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ABCC Docs (Tennis Pavilion) SHEPPHIRD GENERAL FOUNDATION STRUCTURALSTEEL 15.PLYWOODSHALLBEPROVIDED INACCORDANCE WITH THE RECOMMENDATIONS OFTHE AMERICM ABBREVIATIONS ASSOCIATES 1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION.MANUAL OR CODE(WHETHER OR 1 FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT 1. STRUCTURAL STEEL SHALLCONFORM TOMTM AGES,UNLESS NOTED OTHERWISE. PLM ODA550CIATION(APA)THE MINIMUM THICKNESSES WHICH FOLLOW SHALL BE INCREASED AS NDT SPECIFICALLYINCORPORATEDBY REFERENCEINTHECONMACTDOCUMENTS)SHA LBE PREPAREDBYTERMCONCONSULTANTS INC..REPORT NUMBER E0225124,DATEDJANUMY 3RD, REOVIREOTO SATISFYARCHITECTURPL REQUIREMENTS. ABT ABOUT (Fl EXISTING ARCHITECTS+ENGINEERS EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER.CONTRACTOR.DESIGN 2023.AND ADDENDUM DATED JANUARY 27TH,2023 DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR STRUCTURAL STEEL TUBINGEHALLCONFORMTOMTMASGONGRADEC. ACI AMERICAN CONCRETE INSTITUTE EA FALX PROFESSIONAL SUPPLER.OR ANY OF TEAS CONSULTANTS,AGENTS,OR EMPLOYEES FROM THOSE SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD DIFFEREW TO TH USE ASSUMED FOR DESIGN_ STRUCTURAL CHANN ELS,MISCELLANEOUS PLATES AND CONNECTION MATERIAL SHALL 151 ROOFSHEATHINGSHALL BE APARATEO SHEATHING,EXPOSURE 1.40'196'.FOR SUPPORTS 24- ADOL ADDITIONAL EF EACH FACE 26560 AGOURA ROAD,SURE 106 SET FOWH INTHE CONTRACT DOCUMENTS.NOR SHALL RBE EFFECTWTOASSIGN TO THE DESIGN CONFORM TO ASTM ME,UNLESS NOTED OTHERWISE. OL USE 510'32116 PLYWOOD,FOR SUPPORTS M'OC USE 518'40RO PLYWOOD.PLYWOOD ASC AMERICAN INSTITUTE OF STEEL CONSTRUCTION EL ELEVATION CALABASAS,CA 91302 PROFESSIONAL OF RECORD CRANY OF THE DESIGN PROFESSIONAL OF RECORD'S CONSULTANTS, 2 SMUCTURALTESTINGRNSPECTION AGENCY SHALL CERTIFY THE BEARING MEDIUM. SX LL ALL BE TONGUE AND GROOVE OR BE INSTALLED WITH PANEL CLIPS IN ACCORDANCE WITH IT ALTERNATE EIEC ELECTRICAL AGENTS,R EMPLOYEES ANY DUTY R AUTHORIIYTO SUPERVISE OR DIRECTME FURNISHING OR 2. BOLTSANDANCHORS: - APA RECOMMENDATIONS,WHERE ALLOWABLE SPMS ME EXCEEDED AT ROOF SLOPE APPROX APPROXIMATE ENGR ENGINEER 4310.670.9144 11.5®ShePae.c6m PERFORMANCE OF THE WORT(OR ANYOUTY DRAUTHORITYTO UNDERTAKE RESPONSIBILITIES 3 NOMDU4 SPREAD FOOTINGS AND CONTINUOUS FOOTINGS SHALL BEAR ON 50IL ASSUMED CAPABLE TRANSITIONS,PROVIDE SPECIALLY DESIGNED SUPPLEMENTAL MEMBERS AS REQUIRED. ARCH ARCHITECTURAUARCHITECT EOD EDGE OF DECK ww..sa COWRARYT0 THE PROVISION'S OF THE CONTRACT DOCUMENTS. OF SUPPORTING 25M PSF AND 2500 PSF,RESPECTIVELY. 2.1 BOLTED CONNECTIONS SHALL BE TYPE N(BEARINGTYPE WITXTHREADS INCLUDED IN SHEAR SHEATHING SHALL BE INSTALLED WITH THE LONG EDGE ACROSS A MINIMUM OF THREE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS EOR ENGINEER OF RECORD M-E)WITH MINIMUM 3N'DIAMETER F3125 BOLTS.SUBMIT PROPOSED BOLT TIGHTENING SUPPORTING MEMBERS,SUPPORT ANO STAGGER EDGES OF PLYWOOD PARALLELTO ASTM AMERICAN SOCIETY FOR TESTING MATERIALS EOE EDGE OF SLAB 2. CORMACTDOCUMENTS INCLUDE,BUT ARE NOTLWHEDTO,THESTRUCTURALDOLUMEMS 3.1 NO FOOTINGS SHALL BEAR ON ROCK UNDERCUT ROCK A MINIMUM OF 2 FEET BELOW BOTTOM OF PROCEDURE FOR REVIEW.BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED IN SUPPORTING MEMBER.PROVIDE CONTINUOUS BLOCKING AT PERIMETER OF EACH DIAPHRAGM AWS AMERICAN WELDING SOCIETY EO EQUAL (DRAWINGS AND SPECIFICATIONS,BUT DO NOT INCLUDE SHOP DRAWINGS,VENDOR DRAWINGS.OR FOOTING AND REPLACE WITH STRUCTURAL FILL ACCORGANCE WITH RCSG2014(SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH PLANE INCLUDING ROOF SLOPEMANSITIONS)AND MOUND OPENINGS.FASTENSHEATHING EQUIP EQUIPMENT - swavamns•wraRes MATERIA PREPMED AND SUBMITTED BY THE CONTRACTOR BOLTS). WITH M NAILS AT S OC AT SUPPORTED EDGES UNO AND AT 12'OL AT INTERMEDIATE B BOTTOM OF EW EACH WAY 3. REF PENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY,ORGANIZATION,OR 4. STRUCTURAL FILL SHALL CONTAIN NO ORGANIC MATERIAL AND BE APPROVED BY A GEOTECHNICAL SUWORTS.AN1/0'GAP SHALL BE LEFT BETWEEN ADJACENT PMELS,PROTECT EDGES BLDG BUILDING EXP EXPANSION ENGINEER PRIOR TO PLACEMENT.STRUCTURAL FILL UNDER SLABS AND WITHIN IO-0'OF THE 2.2 ANCHOR BOLTS SHALL BE HEADED BOLTS CONFORMING TO ASTM F15M AND SHALL BE HEADED AGAINST EXPOSURE TO WEATHER OR USE EXTERIOR GRADE PLYWOOD.COVER SHEATHING BM BEAM EXT EXTERIOR ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES,SHALL MEM THE LATEST ETMOARD. BUILDING FOOTPRINT SHALL BE PIACEDIN LIFTS OF THICKNESS DETERMINED OY THE INDEPENDENT RODS OR THREADED RODS WITH HEAVY HEXAGONAL NOT WELDED TO THE BOTTOM OF THE AS SOON AS POSSIBLE WITH ROOFING FELT OR SHINGLE UNOERLAYMENT FOR PROTECTION BOTT BOTTOM CODE,SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT TI ME DATE OF TAKING BIDS,UNLESS TESTING AGENCY MO COMPACTED TO AT LEAST 95%OF ITS STANDARD PROCTOR MAXIMUM DRY THREADED ROD,GRACE MG,UNLESS NOTED OTHERWISE. AGAINST EXCESSIVE MOISTURE PRIOR TO ROOFIN G INSTALLATION. BRG BEARING M FLOOR DRAIN SPECIFICALLY STATED OTHERWISE. DENSITY IN ACCORDABLE WITH ASTM 0698_THETR t2'SU6BMEUnOER SLABS ON GRMESHALL a- BETWEEN FON FOUNDATION BE COMPIN ACCORDTED TO LEASTWITHATM D6 THE TOPR'SUSRMEUNDRMUM GLASS ON ADESHAFILL 23 ENPANSION ANCHOR95HALL HAVE BEEN EVAUATEOBYTHE ICO EVALUATION SERVICES.INC ICL 15.2 WALL SHEATHINGSHALLBE 15132'MARATED9HEATHING,M16,E%POSUREI.4B'x96'MTH FF FINISHED FLOOR 4. CONTRACT DOCUMENTS SHALL GOVERN INTHE EVEN OFA CONFLICT WITH THE LODE OF PRACTICE COMPACTION AND PROOF ROLLING OPERATIONS SHALL BE OBSERVED BY AN INDEPENDENT TESTING ES)WITHA PUBLISHED EVALUATION REPORT.ANCHORS INSTALLED IN CONCRETE THAT MAY CONTINUOUSLY SUPPORTED EDGES.AN 118-GAP SHALL LEFT BETWEEN ADJACENT CIL CENTER TO CENTE0. FG FINISHED GRADE OR SPECIFICATIONS OF ALL PCI,AISL,SJI OR ER STANDARDS.WHERE A CONFLICT OCCURS LABORATORY.STRUCTURAL FILL SOIL DENSITY SHALL BE 120 PCF. BECOME RACKED UNDER SERVICE LOADS SHALL BE EVALUATED BY ICC-ES ACCEPTANCE PANELS.PRDVIDE ONE IAYERON ONE SIDE OF WALL UNLESS INDICATED ON PLM TO PROVIOE CALC CALCULATION(S) FIN FINISH OTH WITHIN THE CONTRACT DOCUMENTS,THE STRICTEST REQUIREMENT SHALL GOVERN. CRITERIA 193 MD BE SPECIFICALLY APPROVED FOR USE IN GRACKED CONCRETE.CONTACT ONE IAYER ON EACH SIDE OF WALL.FASTEN SHEATHING WITH Ed NAILS @3.OC AT PANEL CHKD CHECKED FL' FLANGE S. 5WBSON-GRADE SHALL BE PLACED ON A V GRANULAR BASE,COMPACTED TO 98%OF ITS STANDARD DESIGN PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CONCRETE EDGES AND @12'OC AT INTERMEDIATE SUPPORTS U.N.O. CIP CAST-IN-0IACE CONCRETE FUR FLOOR 5. MATERIAL,WORKMANSHIP,ANDOEEIONSHALLCONFORMTOMEREFERENCE.BUILDINGCODE. PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH MTMD695.AND COVERED WITH A CONDITION UNLESS CONDITION IS NOTED ON THE DRAWINGS.ALL MCHORSSHALLBEAPPROVED CJ CON STRUCTIONCONTROL JOINT FRMS FRAMING SHEAR CONTINUDUSLY SEALED VAPOR BARRIER,SEE MCHITECT FOR THICKNESS OF VAPOR BARRIER.THE FOR RESISTING WIND AND SEISMIC LOADS_INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S 15.3 ZIP SYSTEM SHEATHING 15 M ALLOWABLE ALTERNATIVE FOR EXTERIOR WALL SYSTEM.SEE C, COMPLETE JOINT PENETRATION FRP FIBER REINFORCED PLASTIC G. GONTRACMSHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE AR PITECTURAL, BASE FOR SLABS-0N-GRADE SHALL BE INSPECTED BYAGEOTECHNICALENGINEER PRIOR TOEACH RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BEEOUALTO4.5TIMES THE ANCHOR SHEARVAN-1-SCHE OLE FOR REQUIRED CAPACITIES SYSTEM SHALL MEET REQUIREMENTS CL CENTERLINE FS FARSIOE STRUCTURAL MECHANICAL.ELECTRICAL,PLUMBING AND CIVIL DOCUMENTS.DESIGN PROFESSIONAL SHALL BE PLACEM'cNT OF CONCRETE. DAAETER.UNLESS NOTED OTHERWISE. OUTLINED IN NOTE 15.2 ABOVE. C CLEAR,CLF_ARNICE FT FOOT NOTIFIED OF MY DISCREPANCY OR OMISSION.FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL COL COLUMN FTG FOOTING DRAWINGS SEE THE ARCHITECTURAL DRAWINGS, 6. PROOF ROLL BUILDING AREAS WIMMO COMPLETE COVERAGES OF A LOAOEODOMP-TRUCKOR 2.4 ADHESIVE ANCHORS SHALL CONSIST OFMALL-THREAD STEELMCHOR WITH ADHESIVE 154 FLOOR SHEATHING SHALLBE MARATED STURD-I-BOOR,EXPOSURE 1,48190'TONGUE AND CONC CONCRETE SCRAPERREPIACE SOFT MEAS WITH COMPACTED STRUCTURAL FILL AS REQUIRED BY THE CONFORMING TO ASTM C001-02,TYPE IV,GRADE 3,CLASS A B.6 C EXCEPT GEL TIMES AND EPDXY GROOVEPLYWODD,FOR SUPPORTS 24"OC USE 314'THICK PANELS.FASTEN ALL PANELS CONN CONNECTION Gp GAGE.GAUGE 7. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS,ELEVATIONS,AND SITE COrvDITIDNS BEFORE CONTENT.ADHESIVE SHALL CONSIST OF ATWO COMPONENT ADHESIVE SYSTEM CONTAINED IN WITH 6d NAILS IN 6.OC AT PANELS EDGE SUPPORTS AND I2.00ATINTERMEOIATESUPPORTS COME GOOROINATE GIV GALVANIZED IHOT DIP) SPECIFICATIONS. UNLESS NOTED OTHERWISE.PANELS SHALL BE MA GLUED TO SUPPORTS AND CRS) CONCRETE REINFORCING STEEL INSTITUTE GRTG GRATING w STARLING WORK.OESIGN PROFESSIONAL SHALL BE NOTIFIED OFMVpISCREPMCY. SIDE BYSIDE PACKAGINGECTED CONNECTED TOAMIXNGNOZZLE WHICH THOROUGHLY MIXES THE ]. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. COMPONENTS ASITISINJECTTAHCE THE RIA 308ADHESIVE ORLOISHALLH CREEP. BEDANC ORSINOU STATION ATTONGUEBGROOVE JDI.A WITH AP ESIVESHALL BE LEFTMING TO TWEEN ADJACENT PA CTR CENTER e. COW RAMOR SIZESANDLOCTI THESENUCNRALLY SUPPORTEOAL DRAVCA EQUIPMENT WEIGHTS, SERVICES,INC IILTMAY BECOME CECKED UNDER SRUONLOADS CREEP.MCHRSINSTY IGO SPEEND JOICATIO NTSSHA-LBESUPORTEDMD STAGEREDFS BETWEEN SHALL BNTPMELSMDTHE CIAO CENTERED (H] HORQOWALCRETE ANCHOR ON OPE NINGSNICALD NGS,LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL 8. ALL FOOTINGSMDTURN DOWN SLA9 EDGES SHALL PENETRATE TOAMINIMUM DEPTH OFt2'BELOW IN CONCRETE THMMAYBECOMECRA CE CRITERIASCBANG BE SED UNDERSERVRO LOADS HALL VED FOR USE IN GRACHEATEO BYICC- ENDJOD ME NGEDGA CROSS MINIMUM FT TREE SUPORTINTHINGSERS.REINSTALLED WITH HCA HEADED CONCRETE ANCHOR AND MECHANICAL DRAWINGS. FINISHED GRADE. IS CC CRETE..CCONTACT DESIGN PROFESSONCIFICALLY AL FOR DETERMINATION OF CRACKED RUNCRACKEO ONTINUOUS BLOCKING AT PERIMETER OF THE DNPHRAGM PLANE MDAROUND OPENINGS. DBL DOC-PROVIDE DEA 0 EDBM ANCHOR HGR HANGER LIOIIt/ Digitally signed 9. CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS FRAMING SHOWN ON THE STRUCTURAL CONCRETE CONDITION UNLESS CONDMONIS NOTED ON THE DRAWINGS.INSTALL IN DEG DEGREES HRE HORIZONTAL n �YI by Holly Jeffreys ORA WINGS FOR MECHANICAL EOUIPMENT,OWNER-FURNISHED ITEMS,PARTITIONS.ETC.IS REINFORCEMENT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE 16.PRE-ENGINEERED LUMBER-ALL HORIZONTAL FRAMING SHALL BE ENGINEERED LUMBER AND SHALL BE DET DETAL HP HIGH POINT CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS. EQUAL TO 45 TIMES THE ANCHOR DIAMETER UNLESS NOTED OTHERWISE. DESIGNED BY THE SUPPLIER IN ACCORDANCE WITH THE CRITERIA BELOW.SHOP DRAWIN GS SHALL DIA DVMETER HR HANDRAIL Date:2023.05.22 1. REINFORCING STEELSHALL CONFORM TO ASUM ARIE,GRACE 60,UNLESS NOTED OTHERWISE. INCLUDEPLANS,DETAILS.GRACING.SUPPORT REACTION3,WE.BTIFFENERSAN.MCHORAGE CIAO DIAGONAL NSB HIGH STRENGTH BOLT Jeffreys 10.CONTRACT OR HAS SOLE RESPONSIBILITY FOR MEANS,METHODS,TECHNIQUES,SEQUENCES,AND 3. SMUCTURALSTEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO BOTH THE AISC REQUIREMENTS AT A MINIMUM.THE ALLOWABLE DEFLECTIONS ARE U4BO FOR LIVE LOAD AND U240 DR DIRECTION 17:02:37-041001 PROCEDURES OF CONSTRUCTION. 2. WELDED WIRE FABRIC SHALL CONFORM TO MTM A1U84 AND HAVE MINIMUM SIDE AND END LAPS OF S. 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS'AND ME MSC'CODE OF STANDARD PRACTICE FOR DEAD PLUS LIVE LOADS. DL DEAD LOAD FOR STEEL BUILDINGS AND BRIDGES'. DWG DRAWING `TTI"III11//! 11.THESIR MY DURING ALL EONLY IN MEDIAE SAGES OFOFORM.TTIM SAL SUPPORTS 3. SUBMIT WRITTESHOS-1171 OFREIFORCEME ELY DEPICT THE UATE REINFORCING BAR SEES IONE.MPLACEMENT. 16.1 HONNECTORSMDFASTENERS FOR PRESERVATNEMSS STEEL ARDANT SILICON BRONZE. SHALL BE \\\`JEFF /// AND B ALL INTERMEDIATE STAGES OFCONSTRUCTION SHALL BE DESIGNER,FUFWISHEO, WRITILSISNT ACCENOF REINFORCEMENT WITHOUT ADEQUATESECTIONS.ELEVATIONS,MD 1. CONN CHRORAWINGSWHICONTRACTADMIUMELYDOC DEPICTTHE STRCTIONS SHALL BE ELEMENTS-0 HOTDIP PEC ZINC GBYNOT UMITEDTO STEEL,R BOLTS.POWDER ACTUATED FASTENERS, ��0'GEN1, ANO INSTALLED BY THE CONTRACTOR DETAILS ISNOT ACCEPTABLE. M INTHE DOCUMENTS.CONNECTIONS DETAILED WALL BED ON COPPER LS.SCREWS.BGTSNOT LIMITED TOMCHOR BOLTS,POWDER ACTUATEDFASTENERS, 1` �. SR XPi TESGNEDFIRMESERVICE D REACIN NVALUE SHONONT E CONNESTRUCTTIONSSHALLBE NAILS.SCREWS.BOLTS.MO METAL FRAMINGHMOWARE. 12.CONTRACTOR HAS SOLE RESPONSIBILITYTOCOMPLY WIRE AL OSHA REGULATIONS. 4, SP ICES SHALL BE CLASS BRINFRCEIVETSHALLE SPLICORDANCEED YA WITH OCAGI IONSUNLESS RNOTED NO-D ON THE STEEL RS WHOSE LOADSARRE NOT SALON,MEDSIGNEACTION SHA BE DESIGNED IF INSIDE FACE OC ON CENTER ROCUMENTME EXCEPT REINFORCEMENT IN ORCEM NT MAR ED'COONNUOUS' AN NOTECINTHE STRUCTURAL STEEL MEMBERS LOAD REACTION O ARRE MOTH REACTION ON THE STRUCTURAL 132 WOOD TRUSSES TORE DESIGNED AND DETAILED BY ME TRUSS ENGINEER,SEE 05030 FOA IBC INTERNATIONAL BUILDING COLE OD OUTSIDE DIAMETER •I 11. 13.STRUCTURAL DRAWINGS FOR WILL NOT SHOP PROVIDED NOT PERMITTED. CONTRACTOR.REPRODUCTION OF DOCUMENTS,EXCOTRACTORCEMENT MT OTHER LOCATIONS SHALL BE SPLICEDATVOCATIONS FOR DRAWINGS. S.DEVIATION REACTION OF tOCTIONNLES55HOWNTED IN ISE ONTRACT DOCUMENTS DESIGN COPD CRITERIA ICC INTERNATIONAL LDOE COUNCIL OF OPENING OUTSIDE NGFACE { 41ATI- t STRUCTURALDRAWINGSFORSHOP ORAWINGSISNOT PERMITTED. DET ERMINEDBVLONTRAAL. SPLICES AT OTHERLOCATIONSSHALL BE APPROVEOIN WRITING BY DRAWINGS.EEVIATITIED WIHOUT WiNECTIONRMISSIN FRO ED IN TIJECONTOFESSOCUMENTS ID INSIOEDIMIETER OPNG OPENING THE DESIGN PROFESSIONAL. DESGNOT FPSIONAL HALL BE COMPENSRMTEN ATED BY THE FOR PROFESSIONAL. 18.3 ALLHARNED BY AND SPECIFIED CONNECTIONS RESIGN END INENGINEEREDTRUSSESSHALL IS INVERT ELEVATION OW OPPOSITE l 10.REVIEW CFSUBMITHE SLE RESPONSIBILITY- ESPORAWINGS BY THE DESIGN CHECK AILSPROFESSIONALSUB ITTALS NOT RELIEVE THE DESIGN)ESI N OF CONNECTIONS COM PENSATEOBYTHE CONTRACTORRACTOR-COSTTEFL INVOLVED IN BE DESIGNED BYMDSPECIFIED BY THE TRUSS DESIGN ENGINEER IN INCH OSH OVERSIZED HOME CONWINGS BEFORE SUBMITTING SOLEBAIT RNG ONSIBILItt IG RENEW AND CHECK COTRACTOIRALS AND SHOP 5, PROVMEDOWELS FROM FOUNDATIONS NOTED ME SAME OTHERWISE. MO NUMBER AS THE VERTICAL WAIL OR CONNECTIONS NOT COMPLETELY FOR DUNLEGON EMENCE OFTHE STRUCTURAL THE CONTRACTOR-R BE SHALL BRACEDINT INTERIQ0. /SS/OVAL DRAWINGSBEFORESURMITTIND TO THE DESASSOCI FED WITH CONTRACTOR RE OF SHOPSOLELY COLUMN REINFORCING,UNLESS NOTED OTHERWISE. CONNECTIONS NOT COS DESIGLTCETAILESONTHESCLUDE IN ME CONTRACTOR'S SCOL OF BY 16.4 ALL PRDMIC WITH MEAL PLATE CONNECTED WOOD TRUSSES INLAND RACMG IN PCF PRONESPER IONAL EIC FOOT ///J/ll]I((I1415\ RESPONSIBLE FOR THEY PRORS AND MEMBEROMISSIONSSEES,ASSOCIATED ANDDIMEPRENS SPENOF SHOP ME CONTRACTOR.SRORTHISDESIGN SERVICE SHALL BE FOR SUCHEOINECTIONSHALL BE SCARE OF PLATEACCOCONNECTED TRUSSRUSSES,HINSTITUTE'S-AND'BOLIONGCMPONEMOBRACING METAL JT JOINT PE PROFESSIONAL ENGINEER DRAWINGS AS DOCUMPERTAINTOMEMBERSIZES,OETAILS,MDDIMENSIONS SPECIFIED IN THE 6. PLACE REINFORCEMENT AS FOLLOWS,UNLESS NOTED OTHERWISE: AN ENGINEER LIENSEDGTHE PROJECT REVIEWHCONNOT CONNECTIONSSHALLME CO-D BYNTRACTOR PLATEEATION BTEKLET,B 1-03-,HIB RELATE'SHEETS,COMPONENTSAFETY PEORIA PERIMETER osis xpxs CONTRACT DOCUMENTS. AN ENGINEER LICENSED IN THE PROJECT STATE RENEW DOES NOT RELIEVE CONTRACTOR OF INFORMATION BOOKLET, 1-03'MDREIATED SHEETS, K MP(S) PIF PREMOLOEO JOINT FILLER 6.1 CONCRETE REINFORCEMENT COVER ME FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH CONNECTIONS,FOR KSF KIPS PER SOUAREFOOT PL PUTE This item Has beanalecN6nie111ys-M 15.DETAILS LABELED TYPICAL'ON THE STRUCTURAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING CONNECTION DETAILS DEPICTING ARRANGEMENT CONCEPT OF THE CONNECTION WITH 16.5 ALL PRE-ENGINEERED TRUSS SHOPDRAWINGSSHALLSEAVAILAOLEONTHEJOBSI RARING K51 MPSPERSOUAREINCX PICS PLACES antl seeletl by Holly Jeffreys,FlPntla ON THE PROJECT THAT ME THE SAME OR SIMILAR TO THE TYPICAL DETAILS UNLESS THOSE EXPOSEDTOEARTHORWEATHER: COMPLETE DE-S,THE CONNECTION DESIGN ENGINEER SHALL FOLLOW THATARRMGEMENT THETIMES OF INSPECTION MD SHALL BEAR CLEAR INDICATION THEY HAVE BEEN REVIEWED IF POUNDS PER LINEAR FOOT Feeae m,mbareuse oA me ealeaAvar LOCATIONS ME SPECIFICALLY DETAILED OTHERWISE. UNFORMED CAST AGAINST EARTH 3"CLEAR CONCEPT IN THE DESIGN.SINGLE ANGLE CONNECTIONS ARE NOT ACCEPTABLE. BY THE PROJECT DESIGN PROFESSIONAL OF RECORD. (LLH) LONG LEG HORIZONTAL(MGLE) PREFAB PREFABRICATED I'tlme stamp Ns6lg a d(gKW signature. • FORME-MDIARGER 2"LLEM (LLVI LONG LEG VERTICAL(ANGLE) P POUNDS PER SQUARE FOOT PMmtl copies At 645 documemarenM 16.STRUCTUFAL DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF CURTAIN FORMEDASMDSMALLER 1-IF�'CLFM 5. USE PRE-0AUFIED WELDEDJOINTS IN ACCOROMCE WITH AISC MDTHE STRUCTURAL WELDING 16fi TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITHTHE NMIONAL DESIGN SPECIFICATION (LSH) LONG SIDE HOREONTAL(MSS) PSI POU NDS PER SQUARE INCH wnsltlered si9ne1 antl seaktl eM Me WALUYVINDOW WALL SYSTEMS,COLPORMED METAL FRAMING.OR OTHER SYSTEMS NOT SHOWN IN CODE OF ME AMERICAN WELDING SOCIETY DI.1-10.'NON-PRE-QUALIFIED JOINTS'SHALL BE FOR WOOD CONSTRUCTION AND THE DESIGN SPECIFICATION FOR METALPIATECONNECTED (LSV) LONG SIDE VERTICALIHSS) W POINT si9nalwe mustbeYBlbietlmany THE STRUCTURAL DOCUMENTS.SUCH SYSTEMS SHALLSE DESIGNED,FURNISHED,AND INSTALLEDAS NOT EXPOS ED TO EARTH OR WEATHER: QUALIFIED PRIORTO FABRICATION.PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE WOOD TRUSSES PUBLISHED BY THE TRUSS JOIST INSTITUTE,LATEST EDITION FOR ME ELPOUND Hecbon-PEes. REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. SLABS 3l4`CLEAR JOB SITE DURING TIMES OF INSPECTION. FOLLOWING LOADS.CDNNECNONS BETWEEN TRUSSES SHALL BE DESIGNEDMDSPELIFIED LF LINEA FEET R RADIUS BY THE TRUSS ENGINEER,TRUSSES SHALL HAVE AMINIMUM NOMINAL SEMENS LENGTH OF 4 LL UVE LOAD RO ROOF DRAIN ]. REINFORCING STEEL DESIGNATED CONTINUOUS SHALL BE MAPPED AS INCHES(311T ACTUAL)CONCENTATED MECHANICAUIELECTRICAL LOADS:SEE PLANS 8. STRUCTURAL STEEL EXPOSEDTOWEATHER SHALL BE GALVMQEO- BOTTOMCHORD OF TRUSSES SHALL BE A MINIMUM OF 2'x6'NOMINAL LUMBER. LOG tT.SUBMITTALS LOCATION REF REFERENCE LONG LDNGTNDINAI. REINF REINFORCING 17.1 Ad MIRALS BY THECONTRACTOR ARE NOT A PART RTHE CONTRACT DOCUMENTS.PRIOR CONCREIEMNFORLEMENT: CLASS 8 TENSION LAP LP LOW POINT RECD REQUIRED TO THE INITIAL SUBMITTAL,CONTRACTOR SHALL SUBMIT TO ME DESIGN PROFESSIONAL A 17.FASTENING BCH MILE SHALL BE IN ACCORDANCE WITH TABLE 2-10. THE FLORIDA BUILDING LSH LONG SLOTTED HOLE RET RETURN 1 SCHEDULE OF SUBMITTED INFORMATION. 6. ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL CONFORM TO MTM 0861-02, WOOD CODE.7TH EDITION,UNLESS OTHERWISE SPECIFIED. REV REVISION TYPE IV,GRADE 3,CUSS A,G.9 C EXCEPT GEL TIMES AND EPDXY CONTENT.ADHESIVE SHALL 1 WOOD FRAMING SHALL BE SOMHERN PINE. KD.X15°b MAX MOISTURE CONTENTR M MOMENT RO ROUGH OPENING 17.2 SUBMITTALS SHALL BE ACCOMPANIED BY ATRMSMIITAL LETTER WITH THE FOLLOWING CONSISTOFA TWO COMPONENT ADHESIVE SYSTEM CONTAINED INSIDE BY SIDE PACKAGING ) 18.PROVIDE WOOD BLOCKING AT 4'0'O.C.AT ALL LOAD BEARING WALL MAX MAXIMUM INFORMATION: CONNECTED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE COMPONENTS AS IT ISINJECTED EQUIVALENT,U.N.D.MINIMUM ALLOWABLE BENDING STRESS SHALL BE PER NDS, MC MOMENT CONNECTION SC SLIP CRITICAL INTO THE HOLE.ADHESIVE SHALL HAVE PASSED ICC EVALUATION SERVICES.INC(ICC ES) 19.ANCHOR BOLTS FOR WOOD SILL PLATES SHALL BE HEADED BOLTS CONFORMING TO ASTM FISH MECH MECHANICAL SCALED SCHEDULE • PROJECTNAIE ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP.REINFORCINGINSTALLED IN LONLRETETHAT Z PARALLEL STRAND LUMBER(PSU SHALL HAVE ME FOLLOWING MINIMUM DESIGN PROPERTIES: GRADE 36 AND SHALL BE HEPDED RODS OR THREADED RODS WITH HEAVY HEXAGONAL NUI WEIRD MFC MANUFACTURED SECT SECTION • CONTACTOR'SNAME MAYBECOME CRACKED UNDER SERVICE LOADS SHALL BE EVALUATED BYICC-ES ACCEPTANCE TOTHESOTTOMOFTHETHREADED ROD_BOLTSSHALLBEEMSEDDEDAMINIMUMOF7IN.FR MFR MANUFACTURER S SHEET Adantic Beach DATE SUBMITTED CRITERIA WE MDBE SPECIFICALLYAPPROVED FOR USE IN CRACKED CONCRETE.CONTACT DESIGN BEAMS-SENDING STRESS 1855 PSI CONCRETE OR MASONRY.SIB'DIAMETER ANCHOR BOLTS SECURING WOOD PLATES SHALL HAVE MIN MINIMUM SIM SIMSIMILARIL DESCRIPTION OF ITEMS SUBMITTED.IDENTIFY WORN AND PRODUCT BY SPECIFICATION PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CONCRETE CONDITION UNLESS BEAMS-MODULUS OF ELASTICITY 14W KSI SIMPSON STRONG-TIE COMPANY INC.BP Sm BEARING PLATES OR EQUIVALENT(114'x2-112'x.2.12 PI-ATE) "ISL MISCELLANEOUS SLSLOPE SECTION CONDITION 15 NOTED ON THE DRAWINGS.INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S MD STMDARD WASHER. MTD MOUNTED SPCS SPACES - • NUMBER OF DRAWINGS MD OTHER PERTINENT DATA. RECOMMENDMIONS MINIMUM EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS.UNLESS NOTED 3. HEAVY TIMBER TRUSSES SHALL BE SOUTHERN PINE,SELECT STRUCTURAL K0(15%MA%.MOISNRE MTL METAL SPECKS) SPECIFICATION(S) OTHERWISE. CONTENT),PRESSURE TREATED.MINIMUM ALLOWABLE BENDING STRESS SHALBEPER NDS. SQ SQUARE Atlantic Beach Country Club 17.3 COMPACTOR SHALL DIRECT SPECIFIC ATTENTION ON THE SUBMITTAL TO MY DEVIATION NSF NEM AND FM 55 STAIN LESS STEEL FROM THE CONTRACT DOCUMENT S.CONTRACTOR SHALL STAMP AND SIGN EACH SHEET OF 9. ALL DOWELS AND TERMINATING WE SHALL HAVE A STANDARD 90 DEGREE HOCK 4. PURLINS AND 2X DECKING ABOVE HEAVY TIMBER TRUSSES SHALL BE SOUTH ERNPINE,N0.1K.D.