAGESHELVING u 304 1 8 DRY STORAGE SHELVING 305 1 COMPRESSOR RACK OUTDOOR SERVICE OR ROOF 1208 3 % STUB UP O 30b 1 WAUUN BULK FREEZER 126 't :% FROM ABOVE FOR LIGHTS.N.ARM,BHEAT TAPE O 30> 1 -KAN BULK FREEZER EVAPORATOR COIL t20 :% FROM ABOVE 1.00 900 5 FREEZER STORAGE SHELVING LL 311 WAL(4NB-COOLER 20.0A '.120 :t '% FROM ABOVE FOR LIGHTS 6 ALARM _ 312 - 1 WALK-IN BULK COOLEREVAPORgTOR COIL l0A 20 _•1 X FROM ABOVE 31] I T COOLER STORAGE SHELVING i 31fi 1 REACH IN REFRIGERATORIFREEZEft S.BA 1/3 120 1 % 84 REQUIRES 2 ELECTRICAL CONNECTION m 317 SERVING COUNTER MILLWORK I BY GENERAL CONTRACTOR 20.OA 120 43 CONVENIENCE OUTLET 0.00 0.00 0 0.60 0 0.00 0 _ 318 DROP IN REATED WELL,3 WELL 17.4q 208 1 •% 18 0.]6 321 1 SNEEZE GUARD ¢ 312 1 DROP 0J,COLO WELL.3 W ELL9.8 A 120 1 % 18 1.00 /�/'�J.1 J u 323 1 MICROWAVE 1314 A 120 1 0.3 ]24 1 80DMIGE DISPENSER BY VENDOR 4.5 :tl3 120 1 % 18 8 24 0.75 F` lJ 326 1 BEVE-EITRASHCOUNTER MILLWORK IBYGENERALCONTRACTOR 150.04 208 1 % X STUB 12MOBV,LOAD CENTER O.00 6.06 0 0.00 0 6.60 0 327 2 TMGK RECEPTACLE BY OWNER SCALE:11f DRAWN BY:mtha- PROJECT NO,2022-352 nizl'0.2J'D12 DCDNAIT QCT SHEPPHIRD 5. 5.15 515.2 5. 5.3 ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 8446 CALABASAS.CA 91302 I j 310.670.9144wi11.s@ShepaS 1 NEW 4"SODA CONDUIT CONDUIT I I I I FROM EXISTING SODA ROOM NEAR LEVEL �(APPROX.60 FEET POINTI OTP INTI --=--- -- —L ------ C1.1 ------------------ Li — — — — — — — C1.1 I -- 1— I F — — - •� LI I I H I I I I S I j ----------------- – – c1.2 — — — —I — — - — — -- - — �-- ----------- C1.3 — r r "r L NiEWu1.COVFD PaSE. 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R .� I' I pCHEMATIC BEVERAGE CONDUIT DETAILS SCHEMATIC BEER CONDUIT DETAIL Q In i l li z I i l 0 F_ I I KITCHEN BUILDING CONDITIONS&VENTILATION NOTES Q J I I TIE WiOfdIATIOIJ C[MArNED U1 TNI50RAVlNG HAS SEN COOROrt1ATE0 WIMTXE MLNIECTA"p ENGINEEPS.CON1RAttORS SH}DVEPSYlO[AipN OF RWGHINSPNJ SER:ICEPEWYtE1JExT5WI1HFELDDf.1EN40 SAND CIXNIFpNSCOpiWIAIE NSTNL111W idDJYL�NENi50F F00D9E'.ERAGE SER'.1EW&NEMIMHFOODSERIiCE Z Lu EOUEIJN?CONIINCiOR IF.E C.I EWIRIEM OE51GNFhlIbYNFSG IS DEFNEOASNOTNFOWSERNCE CWRALP. I I I ALL WON NID CATED ON N P MANOW ESE NO ESMETO BES D XERS N NEFOOO EPI4CEEO PNN ON1R tl SECi UNESSNO D. 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U E OTEANEAs-JSflEWWFDBYCODE ORASNOlEO. - rE1s II TFUXGOEFASSpNATPELE W&KASKRE,00a THIS T.*E FYTHiT'hN14ATI0NRfWPVEIAc-MSSHOWNPAENCDLRNNCEVl11HLOCWLWES. ® EXHAUST DUCT CONNECTION ® C.�SIEET.wWxx INSTWI if ECJToxsLwa•NSMLATED FLOOR PMELS IN IIECE35(IEE LEVELNG SfJW iOIWETHESHOID LEVEL S.FIN—CONJECIIONSMEBYNELHANICPLCONTRACTOR Z ® MAKE-UP AIR DUCT CONNECTION WDH wRRWnoxG FNlumNooRMcl Q n BO%LUi IN FLOOD SL:9FORFLOORTRWCH-SIMB:.RTD FIAOP 9.RWGH-MpONHECIIW XEIGMSNNE00NTHEMECHSNICPILWNELTIgISLHEDIILENDIG'.iEHEILM?BOIIE fNISHEDFLODA jSF.FJ d ® AIR COOLING(HEAT REMOVAL) TROUGXSECTwNNTHISSNEET Io.GExEPx fANTRACTOR.OREWIVALfrvT,sHWLFursnlsx AAmxsrWLTHEFouovrnG J A HFA",TGAUGEMETALSNDSNALLFOODSERLICEPJEAWALLS. �V ©PNO'.1OE FOP NOIFLO\IBUSIElF WALLCWSIIUILnW @ALLLOdt LOVE WALLS B.K%V REIHfO INGORBAWNGV.-1MREW FOfl`NWLMdIN1EDK HENEO'ARJENF.000RDWAME .FIOIIMNGFEIGMSMDWTWLAPOVREOUMEIIENTSWRHEEC MOUNT J Wl51ELVE5 AT 54'MD 66'AFF.,UNIE55 OTHERWISE NGTHI.NDUXi HANG SN4tS IPR0YDE0BYPLUYBMG LOMPACTDPI.Ai]6-AF.F. m ® FLOOR AREA SPEACIAI NOTES FKERISWRCIXIWN.'c iNAYBYGCFMIEfJBSWAsrsTEM.calOurtsxWL CSLOPEFLOORSTOFLDORD S.—FLUOR—S.. AVE H14'flADN5ATWL8ENJS&MIWAT VA00%EFW.FLOOR.KEL.TOSOk O.FRO'NEDOWfNALOMNNGSANOff PASSAGESTOFSSUM-E33FIA—CXENEWIFMEM-COMI-ESRES—FEL. TOPSOFCgiWR: R..RAGESMn'l M.—`HWI5COMF1E1E.1'ERNY E.FPON*iiUH lNMFRIGERlMI)EPPE=NS SNDOTHiAND SR-LEVEL WFEREOEPI SNMSAREREOURFD.MHHASNOTED.000MI%7I WRFMENT5Wn FEC. ® NON-COMBUSTIBLE WALL IBY GENERAL CONTRACTOR) WITH LO_u CODES. FFU E%LE55 DEPRESSIONS MOUND WW.-0JS.FLOOR TROUGHS,WITH CROW.FINISHEDFLOD.Axo HATCHING LOAD BASE PFfER WAL%JNS MU FLOM TflUMS OEFPESSED MEA BEL04Y FWISHEO FLOOR FOR,:OOLERWR=RS MR HA'.E BEENINST&LEBY'FE.C. J G.FRONDS N—N, SHOWN,YlIIHTAOV4T1.51100TH MDLEVEL FINISH. `' /. LOW WAIL PARTITION �\urvuFACTURERSInslRucrpns-SEE wsuwTEDFLooR OErWL JJ H PNO�rmE FWERAIED hIAIEPu M0'gYn3coms.A5IIEOUII=D FUVEN4AUSi WCIS.LrENT STALNS,PORTION OF EpNU5TH0005 MOlE u-ELNO NEI'aHT.HEATP11Ip110NGEDJIR1ENi. LOW WAIL PARTRION oaimALL vExETflAnays,ETc;FRt LGLu coDEs. L RIWMELOVEDRASE\IWONG OR COl'EDNTEGflAL0.00Nl.IATERLWSASPEWNEOATALl l4:RRCAI SINAGACESWHFIIETEY'\IEET Fl00R5WFOW5ERl10E AlEAS.J,R10lrpE51FFE5IXi SCALE.1—- DRAWN LONiUDS AT LYALL'FLDOPPENEIRATW5A5 RECIAPIDFOREFTUGEAAipNfUBJG DRAWN BY:AU PROJECT NO,:7021-352 DCDRAIT CCT SHEPPHIRD ASSOCIATES N M ARCHITECTS BOX 46 — 5. 5.15 5. ri 5. r CALABASAS,CA 91302 d 310.670.9144 wilLs�shep-ae.com I I I I I I v,rvua - - — — — — cs __=_=______________— — — — — — — — — — — — C1.1 L- I , I I II I r 1-I--—-—-—- -—-— ---- --- ` — — — i - 1--r ala DII - ?- -- I f_ a f - I „..•AA�.............. ..�P —-—-—-—_�'rt — — _- —-—-—-— -—-—-—-—-—-—-—-—-—-—-— - C1.4 di - T !L�j AOancic Beach - - 1 — -- --- D - 311--•------ ss.1a I I I Atlantic Beach CounbY Club Phase 1&2 FConstruction Documents 1600 ii Atlaohc lea&,Marine Drive 'I REVISION NO. DATE DESCRIPTION D3.0 - — _� _ — t - � L ------ _°_ _ _ - D4.5 D6. -- —-—- --------- I - -- --- ----- --- ----------- — --------------------------- L PLUMBING ROUGH-IN PLAN NOTES I I I I I r FE wF paATMx coxra■�ux Tx6 auww G Is LoormwmEn vmH T FE ARaIRFa AND ENcr+-�ERs TINS 5HLLLVEARYLOCATpN50FRW NThNp3FRNCEREWWENEXTSWOHFIEll1 i610N5NiD COxpilgNs COORDNATE NSTPWipNFEWREAENiSOf FOODIBEYERAGEEWPIAEm WIIHTHE FOODBE0.lDLE -------•� �- --�_—_— —-—-—-—-—-—-— ------r_ C1.0 I.ALLRiCONTNSCTCRIFECT0CI,EOUFWENTOE36TOFE YNOIETTF3�lEUFNNEOASTN0TTFLYSEE1N HgRW1T. I C I ENtINEEPNGPLANSFORAWRIx—P.LAwNG fEN.WENTiti-FVDINEBAnO EOUPIAENTONLTSEE PRCHIIECRRPlI •- — i� _ ].THIS PLUNBNG RAN IS MENDED TO SHOVIPlELINNARY RWGHN LOCATIONS AND HDSHTS,CONNECTION SUES AND LOAD SFE F.EC.DBJENSIONEDNANS FOR FNAL LOCATIONS. Imo___.....-- _—_ .� —_I — ._ _ _ 3 FIFUICOXNELOTIASTSLTH WSERNLEEOURMENT EIV1l OEBY THEPS.OHE CONTS,PPIH TWNG,GREWRS OTHEF015.311[NAB,MIi NOTLVlRW TO,STOPS,VNlE3,FlLTERS.iRAP3.CHEIXVALLES,PRwG,NBHfi Ei[.UNLESO BF RED P2—PC SHALL F—SH BRASS—VALVE STOPS TO NI WC WATER LONNEI.TIONS IN ACWRD WDN 3h z 4.ROUGI:NH11; 1141iEO ON THE PL'R111 SCHEDILE WITE 1111-11 F"”"1INH IAFFj J PLUT NG CONII SNALL FURNISH AND INSTALL WE FOLLOWING: 5- A.PLL WATTR WASTE.GAS,STEW,AND AN SER'.NCEFROM THE PONT OF RWGNw TO WE FWDSERNCE FIMME ANDEWPA£NIITEMBASSN0 ON THER%N.ROIYKNWRErSTOSTURT—WALLSATHEIGH7INOICAli11 TOCENTEFWNEOFOJTLET-F—POLGHNSTORTH-4-T-1AFRORWRB ALLROOROPENNGSA WR I I PLUMBING SYMBOL LEGEND P RnoHssllALLeE—ITIGHT. — B.PRESSLNEREDUCINGANDORREWLATNGvuI'ES FOR,BUTHOT REDTO,wPHE'MASHEns,BOOSTER T lEA1ERS,PNDASD MH SENO ,INFOWSERNCEUEAS O HOTICOLD WATER ROUGH-IN . 1 C UL FLOOR SHNS,COI.IPIETE MH WNEE—TEN G E$WiL OTTER—NOTED,ANDREI.IOVANE See HT BUCKETS SET FLUSH WITH FH6HED RO.P.UNLESS OTHERWISE NOTED OR REOURED BY CODE I I I 0 3NDFX�R1WBRau,-N4-NNECR EscNEOTWA NBGAND EssaconNECDOxls¢�o9iw BEmiIED O GAS ROUGH-N DOA'NINARD.MNMRaI OFUNBASHIOMASPOSSBLEABO4EFNISXED FIDGR PR01'OE GENV-0Ui30N All WA9fE O L.Es. r DIRECT WASTE ROUGH4N E wORECTIVASTELNGSFBPWALKNFEFNGERATEDBO—RALLPE—EDAMNNYL-F IIF'PERFWTLVRN Of f WrtXTEND NEAT OORRNSm FPN ONE—OR SHN[L BF PARALLEL TO WPIHN.PENETRATE WALKW WALL O STEAM SUPPLY F,HOTWATERS'JPRYTDWARE'NASHERS,BOOSTER HEATER$AND WATE—SHEDNMISTHOWS.SHALLBEA v� NpJ OG iNO DEGREESFNIRENHER. MAIN KITCHEN STORAGE AREA PLUMBING ROUGH-IN O STEAM RETURN G.H REWIRED"PEASE R4°s'SH 8E° SDE IY 9°R°NGRAT P°S®F,D R EFL°s MFLOOP H.HSTALLFNEMFCRONSYSTEMGABSNUTWVAL S1,FURNISHEDBYTHEFIPEPROTELRONSYBTEN PLAN ®FLOOR SINK-HALF GRATE CONTRA OARBRI AN,C 1NGEWNMSRN DEED L VALl11AN MiEANERS ANDBAIX ROWPRE.STANDCONDEVILFB ASREOURFD BYLO;AICOOE. SCALE:1/4"=1'-D" NGULAROH%RJOBTEW,HDTWATER,AND LOxDENSATEIN BEWLFOOCMDEAREAS.INSLLATION SNll HAVEHARD DI,1OOM CIENUHLECOIER.P11 SIILHINES SHALLBE WIdi COOED NA:COADUTGEWRN J —I—BOB ®FLOOR SINK-3 QUARTER GRATE x.:.Ll w'M OR srAN OOH.N ATEAN,ANDCRAN l.CS a L NTERCDNNECT%AREWASHERSANDSOOSrERHEATERS AB PER NlhFA_TFEpSINSRUICTIONS. N.NIERCONECT HOW OONTRIM PANELS)—E-TSTHOWISI IS PER THE—PAMPERS NSTRJCMNS. ®FLOOR SINK-FULL GRATE x AREA Rood BRAINS AS LOCATED AND SPECIFIED BY PLJWHG ENGINEER AND AS HEOURED BY CODE. 0.HANOSNHB,NOP SNK&'HOSE BI53 w.NI%ING—S PND—RLI,PRE....DEw.ES ASINORATED AND PLUMBING GENERAL NOTES FIELD CONNECTIONS PM1wTER ECRONSOFFWDSEN.'ICEEOffP NTPDFpT SDEuIERE-Dro EJOESIZENKZTONS. 'EC-01 Eh IN.ANOCONDENSSYSTEMNW!FREEEERPEF,STSTTFIS. O.ASSEMBLE INO CgMECTA1LLwE3 FURNISHED BYF£C.ASPTRf OFTNEURUTYp51REURDN SYS1Eµ31T0 'E C.TO MOUNT RHO WRF)+CMB—LHES,AND PHO—ST 1L LNAPBN WPL4NCOol1FSFREF'2R5 NM.'NW,LL BENE OF—ENT, 'ECTO WNNECf FPN AHJ LICJRS W'RXXOW SWIIClTESPND PRO':MELAMPS ® FLOOR DRAIN 6.WHOILLA-LYEWMITSNINALLSOR—MNpIASES.USEL°ORYFMSFORPLAHDFNTURES 'EC.TONTERWREDISPDSERi DCONTROLPANELFRONECFRO`.RDEDD6WNECT. i.ALLE%OSEDPRNGPNDFRTNGSNFODDBERYICEU SSHALLBEFPNIEDWITHSEYMCRElB STPINLESESIEELPLANT uLSYNRVEYIXi,'aYOPERATOR',OR4%I51NG'EOUPMFNTNEGWIILP UECTRIMANBF—ENG ® FUNNEL TYPE FLOOR DRAIN i—S21 UNLESS SFE—DINOWER SECTIONS TO BE CH—E PLATED,OR STNNLESS STEEL IN ORHATIN SHOULD BE VERIRED IN.TO COIN-1--- a,RWTE ALL LNES THROJGX EWI ENT W AS NOT TO wTEPfERE WRE WE INTENDED USE OF,OR SERVICING OF WE FS3.3 'P.ciD NRm$NPNc xmulBRAss aul vuLEs6roRswNR SI�InDIaTmroALL xmAO WLD �o CHILLED WATER SUPPLY EN-ENT. CONHELT1W5 ON ALL IS EW—T SHOYM 9.ALL WASTE LINES SHORAN ONTH6 DRAVlNG A EOEBI]IEDi0CD4FLY WITH GcT'EWllLYACLEPIEDXEALTHAND3ANRMY 'RO GHN !N IONS NJO PI FORNEFEPENCE m F PFM ,, CONOmWSPNDLWEs.NLNBNIG EXGNEER'CONIMLFIXV6 REEPDNS&E FpRlENFSNGCWNMA'LF PIIIH LOCAL SCALE:IH=1'-P ROUGHN OETALL3 AND LDGATIONS. CHILLED WATER RETURN HEFITXAND BNDNG CWBSANCL1NHNGNI?DNBIMENTSASPEWIRED. DRAWN BY:Allhb PROJECT NO.:2022352 nto010Q DCDhAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.D.BOX 8446 CALABASAS,CA 91302 N� TOM d 310.670.9144 %NI.s@shepae.lwm I I d I I I I I I I I 324 - 1 r I- I I I I I I I I 71— — — l--�- C1.2 ----- I -- — y I I'., 11 3 6 3fa 31T 322 1 - - � —I - - -�— �I — �� — - - I C1.3 k - I - I , Ory FM — — —— I — f.—j- ----------------------------------II -{`—) : - --7 — rvim;; s Ar' +--------- --------C1.5 — I �=------ C2.0 f T. I Adanoc Beach - -_ _ 312 S5' I I I e Atlantic Beach Country Club 3°T Phase 1&2 Construction Documents 1600 Selva Manna Drive - A AOanUc Beach,FL 32233 REVISION NO. DATE DESORIPTIDN , I I S I I I 11 306 .._.{_ 5•P 1 D3.0 =- - _ - - - - - - - -------- ------ ------------------ -_____ — D6. - - - — — — - - - — — — —_ JD6. --------- --- -- ------ --------- --; D7.0 �L I !I I I ELECTRICAL ROUGH-IN PLAN NOTES I- I 4 — _ ---_i TH�ENlON ROHGFOMANRW XlREQ1•JWGIS COWnfl EOWIiSHNSIO5FIIIERPNDE .COOS.CAMNS --_—_—_—_—_� —_—_---___—_— _—_---_—_— —_—_—_—_� E1•D REOJREIIEMOF009GESWMEOPTWHf0DInE0RMCMCT.•EC.IEDCUTPOPUSENSTH ALL'.ERP+' DESIGNATEOOII PIpN BYNGTEHIF3L60Efwm fS'NOTNFOODSEfl�nCE CDNiMCi'. II I 1 EIFCRICALSYSTEN WDESIGNEDFOH13Mm':DLTS,3PN0.5E dWRE,60FER1Z.UFAESSOMERWRE NOim 2.P RWOX ANICWNACTIW—OWNREI—`T0FO—ACEEOUPFJEMPNDFIrUPE50NLY.GEE I iRCN1E MENMEERNGPLWSFOR?DpnONi EGFWfNPI:OUP fl1 EECT°LOOROWPTEWRHFEC.%ORTD LONSiHUCIIMIURkFRF'ATIONOF—I. tCUTRY. 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DATE DESCRIPTION ' - m --'i KCL 2 03130123 Poll 90%CD .1 -DEC-W,"--o MAIN BAR FOODSERVICE EQUIPMENT PLAN SCALER/4"=V-0" UTILITIES SCHEDULE Copy 1 Copy i Copy 1 DIRE DIRE CT CT COLD NOT ORA' DPA' HVAC HVAC PH WATE told WATER HOT N N Indirect EXHAUST HVAC HVAC MAKE-UP HVAC HVAC ITEM VOL AS ORPL ELECTRICAL RSIZE Water SIZE WATER SIZE AFF Waste DUCTSIM EXHAUST EXHAUST AIR DICT MAKE-UP MAKE-UP NO QTY EQUIPMENT CATEGORY EQUIPMENT REMARKS I AMPS KW HP TS E ELT UG AFF ELECTRICAL REMARKS DNI APF (IN) AFF(IN) (IN) (IN) Slzo Gas Sao Gas Input GAS AFF PLUMBING REMARKS (IN) CFM SPWG SIZE(IN) CFM SPWG HVAC REMARKS 401 2 BACK BAR TOP AND CABINET RASE BYGENERALCC14TRACTOR20.OA 120 1 % 48 CONVENIENCE OUTLET 402 2 BACKBARWINECOOLER 6.OA 0.25 120 1 % ITS 403 1 BACK BAR WALL LIQUOR DISPLAY 2.1)A 120 1 X 411 Z 404 1 BACK BAR_WALL LIQUOR DISPLAY ZOA 120 1 X 413 405 2 WINE DISPLAY CABINETS QUAL TEMP 5.4A 119 120 1 % 72 406 1 DOUBLEFROZEN ORINN.-ENSER(ALCOHOL) BY BEVERAGE PURVEYOR 12AA 120 1 X 413 J 407 3 POS STATION JB,OWNER 2Uo A0. 120 1 X 24 DATA 408 1 BAR TOP AND DIE BY GENERAL CONTRACTOR 20.0 A 120 1 X STUB UP FOR UNDERBAN LIGHTS 411 1 UNDEREAR STORAGE CABINET 1.00 - 412 1 GLASSWASHER.ROTARY 15.0A 1 206 1 X la 0.50 113 0.50 18 1.50 Z 413 2 UNDERRARCORNER DRAINBOARD 1.00 LL 414 3 UNDERBPRBLENDER-TION LED 24 0.50 24 100 S 416 1 BEVERAGE BLENDER 13A 120 1 X 24 /1`�•f 417 3 SODA GUN HOLDER LL 418 3 UNDERBAR ICE CHEST 1.00 421 3 UNDERBPR SPEEORN 422 1 GLASSFROSTER 5.20. .120 1 X Is 423 1 DR-BEERLBIT-TOWERWICRIPPAN 0.50 424 BAR REFRIGERATOR LGLASS DOOR ZOA 1120 1 ,a W 426 2 TMSHREC-AP%E BY OWNER W 427 1 UNDERRARDUMP BI NK 0.50 0.50 ti 20 1.50 " 42B 1 !UNDERBAR HAND SINK 0.50 24 0.50 32 150 2D V_ 431 1 IISI.ANDBAR BY GENERALCONTRACTOR 20.0 A 120 1 -57-STUB UP CONVENIENCE OUTLET 432 1 LIOUORDISPLAY BY GENERAL CONTRACTOR 2.0 A 120 1 _ X STUB UP 20 /Ny 433 1 LTEA BREWER RYBEVERAGEPURVEYOR 13.OA 1 :1 X '48 0.50 LL 434 1 ICOFFEE BREWER BY BEVERAGE PURVEYOR,23.90. 120 .1 _x X48 1201280 0.25 �W�nn 435 1 GLASSRACKDISHDOLLY MOBILE U) 436 1 JICE BIN 1 875 437 1 ICE MAKER 12.50. 201 1 X 60 0.50 F.38 D75 43a 1 WATER FILTER 0.95 0 1 HAND SINK SOAP 6 TOWEL BY OWNER 0.50 0Bo 24 I.B. 18 O 442 1 WALLCABINET _ LL 2 443 1 wORKCABNET 20.00. 12D 1 X4 CONVENIENCE OUTLET 444 1 REACH IN REFRIGERATOR 3.BA 114 115 1X 134 k 466 SODA BAG IN BO%RACK5-141 OR 20.00. 120 8 9 FS4. 1 SCALE:I-11 DRAWN BY:ktw PROJECT NO.:2022352 c f1G,!'DQj0Q Dr:DAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 8496 CALABASAS,CA 91302 J 310.670.9194 mil.s@shep-ae- 2.26A 2.25 2.26 2.26A 2.2�:Tl 2/26D . 2.26E —.----�� III I % �/ �.�• � f�l �" B1.0 -—-—-------�1— — —=// — — —,� II III I 1 j/ i f"� X11 -2� 6"BEER CONDUIT(UNDER SLAB) ` III BY GENERAL CONTRACTOR(TOq �'�i„ ^"'•'•'spm !!E�ERIRt-# 33BEER CHILLER NEAR POOL BAR) +n+s----------- --- SEE FSI.2 FOR CONTINUATION OF °FJls-- — ---; - --- -- r HIS ROUTE---- __ SODA FROMITEM4446 _—_---_—_ B2.0 — — rn ___-1l III III I !I, _ �;I I � .r 1<•.. �4-H _—_—_— e AdOuc I pp _ Beach 6-BEER CONDUIT(UNDER SCHASEWAV NOTES BY GENERAL CONTRACTOR(TO F CHASEwAYNOTES 33 BEER CHILLER NEAR POOL BART SEE FS1.2 FOR CONTINUATION OF.r THISROU I i -I�. „"N ��Mm,,. d.�. � Atlantic Beach Country Club T\ vo r III III \ Ja Phase 1&2 - <O600Selyan DOCUmye III 11 - I :� •� m�Ms.�� a ANa he I each,FIL Marina Drive 2233 D I REVISAE N0. 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N 'ins Amoy us PArexrrlJw,Asss FIN.CEILING _ — � FIN.CEILING _ vaRrlxG Posmoxs F�RoumxOD�REIv io%�cL�EslEDio_ _ � I -� _ 1 ACRE 9EOR DECRESSETHENXKM OFRESISTpxtEW f� _mbTBE .�� I__—.__ DNI%TfN116 // IIII 6mATLANTIC BEACH $R14Di0 ALfAUM FORTXEBaANDLEA%ES A —7 24 DA COUNTRY CLUB r EXHAUSTCOLLARAPPROVAL a 4 I olmw w 1 QasuwnwumcorDaurtmGrhLciai al _ Z-' 1800 SELVA MARINA DRIVE �1 NELDcasARTDxooD 'r 5. 5 °j ATLANTIC BEACH,FL 32233 ''.IJ L%ExbDNSREWWEDI - DDWIGHPROVAL sA .�] YOUNGCARUSO Jw ire Am smTEvsw TOTxFSewroF FeSRrnnox 6 .. NooDx: J DL2 MK-IiJLW IMK.tTiLW 70 To. T0T004 IDAfr: 0.316RN3, L ADAREOVIRES ADAREOUIRES [RAwn BY: I— BD MIN. 00 MIN. l D✓&d¢D BY: W LawiKHAttRSDFcoacNGSWHKM � CIXJ6ULTrWi: DUNG CMt150; Q WD m ®Q mRa D D NAENT Eau PM.ENr �RE1ssEs�usWM11 ,JE ,RED - MOCEL3 Ro[swHTK.ru nrt O REQUIRED 4J�w�. 019' LJw L 5 SI E G«N W wE HOOD#MK-173L HOOD#MK-173R HOODS#MK-177UR HOODS#MK-173UR D 11 ELEVATION VIEW ELEVATIONVIEW SECTION VIEW SECTION VIEW I mu H-01 wamM ErxwsrrwFLDvrMArBBREowsn. '- �— sxEEr o,oR oz a — --- — C0PYRIGHT020'D b1REIVOR,WC. J n FS6.1 SCALE: DRAWN BY:ABNsr PROJECT ND:2022-352 a f1Cl7Qr09 DCDAAM CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 8446 CALABASAS,CA 91302 j 310.670.9144 uil.sQshepae.wm - - POWER SUPPLY:208-230/60/3 MOPD:65 AMP s.^""nsc*e..... MODEL NO.ZS2-U4Z.CT3-AEC OUTDOOR AIR COOLED REFRIGERATION SYSTEM ATr ENGINEERING SUMMARY CONNECTED LOAD:41.6 AMPS MINIMUM CIRCUR AMPA[ITY:47.1 FIXTURES CONDENSING UNIT EVAPORATOR COILS REFRIGERANT UNE TEMJ34810 COMPRESSOR ACCESSORIES SIZES(IN) RATING BTD i FAN MOTORS HEATERS o o c c a > j W W CAP REC. c a 4 51 f> o TOTAL f AMB'F W CAP z W @ 6D HZ @ 60 HZ i r b 2 SYSTEM MODEL O MODEL C p 8 JO DESCRIPTION NO. RIA V PH 100 (lbs) _ NO. QTY RLA V PX RIA V PH _ - - LOAM Al 1 BEER/WINE COOLER 35 2 BELOO95 1 1.8 115 1 O.C. ECOSMART 1 F F EF 7/8 3/8 50 B NOTE: A2 132 WALK-IN COOLER 35137 BEL0060 2 0.9 EA 115 1 O.C. ECOSMART 2 F F EF 7/8 3/8 50 B MEDIUM AND LOW TEMP FIXTURES PROVIDED A3 311 BULK COOLER 35 312 BEL0105 1 1.8 115 1 O.C. ECOSMART 1 F F EF 7/8 3/8 50 BWITH A PRIMARY HIGH EFFICIENCY DIGITALSCROLLaxusssTEELurTOLTICOIII COMPRESSORS WITH BACK-UP SCROLLS FOR 100% A MT DIGITAL SCROLL COMP 8A ZBD30KCE 4.0 14.1 208 3 34800 Z 20.9 1-3J8 1-1(9 1/2 150 T 14.1 n Eucm REDUNDANCY. AA (MCOI MT BACKUP SCROLL COMP 8A ZB30KCE 4.0 14.1 208 3 34800 Z GLCOMTNOLPAxEL MEDIUMTEMP SYSTEM EQUIPPED WITH: CONDENSER FAN MOTOR LSR 3.8 AN OS4-050)LSEPARATOR gl 141 WALK-IN FREEZER -10 8772 142 BELOO80 1 LO 208 1 9.1 208, 1 ELEC ECOSMART 1 F F EF 7/8 3/8 50 B • AN R603E RECEIVER(209 LB HOLDING CAPACITY) 82 306 BULK FREEZER -10 9279 307 BELO080 1 1.0 :208 1 9.1 208: 1 ELEC ECOSMART 1 F F EF 7/8 3/8 50 B ` LOW TEMP SYSTEM EQUIPPED WITH: B LT DIGITAL SCROLL COMP -20 18051 448A ZFD18KVE 6.0 21.8 208 3 m=oo 2 20.9 1-3/8 1-1/8 1/2 150 T 21.8 • ANOS40501L 5EPARATOR BB (MCO) LT BACKUP SCROLL COMP -20 448A I ZF18K4E 6.0 119.6 208 3 18100 Z AN R"3E RECEIVER(20.9 LL HOLDING CONDENSER FAN MOTOR L4R 1.9 CAPACITY) 6T j REFRIGEMSYINCLUDE: 1{ CRANKCASCAS E HEAT-ERSE. FANGSWITCHES r COXIIEDCATEDCONDENSERS A vaFFna++rrr ` ENAMEL COATED ROTPLOCK SERVICE VALVES HEAVY-DUTYW KE2 DOOR SENSORNSOR PER WALK-IN SHIPPED LOOSE \43]/4" 631/x" COMMUNICATIONS PACT(AGESHIPPED LOOSEmfi EgS+�aL r�i DUPLEX RECEPTACLE 20.0 115 1 °• SEPARATE 115V POWER SUPPLY NEEDED FOR DUPLEX RECEPTACLE =ALL EVAPORATOR COILS WILL REQUIRE A HOUSE POWER SUPPLY e NOTE COMPRE550RTYPE DEFROSTTYPE LINE TTPE EVAPORRICK ACCESSORIES �\ : C u1' p ITISTHEINET UNGCONTRACTORSRESPONSB`LRYTO 2 SCROLL O.C.OFF CYCLE B BRANCH-UPT050' EF EEVFARORYEQU IPPEDON EVAP ��CN p, a( l US FOLLOW ALL APPLICABLE CODES AND CURRENT REFRIGERATION ELECELERRIC I T TRUNK-HPTO 150' F FACTORY EQUIPPEDON EVAP 4 4........ '`F, RACK WEIGHT:?????LBS. INDUSTRY STANOARDSANDPFLCTICESWHEN DETERMINING !II err ss+`vc LISTED LINE SIZES,AND INSTALLING AND STARTING UP RDT EQUIPMEN. mrN,IsaSas PLANVIEW/CLEARANCE REQUIREMENTS SUCTION LINE VERTICAL RISE DETAIL EVAPORATOR DETAILS-MODEL BEL ZS SERIES"ECO-COOL"ENGINEERING SPECIFICATIONS cuaeA muhi mmpess„r,wrtdow en tONetl.Ae rNriavrlm PaaaRNwli be nrN+M unh,era ofm4'a :} MRehpn aan oesignletnwlo®ne119b rM nwa 66,P.O�Bm6lf,waaaluNie.� - rmslsFaa.Ieaw.IRx2l allaxes;Peeryn)slPoaw. -•' �y -•Inveroed Trap - - wramRm l.M Cmka aN,mmP _ e1+• 48d ________ sxcNnn ur+e FLa - - R smxanxn�ea,"naaaotaawmmr<mwmAearm;`,�n„as .I'rmaaT`w�e�mR.°d�aB::,`.:III ` """' AdanocBeach RoRIGEI T R . Dur 51epe Toward Comp-., �_ una anNl mnuin st.olL ne.mnksemuemierk,+na/wa'u.•ryPr 15' 1/4"P.r1D' T low TenpePlaNmembxamalxrnewiM me rNdgemmspenaa araoNmeN„m aea InatalNrap every Lran,ihmnfinm m a naw'<amm Atlantic Beach CounuY Club 36" u m I� i hor ronbltp vertical. w +„o un ^P"Txap - areLdRamaan „Bnall naaw�PP�wana,appmm<n,�w,entr: Phase l&2 I m:Iat �oinsi ee wan 3/m, �1: "wM n;"„°„xwrePmama wail Ar n=anea �Ianon. aT� 1 ss• Construction 1600 Selva Maanna Drive is I A Ali Loi M brazed Wnh minlmum m,ol xm.omwemr mowmPn 12' I l- 60 6 1.. "P"Trap 15%silver content braxinB rotl. snw ;d, f°`P"annnde3kr P°name tiMas ' I36 mrtan•P•xraP on wrtinn Rne BnaP w"N3I,n,waasmntl+rtl Atlanfic Beach,FL 322 33 "yLa �xNFnlwx `j every lS'vercical Dse. _ Vea, ,a wean lnafsa,sN m REVISION I I x •,`aa B'Y,- 35' Nvt tv exceed 45'veNrally over _ �olsMgm(wner'nrwid N0. DATE DESCRIPTION I Uj all. w„s e w«or am L.________ J Braman.. a M.1 �, - mem cwmaRaadreal °e" ,aw lwTe.a RepNrMl F2.L94f14D 'Trap • •If aama ressor is above the nor .11 ��`umulaw(FRnwrerewreal �< 05I2L23'Permit SN v,p, LPC,1-111..n,dnap I�aL• xewmwlmulatN,ecrnma mora mmntlniwslwxrc Remdmal nmcnaofcumanwuriorannwessewcs.zBaswmw„wr p of The r se to prevent oil hom eeping down when firture(s)is tvme0 oR. ae Ntne now�rca a nm ewedeM smrely aupwn N ane amno,N wim wMemxi.e<mretl alpimm w°xbnaN no,adawea.wl oi°a[ cmnrtlsrNrberamry mbsNRtrdnen a+wmxenryw L+hamred o/mlpnrvleswnn EVAPORATOR MOUNTING DETAIL(TYPICAL) WIRING DIAGRAM-ECO-SMART-AKOA•AE WIRING DIAGRAM-ECO-SMART-AKOBIEE �°ta�e wpm LMx � m awNwxa,ammwMa< EVAPORATOR PLACEMENT&CLEARANCE REQUIREMENTS DEMAND DEFROST CONTROLLER DEMAND DEFROST CONTROLLER mm�'wedeeawnna6w,maNr„.,nmmm,sa,ebta,annlaa LOW PROFILE EVAPORATOR[OILS FOR WALK-IN COOLER WITH MULTIPLE COILS „ra Twma FOR WALK-IN FREEZER WITH ONE COIL v N•mere Remaxal mBam,am,r,a„a,„B _PPm°wn (LE.•8EL) 115/60/1 a` *aaMnl 208-230/60/1 o.wmama nae +wmwua .,.mvw m f-: l�I•axww w"„m. rex eau,gkw•r�°oma.e°.rmnerlero�n.°wuia�ismmeaironnmiseelwwa anR COIL G<„mal mBam„nm 1-1/3'H can nno anNl pvaiih allNHarbrm.<v2eaam�amml,vm.nrn wn<.nae...ecn.: was„Bm cwxaurumr- i-1/3•H d 1 I d d 1-1/3'H x° mPawrwxmreumrtu after lnsvesuw.mwreM an a�tl w. +.P W unrt s 1 IWI I Plre.slver nNwrvw•,uertit,ubar w�az'.e.unManukbe mee rm a 1 I nam PsolMarson sakm ceWNe. Eealpp11* mixwamada!•,ww„e. IDI I„^2` SWDCH• I eau,mwnn�mtrloaaMnatnlOD psryAheliMm�nNre uneeMWlxm wneenPsl. 1 I I PROVIDEDBT RDT��u o".mr r'(-}��lT � �o`m net�ysumn �rv,a �mo vNwu sMuwa e• ",m..naaae« pm[nu.taL III ,�I-, •.wxxa•. n."I I I� ❑ a 1 Mm a`" n aB nee wmwr �n.wm,�1t wa�m Pre .�uI�wtlwIloaamwl� s.raa:»m�whl _ mLLaJJ i i Lorre:Lv Kna ,ramreamnm,aa9m u x"whaaey`°,n"aB`tl J wr.... io 1 evapwa a�°a ,Irel;namawxrmm Hd mamn I I w,mg Smeawe lm EleclnulCmincx«Re9uwmenb: F.k,zdalfm,nmr Q ixsuawwaaa - 1 Eam,kalmmrwawm«o.itla Powaa lor,apamma„PaN.wawmnm.,tennNa.e LL Nde:Ean e.aporalm egwppad ramamntraRer PrnvUea I I PRIMARY LOLL a<nmasysmmmm�M pratlrewk„N aapam.Oee,i«Immrxro.mtomea r penwwaea lb lwusagdwapararor ueemn Y. I I (3)D (AWGCODE)ACCORDING TO HEATER LOAD trNnaiwlua[m inu,el,eemr.MiNmxnral xinneantl wulmam sMll belnamweame LL xAaa[Prw 1-1/3'H 1-3/3'H egU�,nanm. G -- `---- AND LOCK.;O AND GROUNDS NOUSE POWER TO rA Wewrak ma[mm aM amlcatlex Seal Nl Panmmr'romahr l nLrwrzoon EA_ stewa,ee lm EpcuiralcmY.raMrR HEC __'--___ xanemnnatm,w m,an rk xax.Inamm Q 1-1/3^H f ee Id _H {! 11 1-1/3'H XCOIL REWIRES FARONY WIRING 1 IT15 FIELD WIRING pwMempti ramin Rmsprwaxin rNxP.a Z (3 V12AWG MIN.TO PROVIDE HOUSE POWER^n THE COIL(HOT.NEUTRAL.GROUND) m Iaeamrwaw 1„fn cmww.aeaa:,Ii.axwa,- LL LOLG IN THE SAME ROOM MUST BE BONDED TO mnurvona naPmaiw We"IrNr rnetls .a„mweewrame"I warm, O a :: '•. m: w„..,,rvwwxrmr CH H ah Pl„mbnemavuetlw snau ee Ina®m.,.awnnemlmemw eamewmraprunlm OTHER ANDLWNECT DTODATAGWITC °r`Pr°wtl A Pa+ sora w^. � E moinan.PlumnvNtoMrxT ' FARORYWIRING otneramneemerns mane. F FIELD WIRWG _____ - Q E APPROVAL STATUS No. Recision/Iswe Date Consultant Pro)ecI No: W 0 ORIGINALISSUE/NODRAWING(DG) 10.12-22 27367 0 «wtf vFOR"s 1 REV ED PER UPDATED FLOOR PLAN IDS) 3-24-23 , Young Caruso Sheet ry t? UMIFRs1ANDWG a LL a PLEASE RfvIEw mI AcaMAa.aFARmexDlxoeuR xoTE NOTICE -..---__..___ -_......_.-.-__--_ _.....___ Demef,CO ED. MAMtawROPRmr eo.,scxprwo onre eELow. ` I. A. n, Desianea By: LL ° Atlantic Beach Club w aRR�EraAnoxoBw Ruaaacun D.Schu6arth ox6R:x� mF 0-RTRMTIb - - 808 FRRPadE6lP.O.Bwe22 paler Atlantic Beach,FL 1 .3 CI A.P EDIOFSFARRIKAnoI wlrxOUrwR xA Wa h,IdI,Texae By: REMV N. REduRMR 800)]369618of sheets .NIwrlMe.cmn - - D.Schubarth FS7.1 ni SCALE: DRAWN BY:AurN PROJECT N0.:2022352 nrlO0 107 DCDRAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.Box 8446 CALABASAS,CA 91302 J 310.670.9144 wills@ahEp—.M *FOR APPROVAL ONLY* QEVERIDGE' BOX DESCRIPTION E—," P—= e.Kx°'"": r1EuleevW«N.InJew.Prolm, fTHERMALRITE' amllOO.I:,o By'°�.a,o va•w ea Im-wx 4n n 1'RDB3ETXAlE NSUOE tOp �I�iaol �m,x9a��'D aa3a•-w.e.n(rolwennro�•1 �wt�roa�.!.;.�l.,a rnxlroa m�. w�l". -:.P.A,.,«�e.l Lwwal a:!a,L Tra a"...r�.x.m o..- NSE;•-� Flro,.. ultl"N"gym ol.roa�e Tam aures ss_ �wa°a,-mG..."mn" Y COMPLIANCE anlan,e�Embmxe-n[a.-aAvb WAlI(JNa —Eve, ALLPAESCPIP GI'tal.IiIX4-(aT 51 iYPENl MfMILI.1d GAI 6d3N'NO'5YN� �I"°' avylwie.�ineosee°�']BGv.-auriw lM""°-�"� AIUEENfa1YAtT ENFR�MBFPEFOENCE REFERENCE SYMBOL LEGE ND ry iEI°M'uNmn'xoN(vpY hy.r of Sff wNeinymem nhwrl % DENA1gKPF O!GY NLT te'µCOGEA 1+ T ) ff wP .tt LxN4 CYu i fwm a16Ne6EB b LING,N1FFLOOR - _ i •� ®XIOATAG •tlt i?x1GH,F0AN RNL `xi .1YPE OF CONNECrI0N5 R.DLKI _ f 1 R (KI KEYNOTES .."•,•• �s<rnwRs. _. .Luecuti x DNGN dfl uG r,�wIFLLSIM:SMLSR£L WMIE-MG4 ANTFl1L OENt(eWN;'-. - � � y t.W.VNGCOT:3S11-ALIAONUM DLANDNDiREADBRRE 12i 1E%T) .WALLa FXn ACRYWMEE1.8055ED-ai G4 $ 2 LIGHT FIATME:EVERIIXE-ISW IFD-1B-lYPILAl ;a.LNRYIW •[LNGMr: SMIGIEFL WNIIE-aNGA M'INAICROBW 161WI `-'l'• DOOR l OPENING SCHEDULE ` e DEMR3 c+••.•v' aooRwr:MwxTwD�AAIam WeRRE-is r $ z DNx —"w x%D'�N'"� tt, TJf— .FLDDxEA:M1Mux6fll80.SSED.ffiG4 0 y 001 "a uuxpa �]AILL'PGYE a•�m NOTATION SITE :.w. s,r+va•n•n mw x�s,are..u�...a.awo•rem iP%IG&F.OffWLDING iL00R •en"..r:.c.cw..l . 1 YAVf ttEMOwaTMLEO SEFOREOR ,,,,tull.ttEtE ArIERWALKM,N INsiNLAIKRlff50 PROVaE RM , a auamRa wwea+n vmrxJNF,.A:Fn,�",. Tar",r.< nLETIIL%NE.U- - • `L`ia4 .A' OlERNFORN ,c° ..,.. ,•.. 'aye. WSPACE CRCIMnON GplDW NNNJN 'NAIK.N FOR MIRE •t' .. 1n-0w•I12a Tsool 4 ` the iu•Psdisml nom. ,...sc..T+Ncr.,.- w°w"' p,•,'"uwm a,. aa NNGS: , ,�r.»;�m.wr..o-.,mry 'w.,�a-.•..'a •"w-,' .m�m"rom_v.'Q""` __� =i: ' CONSTRUCTION DARD me �'�'••LORNE '• n—1 Aus Be.-ELE pY,y- ... � CONSTRUCtpNIAY LB'1401NGATALLM]l1E 'r••.e ,rIM55y' N` ,ERTIGICORNFF6.JGMSSEVEDWIPYL 'iF•ilrxllltlt`I]"`Y` i'WALL PANEL PLAN i OR PANELPLAN GwcErArMr4EJ(T.PERILIErEH cs FAxF15, tea,;• CONNELTEp W.GMHAG(F0.5iNeA5. •ALL LJLINGANO WALL PANELS ARE NOT DESIGNED TO✓,RRYADpn— B—Fs SMG SNIT W EIGHE UNLESS SPEG1E0 OTHFIi1WGE AND OESIGMNAm IED IN N0PLAN •, ELECTRICALNQTJCE _ W.4 . STEaf11LOMfYAYENf5riI.E DGllr]wi11111 WA`JWN. LHEB,P1ESB- BE E PEIIEF W Mia.JMB Fff.41FA5 aI W.L FACTORY PRErMRED,FORHOOx IW BY ELECINCMfAMRACEOR. •ALLLIGxffIKEJRESS By MESHIP�FD Beach LaaaE FDRMsruuTx%aserEBEDlfar minRAc rn TnaI14f&e sN(u AccEPr xD RFswNslavry FORANYBACIfCNARGESAeB—nDLWIH MGTA wOFuwrmaesOnFIELI Atlantic Beach Country Club ��hT0_fELMGPnNE15_ NAINGCONNECTKKS. �r CONCRETES r! Phase 1&2 •SLPa:PAD NuST BEIE4£I WiRYx 1N'MR Construction Documents .MMTY IXREL SIABIPADAIJSTEERAT.Bl400m,AxD 1600 SEW Marra Drive —M—Lu-roEM I>Et'unaA ABank Beach,FL 32233 -- - _OVfRIOO•sTMN -E NNDIRW---. 1 INERFBYAGNO'MEDGEIHAiIHAVE--- `"�� eEFN INTIXMEUOF TxEMav=_sLAe;PnD REVISION R RE'YJREtULTI5AN0FPlLURETOCpAMY 8 WILL RESOLTIN RERISALTO PAEIL. N0. DATE DESCRIPTION 4 �® COVFPAGEFDR ISSUES DNn11a WALKAN % 512]I23 Pem:R SM -- PN0.0RwiLLWOANY WMANnY r- - IiE5UL1MC FROM SLCNINSTP1JAipN. 0 i0 �_ FINBNRWR � f 4O.ROORPANEIS z ENATCwD ION 1 AFI OEBCRIPTION DATF BY Approval Slatus BW Drawing Reviewed BY: Review Date: Please Check Appropnefe Field Approved as Drawn EQ Revise and RmInnic Customer Service Rep. JENNIFER BLAIR Submittal Drafter Shop Drafter INSIILAIF➢ :INSULATED KC .-IxsuwTmcEuiwc a� `v^LL°"� '�fl°A"� Save DM Date: I 3.28.2023 FALroRY Na— l .-:CAN wa115 'Ad1U5TABLE iRtlNCM(GTO.) --- i. roFLOORDODRSwEEP Customer/Dealer J � NEOPRExE WIPERS WIERKKi E%IEflION _ t SENu+T THERMAIAITE AUTHORIZED DEA LER Q (M0.uMD) Irisuuhn aada vAluii --NK 15600 37TH AVE N STE 100 w wTx MrEGRArEn NSF Gagrt : PLYMOUTH,MN 554463264 L: r �oIs 3_ o �. — FON PNLaaLNNGTo Site Information Z suFroma—e— r _IMOEwgYLIEm.11sPALING I ATLANTIC BEACH COUNTRY CWB f - WALUN.a GPALINGmu °0°"D" TO L'ELNGWa1.15 AR al—Ea. ; PHASE I&2-ATLANTIC BEACH.FL I Y INwurm — YGUNGCARUSO J -IxsuLATEDwAu I —��"^01H IFiaoR PulE�, PANEL Create Dwg Date:WATEFY Poed#E054683-01 w�rnrA�i'F rte: oETAnsTnroxm NE�ssz:.Locxrowaus oEruLaausxNwNr dTndb 11-01 FOALI wuL RFGAN IwL •^ Sheet# �.+I 3 FS8.1 SCALE: DRAWN BY:AOlhx PROJECT NO.:2322-352 DCQNAIT OCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.Box 8446 CALABASAS,CA 91302 P 310.670.9144 AII,&heµa—. *FOR APPROVAL ONLY* QEVERIDGE• �n3� EE� ELECTRICAL INFORMATION rwrew.44IM VIAr• REM DFSGmP11DN I OTY. 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DATE DESCRIPTION uN IFDrwI wml LuxNaRA+H•TOTu oRunaN OVEN 1aA'Sm------ Am DIRELTX&1. -3 -- T.0 L-'EPIC PANELS ___ _ _ IXERERVAI%NWhF➢OETHAi IINV£_�_ 0523I23�Pertnit5w BEEN R60RL4DOFIXEABOVEELw1PAD r�ouwFrexrsalsFNLIRETocoMRr WLL1 flEGIA-w flEFllsal TD R 9iaLL ANDOHwLLVOm ANr —DING FONISSllFS IN nib WAUfN RFSLILTHG iRW SACH INSTPJATgN g 8 B • t BO.FLOdi PANELS =� - IEJ DESCRIPTION AT BY Drawing Reviewed By: LEVATION Review Data: Please C11BOR Appmprote Field Approved as Drawn: Revise and Resubmit Customer Service Rep. JENNIFER BLAIR Submittal Dlafler Shop Drafler J steuvuTE xursaro„ '.wsuuiED - IJ/ALE ra�NEL o =PANEL aA Owwiwear�wL. Save Day Dale: 13,28,2023 w.X9VEP5 r -NSUTAIEDCDLWG '.GEEING PANE- w1ERlpi EXIERIDR PEAIEDADJUSTABLE- lrenall 'FACTIXtY IxsrAueD PArIEt LcuawALLs aausrwLB DDGRSAEFP- Lwrlaoa+GGER wrEP10R ® Customer/Dealer LL '.TRIM LAP(mDl TOFl00R Wr NEOpRENEWREfS_ �^ I SEAI.ArrT NEDRietEWlPERS Rm nuTxREaD I I_. 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Atlantic Beach Country Club ------------------- IxEREarADw01nFDGETxATIxAVE BE]I IxFORMED DF1HEreGVE SIAerPAO Phase 1&2 REOUIREIENTS ANp FuwraE ro ccwttr wluRFsuLT INREFusuTO NsruL DOnstNCflOn Documents Ab2W MILL VoOPWYWMRINtt 1600 Selva Manna Drive covF ALa=FoaGsuEsoxrxlsWAL✓,-v� REsuLru6FROLIsuDIN15TALLAnON. AUanticBeach,FL32233 x _ REVISION NO. DATE DESCRIPTION _ b OL23123 PBmIR Sn 1 DESCRIPTION DAT BY Approval SWIus Block Dawing Reviewed By: Review Date: Please CheckAppmpnate Field Approved as Drawn: Revise and Resubmit: Customer Service Rep. J JENNIFER GLAIR Submiaal Drafter Shop D.Rer KC I w FflON swTcx sEA roAtixr— 00 O w6TOLER SSDE a 0°°R Save Dg Date: 3.28.2023 CLOSEOCFll SENMr _ COxxECnONs �'IWR:MI o,' g _ W Customer/Dealer Z a -IBY OrNEPSl �y w12 Y THERh1ALRITE AUTHORIZED DEALER m DaGDcor+ECTlous .� 'PAxr PENETRAnoxcur: +� .`� W 156003TTH AVE N STE 100 J l"� AtFELDIDYGTEREI -- 1 lD PLYMOUTH,MN 554463204 a NHIIELNERIUL) -- 5 IILUJLTxon o l eE£VAROxyEw ygpx ¢ Slte Information ATLANTIC BEACH COUNTRY CLUB PHASE 182-ATLANTIC BEACH,R YOUNGCARUSO m ICONWITFOR 30V -.a¢FAUAT OIVANY ,�., ' NMON8 - _ OSFoc¢L SEALvrt Create Du'Date:03.28.2023 IFDWER o L»rr �marrtvu:vr ronurafev anmRsl - y — Wcaosor:DF �, ' —1 g JUNCTION BOx �FOAIIFILLIBYOlIFf6{ - COrURS PAYEI �Y m rrspr+len IIEAT[ovTNTWtwrwawwn s � E5463-03 o �_Vk7DGM ____> uL.uGxr RxnMEixRU PMFL Nxsox1e9s1mvAFGa aoF LEOLIGxrFLmwE PIANNEW x1r IEATEDWEwwm mxx6cTxRs Sheet47QE-01 a FS8.6 SCALE: DRAWNBY:APh, PROJECT N0.:2722352 a Or/OQIQQ DCDAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS'ENG;NEERS 2d.30 AGO'URA ROAD.SUITE 176 CALABASAS CA 913D2 P 31D.670.914 i b@Mh km. vwRwcro z"B« ..Aonrtcrs,c.cw¢ns FigiEo firm Pppbholien r:16510 1501 ReNrle Mw lay iN B,oN,fl 5}250 FIRE ALARM DESIGN CRITERIA OVERALL DTSCRIA"CH"' THE ATLANTIC BEACH COUNTRY CLUB RENOVATION PROJECT PHASE 1 WILL CONSISTS OF A RENOVATION TO THE FITNESS CENTER AREA OF THE MAIN BUILDING, ALSO KNOWN AS BUILDING NUMBER 1. eUPANCY AND CONSTRUCTION TYRE: BUILDING CONSTRUCTION TYPE WILL NOT CHANGE AND IS TYPE V-B UNPROTECTED COMBUSTIBLE CONSTRUCTION. THERE WILL BE MIXED OCCUPANCIES INCLUDING ASSEMBLY IN THE DINING AREAS AND BUSINESS IN THE OFFICE AND FITNESS AREAS. PRQJECT SCOPE: AN EXISTING FIRE ALARM SYSTEM SHALL REMAIN AS INSTALLED IN AREAS NOT PART OF THE RENOVATION AND IS TO BE MODIFIED IN THE RENOVATION AREAS. EXISTING DEVICES IN AREA OF WORK TO BE RELOCATED TO NEW LOCATIONS SHOWN ON DRAWINGS, AND NEW DEVICES ARE TO BE ADDED AS SHOWN ON DRAWINGS. NEW DEVICES ARE TO BE TIED INTO THE EXISTING SYSTEM. NOTIFICATION WILL BE PROVIDED IN ALL NORMALLY OCCUPIED AREAS. INITIATION WILL BE ACCOMPLISHED USING MANUAL PULL STATIONS AT ALL EXITS AND ''"'" STAIRWELLS, MONITORING SPRINKLER SYSTEM FLOW/TAMPER SWITCHES, DUCT SMOKE DETECTORS, AND SMOKE AND HEAT DETECTION IN LIMITED AREAS AS REQUIRED BY CODE. -- SYSTEM DFSCRIPTIOW THE EXISTING FIRE ALARM SYSTEM IS A NOTIFIER NFW2-100 SYSTEM WITH A NOTIFIER NFC-100 VOICE EVACUATION PANEL. SIGNALING ""'• -e =' LINE CIRCUITS SHALL BE CLASS B WIRING, NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS B WIRING, AND INITIATING DEVICE p•Opd R:A�gq�y CIRCUITS SHALL BE CLASS B WIRING. �oe:'�1c=.xsE••.cs!� GOVERNING STANDARDS; SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH THE 2017 EDITION OF NFPA 70, 2016 EDITION OF NFPA 72, AS WELL AS THE i'; STATE OF • ' - FLORIDA BUILDING CODE, 7TH EDITION AND THE FLORIDA FIRE PREVENTION CODE, 7TH EDITION. %o�;•.,RORIon;��w`� FIRE SPRINKLER: ',••eS51pi i�E�G,,,, - THE BUILDING'S SPRINKLER SYSTEM IS A COMPLETE NFPA 13 SYSTEM WITH PROTECTION IN ALL AREAS. MALIUAL FIRE DETECTION, DOUBLE ACTION MANUAL PULL STATIONS WILL BE INSTALLED AT ALL EXTERIOR EGRESS DOORS AND ENTRANCES INTO STAIRWELLS ON , EACH FLOOR. _ AUTOMATIC FIRS DET"TION: SMOKE DETECTION WILL BE INSTALLED IN MECHANICAL ROOMS, ELECTRICAL ROOMS, AND ABOVE THE FIRE ALARM CONTROL PANEL AND FIRE ALARM POWER SUPPLIES. AUTOMATIC HEAT DETECTION WILL BE PROVIDED BY THE FIRE SPRINKLER SYSTEM. Beach r * Atlantic' L1uCT SMOKE DETECTORS • DUCT SMOKE DETECTORS SHALL BE PROVIDED IN THE SUPPLY DUCTS OF ALL AIR HANDLERS EXCEEDING 2,000 CUBIC FEET PER MINUTE (CFM) IN RATED CAPACITY, OR IN ANY AIR HANDLERS WITH A COMBINED PLENUM RETURN EXCEEDING 2,000 CFM IN ACCORDANCE WITH Atlantic Beach Club NFPA 9OA AND THE INTERNATIONAL MECHANICAL CODE. DUCT SMOKE DETECTORS ARE TO BE INSTALLED IN THE RETURN DUCTS OF AIR tf+L� • :/ AREA OF WORK HANDLERS EXCEEDING 15,000 CFM WHEN SERVING TWO (2) OR MORE STORIES. DUCT SMOKE DETECTORS ARE TO BE INSTALLED IN Phase 1 BUILDING 1 PHASE 1 ACCORDANCE WITH NFPA 90A - STANDARD FOR THE INSTALLATION OF AIR-CONDITION AND VENTILATING SYSTEMS, 2018 EDITION. Construction Documents FITNESS AREA 1600 Selva Marina Drive AUDIBLE NOTIFICATION AUDIBLE NOTIFICATION WILL BE PROVIDED BY EMERGENCY VOICE/ALARM COMMUNICATION. AUDIBILITY WILL BE PROVIDED THROUGHOUT THE Mantic Beach,Florida 32233 - BUILDING IN ACCORDANCE WITH NFPA 72 SECTION 18.4.3.1. VOICE MESSAGES AND INTELLIGIBILITY SHALL BE IN ACCORDANCE WITH NFPA 72 SECTION 24.3.1. REVISION rvo. WE VEMRIKIM 1 R VISUAL NOTIFICATION: 111 STROBES ACTIVATED BY FIRE ALARM CONTROL PANEL WILL INSTALLED TO PROVIDE VISUAL NOTIFICATION IN NORMALLY OCCUPIED ROOMS • os2M3 PEMAA-ET WITH MULTIPLE OCCUPANTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: FITNESS AREAS, RESTROOMS, AND CORRIDORS. THE =-��--- APPLIANCES WILL BE SPACED IN ACCORDANCE WITH NFPA 72 TABLE 18.5.5.4.1(.) AND (b). -—:EXISTING FIRE ALARM CONTROL r ", SURGE SUPPRESSiION: PANEL AND VOICE EVAC PANEL LOCATED IN KITCHEN OFFICE TO ' TRANSIENT VOLTAGE SURGE SUPPRESSION IS TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SURGE REMAIN AS EXISTING SUPPRESSION IS TO BE PROVIDED ON THE 120 VAC SUPPLY. I70NFn FV ACUATION GHIGH-RI ON Y1: EVACUATION SIGNALS WILL BE BROADCAST THROUGHOUT THE BUILDING. ZONED EVACUATIONS IS NOT REQUIRED AS THE BUILDING DOES .R —EXISTING FIRE ALARM '- - 3 NOT MEET THE DEFINITION OF A HIGH-RISE. ANNUNCIATOR LOCATED AT MAIN ENTRANCE TO REMAIN -- _ - - - .r _�• IN RIP ION: AS EXISTING THE CEILING IS SMOOTH ACOUSTICAL CEILING TILE OR GYPSUM BOARD INSTALLED AT 10 FEET ABOVE FINISHED FLOOR (AFF) OR LESS, T 1 r UNLESS NOTED OTHERWISE. IAT«'V "URVIVABILITY: - PATHWAY SURVIVABILITY IS NOT REQUIRED AS THE SYSTEM DOES NOT USE ZONED OR PARTIAL RELOCATION. (n MONITORING: 11,1 MONITORING OF THE FIRE ALARM SYSTEM IS TO REMAIN AS EXISTING. Coate FIRE ALARM SITE PLAN FINALAG PTANC TESTING: ~ Q NTS UPON COMPLETION OF THIS PROJECT. THE INSTALLING CONTRACTOR SHALL PRE-TEST 100% OF THE FIRE ALARM SYSTEM. FINAL U- ACCEPTANCE TESTING SHALL BE PROVIDED BY THE CONTRACTOR AND WITNESSED BY VERTEX AND THE LOCAL FIRE INSPECTOR. THE Q w ACCEPTANCE TESTING WILL INCLUDE FUNCTIONALITY TESTING OF ALL FIRE ALARM DEVICES. Z FUIRED MAINTENANCE: Q THE FOLLOWING MAINTENANCE RELATED ITEMS ARE REQUIRED BY CODE: 1. ANNUAL INSPECTION, TESTING, AND MAINTENANCE IS REQUIRED FOR THE NEW FIRE ALARM SYSTEM AND MUST BE SCHEDULED BY THE w U OWNER TO BE PERFORMED ON AN ANNUAL BASIS BY A LICENSED FIRE ALARM CONTRACTOR, IN ACCORDANCE WITH NFPA 72. U) 2. TESTING SHALL BE COORDINATED BY THE CONTRACTOR TO MINIMIZE INTERRUPTION TO BUILDING OPERATIONS. Z) Z 3. RECORDS OF INSPECTION, TESTING, AND MAINTENANCE MUST BE MAINTAINED ON-SITE. O OTH R: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CALCULATIONS, AND PRODUCT SUBMITTALS TO VERTEX FOR REVIEW BEFORE ANY Co w CONSTRUCTION ACTIVITIES BEGIN. 1 C) U � Z Q a _j � ¢ , w wu_ w 1 -FA-01 r As ........ SCALE nano --_DRAWN OY: JRA c __ PROJECTN0.'2022-352_________ 05 23-23 PERMIT SET S H E P P H I R D ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS.CA 91302 •"31'67`.914Z infn&haF'e.m FIRE ALARM LEGENDW. w � Maw S Qp SMOKE DETECTOR (PHOTOELECTRIC) _ (�p DUCT SMOKE DETECTOR (PHOTOELECTRIC) na"a nen R.ynm<n�p ifi5i0 — iso, - ❑N MONITOR MODULE +•a..�a�i.e.oa F�saiso _•—f © MANUAL PULL STATION ® RELAY MODULE TAMPER SWITCH FLOW SWITCH ®is STROBE (NUMBER INDICATES CANDELA) 1/4 XSPEAKER WITH STROBE (NUMBERS 75 INDICATE CANDELA &TAPPED WATTAGE) — EXE12ClSE TO REMAIN AS EXISTING ROOM 154 No.93118 STATE OF '� iP0'•.F:ORN�•i a'��: gyp•.FSS IO N N L E,A�`•�• L /$2�75 / Atlantic Beach Country Club + z;::• J Phase 1 Construction Documents 1,_ 1600 Selva Marina Drive E I^� /� YOUTH ABantic Beach,Florida 32233 'I� Op 1 i 55 ' EXISTING DEVICE REVISION ELE' TO BE REVISED 1 L�� — — — _ Ro WE oescR . CLO;ET TO 75 CANDELA — _-- - --1/p 25 -aaw:a soxco Sr:EEZEWAY s MANUAL - RRIDOR rima aEw rise I THERAPY-.-_ �15 O' 1/2 146 148 G :TUF 30 ,/2 MEN'S O' FITNESS 30 1/2 S FITNESS I 151 /2 RESTROOM y. 4 V' `T=� WOMEN'S FITNESS V) r -rE STORAGE RESTROOM W RIS EV., 'lyl�y1/2 153 _ z 15 1/2 �l • LL y MECH I ,�y —153:4 WT.ddv[SEX�I z ELEC Up Vp AC RESTROOM Q Z 149— RESTROOM 1/2 L Q J /2 1538 5 CHECK-IN 0 ,5 = Of 00 Q t-:-- _j Q U LU Q u- W Tri Q 2 NOa1N FIRE ALARM PLAN B.ilimETNEiMl 1 -FA-02 z SCALE: 1/4"=l'-O" 3CALE A`.no,Eo -_-_DRAWN BY: JRA —_ PROJECTNO.:2022-J52 0&2b23 PERMIT SET SHEPPHIRD FIRE ALARM LEGEND ASSOCIATES ARCHITECTS+ENGINEERS ®p SMOKE DETECTOR (PHOTOELECTRIC) 2B56D AGOURA ROAD.SUITE 135 Output Signals CALABASAS,CA.91302 It, DUCT SMOKE DETECTOR (PHOTOELECTRIC) 31C.E7C9144 infoCsheV.e`= Fire Alarm Panel Indication Nottflcatton t7 MONITOR MODULE © MANUAL PULL STATION .wc souses - i e�rp o ® RELAY MODULE TAMPER SWITCH TIENITEX FLOW SWITCH N«a<p�xI :zesxa iacrinriil.e."�.E�sxzso ®IS STROBE (NUMBER INDICATES CANDELA) 1/4SPEAKER WITH STROBE (NUMBERS M75 INDICATE CANDELA & TAPPED WATTAGE) N O TO REMAIN AS EXISTING N N f` u a .� _ a c n c c N d d Ap N Q O U € o c a cL c g E c S m 'o c _ m m U E c1p `L m o m W m N U O C p W m m w a _.oc E co o oo v _:o,•-•:.Na.Ru.u xA o E E o •2 93. .s1u.f1.g5 In m mn p EA m > •R'.'F, ccl•��.s _ STATE OF iP. .F......: a > > m m a m c r m S9/ONALE�G\••• E y N > m € re m E uoi m `m '2 '� m m m a a a > r '� m 2 m a > Ir m w o o w 0 m m m m m m 0 E E o •. 13Input Signals Q ¢ ¢ ¢ a ¢ a rn m I-- T- U) Atlantic Beach General Fre Detection Initiating Devices Manual pull station • • • • Smoke detector • • • • Atlantic Beach Qountry Club Watedlow • • • • Phase 1 Valve tamper switch • • • Construction Documents Duct sn,*k•deteCtor • • • • 1600 Selva Marina Drive TtoabhI Conditions ALantic Beach.Florida 32233 GrmX4 fault • • • REVISION NotirtWhon appliance short circuit No. DATE I3E5LRIPTq PP • • • -E —RI Open cirrllA • • • d -2- PEMA175ET Low batlery • • • AC power failure wAh 1 hour delay • • • Telephone Onefaua • • • Remote power supply trouble condition • • • Noflfreaaw FIMCdpt75 EXISTING FIRE ALARM NEW FIRE ALARM Silence feature on Are alarm panel • SYSTEM DEV ES Mcm I iuophone control initialed at fire command center • � —--L EXISTING FACP NFW2-700 I Mn3 eµa 11KI , m m m � off, z __rte � � m� m o Z (n Q J au I'S' I�1 r u'eAvLU Q r_ --E E --- LU LU 5'1 —J E —— 0 -mi "" L � E ? of E LINE TYPE DESCRIPTION CLASS TYPE eI T I wmwl I A SLC— SIGNALING LINE CIRCUITS B 2 16 AWG FPLP „ �o � ® I I I J B —SPK— SPEAKER CIRCUITS B 2 16 AWG FPLP ble: ie Untl NEW NOTIFICATION U Q F- C © DEVICES C STR— NOTIFICATION APPLIANCE CIRCUITS e 2 14 AWG FPLP w ° (w) ""° Z W D IDC INITIATING DEVICE CIRCUITS B 2 018 AWG FPL Iso•1 s o• s•� ss'-''e' 1nI LL E RS— RS-485 2 16 AWG FPLR V (14 1•x'-A5') U m :F —24V— 24VDC 2 14 AWG FPLR �,.a I (An) STROBE AND SPEAKER CIRCUITS B 2 14,2 I6 AWG FPLP wo,.r 1Ai0 r100f LULU WIRE CHART TYPICAL DEVICE MOUNTING HEIGHTS FIRE ALARM RISER DIAGRAM to Q NOT TO SCALE NOT TO SCALE _ ll 1 -FA-03 p -A ------------ SCALE; E NOTED e DRAWN BY: JRA PROJECT ND.:2022-352 0523-23 PERMIT SET S H E P P H I R D ASSOCIATES ARCHITECTS+ENGINEERS 26500 AGO'URA ROAD.SUITE 106 CALABASAS.CA 91302 DC.670,914 intoCshep.wrP Len,19*611-11. x�r0 zv .iaiwrecrs,c"ce�c"s I FIRE SPRINKLER SYSTEM ENGINEERING CRITERIA ��`►�+��° OVERALL DESCRIPTION: I►r IjFrIE.p renes e�ixsnna,o"p as:o THE ATLANTIC BEACH COUNTRY CLUB RENOVATION PROJECT PHASE 1 WILL CONSISTS OF A RENOVATION TO THE FITNESS CENTER AREA OF THE Hydraulic Analysis MAIN BUILDING, ALSO KNOWN AS BUILDING NUMBER 1. J0e'1 B.1-N1�FL 100"M 2�_IUPQJ—tlC_�ANO CONSTRUCTION TYPE: THE BUILDING CONSTRUCTION TYPE WILL NOT CHANGE AND IS TYPE V—B UNPROTECTED COMBUSTIBLE CONSTRUCTION. THERE WILL BE MIXED OCCUPANCIES INCLUDING GROUP A ASSEMBLY IN THE DINING AREAS AND GROUP B BUSINESS IN THE FITNESS AREAS. Hydraulic Analysis Worksheet 90YERNING STANDARDS: Pro Name: Atlantic Beach Cou Club Phase 1 • SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH THE 2016 EDITION OF NFPA 13, THE 2016 EDITION OF NFPA 24, AS WELL AS THE Pro- Address: .1600 Selva Marina FLORIDA BUILDING CODE, 7TH EDITION AND THE FLORIDA FIRE PREVENTION CODE, 7TH EDITION. Hamd Classiflcalion and System Light Hazard-Wel _ POINT OF SERVICE: RAe:All code references are based on the 2016 Edition of NFPA 13. THE POINT OF SERVICE WILL BE DOWNSTREAM OF THE EXISTING BACKFLOW PREVENTER ON THE BUILDING SIDE. Flow Test Data AREA CLASSIFICATIONS: THE FITNESS ROOMS, YOUTH AREA, AND RESTROOMS SHALL BE CLASSIFIED AS LIGHT HAZARD. THE MECHANICAL AND ELECTRICAL ROOMS SHALL Static Pressure Residual Pressure Pitot Pressure Flow Rate BE CLASSIFIED AS ORDINARY HAZARD GROUP 1. GPM DESIGN APPROACH: 40 1 42 NIA 1000 THE E%ISTING WET-PIPE FIRE RISER FOR THE FITNESS AREA SHALL BE RELOCATED TO ACCOMMODATE FOR THE CHANGE IN FLOORPLANS. THE EXISTING WET-PIPE FIRE RISER SHALL BE RELOCATED TO THE NEW FIRE RISER CLOSEST AND TIED INTO THE NEW SYSTEM, AS SHOWN ON THE DaleflOWleStpeffOnTled: 10/1102022 Jeseeneabmcni=s. _ DRAWINGS. AREAS NOT PART OF THE RENOVATION SHALL REMAIN AS EXISTING. EXISTING PIPE SHALL BE UTILIZED AS MUCH AS POSSIBLE. THE $ rinkler Data ...r EXISTING ATTIC SYSTEM SHALL REMAIN AS INSTALLED. Min._q-ating Pressure, Area per Head K-Factor _ Maximum Elevation _ LIGHT HAZARD AREAS SHALL BE DESIGNED FOR 0.10 GPM/SQFT OVER THE MOST REMOTE 1,500 SOFT, PLUS 100 GPM OUTSIDE H05ESSS ft ALLOWANCE, USING QUICK RESPONSE HEADS RATED FOR ORDINARY TEMPERATURES AND SPACED AT A MAXIMUM COVERAGE AREA OF 225 SOFT .] 225.00 5:B 12.0asses PER HEAD AND 15' APART MAX. R~eArea 313 �J�pPN R�A,�BRF 4, i A ?oma'`1`rxsf.,.cam= ORDINARY HAZARD GROUP 1 AREAS SHALL BE DESIGNED FOR 0.15 GPM/SOFT OVER THE MOST REMOTE 1,500 SOFT, PLUS 250 GPM OUTSIDE Design Density Over Factor Hose Requirement - No.93116 '• - HOSE ALLOWANCE, USING QUICK RESPONSE HEADS RATED FOR ORDINARY TEMPERATURES AND SPACED AT A MAXIMUM COVERAGE AREA OF 130 (square feeGPWs GP -.; SOFT PER HEAD AND 15' APART MAX. 1500 0.10 1.2 100 STATE OF = Holes:A design reduction has not been included for quick response heads. -;oF;eDAm:•�F NEW FIRE SPRINKLER HEADS SHALL BE CONCEALED AND MATCH EXISTING HEADS. 9 Q p ''••sSJONALEaG\�o Water QuarTtV Required WATER SUPPLY CHARACTERISTICS; System Demand Total Hose Stream Other Demand Total Flow rate THE WATER SUPPLY IS FROM A 10" CITY MAIN RUNNING ALONG ATLANTIC BEACH DRIVE. A 6" BRANCH LINE IS CONNECTED TO THE CITY MAIN (� GP GP [GP AND ROUTED TO THE EXISTING 6" BACKFLOW PREVENTER. A 6" FIREWATER BRANCHLINE IS ROUTED FROM THE BACKFLOW PREVENTER TO THE EXISTING RISER LOCATIONS ON THE SOUTH SIDE OF THE BUILDING FOR THE MAIN BUILDING AREA AND TO THE EXISTING RISER FOR THE FITNESS 180 100 .EF 280 AREA ON THE EAST SIDE OF THE BUILDING. A NEW 4" BRANCHLINE IS TO BE ROUTED FROM THE FIREWATER BRANCHLINE TO THE NEW RISER Water Pressure ulred LOCATION. THE DURATION OF THE SUPPLY WILL BE ADEQUATE FOR THIS APPLICATION. End Head Pressure Elevation Loss Backflow Preverlter Friction Loss Through Pipe FLOW TEST INFORMATION (psi) BeachAdantic A FLOW TEST WAS CONDUCTED ON 10/10/2022 BY JOHN DOYLE OF CITY OF ATLANTIC BEACH. THE TEST HYDRANT WAS LOCATED AT THE 16.1 5.2 5.0 15 ENTRANCE TO ATLANTIC BEACH COUNTRY CLUB. THE FLOW HYDRANT WAS LOCATED ALONG ATLANTIC BEACH DRIVE ADJACENT TO PETE'S TURN, Total Pressure Re fired is 41.3 ALSO KNOWN AS BUILDING 4. Pressure Available at Rered Flow iAtlantic Beach Country Club THE RESULTS OF THE TEST WERE AS FOLLOWS: las_ STATIC PRESSURE: 46 PSI Pa=PS- Ps-Pf'Qa1Qt 45.6 Phase 1 RESIDUAL PRESSURE: 42 PSI Hydraulic Sulrwm ___ COnstruchOn Documents FLOW: 1.000 GPM I Pressure Available. - 1600 Selva Marina Drive NOTE: FLOW TEST AT THE TIME OF SUBMITTALS/PERMITTING SHALL BE LESS THAN ONE (1) YEAR QLD. Total Pressure Pressure Required Pressure Avallable-Pressure Atlantic Beach,Florida 32233 Total Flow Required R ired Saill Factor Re"ired Safety Factor(%► REVISION VALVING AND ALARM REQUIREMENTS: DME INSTALL A FLOW SWITCH IN THE FIRE SPRINKLER RISER TO MONITOR SYSTEM FLOW AND INSTALL A TAMPER SWITCH ON THE CONTROL VALVE IN 280 41.3 4 996 no. aPscwPnax THE RISER WITH A LOCAL AUDIBLE ALARM AND CENTRAL STATION MONITORING. AN AUTOMATIC AIR VENT SHALL BE INSTALLED AT THE HIGH Firewater Sugly IS Adequate 3 oi3b13 sox co 1 •osss.ls PEWS SET POINT OF THE SYSTEM TO PURGE AS MUCH AIR FROM THE SPRINKLER SYSTEM. AUTOMATIC AIR VENTS SHALL BE ACCESSIBLE FOR MAINTENANCE. 70 RISK EVALUATION: THERE IS A MINIMAL EXPECTED RISK OF MIC IN THE WATER SUPPLY FOR THIS LOCATION ACCORDING TO CITY OF ATLANTIC BEACH AND NO CORRECTIVE MEASURES HAVE BEEN DESIGNED FOR THE SYSTEM. 60 BAANCKEWGPREDETAILS' 6Y DOUBLE CHECK BACKFLOW PREVENTER 15 LOCATED AT THE CONNECTION TO THE CITY WATER MAIN ON ATLANTIC BEACH DRIVE, TO REMAIN AS EXISTING. 50 i ,COMPONENT SPECIFICATIONS: ALL PIPING, SPRINKLERS, AND OTHER COMPONENTS TO BE UL LISTED OR FM APPROVED MATERIALS. ALL ABOVEGROUND PIPING SHALL BE ASTM A795 OR ASTM A135. PIPING 1" AND LARGER SHALL BE SCHEDULE 40 OR SCHEDULE 10, ROLL-GROOVED OR WELDED. THREADED PIPING 2" 40 rinkler Demantl I - AND SMALLER IS ALSO PERMISSIBLE AND SHALL BE SCHEDULE 40. NO PIPING LESS THAN SCHEDULE 10 OR CPVC PIPING SHALL BE ALLOWED. I STRUCTURAL SUPPORT PROVISION: a 30 - ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED USING UL LISTED FIRESTOPPING METHODS TO PRESERVE THE INTEGRITY OF THOSE y (n BARRIERS. _z R FIRE PUMP: 20 - i - I Z A FIRE PUMP IS NOT REQUIRED. _ W FIREWATER STORAGE TANK: LL W A FIREWATER STORAGE TANK I5 NOT REQUIRED. 10 _ .. Z !Z_rr1� OWNER'S CERTIFICATE: Z Z AN OWNER'S CERTIFICATE IS NOT REQUIRED, AS THE BUILDING IS NOT A STORAGE OCCUPANCY. Q Z 0 WW OTHER: 0 500 1000 1500 2000 2500 3000 co 1. CIVIL SITE UTILITY PLAN SHOWN FOR REFERENCE ONLY. Z w Q 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CALCULATIONS, AND PRODUCT SUBMITTALS TO VERTEX FOR REVIEW BEFORE ANY CONSTRUCTION Flow(gpm) ACTIVITIES BEGIN. HYDRAULIC CALCULATIONS SHALL INCLUDE A MINIMUM FIVE (5) PSI SAFETY FACTOR AT SYSTEM FLOW. SAFETY FACTOR SHALL 0 W BE AT LEAST 10% OF THE STATIC PRESSURE. CD >. U) ry UW0 Z Y a � z I Wct) QW = li a 1 -FP-01 --SCALE:uE nolPo .................. --OAAWN BY. JRA ..iCi.6, __-.------'-'- PRDJECT NO.:2022-352 052323 PERMIT SET S H E P P H I R D ASSOCIATES f ARCHITECTS+ENGINEERS i 265Q AGOURA ROAD,SUITE 105 CALABASAS.CA 41302 310.6709194 info@_,hepae.mm NEW .-Mrs, Ell STORAGE �' wvPiw�cMOirts SHED . 1 VIEUTIRK NEW HOSE CONNECTION - �f _ --- AT YOUTH PAVILION AND 1 - _ - - �STORAGE SHED FOR FIRE y DEPARTMENT FIREWATER 'Y, _ Y y ACCESS 11 " s f n a a ] ' I - _� __ , . �.5, • �sE1`�'`,� NEW YOUTH—_�•'T .� y.�,,•.. _. PAVILIONM< c , ", 3n�' ' I �. - - ._ • l3 h - :.oROP \CENSE R�Cy 0 3118 Tr J I . p `- �y STATE OF FSSIONALE�.•�, � fr 77 EXISTING 10" _ I CITY WATER MAIN Adanric Beach C--y Club- Atlantic Beach Count Club Phase 1 EXISTING RISER - �_ -- _ -' ♦ "`. MAIN BUILDING --- _ - - I— AREA OF WORK ti.�;�_�,-� Construction Documents I TO REMAIN AS -- - ' ` - BUILDING 1 PHASE 1 - - 1600 Selva Manna Drive INSTALLED - Fri - FITNESS AREA - - Atlantic Beach,Florida 32233 I • I .''..JII��T J — _ ,� REVISION 033613 901'.fAPTION EXISTING 6 01313 PEwrtse 3 BACKFLOW 1 I . ! PREVENTER � -'. EXISTING RISER FITNESS�. � �� f _- _- �� q�p d AREA LOCATION TO BE I - -NEW FITNESS AREA FIRE I REVISED I SPRINKLER RISER - ///� LOCATION NEW FDC CONNECTION k .- � � . _ ■ '\ - , I - TO SUPPLY HOSE Jr EXISTING FDC LOCATION NEW TAP INTO EXISTING CONNECTION AT YOUTH T -! r _a_- --n.�.- - I TO REMAIN AND BE TIED PAVILION AND NEW s.. FIREWATER SUPPLY �. 1 INTO NEW RISER STORAGE SHED FOR FIRE £X1STING S L -J DEPARTMENT FIREWATER FIREWATER 513PPLY ACCESS I //I w EVVIKG 6"J J Z L EXISTING 10" CI ITY REWATER Skip MAIN WATER Z Z � LU w I 1_ Ox = w J Z Z 0- { Q U) W SITE PLAN LEGEND_ NDaa FIRE SPRINKLER SITE PLAN GENERAL NOTES LL 1. FIRE PROTECTION SITE PLAN FOR REFERENCE ONLY. EXISTING LU EXISTING UNDERGROUND PIPE ® SYSTEM RISER 0 2 UNDERGROUND TO 9E FIELD VERIFIED. _ [n NEW UNDERGROUND PIPE SCALE: CONNECT NEW PIPE TO EXISTING PIPE -Dd-YFYFD� BACKFLOW PREVENTER _ FREESTANDING FDC CONNECTION FIRE DEPARTMENT CONNECTION DRY YARD HYDRANT 1 -FP-02- FIRE HYDRANT SCAIE. DRtiAU.-IRA PRfAIECT - - — NO.:2021352 0523-23 PERNITSEr S H E P P H I R D ASSOCIATES ARCHITECTS+ENGINEERS 2656°AGOURA ROAD.SUITE 106 CALABASAS.CA 9102 310-670.9144 intcnhµ,., GENERAL NOTES ; Rk,o A° 1. ATTIC SYSTEM TO REMAIN AS EXISTING. I. 2. EXISTING FIRE SPRINKLER PIPING TO BE REUSED AS MUCH AS � : --- -1_ ,�I�-- - POSSIBLE. �TEIRTj3a ,. ElwfEe firm Rpl�Ralian/:26620 .r_, - • 941-65_2W 33 s ! HAZARD LEGEND LIGHT HAZARD EXERCISE ORDINARY HAZARD GROUP 1 j BROOM /"- 154 TO REMAIN AS EXISTING Jo—Ra4 1_ -��_ ..........l i STATE OF T+ Adantic u• ,,,'�Ss��ui�ENS�,,, i- ach Atlantic Beach Country Club RECEPTION Phase 1 Construction Documents 1600 Selva A4arina Drive CC)LITH Atlantic Beach,Rodda 32233 T�5 REVISION ELF NO. 16 oss�RRrraN CLO El /1-:_ '---- -= LL -- 22-sox co EPEE?EV A'r r AL tbRRIDOR b 9x2329 PSRmss APY TT WC 148 152A W N's ;r; "f Nc'55 I_ RE:TR00709� "i 41 WOMEN'S r[='NESS Cn F Qc TR0Off W RISE 1' �+ Z we CHECK-IN Q J -15'3A 156A Q Z NEW RISER AC LOCATION FOR RESTROOM w O FITNESS AREA _ U) ~Q CHECK-IN o U = LL Co Co - — J Cn U � Z U Q ' N Q W 2 Co a Np4tH HAZARD CLASSIFICATION PLAN 4' 811 -FP-03 r SCALE: 1/4"=1' 0" SCR1E as RrorEo DWWN Bi JRA ........... n ----- n ................ PROJECTNO.:2021-352 0623-23 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,°)LRE 106 CALABASAS,CA 91302 SPECIFICATIONS ELECTRICAL GENERAL NOTES ELECTRICAL LEGEND b 310.670.9144 w01.s@,S"ECDG A TPECm11Ftii0R5H4L1-SHNL-DR.MATENIiS,A4]ESOPUENrIORCgR SUBOTTI-HSFALADON „I HGAERIMTOPAIEUBOARD,LETIERNDICAIESPA 1-SIGNATION NUINBER IIAIG4TES GP¢Ip NUMBER,SIASHNMN51N01LATE NUMBER ITm�'�"ms� Imo'l OF CONDUCTORS N SIZE CONDUIT AS REQUIRED BY NEC.NO SLASH MMKSINDICATES D1251Y11G-1SI B. ALL WOPo(SNNLCWFDN TO F£WIRF.4EM5G11E x.5TI0xA.ELECTN[N CODE PNDAEUCAME mA1E AND LOCAL CWES. T REFER TOTEARCMFCIIFL.REFLECTED CEILING PLAN FGRTNEEXACT LDCATION OF ALLLUMINARIEs srAc»,'Ens.Exra�as C. WORXMXNSHN SHALL BE RR6T QUALITY AND IN ACCORDANCE WIH PEST PRACTICES OF TE TRADE BY SYLLED WNBERs. 2. THE FI NAL ARA NG OF ALL MJ USTABLE LUMINARESSHNL BE AS DIRECTED BY THE AACRDECT �\ CONDOM CONCEILED MOM OBLONGS OR WITHIN WALLS. D LaDAYONS SHOWII AEAPRD%NATE CONTRACTOR SHALL CFJOFDNATE ACTUAL LOCATIONS PATH OMERTMDES. 3. REFER-E RISER GAGRAU FOR FEEDER SEES FOR PANEL-SCOES. __ -` LDNOW LONLENEDWITHIN APB ORBELOW GRAD. /-Y\ E CONTRACTORSHAUL TMx AND PAY FOR AL FEES AND 1ERX11 REWIRED AND SHAL IUPx CFNTIFIGnON OF NSPECRO1 TO WIRER AT THE 4. THEOMFOU REMFROTECTIDN.MI 5EEMDNMSERGCONNECTIONPGMSFORMECHANIGNNVACEOUPIAENTISFGffNSMSPECIFIM LWPOINATE COFs ,DBDFP.- WTHTHEMECHANICAL CONiRACTORNVOMN<ENECESS.WYLHAIIGEEPRIORTON5TK TIDNFIXiA=k EOUIRAENl FlI lSXEDAT NOLOSTTOTHEOWNER. F NLMAIEAASHALLBEnEWADULAOPRDYEDANOLAEaED REFER TO THE MECHANICAL DRAWN GS FOR THE EXACT LOCXBONS OF MECHANICAL EQUIPMENT PMELSOARID 40CYlR OR2WYl12N,3PHAM,IWIREUNIESSNO DD PANELSCHEDULESFORPEOUR NIS. %; TP G DLE55 OMERNVSEMmEDr�WO.R BELOW6Ua0R GR>fi sxuL SE uwluld wR'wGOCONOui OR W[FJ[IEPJOIRCOnWII IBOYEGPA0E 51WL9E 5. ALLRECEPTAMES ATININ SIX(E)FEET OF PLUMBING FIXTURESUN ANY DIRECTION)SHALL BE FRONDED WTM 5 MILLWAP GROUND FAULT IMEAPLIFTERS ONWITTUIISTIION OFRW GLWJ SAB OR mADETO AeoVESAe oRGRADE PROWGNSOELSOwSAMNGD N41E5. 6 THEEOGEOF LIGHT SWITCH WRLLPLATE SHALL BE NOTMORETHANA'-WAY FROM METNA400DDOOR FRAME.THISISTYPICALFORSINGLEORMOLTIPLE WNL g M1IOTLRCONNECTION.NUhBER INDILAIEBHORSEFOWER RATING. I� \ AL COIIONTSIAUSE,JS:DFORCGNECO OMFIXTNE5 MOLOnGERTNAN6FEETI0RF01RCWtECTIDxro VERAnxG EWNNExT SUN AS�DNU OR TRANSFORMERS 00 LUNGER THAN-ETI WHERE INSTALLED OMSDE OR N AREAS SUBJECT TO WATER FRDVIDE UWIDIIGHT FLEXIBLE SXYTCHES I�I� �Fu5E00ISCIXINECT SWITCH QiEMA1 ENCLOSURE UNIE550THERWISENOTE010ESIGNATEDP9 FOLLOWS. Consulting Engineers METAL CGD1Ai 1. CONFIRM i1E MOUNTING HEIGHTS AND GOONDNATE THE LOCATON OF ALL RECEPTACLES,GJILMS.SWITCHES AND OTHER DEDUCES WITH THE ARCHITECTURAL SIE,-USE SEE,C=POLE5.0=Nc_MA LYFE. 4197 11Ieaw11 Hill Rd.,SuH,200 H. UNLESS OTHEMSE NOTED.AL CONDUCTm55HALL BE TYPE THHNRHVM COPPER,SOLID FOR: OR SMALLER,STRANDED PUT I OR AUGER CGNWCTORS ELEVATIONS(FuFArURELAYOUT)FRIORTOROUGHN. Duluth,GA 30096 110 OR SMALLER SINAL HAVE-ORES MSUATION=ACT.MINIMUM NRE SITE TO BE FII AWG AL WIRE SHLLL BE mPFER (fT� NEMA52DRGROUNDINGWFLEXRELEPTAGE MOUNTATIO'ABOVEFINISHEDFLOOR RECEPTACEANDCOVEPRATECOLORPER (P)770.622.2210 (IH-O.D22.2171 I. UBBELL CATNOGA112i Yf122,a122S1221(DRFOInVNENiIWTIHTHEFMOP✓STCOENCE 8. PRONDE FIRERAlEO SEMS OR G11lK FOR NLCIXNOUITPENETTWTIgVSTHRWGN FIRE-RATED WPllSMID CEILINGS.PATINGTOMATCHOREXCFEDIA LFIRE T/ SPEC11-ONS _ _ RATING. PUTES COLOR RHALL n IAACITECT GApp NEMA 5-GROUNDING DUPLEX HECEPT-E.MOUNT AT 42'ABOVE FINISHED FLOOR OR V ABOVE LWMERTOP.RELEPTALAE AIp J X FECEPTACLES TO BE SPEPFICAPON GRAIN. 1]ISV HOSSELL CATA0G IBAD ANDSOF52I2E(CASIX FMI VAIN IERUGIAsnC WN -OF S. THERE SOUL BE NO BALWTDBAW RECEPTA0.E5 IN FIREMTED WALLS OR SECURED WALLS. T! COVERFIATE COLORFEASFECIFICATIXVS. RATES H.IYPE'NC CABLE WILL pE ALLOWEDFORBRMCHCIRGIISWHERECDMPLMELYCDNCEA11:WWNISMDW11HNGENER%AREA5.NLOTHERWRINGSHALLBEIN K WNL BOX DM.EnS SXALL RE LUTRm III OR-PFO LOU—PRDBDE ORIR TYPE TO YARN HE TYPE OF LOAD BE IQ CIMGRIXLED METH COMMIT, MMAS2SRGR0MNDINGW EXRECEPTACLE WTMSmA INTEGRNGROUNO FMLT SENSNGDENCE.MOUMAT IB'MOVE FINISHED FLOOR. BOX 0CCUPANCY SNUOR5 SOUL BE WATCTONPER 2wA-100 WAL MCHAMOGY SENSORS DRAFFROKD EOUNASEM SET TNER TO ISONOTES UNLESS 11. PROVOEG D CONDUCTOR IN NL BRANCH CIRCUIT CONDINTS WITH EQUIPMENT GROUND CONDUCTOR SEEOPERNECARTIClE 250. L pTHFRN6E Np1E. ® 1ASOEcCUNTEMING WPtE%RECETACLE WTM5mAINTEG.RN GRWMFAULT SENSINGOEWCE.MWMM12 ABl1VE FINISHED ROOK OR N. CGWGMOINIEDOCCLPANCY SExsORs sxNL lEwAiTMmPFR m-300 DUILTEI]NSWYSENmR3.PROYDE WNUFACTlNER5 SUCGESEO POWERPAIX 12.WHERE CONDUCTOR SEES ARE NOT BROWN ON IXUWiWGS,BRANCH CIRCUIT CONpUCTOR3 SHALL NOT BE SMALURTHM N0.12 AM"BE BRANCH CIRCUS YP 6'ABO'vE OWN1ERTOP. BASEDUP]N'LOAOSRENGSER'JENINOTIEMNREROFOLWPANCY sENsORs cdvIECEOTa FAIN POwERPAIX SMTMERro15AIYJTESONlE53 CON OUCTONFUJ ROM THE SOURCE(PANEL)TDTHELASTLEVICE ONTHE CIRCUIT EXCEEDS 100 FEET IN LENGTH.7RE CONDUCTORS SHALL BE NO IS MINIMUM FOR OTHDRNSE NOTED. THE ENTIRE CIRCUIT.FOR RUNS OMR 200 FEET IN LENGTH,THE CONDUCTOR SHALL BE NO B MINIMUM FOR THE ENTIRE CIRCUIT LENGTX THE ABOVE APPLES TO 12C qp (2)NEWA2ORGRGIFAINGWPLEXFECEPTACLEW 5mANTEGRNGROLMBFMRTSENSINGDEVM MWMAT42MGMFINISHEOFLOOR VGTCIRCULEMLY, SP GR6'AHOVECWNIERiOP. 1 11 POSED TO 7E XCATHIM AND MERE SFECROALLY INDGTED SHALL BE FORASED WON A WEATNEFPROOF OEWCE PLA E.WEATPEPPRmFPECEPTACLES wEREDEtm.-PRIOR L.-IONS 13. NOSUBSTINTONSFERMTITED,UNLESSIFAWROVEDBYGIPCONSULTINGENGNEERSINWWTNG102USNESSOAYMMMBIDDAIE Q �plEgyp�jIGHRIIDUMi�INrySWFATXEDUPLEX�PPP00FCRATING WH H W)RUG 51N5ERTEDD.FMOUNT 'PBOIEFIMSIAULT SENSING CINCE ODFOOF.DE STANDARD CLEAR 0 UG G FUTME5 AND NAPE TO BE FLRNSIED AND NSTALED AS INDPATED ON TK UGNTNG FIXTURE SNEOME 11. NOTUSED, P NscOMIFm DUTCES 6HAJI BEHFAVY DUTYTYPEFRlAA 11m NOmRxENA GR FOR CUTMOR UM1LESS IroICATED OTIER'MSE RECEPTACLES GRQRIDRSRATE ELEPTAf1ESVATIO'1ASImS 2GANGCAVERPLATE MOUND ATiO'ABOVE FINISIEO FLOOR - 15. THE DEPiHOFTHE WORDNGSPACE INIHEGRECIION OFLIVE PNiTSSHALL BE IN ACCOFDMG WIH GSTMV35PECIFIEOIN NEC201TPRTIGE 11026. TT RECEPTACLES MOCOMERFLAIECALORS PER SPEGFIGTIONS NLELLCIRCNFOUF'NEM AM]6YSIENSSHNL PElES1FD A'DADASEOEOR•FrESe-ATNArp.OUNNEIEONiUNG6YSIEM9INLSEFPFEOFSNORi _ E CIRCUITS 16 EXCSAVE TEMPERATURE,GPSSDFVMES-ORS LICLIDD..OR OTHER HARMFUL AGEMSBE LOCATED IN AREAS SIIBJ'eCTTO DETERIORATION OUETO M015iURE, W RE�FTACE AND LOINVTlBLLATE COLOR PER S'ECCIFIC.TION5BYWN151HTQI.MONiTAT1B•AROVE FINISHED BOOR `T3Si,�ASYCen�r R GFG RECEPTACLES SxNL NOT BE CONID-D BEHAW EOUPNFM SLOT A5 DFMpNG FWMANS.-DNG NNHIND5,OR NHYLPE EWIN.FNT. TBFNNATIWSM1UGsiEINIH4.RLOCKS,MG)NcwGDOREUE0.4.DISCDNEm SMrtCHE3.U@rtMG mMP.cTIXLHEIAYs.PAV9B00.i0S,ilf 9WROES. 1T.SWRCHBOMD(11 AND PANELBOAROSS BE IAAAItEO 11 INDICATE W�1 THE POWER SUPPLY SOURCE IS LOCATED. p, SPECIAL RECEPTACLE,HEM1l463CR UNLESS NOTED OTHERWISE MOUNT M REOMHED FOR APPLIANCE.RECEPTACLE AND A~~V1 CEjv Ay'�� 5 ID SNAL.BE RATED F0Ri5DECREES C NTENPEMNRE IFTENJW.TIONS N EWwMENT'IN ASD]IPLMFAR',BAYER HEATERS,NR mNDIDONNNG LOIEPINATE COLGtPERSFECNICApON3. - ![, No.85 UNITSOETC.LAE RAlE0 FOR6000IEY.itRNC0.'m'JCTORS MUSTSEm+uTE0Am u5EDNCDWVMCEWMTABIE]IN6OF NRIEMNECANOSSm PER 18. INDLVJWNAINGOE-POLEBHERNERE VAIHIOENTFIMHMGETE3,SHALLBENSTNLEDASTHEfflDMTIONFORECHUNGROUNDEDWNWCmDFMULTLWIRE 6 DEG ESCCOLON BIUNCHCIRCUITS THAT SERVE ONLY 5INGLE4PHASE LINE TO NEUTRAL LOACS. ® HEMAS2SRGROUNDINGDUPLEXRECEPTACLECEUR-OUSTED PECEPTACLEANDCOVERR COWRSPFGFICATIONS. ` *E _ 19. GROUNDEDCONWCL) EINRALSXALLBEP-11)DATTHESW LOCATDNFORSWRCHE CLG LINGLIGHTINGLWSSUPPUEDBYA.GRWNOED GENENALPUROSECIRCUIT. TVPECEPTAQ_ CAT6CABLINGAMJCOAXINCA NGTOMMQU MATECABDVEFNISHEDROOKPRO MCONDUITFROM ANGLEGANG $TAiEOF JUNCTION BOX TO 17 MOM CEILING,PROWDE SAL'CUNOUIT FROM MOF ROGA TO FACEPLATE SHOWN CWRDINATE EXALT LOCATION N FIELD OAA nG=C` 20. GROUND FAULT PROTECTION FOR-CES SHALL BE READILY ACCESSIBLE. WITH ARCHITECT AND FURNITURE TRYOUT. LORl9 ;� IfHFPHONE WREi.RRONOEJUNCTWBOXATIB'AFF.PROVO CONWITFROMTE NOMBALKB.AGNTDWOG MSHOWN'MTH /�6(ON'A Q�B 21. AREOEPTACLESULLBELOCAIE HINSPQOFT ELECTRIMSERVICEE UIPIAENT, FACEPLATE. 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AC NTERNATINGCURRENT NAP FIRE-AVNUNCNTOR PANEL PB INIMAINT _ j FLOOR MOUNTED JUNCTION BOX AS INDICATED ON PVN.SEED AS EMBED FOR CONDUITS AND FILL AF AMPERE FRAME GAP GEMRATOR ANNUNCIATOR PANEL PH PI1lTEAdintic AFF 'ABOVE FINISHED FLOOR GND GROUM� PNL Beach AFG PHOVE FIN151ED GRAVE RC GIRI GID CONDUIT PVC ®® 2XXLUMINARE,TYPEASMSIGNATEDONPWV.REFERTOWMINAPESLHEOUIE.HALFSHADEDESGNATESEIAERGENCY AC INTERRUPTING CAPACISY HID HIGH INTENSITY DISCHARGE RED FIXTURE. AT AMPEIETRIP HEIGHT RGS Got. `-T 1 1XLLUMINARE,TYPEASSE51GNATEDON".REFFRTOLUMINNRESLHMUMHAJFSHMEDESIGNATESEMERGENCY JB AWG AMERICAN WIRE HUGE iYP ® ® FIXiIIRE. BKR BREAKER NA IJ(BUA EGX A U IrJs Atlantic Beach CountClub C LONDUIT.CGV000TOR KCMIL TMDURNVDGRCULARMILS UG 2X UJMBNNRETYPEASUESGNA.TEDONFAN.REFptTOWMINNRE5CHEIGULE.HALFSIADEDESIGNATESEMERGENCY Phase 1 CM CIRCUIT KVA ItRo1OLT-NAPEPES ONO FI%RIRE COPPER LED LIGHT EMITTING SE V RW iB CDnstruclion Documents m D 05DSATmrDYY'ER L UGIRs wA -I1600 Selva Manna Drive DA DIAMETER MLB MAIN BREPHER l0 WALLMOlN1EDWMINMRE.TYFEINOCATED.BEFERTOLIJMINNPESCHEWLE. E ESSE HIAL POVAER MIN MINIIJUM %FMRAND�Ej Atlantic Beach,Flonda 32233 EX EtEG ELELTRIGELELifBGN ADS M1IAIX WG ONLY 6 EXP PLOSOIPRMG OOF NTNG 0 Q RECESSEDCM INN LUMRE.TYPE IFdC/Tf0 REFERTOLUMNAIPE SCHEWIF.HNFSNPDEOESIGNATEBEMERGENCY FIXTURE. FA FIPEAUJ+M NIFUT NEUTRAL I REVISION STRIPLIL FGIUPE,TYPEASOESGNATEDONFLM.MFMTOLIGYTFGRJRE5CHEDLhE.HALFSHAD S:GNATES NO. DATE DESCRIPTION 0 o EMERGENCY FIXRIPE 1 12-0222 DPRICING - 2 02-10. D 23 OD PRICING LIGHT FIXTURE SCHEDULE A C7 PPAMNGIAR APGELIGMFI%NRE, PE AS DESIGNATED ON PLM PEFERTO UGH FI U SC)EDU E. 3 0130.23 "'Cp O123H23 PERM,SET ® EXRSIGN,7YPEASDESIGNATEDGIP1.AN.PROV,DENUMBEROFFACESANDCHEVRDNSASINDILATEDMN .MFERTO B.- BFARDP_`R AOGHUPER INPSLwAnAGE WINE n N 5 LUMINARESCNEOULE. A ix DxFHs RNTROFFw W,A = COLT 1m 1m CESSE 01'm Nmotr.ONUNG. UGI'SINU'CATES 2-E,4INDICATES-,I-NGGTES4WAY,II-NOICATES MOTOR. 1MBIsmmEumcExty --APST BOOSOCSHwFAGFTOv&TECO Nm tOC VACANCY SW ITCH.MME OVFRLONDS STEED FOR RS ASSOCIATED MOTDR I LEDOAY¢ID.STNP UTAGVRXT,AE 'll D Lm 0. _.O CEILING,VENOANT MOUNTED DUAL TEG[VACANCY SENSOR. EsaRmvcreAifEm.pmc aL -A US 12m SURFACE at FOERG-BAT'FAY ® DAYLIGHTHARVESTNGLIGHTSENSOR S .L'sEOCAN,]IMIU.ENS ARA AS,DUES O LIGHTING CONTROL PANEL SEE SPECIFICATUNS FOR BASIS OF DESIGN. GBHOr BDTERVPAGI h'rH RF.XxrwG D LED ,20. tF xELOROFN_l PATmYPAIX E uAFW LMTFot PARI ANN TCO PAJEL D rf.55cOttN.]NUVMEn6 RE AfeBwG LEO tamASIDAR. 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PNUS MRMNGUNR�B 20BIJ 11561 Y�ISYF,29 382Bd1kfiG IN 1-1RC PROVDHDWRHEOJI%AENT - mroxr rrr.vwuR A s uuartms-zxanzxu 1A HPd XEATDPUMP-B 2060 t69j TS3B.IB,42 3P98tA6GNt'C FROYITIED WRH EOUIPfAEHi .EEIS ELEGTFUCST HEATER 20Mt tx0 3.0 114 TS37.19 U-112—C PRMOTTOR RHEWIFMENT -- EFF ENHAUST FA4�6 12701 iSIB NI2dth12811lCC MOTORRATEO SWITCH I _ EFT E—ST-7 12dt 1110 iS1B 2F128 1'812170 1R'L MOTgt RATED SWITCH /r-/•�� MDP(EXISTING) TS RELOCATED) 1_ B Consulting Engineers A 419,PI—T HBI Rd.,Sadie 200 Duluch,GA 30096 (P)770.622.2270 11'1770.622.2271 SBCfIIXR 0.A s vNR.tx L I WMLASSEMBL INEIO NERIREAATEDINPE WAILB U3DONDWMSERESBkLS DLBECONSTRUCTE0IN s pAtt u THE UL FIRE IR RESISTANCE ORSPECIFIED CLUDE THE FO 30008 CONSTRNCTIONF ATU PARTRION OEBGNS IN ..x THE ULFIRERESISTPNCEDII GMAYYANDWDFECM THESTUDS GCONSTRUCTION FEATURES: P.S CONS WALL FRAMINGMAYLUMER OFEITHERWOODSTUDS T STEELMMINELRIN W000 SPACED CONSISTOFNOMTEEL N.WMBERSPADED16 ED STEEL STINGBBEMIN2-1!A rN.WOFPNDSPgCEOMM k rs{ N IN.OL.WHEN STEEL SNDS PAE USEDPNOIHE DIMA OF OPENING E%CFEDSME WATH OF STUD V.VIIY,THE 71. OPENING SHP11 BE FRMED ONALL BOSS USING LENGTHS OF STEEL STRIOINSTAUFD BETH<EN THE SND GA\ .THEOPENINGSHLLLBEFRAMEDWN SIDESUSINGLENGTHSOFSTEELSNDINSTPLLED BETWEEN THE VENDLPL STUDSAND SCREW-ATTACHEDTOTHE STEEL STUDS AT MCHEND.THE FRAMED OPENING IN THE r WALLSHALLBE4TO6M.WIDE1AN04T061N,HIGIERTHMNEDIVAOFTHEPENET NGREMSUCNTHAT. 4YHEN THE PEN_T+ATING REM IS INSTALLED M THE OPENING,Al TO 3 M.CEEARM4CE ISPRESENTRETNFEN THE PENc TING ITEMMDDREFR IND ONMLFWR51DES. B.GYPSUMBOARD'-SPIN.TMCR4FTWIDEw SQUMREORTPPEREDEDGES.THEGYPSUMBOPRDTYPE Fsrtassl THICNNEW NUM M OFIAYERS,FASTENERTYPE AND SHEETORPNTATIIXR SHML BE ASSPECPIED INTHE INDINDUALUSWWLWOOSENESM51GNINTH RRERESISTANCEDIPECTORY.MAYDIAMWOPENINGIS 32-170IN-FORSTEELRNDWPIIS.M DIPMOFWENINGIS141RIN.FMW000SNDWALSTHEFPATINGOF s zra.t THE FPESTOPSYSIEM IS EOUALTOTHE FIRE RATRIG OFTHE WALL ASSEMBLY. I 2 THRWGHPENETRANTS-IXEMZPILIC%PE,CONDURORNEINGTOBEINSTPLLf➢ ERCOiC ICMLYDR w�rzwtzxLnF,.r - ECCENDRICALLY WITHINTNEFIKOWSYSTEM.THEPNNULARSPACESHALLBEMINOW.TOMA% IF4IN.PIPEMAYRE INSTAOEDWITH CONTNUOUSFOINTCONTACi PPE,COWUITORTUBINGMAYBEINST EDATANANGLENOTGREATER 1 Pnx_sN ;;A�Vt CHNSP THPN450EGREES FROM PFRPENDICULPR PIPE,CONDOR ORTLBINGTO BE RIGIDLY SUPPORIEOON 6070 SDES OF WPLL CC ASSEMBLY.THEFIXL NGtt ESANDSRESOFME ICPIPS ONDUIT M0 WNGMAYMUSM: �7 No.85 STEEL PIPE-NIXA301N DIAM TOR SMRLLEflJ SCHEDULE 10108 HEANERj STEEL PIPE. = l B.IRONPPE-NDUMIN.DIAMRORSMA_.ERICASTOnOLCTIIEIROIHPIPE. .mar su D5.1 4 xaxEDx+lana wamr ]n ns A it C.CONWR-NOM 4 IN DIPM(OR SM N)STEEL EIEGTMCLL MET—RISING OR 6 IN.DIM STEEL CONWR. rAwaaadairta x -� aY- D.COMERTUBING-NOMEIN.DIAMIORSMPLLERITYPELIORHEAWERICOPPERNBING. x ^ t} _STALE OF q� ECOPPER PPE-NOM 6IN DIEM(O1R SMMLEN)REGUTAR(OR HEANER)COPPERPIPE. wmm¢+axC4 ' m 3FA 1)O RCAVIIY6L41ERIAL'-SE T-MINSPP.THIC ESSOFFRLMATERIMPPPLIEDWRHINT MMILUS, ' Fd,S FLUS4 WNH ROTN SURFACES OF WALL AT THE POIM OR CIXIRNUWSCONTAGTLOCATIDfI58ETWEENPIPEANO WAll.q xiA TONAL 8 \\ MIN Irz IN.Dlq BEADOFFRLMATE3II4LSHA BEPF%UEDATTHE%PEWML(NIERFAGETINBOTHSURFA SE WALL. IIILL TYPICAL CONDUIT PENETRATION P(RELOCATED) THROUGH FIRE-RATED WALL E0f0 SCMENOTTOSCALE FAB=FIRE MMM SYSTEM Av.13nuc Beach CAN=CASLEN SYSTEM ENGASERELEPTAo_E NCTONBO%ON—TIDES PECEFTACIE O' OO WINUL LISTED FIREFATEO FURY PACT(-.TY%CAt OR llRAO TPBA RE EPTA ES IN 0E NGTF Atlantic Beach Country Club RATED WALLS THAT M+E LESSTHPN 21'IXJ CENTER BOTH NEUTRAL AND PHASE EE THEFOLLOWING nuv� CONDUCTOR SIWL SE USE ABIACN MARNERIN COLOR CODE. Phase 1 Ir INSTP EOASSHOYMDO NOT USE DEW-------ED NIS SPACETOIOEMIFY BIALN-1202UBV THROUGH TO DTHER OWDE$ TO GROUND NEONE THAT PPPLIES: LA-1 pEp.FIPE ALARM SYSTEM rLmBlx�fa Construction Documents 3UNCRON Rox Luc ory Bax GREEN-CABLEN SYSTEM 1600 Selva Manna Drive-PPNELBOA CPCUT% BLUE-RDERCIXd SYSTEM Ag1600 Beach,Florida32733 LEss> RECEPTACLE .FAS 26•M �— C-- .CPN NEUTRAL OR PHASECp1DUCTCAL O © REVISION NO. DATE DESCRIPTION saFSRn>u-PA t2-0212 SO PRICING 2 02.10.23 DD PRICING BACK-TO-BACK RECEPTACLES TYPICAL MULTI-WIRE BRANCH ra 3 da»23 sG%cD r'z IN FIRE RATED WALL '�I CIRCUIT RECEPTACLE DETAIL JUNCTION BOX 4 D 2120 PERMR SET •E` scMenm TosLLLE �E scMexorio SLATE COVER PLATEDETAIL wx]a,mN c 1 m EOIB scME:NoiioscME ONE—LINE KEYED NOTES ONE—LINE GENERAL NOTES (THIS RISER DIAGRAM ONLY) (THIS RISER DIAGRAM ONLY) Ti(EXISTING :6111 IO--I EMSTNGPPNFL6oP00 TOPflNvn. A WHEREMEW NEMSTNG NRACNRERMSOONNCRANnONGPANEIBWAo4,NEYI BiENNR4 Ifw IJ EMSTNGPANEIBOA©TOBE RELOCATEDFEFERTOELECIWWOENUImMANDnEw 0 4RE TOMATO flmd WORX RPNSFW MPDOnu INFOBNTM. OU�itt LOMB WLLROr DVFRGM EiECTPo 1 I lOROxs rcuaarlcn ❑j PR Fdx0E5MSAR—ING CDNCERNS OASERM�.xDBFTTRm EnJMER OF RECOPDawIFW1ELYwR1ANY� romfuorta Fowraorts ILIDNM,My aRE�R3 LLN TON InGIaANGFADRr�RM . .. J �` K2M o " NEWINENEW 9MOL. dRST. PNEtttT AN xEWF D HEAT FOTa IPa W BRFMD:R SHLLI HATCH FASrN G NaMIiA.R.FffR AYO NC MirNG. D PR OE IRIxW aOAF[III-:B EDR.R4n PG.TO DIT W E NGCWR LI HR wmru z omua s POLITEHONERLWs TINdIGHE%SE lLIGXIMGCtl ENSERI=ETRIMW'P W D BREFnERa i0 FEED NEW SRE ICEW'ATER OI.V EN6ERS.REFER i0 DE cTMCu SITE F eYIIM WYn2(Y s 0.701 FORMOIDWMIHFOPNAIICN. fWmucM9 aco.MTua1N ``/^Y aOW s —REMl 20AVPCR SREMBISNP NTOSERLENEWBM 0P�MTION, s1amFUatts VCJ CE OM O PR j1H WFBNIPGR.NGfiq N P L O SERVENWLVLMm9— s 4cn C 2UBxW6f GHLNG. FERTOBLECmltM 411E%ANFORPDDRCNA nFOW.s>TOn rr�VV NBwNIxxsEmn �° Fa0W0E RIxWxoAIvaulne�N�Rs WLR uWllrs. n ROUTE HONERIRR NROUGxPADLu coxIPGL PArffA FEFEHio NEW aaMlucna V OR MdNONN IKORNADOM. I� LMNDR,.] BR NAY W-14TILALa"° poll�I.PYNRG Q a PA^FL PMEL FµEL Fuo H rrrA¢rmv ON MOP 20BY 70`0 Eon40 iuM SAel�O MEL xEwEwwavra wMlsr m ns t0 m 2M Iaamy Wr MYRRV - Mm<N PANEL 4 '— p 2>MIW 4 g1 jp Ti1O O mAO ]p9Yllm M830Y R, '11WNC 2 •..y 2O 2�OW 2m W 11T- -------- STFLOOR-------- ------ ----------- I { __ __- I I Digitally signed -------------------------------------- ------------ -----------------------------------J I- William by William Gaddy ------------J Gaddy D6:4658�0400'Z B a �s 1EXISTING ELECTRICAL RISER DIAGRAM-PHASE 1 E0.10 SCPIE:NOTTOSCALE O E�w O SCALE: ORAWNBY:AIS PROJECT NO.:2022.352 /oQ DCOWAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS 4 ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 �310.fi70.9144 wil.s�shepae.com 100 0' I , ►EJt � Consulting Engineers = > O •O 419;PIFAam Hal Rd..SWLe 200 Dulmh,GA 30096 0. 1 Ip)770.622.2270 (6770.622.2271 ` m 0 O 10 O ° O Y _-6Jf_--__AW--_ O ° fV_ -- ®I----- _'_'___ .�,MVtCHfy Fl sem• O O O Q pl -0 l � N� William Digitally signed _ NDB S`0 Q Bfd'- ° IN I\I by William Gaddy _ ll s O O ° `]h"I Ll Ly ® L`J" Gaddy Date:2023.05.22 c m I 16:47:11-04'00' o srwra or IO O O O O CL & OO O •Y 420H _—____—___ IN w1 F 6�AA•A -0 - ° n rr O p0 I�ln i Aflanric Beach Atlantic Beach Country Club Phase 1 Construction Documents 160D Selva Manna Drive Atlantic Beach,Flonda 32233 1 FITNESS CENTER ELECTRICAL DEMOLITION PLAN-LEVEL 1-PHASE 1 -E7. ve-=1'-Ir REVISION NO. DATE DESCRIPTION t2-0222 SO PRICING 2 02.10.23 DD PRICING 0-23 90A CD 4 012123 PERMIT SET GENERAL DEMOLITION NOTES SHEET KEYNOTES O A. CONTRACTORSHAL1. CO ORDINATE DEMOLITION SCHEDULE OFALL DATA ANDSECURRY SYSTEMS IN THIS ROOM PRIOR TO WORK. B. GN HIS PLINA!EEXISTINT.OEVICES AND ASSOCIATED CIRCURINGNOT SHOWN ON THIS PLAN ARE EXISTING TO REMAIN. 2. DISCONNECT EXISRNGSAND EXTEND FEEDS AN BRANCH READY HCIRCU ON RELOCATION.SPLICEEPED+REE TO ELECTRICAL TRICAL NE LINE NDNE ITS To C.ALL REUSED.REFER DEVICES SHOWNAIN FOR PLAN ARELI RELOCAT AND NEW LOCATION ASDITIONLIFERTATION.RICAL ONE LINEANDNEW REUSED.REFERTO NEW WORKPLAN FOR ADDITIONAL INFORMATION. WORK PLAN FOR ADDITIONAL INFORMATION. D.EQUIFMENTAND DEVICES SHOWN DNTHIS PLAN ARE TO BE DEMOL15HED UNLESS 3. DISCDNNECTANDREMOVEEXISTINGARHANDLINGUNITANDASSOCIATED J NOTEDOTHERWISE.E%ISTINGRE—TACLESANDLOW VOLTAGEDEVICESNDTED CIRCUITING BACK TO ITS POWER SOURCE. < TO BE DEMOLISHED MAY BE REUSED IF IN GOOD CONDITION. Ll 4. DIR-TINCTAND CK O REMOVEEXISTINGHEAT PUMP AND ASSOCIATED U E. DA SIPMENTLSARE TOBEDEMOLISHED.COORDINATE W-ANY EXSTINGELECTRICAL CIRCUITINGSACKTO IPS POWER SOURCE EOUIFMOREM LFIDNOT SHOWN D TMSPLAN WITHPMENT.CT AND ENGINEE0. PRIOR TO DEMOLITION OF WALL AND ELECTRICAL EQUIPMENT. 5. RECEP NE LES. ASTING EVICES ANDEQ EQUIPMENT AN MAK READY FOR IATED L RECEPTACLES,DEVICES AND EQUIPMENT AND MDDITI. DINT L r F. ELEVATIONS, WALL CUTRALND CEIING FOR TYPES,ADDITIONAL INFORMATION INCLUDING RELOCATION.REFER TO NEW WORK PLAN FOR ADDITIONAL INFORMATION. /1 ELEVATIONS,WALLTYPES AND CEIING TYPES. lJ J 6. DISCONNECT EXIST REFER TORECEPTACLE-NEWWOW AND MAKE READY RMOft I I G.REWORK CIRCUITS AS NEEDED TO MAINTAIN CONTINUITY OF EXISTING DEVICES 70 RELOCgTION,REFER TO NEW WORK PLAN FOR ADDITIONAL INFORMATION. J REMAIN. '. D SCONNE CT EXISTING PANFILBOARD'P'AND MAKE READY FOR 1 Uj H. DIS GONNEGTAND REMOVE ALL-STING LIGHT FIXTURESOTHERWISE. RE ON THIS RELOCATION.SPLICE.REFER o FEEDER MILAN FOR ADDITICIRCUIONAL NEW N INCLNUDE EXISTINGCONTROLSUNLESSNOTEDSSNOTTING.ERWISE.REWORK GEXISTING LOCATIONION. EOREFER TO NEW WORN PLAN FOR AOOITIONAL Of Uj I ASNEEDEDTOVRBMAINANDSSREU E.TO POWER TOREMAN.EXISTING INFORMATION. HOMERUNS MAY REMAN AND N REUSED TO POWERNEW LIGHTS WHERE APPTO NEW WLORKE. PPLAN FOR ADCE AND ortlorvuINFORMATION.OCATION AS NEEDED.REFER S. TO MAINTAIN CONTINUITY OIS GNNECT AND REMOVE F EXISTING DCEILING EVICES TO REMAIN.CIRCURING Z Z Q I. ALL FASTING EXTERIOR WALL PACKS ANDCONTROLS ARETO REMAIN. S. DISCONNECT EXTEND NGCEILINGFAN NEW MAKE READY NEEDED.REFER w J NEW WOW EXTENOR ADDITIONAL L I N OR LOCATION AS NEEDED.REFER TO ^ NEW WORK PLAN FOR ADOTPIONAL INFOMATION. U) LL TC 16 ASSOCIATED EXSTING I FIAN CONTROLS REFERNG FANT. ATO NEW WOW PLAN FOR ADDITIONAL INFORMATION. Cf)LQ 11.DISCONNECT AND REMOVE EXISTING BATHROOM EXHAUST FAN AND ' r ASSOCIATED CIRCUITING BACK TO IPS POWER SOURCE. L 12,DISCONNECT EXISTING LIGHTING CONTROL PANEL AND MACE READY F OR O RELOCATION.SPLICE AND EXTEND BRANCH CIRCUITS TO NEW LOCARON AS NEEDED.REFER TO NEW WORK PLAN FOR ADDTPIONAL INFORMATION. C T W T Q co W a a >i 1 -E1 .0 SCALE:1a=1 DRAWN BY:AIS PROJECT NO.:2022-352 a /1r1rJ4/1DQ DCQAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 d 310.670.9144 .,1IS@,Ih.p-.-mn --r-p Consulting Engineers 4197 PleaetRt Hill Rd.,$ude 200 I"""G.4 311096 fp1770.621.2270 fl 1770.622.2271 REry O r TS21 Q 11111! UP 6 �tiPM S. �3 __ 1Y =M"L]J a 14ArvDORnPY j Digitally signed 6y Ts --- -- �—_ 0 William William Gaddy ❑4 a ❑3{ CORRIDOR. Date:2023.05 22 2 -Es 10 Gaddy 0' . . ' `'AAS,Fs ] ZrOATREO1P) yt:= .O MDP TS-15 F-___ Zi620Jip; 6t�5`A ._ 'FF11 It1T I 15 rv. c TS-14 ❑ s TS-t3 TS-12 11 -_ TS-] }0 - WOMEN5F 7rvE45 I TS-15' � -yi 2RE 6 h TS-16 EF S CU �e ® _ I -� Beach AHD 1m19 01.1/ ^ 0 Atlantic Beach Country Club Phase 1 Construction Documents sac ( �FITNESS CENTER POWER PLAN-LEVEL 1-PHASE 1 1600 9Marina Drive E2 Ire--rB- Atlantic each,Fodda 32233 REVISION NO. DATE DESCRIPTION 1 .12-022ZI SO PRICING EE 20110.23 ODPRICING 3 0330.23 90�GD OS13-23 PERMITBET GENERAL NOTES SHEET KEYNOTES Z A CONDUIT SHOWN OUTSIDE OF THE BUILDING FOR CLARITY ONLY.ALL CONDUITS 1. NEW LOLATIONFOREXISTINGPANEWB DTS. UCEANDE END SHALL REMAIN WITHIN THE WNL OR BUILDING. FEEDER AND BRANCH CIRCUITS TO NEW LOCATION AS NEEDED.PROVIDE NEW 90-P CIRCUIT BREAKER IN PANEL TO FEED NEW HEAT PUMP HF L B. BRANCH CIRCUITS SHALL HAVE THE SAME SIZE CONDUCTORS FOR THE ENTIRE NEW BREAKER TO MATCH EXISTING MANUFACTURER AND AIC RATING. LENGTH OF THE CIRCUIT, REFER TO PANEL SCHEDULE,ELECTRICAL ONE-LINE AND ELECTRICAL DCMOLM-PLAN FOR ADDITIONAL INFORMATION, C.ALL ELECTRICAL EOUIPMENT,DEVICES AND ASSOCIATED CIRCUITING NOT SHOWN ON THIS PLAN ARE EXISTING TO REMAIN_ 2, NEW LOCATION FOR EXISTING TELECOMMUNICATION BACKBOARD, ASSOCIATED RECEPTACLES,DEVICES AND EQUIPMENT.REFER TO D.REWORKCIRCURBASNEEOED TO MAINTAIN CONTINUITY OFFXIS`-G DEVICES TO ELECTRICAL DEMOLITION PLAN FOR ADDITIONAL INFORMATION. REMAIN. 3. RELOCATEDTELEVISION DEVICES,COORDINATE EXACT HEIGHT AND Q E. COORDINATE CORD S PLUG REOU-MENTS WITH PURCHASED EQUIPMENT PRIOR LOCATION WITH INTERIOR ELEVATIONS PRIOR TO WORK.CIRCUIT J TO WORK RECEPTACLE AS SHOWN ON THIS PLAN. F. COORDINATEFINNL CATIONANDMOUNTINGHEIGHTSOFTELEVISIONS, 4. PROVIDE NEW I7SAGP CIRCUIT BREAKER IN EXISTING DISTRIBUTION PANEL LL EQUIPMENT,RECEPTACLES WITH INTERIOR ELEVATIONS AND MILLWORK PROVIDER MDP'.NEW BREAKER TO FEED NEW FITNESS AIR HANDLING UNIT AND 8, PRIORTO WORK. NEW BREAKER TO MATCH EXISTING MANUFACTURER AND AIC RATING. REFER TO PANEL SCHEDULE AND MECHANICAL EQUIPMENT CONNECTION G.CO ORDINATE WITH THE MECHANICAL DRAWINGS AND THE MECHANICAL SCHEDULE FOR ADDITIONAL CIRCUITING INFORMATION. CONTRACTOR FOR THE EXACT LOCATION AND REOUIREMENTS OF ALL MECHANICAL EOUI PMENT PRIOR TO WORK. 5. PRO IDEA FIRE HARM DUCT EMDKE DETECTORFORMECHANICAL O EQUIPMEW.MECHANICAL CONTRAUCTWORK CONTRACTOR TO INSTALL N D H_REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET ED.ID FOR ELEGTRICALCORTRACTOR TO CONNECT DETECTOR TO FIREALARM ELECTRICAL REQUIREMENTS. SYSTEM. I�y/ I. EXISTING BREAKERS SERVING CIRCUITS COMPLETELY DEMOUSHED MAY BE 6 NEW LOCATION FOR EXISTING PANELBOARD'P.SPLICE AND EXTEND li REUSED TO SERVE NEW CIRCURS. FEEDER AND BRANCH CIRCUITS TO NEW LOCATION AS NEEDED.REFER TO W PANEL SCHEDULES FOR ADDITIONAL INFORMATION. L� J ELECALLFIRE&-DELAR DEVICES SLAM FOR ADDITIONAL INF RMATIONED.REFER TO I- ELELTFJLNOEMOLITIONPLANFORPDDITIONALINFORMATION. ]. NEW LOCATION CHCFOR CU7STONE LOCATIWRSNEEDESPLICEPND Z W EMEND BRANCH CIRCURS TO NEW LOCATION AS NEEDED. Uj B. PR01IDEL21NE120A/1P CIRCUITBRENIERSINPANELP'TOPOWERNEW U POOL CABANA LIGHTS.ROUTE HOMETRUN THROUGH LIGHTING CONTROL W PANEL NEW POOL CABANA LIGHTS ARE TO OPERATE WITH EXISTING POOL U)J n LIGHTS.REFERTO ELECTRICALSITE PLAN AND ARCHITECTURAL PLANS �/-I FOR ADDITIONAL INFORMATION, vJ w Z I- 1 4 T U) _ a 1 -E2.0 SCALE:un=r-rr DRAWN 9Y:AJS c PROJECT NO.:2072-352 n910 10`3 DCDAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560A000RA ROAD,SUITE 106 CALABASAS,CA 91302 J 310.670.9144 wilA&hep-.-- ` Crs 419-1 A^nA—Hill g Rn gwt,200 30096GENERAL NOTES SHEET KEYNOTES: ED D.'227 G.A)7,0. -- IPI T;a ez.uTo rn rlu.62z._>2;1 A BRANCH CIRCUITS SHALL HAVE THE SAME SEE CONDUCTORS FOR THE 1. RELOCATED CEILING FAN.SPLICE AND EXTEND CIRCURINGTO NEW ENTIRE LENGTH OF THE CIRCUIT. LOCATION AS NEEDED. C C 'C �C.'} B. FXTT SIGNS ANDIOR FD;TURES WITH AN EMERGENCY BATTERY SHALL BE CONNECTED AHEAD OF LIGHTING SWITCHES.DO NOT SWITCH EXIT SIGNS ANDIOR EMERGENCY FIXTURES. C G C GE C C.FIXTURES WITH EMERGENCY BATTERY BALLASTS SHALL HAVE ONE CONS`r M HOT CONDUCTOR CONNECTED AHEAD OF THE LIGHTING SWITCH. FIXTURE TO BE SWITCHED WITH THE OTHER FIXTURES ON THE SWITCH. D.PEROVIDEMAN FACTURERSOW WIRING INSMUCTI PER LED FIXTURES WITH 0.10V DIMMING C C C C PER MANUFACTURER'S INSTRUCTIONS, 1 E. REWORK CIRCUITING AS NEEDED TO MAINTAIN CONTINUITY OF EXISTING FIXTURES TO REMAIN. $I j 111111 - - William Digitallysigned ��wt°BNs4, _ A AE A by William Gaddy 85 x, ,�J._ DE �° bE '�- ------ Gaddy Date:2023.05 22 ` CE Ts-xz 16:47:24-04'00' = aT f= C CE C �-� xt 1 f - A A A DA ASTATE OFn W: D I I f C; D - A AE A , . DE G CE C CE f —i l °�— A— A q _— r _Ac c c c c of A _.��. i -'V;annic Beach .. II{ °. ° B I D I Atlantic Beach Country Club Phase 1 - �--- _ — Construction Documents 1600 Selva Manna Drive Atlantic Beach,Flonda 32233 REVISION No. DATE DESCHIPTION r L 1 FITNESS CENTER LIGHTING PLAN-PHASE 1 1 2A- ED PRICING ve•=r-o• z 10-Io-z3 Do PRICING 3 -30.23 s%CD 05-23-23 PERMIT SET Z Q J Z J W r H J z W> Uw f J U) W Z H IL F1 W c Q d 3 1 -E3.0 SCALE:1E'=r-rc DRAWN BY.AJS PROJECT NO.:2022-352 IlG!7']179 OCQAAIT CCT IRD DEMOLITION GENERAL NOTES GENERAL NOTES ASSOCSHEPPIATES cErvERu: ARCHITECTS+ENGINEERS ABBREVIATIONS LEGEND CONSTRUCTIONDOCUMENTS ARE BASED UPON A SAN SITE ONDI IO THE ECONTRACTOR ANDAVAILABLEEXISTINGBUILDINGPLANS,ANO 265BG AGOURA ROAD,SUITE 106 THEREFORE.ITHTHENOT RKAREAS LL AND SCOPE TING ITEMOFWORKOFTHE PROJECT PRIOR CONTRAD-IONALL VISIT THE O TH ORDND ERING CONTRACTOR SHALL COMPLY GO NMENTH THE LAUTH AUTHOLAWSRITIES HAVGRUINANURISDI TIO CODES, FAMILIARWRHTHEWORNARENTAN OR MATERIALS DPRIO THE PROJECT PRIORLISBID,ADDITIONALLY,PRIORHE NTRATORSHALL OR AND REGULATIONSOEALLGOVERNMTIDN.AUTHORITIES HAVING JURISDICTION AND THE CALABASAS,CA 91302 GENERAL DCW DOMESTIC COLD WATER PIPING PURCHASING OEANY ES OFF WHERE ERIK ANDPRIONE AND VERIFY OF ANY NEW WORIL IN ANY MANNER NATIONAL FIRE PROTECTION ASSOCIATION. @5 RIB.- _ EXAMINE THE PRSCONOFWHERE THE WORK WILL-NOTIONS WHICH FY IF EXISTING CONDI IONS REASONABLY INANYMANNER FRO.ATHE d 310.670.9144 IW.S hB AIC ABOVE CEILING GPM GALLONS PER MINUTE VWOW SITTO I-SITE ANYEXISTING ISFOR NORIONS WH ICH CONTRAAPPARENTOU COULD OEREASONABLY INFERREDFROMA TH FACT RAWINGS THAT THE BE DRAWINIDERE GENERALLY TO SAATTENTION 15 ACCURATE AS n�csu Mq AMERICANS WITH DISABILITIES ACT GV GREASE WASTE VENT pHW DOMESTIC HOT WATER PIPING VISIT TO THE SITE SHALL NOT BETHE BASIS FOR ACHANGEWTHE CONTRACT AMOUNT. FACT THAT WERMTHALLIMP RTA AREGENERALLYHALL BE DETELE ANDRMINED ARE MINEDI IE SCALE WILL PERMIT,ALL IMPORTANT DIMENSIONS SHALL BE DETERMINED IN THE FIELD. - AAV AIR ADMITTANCE VALVE GW GREASEWASTE V CIPFMSTINGHANW AT IS EQUIPMENT THE PIPING NTRACAND STEMCOMPO,THE PRIORTO CTOR SHALL EXISTING CONDITIONS THE OMPONEDRAWINGS WHICH ARE EVERY COMPLETE THE OFFSET.OR SIMILAR w, awm pHWR DOMESTIC NOT WATER RETICULATION%PING AREOIFIARENTTHPN WHAT IS PROCESSON ING WITH CONTRACTDOCGMENTS,THECONTRACTO35HALL NOTIFY THE COMPONENTS WXICN ARE REQURTEDTOCOMPLETE THE WORK sirsrswrecn-FxmTtm' AFF ABOVE FINISHED FLOOR H "HEIGHT OWNEPJMCXITECT PRIOR TO PROCEEDING WITH WORK. NG ABOVE GRADE HAP HIGH AS POSSIBLE S SOIL,WASTE.OR SANITARY PIPING EXISTINGMXNUISTALLALLRUM0IEQUIREPMENTANNTRACT DOCUMENTS, ACCORDANCE WITH CONTRACTORTOTHE ROOEROPERAREOFTHE iW SYSTEMS NEEDED TO REMOVE SYSTEMS,REMOVAL WILL BE ETCNOT REGULATIONS. S'REQOREMENTS CONTRACT DOCUMENTS,ANO APPLICABLE CODES AND REQUIRED FOR THEPROPEROF HE SYSTEMS INICATEONTHEJEWWOOREMAIN SYSTEMS.REMOVAL WILLBE CONSISTENT REGULATIONS. MCH ARCHITECTURAL HP HORSEPOWER FW FORCEORUMPEO SOIL,WASTE,OR SANITARY PIPING WITH THE SHALL LCONFIGE THE POFTHESYF IS CONTRACTOR THEN EMCVAL(PLNYS.ALL ERIAL SHALL. EREDEMOLISHEDMOVEDMME IMMEDIATELY F ALDEBRISN REMOVALTHE MATERIALSSHALL.FEDERAL,STATE. AND GO ENT MODIALS ANDEQUIPMENTWHICEREPLAERENEW(UNLESSRTSARE OTHERWISE SUBSTITUTIONS IM THE AWT AVERAGE WATER TEMPERATURE HW NOTWATER — LFROM DCALRESITE UIRMNTS, NOT BEREUSED.DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERPL,STATE,ANO ONLY BE ACCETEDATHEDISCRTION OF REPLACEMENT ARE AVAILABLESUBSTRUTIONSWILL V VENT PIPING LOCAL REQUIREMENTS. ONLYBEALCEPTERM.-SA DISCRETIONOFTHEERFORMA TIFF BELOW FINISHED FLOOR NZ HERTZ BIG BELOW GRADE W INCH OR INCHES SO STORM DRAINAGE PIPING PRIOR TO REMOVAL OF ANY EQUIPMENT ASSURE THAT ANY ASSOCIATED POWER GAS, CONTROL WIRING HAS BEEN SAFELY PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL REQUIREOTO INSTPLL TP .1sc NECTEO. COMPLETE AND OPERABLE SYSTEMS AS INDICATED ON THE DRAWINGS,AS SPECIFIED AND BIJ BELOWJOIST KW KILOWATT 1 PIPE ELBOW DOWNAS REQUIRED BY CODE. PROTECT OPENINGS OF PIPING,CONDUR,ETC.FROM ENTRANCE OF FOREIGN MATERIALS AT ALL TIMES DURING CONSTRUCTION. Consulting Engineers BIS BELON'SLA5 L LAVATORY OR LENGTH(AS APPLICABLE) IFTHE CONTRACTOR D,THECONTACTEQUAL WILLBEQUIPMENT NSIBLEFORANYCHAN g g 7� PIPE ELBOW UP UNLESS SPECI%CALLYNOTED S TOLL REMOVED,ASEQAXISTINRTECTEENT,PIPING.ETC.ISTND NEW CONSTRUCTION ITEMS TO DRIKAS IEEDD ECREASE IN COSSO,THECONGBUT NOT LIMITED BER TO ELECTS CAL DANYBUTIONSOR q)9^p)easnT Hill Rd.,Suite 200 BLDG BUILDING LBS OUNOS EXISTINGBUILM GED SHALL ALEOBE TATELY UEANED PROTECTED D FROM OEM OWNON ANONEW CONS TO ORIGINAL CONDITION NEEDED. INCREASEINCOSTSTO INCLUDING BUT NOT LOMITEO TO ELECTRICAL DISTRIBUTION BTUH BRITISH THERMAL UNITS PER HOUR LWL L NG WATERTEMPERATURE N=� TEEDOWN BEFORE CONSTRUCTION. THE BE PpEOUATELY CLEANEDORREPL0.CE0 TO THE OWNER'S SAT6FACTIONTOORIGINALCONDITION THESYSTENS,STRUCTURA_SUPPOEQUIPMNT.RTS,ARCHRECRIRPICHANGES.ETC.TO ACCOMMODATE Duluth,G.A)770. BEFORE CONSTRUCTION. THE SUBSTITUTED EQUIPMENT. (p)770.622.23 iD (I)-U.ti22.2271 LA COMPRESSEDAIR MAX MAXJMUM } C) I TEE UP PATCH ANY HOLES INSIMILAR PROJECTIONS CTIONS NOT REMOVAL C PIPINACED BY NEW CONDUITS,NSETC RUCTIOABANCONEDSHALL IBE REMOVEORS,INSERTS,PIPE WHERE TWO OR MORE MANUFAEMS OFCTURER RSHE SAME'NROF EQUIPMENT MEREOUIREO,THE CFLI CONTRACTOR FURNISNEDICONTRACTORINSTALLED MBH ONE THOUSAND BTU'S MR HOUR STUBS.AND OTHER 51MIfAR PROJECTIONS NOT BEING CONCEALED BYNEW CONSTRUCTION SHALL BE REMOVED TOAMWIMUM OF I' PRODUCT OF ONE MANUFACTURER SHALL BE USED. CFM CUBIC FEET PER MINUTE MECH MECHANICALS MANUAL ISOLATION VALVE BELOW THE ADJACENT FINISHED SURFACE AND THE DISTURBED AREA PATCHED. REINSULATE PIPING WHERE EXISTING INSULATED PIPING IS ALTERED,CAPPED.ETC.WITH NEW INSULATION MATERIALS THAT MATCH EXTERIOR DUCTWORK BRI KVEN VENTS,NG BUT BE LIMITED70:LOUVTOM ATC LAPS. EXPOSED DUCTWORK,BRICKVENTS,SHALLE FAC TORYCOATEDTOMATCHBUILDING GLNG CEILING MFR MANUFACTURERS CHECK VALVE THE EXISTONGINSULATION MATERIALS AND R-VALUES. EMERIOR FINISH.COLOR SI6ALL BE APPROVED BY THE ARCHITECT OF RECORD PRIDRTO CO CLEANOUT MIN MINIMUM PURCHASE. WHERE TEMPORARY WITH ED E NOWILLBEOCCUPIEDDURING CONSTRUCTION. CONL CONCRETE,CONCENTRIC MHP MOTOR HORSEPOWER PRESSURE REGULATING VALVE SHUTDOWN SHALL BE CLOSELY COORDINATED WITH OWNER.ARRANGE WORK TO ASSURETHAT ANV SHUTDOWN OF SERVICES TIME SPEC PE FICATiOSTHA AGENTS DEFINITELY ONY FIXEDDRAWINGS YDIMENRONSAREOR IN APPRO M IS AS MINIMAL AS POSSIBLE. SPECIFICATIONS THAT ARE NOT DEFINITELY FUSED BY DIMENSIONS ARE APPROXIMATE CONO CONDENSATE NG NATURAL GAS ONLY.THE EXACT LOCATIONS NECESSARYROJECT URE THEBEIONS AND SHALL HO CTRL CONTROL NIC NOT IN CONTRACT ❑M RESULTAL OF THE DETERENGINEER LNG INSTSRECONDITIONSALE DRAWINGS THE rJWn �. MOTORIZED CONTROL VALVE APPROVAL OF THE ENGINEER BEFORE BEING INSTALLED.OO NOT SCALE DRAWINGS, CW COLO WATER NO NUMBERAPPROVAL PROVIDE EQUIPMENT BMATERIALS NTS.(SUBMITTALS SHALL ESUBMIITTEDT INDICATINGM O DRAIN NTS NOT TO SCPLE 1—��H UNION WITH CONTRACTREOUREMEO PLIR COPIES SUB BE ITEREOTOTHEDUC OWNER AND FIRE PROTECTION GENERAL NOTES SHALL GEMENT VEDSCHEDULED DULLED ON THED—INGS SUBMITTED ITEMS. INFORMATION DCW ❑OMESTIC COLD WATER OC ON CENTER 2 CAPPED PIPE EDEQUIPMENTSHALINCLULE MANUFACTURER AND MOIL SUBMITTEDFORREVIEW. DEG DEGREE OFCI OWNER FURNISHED CONTRACTOR INSTALLED a 1 ALL SPRINKLERS IN SPACES VISIBLE TO PUBLIC VIEW SHALL BE CONCEALED TYPE AND LOCATED SYMMETRICALLY IN :NFORMATIDN. LE INLLUDEMARACTETURER,ACCE.FI NUMBER,OPTISNUIE � INFORMATION,ELECTRICAL CHARACTERISTICS,ACCESSORIES AND OPTIONS,INSTALLATION ` I`1 ` STRAINER WITH SLOWDOWN VALVE RELATION TO CEIUNG DESIGN ELEMENTS.LIGHTINGFIXTURES,SPEAKERS,RECDIFFUSERS.ORDINAETC.ION LL WITH AU_COMPONENTS ARE TO BE INSTRUCTIONS.AND DEVIATIONS FROM REOUIREMENT3. DEMO DEMOLITION PL PUMPED CONDENSATE b DEVICES. SPRINKLERS INTH S AS NOTED PREVIOUSLYTOINSURE RETURN COORDINATION G. WRQ TIRED TO AL ELEMENTS AND \T 1U I11IJI OEWCES.PIPING TO SPRINKLERS IN THESE AREAS IS TD BE PROVIDED WITH RETURN BENDS IF REQUIRED TO ALLOW FOR EXALT CIF ONTRACTOR AS FABIOORED HIMSELF WITHTLONSTRUCTEOAILDIN G SITE CIA IMS A\\1 lTt R OHW DOMESTIC HOT WATER PD PRESSURE DROP STRAINER PLACEMENT. GONTRALTORHABFAOTFIF PRO OSALFORMAT ALSASAN000IBOR DUITE.CLAIMS DHWR DOMESTIC HOT WATER RETURN PH PHASE ,x-\ MAFEULTIES ENCOUNTERED WILLN NOT COGNIZEDAN IDR LABOR DUETO CF PUMP 2. SPRINKLEfl HEADS INSTALLED INLAY IN ACOUSTICAL TILE CEILINGS SNALLBE CONCEALEOTYPE AND CENTERED INTQE DIFFICULTIES ENLOUNTEREO WILL NOT BE RECOGNIZED,UNLESS THESE DIFFICULTIES VV NSE" yam% CIA IwEMR RBC PLUMBING CEILING TILES OR INSTALLED ON QUARTER POINTS OFTHE FOUR FOOT DIMENSIONS O12'-TILES. GOULD NOT HAVE BEEN FORESEEN EVEN THOUGH PROPER EXAMINATION HAD BEEN MADE. zNa 37T _ DN DOWN PSI POUNDS PER SQUARE INCH r b PTRAP,PLAN VIEW 3. ALL FIRE FROTECTIDN WORK SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF NFPA STANDARDS AND SHALL MEET THE THE CONTRACTOR SHALL WARRANT TO THE OWNER THAT ALL WORK SHALL BE FREE FROM APPROVAL OF THE OWNERS INSURANCE UNDERWRITER,AND LOCAL AUTHORITIES HAVING JURISDICTION. DEFECTS AND WILL CONFORM TO THE CONTRACT DOCUMENTS.THIS WARRANTY SHAJL 2 DWG DRAWING R RADIUS Y.I �'4 Ari ! FD SQUARE FLOOR GRAIN WRH FTRAP,PLAN VIEW EMEND WORKMANSHIP AND AN YEAR FROM THE DATE OF BENEFICIAL OCCUPANCY FDR %Y (EJ FABRICATION AN4. SHOP Y FIRE PROTINGS ECTION EQUIPMEE SUBMITTED NT SHOP DRAWINGS BLAU.AND APPROVED BY THE NCLUE:SPRCHITECT INKLER DRAWINGS AND OR TO ORDERING, CCALLIULA�ONS WORKMANSHIPANOMATERIALS. ��A(.1'FCO Rl'Jr Q\�� EXISTING RO ROOF GRAIN 2 � ED ROUND FLOOR DRAIN WITH PTRM,PLAN NEW BEARING THE SEAL OFAREGISTERED PROFESSIONAL ENGINEER OR EpUIVALENT CONTRACTORS FIRE SPRINKLER CERTIFICATE SEAL OVIDEAMINIMUM OFTHREE SETS OF OBRA MANUALS.THEMANUALS SHALL CONSIST OF A�YK J) 6{V\\\x� EA EACH RPM REVOLUTIONS PER MINUTE AND APPROVAL STAMP OF LOCAL CODE AUTHORITY;SPRINKLER PIPIN G:SPRINKLER HEADS;HOSE RACKS.HYDRANTS AND VALVES, PRINTED MATERIALTHAT SHALL,AS AMINIMUM,INCLUOE PARTS LISTS FOR INOIVIOUAL OAUAI U EER ENERGY EFFICIENCYRATING $,SAN SANITARY __G_G HD N HUB DRAIN,PLAVIEW PUMPS,CONTROLLERS AND ACCESSORIES;7ANK5 AND ACCESSORIES,SHOP DRAWINGS SHALL BE SUBMITTEDTO AND APPROVED COMPONENTS OF EACH PIECE OF EQUIPMENT,MANUFACTURER'NAME AND ADDRESS, IIIIII BY THE OWNERS INSURANCE UNDERWRITER PRIOR TO BEING SUBMITTED TO THE ARCHITECT. LOCATION OF LOCAL PMTS SUPPLIER.MANUFACTURERPUBLISHED OPERATION AND EFF EFFICIENCY SD,ST STORM GRAINAGE __o-- ECO FLOOR CLEANOUT,RAN VIEW MAINTENANCE INSTRUCTIONS,OATASHEETSHIGHLIGHTINGEQUIPMENTDESIGNATION 5. CONTRACTOR ELECTRDORD DRAWINGS AND SHALL. FURNISH AND FOIR THE VOLTAGES THEREIN. ANDMODELNUMBERE. (ER) EXISTING TO BE REMOVED SP STATIC PRESSURE EQUIPMENT WITH THE ELECTRICAL DRAWINGS ANDSHPLL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. ERD EMERGENCY ROOF DRAIN SS STAINLESS STEEL O RD RODF DRAIN,PLM VIEW UPON COMPLETION OF THE WORK,THE CONTPALTOR SHALL THOROUGHLY CLEAN THE - S. ALL FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL CONTRACT ANEAAND ALL OTHER AREAS USED FOR STORAGE,STAGING,ETC.THISEHALL (ERR) EXISTING TO BE REMOVED AND RELOCATED T,TEMP TEMPERATURE 2—� CO.WGO CLEANOIT PLUG OR WALL CLEANOUT ACCEPTANCE. INCLUDE,BUT NOT BE LIMITED TO.WASHING(AND REPAIRING)GLASS.REMOVING SPOTS ANDSTAINS, OPRIAIA EWT ENTERING WATER TEMPERATURE TYP TYPICAL RTCLEANING AFIMURESANO WASHING ALL FLOORS,WALLSANDCEILINGS(IF ]. ALL PIPING ABOVE GRADE SHALL DE SUPPOE00Y THE BUILDING STRUCTURE AND NOT REST ON CEILING TILES OR AND TE).MLL 'F DEGREESFAHRENHER UL UNDERWRITER'S LABORATORIES z' lJ PTRAP.RISER DIAGRAM CEILING STRUCTURE.PIPING HUNG FROM JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS. , SANITARY BRANCQ B. ALL SPRINKLER SYSTEMS SHALL BE DESIGNED TO THE AVAILABLE CITY WATER SUPPLY.CONTRACTOR SHALL HAVE CURRENT RUMBLING'. FCU! FILTEREDDOMESTIC COLD WATER LION UNLESS OTHERWISE NOTED H—�2 FLOW TEST PERFORMED P%OR TO DESIGN. WANUFACALL PLUMBING REQUIREMENTS. AND APPURTENANCES COTRACTDCUMENTS.ACCORDANCE WIAdamTH Beach FCD FLOOR CLEANOUT V VENT OR VOLTS(AS APPLICABLE 1I REG—TIONS. CONTRACT DOCUMENTS.AND APPLICABLE COpESAND l ) N. ALL SPRINKLER SYSTEM RISERS SHALL INCLUDE ANPIARM CHECK VALVE.WATER MOTOR GONG,FLOW SWITCH.ETC. REGVIATIONS. FCV FLOW CONTROL VALVE VIF VERIFY IN FIELD BALAN CING VALVE UL QYDRAULIC CALCULATIONS SHALL INCLUDE AN ALLOWANCE FOR INSIDE AND OUTSIDE HOSE STREAMS. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY FO FLOOR DRAIN W WASTE O ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING Atlantic Beach Coun"Club RISER DESIGNATION 11. ALL MAJOR VALVES SHALL HAVE L.L.LISTED SUPERVISORY SWITCHES COMPATIBLE WITH THE OWNERS CENTRAL ALARM UTILITIES BEFORE COMMENCIYGWORILTMELONTRACTORSHALLPATFORANDREPAIR phase 1 FEE FINISHED FLOOR ELEVATION WI WITH SYSTEM.WIRING OF THE SWITCHES SHALL BE BY OTHERS. ALLDAMAGES CAUSED BY FAILURETO EXACTLYLOCAMAND PRESERVE ANY AND ALL FPM FEET PER MINUTE WC WATER CLOSEIOEYED NOTE 12. GRODVED(VICTAULICf COUPLINGS SHALL NOT BE USED OVER OR NEM ELECTRICAL SWITCHGEAR,PANELS,TRANSFORMUNDERGROUND UTILITIES UNLESS OTHERWISE INDICATED.ERS, CDRSWCI00 DOLT1RIenIS FT FOOT OR FEET WG WATER GAUGE ETC. COORDINATE CONSTRUCTION OF WORK, ELL MC.,SHOWN N UI OTHER CONTRACTARCHITECTURAL, F--�—i SHUT OFF VALVE 13, ALL SPRINKLER PIPING SHALL BE ROOTED TO MAINTAIN MINIMUM CLEAN HEIGHTS INDICATED ON ARCHITECTURAL DRAWINGS. DRAWINSTFUCTGRAL,CIVIL,ELECTRICAL WORK,ETC.,SHOWN ON OTHER CONTRACT DOCUMENT 1600 Selva Marina Drive FW FORCED WASTE H WATER HEATER DRAWINGS. 32233 1R PER PROVIDED BY LI SECTIOENSEDNPRNKERCON CONTRIRE ACTOR MAINS THE SMALLER MAIN WILL SUPPLY HE TOTAL DEMAND AT CALCULATIONS Atlantic Beach, FSDGA FORCED STORM DRAINAGE WPD WATER PRESSURE PROP MPROPRIDEDBYLICERE.HYDRAULIC NS INDICATINGTHETO RGINEER FOR REVIEW AND AT THE TETION IS APSE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING GA GAUGE 0 DIAMETER APPROPRIATE PRESSURE.QTDRAULIC CALCULATIONS MUST BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL INSULATION IS APPLIED. REVISION PROVIDE ACCESS PANELS FOR ALL CONCEALEDRUMBINGEDUIPMENTREQUIRING NO, DATE DESCRIPTION GAL GALLONS AND SERVICE,ADJUSTMENT OR SHUT-OFF.TURN OVER ACCESS PANELS TO GENERAL 1-- SD PRICING GL_. GRADE CLEANOUT % PERCENTAGE CONTRACTOR FOR INSTALLATION. 2 02-1623 DD PRICING Justin Digitally signed PROVIDE UL LISTED FIRE PROOFING FOR ALL THRU PENETRATIONS OF PLUMBING SYSTEMS. 0_23 90%CD by Justin Tracy EXCEPT WHERE OTHERWISE INDICATED ONPLMS,HORIZONTALWASTEPPINGOCCURS 4 053323peMJIIU.ET Date:2023.05.22 BELOWFINISHEDFLOOR.WATER AND VENT PIPING SHALL RUN IN CEILING. Tracy 6:19:39-0400 RUN ALL SOIL WASTE 4'AND GREATER,AND VENT PIPING WITH 1%MINIMUM GRADE UNLESS OTHERWISE NOTED,RUN ALL SOIL WASTE PIPING SMALLER THAN 4'WITH A MINIMUM 2% GRADE UNLESS OTHERWISE NOTED.HORIZONTAL VENT PIPING SHALL BE GRADED TODRIP BACK TO THE SOL OR WASTE PIPE BY GRAVITY, ELEVATIONS AS SHOWN ON THE DRAWINGS ARE TO THE CENTERLINE OF ALL PRESSURE PIPING AND TO THE INVERT OF ALL GRI PIPING. UNLESS OTHERWISE NOTED,ALL PIPING IS OVERHEAD.TIGHTTO UNDERSIDE OF STRUCTURE.WITH SPACE FOR INSULATION IF REQUIRED. BRANCH PIPE SIZING CHART PROVIDE LLEAHOUTS IN SANITARY DRAINAGE SYSTEMS AT ENDS OF RUNS,AT CHANGES IN ORECTIDN,NEAR THE BASE OF STACKS,EVERY 100 FEET IN HORIZONTAL RUNS AND 5 PSI LOSS PER 1SID FEET OF TYPE L COPPER PIPE ELSEWHERE AS INDICATED. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED.OFFSETS IN SIZE MAX CW FU CW FU MAX HWFIX PIPINGAROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE GPM FT FV GPM UNITS OWNER. 1R' S 2.6 1 PLUMB ER SHALLFURNISHAND INSTALL ALL ITEMS REQUIREDTO INSTALL OWNER 316' 7 T 33 FURNISHED EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. Im 21 24 6 123 SANRMY WASTE&VENT.AND STORM DRAIN PIPING ABOVE GROUNDSHALLBE SCHEDULE U) 1.114' 244 Ts 24 1946 1S. 10 VC WITH SOLVENT JOINTS IF APPROVED BY LOCAL CODE OFFICIAL,CELLULARGORE 1-112' 132 52 17T45.1 PVC IS APPROVED FOR VENT PIPING ONLY,PVC PIPING SHALL NOT BE INSTALLED IN l� T 253 172 1211 RETURN AIR PLENUMS. 2-112' 119 476 306 247 SANITARY WASTE&STORM DRAIN PIPING BELOW GROUND SHALL BE SCHEDULE W DWV O 9' 169.8 609 1062 406.2 PVC WITH SOLVENT-WELD JOINTS. Z CW MAX VELOCITY 8 FPS I HW MA%VELOCITY 5 FPS DOMESTIC WATER PIPING SHALL RETYPE 1'HMO MCOPPERTUBINGIN ING PI ACCORDANCE WITH ASTM/C I AND FEDERAL SPECIFICATION W-STERNA.FOR PIPE SIZESY Q ANDS ALLER,SCA.4D CPUC I$AN ACCEPTABLEISANAC EDUCTIVE ALTERNATE AND FOR PIPE Z SIZES Z-17 ANp LARGER SCN.SO CPUC IS AN ACCEPTABLE DEDUCTIVE ALTERNATE. DOMESTIC WATER FITTINGS SNALL BE$OLDER JOINT COPPER FIRINGS MEETING ASTM Q B161B OR BI—WITH SOLDER TYPE JOINTS CONSISTING OF 95%TIN AND 5%ANTIMONY. co SCHEDULE 401BD SOCKET TYPE CPVC FITTINGS MEETING ASTME FA39 AND F411 WITH Q FLOW TEST DATA SOLVENTCEMENT AND PRIMER JOINTS,ASTM FA93 ARE AN ACCEPTABLE DEDUCTPE ALTERNATE. UPON AWARD OF THE CONTRACT.THE FIRE PROTECTION TEST ALL WATER PIPING AT A HYDROSTATIC PRESSURE OF 125 PSIG AND HOLD FOR N HRS. (w(TT (AND OR PLU MBING CONTRACTORI SHALL PERFORM A FLOW TEST OF THE TEST DRAINAGE AND VENT PIPING AT TEN FT OF WATER COLUMN. L/ f TWO HYDRANTS NEAREST THE SITE AND FORWARD THE TEST OATATO THE ENGINEER AND ARCHITECT OF RECORD. DOMESTIC WATER PIPE INSULATION SHALL BE MIARMATLEX 25150 RATED TUBES FLEXIBLE THUj E FOLLOWING WATER PRESSURE FLOW DATA WAS ELASTOMERIC INSULATION CONFORMING TO ASTM C 534,TYPE LAND II-GRE t.ALL HOT J RECEIVED FROM:THE GRT OF ATLANTIC BEACH,FL UTILITIES WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH THE 2020 FPC SECTION ACTS DEPARTMENT f FI AND THE 2D WATER STORAGE BOTH INLET AND OUTLET PIPING OFA STORAGE WATER NEATER V OR HEATED WATER STORAGE TANK.THE FIRST B FEET OF PIPING SHALL BE INSULATED. STATIC PRESSURE 46 PSI RESIDUAL PRESSURE: 42 PSI DOMESTIC WATER SHUTOFF VALVES SHALL BE IOMAR MODEL T-100 OR EQUAL W FLOW: 1,006 GPM ALLVALVES SHALLES INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT C OR PIPING ON EQUIPMENT SIDE OF VALVE 15 REMOVED. G FLOW B RESIDUAL HYDRANT ID: 1600SELVAMARINADR. ESTIMATED FLOW AT 20 P51: 2.T4B GPM ALL CLEANOUTS SHALL BE FULL SIZE OF PIPE FOR PIPE SEES 61NCHES AND SMALLER AND SHALL BE 61NCHES FOR PIPE SIZES LAGER THAN 6INCHES. J T� �Y DATE OF THE TEST: UIE112022 Ly PROVIDE ALL PLUMBING FIXTURES AND EQUIPMENT WITH ACCESSIBLE STOPS. TIME OF DAY OF THE TEST: 1:00 PM ALL PIPING SHALL GRADE TO LOW POINTS.PROVIDE HOSE ENO DRAW VALVES AT THE BOTTOM OF ALL RISERS AND LOW POINTS. EXISTING—ST BAND RE PUMP F REMAINING REMAIN, PENDING INSPECTION AND REPORT OF REMAINING SERVICEABLE ADJUST SEWER INVERTS TO IEP TOPS OF PIPE IN LINE WHERE PIPE SIZE CHANGES. LIFESPAN. PROVIDE HIGH POINT VENTS ON ALL DOMESTIC WATER SYSTEMS. PROVIDE FIREPRDOE FLASHING AROUND ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS. O PO,O PLUMBING PIPING SHALL NOT BE INSTALLED IN ELECTRICAL ROOMS.CLOSETS,TELEPHONE ROOMS,OR ELEVATOR EQUIPMENT ROOMS EXCEPT PIPING SERVING THAT SPECIFIC ROOM. SCALE:1r-1'-0• DRAWN BY:At., r PROJECT NO.:2022352 c t1G/77!'7Q DCDNAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS 4 ENGINEERS 26560 AGOURA ROAD,SUITE 106 W4'PIPE FROM COLD CALABASAS,CA 91302 GAS FIRED ROOF-TOP AIR WATER SUPPLY TOPIPE CONDITIONING UNIT OR WATER HEATER, //��TO ELBOWARNEXi g 310.670.9149 W.6@ShCPBC.CCBI MAKEOPAIR UNIT PER WITH NO CHECK Tj�JFt ivm..-Is MECHANICAL PLANS VALVES Z PROVIDE _ ADAPTER(S)AS REQUIRED TO PI PE REDUCED FROM INTERVENING DNIOCTRIC PIIPEUAT ,Taa�ms>ww CONNECT CONDENSATE DRAIN BRANCH PIPE SIZE TO UNIT FOA-CIPPLWNT CONNECTION FOR s„wcnnERs-sxomEws PIPETOSTUBONEOUIPMENT. CONNECTION SIZE,AT UNIT SECURE PIPE HANGER BUfri DIAPHRAGM - CONNECTION OF PROVIDE DRAIN PIPE ONE CONNECTION STUB TO STRUCTURE CTYPI NOMINAL PIPE SIZELARGER INSTALL TEE TEN PIPE DIAMETERSWELDED STEEL DISSIMILAR METALS THAN EQUIPMENT MINIMUMDOWNSTREAM OF THREADED STEEL EXPANSION TANK IN AIR CHARGING _ CONNECTION SIZE.MINIMUM PRESSURE REGULATOR,IF ROD WITH NUT AND POLYPROPYLENE LINING, VALVE.FILLTANK 3N' REGULATOR SHOWN ON PLANS WASHERBDW NSF PPROVED FOR WITH Alft PRESSURE r GROUND JOINT PIPE UNION SIDES IT-) DOMESTIC WATER TO MATCH WATER / PROVIDE THAP DEPTH I SERVICE PRESSURE. / GASPRESSPLQ4S.REGULATOR G I R'PLUS STATIC SHOWN LE BANS.RE: -, SCHEDULES AND SIZE OF(CATIONS CLEVIS HANGER, PIPING ARRANGEMENT SHOWNFOLLOW SCHEMATIC,ADJUST TO PREGSURE IN INCHES GAS COCK FULL SUE OF SHOiVN FOR CLARITY.512E 1\ OF WATER COLUMN BRANCH PIPE.REFER TO PLAN HANGER FOR COLO SUIT FIELIONS D CONDITIONS.FOLLOW MANUFACTURER'S FOR SIZE OF BRANCH PIPE PIPE OUTBID E DIAMETER CLOWEVIHANGER PRO-EINSTRCOPERA IONWHENINSOR O INSTALLED. PROVIDRE.E VERIFY Consulting Engineers 6'TALLVEM MEN TO PLUS INSULATION SHOWN FOR CLARITY. PROPER OPERATION WHEN INSTALLED.PROVIDE SEISMIC ATMOSPHERE ONLY BRANCH OFF TOP OF GAB SIZE HANGER FOR STRAP OR BRACING WHEN REQUIRED BY LOCAL 41)i PleaunT Hill Rd.,StiLe 200 THICKNESS.DO NOT WHERE REQUIRED BY 1 PIPE MAIN.REFERTO PIANS DHOT IAMETER. AUTHORITIES DuIvIF,CA 3W86 r PENETPAWITHH AGER. CODE FOR LENGTXOE 5', FOR G SIZES WITH HANGER. DIFMETER. �_ (P)770.632.2270 (1)7i U.622>2il OFNN PIPE ARRANGE PIPE AND ELBOWS I 1 SMALL EXPANSION TANK DISCHARGEAWAYFROM TO ALLOW FOR EXPANSION PROVIDE A SECTION OF SERVICE MEAS OF UNIT, AND CONTTLACTION OF PIPE HIGH DENSITY INSULATION OR AT ROOF DRAIN OR RUNS OR STYROFOAM BILLETS GUTTER IF REQUIRED BY LINE SEE TEE,EXIT THRU ATE CH HANGER OF LOCAL AUTHORITIES OR SIDE OUTLET COLD INSULATED PIPE. SHOWN ON PLANS= SUPPORT PIPE ON ROOF 3'LONG LINE SIZE DIRT LEG PER SPECIFICATIONS MINIMUM ABOVE IROOF 31/2 PROVIDE SHORT -CUT INSULATION TO MINIMUM ABOVE ROOF INSULATION SHIELD FOR CARPING INSULATION FITAROUND HANGER. ARRANGEMENT SHOWN IS SCHEMATIC.ADJUST TO SUIT FIELO CONDDKDNS,PROVIDE JACKET OVER HIGH DENSITY NEA EXPOSED CONNECTIONS SHOWN IN EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSULATION OR SOLATION ENDS VERIFY CONNECTION LOCATIONS BEFORE INSTALLING PIPE RUNS.REFER TO STYROFOAM BILLETS. WITH JOINT SEALANT SPECIFICATIONS FOR PIPE AND FITTING MATERIALS AND INSTALLATION.PROVIDE MAINTAIN VAPOR BARRIER SSD PIE HOTPIPE DIELECTRIC UNION IF CONNECTING DISSIMILAR METALS.FOR PIPE SIZE(E)REFER TO FLOMPUWS,OR CODE REQUIREMENTS FOR H—UNR TONNAGE.PROVIDEGAS COCK,UNION AND DIRT LEG SAME 52E AS BRANCH PIPE.SLOPE CONDENSATE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE Z%MINIMUM.PROVIDE CLEANOUTS IN ENDS REFER TO SPECIFICATIONS FOR INSULATION TYPES, AND TURNS OF PIPE PER LOCA CODE REQUIREMENTS:ADAPTER VITTH THREADED INSULATION THICKNESSES,HANGER TYPES,HANGER ROD PROVIDED BY GAS PROVIDED UNDER DIVISION 22 CLEANOUTPLUG.OMIT CONDENSATE DRAIN ON MAKEUP AIR UNIT.PROVIDE MINIMUM Y CONNECTIONS TO SRUCTURE AND RANGER SPACING. COMPANY(VERIFY) GAS PIPE INSIDE BUILDING. CLEARANCE TO ROOF UNDER PIPES. LOCATION AND SIZE AS PRESSURE TEST FITTING SHOWN ON PLAN Digitally signed `J`�ll41R IT ' METER ANC HORRISER TOWALL AT Justin b Justin Trac 7 CONNECTIONS TO ROOF-TOP UNIT 4 PIPE HANGER DETAIL Bronss TENFOOTINTERVALSUSING y y \J VYCSITSA i ,2'=1'-0' STRAINER OFFS ET RISER CLAMPS Tracy Date:2023.05.22 No. STI xi PIPE INCREASER PROVIDE EARTHOUAM 16:1$;51-04 DD' ACTIVATED AUTOMATIC GAS L REGULATOR SET AT 1 SHUT-OFFVALVEHERE IF DISCHARGE PRESSURE REQUIRED BY LOCAL =A INDICATED ON FLOOR AUTHORITIES.ANCHOR VALVE -o- PIN. M PLAN. ❑� TOBUROINGWALL. �•�A4, ZORTD PROVIDE ELECTRIC HEATTRACING GAS COCK(TYPICAL) WA.PENETRATION /•'isV DN AL REDUCED PRE SSU RE CABLEONALLPIPEANDVA.VEB PER SEPARATE DETAIL 1111111 OUTLET BOX, PRINCIPLE RACKFLOW 1 EXPOSEDAROVE GRADE, METER VLONG DIRT LEG AT PIPE REDUCED FROM CONDUTTAND PREVENTER I REFERENCE GAS METERROFCFi1 BOTTOM OFRISEi. BRANCH OFF TOP OF GAS BRANCH PIPE SIZE TO UNIT INTERLUCK OF SPECIFICATIONS CAPACITY SHOWN PIPE MAIN.REFER TO CONNECTION SI2E.AT UNIT HEATTRACE ON FLOOR PLAN GAS SHUT-OFF LOCK 1. PLANS FOR PIPE SUES � CONNECTION STUB SPECIFIED IN GRADE OR PAVEMENT PI PE INCREASER T INSTALL TEE TEN PIPE DIAMETERS DIVFREEZE --PIPE UNION WITH GROUND SUSPENDPIPEFROM MINI UM DOWNSTREAM OF PROTECTION NATURAL GAS SERVICE JOINT w BTR UCTUPE ABO VE j- PRESSURE REGULATOR,IF BOXSIZE LINE WITH PIPEHANGERE / REGULATORSHOWNONPLANS ADEQUATE FOR PER SPECIFICATIONS. GAS COCK FULL SIZE OF HOUSING OF_ VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY.COORDINATE BRANCH PIPE.REFER TO PLAN 12-WIDE aS' WITH GAS COMPANY WITH REGARD TO INSTALLATION OF OTHER PLUMBING UTILITIES IN Beach GAS FIRED UNIT FOR 512E OF BRANCH PIPE THICK VICINITY.IF ANY.APPLY FOR AND PAY GAS COMPANY FEES FOR INSTAIATION.USE HEATER.RE:MECH GROUND JOINT PIFE UNION REINFORCED WELDED OR SCREWED PIPE AND FITTNGS PER PLUMBING SPECIFICATIONS. PW NS CONCRETE L STRAINER GAS PRESSURE REGULATOR IF FOOTER ALL GRADE TO AROUND DISCHARGE ON GRACE' SHOWN ON PLANS,RE: SLOPE AWAY 2 GAS METER SETTING SCHEDULES,AND SPECIFICATIONS PERIMETER SHUTOFF VALVE FROM BOX Atlantic Beach Country IU LINE SUE TEE EXJTTHRU I .BED OF GRUBHED ROCK .: — Phase SIDE OUTLET ”- - : Construction Documents I— — = �: 3'LONG LINE SIZE GIRT LEG (—I I—I I I=1I1=1I III=III—III=1I1=III— ,SLOTFQRDRAWAGE 160DSelvaMarina Drive ARRAN GEMBNTSHOWNISSCHEMATIC.ADJUETTO SUIT FIELD CONDITIONS. WATER PIPE SIZE AS IN ENDWALL OF BOX Atlantic Beach,Florida 32233 PROVIDE CONNECTIONS SHOWN IN EQUIPMENT MANUFACTURER'S INSTALLATION FROIA CONNECT(ON TO SHOWN ON PLAN INSTRUCTIONS VERIFY CONNECTION LOCATIONS BEFORE INSTALLING PIPE RUNS. MUNICIPAL WATER MAIN TO E-CING REFER TO SPECIFICATIONS FOR PIPE AND FITTING MATERIALS AND INSTALLATION. PLUMBING SYSTEM REVISION FOR PIPE SIZE(S)REFER TO FLOOR PLANS,PROVIDE GAS COCK,UNION,AND DIRT NO. DATE DESCRIPTION LEG SAME SIZE AS BRANCH. ARRANGEMENT SHOWN IS SCHEMATIC.AOJUSTTO SUIT FIELD CONDITIONS,VALVING SHA BE SAME SIZE AS SERVICE PIPE.REFER TO PLANS FOR SERVICE UNE SUE. , Ill— SD PRICING PROVIDE TEST AND CERTIFICATION OF BACKFLOW PREVE—K TO LOCA AINHORfi,ES. 2 02-10.23 OO PRICING e CONNECTIONS TO ROOF-TOP UNIT a oa6azT s6w cD 4 R-23 PERMIT5ET "5 BACKFLOW PREVENTER IN BOX 0.1 12 SLOPE PIPE AS MUCH AS DISCHARGE INDIRECT POSSIBLE TOWARD WASTE WTO RECEPTOR DISCHARGE,2°%MINIMUM WHERE SHOWN ON PLANS WITH AIR GAP PER CODE PROVIDE CLEANOUTB IN PROVIDE ADAPMR(S)AS EN03 REQUIREDTOCONNECT CONNECT GROUND RE:BELOW GRADE ANDTURNSOFFIPE WITH INDIRECT MAIN PIPE TO BRANCH TO TOP JOINT UNION 7SHUTOFFVALVE —WATER HAMMER ADAPTER AND THREADED EOU IPMENT OR DRAIN PAN. OF MAIN. PENETRATION OF CLEANOUT PLUG PROVIDE INDIRECTWASTE PIPE TO ALLOW FOR COORDINATEINSTALLATION EXTERIOR WALL 1 1 2-IRRIGATION DOUBLE SEE PDI ONE PIPE SIZE LARGER THAN EXPANSION AND FLOW OF - CHECK VALVE BACKFLOW TYPE'L'HARD EOUIPMENTCONNECTIONSIZE, CONTRACTION FLASHING AND COUNTER t� PREVENTER -SHUTOFF COPPERTUBE INSULATE INDIRECT WASTE FLASHING WITH PLUMBING ROUTED AS MINIMUM 3M'OR AS SHOW N ON OF MAIN PIPE RUN IRRIGATION LINE, VALVE PIPE RECEIVING HOT OR SPECIFICATIONS CHILLED WASTE:REFER TO � PLANS RE:FLOOR PLANS SHOWN ON PLANS SPECIFICATIONS,DONOT GAS PIPE MAIN- ROOF INSULATION MAXIMUM TAILPIECE LENGTH BUILDING EXTERIOR WALL. INSU PIPES INDIRECT WASTE REFER TO STRUCTURAL PIPES IN FOOD SERVICE IS 20•IF TRAPPED ROOF CUT ROOF FOR PRESSURE GAUGE AND MEAS SUPPORTPER PIPE PENETRATION ARCHITECTURAL DRAWL GB WITHNEEDLE2TEE ANDFLANGE FOR TRANSITION SPECIFICATIONS VALVE(TYPICAL) IRRIGATION TO COPPER / PRESSURE PROVIDE-RAP IF MORE ANCHOR PIPE TO FORACTUAL CONDITIONS. CONNECTION-., GAUGE MAINTAIN MINIMUM V THAN T HORIZONTAL OR 4ROOF DECK STRUCTURE CLEARANCE TO FLOOR,OR 6- TOTAL DRAIN LENGTH —HOSE BIBB FOR TO CEILING OR ROOF REFER TO PLANS FOR PIPE BEE(S)AND PENETRATION LOCATICNIS).REFER TYPE'L'OR HARD COPPER SYSTEM DRAIN DOWN TO SPECIFICATIONS FOR MORE INFORMATION.LOCATE PENETRATION V/ ARRANGEMENT SHOWN IS SCHEMATIC ADJUST TO SUIT FIELD CONDITIONS.PROVIDE MINIMUM IB•FROM ADJACENT WALLS.VENTS THRU ROOF,EOUIPMENT CURBS, COMPANION FLANGE SHUTOFF J CONNECTIONS SHOWN IN EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS.REFER TO PARAPETS,ROOF DRAINS,EXPANSION JOINTS.AND OTHER ROOF FEATURES. FLANGE AND SPIGOT. VALVE SPECIFICATIONS FOR PIPE AND FITTING MATERIALS,AND INSTALLATION OF HANGERS AND TERMINATE W ITH BLIND AlR GM FITTING(TYPICAL) Q SUPPORTS.PROVIDEDIELECTRICUNICNIFCONNELTINGDISSIMILARMETALS.DONOTCOMBINE FLANGEAFTERINITIAL II-REDUCER ITYPILALI r INDIRECT DRAIN TO FLOOR SINK ONE INDIRECT DRAIN PIPES WITH CONDENSATE DRAIN PIPES.DONOTPROVIDETRAPORVENTON 6 GAS PIPE ROOF PENETRATION INSTALLATION. SHUTOFF VALVE PIPE SIZE LARGER THAN BACKFLOW INDIRECT MAINE RECEIVING DISCHARGE UNDER PRESSURE PROVIDE CLEANOUT IN TRAP FOR PREVENTER MAIN OUTLET NON-CLEAR LIOUID WASTE ONLY. D.7 12-1'-0' M4'B STEEL RODS AND MECHANICAL D FOO p SERVICE EQUIPMENT INDIRECT WASTE.INSTALL SEPARATE INDIRECT WASTE FROM JOINT,ALL COATED DIFFERENT EQUIPMENT-DO NOT COMBINE,SECURELY ATTACH INDIRECT DRAINS TO THEIR WITH ROUTE EACH EQUIPMENT WITH BRACKETS OR SPLIT RING PIPE CLAMPS-REFER TO SPECIFICATIONS.LOOSE, ASPHAORIJACYPICA) DRAIN FULL SIZE f I DANBUNG,OR PIPES ON THE FLOOR SHALL NOT BE ACCEPTED,INSTALL INDIRECT DRAINS HIGH AS 6- TO FLOOR SINK J POSSIBLE TO FACILITATE CLEANING UNDER KITCHEN EQUIPMENT. FLOOR SLAB FLOOR SINK UFS) WHEN THIS PIECE EXCEEDS MIN. t2 NLTOFIR MAYBER ILII _ n ONLY TO FIRST OUT BIDE - 9 INDIRECT WASTE INSTALLATION T I -'-1 12'=1'-lT IRON PIPE FROM MUNICIPAL - PVL SLEEVE THRU FLOOR D r\1 WATER MAN PER SITE J I JI'T DPLAN EPTH AB REQUIRED BY I..L OCA CONDITIONS.REFER � L PIPING ARRANGEMENT SHOWN IN SCHEMATIC.ADJUSTTO SUR FIELD CONORIONS,PROVIDE DOUBLE TO"PIPE ANO TRENCH L0. 