(15% DEFERRED SII'?�.11 T-LALS Alp NOT APPLICABLE SSH SHORT SLOTTED HOLE Phase SH OP DRAWINGS AND PRODUCT DATA.AND SIGN OR INITIAL EACH SAMPLE TO CERTIFY MAX MOISTURE CONTENT),PRESSURE TREATED.MINIMUM ALLOWABLE BENDING STRESS SHALLBE NIC NOT IN CONTRACT STD STANDARD COMPLIANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS.SUBMITTALS RECEIVED 10,ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CLN4•HOL MMOR CONSTRUCTION PER NDS. 1. DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE NOMI. NUMBER STIP STIFFENER WITHOLTTTHELONTRACTOR'S STAMP OF REVIEW WILL BE RETURNED TO THE CONTRACTOR JOINTS AND AROUND CORNERS. TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO ME BUILDING OFFICIAL WITHIN A NOM NOMINAL ST L STEEL FOR REVIEW AND RESUBMITTAL. 5, WOOD TRUSSES SHALL BE CAPABLE OF SUPPOMING THE SUPERIMPOSED LOADS AS GIVEN IN THE SPECIFIED PERIOD, NS NEM SIDE STRUCT STRUCTURAL 160D Selva Marina Drive CONTRACT DOCUMENTS. NTS NOT TO SCALE SYM SYMMETRICAL Atlantic Beach,FL 32233 11.1 OR RKREOUIRINGSXOPOWRACT WHETHERHALLNOT COMFOR MENCE THECTHE SUB DOCUMENTS 2. SUBMITTAL THOUGH THE FORDEFERREDAND GENERAL MITTAL ITEMS SHALLR ONCESUBMTHEOTOTHE EAIGINEER BEENREII BY THECONIGN PROFESSIONAL- COMMENCE THE CONTRACTOR HAS OASTAN-PLACE CONCRETE 6. D NNSIGNOFWOODTRU5D DATAALBETXESOLERESPONS101LITY OF THECONINEERICENSEIN THE DOCUOF ERDTHVESEE FOUND MDGENERAL CONTRACTOR.OTE CONTRACT DOCUMENTS. VEEIFIESTECBYTHE CURACY DESIGN DESIGN PROFESSION -SCOOMCTION IFTHECOATIONSR PROJECTSTATE.R LVIEW OAD OF SHOP DAWINGT HALL BE FOR CONFORMANCE ENGINEER LICENSED THE ENGINEER OF WILL LINO FOBEINGENEMTORAL THE ARCHITECT WITH NOTRAONOOGCATING VERIFIES THE ACCURACYOFTHEDESIGNPROFESSIONAL'S CORRECTIONSMDNOTATIONS t. CONCRETE WOW SHALCONFORMTOACI3IBMDCR515]MOAROS. PROJECT STATER REGADFSHOPDRAWINGSSHATIN,FORCONFORMANCER'S ITERMETAION THAT THISARDF RECORDCOFORWMCAUTHTEESIGN OF WE NGTHE ARCHITECT REVISION AND COMPLIES WITH THEM WITHOUT EXCEPTION MO WITHOUT REQUESTING CHARGE IN DOCUMENTS WRH REGARDTOTRUSS CONFIGURATION,AND ME CONTRACTOR'S INTERPRETATION THAT THEYAREIN GENERAL CONFORMANCE WTTH THE DESIGN OF THE BUILDING.THE ARCHITECT N0. DATE DESCRIPTION CONTRACT SUM IT CONTRWITTIMEE CRYOF THE WALKED STRUCTURAL SHOP NGS OF DESIGN LOADS AND DETAILS.SUCH REVIEW SHALL NOT RELIEVE THE CO-OR OF THE FULL WILL FORWARD THE DEFERRED SUBMITTAL DOCUMENTSTDTHEGENERALCONTRACTORWHOWILL 2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 2E-OAY COMPRESSIVE STRENGTH: T6B TOP MOBOROM 1 1802.22 SD Pntln WITH THE DESIGN PROFESSIONAL'S REVIEW STRIP IS TO BE MAINTAINED AT THE JOB SITE. DETAILED IN THE FOR THE RACTDESIGN DOC OF MTHE TRUSSES OR TRUSS CONNECTIONS NOT SPECIFICALLY MAIWANONEMS SET SHALL NOT REFERENCE N THEEBUILDRING SUBMITTALPECTOR.THE DEFERRED TO TOP OF II 021023 GD Pricin DETAILED IN THE CONTRACT DOCUMENTS. APPRMITTALOVED ITEMS SHAD NOT F INSTALLED UNTO.THE SUBMITTAL DOCUMENTS HAVE BEEN 2.1 NORMAL WEIGNT STRU LTURALCONCRETE: TALK THINK 3 013623 90%CD 1 APPROVED BY ME BUILDING OFFICIAL, THRU THROUGH FOOTINGS 3000PSI FB ]. ERECTION M'O TEMPORMYBRACING OF PREFABRICATED WOOD TRUSSES TALL BE IN TYP TYPICAL 4 OS23-23 PERMITSE CODE/DESIGN CRITERIA SLABS-ON-GRADE 1000 PSI 10 CONFORMANCE WITH THE RECOMMENDATIONS OF THE TRUSS MANUFACTURER AND THE TRUSS 3. DEFERRED SUBMITTALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SUBMIT SHOP ] PLATE INSTITUTE'S'BRALING WOOD TRUSSES:COMMENTARY AND RECOMMENDATIONS. DRAWINGS,CALCUTATIONS,DESIGN LOAD DATA AND SUPPORT REACTIONS OF THE COMPONENTS 1. STRUCTURE 15 DESIGNED IN ACCORDANCE WITH THE FOLLOWING: SEALED BY M ENGINEER LICENSED IN THE PROJECT STATE. UL UNDERWRITER'S LABORATORIES 3. CROSIN DUCTS SHALL DEME-D IN I ROT ALL LINO UNLESS NOTED OTHERWISE ROSSINGLACED INTHE HI DOF IHTHESTRUC THIOCUMEUNMSSPIPESFIC LILY S 0. CONNECTIONS FOR OR CROVEDTIMBEREUA SHALL BE GALVANIZED STRONG-TIE GONHAGTORS BY THE • FLORIDA BUILDING CODE.2017 EDITION. SHALL BE PLACED IN TXE MIDDLE THIRD OF THE SLAB OR WAIL THICKNESS UNLESS SPECIFICALLY SMP50N COMPMYOR APPROVED EQUAL 4. ITEMS THAT ARE SUBMITTED FOR CONSIDERATION MDEFERRED SUBMITTALS MEAS FOLLOW S: yERT VERTICAL DETAILED OTHERWISEINIHESTRULTURA00CUMENTS.SEEMECHMICALANDEUECTRICAL g WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE FOUNDATION GRADE PRESSURE- PREFABRICATED PREFABRICATED WOOD I-JOISTS OR TRUSSES 2. GRAVITY LOADS DRAWINGS FOR LOCATION OF SLEEVES.ACCESSORIES,ETC. TREATED SOUTHERN PINE.USE GALVANIZED NABS IN PRESSURE-TREATED WOOD, U. WOOD TRUSS CONNECTION CALCULATIONS Al. WITH WIO WITHOUT 2.1 UNIFORM FLOOR LIVE LOADS(REDUCED AS ALLOWED BY THE BUILOING COLEY 4. REFERTO ARCHITECTURAL DRAWINGS FOR MOLDS GROOVES,ORNAMENTS,CLIPS OR GROUNDS 10.PLYWOOD DIAPHRAGMS SHALL BE OTHER STRUCTURAL)OR It SOUTHERN PINE PLYWOOD WITH AlP WORKING POINT REQUIRED TO BE ENCASED IN CONCRETE MD FOR LOCATION OF FLOOR FINISHES MDS LAB THICKNESS M NOTED IN THE STRUCTURAL DOCUMENTS.PLYWOOD SHALL CONFORM TO THE WS WATERSTOP SLABS ON GRADE 100 PSPSFF DEPRESSIONS. WWF WELDED WIRE FABRIC MECHMICAL 125 REQUIREMENTS OF THE BUILDING CODE. 2.2 UNIFORM ROOF UV=LOADS REDUCED AS ALLOWED BY THE BUILDING CODE: S. CONSTRUCTER JOINT LOCATIONS SHALL BE APPROVED C EPT THOSE ON THE DESIGN PROFESSIONAL.NO 11 PLYWOOD SHALL BE ORIENTED AND NAILED TO SUPPORTING MEMBERS M NOTED IN THE I I HORQONTAL CONSTRUCTION JOINTS ME PERMITTED EXCTHE STRUCTURALSRUCTURAL DOCUMENTS. • ROOF.L 20 PSF DRAWINGS. 2 ABBREVIATIONS MECHMICALACCESSIPLATFORM 60 PEP 6, DEFECTME MEAS IN CONCRETE INCLUDING,BUT NOT LIMITED TO.HONEY-COMBING,SPALL$AN 12.GENERAL 90.3 374"=1'-O" ROOF LIVE LOADS ON TRUSSES TO BE TOP CHORD LOADS.BOTTOM CHORDS TO BE DESIGNED FOR LRACKSWRHWIDT THIS E DESIGNGO.O161NCNAL. EREPAIREO.EXTEM OF DEFECTIVE AREA TO 121 FR FIRE RATIN O REQUIREMENTS OF COMPONENTS AND ASSEMBLIES,SEE MCHRECTURAL 10 PSF LIVE LOAD(NONCONCURRENT). BE OETERMW ED BY THE DESIGN PROFESSIONAL. DRAWINGS. 2.3 DEM LOADS IN ADDITION TO STRUCTURE SELF-WEIGHT): 12.2 LUM6SR IN CONTACT WITH CONCRETE AND R MASONRY SHALL BE PRESSURE TREATED IN J ACCORDANCE WITH AWPB LP-2. <T1/ FLOOR: • MISCEl1 ANE0U5 SPSF 12.3 EXTERIOR LUMBER SHALL BEAMINIMUM OF S'MOVE FINISHED GRADE. Of CEILINGMEP 1OPSF w 12.4 INTERIOR LUMBER SHALL BE A MINIMUM OF 1B'MOVE FINISHED CRAWL SPACE GRADE. ROOF. Z ROOFING EPEE 13.TREATED WOOD PRODUCTS w • INSULATION SPSF • MISURNGWEEOUS SPSF 13.1 ALLEXPOSED M DEC"AND TER 17 SINRECEIVEACCORDANCE CCORDANCE WITH PRESSURE TREATMENT FOR STEEL COWMNFODNiG?>PEINOICATOR ST0.UCTURALSTFFl MOM CEILINGMEP 10 PSF IN AC OTIONFROMOEAWFA HOMES IN ACC OR DM EILL AS CCA TYPE 3 URNINGPRESERVATIVE INALCORDMCE WTTH AWPp STANDARDS PS AND Cl AS WELL AS THE FOLLOWING COL SIZE STEELMATS ARK SIZE J MCEILI ISCEGRAEPDEAD BE TOP CH BOTTOMLCAD CHORD LOADS.ROOFING,INSULATION,AND STANDARDS'. SP-X BASEPGMARK K Q MISCELLANEOUS TO BE TRUSS TOP CHORD LOM9. P..%1-0'.p) FOOTING MAIRK(TREDESMAFTG VA OlU ELLE LUMBER C2 P-%(-p-0') PEDESTAL MARK(TIPEDESTAL ELEVATION) STRUCTURAL STEEL BEAM DESIGNATION 3. WIND LOADS: PLYW000 C9 -BEAM SIZE • BUILDING POLES 8 POSTS C23 FOUNDATION STEP INDICATOR HASID DESIGN WIND SPEED,V=129 MPH NUMBER DF STUDS UNIFORMLY ALLOW ABLE DESIGN WIND SPEED,VMp=100 MPH THE MINIMUM PRESERVATIVE RETENTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING: TIFGOTINGELEVATION I _ SPACED ALONG BEAM U • RISK CATEGORY:II MOVE GROUND APPLICATIONS 0.25 PCFT-y-a'� TIFOOTING ELEVATION W0s10 U) EXPOSURES WOOD FOUNDATIONS OR STRUCTURAL POLES OEOPCF (M) 'e�(XXX) UJ INTERNAL PRESSURE COEFFICIENT=-0.18 QpfiNfNGIN FLOOR OR RQM -BEAM GAMSER • DESIGN BASE SHEAR:V.=38GHIPS.Vx=13.7 KIPS 132 ALL DECKING AND RAILING SHALL ALSO BE PRESSURE TREATED WITH A CCA COMPATIBLE WATER REPELLENT$D THAT TREATED WAFERS SWELL NOT MORE THAN I%AFTER FIVE ® BEAM SERVICE REACTION L O SEE COMPONENT AND CLADDING DESIGN WIND PRESSURE DIAGRAM ON SHEET 0.50 31 MINUTESOF SUBMERSION,WHEN TESTED IN ACCORDMCE WITH AWMS STAB-0 TEST MEMO..F-C. VJ Z I. EARTHQUAKELOADS: RfCRE-PRESSION INDICATOR 13.3 TREATED MATERIAL SHALL BE DRIED AFTER TREATMENT TOA MOISTURE CONTENT OF NOT STRUCTuM STEEL BEAM SPL ICE DESIGNATION Z e E RISK CATEGORY.II MORE THAN 19%FOR LUMBER MD 15%FOR PLYWOOD, Z77A O SEISMIC MPOWANCE FACTOR:I=1 0 Ill CL SHDRT PERIOD MAPPED SPECTRAL RESPONSE COEFFICIENT.S,I=0.107 IS'I ALL FIELD CUTS SHALL BE FIELD TREATED IN ACCORDANCE WITH NAPA STANDARD M4. SPSICE I SECOND PERIOD MAPPED SPECTRAL RESPONSE COEFFICIENT,SI=0.055 14.SAW N LUMBER SHALL RDAN BE PROVIDED IN ACCOCE WITH THE NATIONAL DESIGN SPECIFICATION FOR JIB�RAL STEEL CONNECTION ASSUMED SITE LLASSD A%IA FR':E J m -�� SHORT PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT,Sas=0.114 WOOD CONSTRUCTION,2012 EDITION.BY THE AMERICAN FOREST AND PAPER ASSOCIATION. > • 1 SECOND PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT.S.,=0.088 (aXL) SEISMICDEIGNGATEGORY:B 14.1 LUMBER GRACE AND SPECIES SHALL CONFORM WITH THE FOLLOWING:SOUTHERN PINE OR p BASICSEISMIC-FORCE RESISTING SYSTEM:STEEL ORDENARYCANTILEVER COLUMN DOUGLAS FW-AL2 GRADE ORHETTER WITH MAXIMUM MOISTURE CONTENT OF 15%(LEND) SLOPE INDICATOR AMD SIG SYSTEMS L CONCRETE NATIOry SEISMIC RESPONSE COEFFICIENT,Cs 0.091 142 PROVIDE DOUBLE TOP PLATELAPPED AT CORNERS AND AT SPLICES(4'SPLICE).SUPPORT YI Afl ¢ RESPONSE MODIFICATION FACTOR,R=1.25 ENDS OF LOPS DIRECTLY OVER A VERTICAL LOAD BEARING SND, X CBX INDICATESLONVENTIONALLY v! MAYSIS PROCEDURE:EOUIVALENT LATERAL FORCE PROCEDURE �- 14.3 PROVIDE FULL HEIGHT TRIPLE STUDS AT CORNERS.PROVIDE FULL HEIGHT DOUBLE STUDS AT CONCR_ET�SLABIM1IETAL�ECK SPM INDICATOR REINFORCED CONCRETE BEAM MARK Z r 5. UNLESS NOTED OTHERWISE CALCULATED INDIVIDUAL MEMBER DEFLECTIONS(IN INCHES)DO NOT EACH SIDE OF OPENINGS LESS MAN 6'WIDE PLUS ON TRIMMER STUD. LB%%X PBX%% BEAM WIDTH MAY VARY RASEO UPON n EXCEED THE FOLLOWING: u�Z �7 EDGE OF SLAB DIMENSION 14A HOLES IN JOISTS.RAFTERS,STUDS AND PLATES NOT EXCEEDING 115 THE DEPTWWIOTHOFTHE LL DEAOLOAD LULL= OEAO+CNE LOM MEMBER AND NOT CLOSER THAN 3 TIMES THE DEFTHAVIDTH OF THE MEMBER FROM THE ENO O ROOF MEMBERS: U380 W60 U240 ME PERMITTED ATTHE MIRDEPTHAICTH OF THE MEMBER ONLY. PBX $ ERIDNED WHERE,L=SPM LENGTH(IN INCHES)BETWEEN SUPPORTS.IFOR CANTILEVERS,L IS 14.5 BRIDGING.FULL DEPTH SOLID BLOCKING.ORCR03SBRACINGSHALLBEINSTALI-MAT CONCRICATEAMNA TENEAMWl INTERVALS NOT EXCEEDING B FT OC WHEN THE DEPTH TO BREADTH RATIO OF SAWN JOISTS CONCRETE BEAM UPRK,BEAM WIDTH TWICE THE LENGTHEC THE WILL CANTILEVER)NOTET THAT THE TOTAL SOFTH CALCULATED AND RAFTERS EXCEEDS OTO 1. MAY VERY BASED UPON EDGE OF SLAB FLOOR SYSTEM DEFECTION WILL fiE ME SUM OF THE DEFLECTIONS OF THE SUPPORTED DIMENSION ELEMENTS IN A BAY. e NOPROVISIONS HAVE BEEN MME FOR FUTURE HRMONTAL OR VERTICAL EXPANSION. 0 SOK3o 1 STRUCTURAL LEGEND sI_ 314'=1'-0" SCALE:a4'=1'.6• DRAWN BY:HD PROJECT NO.:2022352 a FUM100,0ID DCOKAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26550 AGOURA ROAD,SUITE 108 CALABASAS,CA 91302 J 310.670.9144 will.,@Shepae.wm SHEAR 5TRYCTURAL Holly Digitally signed by Holly Jeffreys Date:2023.05.22 Jeffreys 17:02:59-04'00' ��Iy11JE PFR, `��R,O �CEkSR Jd'i p. - i� tD�Illi ?�FS Ci\ 7/111NII 111 0\\; TNis IIeT bae been elech0nsigned ene..,,d..,,d by Holly J—,.,.ys..pia. FNmbe�gz7se an me eme anaro� bcame stamp ae�a a aI9FaI slanaare. Piinleacapias,.d d—I.marenal nsleerea agnea end sealed dna ue coslanau.a mea be�aaF�ea oa any electronic wplea. Adandc Beach 1. Atlantic Beach Country Club Phase 1 1600 Selva Marina Drive Atlantic Beach,FL 3223 REVISION NO DATE DESCRIPTION 1 12.02.22 SOPed b 2 02-10-2a DO P�icin 3 0}30.23 90%CO 4 OS23-23 PERMIT SET ... - .. _ COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE SCHEDULE(PSE) ROOF ROOF OVERHANG WALL -NEI, ZONE 2N ZONE 1. ZONE 2N ZONE 5 EFFECTIVE 2E 82R g3R ZONE3E 2E 82R I 83R ZONE 3E ZONE4 ;..Ti 21 WINO AREA V/ 255E -511+30 -80/+30 -T31+36 7Q'+30 •-F0.'+30 -92I+3D 991+36 i61+36 r Z w SCHEDULE NOTES, z 1. (*)AND(-)SIG NS INDICATE PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACE.RESPECTF/ELY. O 2. PRESSURES APPLY N'FROM PROMINENT BUILDING CORNER IN EACH DIRECTION. 3. JOIST MANUFACTURER MAY DEVELOP WIND PRESSURES BASED ON LARGER TRIBUTARY MEAS,DEAD LOAD FOR LL UPLIFT CALCULATION TO BE 5 FSE. Z Op f z Q OJ 1 TENNIS PAVI ION COMPONENTS&CLADDING J 1!4" U dt s6.3 = P a U) z z w n If 0-S0.31 SCALE:A.wr�ae DRAWN BY:RD c PROJECT NO,2022.352 nC/77/7'1 DCORAIT CCT H UNIT SECTION 013310-STRULIIRAL SUBMITTALS PPRT2- PRODUCTS .D-CONCRETE RENFORCEMENT 110A NO.alw gM�mlve WEIGHT have almM1uril waigMd1I010 152 Pd. SECTION D32 i I.,.geeme.dAl.b..,.lv.[.l«nmleaa..12.lncne,(3B&mm). S H E P P H I R D 2.1 PER-RMANCEREQUIREMENTS 1.11 AIR CONTENT n. M.bhwn abdplveo.er wet,zdumed.anlmpea=,for duration of.Inc p..q but nm less Ilan.even days. PART 1- GENERA. A. C.-Ieloch-:-e, ..gine,ere..eh..a.bram,a.mai".,".--d,sh..s,and-e -sin PART 1- GENERAL A Noert,n ."=ntemicrequildi'll"w eplaced110-fundeli . 2. Mbiell-Rehiring-CovensOdicovercwRrelesurill.,el,li... ,e i, ASSOCIATES 1.1 SECTION INCLUDES M ACI 301,to supp,b vertical,lalwa Undo.end dynemklded,and cdmlmctlm Leda Ml mlgh[be 1 RELATED SECTIONS B. Pmvide enbanedatrc-ed per retable belowell exposure category speofied m aW-rel drewinq. rola wring=n-..pacts in widest practi.de wish,roil sides and ends ASt .I.ub.fi.1,Mtludeshopdmxings.de,ignm1-..ns,diagrams.iustrelims.sch..les,perl0tma"ce appgad Ure Uniet...e"wppon sudslbed,l.Ned resulting.....coif-,to Ole.lV-sMpa,lends,end 1 A. s.qn.01333,-sWdL.I Su-idab. Tddre"[d..aer=mmt Al aelywM:pallb.a-1si.rcent. lapped a.n.glono-w13lit-I,molt aled byul.0h, tsde.ene,me. ARCHITECTS+ENGINEERS dmrh,nomndaere Ch...samples,h..ur.a"a.h.rdae-,p dby.e C....d .rarywb....., dimemmns- & Sod.thIll.-Cmcred F.-. 112 WATERICEMENTRATIO thrediatelyrepatanyitblaa wawa dung cmln9 period,using mvermatend and w hnnoolbi.. Aarholdbe-Ppin,nenoiner,dr oterb.d,end Andn 11'....home.mm ate Pmjell 1. DesignwdMp,,Itm,ina=wd,ncewM Ks•C.mte Forming Desig4C.SWadr L.Elan,D33Da0-caet-dc.e.rwl.. A Crier.deel,n..analhaa...-.u.w.,enc-.el.ndo.50,unl,,,n.ed..-.. I. care for no baa In.seven I- 26560 AGOURA ROAD,SUITE 106 B. Submll.lsbythe God.dararendap.ofte Com.d Oowmere. Cube- 12 REFERENCES B. Nr-rdled[dnbre,d-ems shall have a mapmum water ne-nt.M.0.45. 3. Ponding acor,dnu.s 5piirdiof Wal,:Meimain rnn-El soba=s CALABASA5,CA 91302 1.2 RELATED SECTIONS 2. Designlbn^waktdbmhdelectbnoffwm-f,d,gmeter lIU36Ddeenle,- ,o- nlerspacingd p A01117-Sa"da Specl6cadonsfwTd.ren.les Croon, cln-lbman°Maternit, 1.13 SUBMITTALS can.1v wdlm.leasthansevendays,Wtizingme,,acdmbinelimol,M, A Secdian 013300-Subm,elz sWpons. B. Act 3o1-StmeOm SpecN.dons fes Swawl Clinton,,., A 5ubmnaconcrle mu design as spedfietl above for baa,lroe.correrele nUMed in the wwk ftllbwing:sly d 310.670.9144 11.5@Sh¢pa¢..IT 18 SUBMITTAL PROCEDURES 2.2 FORM-FACING MATE RIALS C.ACI 31&Building CM,Requimmenb fl1SWdb.IC.rwde. B. 5ubmde certilcali.Wm..manaacM,orsudiddeedngtlmaElrfds meet Ne..ireme..,f Ne I. Www. www. A Prior.Nelnhlel,lbmhbil,Clnl ,shellsuCmdloNe Oes,"P.hoss,.aleC plated SUbm,dallmamad. A.ASC,at Surface Form-Facing Melniel: D.ASTM Al-Elonlied S,.cl.r fa Cwbar-Steel Wire AndWNtle°Wire Rainlacemem,Men end DefamM. ASTM and ACI dendaazrefil-bed. ears CDmmuous wala-fogspray en all SChedules lam given m Append,1. widI1-11"ous,We,end.mod,conc-olliama, fa Concrete Rebforcem-. C.Submk henufeWrere daid1111i9 Nod-Da.endinsldlee I.rmmaOne forma lalldwng lams. b. Floors to Receive Pnlreting Liqutl Floor Treats Is:Conbeaor has.ptiond the B. S tri Mls shall be IlledIanied by a thhenittal Ili to rodmong moorbi en 2. Formad m lwgel praNwble s..to minimixa numb,oljo- E. ASTMA61&SElndwa Spot .,,onfw Oebmedana Plain.. -Slee,ea.fa Concrete R.,..... L M.m.d,MSDatashallinclu°alar-dole,,,&,d,,,,Wdd,a..,.b,,C.....,.. faduwvs' (Glowing: 1. Prged nam¢. 3. Accepable Maends'.As rcqun.to c.mpywN S-ala FlnesM1dasipnadonA specW.in Sediop F. ASTM A706-Standar°Speoficatim for Ld 4 Steel Dddinni Bars 1,Conade RMtl-.mets. dabishadbe 1h1einetlalheprgedeilebytecmeadw. 1. ...,6ve.vm Azzo.ras.nalehass...drtsetlop,mh appicafn s ..drat dzrwereas 2. Conde.hes name. 033000•Cas-1n-PI'm CPnerele,mtl le f I-! G.AWS D12.1-Rellot-detl P.Moes la Walaing Remi Sled Mla,Insets,end C-lob...in Reinforced 1. Mbrip,es rots, mar.g mnpdbe sunam,n.ldl prewercad abwrytive[over ova entire area of .rod tea' 3. Dee eWl.Old. plywood m-I""""-vedpnlmat.ps. Conple-l.... 2. Curing mabindA Bbbr.d D.O.litems wbmihed;idenify work and Product by SpedficJon Section. . Extenagradepywbb°panels,suitable for[,.-te firms.wmplyng a Doc P51. H.AWSD1.4-SWd�Weld C,de-Reldadrg5Ele1. 3. Joint sealing mdiondl I. .I.gnmdendl..b pDve 1e1ndlessman12inmes. 5. 4-bor of drewngs ertl other pernnenf see. BM as III de,: 1. CRSI--Manual d P.cO=,end Documents E3 and 65. 4. Expans,on Elite fil.r eel Mawtae absdpeve cover wales starsled,and in place,for daatlm of wring p..M,but not less Nan seven ant's C.P.vbe blank spars..mde.ubtrrcd fir Ne Design EYAninonerb re hn,Ramp, 11 ARAH00(htglydenaftywMay). 1.33UBMITTALS 5. Polntrg compounn 2. MobMre-Reteni Cover Curi.:c-o,con sunme.wilb it-i-mti ming D.Thetypeetd"umbwdsubm.Il,foleedllemshallbeinacemde,ce S,c,o 13000. 2) APA Moo(nnedi-deredy ovwtay);mill-rdease enem treated and edge sealed A Shoptlawmgs:Cmnply-Act sl fi B. Bolling ager. ewer ho,.bbB,onuete,dialed in vndest precd[edewith,wits sides and ends E. CONTRACTOR RESPONSIBILITY 111.onor In.suotmal t.my devididr f.the Cwerzd Dbcumetb. q� 'q PoohPI Glassy ,B-BlIdedI 11111.leoe.etlgezededaM , N.fifyDeeign Pmfeasimal p-lotldailingbiddordng steel,hop dre,eirgs. a lap.d al least 12telhez(300tt),end seaEld by wed,r.d.pe diethove. A Cdntredmadellmakdallsubtihale,radvan.dl"e.damnwcgn......'-.e D.siDpr.es...WE B. COromledSurfaceFmn-Fadrg McMe:Lut."Pyw..,mdal P"'..a an.Ne,approved enamel. 3. l"cL 2. Merl .,I.nft..a d.l.,grades.bwscnedW.eesldrtucpapadng.OeM bar tliagrems.tier 21 MATERIALS LTS 1,. 1-elor nm lefNmthh'.daygera dwing<urMg penod,ucmg rover matwbl and welerpraol Lpe. SuNomrbmelOr review. 1. Prwidblumberd.ssetlm wlearilwo M9as and me sitle la ligMfil. nan9ebr.LlmJ.of splkes.Ni d lap.pces,details.mechardml spice-,I..,dead.d A MotMda nsignded by specific marlboth rs bade" d,In,apwove°,subjed to don,iian[e wits Ne gdhty 3. P.rdngorca,dn...e Sprwtnl of Water:Mei c.n-.nei B. Cdnbetlor shill lamp end sign,,In steel.shop,swings and proaud tlae,end sign or iridal each sabrphe m C.Fonshor Cimol,Cdwnns,Pedesals,a.Suopp Med,gl�ss-fibernenlolmd paces,paper,or fibro lubes Ntl welairg spires,4e sparing,n^Op.pacing,all.,Rohit ldr[wcMereidaremem. and ol.-mce ind.b.bid by Me bride-tier.l"sW[titins antl sp,dficadms.pudi5hed by the-..I-,.I dus,yW.for I.less Nan save,°.ys,.diorg me.w a cwnbir.....1,Me lordly c-pfitill wM regwiememe d Cdent lothentc.SOBMITTALS RECEIVED WITHOUT THE pr ...urfa.cwnhgr .alarab,pti glandsandexceadn,pecdedl.nwoMurfecddesf. 4, Wri d,,ipdmof%e,,-antes,t,�tadequalesec.os,e,e-Wons,.dd...ienot suchmerenotereincludein,nd,,,p IdOez,pcifiraV ,Up,".q.eetp.,°.cwE6ca Wm m ldlomni, HEAR CONTRACTOR'S STAMP OF REVIEW WELL BE RETURNEDTO THE CONTRACTOR FOR REVIEW AND 1. PrwidefonawiTsuffioertwdlhfidnsab.res.,paab.-,-el.adAwh-denmental acceptable. tan,berorsuppldl....I-sde.ignlMby..."cele ASTM.,ACIsl damsmdl Ne i. Water. RESUBMITTAL damrmedm. S ReprotlucdondfSMdIIIDII,gsforsho d,e.i lis"Aper dte°.Elecw^icd.v gMel 11 reWirm GTRENese slentine I. eomnuaua wow.fogapney. C.Clam Ilshalluride.lmdt[al ,ub,iOidN..gUireaddwmedsdoesndcmm temmph.ncew O, 2.3FORMW.4-ACCES50RIES hot O,prwided1.ObC.ntrad,. 2.2CONCRETES"din H c. Floe,1ORecevePd.hedFinish:Co....,he,op....not ng: T R Y C T Y R A L requ"bements d the Contract.-henls;^"ly submihhe reviewed by Ne Design Prdlesab^d bdnnlubi c-bince. A. Fonnw,kaccessonas Nelare,noeededin.nadeinduding Uesandhangam.nallbe[-me,c,dly B. SudtdaceNfiwdmhdmea.manu.......Pplk„biding...""I ds meet he ""'n'"'n"d Te ASTM A R idecmcrdbslrenglh,indimtetlmte S,udural Drawings- Ma-bveC.vm.s.....naerehas.w.,.,s.,.,mhapplimdm D.hers Ne Calladolampmsibilhyldfumeshequlpmmt.mabrial,..r lab.,wNe Pmjedwluchmeds Na iberi lredpm°ids.Donolusenwdabnlee°wultentdes. and Act-der°a referenced. 2.3 CEMENT wMM in.-IS mnore.....i.lall id-ted absorptive rover.or endre area of M 111111111111111111 requiem-s d to codes and Itooies....e wed le to.on..Docu ni Proton.,hem..... 2.4 FORM RELEASE AGENT C...-it midtest-. A Padang cemem shall canldrm mASTM 0150,Type 1,unless tors oNewMse.use one bran°only flaw. �'�� Nein mlyastahl,shaminimum Mn..elm°a.s.,a.nd.emdilMnwm..pot Ne C.-W...sc .in A. F.nrdeaseagnta.Iln.l.odw .slain.nwadve.ely-0ed ,,,-e,faasa.d-.r.ibrpdr D,S,b hmen&,a ,e,dd,f„en,R,anacompresdvesplio-. 2.4 AGGREGATE Lep.gnnadds.abs,Al,vecwernolless.anl2n.s. cdnkn e.f Tese,.,..,..m oranypro,.s.d.b.ti 1.".,N.e-^de .-h-,.e. subsep.rttreemeeedonnaete,Races E. S.-Itnenuladuahadai"pUdingirid.11.....-.mdadmefdd-I A Fineaggre b,itallcodwmlo A5TMC33. ears Mamteen...,ovemver .tetl.andinpeaa,for°uredmdanngpen,d.butndlers N."s.v.days. �� E. By res,.9,appmvingod^dsubmidng.hopdr gs,p.duddebi......plet,C.Vador thereby represen. Famula,e from-.lease apmlwM rust iNidlwla steelfirmladrg me,Mda. 4 QUALITY ASSURANCE B. Coe.,aggregate d gavel or auahed stone Sball.unto.m ASTM C33,cold 3M.Size coarse aggregate m 2.s,drong Or C.ribil.SpnNJ'urg of Wates:Mlnlain cm-ElsuMcesnd Ne O1 Nat he he,dlenmed and v,riSM dl fieb measurements blit connmMOn ailena,materials,member saes ca.log 2. Fain rlMseegoll far fort lir-shall be acceptable to font I-Ina-open. A Coadina.ane sTetlule inafimdy mnnerwM1M1 Ta Swcbural Testi"rnp11^ipecdm Age^[y Ne following qusllly acm nca roil AC131 B. raednuously row fdrnd lehslAan seven day,,Wlidng me.aecwnb,raTo �� uher,.noon ile,dela and Tet he he,.h.-.no,oddhn .top°.wi"ga with be.gbire4nen..Ne Fryed 2.5 FORM TIES "lets deme: 2.S WATER res fdlerdng: inllf Ne Lound Ddcumenb. A. F..ory-Iabftod ed,or snap-M,glans-fiber-reinf-edpleader metal fart Yes designed ereeimll-1 1, Vemyreinf-ings.leorq.ndy,sixe,lmad.n,aneupp- A Weleraholl be poldo and free of dellerime subitn...in accordance wig,ACI 318. Water. in WOMrble"InIll, nawii,il. Ill called for byIn.C.-ID-rienesarel-indbyheC.hedor.tei preswre.freshconcrerdonInsnd1,--Uehmg.cmdellonremdval. 2 Vefy "Marin Icdn[.te[we. 2fiAIRENTRAININGAGENi et Conlin....Adx-fdASPray. I Digitally signed until Ne submissiM has bee"re ewedh-Desi pnollew.nd.War,ma oto 1. F..ish,tit,NII.-beed-libl,metol-or Nm l I..(25 mm)IO Ne pane of exposed n wo.lber glee ge. a. Fm-to Receive Curl.Cam y gn yc-mince 3. InspectmecM1ni.lspececolpersdnareinf-em-wilding. A IEFREiLICER ntshillc.nton,oASTM0260. 0 p°4n°� V b Holl Jeffreys I....rvMfies Ne"Miniydme Dengn Pr.esndnal'swncdionsend nobitlor.antl=mplies wilt Nem wiNOW 2 .le ludic,. Z.7 A.W.IEOUCER Apply-cell-.AI ws operation by power spay orrder in acs^Nance Hol ! y y y excWdon all ROPE SIONAL REVIEW in LOMdtt Sum aLbm.d Tone. 2 Furnish lies Nal wfien removM,l,eve hoes no layer thmlintln(25 mm)in diameter in concrete B. The Swdu.I Tehdn9lYnpetlim Agenryshot be qudifiM in accadanm w.T ASTM CIO)T and ASTM E3291or A WRAN.Etlng ERREha11cm1ortn to PSTM G94. w m...,re,.wi.rib h,,m.. Date:2023.05.22 1.5 DESIGN PROFESSIONAL REVIEW aerie=. lesbng indicated. 28 HIGH-RANGE WATER REDUCER 2.MNUdthrees sub]ed.mn,endn.ell witmnreehwrsang Plindappi,aYm. I Tffr A DerIPrdoole Wwill review.Lbmnalz rots reae-di,prdmpthesa. . Fumishlies Mi iMeg.lwatd-bamwpalest,,e11h1nd,cdedlore=ivedempprooingor 15 STORAGE AND PROTECTING A HigMrengeesterredu111(sup.nA.ebc.ers)shallc.d.nmASTMCA94. 3. MeiMdnratnuily dC.afg,and repdrdamagetlung wdng Period. Je111 eVS17:03:18-041�Dr B. Design P,da,ionars.vieworcdtech."sreleronlylathegene.latang,.eMandc."famancedTesubjed wde�ng. A,.-,.i..rd ...,bwegro.nds,..t-r ."s...n Manlim.-II I.-M1eehammeMabend 29 CHLORIDE 4. Removal:Ahw arFA period has Ili remove wrvrg compound,Mod dinesubmdals,,,Ne aedgn coon,rite project and w.Ne inor J Boden MNe CorN.d D-renld 26 DOVETAILANCHORS coangs while ori Impair bond A Use no chlorides a any form in coronae, damaging wnade surfaces by melba¢rood-a^de°by coring c-pound \7]1711!!! Undwnd emd'I-1*Wd N.Co..ad crosida O..,i.wmmdude Neaimmsimaqu,Nes.a"d°eldils&Ne A. Ddv la"mosshal=,,Irtd24gegegalve"izeasleddov ,,,,T,,ngslNsv&lws1^plan°169age pART2- PRODUCTS 2.10 CURING MATERIALS nledtooll.less mandectler certifies wd,-pwnd doe,noeimwfereeiT X\\\ !// dams nor the apwwd or an assembly n...to dem"..s_ galvanrs.dovemil a^chars,unless otnerwisenOlee on O.wnga. 21 MATERIALS A Evaporation Rmamen Wabirbome,man-,lewlarfilmlon„g.menufacered faappdcad.elrem concrete. a O.dng dfl=r wvmne.etlon Pmjed. `N\,Y JEF"? /// C.Design Pr.essiwal'a review snap rid relieve the C,ntrador ban rezp,nsiMiryfa errs momissimsin Ue 2.)VAPOR BARRIER A. Defdm.d rel fl Ishan coMdm,d ASTM AUS,rete,to SWdurel D,.,ge for g.de(G.d.60 hinho . B.Absorptive Cover:AASHTOM 182.Ciell2,,dap doth made tram jute or Fend,wdgning appmsdmelely 9 Rens aF.-I,Curing an Sealing C-pound: ��O;GENS L suhmiha.. A. Vapabemershe11 consls,a polyldbi anal See Arcbded fortobless. G, Welded etel-floncsNllcOMono-STMA1064. ,x.q.yd.pi Si ml wh.dry. 1. Apply ieffib yto Bo-antl rebs indiwt.fn.Form..,opon"ll by paver f S `p- D.Oegn Pmfalai.-I'c A-&.0b.i.lssnall^drN.v.N.Cmoedore.re, aUilyfwmydeviali..In 2.B ISOLATIOry JDINT FILLER 2.2 ACCESSORY MATERIALS C.Moi-e-Rdidng Cover:ASTM C17l,polyethylene 6,m budep 1,Tytena shed. spray arallwin accordancewiN mandadurefa wnrcen inawdims. - No�I. Ih,he,,remenlsol Ne Cw. tD,wm.d Lnl.sst COrl.ctahasdi ciedspmdcdlendontothed.Ai .natlne A Azphdlimpregnattope.dedfib,boaN,s^Iafimjo,Mfillersndlcont.mw ASTMDl751an°ba12ti^MWck A. Anilid deebewibel-I.16112 gage minimum. 1. Co" 2. R.-Itreeleubjecte ill,...y.infelI widen Nree hours ager INE.appr.- -.Ai, meofs,dr.r.im and the Deo9.Pronoemn.has gives written appoval to the Apedific deviation. by fel tholldls d slab Or I..,,,unde,ind-bid dNdwie,do to Dravngs. B_ ..e.pp-dollb.pub[-dioibleeth Class,barsuppord iod,ml^9 m CRSI Spedfi.donz.Con-tel hock a. Am ,t Tempe.ted Baew50degF(lDdeg L):Blnit 3. Repeat process 24 tours leer.it appyasecand coat Mdn.m.Jnuhy d _ E. Deslgn Prdfesai,nel's realm of submittals melt not be wn5wedea-Indeq any rNenge in,be ClSum 2.9 CONSTRUCTION JOINTS may be us.tos Nnrallo...in a Men aper clearance cam eats. , Ant nt Tempe.tu.bdvreen5Od,BF(10deg C)and B5deg F(29deg C);Myc.,,. roaring,and repair d...g..,,curing pnM. r9. SIA n-'e rV` or Contrail Tine, A. Pmvide key type s.el fans by Vil=ns-edjoirb,Burse Keyed Kdd joint from dr Filtr et'. 2.3 SPLICERS Amb.nd Tempe.Nre Pbove B5 tlegF12O0m C):Whle. a�� ./,� 1.E SHOP DRAWINGS A.T...it.sp.-Me.be capabledio-olopng1-INe.ir.ong edel ASTM epedled minimum Yet D.CLng Pep,.Eighb11 L2-in-I-dopaper,cmsiedng Aftwo lay-d ft...d kraft deperlemmated roil 38 ENVIRONMENTAL PROVISIONS F`pbil""G�NN� of dravengs byretrmmmshel9.mbw endo dldld LOngad DowPmems.Mme all number,iderMly ea.dem- 31MINSTALIATEON OOFORMWORK B. Cmresai.n apices aM1ell be the medlap.l type sun Nal lne compresp.n sttess ist.mmned by end beannA E. Wdee Po.be orascsprefting rots ASTM C160NC1602M. A Hdweathar1 P sure aopliosv venae.ITd SEl.zo exceed TdeArees Fah.nheR ////!/1/111 LEN\NN` B. RryrMu=ond SWd-lD.wtrgs...-A.i sisnotp.--O .Elecb^Ncd..mg6l.s-A mbe A Lompy rots AG1301. be, e in m�cednc center F. Clear,Walerbome,MemNane-Fmeng,O'eird,Clo,Compound ASTM C308,TyPe 1,Class R 2 Fons,rei..rgdeelandaubgra°e shall be bggetl or spbh.nd..-water.on.,to convere 111.1171\ provideem Ne C.trad.. B. C mwak,.0 cbncrene mamb-end,Wdure,are of.be.,hape,d,gnmeI devallon.and pallor 24 DOWEL ADHESIVE G.Clew.WaEl..me,Mem,.o-F,ming,Nmdenpang Curing Compbund:ASTM 0309,Type 1,Crass B.ceriled in plecbmon, Ili,-aeo c,..."doidd,mendone; -rl.1o"hipl,adjac.acn..'...-.fWod.rpmeuds. Ir°ion.,wMinOl-nce,mie dAG1117 aedit.. d,Wilton Surface Filen designatirne sped6 SwSm Adhes,v.I,ran-.agdownsrex,sh^q=nc.teendlmdon.A-CBBi-13.Tgpe N,G.de3,CU A, Izy-t,cbmpou"dmandaour, ,.ti,tM.rewlhbbndingdflo,r .nog]. 3. .id-iill elemml....cdn[rda P,---IL D.Acopyato tadetlmrudddeh"p dithering.with the Dacign Proddhibnel's review damp,,to be mdn.ned el 033000•Cast-In-Race Conale•forazcaz,finisM1ea. B,BCumpgal enesaM epoxy c,nlem.Mhwive shell cpnaid da hes Componenl.dhedve system con..-I H.Clear.WIVIA.d,Mentero-Frohng,Cun"g Compmrd:ASTM C309,Type 1,C.as B,10 m 25 pm:ent solid, 4. M-Heng shall commence asaom as Ne su.msere finished arntl sM1all mnnue la It beet Thlstem Ill been elediddrell1'signed the Job sl.. C.Undi[wade liff-ro,lit zee allows: ,,de by side de-iiilorreaed losndxbgI-In,tips Nwughly brae.be eomponen.as It b injede°Into the """dislibetmg,dOifia°byc,i"g[dmp,und mmufad,ertohot mlalere with banding d fl=r covering]. seven do, anasealee byHodyJef Wl.Foida 1.7 PRODUCT DATA 1. Surface e-1.0:ACI 117 Class C,l inrh(25 mm). ride.Ad-Al shall love Retell ICC EvIluaBm Services,I.,Amep.nce Crlwie 300 hor long corm creep mit be I. Clew,5dved,BUA,,Membm.-Fomng,Cunng all Sealing Ca"p.nd:ASTM 01315,Troe 1,Gass A.Must B. Celdwe-wcmwel,� liens.number 82758 more Gate enNor A .'-hdnlypag.swM .epests.nl;m.k...copyols."°wdwintedda.lo,dmdyp.Nnartw.au., . To be use°on concrete eurlams rid exposed m view. spedlmllyepprovedhor-moraGe°c""aete. get IEEO-d O,ank Ced.niq. ore. Prosea-Iloaswne^apenodam-Nm3suttnMve dayslheav-gel°.1yailemperalU2 --E obtho d.tb de. rl-nrM to Sp,cficetian Sedi.rid Article number.Show reld.nce standards.performance chdadedali[.,and 2. 5unace FmisR.O:AC1117CI..B,114ir.h(6mm). PART 3- EXEC-h- J. Clear,Wilerbwn,,Membrane-Forohn.1 Sand Seelig Compound ASIA 01315,Type 1,Clods.A Mun rased drd,"Ide,40degree.FaM1renh.end set's blow 50 degrees for mare Veen one pahaany 24haur Printed copies.Oil d.cum-we rot copadden nOONE and pphg diagrams End=twos;=mponant park:ormhes;tl,mensions:ell reble.clearances. a. To be u„d on concrele surfaces expose°.vim. 3.1 FABRIC TION LEE,VOIeda.,one Cam^n-.let-. p.nm, zi°ere°signed antl sealetl are Ta B, Moaifymended,rersdandar°srhemdca.wings.Md...mstosupplememsbnd.Nidonafidnended 3. ,incd FldsM13U:AC1117CI.IA,1.1reh it-nn). A. FIeldesteel n ao=rdorre w Act 318 end CRS,nerdeds. 2.11 FLY ASH 2. P.Me Mw dbreakmheat.a,doh,,bpmtedheshlyplacedcmcrde. .fgnaeulb must be v,,ddin any p.vide.bml .pacMwllyaWllmbbeNewark.Deldelnfo,mJonwhidrlsndapplwde. . Tobeusedwheren-d on the dawm9s/.r, inMdecerell,rnnfshed concrete. B. Bendhe.=Itl.D-dM1,dwP.amecWbers.Nofind,endngdba.paN llyamb.ddeditc.-El.pwtnih., A F shall on Class Fby,on whh al ms On ignmdn d lac her Bve potent or Class L Py e,n w able on 3. DLng w-gp.ted con-e wit polyeNylme sneak or nArer,dankeb for,least seven eledmniccpp,es. C.P-idebrenuecere.......I..-Ny,atdimladafi.n msnldion, O.C.rsW.ensdghlenwghl.-e.e,l=s.c.n-:e..-. unlessspecifi.ily.p ,.dDesign Pm.s,onalandnerkedby Tenngandlnspectim Agenryfac.e . III—.hol Nan one pe-rideccoNer.-ASTMCES. days, 1.8 SAMPLES . Mini..joints. C.Yield only as irblmtbd.Per---ding In accordance veh ANNS 012.1 an.r AWS-1. 2.12 ACCELERATORS C Inn.inm..shall.a=ncnl..mpa.e.d.pbel-w.d.g..Fah.nh.pridrldadlppin9 A Subond.Il.ngedmenu.-,ref.lm-O.,s ...p,.-.-res.,,-Uirementsaresp.o d, 2. Expo,'Ganne:5ytmindlyahgnj.in.in.ns. D.TagrardonoleteNllriot,hndhodein. Non-chldnd....idd-snap confon to ASTM U Isms an reshaing He--re. indicating.lot,Ida antl patterns. E. Cln,Wdl,ly,e(=mS easyremwalwi,Whammed daces. -INGTALWION 2.13A RETARDERS C.Paned con-tel Wmtl dexwsnvelemp.re,falh ff.tsevenaays. B. SubmhAemplcs.ilM,.I.N...nal-,.densO.1,,.tlu-.indulingparls..d..chmedsazrwuheaby 1, Provi°ecrushawreckin Ideswhaes gdr y"gagaino concrele, beeh ry'"9 a" Desi P-leeldid. gp bypirgmay tla.a Illmlillp.surfaces. A. Bel-peon,conal.,,,,lnlor,e ,gm,ldiW,,,,C i,..O..e. A Rnareers scall=nlamld ASTM U94. D.Pried ACTION JOINTom wintl. 9n 2. Prwitlaepem.l.iter.surfaces edeaper Nan l.S honz.ntal tdlve.ml. 8. Place,Supp"",wmsewrereiMammemapann Oi,placeme.Ine=.rtlence wen AGI 318 mtl CRSls.nitams.Da 3.9 CONTRACTION JOINTS I C.AppmvedsampeswMdi.roof-pe,end,may be in[--lM in Work. 3. Inseallkeyway,,regleb,race,les,.nd.here[Ceas.ne.laea,yrebrwal not deride from alignment a measu.eme.. PART 3-EXECUTION A. ObmirDesgo P.-...I-ppno-Ifor-lion.a contra.;.joints. D.Label each sample sMn tde.?cabo^. F. 1311-1.1st-hured.d.I,bn-thong mdenl. C.Place cmrre.Beam fe'vdo.emem supPot pa.del.1 ot mats reid-wnenl 3.1 HIGH-RANGEWATERREDUCERS B. Don.pac.m"tracdd"joiroid framed i comwade slabs.0r sneer walls. E Fidd Pinicnn:Provide tub samples al Rojed,Ilocd,n eccep.ble,o peaign Pr.lnsimal,as required by G.Set Mge.ns,MIM,e.s.and in,enadide swell sbipa(orslabs to achieve required devli.ns and slopes. O.Install,elded-w,-=-I`name-,b,longest p---.I1.lets A High-r angewale,,e.erseret^beaddadale^.gereco inen°edhy Nemanrfect.r.TnesMmpol-o add C.Place cmtracdon ldnmin dabs-,n-grade.endiceM m the Orewugc. n-m.l Spedfile on SeamI,N,d dale sample C-dela end filled.A.o,,,N firish.in pace may be firblwa don-..,nares. ,o,zt, l°e ..fabhi i^N.tdpth,mdslabsunfn,,tm,e"de°ind.wfngs. anal bemebo farinchesarNerime Ne M1igMrmgewrier,retlucers are atltlM.D.ridpenil,esh cmcreEl CUTTING CONCRETE .1 Ili in=mpled work 1. or.d.and it.-unla lot..Pp.wine.ell 2. Overlap mesh.elapplushv°maesat Smeandendldnts.Ohsn.plol.,ining.heetwidlhs mmnWnAhuperpnnoibe to Come in canal wM hash loner¢rid oideieng sup.,heridze.. A1I-in Deep.Pinholion-ILIO W-vel pnr to..An pe orinstallJbndfbderw- 1.9RESUBMITTALS 2, Usesmka.0 .,Ia.so,=mpa.,ng-Iroe,-ads. .p"oneloner.-bit,eneither°i.Cdo^.LacewMeidmtb hi 3.3 ADDITION OF WATER AT JOB SITE 3.t1 PATCHWORKANDREPAIRS A Wnm suhmiVdsare rewmetlm Ne Comrades roil tl.DesipnPMeasbnefa wmecd.s Ne Cdrrtrada shall H providetarp-ry operunge far beano.end impe[ddn I-v inenw,ee offohn-At holooleble. ]. Su pIed-peonelili^olexcee°2led. A Pmid,bled,dckd,mdlmdng N,emwd ofirm-erwh-dol Ne battle plaelOre-hod dconorle A.Nddly Design Pr.esdonddenydd.chv...,in....e tohepaehedorrepai.d.Repairendpdchdeeclive Beach make O.Ill retl torr s.Upon request.resUNml one carredet set. 1, p..e,e"ingsw,fps"elsbghlyfiltedmlwmz.dsecurely bonen"pwen11-ofmncMa E. 1-ish..fn-I dreete or me.anild NEI-on dNied,columna a"°p.,to pend=rNnuous dediNd,d.Winer may be aft°edto the notion Ably it n.dher the maximum pemba.le waterlcemenl.dd.or to m-shrink gram CIA Nndelectivearea.rowtrod indried diameter to,ohd lade.but not les.Tine B. Cnntredor,nalldittSpeci6carenb.OnNeresubmmaltoadrevwi.sindud„glh.e..esl.byTeDesyn ental. ..nolnem or davelopmem lengths l fust imenndid.. ..I.oisump is exceeded ind.of...hch.Make edges of..od,oldfNd l°the concrele sura.. PMeaMoral on prevfao.aubmia,iit 2.o L-.temp-.,"ingsN "sdine.spi..u.-.ns. F. Md-hlverandtole.ncesenacc.man.,..-Il,d CR5l Spey.-o nl..indlca.d..W,em B. ..ln ellnotbea°ded....I.....-.ee°^nod°elecd^gh.b.npe...d. 3.12 JOINT FILLING 1.10 DISTRIBUTION I. Chamfer litenw comers old.g of......exposed.nae..Pmvide 314-inn tanker dell come.. Swdurel Dna Inge. dPLACEMENT OF CONCRETE A. Prepare,deal.ledinten I joint fill,in a[=rdmce whb rin-1 urofs written instructions. A Cizdbderepmdu= so/shdpd.win9a,copies of-tludtlda,entlsemples which bear the Design J. Atconcwed.njoinla,ovMa nh,m,previ.dypacedcona.enot I'll.on 12iedmz. G.P.,-.,I..-.belwenbe.andl.,.-Intl.-I.ea..".,.b,d:am.enan.l.....nd-113 A Dep.s--,.estd.,asp.aca1.In.1posh,.mwdvents egregiint-dtcrele. 1. Doerlottliligu.,cmalehn,gad.,I.tNre.wN,.(sbmonN,forwerehwsesad.r AllantieBeaehCountryCub Preresaional'srevi-w..,.j.b.1.1,Re.-Documeta Yle,suhcorb.-.,supplier.,dher-.M K.Fp.opdnings.[hafe.,.O.ek,linkages,keyways,pedes,Mocking,a-ede,and onitheod.rewired In Ne Wnt. edbN,aggreget,iti-wfs Brede, B. Oo nntu oh-.tin.......In Flafsg and fishi olncrdo exposed arses) .1 end r,-,,"qudhg ldwm Jon. I. Ddbnite sixes ell lo[adma lr-bade,-viding won items. H..Set vire bas wtrh ends.red.I1.c.crele.rid toward--on c.ncrle surface. C.Place thicket SlMs.r penlims iMeO.l.M.or dabs. 2. Odindont"e°s�nod,onsW-,-aR.sper-.,Ily.... Phase 1 S.Werited.inea=dma"oe win all pedam,d Intl to reviewed tlrawmgs. 2. ONWnwlihdnapp..I.f Arheedpnortofoni"9Weni^gs"dind..tl on Drawir,s. S3 INST. TIONTOLEHANCES O.Prep-pare adep.t.,,r vey,place,e"d=.concrele In....ten.Ydh ACI 301 end Act 31 ti.Wlfd.s B. Remove dirt,debt.,caw wdng.,-.,mmpomdeend seders hanjot.;Inve-led laces of joins dean ntl PART 2- PRODUCTS L. CiedW n and Movement Joints: A. Comply w.ACI 117.rms.Dad.tde.nce, blas platlng c.-e. dry. Nd Us.. 1. C-ro"d joints hue to line w0hfe."pwpenicullto aural.pane d concrete. 3A SPLICES E. o.rp Placement C. nsellsemn9id j.ilfil,fill eapin incaw-odjoinband et I...l 2 inches deep,"1m"ed jci"k. PART 3- EXECUTION 2. lns1.1s.abet,Ta.apyea.nced.,roeden.I.p,.d.Ilomdon,lndi.l.dw.e K Do nor apice.nfodi.nl en[apl as ln6ca.d on SWdu.l Dreirgs. 1. Bef-plod[...concrele.-1,then metileem of ho.wOA,r-robiort endo-oddem.,and vapor D.Overfih john,ell tiler joint filer Ohn w.,W djdrl after b--mV. 1600 SeIYa Manna Drive Nd Used. approved by Design Prefeze, B. Shig spficesn accordance with ACI 316 reame,iscOApinN.ndthdr.,r.dirsp.c6.zare.mptled. 3.13 CONCRETE FINISHES ENO OF SECTION 3. Pill,joints Idmenten C. cw it ihenedd°In a[dtione a vAN men.adure(s ellonoadom. . Immedi,t*pn,m,c.creeePia.menlinspectvaparelanderlorl-.ae..a...t A. Fid.n[.-e in....nined.0 ACI Iii Atlantic Beach,FL 32233 I perymdiwlarlO main ren peers may De use alldon,antl. Odective areas. B. concretesebsmfleness and levelness rtl,ances wfiiM c.nspdMmFF 251FL 20 m,nbum overall les 4. L=dejdimz fwbeam,,skbs,,dilimd gdNIn..hemi.le Nira.spans. 3.5 DOWSINIIEXISTING rd.l.lb-1CONCRETE par gconwele p.=mint and make obillmhe dl.measured vales and IF 171M 12 mnbnum 1.en d and I..,A.a.n. gRPENDIXI a. Offsdjdesngibers aminimumd ance.,wice Ne beam vAden M1dm abeam-gimer A. Mid- tlnedve in ante,J..wiNmatdac.reis recdmmentlad'"ora. sb Providecine.usins Nano.vapor,ninhir yin rvi SUBMfTTA.INFORMATION AND SCHEDULES In,nMOm. B. Mmim,membetlmmdlengN shall be l2 bar tliamela.,unkssnotetl oNew.is¢ n-hite render lodatageearedsas Werk-lesson, C. Fmcmae.slahslo or.d.poid,of,11obbid to Namesend FF3%Fze tdwa^ms to, foo,inne, FF REVISION S L=are h.nxmEllj.,ntsnwalls all Mumnsn untlerslde.fl.rs,dabs,beams,antl gide.antl END OF SECTION 2. Nnen Amhd,nl end,esdng snit,.pe[tidn agencies 24 hour pnorm c.mmenmmem d.dnade 451FL 30 minimum.v-,for cdmpmhe dell meas-tivaluas antl FF 3DIFL 20 minimum for anyindivitlualfloor NO. GATE DESCRIPTION PROJECT .. S.00.o ,a.0..11e , plammmt scrod". 1 12-2 3D Pntlnq 6. Space verdcaljdnts in walls per Spedfi.d.n 033000 Cas,-ItP.ce Cm-e. 3. ..]d-Mg,bmem-.dud..-.eryldP.jd.s M.cdunngp.1imeMu.I. appmvM by D. Fprmem,tlmkcol.WN".n.0..snot be fiNan.lo an FF 25. .Icii3 DD Prov CONTRACTOR a. Locale j.ims beside ple,s indeg.l roil oval.,near=me.,mtl ncmcnl.Ipcadons Arnhedl.wring, ddnd dvice..I.ft u,dndgNg.11ge .t.,,t .dverydcket. E Fw,h.Rd c.m-..,FLv.Nes°On.applyedabizles.da0e,.hnngiS removed Z wnere.sdble. SECTION D33000-GAST4NiULLE CONCRETE a. D.rid a.weermcmcreEl ahenaddng higM.nAe wetenr.utlng Mmlxeres.mipure. F. Slabs.s ,chdonotmaebTeflatee.mdi..Inn.a,,N,,h,Rbe,,p l,d,rreplacea. 3 033033 p0%CED CONTRACTOR'5 ADDRESS 7. Preside mnswdion joid.in a.com.ce rots-1316. 4. Bl..lest.-plmganpledrge.n-te.w,tormaybeadd.ae Pr.jedahe,wbjedtol,meafionsd 3.14 FIELDQUALITYCONTROL OS23-23 PERMITSET 6. Pmvide11J24nn-deepkeytypeConswdonjonlsalenddeaNplecemenllorslabs,beams, PART1-GENERAL AC130l(AC1301M),butn.toexceel.ea.^umintliraledon orf-betlNrve,till L 0. Special lns.Nms:Specht Mpecmr 1.Fill field bldl antl depeN.s antl prepare leafing end inspeao" dings.Revel lmn.Imsyrmvd. eo1.1 5ECTIONINCLUDES Do not edtl wader.connere.1,adding M1igl ori,.--nodiadmioni-bo mi— .pone. 9a�Rdbr,ova 1.ae pwdbe,and.rmry h-surface prior to paongme rep rid C.,me lunare m a A. Sedim Ndudes,,a'"ylacec.[re ,,wo dcded"m Ne C.Oa Dow.-t o,, nwwiserequiredfwpmper S. Deposilme-e .ridnuouzhin.elay„nh.i.kllay-dcuch Nick^essthaeno"ewconade B- Engage aquddei,esdnganae....figagmcy.".-.cica^dir.p.]dns.,dl..ubmlrepwd. PROD.MANAGER PHONE(_) FAX(_) INTO"'lient a expose sand=none d-plq.or be wwk. .pl-Il.n.do,en , hashaNmedmoughlocause Ilineorpe"esde,on-ol. C Fm each load dlive.d.submh Nree capes d belch delivery Bckl to lesbng agency,initi.ng."".mix F M.P.Whiner,ryp..dldpMngsin1,nw-wh-rest,iratltofacili.lecl.a,i,andinspecdon. 1.2 RELATED SECTIONS le sedi.ca^not be placed mminuously,provideconsWamjdmc ac Ntlira.d. itlerNBwtion.edmirtures.design sbengT,aggregate mze,tlesign ab corn.^t,desgn stump dfimp dbeldel^g,end SUPERINTENDENT PHONE L_7 FAXU 1. Loceo pa.and openings in bohom.vw.horns.in ins-pcuws ldcadon,lo allow During A. Belli.III--SWol-I E.-Fdo to .-it norden evoidsegregenon. tor -din.jedele. her to drdr. B. 5edim 031000-Conade Fdmw-. c. Oepdsft senate fn blitontal layers of dept not to exceed tonnes-design Reen,rea and M D. Inmedims: MOBILRATION DATE tae Llosateen,-qp....r .drl.lhbghl-fibro,,."l,OLsh-dT sid.....fdn,atd C. Sell.032000-Can-te Rei"I-et.t. a amert.avdd inclel--di do john. 1. Headed bolt.end coda. realty fide°,edjonle-rid b.apparerl n exposed[.-.I.- D.Seaon036200-Non-Shnnk Groh. dm Cmwlida1,p.cM=n-tev.ed.nicalvib.fgequipmmb,nacc,d,n.wi AC1301 2. Verdmdon.use drequiree design mixer. PROJECTED SUBMITTAL DATES N.CleantorbrAandadi-.t.aces.rwdi.e.n-I..Rem"vach'qs,wwd,s-w.1,tlm,a"d-.,d.fieiuct 1.3 REFERENCES 1ACI301M7. 3. Cmcrettorionere,i-ding conveying and dWm,dng. before plaotg senate. 0. ACI901-Sporificeei.ns lorSwNaalCmcr,e les Buimir,c. 1. D,nm use vib.mrs ebanwot=n-.Inptle Ions 4. Curing promdures and maimenmced cutin,t--t-. FOUNJATIONCONCRETE STRUCTURAL STEEL MPSONRY O.R.dighdmfam,,,db,.ingb .piadngcon,ele.a,q..,d,mpreve^t mortar leaks antl maiealn prop, S. ALI318-BW,dmg Coder=ui.mente for SWdurel Con-le. 2. ImMantl wM1he.wvib.l-venimlly al unhmmlyapac.Id[atimsl.raptly S Veriri.bon ofcon-le strenBT bel-nmwd doh-smdfamshanbeamsantlslabs- BREINFORCING O�I� alignmenMC3 t. G.AST .. emFacet,,Mak"9and C�ririg Concrde Tb,d Speclmensin Ne Fidd. pe.ndeplaced.ylandllean6inchea(l5Dmm)erepr=Mirglayer. E. BalchPI,Ml,,Rcoons:Onarmdo.basis.asdltn,"edby A.Mect. P. Ldal..aRSWaces dlwms with ldmmrelease agent.ewmtling to manufadmofs unlet msWaons,baba D.ASTM C33-Standen Specifilit-for C,ra.e Agg.gams. 3. D"ndmse"vibramrs,nmlow,.ye.dconade Nathavebegun.lo0epasdnly. E Concrete Tes.:Tesbngofmr".e.samp1 loff.shc,nore.odanedlna.dNance eiN ASTM a 17210172M SUBMITTAL DATE SUBMITTAL DATE SUBMITTAL DATE N. -1 Don.sll-w.x ssl.m Mgas.....accamu.leinfmn.a.mem[on-1 with.Ill.. E ASTM C3,-SlaMam Ted Me iC-pnes l.Stf.gth of Cylindrical Conade Spewmens. 