1 CHECK VALVE BACKFLOW PREVENTER OF MANUFACTURER APPROVED BV LOCAL AUTHORITIES.INSTALL 1 CATION•DETAL.VERIFY WITH REQUIRED CLEARANCES.INSTALL BACKFLOW PRE!'ENTER IN HORIZONTAL UPRIGHT POSITION. OUNOATION WITH ARCH4 PROVIDE ANY REQUIRED CERTIFICATION OF TEST OF BACKFLOW PREVENTERTO LOOAL AUTHORMES. TECTURAL DRAWINGS AL CLEARS SHALL BE APPROVED FOR DOMESTIC WATER SERVICE.INSTALBACKFLOW PREVENTER SO IT CANBE EASILY SERVICED ANDMETED.SUPPORT ASSEMBLY FROM WALL BRACKET OR FLOOR STAND. ^ DOMESTIC WATER SERVICE ENTRYIS — 0IT V-0- a 0-P0. 10 SCALE:+2=ra• DRAWN BY:AMP, PROJECT NO.:202&352 C TIG/'7'D104 DCDNAIT CCT SHEPPHIRD WATER HEATER SCHEDULE PLUMBING FIXTURE SPECIFICAITONS PLUMBING FIXTURE SCHEDULE ASSOCIATES A E ARCHITECTS ERS WATER=OJET-Fi USH TANK ADA FIMURE CONNECTIONS STORAGE GPMQ REFERENCEINTERIORS PLUMBING CUT SHEET PACKAGE FOR SPECIFICATIONS. MARK FIMURE DESCRIPTION REMARKS 26560 AGOURA ROAD,SUITE 106 MARK TYPE SERVES —CT' 901 RISE mBTUHMR KWl BASIS OF DESIGN NOTES 1YG2A'WATER CLOSET-FLUSH VALVE AOA CW HW W CALABASAS,CA 91302 ELEMENTS (GAL) REFERENCEINTERIORS PLUMBING CUT SHEET PACKAGE FOR SPECIFICATIONS. 310.670.9144 Trills@shop-Be.com WHGA TMKLESS DOMESTIC HOT WATER 4 199 - ALT-1990-N 1,9 WATER CLOSETS w•v WHG-2 TMKLESS 14G HOT WATER 4 199 ACT-1990-N t3 L7--LA ZY='�P FOR ALL LAVATORY! WHG-9 TANKLE53 140FHOT WATER ACT-1990-N 123 REFERENCE INTERIORS PLUMBING CUT SHEET PACKAGE FOR SPECIFICATIONS. W11A WATER CLOSET(ADA FLUSHTANK) 112' - 4- 1,24 mw,T, ewox 9H-1 SHOW pEFYP FOR ALL SHOWERS( NOTES: REFERENCEINTERIOR9 PLUMBING CIll SHEET PACKAGE FOR SPECIFICATIONS. WC-2A WATER CLOSET(ADA FLUSH VALVE) 1' Y I 1,2A s.uc�lErn exerEm 1. OUTDOOR UNIT 2. PRO VIDE DIRECT VENTING OF INTAKE AND EIWAUST GASES TO SIDE WALL DIFFUSER. P-+t3 RINK ITYP FOR aI SINK51 URINALS S. BUILDING I-MAIN CLUBHOUSE REFERENCE INTERIORS PLUMBING CUT SHEET PACKAGE FOR SPECIFICATIONS, MSLMOy UR-1 URINAL(ADA) 314' 2 1-11T I 1,2 JANITOR MOP SINK.FIAT PRODUCTS 24-X2PX10-IIMSSID242a100 MOP BASIN.DELTA MODEL 428T9 ROUGH CHROME FAUCET. ED-1:FLOOR DRAIN LAVATORY JAYR.SMITH.MODEL 2010.0-Po,OOREQUALZURN,JOSAMORWAOE.2'DRNN.PROVIDEWRHTRAPGUARD'. 3 zi7p L-1A LAVATORY AGA(iYP FOR ALL( 112' 1/2' 1-112- t-114' 1.2,58 Y EXPANSNIONTANKSCHEDULE MJAY ESMITHMODEL 20—KID OR EQUAL MRN J SAM OR NACE TDRQN.PROVIDE WITH TPAP GUARD'. L-2A LAVATORY ADA(TYPFOR ALL) Consulting Engineers ACCEPTANCE MAKER BOX SHOWER ITUBS 4197 PI—t Hill Rd...Suite 200 MARK SERVES VOLUME VOWME OPERATING OPERATING BASIS OF DESIGN NOTES GUYGMY BIM BiSAB,tR'GW CONNECTION. (GAL) (GAL) PRESSURE TEMP(F) DMlurh,GA 30(196 S (PSI) FIRE MTED OPTION:WHEN—LOCATED IN FIRE WALL PROVIDE GW GRAV FRIB12,1R'CW CONNECTION. SH-1 SHOWER(TVP FORALL AOA ANO NON ADA) 112' 112' Y 2' 1,2.5.8 1 70.622.2270 (()%%0.622.2->TI ET-1 TANK WATER HEATERS 2 0.9 150 150 BELL GOSSETT PT-5 FCO LOORCLODEL 40 PI1 JAY R`SMITH.MOOEL 4020,DUCO CAST IRON CLEANOUT WITH ROUND AOJUSTABLE$LQRIATED SECURED NICKEL BRONZE TOP. SINKS GNRni NO SAPP I-AB FTO UNRA: WOO'WALL CLEAN OUT S3 ONE COMPARTMENT KITCHEN SINK 112' 1!2' Y 1-ICE 12,35,0,9 A REFERTOTHEDIVISION23 SPECIFICATIONS FOR ADUNIONAL JAYR.SMITH,MODEL 9776,ROUGH FINISH STAINLESS STEEL FLOG WITH POLISHED STAINLESS STEEL COVER PLATE. MS1 MOP BINK 3M' 314' 3' 2' 1,2,3,5 NUMBERED NOTES HSI:NOSE BIRB NIA HOSE BIRB.JAY R.SMITH QUARTER TURN NON FREEZE WALL HYl1RAM WITH RECESSED BOX CONNECTION 55600T. DRAINS -T.WALL HYDRANT IVALL HYDRANT WITH COVER.WOODFOROMQOEL 6B MOUNTED BELOW SINK COUNTER FOR POOL RESTROOM WASH DOWN. FD-1 FLOOR DRAIN - 2- - 6 NFYH:NONFREQE YARD HYDRANT YARD HYDRANT WITH NON-REMOVABLE,ANTI-SIPHON VACUUM BREAI4=R.W000FDRD MODEL X34.BURIED AT(FAST 2-BELOW FD-2 FLOOR DRAW • I - - 6 GRACE. FD-3 FLOOR DRAM - - 4- []f4- 'RD-1 HUB DRAIN MISCELLANEOUS `xX11N I BI Ir DW-1 DISHWA514ER - 112' 1 �1JS ylCRA1S�, FPWH-2 FREEZE-PROOF WALL HYDRANT HSI HOSE BIBB tl2 - - 1 1 STA REMARKS: 1. CONNECTIONS TO PLUMRING FIXTURE SHALL BE PROVIDED WITH INDIVIDUAL ISOLATION VALVES. ''OSN�NA�I 6111xF 2. ALLISOLATION VALVES SHALL BE QUARTER TURN BALL TYPE VALVES. Z. CONNECTIONS SHAT BE BRAIDED LINES WITH SCREW END TYPE CONNECT IONS. ONLY WATER CLOSETS WITH 4-SANITARY CONNECTION ARE ACCEPTABLE.NO SUBSTITUTIONS. 5. HOT WATER SU PPLY TEMPERATURE TO FIXTURE SHALL BE 110120-F. 6. PR OVIOETRAPGUARD. 7. PRO NDE BACKFLOWPREVENTER.WATTS MODEL RB OR APPROVED EQUAL. S. PROVICETEMPFI—URE LIMITING DEVICE AT FIXTURE PER ASSE1079,LIMMTCUTLET TEMPERATUREOFFIXTURE TO 105'F — 9. PROVIDE DISHWASHER CONNECTION TO WASTE PIPE. NOTES APPLICABLE TO ALL FIXHDRES: 1. ALL PLUMBING FIXTURES SHALL BE S15MITTEDTOTHE OWNER AND DESIGNTEAM FORAPPROVAL, Z. EXACT LOCATION OF FI%TURE SHALL BE LOCATED ON ARCHITECTURAL DRAWINGS. 3. ROU GH IN FIXTURE PER MANUFACTURER'S REQUIREMENTS,PROVIDE ALL COMPONENTS REQUIREDPEd BACKFLOW PREVENTER SCHEDULE MANUFACTURER,PLUMBING CODE,AND CONTRACT DOCUMENTS AND MAKE FINAL CONNECTIONS TO FIMURE. MARK SERVES BASIS OFBESIGN NOTES Atlantic Beach Country Club Phase 1 BFR-1 1 24R'RISER ROOMWATTS-LF009M2-0T-S BEP-2 1-1/2'PDOL RD ON WATTS-0-1— Digitally signed Construction Documents 4 NOT 3 A=PII TD AL DNN�' Just in by Justin Tracy 1600 Selva Marina Drive 22 A N RREFERTOTHEOIVISION235PELIFICATIONSFORADOITIONAL Atlantic Beach,Florida 32233 NUMBERED NOTES. Tracy 0:18:3723.05.' 1. NA. 76:18:37-04'00' REVISION N0. DATE DESCRIPTION 1Z-2-22 SDPRICING 2 02-1023 DO PRICING 0330.23 90%CD 4 052323 PERMITBET KITCHEN EQUIPMENT CONNECTION SCHEDULE PLUMBING PIPE MATERIAL SCHEDULE FIXTURE CONNECTION SIZE(IN) PIPING SYSTEM ABBREVIATION PIPING MATERIAL TAG DESCRIPTION GAS LOAD NOTES CW HW 140HW SANITARY GW GAS (MBH) SANITARY DRAINAGESVENT(ABOVE CITADEL S,W OS HUBLESS CAST IRON 12 DOUBLE CONVECTION OVEN - 1.0Mil STORM DRAINAGE(ABOVE GRADE ST OR OST HUBLESS CAST IRON 13 RANGE WI GRIDDLE 820VENS 1.0 SANITARY DRAINAGE B VENT(BELOW GRADE S,WORV SERVILE WEIGHT CAST IRON(PVC DWV OPTIONAL 21 HAND SINK t12 112 - t-112 STORM DRANAGE(BELOW CITADEL ST OR DST SERVICE WEIGHT CAST IRON FVC DWV OPTIONALDOUBLE SINK WELD INTO TABLE 112 112 1-112 POTABLEWATER(ABOVEGRABE) CW,HW OR HWR TYPEL HARD DRAWN COPPER 27 MOP SINK 112 112 2 - POTABLE WATER-Y&SMALLER(BELQW GRADE LW.HW,QR HWR TTPEKSOFT ANNEALED COPPER 32 3 COMPARTMENT POT SINK 112 112 1-112 POTABLE WATER-3'B LARGER(BELOW GRACE) CW,HW.OR HWR DUCTLLEIRON 37 VENTLESS HEAT REG WAREWA5HER 314 2 NON-POTABLE WATER MOVE GRADE( NPW TYPE L HARD DRAWN COPPER 30 DISPOSER 112 2 1-7 NON-POTABLEWATER-Y85MALIER BELOW GRADE NEW TYPE H SOFT ANNEALED COPPER _ �/� 41 SOILED DISHTABLE 112 112 1-7 NON-POTABLE WATER-S.8 LARGER BELOW GRADE NEW DUCTILE IRON _ U) 47 DROP-IN SINK 112 112 1-7 NATURAL GAS(ABOVE GRADE AND ON ROOF) SCHEGULE40BLACKSTEEL w 40 ICE MAKER I DISPENSER 316 - Bl4 NATS BELOW GRPDE G APP ROVED'PE-PIPE FOR GAS J 51 FILTER SYSTEM FOR ICE MAKER 3I6 - 1R - - 7 COMM—IFPETROLEUM GASABOVE GRADE AND O RROOF) LPG SCHEDULE Q BLACK STEEL 65 DROP-IN HOT WELLS 112 - 2 - 1-] LIQUIFIED PETROLEUM GAS(BELOW GRADE) LPG APPROVED-PEPIPE FOR GAS J 73 DROP-IN SINK f 112 1 112 1-112 j I1.7 CONDENSATE DRAIN-I.OR SMALLER CD TYPE M HARD DRAWN COPPER(PVC DWV OPTIONAL) CONDENSATEDRMN-1-11—PIARGER CD TYPE DWV HARD DRAWN COPPER(PVC DWV OPTIONAL) w F3. NOTINDIRECT DRAIN-1-AND SMALLER IU TYPE M HARD DRAWN COPPER PVC DWV OPTIONAL) T RE FERTOARCHITECTUI—DWGSFOR EQUIPMENT PROVIDER INFORMATION. INDIRECTDRAN-I-1M'AND LARGER ID TYPE DWV HARD DRAWN COPPERIPVC OWV OPTIONAL) 1, 2. REF ER TO MANUFACTURER'S REQUIREMENTS FOR EQUIPMENT CONNECTION REQUIREMENTS. MEDICAL GASES MA O.ND,N OR VAC I PE L HARD DRAWN COPPER CLEANED FOR OXYGEN SERVICE U 3. PROVIDE ALLTRANSITIONS,PIPING.VALVES,ETC,FOR BOTH CFCI 80FCI EQUIPMENTTO PROVIDE A FULLY FUNCTIONING SYSTEM. COMPRESSED AIR G TYPE L HARD DRAWN COPPER OR SCHEDULE 40 GALVANIZER STEEL U) INDIRECT WASTE LINE TO DRAIN. FIRE PROTECTION-3-B LARGER(BELOW GRADE FP DUCTILE IRON 5. REFER TO FLOORPLANS FOR VENTREQUIREMENTS. CONNECTIONS SIZES PROVIDED ARE FOR INDIVIDUAL FIXTURE CONNECTIONS,REFER TO FLOOR PLANS B RISER DIAGRAMS FOR MULTIPLE FIXTURE PIPING SIZES. FIRE PROTECTION-7 LMGER(BELOW GRADEI FP SCHEDULE 10 DR 46 BLACK STEEL f 7. COORDINATE CONNECTION SIZE WITH EQUIPMENT PURCHASED. _SUMP PUMP DISCHARGE FP SCHEDULE 40 GALVANIZED STEEL z co 6. ERDMFILTER TE-51 SUMP PUMP DISCHARGE FP SCHEDULE 40 PVC Z 9. FROM FILTER REM I. REVERSE OSMOSIS RO CPVC PLASTIC c_c GENERAL NOTES APPLICABLE TOS: G I REFER TO THE DIVISION 23 SPECIFICATIONS FOR ADDITIONAL NUMBERED NOTES' J r�7 a a 1 -P1 .0 SCALE: DRAWN BY:ABmr PROJECT NO.:2022352 r19MQMQ DD:Dh,1117 CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26550 AGDURA ROAD.SUITE 106 CALABASAS,CA 91302 A 310.670.9144 wills@,hep-.Bx- GENEPAL NOTES: G�, 1. EXISTINGSANITARY,COLD,HOT WATER AND VENTS LINES TOREMAIN AND RE Consulting Engineers REUSED. 419 i Plcaum Hill Rd.,Swte 200 BE,.—S: Dn'u1NUG.pi� I0.40.622.2271 = 1. RELOCATEDROTTLEFRLER.EIRENDANDRECONNECTIITCW,25.MD,V2—v. rl+ 2 NEW 1/2'CW TO COFFEE MACHINE WITH UNDER COUNTER SHUT OFF VALVE. S. NEW SINK WITH 112'HW AND CW LINES. 4. INSTALL NEW WATER CLOSET IVWAI WITH ALL RELATED ACCESSORIES;EMEND ANDCONrvECT 112'CW,4•S,AND 2'V.FROM EYJSTING UTILITIES IN THE FLOOR AND CEILING SPACE. 5. INSTALL NEW URINAL IUR-11 WITH ALL RELATED ACCESSORIES;EXTEND AND CONNECT 314"CW,2'S,AND 1-1/2'V.FROM EXISTING UTILITIES IN THE ROOK AND CEILING SPACE. A. INSTALL NEW LAVATORY WITH ALL RELATED ACCESSORIES;E%FEND AND CONNECT 112"C/HW,2"5,AND 1-1/2'V.FROM EXISTING UTILITIES IN THE ROOR �) AND CEILING SPACE. 7. REMOVE EKSTING NR ADMITTANCE VALVE.FMFNTEND EXISTING VENT,FULL SIZE, THRIDUCH THE ROM. e'�.TalBrl?'e+r'% tiLCP.py� } Na 377 P rc- 'E 00. Digitally signed Justin by JustinTrary -f Date:2023.05.22 B DRLOT Trac 16:16:13-04'00' O CIO Atlantic Beach Atlantic Beach Country Club Phase 1 _ Construction Documents 1600 Selva Marina Drive O" ON Atlantic Beach,Florida 32233 z_ REVISION NO. DATE DESCRIPTION CONNECTNEW2- 111-02-22 1 SD PRICING - STO PS(E)EFF 2 02-10.23 OD PRICING CONNECTNEWCONNECT NEW 1/TCWT0112'(E) 112 CW TO—(E) 3 0330.23 90%CID 'CW IN THE CEILING CW IN THE CEILING r --I 4 OS23PE" IT EIT SET SPACE. SPACE II` ————I — O ffI 314CH E)E) - �— O—_� T-_ O I WC-tA ❑ _ O ❑O I O CONNECT NEWT' �2l) *� COFTIDOR CW TO 1-(E)CW IN yE00 .M HERAPY THE CEILING --t AN MErc,Fi OAE RDOM 314-CW FIiOROOM E,S MEN, u OR-1 OR 0 ❑ l l UR 1 z CONNECTNEW CONNECT NEW 2' II WTo 314'1&1 VTO Q HW IN THE CEILING © THE CEILING © J SPACE SPACE ^ SVCONNECT NEW 3• `1� (TTP) STO 3'S(E)FF L_y, V L— ❑ Z DMEK3goo1ME„ © WDMEN'SROM== m l� po _p_ 7 _ _ s STT03E3 E)CT EFF• N L-� J Cg4NECT NEw _ ❑ 112 HW T03EoLM `A MCI HWIN-E CEILING CONNECT NEW 2' -- LL SPACE 'u _ TT03'IE)V IN — _ - - - I HE CEILING M 0° M O C 3!4•HW TO t—NECTNE(EI _ SPACE HW IN THE CEILING 41 CHECK-IN '' UNlS.B.T- D W J SPACE UNISEM°OM ® _ 0 L __ CONNECTNEW 3' 'W 2'VUP. ST03'S(E)BFF L �L ��.,C VJG1A LQ1 ACC ROOM W W CE3,IRLERE3THODM a ; ©L-1A J t _ 10 . ©L.,A cn W"A W OO (TYP)A O O..- Z' 2VUP 1 r W 8Q 2 PLUMBING FITNESS CENTER PLAN-LEVEL 1-PHASE 1 1,PLUMBING FITNESS CENTER PLAN-UNDERGROUND-PHASE 1 = 1 -P1 . 1 SCALE:1-1= DRAWN BY:Author c PROJECT NO.:2022-352 !1C 0 DCDRAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE lou CALABASAS,CA 91302 b 310.670.9144 WAI.D@sheµae.com 1. REMOVE EYJSTNG n%TURE AND ALL RELATED ACCESSORIES.CIT AND CAP HOT AND COLD s.Wl.re-snsE rxcrhss WATER SACH TD NEAREST MAIN SUPPLY LINE IN THE CEILING SPACE CIT AND CAP S W ITARY PIPING IN THE WALLS DOWN TO FINISHED FLOOR,REMOVE ANY UNUSED VENT PIPING.DO NOT ABANDON IN PLACE. i. STORE IXISTING BOTTIE FILIER ON SITE EOR FIINRE INSTPllATION. / '- , Consulting Engineers 1 - - - - - 4197,PI—D,HIII Rd.,style 200 -`—T Ddmh,_i0 G.4Q) —sem----� (P)7i11.fi2?.2 '}770.-O.G22.?2.1 E o GIE—A, Digitally signed ��SgtNIB ITq, , Justin by Justin Tracy Date:2023.05.22 - Nu. 77 Tracy 16:19:23-04'00' SEA O: ` •'A''J,S2OA'AL F•aO��,`• I I Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,Florida 32233 REOEP110N REVISION 1 NO. GATE DESCRIPTION _1 12-02-22 SD PRICING _ 202-10.23 OD PRICING iExrvO HOP 3 0330.23 90%c0 1 2 4 OS2}23 PER,NTSET SHOWER ACCP ... !GO GROUP FITNESS O SSIO 1 DRoY o ME sTENNI�RER R- J o 0 z o m NG W REETENo -J w > w w NISETRD'EOM w J oG ......e RooM LEV ®' o oROz z o w ® ¢ Eo U 121- WO I C f w LU vJ 0 Q PLUMBING FITNESS CENTER DEMOLITION PF17NESS CENTER DEMOLITION PLAN-LEVEL 1-PHASE 1 a g P01. vas= N d 8 1 -PD1 . 1 SCALE:1N=T-v DRAWN BY:A*. C PROIECTNO,:2022352 c rn JI)Q/IDQ ❑CE]AAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 106 CALABASAS,CA 91302 j 310.67C.9144 wills@sh,p a+GCm Consulting Engineers 419;PI.HBI Rd.,SILL,200 MhUh,GA 30096 Ip)770.6221270 (1)770.622_1271 Justin Digitally signed by Justin Tracy Date:2023.05.22 Tracy 16:19:07-04'00' __2_ — cfrvERu xoTEz ' L''� C EXISTING WATER HEATERS IN ROOFTOP PARAPET TO BE INSPECTED FOR AN EST MATICH OF ITS REVAINING y� ;0 REPLACEMENT WITH DMER IF NECESSARY. 000R01NATE REPAIR OR SL ILIIIIII �;;�� \ ICY+LOQ D•`1QS V tCeNSKE,tCYF G J � • 1. EXISTING Fl)R1IRE TO REMAIN. x Na 37] :J 2. REMOVE EXISTING I'l—AND ALL RELATED ACCESSORIES.CLT AND CAP HOT AND COLD WATER BACK TO NEAREST MAI—R LINE IN THE CEILING _ J SPACE.CUT AND CW SANITARY PIPING IN THE WALLS DOWN TO FINISHED %'A NCA 4= 4S FIOOR.REMDVEANY UNUSEDVENT PIPING.DOKOTAIIANDDNIN PLACE. 3- REMOVE EXISTING WA TER HEATERS AND ALL RELATED ACCESSORIES.CUT AND CAP �SADNAL. HOT AND COLD WATER BACK TO NEAREST MAIN SUPPLY LINE.REMOVE ALL BELOW ........ I I 111 --- . I GRADE GAS PIPING BACK TO SOURCE. - - - - - 4. RENOYE 3'CW SERWCE AND ALL RELATED ACCESSORIES.CUT AND CW DOWN TO FLOOR AND CEILING.PREPARE FOR NEW 3'CW SERVICE INSTALLATION AND CONNECTI ON TO EXSTING DOMESTIC WATER 5YSTEM. 11 .. A • f 4 E%ISTINGMMNGASSERVICETOBEREMOVEDANDRELOCAM.CONTMCTOR f I E S TO COORDINATE WITH UFILRY PURVEYOR PRIORTO COMMENCING WORK. S. MIST NG DOMESTIC WATER XfATE0.151 TO BE INSPECTED F00.AN ESTMUTION J OF RS REHA!M PC SERVICEABLE LLFESPAN COORDINATE REPAIR OR REP ACIM NT i I c Beach ~ }}}VVV(((��u 111 (♦f7 WITH OWNER IF NECESSARY. S ° -`1 ` T. EXISTING DOMEST C BOOSTER SYSTEM TO BE INSPECTED FDRAN ESTIMATION • �✓ I I _ WITH ITS OWNER IFN NECESSARY ABLE LIiESPAN COORDINATE REPAIR OR REPLACEMENT V(ITN OWNER FrvECE55ARY VIII, -, !ice Atlantic Beach Counter Club ❑, _ 8. OF(TING WATER 50FTEN MG EASILE LIEM TD FESPAN INSPECTEDGINATE FORREP IR OR RMTION OF ITIS REMAINING SERVICEABLE LIFESPAN COORDINATE REPAIR 00.REPIACFNENT Phase 1 - `LWITH OWNER IF NECESSARY. - - --- CDDNNUCI1Dn DDDUITents Driy EXISTING RFI�tNINGSERICO LESFEMTO COORDECT ED PMNERREA ON 16005eac Marina 322 I OFFT WITHOWNFAIFNECESSCEABLE UFESPAN COORDINATE REPNR OR REPLtCEMENT AtlantlC Beach,Florida 32233 I��ii IW WITS OWNER IF NECESSARY. � -®� REVISION 11yII 0 0 0 — � - �� — •1 _ 7 NO. DATE DESCRIPTION { �7 I 1 -0- SO PRIDING .� U0 I II L 2 02-1623 00PRICING - - 3 3123 D 4 1]— PE—IT SET 1111 _I t.❑I ❑1 ❑ ©' Q �_JY._I I7. _ QtfD❑ , V iNTO°NDRY ❑1 �Ib�_-S.o.�.-_�.��bIT_. R E a SLR oaM TSF �I L L SEZCE/j J °o o�o Z �� P•DASRG ri O Lill ❑, '❑1�� :®�� _ B s(1nILEI E 1 p F T W COv' V T 111 —1 L C r J JW CL ELLI — — — — W — Cn J 1 °a r 1 PLUMBING MAIN CLUBHOUSE_DEMOLITION PLAN-LEVEL 7-PHASE i m J . PD1 ve•=r-Ir J U Z s Q s 1 -PD1 .2 SCALE:la'= T DRAWN BY:ALT. PROJECT NO.:2022-352 a nG/rJ•Z/'JCt DC D0.AIT CCT SHEPPHIRD GENERAL NOTES ASSOCIATES GENERAL NOTES ARCHITECTS+ENGINEERS MECHANICAL DEMOLITION, ADDITIONS, OR RENOVATIONS 1 CALBASAS.CA94302GOURA ROAD SUITE 106 CALABARAB,CA 91302 P44DY.B5: � J 310.570.9144 Wigs@shep•N,.- CCINSTRUCTIDN DOCUMENTS ARE BASED UPON A FIELD EXAMINATION OF THE SITE AND AVAILABLE EXISTING BUILDING PIANS,AND THEREFORE, ALL DUNVIOM DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS.INCREASE SHEET METAL FABRICATION DIMENSIONS TO ACCOUNT FOR CONTRACTOR SHALL COMPLY WITH All LAWS,ORDINANCES,RULES,CODE5,AMENDMENTS,AND REGULATIONS OF ALL GOVERNMENTAL rvn_so MAY NOT INDICATE ALL EXISTING ITEMS AND SITE CONDITIONS.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE WORK DUCT LINER WHERE INDICATED ON PLANS. �UIHORTIESHAWNG JURSDICTION AND THE NATIONAL FIRE PROTECTION ASSOCIATION.ALL MECHANICAL EQUIPMENT,COMPONENTS, AREAS AND SCOPE OF WORK OF THE PROJECTFRIORTO BIO.ADDITIONALLY,PRIOR TO THE ORDERING OR PURCHASING OF ANY EQUIPMENT OR 1 INSTALLATIONS AND CONTROLS TO COMPLY WITH THE FOLLOWING: ,Art MATERIALSANDPRIOR TO THE INSTALLATION OF MY NEW WORK.THE CONTRACTOR SHALL EXAMINE THE PREMISES OF WHERETHE WORK WILL Z. SUPPLY.RETURN,EXHAUST AND OUTSIDE AIR DEAR SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL CONFORMING WITH ASTM A90, s.wcw+Acrs•remr+nns BE DONE AND VERIFY IF EXISTING CONDITIONS WILL IN MY MANNERAFFECTTHE WORK UNDER THIS CONTRACT.ANY EXISTING CONDITIONS WHICH A525,AND A527 RATINGS AND A 190 COATING DESIGNATION.ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH A. THE SUBMISSION OF A BID OR PROPOSAL WILL BE CONSTRUCTED AS EVIDENCE THAT THE CONTRACTOR IS FAMILIAR WITH THE PLATS 71 ARE AP PARENT OR COULD BE REASONABLY INFERRED FROM A VISIT TO THE SITE SHALL NOT BE THE BASIS FOR A CHANGE IN THE CONTRACT THELATEST VERSIONOFSMACNA'S'HVACWRCONSTRUCTIONSTANDA905MET MDFLEIIBLE,'FIRERGLASSWCTBOARDSHALLNOTBE AND BUILDING SIM CLUMS MAGE SUBSEQUENT TOTHE PROPOSAL FOR MATERIALS OR LABOR DUE TO OIFFlCULTIES ENCOUNTERED AMOUNT. USED. WILL NOT BE RECOGNIZED,UNLESS THESE DIFFICULTIES COULD NOT HAVE BEEN FORESEEN EVEN THOUGH PROPER EXAMINATION HAD 2. VERIFY EXISTING LOCATIONS OF EOUB'MENT,DUCTWORK.PIPING,AND SYSTEM COMPONENTS PRIOR TO DEMOLITION.IF EXISTING CONDITIONS BEEN MADE. ARE DIFFERENT THAN WHAT IS INDICATED ON THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL NOTIFYTHE OWNER/ARCHITECT PRIOR TO T. LOW RECTANGULAR DUCTWORK. BE CON TOZIN.W.G.PRESSURE C1A551FICATi0N5,WITH SEAL'C'ANDALEAIUGE RATE OF I] FOR RECTANGULAR DUCTVORK. B. PROVIDED ON TH DRAWINGS, INS,MATERIALSANDANDPERFORM ALL LABOR CREQUIRED TO INSTALL COMPLETE AND OPERABLESYSTEMS 0.5 PROCEEDING WITH lYORIt INDICATED On THE DNAWInGS,AS SPECIFIED AND AS REQUIRED BY CODE. C j 3. CONTFtACTOR TO PROVIDE ALL LABOR.EQUIPMENT AND MATERIALS NEEDED TO REMOVE EXISTING EQUIPMENT,DUCTWORK,PIPING,ETC.NOT MITERED AND RADIUS ELBOWS SHAD HAVE AMIN HUM I.5 RADIUS,UHLE55 NOTED OTHERWISE. REQUIRED FOR THE PROPER OPERATION OFTHE NEW SYSTEMS OR EXISTINGTD REMAIN SYSTEMS.REMOVALWILL BECONSISTENTWIMTME I. C. PROVIDE EQUIPMENT AND MATERIAL SURVJTTALSFOR APPROVAL INDICATING COMPLIANCE WITH COINTURREQUIREMENTS PRIOR TO FINAL CONFIGURATION OF THE SYSTEMS INDICATED ON THE NEW WORK PLANS.ALL ITEMS THAT ARE DEMOLISHEDORDAMAGED SHALLBECOME 5. PROVIDE SINGLFTXICKNESS TURNING VANES FORMAL MITEREDTURNS,ELBOWS.AND RADIUS ELBOWS LESS THAN 1.5 RADIUS. ORDERING EQUIPMENT B MATERIALS.SUBMIITAIS SHALL BE SUBMITTED TOTHE OWNER OR ARCHITECT,AS APPLICABLE,AND SHALL f THE PROPERTY OF THE CONTRACTOR UPON REMOVAL.THE MATERIALS SHALL BE REMOVED IMMEDIATELY FROM THE SITE AND SHALL NOT BE BE APPROVED PRIOR TO PURCHASE OR FABRICATION OF SUBMITTED REMS.SUBMITTALS SHALL INCLUDE MANUFACTURER AND MODEL \S\ GG REUSED.DISPOSE OF ALL DEBRIS IN ACCORDAN CE WITH APPLICABLE FEDERAL STATE.AND LOCAL REDO IREMENTS. 6. DUCT MSEAMSANOJOINT5SXA SEALEDWIMSNVENTBASEDSEAMANDJOINTSE .RAN!EDJOINT55HALLRESSAFDMM NUMBER,SCHEDULED INFOPM4TIOR,ELECTN11 CXARARERISTICS,A[[FSSORIES AND OPTIONS,INSTALLATION INSTRUCTIONS,AND LIST ANY DEV BE USConsulting Engineers 4. PRIOR TOREMOVAL OF ANY MECHANICAL EQUIPMENT.ASSURE THAT ANY ASSOCIATED POWER.GAS.AND CONTROL WIRING HAS BEEN SAFELY MASTIC,ONE PART,0.CIDCURING,ELASTOMERC JOINT SEM-ANT COMPLIANT WITH ASTM C20.DUCT TAPE SHALL HIM ED. DEVIATIONS FROM REQUIREMENTS. 419:P1 DISCONNECTED. ). SUPPLY AIR AND OUTDOOR AIR DUCT BUNCH DUCTS SHALL INCLUDE MANUAL BALANCING DAMPERS AT CONNECTION TO MAIN DUCTS.IF C. ALL EQUIPMENT B MATERIALS SHALL BE NEW(UNLESS OTHERWISE INDICATED),ANO THE CURRENT MODEL FOR WHICH REPLACEMENT DNIt,G SHO$Dile 200 ALL G. PROTECT OPEN NGS IM GS OF DUCTWORK,PIPING,CONDUIT.ETC.FROM ENTRANCE OF FOREIGN MATERIALS AT ALL TES DURING CONSTRUCTION. MANUAL VOLUME DAMPERS ARE INSTALLED IN INACCESSIBLE CEILING OR SIMILAR SPACE,PROVIDE MINE DAMPER CONTROLLER AND VOLUME PARTS ARE AVAILABLE SUBSTITUTIONS SILL ONLY BE ACCEPTED AT THE DISCRETION OF THE ENGINEE0. (p)770.622.2270 H)70.622.2271 PAMPER,YOUNG REGULATOR BOWDEN CABLECONTROLLER 270696C CONCEALEDCUPAND COVER,DANPERMODEL8 CC,OREQUAL. 6. UNLESS SPECIFICALLY NOTED TO BE REMOVED,"STING EOVIPMENT.OUCTWORKPIPWG.ETC.ISTO REMAIN.EXISTING REMSTO REMANAND E. WHERETWO OR MOPE ITEMS OF THE SAME TYPE OEQUIPMENT ARE P.EQUIIIED,THE PRODUCT GONE M4NUFpCTURER SHALL BE EXISTING BUILDING SURFACES SHALL BE ADEQUATELY PROTECTED FROM DEMOLITION AND NEW CONSTRUCTION WORK,AS NEEDED.ANY ITEMS B. SPIN-IN FITTING5 SHALL BE 26 GAUGE GALVANIZED G90 SHEET URAL WITH INTEGRAL DAMPER AND SCOOP. USED. DAMAGED SHALL BE ADEQUATELY CLEANED OR REPLACED TO THE OWNERS SATISFACTION TO ORIGINAL CONDITION BEFORE CONSTRUCTION. 9. IN NEG E CTWORK PRESSURE PSHALL BE LL 181 CLASS RATED,FLEXMASTER TYPE 6N OR APPROVED EQUAL.FLF_MIBLE DUCTWORK SHALL NOT BE USED F. COW TDIURL BE AE5PDNSHS EXUE QUIPMENT CHANGES GES OR I S DIFFERENTCOSTS THE ELUDING BUT HOTS LIMITED EO ELIC,THE 7. PATCH ANY HOLES SIMILAR PROUEREATEDOT REMOVAL CONCEALED BY NEW CONSTRUCTION ION ETC.ABANDONED TO MINIMUM OF PIPE IN NEGATIVE PRESSURE APPLICATIONS. CONTIRLDIDN WILL BE,STRU TUML SUPPORTS, AGESOR INCREASE IN COSTS TO LTO ACCOMMODATE TETHESUDTOELED RICAL EQUIP STUBS,AND OTHER SIMILAR PROJECTIONS NOT BEING CONCEALED BV NE1Y CONSTRUCTION SHALL BE REMOVED TO A MINIMUM OF 1'BELOW THE DISTRIBUTION SYSTEMS,STRUCTURAL SUPPORTS,ARCHITECTURAL CHN4GE5,ETC.TO ACCOIMIODATE THE SUBSTITUTED EQUIPMENT. ADJACENT FINISHED SURFACE AND THE DISTURBED AREA PATCHED. 10. ACCESS DOORS SHALL BE DOUBLE WALL,DUN MOUNTED,ROUND WITH CAM LOCKS AND CAKE.FABRICATED OF GALVANIZED SHEET METAL E. FIEINSULAM DUCTWORK OR PIPING WHERE EXISTING INSULATED DUCTWORK OR PIPING 15 PATCHED.CAPPED.ETC.WITH NEW INSULATION WITH INSULATION FILL AND THICKNESS FOR CLASS I DUCTWORK, G. THE CONTRACTOR SHALL WARRANT TO THIS OMOR THAT ALL WORK SHALL SE FREE FROM DEFECTS AND WILL CONFORM TO THE CONTRACT DOCUMENTS.THIS WARRANTY SHALL EXTEND NOT LESS THAN ONE 11)YEAR FRDMTHE DATE OF BENEFICIAL OCCUPANCY MATERIALS THAT MATCH THE EXISTING INSULATION MATERIALS AND R-VA1UE5. YEAR WARRANTY IN H. INSULATE ALL SUPPLY PIR ANDOVI000R AIR DUCTWORK AND RETURN AIRDURWORN WITH INTEGRAL VAPOR BARRIER.INSULATION SHALL BE FOR WORIVMNSHIP PNDMATERIALS.COMPRESSORS SHALL INCLUDE MANUFACTURERf ND 141 E. WHERE TEMPORARYSHIRDOWN OF SERVICES 15 NEEDED FOR AREAS THAT WILL BE OCOIPIED DURING CONSTRUCTION,THE SHUTDOWN SHALL MIN.R B WHEN INSTALL ED.INSULATION SHALL BE APPLIED WITH UNBROKEN VARDR SEALS.THE INSULATION SHALT.BE CONTINUOUS THROUGH ADDITION TO INITIAL CONTRACTOR ONE(I)YEAR WARRANTY. BE CLOSELY COORDINATED WITH COMER.ARRANGE WORN TO ASSURE THAT ANY SHUTDOWN OF SERVICES T IME IS AS M INUMAL AS POSSIBLE. WALL OPENINGS AND SLEEVES.ALL DUN HANGARS SHALL BE INSTALLED OUTSIDE OF GLOT INSULATION.ALL APPURTENANCES CONNECTED TO COLD SURFACES SHALL BE INSULATED TO PREVENT CONDENSATION. X. THE CONTRACTOR SMALL PROVIDE OPERATION fi MAINTENANCE I GEN)MANUALS THAT SHALL, 4 MINIMUM,INCLUDE PARTS LISTS FOq INDIYIOUAL COMPONENTS OF EACH PIECE OF EQUIPMENT,MANUFACTURERS NAME AND ADDRESS, ESS,ENATION OF LOCAL PARTS 12. $OPPLY AND RETURN DUCTWORK LOCATED EXTERIORTO THE BUILDING ENVELOPE SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL SURLIER,MANUUNURECS PUBLISHED OPERATION AND MAINTENANCE INSTRUCTIONS,DATA SHEETS HIGHLIGHTING EQUIPMENT IG9D MINI VATN ALL SEAMS CAULKED AND SEALED WEATHERTIGNT AND COATED WITH A ROST PREVENTIVE COATING DYER THE ENTIRE OLIN DESIGNATIONS AND MODEL NUMBERS,DATA SHEETS FOR FANS SHALL INCLUDE FAN CURVE OR PERFORMANCE DATA FOR THE PULL SURFACE.DUCTWORK TO BE SLOPED MRC 114•'PER FOOT.PROVIDE MIT E-8,Q"TACKI RIGID INSULATION BOARD,JOINS MANVILLE BOO RANGE OF STATIC PRESSURE AND CFM CAPABILITIES SERIES SPIN GLA5 OR EQUAL.PROVIDE WEATHER-PROOF CLADDING JACKET ON EXTERIOR OF ASSEMBLY,JOHN MANVILLE ALUMAGUARD DR EQUAL 1. THECONTRACTOR SHALL PROVIDE OPERATION R MAINTENANCE GEN)MANUALS THAT SHALL,AS A MINIMUM,INCLUDE PARTS LISTS FOR INpIVIOUAL COMPONENTS OF EACH PIECE OF EQUIPMENT,MANUFACTURER'S NAME AND ADDRESS,LOCATION OF LOCAL PARTS H L IL MM RFFRI�eNT SUPPLIER,MANUFACTURERS PUBLISHED OPERATION AND MAINTENANCE INSTRUCTIONS,DATA SHEETS HIGHLIGHTING EQUIPMENT 1U B J UE5IGNATIONS AND MODEL NUMBERS.DATA SHEETS FOR FANS SHALL INCLUDE FAN CURVE OR PERFORMANCE DATA FOR THE PULL ``As S,S1T2 r �i 1. REFRIGERANT PI PING TO BE TYPE ACR COPPER TUBING CONFORMING TO ASTM BZBO. RANGE OF STATIC PRESSURE AND CFM CAPABISTIES `•1J vLCB.V DIA JV•. 2. REFRIGERANT SUCTION LINESTOBE SLOPED I/8"PER10UNORFEET OF HORIZONTALRUNTOWARDOAPRE55ORWITX NDLONGTRAPS OR J, UPONCOMPLEDON OF THE WORK,THE CONTRAR00. CS-ITINOUGNLYCLEANTHECONTRACTARE4 ANDALLOTXERAREASUSED No. 377 DEAD ENDS THAT MAY CAUSE OIL SEPARATION. FOR STORAGE,STAGING,ETC.THIS SHALL INCLUDE,BUT NOT BE LIMITED TIO,WASHING AND REPAIRING GLA55,REMOVING SPOTS AND STAINS,CEA LNING ALL FIXTURES AND WASHING ALL BOORS,WALLS,AND CEILINGS,AS APPLICABLE TO THE WORK AREA, 3. REFRIGERANT PIPING TO BE SIZED AND INSTALLED TO MEET WITH ALL MANUFACTURER 0.EQUIRFMEIRS FOR VERTICAL AND TOTAL MAXIMUM �� BTA y` LENGTH REQUIREVENIS. K, ANY BUILDING SURFACE,INCLUDING BLOT NOT LIMITED TO WALL,FLOOR,DOORS.WINDOWS,AND CEILINGS,DAMAGED DURING THE INSTALLATION,FABRICATION,OR MOVING OF MECHANICAL EQUIPMENT AND KCE550MES SHALL BE REPAIRED TO MATCH NEW OR ( CORD 1� REFRIGERANT VALVE CONNECTIONS TO BE PROVIDED IN LIQUID LINE BETWEEN RECEIVER SHUTOFF VALVE AND EXPANSION VALVE. EXISTING CONDITIONS. ��A.A'P,P7pN/.6�O•V` 4. Al 5. REFRIGERANT LINES TO BE INSULATED TO MINIMUM ENERGY CODE REQUIREMENTS.INSULATION INSTALLED OH EXTERIOR OF THE BUILDING L. CONSTRUCTION DOCUMENTS ARE BASED UPON A FIELD EXAMINATION OF THE SITE AND AVAILABLE EXISTING BUILDING PLANS,AND H 11 SHALL BE COVEREDWITH AN ASPHALT SATURATED VAPOR BARRIER AND PAINTED WITH TWO(2)COATS OF ASPHALTIC WATER PROOFING THEREFORE,MAY NOT INDICATE ALL EXISTING ITEMS AND SITE COIOTIONS.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPOUND. FAMILIAR WITH THE WORK AREAS AND SCOPE OF WORK OF THE PROJECT PRIOR TO BID.ADDITIONALLY,PRIOR TO TIE ORDERING OR PURCHASING OF ANY EQUIPMENT OR MATERIALS AND PRIOR TO THE INSTALLATION OF MY NEW WORK, E CONTRACTOR SHALL SAIF EXAMINE THE PREMSES OF WHERE THE WORK WILL BE DONE AND VERIFY IF EXISTING CONDITIONS WILL IN ANY MANNER AFTER THE WORK UNDER THIS CONTRACT.ANY EXISTING CONDITIONS WHICH ARE APPARENT OR COULD BE REASONAOLY INFERRED FROM A VISIT 1. CONDENSATE OCTAN PIPING SHALL BE SLOPED AT A MINIMUM 1!8"PER LINEAR FOOT OF HORIZONTAL RUN.CONDENSATE LINES SHALL INCLUDE TO THE=TT SHALL NOT BE THE BASIS FOR A CHANGE IN THE CONTRACT AMOUNT. •'',F TUE WITH CLEANOUT PLUG AT EACH EQUIPMENT CONDENSATE CONNECTION. - M. VERIFY EXISTING LOCATIONS OF EQUIPMENT,DUCTW00.N,PIPING,AND SYSTEM COMPONENTS PRONTO DEMOLITION.IF EXISTING 2. CONDENSATE PIPING SHALL BE INSULATED WITH N"ARMAPEX INSULATION DR APPROVED EQUAL. CONDITIONS ARE DIFFERENT THAN WHAT IS INDICATED ON THE CONTRACTDOCUMENTS,THE CONTRACTOR SHALL NOTIFYTHE DMERIARCHITECT PRIOR TO PROCEEDING WITH WORK. 3. AIR HANDLING UNITS WITH COOUNG COILS SHALL BE PROVIDED WITH A WATER DETECTION DEVICE,CONFORMJNGWITHUL50B,11-LFDIN . ETHERTHECNIT PRIMARYDRAIN PAN OR OVER BRAIN LINE CONNECTION,WATER UOTLR DENION DEVICES SHALL BE WIREDTO N. CONT-TURTO PROVIDEALLLABOR,EQUIFMEMANDIMTERWSNEMEDT00.EMDYEEXISTINGEQUIPMENT,WR ORK,PIPING, Adanric ach SHUTDOWN MR HANDLING UNIT. ETC.NOT REQUIRED FORME PRORR OPERATION OF THE NEW SYSTEMS DR EXISTING TO MMAIN SYSTEMS.BEMOVAL WILLBE CONSISTENT WITH THE FINAL CONEGURATION OF THE SYSTEMS INDICATED ON THE NEW WORK INNS.ALL ITEMS THAT ARE HANC•ER$eN0 SIIRORTS� DEMOLISHED OR DAMAGED SHALL BECOME THE PROPERTY OF THE CONTRACTOR UPON REMOVAL.THE MATERIALS SHALL BE REMOVED L IMMEDIATELY FRAM THE SITE AND SHALL NOT BE REUSES,DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH ONCIELL FEDERAL,STATE, Atlantic Beach Count Club I. MAXIMUM PIPE HANGER SPACING SHALL BE IN ACCORDANCE WITH AHSIIMSS-SP-58. AND LOCAL REQUIREMENTS. 2. DUCTYORKSHALBESUPPORIEDINACCORDANCEWITHSMACNAHVACDUCTCONSTRUCTIONSTANDARD-METALANDFLEKIBLE.IMXIMUM O. PRIOR TO REMOVAL OF MYMECHMICALEQUIPMENT,ENSURETHATANYASSOCIATEDPOWER,GAS,ANDCONTROLWIRINGHASBEEN Phase SPACING OF UUCTVORM HANGERS SHALL BE B'-0'O.C.FOR HORIZONTAL RUNS AND 10'-0"FOR VERTICAL RUNS. SAFELY DISCONNECTED. COnstrudOn Documents CONTROLS: P. PROTECT OPENINGS UPDUCTWOM.APING.CONDUIT,ETC.FROM ENTRANCE OFFOREIGHMATIs-ATP TIMES DURING 1600 Selva Marina Drive CONSTRUCTHON. Atlantic Beach,FlDdda 32233 1. PROVIDE LOW VOLTAGE CONTROL WIRING,AS NEEDED,FOR AIM MECHANICAL SYSTEMS.THERMOSTATS TOM ADA AND ENERGY CODE COMPLIANT,)-DAY PROGRAMMABLE TYPE.PROVIDE VENTED,LOCKABLE COVER FOR MERMOSTATS LOCATED IN PUBLIC AREAS. Q. UNLESS SPECIFICALLY NOTED TO BE REMOVED,EXISTING EQUIPMENT,DUCTWORKPIPING,ETC.IS TO REMAIN.EXISTING ITEMS TO REMAIN AND EXISTING BUILDING SURFACES SHALL BE ADEQUATELY PROTECTED FROM DEMOLITION AND NEW CONSTRUCTI ON WORK,AS REVISION 2. IHSTAJ.THERMOSTATSISENSORS AT48'ABOVE THE FINISHED FLOOR UNLESS OTHERWISE STATED,AND CAREFULLY CDORDINATEALL NEEDED.ANY ITEMS DAMAGED SHALL BE ADEQUATELY CLFANED OR REPLACED TO THE OWNER'S SATISFACTION TO ORIGINAL NO. DATE DESCRIPTION LOCATIONS WITH INTERIOR FINISHES AND ELEVATIONS,AS APPLICABLE. CONDITION BEFORE CONSTRUCTION. 1 11Z-02-22 1 SD PRICING RFMFDIATON RFD1 R. PATCH ANY HD1ES IN STRUCTURE CREATED BY REMOVAL OF DIJUNDRX,PIPING,CONDUITS,ETC.ABANDONED ITEMS,ANCHORS, 2 02-14]3 DD PRICING IIRFMFNTC INSERTS.PIPE STUBS,AND OTHER 51MII.At PROJECTIONS NOT BEING CONCEALED BY NEW CONSTRUCTION SHALL BE REMOVED TO A 3 0-23 90%CD 1. REPLACE ALL IXISTING DUCTBOARD DUCTWORK WITH RIGID GALVANIZED SHEET METAL DUCTWORK DUE TO MOLD GROWTH IN THE FACILITY. MINIMUM OF I"BELOW THE ADJACENT FINISHED SURFACE AND THE DISTURBED AREA PATCHED. 062383 PERMIT SET DUCTMARD WAS INSTALLED FOR THE SUPPLY AND RETURN DUCTWORK IN BUILDING 1. G. REINSULATE DUCTWORKOR PIPING WHF0.E EXISTING INSULATED DUCTWORK OR PIPING IS PATCHED,CARED,ETC.WITH NEW 2. ALLIXISTINGTOREMAINANDBEREUSEDDUCTWORISANDEQUIPMENTSHALLBETHOROUGHLYCLEANEDINACCDRDANCEWITHNATIONAL AR INSULATION MAMEIAIS THAT MATCH THE EXISTING INSUICYHOH IMTERIALS AND R-VALUES. DUCT CLEANING ASSOCIATION INADCA)STANDARDS TO REMOVE OUST,DIRT,MOLD,SPORES,MICROBES,AND OTHER PARTICUTATES.MOLD GROWTH ON NONPOROUS SURFACES INSIDE THE UNIT MAY BE WIPED CLEAN WITH A MILD DETERGENT.INFESTED FAN BLADES AND COOLING ATION: COILS SHALL BE REMOVED FROM THE UNITS,TAKEN OUTSIDE,AND CLEANED.ONLY EPA APPROVED METHODS SMALL BE USED FOR CLEANING. THE DRAWINGS SHALL BE COMWERED AS DIAGRAMMATIC.ATTENTION IS CALLED TO THE FACT THAT WHILE THE DUVRNGS ARE GENERALLY I. EXISTING AIR DISTRIBUTION DEVICES TO REMAIN AND BE REUSED SHALL BE CLEANED TO REMOVE DUST,DIRT,MOLD,SPORES,MICROBES,AND TO SCALE AND AAE ACCURATE AS THE SCALE WILL PERMIT.DO NOT SCALE DRAWINGS.THE EXACT LOCATIONS NECESSARY TO SENRETHE GTHERPARTICULATES. BEST CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS AND 5HAL1.HAYS THE APPROVALID TXE ENGINEER BEFDRE BEING INSTALLED.CUTTING OR ALTERING ANY STRUCTURAL MEMJSERS MUST NOT BE PERMITTED WITHOUT WRITTEN APPROVAL OF SEAL ALL PENETRATIONS IN EXISTING DUCTWORK TO REMAIN AIRTIGHT. ARCHITECT OR STRUCTURAL ENGINEER,AS APPLICABLE-ADDITIONALLY,THE DRAWINGS DO NOT INDICATE EVERY FITTING,ELBOW,OFFSET, OR SIMILAR CDOCINENTS WHICH ARE REQUIRED TO COMPLETE THE WORK. S. SEAL All DUCTWORK,PIPING.CONDOR,ETC.PENETRATIONS THROUGH THE MECHANICAL MEZZANINE CLOSET WALLS,CEILING,AND FLOORS AIRTIGHT. Z. COORDINATECONSTRUCTION OF ALL MECHANI CAL WORK WITH ARCHITECTURAL,STRUCTURAL,CML,ELECTRICAL WORK,AS APPLICABLE, SHOWN ON OTHER IDNTRACT DOCUMENT DRAWINGS.ALL REQUIRED CLEARANCES SHALL BE PROVIDED. SEALED EXISTING AHU TO REMAIN AND BE REUSED CABINET PENETRATIONS SUCH AS REFRIGERANT PIPING,CONDENSATE,PIPING,ELECTRICAL CONDUIT,TO PLUGS,ETC-MRNGHT WITH MASTIC AND DUCT TAPE. 3. LOCATIMSOFEXTERIORPENETUTIONSN.E.LOUVERSORWALLCAPSI AND INDOOR EXPOSEDMECHANIC4 EQUIPMENTANDACCESSURIES SHALL BE FACTORY COATED TO MATCH BUILDING EXTERIOR FINISH.COLOR SHALL BE APPROVED BY THE ARCHITECT AND/OR OWNER 7. REMOVE THE CEKING AIR DISTRIBUTION DEVICES AND SEAL BETWEEN THE AIR DISTRIBUTION DEVICE BOOT AND THE CEILING REINSULATE REPRESENTATIVE,AS APPLICABLE,PRIOR TO PURCHASE, J WHERE INSULATION 15 MI551NG AROUND THE METAL PONT. Q ALL MATERIALS INSTALLED WITHIN HVAC AIR PLENUMS SHALL BE RATED WITH A MAXIMUM AME-SPREAD INDEX OF 25 AND A MAXIMUM SMONE E. PROVIDETESTNGANDBALANCINGINACCDRDANCEWITH AND PROVIDED BY A CERTI%ED NEBB TAB PROFESSIONAL AT THE COMPLETION OF DEVEOPED INDEX OF 50. THE WORM. w 5. REFER TO ARCXITFCTURAL PIANS FOR FIRES AND SMOKE RESISTANCE RATINGS OF ALL WALLS.FLOORS,CEILINGS,OR AND PARTITIONS.ALL 9. PROVIDE UCNET BASED DIRER DIGITAL CONTROL.NDDCU MANAGEMENT SYSTEM FOR THE SITE.THIS SHALL INCLUDE BUIUDINGS I,3,AND 4. OPENINGS IN RATED WALLS DOE TO PIPING,CONDUIT,ETC.,SHALL BE FIRE STORED WITH A PRODU R 51 MILAN TO 3M OR APPROVED EQUAL TO Z SOC CONTROL SYSTEM SHALL INCLUDE AN OPERATOR'S INTERFACE IN BUILDING I,REMOTE INTERNET ACCESS,AND PROVIDE THE-NG: MANTAIN THE DESIGNATED RATING OF THE ASSEMBLY. /wT� HEAT COOL COMMANDS TO HVAC EQUIPMENT I. DUCTY' AND PIPING SHALL NOT BE INSTALLED IN ROOMS DESIGNATED TO CONTAIN ELECTRICAL EQUIPMENT HE.OECTRCAL,IT, t,J E. DEHUMIDIFY/REHEAT COMIMNDS TO HVAC EQUIPMENT IMME APPUOUKE) ELEVATOR ROOMS)UNLESS SEYANGTHE RESPECTIVE ROOM.DUCTWORRAND PIPING SHALL NOTBE INSTALLED DIRECTLY OVER ELECTRICAL I J ECONOM112ER CONTROLS IWHERE APP.ICABLFI EQUIPMENT OR PANELS. U. STARTISTOR COMMANDS TO HVAC EQUIPMENT Q TIME OF DAY CONTROLS FOR MVAC EQUIPMENT GONG AN /1 L PRESS URE MONITORWG FOR BUILDINGS SPACES TF AD D9A eN V q. SPACE TEMPERATURE AND HUMIDITY MONITORING 1. TESTING,ADJUSTING,AND BAANCING ITAB)SMALL SE PERFORMED ON&_SCHEDULED EQUIPMENT AND DEVICES BEFORE ANY INSULATION IS Z M1. VENTILATION I.-I.ARE R MEASUMENTS APPLIED AND INCLUDE SUPPLY AIR.EXHAUST AIR,AND OUTDOOR AIR VALUES INDICATED FOR EACH SYSTEM.TO AGENCY SXALLEE A MEMBER I. MONITORING O EQUIPMENT OPERATIONS OF THE ASSOCIATED AIR BALANCE COUNCIL RAABQ OR THE NATIONAL ENVIRONMENTAL BALANCING BUREAU(NEBB). TQ k. SPACE TEMPERATURE AND HUMIDITY SETPOINT OVERRIDES 3. SURMITTHE TESTANDBALANCEREPORTTOTHEOWNERORARCHRER,ISAPPICABLF,FORAPPROVAL.REPORTSHALL INCLUDEAII y VUj j I. HVAC EQUIPMENT SURLY AR TGWERATURE AND HUMIDITY MONRORINL APPLICABLE AO AND HYDRAULIC BALANCING DATA AND PROVIDE A SUMMARY OF-INVENTS USED WITH LATEST CALIBRATION DATES. MPORTS SHALL BEAIL THE SEAL OF THE TAB SUPERVISOR IN CHARGE AND INCLUDE A WRITTEN GUARANTEETHAT ALL WORK WAS PERFORMED wO 1O. PROVIDE NATIVE BACNET COMPATIBLECONTROLLERS FDR ALL NEW AND EXISTING TO REMAIN HVAC EQUIPMENT. IN ACCNOANCE WITH THE CERTIFYING AGENCY STANDARDS. T. REDUCE ALL CUSTING TO REMAIN THERMOSTATS WITH NEW TEMPERATURE SENSORS. f.Ql)IPMEMR Z 1 12. PROVIDE TEMPERATURE AND HUMIDITY SPACE AND SUPPLY AIR TEMPERATURE SENSORS FOR ALL EM STING AND STING HVAC UNITS. L ALMECHANICAL EQUIPMENT AND ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS.CONTRACT OCUMNT DES,AND ALL APPLICABLE CODES AND P,EGULATIONS.COORDINATE EQUIPMENT CONNECTIONS AND REQUIRED CLEARANCES WITH W 131 PROVIDE BACIGG FT DAMMERS ON ALL EXHAUST AIR FANS AND OUTSIDE MR INTAKES. MANUFACTURERCERTIFIED DRAWINGS.PROVIDE DUCTWORK AND PIPING TRANSITIDNS,AS REQUIRED. z REINSULATEI PE PAR REFRIGERANT PIPING INSULATION WHERE INSULATI ON HAS BEEN DAMAGED OR COMPRESSED.APPLY A PVC JACKET TO 2. PROVIDE ACCESS PANELS FOR INSTALLATIONS IN WALLS AND CEILINGS,WHERE REQUIRED,TO SERVICE UAMPERS,VALVES,AND OTHER ALL REFRIGERNR INSULATION FDR PRDTERIDIN. CONCEALED MECHANICAL EQUIPMENT THAT REQUIRE ACCESS FDR ADJUSTMENT OR MAINTENANCE-ACCESS PANELS SHALL RETURNED OVER TO w 4 GENERAL CONTRACTOR FOR INSTALLATION. U 15, VENTILATIONCALCULATONS ARE PROVIDED IN EACH SECTION OF THI5 NARRATIVE TO DEMDNSTiUTF THE SCHEMATIC DESIGN PROVIDES r^ POSITIVE PRESSURIZATION FOR DLL 5- 3. ALL EQUIPMENT,PIPING,ETC.,SHALL BE SUPRORTED AS REQUIRED TO PROWOEA VIBRATION EPEE INSTALLATION. UV�AJ�V ALL EQUIPMENT AND PIPING INSULATION BE RATED WITH A MAXIMUM FLAME-SPREAD INDEX DF 25 AND A MAXIMUM SMOKEDEVELOPED INDEX OF co 50,AS REGULATED BY ASTM E-84,NFPA 255,OR UL 721, w n c Justin Digitally Signed MIDUHATCAL EQUIPMENTSHAALLSB PROVIDED WITH A DISCONNECT AND IN5TALLEO Y ME ELECTRICAL CONTALRAROR DUCALLY POWERED Z by Justin Tracy r Date:2023.05.22 ALL CONTROL WIREANOCONDUIT SHALL MITIHTHE NATIONALELECTRIC CODEAND DIVISION I6 REQUIREMENTS. Tracy w OY 16'20:47-04-00- ) COORDINATE LOCATION OF ALL GRACE MOUNTED MECHANICAL EQUIPMENT WITH ARCHITECTURAL AND/OR CIVIL PLANS,AS APPLICABLE.GRADE MOUNTED MECHANICAL EQUIPMENT TO BE INSTALLED LEVEL ON 4'THICK CONCRETE PAD THAT EXTENDS 4"FURTHER MAN ALL SIDES OF EQUIPMENT FOOTPRINT. i 8. FOR COW MOUNTED ROOFTOP EQUIPMENT,ROOF CURBS SHALL BE MARCOS WITH EQUIPMENT,UNLESS NOTED OTHERWISE.PROVIDE ROOF 1 M 0.1 OPENINGS AND ANY SUPPLEMENTAL STRUCTURE,AS NEEDED,TO LEVEL EQUIPMENT. 9. COORDINATE LOCATION OF ALL RON MOUNTED MECHANICAL EQUIPMENT WITH ARCHITECTURAL AND PLANS,AS APPLICABLE.ROOF MOUNTED SCALE.1N'=1'-I MECHANICAL EQUIPMENT SXAL BE INSTALLED LEVEL ON EQUIPMENT PPD,DIVERSITECH CUDLITE OR EQUAL,MAT EXTEND5 4"FURTHERTHAN I DRAWN BY;GW ALL SIDES OF EQUIPMENT FDOIPRINT WITH h"THICK NEOPRENE PADS IMINIMUM FOUR NO PER UNIT/. PROJECT NO:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SURE 106 CALABASAS,CA 91302 g 310.670.9149 wills@sheµae.IAm MECHANICAL ABBREVIATIONS MECHANICAL LEGEND AIC I ABOVE CEKING LBS POUNDS ssxxlrt�s[rgXras AG ABOVE GRADE LEVY LOW5IDEWALL ---- r-----j -STING BE REMOVED AHU AIR HANDLING UNIT LWT LEAVING WATER TEMPERATURE EASTINGDUCTWORNOREOUIPMENTTOREMAIN All MOVEFINISHEDOFLOOfl MAX MAXIMUM //-� ARCH ARCHITECTURAL MBH ONE THOUSAND BTU'S PER XOUR �12Xfi ASHRAE AMERICAN SOCIETY OF HEATING,REFRIGERATION, MECH MECHANICAL 12v6 2 NEWDUONS SHKINMEIGURE=SIDE SHOWN) D AIR CONDITIONING ENGINEERS MFR MANUFACTURER DIMENSIONSS OWN ARE CLEAR INSIDE DUCT REQUIREMENTS BFF BELOW FINISHED FLOOR MHP MOTOR HORSEPOWER BLDG BUILDING IN MUM DUCT UNDER POSITIVE PRESSURE BTUH BRITISH THERMAL UNITS PER HOUR MOD MOTOR OPERATED DAMPER Consulting Engineers CFCI CONTRACTOR FURNISHED AND INSTALLED NC NOISE EIIIIM ANORMALLY CLOSED DUCT UNDER NEGATIVE PRESSURE CFM CUBIC FEET PIR MINUTE NIC NOT IN CONTRACT 4197 Pte 1 HN Rd.,SIL12 100 CWG CEILING Nis NOT TO SCALE 1 � POSITIVE PRESSURE DUCT TURNING UP I1MIu1B,CA 3009E CO CLEANOUT GA IOUTSIDE ALR fp1770.G22.I27U (I)T0.6!2.22i1 COND CONDENSATE OC I ON CENTER 2 � NEGATIVEPRESSUREDUCT TURNING UP CRDCEILING RADIATION DAMPER OFCI 1 OWNER FURNISHED,CONTRACTOR INSTALLED CW CONDENSERWATER PC PUMPED CONDENSATE �"� PQSTDVE PRESSURE DUCT TURNING DOWN DS DECIBEL PD PRESSURE DROP V�—��I TI DEG DEGREE PH PHASE 1f1-y 7 Ly NEGATIVE PRESSURE DUCT TURNING DOWN DIA DIAMETER PIU POWERED NINDUCTIONUNITy DN DOWN RA RETURN R t IR 1 2 r�R—, RISE IN DUCT(ARROW INDICATE SAIRFLOWOIRECTION) DWG DRAWING (1) RELOCATED(EQUIPMENTI DPT DIFFERENTIAL PRESSURE TRANSMITTER RPM REVOLUTIONS PER MINUTE RTU ROOFTOP UNIT OROPIN DUCT(ARROW INDICATES AIRFLOW DIRECTION) (E) EXISTING EA EXHAUSTAIR OR EACH(AS gPPLICABLEI SA SUPPLY RIR J� EAT ENTERING AIR TEMPERATURE SEER SEASONAL ENERGY EFFICIENCY RATIO !�� TRANSTTIDN IDI DUCT,SQUARE TO SQUARE FER ENERGY EFFICIENCY RATIN G SL SOUNDLINING EF EXHAUSTFAN SMACNA SHEET METAL B AIR CONDITIONING 2TRANSITION IN DUCT,SOMME TO ROUND IERJ EXISTING TO BE REMOVED CONTRACTORS NATIONAL ASSOCIATION (ERR) EXISTING TO BE REMOVED ANORELOCATED SP I STATIC PRESSUREDUCT CAPPED AND SEALED ESP EXTERNAL STATIC PRESSURE SS ISTAIN LESS STEEL - 'F DEGREES FAHRENHEIT TYP I TYPICAL INTERNALLY LINED DUCT ♦11't}ra/T r FCU FAN COIL UNIT UH UNITHEATER ,XY 5'{ JQt`r FFE FINISHED FLOOR ELEVATION UL UNDERINRITER'SLABORATORIESSDUARE T.R.-ELBOW WITH TURNING VANES CaNIA FPM FEET PER MINUTE JON VNLESSOTHERWISE NOTED Iia77 FT FOOT OR FEET V VENT OR VOLTS APPLICABLE) - C VGAGAUGE VAV VARIABLE AIR VOLUME SQUARE THROAT ELBOW WRHOUT TURNING VANES GASFURNACE VoVOWME DAMPERGALLONS PER MINUTE VFD VARIABLE FFEOUENCY DRIVE FULL RADIUS ELBOWbTA HIGHASPOSSIBLE VIF VERIFYIN FIELD B DATV \XORSEPOWER VTR VENT THROUGH ROOF V C50EGREETAPWRHOUTBALANCINGDAMPER 'rr`P/p.L HIGH SIDE WALL W WASTE •TL�� /NU/L HW HOT WATER W/ yl 45 DEGREE TAP WITH BALANCING DAMPER HZ HERTZ WB WET BULB 0--m .L IN INCH OR INCHES WG WATER GAUGE CONICAL TAP WITHOUT BNANCING DAMPER HW KILOWATT I WPD WATER PRESSURE DROP LAT LEAVING AIR TEMPERATURE fl DIAh1 ETER SPIN-IN FU.QUT FITTING WITH BALANCING DAMPER AND SCOOP r FC FLEXIBLE DUCT CONNECTION -�•- =F= MVD MANUAL BALANCING DAMPER Atlantic Beach .Do COUNTERBALANCED BACKDRAFT DAMPER FD FIRE DAMPER Atlantic Beach Country Club FSD COMBINATION FIRE AND SMOKE DAMPER Phase I ConsWelvDocuments MmoRIZED DAMPER 1600 Selva Marina Drive �-� DD SUPPLY AIR DIFFUSER Atlantic Beach,Florida 32233 �rlT CG I RETURNAIRGRILLE REVISION NO. DATE DESCRIPTION O ROOM OR SPACE THERMOSTAT 1 12-0222 SD PRICING 2 0,2-1013 DO PRICING BB%CD 0 H ROOM OR SPACE HUMIOISTAT T 330.23 •052323 PERMITSET © CARBON DIOXIDE SENSOR O REMOTE ROOM OR SPACE TEMPERATURE SENSOR SO SMOKE DETECTOR,DUCT DR EQUIPMENT MOUNTED ry iW DIFFUSERIGRILLE AIR QUANTITY a TYPE DESIGNATION SYMBOL(IN CFM) EOUIPMENTTAG POINT OF CONNECTION,NEW TO EXISTING �1 POINT OF LIMIT OF DEMOLITION __%% ,W,^ V! Justin Digitally signed by z Justin Tracy w Tracy Date:2023.05.22 (D 16:21:56-04'00' J J U_Z z0 = a w w w f 2 IY Wm W Q z w U a Cn L7 LU B z LL 8 5 1 -M0.2 SCALE:la•-r-Ir DRAWN BY:CW PRDJECT NO.:2022-352 SHEPPHIRD VERTICAL VVANESINSUPPLYDUCITWORK ASSOCIATES RETURN ARCHITECTS 4 ENGINEERS DUCTZ MANUAL VOLUME DAMPER 26560 AGOURA ROAD,SUITE 106 FLEXIBLE DUCTWORK BE FLOORF•JMA CAlABA6AS,CA 91302 FOR EXACT SIZE TURNING VANES — OIFFVSERRUNOu>- A 310.670.9144 wi.sQshep-ae.cOm �• - Iriwr wcacsu MAIN DUCT FULL SIZE OF ORATE REFRIGERANT PIPES _177STRNGHT D3'40 HEEL R "'D aRANCH„VCT VERNC. RETURN AIR DUCT 0.AON5 BALANCI GOAMPER(BD.1 SUPPLY MYD WHERE INDICATED ON MOTORIZED CONTROL R.A GRILLE •' CEILING MAY BE USED ANYWHERE WHEREG, G.MINIMUMOFt MVO DAMPER W!20 VAC CEILING DUCT DIA FRDI MAIN DUCT ACTUATOR. Consulting Engineers SMOKE DETECTOR MAIN DUCT 411'PICawD1 Hill Rd.,Suite 200 WHERE APPUCABLEI .7 DUCT CONNECTION TO RETURN AIR GRILLE Ddmh,GA 3D[196 As• SGPPLY Ducr UP rO ATrlc .-NOSOrv.r s. L (p)7,0.61i.22A (1,7,0.622.127I LIBUCT W BRANCH DUCT (9'MIN.) SALAICINGDAMPERIEDJ WHEREINDICATED N2 ON DRAWING.MINIMUM OF I DUCT DIA FROM 45•CLINCHCOULAR f FANCOIL UNIT N ME SHALL BE AT LEAST MAIN DULY sUPPLY—� FLEgBLE CONNECTION THE IEAME512EASTHENI PLE M _ USEOMLYATIASTTAKEOFFOEFORE OUTLETSITHEN ONLYWHETE RETURN OR E%NAUST�-- EXTEND CONDENSATE GRAIN THE DRAIN PAN RECTANGULAR RUNOUTS ARE INOICATEO ON DRAWINGS TO FLOOR BRAIN COVER VENT WIIH HARDM AAE CLOTH MVO MVD FILTER ACCESS PITCH DOWN - MAIN DUCT TOWARD �_— TOWA r OA DUCT STEEL SUPPORT 4EPN OIIT� JrAL� IrOR4IN PPN _WHI4'MMJ BRANCH DUCT FLOOR RECTANGULAR BALANCING DAMPER IBD.)WHERE INGIOATED SECONDARYORAINPANI-1?DEEP83' rR5 MM1� ROUND / , ON DRAWING-MINIMUM OFIDDCT DIA. MVO MVO SA 111111tH LARGER THAN UNNIN ALL DIRECTIONS. FROM MN DUCT XAA•LlT7 13 T PROVOS FLOATSWNCHTOSHUTDOWN `ALS =moi UNIT UPON CONTACT CLOSURE. THEN ONLY WHERE ROUND RUNOIITB ARE INDICATED ON DRAWINGS FACTORY MI%0tG BO% OPEN DRAIN 11 VERTICAL FAN COIL UNIT B AIR HANDLING UNIT DRAIN TRAP 5 TYPICAL MAIN TO BRANCH DUCT CONNECTIONS G)DUCT CONSTRUCTION DETAIL ;yo srA I� -M91 12'=1'-0' -MB.1 M0.1 A�=AssAONAL 0a0`�. MAINTAIN I IMN.I ROD POSITIONING NUT STEEL ANGLE BLADE STOP. IIIIIIA CLEARANCE FROM HANDLE WBH SET SCREW BOLT TO OVCi WALL OR ANY OBSTRUCTION AUGN HANDLE WITH PAMPER -CLEARANCE—AROUND B ME MNNTAN 3fi'(MIN.)TDODUCT OUNCE IME WHEN GP-014KN A LOCU OUTDOOR UNIT IS LOCATED DIRECTLY N PALL INSULATION OVER FRONT OF DISCONNECT SPIN-NSUPPLY DUCT, TAPE AND SEAL AT DUCT 12'MAX. BEARING FIRING,BOLT SHELT METAL FLASHING MAN INSULATION EMTO CONUENSINGUNB CAPLOCATED 12'(MIN.) PROVIDE EXTENDED IDUCT TIE OFF TO STRUCTURE Beach OR HEAT PUTAP— ABOVEFNISHED ABOVE A ACTUATOR BHPPT m D SEAL PERIMETER WITH WITH EUPPLYDUU -SEE NTE r ROTATION YEAR SILX:ONE CAULK II (90 DEGI -SEE NO6 METAL BANG SUPPORT ! ENSURE BOLT50.EM SLA' z 0 INSTALLTHEMIN Atlantic Beach Country Club RS b RL FLOOR SLAB T STAND-CFF BRACNE1.BOLT OPP FROM BNNG CRO ARSON AY Phase 1 o Ducr - Construction Documents NYLON DRAW BPND SIZE ORTRANSRION TO 39'DU THREADED ROD STEEL CLAMP.BOLT TO FINISHED GRADE FLEXDUION MM WIEGRPl AROUND INNER 1600 Se va Marina Drive WSULATION MM.LENGTH J SPINJNT 0 F FORD W/MR MATCH FAN FLAN7� ADDITOALANTIPN 4'THICK HURRICANE CONCRETE PAD 6'0' LINER.TVP. 15 G0.STEEL GLADE (DNERSRELHTHEHURPJCANE PAO OR LIQUID LINEFILIER DRIER- TITUB'FLE%RIGHT 9D' SCOOP bOANPER TH.Dw ADDT IONALANTLSLIP Atlantic Beach,Florida 32233 APPROVED EOUALI.4'IARGER THAN LOCATE PER ELBOW. THREADED BOO, THRUTHE ROD EXTERNALINSULATION_ TYPA NOTES: OUTDOOR UNIT FOOTPRINT MANUFACTURER'S OPPOSED BLADE 1. DAMPERS FOR ROUND DUCTS SHALL BE SIMILAR SOME DAMPER SHOWN ABOVE. REVISION RECOMMENDATION � NO PER(O.B.DJ,BEE T43ARTYPE SUSPENDED { 2. ENSURE THAT FULL 90'DAMPER BLADE MOVEMENT IS UNORSTRUCTED. N0. DATE DESCRIPTION O CEILING I 3, FOR DUCT HEIGHTS MORE THAN IS,PROVIDE FACTORYFABRILATEO OPPOSED BLADE DAMPERS NI MMNTAIN3P TCIEARANCEO MRMCESIDEOFALLOUTDOORUNRSORMINIMUMAS 1 12-02-22 BD PRICING ...............VIII, _AUS" FPN 2 OR-1623 OD PRICING RECOMMENDEDBYTHEMANUFACTURER. CEILING 3 0330.23 90%CD 2. IFREOUIREO BY LOCAL CODE.SECURE UNIT TO CONCRETE PAD PER MANUFACTURER'S •LAY-IN SUPPLY NR 4 O i_-PERMIT SET RECOMMENDATIONS. DIFFUSERWI aTCKORAFr 2 MANUAL SINGLE BLADE BALANCING DAMPER DETAIL - 9. SEA_SPACE BETWEEN PIPING AND FLASHING CAP WEATHER TIGHT WITH E%PANDING ROUND DNAPER IN FPN 80X -MO.1 N.T S. FOAM INSULATION. NECK 6 0.3.0. 4. ALL REFRIGERANT LINE SET PENETRATIONS$HALL BE LOCATED AT THE SAME ELEVATION NOTEB. AROUND THE BUILDING. 1. INSTALLATION IS SIMILAR FOR LINEAR SLOT DIFFUSERS AND DIFFUSERS INSTALLED IN 5. Afl ELECTRICAL SAFETY DISCONNECTS SMALL BE LOCATED AT THE SAME ELEVATION GYPSUM CEILING. �15'MNC AAOUNDTY.EBULOINGICOORDINATEWRHELECTRIC4 CONTRACTOR, 2. PROVIDE MANUAL REMOTE DAMPER CONTROLLERS FOR BALANCING DAMPER OPERATORS PRO VIDEDOUBLENUTSWTTH fi. AS AN ALTERNATE TO THE SHEET METAL FLASHING CAP.PROVIDETHE TITAN OUTLET AS INS LED ABOVE NON-ACCESSIBLE CEILINGS OR AREAS.YOUNG MODEL 120DF5 WI YOUNG LOCK ASHERATTOP& GRILLE MANUFACTURED S—REX MODEL 301-FS CONCEALED CUP AND COVER OR APPROVED EQUAL BOTTOM OF FLANG r-15'MAX 12 GRADE MOUNTED OUTDOOR UNIT 9 SUPPLY AIR DIFFUSER DETAIL 6 CEILING EXHAUST FAN DETAIL 0. 1r=1'-m -MD.1 12'=r-D• 440. I2'=t•-D° W OR 9ICE NEW EQUIPMENT AO• 30°MAX S AW FLOW J Q Digitally signed by 20•MAX_�, F—w•M,ix Justin JustinTracy W Tracy Date:2023.05.22 0 16:21:1 S-04'00' PLAN OR SIDE VIEW JJ NOT ' 1. UNLESS OTHERW ISE INpCATED ON PIMMPXI .ANGLES S, MUMSHOWN SMALLAP < Z 3 TCAL DUCT ENLARGEMENT/REDUCTION TRANSITION 1 M0.1 N.TYPI.s. U THREADED ROD-COANECT TO —C—ABOVE-TYP. cj C NEOPRENEHANGNG ISOLATOR fTT'P.OF 44 W 4h Z 1'MW.ONToi W r 1'fAN.ON TOP AND ANO U tN-LINE FAN BOTTOM BOITDTA ADJUSTABLE WIGN.B H AIAIDU ELBOW WIN DUCT IOTX,BUT MIN. I/1't RINGSw 4 45 5° Z MANTUTFICTUREIRn DAMPER WN20 VASO 1 PF—R—DIMENSIONE OUCT-SSUPPL ILL PROVIDE CONTROL EQU LL REDD OACTUATOR. Y BERANCH DUCT CT AIRFLO ED ALTO LI—CH TRANSITION(TVP-OF 2) W REDO BRANCHDUCi SEAL ALL DIA. SEALALL. i FLEJtIBLE ON AROUND AROUND— OF ROUND OF 21 1 M C■10 P. 10 SCALE I. INLINE EXHAUST FAN 4 TYPICAL BRANCH TAKE-OFF FITTING -DRAWN BY:CW N 1z'=F-o- -M0.1 NT.s. PROJECT NO.:2022352 pohHS Llai:AHUICUa sequence dopuanon:AHU/CAB SHEPPHIRD •m^ P °p aN� ASSOCIATES BURmns aamm.non svitxn mlenaw: TheBuilain¢amom.non system leAsi mauiena ma=«vdler o=wpiee Bw.::,Mommq wain.pprpre-coal,anipieelun«wpiee ane Xa.vcoolmme:.rta BAs isnot present,« ARCHITECTS+ENGINEERS mmin,c.IaE Ian with Ne BAS Ne cwmdler man.peml<using Ie 11 mines ane setpdim. 26560 AGWRA ROAD,SUfTE 106 CALABASAS,CA 91302 l7<apied: md 310.670.9144 wil.s@shap-ae.com _ DuringpperiII,ls,the supply tan snail can continuously and Ne mixed air da,mall open to maintain minimum-.1....requirements.ThefaV damper shall modulate Cy iFF traddng Ne mixed air dampers. I< — X x t Theo%cooling antl Ne elettric M1eal shall wnlrolto maintain Ne active distliarge air temperature setpdnt.lf econm,inng is enadea,[M1e oump«air or mired air dampers shell modulatem TT�cwox ga _ ° ` maintain the dSchaRea Imperatore setpdn and Ne relief art damper mall lradd Um mixed air dampen.The d,ld ge airtemperalure Wtpant snail be dynamically reset based W the o c a i i $ devianm tactual ipatt«mperalure fruit-.-1 space lempemwre zetp6i If Ne d1l.n.air temperature sense fa Ith.It c nngadNe elecln=heat shall control to m.inuin Ne seuxnacn-exmaes .Rive.......mperaturersetpdnt and en alarm shall annunciate A the W.If Ne discharge air lemperecure sensor and me span[empenture sensor fail,Ne DX=oiling and demnc neat shall EI III—and an alarm fi.0 anmmti.te.1 Ne BAs. o Unoccupied: iSOft s Ween Ne space temperature is below lM1e sn0 ft,l heating setpdnt of 60.0 deg.F ladj.)Ne supply ran shall star[,III I—&air damper 9ia11 remain domed and 11119heat shah bit G e'eaMed.When Ne space temperature rises abwe Ne un«cupiea hearing zespoint of 60.0 deg.F ladl.l plus Ne unoccupied dil(erential of 4.0 deg.F Iaai.j[he supply fan shall stopand Ne tindee aisadea. nPliwypaTEOTION Law Wnen Ne spar perature is above Ne cunocwp(etl oding setpdnt d.1 It deg.F ladj Ne supply tan shall start,the outside air damper shall open if econamrzing iz enadla and remaindomedHeconOmizing is disabled and Ne DX—IU-11 be enabled.When hespac Impera / OIL l 4 NG T PEM RE d 4.0 tleq.F ladj.l Ne supply fan shah stop,Ne D%cooling snail be disabled and Ne oulsitle air damper snail dose. Consulting Engineers aw TEwPEBATwE optima(stare 417'Pleamnl Hit Rd.,Swire 200 sTAtus The BAS shall mmil«Ne sNMuletl«.spied lime,«-pied space setpoints ane space temcendure to calMale when Ne optimal rtart«cars. 2.2270 GA)770. ip)ii0.622.22i0 (n T.11.G22 2277 Wil—Slap: wi The BAS mill monh0r Nesrneeuled un«wpiedtime,. piedsetpdms mid space lempereture to calwlate when NI Lptimal stop occurs.-In Ne.panel stop Idd.is.Rive Nesnit S .—dr—hat mainlain the spare temperature t.the spare temperaturedol.Outside air d—shall remain a.1d.t.provide minimum ventilation. ora 0ccipled Bypass: TEawaaUNBE LOOM Tne BAS shall monitor Ne status d Ne ON antl CANCEL buttons of the space temperawre sensor.When an Dmpied bypass request(s rere(vetl from a space sensor,Ne unit shat!lranzinon from un PAMPER cOMwwO its wnenl Dcwp—mode m occupied bypass mode antl the d,ic shall mainlain Ne space Iempemture m the«espied zecpdnts la M. uR RFiwilvE xuwpm tout HIWCo01 Mod.: NTm Ne space lempuature rises abwe Ne occspiedco.ling semdnl the mode mallirenzilion to coaling.Ween Ne space[empera[uretalls beloom Ne ocwlned healing setpdnt Ne mode WBTFMPEW.TInE LOOaL Nalt transitionmhearing.When the space lempera[ure iz above Ne«wpietl coding secp0int abelow the«cupied healing setpoim the mode snail remain in its last state.Il the space wWUG can 1EMPERnTURE tau empemlme serwor tails lM1e mode snail remain in its last nate and an alarm shall annundate d me BAS.If Ne local and commuduted setpdn[s fail Ne conirol,eT shall Nsade the supply Ian Id an alarm mall annunnate at Ne BAS. COMadavo M.r 1J,Mode: Anuli PLOW Loc.[ During optimal start,if 11111—1—iz Eetow Ne.«,peri healings,PAItamiming warm up mode shall E..Rivaled.Ween rooming warmup iz idtiated Ne unitshall evade Ne uR PANSPffn wTPvrepswW heating andfanlsl.The,rrtside air damper man remain dosed.When Nespace temperature reaNes she cooped heating setpain[laaj.),lheud[zh.IIU s.t.Neocwpied mode. cstl...........f. uR FAN START SOP El D.yrime Warm-up eonvd: 1JS�VNCENSP Am OAAPEB COMMAxp During Occupied periods,when Ne spacetemperature isbelowIt Dry[ime Warm-tip lth,desetpdm,adaylimewahm I&equenremdl Ee.RivalM.Theoutmillt damper manmoddale do Na. wnmxdnnv Lout ntilation requirements,and the heating shall enable to mainlain Ne discharge air t¢mperawre M1e#mq setpoint.Daytime Wamrup shall terminate whin Ne average space emDemtura reaches the Occupied nearing selpmnl. i Pre-Cool Mode: wnipsPE�bout Oaring optimal scan,if the space temperalveis abwe the octupiId-.ting selpmnt,pre [nndeshAl be activated."apre.codI,initialed the unitll enable Ne tan and coding or wpOAFg32�ORt lOmt°ox lir.The Mside airdamper shall remain dash.unless econanrzing.When Ne spacetemperature rea=hez«copied cooling setpdntlad).i,Ne unit shall Vansi[im to the«coped OVAL _ mme.m� soon 1. Sa � � Ecmwmizer Mode: ENABLE 01sid.air JOA)autilpyshall I,IpwiN Retum nr 1.)-n P,point.The I..n....mall enable Mien OA enNalpy is leis Nan RA enlhaipy 2.0 BTU11B.TM1e economixtt nwruRE stmOlnr CacAi mall disable ween OA 1111 greater Nan RA.nth.lpy. NuumTV LOUL OPERATION:NTen ec.nomidng isevbled and Ne unit is o angio the coding mode,lne ecmomixer damper shall be modulated b tI its minimum pwinon antl It.to maintain Ne — urs!Loma lasF4L space cempemlure setpdnt.The ec0nunixer tlartper Shall..dints...w..d minimum position in Ne event Ne mixed airtemperature falls below Nelow temperetur.limit seteinq. rax sPEEOcsnaMuo 0ccuped H..Id.,con-E PAN SAm SOP COMMwO 9 space rNative hardily E,greater ON,sox Pd).),N.Ox o ,.g mall[.nerd m maintain space r6=,,hmmdily ld,p nt d 50%(Idj.)antl the dean=neat still can—to mdntam Ne Adjinticie ach di-,ti-SIair tempenlure ulp.inl.Mode shall terminate when lite scare relative M1umidrty falls bebw the rdanve humidity se[point a1 sax latlj.l minus J%laa1.1.If Ne space relative humidity Pu+sTATUs mr fails Ne denumidifi—l-sequence shall be lermin.letl antl an alarm snail annunciate at the BAS. OSECTmmm� - Discharge 4ir Temperrture Rene[Co,rtr.l: �T.NBTATE Dcw dC.onn a rgeadr Atlantic Beach Country Club Thedpece Temperature BAS,Occupied Xea[ing setpdnt, pie gsetpoim,and[he Heal Cool Mode mall be commudcateO to Ne amt cmttdlerb h BAS.The dacha Phase 1 cO.LwGbETPO.o .mperature shalt be reset based upon the it N ti.n Df space Temperature BAS tram the appmpn.te mode setpoinl sle d by the Im-ler.Ween the can f«cooling«Ne call roc hearing is needetl,Ne unitfiallcmtrd to.neutral seWI1 ved from Ne wniroller usingaliaetl tleadband temperature ol(set.Also,Ne BAs mall wemide Nis resat lumtim whenever wtdos Construction Documents I,Ewnx°snvmNs Dew pdnc iz Mgher Nan 60.0 deg.F ledj.)or indoor humidity ImeasurM at a,of[antral)iz higher Nan IN RH ladj.).H the discharge air temperature drops ti caw the minimum limit,a w lemperewre alarm N.n.nm ,N.and Ne unitman and down.XNe diirnarge.11 -'1'ahweanem.Amumhm0,.hill,temperelure dorm man annmi=ide. 1600 Selva Manna Ddve RE�tu�Lwy La,TaaTPpINT supply Fan: AtlanI Beach,Florida 32233 Thesupply fan shall be off in Ne un«copied..I.The supplyfan N.It be an it Neo 1.11s heating or codingmNeuno1adai..I.--the cure I,n(n the occupietl mode,Ne REVISION U1NT supply fan 1hill.pemt.continuously. NO. DATE DESCRIPTION PAqu T Building Pressure Comrol IRalid Air): I i 12-02-22 i SD PRICING 2W-23r DDPRICING Ween Ne supply fan is mooing ane Ne measured V..smnc pressure is greater Nan Ne spare ld...IIW.C.latlj.),Ne relief air damper..It motlulate men la mmntain Ne 3 0330.23 .%CD sL�PDINi spare static pressure.[setpdnt.Ween Ne measured space i[a[ic presvre falU bNw zItpo by0.0311.W.C.ladj.l,Ne relief air damps Nall modulate dosetl.If lM1e space s[aUc prnwre OS23-23 PERMIT SET or fails,Ne rebel air damper shall mo0ulne proportionally MN Ne outdo«efr damps pwitlm if Ne oRdom atr damper opens greater Nan 25x ladj.).Ir Ne relief/an rails to prove status I� °gym roc 3o seconds laaj.L meran roan h.=ommamed dl ane an alarm mdl.nnpnd.te ac me ons. 1x.d At,Low LImIC I inti al damper opening roe NMI 1 limited to 2x per minute 1l until Ne damper Was reached its minimum vennlalion posinoN The ou,de.(r damper roan modulate m a poi nm less I—m<mmimnm camper pminanumemixea atr eemperewre drops belwy 50.0 deg.Plae1.).nmeimxea at,cemperewre s.nsor lens en alarm sndl anminRam It me rias ane ma oars;de av romper roan 1—to IhI minimum pwnson. Justin byJu5tinTally rned by Justin Tracy eanaen:al.oy.mow M.dmr+ns: Date:2023.05.22 HNecandemalelevelreachesNeoippdm,awndenvteoverllowdiagn0sticzhallannundneat[heBAS.TopreventNemnaensatedrainpanlromomth0wingaIdcauzingwaterd-lij,0 Tracy the Edtag Ne fan mall W dsabled and the Dx mdmg flan b<di I,Ie. 16:21:03-04'00' Famr slams: ANHerent'presive sMtd,Oran.—IdrNe dfferentialpressve across Ne fitterlsl when ine fan is mooing.Il Nehawes during mind opmdma dnyfiller alum man an,unnale LL at the W. Q Smoke DO.Rar Shutdown: t'J,IJ meant shall Nut gown in response toadinal from Ne smoke OetectormNcaling lM1e presence dsm�ke.ThesmMe de[edorfiall Ee iirteriodzed ld Ne unit lh Id,Ne drycmtans d Ne smoke tlelenor.Amanual reset o(Ue smoke dtteRor shall be required to restart IhI snit. Z W V BAS COM(SFT) BAS COM(SFT) Z RLF DPR(AO) SPP(AI) RAT(AI)RAH(AI) Z 0 r Q a =a RLF Imo' U W d I � O W Z W " ff O r I OAH(AI)OPwD(AO) RAD(AO) MAT(AI) T(AI) RH LLAT(AI) SAF(BI) (AI) DAT(AI) SA SD(HDW) d 0 i d i 8 OA DA H BT^y LL O CMP1(BO) HT1(En) SA HUM(AI) FIL(BCND OVRFI) CMP2 HT2(BO) 1 M 0.L 0 RFL(BIJ HT3(BO) 5 (AOJ SAF(50) Flow Diagram: AHU/CU-8 DRAWN BY:CW PROJECT No:2022-352 SHEPPHIRD SPLIT SYSTEM AIR CONDITIONING WITH ELECTRIC HEAT SCHEDULE + ASSOCIATES DESIGN CONDITION ARCHITECTS+ENGINEERS INDOOR UNIT OX COOLING CAPACITY HOT G45 REHEAT ELECTRIC NEAT LOGTION:AT.ANDC BEACH,FL MAW( SERVICE WEIGHT TITANS MODEL NOTES CALAASAS,CA 9130 SUITE 706 (INOOOR/OUTDOOR) SUPPLY OUTDOOR ESP FAN MOTOR TOTAL SENSIBLE EAT EAT IAT EER TOTAL LAT KW' STEPS (LBS) (INDOORICOOLING COIL IIF APPLICABLE)I OUTDOOR) CAIABASA5,CA 973677 WEATHER DATA:MAYPORT NAF,FL (CFM) (CFM) (IN WCI INP) B.eHI (MRN) (OB'FI 4NB'F) (DRIWB•F) (MBH) (DB'F) �2OBV (INDOORIOUTOOOR) LAT:30.400N LONG:8T.41]W CUMATEZ0NE:2A 1200n45B a,4,5ST,89.t0tt U?1?td,ts 310.870.9144 (MILS EhePae.Com 1.150 77!1 50.fi:50.I SUMMER DESIGN CONDITION DRY BULB2WET BULB(O.4%):93.4177.0 WINTER DESIGN CONDITION DRY BUL6199.6%):31.6 - _ •^ pNvlr+Lawm SUMMER DESIGN INDOOR BULIMM:7515D% WINTER DESIGN INDOOR BULK 70 BAS IS OF DESIGN'.MON s.Nv-+rto*s Fx4rtTv6 RASED ON 2021 A5HRAE HANDBOOK FUNDAMENTALS ACCEPTABLE EQUALS.TRAHE CARRIER,DANUH.CF=_ENKECK r A.R REOOLING E01 PROLARAND EFFICIENCY HAT"'I'll ON OOR AND IRTOR SVETF111-T n PPLY AI ARRI VUUES EOR E MAHUF-11111 OUI RECOMMENDATIONS MT NTIO 95'F.HEATING LAPALITV B45ED On gTNOOR unN EAi OF an'F.PROVIDED WIM TXT'.AS NEEDED.TO MEET SCHEDULED EFFICIEncIES - DN P T DRETURN LINES PER MANUFACTURERS RECOMMNpnTDONS. \ \J D.CONDENSATEPIPINo TO BE SIZEDBASEO On UNIT 11MICTION.TRAPPED.-111 01 PER PLANS. (' FIRKTUDED WITH...'"R AL RUNT.PROVIDE ELECTRICD15CCNNECTFIRGLTDDDIRUNITTOBEINSTILLEDBYPUBC-CALCONTRACTOR.REFERTOELECTRICALPLAHEFOR VOLTAGEAND PHASE, Consulting Engineers < ILTER MONITOR 6 ALARM,CONDENSATE OVERFLOW SWITCH.SS OHUN PAN,1I16LE POINT POWER CUNNECTION,100% CA WEATHER HOOD WI ALUMINUM FlLTERS. 419',Pleasant Hill Rd.,SMile 200 G FRm9GEDNITH CINNICISE HEATER HARD START CAPACITOR AND RELAY Duluth,GA 30096 (p)770.622.2270 0)770.622.227 1 1 PROVIDE DOC 2 LAT IS MEASUREIAT COIL OISCKARGE. UNIT ROM STANu. A ONT 1 ER.CCORQDnATEWTHTHECONTROLCCNTRACOR R 0 EVAPORATOR FREEZESTAT A dLO 2111RINSUFPLI IFDUCTWCRK SHALLPROVIDE UMTBHUTOOAN ON DETELTOHOF SMOI�_ OWOE AIRSIDE BOMOM2ERC-FROLS INCLUDING IECC COMPMANT HIGH LIMIT CUTOFF AND FAULT DETECTION AND DIAGNOSTICS SYSTEM. NGDAMPERSSHALLBELOWLE4KAGE(LESSTIVN1%)PfULLELBLADEWLTHNEOPRENESEALSANDNVOLTACNA 1,WLTHRAINHODD. s IXAPRESSORSS-BEDIGTALSCROLLTTPE. 1 0 NITS SHALL PROVIDE VARIABLE COOLING CAPACITY. 11 10TORS ARE PREMIUM EFFICIENCY SHEETS FOR VOLTAGEANDPRASE. t OE CON.NSERCOIL HIL GUARDS 15 P-1 11L. N E-COATNG. YtAx�(liZ t BltT,- MODULATING HOT GAS REHEAT. `<�,JS TCpN 2)-••'Cj, y SE, No. 77 i - AHU/CU-8 FAN SCHEDULE (NBLRI'LEUE - NOMI B tDxT� M � MPRH SERVICE TYPE CFM LIN YV MA%RPM MAX HP DRIVE BASIS OF DESIGN:GREENHEGN NOTES ,�''SSTONAL1 Ea0 Axx`` 1.COMPLIMICE CALCULATIONS PROVIDED ARE IN ACCORDANCE WITH THE 2D1B IMC,CHAPTER 4 REQUIREMENTS I I I I11 2.ZONE POPULATION IS BASED UPON EITHER THE POPULATION DENSITY LISTED IN TABLE 4033.IT OR THE ESTIMATED ACTUAL POPULATION BASED UPON THE ZONE FURNITURE LAYOUTS EF6 RCSTROOMS AND WA TER HEATER CLOSET VILINE 11C0.5• IFVG 05' VD VARIMI F OFFI ABBREVIATIONS A2=ZONEFLOOR AREA(SFT THE NET OCCUPIABLE FLOOR AREA FOR THE SPACE OR SPACES IN THE ZONE CSCR•CEILING SUPPLY,CEILING RETURN Pi=ZONE POPULATION:THE NUMBER OF PEOPLE IN THE SPACE OR SPACES IN THE ZONE CFS-CEILING OR FLOOR SUPPLY BASIS OF DESIGN:GPEENHECK Rp=PEOPLE OUTDOOR RATE:THE OUTDOOR AIRFLOW RATE REQUIRED PER PERSON FROM TABLE 403.3.1.1 CFSFR CEILING OR FLOOR SUPPLY AND FLOOR RETURN APPROVED EQUALS.PE N1.COOK Ra=AREA OUTDOOR NR RATE:THE OUTDOOR AIRFLOW RATE REOUIRED PER UNIT AREA FROM TABLE 403.3.1.1 FSM-FLOOR SUPPLY AND CEILING RETURN -=BREATHINGZONEOLTDOORIRFLON(Rp'PexRa ' - NO1FS E-ZONE AIR DISTRIBUTION EFFECTIVENESS FROM TABLE403.3.1.1.1.2 EA-EXHAUSTAIR CAISHEETSFORVOLTAGEARDFHASE. Vu=ZONE OUTDOOR NR FLOW(w ) SA-SUPPLYAIR 3.MANUTACTURERPROVIDEDDISCONNEC. VID PRIMARY AIRFLOW(LOWEST EXPECTEDPRIMARY AIRFLOW'PD ZONEWHILE OCCUPIEDI OA-OUTDOOR AIR 3.BACKDRAPTDAMPER Atlantic Beach Country Club Zp=PRIMARY OUTDOOR AIR FRADTDN(VOTI ) .11-0 111-M SUPPORTS. V=SYSTEM VENTILATION EF FICIENCY FROM TABLE 403.3.1.1.23.2 LLER Phase D=OCCUPANCYDIVEEs-THE RATIO BE THE SYSTEM POPULATION TOTHE SUM OF THE ZIHrt POPULATIONS 6.TIME CLOCK Construction Documents Ps=SYSTEM POPULATION:THETOTAL NUMBER OCCUPANTS IN THE AREA SERVED BY THE SYSTEM - 1600 Salva Manna Olive V: UNCORRECTED OUTDOOR NR INTAKE Atlantic Beach, Dnda 32233 VOI=SYSTEM OUTDOORAIRFLOW _ SYSTEM PARAMETERS LOUVER SCHEDULE Bos cFM REVISION CALCULATION:HEATING PS• 39 MAX Zp= O36 _ FAEA i NO. DATE DESCRIPTION Pi(TOTAL) 4D EV= D]9 MARK SERVICE WROTH EIGHT A� yTy� B 5OF DESIGN NOTES 1 12-02-22'50 PRICING OA INTAKE FLOW RATE REQUIRED fftT CFM IT 090 DWI HUNT ISO.Ff.I ] 0031423 OD PRICING 0.23 g0%CO OA FLOW RATE PROVIDED: 1.150 CFM - D536D '1 OS2Y23 PERMIT SET VP2 Total= AS.. CFM WL-11 AHVA 07701E 5.3 STATIONARY 1,2 MEETS COMPLIANCE SPACE UIETARLS : ITS RESTROOM EXHAUST I6 ES16350 11 ZONE OR SPACE DETNLS ROOM NAME OR NUMBER OCCUPANCY CLASSUICATION I N RDI R6 yy ZONE AIR Voz Vis Zy DISTRIBUTION TYPE 150-RECEPTION RECEPTIONAREAS 149 5 5 0.08 34 HEATING-CSCR 42 290 GAS BASIS OF DESIGN:GREENHECK 154-EXERCISE ROOM HEALTH CLUDWEIGHT ROOM I.- 12 20 0.06 311 HEATING-CSCR 3B9 1,3E0 0.29 ! ACCEPTABLE EOUALS RUSIN.POTTORFF 152-RESTROOM TOLIET ROOMS-PUBLIC 116 0 C 0 O HEATING-CSCR 0.8 0 100 0.00 153RESTROOM TOLIET ROOMS-PUBLIC 152 0 0 0 O HEATING-CSCR 0.8 0 I 100 0.00 51-GROUP FITNESS HEALTH CLUBIAREORICS ROOM 671 15 20 DOS SIC HEATING CSCR 0.8 425 1,200 0.35 160-YOUTH GYM.STADIUM.ARENA AREA) 578 0 0 IS 173 HEATING-CSRi 0.8 2177 . 600 0.36 EACH ICUVN TO OE AT LEAST ZO%LESS THAN BEGINNING POINT OF TESTED Y.'ATER PENETRATION VELOCITY IN ACCOR.ANCE O11A-UNISEX RESTRO[MR TOUET ROOMS-PUBLIC 49 0 0 0 HEATING-CSCR De 0 50 SO. WITH AMCv.SBOL WATER PENETRATION TURD AIR PERFORMANCE TESTING REQUIREMENTS AID AMCA 511. 56-CHAD. RECEPTION AREAS ZD. USE 40 HEATING-CSCR 0.. E9 200 S.S. 4111-LTHERAPY OFFICE SPACE S4 5 HEATING-CSC0. 0.8 13 10. 0.13 0 0 006 0 W E,nENDED 5DLL J 2 MIAMHORDEAPPIROVEDLwvER EXHAUAIRST BUILDING VAC O""' Q ROOM CFM AREA EQUIPMENTAR GEM W SF) 152-RESTROOM 100 AHUA 2 15}RESTROOM 1.. 2912 AIR DISTRIBUTION DEVICES SCHEDULE U O11A-UNISEX RESTROOM 50 I r^ MARK SERVILE FACEEZ NECK SIZE NC BASIS OF DESIGN NOTES VJ TOTAL EXHAUST CFM: 1 250 1 TOTAL OUTBIDS AIR CFM:1 111. J A SUPPLY 24'x24' SEE DWGS TTFUSTMS-AA 1,2 �I AIR BALANCE CFM 900 BDILDINGOUTSIDENR B SUPPLY 12112' SEE DWGS <25 TIT..-.-AA 1.2 (OUTSIDE AIR-EXHAUST NR) L RETURN 4'x 2I' SEE OWLS =25 TITUSSOF 1,2 D EXHAUST 12-x12SEE DIGS -25 TNSSOF 11 A ELECTRIC HEATER SCHEDULE E RETURN 24•.IB• BEEDIGB 425 TITUS MEL 1,2 mi=l _ 1U1 CAPACITY UMBERW OF MARK SERVICE TWE 208V NSTAGES MODEL NOTES BASIS OF DESIGN:ITUS G KW) EWX116544 ACCEPTABLE EQUALS:PRLE.NNLOR.TUTTLE IT BARLEY.METALIRE DIUGE W 17-JDigitally signed ustin by Justin Tracy A NFACE AND NECK SIZES ARE NOMINAL DIMENSIONS.ACTUAL DIMENDDNS WALL BE WRIHEDWTN MANUFACTURE'S LnERAn1RE- Z a ACCEPTABLE EOuaLS:MYWPLL.IrvDECtO.BERKO,MARLEv B. NCVALUESAREBASEDUPONNAI-MLPN HOWNCIPROORPLAN5. W TracyDate:2023.05.22 NEGESIZESHAUSFFULLSIDEOFLONNECTIMGWLIN'ORK REFERTO FLOOR PLAN FOR I- 16:21:35-04'00' U)A HE �v�1 '] ERTO BE PROVIDED WITH THERRMN OOVERLOAD PROIEGTON FDNISHTO BE APPROVED ev ARCHIECT P-IIE NANUFACTURER NH _ B NaT05: LIE STROP FlNISH IF NOT OTHERWISE SPECIFIED. U/J C PROVIDEDWTHELECRDCI.DISCCNNECT.REFERTO ELECTRICI PLANS FOR VOLTAGEANO PHASE 2 ALUMINUM CONSTRUCDOry W _ 1 PROVOEDWITHISNTEGRITHERMOSTAT 1 -M0.30 SCALE:Iw=T-v DRAWN BY:CW PROJECT NO.:2622352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 106 COMcheck Software Version COMcheckWeb CALABASAS,CA 91302 www IVMechanical Compliance Certificate e 310.670.91" wio.B@BnBpBB.BBm Project Irtrormatlan s.cmrcrs.awwexns 2020'1.—..1-9 Cube.Enesgy CPnserva0m nolM TCntr oratlm NlanNc Beach,Fiwitla - -JP Type: ANera4an comwman sne: owaerlaeaa6 oe:Daerrcbntaaer '// �� MecNanlcal Sy51xtn5 List QPantl 5YIIumTvp Rp.aeflPaPn Consulting Engineers l nRu2u-B INWtiwe•zone): 419:PI—t Hill Rd.,Style 200 ea0�g:l earn-cenval fuw.,<e,Flermr.CaparW=las keelm Dnlpth,GA 30095 �m-swa syzrem.�rapmic�o'°=iaD�etwvr6T.eodm ewwmsv.ar eammae. (p)770.612.210 (1)7,0.622.22,1 �RoposeE FffirienrY-11.]0 FE0.Rep,tlrM EER Iffid cy-11.00 fan sylt :'AN s-2 C—A.bef(arake Hv amplan aficieny metrod)?FauezR 16 *.Corston vwume.x001 CFN,d.0 mato-name 1M.3.6 aezgn brace hP(2.6.1 BNPI.1.00 tan M"MrIlol Compliance Sta Ift [pnyNaace Statement:me propaseD meNaniral abentbn Dmhea rewtsemed b Mrs document n consistent w[n the Iuilaing nz specifKatiors,and wherrabuunons smmmen wish Nk pe�mitappeasi0a.me prownea me<nanical systems have been despneb to meet tne2010 fbri0a BUIUng CoOe.E�elgy Cnnsmat'wn regmema,ss m CORcnttk Veizion CMI<he<kwM an0 to wy wM any alrylicable mo�tlatay re0a�ren�.vsss Iisee n the lapeclim Uaklbi. Chris Wpnq-Merhaniml Engineer _': 03131 2023 13 Islfsr2 y'CBNs�CJ-waw STA G FC OR 19* 'aa ss2ONAL B�yO a. Ar dijitic 655 Repan mre:B3nea3 r11111t Beach Justin Digitally signed by Justin Tracy Atlantic Beach Country Club Tracy Date:2023.05.22 Phase 1 16:20:11-04'00' Construction Documents 1600 Selva Marina Drive Atlantic Beach,Florida 32233 REVISION NO. DATE DESCRIPTION R31 12-02 22- 50 PRICING 1102 3 DD PRICING 0330.23 00%CD 012329 PERMIT SET Y U W U O U J Q U Z a U LU H Z U U) W Z U- 1 -MO.40 -1 -M0.40 BCNE: DRAWN BY:CW c PROJECTNO2021-352 SHEPPHIRD ASSOCIATES GENERAL NOTES ARCHITECTS+ENGINEERS 26560 AG W RA RDAD,SUITE 106 1. CONSTRUCTION DOCUMENTS ARE BASED UPON A FIELD E%AMNATION OF THE SITE AND CAIABASAS,CA 91382 AVAILABLE EX15TING BUIIDIN G PLANS,AND THEREFORE,MAY NOT INDICATE ALL 8310.670.9144 Ndl.s@shep-ae.00111 EXISTING ITEMS AND 5ITE CONDITIONS.THE CONTRACTOR SHALL VISIT THE SITE AND nm.s it BECOME FNNLIM WITH THE WORK AREAS AND SCOPE OF WORK OF THE PROJECT _ PRIOR TO DID,ADDITIONALLY,PRIOR TO THE ORDERING OR PURCHASING OF ANY - EQUIPMENT OR MATERIALS AND PRIOR TOTHE INSTALLATION OF ANY NEW WORK,THE CONTRACTORSHALLEXAMNETHEPREMSESOFVMERETHEWORI(WILL BE DONE AND s.srtoTrtc+s.c.w�cros VERIFY IF FASTING CONDITIONS WILL IN ANY MANNER AFFECT THE WORK UNDER THIS COMPACT.ANY EVSTING CONDITIONS WHICH ARE APPARENT OR COULD BE - REASONABLY INFERRED ROMA VISIT TO THE SITE SHALL NOT BE THE BASIS FOR A CHANGE IN THE CONTRACT AMOUNT. 2. VERIFY EXISTING LOCATIONS OF EQUIPMENT,DUCTWOWI,PIPING,AND SYSTEM �• WHATt5 Ents TO CONDITIONS ARE CTORHAL THAN %I � WHAT IS INDICATED ON THE CONTRACT DOCUMENTS,THE COMPACTOR SHALL NOTIFY THE OWNERIARCHITECT PRIOR TO PROCEEDING WITH WOW. 3. CONTRREMOVE•CT ETIN EQUIPROVPMENT. ALL DUCT FQUIPMENG A TC.NO REQUI EEDFRED OR T REMOVE MERATIONOf HEN W SYSTEMS OREsISTING TN REMAIN SYSTEMS THE Consulting Engineers PROPfROWLL BE THENEWITHTEM50AL STINK—ON OF THESYS. ¢Igi pleazanl Hill Rd.,Suite 200 REMOVAL WILL BE CONSISTENT WITH THE FINAL THAT ARE DEAL a THE SYSTEMS INDICATED C ON THE NEW WORK PIANS.HE CONTRACTOR O ITEMS RACTO U ARE DEMOLISHED OR DAMAGED Duluth,G.4 31770. r, SX—BERBAICREPROPERTY EL FROM TH SITEARUPO-LOOT BE L.THE MATERIALS IPI-0.62222 70 (I)irO.ti22.21i1 I SHALL BE REMOVED IMMEDIATELY FROM THE SITE AND SHALL NOT BE REUSED.DISPOSE OF DEBRIS ACCORDANCE WITH APPLI[A& —RAL,STATE AND LOCAL REQUI OR REQUIPEMENTS. 4. RRIORTO PG,SOVAL Or ANY MECHANICAL EQUIPMENT.A55URE THAI MY ASSOCIATED POWER,GAS,AND CONTROL WIRING HIS BEEN SAFELY DISCONNECTED. 5. PROTECT OPENINGSA DUCTWORK,DURING,CONWR,011.FROM ENTRANCE OF FOREIGN MATERIALS AT ALL TIMES DURING CONSTAVCTION. S. UNLESS SPECIFICALLY NOTED TO BE REMOVED.EIUSTINGEQUIPMENT.WCTVV— PIPING,ETC.15 TO REMAIN.EXISTING ITEMS TO REMAIN AND EXISTING BUILDING 1 SURFACES SHALL BE ADEQUATELY PROTECTED FROM OG.IOLITION AND NEW I CON5TRUCTI W WORN,AS NEEDED.ANY ITEVS DAMAGED SHALL 8E ADEQUATELY AN I CLEED OR REPLACED TO THE OWNERS SATISFACTION TO ORIGINAL CONDITION BEFORE CONSTRUCTION. I T. PATCH ANYHOLES IN CC. ONETUEYS.ANCOBYREMOVAL OFWLTWORK,PIPING, I CONDUITS,EIC.ABANDONED ITEMS,ANCHORS,INSERTS,PIPE STURS.ANN OTHER SINAI-AB RDUECTIONS NOT REMOVEDTO A MINIMUM OFBIEICONSTRUCTION BELOW THE ADJACENT FINISHED SURFACE AND THE LLIILHIIr BI5TURBED AREA PATCHED. ��5.{lTi TB 7' I IL REINSUTATE DUCTWORK OR PIPING WHERE EXISTING INSULATED DUCTWORK OR PIPING 1J VL EPNSA 15 PATCHED,CAPPED.ETC.WITH NEW INUTATION MATERIALS THAT MATCH THE z NO, EXISTING INSULATION MATE—AND R vALVEi. _ 9. WHERETEMPORM SHUTDOWN OF SERVICES 15 NEEDED FORAREAS THAT WILL BE �T-�-�T�T� I OCCUPIED DURING CONSTRUCTION,THE SHUTDOWN SHALL BE CLOSELY COORDINATED CP WITH OWNER.ARRANGE WORK TO ASSURE THAT ANY SHUTDOWN OF SERVICES TIME : B F20RT�� I IS AS MINIMAL AS POSSIBLE. pie 89 IA 2ON 9 s I 1 IrrrNY`Y"` 1 I I I _ I I I I KEYNOTES I I I I ---�-- J - 1. REMOVE ALL FASTING SUPPLY,RET UPN,AND EXHAUST DUCTWORK. AllanlicBeach I I 2. RFAIOVETHE EXISTINGOUTSIOENRWCT.SFALAIRTIGHTTHEOVTSIDE NROPEIR, I I 1L AN PROVIDE INSULATION AS NEEDED TO MEET THE IECC REQUIREMENTS AND I I I CORRECT ANY EXTERIOR FINISHES TO MATCH THE EXISTING ADJACENE SURFACE. _ Atlantic Beach Country Club �` Id's 3. REMOVETHE EXISTING AHUBIHP-DNR-COOLED SPLIT SYSTEMHEAT PUMP. Phase � G V Y a REMOVEUISTINGEF6EEF-71NLINEEMAUSTFANSNLOVETHENE5TROW-SCf LING — a � y____T1 Construction Documents BECAUSE OF THEI0.NONWORMNG CONDITION. 1600 Selva Marina Drive L 1-JI----+� mantic Beach,Florida 32233 I I I I I I I I I Digitally signed REVISION Justin by Justin Tracy N0. DATE DESCRIPTION _-----. I Date:202.05.22 1 112-2- SD PRICING Tracy 2 02-t 0.2J DO PRICING 16:2026-04'00' D D3.3o.v RD°6Co --I4 OS23-23 PERMITSET I I I I I I I I I I I I _1L___ IT ----------- I�- ---u---------j—I _+ — rIT----------F—� I I I I _—_--_SPK�1 IP ❑I Z 0 LJ ��1��—�� I AHQ 2 3 C J w LW 1-- z Z W � U w Z H LL 1 ,� 1 FITNESS CENTER DEMOLITION PLAN-LEVEL 1-PHASE 1 w va-=1•-0• U) Q 's 3 a 1 -M1 . SCALE:vrm— DRAWN By.CW PROJECTNO.:2012352 c _ SHEPPHIRD ASSOCIATES GENERAL NOTES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO 310.670.9144 wel.RQehepFae.c= CON5TRUCTIDN.ANY CONFLICTS AND DISCREPANCIES SHALL NDTIF!THE ARCHITECT PRIOR TO THE CONSTIF—ON 5TART. Z. DUCTWORR SHALL MOUNT AS HIGH AS P0551RETO RPOIAZE THE CEILOIG 3. PROVIDE MANUFACTURERSCLEARANCE AROUND ALL ABOVE CEILING MECXANICAL sxacnn�s EQUIPMENT. a RETER TO ARCHITECTURAL.E—INGS FON CEILING TTPE 5. PROVIDE REMOTE BALANCING DAMPERS FOR ANY—ACCESSIBLE DIFFUSERS. PROVIDE CEILING ACCESS PANEL FOR ANY NON-ACCESSIBLE CEILING EQUIPMENT AND UAM➢ERS. \SG% J. ANY UST OUTLETS SHALL BE LOCATED ENING. io'-D"HOtRONTALLI'OR J'V ABOVE ANY BUILDING OPENING AND INTAKE OPENING. Consulting Engineers 4197 Pl—t Hill Rd.,SUi12100 ITW.OF 47 'MVD MVD D.1 h,GA 30096 n 3O 1 I I Ip177D.622.2270 (1)770.622'271 tD•. L L 1D•. KEYNOTES 1. $OUTE 1-174'CONDENSER DRAIN LIN TO HUB DRAIN.REFER TO FLUMBING DRAGM... Digitally signed Justin by Justin Tracy `5J V�CENBP J s ITracy Date:2023.05.22 _ N.. 77 MMVD VD 16:19:54-04'00' L SFA ry ro F \J L . Beach A 2DD Atlantic Beach Country Club Phase 1 Construction Documents A zso 1600 Selva Marina Drive =1 ILI Atlantic Beach,Florida 32233 (TYP..1 4) MVD 3w REVISION AHU B NO. DATE DESCRIPTION OS I12-02-221 SD PRICING a MVD— 1B°xt6' 9'e 2 02-'10.23 ING 90%cD 3 0330.23 BOR CO m = 4 DS2323 PERMIT SET J MVO �MVp 12`x12' G2 MVD 50 IAYD�F=l r A SOL 12'x12' 12'x16' 18•x16'. __ v____ MVD MVO 100. IH3W1 6•e Y—ae MVDJ J MVD v ND 0.100 2a'rl6' MVD I' CEILING ACCESS b EF 1•PANELFOR,INLINE J �EXHAUST FAN H te•xtD• Q L 1UU CD QED I:.L GOC MVD IH$v!1 - C-TROLLER Q WL' Ml' Q EOLIPMENT --- K1 MOD CLEARANCE—� B.x� LU zoo WLL kl� Z LU n. -------------------- 6. ANU WL. --------- e /1 4 L 3 V) IPD— _ FIND ID-2-1 w [{ CEILING ACCESS WL E%HAUSTPA EL OFANLINE `�— r g 4 3Px48' ,qNu' I r �J LLI R cu In 's a FILE 5 2 _ 1 -M2.0 2 MECHANICAL ROOM ELEVATION 1 FITNESS CENTER MECHANICAL PLAN-LEVEL 1-PHASE 1 _"2) M2 T4=1-v DRAWN BY:CW PRUCT ND.:2022352 GENERAL NOTES GRAPHIC NOTES S H E P P H I R D ASSOCIATES 3 MECHANICS AND PRACTICES:SHOP AND FIELD WORK SHALL BE ARCHITECTS+ENGINEERS A.CONSTRUCTION DOCUMENTS 2 PERMITS:SECURE AND PAY FOR THE GENERAL BUILDING PERMIT AND ANY 9 SHORING AND BRACING:PROVIDE TEMPORARY BRACES,SHORES AND PERFORMED BY MECHANICS,CRAFTS PERSONS,ARTISANS,AND WORKERS B.DIMENSIONS NOTED CLEAR OR"CLR'MUST BE PRECISELY MAINTAINED, 26560 AGOURA ROAD,SUITE 106 AND ALL OTHER PERMITS,FEES,INSPECTIONS AND LICENSES REQUIRED GUYS REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING SKILLED AND EXPERIENCED IN THE FABRICATION AND INSTALLATION OF ALLOWING FOR THE THICKNESS OF FINISH MATERIALS. CALABASAS,CA 91302 1 WORK INCLUDED IN CONTRACT:ALL INCIDENTAL WORK OR MATERIALS, THE WORK INVOLVED.ALL WORK ON THIS PROJECT SHALL BE PERFORMED 310 fi70.9144 "I s he NOT SPECIFICALLY INDICATED HEREIN,WHICH ARE REQUIRED BY GOOD FOR THE PROJECT. STRUCTURE AND COMPONENTS,ADJACENT SOILS AND STRUCTURES, IN ACCORDANCE WITH THE BEST AND ACCEPTED PRACTICES OF THE A .@s pae.com PRACTICE OR BY ESTABLISHED BUILDING CODE REQUIREMENTS OR AS 3 DEPUTY INSPECTOR:ARRANGE AND PAY FOR THE SERVICES OF A DEPUTY UTILITIES AND RIGHTS-OF-WAV MAY BE SUBJECTED DURING VARIOUS TRADES INVOLVED AND IN ACCORDANCE WITH THE DRAWINGS. C.VERIFY DIMENSIONS MARKED"VIP"PRIOR TO START OF CONSTRUCTION. wlxFa is REQUIRED BY BUILDING DEPARTMENT FIELD INSPECTORS TO COMPLETE INSPECTOR AS REQUIRED BY THE GOVERNING AGENCIES. CONSTRUCTION. REVIEWED SHOP DRAWINGS.AND THESE SPECIFICATIONS. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. - THE WORK IN A SATISFACTORY MANNER AND WHICH THE ARCHITECT SHALL 10 FIELD MEASUREMENTS:OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR JUDGE TO BE SO INCLUDED,SHALL BE DONE OR FURNISHED WITHOUT THE ACCURATE FABRICATION ANO INSTALLATION OF THE WORK INCLUDED 4 INSTALLATION:ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, D.IN THE EVENT OF OMISSION OF DIMENSIONS OR CONFLICT BETWEEN s.wacxlrec,s-malwsxi. EXT COMPENSATION. C.PROJECT COORDINATION&SUPERVISION IN THIS CONTRACT.EXACT MEASUREMENTS ARE THE CONTRACTOR'$ LEVEL,SQUARE,AND TRUE,OR TRUE TO INDICATED ANGEL,ANDA 1 RESPONSIBILITIES:BE IN CHARGE OF THIS CONTRACT AND THE SITE,A$ RESPONSIBILITY. PROPER ALIGNMENT AND RELATIONSHIP TO THE WORK OF OTHER TRADES. DIMENSIONS AS SHOWN,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 2 SEPARATE CONTRACTS:ITEMS OF WORK INDICATED ON THE DRAWINGS OR WELL AS THE DIRECTING,COORDINATING AND SCHEDULING OF ALL WORK FINISHED WORK SHALL BE FREE FROM DEFECTS AND DAMAGE. AND RECEIVE CLARIFICATION.DO NOT SCALE DRAWINGS. IN THE SPECIFICATIONS AS NIC(NOT IN CONTRACT(SHALL BE PERFORMED, AND HAVE FINAL RESPONSIBILITY FOR PERFORMANCE,INTERFACE,AND 11 TEMPLATES:FURNISH OR OBTAIN TEMPLATES,PATTERNS,AND SETTING - FURNISHED,OR LET UNDER SEPARATE CONTRACT BY THE OWNER. COMPLETION OF THE WORK AND THE PROJECT. INSTRUCTIONS AS REQUIRED FOR THE INSTALLATION OF ALL WORK.ALL 5 ARCHITECTS RIGHT OF REJECTION:THE ARCHITECT RESERVES THE RIGHT 0 F F2 3 INCONSISTENCIES IN DOCUMENTS:IN THE CASE OF INCONSISTENCY DIMENSIONS SHALL BE VERIFIED IN THE FIELD. TO COREJECT ANY MATERIALS AND WORK QUALITY WHICH ARE NOT E.ALL DIMENSIONS ARE GIVEN BASED ON THE NOMINAL SIZE OF THE _ E c y. 2 SAFETY:INITIATE,MAINTAIN AND SUPERVISE ALL SAFETY PRECAUTIONS CONSIDERED TO BE UP TO THE HIGHEST STANDARDS OF THE VARIOUS CONSTRUCTION MATERIAL TO WHICH THEY PERTAIN UNLESS NOTED R.S c BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT AND PROGRAMS IN CONNECTION WITH THIS WORK 12 VERIFICATION OF MECHANICAL REQUIREMENTS:VERIFY THAT ALL TRADES INVOLVED.SUCH INFERIOR MATERIAL OR WORK QUALITY SHALL OTHERWISE, NOT CLARIFIED BY ADDENDUM,THE BETTER QUALITY OR GREATER MECHANICAL ROOMS,SPACES FOR HOT WATER HEATERS,AND DUCTS, gE REPAIRED OR REPLACED,AS DIRECTED,AT NO ADDITIONAL COST TO 3 SUPERVISION OF TRADES:PROVIDE SUPERVISION AND COORDINATION OF ETC.,ARE ADEQUATE IN SIZE PRIOR TO FRAMING FOR THE EQUIPMENT TO AR t QUANTITY OF WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE ALL TRADES,CRAFTS,AND SUBCONTRACTORS AS REQUIRED TO PROVIDE THE OWNER. 4 DEFINITIONS OF TERMINOLOGY: ARCHITECTS INTERPRETATION. CORRECT AND ACCURATE CONNECTION OF ABUTTING,ADJOINING. BE SELECTED. 4 DIMENSIONS:IN THE EVENT OF THE OMISSION OF DIMENSIONS OR OVERLAPPING,AND RELATED WORK,AND PROVIDE ANY AND ALL ANCHORS. 13 RELOCATION OF WORK:NOTIFY THE ARCHITECT PRIOR TO PERFORMINGrr CONFLICT AMONG DIMENSIONS AS SHOWN,NOTIFY THE ARCHITECT AND FASTENERS,ACCESSORIES,APPURTENANCES,AND INCIDENTAL ITEMS AS THE WORK WHEN CONSTRUCTION CONDITIONS DICTATE THE RELOCATION E.PROTECTION 8 CLEANING A.ALIGN:ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. S,�kfD AaO� RECEIVE CLARIFICATION.DO NOT SCALE THE DRAWINGS. REQUIRED TO COMPLETE THE WORK PROPERLY,FULLY,AND CORRECTLY OF ANY ITEM FROM THE POSITION SHOWN ON THE DRAWINGS. 1 JOBSITE CONDITIONS:DO NOT ALLOW THE ACCUMULATION OF SCRAP, DEBRIS,WASTE MATERIAL AND OTHER ITEMS NOT REQUIRED FOR THE i W.Ep loA 5 ERRORS IN DOCUMENTS:IF ANY MATERIAL ERRORS,DISCREPANCIES OR IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 14 SUBMITTALS:REVIEW,APPROVE AND SUBMIT TO THE ARCHITECT SHOP B.APPROVED EQUAL:AS ACCEPTED IN WRITING BY THE ARCHITECT AS TxE RarF OMISSIONS APPEAR IN THE DRAWINGS,SPECIFICATIONS OR OTHER CONSTRUCTION OF THIS WORK.MAINTAIN THE PROJECT AREA IN A NEAT DRAWINGS,PRODUCT DATA,SAMPLES AND SIMILAR SUBMITTALS REQUIRED BEING OF EQUIVALENT QUALITY,UTILITY AND APPEARANCE. nMe srAMP IixovmuslNRADImTu CONTRACT DOCUMENTS IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING, 4 WORK THAT CANNOT BE EXECUTED PER DOCUMENTS:EACH BY THE CONTRACT DOCUMENTS WITH REASONABLE PROMPTNESS AND IN AND ORDERLY CONDITION AT ALL TIMES.AT COMPLETION OF THE WORK caFl sof THIS OF SUCH ERROR OR OMISSION.FAILURE TO GIVE SUCH NOTICE BEFORE SUBCONTRACTOR IS CONSIDERED A SPECIALIST IN HIS RESPECTIVE FIELD THOROUGHLY CLEAN THE INTERIOR AND EXTERIOR OF THE BUILDING, RF.PRInTei consmEREB slGrv:o AND SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK OR IN THE CONSTRUCTION AND/OR FABRICATION OF THE WORK,CONTRACTOR WILL AND SHALL PRIOR TO THE SUBMISSION OF BID OR PERFORMANCE OF INCLUDING HARDWARE.FLOORS,ROOFS,SILLS,LEDGES,GLASS OR OTHER C.AS REQUIRED:AS REQUIRED 8Y REGULATORY REQUIREMENTS,BY DSEALED EI TI-1F,AQTURE MUST BF vsmHED ACTIVITIES OF THE OWNER OR OF SEPARATE CONTRACTORS.APPROVAL NAxr F� m vlEs BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, WORK,NOTIFY THE CONTRACTOR OF ANY WORK CALLED OUT IN THE SURFACES WHERE DEBRIS,PLASTER,PAINT SPIRITS AND DIRT MAY HAVE REFERENCE STANDARDS,BY EXISTING CONDITIONS,BY GENERALLY AND SUBMITTAL OF SHOP DRAWINGS,PRODUCT DATA,SAMPLES AND COLLECTED.ALL GLASS SHALL BE WASHED CLEAN AT COMPLETION. ACCEPTED CONSTRUCTION PRACTICE,OR 8Y THE CONTRACT DISCREPANCIES OR OMISSION AND THE COST OF RECTIFYING THE SAME. DRAWINGS OR SPECIFICATIONS IN HIS TRADE THAT CANNOT BE EXECUTED T>;IFoh agne4 M AS SHOWN OR DESCRIBED OR CANNOT BE FULLY GUARANTEED. SIMILAR SUBMITTALS REPRESENTS THAT THE CONTRACTOR HAS DOCUMENTS. WTnamq snaH,xim 6 DEVIATIONS FROM DOCUMENTS:NO DEVIATIONS ARE TO BE MADE FROM IMMEDIATELY NOTIFY THE ARCHITECT.IF WORK IS PERFORMED AS SHOWN DETERMINED AND VERIFIED MATERIALS,FIELD MEASUREMENTS AND THE 2 DISPOSAL OF WASTE:DISPOSE OF WASTE,TRASH,AND DEBRIS IN A SAFE, 0N:c-us: THE CONSTRUCTION DOCUMENTS WITHOUT PRIOR WRITTEN OR DESCRIBED IT IS ASSUMED THERE IS NO OBJECTION TO THE WORK. FIELD CONSTRUCTION CRITERIA RELATED THERETO,OR WILL DO SO AND ACCEPTABLE AND LEGAL MANNER,OFF THE OWNER'S PROPERTY.IN P EwnII. ePae.mm, HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS D.DIRECTED:AS REQUESTED,AUTHORIZED,SELECTED,APPROVED, wlllam R s Mm Am.d a APJouaMA CN=Vlllliam AUTHORIZATION FROM THE ARCHITECT. 5 SITE CONDITIONS:VERIFY CONDITIONS AT THE SITE AND NOTIFY THE SUCH SUBMITTALS WITH THE REQUIREMENTS OF THE WORK AND OF THE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION. REQUIRED BY ARCHITECT. F.Umpam 7 DETAILS:DETAILS SHOWN ON DRAWINGS ARE TYPICAL.SIMILAR DETAILS ARCHITECT OF ANY CONDITIONS THAT WOULD PREVENT THE EXECUTION CONTRACT DOCUMENTS. -wu:ean.os.zs 3 PROTECTION:MAINTAIN FINISHED SURFACES CLEAN,UNMARRED.AND uezesa-vroo• APPLY TO SIMILAR CONDITIONS.CONTRACTOR SHALL VERIFY ALL OF THE WORK AS SHOWN IN THE CONSTRUCTION DOCUMENTS,OR OF ANY 15 STORAGE OF MATERIALS:RETAIN ALL STORED ITEMS IN AN ORDERLY SUITABLY PROTECTED UNTIL ACCEPTED BY OWNER.IN EVENT OF DAMAGE, E.FURNISH:SUPPLY AND DELIVER TO THE PROJECT SITE. CONDITIONS.ANY CONDITIONS REQUIRING CONSTRUCTION DIFFERENT DISCREPANCIES THAT MAY EXIST BETWEEN THE SITE CONDITIONS AND ARRANGEMENT ALLOWING MAXIMUM ACCESS NOT IMPEDING WALKWAYS PROMPTLY MAKE REPLACEMENTS AND REPAIRS TO APPROVAL OF FROM THAT SHOWN SHALL BE REPORTED TO THE ARCHITECT THOSE IN THE CONSTRUCTION DOCUMENTS. AND PROVIDING THE REQUIRED PROTECTION OF MATERIALS. ARCHITECT AND AT NO ADDITIONAL COST TO OWNER. IMMEDIATELY. 6 LINES AND LEVELS:BE RESPONSIBLE FOR THE ACCURACY OF THE F.INDICATED:AS SHOWN,NOTED,AND/OR SCHEDULED ON THE B JOBSITE DOCUMENTS:MAINTAIN ONE COMPLETE SET OF CONSTRUCTION BUILDING LINES AND LEVELS.COMPARE CAREFULLY THE LINES AND 4 FINISHED FLOOR SURFACES:PROVIDE PROTECTION FOR THE FINISHED DRAWINGS OR WRITTEN IN THE SPECIFICATIONS. DOCUMENTS AT THE JOB SITE AT ALL TIMES. LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS FOR THE D.QUALITY STANDARDS FLOOR SURFACES IN TRAFFIC AREAS PRIOR TO ALLOWING EQUIPMENT OR 9 RECORD DRAWNGS:MAINTAIN A CLEAN,UNDAMAGED SET OF BLUE OR LOCATIONS AND CONSTRUCTION OF THE WORK:AND SHALL CALL TO THE 1 MANUFACTURER'S INSTRUCTIONS:UNLESS OTHERWISE INDICATED OR MATERIALS TO BE MOVED OVER SUCH SURFACES. G.INSTALL:ANCHOR.FASTEN OR CONNECT INTO PLACE AND ADJUST FOR BLACK LINE WHITE-PRINTS OF CONTRACT DRAWINGS AND SHOP ARCHITECTS ATTENTION ANY DISCREPANCIES BEFORE PROCEEDING WITH SPECIFIED,ALL MANUFACTURED MATERIALS,PRODUCTS,PROCESSES, USE;PLACE OR APPLY IN PROPER POSITION AND LOCATION;ESTABLISH IN DRAWINGS.MARK-UP THESE DRAWINGS TO SHOW THE ACTUAL THE WORK,OTHERWISE,NO ALLOWANCE FOR DISCREPANCIES WILL BE EQUIPMENT,SYSTEMS,OR THE LIKE SHALL BE ERECTED,INSTALLED,OR PLACE FOR USE OR SERVICE. INSTALLATION.MARK WHICHEVER DRAWING IS THE MOST CAPABLE OF ALLOWED. APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, 1 SCALING DRAWINGS:DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SHOWING CONDITIONS ACCURATELY.GIVE PARTICULAR ATTENTION TO 7 PROTECTION OF ADJACENT PROPERTY:TAKE ALL NECESSARY MEASURES DIRECTIONS,SPECIFICATIONS OR RECOMMENDATIONS.IF ANY ITEM OF AND DESCRIPTIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATION CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND TO FULLY PROTECT ALL ADJACENT PROPERTIES. EQUIPMENT OR MATERIAL IS FOUND TO BE INSTALLED NOT IN ON DRAWINGS.VERIFY WITH ARCHITECT ANY CONFLICTING AREAS PRIOR H.PROVIDE:FURNISH AND INSTALL,COMPLETE AND READY FOR USE. RECORD AT A LATER DATE. 8 CUTTING AND DEMOLITION:PROVIDE ALL REQUIRED PROTECTION PRIOR ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS,MAKE ALL TO COMMENCING ACTUAL WORK. TO CUTTING,INCLUDING BUT NOT NECESSARILY LIMITED TO SHORING, CHANGES NECESSARY TO ACHIEVE SUCH COMPLIANCE. I.SIMILAR:COMPARABLE CHARACTERISTICS FOR THE CONDITIONS B.REGULATORY REQUIREMENTS BRACING AND SUPPORT TO MAINTAIN STRUCTURAL INTEGRITY OF THE 2 SPECIALISTS:MATERIALS,EQUIPMENT,SYSTEMS,AND ASSEMBLIES 2 PRECEDENCE:LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL NOTED.VERIFY DIMENSIONS AND ORIENTATIONS ON PLANS AND 1 REQUIREMENTS:CONFORM TO AND ABIDE BY ALL LOCAL CIN,COUNTY, EXISTING WORK.CAREFULLY PROTECT ALL EXISTING FINISHES TO REMAIN REQUIRING KNOWLEDGE AND SKILL FOR THE APPLICATION OR SCALE DRAWINGS.DETAILS TAKE PRECEDENCE OVER ALL.NOTIFY ELEVATIONS. AND STATE BUILDING AND SANITARY LAWS,RULES AND REGULATIONS AND SUCH AS WALLCOVERING,CARPET,SUSPENDED CEILING AND DOORS. INSTALLATION OF SUCH MATERIALS,EQUIPMENT,SYSTEMS,OR ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE INDUSTRIAL SAFETY LAWS.IF THE DRAWINGS AND/OR SPECIFICATIONS PERFORM ALL CUTTING AND DEMOLITION BY METHODS WHICH WILL ASSEMBLIES SHALL BE APPLIED I INSTALLED BY THE SPECIFIED PRODUCT WORK. J.TYPICAL:IDENTICAL FOR ALL CONDITIONS,UNLESS NOTED OTHERWISE. ARE AT VARIANCE THEREWITH,LAWS.IFTHERAWINCONTRACTOR SHALL SO NOTIFY THE PREVENT DAMAGE TO OTHER PORTIONS OF THE WORK AND WILL PROVIDE MANUFACTURER OR HIS AUTHORIZED REPRESENTATIVE OR BY A SKILLED ARE PROMPTLY.SHOULD ANY WORK BE PERFORMED CONTRARY TO PROPER SURFACES TO RECEIVE INSTALLATION OF NEW WORK,AND SHALL OR EXPERIENCED SUBCONTRACTOR SPECIALIZING THE APPLICATION! 3 DIMENSIONING CONVENTIONS: 5 ABBREVIATIONS:ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN O SUCH LAWS,ORDINANCES,RULES AND REGULATIONS,THE CONTRACTOR PERFORM FITTING AND ADJUSTMENT F PRODUCTS TO FINISHED INSTALLATION OF THE SPECIFIED PRODUCT WITH AT LEAST FIVE YEARS SHALL BEAR ALL COSTS ARISING THEREFROM. INSTALLATION COMPLYING WITH THE SPECIFIED TOLERANCES AND EXPERIENCE IN THE TYPE OF WORK INDICATED AND SPECIFIED. COMMON USE.CLARIFY WITH THE ARCHITECT THE INTENT OF ANY FINISHES. A.ALL DIMENSIONS ARE GIVEN FROM GRID LINE,FACE OF STUD,FACE OF ABBREVIATION IN QUESTION. CONCRETE,FACE OF CMU,U.N.O. Atlantic Beach ABBREVIATIONS SYMBOLS Atlantic Beach Country Club Phase 1 NAIR mo ALLAROUND CG CORNERGUARD (E) EXISTING GT GROUT MS MACHINE SCREW W PAVING SVC SERVICE Construction Documents DETAIL NUMBER AN AUDIOVISUAL CHBD CHALKBOARD E EAST GWB GYPSUMWALLBOAM MSBG MILD STEELBANNIERGRILLE PVC POLYVINYL-CHLORIDE 5YM SYMMETRICAL 06.01 NEW WORK KEYNOTE 16005evaManna Drive AB ANCHOR BOLT CRAM CHAMFER E4 EACH MSG MANUFACTURER'SSTNNOARO ABC ABOVE CEILING CHAT CHANNEL EAF EACH FACE HB HOSE:I:B GRADE OT OVARRYTILE TAB TOPANDBOTTOM Atlantic Beach,FL 32233 ABOVE cHM PL CHECKEREOPLATE EAW EACH WAY NSD HARDBOARD MT METALTHRESHOID OTT QUANTITIY TBG TOONGE AND GROOVE SHEET NUMBER --__ ACV ASPHALTIC CONCRETE cl CASTIRON EF EXHAUSTFAN HC HOLOWCOREIHANDICAP MT FIR METALFLOORING T(24) TITLE(1-2610FTHE CCR MATCHLINE REVISION ACC ACCESS CIP C STINPLAGE EJ EXPANSION JOINT HD HEAVY- 1 MTG MOUNTING R RADIUSRTIBER TB TOWELBAR NO. DATE DESCRIPTION ACCDR ACCESS DOOR CIR CIRCLE EL ELEVATION HDR HEADER MTL METAL RA RETURN AIR TEL TELEPHDNE 4��INTERIOR ELEVATION SBNTfBi_a � ACG FL ACCESS FLOOR CIRC CIRCUMFERENCE ELEC ELECTRICIELFITORCAL TO LW HARDWOOD MULL MULLION RAG RETURN AIR GRILLE TEMP TEMPERED MULTI MULTIPLE RB RUBBER BASE TER TERA . NUMBER WORK POINT/CONTROL ".3 Op PRICING ACCP ACCESS PPNEL CJ CONSTRUCTION JOIM ELEV ELEVATOR NCWR HARDWARE 3 pS,I,T 9 }3623 9U4:N ACCES ACCESSORIES CL CENTERLINE EMER EMERGENCY HK HOOK MUNI MUNIGPAL RCP REINFORCED CONCRETE PIPE THERM THE— POINT/DATUM MARK 4 'S2}23 PERMR BET ACOUS ACOUSTICAL CLF CHAIN LINK FENCE EMER EAIERGENCY HM HOLLOWMETAL RD ROOF GRAIN THK THICK SHEET NUMBER ACOUS ACOUSTICALINSULATION C CEILING ENC L ENCLOSURE HOAR HO (N) NEW REC RECESSED THR THRESHOLD INSUL CLKG CAULKING ENT ENTRANCE HP HIGH POINT N NORTH RECEP RECEPTACLE TJ TOOLED JOINT DEMO WALL AD AREA DRAIN CLL CONTRACT LIMIT LINE EP ELECTIRCAL PANELBOgRD HR HO BE RACKIHOUR NAT NATURAL REF REFERENCE MBD TACNBOARD ADBEG ADMINISTRATION SEGREGATION CLO CLOSET EO EQUAL HT HEIGHT NIC NOT INCONTRACT REFL REFLECTED TOC TOP OF CONCRETE I CURB ELEVATION NUMBER ADD AODFNDUMIADDENDA CLR CLEAR EQUIP EDUIPMEM HTG HEATING NO NUMBER REFR REFRIGERATOR TOP TOP OF PAVING 4 ADDN ADDITION/ADDITIONAL CLS CLOSURE ES EXPANSION SHIELD HVAC HEATING.VENTILATION.MR NOM NOMINAL REIN REINFORCED I REINFORCING TOS TOP OF STEEL SHEETNUMBER EXISTING WALL ADH ADHESIVE CMT CERAMIC11,10—TILE ESC ESCAPE CONDITIONING NON-COM NONCOMBUSTIBLE REIN CONC REINFORCED CONCRETE TOW TOPOFWALL ADl —CENT CMU CONCRETE MASONRYUNTL EST ESTIMATE HW HOT WATER NR NOISE REDUCTION REM REMOVE TPH TO ILETPAPERHOLDER pDIT ADJUSTABLE CNTR COUNTER EWC ELECTRICWATERCOCIER NRC NOISE REDUCTION COEFFICIENT RECD REQUIRED TR TRANSOM ADMIN ADMINISTRATOR( LO CLEAN-OUT EWH ELECTRIC WATER HEATER 10 INSIDE DIAMETER NBG NONSECURITY GLASS RES. RESILIENT TRBG TOOLRESISTAMBARRIE0. SECTION NUMBER NEW WALL ADMINISTRATION COL COLUMN E%C EXCAVATE IE IN VERT ELEVATION NTS NOTTOSCALE RET RETURN GRILLE AFF ABOVE FINISHED FLOOR LOMB COMBINATION EXH EXHAUST IN INCH REV REVISION TM TREAD 4 Al. AUTOMATIC FIRE FLOOR COMM COMMUNICATIONS E%P EXPANSION INCL INCLUDED OA OVERALL REV REVETHSE TB TUBE STEEL 'T' SHEET NUMBER AGG AGGREGATE CONC CONCRETE E%PB EXPANSION BOLT INFO INFORMATION OC ON CENTER REW REVISED TSCD TOILET SEAT COVER DISPENSER ALT _RNAM CONF CONFERENCE EXPD EXPOSED INSUL INSUTATON OD OUTSIDE DIAMETER RFH ROOF HATCH TV TELEVISION 4� TAG ALUM ALCIIINUM CONN CONNECTICONNECTTON EM —E... INT INTERIOi OF OVERFLOW RFG ....G TYP TYPICAL J AITCH ANCHDR CONST CONSTRUCTION INTM INTERMEDIATE OFCI OWNER FURNISHED. RH RIGHTHAND O ANOD ANODIZED INV INVERT CONTRACT OR INSTALLED RHWE ROUND HEAD WOOD SCREWS US. THE UNIFORM BUILDING CODE CONT CONTINUOUS IFI FUTURE T WALL TAG APPC APPROVED COMA CONTRACiORI CONTMCT FRT FIRE RETARDANT OFF OFFICE RM ROM N UC LINDERCIIT EXISTING APPL AP ED LOREBD CORE BOARD FA FIRE ALARM JAN JANITOR OF01 OMERFURNISHED,OWNER AND ROUND UL UNOER4VRRERS'LABOF:ATORY T.N APP APROXIMATE CONN CORNU—DICORRIDOR FAB FABRICATION JBT JOIST INSTALLED RO ROUGH OPENING I ROUGH UL 11TILITY ARCH ARCHITECTIARCHITECTURAL COTG CLEAN OUT TO GRACE FA9 FASTEN JT JOINT OH OVERHEAD ROW RIGHT-OFANAY UNF UNIFORM TO DOORTAG AS ASBESTOS CPT CARPET FB FLAT BAR OJ OPEN-WEBJOIST RWp REOWOOD UON UNLESS OTHERWISE NOTED GRID LINES U//)Y ASB ABPHPLT op H OPPOSITE HANG UR URINAL O _ N! CR COLDROLLED FBD FIBERBOARD KEG KITCHEN EQUIPMENT RW_ RAIN WATER LEADER &CALLOUT$ ASPHT ASFHPLLX TILE CMR CROSSGMIN FD FLOOR DRNN CONTRACTOR OPNG OPENING I W1D ASSEM ASSEMBLY CRS COARSE FE FIRE EXT INGUISHER KIT KITCHEN OPP OPPOSITE g SOUTH VAR V!NL O WINDOW TAG AUTO AUTOMATIC CSMT CASEMENT FEC FI0.E EXTINGUISHER CABINET KO KNOCKOUT OF OPPOSITE SURFACE SSS BIIRFACED TWO SIDES VB NYL BASE NEW I W CT CERAMICTILE FF FINISHED FLOOR KP KILKPLATE OZ OUNCE 545 SURFACEDFOURSIDES VCT VI MIL...FUSNETILE L r^ VENTILATOR/VENTILATION O Z BBD BULLETIN BOARD CTR CENTER FFE FINISHED FLOOR ELEVATION SA SUPPLYAIR VENT EXIT SIGN BI BACK L LENGTH POEM PORTLAND CEMENT Spry SANITARY VERT VERTICAL CTS COUNTERSINK FG FINISHED GRADE L o LANDER PLAIN PLASTIC LAMINATE SC SOLIDCOTARY SCALE VEST VESTIBULE BAI BENCHMARK cu CU:ILICOPPER FG FIBERGLASS PB PPNIGBAR VF VERTIB BRIG FILLEDQUARTER(S) Z O BEL BELOW LAM LAMINATE SC EED SCHEDULED CU FT CUBIC FEET FIT FIAT-HEA CABINET PBD PARTICLE BO MD VF VERIFY IN FIELD PROJECT NORTH INDICATES SIGN J BETUM BITUMINOUS CU YD CUBIC YARD FRMS FLAT-REPO MACHWE SCREW LAV LAVATORY SCR SCREEN BEV BEVELED COST CUSTODIAN FIN FlNISH LB LAG BOLT PC(S) PIECE(PIECES SCUP SCUPPER VJ —INT ORIENTATION Q Q BG BUMPERGUARD CW COLA WATER FI% Fl RE LBL LABEL PCC PRECABTCONCRETE SD SOAP OISP'eNSERISTORM GRAIN VNR VENEER _ ELOG BUILDING CYL LnINDER FL CO FLOOR CLEANOUTLH LEFTHAND PCF POUNDS CUBIC FOOT SEc SECURITY VOL VOLUME • FIRE SPRINKLER HEAD BLK BLOCK FLASH FLASHING LJ(R LOCKER PCKT(S) POCKET/POCKETS SECT SECTION VTR VENT THROUGH ROOF Lij BLKG BLOCKING LP LOW POINT PEN PRE-ENGINEERED METAL SECY SECRETARY W OA DOUBLE ACTING FLR FLOOR I FLOORING BUILDING BM BEAM DBL DOUBLE FLUOR FLUORESCENT LSC LIOUIDSOAPDISPENSER PEO PEDESTRIAN SEG SEGREGATION W' VYESTui BNCRY BOUNDARY LT LIGHT SEP SEPARATION W,IGIL WITH GLASS m BOTT BOTTOPA DEM DEMCLISHIDEMOUTION FN FENCE PERM PERIMETER DEPR DEPREBBEDI DEPRESSION FNO FOUNDATION LVR COINER BF SQUARE FEET M•�,1 BP BENT PLATE DEPT DEPARTMENT FO FINISHED OPENING PERP PERPEMICULAR W BRCG :RAGING FFB BGL SECURITY GLASS WIO WITHOUT DET DETENTION FOB FACE OF BRICK PINCH MACHINE PREFPBRICATE SH(S) SHELFISHELVES J Q BRe BOARD OF DRINKINGFOUNTAIN FOC FACE OF CONCRETE MAIM MAINTENMICE PFN PUETENISHED SHIN SECURITY HOLLOW METAL Q �y BMG BRIDGING pH DOUBLE HUNG FOM FACE OF MASONRY M0.5 M0.50NRV P� PUSTEIR SS BHT SHEET W O ERG BEARING CIA DAINETER FOP FACE OF PANEL MAX MAXIMUM SHTG SHEATHING B BRK BRICK DIA. DIAGONAL FOS FACE OF STUD MB MACHINEBOLT PL PROPERTY LINE BRKT BRACKET DIM MC MEDIGNECABINET PL PLATE SHWA SOWER :RITZ BRONZE DIMENSION F. FACE OF WALL PLAB PIASTER SIM LAR OIN DINING FPF FIREPROOFING MCB METAL.-IN G BEAD BK SINN BS BOTH SIDES OISP DISPENSER FRG FURNJNG MECH MECHANICAL PLBG PLUMBING SMS SHEET METAL SCREW Be T BASEMENT CIV DIVISION FE FLOORSINK MEMe MEMBRANE PLWD PLYWOOD SND SANITARY NAPKIN DISPOSAL W BT BENT DL DOOR LOUVER FT FEETIFOOT MEZZ MEZZANINE PNL PANEL BNV SANITARY NAPKINVENDOR _ BTW BETWEEN DMT DEMOUNTABLE FTG FOOTING MFD METAL FLOOR DECKING PM PLANT SP —FORT BUR BUILT-UP ROOF ON DOWN MFR MANUFACTURER PMOL PPOAILWISHED = MGR MANAGER SPEC SPECIFICATIONS BW BOTH WAYS OO DOOROPENWG G GUTTER 30 SQUARE DP DEEPIDEPTH GA GAUGE MM MANHOLE PREP PREPARATION BS STAINLESS STEEL C FLASH COUNTER-FLABHING DIIF DAMPPROOFING GALV GALVANQED MIN MINIMUM PRF PREFORMED BBK SERVICE SINK ow CAB CABINET pR DOOR GB GRAB BAR MIR MIRROR PROT PROTECTED I PROTECTION STAG STAGGERED Q 8 CC CENTER-TOCEINTER MISC MISCELLANEOUS PSC POUNDSRESTRERSQU SQUARCRETEE STD STANGPRD DB DOWNSPOUT GEN GENERK BF POUNDS PER SQUARE FOOT r - CCR THE GALIF00.NIA COLE OF DTL DETAIL GI GENERATOR MK MARK PSI POUNDS PER SQUARE INCH STIFF STIFFENER a REGULATIONS ML MA CHLINE STL STEEL DW DUMBWAITER GI GRLVANIZED IRON PS WT PLASTIC SIMULATED WOOD TRIM _A CEM CEMENT MLOG MOULDING PT POINT STN STATION 0-A0.1/.,.� DWG DRAWER GNO GROUND CEM:BRC CEMENT BACKER BOARD G MO MASONRY OPENING STOR STORAGE CFL( CONTMLTOR FURNISHED. DOUR DRAWER GR RADE MOV MOVABLE PTC POST-TENSIONED CONCRETE STTUCT STRUCTURAL CONTRACTORINGTALLED GSF GROSS SOJARE FEET MM METAL ROOF DECK PTI PAPER-TOWEL DISPENSER SUSP SUSPENDED SCALE:14-=1'-P P. PARTITION DRAri'N BY:WRSIMW;MJ7NY PROJECT ND.:Z022d52 r PHASE 1 CODE ANALYSIS TABLE S H E P P H I R D REM I CODE SECTION CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS ITEM CODE SECTION I CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS ASSOCIATES ARCHITECTS+ENGINEERS 1.OCCUPANCY&CONSTRUCTION TYPE 26560 AGOURA ROAD, 1 1.1 302.1 OCCUPANCY GROUPS A-2(MAIN OCCUPANCY),A-3,B,M,S1 S.FINISH MATERIALS _ CALABASAS,CA 91302 12 602.1,TABLES 504.3, CONSTRUCTION TYPE TYPE V-B TYPE V-B PROVIDED 8AA 803,TABLE 803.11 WALL&CEILING FINISHES AT ROOMS AND -CLASS C OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT I MATERIAL g 310.670.914a wills@shepae,com 504.4,506.2 ENCLOSED SPACES INDICATED IN SPECIFATIONS .Rtes 1.3 1505.1.1 CLASSIFICATION OF ROOF COVERING CLASS B MINIMUM CLASS B PROVIDED 18.11 ,803,TABLE 803.11 WALL 8 CEILING FINISHES AT INTERIOR EXIT CLASS B OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT/MATERIAL STAIRWAYS,INTERIOR EXIT RAMPS&EXIT INDICATED IN SPECIFATIONS „„a,rnaRnon PASSAGEWAYS s.w,.N�rn awsa =s. Z FIRE PROTECTION 2.1 1903.2 AUTOMATIC SPRINKLER SYSTEM REQUIRED JWET SYSTEM PROVIDED THROUGHOUT. NO CHANGES 8.2 BD4.4.2 FLOOR FINISHES CLASS II OR BETTER PER ASTM STANDARD 648 PROVIDED.RADIANT FLUX CLASS BY PRODUCT/MATERIAL PROPOSED TO WET CHEMICAL SYSTEM AT EXISTING KITCHEN INDICATED IN SPECIFATIONS HOODS.MODIFICATION OF,AND ADOFTIONTO,EXISTING FIRE PROTECTION SYSTEM 9.EGRESS SYSTEM O T F/�9 9.1 1004 DESIGN OCCUPANT LOAD TOTAL BUILDING OCCUPANT LOAD=994.SEE O-A0.2.4 AND 0-AO.2.5 R. s FOR OCCUPANT LOAD TABLES 3.LOCATION OF BUILDING ON SITE 3.1 503.1.2 NUMBER OF BUILDINGS ON SITE EXISTING SITE CONTAINS MAIN CLUBHOUSE AND FITNESS 9.2 1005.1 EGRESS WIDTH AND DISTRIBUTION SEE PONE 4 AND D-A0.2.5 FOR MINIMUM SIZES AT EGRESS U {y BUILDING,PETE'S TURN CAFE(ACROSS SHERMAN'S CREEK)AND COMPONENTS ARI A LIMITED NUMBER OF SMALL ANCILLARY BUILDINGS AND 9_3 1008.3.5 EMERGENCY LIGHTING REQUIRED SEE ELECTRICAL DRAWINGS FOR EMERGENCY PHOTOMETRIC STRUCTURES ARE ALSO LOCATED AT DISPERATE LOCATIONS PLANS ,A R D A, 4 AROUND THE GOLF COURSE GROUNDS 9,4 1009.1 ACCESSIBLE MEANS OF EGRESS NOT REQUIRED FOR EXISTING BUILDINGS , E' ^ 3.2A 602.1,TABLES 601& MIN.FIRE RATING OF EXTERIOR WALLS RATING PER FIRE SEPARATION DISTANCE<10'=1 HOUR PROVIDED.SEE 0-AO.2.2 FOR FIRE SEPARATION DISTANCE. 9.5 1010.1.2 DOOR SWING SIDE HINGED DOORS REQUIRED. PROVIDED.SEE DOOR SCHEDULE D-AO.20 ...FEn eu=cmomcucrI Gnco 602 RATING.ALL FIRE SEPARATION DISTANCES ARE EQUAL OR EN oer 1 AR 1 R.sREVRwRD,FLOAIon GREATER THAN 10'.NO RATING REQUIRED 9.6 1010.1.9 DOOR OPERATIONS REQUIREMENTS PER DOOR NOTES 0.AD.20 COMPLIES. rose NurnRFR nRsoosIES Cep are a 9.7 1010.1.10 PANIC HARDWARE REQUIRED AT SPECIFIED LOCATIONS PROVIDED.SEE 0.A0.2.4 AND 0.A0.2.5 FOR LOCATIONS AND DOOR 'E nRI E cCMloSr+Rls IRR 3.3 TABLE 705.8 EXTERIOR OPENING PROTECTION FIRE SEPARATION DISTANCE 10'<15'=AREA OF PROVIDED.SEE O-AO.2.2 FOR FIRE SEPARATION DISTANCE. SCHEDULE 0-A.0.20 cur eN 1 OTCONSIDEREs se 1-1 "E"IN1111 UNPROTECTED OPENINGS LIMITED TO45%WALL AREA.FIRE 19.8 _1011.2 STAIRWAY WIDTH NO CHANGE,NO STAIR PROPOSED ON-E-TRONIeD VERIFIED SEPARATION DISTANCE 15'<20'=AREA OF UNPROTECTED ov,cs NN OPENINGS LIMITED TO 75%WALL AREA.FIRE SEPARATION •9.9 1011.5 STAIRWAY TREADS AND RISERS 11"D TREAD MIN,7"H RISER MAX NIA _ YNpR:aq DISTANCE z 20'=NO LIMIT TO AREA OF UNPROTECTED 9.10 1013 EXIT SIGNS REQUIRED PROVIDED.SEE 0-A0.2.4 FOR LOCATIONS wmmDraans99Nra Drv:c=m; OPENINGS. 9.11 1014 STAIRWAY AND RAMP HANDRAILS REQUIRED BOTH SIDES.34-36 INCHES HEIGHT,11/4"-2' NIA E.xill.s¢Mepae,com. DIAMETER William R 9Repph Dsneppma 4mdpp:CN=William 4.CONSTRUCTION TYPE PER ALLOWABLE BUILDING SIZE 9.12L 1015 GUARDS REQUIRED FOR WALKING SURFACES-_30ee "ABV.ADJACENT N/A -R shenp 4.1 J503.504,TABLE 5134.3 BUILDING HEIGHT-F ET 50 FEET MAX.GRADE PLANE=9.40'(APPROX.) 