4. At ball,Inserot,Ifml dwa;.n.vibredon.dime.,essay.consOOdale concede, .hall be perfdned in mold...e wthne lolline.g quirem,ms: surf...,iainel-.1henc°^[r,°widbap.md. F. ASTM C.-S.ndaN Specifimddn/es Rea°yMUJ C.-ta. a"acompled.-th,enintef,-,c.me.a.-.,.m.dde°t.msw,U.I.u.9 1. Tesdng F.quancy.ONlnonecomp"sn.,a lefall[hday'spdurdeachconcret--iMefor Sits Preparation& Fan.torlEtta 3.2 CAMBER G.ASTM C130-S.ndard Test MCOwdf.Uri,Weght-.1d,a ArCom-(G.Afine,)dCon-le. A.ure conzdNed.1,ii,hb tel. eatln 100 wb,c yards p,sell"1. Equipment Nfinedm .-OrWns A. Cambwfamw-..labra"dh.amsldmcope".de.raMcipl.d.ft...snfamw-pn,eohamedn9d H ASTM 1143-S.naard Ten MelhOd Ica SUITE,of Hpthoid[Cement C.ncree. 6.n Depoodend=regi-lonaetel.flo-diddi ilin...dn.-.paid.,-1.tithe. Wnenfr Numcy.tes0ng p.v,ries cower to^five mmpressivestrengN te,ls Lor each mamldn ldernces sped..by ACI117. L ASTM CtSli rdartl Speofv,Men for P-ane Cement, cos mild,Lend p......I a panel or ii-Idn b=mpde. cm-.do re,.ang shad be contluded fom et lean five rend-ly seloel bae.ds or Concrete Mix Desyn Maar BohB B�Setsaeedsmalike camber.maintain aperifiM=n-Ie tl'ckneaa. J. ASTM CtT2-Sbirdafd Pace for Sampling Foelt,Mixt Co.-.. e. Do toe place mnaele 0o-entl slabs inaMeGemoam sequence. Wm each belch h few,than five we U.d(REVISE To 31F PROJECT HAS LESS THAN 50 EmbMl.hems 3.3 FOUNDATION ELEMENTS K ASTM CIT3 S.n°w°Test Mddhi la Air C ono Free.,Mlxeit Conade by to Vd-etrk MCNod. b. Consd.let.cmoed dung dammed operetims.=con-.Is thoroughly w,l.d-.tl YDS OF CONCRETE TOTAL) Fwntledm Reifo.i"g= Eredion B Detail A Fain founded.elements it-oroner.nnims are sudr Nal eats trent fom,we L.ui.de. L. ASTM C230-Sendard Spedfird-for Few Tad,or Use in Tel.of Hydri Cement herd,mmeM antl oNer-btl°ed tens and into comers. 2. Slump:ASTM L14SC143M: D.wing. B. Sid.a-for lwndrion walls,end tamed-down slabs shell on formed M.ASTM 0260-Settled Spedfic for Air-Er.IS.d.M es fa Con a c. Main.in reinlacemet in pmhion on Cad.tluing cd"den,placement. . Metineiin Tntdp.semen,1,es ,[ pmhas-ple,b.nd.ssthatoneteehol C.Mdn.m mldoo.cw-gel of reel,ong Abed as ildiraNd on Sbuce.l Drelini O.gSTM c4,4 E--,--Spedficei.n for Chemical Atlmixwres for Con-tars d S[reedslab,facerollastrdghedgeentlsotsoftenconedel..U.s. eachdaysp.rdeats comatet,.lure. 3.41NSTALLATIDN OF EMBEDDED ITEMS 0.ASTM 0616-Subbem S,norioin for Fly Ash andRe-Coh-ini-I P-lan for Use as a oirood e. L.vel Coroen,Cu:high areas,In BE law areas. b. Pe.n.il ihorm tem.wh.con-te mrsinetcyap Ibeh.donge. `^ q. Set and sew.eIlllde°pales,heird,,,,,,a^danMab,hz in accdman=moth approved A1,dre r, Admubrein dith-Cemed Cm-e. 1. SIN,.......nli to online where.,W 3. Slump Fldw:ASTM e16111C1611M: V/ and in ouch amannw be preset displacement dung plot cmcr.e. R.ASTM Ed155-S.ndam Ten M.-forD-Trunwr9 Flow Flon-and Levelness Using to F-Numb,System. g. Begin initial bmnoii.ing bull Hods w derbre5 m tart A.I-and dpi-t-ed sudaw . One tell I point a poNcent fa each c-polite torsi bon n.Wel dten one beet for Z WOOD B. InsWland.r.ds..-..ylocdcit,tplweb.s..ire..d-,I,g htdwan,llFS1,11T5eAI5C S.ASTMC1315-8k" M3ped6 .f,Liquid Mtmb.^e-FamingC-Pounds Having Spe[id P,W,dea/ol oil..botareaxmsahlee....0paeno"Nesunace, shade days p.r deach=nwe.mMmre. 303. Curing and Sealing Concrde. h, Do ndbierdnrb lion,surfaces bdde lbri flushing op-Mm. a. PeRrnatl...n.1-stwhonc.-to=^ec..Y.PP.arstodemge. O SUBMITTAL OAT- I 3.Insldlende nl Ir-N.regruredr.ens,renre eIeaves,mtlrvs,antl nail... 14 NOTICE 3,5 TINE LIMIT 2. Ar COMen1:ASTM C2311C2]1M pressure meNJ.la nwmel-weigh)con-,e;IASTM nztdl wntinu.ay.icd d.vatdlanNoing d.a with fillenavips al ion-.lore.sonde entl me.r,ovalll Nody DesignPMesi.alard St.ce-ITasdngn,a,am Agenryndtlessthen48Fwrs pow to placing A Depdslcm-.wiNinmeand.ne-hdfhdurseherbaldbng. L173.173Mvdumemc...O,f^rs.-r.l.gn..ightc^"ane]. Tmzses Vde,andicaleddhervnseby the Otwingr con-.. 3.6 MNISHING FORMED SURFACES aIOne1.1forea[hc-pdadesa.,I.,huln.1-Nan...leztforeachd.ysp...dee. I 11 11 I 11 E. Geon embedded hems kom.iaeMprfdr m clued,placbmbM. A -Cen Surface FirOhbs', mixture. 3.5 VAPOR BARRIER 1,50UALITY ASSURANCE I. Act 301 SLnace F.n,sh SF-1 D.A 11 cooper.I.—Wpm.by lam-fi mdend. 3. Con-eTempe.ture:A5 C1084rC1064M: Remar,s: A.Where.d, d..n Ua lgsolll,,pwba,res„ewer,pipig..,dgrenu.rsubbase.bNbl^wc..11san° A. SWau.l Tenngl.spedion ABencyshallper�ort Nefdlmwing.aldy.le.dhm.: a. PdM voids la,wV,m1.112irMp(38mm)wbe a ll2i.n 113 mm]de W. 0..,t-,.M1.n rempeaml..s.d,g F(4.4it.C)mdoelw Or.de F(27 duds,Oid-th nwlJonme Nxpafnen joints d ldewa.s. 1. Examine concrele m W pe w vedymae anode Wpd prepedy Ailed, b. Remove projedims layer.on 1 inn(25 tt). Ill CI and above,and One bid for eats cempdsie sample. LL B. lapvap.r harn-mntenennn"muderldi[es. 2. Pnonaeump.mac deemM nemssary for ea.[made l.M.Re=in lwaler.r aJnixbes c. Ie hole.dot not require pa.Nng. 4. UnilWlde:ASTM C 13B fresh unl weigh d s rel Con-El or ASTM C56T)C-til fresh and C. Do notwndvra vapwbmw. are added 1,Naconcrde idbejNoe.Peno..difi.rel slump teles ane,job she adwemenil. d. Surface Tonle ACI tt)Class D. weigh.m.du.l rgMwagM cm-e. (� COMPLETED BY DATE 3.fi REMOVING AN REUSING FORMS 3. Cancra.testing:Octan mac-poste sample!«each tlay's pour aeach concrele mipure a Appymconwee surfaces lnlexposed.public vlew]elnaenecedms>. aOne dn[(a eachc-.sde,ampee,but not less ten one les,for each.yspmr.f dam V A. F,myw-for,Itles of be-Yllis,columns.end similar poll dO.W-did d...Ot eupp.waght d cone- [.Mngg 5cuyd.pill dne,ampe b old,,ddidond 100 cu yd. 2. ALI3015 ff.o`,inish 5F2.0:As-w.rin,reho nrd imp..I,I-I,.g maledil,amangeit in -e A,x,- w may be removed dh,wtLlaOvey CLnng Ind less[..ED hep F(10 deg C)f,24 noun AOerp.cing concrete. hbii,5-npr.ez.trengN,n.f.ead,c.,e ,Mdreper AC1318. on..It,mit eyttetridal mmne(-a minimum of seams. 5. Com-salon Ten Spedm.s:ASTM Cirol(I M: a, END OF pPPENOIXI Concrde tea to be hartl enough to not betl-egetl byfon-removal.p-d--.sats wog and wdeaon operelions 4. Per c.mpmle,samplebiker,m.Idfoursla.end.red specimens and moil two field cur. s. Ptd,vogsfay .3WmCh(19mm).d.alRmch(13mm)d.p. Cenand.ti... wrelwr6-mch(I En coon)by 12-inch 1300 mmlcylmd,spe[,mens for LL toed to be Aattained, specimens par cel la=mpressiva strengN besfg.For eats ad molded,rection: b. Remove wgMmn,lay,Nor 114 in.(E mbr). each compere.camp..ll lesdng agmry,M1 les to ace 4 mCh by 8 ins cylind-. U) SECTIONO3f00II-CONCREfEFORMWORK 1. Le .1-ii-fdb,em.-join.,e.bs,end.Ili-..l d,A,rla Natlup ..1.0 a. Slump Path De hoes. MtldCdo�b1e.r.,bdre.rM. nplaceurol-tol nel.dr-ortedell)Opens-dine-daydengn=mpe,hiva b. Ab=ntent . Surface Td-rice:ACI 111 ch..B, h, as,m a=re,an fiNtl care two naMwdcylintlw Apntmere les baa coTEIF Z f PART d- GENERAL al.r,N. c. UritwdAM e. L..bms:Apply.cone.tosur.las[e..sedt.,u l,.v.-.I[I.re-vea.Ybe I.n.s,]jor samplelaev.uadmd.n-.StrmgT la ramwoNJsnoring removal(DELETE IF O 1.1 SECTION INCLUDES 2. Reran-omsmlyAlhoreshava heen,mngebmpenIne. a-ilroawrotll.....i"g dr d. Tem�e.r-biem end=node 1p be raveled wM.c...gorwv,n"gm,enalapp..dd,..ymc.-le]-in,..l..d-, SHO�INGinNil�re,antl fieltl wreQlwo standard UIRED ON PROJECT) .cdm A s .eslhedesi9rand,,ctim lonwoN shdfng,M,,h,ngb,=slarpl...." d..nd eisdmmgchores. a Lac ^n.placemem 3. AC13013urface Fini.h BFJ.O: Nraer sp,omens la ea p"ala On entl B. Clean mtl hemi,,ie a lints to be reused en the Wo.. f Ar,pemnem inlonetim,wNas addd.n of weer,atladon of admixmre0.lc. Pd.voids lay,Nan 3l4 inc"(19 mm)w10em112 rich(l3 mm)daep. sample bevaluadond.n-taloangfldmeofpdsl-tenslmin9.(DELETEIFPOST- - Iii t.2 RElATE05ECTI0N5 Split fiayM,tle.minNM,dr.Nemii.damaged l,m facingme,end-mac=pale lar 8. RWOM1 in -"vg,as eiredetl by Ne CecignPMesat.al,.Ihe same tlay Net less era pdrfame4 b. Remove ti.afi.slarger Nan 1181nch(3 mm). TENSIONING IS NOT INCLUDED ON PROJECT) A Sed„.013330-SO,olrel5ubmidels. expo'ell surfaces. Repbrb ofe-,oresziveathign,Ili..hot l contain Ne inti,-dvldfc.i.name antl number,doted Plcfi,ie odes. 6. Compre Five-S norLesls:ASTM.003gM 8. Section 0320.-Con-.Rant-ement Z. Appy new lorrr.releaceagent ,,pace,-,n- ron-le Eleni agency,...-ii,ig"[dmp.ssive.enp.lo=tion of E.ra TaI.."ce:ACI 117 Gala A. a. -dc /> L. S. -Cinlin-Place Loncrle. L.Whenfonaarerw,M,de.nsu.ces.movednsendld..c1.^d YgMenedosej.., .pea[emmel^sW- din-Ierni.-0.sendmlends,coon-ssivebl-.nlstren9N LouNms:Apply.con-tel surfaces lexposeampub,is vie,,j jbo receiveambbctl fidsn,]la 1.ales,one leborel.nyrured spedm,t seem days and Iwo sgGmens e,2B tlays. 13 REFERENCES 1. Ad9nans,pre,,in,smavdid.Beets. and type of break o.hot covered In a coafir,"r=vMng mdMal aped.d,R.y......]-man 1p.dms>. Fou.apecbn.is d be held In.....,ae ^ A ACI IIT-S.nd:,d Specilmlio"s les Tol-rices l.,Canrde Gpnnrvction ntl Mlidials. 2. Dondbee p.1Mhdlmnsf.rdry.,dont-esur.CesunlessepF.vdtyAmnited. B.Therea°y k...-.pla.shdlbec .df.wnbmanc.M.lh.1,Wre..-Ile Na,o"d Ready 3.7 CURING 2. Tenhvofidd,.,.spedmmslorremovaldldn..r M.nng.Die LL B. RCI 301-S.neem Specificedons la SWctural COnpaEl. 33 SHORING AND RESHORING INSTALLATION Mix Gmcrek Azsociadm. A Begincudn9pr.Muresim.ed,tdymllow gthec-brm.m-.thdfisdng WwJon, dweniredbylormw-en9lnee,pertheir.lcu.bbnz.lDELETEIFSMORING �y� C.ACI 318-BUildngCM,R,.iremenkb SW.I..ICo,trete. A. CO.plywh AC1318(AC1318M)md AC1301(AC1301M)l.rdesign.ins.11adon.andrem.va1.1Mh ingand 13 CONCRETEMIXDESIGN B. -.d lfrechlyplacadc.^adeh°mp...W tlryin9 entl ex.ssivI cold or hot.mpordil- REMOVAL IS NOT REQUIRED ON PROJECT) VJ a D.ACI347-Gotde,o Famw.d for Con-ears rean,n A Es,ebish concrete m,x design pmp-ore in sawitanw roil PCI31 B,Cnaper 19 enit26fbr.acM1 cdncre. 1. Ma,nW,.,sturebss",moreNID.2..q.t.h(lkglsq.mxh),.Iw1dJl,=ord,,.whALl 3. Test Iwo fidtl-carts spedmmspnormadesang.pos,4ansi-n00le mbe pe[ -gn 0 9otre,h.n mlmeasaement.dabmlermceskc.m tlrawin 305.1Jbldreatddu.gf-h.g,p-dons, dwenindd by post-!¢nsioning enginoa per Neir cal.labms_(DELETE IF POST- Z E. ASTtion(. -Sdmdld5 idr,.r..rPMo-.Exmnsion Joint Fill,fweon-tel Peven tl5ltd,al d. 1d.Ir.,ove,Mn gu plle, sVe.gtnndrderNa 1. gars CoIsWNm(NmeNutling and Res'�enl Blluminous Types). B. In multistory crostmcfim,epeM shnng.r resh.fgovara sudciem numherdemrEl.2ictribdeloatlan such B. SLbmh=r-erntx tledgns.lndutle Dee lWawing: G Curing Form.SunaceS:C.m01yw.N ACI308.t 1AC1306.1M)astoll.w.: To IS NOTINCLUDED ON PROJECT] Z ASTME154-S.ndam Tesl.-.,fa Waef Vapor Rels.-U,edine...whhE.U.er G.n..e Slabs,ata.er Nln.flomormemberw.Ibeedeaslvblyl,ad.wwdlird...tensile stress in cororeld Aembers w.oit 1. Types.quin.b.olmalMds. Cu..-.it con-lot,dams,lrl1b,h9 undersea dl bees"ser support.slabs,and odes similar b. Acom-„Ivo-wer"o- non,-wessive sbengt finmeset..xo ¢ on WWla..r as Gr.ntlCwer. Wficien[sleel reinlwcemenl. 2. Sump. ,Lrfacas, speam-uninn"i-flame camp.le sample and bated al age lndi.,M.Ifo mch by¢ w N I.45UBMITTALS C.Plan sequence dremovala chores and nnbre lO avoid dema9e„convwe.L.cme ell prwitle atl.uate 9. Ab=reran,. 2. Cure consreEl cdMaiting bot,igma^ts,^ac[m0a"cewM .,pig......'aU-'s.nsWams. inn.Ai.entI..M,ft shall be Wm a sl dthreN specimens. A Pr.ud Dila:For....following- rnhonngml,pM eae.dio-i--onssivesbes-Iddo Mn. 4. ReshuM wd9hl 3. df.nsr,mi .ln,c.n,gpel....istcureaherimsenugbms. 7 Wnen stre^gt of rld-w r,hnders iz less Na"BS peruntd[dnpanion.ba.tdMcuretl C For.... fort-thong malerMl. 3.8 FIELD OUALNV CONTROL S A99re9aes sieve analysis. 4. h vI,co odor.end of cu.g period.coMlnue curing fa remef"0ord curing penod.as.1-: cylinder Conbaddr shall bvalVa.,deddr,endil-del mneave procedures to prdeang and 2. e.cedetl surface foohn i"g latent. A. Sped allnspeNom:D..res,Itengegee[,per,dinsp,r,)[,Mjjqualifedtee.gonain,peIng agenry0. 6 Dos doneinnowe,bengt. ao C.fu.s Foggr9:Menten slanting-or on I,—.suno....il 6"d.edr,of model.. .m,implare c.crne. O 3. Fon line.. p-held sesta aro especdms end prepare tact reps. T L-Id.of pocemem n sweere_ b. Contri SPn-ni Manan,.no-swled,low ,sly rod. 0. She^gNd..i cdnto.mere will be sl..ddry l every avenge a any three co.ecWve 4. Form lies. B.Testing ggmry.Engegeaqudi0etl(wdng dnaimpeN"rip aganrym p.on lads nitinspecdms me bsuomh 8. McNMdplacem,lL Abawpdve Cover Prodemp.doll, vel tl.d before-1 lotion;appy ordhional wda. .-p,der-sbiond,ledl er-or..eeds spevFal arnm.lew.elengd,di r,camp,,,,,, m jdnr Nler. repot.. 9. Meth of wrkeB. abs.rpdve materiel b.maitain cmveEl surface c.minud.ly weL c gt test value tall.beew sperifiM[dmpres.ive s.mgN by more Man 500 pm(3.4 MPa)l 6. let- C.IrepdN'.a: 10.Seven-,bW.rd2 h,.mpreasi-eingti. d Wrier-Re1Md,n Sheeting Menends'Gover expos.ampere s 1 rots tolor9 ta.aaL 'Ibloletl compressivenengN.50D0,I(.E NE.).or carp-li-drengN teed value bless mope. 1. mspedlonwo..rsnape,.-.n,endo,men.i.s.Necon-.memberb.,fom.d L.C.cree supdi,sbel sudrnd celfron-tl the moderiots used meet appl,Ozbi-ASTM Spedficetidts.Mix kp"g,.rlapp,ng seams Nn lOper=rl dspd.1-c.m-hi.Unting.h.ionad c-pensive looliire,-,Nan B. 1*-,Iase agent. 2. It,penins.lad"g[dnrodef.nsf,.h.pe.ew0.,.nddbnsions...--,.mamb, d,rol not cmfoming m Ne IM will be rejected. . Memb.taF-Ing Cinng CompdurtAppy-d..l,..=nous operation by paver spray 5o.psi I.S MPs). B. SM14 Drawin.:P,,p,r by..,dd,nM.ndsdedby,aquoin.pm,i.talengirew..p.r.,Nelor Mab oe"'Ino., D.Liniodroemen,iIt mdend subatmesin oorcle mix dentEr, or,roll nawoma^=w.manmact.rs car. eeWNmc. 9. N.ndeswave Tesfg:lmped hammw,s.mcope,.oN,noMezWNve tlevicemay be prepare m,eelaile..bn.Om,assembly andsupp.,(l,ns. ENO OF SECION 1. Fly ash(ASTM C6IB) 25Y. Qe1. RMdatareals,bj..Il„.,,.i-I.l i"Wdehouns e.wimnlappfi.lion. peAnd.oby Ar[ned bol will not be us.ez Ina basis.,approval dlil on dandle_ -/`� 7 1. For exposed-.1 ce,hooto Illint.de dim,nsions antl form to lora[:..., 2. S.g Cement IASTMC989) 3.% 2. Mainlan cmdnuily of coebn9 antl repaidamaBe tlunngwnn9 pariM. O.A re1T.ds: _ O SDe I O 2. Indicate dibrentimb amJ tomos of boud n and movement lot^.requiretl to lo-d Ne 3. Trial d Fly Ash Alli,Slag C-.d4D% D.Cuing Unbm.Sunates:C-ply, AC1306.1(AC1308.1M]asf.ti.: Addd.nallestn9.ndlmpe.ing,alCo"trolllse.,nae,-I.p.-.todete.ene errs-Y.Iecooni-Y 4t AC1301. IS SLUMP 1. B.g,..ueing M..latelyahel...hig.r-e. ewnple.ce.lrepel.,addlimalw-w h.pe.MM.qui-.,he it- I—= al mn-..d,oi.....b-.apprbvaldlna-hhed. A, Desi,"=rade rots a.-...slump.6ve,nMec. 2. .C.ncrete FAO.: b. Correct dK.den[ie.h...-...nrepossa diropec0-s.ndica ...empty SCALE:1q-= 3. Indicate location d w-hipe. B. NaU-p,,,,,,Nan 1-b-s is tlesned h she,be.p Yd wed a high renge..or reduce..align.. s. Flm.to Reclve Floor C-inngsSteedded in Ober Sacd..:COM.dor M1a,option dNd rots Ne Codact,owmn.. DRAWN BY:HD C ren liner lay.e an°fort line ElninM.n debils. oncrete A.w.1,h.nge wrierred.=r shire,Or two Ard.e-hof incnes R.I.m minus...id.ldi+hall old lclovdn9. R M urd-rindslehftdreelindievelness thac=rd.,e. N,ASTME11.IA3lMEll..)wiNein72h.-a 5. Intliwe¢aO.aetl achetlde ria wquence ds;nppng olfwms,shMrg removal anO resnonng Acnes.The rn-Vor alum,after Ngtrreng.elter r.u=rs are added shall he Iddl it- 1. ..-dude,ver.Asaoo..-..ado...,ullnemadmpamh.p,.C.--.m rnmpMm.n..rfm.nng.,I-m o,y. en„wdsm Arrhh.d. PROJECT N0.:20Y2JS2 iin.I.-and rem.1.1 e....,mmau PrawehM ab...pive crow I,-.m,re area of Bmr. END OF SE CTIDN FI9/7'210-2 DCDBAIT CCT SECTION 036200-NDNSHRINK GROUT PART 3-EXECUTION 2.6 FIRE-RETARDANT-TREATED MATERWS G.Fm,,&,ppmvedfmdc°larNati°e.ptwm5We iallnspection%dmmfa.c.fi.ae dtl pemaMMII SECTION 312301-EXCAVATING,BACKFILLING.AND COMPACTING FOR STRUCTURES 5 H E P P H I R D 301 GENERAL A Generel:Where.e-nuNlITLesed.Lenab are ndicdee,matedids shall-.ply whl re NINFIFn.Mil NFluids, =,ft Facca.nce wh.5ecTII 171.2 o1 Ne Bulking CIde,alum))TeNtulu/a Ceeiute d Compliance'. PAR T1-GENERAL A. FideM= d.M LIN..cc..Nem°umoMieah.1.9j..s l len,andwiOfl,e.11-],-se..adensliczspa..0a dd.-.Ie copi.°lfabhI..nc.O.o abdtlingcadaavel-s-�s rvicesmpananelabrl.1'%qualbl.-1 PA T1- GENERAL ASSOCIATES 1.01 BE TION INCLUDES P.Usu. by In Ung id.n®I pmduds pa led menud-.led by a qumi.s leslig n°Bency. m Lel. mIW1.15ECTION INCLUDES A Se.misndutles wn-slunk gmd.aer.ee polo,bemng pate°,and where ape[iSetl In Conwd B. N.dy Oe%iehn m imal and St1bU1lTIIU,ANI,,I Ran A9enay m lead48 hours pia bLiNuNd B. Fir taWant-Trealed Lunrberand Plyw°mby Pressure Pm ,,:Rad,oswM flame-spreadindexd25or1°ss L60UALRY ASSURANCE one ac A Be-Mud..Na e-Isi ,IsIMling rib cwnp..ng required for Ne zhucNres sM1own in Ne COMratl ARCH TECTSiENGINEERS Da.menit, deelfaur..end.recti-. whw IIIsdacw.in9lo ASTM EM.andwhnoevid.^..fsigni.a.lprogreasi,e.ammafionwhen N°t°Mis A The SwbKld1TuK.9 Fspection Agency shall Pmvitle s 6A inspeN requlrod by Chapter lT of N° Orewings. 1.02 RELATED SECTIONS 3.02 ANCHORBOLTSETTING ded In aduN 20.mules,Intl wUh Ne flame frantiun M11di19 more Nen 10.5 test(32 m1 beyond Me .110,.9 code as..tired by SP.diudl 014525. 1.2 RE,ATEO SECTIONS 26560 AGOURA ROAD,SHITE 106 A Se.On 013330-Swc..l SUNniltals. A PMUI temps)¢.la Issing IIIbolls.Posim enm.bila by using sempaus win Len Ids m cen.1-d r,b.nss se any tlme UUNN.°test. 1. v.IYt,.HmP"gindallationrestrdnM,r ga^d Aspera i^dlvidupmusmemba A. SeuU,013330-SbUd.ISuhmi:laK, S. Section 014525-SwcN.l Tessng/Inspec.n AgencySmices. rein plaza piarm Dlammem dranvde. 1. Treamenl mall nm Friend..ortnion d.-ubminde. na,XnUN,zdngareinNdl.I""'m....wnth Ne app°ved vua submittal package l.9 REFERENCES CAIABASA5.G0.91302 t.03 REFERENCES B. Do npl Brei Meel wirereenma boltrMs.111.0 have ullNre.s, 2 Ek..Type:Treated 111,111,mall compy w:Idgdram M11p.i5eda.vefafi WINlXN- 1.7 FABRICATOR'S QUALIFICATIONS A. ASTM DIM-SINI Test Mdhod.Pa4ide SRe Analyns d Guile . X3¢6 A ASTM C1107-SIa.aWSpedm. If.Packag.Dry.HydudicC..t Grout(No,mrinMI 3.03 CONNECTIONS Tbdd.0 I,s,.ndN_uLbylxeuure_uuUf1 bdngcubjestedloaaderaled-inhu ITS A. Minimumeftfeyears'aspens.,,.n,cceSS lfabdn�onofwsses[omparabl°IotW.ind,c.ted,p Nis 6. ASTM D698 Tesl Meiod In Labar°mry Compaction CllarapedaUca dSOU Using Standard Eflae(12000ft- 310.670.9144 wil.fi@she wn B_ASTM ClO9-S.nd,MTestMMMla Canp..,N,Stren9NINHydredic Cement Moders(Usin92- A. F-de a minimum d two beseners It dam balled=11-un. I.dmgloMTMD2893.U,,.a dalac.i.s.dw,,,,UimK.. pm_ IMM3). ur .11-i AM SOmm Cubes omens. B.Enure fasteners are W,n-.,I.lo i^smaatim. 3. IMana Type ATrea.d.Menals c.Ule-Iuniistune.11,d2B percent 111.1 err.IeMed 1.8 STORAGE AND HANDLING C.ASTM 01558-S.ntlaW Test McN..Oensrry..Unit WaighlINsal In Place by Na Santl-Cane Mdl.. 1.. QUALITY ASSURANCE ) C.Provide dgh-Mreng.bo�.co Pteut in a-.dance INK ASC Siaecilm..s for Svudural Joints ..ding ASTM D3201 n 92 penbent nelal've humldily.Use wfiere ute for type is nil imUu , A. H .dM.e .sesm[aplywflhre...Tma....WISBCA BCSI,-BUIldiIg CLmpO.um Sams D.ASTM D3017-StenUt Ten MdUud ft,W b,Cane.d Soil and Rork.PlaceW Nuclear-.d.Sl,- mwrrrc A SM-11 Tri' ..A ,hell.am Ne foliNan di XduWd Items: using ASTM M25 or M 90 Bills. <. Design Veil Mp-IN Fadaa:Tnutbui I.. ,shah be 1110 ac-ring to ASTM 135664 end Idem Mian:Gdtle to Good Practice la Hendleng,Insmlling,Fiera'ming 6 Bracing MMM P.Ie Cun"Ced Wood Depth). I s 1. Perform-asrv,V.NNle ...-nce..ASRMC109w.2-in.x2-,-.bas. D.PWidemnnedi.,m,up.si-.rid.madonwhe.Medbeamaca.edtaam.erew.s Lr designvdueadluetmentfadorsahallbewlalatedllwrlglo ASTMD6.1.IForendm.rod TnIub,andinm.ii....with manNa[NMS InsWdions to N1W demage wen bending..Ldmmg L,other Le use E. ASTM Da31B-Sunil-Test MIG.fur lsgvldU.i.Pl°sUc Limit.and PIl.,Index.1..l. µ,nasty-uuw¢- Test on°cuMp al...,.rvroz.Me el seven be,-Nree cubes It 2B days.I-un.bid [mbnet wlumnsand°IeypamimldMs.S°wrenutsmbol%.gai^dlmsenmg.(OmttN,adsw I IM-99.hind,In eNcapace,wd whoa.,.twnpnawre fire+dardLNUP-Mit i%ind®lea, for-P,wss is nil desig ,1.resist a eudre IA DERNRIONS breach len bags dgroul us.or ane tecl'm evod.ce with tlayd grou.g. chisel.) pmvi malenal whn adlusmem)ado.dni las lnan 0.B5 motlulusdelulkiry a.0.]5 for exwme 1. .I-.sse5 K..d Ill andalin,budy.upPontl m prevent latttal being. A Granula suUaz Guwlar Ml it".,lun,N Nabs-png.de. - 1.05 SUa.ITTALS 3.04 FASTENER INSTALLATION fiber In bending Project's dlmnolOguel zone.] 2. Protedwssea Iran.eats by wvenng wYh wa[erymdshe.ng,Se.rdyenmaed. B. Ba[M,II:FIII mmeO'dNy behind fo.tl.m dements or rdaidng walls. A Submit pNXAd dM.sheep lar.view. A. Bolts shah le installed In Ides d ILL-nu..end bought m snug sghl c 616 TBMen-nnemm C.Wlntlrylu.Lbr.K. tKINtomaxmummdsture.Menta(15 nmenl.Kilmtlry plywood atlerlreemmlto 3. Pmwdefur.r dreU.In around stash Unit,.it,,LWednga. L.Ssuduuldn I'll under ne swdae ulnar Nan Ne g.M."Usease. PMT2-PRODUCTS pmgreysirgsyslematl[Mly.m Ne most egl0 pedto Ne free etlges dNe cane.on ominhnize ma mum moisure oven..ills per,eM. B. Inspect wsses slowing discdoratlon,[aroaion.or albar evidmmddNenoraOon.PscaW acrd replace wsses 1.55UBMITfA.S 2.01 GROUT ....n INe bdh. D.xldensty8rerzta.ani-waledw-..lpprwrial�dassfiuslionml.n l,.