31'-6"NO PROPOSED CHANGE TO HEIGHT.SEE 1/1-A-5.4 I GSE' Pam zo�os.zs 4.2 1514-104,TABLE 504.4 BUILDING HEIGHT-STORIES ABOVE GRADE 2 STORIES MAX 2 STORIES PROVIDED. 9.13 1017,TABLE 1006.3.2 COMMON PATH OF EGRESS TRAVEL STORIES WITH ONLY ONE EXIT:75 FEET MAXIMUM TO POINT SEE D-AO.2.4 AND 0.A0.2.5 FOR COMMON PATH OF EGRESS tl4.eB28OFeo' PLANE (2) DISTANCE WHERE TWO PATHS EGRESS AVAILABLE DISTANCES 4.4 505 MEZZANINE N/A NO MEZZANINE 9.14 1017,TABLE 1005.3.2 NUMBER OF EXIT OR EXIT ACCESS 2 REQUIRED A7 OCCUPANCY-49.1 REQUIRED ELSEWHERE SEE 0-A0.2.4 AND 0-AO.2.5 FOR PATHS OF EGRESS DOORWAYS 4.5 -504.3,1510 ROOFTOP STRUCTURES ALLOWED NON PROPOSED (2) 4.6 506,TABLE 506.2,508 BUILDING AREA FOR MIXED USE BUILDING, 18,000 SQ.FT.MAX(A-2/A-3 MOST RESTRICTIVE OCCUPANCY).20,111 SQ.FT.@LOWER LEVEL.1,214 SQ.FT.@UPPER LEVEL 9.15 10D7.1.1 EGRESS SEPARATION THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT SEE 0.AO.2.4 AND 0.A0.2.5 FOR EXIT DOOR SEPARATION ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF DISTANCES MORE THAN 1 STORY ABOVE GRADE PLANE SEE ITEM 4.8 FOR FRONTAGE INCREASE THE LENGTH OF THE DIAGONAL DIMENSION OF THE AREA 4.7 507.510 UNLIMITED AREA BUILDING NOT APPLICABLE DOES NOT MEET CRITERIA FOR UNLIMITED AREA BUILDING. SERVED TO 506.3 FRONTAGE INCREASE AREA FACTOR PER 506.3.3 If=[F1P-0.251W/30 [1268/1266 30/30=.75 9.16 1006.2.1 TRAVEL DISTANCE A=75 FEET MAX.B=100 FEET MAXIMUM SEE 0-AO2.4 AND 0-AO.2.5 FOR TRAVEL DISTANCES 4.8.1 A-2 18,000+(.75'18,000)=31,500 SF TOTAL ALLOWED LEVEL 1 PROVIDED:10,789 SF 9,17 1020.1 CORRIDOR CONSTRUCTION 1-HOUR FIRE PARTITIONS NO NEW CORRIDORS PROPOSED 4.8.2 A-3 18,000+(.75'18,000)=31,500 SF TOTAL ALLOWED LEVEL 1 PROVIDED: 8,036 SF 9.18 TABLE 1006.2.1 NUMBER OF EXITS 2 MINIMUM WHERE OCCUPANT LOAD EXCEEDS 49 AT A.B AND 4.8.3.1 B 27,000+(.75'27,000)=47,250 SF TOTAL ALLOWED LEVEL 1 PROVIDED: 526 SF M OCCUPANCIES,OR LIMITS SET FORTH IN ITEM 9.13 4.8.3.2 LEVEL 2 PROVIDED: 1,214 SF 9.19 1016.2 EGRESS THROUGH INTERVENING SPACES JALLOWED PER CONDITIONS SET FORTH THIS SECTION COMPLIES. _ 4.8.4 M27,000+(.75'27,000)=47,250 SF TOTAL ALLOWED LEVEL 1 PROVIDED: 760 SF 9.20 1022 VERTICAL EXIT ENCLOSURES NOT APPUCABLE THIS PROJECT 4.9 508.2 ACCESSORY OCCUPANCIES ALLOWED IF CUMULATIVE AREA IS<1O'S TOTAL NOT APPLICABLE 9.21 1026 HORIZONTAL EXITS NOT APPLICABLE THIS PROJECT 4.10 508.3 MULTI-OCCUPANCY BLDG WITH ALLOWED IF EACH OCCUPANCY IS UNDER MOST RESTRICTIVE COMPLIES.CUMULATIVE AREAS AT LEVEL 1 TOTAL 20.111 SQ.F7. 922 1027 EXTERIOR EXIT STAIRWAYS ALLOWED PER CONDITIONS NOT APPLICABLE THIS PROJECT NON-SEPARATED OCCUPANCIES LIMITS OF TABLE 506.2 <31,500 SQ.FT. 9.23 1028 EXIT DISCHARGE COMPLIES.SEE SEE O-AO.2.4 T'l l 508.4 MULTI-OCCUPANCY BLDG WITH SEPARATED NOT REQUIRED 9.24 1029 EGRESS FROM ASSEMBLY OCCUPANCIES TRAVEL DISTANCE SHALL NOT EXCEED 250 FEET.COMMON SEE O-AO.2.4 AND O-AO.2.5 FOR TRAVEL DISTANCES OCCUPANCIES I PATH OF TRAVEL DISTANCE FOR ASSEMBLY OCCUPANCIES 2 4.12 509 INCIDENTAL USES LAUNDRY ROOMS-100 SQ.FT.FIRE SPRINKLERS OR 1 HOUR EXISTING LAUNDRY ROOM LESS THAN 10%FLOOR AREA AT 50 SHALL NOT EXCEED 30 FEET. -' SEPARATION REQUIRED.AREA CANNOT EXCEED IO%OFTHE LOWERLEVEL k_2_H 1024 EXIT PASSAGEWAYS NOT APPLICABLE THIS PROJECT AREA AT THE SAME LEVEL 10.SPECIAL FEATURES OF BUILDING Adandc Beach 5.SPECIAL DETAILED OCCUPANCY REQUIREMENTS 10.1 2406.3 SAFETY GLAZING REQUIRED AT HAZARDOUS LOCATIONS. 'SEE BUILDING ELEVATIONS 1-A5 SERIES DRAWINGS.ALSO D00 5. 401 SCOPE SPECIAL REQUIREMENTS BASED UPON OCCUPANCY AS NO SPECIAL DETAILED OCCUPANCY REQUIREMENTS APPLY 70 SCHEDULES&ELEVATIONS 0-AO.20 - - -- LISTED THIS PROJECT Atlantic Beach Country Club 6.FIRE&SMOKE PROTECTIVE ELEMENTS 11.ACCESS COMPLIANCE 11.1 2020FBC ACCESSIBILITY TO PUBLIC BUILDINGS, REQUIRED. SEE 0. RA A0.2.4 FOR ACCESSIBLE PATH OF TVEL.SEE 0.A0.10 Phase 1 6.1A 704.TABLE 601 PRIMARY STEEL FRAME RATING NOT REQUIRED ACCESSIBLITY PUBLICACCOMMODATIONS,COMMERCIAL SERI ES DRAWINGS FOR ACCESSIBILITY REQUIREMENTS Construction Documents 6.1 B 704,705,TABLE 601 EXTERIOR BEARING WALLS RATING NOT REQUIRED BUILDINGS 8 PUBLIC HOUSING 1600 Salva Marina Drive 61C 704,TABLE 601 INTERIOR BEARING WALLS RATING NOT REQUIRED Atlantic Beach,FL 32233 BAD 704,705.TABLES 601. EXTERIOR NON-BEARING WALLS 1-HOUR PROTECTION REQUIRED AT LOCATIONS WITH F.S.D.< NO CONDITIONS EXIST.SEE 0-AO.2.2 FOR FIRE SEPARATION 602 10' DISTANCE 6.1E 704,TABLE 601 INTERIOR NON-BEARING WALLS NO RATING REQUIRED UNLESS REQUIRED BY OTHER NO RATED WALLS REQUIRED BY OTHER PROVISIONS REVISION N0. DALE DESCRIPTION PROVISON IN CODE 1 12A2-22 SD PRICING 6.1 F 704,TABLE 601 FLOOR CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED 2 2-+023 t OD PRICING SECONDARY MEMBERS 3 90%ED BAG 704,TABLE 601 ROOF CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED a s-2azs r PERrerr ser SECONDARY MEMBERS 6.2 706,705.5 FIRE WALLS NOT REQUIRED,BUILDING DOES NOT EXCEED MAXIMUM FIRE AREA 6.3 707,508.4.4 FIRE BARRIERS REQUIRED AT SHAFT ENCLOSURES.REFER TO ITEM 6.9 NO SHAFT ENCLOSURES 6.4 708 FIRE PARTITIONS NOT REQUIRED 6.5 709 SMOKEBARRIERS NOT REQUIRED 6.6 710 SMOKEPARTITIONS NOT REQUIRED 6.7 711 HORIZONTAL ASSEMBLIES NOT REQUIRED PER ITEMS 6.1F,6.1G 6.8 712 VERTICAL OPENINGS OPENING PROTECTION NOT REQUIRED.SEE ITEM 6.13 6.9 713 SHAFT ENCLOSURES NO HOISTWAYS.NO DUCT CHASES PENETRATING FLOORS OR NIA ROOF ASSEMBLY tz 6.10 714 PENETRATIONS PENETRATIONS OF FIRE RATED WALLS,HORIZONTAL NIA ASSEMBLIES,AND SMOKE BARRIERS SHALL BE PROTECTED BY APPROVED MEANS 6.11 715 FIRE RESISTANT JOINT SYSTEMS JOINTS IN FIRE RATED WALLS,HORIZONTAL ASSEMBLIES,AND NIA SMOKE BARRIERS AND HORIZONTAL ASSEMBLIES SHALL BE d) PROTECTED BY APPROVED MEANS Ljj 6.12 716 OPENING PROTECTIVES REQUIRED AT RATED WALLS,HORIZONTAL ASSEMBLIES AND NIA Z W SMOKE BARRIERS J 6.13 717 DUCTS AND AIR TRANSFER OPENINGS LISTED COMBINATION FIRE&SMOKE DAMPERS REQUIRED AT NIA ~ Co FIRE BARRIERS,SMOKE BARRIERS,EXTERIOR WALLS AND LL HORIZONTAL ASSEMBLIES 06 IL 7.ADDITIONAL FIRE PROTECTION SYSTEMS w 7.1 907.2 FIRE ALARM PROVISIONS JEXINEWSTING AREAS BUILDING HAS FIRE ALARM SYSTEM.EXTEND TO SEE FA SERIES PLAN } 7.2 1905.3 1 STANDPIPE SYS TEM INOTREQUIRED O J 7.3 905.4 LOCATION OF STANDPIPE HOSE STANDPIPE SYSTEM NOT REQUIRED.SEE ITEM 7.2 = Q V CONNECTIONS Co Q J ULu zp QU W T LLI W QU IL IN 0-A0.2. 1 SCALE: DRAWNBY.WRS!MW!M:NY PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 j 310.670.9144 wil.s@sheµae.com aw,I, r-- I I I I 5E 0: F[o9� 450 SF I 1 13 450 SF 13 I a I JARTp � fseen elecmomcucr cx wlul.3.a.snEaawaosiaoiloa I JDENSENuamEa na,ozeaa GNTwE onrErne I I I Dc�riENr—NDT=NSIOE ssGnED u�o RE 9TEE-Rr ED an,w.e�ec,aomccoraeswu v�I I r L__J DN^uen---Edey I ra�nam R snaPWme Ew,Rs�Sllepda.wm, F ————7 William R YNeppld,tlA— RShIERM OYw?lY&05.23 I d@ad,Y$07'DO' 31 SF 1,276 SF I I I I 1 I I 145 SF I I I '1,993 SF 8,711 SF I f—_ ——— �--------�---� I ot � �- J L JAdandc Beach -__ - m y - 935 SF },- SF3,558 SF Is I Atlantic Beach Country Club 4'(17�� i Phase 1 I � 19 1. a ICOnstruction 600 Selva Maanna Dnee t3 (JAtlanilc Beach,FL 322ff•�� 144 SFI: I REVISION _J N0. DATE DESCRIPTION —————————————————————————— r r— @ 2 5 D P R I C N G L✓ _ I 2 2-10.23 DC PRICING f 3 —3 90°%CD L—————— —- r r------- ----J _—__ I 4 S2S23 PEPMITSET I I I I t I ~ L PHASE 1 OCCUPANCIES B:2 I 514 SF I E]A-2 I I J1 A-3 --- _ B fA I W r M Z J ------J H W FL PHASE 1 —MAIN CLUBHOUSE AND FITNESS CENTER OCCUPANCY PLAN—LEVEL 1 w SCALE: d®s ❑ J Z 1 1/8"=1'-0" Q Z BUILDING AREA W LEVEL 1 LEVEL 2 Cf) W A-210,789 SF B 1,214 SF O } A-3 8,036 SF• = U B 526 SF Co Z M 760 SF Q x 2D,111 a U� TOTAL BUILDING AREA Z U 21,325 SF Q QO r W w 71 W �U 0-A0.2.2 SCALE:33z=1'a DRAWNBY:WRSIMW;7Li NY c PROlECi N0.:20223.12 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J 310.670.91" will.,@ahepae.Dam 0 AIR 16M*I !o x NDSRUR. DERE.I.FOAAND —� SEALED AND THESIGv TUSRE MUST aE vaRIFlED aLaCTaOnIC COPIESIjj,e.d y ON:C.Ve. �^a €yenll.s®shspae.com, William R SPnqIpYOd AAA.dNMD, - -- RSIill, =William D Snepplpa 0:2SCDEUSS,3 = lI _ C I Atlantic Beach Tr -- _�.. Atlantic Beach Country try Club Phase 1 - T - — — Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 -- — REVISION NO. GATE DESCRIPTION 1 12-D122 SD PRICING 2 2-10.2] DD PRICING 3 33623 N%CD 4 52323 PERMIT SET OF PHASE 1 OCCUPANCIES B U) En LU CV Z J I— w PHASE 1 - MAIN CLUBHOUSE AND FITNESS CENTER OCCUPANCY PLAN-LEVEL 2 E: w SCALE: D zD z 4 FEET 1FEET a ❑ J Z 1 Q Z wQ (n J O � IU Co Z ' � Q J d U � ZU QU � w w Z (n w = U 0-A0.2.3 SCALE Sar=nv DRAWN BY:4YRS 1 MW;MJ INY PROJECT NO--2022-352 e SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE 106 CALABASAS,CA 91302 b 310.670.9144 wO,@shSp.,Com a ❑ D o Or F(0 1 v AS 9 . . 1r a a a O I1 AR stERPo AV"� �--- —'f- ❑ a C) a ti iCOPIES ctt:s_ePnoHI'.21MI AN OvE- JSs C+ ncaPTM �a -U-APE NET CONSIDEREI ory arvrcCEcraoNlc coalEs ST BE vER�D uasb�ea or Vall4am R 9hepP— orv:c_1s,' E-tillh ee.mm, ❑ .�.,j William B'JheppMN O-S PS,4bMA a 5�{unc-11'..R Grep{iUN 0828T10T00'ffoo. ❑ I -E+ - 1 1% - .nric Beach Atlantic Beach Country Club Phase 1 r > 6 o Construction Documents 1600 Selva Marina Drive Alanlic Beach,FL 3223 REVISION — ^ N0. DATE DESCRIPTION 12-02-2] SD PRICING 2 2-10.23 DO PRICING 3 330.23 90%CD 52323 PERMIT SET rF- T EGR oS o AND ACCESS PLAN -LEVEL 1 U w w > OCCUPANT LOAD-LEVEL 1 -PHASE 1 ROOM FUNCTION LEGEND z w DCG. DCC. OCC. ' ROOM FLOOR AREA LOAD ROOM FLOOR AREA LOAD ROOM FLOOR AREA LOAD ACCESSORY STORAGE AREA ZQ NO. ROOM NAME USE TABLE 7004.1.2) AREA TYPE FACTOR OCCUPANTS NO. ROOM NAME USE(TABLE 1004.1.2) AREA TYPE FACTOR OCCUPANTS NO. ROOM NAME USE(TABLE 1004.7.2) AREA TYPE FACTOR OCCUPANTS ASSEMBLY-STANDING SPACE Q J SERVICE YARD STOCK,STORAGE,SHIPPING. 1,834 SF GROSSE15 6 111 PRIVATE VESTIBULE LOCKER ROOM 71 SF GROSS 50 1 131A ACCESSIBLE COMMERCIAL KITCHEN 46 SF GROSS 200 1 IZ 001 PORTICOCHERE ASSEMBLY-UNOCCUPIED 352 SF NET 112 SHOE SHINE AREA LOCKER ROOM 51 SFGROSS 50 1 RESTROOM w (n 131B FOOD&BEVERAGE ASSEMBLY-STANDING SPACE 145 SF NET 5 29 ASSEMBLY- 001A BREEZEWAY ASSEMBLY-STANDING SPACE 162 SF NET 32 1)3 MENS PRIVATE LOCKER ROOM 427 SF GROSS 50 9 (n LU 002 DELIVERY ENTRY STOCK,STORAGE,SHIPPING. 144 SF GROSS1 RESTROOM WINDOW UNCONCENTRATED w 006 DININGPATIO ASSEMBLY-UNCONCENTRATED 537 SF NET 36 115 MENS RESTROOM ASSEMBLY-UNOCCUPIED 209 SF NET 0 1310 BEER COOLER COMMERCIAL KITCHEN 68 SF GROSS 200 1 O U 007 COVERED PATIO ASSEMBLY-UNCONCENTRATED 739 SF NET 49 116 RESTROOM FOYER ASSEMBLY-UNOCCUPIED 72 SF NET 0 131E FREEZER COMMERCIAL KITCHEN 785FGROSS 200 1 ASSEMBLY-UNOCCUPIED 008 GOLFPORCH MERCANTILE 168 SF GROSS3 117 WOMENS RESTROOM ASSEMBLY-UNOCCUPIED 210 SF NET 0 131F COOLER COMMERCIAL KITCHEN 146 SF.GROSS 200 1m008 GOLFPORCH LOCKER ROOM 231 SF GROSS5 118 DINING VESTIBULE ASSEMBLY-STANDING SPACE 165 SF NET 5 33 131G ELECTRICAL SERVICE MECHANICAL EQUIPMENT ROOM54 SF:GROSS 30D 1 ❑BUSINESS AREA 009 FIRE RISER MECHANICAL EQUIPMENT ROOM 64 SF GROSS1 119 VESTIBULE ASSEMBLY-STANDING SPACE 65 SF NET 5 13 131H MECHANICAL SERVICE MECHANICAL EQUIPMENT ROOM 77 SF GROSS I 30D 1 010A BREEZEWAY BUSINESS AREA 89 SF GROSS 150 1 120 BAR BUSINESS AREA 158 SF GROSS 150 -1 1311 FOOD&BEVERAGE BUSINESS AREA 119 SF GROSS 150 1 COMMERCIAL KITCHEN U ZQ _i 010A BREEZEWAY ASSEMBLY-STANDINGSPACE 2758E NET 5 55 120A LIQUOR STORAGE& ACCESSORY STORAGE AREA 48 SF GROSS 300 1 OFFICE o 010B FIRE RISER MECHANICAL EQUIPMENT ROOM 22 SF GROSS 300 1 COOLER 737 LAUNDRY ACCESSORY STORAGE AREA t59 SF GROSS 300 1 ❑EXERCISE ROOM z ui 01 OC ELEC CLOSET MECHANICAL EQUIPMENT ROOM 21 SF GROSS 300 1 121 GRILLE ASSEMBLY-UNCONCENTRATED 1,230 SF NET 15 82 140 FOUNTAINS SWIMMING POOL DECK 55 SF GROSS 50 1 m 011 POOL CABANA ASSEMBLY-STANDING SPACE 443 SF NET 5 89 121 GOLF PRO SHOP BUSINESS AREA 145 SF GROSS 1151) 1 142 MENS POOL RESTROOM SWIMMING POOL DECK 331 SF GROSS 50 7 2i UJ Q a OFFICE 145 WOMENSPOOL SWIMMING POOL DECK 334 SF GROSS 50 7 LOCKER ROOM ..' 012 POOL CABANA ASSEMBLY-STANDING SPACE 443 SF NET 5 89 RESTROOM 100 FOYER ASSEMBLY-STANDING SPACE 2B2 SF GROSS 5 56 122 GOLF PRO SHOP MERCANTILE 597 SF GROSS 60 70 C7 -101 RECEPTION ASSEMBLY-STANDING SPACE 116 SF NET 5 23 123 MENSLOCKERS LOCKER ROOM 497 SF GROSS 50 10 146 MANUAL THERAPY EXERCISE ROOM 115 SF GROSS SO 2MECHANICAL EQUIPMENT r w a 124 DINING LOGGIA ASSEMBLY-STANDING SPACE 630 SF NET 5 126 748 CORRIDOR EXERCISE ROOM 90 SF GROSS 50 2 ROOM r 701A RECEPTION DESK BUSINESS AREA 118 SF GROSS 150 1 124 MERCH.STOR. ACCESSORY STORAGE AREA 29 SF GROSS 300 1 149 MECH/ELEC MECHANICAL EQUIPMEN=E. NE GROSS 300 1 U) of r 1018 WAITING AREA ASSEMBLY-UNCONCENTRATED 748 SF NET 15 10 125 DINING HALL ASSEMBLY-UNCONCENTRATED 1,728 SF NET 15 115 150 RECEPTION ASSEMBLY-STANDING NET 5 -38 MERCANTILE a w c 102 VESTIBULE ASSEMBLY-STANDING SPACE 63 SF NET 5 t3 126 MULTI-PURPOSE ROOM ASSEMBLY-UNCONCENTRATED 550 SF NET 15 37 151 GROUP FITNESS EXERCISE RODM GROSS 50 14 0 103 HALL ASSEMBLY-UNOCCUPIED 124 SF NET 0 127 SERVICE COMMERCIAL KITCHEN 1043E GROSS 2D0 1 152 MENS FITNESS EXERCISE ROOM GROSS 50 2 ❑STOCK,STORAGE,SHIPPING. d Z Y 104 MEMBERSHIP OFFICE BUSINESS AREA 183 SF=GROSS 150 1 RESTROOM V 128 HALL ASSEMBLY-UNOCCUPIED 73 SF NE7 0 M 106 WOMENSPRIVATE LOCKERROOM 675 SF GROSS 50 14 129 TABLE STORAGE ACCESSORYSTORAGEAREA 90 SF GROSS 300 1 153 WOMENSFITNESS E%ERCISEROOMGR055 50 3 ❑SWIMMING POOL DECK RESTROOM RESTROOM 109 FDC/RISER MECHANICAL EQUIPMENT ROOM 27 SF GROSS 300 1 13D STORAGE ACCESSORY STORAGE AREA 20 SF GROSS 300 1 iyt EXERCISE ROOM E%ERCISE ROOMF GROSS �11 110 WOMENSLOCKERS LOCKER ROOM 209 SF GROSS 50 4 131 KITCHEN COMMERCIAL KITCHEN 1,762 SF GROSS 200 9 155 YOUTH ASSEMBLY-UNCONCENF NET OA0.2.4 721 BAR ASSEMBLY-STANDINGSPACE 76SF111.5LIN 24 156 CHECK-IN ASSEMBLY-STANDING SPACE 97 SF NET FT 156 CHECK-IN BUSINESS AREA 51 SF GROSS SCALE:33t=1P 157 UNISEXRESTROOM ASSEMBLY-UNOCCUPIED 49 SF NET DRAWNBYNRS:MA;MJ;NY PROJECT NE:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE 106 CALABASAS.CA 91302 d 310.670.9141 w11.s@sheµae.com GF F� R T AR 11230E 9 EKED ARGat- >• Nn0 BEEN E�EC111owcoLLv SIdE on -— anatNUAE PF-ED-ESO�iN�iEisolortAE EEEci1011i COr¢sinu ....ven —1ipED ppM1v(/ etl by >. wmram P�ner+Rnlb Drv:c.us E.aill.s®enepea.com, WilliamR WwppMrd O.Snep'ptaE R S,q op CN=WII,am nepNetl _ Od1628$7'00' T Atlantic Beach LE. Atlantic Beach Country Club — 1 1_ +-z d Phase 1 Construction Documents -L------------ -- - 1600 Selva Manna Drive Atlantic Beach,FL 32233 .— REVISION NO. DATE DESCRIRTION 1 .1202-M.SD PRICING 2 2-10.23-DDFRICING 3 33623 101 C0 52323 IF-IT SET EGRESS AND ACCESS PLAN-LEVEL 2 SCALE: 0 2 41FEET e U W OCCUPANT LOAD-LEVEL 2-PHASE 1 ROOM FUNCTION LEGEND W - z W J-- J 1 ROOM FLOOR AREA LOADz NO. ROOM NAME USE(TABLE 1004.1.2) AREA TYPE FACTOR OCCUPANTS BUSINESS AREA C Q 158 lMAINTENANCE ACCESS.UNOCCUPIED 242 SF GROSS 0 ❑MECHANICAL EQUIPMENT z d 200 ACCOUNTING BUSINESS AREA 259 SF GROSS 150 2 ROOM W Uj 201 GENERAL MANAGER'S BUSINESS AREA 131 SF GROSS 150 -1 (� (n OFFICE ❑UNOCCUPIED j W 203 SECURITY AREA BUSINESS AREA 276 SF GROSS 150 2 O (� 203A TELEPHONE AREA .MECHANICAL EQUIPMENT ROOM 56 SF GROSS 0 (� 204 HVACIMECHANICAL IMECHANICAL EQUIPMENT ROOM 250 SF GROSS 0 mQ r MEZZANINE � D UQ z CA LLI CD W W Of W z W 8 U 0-A0.2.5 SCALE:317m,W ORAWNBY:WRSIMWi MIiNY PROJECT NO.:2012552 a ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES 3Q573 p,r,gel f��,M aasmi°Oq"« RS BUILDING BLOCKS n.3a _ __ ACCESSIBLE ROUTES ARCHITECTS+ENGINEE26560 AGOURA ROAD.SURE 106 was stWlce60 ex•xs11525 mn)wroe mMimlm where[ne depth exveetls 151ncheel38C mm) ••^ +g-...,^'••eY' _'"_ �'„ '" A` . rrrtrlen��rr•.rar I =w.ml.. •r,rW wh-v�--tiw-r-rww-.,...r ie-ti dol Genera CAIABASAS,CA 91302 302.1 G-N b 310.670.9144 wilLE&Idepae.mm Rd-dl gmun0 sad--111.slable,Orm,and sEpresista-dshNl eomplywM 302. • r� • w�r�r40N.1wwurs E%CEPTIONS: N UrCEPypN.Mabprganva✓N:�Msnw:gv�.•:-.w+ +a"-•� •• Tne Prov S:ars nl Cllaper4shallapply xTere requiretl byChaaer2ax'h.dd,,encetl hyorequirementsNis rade. Wilkin-I cont m-di areas,Ill and ground sir -shall nm be mq-d to hi stable,I.,and ap rasislanl. Q g --port sport acdvhy shall nM be requiretl m comply wiN 302 %gf ® 402 Accessible RONes - - x- Ativiso 3D2.1 G.... surtace is one Mat remains undlanged by coMminnamsmapplied brce,so Mal v.Men Ne comaminantbfuceis _ Me surtace re6ons to original mndeion. d ,t resists tlefprmamn by eehx intleMedms v paNdes moving on its surtace.A '' -+ 402.1 General - s rxcelScrs.mrseeas fllpresisMnl surfam pmvges suflficiem MRionel muMertorce IOM=tortes axerfed m walking lO penin safe amhula6m. -- � Accessible mutes sM1d1 comelywilh 402. 30230pe119s . BO r(wn . N+•r.\Y: Ih lr` da2.29nmponenls Openi gin Nflmrugrwnd audaces shall ntl allgw passage ofa3pheremore Nan 112 into D3 mm)tlramelae azalloweein40]A.3,409.4.3, i]S pj I �q.•x AcceW.Ob.-sh.-hl M th One orm«e al e bllGwing components:walFingaurtaces wiM a mooing slope di then 1:20.tlmrways, /10.4.6105.3 ant 610.10.EIagaMd openings shall be gacetl so 16x1 Melmgdimmsipn is papendiculN to Ne dominant tlirectim of Vavel. FIGURE 305.73 ELmmpss,cub ramps excluding Me 11,16 sides,elavalore,ane pladOrm lifts Aft umpvrenls of an a--d come shall comply-Me apph"N' Df FID 303.1 General w r rcqulremaMSWChap4r4 antl 208.3.1. 3 s qo oranges s level are Detrained in flan Or grouse surfaces,Mey shall campy wiN M. MANEUVERING MEARANR IN AN ALCOVE.PARALLEL APPROACH Nsuaf 3m0 v EXCEPTIONS: Aavisory4022(405) db,RdNRdP1(108).-p-RERsm,.slopesnm steeper Man 1:20.see:033.ONer canponenrs of eccesslblerMes. AnimalmMainmmlareas shall not be requvrd io raspy wiM 303. F�.MwNrEo mmTMUP Fl as 2mps(4051-553.ramps.S..inare I.dmslto be more steeply 5opeb. �tp Arias Nspprfa�Gvnyshalna be Id.dq to cEl .0y 303. 306.1 G-NEI �.Iq ONKya Florida requiremems tls.553.8091.F.S.,Fcaporantlssecdpn 206.3.1 mr acceszidemaleim parking that modilyrequirememS MCAapter/muss 1 {r Wherespam--anelement{s ild-as part of div floor or S-dd space or Nmingspd-di space snap comply v 3G6.AdeNonal becompliedwhlh.Punr-bel s6535t2,F.5.,Florida requiremenn,ncept s.553.5041(5)(a)vaOM of accessible mule to pananq and 6553 Ml1c)1 IV AR1 space shat sol be pghLiletl beneaM an element but shall sol be wreNertN as part of Me tlearflooror pound space ortumin9 space . pehmg space ane access aL4e widN,may Da waived tlbvnm Me requirements blM1e ADA Stardwsia Acrossihle Design. -lb^ m m Advisory 306.1 General.Clearances aremeasured in relalibn M the Usable clear Moor spare.sol necessarily to the vedi®Isuipdn for an element. 3075 Requbetl Clear WitlM C 1W,. ]OixK x When d-Ining d-antler en ableG for requiretl taming or maneuvering space,mre should he taken to ensure Me space is cleardany ProWtlMg objects-11.1 reduce Me dearwidM inquired for--idamutas. RED AFC (Iw,gesn k<elrx''r.rcn Ib,mmrlrar nuxe„vmsNl Mpnmmrm m oesem<x obs(mepms. 403 WYking Suaeces 306 R-Ranges :03.1 General Has En EIEDTflOHIDALLV SIGNED f IIIRX 3052Tce[leawrxe I Wagons surfaces Mal areeDarf of an accessible route mall comply wMh 403. Ea uD DV WIWaN P.6p 8-POI es _ welerae,. LCENSEry Naex aH Iola a ,+, 403.2R.-Gmuntl Surface ANDroRnNEsIaxPSOowNusmlcAOI�ITA- 1 Peace rawgesowl<arylywM3ea FNv or gmund surfaces shall eanplywiM 302 SIGNANNE PNIMPO CONESEOF 1X15 FmuPF ani] F________+� SEA-ED NDTHE NGNATU E1 SIGNED PNO 1 ACmrmy IDs M my -p Human_ wldrrgxemeou sumascwrroeks ravm,w 403331ope ON ANI1-TR 6MV$T B=VERF[O \�,``}} 6 1 rg desrg W<n nese r nose , bkpxeananf.l« The mnrung slope V alkng surfaces shall ddi be xaeperMan 1.20.The wins slopeof waking surfaces ahallna be sleeper Nan 1,48. �--_ r Bnrxo veanuErxAxaE lx tEv¢ 'Y7 + IL .piF - NlflOamfl SMPPbrtl erne L___., wnxuxa <rx.[.wren suae.nes. a e.<h•a.pesmR,rea W3a 'Wh M1f-w�� .. .4...a.�-�..�•.... ..... r eNxSltle 4034C rn -1 cl W7 amR win. +•n:.. -' - s} - ri.®M j Rd-d-) 31'mG-del mm �sN1',`vrnyr',:e -U NJ "r Ey,�p..d. hNJppyd.dI..mmeasctlearannesMmdcam3 mm use crculatian paths shell be permiRad to Ue deveesed by work areaequipnent � E-11,s@Blep-ee pLan TQD: ••�• � �6mex_ 17-25 Arwaab�e,Crvw am R Shepplttl AMimyxiu e.raw..,dNrye„k..ta-tll.l=.n3mm,nPerm-xemx'r.wrls/ramibwaarrr.xhiaa„a.n l,Mrea He.....n,r,.:rmarM (ay ty) �sgisei�ooz9 <a,ar.a<I,.,Frm....r«ee'r_.,nnarram n�:a,nraw!ea<raa„E'•,.<hrn:w„Im:,.<«rdy wMagsla,mNl«.osle„ro w:r:P:; G prowmea Mat Ma aaRiase is eeseneal to Ne runrvgn Orme work bang penormaa. FIGURE 3062 e a 12 ; ] TOECIEVeAN[E 308.2 F-M Reach wxs,lryarrpeM i - kaapsxlmtlNn w362 xa40u3,me,xxvrprp.tlw»:mgwrfxwxxgb 3g wxs19tsmmsmnmvn GA P6UM Mai SpaeuG nefrmenr between Me fi-d Too,or gmund and 9,diI-mm1 above the bdM nod,Or gmund shall heW com:tleretl Ice �`]-' � E%c[es10x:M Meapn psibeamnnmrreMeam3]aeneslets mm)maxnomMax'rf^c3NuxM!6lpmmlma.m«nlu«.me4,wr.Naetl roan ❑earanceand span comply w3M-1 vAxree brwrarea<Naunemuted,melgnrwxv:frx:I:rMvr.ti. a.s..e:.mv.xwFar•+.+...ar..v:. ....tri+:I••+.- sryrreua.sstw'x^ sepneresNxerbirtlses H]mHmm�bq..vvur:a,m]avra,es� .rnberrwxns. a3ntFo cHAxMwMY6 able rMprM nmvfartl •. _�gm_......�.. Changes in level grew,111121ntT(13mm)high shay bemmpea.end-11 comply 405 or 406.sviM Toe Id,-shall 1-d 25.-1,ia35 rami max:mumuMer an ekmme - .€y=. �:E la_ Rte, . B XIS 304Turning Space 30623 Minimum Required Depth 300 t, -1 General Where toe clearance is requiretl at an a/enemas parto!a clear Dmrsm<e,the Ice clearance shall extend I--NOD mm)minrmum FIwaF4oss.t Tumingepace snallmmply with 309. urtler:ne rkmem. 04.2a Gnaurm Surfaces CIFM WIOM OPANACCfSfrHF ROU1F Floor or,pEd ets&suAaces o1 a lurNng space shell[amply wiM 302.CM1anges in levy are rid parrn4led. Adli EXCEPTION solsleeper Man1'46snailbe per mre ed. 1163.4Adddb g Cteiran<e NGURF30Ap.t sory 31042FIaror Ground surface Escepgan.0.s used In Nis seNon,Me pNese..I-azin level-n..i surfaces vdM slopes andm Spueextending greaterinan 6lnches it50 mm16eyorM int available knee ckxance at 9:nc6es{230 mmj ahovetM1e fniznflmsor sudeus wiN ahmpt rise enceetling Mat permiHed in SecSm 309.3.suds rAarryes rn level are pMibiletl s required clear floor and ground spaces, waOssnunFo[oawu0 Awcx ming spaces,and in simgar spaces where people fiwheelchndtddtlgNermobiXytlevices mdAihAl that mpN.pl,d�1:asswfieaclrair grvmd mall not.-d- IN- e<anNdered ice c!earen<e. 4xwWmxium spaces.yr maneuver to use elements sunt as aldmrs,fiswes,aria idep6Gnas.Theeaaegim pertniN slopes not sleeper Man l:4B. �] wna•ean a<nrekrmenukese lm Mgree!m e•T- - -' - ' 301.35ee WMM o4w,etetl WdrlraN: aypoatarxms r,wn-,errtMSlslAmmenwenv"x�H:en�M'.t'm.rlwr�mm«..`.:rr•Y:t•hr~ ^ Turti"T space snail comply vriM 304.3.1I,304,3.2. T ream carr mmmu,rmr pxOwp4a•star mv4mar,tlMmMtMeerrml«a rsxxxemskssOw Mrepv-M rexnaa:hmw lM 304.3.1 Circular space rtec¢armxe-111,33.d-i)60 rami wbe miMmum_ an{6tvxxo - ce4Mm Ett3TM1:wlmexxdexxNnxtMtum a¢orates US:smmlmnvrun<v,pvrtewM tU53s1W rase regwaV The Wining spare shall be a space or E0 inches tl525 mm)diameter ndnimum.The spas snail be pvm/led m include Imee and toe dearence :actrtxmr MhlPmrwere reatn9saerte b rcMs 1133pnr,dm,werun.ne.e MrnaaepMam:mm Islemmlma.rmwr.Wtmearraxn Mph n complyv:g wiM 306. nhelsmmm)me w--Yue Hew axMp lmmmlrwwvn xtlae reaf.daanslNrlM x5nvnes1635 mmlmmmsm 306.2.1 General S�ace under 11elemi ent between NefinisM1 flowapound antl9inches 1230 mm)abpve MefinisM1Aarvgrpuna shall De mnslderetl toe clearenceF. DM31T SNpetl SPea a _11 comply wiM 306.2. r Az-� BeachArl 306.2.2 Mmbmum DINA jn1[r LE •Minimum Require=DapMWhaelae tlearance is reputed al an elemeMasDarf Olatleerflom space,Me medeannreshall Mena iTirrches 1430 mm)mininum rmOerNe \ G xS_, :Rw_,.W'. Atlantic Beach Country Club dam.L _ Phase 1 _. +0624 Aedmanal Clevance a w a!q [ Space extending greater Nen 6lnches(150 mmlbeyontl Me avatlahle knee Geerznm ai9intoes 1230 rami above Mefinish flea pryrountl shall rid OasinOclFO MY.H POawAao RExx r=rN4sr1Y Ws3 •-� Construction Documents H.. + he mnNeerea toe r seren=e 1600 Salva Ma/ina Drive 396.25 wimn 30u'Dneb�<1i0 awl.nmx ATN'"" Atlantic Beach,FL 32233 �^ + Toe tlearance ahYl De 301...E760 mm)wide minimurr. ,<kx ry«aDea,tlspxralbwsa pmavmappry _ .. Helen sNema<h NsaNpe'S vel+esDeOmm)n.nrmrw n�«• 403.6-d- --d, andrailsWhereM1andrags ere povitled alms walking suAaces wiM coming elopes nM sleeper Nan 1:20 May shallcmrWY wM 50.5. REVISION g,rpyylpgg Ativisay 403.6 Handrails Handrags provided in elevalgrcabs antl pled«m liths ere d.t regrnerl m cvnplyw Me regwremenls for handrags m N0. DATE DESCRIPTION FNun[3a3.x a- walNng surfaces. 12-02-23 1 BD PRICING i.AINFp NaWNGYKE �9i`e eMusrctwn sMlrMpenr.mdnrween Me<ten nom or poum you x,aoreekmerxrrnne Mer%M WYsmstunuxtOrrcnnlESmm) 2 2-10.23 DDPRICING -------- M 401.1 General 3 3]0.33 90Y=CD w--a maunxvn 305 Clear Flo«o,Ground Spam 4`� Imn+rvmmex:ee gimme s.u'xrV Doorz,doomays.aM gates Thal are pad of an euesside mule sM1Llmmpy wiN 4W. 52323 PERMIT SET �r 2mr'mraan of pxaspeness/u.pepemmmamhe Saurere:It3F rem xwan4weaJxeerehe+ Ej� 9N�I 1 <Dit d•spamxs+NrmWtnane. :rg EXCEPTION:Doors.domvays,anO gales daslgnetl to bepperel Nonly bysecuMy porsmna shaA rid ne requiretl la complywiN 404.2.1.40C2B, Clearfloav9.Rd apace aba3 mmplY IVH 305. �` v!Y L_____♦ 305.2 Floor v Ground Surfaces F -j~ 404.2 g,404.3.2 ane:04.3.4 11 404.3.]. Novo,ground sulams otadear0aor or pound space snafl comply who 302.Lhangesslevaere nm pemlwd. Advisory/01.1 General Exceptim.Sammy personnel.-6nve srYe mmrtl MtlmrslM1M are aiglNe lm Ne Exupdon e1would natbe 4041.1i EXCEPTION:Slopes nM.1.p.Nan 1:46 snail De pemrNetl. 111I[M r a accePtanle(v semnty personnel lO opvale Me loon la people wM tllsabilMes wM1tle allowing omers io nave lndependentauess. I' :04.2 Manual Doors,Doorways and Manual Gates N) RO Mamal doors and dooms dmancal Menden mr near nal-byw 4G4.z. aa.J so-. ebwRDn pbI j n, Wan 9alesi Passages TMexr apvdxar x+x oe90vawa0wmmlmrmu.Wae.urll]A mmlmnmun Fu.Eaeas rant ...d- try 404.2.1 Rev M,DIN,Giles,and Tums les 48 + Rldh,mg doss,--dg gabs,and mmstiles shall-be Pan of an--IN,mute. • 1.� a 306.31 6errx saoaumw an eknm.tbnween9 mexs V3pmm•mat:m<Ms1695 mmI WwesMhnan.fiowagroum nmrpe<ommReC knee rf,raaewmx,a - - g01[- r -2.2-1-11)..n antl Gales mrs.3 DaugF am3.t At least me of the aNvaleavea of tlmrweys wNl two leaves snail comply wiM 104.2.3 antl a04.2* n un RNra uxpuTAVmosmEnuOl E 6rxrM mvurenr-dxiwnia3s mn;mn�..�- _m-r.r�e.•.-rr nnl r-+ ao�aagbvan«xW R.xn 4M.x.Ta...w,rxlr n�'3 Rwrmee llYM «Pwmymramw,aFa,waapprp. .,..- .I- ~�vii-•..•. ;.-•'y`�e. a,;,r..w..r.tL,� 'w ms`s+--rr�.w�a tea... ..!�.�.....Vlr. m arcmxm:rtM-a Hwaaxl.n.....rr.,A.e Pe,�,e,ea.,......'..-., � .•.--.....-.. -._ pEpnrmmr aM;r:n:4n rwlt.....y., ..:. .. a _ _ erxrFt�---c.'•, ... xsaeMetmrM flcarvpwa,anaerrmesUam-•raw.-�F}•-.=.n.e rrrv•nr.+ r-er. w1..e.xrexn MWn n.w••�-.-_-�.TaM<��anu�r.�-wr••!>m•aaw:rv..ara.f a.e Yu �r.•<w�.rr.wab.a wnrwwys.r.�.u...�ti+-n�.a•w w+--r.~�wr++Arra.a.s.•-..- rw �.,16m=4=+rs'.ryrar wr.aw.4r r NGuxEsps.a usM lMe mmlmaxmvm� 0.a,3FFtOOx pa GaoVxosweE axMSD3vmmlrm 2emsM+I6e5.mmtaMw<ne4,stmt baa apaad.merree dex,ae siWMlx.mmeem•asar<exarxrd1 mm130mmlnaepm `XmP`m"1 Fx[[mtaES 3054 Nnee and Toe Gearenca IveaM6k,nesn5omm.nnr:gM Y I.maeNwva.apgrmsn Ms.;mmD6mmsn..+.n.vNs•M:W lav vn�a'-`a•�'-� ••aw ifs Unless Nbmiis.sp-d.dearM,Or gmund space shag be PermiOea to m-d Mee and toe Nearance canplying wfJ1 HE, Mt Ol eavxxrrxOvresam MP.ez aryxssrxtMoem neesobe buxnesml5 mmamwmwn apaemer.NlRa. 20oor yr�=Mme=�xmm�•^ r - V' ][penakp.m olrr:e!1sp.mers soar bepernxtMmoeN+cnesD3atl mmlmaumun measv4dhanarevvl+a orMevrM..tr.gwhwely� �s^oboo"'oHa,rx MpeNmxe'•rp - J a�ea-asss!Wr Ixl MMss']EAmrNMeemminvn d spa;Fexem nryrasaxemsuu w<srmrN:vM 32� S SrnYr u++ w rele•..ore+ala.rszfv Pare mre peer.,ab esn«fawaraam.am<mPvurman arrnarr. 301 ProWdN90blens rt P,owd'ng Obled Uhh. i- H Tom_ 30]1_ Ganem ProWtl'ng obi-1hd wmply wbh 307. 1 0 1 Y1 �1 IPaA4 E N3 (n } r am3Nam,marDmla i- 4 _1 " r„ea DwrH ramkw,gerylr,mmrr ltxnnrane¢e¢esm..+l.......n.'e.r.....11r•n-..._r..r...�- r-�-er..«....a ._.. n-'T-' euARwlpmPP paoawArs J � NGGREmss mMxwnr,«a«wym:ptlx oKwHa,wr. +3yEl.~ �z� PDamwx OF 1-1-Da.-ISPACE [Ilamox.wmr.aslwlbe pamaam pp P ruin--ma,nrwm b) Haun 3M 3 p) �m�r4••ss co 2. A 3056A--. Awimrr]esslNemxbn tanl¢wMna,arersuad win axexmmnwn,eenmaek rxp.npasaprasmwRomtbmemdxeH lM Nemertwantlx OeSTaOCrt0m6H NOFMACx Mr�NmumAma euvenn8..-Ades al mon and gales shallwmpy wiM 404.2.4.Maneuvering clOamnms snail extend Me full WNh MNe dpaway xa/ Dnelull unobswcted sloeaNa Gearflmror ground space snail aWdn an accessible rare or adlNn anothv clear gmragrwnd ysaw. wr,epr«Hum [kmere WwNmnrc ani E erequiredlalaoorsm M1ospn.I.h..ge¢ideclear�1.¢ W eaoWyraex. rbxnn Pxm_w,srras3oPxnkxa:mr¢mW<onrph:.rmrearemem+a PanvaaBogane sPr %CEPTION:Enby al patienthall not be requiretl loprovirle Nedeararrce neymd Me LttT side olNetlmr. -` 905.7 Maneuvamg Cl-- Id learance a .amrrrpa wmev suPpanrr,gxruouru<xvv recur:mer,.xrum apvrd.emral,sesrxr<e.srrrx.b.wusrxmwvkwwe Morton<rrreuwexn 309.1 General v v<r3.JonwWebwe 33rahe16e5mm1 Oerabl ads shallcanplywid, Wnereadear Rqp«groundspacersloceletl loan alcovevoMerwisenatl on allmparl of Mree¢iees,adddimal maneuvednB clearance snail rrmm ,ex ^^^11O P eP U De provided in auvmnce vont 305.1.1 and 305.7.2. 3092 Clear Floor Space A Gearflmr or gmund space complying wish 305 sha0 be provided Q 309.3 Heigh _ Operable pads snail be placed wiUin one m more of Me rcerh ranges sparNad in 306. a.]Isw-dAlmraadr OparaOon Op Operable paK shall be operable wiM one nalw and shell nM require light gi pindring,or Mdsnng tlthe wrist The torte required to aclivHe Akweams,ahe36 rchsPlsmmlwtlenar++um•mnerte4Pnrn<eees]aInn,a16'omm ' operable earls-11 be 5 p-(22.2 N)maximum. EXCEPTION:Gas pump noales shall not be requpetl to provim operable pexin Nal M1ave an zc0va0ng tome of 5 pmnds 122 2 N)maximum. I x:n t, a N6I1aE�3 Enm3Mwm,~DplNEpvRP:,a 0-A0.11 -RE 3as p 1 SCALE: AbxFlaywxa a[Apu4nlxAxKmvF.Fmw.nP...ewol DRAWNBY:WRSIMWIMIM PROJECTNO.:2022-352 ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES ACCESSIBLEROUTES a2.2D.. wa� Lore SID. ,.W w.Da 409.2.11 Prison Lights Leif ad"^^wc ^^ w ARCHITECTS+ENGINEERS Owrs,gates,,-1.9ights adjaIll t «rewgdes,29011.1....ormweg hh,li andstd permM1 vievnng trough to panels sndl nave to 4 t-•-e.�wwe--•ter+worts.-..•...•.rr.....�_,I. CALBASAS,CA 9130 SUITE 106 •'^"^"^`•^v""'^"•-••"• "" broom dal heat one glazes panel locama 43 inches(1090 mm)maximum above to onto now. 4 r+ CAIABABA3,CA 91302 4% .11.ION'.Vision lightswMthe lowealpan more tan 66 ind!es(16]5 mmJfrom tefinisM1 floor orInane spall not be requiretlmcanply xitb rselrwzax 404.2.11. d 310.670.9144 wll.s@shepae.com Ixs 000as 063 Aummalic adl Powdlstad Daws ad Gates amcsu 4wx4.1 sw,ytla oeaaWewn FrAx[uvFbw Wtlmurtt Marwtmrbtat].rrwv qummeee doors end aumma0c galas Nall windy wit 6043.Full-powered aWomafledods shallewnply wNf AN5103HMA A158.10 hnra hIdby reference,see'Rder Slxdardin ehagd17.Losw.negy andpower-assistedd«rs snag wmplywit ANSIRHMA A156.19(199'1x2002 nxpwlPa mw -""mss'+••'-�"�"ri1'•- wDwrwy edtan)(incapwamtl by by nderence,III Relerenwd Gtantlaras mchader l), xurmscrs•sxcrrt[ns nassaeaua a,ppre.4nd .up.ttgawaoDvw.y fe.lwiasmpn.mt Lae tmsrw nenadl r'" 404.3.1 aar Ip «may1ys sn ^sasspmml pai1l rovitle a tlear opening d 32 bndtes(015 mm)mtimum t poxer-on aM power-oX mode.TM minimum Gear vndth for aulomatis �� Nra¢aAvwxeFArwxNLLrdWvaou ri��a� �mmmmr door ayelems lnadoarnay shaA he bsaetl on Ue clea^pening pmvided Ey all leaves in the°pen povdm. womasee' rtd.esi:dpsmm 04.3.2 Manwvenn9 Cl...... -DE.Fzwoa OrtasouxpswF¢FpeE rsolStTlors E OF LICK Ave•a.tlr Dicwmr serar.tr>ox`arbpwrwry IIrryPM atN ape__Mbl.n.ntge We mnrv065mm nme•rSGPmm Cleana-d power-asdsted doom a nIshall mnrply wit 404.2.4.Clearances d aWwOaDc doors ad gate°wilhwd bad4ypowerand rrcm.IRD Pde AEw (1g65mmr . CETT N:Whble meansd.gre Indglcomdyw0h 401.2.4. •..i.•.- unto 535 mm; ta56 mmt EXCEPTION:Whore autOmalic"Di and gamzremain open in to power-oR emdtian.comp0antt wit 404.2.4 shatl mtbe requred y5f3C�w wrier Fwn hon - bxtdnl'130.er Inn la mors opener LtW tr pos•tn lr.,rtrera,fath 404.3.3 TAreshdtls 1 A ti ' 1paomaywit rro door oak:. ThresM1Gds antl tlfan9es in level at doorways sndl compYwM 404.2.5, dna pdvaeoraapimDODlmn!dsttemr•prune.wMemry ponwn o!Me spreren.mrrasrlxs{IoommlMMelPmP i+ Ins2A mml to 1915nmI 1x5 potrdw 404.340aa.I Ind gesand Gates in Sines C W •. •r.+wl!mas mml Oxrs in series and gates b sale,shall cpmgy Mt 40426. = a Sy�a 0.C•\ �•a•- to ..-.. •Ir .. z.Ber6rtt a«atrmns..ae I V.�f o A ib..�„•� .= amtd.Fnd,smm� ssmrnerlwpmmp 4.Rl.-I sI TEM I_Exns eEEN El�emox I"Ll"N Mawelly operated«nhds shall crxngy wit 309.The clear V«r space adjacent to the dmlrol shall be bcaletl beyontl the arc of to rba swing. E I n. FanxNraor V Nvnwsl!TPmmM ••+w•rrm--. r--(1 I E --'--_-----' ry`� sM1al II nInd 04N.3.6 klild,Ow 15ml min ddy PRn nil Lore maans�e p gin90r slid"n9d h,ane gales 'S.IlDing . tat 1111 OA _. _X<4 THIEnsimalIINERA s Il Dn'HEAo • mml - power areapart egress,the Gearbreek out^ening al twin rvRE PRIMED COPIES OF THIS Ix1tu >r ( cyaate germYm naMu44a.9S xUt4ENAPE��Cm9E MUST"1[0µE0 t t aq'- + E%LEPTION:WM1are manual torn In doors an0 wM 104.2 ane servetesemg meansde w1N 404.3.6 n.all rotbe O�EVEIEmR I A 9 mD 1,btl3.gan1305nm1!rrbsem Md:areprax40 I I a y lequiretl, g g gates comet' greet comppence [tW MUIWfsfMfMm[CnOM eb _____ I ■ 404.3.7 Ravdving Dams.R°vdvirg On.,aM Twnsdles 19llnam p 9 appni'd 3.Add6trtcMsN6DrrwrydGozera!q NN art prendsst �� RevIh.,aopre.revolving gales,and Wmsdle°shall rid Ee Part of an accessible male. 405.10 WW Conditions DN:C-VS. (a) (b) tan&fga L;D-10 wet condtonzs 1 be tlesignetl ID preveN Vin,cumulation dwa��. C•wn11.s'&MeP'ae.com, (pool approach 8)00 Dppr...h 405.1 General William R RhsppMsd O-SM1ep mtl 3 aaSo•d Nie s.tle Ramps In accesslde mNn shall candy it 405. 406 Curb Ramps R4q°daNq CN=William EXCEPTION:In assembly areas,aisle amps edjarent m searing and not.-g demenb required b be on en accessible rate shall not be repaired Shmp wa 1.ramply wilt 405. 4D61 General Odor Pg0ap5.23 Curb ramps In.c«ssth,meas sM1a11 rnmply w8r 406,405.2-ugh 4055,end 405.10. w28,2 o0 m_ �Eg ------------ Yf .�D.re aga2catmr.rxwe + . ay.Pnw»Lfn NxarwnN ra smepr>•ta+l t„ 1. usm6iwisalM ^ . x_�_r-.+ � � (v(uas••uA .•.• .. ^ I•. a'rl AHIr. kre �c ,6xtwn rvmusttalr rrwbe_sFs'INn 3C 1M+hacentwY•rasM w Love .• FxeFfslpx:Ine.•x d oda wlaesxweeauFS 7 r r "t.___'-- v -�! ryun.sJb•rF aN - -. raryIrrrvoisz Azus �FFFFn��yq pn�s sin r Vim_ rcenvwtlue mspa Yiwraxw Ysrrevme v I i �al�tdlypp.a6 y PelekaddMrge.ppoadt wrtapllrou!!tn1 $ '" xebaE.oa2A.2 adtreorr�xsw.w.a:re.rewaavbw.wmdxewe,eaa.vexer viw.a seP•sw«+wm na°epnaaa,.w an.Nadar.meaaaxPa'wram pp � Its,------ wwEfFvwlxq cltuUxusAT DooawwnwpxoOrlwms.wows DDdac aaT.s,AwD raowclaoo.s � 20 nxD radpldppe a) �s+ D.x a XbadMFs.wlu»a axDrAlMmg n,Maa.4aa WI hone appoava pd able a,nspprvsm.arxnan 4aAZA.,a..m.e owwwnatw aoPe' co0xreaudss dy stwsAcs AolACFxr Toaau vwxr dna slaw.rcwe a,m� ___r__-l" Aa,wory<wzaalta�.aDm..,r e.4w..aoor �r� wbarariwm tie pa<amemarn^.orF,tie nnwn.a elamar.a t . rim i Cf aaPa•.ctlydm..w.Tks P^v^wmussae aPPlteiwl..ws• Lope Srasya,tNnle is PrGwlaa _ � 1xMetlw[t0uwrpWe 5 • t : E -_ F-rti__ 4053 ,p,cape ,3811191_+ �- `lw a is CIop slope.;aoryro,a firer mnza.d cmaa.Dpeba sleeperlhToa mss "meas Aeddsa c 'a to Gopedme spmce peryerlticderto tearecon dtaydc :opo: area to same as way d----- "' ep d•- = elope amaaaaraane to naewwmerin). - - _ _ `` a 4054 Floor or Greund Sudacas /• •k--- -J•x FlOo aground sudxes d ramp runs stn-ply with 301.Changes m laud Dtx tante rano n,slope end aosI slopere e ridorn pnd an ramp Atlantic Beach (d) awiapmbkwaltaaR atv rvmr rWula 14.3 pgsgdtMlbdl!nbwwtYSGt hope ilpia 1.WIN a90e 'J°tlr twr� 405.5 Clea Wiel - -_ The dear lied,d a ramp Ill end,where hendreib are provided,to Gear widt bdwe.n bandrails add 1315 in-I(915 mm)minimum. Loasgs waa,sslv5 ---'�-rr---- ExcEPrlpn:with emd[yee wgdt areae,to regdraa aeon wilt d remp,tel are a pan err[wnmw pa.[imWadml Pater ah.n ba pelmided m be Atlantic Beach Country Club �_______ � S^ deceased by work area equipment l ieaa td to It-....iza°s�ndal lothe mncda dl be woA bring peeamed 406.4 Landings Phase 1 ___ tan' ndl he tl at tem Itmd, The lading tear hill be 3S inches 915 mil minimum.Th.andira lean Md.sh.11 be s. + 6 Gngss Provi Pn ps. 9c mrgts ( 9c 405.6 Rte al leant ez»ide as to wAr.mp.excluding6aed sides,leadrn9m to landing. Construction Documents I w a The rice for any rang mn spall be 30 indres(760 mml mdwn.. EXCEPTION:In alterations,xhxe tare is no lalling al le top d wtb rempz,wN amp flares shall De pmvided antl shall net be steeper tan 1:12. 1600 Salva Manna Drive a ttmn Eg i "-..�-.. 40fi.s tDr<,Dan FL 32233 t-�? ------`! gpygla,twr� Cutremps andle flared sitles o 0RrImpsshalI.tRm II sotbdtMWRI proaW.vebi .a-1cl-111adingspaces,orpaddng IanLC Lae, t . a all ba wnlll wmm�ea MtNnle maddn s exdaat an nares,ores. access aisles.Curb ramps at mark tl iso sings re y 9, g y 1 ra.k,w esawtuvw r wr rr-r�a6...r r...r i�!•cam n..•.=r�-..w2.raw:w.ora�' `."____`. _• `\ 1wMaFaaexu -n n...I I,alC WRecps P5 gess gas.,, mto Ntemmd REVISION T•• (a) u4xFUrFsawd tt[uwns ATSFe1meD Dooas AuoulFs b'b°!Yaw'TF.NYtp'A'+pzd+momma M1ave M'..wY'1w' v'sw + -y goealarcomeq urh ram vet reRonab curbs ..IS weRtlefinetl etl hall bavete e0 ped°a In...I . NO DATE DESCRIPTION rii.p••a•nke.. -- -• The bowm dtiagonel ewb ramps shall haves Gear space48 inrnes(1220 mm)m"vgmum w,lde ensue traffic lanes dteroedway.Diagonal cuT 1 12-OZ-22 I Sp PRICING 10 tote.CxrtAxwiaxvt!ampsruLMrkwYearm+r.^?.m'a•sep.•r.v rwwrr�!.a+••-+�•^•-•lea--•ter s-ni ramps provides atmaMed crossings sltallpmvitla to 40mNes(1110 mmlmtimum Gear space whin to maMings.DiagorelwTramps wM 2 ,2.10.23 DD PRICING Ings 4Po.ds ps�naW meettm pwprc•ssrw rwbexwkMYiu-s••vmrrl�ryn•t+�tFw'^M�•w..^e'••s•'.w�'.'.'4 a�'.ww Aaretl sitles shall haveesegmentMwro 24 inTes(fitomm)Ing minimum ionated on eacM1 title Dire curb ramp and Mthin to It_cros5tg. 3 33023 90%CD 52423 PERMIT SET 404.1.4.4 Floor or 6mantl E.- 1 1 I I .._.1 Flow wgrwnd Iodate Mt.n r .I-m-t-aing tkara n shill nb,plyx41h 302.Chwges in level are rot permted. _y 401 Elevators _-_-' 24 min C„pOpeBspndOsteepertan 1:40 shall be permitted. 25 spall be ea. was MewdM i torero t , Alvis 081 GenprxdGTheADA and dMarFlederd ldvv111nM laws ball htal access T-i------ /I 40].1 General gq.lrr C MI Elevabrs shall. D]aMwit ASMEAt].1 rledbyrel° n.eee'Rekrenred SlandaNi mChaptert).lheysnall be V B a-i• E$ gxrn leve al trezholr,c IRIIng whh 404. pablt I - passenger y opaagOns 1 ory6 g reRRE Idefeamres be mainUinM in working weer so tel ley err° y PeaRlI yore' govmers shoultl rime trial to y 404.2.5 Tleesboltls accesswlemand usedeb Nose to udende0m benefit Bwldin A3ME Safd CoOafor Elevators antl Tbreshdds,diRh,edddowways,aM1a0 be 112 inch(13 mm)M1lgh maximum.Rdsetl tresholdz and rltangestlavG at aoomays anal cwnplywilM1 i Esraldors requires murine maintenance ane inspecdom.Isdared wlamporeryidesupslons in service due to maintenance wrepairs may be � unavdtlabl.;M1owevar,failurcto lake prwlgleNan to efledrepare could wnztmeavitldion of Fetleallaws antl rase requirements. ' ~ 302 and 303. EXCEPTION:Exit or almred treshdds 3M inch(19 mm)high maximum It have a beveled edge rn.aCi side wit a slope nod sleeper Nan 1:2 -2 Elevdor_a.bE Requitnndls m �) shall rwl he required to ranplVwid,406.z.s. EI.velw mMings shaft comply wit 40]2. I4na.spuilx pitrla.aea wED app lindn'pa eldD 40]2.1 CIII CDn Iawae.4uMtl�we W iitl {DI Where div 11 buttons or keypads am aovided,tey shalt complywith 407.2.1 and 309.4.GII budbns all be reizetl err Du segs LwV brx.clm awls Dwmm snbaMOrtaaNsrrrle Fgues4asa EXCEPT ON.Edsdn9 elevamrs sM1all be pertnhled m have recesso0 call banns. The nwm.ewwwrr twv IvrisNw plea dols roves aM la. svrl peas mthstt330"1mwmwrndusmew.tlldt0wf a Vnesswngcgrnmh -_----_---- �sp ---� -Idt-emq wm•3oz_clvgeanxre:mrctlisr'^stso vuxwwes a.�215D eceliuedinesdteshl9ltes Fob°rad°eWte r°acM1 anges sPe[ifed vi 3D8.mersuedto the cmleaine o(te M1gh°n aperab ____ Tey le P 24 et. ��p 24m ¢ ng key pads shall De lnmminM to be locare0 et 59 inches lt3]0 mml mannan above to Dnisn Mw, A& �^ aw 3 n G� �re.xDm.Mp w.Dada,: xP e P p•n i �fyyll---_� ��,____-_S s a M I =� cal wnona analme 3r4'mrn(t9 mm)minimum In me amellest dlmenalwt ry'IL EXCEPTION.Existing elevator call bulloru shall nN be rsquiretl m comdy wlDi d0T2.1.2. b•iMeswwwdt Ltap bedkas a,veoe astM• 41172-1 d, ar Fmm w Grams Space A tlearflooror yound space complying wit 305 shaft be provided at call conbds. B) 1 wrT3 t Ativisay 40).2.1.3 Clear Flpar or Grouts Space.Tne clearfloor or Inane spa[°rtyuiretl d devalw call buttms must remain hes d ohsW pions MEN pili suarb Yakee x.eres't535nmlbiannwrori. _ hGWing asntraya,pbms,aM whtt tlecore0ve dmnen,tatprevent.vM1eeKllair roars aria oMers hon reatliing til°call bulmna.The height 0f to J_ it-ph-dad thrid tlueef id lr appmath pnah side cleaflOor Or gr0un0 space is c RInred tP beavdumefrom t.1-to 00 inNes(2030 mm)abeve to flaw.Recessed asntra1s andnal be 7,a['kwraenwmdvrr bbd,hnear elevamr call budons so that persau who are bfintl or visually impaired do riot aladvesantly wmad Nem atdrwman,as l¢y readl Q RODRFarL.E.s ro+q tha•haµe mrwon on•w•rnrmata+vz.q...r•r.•�� y w-+• »� i •.. - .-.. forte cellbNmrt. Doose tw sFaxsax0 ulF51w touts _35oeerrrals 407.2.1,4 Location W { Mine mawwsart MaaN aoxers marm4e ser!eymvxtuereacwaarcrs. The can II-that designates to up directlm111*Iq 1above to cdr bWtw 1d tlesigneles to d-0-- aw f eiy.ea byaY...'4a:Caol.32auMMperrrrudcowouplKrrywW wWl{area •,_,�•` 7 4092,0 CIg5Wpee g Sd E%CEPTION. Desknadonaienmd elevators aM1allnm be required locandY sot 4m2.1.4. _ Lb-In8 IniOcbvng speed Shall complywNr404.2.9. AdVaty407.2.1.4 Lo bh Exception.Adnarban-InatId--or system yovi lobhy°wi°'d°enabling pannngem to sd°ctt"smot,Idfby _____ 405.7.1 Slope ind-t-dedgbating which Gevdalo Mae,and s car iMlralor designating to floors ad whidt to cerwill slop_Respmdrng cars are wograrnmM for f`\ dings shall comdy Mth 302.Changes in e lvel n are m pwmided. maumum EOid...I by rew[3ng to number&Ihtps enypasaenger expetlxces. _ D 2 B.t 0°0r Closers and Gate Closers EXCEPTION:Sldpea not steeperlhm 1:46 shall be permitted J Dom Goners and g-doses shall be edjusletl w tel horn en open ppstm 0190 d,tlse rime--d to move Ise Boar III posifim d 12 46]21E Signals � \ tlegrees from telalct ls5secands minimum. 405.].2 Width call buttons shag M1ave vieide signalsm Wtlicde when eats reel is registttetl antl when exit callbansweretl. �)\��IIYYpII Thelending Geo liar shall be alleas)as wide as the w� tramp mf II.6i,to t.landing. rottam6raxPwtes. 404,2.82 Sprang Hinges E%LEPTIONS; v/ 9.s w.44ia.�rbw poor and gate spring hinges shop be atlNsled ao tel ham to open operon 0170 tlegrees.to doe or gate shall moven to closes poshionN l.S Audna0omwiemebatIrlors sndlnd b.requretllo[wndy sot 40].1.1.5 pmvided tat visiNe dna auditle signals rvnplyi^9 iznh 407.22intlirating `pX seconds mirlreum ¢x'7'3�"� whigf elevator car to enter are tled t/! fWuaEawS TM landing dear lengt snail be 60 inches(1525 mml long minimum. Pruvi At Emnng elevators°hall rot be required to cwnply wit 407.21.5. w 404.1.9 Dow antl Gale Openbrg Force 405.].4 Chan D've n U YWRAlMaccssAau mAi aAxuu swlxalxa DODK rsxD6rsR5 Fre down shall haveaminimum opening more aflowbI.by to appropriatealnbm.redve atMody.The ince fa pushing or puling open a tl«r or 9e'^ 40121fi,eypatls Ramps tel change directive D--n dbn 191 snail b-Iannr landing w Imre.(1525 mml.1hina by 601n—(1525 mm)minimum. gee ot,ten fire EoasaballbRna 1 ora: Win-k ars are nd.ke ds shell be in a Vad-lee dshall«m I 1407.4.7.2. binged lows antl gates:SpwMs(222 N)mav eyp pious ypa prion.keypad asangerrrenl an pywi a 2. Stdin midi door:5 ds 121 N 405.7.5 Doorways Q gar n9 porn ( )mawnum. 'mum. y plan g,man w, lhInan-DquaDdb 404.24 and4 32 shoeW elm oveaap the 40722 HIII SIgnab E.mnor hinge.down shall re aesrgnea total suGi d«rs ran I.p.s or Wled open MID a lance nal exceeding 8.5 pwnds 137.8 N). Wnere daoma zaalowied adjacembaram din g[ Y p°mm indulin Hallsi Is. " These mites do rid appy to le lace required to ralreGlatch bulb err tlisaga9e otaeevices tat hold lM1e sowagate inadosed posww. requred landing ane. floe grncasignds,shallrmtdy .in 1071.2. Advisory 404.2.9 Door and Gale Opentg Face.The maximum force pandas ro the 4ddnuws appllcdl0n d mice necessity m fully open a door, 905.6 Handreil5 IN 22.1 Ysible and A 011 Signa, nbi mal fwc°ne.d.d m overcame 01bred,of to tl«r.h does rid apdym to face r ,Ib to retro.RI,err l0 dinnnab mbar devices Ramprvns wilhanse greatertan 6lnches(150 mm)sM1all have M1wdreOs romply,rg wiN 505. Aviside and audible signal shall In proWdeddeach M1dsmay enirenreto intlicale wM1icM1 cu is answeiuigarall and Vie wr's dlrMion dvavK usetl tokeep 1e door in a dosed pRa . Where intersignab are pm,Id,try shallce visih:a hon 1e Poor area xjacent ID Intl hall nil buttons. nFlorida In..a553.504(6).F.S.,.itadia req'I"'ms for exterior dooropening tome. EXCEPTION:Witinemployee work areas,handrails shell nm he r paired when.ramps tatare part If common use drwleDon pats are aeslgnedm pane to in-1.td bandreils complying with 505.Ramps subpe m I- pan ep5Dn m 405,5 shall be aesi dmmaim&ria 36 incM1(915 mm) EXCEPTIONS: 004.2.IOOand Gale Surfacein-1.1m0]22is C' oor nal AXLE antl audible signals snail rot he required al each deslinationanemetl elevatawhere a visile end audile sigdd cangying wilM1 4 Swin9in9tlow antl msurtacaa satin l0 inches 2s5mm rile rmisM1floor orgmund measure,vardcdl hill M1aveasmodtlfsudace on to h minimum Geer wilt wfien handails aremstalix. ger ( 1 Ys pus Nrovided lnII-a-he elevatorcartlesignd ininfa I E., side extenting 1e tants,Crime dooror gal e.Pans pld -IntItig M1ndilbal wvesical joinsmNese audeces shall be within lrlfi sods p.5 mm)dto eusl,g elevators,asignd irMicaang todirec8on ricer Pavel diel sol be requiretl. same lanexto olner.Cavhles created by etltletl kick plates shall he capped 405.9 Edge Pr.,p Edge prdeGion eampiyvig wit 405.9.1 1rdi]5.92 snail De provided on each side q amp tuns and d Lodi side d remp landings. EXCEPTIONS: EXCEPTIONS. Shtng Boars shill nm be squired 1.wmply wit 404.210. 1. Ed Nm snail sol De re tlon am tel are noir rtW I.have hendails and M1ave sidx con 1406.3. Temp.-glass dole MIl..Idle,antl hiving a bottom it or shoe wit the lop leading edge tpered at 60 degrees mmrmum torn to M1w Rl ge ode quire ps aqui plying wi sM1all not be required to meet t.l0 intlt(255 mm)hoaom Smoot surface height requirement 2 Edgeaot«tiws d.Dtherequlreb an to sides 11=,,landings serving en lhl,,Mirg remP mn or slainway. /� Does andgdnthd Ednd.xtsndtowi1in10 indles 1155mm)Pflefi b.lghaorgmund shallnW De required to compy wM 4062.10. 3. Edge phd1nRnahallnotberegl,I d,lIsu1 sdrdmplandings M1avingavenical aropmf dll2 into 113 mml maximum wills lO NGfes O n O a • ■ Existing doom and Ides waboW zmrmt surfaces whin l0 inches 1255 mm)dthe finish IDOrw ground shell rid in r,Wnal to pmvidb In— 1255 mm)baiaentally of to minimum landing area sped5.d 414053. N L I.—complying wit 404.2.10 pr-idal td Nadd.d kick pales are iMbIlIE,wvflies added by I—Hck plates are c I,pea. SCALE: DRAMBY:wR51Mw'm2NY PROJECT NO.:2022352 ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES ACCESSIBLE ROUTES x47,3 cr y s6 Flaln cano-aA ARCHITECTS+ENGINEERS gdvisory 603.3MInvrs.Atngle tulld.gM mirt.can ac.mmptlemegreele,wmbermpeope,incluairg chilalen.In gr.rhH mindsmbeutadeRd,-.6Rd,h sandl be hand opxat.or aulanadc.Hand operated tuts conbvls shat comply M1h 309.Flush comrols shall be locmetlw the open .....is..l.r...r_.Fw.l<..A.w r.v4h ter....r. -•v •-•• - •• byp.pe wM10 ere amWbt°ryaMpeople whouzewheelMan,Ne tvp etlge Mmulors shwk De]4inMes(1BBO mmJ minimum from Neflarm e,ae olNewaler rlmelevxpl,n ambulatory accessiDk cdnpeNnmis cdnpying wAN&4.9.2. 265EO AGOURA ROAD,SURE 106 T T.0 Baan dory d60.6 Flash c.mT.,nltimbm,a Pgmts are wrested dre1 M [dy 1,11,; e ION seal.flash totter and rdalan pw Hing nen U¢e mryry dr CALABASAS,CA 91302 ~ AC. Hooks and Shelves mbalan[e Mien a person leans bed against Clem.To prevent causing injury or bnbd.m,IM1e pumbing ran be located behind walla arta the side of .7Sa]vitlNeslpvla FIFVATdt[OxpOl auttON IOFxNrmAT,o,I COM n.hsM.II De lowtetl wink one dee reach angel specifietl In 309.Shelves shMl be locai.40 inches(1015 mmlmno-ndn entl 4B Inches bdulkl;dtapproved by Ne local aulhorlty having lunsdiddin,provwe•tdiat sent lid. j 310.670.9144 wiil,s@shep-aa ` •�+TM +'_ rw••P--^'m �w� i'� �.� It220 mm)ma;num above the finishtlod. _Toxperuen fiO4 WMer C4olms and TNlel Cdnpanmmts _ -:•,...�..rlw..,+Y.,+wlr �•.r.sr•.,1N rr.wMc ..��- .:� d`Hd s _V,Imr 74 weoa +ora kw�err fiO4.t Gendal nav,nry daedrpnun.T d dawp�MedDxr,u,sn•a W�..a..I-r.�..•+M y^Irr.l'•s.Y.»ora•,.,.F•1r.M V Fr.•ter- Ward ante.and uAll.mp-Itis Mall-Ay with 601.2 Mrougn 601.8. Yrrapa Mx.1r.r,ns Itspne,Nu rtrclasyp Mn•1 r•`•+.•Aro k-rh•r ax[Fm.Ornhreeon xmekvdcrsshua dep••.wA�•+•.�•�••.•n-M+•�.+rW�h•r•.w....-.- �� © ��r E%CEPTION.Water di.b.ana cod.comparvneMz for M'Adren's use shall be permitted.campy with..R. r•�w'�a`4' +r - wN+c'°rttts•FnrsrFins x Emm�gHnmasmdmntrremmetlm<anpy wtnro]... wry I � .. . 6urtwaen ��DlFpme,a.loFpra,er Av ser rvCab but meww<d Melo-Hlvp'6spemn nxm beasm]rsPznn.,e =EGF F10� Ihr,Wn argon n4pd me6r9PM VHxed Nepa3AansrNee 33edFesryemmhmawn.nbaSaHlvsrlsmmhmamm4nnde �'`� � Al.or.•r mewm•r4,etahwxl>endh•et•aw,w,.atom:ronmmern•nbmdd,r«mr.w.rnemme,w.r.ter,landrTaRax,lpsmmrrmdmh,nt4,a�� 1.0.. Yeo ed,<pH• I 'I' •• r aSpK.'•xnndrnr1W1w4'YddaN4<o'n<vnN,rrmtnspKifMn 6ME3.w,rn6 cbwslswlabearalY<aM•leA iwtld'VHiuMMPmmmnrrdnde oslwa ox as _ ` wwavrerm - . ' 4aiT 't4Ey4�tT ' ITE A-SEN,17101 u 11dlE DISE OLMA F,Waa NT•,s m�rr 7' SIGNATURE ED IESuslrvO nm61T W M LOCUl1ENT IRE NOT CONSIDE9 51CIED AND vxutExlusbxus srsFWli arrM/wy F%VAENa, SEALED aNDTHE SIGNATDRE DUST eE WIRED 410 Ptatwm Lrs pte� peerWwOYa orrtxssadmEr LruTrox Ox Any=THE COPIES. 407.2.2.3 Audible Signets w�dFKVAF60a3�� Audble Ilgnals shay sound once mr,be up Direction aHu C.I.,1h.down dlrld.n.°r snail hive vxAal.nundid-il Md intlirate the d,red,.IN 410.1 G.eal G.S_kH Cbmp nrtlnts (�hpasly sgned by ` elevate cerinvel.qutliblesignals shall haveshequency IN1560HSmaximum.Vona mnundahors shall naves rrequenryIN300 Hz minimum entl plmiamtins MMl comptywlM1 ASME AI&1(1999 edict.42003 edIm.)(inct,ldIed by re/erence,aee'Referen,td sul.ddNs•in Chapter t). WheelMeirettesvble toilet comparimenls shall meet the requtremente x604.0.(and 604.&3.Gompamnen{s curtaining mare roan one plumding t'4flltvm F9l,epphird 3000 Ha madmum.The audile signal ane,Baal anwncialgr sM1ell be lO aB minimum above ambient bM Mall no[exceetl 80 tlB,measured MMe pletdmlrz shall nal be ett.0an1- gena sM1ell Oe.unassismdm from Me lh wlmaoYT LpcATON fibure Mallcanply with fiO3.Ambulamry accesaipe wmparvnents sM1allwmpy hiN 604.9.2 entl 604.8.3. DN:F{18. °penile prod "mtl axil Ewill.s p9ae.com. hall C.11-I. Aavtsory.I.T'ineraLlntlihedcHui MAduhl arb..In.and venial petomh lilts ere avdldl,.hl,s dIItan.In.d.tanspoladbn. E.3_dnnce William 6 btpphHd 0.6hepplvd Because an accessible mre ule quires.801 (203D 11)tddraeeanm, l dcare should he Uke°inselecting lift as Mey may nm be equally Clearoncn erouM water closets entl in(dlet comparb.h ll com nshall with 6043. 604.0.1W ddl,eir Ac A.b.CompamnruH ,VwouabA CN=Wotton EXCEPTIONS: uimde lar use by people using vMexchain and people sMntlirg.t a It,ads nmpovitle BO into(2030 mm)veNrsl dear.ce,'tl®n.t tr Wb Hkh,lr ii-AN.canpertrnenls she.comply MN 664.81. RShHNNdn D¢dnddolonenh.elevamr5 shall not De rewireom wmplywan a0).223pmvidee roar Meautlale tone ane,Baal...w dndun is lh......s .,ache pad d an acasside r.le It d.dunbuuCam. 1043.,5'he DWWEl,05.23 nhnsegiven at Mecallbuncodcallbuttonkeypad. The ADA ens mod F.erd evil ngMslaws inquire Mat accesslAle features be maimaMed In wotang Omer ao Nab Nay are eccesslNe to and usade 6gal,.tSr sill EmAuG dfib ms shall ria beryuired m comply wit,lhn Iquirem.6fa ldintlncy and d8 Inge IN audiN.sighlu. by Nose people lbey 11thmdad to HHHAIL Daiiddsownersere 1-Id Mp Me ASME A18 Sm°ty 3mndara fm Plata.Lihs and Stakway .wr,aarxrer<rose:#all0e(Oacrha 41539 m»i---rur•�c w,...T-•F.••.--tilr«.+..-..-•nuc-•+w.+.�-r.-•+ ryp„<wnpann,rmsvW1u60�rcM1es lt•�SmmtwAemr.,m..m mawrMperper,JnldmHre,rae.an.xe ser r.naN�::ra^deq n.mm��lvr wit Chahliut requres rdutinemanl.Inca.dintpecti.s.ladared or rsmporan,innnupdons to seniCe WI ho mantenance of repairs maybe prpe.hsmN Fan Me rcarwa `JiUmmldeep mmmmfa Ncr rawre wan awvorneaw+M PerardwularmMem•Mh wMrkfinprnrtrrarOvmar4s 40].2.2.4 DIerenUAIA, unevditlMu;however,hulun Id lake pomp)uAdnhoeffect repain cduld ddr,hute a violation of Fedp laws orb Mese reweem.r. hrpi warn d,seuw 53 pM,tt EachilAirld.-orient.elevmwinahank el devande shall M1eve autliae ehd,,s means(.,dIINHdNd lion, wsN535 mm;Wammmmmea0neepnpnghrJarmnwsder.anes9 v,lwslhsdmmforecnd,rnan Ip.rmnrH4MAm 410.2 Flog Suda.s • mxaisedwatwdbsru rwshwrd peruM<,wmTer<a.w+Y 40].2.3 Hdi-y 3,911 Floor swfaces IT p0A.lifts shall campy wiN 302 ane 363. Signs 11111 old haulways Aull dompty MM 407.2.3. 410.3 Clear Flpd Space aavlwryaua+d sg.Th mn�mw.,erm.revh•a0vma<•.<drprmhmns pawtro m ora pn.uwr.aweeNtlur<vr mrxuerempdmry rtr.ai. Clear floe space m paten IMS than comply Mlh 305. E g did-Ihnmxeuncd trramured In tory drn4ynSuetsvotlT fidure,a•c4mehrdes.nddxvNrvdah6pr32pv<rup.HN.wmrpworwr4sare ao7.24.t Fxpprspdupan 4104 Platwmm Runway Clearance $ nnrneM1 won ovntlux asmnN..d Mrwaerclom,may mry trdxh._umncrd tlremx+mn.epa<errp.remem[aw_wrc<M a a,A�1Zi;1 rows ma»soeexreu�hkmpey�ewmbza4lnua,r:xtcahn Vxrv.Tretmr.gsmr.mmtmxv5•nd ora tlezrgrrms mmpyngwdr Aa2MT03.4,uvrtrparinnpoMlxa<drkwam lhomwry errowen R00-.sgutiorrs9vT R6omsx+e The tlearanee NAZI.the planum sill Intl Meedgeof,ny noway laming11 be 1inM(32 mm)mImnn.. r,ore¢red.Memn�nunspx requ.nwrxr rrr,yrvpm4ee<grne zpa<e lw nvrxnEma pas4anxadrgcl.rrpyrdve d.omdersMbyre romerMzx.+9nTw2vaMht rmUfgnrmlman"wree artlraAbepd+WavdttlanaswtM manemyleM 050perable Pais Co-1,for pat u.Irs Mal comply wtM1 309. BB 11in l•-1• r __a .- arab Donn aM Wtr R6Vaaf0a3t �'.`��_ x.�m�r,6r�rlm.r�Mpmw.�pe.x��d,d�,<dr„y.,.metro.3Daa,mrrtm�nnpMfaP,e.�.mmmumL��ma.d.de,myl a��uF,a�a.Ty,ATFartPFF,a �, �? ,, o ,�. omnia.<.xwdmT3�9nrlamm,mmmmnera.cod,.,e.Ne1>»apdtl..<HrwmM.>mmxl,g65mmlmm,marr -\`•-1'-`') e%e[I.1Rw:xMam kl4,<n,rhl ndl.rlA-ripmawmrna,div...aov,dtWe,onoppoirrnsnitwpnrwttee mrwr xll<mrRmmw!md,a ytes a�d�ap I. . - 321.N . .m yrtrwar <w m ewp,l,..til, TlldatF4aTu, rndnR,rrawa•4ta.A nrr<nrmmewmapa,naltrlwmm.adhmerr.w✓hFer,.4r.ssmmlmm.d.naantl.w,N,dnaar,r.nk�,e 4 wn+, , w.Ir , FLpglnswxA�wmawauv"TDaxgrsTwa.F,na.,+eFs w�r+e d�ee�.aa.ta,ewaardd�l,F�drnl6Ts mmlm..nsnm�.ed h..Pn,nn,whan mer..wx w =� - : <��yamerw rrrwertrman mtroearemdnnpxwdmnxmeemdme wore*oder,dnw.e'reret<..raon.w,trrrw.r.e m,rrwer,ra <roa rN.nerh r��r,.,rar`arvinm.e...,Td,rr 01v?nes 2 Car Oesignabmn wa,2prarr Des don-uienteaenIXIs zhalln.v.dacdle rdith-,ali.cuhpInd MM 703.but, ]ambsa bt,2sntay,III hr ely below Negop P f a designation. Atlantic Beach Carresignalims shall he Orovired in boN haclile Marttters entl belga.Tattile Maraders shall be 2 inches(51 mm)high mininum r Y M+ ret<argamner:sns r,<uar®Wil Nrana,r.slwl Nrprywrnary e.dp tivtlM apvoaR kcome torn vwdhnervrp.rnvnrdor tlermdeNwm,tMCoutitir,Club' MrraryNvh,rntyrp ahryobmud..ana!wa2rmnx(tCa5mml m,mmun p4rn,IWI trbc,uvm ov nwpardmdn ore HOewx a Pwu6an r+rMrm +67.3.1 Type wsNx6ra.Ver:rx,,.nlmaem.nrrm,menarwrdp.,aa•fmn<edn Mrwwn Elevator d.lsshel be Na hol¢onml slitling type.Ler Mall be M1ldled. . Oen o4rn gator pro '� �<�,p�^„ dew,papNt„�"^n,e;;;�e,„„h„treMh�NDt^„„^,n^„,^� N°mPrp'°nTtremaw°he,e'radahp"da.arr Atlantic Beach Club 4(].3.2 oPald°n <ro,„�wlwaN�.sT,F.,rwpl,aadhwmrm•1INn.dax.rrl.roHrh Tdwrd.nrn,rmHna, �,.w..nnmerw�.a,m,<dr.rr<nmpnmHparra Phasel ElevabrhpislwayaMcardoorssnotopenanddose aub HdAy. r16URFasb.s EXCEPTION:Emsdng manully oparaled hobiwey swing doers+hal be pemihtea provided Net Ihey comply wM 4042.3 win 404.2.9.Car I.., � doangernes„nm,aM;dmea anN,hehM„wayddo,;ldase, ah.rrdarxRbttallt.xDfl„Tat ■ � � Construction Documents 407..3 Reopening Device 1600 Selva Manna Drive Elevmortl.n sM1al De povieea wits areopedng device complying won 407.3.3 Mal snail stop entl reopens rertloor orb hoishveydoor `- Atlantic Beach,FL 32233 analwalyBMetloorbecomesgbstrudetlby.opeddparsm PLUMBING ELEMENTS& FACILITIES EXCEPTION:Existing mevatbn MMAly--dBoars snail nil ba requh.to[amply wiN 407.13. I N'•Vler-14121acfmpxl - pWew awATel agsETcuAaAxcF IN.r4ce,m41alm.uxe unrrs ■ REVISION 407.32A Height The-t. 1 by sensing an oDSVucEon EntAng Clrough Ne opening It 5 inches(125 mm)nominal and 29 inches 1735 mm)nominal 601 Generul F B O. DATE DESCRIPTION Mal b- above Me finish floor. 609.4 Gears E 6D1.15cope The eat M1eigm ala water closet above thefiash floorehall be l7inM<s(430 mml mtn,mum entl l9,nchez(495 mm)madmum measured to the(op 1 12-02-22 SD PRICING o 40].3.3.2 COnmd ThRp iAi fChapher6zhallafgly w .,,gmredby Cbaper2orwhere re/ hIld!dy a regMrement In finis code. INMesseat Gaahn snail rid be apmng to renin toalMetl position. 9 23 GO 330.23 OY==PRICING Th.device shall notrequire physical111 bl-Aid,athwgh c°mect is pennlutl to rcwrbefine Ne tloor,wMser. 602 Drinking Fo tint EEPTIONS: _.u,_ 4 52323 PERMIT SET XC 407.3.3.3Ouratim A water closet M a(did mom Ina single wwpant acr¢ssed qNy MrougM1 a private olfiCe and no[fd.mmon use dpuaic ase shall rid De regdrea 602.1 General NAr Mc[YANatOrIET COWMiaHMf DO01ts sem as mhnhmhm wAdfi 14,9 WNEFLC Door reopepn9 tlevicez shllremtn elective fgr20 n Onntuhg mumats anon cdnplY with 30]antl hoz p1m."I'y rehtlentlN NtIn.,unit.Ne 1.but a wader dose.shall be permmea m be 15 intoes(380 mm)mWmum entl 191nd,es(465 mm)medmum A. 4013.4Door did5ignalT tog above Me finish Aoor...d 1.Nehop of Ne seal. 604.,-.npoaM The mirrbnum accepmAla time ham nmifiralion Nalararis answering scall or notifiwdon dMe car assigned at Me means forme envy INtlesdhaton 602.2 Clear Flom Space CwnperMenls sha0 be ertflngea fm len-nand or tight-bane approaMmMe water tloset ,n/wmalion until MF doors a6.da,stun ho cb.....be cdwrmd bars Me kul-g equation: Uni.aha.M1eve edea,flog orgrountl cpnre complying won 305 positron.Idaldwam approadh and centded.Me unn.Kure and we tlearontt H.EGrab Ban T=D1(1.5 u?l)o,T=01(455 mMs)=5se.nas minimum where T emml,1.=1rime in aIc.dl and D equals h.ddhin[e(I,leer dr milllmxen) complying wnh 306 shall Ag prwiaed Gab bars fa water tlosds shall comply-809.Grab bars Anal be 1——1.In.tide wall closest mthewa:.dose(and on Ne rearwall. 60.&1.4 Toe Clearanw from t,e pant to Nelobby orcdridor 60 inMea(1525 mm)directly In horst ofd,(ablest call baton c.trdfing Nat corm Ne c.hedine tins hdslway EXCEPTION:Aparellx apprdu.-plying wiN 305 shall be P-An.al unhs fa chilarens use wfiere the N,b Ht 30 inches I—mm)madmum The lrom pNHAA,and I least me side paaC.Mall proWdesloe 6....nde a S 1...(210 mm)minimum Atuv M1e finch Bow a.6 ii-1(11. ear, above Mefinish Ilam wgrwntl end's3t2 inches(9D mm)madrnumfrom t,efi.l edge dNe unit MUutlin9 bumpers. EXCEPRONS: m)mdeep minimumeyo bndNe compamnent title face.1 the purmwINnt ,Idt-we pa .supportebe mmrs.Compithord rfor th,14 ruse shall hoe etre deeance IN,2 intoes 305 mm mnhmum ebwe Me fniaM1 Aoor. 602.30peraNePets Gabbars shallnIN.regdredtib-hu,ledin nA.h.00mHd 1l le.wpanl.III tlonly Abui-I drA dfice entlnd for canmo. or Pro'; ( 1 i EXCEPTIONS tun, : Wbllc use provitletl Matin-bb hesba.Mstalletl in walls entl IOw.ee ser as.permit the usmtlali.dgrab ban complying wth 609.5. For cars wM1h tr.car lamems,T shall De pemhin.Io begin when t,e signal is rsibleham Me palm fiO intoes(1525 mm)tllrectly inh.lINt,e(+Mesh Operade pans shml campy with 309. In resitlenla dwNling units,gab bars snarl nm be rwuirMmhe tslalletl in roller o,baVttogms provlOed Nal reMlorcement nes been inamll.Mwalls E%CEPT6O t1he tleoancemMeC-111 annum requirtd inacoT..dmmlgnmh.d.d m I. Rq)deep wits IRITHRngwamr III cell-An entl Me Bud Mi,signal.swnded. aM localee so as to III-the installation df greb bas compying MN 601.5. Goats or 65 in[nes(1650 mm)tl.p wM a floor-mounted water dgsm.Toe deamnce m Me side paao'on is nm raqu'vatl M a.mparbn.h greater D¢tnmim�onented did--shall ndt he I 07.34. 6024 Spout Hnghl In de�end.or.mecdon taplitrs,grab ban shall not her a.eEMM1wsin M1dan Ila that ares tlesi etl wAhouh IM1en 96 inch¢(18]Smm)Mae.Tre tleeancem Mehlpad'Non is nal rxluired inacompeMlenlfdchiltrenS use Mat is greener than 65 inches requiredio campy wM4 Siutlets sM1ellbe 36 incnea 9t5mm m onium ebwe Me finish floorw d, equirctl lD he ism pa gce peciely gra P° ( ) mO1n ns mr pumo,ec a suicitle Pre.Ei,in 11650 mm)deep. 407,3.5Dowachy lusspwnlouvers AdvAlrsrory 601.5 Greb Bars Exception 2.Reinhacem.t mustbesu,6cienlm.d.Mei.Ind ofl.and side wag gab benNet Mllymeet ell Elevated doors Sha.remaN lolly open In,asp.se to a car call fid 3 sewnas mrimum. ew¢sailgy regmremenhs inclutng,bin nal Ihmind m,required I.P.inanga0.height entl s Wdu,p sbenglM1. 604.a.bud,, Grab Bars Greb ban shut comply. 609.t,r Nthp gnv Aar 6U.S.A wits 604.5.(shall be povided and shall De 1°caletl on Ne well d°sesl m Ne wale 407.3.6 WieIM1 � f 60+51 Sidrwul tlosei.In add(.,+rear-wall grab Aar.mplyin9 wiN 604.5.2 Mall beid.. Ther Moth d devmor doors shall comply wth Table 1h3).4.t. EXCEPTION:In existing elevatds,+power-oPermed ca,dool.mplyMg lith 404.2.3 shat be PITT-, 515 15 � fiom Hewmnl�Iurtrlsidnn NDasrmhiwBmrn.-...av-1+Ms LY+•...•«rw.y....A..r..-^s •-• ere-rn.v.� In 8.1.6iddru. ibh d Elevator Car Requirement H r In new ttHAW,dp,M. II Act eFe--induldId.Thl1-ld bdiltu ent Shellwnta,nal accesstNe-din iMln iLl I—..It b.Itnsti9lncby M ' y 17 brM¢deep,nominal Sim,arm wall-mount..The lavaldy Anel be mowhletl so as rid b wmlap Me tlear floor space areas requree by section Elevate cars shall comply h h,407.4. 54rN" 1Ymr4.- -6 --y �1oIgNMe Wlldwg.rSdc-11,,utu..Iso sedan 213jAnmato entl shall campy win secti.fiDfi.Such lavatgnes shaft be counted Al pad aMerequbed fixture 407A.6.2 Bud— C,brurb!but-wiln floor d,signadons And loopy-40].4.6.2 entl Sha.be raised or lush. �i r 4_.43 6M.11]Weter Clozm EXCEPTION:In exrtting d-dr,buttons shill he pi, N IDbe recessed In In naw ddrduuN Ne atte,aale w.md doses wM Me wnemcM1air accehn,N.-E.nhen[shall be Limed in Mo coma,tlls.nnI Io Ina it... 4.1.1.132e Ad,lsory fiO4.8.1.6 Levamry end.O4.9.t.]Wahar Cl¢el.Flonde law,seed.553.50415),F.S.,sdpulales Mat•...requl,.beMbg roans end mllp U) Buttons shall ba 3r41nM(19 mm)mnhmum in Chet,amallesl tlimensi.. FlOu.E Ins roornsm new`h?` mshelI.designed and donsWdetl..•Mlh an addE,Add lavafdyMMe wh.IMeir.datable crmpdvn.land the water _j 1 dos el luunk Mecaner tliagorel m Nedow.The ADA Slendards for Accessible Design and Merefae Nis.de roVid.IAT.ldnir Inde fate J a 62.2 Amangemem --,/ mmpadmants in new croslrucd.entl-int aexisting bull 10 beta tel dosing do While Me RAriea lavatory re 1drtem dna water BUCons shall be ertengetl MM numbers in asewding draer.Wh.lwo or more columnsINbetlgns are provided May shall react hdnlMto night Nint.�GFtT -I srouf LOCITOx tlotel pldidddhapplyonlyto new cursWcnur.Ney are tleshableforan wTedMairaccessiAle-til rents and Mduld be.naidi-wrere Q 600226 Water Fww feasipe. 407.4.6.3 Keypads pan shall dgviae a Aoor IN wale 4 inCM1es(100 mm)high minimum entl shall be Iwamtl 5 inches It25 mm7 maximum ban Ne front d Ne orb. RDURF6als.1 13,2 Ambuiamry P.ecemide Compdtrnem5 W Cdc.trol keypads shatl ba in a,nndare telephone keypad arnngemanh and Mal.mply wiN 407.4.].2. Tse Ngle dMe water stream Me:lbemeasured haiaattply rehehve to Ne haH face dMe unit.Where spouts arelo[amd less Men 3 lh..(75 ` sloFwludale but ATwATrt b- Ambulal N.coni rats shell-pl 1t, 8.2. mml at,,ham INMe um.the angle dt,e wma II.-shall be 30 degrees Maximum.Where spoon aro localee belwe.3 inches(]5 mm)ands 1 dy accecsh parvne -ply Q 40].4.64 Emo Incy Controls inner(125 mm)bu durum from Me(rant d the unit,the angle.hie walm zueam shall be h5 d--I madman. III 60aai.aarww 6M.&21 S¢e Ehu g.n q d-,shall.,no,MM 107.4.6,0 pmbuleh ble can ms shall Fave a.h d fi0 inches 525 mm be a widM IN 35 intoes(890 mm 37 Ad.,dy602.6I-d Flow.The punosearequnng dIdi°kisg fw lar..vd induces now aware,4lncbe,11.Id AlHlgh minimum to so Nal dy access; partme p 1h lmwimuma )m'mmum entl 407.0.6.4.1 Heigh cup con bemsa_bAder Ne flowdwalw to provide adrinhINwalpidan Mtlividual wMO.Oecwse INatliaadAty.wwla oNemise De incapapeIN The,ex wr Odd bx9W trZrnne Nl9mmtldgm.+m.r.a,4 nsrmaomtM rmnrl5'redtlrrvn<rp,x t2nhxs Om mmlmrtrummae u4e Mia ixY. i A.2.2...d maumum. Emerq.cy rmrol buttons snail nave Neircenleain¢35 inches(090 mmJ mimnum above Me(Wish Mor. sing Me tlnnwng 1dmNt. Ismmmlhmamrrrr.tivoNrstle. 604 6.2.2OOds J 4014.6.4.2 LOdludi fio 7Drinkin F.Thill for StdbM Persons Exbh,Hdx TNI.'-pia-dru I—Mrlading tl.rhdtlware,shallamply with 1.,exrcp Mal dMe apProacM1 ism Me latch title INCx cpmpa,.ent dad, Empg.cy comrols,in Wel N�., 1111 dal Me bolldn d Ne pend. g g a....ine b-ti,Ne doorsid,du the cdnparbnenl entl any obsbu[tion shall 11142 inchrel10fi3 mm)mm..Th.door shall Ae sen-dosing.A m ng Ne emergency grwpe Gpaut autlds INtldnwng iwnMinsfor slanging persmsshall be se indses(96s mm)minimum antl43MMas(1 D90 mm)maximum abgve Che finish door pull Complying Ift 404.2]shall be placed on bots sides of ire and near the halm Tael compalment dada shall nM9 M,m,n,... 4014.1 Desi9na5o0s andl.iratgrs INCar--it (D qr 9rourb. I raw lab bwslsW.trp,mnromtris vXin Wmmmllmp m,wrm.rermneem Ne,ww<Rur.Mhne waAawtOaxroeppmt a unpk W36 urea comparbm area. Dnignations entl intlicatart INceregntro.hellcanpy with 407A.7. So Toilet and E.,.D R.me rx,N'S III. xmaem Nebu�pndarxn+eOHmrerMnrm Mewner r„vt '^ E%CEPTl..In...seteva:on,where n new rar op...E panel complying MM 401+.711-.b...1.n,car operating pane.Mall rid be 601.823 Gab Ban Vl Drequired l0-ply MM 407.4.7. 6031 G.cral 2.wlvreanraowvumed4bay ragvra Nanrardc/d lrenwxcwwKKauanapaahur Mxc_win ere braoGrINMerer TW n Mcom bv.men Grab baall ply grab b srtn609.Asid,,AI ar ddnpyM ing M901,5.1 shad beprb,Nbd on bath Ides m the cwnp.dd, d I�•I ll m 407.4.7.1 Buttons Tdlel and baing rooms shall dumpy with 603. °xwF»YArtrpmv°Nmeew4d AMNma..rwr uv.Iw,aw�wa fiO4.e.3 CoalHmks and 311. Cdcontrol bort-,shall cpnpy 603.2 Cleamces Jl xis y Coat hooks ahN be located...of hi read,ranges spenfied in 30B.Sh.-sM1ell III m Mlles I l.-d 40 in...(1015 )minimuentl 48 U Clearences snail canply MN 6032. 34,TH e N 121IyI (1220 mm)maximum above Me fildsM1 goo. 1014.11.1 Type - a C.o-ol buttons shall be itlemifled by laCHa Manders complying MM 703.2. 603.2.1 Tumtng Sparse � 4- 4d83TIrWrt+M OaPNr ..g space complyng wit,301 tilall be prowdW-I t,1 room. e • e a01a.].1.2 LadaOon a, RNsatl Mereder.tl bottle tlesignedons shall he plarea M.eeiatelym Ne leftdthe cmtrol bhm.to wldM Me.signetids appy. nnYtM �stWrypea dre,raYiwh.tyye wain+arm,]irrlresl43pmmlmaxmvrabaremearan ll°ara.routs.LMuuI^aXbel3htNhezbill mmld- r E%CEPTIDN:Where space on an existing car gpararrg panel precludes tactile mahingsto Ne lehdMe carols.markings shell be pladee as near fiO3.220v.ap irwrhdvouter Fattd Me,xMmmmme Mudmrnawe m Required ckerftodapecea,deaance m fiaMrez,.a trmhkg space shall Ae permhroetl m o,enap. `� Me coned as poss A to ible. 013%11111 TTity 603.2,3 Door Swing Y�MMI 1 ,lo '13%- Doorsslrill not swing int°IM rJearl.rspe2 ddaahance required fur anyif.0 Doors mall be pe du to swing,nto Ne required,d space. Ir+s] 41� Y EXCEPTIONS: � 1! � Doors lA a tdlM room a baUing roan fid a single Ocwpant awessee only Nrwgh a pnvme office antl ooh 1w.mmon use a ph...use snail De Bpe.inH,o swi rd-d ibuttinrloa space dtled..I Il IdII I,SMng of 1 dad wnb 131.3 vIp id.dM ,,It.2.3. FISVa[W53 LI -t Me talar roam d Darting Wan w for individual¢e end a dear Poor space wmplying with 305.3¢providee wAhin Na room beyond t,e arc INdoor.w,but"shall be Per,M to swing; Me clear l.r,p..or A-rdertqul,ld fi,any fixture. . 1741 /� 1 �/'(�76032.3 Doa3Mng ElcePtim 1.At the 4me Ne d...is F.h.d,and tt,e drawing.reversed In Me( re,Me d.,must meal ell Me 6(4.6 Flush CV 1k, L7 O �O I I V requirements specified in 404.Addtonun,Ne door swing cennm sauce Ne regabed MdM IN An Inns lble route.Also,avoid vteladrg oMer b ,fins Ft—antras sbdl De hand gprareddaummatic.Hato°pereted flush c.vols sM1ell ewnpy wr1309.Flusb chWrds shall be I I, mMe op. or Ire safay codes when Me tlow srvirg is reverses. gide of Me water doseh except M embulptpry accessale cmnpadmm4z complying w-M fiO4.&2. 6033 Minas 1!1 (b) Minurslocmedahwe I.....es orc.M cops shall De tsMlud»iM Me bottom edge INlhe refledvg ludade 40 MM¢(t0t5mmIdud-ma.ve Ado�sory 6D.6 FaM Canvas.ttplumbMg valves ere loratre anewybehind lne lrm sem,lush valves and related plumDilg can cause lnryry or ,rrr�� a[a.s1 W�,q SCALE: the finish floor or gnund.Munn not locate awebs Ione a.umMops shat be i fled wits t,e Mqm edge d the rMecting surface 35 Mlles hm ante m person lean,bad againr Mem.TopevenlddRAng lnlury or gnbel.w.Ne pumbing ran bebcatetl beM1,na wap,arm Ne sieeIN DRAYYN BY:WR6!MWi MJ7NY 1890 mm)maximum above Mefinish A.ragrountl.ver Melater ortapp d bythe IOdd auaority havig ryhsdhctim,prowde atdbtseat Intl. xeg,ITlxr PROJECT NO.:2022-352 z ACCESSIBILITY DETAILS S H E P P H 1 R D ASSOCIATES PLUMBING ELEMENTS & FACILITIES �"""" p 9 "m a 6g SPECIAL ROOMS, SPACES &ELEMENTS ARCHITECTS+ENGINEERS -ms7Peiune.<wwwM+nsPabgaes snag MPrw+paw Ou bNnwx:xMNesvx waLnKuslfvn sl.<arournxwrmy.ewb lsrs sera mtfu 94 PosMmmGmb Bars Grab Mrs shall be insnletl inanwiawml posi0m,33 intMes(840 mm)mMlmum antl 36 inner(915 mmJm ve th fin�sM1 floor measured 26568 AGOURA ROAD,SUITE 106 PaaM4aeavrbroux Gx nnzrvapemw[ee6 nbuspk mrn max•man l•wn aatacemwYh to Vie Cop of Me gripping suRace,excep Nal at water Oaten lar ebiGns use complying-sh 600.9,grab bars sh.11 hsUlled in a h0r Ul fi053 Clea Floor Space posifm lB inche R55 mm)miM1e backwallNabaNt10 shall laamaumunh607.4.1nt wn60].4.2 measured to Mempalne gnppng ansate.The 801 General Cq(ABAGAS,CA 91382 Atlee,gbww yaure space wmplNn9 with 305......1 mr 1-nd approach-br providsb. 61118% 6flmic neighs Ne lower grab bar and pYw Gob.,Swpe 310.670.9144 W1.a@6hBpnesw fl0�1, Thelaovisions al Chapw6-11 appl,.-m-b-by Chaper2 wwhere rebb.nb.by a requls-in Mls code. 603.4 Flgah Cwaols 4a-? 609.5 Srnface Hazams Advisory 801.1 Scope.Fadmes wvaretl by Nese requirements are also subject b Me requirements arta bMer napere.For example,806 Flush b-ni,shall he hand operated or ekbmadc.Hand sp-to fish cunbbn shag campy wen 3G9_ t IWaN Grab bars and any xallwoNwsurtaces etljacemta grab Wars pug be bee psnamwaaaziva demmnand shag M1ave,quntletledges. etltlresws9uerxa- reslaisbt Aq,G facilif.s while 902 contains NefecMiwt spec-..slwobt,.ralabez,v e Vansienl lodging facility = _ 608lavmones art 3Mks y, 608.6 Fittings containsare sl roemsie bansie Imus comply wM requirements in bine,chanters such as G,...pplicanle k cwmin einkg surfaws. s.urcul[crs•srrcar..as aria B Grad hers mall n-wbnin tneehtlings. X02 Wh-sir Spares,Companion Seals,and Designated NtIs Seals 608.1 General Elp 1i wa6 609.7 Instdladw on.1 WMMnair Sews _.ban..and sinks tnallcdnply with 606. f0. Grab Hers sM1allMeslalee in any manna Met provide a9rippn9 surface al the spedfeb bwtimsand lM1at aces not obsmrn Me required Genflow WM1eelnair spaces shall campy with 802.1. Advisory 606.1 General It soap and towel disp.-irs are_.b.d,hey must be located itNb Me ready renges spedfetl in SUB.Locale soap and Iowan P.-so Mal Me tl deb apace. yore wnvenien ybsa ya person nine accessible lavatory. 802.1.1 Floor orGmund SurtaceOf Ftp 609.0 SIrvnurm SVmpn Thefiow or ground wrtace axVeelcheir spaces shall comply will 302.Charges in level ere not permMetl. {t �. H. -�9� 600.2 Clear Flaw apace 6LRi WeY Allowablen-bits snail Hol bee,s.a formaterials aced whenavMiml or hbnxwtmforce m250ponds(1112 N)is applim a1 any poim on Me } A Warfloor space canpying with 305,pbsifbre0 for a Imvam wwban,dna knee and Ice clewanw complying with 306 shall be provided R6pRE 540.1.3 grab bar,faslaner,mounds device,a supparbg soucmre. � 9 EXCEPTION:Slapea na ateeperMm tAe shall be permiMb. EXCEPTIONS: aeAe wsssoOUT[sxRrz Rou Ix TyrtsNOWFRa ODzlaw;an A�pemlel appoacn cwnpyig will 305 na0 ba pemigee to a lichen sink in a space whore a cook nip a cwvehtimal range is nmprwi0e0,and 10 UI ,t 608.4 Snls 6105eab AR 1 AWvalery inemilet mom or bmtreg-tyMrasmgleoccupanlacceesedbnly Mrwgtlaprivale office erM hinter commm use wpoblic use sM1all ANdin fpdin dad in vmsfer snows,coni A tattling seal shall be deo in rd4inf fi10.1 General �r'M°r MIW'w'spwrSlwTcewr+>ss1915rnrn.rtrnwwrn,m vnn.es.roaOKas wr,rek0av+wrs,rrPwnaO wb.tark^u•wrJW bz 3ianrxn lsaomm, ro previbe Imes antl be tlaanntt cOmplsdng whit 306. gw.dgi great shall b,pr,bl type 2SnKs, Favi ype snowars requires 111 x""'°e C 9� I,ns,dmdalbwtlRg units.cehineVy shall be pertnidetl under lavatories and Nimnen sinks provided Nm all of Me(ollowing cwdpwsere mat: in transiem lodging guest rooms with md011iy lemOres complNng vnM 808.2-Sean shall comply srBh 610. bean In bathtubs ane shower wmpammm�shat comply w1N E10. inert czn Oe removed wenom remwalwrepawmmt of Me figure; - • �rERFO qBC� Me fin th flow eMmtls under the wdrre�:aM EXCEPTIDN:Inresidemal dwelling urNs,seats shall w[be required in lranskrtypesMwercmrparVmm�proviaeO Nat ramomwnant M1as been 61D�Bmhmb Sams ' I K nlc ,SIGNED Me wags behind dna wrrwnaing the ca"netryare finieM1etl. installed in walls so az to permitMeire 11blmbf sit-cwnplyin9 with 6084. snip mbaMNb seals shall be 1T inches(430 mm)mntimum end t9inner{4115 mm)maximrm above Me bathroom finish Boor.Thetlepth as eo1241nnss(610mm)minhnwn above Mefnisn flow or ground nall0e permitee mlavwbnesanb sinks used pfavnly by nlldren removapelnmb seer mallMl5 Mnes(380 mm)mWmum and l6 innes(403 mm)mevbnum.Theseet shall be wpaaeo(semae placement. ___ _ ----- ----- �sEPPµPb,TF TOilOA 6lnraugh l2 years wlxre Me nm a wunbr suRace is 3l inches(785 mm)maxim m adore Ne finish flborw greund 608.5 ConIrob Pemlenent seals m Ma Head ark olMe MlMub shell he l5 inns(300 mm)leap midmum dna sM1all eMme ham Me lack wml mw beyark Ne 7 f i xE SEnMP SHORVM u51N.A el_.sibncwnpyfng will 305 snag ba pennMetl 101avatories end sinks used primargyM ngdrm Syears and ywmger. Controls.motets,art shoveer preyaWs snag comply WM 3094. other edged Me bstl � y - I 1 SIGN-E.PRIN,EDCORE50FTRI501c The dip of Me.--11 na be c,b,.dwad,n determining knee and me tlearenws. 7s I r a I s[uEOE^noisEi[NslcnIi FEEMUST BE VExIFIEV Na more Man one bowl ata mulOEbvA sink shall be regbhed to pbvibe knee end Ice clearance complying will 306. 608.5.1 Transfer Type Shower Cwnpamnmts t1 L 0w aNy ELECTq In nsler type shower cbmpaMin's,Mecmtrds,tauce4,end snmver spreY unit snag De insWledm Me siOewall oppas8athe sem 3B lnNes(985 ss.t eisssib usxw Lt J Ii7y[/Pn�ly,4}.',�Ivll r' orvIC COCI[s mm)m1,=and 4B in-,(1220mml maemum stove asnawerOwranb shag be la,audmNecwtrd We11 I G ib..s(Soomm)bin-sir The�Nteaarma artylSxnez L3gmmlmmwmxM l6 rd,es l+05mm/maamis,kwnz<w L`- sgnatl by B..Ne cemeNne ns Ins seatfowam Me aM1owerbpenm9.N ;oar xx You tr2'rcrmel4 mNrvmunardrrefior. 9 6o6.4Fsucets Y I Cmtrdafw faucets shalleanply will 309.Hentl-pe-atetl mebiug taucros sM1al remain open faro secmtls minimum. rk llxxMabedMe sexpvtlGT.a.mrOrs l3amm;ma.mxm horn Me aaxcMnwg 1 I MPwrfl nappmk •-----I-----J e= C=SIB,''. EGGS Expawd Pipes and Surfaces e01.5.asswmrd 0•Klnrypel'4ewrcmnperm,w,n Walwsupply and drain pipes under lavalone and sinks smith insulwed woNervnse wnfigu,etlm prdm ageimtcmNa.There sM1mlMno sharp Ee 11.6 ill"d a.trom. or anaMve sarfaaas unaerlawlwiea ane oinks, 1516 (fi) @) William R SYuglphird-will"d rwrn.an.rn M,rewae.r.nm.,a.rya.n.lw«ar+n+IrDrlw+rra+owrdnMw b..annonansr m+,+e^�,rmn:m mm: :vn�as �E yrpy rpacg Mq apexes RGh.PP cin=wlnlam 607 Ralnmtrs adave McYwe,Ow,.wwneasexapavaktl.demnova.fxw.mdanawrsP«rwslw.:trinneadwrx be^wi,Gxmxmbxsw wnyglN"he buwtl r 1 R6VaF wt.ts R i.meealBOzmmrmrmnrnannesxrwM De1P21123.05.23 6oi 1 General I +' aWDMOF WNE4exmRvq[¢sx ASgRMYABFAs ba98.Y9:H1'00 -E.E.sM1all comply ankh 607. ^i4wyens s1w..rdwnpwmmn.m,gra pain ryoe Y,o^rnwsmaxxars rwsSarrBex aM.merxpa wnsr+ncex,rara Y� �I.. Oal.avn B` 607.2 Cleaanw wary stn dv,eraSotdsz,kc,.e.wnrwnae.vuy xkai.Mx®m^ryf w'Mre,.wahlw Meww krewrM Cram Be Ouaw T+r.lrwwnrtearspwrsMl:Caw,rano C.l:v mmroeef mmnwsn.wnrea.l,rt^ar rpxe:ari eemrer Lleerenw in fianl mMmtubs mall eztend Me Mn91h a rt�baMmb an sna be 30 ii inf t m b.dn n minimum.A b.In. s...ng- M permifleb at Me wood antl a Ne tlearence.Where a petmanem seat is govitled al Me need end a IM1e baMNO.IM1e tlearmce anml axlentl P yhan,^esge.s^e nha•.kb More YeF sew knrreansnmm,oeaq mu�mum 1 21-,1305 m,)--bb heyond Ne wallas Me Wena end a Ne-b. z�p� i P A perm507.3 3mamt seal al Ne M1eatl end mMe B-bit, er...-.1n.b seat shml be provided.been sM1al1 cb.pl,-filo. -1 OilQle+l M FlOURE 41011 V ^'+ 607.4 G-Bars RF[iAx4:UWt rRowFnuAT �'� Gran bas mr BaNbbs shay comply with 609 and sM1a11 bs provided in accomanw with Go-or 607.4.2. ee trtr EXCEPTIONS: _'� S� ' _� ;' �''^sS �•} Groh hers skein nm bb required la Mt,ibdle It sinf tubnthisinahmnmg ld in fa atingle bttupanl 1.ps-idply Nrwgh eprivate office and 9 es03e l-sls.pea syn i a nm for cnmmh 547.w public use provided Mat reinlwwmenl he been Mztalletl it walls and orated so as to parmil lite installmiw m grab bars bmplyin9 with 607.4. (•) lit) wregPb(m liiµe0sw than br 3n/rmmnlN mmrm+•asavaaMpewan dap lswkespw mnlrr.muc MrO+e manes,+03 m-imvnum BarorM xx 41In resieentlaldweling units.gran bars seal not be requiratl toMMstalletl in bathtubs lbcabtlin baM1in9ladlifes provided Mal rrMllorcemenl M1as Ween sith-YE slwlfeel .all lite w,remea Nw•L'omaw aMexxs^a0tr1r/saele;l3a mmnmamrum lmnrravunre MehwaeblesME'be l+xaMSIES mmxneremum and lS.Mn 1nsMlled in wags antl lowletl as az bpermil Ne inY81a0on a9reb bars wmplying wen 607.0. F1e0e[wes.x lawmmimaarrum nomdewg rhe Molne'L•Yue OeslMnstssb mmlrn.wsxnnarea3^ares ma•berm lsasmmlhmn Meme:sexwxl. lap (b) Mcm elle 601.4.1 BaWubs With Pennanml5ea15 STANOAM ROWx MESNONTa cox^ARYnsxioaxnwLd411gx _22.2] � sny Fw baMnM win pemanmtseals,gran bars shat De Povided in accamanaa vain 607.4.1. ��_..`� xis rwW[wp.t3 608 Stgwer Compartmerns w"AawwnRaOet TYP+sbe•rer<ePls stand mrM 0001 1 ^-... M01 B030re tin,Fining and Lockw Rooms tlErrx rlFwx[[LcxwasruESlN Aiz[w[Y^045 x akmsxero'snrypeYwvmmpmarerYs.dxmnrorc lava+rMYrerar a+e p,o . e� Goo General caroo¢nucptse,,ro Yrossa IsuNmMrsee ,dl+ra^ W '' 663.1 Ganem Shbwwwm rMrenn shall cam wen 6UB. oralopposite rN x+s' wY YI01 pe pY wlrreaxarnrim Pm.Mw mermrrok lacers art arowe'wr«cam Mrbemv mN1,0a••ar�mmhbmMrmrp+•rn+n ryw D,esn9 EMg�snd locker r0mmsshal-ply-803. Adv tory 608.1 Genera,.ShaWw sMllz Melare 60mnes 11525 mml sritle art nave no curb may increase Me usabdltydabaMromn because Ne w .renes - P AO tory 603.1 Genere 1-.sand Oban s-W be desgneb I.bsbnB peapeusno accessibs tlressng and fin no moms M.,egUlvmentlo 1h.b,areae .des sbio-I manwvwiag space. r 161E r7'- Mal afforded alhnusers of Ne fadlily.G-9D9.6 requires tlressng morn b.-...Its,be insmisd so Mas they ere at Na same neghtata �'- lypiwl wheanah sera.t)innez(430 rani)to t9 inche(485 mm).HDwever.wneelnair lean can be lower Nan dreeing corm bmnes for people 608.25'vR antl Clearances for BMw.r Com -.nndNM stmue 0,children using fMeeldrairs. Arlantic Beach Shower romps-..b..h..In-s¢es and dib-n-wmplying wVM1 608.2. ffs0Il{0 • �) dYyrgk.- Bp3.2 Tumirg 5paca 60a1ixaMartl R011iniyau 5heex[emlwmnenm aRa ) awnpwith[ssrA�OEoIM 10WER54Y 3 D. sying 304 shall he Povidee whin BD3Me room. Wunrs4rYnna.rumpan.+errn Yu•be3emra+r•�rF...i ..- - - - - .. .... 803.3 poor Ewing /s p Doors shmina suing lnla Mroom C111 bnlessacleaflowagrountl space complying with 305.3 is provleM beyond Me arcaNe door sxMg. Atlantic BeachhCouWy Club rawcmoPwMx aaema.silwwawm,.neansss-.n-r.a- �.�� .....__ A E.4 Bennea Phase 1 fi•�IWI •MraY a1o15honer warP+sln-cz0,r, Abenn[bmplying won 9o]sM1all be provided wine the roam. Doc «`�" I ) .Mew,sea,,,radw„,wx,tl.„rWl..r,wwn<mwr.nrrwf..ssaetr,mmrtsyPr zMHI.„,uPeam Mra«wY,dleren,u a,erw.raH,aE Jwra wndhw 003.5 LbaC Hbaks and SneNez �1�7 dfiaM3Gesitmmll n4G ineo(1015 mm)minimam Construction mems aewas 7600SelVa Marra Give 760min � �� :rpa cal der^>oaeemmelramw.naaaarwmrh.f.wr,ma+xr.1•mnommr,ya,mccbr,.cam.pwarwanin3md,arnrrmtMrann.rear,rrmy. Atlantic Beach.FL 32233 w •e�®,.,.JI*-:1-J(1'. �mr w.a,.u,r,r,�+�rae�m rrcma.Da.r m,wa+.rmw.3nrtxcns mm:amat. ar[fe l.z. rao<n,a srm,rMnxlr.al,r.Rxmnl E 1.w,^�fir,Is,n,I la.r�lywal•a ,« BUILT-IN ELEMENTS NO�'SD°TE DESCRIPTION 1 1202-22 Bp PRICING 2 9D1 Generd 3 2 3�202-2 90%CD RI9 5232] PERMRSET 6066 Shower Spray Unit and Water uT1RwaE R0LL4NTvrtsxgwTe cmarAR,aEMCON10oLIixaslpN orwr WFtIPMLTIaIII The provisionsof Cn,119 shall appywnae requires by Cnaper 2 a wnere refermce0 bye r"Ans nlin Nis coal 153 - A showerslrsy rng with a M1we 59 inner 11500 mmI Tong m'Miimum Mm can De used ban as a fixe6pmNon shower heatl ark as a nand-nHd 902 pining 6urta<as and W wk Budaws r-...arrrr snawar snag nr;pmvkee_Tn.answer spray unh crag nave an obg.Bb.roa woken.-p.ni sort-err Iran adianawhbols i.-heatl dna (e) @) -elf 4 � mawml ba,is-d.Me bar shall be inzteg f so es np In use of grab bars.-r spny un n,,hal deliver-ter Nal is I-F NITC) rocloo- {(y L shaped 902.1 Genens! Fa.M¢a0exz um. Dining wrtaces ane works-s shall-PIG shh 902.2 inn 902.3. si^xa^ao rlOu+x T9FSNbwER CouP^nu[srtEXCEPTION:gfxMnower M1eaa lowbd at 40 inches(1220 mm)maMmum above MesbowwfnebG shallb.pemrebd Ms-dmaba sin FmuntroJ I EXCEPTION:Dinh surfaces ane work surtaresfar Nlldrens use shall be dlo tocol 02A. spray unit in facilges Nat are n0l metlical cerefaciifes.loon term care lac4itles,Vensienllonging guest moms,w residentis dnnWing oohs. 4rtN1aFs4i 9 permme pywM5 _ Ativ—608.6 Sh.-Spray Unit and Water Ensure Mal in-mown splay unlis ere cwede of tl 1-9 water pressor.sabsb-sty Ativisory 902.1 Genets.Dining suras-bblude.by are not limited I.,Mrs.comes,lunch counters,and booths.Examples o'wwk surfaces intluM A 30 aan,16Gmm,neerw.mam Ww nnnpsxsmmlarynwvmL-n exnwe 4un 0e Pr�eeeadyrernmoeeeen fxrd roc+ro woawmae.s valem to fixed shown Mads. Ca♦uYrSab 3[omn,m rvmum imd,6mr Wrrhngsuda�by McA¢Aecopn9 p,ovbiona.employee wort sclahongs,9 antl ohm Ldes orfixNres for personm 9rooming,ewpm roomers.antl Ox:A<Wxe Mongyngwnn606 AYIIxpemiaMon rc. wmm Vneed�dwarnr Pru40mMmxurwcw,nemeaNe sO8.7 Tn,enmea Z. Par +•sw sr„ntr snsxs Oe ma,t,w..wmx me+dawvw,o `.es,WSnmlm•xnrmemnnh nm.weer Threshdtls in rolpintyye sM1ower compaNnenn snaf be IN inn(13 mm)nighmaxvnum in ac[brdantt can 303.In trensfertype SM1owerROea plus 802.2 Clea Floor or Ground Space snar+raeagxnn P.vae.epraatl. me YMPeer amxemmore comparWmlS,Mresno1ds 1121rMh(13 mm)nlgn maalmum shag Mbevae0,rwnded,or veNwl. A clearfiobr spew wmp3irg with 905 posNmetl Ian a toward approach anal,be pravidetl.Knee antl ice tlwrenw cwnpying with 906 snail M _15-16 Pwieea. EXCEPTION:A 1te'enola 2 inner(51 mml nigh maximum Unit M p bbb..in lrenafer type sNww ca b-ibbls M-x E laolities where sg-+46 wua^0rrwre RxlATpesrowr cemP,nwmn provision of a 112 Mn(13 mm)Idgn NresM1old would disturb Me zW tlwal nsbibb-sit'o1 Me door-Ebb. .A The taps 10f Dining surteces antl-surfaces sM1a11 be 2Bmcnes 1710 mm)minimum and 34lndies(865 mm1 maximum abava Mefinnn floor or man lypeMw<,rmManaem YnYbeYmsl,nlvl5rma)n,Mare^o.arnrls]SmmleeeP'wnmumorr rweameavnmeaweeaceme pleas s, 6DB.B Shown EnGaslres ■!. 4 9rwnd. wpming srea.^3aeah;l•smmlw•M nwn,.aew^asNvtr Pandas nbrcakd Me Iwasee mMeao-rMxlmrr. Entlosures fa shower wmpadmenn sM1all nvI obsww cmVtls,faucets,antl ahoww appy units err abztrua transfer ham wneadmirs mm sM1ower ■ gd8(■■■ 902.1 Dining Surfaces dna Work Srnlacesiw Cnfidren's Use 111a1) Accessible dining wrta...ntl wont suda[es tan dl0tlren'S use sM1all comply with 9024. �,.tr�. 609 Grab Bars EXCEPTION:Dining 9awds awnd wa�pnwes Nat are�us�tlnp�manlyP cfikrvp�aywrsvywnger shall nm be requi,edk canpy MM 902,1 whereetlearflbw or wM 305 lora rmlela Nis 14 tl. 609.1 G-ri Z ii nm r 902.4.1 Clew Floor w Ground Space ( Grab Mrs In lalel fa 1-and b.-E ledlides anal,comp,wM 609. - -N- - q clearfloor space complying win 305 pballoneo Iwfwwwtl apprwcM1 shell be provided.Knee and Ice tlearance cwnplNn9 wMM1 306 shall De �y a9i'G 6082 Crass SectionM,bedkn ,excep Nat ee cleerpce 24 inner(610 in.)ml minimum abIna finish G.-Erwnd shall De p-Ittsd. `,•L "a(gM fid. Grab bars sM1all nay...ross secfm comply,ngwiln 609.21 or 508.22. ww6fRT 902.4.2 Heigh V, 042.1 Ci-I.rCross Sectiw Th,I-pMNes and c-b-.Mllh.26 inches(660 m) N...and 30 innes(I.rani{m urwm Move Me I.-In.,-.ne. Grab bars will circularcross--s E.11 nave an oubies diametwm 11/4in[nas(32n n)minivan antl 2In.-(51 mml maemum. ep31 L8fupOd Sym _ a1IY tnerw wyearl+naree xx Ya%IM)/a Knnla+mmlramwrr�akmr bbb,ry is lrcl+rt l3PG mmlmrvwmaM sbrr,aeslbs mmre•••••sm Wray de 903 Bermes L� R-� a[xTNwt)rma.C.msa<saar semwa.la,rmrwgea0ea•momma Mewrs,atMs'fvrv.Irellammlm+urw+n•frwa ne wal:arb mrhoroegearl Oe:+IMuspss mminwumvnxw f .+lr•��..-.+•....••U.....�W..h �-..v Y4..^.s i.�..,....r i.. .•.� i.. tSerdnsf3wmm�wmmna hvnn,ewaalM1emealua't'arn[beu,xrres 1560ranrmmmumm33-'Xsnam tlrervsseasw[. 9031 General W kid aria Wxe�erewe�aMaeasr .-as.-_.«F�+.a s -.•• ••• •- •••. Benches shall canPlY will 903. lebiweayi �� ' u sorsa �a �y 903.2 Clear Floor or Gmntl Space X�:a Clear Ooa or grvWtl space compylrg will 305 ahml De provided end shall be posNanetl at Gra end of Me brach sem end paralla m Me shM axis M } on.bents. IL n uTeOxATF Roulx lYrts'ROWasCpWueTn[xisiu qND t1¢AOaNGE ,1 - 5snbh.be 5 p J wig � Burnes shell M1ave sear Mat are 42 ones(106 mm)long minimum ark 201ncnes(310 mml beep mirninurn and 24 irrnes(610 mmI 0e = GG.3 G-..sCT`" \�2 / 1 1 manimum. e m ompy with 609 and sh.11 be prof d.1 In..-sn..with 6,18.].WMre m,Nipe on.Wars am used,required bodzmf,grab bars ` �k'v `J l _ r0i+0aas-b �/��9 snail b.bbts etl el Mesame M1eigbt above Me finish lbw. ply . V) �/ 161E T~ -F'-- MM�n Yn[pvsMMOtl MMpwrwmMeeamuYmawa'.eaGa^MDwrwi0r4iM•espo0smmsbngm;mvunsre waemN!.omapuaaz ncfrezlsl 'n E%CEPTIONB: J -►�> mm; mrmese,<wnaremapmnla vnlrslassrnrlminnwraabw.mrvxaa*wx ew va+oan.IvetrT.aar+*Assmmrrnamnrnn svnfne rrx V, Grab bars snag nd be requires to ha nstmletl in a snwrer located in a braking laclliy Ter a sirgl0 omupem eccese0 onlyflavugh a privme oRlce,dna -✓�� (0) �) agrp�d.M1 maesvrOMaan+ory W nafor cdnmon use 0rpupic use provitletl Mat reinfwcemenl has hem installedn polls dna loaned so as to pamHlM1e inatallalion olgmb ban (o) m rWlnaV avrrn xil l l wmp (b) lyiwill fia8,3. rkWF1103] V r In recMwdaldweangunils.grab Mrs-In be requie0 b beinsts. in zl*g tocatad in nadirg faciMies provided Mal rardwcemem Ms been EleMn welx ^tliwTRww a,IXzuppPhiD+spn nvxwenrMwau eeMLsmaMa pa'•drMMae brsw+wuael+wmla dwverm,altramOwsenewka U insblletl in walls and lawted so as t0 permit Me nsfallalian d gran oars wmplying with 608.3. 13aavEo sNawTR 54T ef40OARxoNCIRCU4RdDY SP.RraN PmeYatl O+aersravn mmrmhanYer rosM Gent. eRaSlWkntl lbFNTyRe Sherev[Or00armeM -ti yrwdedn Mxtive rtnsypeYuxn rwaprme.AMxaM Yue ce PanYad mmebes^wW xo me paenallapP4aaepe xx.4,e NrssrR[r,z 6f Oa Ssrudurel SbangM F rMpmnMaabOwawsrx wla.easexnwtlaaeednfnerOrasa.est+eYuvrcwigarmnu.OM MrssrvX belrwMeObb-GrW ors slr+'Or Tbea°°se M+eenmewq^Ode[raf br,s0+[fa lr/'i"<nesl�mmlinn Msebw.aenmepAfxardpgengognu 0ebwalwaldxmNlnNM+/:xane. Nlowable sbesses sM1all not be excelled fwmalerialsuse0 wfrm avwdcal wnalxanlal force 01250 pwsks(1112 NJIs appi.e at any point on Ne iEi hw,laMf antes C501wnlmPimmrer4maMcereww pe mmln,Yr•ava«w Mwrbnwaen rlep�Iw rMPwaO,.aMabxmw YUN Fxnes(305mmlmmmuP sew,fasknw,mbm0"rg device,Or suppbrfin9 aaudure. , w Wgnae Yxlrwe swamaYww M1nrp.arevMyab Gnx,we YR':MprmsuY sone l•:;mares l3l mml nnwnxn L '11{Irrr � �t �' �t rY - �Q.,1tl,b,Mraarnaw.mdnp �I a.mw. b.dlwd •_ .[x[x.g4aW.W, w10pp(Mal wIlh Ilan I me by of line bran deal sadaa.snml ee 17 Nnea(400 mm1 mmimlm dna 19 Mmes Res mml maa'vnpm above Me fimsn Ilrnr w gmune. ReueEeeaai orel� to p�� So'S sswtrrsl seMwlgMn SCALE: ceeppb la mamriak used wnenavwdcal or M1arizomallwce 01250 pwnas(1112 N)is appfed alanypoim on Ne DRAWN BY:WR5!MWIMJ;NY eeuausewsYuabudRauuETTFErw4w[rs svAcwsvemee^la sz les a ere s abs ex PROJECT N0.:2022-352 m,rel<ner,mwming aaame,w wppwbn9 atmdm.. ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES BUILT-IN ELEMENTS 000.2.5.2EIeva1M ARCHITECTS+ENGINEERS Tho nor.for any amp con wooed:.,McYaae pi.,c ,Bbiba span be 12 inn.l3os mm)maxAn.m. 26560 AGOURA ROAD,SURE 106 903.7 WK L-obb 1006.2.5.3 Hantlails CALABASAS,CA 91302 Where inatelleb In wet l.cogms.Ute Sodom of theseat Snell he slip nedstanland drag n Mamumukle water. Where'moire]m temps serving playcomp,H,ht,.areh b-B Beall comply wbb 505 exmpl as mwffii.d by 1008.2.5.3. 8310.670.9144 wlll.s@Ishop IS Cum 904 Chedl-Ou[Asl<s ant Sales and So,,.Counters EXCEPTIONS: .vwasw H-S.11 shall..be requiretl on comps wcdM within ground I- N.I aud904.1 General Handrail b.obibdrs snag nil be regdred. Check-out aisles and sales an0 Bunke counters shall compywiN the applicable requinem.. 1000.2.5.3.1 Hacomil Gripping b-ibos9B4.2 s mcwtEcrs•Enc�kDa ail gdppbg surfaces wgh a circularcrass-on shill have an.-I diameter M D 95 in (24 mm)minimum and 1.5511,0¢(39 mm) AllAll pomonsreaf counters requiretl To cdnply win SIN snail be-Mjeced to a-1-9 satiate cwnply,ih-1403. maximum.Who,ne shape of me gripping su is non-circular the na.tlreil shall provide an equivelenlgnppng surface. Advisory 9012local Approach.nor cash re Si .prwidoa al the sales or vice count saer, theNecopse'dose to thecash rISS-1 erson.-Bso Nal I pawM1edcdair is visible to sales dservi[e personnel antl to minim¢¢Nereach for a person with a dis By. 1006.2.5.3.2 Hanarell Height The lop of handail gnppng-..shag ba 20 ht[hes(510 mm)minimum antl 28:mires 1710 mm)maxunum shove the ramp sudace. .i 901.J GM1ed-Oil Nsks 1E OF F,, Check-out aisles snail comply with 904.3. ION.2.6 Gmuaa Sudac. Grwntl w]aces on accndble'rodeo,clear floor a ground spaces,antl lummg spaces shatl mmpywim 1006.2.6. 904.31 Aisle Advisory 1008.26 Gr Sudaces.G.-iboh.muslbe Napededantl maiMainM regularly to ensure mnlinued compliance wMthe AST.AF Aisles shall cwnply with 403. 1951 eta btl Th.yp.of..K..material c Hbd end play area use levels will odamin.the hewe.cy of inspection antl maintenance ac8vifi.. Il(J.3.2 C S. ) 09ama 10011.211.1 Acrosaibaey E }}I AR •ti The counte,N-ob bright.ball he 3811015(965 mm)mEA,H above Ne finish flog or ground.The top M the couma edge pro-oh ana116e2 Grwntl surfaces mall comply win ASTM F 1 B51(ineorporatM Dy reference,see•RNercncM Standards in Chapterll.Gramdsudaces shall De rlAyea,s. I-IS,mm)maximum above th.lap of the reinter wdace on rhe aisle side of the check-out women. iispedM and maintained reg.IBdy antl fre brby b,ensure cddnuea compliance will,ASTM F1951.N. 33 Che.Writing Buda[. 100e.2.e.2use Zones Y'Z`fRE�D .FR� -r Where RpvitlM,check wHhbg111 shall comply wed 902.3. Greund rods...located within use zm.shall-ply w4h ASTM F 1292(1999 MiSon or 2004 Mitim)(,,[olpor Ed by nelerenm,see'RderencM Sand.Ns in Chapter l). D I.904.4 Sales and SH,b,Ownlers III IAII Sales o-to,ant Bents counters snailcomply 0H,9 Al v904.4.2.The.-Iola pvrtim of.e counter top shall extend Na same depth as gEME ITAMPRSHOWN USN..OGT' Th.sales or service countertop. 1009 Swimming Pads,Wading Pods,and Spas GnA-I.P EI N EDD.-C OF TH" E.ANC EXCEPTION:In ahamions,wM1m the pmvision of a counter cwnpying wi.9M.4 would recall.a reduo.m d the numb.'of b.N.g murders al 1009.1 Gonad DTIEShiNATORE 81 gE 1ER1 EO work sNtims Ra rvducbon d the number detlstlng mail Mxea.the ob.b.she.be p-.,B to have a pont.vRlir'Is 21.bol.B III E mm)lI Where pmvkled,pod l'Itts.sloped�h�ns,bens/.wal6,transfer systems,ane pod stairs ahall[ompy with 1009. ory prvrE CTaONlc comE6.N minimum mmpying wM 901.41 provitletl teat me required clear Roca gtwm spam is centered m the accessible length d the manta. 1009.2 Pool lints �d0f Mby 90441 P.-I Approach 1oo19/K sM1all mmpY with 1009.2. WBMm R 9heppNrd w A AthecountersWace.at is 961ndes(915 mm)long minimum end]6lncnn(915 mm)high mexvwm above Nefidsb.vvr shell ne DN;C=118, Ro-,vwM.Acleaflodr orgrowespa[e[omplyln9 with 305 sM1ell be positioned foraperdld appraadr adjacent to the 36 into(915 mm)mWmum Adv5sdy 1009.2 Pod L.Is.Tnere"bohbiery of avallablaon p.d.hs-fhE IA,Pingseals INose Nal are-bio,dwmkit1-aI IM Evw4oplo Alep-ee.com. IMgth of toter¢'. a wM hacks will enable alerger poWlalimdpersms with tlisebillUn louse lee lM.Pool littseatst�at conzid dmaarids Nal resklcmosion William R.'Anr4Phlyd gwiepp,: and provitl I ouIs.to transfawill be ascot¢by bBOI..angebdio.Pe with tlisadlN"es.AtltlNonalb.bioi such es armreds,baso rests,seat Ads.e�"William EXCEPTION:Where Ne provitletl counter satiate is less Nan 36 indles(915 mm)Img.nemfie counter surface shall be 36 indres(915 mm)Mgh beds,and leg support wit ennanm ame.ib6iry and baker accommotlaa people vdthaw+tle tinge ddisablldes' OyABpye,05.23 mawmum above the finish rico'. 1BOB.2.1 Pdol Lift LamOm 003d430T00' 904A2 FarweN Approach Pod lifts shall be located there Ne water level does nm exceed 48 inches(1220 mm). AI tithe swots solace thatis 30 inNes(160 mm)loop mvimum and 9fi inch.1915 mm)Ingh madmum shall be provldetl.Rnee Intl tce .pacecomply.g wh 3W0o.Oepmw]M-do,1be cdmter.Adearflobr or groundIpace complying with 305 snarl be_11- a lo- EXCE-ONS: appmadr to Ne counter. Whore HE I,nitre pool depth is 91eaa'Nen 48 ino-(1220 mmj,complian[e with 1009.2.1 shall not be requvad. Whore muwple pmt lift locations are provided,no more Nen one pool Sft snail he regdrM b he lob.-in an area where the rosier level Is 40 imh. 5 Food Service lines (1220 mm)maximum. Counter in food service Ivrea I-campyw 904.5. 1009.2.2 But Location 904.5.1 SMService Bndvn and Olspenzwg O.vices In Ute raised posNon,Ne ceMorline MNe seat shill be ImMM ova'Ne deck and 16 incM1es(405 mm)minimum boor Ne edge el the pmt.Tne de[k Sen-service shelves and tlispenskg devices mr tableware,di-,cm.imeMs.IeM antl beverages shall-ply rirO1900, surface bMween th<[MlMinedne uet antl the pled etlge shatl have aslopn nil Meepatban 1:40. 904.52 T.'"id- I OD9.2.3 CDeck Space Tm tops of imy slides shall be 26 Moba(7 10 mm)minimum and 34 inches(865 mml maaimum above ne finish floe'a ground. On the side of I1,1 seat opposite Ne waren,a tlear deck spam shall be provided pilldd with the seat The space shall be 38 inches(915 mm)wde shall mend-481-(122.mm)minimum lmmlaline locator l 2 iHobbi(30-)bEh the rear edge dNe seat The clear 904.69ewrily Glazing deck space shill have.slope not steeper Nan TAR. Where munlers d teller wintlows have Bawdy glazing w separate pars-fan Ne pubnc.a mBMM w fadl'm,e voice cdnmuniob-shat be provided.Telephone handsel devices,a R.-I.shatl oornply wAb 704.3, 1009.2.4 But 1ei9M _ The heighl.1 Ne IM seat snail he d.*HBid to allay a stop.116 inches(405 mm)min'vnum w 19 Mmes 1465 mm)maximum measured from Ire deck Ativiso�904.65murity Glazing.Assistive lid mg devices complydng whh7W can hcilAde voice communication atcamtas yr te0a windows to the lap M the seal suRace when:.ne rdsetl(watl)pmilim. 7Nore Is secudry glaainq which Romd.dl-1 in aueide inimm,on.Wnore assistive licterin9 d.vi..are installed,pace Ilgns c.mpy4lg re 092.5 seat of-th 16 7N.7.2.4 to ideMTy th�sefadl'des wnia are so equipped.Off, voice commurica0on.-dointlude,btn are nil limited to,grilles.skis,HI Tne s.ei snarl ee i6 inures 11 mm)vritle minimum thrwgh bah.,inlemans,or-ph.-h btdevices. 10092.6 Fca,eds antl ArtnreMs Footrests Shat.,I.-[B antl shatl move web Na seat II Rovidetl,the armrest positioned appasge the water shall be removable d snail low dear of the seat when Ne seal is N Ne raised p.atl)pgsiaan. - I0D9 E-1 Ma ...and Equipment EXCEPTION:Fom.a shall eat be required m pod IMz Rmiaee in spas. -_, 1 CI�CFIeeSpac EB Ms no equipment snail have a dear floor lip-111pyin9 wIN335p,..-.d.r Oansfer afoul.by an Hol-seated in a 1009.2.]op... whedmair.Clearfloor b grountl spaces No.d exerdse.amines ane equipment shall he H.-to overlap. The kfl shall bedunassisted operationi�m both the deck and water levds,Controls and operating merparvsmssnail he unmzimded wvlm me In is k use end anal)comply with 309.4. spry 101-1 Clear Floor Spam.One tlear.oy-ground spec¢is-SoUd b be snared between two pieces of exercise poNS nl.To intim Adantic Beach sm[a use,....I,s .,1-ndiconsitlalay of opo-h,boacconnH.-Fo,ds of 0w row antl center 1..d.,i,h Tm im.of.e clone ONE A.-S2 0h theCo.-.o.IPMT,Es must,¢capable dunassislM opaacon from pBHn deck andwaterladc.Tbi,bio t pnh a persmlo sill or space mayvary grtatl eepentlingm Ne usedthe equipnen,dmechine.Far example,to provide acmsstoa sadder pressmacni im- ne AiS when Ne pod lift is in the app Will nob,1,,is e,thi, im I,hoofo'eperson ffb...i-S g almewbe ode Hici, Ne pool. floorspace-bone sealwWtlbe appropnde to alaw.d..thter_Cle.BrobopacekrabenN press marine Oesignetl for use by an individual Mto eis.neuppozibob sahedsboo i-di,s Nb,inthe w.i,gp eMencod pedo�dgme awailwg as5atanm.Tne requ'vemenlfor a pool see1M in a whedcnair,M1oweva,tM moat likely ba cendretl on Ne opeaN,g meseniams. 6a to be ntlepmtlm0y operade tlon nil predude assistance boor being provided. 1 1ON2.ESublnargMD.pth Atlantic Beach Counh Club I The A sball be designed so that lm seat will submwgewa-.1 depn of 1611(411 mm)......I,- Istab.I,orals level. Phase 1 1009.29 LAOng Ca oily RECREATION FACILITIES Singleperso.poidIIIsaghaveewel9Mca d1yo1300paunes(136kg)minimum andbe.pad-oI-id.gI"'do11.dof.11. oneentle Construction Documents hdrbmes Ne ra1M wad. e (136 kg)nd 1600 Salva Marina Drive ..100929 LdSn9 Capacity.Bogle penin pod She must be capade of-pip-H,a rmimum weight d 300 pounds a -Ig 1608 car RarYitie. .Bobs load gl.u.am we maanarc bm.a therdea load Pant lira anadlab.pavidM nal meet the neeaadne pppwaegn may aerve.Proyiamga AtlanBe Beach,FL 32233 pmtINv41na II capadM -tot an300poems(1]6 kgJ maybe Mvkeble. 1000.1 General 1009 3 Slopetl Entries GonladliM.shall comply win 1006. Sloped mldn shall comply with 1009.3. REVISION 10062 Accessible Rates NO. DATE DESCRIPTION Ameaawle ranee cervwg bill gramtls,prectice tee.g 91.15,pub.,groan1,prIloo posing greens,teeing sntlona M oldving ranges,course Advisory 1009.351opM EnM..Permnal»hedsdrs end moMliry devices may cot he appropdMe farcWmerging In wale'.Sam.may have f -2-22 titin car renal soros,bap drop areas,antl cmrsetoilM retina shall comply von Lh.per0 and shall Oe aB inches(1220 mm)u+ee batted..mdors.and elesicd systems eat whin submeryetl in waermay rouse tlamage tome personalmmildy dwicedwheelsavd 23 BD PRICING mnimum.Where andrags are pmvided,acc.Bible reales shdlbe80 im.es(1525 mm)w.d.minimmn. orene pad water.1-dolga.aquatic wbeddrair mabe of norrcmoavemaenalsand designee tar acc.zsinlo the water will pvted Ne 2 2-10.23 Do PRICING EXCEPTION:Handrails shall nil here kedoh dfcwnes.Where hentlreiK are Il nor bare.-to wBBh contamination and avoid tlamage.personal wheelchairs or Mermobllhy olds. 33623 IFE CO qu g provided on gottcourses,Ne handaia sin q 5-23-23 PEFlMIT SET -ply win 505. 1009.3.1 SIB,M Enron Ativiewy 1006.2 AcenaideRM..The 46 ineM1(1220 mm)minimum widtn for the accessible m�wkn�cess�ry wmsrrte passage ole gill corm Sloped antrres snail cOmplywiUl Chapdr4 ex[ep as bofiedin1109.3.1NmughllD933. eller me accessible rate w ibe 90th car passage.Til la I.P...,whor.Ne.-Io Ne route k used to mored the 9oH car r.lal area.bag drop EXCEPTION:WbslopM en-are provided.Ne surfaces shell nm be requiretl to be slipI.as,praN[e paplrr9 greens,padice kdmg gramds,caps¢mgd roams,and corns¢weaver sabers.These are areae o d.Ne bomtlary time goo course,hal are arms there So,Mividual usv,g an atlapM goo[ar may hovel.A gill car passage may nil m subsf.ded for over accecside bel-outside Ne bwnasry of the wase.Fa example,an ac oHlerage...metingan acoeasiLe paikin9 space to the erNanced 1009.3.2 Submbo Depth =course clobnouse is not coverhl by oris pmvision. EIopM.. sail¢Mend to a d tH 0124 inches(610 mm)minimum and 30 incnes(I60 mm)marimum belawne stationary water level.WM1ae II ere required by 4&B 7,at lead one landing1111...W 241nses(610 mm)minimum antl 30 inses 1760 mm)maximum hebty the Provitlirgagtlf carpnsage ori.permilaperson Nal uses agdl onto predice ddvilyagon bell hon tiro same posNon and Blanco urea wren stationary waarlwel. playin9thegame.Additionally,the space required for a pen..-B a E.canto enter and maneuver tvi.in..l..ing dations regdrM.he EXCEPTION:wwading poria the sloped entry antl lantlinga.npmyitled shall extend m Ne deep.;part d the Watling pool. atxssible should be crositloretl. 1006.3 Golr Lar Passages GM car passages sha11 dbmpy-1006.3. 1-�xwitr+'b so06.3.1 Gear Width �.. .--m..�w...an,....,�,..,,...«...r.-..mow....w�.4.•1.r-II�,.eF -a.-.4w The clear width of 9otl car passages shall be 40 inches 11220 mml minimum. v"S.2 BSlden -oho. Where verbs or other wnsWGm barriers prevent gill cars from entering a fairway,openings 60 in[M1es(1525 mm)witle minimum snail be provitletl .IMervds ml to excme]5 ya o.(69 m). ,.Hadrwl eaersae>Iardrwl q SdS.ta.l.alndb rap.rN a1Ne6wrmriwWFxwwKampM mbv 006 4 Weather Shelters w.to�wi.¢•ane .-.•.x Adaarflod orq Bd 11ce60 incM1e1 11525 mmjmnimum b1116inch.(24do mmj minimum snail BE prwi0M w5thin wearer Skala'. ahslrV-rtheraTrvMmrnr9l wM w..✓Ye f ashyad mlrxsn+wtlirS pools sbwi cot Yrw - - -....- 1000P.YAreas dakrwr ba re4u.Mmrd.pywnn Sits IOONI Gmeal Plsy areas sill campy win 100H J 1008.2 Accessible F - outes 33-A Acm.2.3.codes serving pay areas shall compy win ChINBI1-libantl 1000.2 end shall BE pamnM to use bi excepmns In 1000 2.1 arwgh v Q 10116.2.3.Wnore acc.alda routes serve ground levtl pay compmems,the verKd tlearence snail be BO inches high(2030 mm)minimum. M4etl L r 1006 2.1 Grwntl LevN antl EIBva1M Play Components W Accessible codI,serving grwnd level play components and eavdetl play co-nponenn sex be mm,itted to use Ne excepams in ION 21. Q EXOEPaT10N5: syaremc complying with 1008.3 shell be permitted to cmned.kvalM play compmems except wbne 20 ormore elevdetl Dlay components �e�.Y�an5 aq5 ore man 25ce sea,M,ewveaaq pay dam Msndl pall,¢pMe�inMminmdlo ancone ela�pi:a is dans Haan ydeme are provi ymmpone pan p ycanpmanl.pe eccesdble roux. 