-.dles.gagenry. Nd ere damaged a dde.ve. A. Upon,equeM,submit sal lestreMI,,Ir d!by ten SwcNxl Tes4ngllnzpeu.AWnq. A P-.w.anm-s^nnk,n.m.apcgradl.at.mpl,awah ASR..110). B. High-strength bola ns.lad.baU have a had...d was her under the dement LeTetl.sghlening. 1. For ...dl.mb.inirat.rsrecd,,a sldnetlor nnUU finish.was marking and provide 1.6 OUALRYASSURANDE B. G.u.hlll Ma 111,N.m[anpfasaive°Ye PgN ..pM.2..,. C.Indalhgonand Ug..ing.b.ssh.I... ...-CSpec.c..o sfa SwttualJoina. cetawt°abf-TI-Lue,lie^ceissuedbytestin IS— PART2. PRODUCTS A. SvucN.,-,ngllnspection A-m .dip°Rmn Nefogovn^gqu..y,.I..d...: 2.02 WATER 305 HEADED STUDS E Fare.posed..m,nitsted.remive.s...orna.relgnlm..-I.Ifamu.mn,..11nolbleatl Nro.gh. 21 PE RFORMANCEREQUIREMENTS 1. Vedysw[N.I fill[pmpra wdh speafiudons. 1-de dean,pilus.wrier. A. Hisded NUd,h,I1NerddPdi.aLcatla...will AWS D1.1. -Min cdnedft de...I,.adversely.fled finishes. A.Swdural Pedormenca.Swdu.l Pedamancl:MMel-U-c.ne.ed-.it wsses shall be 2. Ddenninepetue y.re.1,quidlimitp.slielima,piahnyindexandmadm.nden.ydeachtype PMT 3.EXE B.Lacal°snear s.Ld°drectly.ver ewebdheamsv n.glcll,Nm0.3inmes Ntbl, F.IApplicafim'Tni ilemsindi:.L,, Oravnngs,a^e Nefdloeing: vntls..ingde,inl-,Wwhi^l..,...dund°,.odNomind.d.CanplysliNrequi ..e in TPllunmssmore dsak. SHEAR 3.01 HANDLING C.Tham.mum[enttt sparing shag m6tlieme..along Ne longiNtnd adsdre beam endo 1. Fuming 11 reis.pMUams. zlmPIN,.gdremm.ne specified below. Q. Observe Pmo "" A Storemtlpl'..onsnAnk -lmmmdd....dc.n.mim.In diamde.wnsve.eto Nel.U.i,Ll.I ebe.m. 2. Framing for 5.9es. 6,Tmulal.minimumlusd requiremenlle,I,.paw N.Raviu" ign Loads'Subpn°gapt ludo.wh. Perf^rmasu....hums.,.fidddm°iryt°slstlnlrywmp°timdNr M'Wfih.M 5.02 PREPARATION D.WM.d.bl°mwsdsh°slat.dsaefequi.d,b°gl,d.,blemwsal°.dWdOU beam. can.g a"os.gild.dadhere.lntlude°ppliwNe5ve,deaQsnow.wilder.1,.is.i4And.wd.PMI.ads,andbad , Ve�petfs..r.lestper1Mlor°very2500sq.-uldl.11FlIetl. A Remo,°mud.in and dten foreign ma .-.-I to be graded. E. Remove lNulds°fler wilding suds. PA T3- EXECUTION 5.mnVeMyl .NLwL.nngupX'U, 303 MIXING 3.06 EXPANSION ANCHOR INSTALLATION S. GENERAL 1. 13aciBn Luds:Nt.iu.0. quan.esdmdedal remwetl Intl gLenties dmat.al paced where Udt Prices are �� A Mlx 9.0)0:5 fluid,adf-INUIng.NU-tib,In a-.,dense Wh m°nufadaers remmmeM.ons.Do A. stall in ac-Mance IL,manrdad-el recommend... A SMILL—members level entl plumb(in eared pnum. 2. Madmwn Denewm�ndel Desrgn Lo.s'. Involved. �. Impar grwl.Da rid uceetlm-L.-.ls.I.T..wNit an wear cmmm or use at a B. heN.M1.a5Imes Ne tumor iamMer amass need oNerwia°. B. Make sari .°re�s.lblue,I. ,lun.-I lempo.ry uni to nus.ln swdure yds plan.,end move C.Relaino...ioll,.Is nopfi-sN-a-syn-Subpa.g.phmlowamsee Mersasa,,r ..e.,..of, 1.T SURVEY ency which pr.uc..Fle Needm9.MIx g.IMap°dUs,npe moon Ill Do nm mix by nand. 3.07 ADHESIVE ANCHOR INSTALLATION sn'__uNK-pub-d ere.on errd.--I d permmed backg. rmf,andce"netted.°. A. Pdam[onaW.on,have swcNrelomsm staked Intl ceei.Oyalicensed..eyw,nisvepandn between M� 3.04 PLACEMENT A. InsWlliria-,d.nce.i .andad.rers,e...-d... C.Disc°MLnod.aldalrrithddeclswh,0.,ghtimpaitq.Ili,.Iw.k°ndunit°whlch.,...smalllof°mwte d Rod Tmssec:Nadirs)tleflMiondl1240 ql span fatddlwtl. adudll, Intl Nerafionsexin,ndfy D°°ig.Pr ianalbdmepmcwdingw t-YouldslmcWil �' .n -II.Don.vib..,-I. B. Mlmman,mb.m,M,net be mua1 m 4.5I—Ne ermhar Ueruber Lnlns noted oNerwise. wok swn minimum puts,.RUTuinjust...gamin O.lnse Isuhps.Brepila nabm.l(1.9Ndaled.a.o.):mail using.Jssa wsses. 1.8 SUBSURFACE CONDITIONS S. Use fun.lec 1,,d.." 308 WELDING D.INustermusl.°mine Ne subs l.,N rn and to.de,uneund,selim the cspandy wm[IP W b°studie! a Floor Tmsses: emu)..rtl.&L Od.psn1m11velo.md Ll24Odypanfam.l A. Capnda y......in e.g.-.Il..a..ematleavail..upon.,....Thadalaisndime.a.d-I 3.05 PROTECTION A. Lomprywilh AWS Swduul Welding C.e.Use prequ�li.weld procedures. -tln.Ryre Cad..orinw.n9..nda.sda.m.malmhr-e Dondpmwed-1 Neins.11..unti Ided. reprecen.s.LTw.anry dre"T"dsuch wndems Ownn win nil be resp.--I-l.'r1-nue ts' sWe heat Intl adtl in accordance oven mandactwefs h b co.wwsfae eUafeday,undid-henu ba.coned.inamannna 1.Neu.ains.11n. B. Lumpy-applimtlerX-nien..ndremmmenub.nc d TPI 1,TPI DSO,and SECA BCSI. .dies III—Nndrom by Ne COnbad.,The dam is mads evelhde fm Ne ummience d to C-.-,and is Digitally signed A Prde[t grwlaM areas lobe¢��ted wen excn B. PwiOemtlrnums wise fillM wdtle Le.inale al and 0raldes.RMVm,S.a EaCoordinate.Luny work,Un.,woi;I.L.end.......ul-fur..Luke fit C..IMe location d farting, C.Wood Srr.u.IOez'gn5....:CpmpyvAO,Mliub'e.rlui.memsinWPANasonal Design3peahmlimstor rolguar MbItufepes°m U111-6111thMmaybemco.Me.d. HOII Wecnu.ns.Prdedgrwthwnuceuwetlrynll.n1,lrePu.n,, m nd.....avnUgM. the,udnli...tenunile, Nenanrnalsned.-Ii. nails.,d-Mng,gramtls antl.imllar.pwes to eUow poptt apa.mentd oter work WO.Conlmctl.. B. Convada may sxemine Nes6e and make nis awn subsurface uplaasons at.a0tln.sl coal to Ne Owner, Y by Holly Jeffreys Fent°stare.9ro.."'..s,i,evib.on..weedays. C.Campl.ep.etMimjoints shall be ackgouged mapuntl.dal Eefore Ne secpntl Ntl., wek.or 3.2 JOIST FRAMING 22)UMBER N.1y Own.prixrmmakimg-I..hsue.c.-O..'-. END OF SECTION 036200 -is114inmrod opeprkg wfth 3116 x 1 inch badtlng ber.Access hdes,,,,equied.Fibut access A.Lumbar us..,wss member shall be in ec.Manm wlN Nishetl vdues dlumhn.la wM. 1.9 EXISTING UTILITIES Date:2023.05.22 K.l uinotregrared. A Providwm.gafe1n Idspacmgs°ham. pie 9ag.dea D.Remove an slag and well sp.elwmOepo..weld meld. B. s.11win�am.gaup ane supe.endsdeammember will wtlns Nen t-TIB nmesdbearing In%uppW It, Me b.W dreview dgmedra^Lumbn Standard,CammMee.Lumber shall be itlentr(etl by Grade mark A L.IM x.UngLnder,Mnddiliesby.a°hdhandw=,M,n.9,VllBu°retoremein in place prwidep Lb �e re 517:03:38-04'00' SECTION 051000-STRUCTURAL STEEL 3.09 SPLICING C.Aram lowool bearing nu-sers by toe suing a gUtenudl meld cmnedars.Provide Nockng d loidd ends d dalumben in,usdin,buremas9enry 1pp.vIt by Ne Burd and shall be.e shown on Ne Draeir from damage during-ter...opaasona. Y A. Splimmembers only wmreintli-.tl udaa adh0lizetl in.Mn,by Ne Design Professional. Io1M,unless nailed to Weeder.suppod.by me.11ast narger. 1. Factorymai ea.piecedlummr will g.tle sump dg.tlI,agency. B. CoopeuleeiNo.m .aduta'tycompan,esinkmpingresp,e,,,M.....d fillnies in ope..n.Do not PMT1-GENERA. B. Provitla shim la.cdbmom Pan pfi esw ml 2. FOraxp...tl Nnbalits.teltoreceiv°es.inedorndu.Ilni h.Deni,gratle damp and pmvitla imsnpt dusting uUlilyami[e/adY'.sec.pietl Intl used by Owneradnaz,unless wrNan permission i%Bien by Ne 11(11111/// 1.01 SEC TION INCLUDES P 9e spice at wn.uous beams c ill tlifferemd M1s. E. Dondboreholesln PSLwhich,idalem....rersre[.m-e .ions. cadficdes d grede buTNIT tl by grating agency. I 1 DeNgn PMesdond and Nen mly after Lemwrary oil.Y services have been povid.. `\\0"JEFFy7//A/� A Se...dud,sfmnus'an Intl ere.and NrvMul deal lntllce.tlnlhe COM.d Oocumena or 310 CUTTING S.Prov,de.....n.lumbenwahn.I.s Nan1pemenlmda.rec..nl.agre..r.anl5 parte.moa are C.Sn..It...Intl..-ne.y mored pping -,UU.es be.-u-nus during ex ..,crospt Ne aterwise negswtl forpmper cample.ndNe ovate. A. Do nIX use flame cuitg loaned ewrs.leasaWMzed In wdsng. F. Provide bnRALP NELS jo,sts as n..on d.winps. [ ' 1.02 RELATED B. Re wwMw mill ha,eaminimum.U.sd°n°in.-uKndndmn.Notch°sand 3.35TRUCTURALPMELS m1eMM0 dimricetlon Desgn PYvlessionY immed'alelyfor drecUms. `�j,0 y1LENgR }S>,'- A ATEDSE TIONS wcN.l$Lbm.als. 9wges zeILI from flame butung shall be Rnichsd N e smoaN appearenm- 0. Secure Nad..-LIgp ,,iiwlar Lo flaming memben...ends slagged and mets eptly o inn brining. C. Mil -Spebt Guvayfor Tbp C.ds:DSD O.Repdr damaged U....s..Lila.".IN.lily O . _ - S dun 3.11 MILL SCAE Protide cdid edge bublung..ween,dee..Be.,to enol inning wM nails dsize and sparing shown an OrevnrgsI D. Minimum Ch,MSiRla Ren Trvssey:2by6inmesnminallab,Ntlpamdb.anmoms. 1.10 NOTICE - ova Q7 _ a. Semon.,4525-S--.,-am V'naps..n Agenry56Nl[es. A. Remora lwse mill scale. B. Secure wallshe ngwiNlongd.ern.psahelmwatieuric,wMeft.,.imb.dno.PforldesNn Nocldnp 2.3 CONNECTOR PLATES A. NoMyne Design P.Ivnional48 boon pnorm Ne hegmn.g Jany.cavil',.wok - _ C.Sedim 052000.&.1Join°end JNII Giill. esdmeMs.Sewre to wood fiamin hnarh dace ands hownm Omenn _ A I..cse[onn,d.p..,.C.mpywhh Nasonal..°i,.Spe,-.nfa WL.C.sw.m.publ'sledby.. PART 2. PRODUCTS w1. O.Section 053000-Meld Decking. 3.12 BOLT HOLES atm gwit pedngs 9% 1.51 '' 1.03 REFERENCES A. u,d.,orwnmholespamenL,.I.,tom.al.daua,DondenlamendasbYlXm S.DMI, gryemmfi...,sW1°alhub0-Leandill.xllan9e mber.w.dsd°gg..dand°h°M ends overflrm bearing. Amerimn FO Pu eM PaPn AssodeUm and NeNanonal Design5undaN lmMe.IP.le Connedetl W°mTrvss 21 GRNYULM SUBBASE fF`G[ pun.hds,inb°L.gpda.Rem BILIN. g -N, g ^Ar Aimed by.e T.a.Pled.nu... A. Gunv.rsvbbas..hO.,-�d-dwctl.ming.s...s�and,OmveloI.-h.-° .wi.1...then 10% A ASC-C.ed3.ndarO Practice fa Steel Builtlings Intl Bntlg^s. 3.19 TING D.ORI°med swM mrd eflhlawnated lam smn be a Lnud.wood win l.mimM.faze 1911^°1 woad Naming. B. Conned.pi.Nes hMlhaveaminimum Nidmessd O,036inch(20 gauge). passing Ne 200 veva.Madmum Jiamder sM1.be 1-112 inch.. %kt.S3jlD B. ASC-SMndand S,a.Wn la SWduml Buell Builtlings,l4 Ed.... q�pa.l red rMhnd encs.in tonsil..plaster.or spayed fireproofing.OL rid shoppeint in sues. E. Install"'win 116-gap b..een"'. G Skirl.nneda Fila%shall conlow to ASTM A653,TypeA sk shall be ted-dig gdvadz.,uNass ndetl 22 BACKFILL C.ASC-Sp°Mc..s.f.-.IJoi.tsusing ASTMA325Lr M906msapp..dbyreR.-,,h IXlmdse. A. BTRUCTha ALF11Ne requiremen.of Ne granular%.mace. ////lllllll111\\ Cow....-.C.T.-ne. befled.rided,-NFd..s.diP-ulcm^xfiong aareasm recdve spedalfinishn. 3.I WOOD GROUND,NARERS,BLOLNING ANO SLEEPERS S.nlas S.el Sheet:ASTM g24O ar ASTM Afi66,Typde 304 fa ax.rial.cas.%,wn. asn3a0a] B. Fiddp,M,,regd.dg,,IMthnbnn.1dtl. NMis unpdd.Iwr.me.ms.vebmn A Rov'dewherev.Ilh.1kwMr Wall,%cre°.91,,Rllhmmtdo,mw .Farmlom°pes°sshown t tllumber,NTMe 40,,ASMA66,TW where indiO,I 2.35TRUCTURAL FILL D.AW501.1-Swmrel Weld.g Coee. tightened, and=lqui.d.welin°andleveldwaktobe.amed.Goo.nMeloumnwhmherwoi invdv.. ,..-.vPseale A Snudael 11 shell mets Ne requirements d backfill spaded shove. E. AWS A5.1-Sp°XublT.la'Cnbon Shed Elebtruti,for Shield Mend Am Wedild. 314 ._AI E. Adam to ILLNreleas.qui,cit.y.ppodappliediDdi�g.Coumeumkb.ftllMnd°flushwhhaurlaces,Unless 24 FASTENERS m 2,4 GEOTEXTILE FABRIC This)leen has been elecwnically signed F. AWS A5.5-Spedus.faLow-Auy Sued Covered Arc Welding Eled.del. A. GAvttr %helfamgle Ml tsupp.d Neezan.,W.W.n9r...x..examp-brick sn.an91e1. alherwn.amwn.Bald unto...nry dun,ndeliel d-Pun,woi.When P..id.,In—formwork Ld- A R.idef.M,,,.ds¢eandtypei.di,Med NMcomplywiN.quirmr sspecitedin Myoid.......Intl A. Gmnu,tislabdc sh.11 be npn-wovm hen-1,.Trovi.1112 a%.and 1d by Huscht Cleanse G.AWS AS.,T-EL-.mnl.Cab.Steel Elecbodes and Fluxes fm Sub..M.d Arc Weldaq. ops.Iace..N. ma.dadure. 1 C.mo.tlun ar approv1 equ-I, and sealed,Hilly.n disFlorida B. Gpvadze.nvll end. sunned N.rulaexsmpe me I.-L.'�mentsupp 1 c e P Prwidalasleners/a taewill mile)i.min oars ndcom dm.s of - licene number6275U an Netldeanior H.SANS SPC- Let Spedutlonforng Mistteel Electro.sfor Flux Cored Arc WMding. C.SECTION tlz end ebrosions in Mvardzad members in awvrtlanm 'M1ASTM ABO. en Provide 1 ur,tl 09.ad0I. ,rea.a.ke-bevd.Nmbnnd.0 unnutIt lP 3Bmm tle 9°^c pts mr rrtnen ratan.. B. Se[uring pins Sh h..nFI nm lo...-IIn.ul Ple sendblin. rMetldane endantl lmriul.wihaheatlro Novel g pemtanen groan Y ( !w' .dal hamin ( rime stamp usinga digi.l signaNre. i SCTINA3 eal3wdunm Parntln1,Maw al. END OF SECTION 051.00 mtldNickners-F.,to bring lamd9mmtl Nexad wcxnessd.ish mnerial.vdvsQ RemOve.mporery gman..du.r. FA T3-.dwECUTI dngaminmum oWim diameter dt.5 inures. Pnnute-It-.nlinteM ale not K ASTM At23 Slantla.5Sp...on la Swdu.I5leel, 2 Wherewc,°c e.spahILI—lhm.Ingwndcon.d.m.d TWI-indfld.0 lusel. FA T3- EXECUTION gmuntls when no longer requiretl. waletl wood,or In area d high rel.ve numidry,pmitle las.nerc d Type]04 s.INns stets. wnsitlered signed and sealetl aM Ne K. ASTM At13-S..sU Spedfiu:i.for D11 CLI-Dip GalvDip),IC end Blest and Steel Products. SECTION 061000-ROUGH CARPENTRY 3.5 WOOD PIPING 3.1 STRIPPING syndaemuN bevnifisd.any L ASTMA1 .S aW d,e .I.,RmTnc Cu.9(Hd-Oq)onlr.a.Steil HarOvrdre. B. Na Os PRESERVApIs,EATEDLU 0. Srpvage.tion,lopc.,mda,Intl ulnar wsuil.le metectal lOetlapN tla.winetl A ria Swdurel A ts.l Numb and laud win duure srpz at etlges Intl openings.Slim will won as required for tdemnmd eleum,c copes. M.-1.)-$IaM.d Ratllcefor Repeird0amegea entl Unmet.Ar�sdHal-Dip GaNari¢ad II:LC- GENERAL finim.wak 2.5 WOOGPRESERVATMtyPElT.N.MBER _. SbI,,Xe..AgL..UL ndtd,NanonLfudnor.ssnan l0.b1adaide Ne pedmMerdlun swdure. a.9%� T15ECTIONkNCLU0E5 3.6 MISCELLANEOUS FRAMING A. Praservasve Tr.a ,. UC3b[re P.6sc..WP .0 ...n...ory UC2lor in......4 ...n.incm.d B. Sbcxpne su.deM amwna drapsdl as required to caverareas to be).asap.witaminimun.isix inroad N.ASTM AJOT-StaMertl Speafimsw for Cation Steel BOlN end SNtls,60 U.0 PSITwaile SvengN. q. Se..intludaw.dlraming end meeUin9 to Tam Ne sr9lerswdure da wood lmm..ile.g asintlkdetlen A Fi.MOps: will Ne9mund,Use Category UC3b la erderi.cOnsw.conal in tooted will Na gr.uM,aM use LMm0ry UL4° mauerlal. O.ASTM A325-StaMare Spedfiufi.urSwdurM Bdta,Heal TreM..1201105 K51 Minimum Tensile NeOwings. L S.dwlts:TwoindresthiWb d°phdmemb.,U.11 9etpmfroorl,,d.lpdayc°ilinglevel, Lor den's In i,M win Ne ground. 3.2 EXCAVATION Shen . Ine-etive CI,.rU la:Accepmble to..-..slaving l.-U.m and cbnbllimg I..rend,I, A Exuntlm shall be,make,.undayied. 9N. 12 RELATED SECTIONS end,I as required. 1h 1 P.ASTM M90-Stallard Spa usm lar Xea[-T.Med S.M Swdurel Bons.150 K51 Minimum Tensile q S .013330-Swcb.d Sue L-Ill. 2. Flav end oiling lremisg:Twain.ea nick by tle,.I-us m ember blwking,Ones ro fi2 opal c v.r.X B. D,,Mw c,Wt,llid,pM hS Duna...My Oi aan.is, dfi.M1enein. Se,ngtlL ecb wen mecpau.anotar.prev..dNUs. Z. For expend wnnintlicMetl to receive estaire0 anatwalfinish,a:e memicalfamuladons NM C.Do nM anvaN LO MlI depN atm Dere is pobebiMyd.sl lormirg aground lreeainB.ex-vafiOn.Mena r 0.ASTMA500-Stallard.,.p.auimf.r C.1-m.WMdsd..Saamlecs C...n SI.ITubingin O $,..051753.FmMaled Wootl Trusses, .rml requireindsmg.c..in cdor'ar1ls,Meed N-Fh,.pNerw.Nersely a fled felless, cmvete is paled. =l 1.3 REFERENCES B. Framing.,mem.w._. B. Karvd h.ebuit-.1 I B pertani.Do rid use mated.'...,w .K!- 0.Gmundwderma gl yWt faconwlSn groan R...d.and Shapm. q pFpq Forest and Pe gsap[ia. N.malO.l 5 ars fa d and to and cL. dural members. ryumbas0ssea.Md.amadmum mo yea enc.Meretl Burin M1afwntlaUm excavaUm.Prevideas pNe d R.ASTM Amt-S.Msd.,..I-l H.-1L 1Aaked ane Seamless C.b.SNIN Ssubtu.l (A,n.n.n nr n)- gn l.a-.fa Woud...sw... 1. FnaNuib IN passage it.an rg sw don nils ply wir,.w-...1....led.sleds). .lerto.'..).lasttree feet bemw the)Lied INnt d the il-Ut t. B. P15C-Pined-Lumber S.lUIN,Comminee:SUIN,.d Lumber S.ndalds. 2. Reidace fuming mem.rs mere dameg.by cut.g. C.Mark tum ,e se..ent g.dity It-d an inlHbull agency aFp d by Ne ALEC Board d RM'ew. TupnB. C. Blod'ng:Lucile Mwking,.U.Male in.U..d finish mM.,",usewak,OxN .apeddry Hems and ren E. Keep exmvafimz dry by slopn9 9mund awayfram holes entl.Imes. 5. ASTM A992-Sland6W Specimfim I.Steel Ia Swct.al3lapes For Use in Buinirng Fuming C.MSI A200.1-Mat-Famed Wo.tl P.niclehaaM. r1. Fa exposetl wsses intlicnetl to remive a stain.s.,,rd finis.,Ina marking a.provide 0.ANSUAHAA135.4-Basic HerOboe.. reilings. c,YJficdesof-.UI c^mpliu-seu°d by inpe.on agentAtlantic T. ASTM F436-S.n.M Specification fpr HaWenetl Sleet Weshere. END OF SECTION y Beach U.ASTM F&4-StentleW Spedfi-U.W We.-Ste.,-in(11.).un-unbu for G .Use, E. MA:Amm.n Plywood All.iado^. D.Pradde Mainlaa steel.ninda pa.a w won-pse.ative-sealed lumber. 9.3 PROOFROLLING Castnt,y Club' 1.. SUBMITTALS F. AWPA(Am.un WOotl P.s°N°r,A°°oci.5 )C1-AlTmb,PmdudsFmervM.Tfeavnmlby Pl¢s I SECTION 061519-WOOD DECKING E.Applicdon:Tr.d wsses.I,I indicated w Or Is. A. After suil......Ow end before.Ty fit p.unulT.fill areas shan be prLfIPd will a minimum d.. A C..d Design P.kes,.a1p6.lodil,llingst.d..INeds.pduwings. P.C.X. 26 FlRE-RETMDANT-TREATED WOOD _ ILLI, G.AWPA C20-Swc.al Lumber Fire RetaMent Treemenl by Preaure Process. A. GULNd:Wherefir ti.nd di re detl maleddaarei^dimted,ucemd°dal°mm'' will Nis trans d.dWbllu,p,m ing,hpihn,.M..Mw pa=m.d.,tlire.l d s. B. Us dr. unt C.dml Orawugs lammtrawangs I.rid Faun..EleMni[tlmwNg Rea,is rid PART1. GENERA. pRng real.,°.s. B. Aeez fwntlto 0,a.apumpng shall have Ne soft sail rams.entl replaced wM swmrd fill and[ompac.tl as hspw.0 mth,Cm.,,-i H.RIS:Redwoudlnpe.onud,S. 1.1 SECTION INCLUDES aNcle,Hata.accepad,to atm0riges hevingluri.idion,entl wen firNteN-response charad..0 specieda weinatlhe.in. Atlantic Beach Country Club C. S.ma snap drexingz for review. I. SPIB:SwNem Pine lnpe.on Bu.au. dMem..tl b,Us.,, _,O acs IS to test metod adiultd by a Itudletl..n9 agency. G. SmILL drawin hell dead icM.Ne preNes.sizes,A5TM G.d°.s J. W CUB:West Coad oven..I.P..m B...u, A 5011. tun sbu Cure)wood di,F. y ped SA QL pl ENT OF all fin URAL FILL p pas yin parings end)mums dill K. WWPA:Western Woad P.du.c A-mid.n. .2 RELATED SECT IONS B. Fire-Re.rtlam-Trea.tl Lummrb Pressure Pr.en.PmtlU[s wMaOamPy tlbdex 025.less ern ta.tl .-rels.el...rn..lndudmgwnnm.ns,a.amen.a,an..aga,..me.peningz,abe... -pWgWASTMES4,unto.°,d.wafsignifrantaagressiIIMNSWm h°nNate°t's°MIMW enadiUonl BDP^d Pix°°.dad M1^on end m1pbleeIn84T.IN. Phase) type°d(ask-Is..n.dsghl.inglsalene.,cambns,..d N°nummr,typeand°pad^g dNe 1.4 DEFINRIONS S. Section 01.515-S=end Tec-u:I tlpnA Services. 20 mind,,end wish the flame trent and l-Ming more tan 10.5 fele 13.2 m)beyond Ne untelne d the burners al B. S,mp,,tfill%mnbe p°c5p=ent Op .dln&Inm Wck Noaela... nutled.e.cOnn,XA- A. 3wcu.IPandisapndpaa.d.mpos°dw..HlyofwO.,ndm„ 9M,.qulrement,eUMASa I g pe[ genry any Um°during Ne laL C.Compactswdu.l RtlN95 pmcentdte mexwum drydensity as..assail by Mpdn.Pladal,ASTM D155T. E. For mnne.on end.I....insun.b,..bnendm,spbnd mop duwinds end calci°.. --q P.N.Suns..PS 2.92'Punfun eStend-.Wo (used Snu-.use Panda-.Swcurd pan C. Be In 09900-Paints end Coatings:Feld finisling. 1. Uyetredmem Ndd.eSndpmmd.cato.imdme.If,Mwe..P-des.inleslued wmwM .N.nl.duu.l-2peu..INswO""mum md1LN,_em ...led...engine.Ucenzedin Ne project s.e. in.deI-—plywood,canposile ponds mnIsLIF.-Dnas.d,ensarand-tusdi mdeeal,and 1.3 REFERENCES 3.5 PLACEMENT OF GEOTEMILE FABRIC 1600 Salva Marina Drive .Loren. I mss.fem.atrantl board entl walo.oeW. A P52OAmerkan Softwood mens.StaMntl:N.OnaIImsNLe of S.ntlaNs ane Tecmdogy(DeparsneMIN cmnsdpr plates will fire re.Want lumber. A. GmNAeTalc shat bnin-n-mUs....d°signMed pn Ne C.NR.Drawings. F. FOrerse,E t,h,AWt 11uNbure ing procedures foream,yp,pfwe.ed lout used In ac[oMance will unS Cdnmelce•1999 2. Exted.Type:Trenad materials sh.11..Ply MN nuti.bamenh apedfi.move la..-re ldu B. La.bri[,d dl6.chea. Af1an11C ea 32233 1.5 SUBMITTALS I veal.lamb.and o. iter bei. d W...I.W.d weanerir P gra be u-d q:p,n i-Etithe AWS Swem.a'W11a.g..a B. BPIB GR DESCRIPTION RUIn:Swtem Pine In ..n B.rea..nc'.zoos. 028 by,1.0 11.1. gwyede 9 L,PLACE pnsmall R NU AM1 SUBBASE noon fre edexUle/abet. A. submi-nfic.on by leafing plats Nasn9 memiuls and Frowsy used,nn amount d ( ) 9 De cwmin STM 02898.use la edeealauums and where Indl[,.d. 9 ry.ensure proper Inc g a g Main.In In maw.m IT"m"I"' "'nsne steel supM"upp"'Nespadc.are. For waled m.snals, 1A DBY.Fign DESDR'dd,,6 a grOA 3.6 PL ACEMENTOFGRMUTAR SUBBASE I S.'Indn.IL.stru..he fabn u, ihh,bu.tranglhbot.su Itf meet,.e.Whas I, 1RaeUA-ITY SSURAn. dConu.an-will applicable pantlads. A Design.Alive and tleatl lo.:As inicel.on swdu.ltlrewings oval tl.ecsm limited to 112.0 d%Pan 3. 1 gI TYp1A'Trea1ill92 dIurtWid-h.-K.Us.nls,musn8pbiddId less,.,,6,r tee A Oond,Seula-nsilL,I,....mdehelooman fimLLmud OTlswun. REVISION I. Inemnde.1Isin Natlm I,l,p, febu eL,reb,fIsel fma.ns.Iffahricalorh w-bean A C,,pV KMSURAYCE craw.tiro ASTM 133201 at 9Z percent retrive numitlay.Use fa.leri.lpratims wine.Nano,type ganda""I' pe"'I" ry mYesmaauredM NO. DATE DESCRIPTION Inde 115nllessn9 Inen[y101nd-lbunc.onarwulretl byts,eapecicaU.s,.Omit Ne name A. F.I.-WlNa.nal lnu Spra...lm Fa Wood Cmswum. IS SUBMITTALS tiled B Compal baFILL 95 1[hemnimumtl tlens' S.ntlaW Proctor,ASTM entl..al.pfimsdte.l0r.denttes.plkg.cy. ASlsop DfawingXXDL.E,,.amin9sYMem,Ioadsantlumlers,laint emils,antlnamedopen:ngs. r%i'^ 13690.ttiNNewrier cOMeM eiNin*F2 pemmtdNe opsmummms.econ.m. B. PLRO.ovate in accoNance wi ne lNlowing agenda: B. Samples d W ootl Deck Expm.lo Yrew SwmiK samples,121ncI I.B in sae ilu.asng wp00 grek.a.ln,Intl Il .1L Value R riellm.t Fadal be bel.umbtt 11,119 r ASTM c.tlin F.,-1 0'669,and a 12—.SD Pridng J ch app.v.fabncatpr Nal is examp Nom Spedal lnspe..s danw labdwsonsanE 1. LumberGuetn Agency'.Ceeti by ASC. - 3.T PLAGEMENTOFBACKFIIL 2. Plywo.Grading Ag.ry.Ceifi.by APA design value adjuswentla.mrs shall be-Iwaled according.ASTM 136841.Forewlos.0 mol q, Bt[lill behind wall an.beplece0 in layers dsix inch.. 2 '2'lX 3 Ni Ricin bn,iman.b.p lburey in a.adamw will Secsm 1)04.2 o1 Ne Su.1d..g Code l.1er us a.ulo(s C.ItlenUfy atlswcurelpmeh by afidel gutlemace 1.6s OUAUl ASSURANCE in.ngan.team),.Ina..a l...-wllaenigh-.IT SS..LNIb1PulseawenitsiMi[alsq Cersfim.d Compien '.Provide-piee d.flubbI.[eMfic..abdlUng c.eevalue0". - prwitle mal.al wlN atlprsmentfa.lasdn.IIs Nan 0.85m.uuadNa.ciry entl 0.]5 for B. COmpazt.Ninbalmd IUIsm95 p.c.tdM,maximumdgdenftyasm°a.r.by St.Wa rod.ASTM 3 DOY3O23'90%MD 1. oven..Gratia s.mpN cmmm symbd dgrading agmry,miU number.nam,,Kgirl dl umber, A Comply-plyfollow+ng: me fiber).bmtlin la Prged's dimatd ..S.. Mw°.,comenl Kiln.♦)-2 percent d Ne optimum mdse can.M. 4 52323 PER ITSET .pat end Q.durs..Iy.wd m.ud. II Mb dd s 1. wmber,PS..a d d gtulesandinspe.-.a enc,es. °m° K Bubm'�rblutionLINNeerecla meds the requiretl quallAc.Ons. ap..s orspedu,gmup'ngp,c- 9naon,III..us,whim gmded,w.e appicable approve g.d1n C.I'LN*'mberaharseawemmI....mma5.e-n.11d1'aperc.l. 3.8 CLEANUP L. Upon.quntsubmitteerecUmsequenm Td pnuuX.reslobeusedby NadeeleredI, an senilis.d_luntng atumedm.d..'e. PART2- PRODUCTS O.lecnstyfir ILLAIN,bea.d wend wnhappPd°.dasifiuson medtin dlessng Ina in A. Remove TION exwvaled malerips wmlob s'.and upon compeson Eave slle in dean condth"m. 2.tl Swdural Panel:Panel Slade,apan,,Ind,eI,...,tlurmiMy clsuffidim,p.ud s.nd- 2.1 SOLID WOOD DECKING p g spe.rA agency ENO OF SECTION andadL.eis rewmmenaamnsfa¢span%ion an..ua.naU.. A Lumber Decun. swap...L.euUwrin havingiunsic.n. N. Mandabe,,le1.[Ommend1II.,fa ams,iveanc11.11I lellon. .ricm,ss,.n�ll number. g F.---bull.andbracngBmc...[dveas.in..'n.u.Ifinish,omamarki^gamdp..,, 1.T REQUIREMENTS OF REGULATORY AGENCIES 1. Spe[ies:Santee.Pine. undhcdn d nawemcoml db' 1.05 QUAlf1Y ASSURANCE 2. G.de:Select De.lM. puns.issue Ylnape.on agency. A Swcmat TeesnglnspeN.Apeney shMlpedwm Ne logowirg Guafiry relelatl items: A. Ines-,.ated...H.1--,I..Wo.Preserve.Bureau S.ndartls. S. Mpis.e Lonlenn.l5 Fera.mexhnum mpisure cmleM. F. Fae�.s wne5'ndicn.mreceive,.laN.dttnauralfi^isn,u°em°m'c°Ifmnul,o,sNatdonolbleed 1. =-Bills W Sun.dez Ndimal Forret PNdNbi .I.d.n. 4. Pa.m end Dressing:bevelededges,angle longue,curlllud 2 sides. Nreugn, In.).Lens,or oNarnise.versdy aged.isnes. -mgun.m,end.mb.menl,bell be mKI pn.m placement d carve.. C.Walling uesses-Sanwood W..a,Natlonel Design SpuNnub.,Nnunel Forel Pr.ud,Atsodatlon. 5. Sbe:nonmed 2 x B,actual 1%iwhn x T V,in.a. G.Applica.n:Treatwsses.indicmedon Drawings. I 2, Weltl.L.ne..Il 1.B PROTECTION npedian charm in accordance w.AWS SwbKNd Welding Code. A. Dell-sideandhand.Um.erid,in 5..amannecm 2A2 ACCESSORIES EE I b. M-11ylnsped Ml Bald-dedw...0 a.YauaI inspe.on of w 6 joints includes periodic pMect a9ainsl Damage Intl Ne wearer. Fan.ersand An..rs. PMTS- EXECUTION B. Useall meow nemssary m p.us Ne instated wok and materials doll ONs.des. 1, laden-Hdtlipp.gamNudMeel 31 FABRICATION 1.9 REPLACEMENTS PARTS- EXECUTION I ..,-ssmembrirsmacw..I-en ..anlecanda.ntopl.aceclosefldngjoiMswmpop,w..d-lawo00 ..I .nl.11,1nape.l00%. ..comple.pen.s..nweks. A. 1n.eaave,,...age,lmmdatelymak.Ii p.irs.nd.pII-IMe..[wary to Ne approval d NeP Us. 3.1 EXAMNATION bnringi.,unth1°dueLs. plamsl0 size,mnfigu.ti.n,nirkness and anchou Inquired types di .M Vedynalwdingpoc..raa.bei^gadh.md I, entled-,uldi'pnal[ostlo Ne Owner. A Verify N.tsuamn Nami.glsrudytorece"ed..ng_ B. F.Isnua metel..rids 9e dielI iredV d"am W during fied wilding. 33 PREPARATION design-Li. e. V.rywddenquM:fiu.ns. PART PRODUCTS A Coadinde tbHXu_ C.Mzembl°was membe..design-nfigure.n Ndiuten on Ne swdural trewing1 uNng rigs or dhn mems to 3. I ULIC.N...a 21 LUMBER p.cemen ghems. nsum uneonuety and...rery...uKMywflh[Ieaer.ngjows.Posnonmemb.rsto Pr..cedridgnrambn I k1,P,,M and Killing me11 be in acreraance win ASC EX-fufi.s for Swdurel Join. A. Hun ICI sues are indicated,except a shown by dl dimen%ian.Provide.Mul eba az required by PS 20,for 3.3 INSTALLATION-LUMBER DECKING Indicdei Lung ASTM AVS Bons. ifisdfor ea[n ass. A Instellcu.ng al 90II,..s m havingmemmrs,wm.III Nagg..over fine beaM6.On.1-d.Recee lay sig m.More wmenl ape[ dedli'g ovate ren d.lnc.id,ddn.a wn.s.nendom.you[as required b ppiu"''",'I tle. 1 Fmeute woodwscs,wMinmandadu.gldnancesin TPl t. b. Priorro visual and pM1 ,using a ca.ra'J.n ( B. Pmvitle Eras.lunt.,.S...e%%-a-uindi®led. Bue upwar g by gco ysiml.zsng,lmsion less. device Sudmaa B. Fit busend U-joints nnng bdweems.WM members.11.10 splinslui-rl.Iide I,nedjdMs. O.L.nsd wss member bymansdmMd eonnedorple.s accuraldylomted and se.urely laz.n.mwp. .dust¢lemons at Intel d Ne ASC mlamum.Sw ,,s.el C. P,.vides.a.^Wlumb°r No.2,5°dhem P'new'N15%mulmummoislur..meMMt.me t,s,ingunlers gage g,..Iege.. mend a tlaapaov°d. Webus,lmuni C. SI -IS In"n-Intl tl en bymeans in icor. aline I,seu L%If.mcatid..n...I. ndetl I,-Lean Ne l..ds. 32 ERECTION c. Tecta minimum dyll.%rine bold,.n.ms. D. Lumberull Riles aMWwdySpSLXd,n heX.,d.,Mb Vdun.ry Prowl S.n.W P520'.Grading D. Secure will latenau. .las dlM f.owln mild. I .ids fumisn.under Nis sectio^: E. M®olein decMrA)Dint sPamd1116 inm maximum. A. Erect end broee vussamcomply w5n remmmendason%d mendadurel Intl Ne Trvn Plate lns'vMe. 1.06 STORAGE full appyloma 3.4 TOLERANCES B. Erect Wsses eiN PleneINwn webs verticel(plumbf entlparalldlo each ulnar,)-N.accuraldy at design A SYore male,els.g.0Mupennft..yaccaz..epe.0n.ndid,n.m.n.SK,e tedinembers 1. NLdhustem Lumber Mandadurefa Ascodali.,Inc(NELMA)' E Surface TION sdDe4vg W6M1.n Load:``A inN.11e.maumum,aM hlnchN 30 let merimum. ncingsiunicat.. and pame9ed Xmwlnemannen Nd provides Note..egaMN cm.d wlr OdMmous mal.els. 2. Seutem Rne nspedi.Buruu(SPIBL END OF SECTION C.H.1z1 w8s in place by means dpoglAUng epdpmant.i.to size and typo dwssa requsetl,applied at PMT2-PRO DUCTS 3. west CL°N Lumbn lnspecti.F..(WCLIBI. properlM points as rewmmendetl by.en-1...rfiling be.n.H.damage.I..ambers.jun.byod-d-pane O 2.01 ANCHOR ROD 4. West Wood PnIsmu,AuXd..(WWPA). baling m ores oases. A Mcharodsshallc...-I.A5TMF15.aadsM1allbea M1..edmtlorN..d.d,.d-.a eavy 22 STRUCTURAL PANEL SECTION 051 753-FABRICATED WOOD TRUSSES _ e-B.XI wdtletl I..e u-,,dined.eed.r.. A Pro,d.R.oLWellak Fl.r Sh.,Ning Nid,,,,,n dmt,Eremngs. D.In.1l wp.wsses wiN'n installation mlaances it TPl1. LL B. Providelwohex.g.dn.l5.ndlwopain Neel..sn-faeamanm.r.c.fomin910ASTMFW. B. Forhaddlgnnelsfadedncd.,,d.p-aewiymentp.vide.°-.taN.n.r.a:°dsw-I,.nelW.-don PART 1- GENERAL 33.RACING r C_Pmvitle ....c l..-.h.rs(1...4in[h Ueudlo Iwasher-ba,e Iala.In glue. I.t SECTION INCLUDES KK' .N vldnles.d.b.dng It requir.lo main.Inwssa plumb,psdlel and.prw.r louson,ani permanent < .izednoles. P ( )rn pile. p 2.3 PP1RALLEL STRAND LUMBER A5e..Fclutlesa11-..nd.PPlem.n.rylln^s.paireauumgel.NepMrd°zign.f M,k,nand an.Wip,lled. ��l 2.02 ROLLED STEEL WIDE FLANGE AND WT SHAPES A. P.,ide ParallNSwMLumbar(PSL)asspniflsd=D.wings°smandW..dbyT.eJohr MacMillan. Mu Umolnef.m.LL wdwsszyzl°ma°mpwn,n M,Conte Docvments.d"""....rein.i^duding B. Ins.11 ind.innlbred Led ..Lbtica N,..slLenabl N.I.id.s,Suntlsni 1.Iadn9•wanstale and A Rolled stets Kids flung.she hill coMow m ASTM A992. 2.4 FASTENERS AND ANCHORAGES h.aders.dNUgsu.supplemenld.Bers.lemporary end Farm-ndb.rurg,hi-In,ndgemembers,valley d.ad)Dabs irdW,ng lde.Ilmds,Intl to rmlpy wM TP1-DSB Nap'mal Design 5.ntlartl la Budng Me.I Plato 2.3 ROLLED STEEL SHAPES,PLATES,AMI BARS,EXCEPT WIDE FLANGE MD WT SHAPES A. Gard:Fasteners shat he of Sbeand type indbuted end mall comply wird,Muiremenls sp...I.dis aide for mem. ,nctl.lalvamng,-M..neuron%1^theztrvdu.lm°,pmpletea,s°mblywit'nte°x.wsshown on S.INEAd Wopd T.sses. U- A A Rolledstoe),h.pea,ple.s,andbe..e.cepwide Bangeand WTshapes,zhal.nl.mt. S A36. ledlulaMmmd°dure. Ne Drawing,. S.BKE�IXINN 2.04 ROUNp STRUCTURAL STEEL TUBING Wn.e.ugh cameNry is expa.ro weafhen,in 9roend.Mail prnwrNpreaervasve trent.,or B. Fmnca.tl waotl lrvsses.clad.planar sVudurel unas-.Lung INma.l pate..nail.mambas w ora - saes nwrelyM an bndng ponlam campy will-11,I1,end.dogs idicamtl.Ins.11 ladeners /\ A Rpund.w[N.I,tell nubs,shall unfuN,to ASTM 500,Grade C,42 ksi m.wum Wild leenph. In are,dHNgh rM.v°humklty.prwidefaNWners Type3ns.inlesssleelun'ersn.ud....i^ ft. dfmmdim,nsimlurobermdwh'mbevebeencula^da,semdmpdatoddrveryto Nejobsia. I.-Lb each ladmer.de'nme.k naming armors octad.¢to mandadureiafedening a[ne0uln and.,bran V 2.05 SHAPED STRUCTURAL STEEL TUBING the drawings. 1.2 RELATED SEC IONS 3.5 CUTTING IL A Shap.zwduds�at lubing sh...m STM nm AA50Q..be L.46 ks'mim inum,.it ar U, B. Nails,6.ds,andS.pn:ASTMF166% A Se..01333O-Swdural Submi. A.'s. Cu.,,dnlrng,ndming.al.nng..samemb-. .n ,m.d. LLL 206 HIGH-STRENGTH FASTENERS C.Pewit-Drwen F°zleners:-IX,syle-.1,a....u .rep.^arc.ptahta m IMUnttes hating judsdicil B. it-un 4525-Slmd.relT-EsnPu.don Aganry Smiles. 3.6 REPLACEMENT (n A Htgh-ss.nylhbdashellcod.mtl ASTMM25orA WMSOasnd.an Ne Sw WN ll Oreefngs. ba ed.ICC-ES AD 3. F S.d.061000-R.gh Ca Mq. A. R.ua .o.wsms..are.m.g.dad.ride-mplywdit-Un unh. O F4ovide314inmminT..iamdn bdts.Loess.ped dne.nse. . Pts,Inst..Fmclxxs:Feslem..slemz will In evduaUU,repot awep.b..adhaifi°c having juredid- 1.3 REFERENCES 1. Dama9.torus may be.,..d acwrd.g.wss reusb I-Is stored and zed.by Ne ...I--us m.[.-1.ASTMF S. based In ICCES AC0I,ICC-ESACSB.ICC-ESAC193.,,ICC-ESAC306s,appropd.Wfane subs.... A AFPA-N.o-1..el,Sped[.on.Wootl C-sw.-. q hfi.pNessIn-.gins,respoez f.wss design,when app.,.by Ne Design 0.Spl ne-type Iendon.nvolluth.pain hIOLneder..re entl s.mle nu.are an emep.ble..mate 1. Malerid:Cellon-s.ek comwneMs,zincpat.tv compywin ASTM 8633,Class Fa2n 5. B.ANSIRPII-N.o,.I Design S.n.rdl.Metal Plese C.-MilWootl T-I C.aw.. Pmleaional. O G it.... I.......y. Z. Material:Staimess..M wAN.l.and nuts wmplpng will ASTM F593entl ASTM F591.A1oy C. ASTM Afi63-S.ntlaMSped-Uon.rS.el Shnl,Z.cLusl.(GaNan.ed)or Lnc-Iron Alq-Lusted 3.]REPAIRS AND PROTECTION E. DO WIN vu load lntllc.ng washers. Groupt ort (G.I.Iseled)by Ne HLI-Dip Process. A. Pr..I-.d..hndeens°elaE.t.agenicb.-(SBX)franwea.,n .Oazpaeprolecsm,inomanicb0.n- 26T HEALED STUDS E. Mdal vamvg cmnedaan.as: D. ASTM A240-Suendad S,PFNK on for CbOmlum and Chromium Nickel S.Imes,Stell Plate.Sh,,L and 3lnp vealetl wwd bec�me%wd,apply EPA-registered baste sea.ent Apply bp..ad.on by,Myi,g to campy Kid, J A Head.d..e ..d.shell-d.-Il.e,uiremen.d-W 0t1, 1. A_..I.ign lo.s,as lmbllshetl Lyman.-,.,,m.mad Lr exceed Nose d ba%Is-d- .Prnsure V...Us end for Gen-Apptic.om. EPArmis. d1 imd. > P .,e 314.NK,i �tn he.ea red stud%unless I—oNnwis°. ¢sign prod=Kilnda.uredsp.-s.d,.nah.b.de.minedhomempHWda.ab,.U.°I E A3iM.66-S.rid.,d.,....nla.n°al.mC.d-WafietlM-id.S.4nl .-.'l he..5Up.Pl.. B.PM°clwoodw.eshomwearer.'',de°p.."p -,waoews°e°hewmewd.°Ppy EPAxgi,leredb , C.-,it.heM-Miln,uri is am shields wlN studs, .ns.tudin, )pis end demanswtad by..prme.aive re.n piefonned by a qualified kdependene end Flat Bac ori merit Appy haste eddion by apreLing.,-Fly..EPq-repstered heel. Q 2.18 EXPANSION ANCHORS .ing merry.Fuming mchv lhdl h¢wnm..ru-ne.m,w,,.,mound same lutls se F. ASTME6...ria am Test.e..ilk,Sueaze...ing...aledssudBuildng M.,6... C. R. a A E.-.i.n-.h.u.hallh.,...ne,M...dby NelCCEv...,dn E.M s.lw.(ICC-ES)wi.. -IT,.-UNI G.TPI DSB-N.ansl Design S.ndl forUni ng Metal P.. ctoos Conneed wTenses. _K_nsvuc.w. publishedevaludmrep,RMn orsshallbeevalud.by ICGESA..W.nc°Crhed.lM.adbe 2. Pmvidec.n.L.orsasnd..me^dadurels,^-.m5. H.SBCA SCSI-Building Comp..r Salety.fonnason:G°idem Gppd P.[rice.r Handgng,ins.11'ng,Reatra'n.g ``/^1 m sp.,SiuIyappmPdfnr..lnm[k°d cmcre..All-hum,hdl be,approved for redsfing wind erre 2.5 WOOD-PRESERWIffin -TREATED LUMBER S Brazng...l Plat°C.n.ded Wo.T.saa. END OF SECTION VJ miclueds. A. Preae..ve-.a .mby Pressure Pr.e.y:AWPAU1;Use Category UC2lorimeri.-nswdtonnd'mcan.d 14 DESIGN REQUIREMENT$ IF 2.9 ADHESIVE ANCHORS will_,WI Id,Use Ce,g UC3b fa,,XMnL[ ,LbL0n not,wnuR will gr..d,end Use Cale�ay UG l.i:em% A Design dwwd wase.,Indust,haler was LIiIstWenings or mange dhsming,is Ne sde msponsibifny of Z A Adhesive anmprs shat consist d. ncan dwah gourd Ne C.wda 1 MalFrreatl Ned anmaconlo.ing to ASTM A3o),GretleA.ASTM A36,dnc pdetlr F,.se..V.LI.-sul Abupb tp aunnedis having ryriadidl.and wn.ntre,no a..ica B. Fabricated w..wsses shallbetlesign.byaSwwral Engineer Ucen.to Ne pr%ed s.lefa Neb.s Z wattlI—lam ASTM 5633 LN.,rid.oNnwise.I.o SN-....up.-it chmnium.Da nut use maenads bomn(SBXI 1o,si p.lee 'I, ...e13 ngs. W R2. A,.0 sve-mmnug N m ASTM C881-02 Type IV,Grad.3.CLASS A.B.S C except gel tins, 2. F.-tedaemsi.dd.r.-eiN...tel..it.fipah,memtul formU_mall rid C.Design shall comply stidr,she Nedonal Design Spedfiubm fa Wo.Gonsw.on(NDS)publi-d by American L andop.,.unten Amesivemall.ns,.....camp.=.,ahLziva zyz.m-meinetltnside r ir,,nclsing,cadaincdbams.bleed NmugM1.a'Oterms d.,sdy°fle,Ti.Fhes. Fornlantl Papn Associes.(AFPA).Ne Nesonel0esign 9landaW fn MCUFpIa(Ncanned.Wobtl Trvss r by sde pact"conne..L,IIN—Toms-l" InorOughly mixes Us-,Linm.as it B. Kd_r,Mmbaane._eMtoamaximum mabrae...n,.,S smdnl.Donotusematedal,h.isw.m.L, C.Fw npulbis dby Ne I—File In...(171),end.e.qutrien..d Ne DullinB Lode. III,d.Inm Me hole.Amniyeshall have pas.ICC Evaluati.n Smicn,Inc A.,epan.e NM does nM,mpy wBI requllements u untie-d matenel' 1.5 SUBMITTALS tJ Cnte,iI 306.long.naeepa^d Mase .fimlly°pp..df.uuinaack°d.lmint. C. M-1-n veMmenlqualirymadr.farm%Me ..gencyapp .dby Ne ASCBoardd Review. A Suhmilmopda.gs(°eal.byanengineerk,.nsed'n NIMI ns:a.)showinglo.,,°pads,,°¢.end 8 2.10 WELDELECTRODES b 1. Faexpo,°dlumb°.'nice t.r°uiveaztdnedpnWulf^im,.Rd .i g9 dpmvide s°g.desdumbert,beu°.:plmh,spanumbncm.guub.aridsudngf.,.clrypedwssnequhed;ryp°, A E-TOwnnl.whydro des.h.11 of Wm SA5.1,A5.5,M.D,or A$.M. c.Xaa.sdvs,went compliance lss.ea byinspe.on agency. size—...1.finish,desi plates:b.Mg end...ho.ge de.ils:mit gen.lasso gn value,arts locale.d maul wnnedor B. Pmpeey store elluldn m mdn.in flux quMiry. D. Apo.... :Tis ltemsindunedun Drew,iiii,end Nef-Ping temp0.ryb.[ing requiremmh. 211 PAINT 1 Wo.ran.nalers cuts,equlpmem supp.n teas,Nockng,ahgpin9.and similar members In B. 5mrrvl ul,.lel-,sealed by an engineer licensed in Ne prged.We I.each°plus wss Ill showing _ A CAdepmsrah.Il-nf IIAISLSp,aW.n,COdedSUndand P.dw.and SSPGSted ..nedio-NX,fing.flnhing,vap.b...,s.end,ar.pomng. Imds,e.e.oa and re..ne. - SwcNrePeindngManual.unless indica(.d..sise. 2. WIN sills.sleepers.docking,Ilumng,I Lsunp^g,I Ind l.d.r--led memmrs I.:X child, C Eu-fmriutula NIL-nendlns.na.nLuiu.5tar requiretl ovum,-v.n9lumber,.-I path, a B. Pa,nl pdmerahall u fru rile.and[ TdL.and shill c mpy w.Slate entl Federel volaUle organic ....dr,.-nude. ha wss fmri.e.n prose..wawenl(6anyl•).dung entl ere.On. O `O.7 I compound(VOC)requ"e-ne, W ne.leg Intl Lung palled dw-,to Ne in f bel.gr.e axle..masonry. O.MSubmi uNI-.n.IS-by an unnue INKriuln9fiw,in6.1ing rat was to be euppi.d.r.e p,.b. J I C. Parol primer shall be.omp.ble w BiNdh 1XII 5 Lae wens. tom y wirindicated rmwremened. 2.12 GAIVANIZING , .-..ngmamberm.atarelns Nan,Bin.es(46Umm)aU.velhegn.md,n-.sp.c-.r E. SuOma ceeicafi.by wrong pl6m NatreWir.Veawentwmp0es wkn spedfi.Nanards,Kappkabls. A Galyaniz.co.ngsh.cadamto ASTMA123. unexcavated areas, F. S.m,ceeius.n.n.e.b6c.,am..Ner.qui,.qusldic.on.11utunbalamu°)have.nedependen SCALE:3'<-1•"0' B. Galv.nlzebdls,n.,.andwasheen°°cwd.nc° NASTMA159-..n edlocon^eds.M 5. W 11- id.. .r°installedoverlmerdeN ,ir,F de. s.ga9mtyloinspedbbde.an°srequireabynemspedsr.ms,suhmmnenane.Mq..I&.tlonedNI o pwieambe F. Comgde.m..m dtreated mens priamaea.en4 wnare,en pacida.rcwl artttbea.em.apply pre load DRAWN RY:TO gIVInIZ.. 1 dependent telling agency. R L. Expen an['prs oradm,iyl enmas spaded to be 9,1-xd sham be m.chenbaLy gpmp sent. ._I.,u„tl.r..wenn aa.,d.I-win menL.d.dy mywdi PROJECT NO.2022.352 C acs^ante oven ASTM 8695,.tell FS,Type L A1ow .eve m dry prior.ere.ng membri..Inep°d a.p...hien..o1 I..-'Nene) ane,p end dl...W dame d or defe.vi,•.uus. 11 G M 4/r J'] DCOKA1T I SHEPPHIRD CL OF PIPE Ia==o ASSOCIATES _ ARCHITECTS+ENGINEERS ADDL REINF TO i16�1Z' — r-e• iDr-e• 26550 AGOURA ROAD,SUITE 106 MATCH FTG REINF TATS EL CALABASAS,CA 97302 NOTE }•'- - d 3106709144 wIls@shep-aemm C WWF 118' 3LL NOTE2 ,•'k FTG REINF° -rs.wa¢as Ii "YTALON= 1 yI cserxxrrzsu wxnsn - .. P f'S 1'-6' 2'0' few VAPOR BARRIER=,SAW CVT CONTROL JOINT GRANULAR SUBBASE PIPE NEAR TOP OF FOOTING ~ O -ADOL REINF TO I FTG REINF TIFTG EL TC FTG REINF 4 MONRNUOUS JOINT ILLS.AND METAL FORM HEY JOINT FILLER.SEE ARCH WWF SHEAR ONGS AND SPECS I�D I D STRUCTURAL.�.. TICONC - .. .I �TI a.-.}a3,?�3 J-y..,.�� 2..0. .-E �i I 2'_0• n �� I' VAPOR BARRIER II STOPLATE WASHER,316'MIN KEYED TGRANULAR SUBBASE PIPE LN BOTTOM bFF00nN0 WITHIN 6'BELOW N BOTTOM OF FOOTING CONSTRUCTION JOINT OR IF ADD'L BAR NO l LO-GER EN Holly Digitally signed w THREADED ANCHOR BOLT PROJECTION EXCEEDS DST ON 9 y 9 TICONC EL a L ROUT-BASE PLATE THICKNESS 1NOTE. E%EE039'-m b Holl Jeffreys SAWCUTSHALL BE MADE SOON ENOUGH TO PREVENT CRACKING,BUT NOTSO SOON AS TO y Y Y ANCHOR BOLT DIA+1'MIN CAUSESPALLLNG OF HTE CONCRETE WHILE SAWING.FOR JOINT FILLER,SEE ARCHITECTURAL ilfi�1Y FTG REINF Date:2023.05.22 DRAWy.7 DRAWINGS AND SPECIFICATIONS. TIFTG EL TrTt{^ c Iv(s I Z. SAW CUT OR DISCONTINUE REINF AT CONSTRUCTION JT. _ J - Je 11 e17:03:5(3-04'00' LE' ANCHOR ROD WRH 25Tp FIAT 3. KEYED CONSTRUCTION JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING. ^� ;u •-jam 4. WHEREREOVIRED FOR SUCCESSFUL INSTALLATION OF FLOOR FINISH SLAB SHALL BE WET CURED i WASHERS AND 2HEAVY HEX NUTS.TYP CONTRACTOR'S OPTION DIAMOND DOWELS MAY BE USED AND BE PLACED A MINIMUM OF 90 DAYS PRIOR TO IN WLEU O OFOF FCDNTRNUOUS CONCRETE KEY \\\FINISHES AT \\4y11JEFFRF. AT KEYED JOINT. 2-B• Y-B' `120 yICENSF �d•�i I S PROVIDE SAAB BOLSTERS A MIN 4'-E APART FOR WWF SUPPORT. r 6. MAXIMUM SPACING NOT TO EXCEED 2Y-m. PIPE UNDER FOOTING r o.il2 1 TACK>- NOTES: 1. NO PIPESTO NOT X OR EED 1N HEFO COLUMN FOOTINGS. l -SEE 1310.33.30 FOR SCHEDULE. 3. VPIPE ERIFY PIPE NOT EXCEED 1lJTATIONS IMG THICKNESSAFTERIT HAS BEEN INCREASED. `iA4 BAi£�6 .*\ 3. VERIFY PIPE PENETRATION LOCATIONS WI PLUMBING CONTRACTOR. y..-.F•F 12 TYPIC AL BASE PLATE AND ANCHOR BOLT �a TYPICALGRADE SUPPORTED SLAB AT JOINTS 4�TVPICAL-_THICKENED FOOTING AT UNDERGROUND PIPING )NIRI fl lV s33 3!4"=1'-0-0" BS 314"=1'-0° 3a 3/4°=1'-D• 5snzm3 TMs item has been.11ysigned and sealed by 1.11y Jef6eye,Ro Ikenae number 62TSS on th tlete endlar p usNg a digital signawre. Pd-copes ddlisdocumenI-- FACE arenotFACE OF STUD 2x SND WA-I-,SEE PLAN PLYW000 CL COLIFTG ' SHEATHING PT SILL PLATE WI 518.010. _ ANCHOR BOLTS,(2)HEAW HEX NUTS AND STANDARD GRADE SUPPORTED SLAB ARCH VENEER WITHIN 1ASHER ga F O.O.0ALL OFNE PAINT BASE OF COLUMNWRX2 RHINIY Z-'OG.ANERS (I COATS OFBITUMINDUS COATING -ISCLATIONJOINT. U SIMPSON BP 51B SEE DETAIL 1010.53.30 Beach 3'-0- SEE f2NG3.30 AND INDICATE3SLAS BEARING PLATE ..12.F- f3N533GFDR BASEPLATE AND CONTRACTION JT ANCXOR BOLTS. [ -- YAS CONT. TISLAS E_ TISLAS EL ----- CJ CJ FIN OR �rr3�: PROVIDE MIN 3' " CO ER AT BASEPLATE Atlanfic Beach Country Club -7 A-a- M5x4'.0-TOPAT Phase1 NUTTOBE nl DISCONTINUOUSSLAB WELDED TO BOLT _WWF CONTRACTION JOINT TIFTG EL .` 1 TIFTG EL 1600 Salva Manna Drive I Atlantic Beach,FL 32233 REVISION k5@12' --^�OIG POCKET IF N0. DATE DESCRIPTION KE ANCHOR DOLTS RAT 1 12A2-Z2 SOP 2 - ANC11oR BOLTS z azn5-zs DD Pilon 03.30-23 soar.CO TYPICAL TURNDOWN SLAB AT EXTERIOR LOAD BEARING AND/OR1-23-23 PERMITSET 1�•TYPICAL REINFORCEMENT AT DISCONTINUOUS CONTRACTION JOINT r 7 SHEAR WALLS 11 ,TYPICAL EXTERIOR STEEL COLUMN FOOTING 3. 314'=1'-0° sB. 3/4"=1'-0" Zx STUD WALL.SEE PLAN PLYWOOD ALL SCHEDULE PLYWOOD SHEAR WALL SCHEDULE �, SHEATHING PT SI R E1.1EWI1IB•OIA -S• BASE PLATE I •—BASE PLATE HEX NUT AND STAN11)HEDARD RD Pf SILL PLATE W/ HEX NUTS ANO STANDARD 515'DIA ANCHOR BOLTS.12) Zx STUD MCH VENEER WASHERQZ-O'O.C.AND HEAVY HEX NUTS AND STANDARD WPLL. WTHIN IT OF ALL CORNERS WASHER @Y-0"D.C.AND WITHIN SEE LL_ FOOTING SCHEDULE P SIS CONTRACTIONJTOR CONTORCON CTI UCTI 17 FALL CORNERS ' CONSTRUCPOII JT,TYP I ORCON BIMPSONEARING SPT 3'-m WWF JT,TYP BEARING PLATE r- BEARING L.TE MARK SIZE(WKL%T) REINF REMARKS 1 X12 BEARING PLATE �ON ANCHOR W.CENTERED T F3.5 I-6'x]-6"x12' 5114 E.W. TOP 8 BOTTOM FIN GR �� -- J 2MS CONT. F5.0 50'x5-0'x15' 5116 E.W. TOP 6BOTTOM _ NVTTOBE 2 u -WWF J1 L 4� WELDED 'Tv 2 r FSS 6Ex6_W "SEW. TOP S BOTTOM TDBOLT TIFTG EL -3p4 CO-TYP. W ISOLATION JT F NUT TO BE�•' - TOP S BOT. Q Ft0x6 10-0'x6'-Px3E t0663HORT,6Afi LONG TOPBBOTTOM ISOLATION JT T, -3U5 GONi. WELDED@12'DO. TYP. nil - 9 :.. TDI BOUT i ,� TOPaBOT. Z p5®f2' NOTE: O PR ADEM EDGE OF SLAB 0' 2'-E ANCHOR REINFORCING NEARAT SAAB EDGE < TYPICAL TURN DOWN SLAB AT EXTERIOR LOAD BEARING AND/OR 14 FOOTING SCHEDULE 10 TYPICAL ISOLATION JOINT AT STEEL COLUMN 6 SHEAR WALLS 2 TYPICAL SECTION AT SHEAR WALL " 3 314"= ° 3.] 