'lora smI31 JM w f SSbft C.nt.m.d Ploy-o a Aecwkwrvgs d laysresSbepiitlTo, . ce don In 1002.2 fuwtreu4s wXstdrtpEMM W EXCEPTION:Transfer systam.complying-1008.3 shall be permnM to be usM as pad d on acc.sible mule. ��)'^ 100823 Water Play Ccmpo.ents V Acoessible'odea serving roma qay cdnpmems shall be pih-I I to use Ne exceptions i,IDW2.3. W m EXCEPTIONS TIONS ouxC) dace dN..-MU.r ,clearflmr orgmund spas..o-lum.g spar.nerving water pay compcoena is suE,e B.compliance wAh 302./03.3.40.5 2.405 3,and 11108.2.6 snail rot be requiretl. Transfer systems ca.pyi.g win 1000.3 shell be permMM to canned elevate¢pay cvmpmenis in water Q Ativlsay 1000.2.3 Water Ray CompmenK.Persmd w.eelmairs antl mohiiry devices maynot be appropriate 10-s,bmerging in water when using lr pay compwenK in water.Some maynave batled.,codons,antl elec,dcal systems nor,when sumnemM in watermay cause eamag<lo ne panoral mobllXy device water.wA1 prolhot ed.... o-may con.minale lM wars.Providing an squad[wheel[bair matle d noncgnosrve mdmals and tlesignM for access idv 1Ne the orad'boor cdeaminabon antl avdtl tlamage to persorml--b- ION 2,4 pear Width i� A.-MIS,rouln omneoti.g play carp.-shatl Rovim a dear width complying v 1000.2.4. IB&2,41 IS.-Level = Al gvwtl level,Na Clea'wide of accesside rhes shall pe 60 incnes 11525 mm)minimum. EXCEPTIONS: In playareasImg. 1000square lest04.m21,the dear witlthd a Sib'Ihle nodes shall be pe bo.M Iv be44 inches1)111 mm)minimum,Xal leas:me wining space complying who 304.31s RavltlM wM1ere Ne res.ctee accesswle nark exmMs 3D leer(91x5 mmj In lenge. Tne clear width of.aesside inNes shell,¢h-olad to he 361nses(915 mmj minimum fa a dlaance d 60 incM1es(1525 mm)maximum pmvidM ulSpe reduced width cegmenls arc separdetl by a.gments Nal ere 60 roses 11525 mm),vide mwmum and 60 incM1es(1525 mm)long - wa:=SRampa 0-.40.15 Min par areas.ramps cannecbrtg grwnd level play canpwlena mtl temps emnMing deviled par wmpmeMs anon co-npY wan 1008.z.5. 1006,.5.1 Grwbn Levd SCALE: Ramp runs[orvleNng ground level play compmena shNl nave a conning slope tat s1.pa Nan 1:1 fi. DRAWN BY:NR5!AIWlMI�NY r PROJECT NO.:2022352 STATE&LOCAL CODE REQUIREMENTS FOR DOORS DOOR SCHEDULE S H E P P H I R D w ASSOCIATES A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED w ARCHITECTS+ENGINEERS w W W m p p 26560 AGOURA ROAD,SUITE 106 S.EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT ul a z 0 w Wo CALABASAS,CA 91302 LESS THAN 5 FOOT CANDLES(541UX). w a C. w L5 wQ >O !310.670.9141 wil�.s�shepae.com a W C.INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED m x U w r j a ¢ 4 LL 0 w a IN ACCORDANCE WITH THE MANUFACTURER INSTRUCTIONS AND SECTION 2702.1013.5 L5 w 2 > ¢ ¢ 2 Co 2 ❑ r r l5LL Of ¢ D.EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.1013.3 ❑ r c9 c7 2 o o z 0 p O O O O ¢ ¢ ¢ o r O O W ¢ 0 w ? O 0 O 0 ¢ ¢ LL = Do p ul w U v ❑ COMMENTS soa. E.EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL NO. LOCATION 2 ❑ 3 x m 0 ❑ ❑ ❑ PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN.IN CASE OF PRIMARY POWER LOSS. OIOB 010A BREEZEWAY FROM 010 FIRE RISER RHRA F 6'-0" B'-D" PAIR 1 314" HM A6D GALV 16 GA HM A60 GALV 16 GA CASING READY - - NO NO YES J 1013.6.3 010C 010A BREEZEWAY FROM 010C ELEC CLOSET RHRA F 8'-0" 8'-0' PAIR 1314" HM A6D GALV 76 GA HM A6D GALV 16 GA CASING READY NO NO YES J 6F PlO F.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE 146 148 CORRIDOR TO 146 MANUAL THERAPY RH SEE ID T-0" 8'-0" SINGLE 1 314" ARCHIL SEE ID - WOOD SEE ID - NO NO NO 1 rt,Q�R.s "A i OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.SEE 1010.2 FOR EXCEPTIONS. 149 148 CORRIDOR FROM 149 MECH I ELEC RHR SEE ID T-0" 8'-D" SINGLE 1 3/4" ARCHIL SEE ID WOOD SEE ID NO NO NO 1 152 148 CORRIDOR TO 152 MEN'S FITNESS RESTROOM RH SEE ID T-0" 8'.D" SINGLE 1 314" ARCHIL SEE ID WOOD SEE ID NO NO YES U� 7} G.DOOR HANDLES,LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 152A 152 MEN'S FITNESS RESTROOM TO 152A WC LH SEE ID 3'-0" B'-D" SINGLE . 1 314" ARCHIL SEE ID - WOOD SEE ID - NO NO NO FF••111 AR 1. "^ w 34"AND A MAX.48"ABOVE THE FINISHED FLOOR 153 148 CORRIDOR TO 153 WOMEN'S FITNESS RESTROOM LH SEE ID T-0" B'-0" SINGLE 1314" ARCHIL SEE ID WOOD SEEtlD - - NO NO YES : H.THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 153A 153 WOMEN'S FITNESS RESTROOM TO 153A WC RH SEE ID 2'-0" B'-D" SINGLE 1 314" ARCHIL SEE ID WOOD SEE - = NO NO NO �JEREO PRG�S- 153B 153 WOMEN'S FITNESS RESTROOM TO 153B ACCESSIBLE RESTROOM RH SEE ID T-0' 8'-D" SINGLE 1 314" ARCHIL SEEM WOOD SEENO NO NO ITEM BEEN B—TE-11—SNED I.ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.2. 155 150 RECEPTION FROM 155 YOUTH LHR SEE ID 3'-0" 8'-0" SINGLE 1 314" ARCHIL SEEID - WOOD SEE - - - NO NO NO seAu:O av wuuua xsxEFrxIRCHL ICA 156 EXTERIOR FROM 156 CHECK-IN RHRA 2-PNL 6'-0" 8'-0" PAIR 1 2114" ALUM CLAD CLAD WOOD I WOOD - CLAD WOOD I WOOD PER - - IGU NO NO YES D E"sgiuisinva osorvxHE%TEcxJ.THE MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL 15IS 6A 156 CHECK-IN TO 155 YOUTH LH •SEE 10 3'-0" B'-D" SINGLE 1 314" ARCHIL SEE ID WOOD SEE - - NO NO YE5 aPlE EKED SI ANDconsmEREC sarveo Ano TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 157 155 YOUTH TO 757 UNISEX RESTROOM LH SEE 10 3'-0" B'-0" SINGLE 1 314" ARCHIL SEE ID WOOD SEE - - NO NO VES DoE nCrNe%xATBBE rnus*ae vexlFleo K.THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE EiEiTn `dn�.a 6v AT THE WALKING SURFACE vmn 85eppNN ON:c_ve. E.enlLs®eligraacom, L.THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE William R SneppMtl o-BnapOrera PROVIDED BY THE PREMISES ELECTRICAL SUPPLY.IN THE EVENT OF POWER SUPPLY ww cN.wnm FAILURE,AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: HARDWARE SCHEDULE -OaeBGD,.5.E3 3az6.2aoraa I.AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE Q HARDWARE NOTES TWO OR MORE MEANS OF EGRESS Y ul U W 2 1.FULLMORTISE,5KNUCKLE,STANDAROWEIGHT,13ALLBEARING.14ON- II.CORRIDORS,EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO w ❑ RISING PIN HAVE TWO OR MORE EXITS: a p o r Q 5 r = U 2.FULL MORTISE,5KNUCKLE.HEAW WEIGHT.—BEARING,NON- III.EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL x r GG i z w RISING PIN EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE z 0 ul w GG 30 :0 ED CYLINDRICAL 1111"I'll LEVER TRIM EXITS. Of z m o m w a a m ❑ a O Y q.BORED CYLINDRICPI LOCK WITH PUSH BUTTON LEVER TRW IV.INTERIOR EXIT DISCHARGE ELEMENTS,AS PERMITTED IN SECTION 1028.1,IN BUILDINGS 0 p w GG m 1n d 2 2 L) 2 5.SELF-LATCHING FLUSH BOLTS INSTALLEDINTOP OF INACTIVE LEAF Df REQUIRED TO HAVE TWO OR MORE EXITS. 0 111 LL G. Q w UN rc 2 r r ❑ r r w LL 0 OU ¢ n ~ O O z o 0 ¢ o. ¢ 0' 0 V.EXTERIOR LANDINGS,AS REQUIRED BY SECTION 101 D.1.5,FOR EXIT DISCHARGE d m 3 Y w U U ¢ 0 o a o w o 3 o DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. , W W U W d W_ 7 W W 2 2 4 U O O O K Q ¢ Z_ Z r 0 2 O Z < LN! EC R N = J C'J Z U' _ Z 2 W p O S1 z z Q U U 0 Z z K U m ¢ ul 2 ¢ > 0 0 w w = w w w ¢ w GG N N F j U .0. U 0 2 H = w Y s m I r Y Y x W W W 2 2 Ul N x = ¢ r r U U O O O U U = ¢ ¢ ¢ U G. m m O O 4 'r W W O 0 O Q 1 r 0 o C5 ¢ Of W _ IN P1 14 O <0 1G b IO ID ,O �O IG to N N Gj 16 N ? COMMENTS Beach NO. LOCATION ¢ ¢ ¢ a a ¢ a < a a a < ¢ ¢ 010B IOIOA BREEZEWAY FROM 010 FIRE RISER PAIR 8 NOTE 1 F86 NOTE 3 NOTE 5 010C '010A BREEZEWAY FROM D10C ELEC CLOSET PAIR 8 NOTE 1 F86 _NOTE 3NOTE 5 146 148 CORRIDOR TO 146 MANUAL THERAPY SINGLE 4 NOTE1 F84 NOTE AllanticBeach Country Cluh SI - 149 148 CORRIDOR FROM 149 MECH I ELEC NGLE 4 NOTE 1 F86 "NOTE 3 I Phase 1 152 14B CORRIDORTO 152 MEN'S FITNESS SINGLE 4 NOTE 1 F84 'NOTE 3 - RESTROOM Construction Documents 152A 152 MEN'S FITNESS RESTROOM TO 152A WC SINGLE 4 NOTE 1 F88 NOTE 4 160D Selva Manna Drive 153 148 CORRIDOR TO 153 WOMEN'S FITNESS SINGLE 4 NOTE 1 F84 NOTE 3 - Atlantic Beach,FL 32233 RESTROOM 153A '153 WOMEN'S FITNESS RESTROOM TO 153A SINGLE 4 NOTE 1 F88 NOTE4 - REVISION WC I NO. DATE DESCRIPTION 1538 153 WOMEN'S FITNESS RESTROOM TO 153B SINGLE 4 NOTE 1 F88 NOTE 4 - t tz-Cz-zz sp PRICING ACCESSIBLE RESTROOM 2 3 BDPGO 155 150 RECEPTION FROM 155 YOUTH SINGLE 4 NOTE11 F. NOTE31 - 3 33623 PER90%Mff 4 12123-PERMR SET 156 EXTERIOR FROM 156 CHECK-INPAIR 8 NOTE 2 NOTE 6 156A 156 CHECK-IN TO 155 YOUTH SINGLE 4 NOTE 1. F84 NOTE 3' 157 1155 YOUTH TO 157 UNISEX RESTROOM SINGLE 4 NOTE11 F88 INOTE41 DOOR ELEVATIONS WINDOW SCHEDULE GO W z J Z i0 10 w U C7 N l^ A0.30 A0.30 QZ W yr w^J 2 0 L5 H J U, 3 ______ NO. O x w c7 0 w 1 COMMENTS Z 375 FIXED 2'-3" 2'-3" 6'-8314" WOOD MONO3116' VES NO BORROWED LITE.SEE IDtz 378 FIXED 2'-3" 2'-3" 6'-8314" WOOD MONO 3116' NO NO I BORROWED LITE.SEE ID LL 379 - FIXED 2'-3" 2'-3" 6'-8314" WOOD MONO i3116"I NO I NO!BORROWED LITE.SEE ID I I w AB'30 W U O w 2 mU Z U) E ❑ J w Uw Z� Q Z 12 t2 T A0.30 A0.30 / I C0 Q D J 0-A0.20 SCALE:1—uo- DRAWNBY:WRSIMWfMJ;NY PROJECT NO.2022-352 FOR INTERIOR DOORS SEE ID ID ASS 0 C IIA T ES ARCHITECTS+ENGINEERS FIBER CEMENT SIDING 26560 AGOURA ROAD.SUITE 105 A FADHESIVE TAPE LASHING B NAIL FINK METAL CALABASAR.CA 91302 ISI cwB b 310.670.9744 wills@shepae c0m FIBER CEMENT SIDING FIBER CEMENT SIDING tfAMINIMUM GAP,00 NOT SEAL vws s FIBER CEMENT SIDING ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL FLASHING&NAIL FIN FLASHING&NAIL FIN SHINGLE METAL FL45HING s.Mw�R�s.Exra¢ws GWB FLASHING&NAIL FIN GM —MINIMUM GAP.DO NOT SEAL G,NB 111-MINIMUM GAP,DO NOT SEAL )14°MINIMUM GAP.DO NOT SEAL =' :=gJ- /hl 11 WOOD NERD TRIM INTERIOR TRIM ID)� t}' -�� SHINGLE METAL FLASHING SHINGLE METAL FLASHING SHINGLE METAL FLASHING 4 l ADHESIVE TAPE OVER METAL LI FI Dq/ FLASHING&NAIL FIN 1 X R a 1. __ _4 —_—- -—-— 1 WOOD HEAD TRIM WOOD HEAD TRIM '+• '],I f WINDOW lAETAL FLASHING I` INTERIOR TRIM(SEE IO) {/ WOOD HEADTRIM F if 1�T r' ADHESIVE TAPE OVER METAL / ,. ADHESIVE TAPE OVER METAL WINDOW JAMB �gRt2 -- - I ADHESIVE TAPE OVER METAL LL FLASHING FIN // N, l FLASHING&NNL FIN JAMB FPAME(BEYOND) WINDOW UNIT(SEE SCHEDULE) C�\IR-m�+/ty�' FLASHING&NAILFIN X, =T ■ 4 OT rERED AARCW� —e---—-—-_-_ —- -—-WINDOW METAL FLASHING —-—-—-—- -—-WINDOW METAL FLASHING -WINDOW METAL FLASHING THIS TEM IAS S—E—TRONIMLY S-ED WINDOW JAMB IDA D, INTERIOR TRIM SI G,=RC PRHMEDNCO R SE"RE ED ANO ty') BN ANY—C11 ECiNOML—1.E MUBT BE VERIF- JAMBFRAME(BEYOND) DOOR(SEE SCHEDULE) I I p(IIDh wed by DOOR(BEE SCHEDULE) DOOR(SEE SCHEDULE) WRsnR BneppnlN DOOR(SEE SCHEDULE) William R Slpphtd 0.6nl.p�plie ee.rnm. ggaoaW,CN=W11- R si,"o N -DMP;2Be&.03.23 INTERIOR — EXTERIOR INTERIOR V I EXTERIORI E - ��• INTERIOR %TERIOR I IMERIOR EXTERIOR DOER TYPE S 6 7 DOOR TYHEAD 4 DOOR TYHEAD TYPE A2-HEAD INCHES 3._1.0. 3._1._0. G IL. COMPOSITE WOOD SHEATHING 1 FIBER CEMENT SIDING COMPOSITE WOODSHEATHING FIBER CEMENT SIDING FIBER CEMENT SIDING COMPOSITE WOOD SHEATHING FIBER CEMENT SIDING COMPOSITE WOOD SHEATHINGSELF ADHESIVE MEMBRANE GWB SELF ADHESIVE MEMBRANE SEALANT GWB SEALANT GNB SEALANT GWB i SEALANT -� PSWi(PLA3TlC SIMULATED WOOD TRIM( eachP—PLASTIC SIMULATED f PSWT(PLASTIC SIMULATED E W000 TRIM PSWT(PLASTIC SIMULATED W OOD TRIM) IAREpgpR TRIM(SEE ID) ADHESIVE TPPE OVER METAL 1 I WOOD TRIM) LASHING&NAIL FIN INTERIOR TRIM(SEE ID) ADHESIVETPPEOVERMETAL —-—-—-—- ---—-- FLASHING 8 NAIL FIN ____ $I— - -—-—- _ _ —-—-—-- —- - DOORFRAME FILLET SEALANT BETWEEN SAM FLASHING WRAPTO Atlantic Beach Country Club - SEALANT DOORFRAME _- FILLETSEALANTBETWEEN SE LFADHESIVEMEMBRANE WSIDEFACE OFSTU. Phase SELF ADHESIVE MEMBRANE 1 BDOOR FRAME B DOORFRAME Construction Documents 1600 Selva Marina Drive 1 Atlantic Beach,FL 32233 DOOR IS.SCHEDULE) DOOR(SEE SCHEDULE 1 REVISION NO. DATE DESCRIPTION t ) •12T2 SD PRICING 2 1 2-tb23 1OD PRICING 3 1—23 SO%GD 52323 P-IT SET tI fI INTERIOR EXTERIOR INTERIOR EIRERIOR INTERIOR � EXTERIOR INTERIOR LL" EXTERIOR t 1 1 DOOR TYPE D-JAMB8 DOOR TYPE C-JAMB 5 DOOR TYPE B-JAMB 2 TYPE A-JAMB SCALE: 00 )® SCALE: oO t® SCALE: O t 2 4 INCHES a SCALE: 0 + �• G.L. I l'� INTERIOR I EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR V//I// 1 I J Q I I ~ w WOOOJAMBTRIM(BE-11c) I WOOOJAMBTRIM(BEYONDI WO 1-13TRMIBEYONDI PSWTJAMBTRIM(BEYONDI O CLAD WOOD DOOR (BOTTOM RAIL) Z E DOOR SWEEP OR SIMILAR DOOR SWEEP OR SIMILAR 251LL PAN 'T PEMKOHALF-SADDLE W THRESHOLD PE-OHALF-S DLE INTERIOR FLOORING BEALED CONCRETE SEALED CONCRETE THRESHOLD u BACKFILL SILL OVER HAND FLOORING TILE FLOORING aWITH DRYPACK GROUT O EXTERIOR TOPPING SLAB EXTERIOR TOPPING SLAB L O iJ P Q R — 0-A0.30 m 2 DOOR TYPE D-SILL 9 DOOR TYPE C-SILL 6 DOOR TYPE B-SILL 3 TYPE Az SILL B SCALE: D t® SCALE: SCALE: `1 2 INCHES B SCALE' Y:WR T_==.r r SCALE: � DRAMBY:WITS:M'NIMJfNY i 3"=1'-0'• = 3"=1'-0" PROJECT N0:2022-352 3'=1'D" 3"=i'-0" FOR INTERIOR DOORS SEE ID SHEPPHIRD ASSOCIATES ARCHITECTS t ENGINEERS 26569 AGOURA ROAD,SUITE 105 �. CALABASAS,CA 91392 )310.670.9144 wills@AhBp-'awe DNR FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT SHINGLE ti FIBER CEMENT SIDING PDHESIVETAPE OVER METAL FIBER CEMENT SIDING s wacaR�a•�xrn�as ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL FLASHING B NAIL FIN FLASHING B NAIL FIN AOHESIJE TAPE OVER METAL FLASHING a MALL FIN ..cerwrmcvts FLASHING 6 NAIL FIN MINIMUM GAP,DO NOT SEAL 114"MINIMUM GAP.00 NOT SEH RFP ,/4•MINIMUM GAP,DO NOT SEAL GWB _ 1/4"MINIMUM GAP.DO NOT REAL SHINGLE META-FLASHING SHINGLE METAL FLASHING -�$ COILING DOOR RAILS SHINGLE METAL FLASHING F. O-r F[O� fr SHINGLE METPt FLASHING `1l[I WOOD HEAD TRIMWOOD HEAD TRIM 1/ COILING DOOR WOOD HEAD TRIM r' �{ INTERIOR TRIM(SEE IDI 1 �\ WOOD HEAD TRIM(SEE 10) Aq 1�P2'31TA ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL �; , FISHING a NAIL FIN A. - FLASHINGS NAIL FIN -' FLASHING SNAIL FIN FLAHESSH)GTAPE OVER METAL _O el �rFREp pKGQ• —-—-—-—- IF. . WINDOW METAL FLASHING —-—- - - -— --_ -— FLASHING SNAIL FIN- E T" WINDOW METAL FLASHING -vL-- - WINDOW METAL FLASHING T WINOOWMETALFLASXING I ANDIFALISMRY H/50EENELELT'%N ANEHFLLIER—nFOA f WINDOW JAMB COILING DOOR HOUSING LICENSE A B.-U�NMSDiRRALID BOX EKED SIGNED AND SOEN.EDE IDTHE SIGN T RE MIST BE VERIFIED I I N Arvr L c E r I OOOR(SEE SCHEDULE) DOOR ISEE SCHEDULE) JAMB FRAME(BEYOND) TRANSOMISEESCXEOULEI D �aapIp�R�XI 1 I WBBfin PSN ppNrU I DNS. William R S N.pplhH E=nW= aemm. AgooaOA CN.Wlliam R SNBRP. I N�V/'D02 w2 3 INTERIOR _ '- -_ - EXTERIOR INTERIOR _I EXTERIOR INTERIOR L EXTERIOq INTERIOR L EXTERIOR O DOOR TYHEAD 7 DOOR TYPE� IHEAD 4 DOOR TY®HEAD 1 DOOR TYHEAD 3'=V-0" 3"=1'-0' 3" I COMPOSITE WOOD SHEATHINGCOMPOSITE WOOp SHEATHING FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT BIDING -FIBER CEMENT SIDING SELF ADHESIVE MEMBRANE SELF ADHESIVE MEMBRANE ' SEALANT RFP SEALANT GWB SE—T SELF ADHESIVE MEMBRANE FLASHING Atlantic h 1,Y PSWTIFLASTICSIMULATED PSWT(PLASTIC SIMULATED WOOD TRIM(SEE ID)WOODTRW) WOODTRIM) OVERHEAD COILING DOOR E eac INTERIORTRIM(SEE ID) y GUIDE RAIL ASSEMBLY TRIM(SEE ID) 1 L ADHES IF TAPE R METAL FLASHING_NAIL FILA -------- _ _—_—_—__ __—_—_—_— _-- � — Atlantic Beach Country Club DOORFRAME FILLET SEALANT BETWEEN DOORFRAME SE LF ADHESIVE MEMBRANE SELF ADHESIVE BETWEEN SEALANT SEALANT SELF ADHESIVE MEMBRANE Phase 1 &DOOR FRAME X DOOR FRAME Construction Documents WINDOW JAMB ASSEMBLY PAINTEDMETALJAMBTRIM 16005eIvaMarinaDrive WITH WEATHERSTRIPPING Atlantic Beach,FL 32233 1 I DOOR(SEE SCHEDULE) I DOOR(SEE SCHEDULE) I REVISION NO. GATE DESCRIPTIDN 1 1241 SOPRIGING 2 110.23 -PRICING 3 330.23 52323 PER MFFR SET I I I I I I I I _ I INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR I EXTERIOR I I 1 DOOR TYPENO.O.FS JAMB 8 DOOR TYPEINGs JAMB cJ DOOR TYPEINF s JAMB 2 DOOR TYPEINEES JAMB 3"_1,0" 3"=1.0" 3„_1,0" 3._1,0„ G.L. I '4-L 1 I INTERIOR EXTERIOR VJ INTERIOR EXTERIOR INTERIOR EXTBBHP. _ J w I I PSWTJAMB TRIM(BEYOND) WOOD JAMB TRIM(BEYOND) WOOp JAMB TRIM(BEYOND) I O CIAD WOOD DOOR — (BOTTOM RAIL) 14i I Z DOOR SWEEP OR SIMILAR i -DOORSWEEPORSRAILAR —ILLPAN I 06 INTERIOR FLOORING I N PEMNO HALF-SADDLE PEMXO HALF-SADDLE I LL SEALED CONCRETE THRESHOLD SEALED CONCRETE THRESHOLD ^ FLOORING FLOORING ( O I EMERIOR TOPPING SLAB I EXIERIORTOPPiNGOLAB 6 O sy I - g0R X Iv.d aDOOR TYPE H-SILL DOOR TYPE G-SILL �n wrW O-AO=31 12SCALE `, 2 w_HTs a SCALE INCHES (6 DOOR TYPE CH-SILL 3 DOOR TYPE E-SILL SANE:3•=,.D >! -�'>_ ® \J SCALE: D 1 2 INCHES B SCALE: 0 1 2 CXEB 0 c 2 PROJECT NO.:2022-35(MJ I NY 3"_V-13", 3"=1._0. FOR INTERIOR DOORS SEE ID 5 H E P P H I R D ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE 106 lT� CALABASAS,CA 91302 1 j 310.670.9144 will.s@sheµaw.mm FIBER CEMENT SIDING 1 FIRER CEMENT SIDING FIBER CEMENT SIDING rtxoVrm eRce ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER META ADHEBIVE TAPE OVER METAL s.M.,necrs.exlraas FLASHING 8 NAIL FINGWB FLASHING 8 NAIL FIN FLASHING 8 NAL FIN GWB —MINIMUM GAP,DG NOT SEAL GWB 11A•Ml—GAP,00 NOT S— MINIMUM GAP,DO NOT SEAL r SHINGLE METAL FLASHING -` f O- F80 SHINGLE METAL FLASHING SHINGLE METAL FLASHING �I �, R; F9 I INTERIORTRIM(SEE ID) WOOD HEAD TRIM INTERIOR TRINI ID) WOOD HEAD TRIM INTERIDRTRIM(SEE ID) WOOD HEAD TRIM /// AH 1 I ADHESIVE TAPE OVER METAL POHESIVE TAPE OVER METAL ( FLASHINGBNAL FIN FLASHING B NAL FIN FL45HINGSNNLRNN cT'FR fD PRG Ell_ ___ _—_— --—_—__ __ �3 __ — W INDOLY METAL FLASHING WINDOW METAL FLASHING WINDOW METAL FLASHING s REN NASBEENIAM F. EIGALLY.F-1 WINDOW JAMS WINDOW JAMB WINDOW JAMB LOA MIST BE VEPIRED I ON AHY —EDINDTHESIG GOv ES. JAMB FRAME BE—)�+T WINDOW UNIT(SEE SCHEDULE) JAMB FRAME(BEYOND) I WINDOW UNR(SEE SCHEDULE) JAMB FRAME(BEYOND) WINDOW UNIT(SEE SCHEDULE] DI sp, BY Ewill.a®ehepae.cwn. William R 5.Mhad 0.Sneppnne I A9aooalgw cN.will— I R GM1ep{Ntl Oale�2+BPO.29 ]62PSSAT00' I I INTERIOR EIRERIOR INTERIOR I E%TERIOR INTERIOR EXTERIOR 7 WINDOW TYPE W3-HEAD HES 8 4 WINDOW TYPE W2-HEAD WINDOW TYPE W1- HEAD G.L. G.L. G.L. I FIBER CEMENT SIDING FIBER GEMENT SIDING FIBER CEMENT SIDING GWB SEALANT GWB SEALANT - GWB SEALANT WOOD TRIM(SEE ID) W ODDTRIM(SEE ID) Beach WOOG 1RIM(SEE ID) INTERIOR TRIM(SEE IDI K INTERIOR TRIM ISEE IDI ADHESNJE TAPE OVER METAL INTERIOR TRIM(SEE IO) -ASHIADHESIVE TAPE OVER METAL FLASHING&NAL FIN , ADHESIVE TAPE OVER METAL _ _ _ FIASHINGfl NAL FIN n n - _ —_—_—_ \ I _ _ FLASHING a NAIL FIN _ Atlantic Beach Country Club .—TAIJT SEALANT SEALANT Phase 1 WINDOW JAMB ASSEMBLY WMDOW JAMB ASSEMBLY Construction Documents WINDOW JAMB ASSEMBLY 1600 Sell Manna Drive 1 1 Atlantic Beach,FL 32233 REVISION SILL BELOW I —BELOW NO. DATE DE-17111 1 12-02-22 SO REC.. I 2 2-1023•DD PRICING WINDOW UNIT(SEE SCHEDULE) 3 33023•90''.ED WIND0IY UNR(SEE SCHEDULE) 52123 PERMIT SET I INTERIOR ERTERIOR - INTERIOR , EJITERIOR INTERIOR EIITERIOR I I I l $ WINDOW 3-JAMB rJ WINDOWS 2-JAMB 2 WINDOLE: W 1-JAMB 3"=1'-1" 3'=V-0' 3"=1'-0" INTERIOR EJRERIOR INTERIOR EJRlRIOR INTERIOR —E... W J_ WINDOW UNR(SEE SCHEDULE) WINDOW UNIT(SEE SCHEDULE) Q WINDOW UNIT(GEE GCHEOULE) I `I W WRB wR0 �—WRB ` O SEALANT WITH BACKER ROD SEALANT WITH BACKER ROD , SEALANT WITH BACKER ROD Z INTERIOR TRIM(SEE IDI f':' INTERIOR TRIM(SEE IDI INTERIOR TRIM(SEE 10) WOOD TRIM(SEE;D) WOOD TRIM(GEE IDI WOOD TRIM(SEE ID) W 5 GWB GWB GWR O O FIBER CEMENT SHINGLES Q U FIBER CEMENT SHINGLES FIBER CEMENT SHINGLES S 0-A0.32 g WINDOW TYPE W3- SILL 6 WINDOW TYPE W2-SILL 3 WINDOW TYPE W1-SILL DRAWN BY 1WR61MW,'MJ,'NY - ® PROJECT NO.:2022352 SHEPPHIRD Y BUILDING SKIRT '` PAINTED WOOD PRESSURE CAP ASSOCIATES SKIRT ARCHITECTS+ENGINEERS 3- 26560 AGOURA ROAD,SUITE 106 2112^ t• 1. CALABASAS,OA 91302 IB TAG SCREWS D BEAM 310.670.9144 wBl.s@shep-aesom TRUSSES I A0.33 wn ` ICONNECTION - s.w-am�s e�ivn¢aa —BLOCKING —T PAINTED STEEL WITH C STD HOLES ` —i6G CEILING I - S.S.•L'BRACKET V 4',1/4• I 12)—S.S.M.B. _� SLOTTED THROUGH TOP OF I RUNNERI SECURED WRH BOLT `I +� E OF F2O7 tl2•S.S.IA.B. 1 I STIFFENER \ / III 1 CLOSURE BOARD PAINTED STEEL _�" I PAINTED STEEL r gg L J SUPPORTS IFFENER SYSTEM MUL ONAR1 P� WITH 55\ SYSTEM HEAD MULLION 1D ' 1B SYSTEM LOUVER S?EgED NRG� SLOTTEDINTO VERI VERTICAICAL MULLION ANO SEAIED BY W7L 12 FmsIOi 1--LFO FLogODA I GNIT AEPRINTEDC°PE6o-oa`,AL PRESSURE CAP DMUM LOUVER RUNNER AT FLOOR 1D ANY sLe m COPIES /l I PAINTED STEEL I g�°ppnne�. A0.33 SUPPORT STIFFENER WAlIa+0PS6 PPKir4 WITH STD HOLES I SYSTEM I DN:C=VB: I (BABE SUPPORTED) GLOTTEO INTO Erv411 s( epae.[om, t VERTICAL MVLLION William RSnepphlyd O-SM1elglm0 1215.5.M.B. ' ; I I I SYSTEM BASE MULLION PROVIDE TIGHT FR A9oCN=William • WITH GASKET Dau PyYa.06.23 ALLOW GAP I 118:2624U/'00' FOR DRAINAGE I I I FOR D—P BE AS LOUVER SP MUST @� FOR DRAINAGE BE ABLE TO SPAN BE TWEEN SUP S WRH SELF-WEIGHT �_�� PLANK FINISH FLO.OII PAINTED STEEL DEFLECTION LIMITED CONNELTIONT EXTERIOR INTERIOR TO LI1000 .. WITH BTO HOLES S.S.-I'BRACKET 6'x4',114' y® -� ( O O I2)S.,MH. (� SLOTTEDTHROUGHBOTTOMOF p ,C __ — 1 1 V RUNNER 85ECURED WITH BOLT ®® FILL POCKET —11 NONSHRINK GROUT S.S.EXPANSION BOLTS SLOPED FLOOR BLOCKING 6 TO RECESSED SLAB EDGE SLOPED FLOOR LOUVER WALL DETAILS p 1A I SCALE: B 1 2® LOUVER PANEL DETAILS ®� A 3 SCALE: 0 1® A0.33 A0.33 I ` I + Atlantic Beach cegrit'y Club- _+ � 2C 4B 26 G Atlantic Beach Country Club Phase 1 VARIES Construction Documents 3R PER PLAN 16DO Selva Manna Drive 4A TRUSS ` A033 r-bur E.G. EDUAL EDuu r-6 ur Atlantic Beach,FL 32233 A0.33 BLocKlrvc REVISION /" \ _ NO. DATE DESCRIPTION 12-02-22 SDFRICING 2 2.13-23_— ING TbG CEILING I 3 33623 13 9PERMIT E.S.'L^6RACKET6-x4•,W/ LOTTEDTHROUGH I I 29 I 4 S]}23 PERMIT BET TOP OF RUNNER S SECURED WITH SCREWS SEE ID FOR LOUVER I PATTERN SPECIFICATIONS II I I I I I I I I I PREFABRICATED NON-FERROUS I LOUVER WALL SYSTEM I PROVIDE SHOP DRAWINGSFOR ARCHITECTS REVIEW PRIOR TO I FABRICATION I I I I I rl I I 4B I I I BUILDING COLUMN 80.33 I I I I I I I I I � I I I I I U) I I I I J I 1 I I I I I I I 2C LLJ I I A0.33 0 � I O I � c 3A I m I I I A033 I I I I I I J I I I FINIS HED FLOOR PLANKS l I I I I I I I n -SLOPED FLOOR BELOW I I I D I I I o u 8 I I I � —T- 4AT T_ 4A I 0-A0.33 A LOUVER PANEL 2A 2 LOUVER—yW�ALL� SCALE:ASMwe4 SCALE: B 6 12 INCHES 24 r-J�JL3�� DRAWNBY:WRSIMWIMJINY SCALE: B 3 6 1z PJCHBs 3 z4 PROJECT NO:2022-352 1"=1 0" 1"-1•-O. SHID INTERIOR EXTERIOR A S S O C IIA T ES ARCHITECTS-,ENGINEERS PlanC) INTERIOR I 26560 ASOU A ROAD,,SUITE 106 WAIL CENTERLINE 1302 g 310.670.9144 wills@shape "- Q 2 SOFFIT BUILT PER PIANS L A 11 ___ —- D s - - ' u'tD E ` ? COLUMN BASE ll O r�'`�` IIII L O O w SHADE HOUSING ABOVE { t f SHADE HOUSING O - } -_________ _ �f� • r:a.� µ a 4 2 O WALL CENTERLNE 1 EO EO J A�fl 1 P* I k <3 —————— — 9na�-3w•—- _ — I HEMa.ra O SHADE ❑ ,0 FRE -------- oTc uloA 211/16 SHADE CABLE FLOOR MOUNT J GUIDE CABLE WZ CABLE 6µCpnNSTE h.EST OAPs o DDDV EN MENDTCDN3I _. __ _ __ __ _ 1 u EHEOSICNECANO [I O O ANN1EiEt CNICCOPI64 MVST aE VERIFIED I mpn .' O C 1314' NTRs,I�P 311eGPnIN -=1 CABLE FLOOR MOUNT ON:C=US. r OC Ewll.s eRae.mm. j - }2 I William R 5.SPplurd 0-6neppajd I Q EXPANSION BOLT (npaoakq CN.NfiILam V I R Sheppmt L!1 - �� Ds1a202T,06.23 Z� EXTERIOR T� �-.. ppyagq-W'Oo' 3} SLAB Elevation Vertical Section LL 4 SHADE SCREEN.-JAMB, BLDG 2 SHADE SCREEN-HEAD&SILL, BLDG 2 _ <W SCALE: a ,® SCALE: D ,Isr� INCHES E Dc 3"=T-O" q4 3w NOTE: �umEs uxlassmHEAw¢E SPEc,FaD - o S o N Q MTERIOR 2 EXTERIOR SUPPORTING STRUCTURE AND BLOCKING I ns I.,as Ira a�0lnraplswxnMaRRMDNFvulvNmpunwlmrnnwllcE w'Dc rssls+PRr.,w.,X:,oPFIMas O� I AS REQUIRED TO SUPPORT AND RESIST ORDERra Zd ALL LOADS ARE BY OTHERS.CONDITION a^ai pMENSRwsnc Nlra, tFIZ. rypµpoz�aum',e _ -- SHEET W 7 INTERIOR SHOWN IS OIAGRAMATIC ONLY wFu�sisiiam leoR sew,eoo.azorrre,, Ms,I�aM �mEENHNIrvwu Np �O {{{{{{ + SOFFIT BUILT PER PLANS. DA SEE L EXIXI53:EXT FLEX XL MON(M—ri-)Angled 127 End ,//C,W,Guld,N Rnular R011//O-H,Mw,tt(d)) IIII a WACENTE I 7 SHADE SCREEN GENERAL DETAIL C WA LENTERLINE - SCALE: NOTTOSCALE r COLUMN BASE I SHADE HOUSING ABOVE I 4 ulantic IIII C � SHADE HOUSING Beach Atlantic Beach Counh Club SHADE EG ED Phase 1 �IIu6• SHADE CABLE FLooR MOUNT COnStfUCflOn DOCUfn00tS CABLE [] H_MFAR 1600 SENS Manna Dnve Atlantic Beach,FL 32233 GUIDE CABLE O REVISION No DATE DESCRIPTION _ 1 12-02-22 SO PRICING 2 1,0.23 DDPRICING ]1{ 3 33623 90%CO ,^ CABLE FLOOR MOUNT 4 13 PERMITSET 11 EXPANSION BOLT EXTERIOR TILE MORTARBEO SLAB cJ SHADE SCREEN-JAMB, BLDG 3 2 SHADE SCREEN-HEAD &SILL, BLDG 3 SHADE 1� SHADE 1 2 4 INCH 5 e U) _ J INTERIOR -� Q + r r WALL CENTERLINE W SOFFIT BUILT PER PLANS, Z I SEE 210.AO.E4 W COLUMN SECTION AT TOP RAIL +1' NW LL TOP PALL U SHADE HOUSING ABOVE 1 vLu l SHADE HOUSING 0 WALL CENTERLINE Q ® SHADE I HE.. V// 1M, ____t-------- Q 211116' ,11 IN—SHCABLE FLOOR MOUNT I GUIDE CABLE W I 1V CABLE I — I H CABLE FLOOR MOUNT O EXEERIOR GRADE WOOD G I SCREW EXTERIOR TOP RAIL R 0-A0.40 6 SHADE SCREEN -JAMB, BLDG 4 3 SHADE SCREEN-HEAD &SILL, BLDG 4 SCALE. r SCALE ® SCALE: 0 10 z ODRAJ CT ND_-2022352 MJlNY P c3"=1'O" 3"=1'D" SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 106 CALABASAS,CA 91302 g 310.670.9141 X Ls@lshepae.com A uwau 2x4 W 000 STUDS 10.O.G 2x4 WOOD STUDS mmrtrN neoa 2M WOOD STUDS @IT O.C. SPACING PER STRUCTURAL aNu�LcO ExavETaa SEE ALSO ETRUCNRAL SEE ALSO STRUCTURAL GW B BOTH SIDES GWB BOTH SIDEB —BBOT—IDES f of FJO SHEATHING PER STRUCTURAL SHEATHING PER STRUCTURAL J t7 FIBERGLASS BATT INSULATION AR 1 J FIBERGLASS BATT INSULATION MINERAL WOOL BATT INSULATION AT fREp ARO SOUND WALLS WHERE OCCUR.FILL CAVITY. sseLLNy . iE iROA N —EEAK1-s.I RoF1N%'AsRVI s mpO$IdFmeNaC R oo" wmmme newmm DN:F M„ dallLa®aeaPae.rom, INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR William RSheePITRI F."V a,CN-William RS,pp.E Sktla'21R&05.29 :Ezexrvrvo• 7 WALL 1TY® 4 WALL Tye WALL 1 2 4 A01 1 SCALE: D 2 4 INCHES 3"=1'-0" 3"=P-D" uBWOOD STUDS ue WOOD STUDS — SPACING PER STRUCTURAL SPACING PER STRVCTURAL G WB BOTH SIDES GWB BOTH SIDES Atlantic Beach SHEATHING PER STRUCTURAL Atlantic Beach Country Club Phase 1 MINERPL WOOL BATT INSULATION AT Construction Documents SOUND WALLS WHERE OCCUR.FILL CAV- 1600 Selva Marina Drive Atlantic Beach,FL 32233 MINERAL WOOL BATT INSULATION AT --SOUND WALLS WH ERE OCCUR.FILL REVISION CAVITY. N0. DATE DESCRIPTION 12-0222 SO PRICING 22-1023 DD PRICING 3 330.23 90M CO n 4 52}23 PERMIT SET INTERIOR `• INTERIOR INTERIOR — INTERIOR 5WAL�L TYPE+ A11SCALE: 0 , 2 WALL TYPE A02 SCALE: 0 1e 1 2 3'=1'0' 3"=1'-0" I 2xB WOO.SNUS 2x0 WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL I7 GWB BOTH SIDES w^ FULL BRICK GWN BOTH SIDES LL J MORTAR SHEATHING PER STRUCUTRAL SHEATRUIC URAL 2•NR GAP MINERAL WOOL BATT COMPOSITE WOOD SHEATHING WALLS WHEAT SOUND .—RALWOOLBATT INSULATION AT WALLS WHERE OCCUR. SOUND WALLS WHERE OCCUR.FILL FILL CAVITY. � CAVITY. FIBERGLASS BATT INSUTATION 2.8 WOOD STUDS SPACING PER STRUCTURAL r 9 INTERIOR EXTERIOR INTERIOR ` INTERIOR INTERIOR INTERIOR 0-A0.50 WALL TYPE A22 6 WALL TYPE Al2 3 WALL TYPE A03 SCALE: ov t 0 1SCALE: 0 2 � INCHES® SCALE: c NO.:2 SCALE: B tv t 2® ORAYAJBY.WRSIMWIMJ;NY •=1._0• PROJECT NO.:2022x52 3"=1'-0' 3"=1'-0" 3 SHEPPHIRD ' ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURAROAO,SURE 106 CALABASAS•CA 91302 _ I b 31E670.9144 wills@eo-aecom LA 1000 ST105 2W WOOD STUDS SPACING PER STRUCTURAL 2x6 SPACING PER SSGTUA TRRUUCTURAL SPACING PER STRUCTURAL z.uumcrs•sxc+ut L 2.4WOOD STUD S-G PER STRUCTURAL 1 GWB F C SHINGLE PANEL GIBING GWB F.C.SHINGLE PANEL SIDING CERAMIC WALL TILEE Dr A2 D� ` CERAMIC WALL TILE 1 9 GWB SHEATHING PER STRUCTURAL CEMENTIOUS BACKING BOARD. CEMENTIOUS BACKING BOARD - '' �--YY BOTH SIDES OD RR1 COMPOSITE WOSHEATHING COMPOSITE WOOD SHEATIING MIN'ERALWODLEATTINSULATIONAT \�STF SOUND WALLS WHERE OCCUR.RLL ED AS MINERAL WOOL BATT INSULATION AT CAVITY. FIBERGLASS BATT INSULATION FIBERGLASS BATT INSULATION ".Rv SOLI ND WALLS WHERE OCCUR.FILL TH-TEI"I CAVITY. ipA ooiu ENE.PS NOT ED of�o"si�e0AAD 0 IRATEIINDTST BE YENFIEO 0,AR,ELECT=C COPT S.MB R 9M1eppM1IM Orv: E+!nII.aQElsµae.wm. INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR WLllie Ry.VpludD a CRI-William INTERIOR INTERIOR q SM1epquN Ofl$EPlHI/'p0 DAis:2N1.00 ' Q WALL TYWALL TYWALL TYPE A33 WALL TYPE A30 1® 7 ® SCALE: t z a INCHES B SCALEO , z a INCHESe 3•-1 0" 3•-1 O" 2x8 WOOD STUDS 2.6 WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL 2.6 WOOD STUD GPACING PER STRUCTURAL GWB PC.SHINGLEPANELSIDING Aulantic Beach LERAA11C WALL TILE CERAMIC WALL TILE GWB CEMENTIOUS BACKING BOARD, CEMENTIOUS BACKING BOARD Atlantic Beach Country Club II BOTH SIDES - COMPOSITE WOOD SHEATHING Phase r` MINERAL WOOL BATT INSULATION AT Construction Documents SOUND WALLS WHERE OCCUR.FILL 1600 Selva Manna Drive MINERAL WOOL BATT INSULATION AT CAVITY. FIBERGLASS BATT INSULATION Atlantic Beach,FL 32233 SOUND WALLS WHERE OCCUR,FILL CAVITY. REVISION NO. DATE DESCRIPTION r 12-02-22 ISID PRICING 2 1111 111 PRICING Ill 3 }3623 190%CD 52123 PERMIT GET INTERIOR INTERIOR INTERIOR -� EXTERIOR INTERIOR INTERIOR WALLITY® 8 WALL TYPE LE: IB02 B 2 WALLLITYPE B 3"=1'-0• 3"=1'-O" 3'=1'-O" I z.e WDDD STUDSTURA- zE STRUWOOCTURAL STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL r^ 2.a WOOD STUD w SPACING PER STRUCTURAL G'NB F.L.SHINGLE PANEL SIDING f1^ CERAMIC-TRE CERAMIC WALL TILE LL GWB E CEMENS BACKING BOARD, CEMENTIOUS BACKING BOARD BOTH SIDES J COMPOSITE WOOD SHEATHING �JQ MINERAL WOOL BATT INSULATION AT MINERAL W ODL BATT INGULATION AT SOUND WALLG WHERE OCCUR.FILL CA— SOUND WALLS WHERE OCCUR.FILL CA4'RY FIBERGLASS BATT INSULATION E C I 9 INTERIOR INTERIORE INTERIOR XTERIOR INTERIOR INTERIOR n WALL TYPE B06 WALL TYPE A32 Q:I-- 12 SCALE: 0® 9 WALL TYPE B03 3 SCALE: p , _L„EG B seas:3•=Y-a SCALE: 0 1 2 A INCHES B DRAWNBY:WRPMWIMBNY r 3"=1'-0" ® 3"=1'-0" PROJECTNO.:2022.352 3"=1'O•' SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 105 CALABASAS.CA 91302 A 310.670.9144 will.,@shep-.Kx N 2aa 2WWOODSTUDS 2,4 WOOD STUDS WOOD STUDS sAa� -f:anaxaes SPACING PER BTR D STUDSTUR4L 2a4 WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL xlivaNr SPACING PER STRUCTURAL I S R F.L.SHINGLE PANEL SIOING {7L FRP PANELING CERAMICWALL TILE CERAMIC WALL TILE CERAMIC WALL TILE 1 �1f D (O CERAh11L WALL TILE GYP.WDLL BOARD L[ CEMENTIOUS BACKING BOARD EE'CEMENTIOUS BACKING CEMENTIOUS BACKING BOARD G WB BOTH SIDES CEMENTIOUS BACKING BOARD BOARD AR1 -I COMPOSITE WOOD SHEATHING I2•P--.DOD SHEATHING. m— ^ SEE STRUCTURAL. ,'fC � MINERAL WOOL BATT NSULATION AT �tEREB pRL�.0 SOU ND WALLS WHERE OCCUR,RL "• C- �-FIBERGLASS BATT INSULATION CAVITY. oavwlwAin SH_vAnA.RK A MEB cops o"so f TM TG E_ ES'LBEV 1110) ON ANYOE ECTHWNIC COMES MU t ONpXET eO Sy WRam p�n•ppnea OH:C=V8„ E+8+n.sQ?tllepee.cwn. INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR WIIiamRST,epplird D-BM1eppgC 4wodabe.GN=Wiliam INTERIOR INTERIOR R SM1 GGMIi -OeN 2aZGo5.2] 28BB24OTW' 1 O WALLITYPE 1650E �] WALL TYPE B30 4 SCALE: TYPE 621E �I WALL TYPE 607 I SCALE. B I z® ��: 1 SCALE: E I z® 111111711 3-=1�0" 3••_1�_0�� i,_D�, 3"=1•_0" i 2x6 W D-111 2-0 STUDS 2.6 WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL l SPACING PER STRUCTURAL F.C.SHINGLE PANEL SIDING Adantic Beach CERAMIC WALLTILE CERAMIC WALLTILE CERAMIC WALL TILE GWS GEMENTIOUS BACKING BOARD CEMENTIOUS BACKING BOARD Atlantic Beach Country Club COMPOSITE WOOD SHEATHING r SHEATHING PER STRUCTURAL Phase 1 Construction Documents MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR.FILL 1600 Selva Manna Drive IiN/14.116S BATT INSVLATION CAV-. Atlantic Beach,FL 32233 REVISION NODATE DESCRIPTION 12-02-22 SDPRICING 1 . 2 1tO2 DDPRICING 3 3]623 90Y CD r, 0 52323 PERMU BET INTERIOR EXTERIOR INTERIOR "y INTERIOR INTERIOR INTERIOR WATYWALL TYPE WALLTYPE SCALE: 0I® I® J V ` tae WOOD STUDS 2.6 WOOD STUDS UDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL 2xa WOOD ST SPACING PER STRUCTURAL `�aa--a� VJ w/� -F.C.SHINGLE PANEL SIDING LL CERAMIC WALL TILE CERAMIC WALL TILE CERAMIC WALL IOUTILE } GWB GWS CEMENTIOUSBACKING J BOARD C-ENTBACKING BOARD CELIENTIOUS BACKING BOARD COMPOSITE WOOD SHEATHING PER SHEATHING PER STRUCTURAL Q SHEATHING STRUCTURAL BOTH SIDES MINERAL WOOL BATT INSULATION AT MINERAL WOOL BATTINSULATIONAT SOUND WALLS WHERE OCCUR.FILL SOUND WALLS WHERE OCCUR FILL FIBERGLASS BATT CAVITY. CAVffY. INSULATION F INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR B _ 1 0-A0.52 12 WALL TYPE B52 6 WALL TYPE B�y2E3 3 WALL TYPE B20 SCALE:T=TR SCALE: 0 1 z� SCALE: 0 1`-�--��e SCALE: 0 1® ORAWNBY:NRS'MWi MJl NY J52 3•=T-0= PROJECT NO.:2022 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CAIABASAS,CA 91302 8 310.670.9144 w11.s�shePae.Lum 2,6 r Ixa WOOD STUDS 2a4 WOOD STUDS SPACING PER STRDU RIRALS xx.ralens a ¢m. f SPACING PER STRUCTURAL SPACING PER STRUCTURAL FRP PANELING r GWB FULL BRICK FRP PANELING BOTH SIDES FRP PMIELING MDO PANELING BOTH SIDES �'A lk W STRU�TUPER ,JX t GWB BOTH St0E5 GWB BOTH SIDES T AIR GAP CONI-91E WOOD SHEATHING —MINERPI WOOL BATT INSULATION AT 5 UNDLWOOL HERE SOLATION AT SrERFO hp,OH; SOUND WALLS WHERE OCCUR FILL SOUND WPLLS WHERE OCCUR FILL FIBERGLASS GATT INSULATION CAVITY. CAVRV. Y BIGBED BE..G El + 2ra WOOD STUDS LIP BTA-W INN Ao�FBLµTOA SPACING PER BTRUCTURAL ON EDFUfCiHE llCCOPNOT NSiSEUST BIGN-RE PP N DN:G=VR„ I, \ Ewnn.spMapae.com, INTERIORI EATERIOR III INTERIOR INTERIOR INTERIOR INTERIOR William REtelepplibO D.SnegarnB gNodaW, 3N 20 C Y& N=Wlllam R 2B. GaN.'d005.23 JB;�$I.9T00' WALL TYPE C22 7 WALL,TY® WALL TYPE C01 WALL TYPE B53 10SCALE: o INCHES B �} SCALE o 1 2 4 INCHES d SCALE D +® ® 3.,_1.0. 3„_1.0• 3.=1' ' I &BWOODSTUDS I 2n8'lO�S STUDS 2n10 WOOD STu05 SPACING PER STRUCNRAL SPACING PER SNiUCTURAL SPACING PER STRUCTURAL FRP PANELING Adandc Beach FRP PANELING BOTH SIDES CERAMIC WALLTILE GWB Gv1B BOTH SIDES OWE BOTH SIDES CEMENTIOUS BACKING BOARD Atlantic Beach Country Club_ Phase 1 MINERAL WOOL BATT INSULATION AT Construction Documents MINERAL WOOL BATT INSULATION AT NINEPAL WDOL BATT INSULATION AT SOUND WAILS WHERE OCCUR.FILL 1600 Salva Marina Drive SOUND WALLS WHERE OCCUR.FILL SOUND WALLS WHERE OCCUR.FILL CAVITY. cgvlrv. CAVITY. Atlantic Beach, L 1232 REVISION I. N0. DATE DESCRIPTION 1 12-02-22 SO PRICING i'. 2 2-10.23 DO PRICING ] 3-30-n 90%CD 4 52523 PERMR SET II INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR I IS WALL TY WALLTYWALL TYPE 6 B J : 01® 211 WOOD STUDS SPACING PER STRUCTURAL `^ W FRP PANELING r GWB BOTH SIDES J J MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR FILL CAVITY. � I I I INTERIOR INTERIOR 3 0-AO.53 6 WALL TYPE CO3 SCALE: SCALE: D 1 z 4 INCHES B DRAWNBY'.WRSiMWIMJINY ® PROJECT NO.:2022-352 Y=V-0” SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26500 AGOURA ROAD,SUITE 106 1112'— CALABASAS,CA 91302 EXP.INT.PER STROC 8 31(1.670.91" w,I1.,&hep-aexom n n �Y 2A WOOD STUDS IS'O.C. 2xB W000 STUDS RESILIANT CHANNEL MOUNTED - �MGN- 2X8 ALSO STRUCTURAL SPACING PER STRUCTURAL. TO STUDS ON ISOLATION PADS 2X8 WOOD STUD GWB r2 G WB x2 SPACING PER STRUCT F.C.SHINGLE PANEL SIDING I Oi rJ � SHEATHING PER STRUCT 1 SE q. 'Oqo PLYWOOD SHEATHING MNERAL WOOL BATT GWB NO INTERIOR FINISH INSULATION AT SOUNDWALLS WHERE OCCUR.FILL CAVI TY. T} j ART COMPOSITE WOOD SHEATHING FRP.SEE ID -STING CONSTRUCTION �iiR�O pR I DOCUMENTGIN TMRE R NTE ARETHE SIGNATOT URE ss ARIFID DEAL IE.—eONIG a�Ies uusT eF veRlReo ON: ca i�-ned ey IMIAamR 9neppNN DN,C=U8 £.wnll.e�Nepae.com, INTERIOR ERTERIOR INTERIOR INTERIOR William R SnappMrd I hM1�ON=WIIIam R SIiePMRtl DW:1@305.23 SN;2.2+-j Ir �0 WALL IT 7 WA: D 1TYp® WA: 0 1 YPE C302 3"=1'-0" 0-1.-0. 2r4 WOOD STUDS SPACING PER STRUCTURAL GWB BOTH SIDES Atlantic Beach CDunt_ Club Phase 1 Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 1 12-02-21 SO PRICING 2 2-10.23 DD PRICING 3 }3D23 901.CD 4 52323 PERMIT SET V 2 WALL TYPE C31 SCALE: D 1� 3°=1'-0" 2x4 WOW STUDS SPACING PER STRUCTURAL rr^^ vJ W GWS •• MDC PANELING J IS - � 1 Pueuc SIDE 8 0-A0.54 3 WALL TYPE C32 SCALE:-1- SCALE: ® DRAWNBY.WRS!MWl MJi NY 3"=V-10" PROJECT NO.:2022-352 a SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 108 CALABASAS,CA 91302 FIBER CEMENT SHINGLE PANEL SIDING 8 310.fi70.91ad wi.sQShepa¢.COm I — FS.SNNGD:PPNELLONG _ NIERORLNEAIHNG—)I rvx II - --GN WHERE REan F-H� :w,<�.leas•ElwxesNs. I —.—NG II I IA'GAP.OGNGTWWI OF Fl y aLpxNGasREGG I I f�FIAsxNG �t. R.sry�9�i, I TRNAROUNDOPENNG AR 1 "SILFIX RION E PENE I STEREO PRC\ I I - E - 1n iFonoRlA SENUMR1021HEDATE I F.L.TRW BGA9DITAL I Eru EGNOT PIES xEo sGn¢D anD I aERF ARE ANGTHESIGNATUR=_MUST'll"FIED n WallFR,WNG I--fa —LECTR xi COVIE.e I L-EAPFRGFSATEGAF Glo fll egxleA by w0aer.R ShexxmrN ON:C-IJ6 I FINISH FLOOR E.a,ILs®anilsee.com, William P SN'appFirE—.Ppft �uctlagn,CN=Wi111Sm R SheppxNE eazesavroL' T 4 PENETRATION DETAIL WALL BASE DETAIL SCALE: o= R® SCALE: 0 1 a c s e ------------------ __—__ -- ----------- ---_--- I — I I I Adantic Beach WGOGRUNmG Atlantic Beach Country Club Phase 1 Construction Documents EATeNGR sxEATxNG 1600 Selva Marina Drive FI Atlantic Beach,FL 32233 REVISION Nwunox I NO. DATE DESCRIPTION WHEHE xEGV k-�,aCO3 PyW6 1 12-0222 SD PRICING 2 2-10.23 OD PRICING ' 9 330.13.9G%Cn •4 52}23 PERMR SET 1 2 INSIDE CORNER DETAIL SCALE: G I 2®INCHES 8 Y=1'0" I J II wwuTaN I I Q MHERE r�Go�;� I I L11 riENOR SNEATHING—>I 0 EnDUDRDEATHNE J II J II Q - II I woaDNRwixc I I (Y p ,Il _____________ { w 1 W 5 8 0-A0.60 3 OUTSIDE CORNER DETAIL SCALE: SCALE: O 11 2® DRAWN BY:NRS:MWJMIi NY PROJECT NO.:2022-352 FOR INTERIOR TILE SEE ID SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26 560 SHOWER RECEPTORS CALAASAS,CA 9132OAD,SURE 106 CAL4BRBg5,CA 917D2 d 310.670.9144 wT.1@sh°p-ae.com INTERIOR WALLS OVER WOOD OR METAL STUDS Solid Backing 8421-18 Wood or Metal Studs W245-18 INTERIOR FLOORS OVER CONCRETE Bonded Waterproof Membrane , Coated Glass Mat Water-Resistant On-or Above-Ground Concrete F125-Full-18 Ceramic Tile Gypsum Backer Board Crack Isolation Membrane(Full Coverage) Ceramic Tile Ceramic Tile I 0. qa CERAMIC TILE CERAMIC TILE r T CEMENTITIOU5 r JARI E¢ I CERAMIC TILE BOND COAT CEMENTITIOU5L BOND COAT CEMENTITIOU5 BONDED CRACK 'FRED 0 BOND COAT 150LATION MEMBRANE BONDED I WATERPROOF MEMBRANE OPTIONAL CONCRETE, �! 1 CONTINUOUS TO FULL HEIGHT WATERPROOF ON-GROUND OF TILE ASSEMBLY ° ER`;"R' "`s°`TM""E°�° MEMBRANE' OR ABOVE-GROUND °Norv.°e"."e'c'Tnou'c"c"o E:M�s.eE ERF6 SOLID BACKING a� COATED GLA55 MAT SOFT JOINTS' FLEXIBLE SEALANT ift—RM nPpl,1W WATER-RE515TANT GROUT JOINT Ewll.: wac.wm. on:c=us GYPSUM SLOPED REINFORCED William RSheppH dD Gne BACKER BOARD MORTAR BED cN=Wlr=m WOOD OR METAL PEA GRAVEL ORui•ao23 STUDS "",I "'°'` OTHER WEEP PROTECTION 'USE OF A MEMBRANE 15 OPTIONAL. / SEE MEMBRANE OPTIONS. CRACK WOOD OP CONCRETE WEEP HOLES COPYRIGHT 0 2018 by Tile Council of North America ONE OR TWO SOFT JOINTS MAY BE MEMBRANE REQUIRED(CONSULT MANUFACTURER) WHEN REQUIRED COPYRIGHT©20 18 by Tile Council of North America SHOWER RECEPTORS,CURB5,SEATS, ETC., MUST BE PROPERLY WATERPROOFED AND INSTALLED TO AVOID WATER DAMAGE TO ADJACENT BUILDING MATERIALS. SEE COMMON SHOWER CONFIGURATIONS SECTION. COPYRIGHT Q 2018 by Tile Council of North America Aclancic Beach 5 TILE DETAIL W245 18 TILE DETAIL F125Full 18 TILE DETAIL B421 18 Atlantic Beach Country Club SCALE: NOT TO SCALE — 3 SCALE: NOT TO SCALE — SCALE: NOT TO SCALE — Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,FL 32233 INTERIOR FLOORS OVER REVISION N0. DON DESCRIPTION 12-02-22 SDPRICING CONCRETE 332-,0.23 90%CDD D INC 3 623 90%CD 6 "523-23 SE1 F125-Partial-18 MOVEMENT JOINT On-or Above-Ground Concrete F125-Partial-18 GUIDELINES FOR CERAMIC, Crack Isolation Membrane (Partial Coverage) MOVEMENT JOINT GLASS, AND STONE Ceramic Tile GUIDELINES FOR CERAMIC, GLASS, AND STONE Expansion Joint EJ171-18 CERAMIC TILE CEMENTITIOU5 5EALANT 2 WIDTHDEPTH 1 BOND COAT Expansion Joint EJ 171-18 CK ROUNDED BACK-UP ` 0LATION MEMBRANE' WITH NO BOND TO SEALANT DEPTH 5EALANT CONCRETE,ON-GROUND y OR,ABOVE-GROUND I/2 WIDTH ROUNDED BACK-UP SOFT JOINTS" WITH NO BOND TO J GROUT JOINT I SEALANT q ` y 11WAACK-U!" CPRE551BLELLJIDTH 4 TIMES ` w EXPECTED MOVEMENT [ F_ COPYRIGHT m 2018 by Tile Council of North America CRACK BAOCK-UPSSIBLE MEMCTURER FOR BRANE WIDTH WIDTH 4 TIMES EXPECTED MOVEMENT "ONE OR TWO SOFT JOINTS MAY BE REQUIRED(CONSULT MANUFACTURER) COPYRIGHT Q 2018 by Tile Council of North America COPYRIGHT©2018 by Tile Council of North America i< 0-A0.65 TILE DETAIL F125Partial 18 SCALE:Pa 6 TILING DETAIL F122A 18 4 SCALE: NOTTOSCALE — 'Z TILE DETAIL EJ171_18 SCALE: NOTTOSCALE — SCALE: NOT TO SCALE DRAWNBY:WRS!MWIMMY c PROJECT NO,2022352 SHEPPHIRD 11"MIN. 1 1/2'STANDARD ASSOCIATES STEEL TUBE TOP RAIL- ARCHITECTS+ENGINEERS PAINTED 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 1 1/4'STANDARD g 310.670.9144 Wdl.s@shepae.com STEEL TUBE HANDRAIL/GUARDRAIL rin POST @ 4'-0"MAX. D: p - s.Wsnnens•snw,¢.0 z 1 1/4"STANDARD z0 STEEL TUBE BOTTOM RAIL- y @J PAINTED WOOD STAIR ASSEMBLY C Z o ANCHORING CEMENT ` }E 00. F1 Gq 0 ' O z j 21/2'STANDARD O STEELSQUARE �IU IST r @ SLEEVE-WELDED WITH AR I'V ED 114"STEEL PLATE AT BOTTOM *� �•, E ti" = TOP OF FINISHED vr['Rfc CONCRETE ` �� P EI DATE ORIDA a UNENT ARE NOT COISRE EDERED SIGNED AND CONTRASTING COLORED z oN-AND THE SIGN�Rg Nus SE VERRED EMBEDDED SAFETYNOSING a ECEnRani iE t c - ngpletl by DIN:mRSNgIRWe DN:C-UB. Ew.s ep e.cam, 2' Q WilliamR 5bepplwd 0-bl,Sheppl�vtl a MIry d q�Roabu,CN.Wlliam _ EDGE OF SLAB- R SneDir..tl DYe 2DPd09.29 WHERE OCCURS m.Eer+El'Do. NOTE: CONTRASTING COLORED WELD ALL un, EMBEDDED SAFETY NOSING 4'MIN. CONNECTIONS AND MAx TYR GRIND SMOOTH- TYPICAL 4 LANDING TREAD DETAIL 1 GUARDRAIL HANDRAIL DETAIL SCALE: D 1® SCALE: 00 1� 3"=1'-0" 1 1/4'0 STANDARD STEEL PIPE HANDRAIL-PAINTED WALL BRACKET @ 4, -4'-0"MAX o 12"MIN Atlantic Beacha a � ¢ a _ w o Atlantic Beach Country Club o ; Phase 1 e" y 1S. w 15' Construction Documents 1600 Selva Marina Drive LANDING Atlantic Beach,FL 32233 -- -- j REVISION ----�-�--- —? NO. DATE DESCRIPTION STEPS 1 02- SED PRICING FACE OF WALL FINISH 2 21 2a DO PRICING JAI 3 -23 . CD 1 1/4'0 STANDARD -sza23 PERMITEET STEEL PIPE HANDRAIL-PAINTED TREAD+12' A.TOP OF RAMP TOP/BOTTOM OF MIN B.BOTTOM OF RAMP RAMP NOTE: WELD ALL CONNECTIONS AND GRIND SMOOTH-TVPICA. 5 LANDING TREAD HANDRAIL DETAIL �_ 2 SCALE: D SCANDR- S INCTEIR DETAIL SCALE: 0 26 U) J Q FACE OF FINISH WALL I— uj C 1 112"0 STANDARD STEEL PIPE U 1 112" HANDRAIL-RETURN ENDS TO WALL- PAINTED C WALL BRACKET AT 4'-0"O.C.MAX.-WELD W TO BOTTOM OF HANDRAIL AND ANCHOR TO CMUICONCRETE WALL WITH 2-1/2'0 x EXPANSION BOLT W NOTE: r a O N A D GALL CONNECTIONS RIND SMOOTH TYPICAL 0 n a= 0-A0.72 3 HANDRAIL ONLY CONNECTION DETAIL SCALE:P, SCALE: 0 1® PROJECT NO.:2022152 MJlNY c SHEPPHIRD 1'_5" ASSOCIATES ARCHITECTS-ENGINEERS 2 3!8" 265fi0 AGOURA ROAD,SURE 706 2 518" CALABASAS,CA 91302 yq 8 310.670.9144 wi1ls@sheµ3e.cm AO]3 we-Is 2318', 2 AD.73 AODASTRAGAL — t7 AR 1 FRED AR�a GnED i UtID SEIZE BY WALL MRSHEO-1011011101 e SEN EMBERM3152505MTHEDATE mNTURR ETMP PBM,ED Cor U�TM 5DIORAL E NOT CONBIDEREO—ED AnD On MY ELEC,11 RONII COMERE S NIST BE VERIFIED D911AYwgne4Gy YOOIwm R SneppNC1 ON: EwAi1.50Mapae.mm. William BE R'®I�ph&d o-snapptia R 3n _baadeNM'Wiliam DRINK RAILING, Dew:L@6.05.23 WHERE OCCURS A B III I I CONN RAIL I I I CONNECTION TO POST r TOP RAIL l I L4 SKIRT RAIL I I I l I I I I I 1 I I I I I I 1 EO JEQ EQ 2112' :ila- �,rzµ' 4 I I I I I I I I I I — ]1l2' I I I I I I I I I —B.,STRUCTURAL POST I I POST WRAP PIL FOUR Adantic SIDES Beach I I I' BASE TRIM NJ l Atlantic Beach Country Club Phase I Construction Documents 1600 Selva Manna Drive R03ETTE PATTERN Atlantic Beach,FL3 233 B 2B Aa T3 AD.73 REVISION 4-1 4, N0. DAIS 12-02-22 SDDPRICING PRICING 2 2-10-23 1 DD 1—ING 3318" 3318'' 3 13623 Sok GD i� 4 5-2123 PERMIT SET ' V-8518- .�_ i' 1'-6518" S A B 3COLUMN B DETAIL COLUMN A DETAIL SCALE: o zo z®6 SCALE: ®B EXTERIOR INTERIOR 1 1 1/2"=1'_0" 1 1/2"=V-O" DRINK DRINK RAIL 1 RAIL 11 _ CURB 4 C ],/2" i RAIL CHAMFER -'�T�DRINK RAIL EDGING TOP RAIL 5 >r SKB2T FAL SKIRT RAIL `^ ` i-BRACKET B FOR Vl U SKIRT RAR POST BEYOND �A",J�( 0, w 0'-10518" W „ i,5/8 � 12 2A w 4A E - rr ,716 < Q 112' 1'-03/4" O_ 111 X W 4e 2B 0-A0.73 rJ RAILING DETAIL-BPETE'S TURN /� COLUMN B SECTION DETAIL 2 COLUMN A SECTION DETAIL 50ALE: 4 �E� �} SCALE o 2 a e INCHES 16 ® DRAWNBY:WRS!MWIMJINY 118"=V-0" 1 112"=V-O' 1 112"=V-0" PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE 106 O — CALABASAS,CA 91302 j 310.670.9144 wdIS@.h.pae.cam POST - s..AcwtEns.elcoeEro CONDITION _ CONTRASTING LOW WALL 2114 MARKING STRIPE ON — CONDITION TOPTRIMIO - __--- EACH TREAD CUT TO SIZE 0 FF — yl l i WOOD OR PSWD TRIM� _ ••..��.a--..YY�� - PAINTEDFEIERCEMENT �1}�V Ic.�;R 117��Pn BOARD 111IN. J't �� SOLID PLASTIC RISER EREa A0.G FACE ` OnlcuR.1'"[D M'ONTHEIRD.FLORIDA SOLID PLASTIC DECKING TREAD AND%DR TIME "Es IEuslxSApOlix FLUID APPLIED SE/AEDEANTTIEE SIIGNof NAATU1E nwESDi 111RAFIED WATERPROOFING SOLID PLASTIC RISER Axv ELE TR NI CO 3. AN LAYER SEALOFLEX OR FACE APPROVED EOUAL SOLID PLASTIC DECKING ¢pp�Nre TREAD DN:C_US. �2 f.x41L.s-gFae.cwn. --g r-1 vrnlRm H sn�nl,d D-sne�tma R Ehd O.CN-NAlllam R SllepplB.V pGtpW05.23 11 II II FI III 1-111-11 Fi 11 I I I 1=1 I 1=1 I I-1 I 1=1 I I IISI=III „I I II II II!I I -III ILII-I II III II III II III III II II II II III„ I I, ,III 4 RAILING& STAIR DETAIL- PETE'S TURN 4 SCALE: 0 2 40 2 4 8 INCHES®6 1 112"=V-0" RAILING &STAIR DETAIL-PETE'S TURN SCALE: 314"=1'O' Aulandc Beach Atlantic Beach Country Club Phase 1 Construction Documents 1600 Solve Manna Dnve Atlantic Beach,FL 322F3— RE ISION 2233REVISION D LSOLE)PILAANDING STIC DECKING_� 11 NO. ATE DESCRIPTION SO PRICING 1 12 0 2 2-1b23 DDPRICING 330.23 46.CD 4 S2}23 PERMITSET 9111 Ar T . f I --- FIRE RATING NOTGHEC STAIR STRINGER PER STRUCT— I I I U) OLID PLASTIC RISER I ISI Q FACE I ly SOLID PLASTIC DECKING I I I W TREAD I I I+ I I I Z PAINTED FIBER CEMENT I I BOARD I J I I Q I I � I I 06 I I � � I I I Q I I U) I I � O W - I- 111=1 - X =1 W -11 I'� I-1 I III-III-1 I I I I=1 _I1 i-1 -I i I-I I II LI-1 I I 1=1 I III-1 III 11=1 I I-III-1 I I_I I I I 11=11 I III-1 I i-1 I II II I L I II I I: I -III-III-III-III I- ILL-1 _III-III III-_ di -II I-I 11-I 1 11 1-I 1-I 11-I 1-II I-I 1-I 1-I 11-I 11III-III-I I_I 1-I 1-I 1-I 1-II I-1 1-II I 1-II I-III: I—III=1 =1LrIT—I —I -1 l-1 l=1 1=1T-1 II 1=1 1=n-1 1=1 a—I l—I -1 1=1 3 RAILING&STAIR DETAIL-PETE'S TURN 2 2 RAILING &STAIR DETAIL-PETE'S TURN 3 0-AO 174 SCALE: SCALE: 314'=1'-0'• 314"=V-0" SCALE:As nsralm DRAWNSY:WRSJMW IMINY PROJECT ND.:2022-352 a SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE 106 CAIABASAS,CA 91302 b 310.670.9144 mJJ,@,hep B,,CE. oa ¢Di F[o SXINGLED WALLSWALLSES ON SIDE PANELS WALLS I I I I :n S�fREO PMCa ' I T S ITEM HAS BEEN ELEclRorvl vAU.r 516ry®A AI SiGNAnREE AINMEECOPIES OFTHSBBE ONAxv1TH 5rvTCOISIDERED NATURE MUST BENED YEPIED E ECTRONIC-1. D POOL MERCHANDISE4 by -T� DISPLAYCASE I 11 R9NPpP IN Ewnu: al.Ba.mm. Wiliam R GNxppltlrd o-snappm4 As.uaamP.CN=William R BOeppMtl GATE I I OB363.S Foos 4 ELECTRICAL CLOSET AO.l FIRE RISER CLOSET w 1 UPPER QUARTZ COUNTER III ACCESSIBLE UARTZ COUNTER EC V., LOCKABLE CABINETS ACK FOR PRONE 25 BU L POWE-0FOR RETAILY GOODS FOR POINT HALE RETAIL GOODS PHPADRIM BCHIT - -t0lie• - _ MERE I I 1 011_MCH FIRST FLR_n 3 I S-7114• 3'-0' 3'-7114• 12 �-TO PARKING LOT 1.-212• TO POOL Adandc Beach B.i I 1 11 A.F.F. Atlantic Beach Country Club I Phase 1 34•AFF I I WALLS BELOW COUNTER Construction Documents 2 POOL CHECK-IN-ELEVATION NORTH 1600 Seiva Marina Drive j705,a, SCALE: _�_�—� Atlantic Beach,FL 32233 i 314"=V-0" REVISION 391Y1 SO-C NO. DATE DESCRIPTION 1 12-02-22 SO PRICING 2 210.23 DD PRICING LOCKABLE CAB.ETS 3 330.23 90°: 52323 P RMR SET 3 A`.75 v= I GATE I FIRE RISER CLOSET ELECTRICAL CLOSET U) GATE BEYOND J LQL W POOL CHECK-IN ENLARGEMENT Y SCALE: 0 .5D 1® 0 1l2"=1'-0" O ACCESSIBLE GUEST COUNTER W '^ ' V! f R PAINTED CEMENT BDARD t` Q IS PAINTED MARINE GRADE PLYWOOD O m 01_MCH FIRST FLR _ — _ ._. — — �_ _ 0�, W S 5'-5518" 6'-1718' - V S-1716' 5'-5518' + x W 3 POOL CHECK-IN- ELEVATION EAST 4 POOL CHECK-IN- ELEVATION WEST SCALE: ® SCALE: _ _ r 314"=1'-0" 314"=1'-0"— 8 0-A0.75 SCALE:es- DRAWNBY:WRSIMWIMJINY c PROJECT N0.:1022-352 a SHEPPHIRD ASSOCIATES 1 ARCHITECTS+ENGINEERS RECESSED CIELING LIGHTS 26560 AGOURA ROAD,SUITE 106 CALABARAS,CA 91302 POWER FOR IPAD. PRINTER B PHONE g 310.670,9144 w11IS@Shar a2.G m JACK FOR PHONE 35 Gr 351/2 r F 4- vvwcs Ls SHINGLES ON SIDE WALLS OUARR COUNTERS 00 O a .n.rmccrs.sxc�trns PANELS TO CEILING LOCKABLE CABINET UNDER COUNTER I IGJEE SPACE �U AR iy[xp Y7� 01_MCH FIRST �TtERfa A0.Lar` — — .— 0''0�• I elecmorvlcugo FiNEIO 24• MG 3rA- 24 v4• AM rE DATE o6A SSGrA LZ vSTMio HOMII G DIGITAL AND BEAUES AND oN AB,ELECTAotiic cov9 S REDS elE-RED 2 POOL CHECK-IN- INTERIOR ELEVATION SOUTH wmmam R Bnavon�,a SCALE: ON_c.OB. CwAle epae.rnm, 3/4":1'-0"� Will—R S'N�phW aa;nIRPSeppaoa A�PdnDae.,CN=William R Sn ypME Dere 202805.23 JB��.BI'05' fu LOCKABLE MERCHANDISE LOCKABLE CABINET DISPLAY CASE - QUARTZ COUNTER Adantic Beach fLOCKABLE CABINETS �I� •,\ ' _Atlantic Beach Country Club PAINTEDLEMENTBOARDBDRDER Phase 1 PAINTED EEMENT BOARD BORDER BEYOND /r II } Construction Documents PAINTED MARINE GMDE PLYWOOD — - - — — 1600aMarina Drive PRESSURETRAEATEDS UD Ol_MCH FIRST Atlanticic Beach,FL 32233 _FLR REVISION rvD. DATE DescRlPrlOry 1 1-02- SD PRICING !� PAINTED AZEK PSWT BASEBOARD 2 .2-10.25 DD PRICING POOL CHECK-IN-INTERIOR ELEVATION WEST a :3023 90YLD z3-2a PE CD ser SCALE: TOE KICK fr QUARTER ROUND 3/4"-1'-0" 01 MCH FIRST 1 _ FLR 3'-0718' 2'-0• SiIY 3w• r.3• r-z vA• zr-2 va• r-a• IGE POOL CHECK-IN-SECTION 1 POOL 2 4 a INCHES IR �Iy E ❑ } J_ Q ui LOCKABLE MERCHANDISE w DISPLAY CASE O Y W Cn U bI LOCKABLE CABINETS o m I1Il�IIp., 1 N MARINE GRADE PLYW000 1 I' Of VI r CEMENT BOARD BORDER ' "ry BASEBOARD w 01_MCH FIRST kFL I 2'.21/z' 2'-2• 2'-2' 1 2'-2- PERSPECTIVE POOL rJ BREEZEE: NOT WAY COUNTER 4 POOL CHL CH®- INTERIOR ELEVATION NORTH O-AO.76 ALE SCALE: 314•-1'-0" SCALE:As nNcelea DRAWNBY,WRSIMWIMENY PROJECT NO.:2022-352 S�HEPPHIRD RIDGE CAP PER MANUF. ASS S O C I A T E S STANDING SEEM ROOF G L i STANDING SEAM HOOF ARCHITECTS+ENGINEERS METAL CAP G.L. FLASHING ANO HTSAM 2.SHAPED ROOFUNDERLAYMENT CALBASAS,CGOURA ROAD,SUITE 10fi DRIP EDGE EXPOSED6 PURLIN METAL RIDGE FIABHING CALABABAS,CA 91702 CLOSURE BLOCK g 310.fi70.9144 wiI.6Qfih¢p¢C.[Dm SEE ARCH SECTION EACH SIDE rvHcz Is SHEATHING AND RAPIERS FOR IAYWT —-—-—-—-—-—-— -— PERSTRUCNRAL METAL STANDING SEAM flODF TOSHEATHING _ SHEATHING OVER FJPOSED 2c DECKING GON1'N000S TRUSB PSSEMBLY HTSAM UNDERIAYMENT CONCEALED _ m�onrEmm PAINTED s.Nu.HT[:Ts[nalaza FASCIA BO SEE STRUCT ELECT.CONOUR PLYw00DSHEPTHNG WHERE OCCURSOVE �� u / PER STRUCTURAL L PAINTED METAL J/ PER STRUCTURAL FLASHING r T.O.TRUSS I O 0� FI HTSAM EDGING �;OVER _ _—_—_ _ - - - 1E A_ Oq/ W.R.B. I I 1 O i +{l FIBER CEMENT SIDING WAIL FRAMING l A�1 ti AND UPLIFT CLIPS I � PER STRUCTURAL SfFRED PROS\ NOTE:RAI('GONDTION I — / �ONETHEDATE�RDA _— SIMILAR I A RAL i WOOD BEAM PER STRUCTURAL n�Cs ID DG cuwp N�AFE&l'"N&'PIED`GNEDDANCC Cry PNY ELECTRCRDTHE C COPIES. si v 7 PHASE 1 —STORAGE SHED—RIDGE �'"�I¢'" A INCHES I WI amRS epPNr. SCALE: P0, 1 112"=T-D" d—CN-011, . / William R 9xppF6ed 0.SNep?tia PHASE 1 —BAG DROP—RIDGE � N=William 1 Doe¢,v Z3 SCALE: a 2 a6 �Eea.aroo 31. 