3l4"=T-0° s3.3 314'=1'-0' z CL COLPTG O Z O ISOLATION JOAR, 2K5 CONT SEE 12T 53.30 AND SEE DETAIL 1010.53.30 J14�12' 1310S3.30FOR BASE PLATE AND J ANCHOR BOLTS. BASE PLATE AND ANCHOR BOLT SCHEDULETISLAB EL —F PROVIDE MIN 3' Q COVERATBASEPLATE FIN GRT15�PL LL pf 00.5E PLATE PNCHOR BOLTS WELD /!1 BASEPLATE MARK 2 � - v! m A B C D E F NO W tz TIFTGFL p C .Y Z U Bpi 1' l4' 4' 5• 1' B' 4 3116' i o_ 1 3I_ T BP2 314" 1Y tY 4' 3K' 5' 4 BLDG CORNER OR - r Jam\ CONSTRUCTION JT t - `DIG POCKET IF REO'0 TO NEEP MIN 3'COVER AT ANCHOR BOLTS 2#111.1 TOP 13 BASE PLATE AND ANCHOR BOLT SCHEDULE 9 TYPICAL EXTERIOR STEEL COLUMN FOOTING 5 TYPICAL REINFORCEMENT AT SLAB RE-ENTRANT CORNER .{ •TYPICAL TURNDOWN SLAB 0 O 314' .314" 63. 3/4" 374"=1'-0" SCALE:3r<'=Yn DRAWN BY:HD FRDJECT NO.:2022.352 Il�/ri Q!'34 DCDNAIT CCT SHEPPHIRD ASSOCIATES HOLD DOWN SCHEDULE ARCHITECTS+ENGINEERS FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE 26560 AGOURA ROAD,SUITE 106 L:11 TYPE LEVEL ANCHOR STUD CONCREreBOLT DIA. D1IANTRT BASEANCHOR CALA6A$AS,CA 91302 SIB^BS"EMB6D. 310.670.9144 m11.s@Shep3e.c d CONNECTION FASTENING LOCATION CONNECTION FASTENING LOCATION CONNECTION FASTENING LOCATION NDSB ALL 510" (2)2a CAST-IN nwcsa ANCHOPROD A,T.IN 1 a IT EMBED, ROOF WALL FLOOR HD2 HD12 ALL 1• (4)24 AMCC ORIROD s.w.iamms.ul-alMas BLOCKING RTWN JOISTS,RAFTERS OR 3-6d COMMON(2lir%0.131') EACH END,TAE NAIL STUD TO STUD(NOT BRACED AT WALL 1 fitl COMMON(3 In'X0.162) 24'0 C.FACE NAIL JOIST TO SILL,TOP PLATE,OR GIRDER 3Ed COMMON(21/T X 0.131') TOENAIL NOTE; TRUSSES TO TOP PLATEIFRAMING BELOW 3-10d B0%(3'%0.120-) PANELS) ".BOX(3-%0.120') 3-3' 14GA STAPLES.7116'CROWN 10tl BOX(YXO.126') 16-O.C.FACENAIL INSTALL ALL PER MANUFACTURER REQUIREMENTS.SEE DETAIL 210.66.30 FOR 3 14GASTAPLE5,7116-CROWN MORE INFORMATION. 3'X 0.131'NAILS 33'14GA STAPLES.7116-CROWN RIM BLOCKING BTWN RAFTERS OR TRUSS NOT 2-Btl COMMON fil-NA21tr%0.131') EACH ENO,TOENAIL TOPFI_STBAJIOJOIST.ORFRAMI G.E Btl COMMON(2112%0.131') 6'O.C.,TOENAIL AT THE WALL TOP PLATE,TO RAFTER OR 2-3'X0,131'NNLS STUNT STUD AND ABUTTING STUDS AT t6tl COMMON]12'X0.162') t6'OC.FACE NAIL TOP PLATE.SILLOR OTHER FRAMINGBELOW 10d B0%(3'X0.128') �a 1HOLO DOWN SCHEDULE TRUSS 2.1wCO MISS INTERSECTING WALL PANELS) ( 3'XD.1]1'NAILS SHEAR 3'14GA STAPLES,1116'CROWN 56.3 3/4"=1'-D" WALL PANELS) 2-184 COMMON(912"XO.t6Y) END- i6d B0%(312-X0.)95-) 1T OC.FACE NAIL 3-3'A S131'NAILS 1'%8-SUBFLOOR OR LESS TO EACH JOIST 2-BD COMMON(2112%8.131') FACE NAR 33'14GASTAPLES 10'BOX(3X0.128) 12'O.C.FACE NAIL 2-1OdBOX(3-X0.128-) i T R C T U R A L Y'3 06131-NAIL` FLAT BLOCKING TO TRUSS MD WEB FILLER 16d COMMON(3112-X018T)@6-O.C. FACE NAIL GA STAPES,7116-CROWN T SUBFLOORTO JOIST OR GIRDER 2-18d COMMON 13112'X 816') FACE NAR NAILS @ 6'O.C. 0.131' PLYWOOD DIAPHRAGM E TSAR Y 14GA STAPLES@ 5.O.C. BUILT-UP HEADER(2'TO 2-HEADER) tRd COMMON(31T1'X III 16'O.C.EAEDGE.FACENAIL 2'PLANKS(PLANK B REAM-FLOOR&ROOF) 2-1.COMMON 1312'X..IS') EACH BEARING,FACE NAIL (STAGGER SHSHOWNN)) CEILING JOISTS TO TOP PLATE 3 COMMON(2112'%0.131') EACH JOIST,TOENAIL 16d BO%(312"%0.135') 12"O C.EA EDGE,FACE NAIL BUILT-UP GIRDERS AND BEAMS,2-LUMBER 20d COMMON V-X 0.192) 32.O C.FACE NAIL AT TOP 310tl BOX(3-X 0.128') SIMPSON PSL`- 33'XD.131'NAIL6 LAYERS AND BOTTOM,STAGGERED ON (PANEL SHEATHING CLIPS) 3-3.14GASTAPLES,71t6'CROWN CONTINUOUS HEADER TO STUD 4-Bd COMMON(21/TX0.131') TOENAIL OPPOSITE SIDES AT MID SPAN WHEN SPAN 4-tOtl BOX(3-%0.128-) S GREATER THEN 16' H O I I y CEILING JOIST NOT ATTACHED TO PARALLEL 31fid COMMON(3 TIT X 0.162') FACE NAIL 10tlB 131'NA0.13By AND O.C.FgCE NAIL AT TOP Digitally signed RAFTER,LAPS OVER PARTITIONS(NO 4-10tl BOX(3'X0.120') J'X0.131'NAILS AND BOTTOM,STAGGERED ON THRUST)(SEE IBC 2308.7.31) 4-3'%0.131-NAILS TOP PLATE TO TOP PLATE t6tl COMMON(312'%0162') 16'O.C.FACE NAIL 3-3'14GA STAPLES,7116'CROWN OPPOSITE SIDES by Holly Jeffreys 4-3'14GA STAPLES,7116'CROWN Date:2023.05.22 10d BOX(3"%IL12B') t2'OC.FACE NAIL ANO: ENDS,FACE EACH CEILING JOIST ATTACHED)(SEE OPARALLEL PER BE TABLE 2300.7.3.1 FACE 3'-14G'NAILS 2-20tl COMMON(4'%0.192) SPLICE,FACE NAIL Jeffreys 17;04:14-04'00 RAFTER(HEEL JOINT)(SEE IBC 2308.)3.1) 33'16GA STAPLES,711 fi'CROWN 310d BOJ)(Y%0.126') 33'X 0.131'NAILS 3-3.14GA STAPLES,7116-CROWN /e 111\111 u17/A COLLAR TIE TO RAFTER 3-10a COMMON(3"X0.)48') FACE NAIL TOP PLATE TO TOP PLATE,AT ENO JOINTS 11-1fid COMMON(3112'%O.t6T) EA SIDE OF END JOINT,FACE Z� \\\Y H JEFF//// 4-1pd B0%(]'X0.120-) 12.10tl BOX(T-12B-) NAIL(MIN 24'LAP SP LICE LEDGER STRIP SUPPORTNG JOISTS OR 3-16d COMMON(312'XO.t6T) EACH JOIST OR RAFTER. X III-NAILS t23-%0.131"NAILS LENGTH EA SIDE OF END RAFTERS 4-10d BOX(3-X0.120') FACE NAR 4.3'14GASTAPLES,7116'CROWN 12-3-14GA STAPLES.7116'CROWN JOINT) 4-3-X0.131-NNL9 RAFTER OR ROOF TRUSS TO TOP PLATE 3104 COMMON(3"X0.148-) TOENAIL BOTTOM PLATE TO JOIST,RIM JOIST.BEND 1 R COMMON(312'X0.182') 16"OOFACENAIL 4-3.14GA STAPLES,7/16-CROWN ` `�7* •_ 316d BOX(312'X0135•) JOIST OR BLOCKING AT BRACED WAIL ('J 1i ` CC" 4.10tl B0%(J'%0.120') PANELS) -ST BANG JOIST OR RIM JOIST 3.16tl COMMON[3112'X0.182) ENO NAIL 16080%(S 12%0135') 1T OC.FACE NAIL 4-10080%(3'X0.128') ' %O.t31'NNLS 3'X 0131'NAILS 4-3'X 0.131'NAILS 8,@F AT NON- 4.3'14GA STAPLES.7116'CROWN 3'14GA STAPLES.7116'CROWN 43'14GA STAPLES,7116'GRUWN CONTINUOUS ROOF RAFTERS TO RIDGE VALLEY OR HIP 3-'6d COMMON('112 X 0.162) EN p NAIL BOTTOM PLATE TO JOIST,RIM JOIST.BANG 2-Ted COMMON(912'%0.162'1 16.00.FACENAIL BRIO GING OR BLOCKING TO JOIST.RAFTER 2-8d COMMON(2 U-13,131') EACH END.TOENAIL PANEL EDGES REEFERS;OR ROOF RAFTERT02'RIDGE - BOX(3-%0.28') JOIST OR BLOCKING AT BRACED WALL 3-16tlB0%(3112%0.135') OR TRUSS 24 dBOX(3'X0,128') BEAM 3]'X 0.131'NAILS d&2321v3 3-3.14GA STAPLES,7116'CROWN PANELS 4-3'X 0.131-NAILS 2-3'%0.131-NAILS Btl@1T ALONG 14GA STAPLES,711 fi'CROWN 2-3.14GA STAPLES,7116-CROWN INTERMEDIATE FRMIMG MEMBERSATP.) TOis Sem Kas&eon aloctronicallV signed 3-t Otl COMMON(3'%0140') TOENAIL 43 antleealad by Hd6y Jelheys,Saida 316d BOX(312'%0.135') STUD TO TOP OR BOTTOM PLATE 4-Bd COMMON(21?%0.134') TOENAIL license number 82>58 oe lNe date antllor Od BOX(3'%0.128') 4-10tl BOX(3-%0.128-) -3'X 0.131'NAILS JOISTS OR TRUSSES dme stamp usle9 a dighM M9111ul. 4-3'XGAS NAILS 4 Pn"w copes d dlis document arend d-3'14GA STAPLED,7116'CROWN 43'14GA STAPLES.7116-CROWN SEE PLAIT erect ugned and seaktl and Na 2-1Sd COMMON 012-X 0.16T) END NAIL �signelurQlmuo^bce4vee dan any 1fOtl BO%(3'X 0.128') giea. }3'X0.131-NAIL$ 3 ROOF DIAPHRAGM DETAIL 3.3'14GA STAPLES,tltfi'CROWN 314"=1'-0" TOP PIATES,)APS AT CORNERS AND 2-1 Sd CDMMON(312'X0.16T) FACE NAIL INTERSECTIONS }1m Box(3'%0.128') 3Y X 0.131'NAILS Ali 33'14GA STAPLES.7116'CROWN Ir V BRACE TO EACH STUD AND PLATE 2-Bd COMMON(21? 0.131.) FACE NAIL Z4 W BOX(3'X Onley 2-]'X0.131-NAILS 23.14GA STAPLES,7118'CROWN fffAtlantic Beach 1-X6-SHEATTIINGTO EACH BEARING 2-ed COMMON(2 FACE NAIL j,( 2-1WBDX(3'%0.128') ij( SH EARANCHORSPLACEOBTNN SHEAR WALL END POSTS.HILT4 1'X1'ANDWI1ER5HEATHIN1TO EACH 3-6d COMMON(211TX 0.131'1 FACENAIL XU 0.157'POWDER ACTUATED Atlantic Beach Country Club BEARING 3-10d BOX(3•X 0.126'1 ANCHOR BOLTFASTENERS @ 16'O.C.MAX SEE HOLD DOWN SCHD Phase 1 15 FLORIDA BUILDING CODE FASTENING SCHEDULEit TOP Pure I 1600 B a Marina rive SIM SON HOLD DOWNS 11 Atlanticis Beach,FL 32233 SEE HOLO DOWN SCHED 11 �WALL STUD PIPE AT TOP PLATE,SEE DETAIL 910-66.30 HOLO GOWN WOOD SHEAR WALL SHEATHING. REVISION FASTENERS BEE SHEARWALLSCHED I 1 AND SHEAR WAIL LAYOUT N1 OATS DESCRIPTION SHEAR SHEARWDS. 12-02-24 SUP-9 1 SEE SHEAR WALL HOLO DOWN AT RODE SCHED 2 D2-1D23 DD Pricing 1 I 16tl PT1 :C_ 3 53.30.23 30%CO 1 I I I 052323 PERMIT SET L l I I I 1 I j SHEAR WALL STUDS, (1 6'-0-MIN LAPA --- --� SEE SHEAR WALL SCHED II SHEAR WALL SHEATHING, \ II SEE SHEAR WALL SCHED SHEAR WALL SCHEDULE 2 ROWS OF lfid GUN NAILS SECTION A-A HOLD DOWN IN ANDSHEAR WALLLAYOUT AT 4'O.C.STAGGERED W000 STUD` FASreNERS .I E ALLOWABLE II WALL STUD MARK LEVEL SHEATHING ATTACHMENT SHEAR(SEE -2x STUDS.SEE SCHEDULE 1 WOODS WINOTCHMOLE II rvO E21 SHEAR ANCHORS PLACED BTWN ONE BIDE152TAD Btl EDGE AND 1rANEL STUD TURNED " �i OHEAR WALL END POSTS,HILT` SW1 ALL RP.TEO PLYWOOD EDGE PND CTAT 365 LBIFT 900EG `s.T 1 SIMPSON HOLD DOWNS II %U D.157'POWDER ACTUATED -- BHEATHING(BLOCKED) INTERMEDV.re SUPPORTS SEE HOLD DOWN SCHED 11 FASTENERS@1fi - BOTHSIDE51513TAPA ad MAIL Y AT PANEL I II SW2 AI.L RATED PLYWOOD EDGRAND)TAT 1370LBIFT CONCRETE BASE SHEATHING(BLOCKED) INTERMEDIATE SUPPORTS NOTES, ANCHOR. ;NOTES: NSF SEE HOLD DOWN SOHO '��-.iy',_ 1. SEE 11-6,30 FOR MORE INFORMATION. I. JOISTS,SHEATHING,AND BLOCKING NOT `CONCPETE FOUNDATION 2. EXTERIOR WALLSYSTEM SHEATHING MUST MEET OR EXCEED ALLOWABLE SHEARVALUES SHOWN FOR CLARItt. PROVIDED. 2. WHERE DIMENSION CANNOT BE MET OR AT CONTRACTOR'S OPTION PROVIDE SIMPSON HSS HOLD DOWN '^ STUD SHOE INN-LIEU-OF DETAIL SHOWN. AT FOUNDATION J r14 SHEAR WALL SCHEDULE 10 TYPICAL TOP PLATE SPLICE fi PIPE AT WOOD STUD WALL2 SHEAR WALL HOLD DOWN DETAILS Q sfi. 314'=1'-0" 314• Ll-I 5v. 1'-0" 56.3 3/4•=1-p' . 0 (D CONNECTION NAILING JOIST TO SILL OR GIRDER,TOENNL -d HEADER SCHEDULE OF JACK BRIDGING TO JOIST,TOENAIL EACH END 2-Bd LEVEL OPENING SIZE HEADER ASTUDS OSTUDS SIZE STUDS STUDS /QN PLATE TO JOIST OR BLOCKING,FACENAIL t80@t60.C. LESS THAN 4'-P (3)2x6 1 LL L.L TOP PLATE TO STUD.END NAIL 2-16d GROUND 4'42-6'-0' (3)2x10 2 S TO ROOF Z 4-Btl.TOENAIL OR PIPE AT TCP PLATE 6'42.0'-0' P325 T = ATTACH SHEATHING TO STUD TO PLATE 1 III O 2-16d,END NAIL WALL STUD-LOCKING GREATER THAN 0-0' SEE PLAN BEE PLAN SEE PLAN AS INDICATED ON 1 III J DOUBLE STUDS,FACE-NAIL 16d 0 24'0 SHEAR WALL SCHED DOUBLED TOP PLATES.FACE-NAL. 1fid@t6 O.L. II III it PLYWOOD,NAIL WI - - _ 11� ---- a1�11 U N CTS2111 1 -DOUBLE TOP PLATE, NAILS @ 6'EA BIDE. I I III LL m TOP PLATE,LAPS AND INTERSECTIONS,FACE-NAIL 2-160 SIMPS EACH SIDE II III II WH EREWALLISABEARING LAP PLATES 4'-O'MIN STAGGERED III II a II II WALL ADO AIJDITIONAL STUD PROVIDE CONT III III U) III I (5)164 EA SIDE BLOCKING AT PANEL ry 16tl@18'O.C. EACH SIDE OF PIPE WITHIN 4' 1 III tll u CDNTINUOU5HEgDER,TWO PIECES II II _ -,,,_--- _ EDGES,TYP III I,I II ALONG EACH EDGE III 1 OF NOTCHED TOP PLATE --�� Z II III II 1 HEADER SECTION 111 a CEILING JOISTS TO PLATE,TOENAIL 3-Be li II r--- "'-' III Iil Z11 ^ 1j III 11 - I Iii Itl tL "' CONTINUOUS HEADER TO STUDS.TOENAIL 4-Rd ii III WOOD STUD -2.EJAPACN LOAD BEARM G WALLLH SHEATHING,WALL SEE III SHEAR WALL SCHED i 111 R 1 - I F STUDS,SEE AND SHEAFt WAIL SCHED I III 1 1 CEILING JOISTS,LAPS OVER PARTITIONS,FACE-NAIL 3-16d II III II SCHED t PROVIDE(2)STUD6 I III II I PIPE i6d@1Y STAGGERED VcRT. AT PANEL JOINTS,TYP 8 2a SILL PLATE CEILING JOISTS TO PARALLEL fiAFTERs,FACE NAIL -1fid II III " KING TO JACK STUDS it 1 RAFTER TO PLATE,TOENAIL �� PRESSURE SBILL NOTE: 71-2.W-STUDS ARE NOT SHOWN,SEE PLAN BUILT-UP CORNER STUDS 16d@-O.C. PLATE 21 PROVIDE CONT.BLOCKING AT MIDSPAN MINIMUM O n .^3 O 13 TYPICAL NAILING SCHEDULE 9 PIPE AT TOP PLATE 5 TYPICAL LOAD BEARING WALL HEADER SECTION AND SCHEDULE 1 TYPICAL SHEAR WALL PANEL LAYOUT SCALE:-d- . �S314-1'-0" ss.s 314"=1'-0" ss. 314"=1'-0' DRAWN BY:HD PROJECT NO.:2022352 T1G/4)4/77 DCONAIT CCT SHEPPHIRD SIMPSDN HEAVY ANGLE 0� ASSOCIATES HL43,EACH SIDE.INSTALL 11,E ARCHITECTS+ENGINEERS PROVIDE DW BRACING TO PER MFR'5 REOUWEMENTS. Aye 26560 AGOURA ROAD,SUITE 106 NEAREST SHEAR WALL. 314'a THRU BOLT,TYP. SEE 1110.58.31 FOR MORE ROOF PURLIN,SEE PLAN CALABASAS,CA 91302 WFORMATION. AND Vr=1.T"PS AR,D BEAM d 310.670.9144 B91.S�Jahepee.COm PRE-ENGINEERED ROOF 1.6 KIPS(DPLIFT) o wncsa TRUSS,SEE PLAN F.=x OJ KIPS PLYWOODDECKING 3 FI=x 0.3 KIPS ISEE PIANI t S6J PLYWOOp ROOF 3 1 1? DECKING,SEE PIAN CONT.BLOCKING, n'wm COOftO W LTH ARCH FOR ANY Ep R •A-Wets•aa-s1`esa REQUIRED OPENINGS 314'B SS THRU BOLT y�6 ♦ �AN _ W1 ACORN NUT,TYP. o-Jyy� PEACH FACE� - a - TRUSS BRG ELEV. T"TTy�-_ e USS /` r SIB'0 55 THRU { RG EL BOLTWI ACORN • PRE-FABRICATED WOOD / NUT,TYP. •T PSL PLUS BEAM TRUSS,SEE PLAN PURLIN(SEE PLAN)) SHEAR (SEE PLAN) I TRUSS PLATE SEE DETAIL 1310.5831 FOR- I I HURRICANIF-P-SIMPSDN SIMPSON HEAVY ANGLE HL43, �, PSLPWS(SES TO COLUMN,3 PSL PLUS BEAM TO HSS 1 I H2.SA EA SIDE(2PERTRUSS) EACH SIDE.INSTALL PER ME'S PLAN) 9116 ��IDES COLUMN CONNECTION I I REOUIREMENTS. _/ (I /� SIMPSON NSTALLHANGER ERMFR'S HSS COLUMN PND T R U C T U R A L CONNECT ANGLE TO TRUSS HSS COLUMN OMEMBER WITH 3M•0 LAG REQUIREMENTS SEE PI11 CAP PLATE I� SSTALL PER HL435 LONG. (SEE PLAN) INSTALL PER XL43 REQUIREMENTS. TV33 MFR TO DESIGN PREFAB NOTE..@ SIM.CONDRON.JACKTRUSS T5 BEARS ROOF TRU55 FOR LOA05 SHOWN ON PSL PLUS.SEE 15/0.56.31 FOR PSL TO STUD SHEAR WALL, ,SEE (ALLOWABLE)PFRPURI- I PACK(BEYOND)CONNECTION. PLANS AND SCHE HOII" Digitally signed Holly by Holly Jeffreys 16 PURLIN TO PREFABRICATED ROOF TRUSS 12 TRUSS BEARING AT STOREFRONT SECTION B PURLIN TO HEAVY TIMBER TRUSS CONNECTION 4 TRUSS TO COLUMN CONNECTION DETAIL Date:2023.05.22 S6. 3/4''=1'-0" ss.a 1'=1'-D' 56.3 3/a•=,'-D• Jeffreys17:04:34-04'00' CONT 2,WOOD TWEEN ROOF TRUSSTOP CHORDS CIA— 2x BRACEBETWEEN ROOF �?OY'�1GENS P}P/� TRUSS FROM TOP CHORD TO TOP SEEAFR-CM TRUSS BRG ELEV. EHSSBEMAAN N-INCHCAR PLATE TE NDS SECTION1 WALLS AND—BY LATE(SEE PLAN) S`i ,- (COLUMN PSL PLUS IBEYONDA SEE CONNECT`EA WOOD TRUSS DETAIL 510.56.31 RAFTER TO TOP PLATE W/ (c NF`�R'U FOR CONNECTION TO HFC BEAM SIM.CONDITION) \ 51? / SIMPSON H253EISMIC ANCHOR TRUSS T2 BRG ELEV. Js�axcxa d' = SEE ARCH TRUSS DEC PSL PLUSBEAM I\/I 3? TNI zndse dby Hneleco-ocicapR-0 SEEPIPN) 3116 v \� 1 SEE ARCH anJ seaktl by HPay Jalrreys,Flaritla t A �/ Ica—number 82T5Bon Me JMe.—I LB'BSS TRU BOLT 1 PL313'THICK EACH PRE-ENGINEEREDWOOD SIMPSON HANGER HUC612. r W1 ACORN NUT,TYP. L r FACE TUSS,SEE PLAN PnnteJ copves of Va"s Jlocnulm iml ale nn INSTALL PER MFR'S 2'-0' REQUIREMENTS JN,M signedandsealetlantl Me [I 2-0 _ (212a TOP PLATE CONI, c sigrlaLurelecw be,rfi�J m any I[` (BOLTfl MEMBER-- z- -- ----- — PLYWOOD e 1+II STUD PACK(SEE PLAN) I SHEATHING EXTERIOR STUD WALL. SEE PLAN 1 112' +I Y 1 t/T H55 COLUMN AND 114-INCH CAP PLATE SEE PLAN) SIMPSON HANGER HUC6B,SEE DET-111 1W 6.31 FOR MORE INFORMATION + NOTE PROVIDE SIMPSON H2.5 SEISMIC ANCHOR EACH SIOE OF GIRDERTRUSS. LO MEMBER SEE PLAR) ' r� "7�'TRUSS CONNECTION DETAIL SECTION AT ROOF TRUSS AT EXTERIOR WALL ISED HEEL' 15 Adandc Beach PSL BEAM TO STUD PACK DETAIL 11 HSS BEAM TO HSS COLUMN 1'-D" L 8.3 Atlantic Beach Country Club_ PLVWOOp DECKING Phase 1 2x4 DIAG BRACES @ 8'-T O.C. PLYWOOD EDGE (SEE PLAN) CONNECTED TO TUSS RAFTERCIA NAILING (2)P.T.—LOCATE D AT CONT.BLOCKING,COORD WIT ARCH FOR ANY REQUIRED 1600 Selva Marina Drive IN TIE CONN ANCHOR PRE.ENGINEERED 5 (CONNECTION BY TRUSS yQ- OPENINGS.CONNECTTD TOP aMIC eac,FL 32233 ROOF TRUSS. MFR) YR PLATE WI SIMPSON RBC ROOF SOLI02x4 BLOCKINGD TR SS NSE y BOUNDARY CLIP. BRACE CONNECTED TO TRU55 SEE PLAN DO TRU NAILED TO FACE OF JACKTRUSS(RY TRUSS p� ` REVISION CONNECT WI(4)8d HALLS@ - PLYWOOD ROOF WOOp TRUSS,FULL HEIGHT OF ry NO. DATE DESCRIPTION CROSSOVER POINTS,TYP L Z DECKING.SEE PIAN (ALK TUSS MFR) R FREE ARCH FOR WOOD TRUSS,BOTTOM CXOftO PLYWOOD SHEATXING / 1 _ AND 31B'PLATE.SEE DETAIL r SEE PLAN) t2-02-22 SID-19 )!0-56.31 FOR MORE INFORMATION 2 002-1023 DD Rina9 FACADE SEE ARCH.) Y' i TUSS 3 330.23 90Y CO LO MEMBER(SEE PLAN) BRG EL 9 OS2]-23 PERMIT SET l �ti' =Q`I` WOOFABRICATED '-�.` Pim! WOOD TRU55.SEE E. PLAIN TRUSS BRG ELEV. . ✓. WALL SHEATING HURRICANECLIP- \ SIMPSON H2.5A EA S1DE SIMPSDN HANGER HUC6B,INSTALL PER MFR'S : W / (L (Z PERTRU33) REQUIREMENTS.SIM CONDITION AT EACH LO y DOUBLE 2a TOP PLATE CONT. MEMBER CONNECTION TO XEAW TIMBER TRUSS k PL 318'THICK EACH SOLID 2a9 BLOCKING@EA OIA BOTTOM CHORD PLATE.ONE OR BOT SIDES. FACE 2'-0' I L STUD WALL BRACE CONNECTED TO TU35 16J NAILS@6"O.C. PSL PLUS SEE PLAN).SEE 5/8'055 TRU BOLT DETAIL 3'0.5831 CONT—ETWEEN2x4BLOCKING. (2)2x TOP PLATE HANGERI FOR CONNECTION TO HSS WI ACORN NUT.TYP. ATTACH TO BLOCKING W1 T 8d CONT. TO PLATE 592 1-2 COLUNN(BEYOND) COMMON NA0.S EACH SIDE I I NOTE:@ 51M.LONORON.JACK TRUSS TS '.NAILS@6'O.C. TUSSMFR TO DESIGN PREFAB EXIERIORFACEOFW000� ,, ! BEARS ON 2a STUD WALL. SXEAR WALL,SEE PLArvS ANO ROOF TR USS FOR1170PLF TRUSS —'tom HSS COLUMN SEYONOj SCHEDULES LATERAL LOAD(ALLOWABLE) 14 SECTION AT ROOF TRUSS AT SHEAR WALL '1 D JACK TRUSS TO HEAVY TIMBER TRUSS CONNECTION 6 TRUSS CONNECTION DETAIL /2 TRUSS BEARING SECTION 33'3/4"_1'-D" 3/4"_,'-0' 6.3 3/4•_V-D' J Q w 0 r NOTE CONTRACTORTO ArA COORDINATE LOCATION OF ATTIC lJ I ACCESS HATCH WITH ARCH. I I PRE-ENGINEERED TRUSS BEYOND N TRUSS ERG ELEV. LL PL SIV THICK EACH CHH TO MATCH BOTTOM II /�% /�/ CHORD EA SLOE OF HATCH FACE WDODTRUSS, V Z 51V 0 SS THRU BOTrOM CHORD PL LB'THICK.3 Q BOLT WIACORN SIDES E,�I[�RI CAP TO NUT,TP. PSL PLUS(SEE PLAN) _X511--------------- J COLUMN' NTO SSTHRU 1F _ 3116 SE ✓ •�= SIMPSONHAN.L PER ROLTWIACORN 1} 3�� SIMPSON RANGER, INSTALL PER MFR'S NUT,TYP PSL PLUS BEAM REQUIREMENTS A-A INSTALLPERMFR. (SEE FLAN) } e TRUSS BRG ELEV. REQUIREMENTS CAR TO d a < COLUMN 3116 SIMPSON COLUMNSTA �I. TRUSS.SEE PLAN PRE ENGINEERED WOOD n PER" 50E1 INSTALL J 512' `\ PER" REOU10.EMENiS T < HSS COLUMN WITHIM-INCH e�T ry CAP PLATE(SEE PLANT BMF'Mq,, A Z SS PLATE m `'q NOTE 1, ) TO COLUMN,3 -- W ^' NOTE2@ 311fi SIDES SIM. 51321 1-2 _____ ; HSS COLUMN AND 1XINCH `\ 'J �� CAP PLATE SEE PLANI A CEILING.SEE ARCH E NOTES. F`; PANE ACCESS 2 0' EL,SEE ARCH 1 J HANGERTO HSS COLUMN 2I AT SIM„HANGER TO HSS BEAM NOTE:SEE ARCH FOR SQE,LOCATION,AND ORIENTATION OF ROOF HATCHES, WHERE ROOF HATCH CANNOT FIT WITHIN TE CLEAR SPACE OFTHE TRUSSES. TRUSS MA14UFAC UREN SHALL RE—DE MING.SPACING u MEMBERSSHALLNOTEXCEEDTHESPANRIGGOFFTHPEROOFSHEATHINGFROOF ATNO S6.31 13 PSL PWS TO HSS COLUMN DETAIL B TRUSS CONNECTION DETAIL 5 TRUSS TO COLUMN SECTION f ' 1 SECTION AT ATTIC ACCESS HATCH SCALE: a:XeK,IJ�V sfia 314•=1'D" DRAWN BY:RD 6.3 3l4"=1'-O" fi.a 3/4"=1'-D' ss3 3l4"=7'-0" PROJECT NO.:2022-352 nG//(4/74 OCQNAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 25560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91362 SIMPSDN PSCL(PANEL SHEATHING 310.670.9144 M11.S6 CLIPSI AT—SPAN WHEN SPAN 13 ¢P'n¢¢pm GREATER THAN 16• FASTENBOTH DECKING AND PLYWOOD TO PURLINS W!16a® 2a DECKING Wl PLYWOOp s rn�+�s-n.sr;aSaas 3.O.C.IN ZONES 2N,3R,AND 3E. DAPHRrAGM ANp D 2R.SEE IIZS.3 TOR IJ� (STAGGERDECKINGBPLVW000 AND 2R SEE 11450.31 FOR AS SHOW N) - ZONE LOCATIONS_ PURLINS SHEAR STRUCTURAL ■t�o�tanl� Ditally signed �a Holly by HollyJeffreys °P iA n NLS SHALL BE SMOOTH SHANK GALVANIZED Date:2023.000' Jeffreys,7:04:53-04'00' CARBON STEEL COMMON WIRE NAILS. ` 8 TYP \N\YV�`ylI.El 7 ROOF DIAPHRAGM DETAIL ati F 56.3 \N rp y El eAs 1 \ _ 58. 314"=1'-0" SEE ARCH FOR SLOPE 5 TYP S O S- 1QJ 6a6PURLIN Q56:A /J /sslOn 11110`,\ EXTERIOR FACE OF 2.SHEATHING METAL ROOF TYP 512• %\ DECK(SEE ARCH.) Cszazs23 EXERIOR FACE OF TRUSS TZ - / 6 H FOR SLOPE j PLYWOOD SHEATHING �'\ 6.] TNs ilern Nas Oeen elxtronicdly signed SEE ARCdna sealed 6Y Hppy]ercreys.FlpeCe (SEE PLANT / 1 '/' \\ license mmber 82756 on the Date entlbr EXTERIOR FACE OF TRUSS TI- 2x DECKINGtlme stampc 9a 0191.signature. (SEEPLAN) /J \\ 6 /J _ Pented capiesd Ws aocummtare nm I s eema dg.antl sealed ane Me TRUSS- / 6f0 6+ s \ �signeture musl0e veea on any / SEE ARCH FOR SLOPE MEMBERS.TYP. y(t' \ I / :a s\ elarrcmic copies. e TRUSS R.Fl£V. 1Y-T IIY / TRUSS BRNG ELEV. _ _ _ _—_—_ _—_ 7 \ —✓ I �.—. ,YP I BeachAdandc 2314• I TRUSS ERG ELEV. Y-6' I SEE ARCH II-A 112' 9' t RUSST2 SEE ARCH. Atlantic Beach Country Club 1I�MEAVYTIMBER TRUSS MEMBERS TO BE PRESSURE TREATED. Phase 21 PROVIDE SHORT SLOTTED HOLES ATTHRU BOLT LOCATIONS.AXIS OF SLOTTED HOLE TO BE—1 1.GRAIN DIRECTION. 1600 Selva Manna Drive 5 TRU55 TS PROFILE 4 TRUSS T4 PROFILE {�TRU55 T2 PROFILE Atlantic Beach,FL 32233 s6. 314'=1'-0" " ss. 314'=1'-0" v REVISION NO. DATE DESCRIPTION 02A2-22 SD Paong T.O.CUPDLA ELEV. 2 11311.23 DO Prion 3 033629 96%CO SEE ARCH. OS2323 PERMIT SET CUPOL RYOTHERS), SEE ARCH. MECHANICAL EQUIPMENT (BYOTHERS) MECH.PLATFORM ELEV. —TRUSS OVERBUILD FOR SEE ARCH. MECHANICAL PLATFORM J_ Q MECH.PLATFORM w SEE PRGH. SEE ARCH FOR SLOPE SEE ARCH FOR SLOPE 12'- V I Q I.L LL O J_ 314"PLYWOOD TO SPAN 3/ BETWEEN TRUSSES,SEE A"PLYWOOD TO SPAN > TRUSSES, SEE BETWEEN TRUSSES.BEE DETAIL 310-56.90 Q a r V) rl TRUSS BRNG ELEV. / \ TRUSS BRNG ELEV. _ _ Z t12' \ 11'-912' / \ Z (51 M.SEE NOTE 2) xw ' gg SIM.,SEE NOTE 1 LL r G Ory TES: 1)AT SP1.CONDOION,SUPPORT DISTANCE VARIES.SEE PLAN AND TRUSS T2 FOR DIMENSIONS. 2)ATSIM.CONORION.TRU T BEARING ELEVATION VARIES.SEE TRUSST2FORBEARINGELEVATION. CHORD OF TRUSS TO BE LOWS. FOR MECHANICAL EOUERIA (BY 8 3)MECHANICAL PLATFORM TO BE CRITERIA.EO FOR MECHANICAL EQUIPMENT(BV OTHERS)AND ACCESS PLATFORM OTHERS)AND ACCESS PLATFORM LIVE LOADS.SEE 656.30 FOR LOAD CRITERIA LIVE LOADS.SEE 356.1 FOR LOAD CRRERIA. 