2'6' STANDINGSEAMROOF PHASE 1 —YOUTH PAVILION—RIDGE @ VAULTED I 4 CEILING G.L. STANDING SEPAL ROOF SHEATHING 1-M.CICTURAL SCALE: 0 2® ROOF UNDERLAttA-cNT 1 112"=1'-0" SHEATHING OILER EXPOSED L DECKING METAL DRP WITH IG.LI EXPOSED AND SHAPED HEMMEDY / ROOF RAPIER EDGE 2•-s IN- 2.6 CONTINUOUS EXPOSE D 2a SHAPED - CLOSURE ~ PAINTED RAPPER CLOSUREBLOCK BLOCKING FASCIA STANDING SEAM ROOF EACH SIDE METAL FIBER CEMENT SIDING CONCEALED IDRIP WIT NH ROOF UNDERLAYMENT ELECT.CODUIT HE �- W.R.B. INHERE OCCURS EDGE I I SA SHEATHING OVER EXPOSED BEAM PER STRUCT 2a DECKING -B• T_D.COLUMN I Atlandc Beach EXPOSED PAINTED / +S PER STRUCT STHUCNRAL TRUSS P - PAINTED— PER ST PHASE 1 —STORAGE SHED—EAVE MET OP CAP I i ' Atlantic Beach Country Club_ 8 SCALE: D 2D 2®B EDGE I METAL I Phase 1 1 112•=1'-O" p]2• I GUTTER I COMPOSITE COLUMN Construction Documents I I SYSTEM STEELGOLUMN _LATE PER STRUCT WRAP 1600 is a Manna Drive PLINE l_=I-J Atlantic Beach,FL 32233 - REVISION 9EAM NO. DATE DESCRIPTION yl SEE STRUCT 1 12-02-22 1 ED PRICING 2 IN 2-10.23 DD PRICING h / 3 90°%C0 C 9EAJA 4 12128 PERMIT SET SEE STRUCT — \� 2 PHASE g1D6ROP—EAVE BEAM 54DOLE CONCEALED SEE STRUCT ELECT.SERVICE AND CONNECTION 1 112"=1'-0" RI -_ ----_ T-OG- 2-6* BUILT-UP PAWED WOOD RE02ACTABLE SKIRT ASSEMBLY MOTORIZED I I SHADE J �If WRAP AP I- r COLUMN WRAP 'POSED BEPM TO BEAM STEELCUCT - I SADDLE PER STRUCT CONNECTION SEE STRUCT PHASE 1 —YOUTH PAVILION —EAVE @ VAULTED BEAMPEHSTRUCT U) 5 CEILING PAINTED_ I J SCALE: 0 2 A®G STPNDING SEPM ROOF PEEEL R STRUGGLE L�L r 1 112"=l'-D" ROOF UNDERLAYMENT ui G L - EAAVEVE DETAIL SE TAAILIL 0 SHEATHING OVER EXPOSED FOR INFORMATION "DECWNG NOT SHOWN LL 0 A—EXPOSED AND SHAPED O _ TRu35 wEB I ROOF RAFTER I O (WHERE OCLURSII (WHERE O •_ K.G 0CCURS) ^ di s I FOW PROFILE NS.GRADE KING POST LOW PROFILE JUNCTION BO% F PER STRUCT JUNISH GRAVE O CTION BOX �J TRUSS OI CEILING BEAM CEILING In I c.oflD I PAINTED PER STRUCT BEAM 10•s1 LIGHTING STEEL GAGGLE UGHTINGLL FIXTURE PAJNTED METAL PER STRUCT PAINTED FIXTURE W EL a END CAP.TYP. -- STESADDLE W I I� /1 CLIN EIG BEAM PER STRUCT PI � VJ I ER STRUCT LOUVERED KING POST '! SCREEN WALL PERSTRUCT _ I I 0 I I l I LL ✓ i jv /� Q PHASE 1 —YOUTH PAVILION—RAKE VAULTED 0-AO.8 6 CEILING 3 PHASE 1 -BAG DROP—EAVE AT BEAM scAE:11'==,� SCALE: 0 2 4 6 INCHES 16 SCALE: 0 2 4 6 FEET DRAWNBY:WRS!MWi MJi NY 1 112"=1'-0" 1/® PROJECT NO,2022-M SHEPPHIRD G.L. G.L. ASSOCIATES ARCHITECTS+ENGINEERS --METALRIDGEFLASHING METAL RIDGE FLASHING 26560 AGOURA ROAD,SUITE 106 CALABASAS.CA 91302 METAL STANDING SEMI ROOF METAL STANDING SEAM ROOF g 310.670.9144 wilLspsheµae.mm HTSAM UNDERLAYMENT HTSAM UNDERLAYMENT rvw�sa f—PLYWOODSHEATHING PER STRUCTURAL PLYWOOD SHEATHING PER STRUCTURAL Itnn�l • I I• I sM.�res.eer+ttn `— PLATE LINE � I - • JAR 1* ..- + TOC SPRAY FOAM INSULATION uND O�Er'AMP SHIpWN usZ.N'U G TAL 51GNOOCUTERE.AR WE CO BEDS M TUI S ND TRUSS ASSEMBLY PER STRUCTURAL pn ANYE CT'ESKNAvESMUs/9EVEFIARED TDIa�/xRWC CO S.PCI' WINamR BMppXlk DN:C=Ue: E+WII.s6M¢pae.rom. William R A'ArypI�A O.SIieRFve —pp— &I Cf =WII:am PURLIN PER STRUCTURAL R SAepgmtl 5.2 x2m4ro' 3eE�'yfR'De' •—TRUSS ASSEMBLY PER STRUCTURAL cJ PHASE®3—SOFFIT 3 PHASE 1 BL- 16. Es3—RIDGE @VAULTED CEILING PHASE 1BLDG 3—RIDGE @ATTIC SCALE: SCALE: -1 112"=V-O" 1112—r-0= 1 v2^=V-O" G.L. 4+ 6 T fi 2'- METAL METAL STANDING SEAM ROOF METH.STANDING SEAM ROOF PAINTED WOOD TRUSS HTSAM UNDERLAYMENT HTSAM UNOERLAVMENT SEE STRUGT _ PAINTED WOOD ROOF RAFTER PLYW OOD SHEATHING ROOFSPRAYINSULATION PLYWOOD SHEATHING Adantic Beach 2'-S. (WHERE OC PEROVERSTR PLANKING OUTIL 2. ROOF INSULATION OVER CAN-NAILED � (WHERE OCCURS) PER STRUCTURAL TRUSSES PAINTED WOOD ;,'� PREFABRICATED CLOSUREROARO GANG NAILED Atlantic Beach Count Club OPEN FIXED WRH SHEATHING ROOF TRUSSES Phase 1 I LER SYSTEM AND 2r.FURRING OUVPER STRUCTURAL TRIM AROUND — , TRUSS CHORDS 'I ADDSHEATHING Construction Documents • FOR SPRAY FOAM 160D Selya Marina Drive INSULATION r PAINTED METAL GUTTER Atlantic Beach,FL 32233 BACKING SEE STRUMM FOR ME.SPACE REV ISION WRH (WHERE OCCURS) 1 !120-22 I SO PRCINGN 5IB•PLY If 2 !-3 DO PRICING FURRING STRIPS f 3 }3623 SOX CO j Q 2a VERT. —__PIATE LINE 52123 PERMIT SET RUNNERS — I 1 I i n C I I CEILING WHERE OCCURS 2.10 WOOD FASCIA 1 I � PAINTED WOOD II PLANK SOFFIT —— II D.S.(WHERE OCCURS) 2•.1 _ T.O.COLUMN —— METAL STANDING SEAM ROOF 1 BUILT-UP BUILT-UP I HTSAM U NDERLAYMENT PAINTED WOOD 1 11 CONCEALED PAINTEDSEMBL _ CLOSPANTED R WOOD SKIRT ASSEMBLY SIURT ASSEMBLY ELECT.SERVICE _ CLOSURE BOARD I AND CONNECTION PLYW VEJAC SHEATHING FIBER CEMENT SIDING r KTRUSSES PER STRC ,I PER STRUCTURAL RETRACTABLE Co SHARE zED J 1 \I I w j GANGNAILEDEXPOSEDPURUAAND TRUSS SYSTEN TRUSSSYSTEM LL- - PLATELIKE •. T O 0' ALIGN SHEATHING ON LL f _O.SHEATHING PAINTED O WOOD TRUSS PLATE LINE m i a PAINTED WOOD 1 I J COVER BOARD AND TRIM n I LL II w —_____—__ —_ —COLUMN GANG-NAILED TRUSS •I Y MEMBER III I (WHERE OCCURS) E—SEOTRUSSMEMBER (WHERE OCCURS) CLOSURE WALL T.O.C. COMPOSITE COLUMN STEEL COLUMN (WEATHER BARRIER) PER STRUGT I WRAP I I 0-A0.82 6 PHASE 1 —BLDG 13—EAVE 3 15 4 PHASE 1 —BLDGCHES13—EAVE @ VAULTED CEILING `Z PHASE 1 —BLDG 13—EAVE @ ATTIC SCALE:11-1SrAIE: INCHESS!MWIMJ NY PROJECT NO.:1022-352 1 112"=l'-0" 1 112"=l'-0" 1 112"=1'-0" �SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE 106 CALABASAS,CA 91302 8 310.670.9144 w61.s@G4Epaa.wm I IMc�tE,�.auhE� STANDING SE-ROOF BAR FINISHES,SEE ID E OF F20 SHEATHING PER STRUCTURAL FINISX FL000.OECKIrvG I`I{\U 1 BAR FLOORING.SEE ID B- DECKING SLEEPER JOIST rc%Aro BARPLATFORM r• I rfRfp A0.0a ED BARPLATFORM NrD SEAtEDBV WRLINA R sH1 —E APPROVED SLEEPER JOIST SEALOFLEX WATERPROOFINGOR D4 CENSE NBHBER AR IDIS.-THE APPROVED EOUAL c DIGITAL BRIE PLATFORM RIM JDIST- — BAR CRICKET 112':1 Y SLOPE W1 ; ATURE PRINIECSCOPt•IEsoFTMa 1111!! BASEWAKET1R OFING GOCUE—ARES SOT CONSIDERED slc plAND 6' ON ANY ELECTIE G:G GAMES MUST BE SLOPED FLOOR NAILER -' SLOPED SUBFLOOR 118':12'SLOPE CUTTOPROFILE DYVtlam6yRR 91ieppNrp DC-Gh-PPDmpee.rom. y t•-6 t1Y� William R'abaopMN pNON-ARI... Dau: —G D62625.2I PHASE 1 —BLDG 4—BAR WALLS TO SUBFLOOR, 3 SECTION A PHASE 1 —BLDG 4—RIDGE SCALE: DD 1® SCALE: D®B S•_1�_0• 1 112"=1'-0" G.L. I CONNECT I OIR.—F TO I STANDING SEAM ROOF TRUSS PER F STRUCTURAL I I SHEATHING PER SIRUCTURPI I I 3b' 1 G I OURO-11 WIDTH TO MATCH EXISTING I TOP OF PATE _ 4 Atlantic Beach Country Club I' Phase 1 ROOFTRUSSES T6GCEILING III �I .� Construction Documents T-NGE B GROOVE CROWN 1 1600 Selva Marina Drive Atlantic Beach,FL 32233 POWER ———— (MATCH EXISTING COVE C.—FIR.BEYOND PROFILE) NG REVISION -2 TRIM BOARD N0. DATE DESCRIPTION t2-02-22-SD PRICING STRIP LIGHTS MOUNTING BRACKET0 2 2-1LL23 ODPRICING MOTORIZED SHADE = 3 �30.1- PER 23 PERMIT TRIM BOARD }� 4 523-23 MIT SET W:' WOOD COLUMN ti _ SURROUND(MATCH '• IT EJUSTINGI F h 314' C �3! EIATCX EXISTING 4 COVE LIGHTING DETAIL2 PHASE 1 —BLDG 4—EAVE SCALE: G z 4 . FEET®c SCALE: D 2®6 1 112"=1'-0" J H w 0 LL O O D_ w = O U) w w H 0-AO.84 SCALE:AGr -d fz DRAWNBY:WRSIMW7MJINY _ PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS Dutch Seam Pane) 26550 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 Plywood Substrate 310.670.91" wills@shepa`.c�m Dutch Seam Clip rr.wrra xam Dutch Seam Panel, ATA Guard - c xu:wmrn-nK+x¢xa Water and Air Resistive Banier Dutch Seam Clip 410 x 1"Wafer Head Sam Nip Cap Plywood Substrate % SuhNate 6"Max. � Notched Neoprene set in Sealaot 410 x I"Wafer Head Screw Valley Pan ' Eave Trim h. E 0 F pZ x10 x 1"Wafer Head Brmw I ' N.5 B� S.S.Painted Pop Rivets Z Closure Butyl See am Tape �y�— Butyl Sealant Tape �� I le Cleat 5.5,Painted Pap Rivets r Dutch Seam Pawl q"Min.to 6"Max. �9 Metal Plug \ Jtt ARI y J ATA-Guard Y h� •�1.��.Fr Dutch Seam Clip Dutch Seam Clip Allow for Thermal ATA-Shield Expansion/Corlb'aRion fREO an0.cu.cr sianEo ATA Shiled �� 3ynam�rdl ems.eexi 2aIM wa rsmona ooaitRnEA c..co apOle-I.EOANo SeAUED AID THE S:GlllU,,,111T IE1RED *uoy sV,d by WTeam R tropp— DN:c"Da E.xie.s�aNepae.com, William R B'hwpptaN O-bM1epAaa Nrodaq CN-William R Sh p Oxe9s.23 afi,.'18%py'pa' 4 Allow for Thermal Expansion/Contraction Atlantic Beach amrt'y Club- STANDING SEAM-HIP 5 SCALE: NOTTOSCALE 3 STANDING SEAM-VALLEYSTANDING SEAM-EAVE Atlantic Beacheluntry Club SCALE: NOTTO SCALE SCALE: NOT TO SCALE Ph Construction Documents - - - 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION .Water and Air Resistive Barrier NO. GATE DESCRIPTION Ridge Cap' ,%yWootl SUb4ate 1 12-OZ-22 SD PRICING 2 21 3 DOPRICING Notched Neoprene set in Sealant 410 x I'Wafer Head Sam 3 33643 9oY.CD `Gable Stager Cleat S.S.Panded Pop Rivets Z 0—re a S2}23 PERMIT SET I Gable Trim Cap Butyl Sealant Tape S.S.Painted Pop Rivets Dutch Seam Panel Z Oosure Dutch Seam Panel Dutch Seam Clip Dutch Seam Clip S.S.Pop Rivets j ATA-Gumd Dutch Seam Clip , Bunt Sealant Tape Plywood Subsba[• +[```f` ATA-Shield �� •+`• t w,�mn m,NI 410 x 1"Wafer Head Smew U) J_ Q W 0 LL O O X W d O U) m a 4 STANDING SEAM-GABLE 2 STANDING SEAM- RIDGE W SCALE: NOT TO SCALE SCALE: NOT TO SCALE W U) g ROOFING NOTES 1.ROOFING DETAILS ARE FOR BIDDING PURPOSES ONLY.SIGNED AND SEALED SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT FOR REVIEW. s 2.SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS AND PRODUCTS 0-A0.85 SCALE a= ORAYMBY.WRS!l, IMJtNY PROJECT NO.2022-352 a _ SHEPPHIRD ASSOCIATES II I \\ ARCHITECTS+ENGINEERS I \ 26560 AGOURA ROAD,SUITE 106 I I \ CALABASAS,CA 91302 RAILING I \ 1 d 370.670.9144 61I.E&M'E.,- PUMP CUSTOM METAL RAILINGiI ROOF HATCH I I t OF F(0 R. ROOF HATCH AR 1� 1 COVER BOARD FRED PRG 2'6' I I SLOPED DECK � 1 � I Trtl51TEM HAS BEEN EIECIRdacnLly - _ SIGNAIE E P—SID o0P o50-iHP 0T°1�oxmn Ory AE111 11"" THE 9IOxATURE MDST 0E VEP,FµiED 30"MIN. WMIN. ANT ELECTFO -1. l D-,petl OY N.y 9 3F,eppHrtl -016! T I - DN�i us WII6amR%I,.ppWd D-SnEp B ae.mm, LADDER Rsi,.pw CN=William R SRpp W DMa'2°f3.OS29 WALL LADDER TO ROOF HATCH I ROOF RIDGE FIBER CEMENT SHINGLES I PLYWOOD SHEATHING / \ / I I \� SLOFED DECK I METAL STANDING SEAM ROOF \\ FRAMING I , I I TRUSSESHEAD OUT I III I I I III I I LriNOOD AT SLOPED ROOFDECK A Beach i TRUSSE5.24"O.C. CJ MECHANICAL PLATFORM DETAIL 5 MECHANICAL PLATFORM DETAIL 1 Atlantic Beach Country Club SCALE: D'f.2 4 a INCHES 1 SCALE: °D®E Phase 1 T 1 112..=1'-0" 1 112'=V-O' Construction Documents l 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 1LOD22 li SO P GING 2 2-1623 DDPRICING On nFOT�wluuv FA9TEnE0 3 33623.90Ye CD JM TM MEMBRANE 52323 PERMR SET GPFRFJCATIONS ONLT) I Y� TM DGF9 P MFi (IF REQUIRED)�� --1 JM TM EDGE SEALANT-� J�MIND°'^J / rMNL w�FInD nFREQUIRED) usl� nml / (cOnnmJWS RIDGE JM TRO-COATED1 Y t-�u0 MET„DRIP EM£ iI --- -- --------f---- -- -------- SFE OTEB e — � I TRUSSES i o I I If LADDER B e II b --- -- — --——————— — ———————- APPRDEDDE. J SLOPED OELK FRAMING L g AR I HEAD OUTSLOPEOROOF \\ aNCMORED TO DFCR�LY t— b DECK - M::DETAJLT-FEV1 W HEAD OUT RDOF HATCH - \�_-.—_.nETu cTEAT GAVGXRFASTErvER 0 3fi=22.5'OPENING ]M�REIDIIWFM ANIS 0 BELOW FAM - - --FOOF XATCH ,�soS`mm�OR MAxtnuM O rconn ...rn. QM 9'-6 Z "`•oma fi.lRTO JOnx9 MAN-LE�E 1(www.1-1-)FO0.MOST UP-TD-MTF JxwaJunOn. O vLEASE SEE SJrWIF PLY FlASnIrvG SPECIFIGTJ°NS FORaNLL ceswPTlDx aF JxSTAuaTIOn - — OnS AND REQUIPEMENTS-OH aRE CONBIDERFDA PART OF TRIS DETAIL. J '�- "'•�""� .m �...�- - - - - -- REQ IREMENTSAxDIORSPROJECTSPECIFIGTIOSJJ��JroMPONEMS m .•e.+.m...k ra..am vpma.°pk'm _ �•' e.eaa,vuwau°. ------- APPROVED BYA UCEx9EDOx 2lxuosuu ED'E'OGes OF RFJntaR�U _ s,DFYD�MF�xE(SEE DETAIL 9-0n. a METAL FD ry v+n ISDNu UFACTU—ev THE coxTRn F USING JM TM CDaTeD METAL. U) CUPOA ^`° DRIP EDGE(TRO COATED METAL) �� Z T•FE CM7 71u' Z REMACE9TE-n `�` I w a 0-A0.90 4 ROOF HATCH DETAIL 3 MECHANICAL PLATFORM DETAIL 32 EDGE DETAIL SCALE:e,H— ^ SCALE: NOTTOSCALE SCALE: ®A SCALE: NOTTOSCALE DRAWNBY:WRSIMWIMJINY SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 j 310.670.9106 wll.s@sheµae.com 11 11 MEMBRANE FULLY ADHERED TO WALL 111 11 APPROVED MEMBRANE ADHESIVE(SEE DETAIL T-F-) -TO I IZ IS mm TO 16 mm)BEAD OF JM SINGLE PLY CAULK mra�ss BEHIND TERMINATION BAR(REQUIRED WHEN HIGH INFERNAL PRESSRE IS ANNLIPATED) PIPE PENETRATION APPROPRIATE CAULK GALV.STORM COLLAR WRH A.T-. f JMTERMINATION BAR IIA'IB mm)GAP JM SINGLE PLY LVOC CAULK(AT TR VENTSTACK DRAWBAND ANO SCREWS PLACEDBEEEN SECTIONS OF CLAMP-SLOPED TO SHED WATER) p6TECRY ABOVETHE FLASHING.STAINLESS STEEL CLAMP AND SCREWrJM TERMINATION BAR FASTENED AT GALVANIZED JM SINGLE PLY LVOC CAULKIf I(�TRANSISTION 6'(152 mm)O.C.WITH JM SEALING MASTIC(BETWEEN PIPE METAL ROOFJACKAPPROPRIATE FASTENERS AND NECK OF BOOT) -SS.CLAMP AND SCREWJIM TPO MEMBRANE ADHESIVE(FOR AR1 FULLY ADHERED SPECIFICATIONS ONLY) - PRE-MOLDED TPD PIPE BOOT ROUND JM TPDEDGE SEALANT \CORNERS OF IF REQUIRED JM TRO MEMBRANE MECHANICALLY SIMULTANEOUSLY HEAT,STRETCH6WELO TOBOOTJACKWRAP AROUND JACK WRH BOTTOM 2-FOLDED UP..WELD FASTENED OR FULLY ADHERED �' .U JM TPO fi'EDGE SEAANT IF REOUI0.ED - FIELD MEMBRANE AT BASE AROUND PIPE TO FORM ALLYFO o: 'Z TTURN-OUT FROM VERTICAL JACK.AFTER uuNJq SHEP DHIDA SHAPING,ADHERE TOTHE JACK. AR I-DNTHE�TE iALAPF / ' - (CONIMUC)S AROIIN_ '.MFlq( UOC -- --. - --_�, .. ,'--1- ___ ate_ , _j DNA,Y�eDTRONCUO S 9T9F FRFFD BOOT PERIMETER !. =I II SEALED Pup TH NOT SCALED AND ..&_m- .�.,,Q �N'`•yo11- h:� �a, a myae>2.p�aey _ APPROVED FASTENER AND ;�: :: F�60T" AL.. D C_R311epPN rtl - PLXTE MIN..AROUND PIPE "�=L'='�• - �i �. 2 ePae mm PENETRATION DEPENDANT ON _L NAILS AS - William R SN wI,tE O.6Aep. DECK MATERIAL(545EE 4 SPECIFIED T/:-:. L�r:C�•• D 9aotlabg CN.NM1I SPECIFIC-ONSFOR •-• �5J1yO�OV- L:' NT3�0.G0� ASI.I os.zJ FURTHER INFORMATION LY1' D.(F- WOODBLOCKINO IGD W.B&Yb DT00' PpPp. FLUSH WUN qp -DpN INSULATION ?OO 5 JM APPROVED FASTENER OFC JMN� AND PLATE PENETRATION 6" APPROVED DECK DEPENDENT ON DECK "IF RIAL(5).SEE SPECIFICATIONS FOR FURTHER INFORMATION NOTES: 1. REFERTOJOHNSMANVILLEWEBSITE(wwwjm.cmn)FDRMOSTUP.TbDATEINFOMAATION. NOTES. / \ 2. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF 1. REFER TO JOHNS MANVILLE WEESITE Iwww,P-)FOR MOST UP-TO-.ATE INFORMATION. \V, INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF 2. PLEASE SEE SINGLE PLY FUSHING SPECIFICATIONS FOR A FULL DESCRIPTION OF ETAIL THIS DINSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED APART OF 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN THI5 DETAIL. ACCORD/NCE WITH LOCAL CODE REOUIREMENTS ARDOR PROJECT SPECIFICADONS. 3 ANYCARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN NOTES: THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY ALICENSED DESIGN ACCORDANCE WRH LOCAL CODE REQUIREMENTS ANUIOR PROJECT SPECIFICATIONS. REFER TO JOHNS MANVILLE WEBSnE(www.lm.tom)FOR MOST UP-T-ATE INFORMATION. PROFESSIONAL. THESE COMPONENTS SHOUL.BE REVIEWED MD APPROVED BY A LJCENSE.DESIGN Z. PLEASESEESINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONSAND PftOFE551DNAL. REQUIREMENTS WHICH ARE CONSIDERED A PARTOF THIS DETAJL. C JM TPO EDGE SEALANT IS REQUIRED ON ALL CUT OR NON-ENCAPSULATED EDGES OF J. MY CARPENTRY ORMETAL WORKSHOULD BE DESIGNED AND CONSTRUCTED INACCORDANCE WITHLOCALCODE REINFORCED MEMBRANE.THIS INCLUDES FACTORY CUT MEMBRANE(SEE DETAIL TM-1) REQUIREMENTS ARDOR PROJECT SPECIFICATIONS.THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BYA LICENSED DESIGN PROFESSIONAL_ 4, JMTPO EDGE SEALANT IS REOUIRED ON ALL CUT RN°N-ENCAPSULATED EDGES OF 5. REINFORCED MEMBRANE.THIS INCLUDES FACTORY CUT MEMBRANE(SEE DETAIL T-MS 01). 8. THI5 DETAIL IS ALSO SUITABLE FOR TERMINATION OF FLEECE BACKED MEMBRANES.NON FLEECE BACK MEMBRANE IS REQUIRED FOR WALL FLASHINGS. Adantic Beach 5 T-FW-B5-MEMBRANE FLASHING BASE TIE-IN (HIGH INTERNAL PRESSURE) 3 T-FP-01 -TPO PIPE BOOT T-DV-01 -VENT PIPE Atlantic Beach Country Club SCALE: NOTTOSCALE SCALE: NOTTOSCALE SCALE: NOTTOSCALE Phase Construction Documents 1600 Selva Marina Drive Atlantic ch.FL 32233 JM SINGLE PLY LVOC CCIA>UpLIK(•JUSTANOT SHOWN FOR REVISION ADBLE METAL STRAP N0. DATE DESCRIPTION (PROVIDE BY JM) .;{ 1 12-02-ZZ SDPRICING OVERIAPWELDEDMIN. -•{+= { 2 1-10.23 DO PRICING 11?(38mm) mxz 3 -237 90%GO CONTINUOUS -- S21P3 PERMIT SET JM TPO ROUND SPLIT PIPE - BOOT FLASHING ii:• -- .- WELDFLASHINGBASE - 11f (40 MN)MINIMUM LLQ•- TO FIELD MEMBRANE __ CONTINUOUS WELD 85EALAT�TEMPERATUPE RESISTIVE CAULK MINI VI I.mm) �f - A0 - I SHEET METAL RAIN COLLAR PER SMACNA OR NBCA CONTINUOUS T_ _ - MUST BE WA ERTIGHT) FASTENED TIGHT AROUND PIPE WITH PIPE STRAP J•:1L{tR:T;'tA :LS.. --••••�• •. V((P SHEET METAL FLASHING AROUND PIPE ABOVE ROOF MEMBE SECUD TO DECK WIN OEM ":Df'fI. a '�/'•s'v:• /L' .:^ j � � gEO I APPR°P-EEFFASTENERE :U,+s- IF 3M CNA RNRGA .....-...... '..y...- T� -:....�.6. - •"•'-r "�•��'�'^' "-•• - - JM SINGLE PLY LVOC CAULK ..""..1e"• �. ..' 1P0 HEAT WELDED SEPM '- JM TPO EDGE SEALANT �� _••_, ..�•��•�"ST• / I JM SINGLE PLY SEALING MASTIC AD ERE WALKPADS WRH ��-�-•-M":.. y. JAI MEMBRANE ADHESIVE- -si'ri t JM TPO DETAIL MEMBRANE W PAPPED AROUND AND INSTALLED BOOT UNINSTALLED BOOT _=Tarr' r=__ = ADHERE°T°METAL FL,(20NGWITH ABOVE FIELD P° SEE NOTET ___ ..L pN�E SY MEMBRANE.SECURE AT TOP WRH S.S.CLAMP.HEAT ••1S � r•• E4� Fe� AND WELD ONTO DETAIL MEMBEMIE AT BASE TO ISOMETRIC VIEW ISOMETRIC VIEW _;_ ' , -. P HOLO ADHESIVE BACK Z• x• _ PHO a•E `TL FORM AIIT(13mml MIN.TURN OUT (81 mm)FROM WALINAO r. : - -, - p\-N'E� EN EDGES •'AL'•�;� •OF -= 0�Of E MINERAL WOOL OR FIBERGLASS +1Ye{F��.";";--'- ly 0 4P 4P INSULATION (• 'rye::~ :� '9Gyp2 NOP OP GAP. JM TPO DETAIL MEMBRANE WITH UNDERSIZED HOLE - •-••-•• .•PL:...:. q 4�y�+'.5 AL1 CUT TO CREATE A 1'25 mm MIN TURN UP ONTO U) --_ ��- •�Ny S"'U�•LI� METAL FLASHING.IF UNABLE T°IrvSTALL IN ONE PIECE, v' 1..OTFEE R TO JOHNS MANVILLE WEBSRE NY .j,p )FOR MOST UP-TCL s 6• G INS TALL USING TWO PIECES OVERLAPPING 1112•(28 J DATEINFORMATION •L �`�• T EG4Y 1 mmI MIN.ANO HEAT WELDED AT SEAMS Q jmWGLEPLYLVOC 2. A.YCARPENTRY OR METAL WORK SHOULD BE DESIGNED AND � ' \iVi1 •\1J,VT'\" I 111Y 136 MM) L CAULKLONSTRUCTEDIN ACCORDANGEWITH LOCAL CODEREQUREMENTS _ p -I� JM T MEMBRANE IL- AN ADJUSTABLE METAL STRAP DIOR PROJECT SPECIFICATIONS.THESE COMPONEM55HOUL0 DE ,,1KRIE 1 MIN.WELD CONTINUOUS f MECHANICALLY W (PROVIDE BY JM) REVIEWEDM'DAPPROVEDBYALICENSED DESIGN PROFESSIONAL �� YJ�PyNF" POST I FASTENED OR FULLY 0 +' 3. STANDARD JM ROUND SPLIT P PE BOOT 512 ES ARE I.2•.3.9.5'd V. •NAyy ,ApPOOM OWN�P� - ------ -- ADHERE. JIM TPO LL JM SINGLE PLY SEALING MASTIC �rgOH4P0 tp QP" 9 MEMBRANE FRfO 'INOP`'� 1 ADHESIVE(FOR O JM TPO ROU NO SPUR PIPE BOOT ` 5 y(1T3N FULLYADHERED FLASHING B O4H,o �_J SPEC YI)FICATIONS Of JM APPROVED FASTENER AND PLATE MIN. ��p}� APPROVED DECK Z WELD FLASHING BASE TO E CF(4)AROUND PIPE.PENETRATION \' l O FIELD MEMBRANE MIN.1 E DEPENDANT ON DECK MATERIAL(S).SEE ROVED FASTENER AND PLATE i(2•S-)CONTINUOUS o SPECIFICATIONS FOR FURTHER ib M.�F1111FEA.HESNE TES- PJIM ENETRATION DE ENDANT ON DECK _ (FOR ADHERED SPECIFICATIONS 11O RE JOHNS MANVILLE W EBSRE(www.j-.1 FOR MOST UP-TO-DATE INFORMATION. MATERIAL(51.3EE SPEgFICATiONSFOR J ONLY) 2. PLEASESEESINGLEPLYFLASHINGSPECIFICATIONS FOR AFULL DESCRIPTION OF FURTHER INFORMATION INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED APART OF JM TPD MEMBRANE FULLYTHIS DETAIL. NOTES: Q1•1 ADHERED OR J. MY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN t. REFER TO JOHNS MANVILLE WEBSITE(wwxjm.cam)FOR MOST UP-TD-0ATE INFORMATION. I.L 112'(38 mm) MECHANICALLY FASTENED ACCORDANCE WITH LOCAL CODE REQUIREMENTS ANDIOR PROJECT SPECIFICATIONS. 2. PLEASE SEE SINGLE PLY FLASHING 3PECIFICATION3 FOR AFULL DESCRIPTION OF MW.WELD CONT. THESECOMPONENTS SHOULD BE REVIEWED AND APPROVED BYA LICENSED DESIGN INSTALLATION INSTRUCTIONS AND REOUOREMENTS WHICH ARE CONSIDERED A PART OF TPOE• SEALANT IFREQUIRED PROFESSIONAL. THIS DETAIL. LD <. JM TPO EDGE SEALANT IS REQUIRED ON ALL CUT OR NON-ENCAPSULATED EDGES OF 3. ANY GARPENTHY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN a REINFORCED MEMBRANE.THIS INCLUDES FACTORY CUT MEMBRANE(SEE DETAIL T- ACCORDANCE WITH LOCAL CODE REQUIREMENTS ANDJOR PROJECT SPECIFICATIONS. MSO'). THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN Z - 5. G_EAN MEMBRANE SURFACEPRIRTO WALKPAD INSTALLATION WITH TPO MEMBRANE PROFESSIONAL. CLEANER. 6. JM TPO EDGE SEALANT IS REQUIRED ON AJLCUTORNONENCAPSULATEDEOGESOF W DONOTINETALLWALKPADS OVERMEMBRANESEAMS. REINFORCEDMEMBRANE.THIS INCLUDES FACTORY GUT MEM BRANE(SEEDETAILTME-011 T JM APPROVED AOHESNES FOR ADHERING TPO WALKPPDS ARE JM LVOC MEMBRANE 5. MAMMUM 150 DEGREES FAHRENHEIT AT SURFACE OF OUTER SHEET METAL FLASHING. - ADHESIVE ITPO 6 EPDM).JM MEMBRAE BONDING ADHESIVE(TPD S EPOM)AND JM TPO ..... WATER BASED MEMBRANE ADHESIVE. APPROVED DECK APPROVE.DECK I T-PT-05-TPO WALKPADS OVER ADHERED TPO Q-AO,91 A MEMBRANE T-DV-02-VENT PIPE (HOT) SCALE:AA:Ia 6 T-FP-04-TPO SPLIT PIPE BOOT (ROUND) A SCALE: NOT TO SCALE SCALE: NOTTOSCALE DRAWNBY WRSIMW;MJ;Mf SCALE: NOTTOSCALE PROJECT NO.:2022352 c KEYNOTES SHEPPHIRO NO. DESCRIPTION DETAIL ASSOCIATES avlsON"Emsnw 02131 D53--,Trolcu-c cowomows ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 02.02 IDEMO FLOORING TO CONCRETE SIAS CALABASAS,CA 913112 02.03:DEMO DOOR.TYPICAL 310.670.9144 Wi.S�sh¢Pa¢.cOm 0].04 DEMOATTACHEOFUNNISHING ANDEOUIPMENT,TVPIOAL _ rvwcs 02.05•DEMO PLUMBING FImMs,TYPICAL __ a:w mTs¢nay.Tmi 02.06 DEMO SIDING TO SHEATHING 020-/IREMOVE BOTTLE FSI-ER STORE FOR REUSE. f GF Fl"�ti 02.138!DEM E FLOORFINISHES ! E ft 11 O 02.091E FLOOR FINISH TO REMAIN 014!DEMO FLOOR FINISH AT ELECTRICAL CLOSET ARI Y 0211 DEMO FLOOR FINISH AT FIRE RISER CLOSETG �'rl``REO PRC„GA -- � 92.12 IOEMO CIE 1��- * J" ` ENSEN ERAIIII nsHEppnuTBFGn IDn L cIENSE NUM BER RR torsosoS NG 111- D ENTAIE--SIDEROD G—D.AD -- µE0 Arv0THE scrv4ruRS MusreE VEaIRFO TDN wm,C-133, rc William R 9neppfRtl 0-5M1ep, - Rs"'N. ' CN=Wlllam ' � F 3W'208505.23 � 1 I 1 l� T �— -- - -�_._, : 1 Atlantic Beach Country Club Phase 1 _ k - _ - Co n Documents 600 Selva Manna D Atlantic Beach,FL 32233 _ f y • REVISION NO. DATE DESCRIPTION 1 12-02-22 SDPRICING 2 2-10.23 1 DO PRICING 390Y"CO 4 52.23 PERMIT SET otos --a S J (i/ r J L LL w �yJ W 1 w Z co J D C — UO I PLAN LEGEND , , � 11209 w EASTING WPII Lij RO fes/ G oEMO WALL , 02.12 - , LU r NEWWALL J 2.11. _ -1 —� V, w O6Of — ,2 MAT—INE NEW WORKKETNOTE At IVALLTAG.SEE 1-11)THRU a 101 DOOR TAG,SEE 0.A020 THRU 0-A0.23 W1 WINDOW TAG.SEEGAD.29THRU0.A0.23 1 A 1 .0 1 PHASE 1 -MAIN CLUBHOUSE DEMOLITION FLOOR PLAN 2 PHASE 1 -FITNESS CENTER DEMOLITION FLOOR PLAN VALE:1, SCALE: 0 2D 2 4I A AEE 6 SCALE: 0 22®6 ORAWNBY WRS!MA;MI;NY 118"=V-0" 116'=1'-D' — PROJECT NO.:1011-351 KEYNOTES SHEPPHIRD NO. DESGRI-011 -AIL ASSOCIATES PNISION o?-EXISTING CONDITIONS ARCHITECTS+ENGINEERS 0201 1. CEILING ANO ALL P590CIATED AIR TERMINALS,LIGHTING,AND DEVICES ATTACHED THERETO. 26566 AGOURA ROAD,SURE 106 02.02 SELECTIVE DEMO OF CEILINGTOPROODEREMEDIATION ACCESS CALABASAS,CA 91362 b 310.fi70.9144 wits@shepae.cnm 02.03 SELECTIVE DEMO OF UPPER WALL FINISH TO PROVIDE REMEDIATION ACCESS T•�,`I_-- 02.01 DEMO CEILING � I I _ I I i I I I-��I -f r 4l •1 R.5'•90 �`r,' rfI Il,A•rf ?r�, �1. �V AR1 �I* :. i.�❑� — — � �yyf £REO P/RG BwiulEM�iw srl�i ar slsNEOIL � MESrAMP3NBwHGIUEl KETAL =,lt•-`y < —ELECTRON-0111S s "DB SIBnE pinio r sE.EBAND a ❑—❑❑❑��+-i�'I�f Y+1narn RBPeFP ICE ~ _ _� - -. � _a1'��"I-'�'-t�-�--F-F'i'��R'-T-�'f—,'�-�=1=-F--� Ewn�n I I I I I I I I 11 1 I I I I I I I I I I I William P STBppNbd O.SM1e9Pti�ae.�Om, Y �1 -� I I I I I —he*;CN Wiliam -7 1 1 � � " -T-Y 1-� I`+-! I 1-.-F.y rte I i--1-I-T'�-I-+-I 0626350I0o pi La._ L.1:..L"LJrl,1=-J—�' OL Adantic Beach Co,,t,y Club- Man is Beach Country Club Phase 1 ®®® Construction Documents _-r - �- -_- - - 1fi00 antic B a Manna Drive Atlantic Beach, n Dive REVISION -mss- NO DATE DESCRIPTION 12-02-22 SD PRICING i� I 2 2 10.23 DD PRICING 3 }30.33 90Ye C0 52329 PERMIT SET I 02.03`- 02.02 02.02 r.^^ (+J r o2.ea W J 1 __ Z W j H I LL W W rn- i O � m 0 J J PLAN LEGEND I I z o , 2D4 1 �.: ,• ¢ w EwsnnG wAu I I - oz o` _ � I '110/M/ DEMD wAur=' .: W r _ i i�_� t 1.,.�_�I i Lu E I I.r "1- L.. - -� U) Z �.. W L rr M1 Da,o1 NEW WORK KEYNOTE \`1� ^ 5 — MATCHLINE - 1 j Li 4YALLTAG,SEE DAO.S.THRU 0.A0.53 I (� —_� ❑t - 4 N O DOOR TAG.SEE O-A0.20 THRU OA0.23 L n WINDOW TAG.SEE 1-20THRU-23 1 -Al .l PHASE 1 -MAIN CLUBHOUSE DEMOLITION RCP2 PHASE 1 -FITNESS CENTER DEMOLITION RCP SCALE: SCALE: 0 2 a a FEET 1s SCALE: B DRAWN BY:WR6!MW;MJ;NY 118"=V-0" 1/8"=1'-0" PROJECT NO.:2022-352 KEYNOTES SHEPPHIRD na DEsM"ION DETAa ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 310.870.9144 mil.s&hep—com . /\/� - .wacwrecm.exwaBBca of F" 4 R.s s t � y AR 1 J D�tW GxATUREEPHIME—PIESUO�Tx5DIGDAL OOCUMEMARE NOT CONSIDERED SIQl 1- 1-11 Al—E sf BE VERIFIED On uur ELECTRON C CDPIE�MU S. aa�� -r-B, ON:C=UQ Ewill.s®Mspee.mm, William R SReppM"d p Ehl*n.'ON=William R Sn TMB 2023.0523 Besazs-Droo Adandc I Beach Atlantic Beach Country Club Phase 1 Construction Documents _-—.— 1600 SEW Manna Drive - - Atlantic Beach,FL 32233 REVISION N0. DATE DESCRIPTION ----'-- 12-02-2Z SD PRICING 2 2-1623 DDPRICING 3 3-30-23 W%CD i 4 SZ3Z3 PERMIT SET U) UW WO � O o I Wz Cf) Q Da OZ = O m — J J - U O PLAN LEGEND Z w aCo GMSTING WALL C LL DEMO WALL W H [•— New wAu Z In OB.Dt NWORK KEYNOTE U)J W = U EW a N ——— MATCHLINE WALL TAG.SEE—S0 THRU 0.AD.53 c O DOOR TAG.SEE-E.2B THRU DAO.23 n 1VINDOWTAG.SEE&A0.2DTHRUDA0.23 1 A1 .2 PHASE 1 - MAIN CLUBHOUSE DEMOLITION ROOF PLAN 2 PHASE 1 - FITNESS CENTER DEMOLITION ROOF PLAN SCALE:uB•=- SCALE: D0®B SCALE: D 2 a0 2 4®B DRAWNBY:WRS!MWIMJ;NY c 1/8"=V-0' 1/8"=V-0" PROJECT NO.:2022-352 KEYNOTES SHEPPHIRD NO. OESCRIRTIONI DETAIL ASSOCIATES DmsGN 02.01 E%(SoTzINGWA LL.ttYPECALIays ARCHITECTS+ENGINEERS _ 26560 AGOURA ROAD,SUITE 106 DMS-Ds-METAL CALABASAS,CA 91302 05.01 PAINTED GALVENIZEDTUBULAR METAL E WITH FENC (ACCESSIBLE SELF CLOSING GATE,.-PANIC BAR, j 310.570.9144 WIII.s@shep-ae.99m HARDWARE BLOCK.TO MEETMINIMUM HEIGHT STPNDARDS TO SATISFY POOL REOUIREMEHTS. W1XL5A DIVISION O6-WOOD.PLASTICS,AND COMPOSITES N•A'>< lam 06.01 NEW INTERIOR PARTITION,TYP.IN WOOD FRAME,FINISH PER - Nv-wD�rs.excwesss SCHEDULE( 0602 IN LLOPENING \ 0503 SOUNODAMPENINGWALL.FINISHPERSCHEDUELE 110-A0.5,1 E OF F2C•O DIVISION07-THERMPLBMOISIURE PROTECTION 01.01 GOLF PRO REMEDIATON:APPLY SPRAY FOAM TO FULL HEIGHF OF SHOP -ERIOR WALL CANTLY TO CONTACT UNDERSIDE OF METAL �$} ROOF DECK.SEAL SOLE PLATE TO FLOOR SLAB. pq, APSe5 f`// 122 DIVISION OB-OPENINGS GOMEItb OB.O2 NEWE%1ERIOR ALUMINUM-CLAD WOOD DOOR D-0.20 rfNf0 N9X 'PATIQ y - f1 0603 NEW--R OR ALUMINUM.CLwO WOOD PAIR OF D00R5 JN-A0.30 A ^• I BEfry ftECTRONI,PHEREF.C r- -� ONIBION 09-FINISHES LET (CENSE UMBEHAR 125 a ON TUE DATEANDISTIMESTIAP URI - - 09.02 REMEDIATION:REMOVE AND REPLACE WALL FINISHES TO SIGNATURE AREUTCON910EOETMsISINGA 010RAL PL LOW CAVITY INSULAnM AND SEALING. H IED AND - - SEALED AND THE SIGNATURE MUST BE VERIFIED ORDS NEW FLOORING.SEE ID rvAm'ELECTRONIC C ITgla`uF SEle1 by GOLF PRO DNISIOry t0-SPECIALTIES WMBmft SNeppNiN GOLE, SHOP pp .. 10.01 2A:10B:C FIRE EXTINGUISHER IN RECESSED CABINET ON:C.UB 1 j� TOR OFFICE PIOOB WIIIam R Shapp Aeaoo be CN.wam NIN. Rtl IT L DIVISION t2 FURNISHINGS 126 12 rC J, 1-- ,� ♦,.♦ O +` l 1 2.01 CWNTERTOP,TVPILPL.SEE 10 Dye.X0529 �- MEN'9 - - r - - f 12.02 OUARTZITE COUNTERTOPAND 2x WOOD FRMIED SUPPORT 11110.A0.52 IEYOTOV LOCKERS v �� ` PGGE3MBLE,j WALL. 29 .. - =RE83ROpOM,,� EDGE..j - ❑ BEVERAGE 1203 SERVICE COUNTERWRH WOOD FRAME SUPPORT WALLAND 1210.A052 L [ - - II wnoow GATE.SEC L BAR DINING 1318 12.0 COUNTERTOP FOR T-PICK UPI DROP-OFF AND COFFEE LK-lo i LOGGM -CHEN SERVILE.SEE 10 021 ,31 1 1 12.05 JBUILT IN DESKTOP WNHSTORAGE CASEWORK BELOW.SEE ID.. DIVISION 21-FIRE SUPPRESSION __ I/ MENSTr RESTROOM LIQUOR FOO I 2101 RELOCATE FIRE RISER,SFE FP PRIVATE SHOESHINE•'' I P VESTIBULE STORAGES AREA URINALS' PRIVATE FOYER COO-0 VESTIBULE SERVILE ❑ I DIVISION 22-PLUMBING O O 1,9E RESTROOM 0 � L 111 112 -0 0 120- ••. I I 1312 I 2201 RESTROOM FIMURES.TYPIC.V..SEE PLUMBING _i r .. -1= �✓G?aG> pLCESMBLE ME-IIIIS�� WOMENSACCES9EIL£ ❑ 1 2202 RELOCATEOIEI ELICAYEAZY H20 BOTTLE FILLER SEE RESTROO REETROOOY.RESTROOM RE11RT0 M ❑ BEER - - _ I PLUMBING KKKKKK o � o of D 52 i 3 0 OGLER REEZEN 3 DIVISION 2]-HEATING VEN ATION,BAIR CONDITION ACCESSIBLE I _ L - RESTROOM to DINING gY10E' C1]010 P 191E r ,- I 23.01 NEW HEREUSED SEE MECHANICAL.VERIFY IF IEI EQUIP PAD ®�Op 1'WOMEN'S TIB - 1138 1158 P TOILET III1CMESTIBUIE I 12T ❑ CAN BE REUSED I 'LOCKERS I VE l9E =�1p t__i]IC 1I 11B DINING' -- _ --- YESTRIULE 1 VESTIBULE �RF�- 2902 NEW AHU.SEEMECHANICAL. SHOWER -_SHOYJER Al- y I- iB H1 �L `❑' _ COOLE0. I1 -1 . 1�~CL0 DIVISION 25 ELECTRICAL ,SA -T00-ET ❑ 0 2 �-- Ot 2601 RELOCATED AND NEW PANELS.SEE ELECTRICAL ET Q ^FDC;93ER PRNATES VES' :: -IBULEHALL�s1JVE5TIBULE I -- I ELECTRICAL ftjE 91F - -- 'i Lq 11ORY �L-NES/ZPO.MlURl6�5 SOS W�ROON ly 2fi 02 RELOCATE IE PANELSTO ROOM OtOG SEE ELECTRICK A ulantic Beach Q - RESTROOM POOL c LEY cl.v 0 0 0 1111 E R G ZWL£r"Fl Rl QO q -7 °6 -- -�- . _ - - NA ..r.- 10�31G E - ,. To B OME 0 h Atlantic Beach Country Club -RECEPTION 26.. O. - ^ fT TOILET Phase 1 O O [RESTROOM WOMENIACCESSIBC H.M.9' ,04 �FO'4p RECEPTOR -ARE0. NUL ROOM OSE TABLE - , ST® 0 F-6-1- OFFICE ' tOB Construction Documents ® I (� MEBEERSH� WARWG E�� ® DRESSING '` O 0 �__ LJ AGL14-2D LE pCCE551BLE Selva R£sTROI1TH 10T /`�/, _{ ;'__ _ ,�I I RES A2DOM REST Om- I Atlank Beach,FL Driv3 O Oa O 10 C 0._ 126 _, STORAGE STORAb£ WASH ❑ -I- I �.__. l`.'. :- - - 94 _ _.-_ - __ TOILET TOILET .-_ SHpyyER - -.-. � _ 1 40Bc 10fiB sgowER ,102A EooOa-- �L� REVISION [r i� 12s ,aB� _ Oo OTB Z - --y STATION BEVERAGE . I NO. DA E DESCRIPTION -. -Ti OFFlOCE I 1 12-02-22 1 ED PRICING FOYER --- _y' ' 3 t4OING 123 90'%CO O J 52323 PERMITGET c BREEZEWAY -A 09 U2. E%ERCME ROOM o cq PORTICOCHERE E 901 � Lu J 1 j LuH LL WI W Z to 151a--v= 31- St- RECEPTION 2 150 201 t-A5.1 TM FJ YOUTH =Y 1�LE 08.03 f tSOj.t 22.02' 10.01 ZD o 113 07.01 ff - ' U _02 Osa1F-� F M 6 AS PLAN LEGEND 01 09-2 \`146 0� 152A 15M z GROUP NANUAL1 N'309.03m 09.03 Q Lu 1202 -NESS THERAPY NESS ED rl C z Ex13TIrvG WALL f9 152 TRE)OM 06.02 LI am W 109.011 22.01 romm DEMO WALL j RI .Tot" tS ESS 12 a1 ,2.05} _ 3T5 L n NEW WALL .•OtOB O f m 100 09.02 y�RESTROOM 06.02 rE ♦/1 z 149,I 153 919 V/W O6.Ot NEW WORK KEYNOTE _- - 09.03 •x'015 _ UN100M 156 CHECKJN MATCHLINE MECH I F5- ^ I ELEC 1538' gESTq 09.03 C.-HE��E�?]y '1 21 U1 02.Ot 10 GHEE_ Al WALL-SFE 0.A060 THRU 0.A0.53 II ' 23.01 10 DOORTAG SEEOA9.20TMRUGA0.23 O WINDOW TAG,SEE-0.20 THRU 0-A0.23 t`5, 2302 1 \p8 p4 1 -A2. 1 O 1 PHASE 1 - MAIN CLUBHOUSE NEW WORK PLAN -LEVEL 1 2 PHASE 1 -FITNESS CENTER NEW WORK PLAN -LEVEL 1 SCALE:1s-=T-3'L SCALE: IS SCALE: ° z 4 e s DPAY'M 6Y WRSfMW7MJi NY 118"=1'-0" 91 � PROJECT NO.:2022352 KEYNOTES SHEPPHIRD NO. DESCRIPTION DETAIL ASSOCIATES DIG ION67-THERMALb MOISTUREPROTECTION _ 0].01 REMEOIATION:INSPECT MID REAL ANOCOMP PRO AIREC BARRIER ARCHITECTS+ENGINEERS WRGUTNEATTICSPACEWITHEPO%YFOAM.PROTECT 2656D AGOURA ROAD,SUITE 106 TONGUE 8 GROOVE CEILING SURFACE A6 REOUIREDTO PREVENT AIR SEEPAGE. CAIABASAS,CA 91302 DMSION D9-FINISHES b 310.670AI" wilS&hq-ae,com 9.01 SOUND IN3ULATINGMINERALWOOLBATT INSULATION IN wmcsu CEILING OF MANUAL THERAPY ROOM �'�__`� s wv.rmects.s�xF,rtfas Axl? l 112 U�❑ �1 Cr�om` / C J[e1s9 s ERFO P0.G F'�IIIIII1 q;�f pAVT�joD \ _` IIi'._. �. ---�ii', _ _"� _I-_ _- ��,_�� Y �✓ \1 / en ElEcrn MBERAR I° LIC-EGIOME SEPsm USING DIGITAL PIE L DDEUEDAND CTH 9TBEBN EOC-11LETR A n1� PPMhlyneC 6Y MfillamRBM1ePOM1'r0 .GOLF I I SHOP 1-= ___ --- -- ON:CUB. PORCH OFFICE--y EwwlLsePae.mm, ® MERCH.- iNA - 'r- PIATIO NING _ __ � William R Sh°pplmd oda m�cN.w'am 6TOR...-` F,- —E -' =S f - LOCKERS REVENGE BINwc f - h I WNDOW fi �L 124 0�I ]—SNEX I' PRIVATE SHUE$XIN�E"—SATE i STIBULE F0 I StORASE!'� �' I �,�� 1 ~_ 9IF—SE ' VESTIBULE MEA rRESTROOH 1 COOLER MEET®ULE I 7{ 1zoA IICCESMBLEI� "�''�_�--' 9aT...�RESTROO RESTROa STROOM f ,1sc I tT „ro II� ., - - -IR _ I{ WOMENE VEETEItlIFiIA-S�SROOM L - E' - --P'EpWE DINING DOLE EL(t� _��I I- R FRE E _ 1LB�f1��O 1JlD tE _ .A 1138 �� .� } M. E - - � � - -e �•- - IBULE - VESTBULE _r LOCK 3 11ffi l f�'sN'S _ yI 140 '�NESTRDOM , xs. 1 COOLER 'U 1 a ECT--Y -_ PRNATE ... WOMEN'S MEN ; Atlantic Beach 'FDCIRLSER- RESTROOM ms 71VESTISULE' T'lllll —T... _ �- -LAU,DRYREE;Q ��.:�STOROOM I 109 - 106 { t4S Ir 10] 102 - - L£CTRIC LXANICAL - O - -{-. -�l .�r�_.. _-- _�� ` -.v _. .__ _ 1-.- _. _-__ESE-I:E-�N SERVICE -Dt.Ot �! -' Atlantic Beach Country Club LE-aL •�I �1 '-__ - O1a,G , 1s1H - }f I. T= �o 6 . = Phase 1 -EMBRSHIP ConstructionDocumentsCE DENK —RAGE RE DM mSo1600 SBIVa Marina Drive $CCESs ROOM ,T-R _ Atlantic Beah, L 32233MUiURPOEE F".1 srocERESTROO - ,20 .WASH - VEN RE STATION GE -' NO OVISDATE DESCRIPTION - �y '2/1-A2.1 2 22tD23 Op PRIDING 3 3 JOZ3 90%CO IN �'O III1 _ - - - 1 52323 PERIAR SFF I LI I i BREF.-.1A-j O C -O �{ EXERCISE D 9.02 t` AODM I l/t I'-- Poali''lc�o�c'HIERE z__ ' L3 U)111-A2.1 I wJ r t ` MEN'S 1 E LL1 2 e' e a s e i cd J j A6 U a -I . 7 U 902 - V 001 �1/ `n ON O LL -� --- - E» I 2 Y j t.. _ - m fr VE9TI7BULE E; O wPOOX3 BREEZEWAY O ° \ : - PLAN LEGEND °o ° — J RESTROOM GROUP _} m 1405 ; FRNESfi I_' I:. ]- I CZ/ E-TING WALL - ' O o A_ t51 c H AL OR CI .. j CI -_ W DEMO WPiI W Z s3 C NEW WALL c j VJ 'w .� Dfi.Ot CHECK4N NEWWORKKEYNO '-- TET aE MATCHLINE3 STO l WALL TAG SEE O-AD.SD THRU GAG.53 i 19T ��--� f •• *1_•3- ' P CHE56 JX L.� tODt DOOR TAG.SEE 6AO.20 THRU 0-AO.23 REgEeRppMl REsiRO - e 1VINDDWTAG.SEE0.A0.20THRUOAG23 ----------- -.,.9- - - ,639 0 _ -.-._-� -A2.1 1 1 PHASE 1 -MAIN CLUBHOUSE NEW WORK RCP- LEVEL 12 PHASE 1 -FITNESS CENTER NEW WORK RCP-LEVEL 1 SCALE:,N• _ SCALE: o z 6 SCALE: 0 2 4 a FEET 16 DRAWNBY:WRSIhI MUM ® ® PROJECT NO.:2622-352 KEYNOTES SHEPPHIRD no. DE:6cwRnox 1 DETAIL A S SOCIA OCIA T E S avislDry on THERMAL 6 MDISTURE PROTECTION ARCHITECTS+ENGINEERS 07.01 J(N)STANDING SENA COVERED ENTRY 26560 AGOURA ROAD,SURE 196 2 CALABASAS,CA 91302 j 310.670.9144 wi.s�lshep-e• OF F2 � F.S/d o�o I r.�Vt AR trP , P 4 � ❑ oronnrtEvnE,GAI I ovso"Kw501 Fronto! V SIDEREDSIIGNEDNID SEXE I'D TIE%LNA DUFF MVST BE VERIFIED �m�7 Wl•tl 6r DN:c-us e:N�hEpp nvae.�m, William R Sa1AppM1m10.6M1epplvtl Aswuaby CN.YAwam -- .. - RSheppiwtl -- ---- .! FolOW'eBC9.05.23 0628214700 ' I I I El I Ell ch Adantic Bea _—— r 1 � �_— ❑ I r ❑ OOO A0. — ] 11 Atlantic Beach Couniry Club Phase t Construction Documents 3 16DO Selva Manna Drive Atlantic Beach,FL 32233 _ REVISION r NO. pA E DESCRIPTION 211-A2.2 1 '12-Oz-22'FD PRICING 2 -2-,0-23 -PRICING 3 —23,ED%CD -12323 PERMITSET U) VV) 1/1-A2-2 I W LL I t LL LLI Q co A _ I : ADs J r U PLAN LEGEND Q w AD.1 z � z Lu EXISTING WALL I A07s 1 U AD/O�7G DEMO WALL I .... I � ~ U) LL NEW WALL I (!0.15 NEW WORK KEYNOTE I " 2 MATCHLINE A, —ITA.-SEE--....... a 101 DOORTAG,SEE D-M.20THRU 0-10.23 I '� 1 // i W1 WINDOW TAG.SEE OAD.20 THRU 0--0.23 -Y— Yv - _- ■ A2•2 PHASE 1 - MAIN CLUBHOUSE NEW WORK ROOF PLAN 2 PHASE 1 -FITNESS CENTER NEW WORK ROOF PLAN SCALE:,E=1' 1 SCALE 2� PEE _16 SCALE ®6 DRAWNEY:WRS!MWi MJ;NY 1/8"=1'-0" 118'=V-D" PROJECT NO.:2022352 KEYNOTES SHEPPHIRD ND. DESCNVTION DETAIL ASSOCIATES /� 3 DI IIGN NDATION.SEE ARCHITECTS 4 ENGINEERS PCA PCB PCC PCA PCB (PCC 0 OUNDATION.SEE STRUCTURAL A� 2fi560 AGOURA ROAD,SUITE 706 ,A 1` DrvISIDN 05-METAL CALABASAS,CA 91302 IV i 1Z'-fi' tZ-6- T-6' Q-F t2'-6' 1'-fi' 05.01 STANDING SEPM METAL ROOFING TO MATCH CAMPUS I— I 4'-21/4' J 31D.670.9144 wills@shep-ae.scomp 0502 DOF CR�ETiFLM1G 05 04 COLUMN-WITH POST,TVP.,SEE STRUCTURAL 1 DIVISION 06-WOOD.PLTSIMOSTS TECOLUMN.ORAPPR OYED EDVAL ------ 060 —OSE.PAINTED WOOD TSG SHEATHING— —-—-—-— art ' urE \ 06,03 I——PAINTED WOOD RAFTER F2D 0604 EXPOSED PAINTED WOOD CEILING BEAM WITH KING POST TO RIDGE - _--__ I B6115AM 5 EXPOSED PAINTED WOOD HIP AND RIDGE BEAR IAC} IISN IISHES U�•" 09.01DVSUIORFAACECE TO MATCH POOL DECKMEA �jFRfO PR��G-� 1 uLr a DNED DIVISION µOs ENU1.`E NEIFCTPSOHpNRO.FLOR Ofi AH----------- — — — — —_— —_-- — Z6,01=SURFACE MOUN ED UGHTNG OO uNEMA E TMIADORu — — — DDEN6E" 6D.TE I I I COP'ES SEAEDEECTT"RDN s STBEVEa'Eo d2 DN:C.US,: 06.02 William R BpphDd O-Shaae 0IE .rnm RE , DS. AN ON—II.. 6.06 R S"vp •M Mq 2G01 D '202a.05.23 OAi^&26.0'I00' 4VOrLB NO�sE FIRE PITMEA POOL CABANA FLOOR PLAN2 POOL CABANA RCP SCALE: 0 z FEET a SCALE: 00 1® PCA PCB PCC Atlantic Beach D6.G, (PCC PCB PCA os.Dz] i � i � i — 12'-6' 17-P 2•0 F I I I I 1 CABANA ROOF Atlantic Beach Country Club Phase 1 A2. s•;'-0 - 6.11'-0)I_ s Construction Documents 1600 Selva live Anal c Beach,FL 3lina 2233 II = I REVISION NO. DATE DESCRIPTION —- 1 12-02-22 SD PRICING ]- I 2 22323 PERMIT SET T LFINISHGo DE�1 asazs so�cD I I I -ISI III—I I _ _ �7 III—I I—III—I I I —I . : .1 —I 11-1 I IJ 11 —I — — 3 POOL CABANA ROOF PLAN4 POOL CABANA NORTH ELEVATION SCALE: DD 1 2 MET® SCALE: 0 I 1/4"=1'-0" 1l4"=V-0" od u) z Q J PC1 PC2 PC2 PC1 Y PCA PCB (PCC 0 U) W Z I z I u - I CABANA ROOF -- CABANA ROOF Q w I I U I J I I I I I j j 0 I I I I I I I a 1 1' 3 POOL FINISH GRADE __ - _ OOL FINISH GRADE Ll LLI —III—III—I I ' — T . III—IIII L—I I —I 11=1 I III—III—I I 111-1 --=1 1 1—m—m=' =1 11=1 11=1 1=1 I I=1 11= 1=1 1 1 I— _ `i I— 1-1 11=1 Q B I I_—I 1' —1 I-1 I-1 I-1 I I_ _ I-1 I I-1 -1 I r�r f-1 I-1 I_----III—III—I I!__' •I_i I I_-IL, I_I 11 I- I-1 I_I L a —II I—I I I=1 11=1 1=1 1=1 I—II 1=1 11= 1 -A2.8 POOL CABANA SOUTH ELEVATION G POOL CABANA EAST ELEVATION POOLCABANAWEST ELEVATION SCALE:14 SCALE o t® 6 SCALE: 0 10 2 7 SCALE, a z® DRAWNEYWRSIMWIMM PROJECT NO.:2022-352 KEYNOTES SHEPPHIRD x0. DESOR1PT10x DETAIL ASSOCIATES DIVISION O7-THERMAL&MOISTURE PROTECTION ARCHITECTS+ENGINEERS 07.01 REMEDIATION-INSPECT PND SEAL AND COMPLETE AIR BARRIERWRNIN THE ATTIC SPACE WITH EPOW FOAM.PROTECT TONGUE&GROOVE 26568 AGOURA ROAD,SUITE 106 CEILING SURFACE AS REQUIRED TO PREVENT AIR SEEPAGE. CAIABASAS,CA 91382 DIVISION 09-FINISHES j 310.670.9144 w111.6@6Nepae.com 09.01 VAULTED DIRECT APPLIED GWB CEIUNG =1T—..— B 11xcz is 09.02EMEOIATION:REMOVE ANO REPLACE APPROXIMATELY 2-FOOT STRIP OF - mwmT�mm CEILING FINISHES TO ALLOW CAVITY INSULATION AND SEALING. 0903MEDIATION'.REM1— HES AND REPLACE Well FHES TO ALLOW CANTY fPA. �0ics INSULATION PND SEALING. 09.00 INEW SUSPENDED ACT CEILING 09.05 NEW SUSPENDED GWB CEILING SE p6 F`C9,h '2 C 09.06 INEW CEILING p L�ARt SIGNED wlLUxa R�S�EPPMIO R.FIL SNSE NUMBER AR 1011—THE DATE 09.03 R0vi E30F THISxGITAL \ DOCUMENT PEI NOT—SIO RED BIGI BE D io 0 ® p p p' ® p GNAN,E NOM0CCPre3"° dP ON:c=G$ 09:02 EgnII.sWNepaF.rom, William R O !,.po* AxocrtM,.CN-W41iam R Snep ATd - QYx 20E405.29 0 p p 0 DBaexa9r90• - 09 O6 09.02!' O O O 0 O E%ERCISE ROOM 1 1 O O ID 0 I � , I I i O Q I Atlantic I ' I ■ Ba 6•-0 <-n 1N' ,-11314• Atlantic Beach Count Club Phase 1 Construction Documents w ED ED ED ED I 1600 Salve Manna Dnve Atlantic Beach,FL 32233 REON 12 6 i I NO. OVISDOTE DESCRIPTION 2-221 SO PRICING VESTIBULE' 1 NEST®ULE , 2 2.10.23 DDPRICING ® -- 144 o 0 Q o °9.01,1-� I� U9.09 0 52323 PERMITSET - _ I -'--- , j { Q MANUAL: i-- LAUNDRY'. I`V - O 1 I BREEZEWAY n l GROUP •Y '.�t;ElRRWOR `9 0 10'-S N FRNE6& 3 _ .MEN'S POOL WOMEN'S I 010A _ -- _ 14 RESTROOM RESTROOM _ 151 — - ..., �.: Fill 1 b`ReSTnoDM o o 0 0 ° 7 15: LL ® _ p l UN I BTDMGE I 009 -0 ffj - ACCESSIBLE 1 6T1 - Q O0A1R�ooM II, JQ N RESTROOM RESTROOM �II LL s 11 I t49 F— EST090 Q 4 w '^ O9. Co I; II- — w Q s o- 1 -A3.5 PHASE 1 -FITNESS CENTER RCP-LEVEL 1 SCPLE.r scnLe °D® ORAWNBY:WRSIMWiMIi NY Fq PROJECT NO.:2822x52 211-ASO KEYNOTES S H E P P H I R D NO. DEdCNIPTION oEraL ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGODRA ROAD,SUITE 106 1 CALABASAS,CA 91302 310.570.9144 will s@Sh.;-- I I I I I 1 I I I I I 1 E o - i + - 1 (\ EReO ARGati 1 � - TNIS 1111"Al III I AT r3 i E �T3 EU 5 DNI SEALED EO ANOTH ORPAft E, i RSM1y D FE 2(@405, -- -- = - - � - -' •-- _ _ = � _ -�) - - rA = -- Imo- I __) F � L -- — _ _ - — - - _ - 01 MCH FIRST FLR — 1 / — _ V 01_p^ Beach-- Adandc PHASE 1 - MAIN CLUBHOUSE BUILDING ELEVATION -EAST AtlanbcBePan SC'untryClub SCALE: 0 I® 114"=1'-0" OnSfNCtIOn Documents 1500 Selva Marina Dive AHantic Reach,FL 32233 A5.0 I 1/1-A5.1 REVISION 1 O NO. DATE DESCRIPTION 1 tO 5.1 1 112SO PRICING 1 1 z z-1-Slaza oo PwclNG 1 1 3 5=MEI 3 ER3 PCD 1 5212MR SET I I 1 1 I 1 1 I I I 1 i� F— U) U w < Z W I l off', I I LL zz W Co Lu _ _ ■ ILLI -- _ - 7_1.7 Uz LEGEND Z) - - EXISTING WAIL r lL Q%O�F�G/. 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DATE DESCRIPTION It2-02-22'S0 PRICING 2 2-10.23 OD PRICING 3 30.23-90%CD 52}23 PERMR SET V Z 0 m0 Z W Z Z W — - — W Z r_- - H O - - — - — LEGEND u H 0 EKISTING WALL W UJI —j El � OEM.WALL V///W 01 MCH FIRST Q NEW WALL 06.01 NEW WORK KEYNOTE 0].03 0].02 =00.02 ... MATCHLINE WALL TAG.SEE-A0.-THRU 6A053 — 101 DOORTAG.SEEl-A0.20TH-T 23 1 -A5. 1 PHASE 1 -FITNESS CENTER BUILDING ELEVATION-NORTH w10 WIND-TAG.SEE 0.AO20 THRU 4A023 SCALE:Psnb eetl 2 SCALE o 1® DRAWNBY:WRSIMWFMJ;NY PROJECT N0.:2022352 1/1-A5.3 KEYNOTES SHEPPHIRD No- DESCRIPTION oETAUL ASSOCIATE S DIVISION O6-WOOD,PLASTICS.PND COMPOSITES SHAPED ENDS. ARCHITECTS+ENGINEERS Ofi Ot PAINTED W000 BEAM WITH 06 02(PAINTED WOOD KNEE BRACE.TYPICAL.MATCH EXISTING 26560 AGOURA ROAD.SUITE los - CALABASAS,CA 91302 DIVISION AL O]-THERMS MOISTURE PROTECTION -- j 310.67C.9144 will.sgshelsae,COAL 07.01 REMEDIATION.REMDVEINTERIOR TRIM AROUND DOOR AND SEAL'INmsu SPACE 07.02 REMEDIATION:REMOVE TRIM AND INSTALL NEW FLANGES AT ELECTRICAL sAcrs�ricaet� OUTLET BOXES.TYPICAL AT ALL EXTERIOR OM US, 0].03 0.EMFDIATION:REMOVE LIG IT SCONCE AND TRIM AS REQUIRED TO SEAL' PENETRATION IMO WALL CAVITY.TYPICAL AT ALL EXTERIOR SCONCES 0].04 LOCAREMEDIATION:INSTALL BRICK CAP FLASHING AT ALL BRICK KNEE WALL �� DF F(0,y0 -= I TIONS. Q 1 r __ I 10].05 STAN DING SENA AWNING WITH GUTFER 6 DOWNSPOUT �k _= I :0].06 PAINTED METAL CAP ELASHNG OVER EXPOSED WOOD BEAM ylTi AR-1 --- —_ - - _I- FRED ASC. 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O I ——— MATCHLINE S I WALL TAG.SEE—% 1A0.63 101 DOOR TAG.SEE 0.A020THRU0-A023 1 -A5.3 2 PHASE 1 -MAIN CLUBHOUSE ELEVATION -WEST W,3 WINDOW TAB.SEE 0.A020 THRU 0.A023 SCALE: ° 1® SCALE:BY:WRS OECTT NO.:2022-352 Mi h1J�NY 114'=V-O' SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 i Beach Country v.nmeABASAS oCA 9n•,o02, �0 Atlant * c310.E70.9W will.s�shepae.[ Club PHASE 1 : PERMIT SET BUILDING 1 .AR�A�� F FREO�A�R'G C' MAY 2312023 NNAoo` ' PoEa os�rveo arvo E.Bnll.s@anepae.cam. ��•: William R`.A pplrtd D-6nepyve f � -. - _ apodaM,CN=William Adamc Beach f 3e�axe.�w 4 -LAtlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 - REVISION NO. DATE DESCRIPTION 1 11-2218-ICING DDP DCING 9 }2}23 PE-SET i 1 LU LILI J 2 U) W J H F F — I I I il '1 Ll .-1 - fi SCALE:11—,DRAWNBY:WRSIMN'UIM PROJECT NO.:1022352 SHEPPHIRD PLUMBING C-3.01 SITE PLAN-AREA 1 ASSOCIATES SHEET NO. SHEET NAME O-PO.0 PLUMBING LEGENDS AND NOTES C-3.02 SITE PLAN-AREA 2 ARCHITECTS+ENGINEERS 0-P0.10 PLUMBING DETAILS C-3.03 SITE PLAN-AREAS 26560 AGOURA ROAD,SUITE 105 STRUCTURAL C-4.01 GRADING AND DRAINAGE PLAN CALABACA 91302 1-P1.0 PLUMIBNG SCHEDULES d3t0.670.970.97M wills@shepae.wm 0-50.10 MAIN CLUBHOUSE STRUCTURAL GENERAL NOTES C-4.02 GRADING AND DRAINAGE PLAN w56 1-P1.1 PHASE 1-FITNESS CENTER-PLUMBING PLAN LEVEL 1 C-4.03 GRADING AND DRAINAGE PLAN 0-50.11 POOL CABANA COMPONENTS AND CLADDING 1-PD1.1 PHASEI-FITNESS CENTER PLUMBING DEMOLITION PLAN-LEVELI C-4,04 IMPERVIOUS AREA EXHIBIT-COUNTRY CLUB PARCEL IMPERVIOUSAREA EXHIBIT-COUNTRY CLUBPARCEL 0-50.50 MAIN CLUBHOUSE SPECIFICATIONS ' C" 1-PD1.2 MAIN CLUBHOUSE PLUMBING DEMOLITION PLAN-LEVELI-PHASEI C-4.05 IMPERVIOUS AREA EXHIBIT-PETE'S CAFE 0-50.51 MAIN CLUBHOUSE SPECIFICATIONS C-5.01 UTILITY PLAN 0-50.52 MAIN CLUBHOUSE SPECIFICATIONS 0-53.10 FITNESS CENTER FOUNDATION DETAILS ELECTRICAL C-5.02 UTILITY PLAN LI }, of i2 0-E0.1 ELECTRICAL COVER PAGE C-5.03 unuTYPUN R ��oI 0-53.11 POOL CABANA FOUNDATION DETAILS O-EQ1O ELECTRICAL DIAGRAMS C-6.01 PAVING AND DRAINAGE DETAl15 0-56.10 FITNESS CENTER WOOD FRAMING DETAILS SWPPP-CONTRACTOR'S CERTIFICATION 1-E1.0 PHASE 1-FITNESS CENTER ELECTRICAL DEMOLITION PLAN-LEVEL 1 C-8.03 �v AR 1 0-56.11 POOL CABANA FRAMING DETAILS C-6.02 PAVING AND DRAINAGE DETAILS %~�J •. 1-E2.0 PHASE 1-FITNESS CENTER POWER PLANLEVEL 1 srER 0� ' 1-51.1 PHASE 1-FITNESS CENTER PARTIAL FOUNDATION PLAN 1-E3.0 PHASE 1-FITNESS CENTER LIGHTING PLALEVEL 1 C-6.03 PAVING AND DRAINAGE DETAILS ED NO 1-51.2 PHASEI-FITNESS CENTER PARTIAL ROOF FRAMING PLAN C-6.04 PAVING AND DRAINAGE DETAILS HASBEEN ° D 1-51.3 j PHASEI-POOL CABANA FOUNDATION AND ROOF FRAMING PLANS W-57D-1 JEA STANDARD WATER AND RECLAIM DETAILS ct°seni°ween lio a?s oni onr�R� FIRE PROTECTIONv moa OIE srarvr sa°wN uswD A DImTAL W-STD-2 J EA STAN DARD WATER AN D R ECLAIM DETAILS 51�NA1ERE.PRIED COPIES OFrws 1-FP-01 PHASE 1-MAIN CLUBHOUSE AND FITNESS FIRE SPRINKLER SYSTEM ENGINEERING CRITERIA W-STD-3 JEA STANDARD WATER AND RECLAIM DETAILS = * Nsl NAT aE STBE-r- ARCHITECTURAL a+AN ELOCTnoNlicoilES ND 1-FP-02 PHASE 1-MAIN CLUBHOUSE AND FITNESS FIRE SPRINKLER SITE PLAN W-STD-4 LEA STANDARD WATER AND RECLAIM DETAILS qaetl T1.0 TITLE SHEET 1-FP-03 PHASE 1-MAIN CLUBHOUSE AND FITNESS HAZARD CLASSIFICATION PLAN W-STD-5 JEA STANDARD WATER AND RECLAIM DETAILS A.FITZor 1 on:Gus T1.1 SHEET LIST W-STD-6 JEA STANDARD WATER AND RECLAIM DETAILSE-wII.sB•Mlmae.wm, William R SnppMd O.ShejglYr4 T1.2 PHASE 1-OVERALL SITE PLAN FIRE ALARM 5-STD-2 JEA STANDARD SANITARY SEWER DETAILS AES,,.ppa,CN=WJliam T1.3 PHASEI-OVERALL BIRD'S-EYE VIEW eBnroMEs 1-FA-01 PHASE 1-MAIN CLUBHOUSE AND FITNESS FIRE ALARM DESIGN CRITERIA FIRE ALARM SITE PLAN 5-STD-3 JEA STANDARD SANITARY SEWER DETAILS J E.%GlUU?a 0-A0.1 ARCHITECTURAL GENERAL NOTES,SYMBOLS&ABBREVIATIONS 1-FA-02 PHASE 1-MAIN CLUBHOUSE AND FITNESS FIRE ALARM PLAN [-8.01 EROSION CONTROL DETAILS 0-AO.2.1 PHASE 1-MAIN CLUBHOUSE&FITNESS CENTER CODE ANALYSES TABLE 14A-03 PHASE 1-MAIN CLUBHOUSE AND FITNESS FIRE ALARM DETAILS C-8.02 SWPPP-CONTR.ACTOR's REQUIREMENTS O-AO.2.2 PHASE 1-MAIN CLUBHOUSE AND FITNESS CENTER OCCUPANCY PLAN-LEVEL 1 0-AO.2.3 PHASE 1-MAIN CLUBHOUSE AND FITNESS CENTER OCCUPANCY PLAN-LEVEL 2 LANDSCAPE FOOD SERVICE 0-A0.2.4 PHASE 1-MAIN CLUBHOUSE AND FITNESS ENTER EGRESS AND ACCESS PLAN-LEVEL L-1 OVERALL MASTER PLAN F51.0 OVERALL FOODSERVICE EQUIPMENT PLAN l-2 MASTER PLAN CLUBHOUSE and AMENITY AREA 0-A0.2.5 PHASE 1-MAIN CLUBHOUSE AND FITNESS ENTER EGRESS AND ACCESS PLAN-LEVEL FS1.1 FOODSERVICE EQUIPMENT PLAN L-3 MASTER PIAN BAG DROP AREA O-A0.11 ACCESSIBILITY DETAILS FS1.2 BUILDING CONDITION&VENTILATION PLAN L-4 MASTER PLAN PETE'S TURN AREA O-AO.12 ACCESSIBILITY DETAILS F51.3 PLUMBING ROUGH IN PLAN L-5 GEOMETRY PLAN CLUBHOUSE AREA 0-AO.13 ACCESSIBILITY DETAILS FS1.4 ELECTRICAL ROUGH-IN PLAN L-6 GEOMETRY PLAN YOUTH PAVILION AREA O-AO.14 ACCESSIBILITY DETAILS F52.1 FOODSERVICE EQUIPMENT PLAN L-7 GEOMETRY PIAN PRO SHOP AREA 0-AO.15 ACCESSIBILITY DETAILS FS2.1A UTILITIES SCHEDULE L-B GEOMETRY PLAN BAG DROP AREA 0-AO.20 PHASEI-MAIN CLUBHOUSE-&FITNESS CENTER-SCHEDULES ,F52.2 BUILDING CONDITION&VENTILATION PLAN L-9 GEOMETRY PLAN PET E'S TURN AREA 0-AO.30 DOOR&WINDOW DETAILS FS2.3 PLUMBING ROUGH IN PLAN L-16 HARDSCAPE DETAILS 1-A5.2 PHASEI-FITNESS CENTER BUILDING ELEVATION-WEST -L-11 LANDSCAPE PLAN YOUTH PAVILION and PRO SHOP AREA O-AO.31 DOOR&WINDOW DETAILS F52.4 ELECTRICAL ROUGH-IN PLAN F53.1 FOODSERVICE EQUIPMENT PLAN L-12 LANDSCAPE PLAN BAG DROP AREA O-AO.32 DOOR&WINDOW DETAILS L-13 LA AdWITic Beach 0-A0.33 LOUVER DETAILS NDSCAPE PLAN PETVITURN AREA F53.2 BUILDING CONDITION&VENTILATION PLAN L-14 LANDSCAPE DETAILS F53.3 PLUMBING ROUGH IN PLAN L-15 ILANDSCAPE SPECIFICATIONS .0-A0.40 MOTORIZED SHADE SCREEN DETAILS F53.4 ELECTRICAL ROUGH-IN PLAN Atlantic Beach Country Club 0-AO.50 WALLTYPES F54A FOODSERVICE EQUIPMENT PLAN SITE ELECTRICAL Phase 0-AO.51 WALLTYPES FS4.2 BUILDING CONDITION&VENTILATION PLAN 0-EIA PHASEI-ELECTRICAL SITE PLAN Construction Documents 0-AO.52 WALLTYPES F54.3 PLUMBING ROUGH IN PLAN 1600 SEW Manna nve 0-A0.53 WALLTYPES Atlantic Beach,FL 32233 F54.4 ELECTRICAL ROUGH-IN PLAN 0-AO.54 WALLTYPES REVISION 0-A0.60 EXTERIOR WALL DETAILS F55.1 ELEVATIONSDES F56.1 HOOD DETAIL N111 13-02-22 SDPCRI GING TION 0-A0.65 TILE DETAILS 2IS 2-3623 PRICING F57.1 REFRIGERATION DETAIL 3 33o-z3 sD^s co 0-A0.72 EXTERIOR MISC.METALS 4 13'. PE-T SET FS8.1 WALK IN DETAIL 0-AO.73 EXTERIOR ARCHITECTU RAL DETAILS F58.2 WALK IN DETAIL 0-AO.74 EXTERIOR STAIR&RAILING DETAILS F58.3 WALK IN DETAIL .0-AO.75 EXTERIOR CASEWORK DETAILS F58.4 WALK IN DETAIL 0-AO.76 EXTERIOR CASEWORK DETAILS F58.5 WALK IN DETAIL 0-AO.81 STEEP SLOPE ROOF DETAILS FS8.6 WALK IN DETAIL 0-AO.82 STEEP SLOPE ROOF DETAILS 0-AO.84 STEEP SLOPE ROOF DETAILS INTERIOR DESIGN 0-AO.85 STEEP SLOPE ROOF DETAILS 1-ID3.01 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER FINISH SCHEDULE 0-AO.90 TENNIS PAVILION ROOF DETAILS 1-ID3.02 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER FINISH SPECIFICATIONS 0-A0.91 TENNIS PAVILION ROOF DETAILS 1-ID3.03 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER DOOR&FRAME SCHEDULE 1-A1.0 PHASE 1-MAIN CLUBHOUSE&FITNESS CENTER DEMOLITION PLAN-LEVEL 1 1-ID4.01 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER ELEVATIONS 1-A1.1 PHASE 1-MAIN CLUBHOUSE&FITNESS CENTER DEMOLITION RCP-LEVEL 1 .1. 4.02 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER ELEVATIONS 1-A1.2 PHASE 1-MAIN CLUBHOUSE&FITNESS CENTER DEMOLITION PLAN-ROOF 1-ID5.01 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER MOULDING PROFILES 1-A2.0 PHASE 1-MAIN CLUBHOUSE&FITNESS CENTER NEW WORK PLAN-LEVEL 1 1-I05.02 PHASE 1 CLUBHOUSE&FITNESS CENTER HEAD,JAMB AND SILL DETAILS j 1-A2.1 PHASE 1-MAIN CLUBHOUSE&FITNESS CENTER NEW WORK RCP-LEVEL 1 1-ID5.03 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER LEVEL 1 DETAILS 1-AZ.2 PHASE 1-MAIN CLUBHOUSE&FITNESS CENTER NEW WORK PLAN-ROOF 1-ID5.134 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER LEVEL 1 DETAILS 1-A2,8 HASE 1-POOL CABANA NEW WORK PLANS&ELEVATIONS 1-05.05 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER LEVEL 1 DETAILS 1-A3.5 PHASE 1-FITNESS CENTER PARTIAL RCP 1-ID5.06 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER LEVEL 1 DETAILS 1-A5.0 PHASE 1-MAIN CLUBHOUSE&FITNESS CENTER BUILDING ELEVATIONS-EAST 1-ID5.07 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER LEVEL 1 DETAILS LD J 1-A5.1 PHASE 1-FITNESS CENTER BUILDING ELEVATIONS-EAST&NORTH 1-IDO.01 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER GENERAL NOTES 1-A5.3 PHASEI-MAIN CLUBHOUSE&FITNESS CENTER BUILDING ELEVATION-WEST 1-ID1.01 PHASE 1 MAIN CLUBHOUSE&FITNESSCENTER LEVEL S MILLWORK/ELEVATION KEY PLAN W 1-101.02 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER LEVEL 1 REFLECTED CEILING PLAN W MECHANICAL 1-I07.03 PHASE 1 MAIN CLUBHOUSE&FITNESS CENTER-LEVEL 1 FLOOR FINISH PLAN 1-MO.1 FITNESS CENTER MECHANICAL GENERAL NOTES 1-ID2.01 PHASE I MAIN CLUBHOUSE&FITNESS CENTER LEVEL I ENLARGED PLANS I1-MO.2 FITNESS CENTER MECHANICAL LEGENDS&ABBREVIATIONS CIVIL 1-MO.10 FITNESS CENTER MECHANICAL DETAIL C-1.0 TITLE 1-M0.20 FITNESS CENTER MECHANICAL SEQUENCE OF OPERATION [-2.0 SURVEY 1-MO.30 FITNESS CENTER MECHANICAL SCHEDULES C-2.00 SIGNATURE SHEET 1-M0.40 FITNESS CENTER MECHANICAL COMCHECK [-2.01 GENERAL NOTES I PHASE 1-FITNESS CENTER DEMOLITION PLAN [-2.02 EXISTING CONDITION AND DEMOLITION PLAN a i 1-M2.0 .PHASE 1-FITNESS CENTER MECHANICAL PLAN C-3.00 OVEML SITE PLAN C B 3 T1 . 1 SCALE: DRAWSBY:WRSIMWIMJINY c PROJECT NO,2022-352 SHEPPHIRD E%IBTMG IFNDSCAFF BUFFER _ - - 4 TENNIS COURTS ASSOCIATES 'SEE CIVIL ARCHITECTS+ENGINEERS PROPERTYUNE 26560 AGOURA ROAD,SUITE 166 "t11. 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