0-S6.32 SCALE:Aamtlirelea I 1 .TRUSS Ti PROFILE DRAWN BY:HO TRUSS T3 PROFILE sea 112"= " PROJECT NO..2022-352 3 F1r.1'D9l,)Q DCDNAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 d 310.670.9144 w111,3@shep-ae— SHEAF STRUCTURAL HOII Digitallysigned Y by Holly Jeffreys Jeffreys Date:2023.05.22 17:05:11-04'00' ONJ Z-ON'311CEENgFFL� 1. Al- V-1 I I 13'-11]!6' � d a aled by Holly Jefhrya,Floetla TNs item M1as bean NecbenKallys,gnM F- ---------------- I igi`�a^5 I+¢^ Ice eaaa:i9 119 orl ule rice d t. g e ftftN signawre. i�mlre and bad.It. are ea I— a vee�ea waNe me any � jh electrmic copies. -- - - - — Q i-- --------------------i --------------a ---------- ---7 I I I L J I L_ i L--- J L----- I 13 1 - I L ' I I 1 B-a ch 33.3 L I 1 O 1 I 1 I I n 0Q^0 C.J.TYP.SEE NOTE 6 i , --- - �_ Atlantic Beach Country Club r � 1 Phase 1 m l I r=P 6EF R9TE6 _ 1600 Selva Marina Drive N�-n - - - - -~L� �'"� i � -—- Atlantic Beach,FL 32233 _ —TISLAB EL 0'-0' PsLAS EL. rL� SEE NOTES SEE NOTES 19 1t— J REVISION ff ISOLATION JOINT,TYP. 1 J NO. DATE DESCRIPTION SEE NOTE 12 I T0222 SD Pddng 90%GDn _——— _ _ 6— _ ———__ _ H — _ 3 0323-T3 90 RMT SEf 49 6_ ,o �I i� r 4 T I , -33.3 _L_ ___ ___ ___________ . I . I I � __________ _____________ ___ _------.--------III ^ r- �� -- ys 1 I L_!_J T L_— __J L—— _J z-6• 1 3@ 53.3 33 m3S2� Wi Nr 7 t5'-5318' � I i I II B' 26'-0' z 1 2 2.9 4 5 6 J a z 0 0 z 1 TENNIS PAVILION FOUNDATION PLAN 1. S E0.S0.30 FOR STRUCTURAL GENERAL NOTE S. ILL 2. SEE ARCH FOR ADDITIONAL INFDRMATIONANDDIMENSIONS. 3. BPe IN DICATEDBASEPIATE.SEE 1210.53.30. z 4. Fx INDICATES COLUMN FOOTING.SEE141653.30.T-G=-I' UND,BASED ON TISLIB REFERENCE ELEVATION-0'-0'. 0 S PF OVIDE4'SLABONGRADEREINFORCEDWITHWWF&6W2 W2.90NVAPORBARRIERAND4-GRANLBARBASE. 6. C.J.INDICATES SLAB CONTROLJOINT.SEE&0-S3.3D,11NS3.30,AND GENERAL NOTES FOR ADDRIONALINFORMATION. 7. PROVIDE REINFORCEMENTAT RE-ENTRANT CORNERS.SEE 310-63.30 J o B. CONTRACTOR SHALLBE RESPONSIBLE FOR CODRDIN-ON OF ALL UTILITY AND PLUMBING LINES.SEE 4'0S3.3D 9. O INDICATES LOAD BEARING STUD WALL,STUDS TO BE L6 @ 16'O.G. 10.SWX INDICATES WOOD SHEAR WALL.SEE 11636.30AN"VM "I 11.HDX INDICATES HOLD DOWN,SEE 21656.30 AND 41056.30. < 12.PROVIDE ISOLATON JOINTS AT STEEL COLUMN LOCATIONS_SEE 10I6S3.30 VJ z Lz r 4 3-S1 . 1 SLICE:k... DRAWN BY:HO c' PROJECT NO:2D12352 n FleD9!'D9 DCDRAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 8 310.670.9144 xdls@shel>-2e.com SHEAR 8TRUCTURAL �nus� HHollyI" Digitally signed y by Holly Jeffreys Date:2023.05.22 J eff rey5 17:05:29-04'00' \\\\'011JEFFR ��`'2'O\•x-10ENSF AS�i .I.A�SLORI✓ 12 d by Hdy l—`;.Rwida This item M1as been Necbon�caey`Va 2 licenaenumber 82]56 on IM1e Gale anelw •56.3 OPENINGHATCH I a ACCESS,SEE Rs63 I I I PaBnme P,i..I",ddi9c8uamlsegnae BEEDEILII5631 lwero. t M5312%6X116 msitleretl signee ane sealee aMme _ signaWre mart be veiRied m any 1 eectroni copies. - - -- 1.25x11.25 PSL PLV — 35x1125 PSL PLUS— -5.25x1125 PSL PLUS— II II II I � , I I � .RUSSTI01-6'OCTYP I TI.UEST 3®2'-0'O.C.TYP IRUSST3 n lAdandc Beach - ;- - L" Atantic Beach Co untry C lub Phase 5- S (LO �— Hi-o 1600 Selva Marina Drive _ ® Atlantic Beach,FL 3223 ® ' N REVISION N0. DATE DESCRIPTION I CUPOLA(BV OTHERS). a 1 12-62-22 SO Pntl�g SEE ARCH. N 58.3 2 02-10-23=0D N. 3 0390-23 90Y.C0 (r• \ — — — — — — — — — — — — n — — -23 IIERMT SET t2 3 H (3)1.]5x915 LVL. I — — 5.25x11.875 PSL PLUS_ —— — — _ — 5.25x11.25 PSLPWS 5.25x11.25 PSL PLUS 535x11.25 PSL PLUS T I D —- - - — - - - - - - - - I I- 5512%6X114 t2 MECHANICALPLATFORM ACCESS ON MECHANICAL BEE NOTE IO 3 OVERBUILD,SEE TRUSS PLATFORMOPENING FOR HATCH.SEE ARCH. I T3 PROFILE SEE DETAIL 1/656.31 I I 26'-0` 11'-6- 14'-3' 10'-0' tT-6• Z 5' LI a c� Z LL O 1 TENNIS PAVILION ROOF FRAMING PLAN O 1 SEE 6SD.30 FOR STRUCTURAL GE14—NOTES. Z 2. 5 ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS. O 3. DECK BEARING ELEVATION VARIES RELATIVE TO FIRST FLOOR REFERENCE ELEVATION.SEE TRUSS PROFILES. 4. —INDICATES DIRECTIONAL SPAN OF PT&B—SE ROOF DECKING,WITH LB'PLYWOOD ON TOP.2x DECI(IN G AND J PLYWOOD TO BE FASTENED ONLY AT PURLIN LOCATIONS.BEE TIO-56.32 _ 5. ^ INDICATES DIRECTIONAL SPAN OF LB'PLYWOOD DECKING,SEE 310.56.30 6. TRUSS TX INDICATES WOOD TRUSS.SEE SHEET 656.32. ]. INDICATES MOMENTCONNECTION.SEE 1110-36.31. 8. ALIGN TRUSSES AT SHEAR WALL LOCATIONS.SEE l—SE31. !!11 9. FOR HEADERS NOT SHOWN ON PLAN,SEE 5/65836. LL 10.PROVIDE 2x6 BLOCKING BETWEEN BOTTOM CHORDS OF TRUSSES.PROVIDE.1.112x1-112x3116'BRACE FROM FACE OF I1 COLUMN TO BLOCKING.CONNECT TO BLOCKING WITH(3)8d NAILS. Cn Z Z w C L C r 3-S1 .2 SCALE:Almarme6 DRAWN BY:HD PROJECT NO.:2022-352 F1f.l'39/1D4 DCONAIT CCT 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 1 WORK INCLUDED IN CONTRACT:ALL INCIDENTAL WORK OR MATERIALS, ES CTICAND 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 NOT SPECIFICALLY INDICATED HEREIN,WHICH ARE REQUIRED BY GOOD FOR THE PROJECT. STRUCTURE AND COMPONENTS,ADJACENT SOILS AND STRUCTURES, THE WORK INVOLVED.ALL WORK ON THIS PROJECT SHALL S OF THE PERFORMED g 310.670.9144 will.s�shePae.com UTILITIES AND RIGHTS-OF-WAY MAY BE SUBJECTED DURING IN ACCORDANCE WITH THE BEST AND ACCEPTED PRA PRACTICE OR BY ESTABLISHED BUILDING CODE REQUIREMENTS OR AS 3 DEPUTY INSPECTOR:ARRANGE AND PAY FOR THE SERVICES OF A DEPUTY VARIOUS TRADES INVOLVED AND IN ACCORDANCE WITH THE DRAWINGS, C.VERIFY DIMENSIONS MARKED"VLF"PRIOR TO START OF CONSTRUCTION. wBN 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 nnaL,Il,.necB JUDGE TO BE SO INCLUDED,SHALL BE DONE OR FURNISHED WITHOUT THE ACCURATE FABRICATION AND INSTALLATION OF THE WORK INCLUDED 4 INSTALLATION:ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, C.PROJECT COORDINATION 8 SUPERVISION LEVEL,SQUARE,AND TRUE,OR TRUE TO INDICATED ANGEL,AND IN D.IN THE EVENT OF OMISSION OF DIMENSIONS OR CONFLICT BETWEEN EXTRA COMPENSATION. IN THIS CONTRACT.EXACT MEASUREMENTS ARE THE CONTRACTOR'S 1 RESPONSIBILITIES:BE IN CHARGE OF THIS CONTRACT AND THE SITE,AS 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 FI DIMENSIONS SHALL BE VERIFIED IN THE FIELD. TO REJECT ANY MATERIALS AND WORK QUALITY WHICH ARE NOT E.ALL DIMENSIONS ARE GIVEN BASED ON THE NOMINAL SIZE OF THE E .Oq 3 INCONSISTENCIES IN DOCUMENTS:IN THE CASE OF INCONSISTENCY 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 S R, BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT 12 VERIFICATION OF MECHANICAL REQUIREMENTS:VERIFYTHATALL 9 AND PROGRAMS IN CONNECTION WITH THIS WORK. 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, BE REPAIRED OR REPLACED,AS DIRECTED,AT NO ADDITIONAL COST TO {t QUANTITY OF WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE 3 SUPERVISION OF TRADES PROVIDE SUPERVISION AND COORDINATION OF ETC.,ARE ADEQUATE IN SIZE PRIOR TO FRAMING FOR THE EQUIPMENT TO ARCHITECTS INTERPRETATION. ALL TRADES,CRAFTS,AND SUBCONTRACTORS AS REQUIRED TO PROVIDE BE SELECTED. THE OWNER. I AR 1 4 DEFINITIONS OF TERMINOLOGY: �+ CORRECT AND ACCURATE CONNECTION OF ABUTTING,ADJOINING, Tc,.,ozmis 't 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 PERFORMING E.PROTECTION 8 CLEANING ��F G� CONFLICT AMONG DIMENSIONS AS SHOWN,NOTIFY THE ARCHITECT AND FASTENERS,ACCESSORIES,APPURTENANCES,AND INCIDENTAL ITEMS AS THE WORK WHEN CONSTRUCTION CONDITIONS DICTATE THE RELOCATION A.ALIGN:ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. �H 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 JOBSI7E CONDITIONS:DO NOT ALLOW THE ACCUMULATION OF SCRAP, 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 DEBRIS,WASTE MATERIAL AND OTHER ITEMS NOT REQUIRED FOR THEr"Isssa�EDevwilFAlLL.lnmsOH1`'LLLY SI` lon CONSTRUCTION OF THIS WORK.MAINTAIN THE PROJECT AREA INA NEAT B.APPROVED EQUAL:AS ACCEPTED IN WRITING BY THE ARCHITECT AS OMISSIONS APPEAR IN THE DRAWINGS,SPECIFICATIONS OR OTHER DRAWINGS,PRODUCT DATA,SAMPLES AND SIMILAR SUBMITTALS REQUIRED BEING OF EQUIVALENT QUALITY,UTILITY AND APPEARANCE. MBFRAR Iaesas ONTNEDATE 4 WORK THAT CANNOT BE EXECUTED PER DOCUMENTS:EACH AND ORDERLY CONDITION AT ALL TIMES.AT COMPLETION OF THE WORK, 4ZEBTPNPSROWNUSINGA DIGITAL CONTRACT DOCUMENTS IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING, SUBCONTRACTOR IS CONSIDERED A SPECIALIST IN HIS RESPECTIVE FIELD BY THE CONTRACT DOCUMENT$WITH REASONABLE PROMPTNESS AND IN THOROUGHLY CLEAN THE INTERIOR AND EXTERIOR OF THE BUILDING, AN uRD.r.PmnTFO crmlESOFTHIs OF SUCH ERROR OR OMISSION.FAILURE TO GIVE SUCH NOTICE BEFORE SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK OR IN THE rBEVER FFD AND SHALL PRIOR TO THE SUBMISSION OF BID OR PERFORMANCE OF INCLUDING HARDWARE,FLOORS,ROOFS,SILLS,LEDGES,GLASS OR OTHER C.AS REQUIRED:AS REQUIRED BY REGULATORY REQUIREMENTS,BY nm c.NBID CONSTRUCTION AND/OR FABRICATION OF THE WORK,CONTRACTOR WILL ACTIVITIES OFT HE SHOP DRAWINGS, WINGS,PRODUCT DATA,SAMPLES ONPN.CID—ol11"0- II WORK NOTIFY THE CONTRACTOR OF ANY WORK CALLED OUT E THE SURFACES WHERE DEBRIS,PLASTER,PAINT SPIRITS AND DIRT MAY HAVE REFERENCE STANDARDS,BY EXISTING CONDITIONS,BY GENERALLY BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, DRAWINGS OR SPECIFICATIONS IN HIS TRADE THAT CANNOT BE EXECUTED AND SUBMITTAL A SHOP DRAWINGS,PRODUCT DATA.$AMPLE$AND COLLECTED.ALL GLASS SHALL BE WASHED CLEAN AT COMPLETION. ACCEPTED CONSTRUCTION PRACTICE.OR BY THE CONTRACT DISCREPANCIES OR OMISSION AND THE COST OF RECTIFYING THE SAME. AS SHOWN OR DESCRIBED OR CANNOT BE FULLY GUARANTEED. SIMILAR SUBMITTALS REPRESENTS THAT THE CONTRACTOR HAS DOCUMENTS. YM=�Ieppmle 6 DEVIATIONS FROM DOCUMENTS:NO DEVIATIONS ARE TO BE MADE FROM IMMEDIATELY NOTIFY THE ARCHITECT.IF WORK IS PERFORMED AS SHOWN DETERMINED AND VERIFIED MATERIALS,FIELD MEASUREMENTS AND THE 2 DISPOSAL OF WASTE:DISPOSE R,WASTE,TRASH,AND DEBRISY.A SAFE, ON C-UB THE CONSTRUCTION DOCUMENTS WITHOUT PRIOR WRITTEN OR DESCRIBED IT IS ASSUMED THERE IS NO OBJECTION TO THE WORK. FIELD CONSTRUCTION CRITERIA RELATED THERETO,OR WILL DO W AND ACCEPTABLE AND LEGAL MANNER,OFF THE OWNER'S PROPERTY.N E-W�.s®MOPBe.wm. HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS D.DIRECTED:AS REQUESTED,AUTHORIZED,SELECTED,APPROVED, William R RrKgphwe D sn:pP, AUTHORIZATION FROM THE ARCHITECT. 5 SITE CONDITIONS:VERIFY CONDITIONS AT THE SITE AND NOTIFY THE SUCH SUBMITTALS WITH THE REQUIREMENTS OF THE WORK AND OF THE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION. REQUIRED BY ARCHITECT. Asw,ppMAl _w°1em 7 DETAILS:DETAILS SHOWN ON DRAWINGS ARE TYPICAL.SIMILAR DETAILS ARCHITECT OF ANY CONDITIONS THAT WOULD PREVENT THE EXECUTION RsneI1PNN CONTRACT DOCUMENTS. 3 PROTECTION:MAINTAIN FINISHED SURFACES CLEAN,UNMARRED,AND oMN-zomos.zs APPLY TO SIMILAR CONDITIONS.CONTRACTOR SHALL VERIFY ALL OF THE WORK AS SHOWN IN THE CONSTRUCTION DOCUMENTS, ANY 15 STORAGE OF MATERIALS:RETAIN ALL STORED ITEMS IN AN ORDERLY SUITABLY PROTECTED UNTIL ACCEPTED BY OWNER.IN EVENT OF DAMAGE. E.FURNISH:SUPPLY AND DELIVER TO THE PROJECT SITE. � �a CONDITIO FROM THAT SHOWN SHALL BE REPORTED TO THE ARCHITECT THOSE IN THE CONSTRUCTION DOCUMENTS.N$.ANY CONDITIONS REQUIRING CONSTRUCTION DIFFERENT DISCREPANCIES THAT MAY EXIST BETWEEN THE SITE CONDITIONSNS AND ARRANGEMENT ALLOWING MAXIMUM ACCESS NOT IMPEDING WALKWAYS PROMPTLY MAKE REPLACEMENTS AND REPAIRS TO APPROVAL OF IMMEDIATELY. 6 LINES AND LEVELS:BE RESPONSIBLE FOR THE ACCURACY OF THE AND PROVIDING THE REQUIRED PROTECTION OF MATERIALS. ARCHITECT AND AT NO ADDITIONAL COST TO OWNER. F.INDICATED:AS SHOWN,NOTED,AND/OR SCHEDULED ON THE 8 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 1 D.QUALITY STANDARDS FLOOR SURFACES IN TRAFFIC AREAS PRIOR TO ALLOWING EQUIPMENT OR 9 RECORD DRAWINGS: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. GAANCHOR,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:SE: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 CITY,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/INSTALLED BY THE SPECIFIED PRODUCT WORK. J.TYPICAL:IDENTICAL FOR ALL CONDITIONS,UNLESS NOTED OTHERWISE. ARE AT VARIANCE THEREWITH,CONTRACTOR SHALL SO NOTIFY THE PREVENT DAMAGE TO OTHER PORTIONS OF THE WORK AND WILL PROVIDE MANUFACTURER OR HIS AUTHORIZED REPRESENTATIVE OR BY A SKILLED ARCHITECT 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: SUCH LAWS,ORDINANCES,RULES AND REGULATIONS,THE CONTRACTOR PERFORM FITTING AND ADJUSTMENT OF PRODUCTS TO FINISHED INSTALLATION OF THE SPECIFIED PRODUCT WITH AT LEAST FIVE YEARS 5 ABBREVIATIONS:ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN SHALL BEAR ALL COSTS ARISING THEREFROM. INSTALLATION COMPLYING WITH THE SPECIFIED TOLERANCES AND EXPERIENCE IN THE TYPE OF WORK INDICATED AND SPECIFIED. COMMONUSE.CLARIFY WITH THE ARCHITECT THE INTENT OF ANY r FINISHES. A.ALL DIMENSIONS ARE GIVEN FROM GRID LINE,FACE OF STUD,FACE OF ABBREVIATION IN QUESTION. CONCRETE,FACE OF CMU,U.N.O. BeachAdandC ABBREVIATIONS I SYMBOLS Atlantic Beach CountU Club Phase 1 A/AROUND ALL AROUND CG CORNER GUARD (E) —ST N. GT GROUT MB MACHINE SCREW PV PAVING SVC SERVICE Construction Documents AN AUDIOVISUAL CH BD CHAL,,BOARD E EAST CWG GYPSUM WALLBOARD MSBG MILD STEEL BARRIER GRILLE PVC POLWINYL-CHLORIDE SYM SYMMETRICAL I DETAIL NUMBER 06.01 NEW WORK KEYNOTE 1600 Selva Manna Drive AB ANCHOR BOLT CHAM CHAMFER EA TACH MSG MANUFACTURER'S STANDARD Atlantic Beach,FL 32233 ASC ABOVE CEILING CHAT CHANNEL EAF EACH FACE He HOSE BIBB GRADE DT QUARRY TILE TIS TOP AND BOTTOM V ABOVE CHKDPL CHECKERED PLATE SAW EACHWAY .B. HARDBOARD MF METAL THRESHOLD QTY OuANRTIY TSG TOUNGE AND GROOVE SHEET NUMBER ACASPHALTIC CONCRETE CI CA$T IRON EF EXHAUST FAN HC HOLLOW CORE I HANDICAP MT FLR METAL FLOORING T(24) TITLE(I.26)OFTHECCR MATCHLINE REVISION ACC ACCESS OF CAST IN PLACE EJ EXPANSION JOINT HD HEAVY-0UTY MTG MOUNTING R RADIUSIPJSER TB TOWEL BAR NO. DATE DESCRIPTION ACC OR ACCESS DOOR OR CIRCLE LL ELEVATION HDR HEADER NTL. METAL RA RETURNAIR TEL TELEPHONE WI`PWIf 11 ACG FL ACCESS FLOOR CIRC CIRCUMFERENCE ELEC ELECTRICIELECTRICAL AG ROM HARDWOOD MULL MULLION RRETURN AIR GRILLE TEMP TEMPERED 4��INTERIOR ELEVATION C ACCP ACCESS PANEL CJ CONSTRUCTION JOINT ELEV ELEVATOR NOVJR HARDWARE MULTI MULTIPLE RB RUBBER BASE TER TE-. NUMBER � WORK POINT/CONTROL 2 2-10.23 DDPRICING ACCES ACCESSORIES CL CENTERLINE ENTER EMERGENCY HK HOOK MUNI MUNICIPAL RCP REINFORCED CONCRETE PIPE THERM THERMAL 3 A2.1.1 ] 13623 9016 CD ACOUS ACOUSTICAL CLF CHAIN LINK FENCE ENTER EMERGENCY HM HDR20NT TAL RD RECESSED TRK THICK SHEET NUMBER POINT/DATUM MARK s2aza FERMIT ser A.O. ACOUSTICAL INSULATION C CEILING ENCL ENCLOSURE Hp HORIZONTAL �) NEW HE C RECESSED TR R THRESHOLD INSUL CLKG CAULKING ENT ENTRANCE HPRQ HIGH POINT N NORTH RE EP RECEPTACLE TJ TOOLEDJDINT �� DEMO WALL AD AREA GRAIN CLL CONMACTUMITLINE EP ELECTIRCAL PANELBOARD HR HOSE RACK/HOUR NAT NATURAL REF REFERENCE T,,BD TACHBOARD AO SEG ADMINISTRATION SEGREGATION CLO CLOSET EO EQUAL HF HEIGHT NIC NOT IN CONTRACT REEL REFLECTED TOC TOP OF CONCRETE I CURB ELEVATION NUMBER ADO ADDENDUMIADDENDA CUR CLEAR EQUIP EQUIPMENT HTO HEATING NO NUMBER RISER REFRIGERATOR TOP TOPOFPAVING 4 ADDN ADDITIMIADDITIONAL CIS CLOSURE ES EXPANSION SHIELD HVAC HEATING,VENTILATION,AIR NO NOMINAL REIN REINFORCED I REINFORCING TOS TOP OF STEEL SHEET NUMBER EXISTING WALL ADH ADHESIVE CMT CERAMICMOSMCTLE ESC ESCAPE CONDITIONING No CORA NONCOMBUSTIBLE REIN CONL REINFORLEDCONLRETE TOW 70P OF WALL AD l ADJACENT CMU CONCREIEMASONRY UNIT EBT ESTIMATE HW HOTWATER NR NOISE REDUCTION REM REMOVE TPR TOILET PAPER HOLDER AD JL ADJUSTABLE CMR COUNTER EWC ELECTRIC WATER COOLER NEC NO ISE REDUCTIONCDEFFICIENT REO. REQUIRED TR TRANSOM ADMIN ADMIN15TATORI e. CLEAN 0. EWN ELECTRIC WATER HEATER O INSIDEDIAMEIER NSG NON-SECURITYGIASS RESIL RESILIENT -So TOOL RESISTANT BARRIER SECTION NUMBER NEW WALL ADMINISTRATION COL COLUMN E%C EXCAVATE IE INVERT ELEVATION NTS NOTTOSCALE RET RETURN GRILLE AFF ABOVE FINISHED FLOOR COMB COMBINATION EXH EXHAUST IN INCH REV REVISION TRD TREAD AFS AUTOMATIC FIRE SPRINKLER COMM COMMUNICATIONS EXP E%PM'SIRN INCL INCLUDED OA OVERALL REV REVERSE Ts TumsTEEL 21 AEG AGGREGATE CDNC CONCRETE EAP FJPANSION BOLT INFO INFORMATION OL ON CENTER REVD REVISED TS CO TOILET SEAT COVER DISPENSER SHEET NUMBER ALT ALTERNATE CONT CONFERENCE EXPO EXPOSED INSUL INSULATION OD OIRSIDEDIAMETER RFH ROOF HATCH TV TELEVISION Q TAG ALUM ALUMINUM INF INTER10ft OF OVERFLOW REG ROOFING ANC. ANCHOR CONN CONSTF—lONNECTION EM EXTERIOR IMM INTERMEDIATE OFCI OWNER HNISHEO, RIGHT T� TYpICA1 CONST CONSTRUCTION FN RIGNDREA J MOO ANO.IZED CONT CONTINUOUS (F) FUTURE INV INVERT CONTPACTORINSTALLED HIM ROUNDHEAD WOOD SCREWS UBC THE UNDERCUT BELONG LOGE O AP PO APPROVE. CONTR CONTACTOR ICOrvTRACT FRT FIRE RETARDANT OFF OFFICE RM ROOM UC UNDERCUT EXISTING O WALL TAG MrY11 APPL APPLIED COREBD LORE BOARD FA FIREAWLU JAN JrWITOR OFD1 OMER FURNISHED,OWNER FIND ROUND ALL uNOERWRITERS'LABOATORY N W APPRDX APROXIMAIE INSTALLED C ARCH ARCHITECTIARCHITECTURAL cmG CORRUGATEOI CORRIDOR FAB FABRICATION JST JOIST RO ROUG-OF-WANG(ROUGH UL UTILITY G OR OVERHEAD CLEAN OUTTO GRADE FAB FASTEN JT JOINT ROW FIGHT-OF-WAY U UNIFORM LD1 DOOR TAG } ABB ASBESTOS F OJ OPEN-WEB JOIST CPT CARPET FB LAT BAR RV,D REDWOOD URN UNLESS OTHERWISE NOTED :D LINES ASPM ASPHALT o OPPOSITE HAND CR COLDROLLED ISO FIBERBOARD KEC CONTRACTOR RVJL RAINWATFALEADER UR URINAL BCALLOUTS ASPHT ASPHALTIC TILE CRS CROSS GRAN FD FLOOR DRAIN CONTACTOR 0 N OPENING O ASSENT ASSEMBLY CRS COARSE FE FIRE EXTINGUISHER KR B SOUTH NITCHEN OPP OPPOSITE VAR VARIES I M'IB WINDOW TAG C6 y AUTO AUTOMATIC KO KNOCKOUT UPS OPPOSITE SURFACE VB VWYL BASE NEW CBMT CASEMENT FEC FIREEMINGVISHER CABINET 525 SURFACEDTWO SNES CT CERAMIC TLE FF FINISHED FLOOR KF KICK PLATE 02 OUNCE SNS SURFACED FOUR SIDES VCT VINYL COMPOSITE TBE LWL BBD BULLETIN BOARD CTR CENTER FEE FINISHED FLOOR ELEVATION RA SUPPLY AlR VENT VENTILATOR I VENTILATION r yA Bl BACK L LENGTH P.- PORTLAND CEMENT VERT VERTICAL EXIT SIGN O Z CTSK COUNTERSINK FG FINISHED GPAOE BAN SANITARY BRA BENCH MARX LAD (ADDER PLANT PLASTIC LAMINATE Co CUBIC(COPPER FGL FIBERGLAS SC SOLID CORE/SCALE VEST VESTIBULE BEL BELOW LAM LAMINATE PB PANIC BAR VF NNYLFABRIC w� FILLED QUARTER(S) Z 0 CUFF CUmcCF T FHC FIRE HOSE CABINET ACHED SCHEDULED N PPQJF!`T Nl1RTH BETUM BITUMINOUS �,..., _... LAv �PVPTORv PBD PARTICLEBOARD SCR SC ••^ CUNC YARD rn,riG Fih�-HEi�01AACHINE SCR'eVr REEK YERIFY'IN FIELD � �+��+��+ �"�� BEV BEVELED yVV LB LAG BOLT PCIS) PIECE(PIECES cW CuLDWATE FN FINISH scup SCUPPER VJ VEQINT t ORIENTATION Q Q � Be BUMPER GUARD LB LABEL PLC PRECAST CONCRETE CW MINDER IT FIXTURE SD SO APDISPENSERASTORM GRAIN VNR VENEER N BLDG BUILDING LH LEFTHAND PCF POUNDS PER CUBIC FDC • FIRE SPRINKLER HEAD LL CYL CYLINDER FL CO FLOOR CLEAN-Ort SEC SECURITY VOL VOLUME BLX BLOCK FISH FL45HING LNR LOCKER FCKT(s) POC,,ETIPOCI�TB SECT SECTION VTR VENTTMROUGNf]OI BLKG BLOCKING DA DOUBLEACTING FUR FLOOR I FLOORING LP LOW POINT PED PRE-ENGINEEREDNETAL SECY SECRETARY W BUILDING Z N BM BEAM DBL DOUBLE FLUOR FLUORESCENT LBD LIQUIDSOAPDISPENSER P. PEDESTRIM' W WEST LL SEG SEGREGATION 1I BNDRY BOUNDARY DEM DEMOLISH/DEMOLITION FN FENCE LT LIGHT pERW PERWETER BE REPARATION WGL WIRE GLASS W BOTf BOTTOM DEAR DEPRESSEOIOEPRESSION 100 END FOUNDATION LVR LOUVER SF SODAREPEET WI WITH BP BEM PLATE PERP PERPENDICULAR a DEPT DEPARTMENT FO FINISHED OPENING SGL SECURITYGLASS W� WITHOUT m :RC BRACING MACH M1MCHINE PFB PREFABRICATE DET DETENTION EDB FACEOFBRICK PEN PREFINISHED SHTSI SHELFISHELVES J BR. BOARD OF DRINKING FOUNTAIN FOC FACE OF CONCRETE MAIN T MAINTENANCE PG PLATEGLASS SHM SECURITY HOLLOW METAL BRDG BRIDGING DH DOUBLEHUNG FOM FACE OF MASONRY MAS MASONRY pL PIASTER S SHEET I� W BEG �All1 DIA DIAMETER FOP FACE OF PANEL MAX MA%IMUY SHTG SHEATHING BRK BRICK DIAG DIAGONAL FOS FACEOFSTUD M8 INE- PL PROPERTY LINE SHWR SHOWER a BRKT BRACKET MC MEDICINE CABINET SIM SIMILAR DIM DIMENSION IF I TALE OF WALL PLAS PIASTER I— BRNZ BRRNZE PDN pI MCB METAL CASING BEAD SK SINK NTNG FP FR FlREPROOFING PLBG PLUMBING BS BOTH SIDES MECH MECHANICAL PLWD PLYWOOD DISP DISPENSER FRG FURRNG SMS SHEET METAL SCREW 6SMT BASEMEN DN DIVISION FS FLOOR SINK MEMB MEMBRANE PNL PANEL SND SANITARY NAPKIN DISPOSAL uj BT BENT MEZZ MEZZANINE OL OOORLOUVER FT FEET(FOOT PLAT PLANT SLAV SANITARYT VENDOR BTW OETYJEEN OMT DEMOUNTABLE FTG FOOTING MFD METAL FLOOR DECKING FOL POLISHED BP SALLVPOR BUR BUILT-IJP ROOF ON DOWN MFR MANUFACTURER SPEC SPECIFICATIONS Z BW BOTH WAYS DO DDDR OPENING G GUTTER MGR MANAGER PR PAIR SQ SQUARE U O PREP REPARATION DP DEEPIDEPTH GA GAUGE MH MANHOLE SS STAINLESS STEEL x CFLASH COUNTER-FLASHING OFF DAMPPROOFING IS V GALVANIZED MIN MINIMUM PRF PREFORMED SSK SERVICE SINK BCAB CABINET OR DOOR GB GRAB BAR MIR MIRROR PRET pREPRO9TRES5ED CONECTED I ECREiOE STAG STAGGERED CC CENTER CENTER MISC MISCELLANEOUS PSC OS DOWNSPOUT GEN GENERAL PS PO UNDSPERSQUAREFOOT STD STANDARD CCR 1HE CALIFORNIA LODE OF DR DETAIL DIENER GENERATOR MK MARK STIFF STIFFENER — REGULATIONS pyy DU VFWAOER GI GALVANIZEDIRON ML ATC LINE P51 PO UNDSPERSQUAREINCH STL STEEL GEM CEMENT MLDG MOul01NG PSWT PLASTIC SIMULATED WOOD TRIM DWG DRAWING GLAD GROUND PT POINT STN STATION CEMBB0.D CEMENT ACNER BOARD MO MASONRY OPENING .YYR DRAWER GR GRADE sTOR STORAGE CFC( CONTRACTOR FURNISHED. MOV MOVABLE PTC POST-TENSIONEDCONLRETE CONTRACTOR INS —ED GSF GROSSSOUARE FEET MRO METAL ROOF DEC,, PTO PAPER-TOWEL DISPENSER STIR CT STRUCTURAL I SCALE:11=1'-P PIN PART.— SUSP SUSPENDED DRAWN BY:WRSIMWIMENY PROJECT NO.2022-352 a PHASE 1 CODE ANALYSIS TABLE S H E P P H I R D ITEM I CODE SECTION CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS L ITEM CODE SECTION [ CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS - ASSOCIATES ARCHITECTS+ENGINEERS 1.OCCUPANCY&CONSTRUCTION TYPE 26560 AGOURA 1.1 1302.1 1OCCUPANCY GROUPS A-2(MAIN OCCUPANCY),A-3,B,M,Sl 8.FINISH MATERIALS CAIABASAS,CA 91302 1.2 602.1,TABLES 504.3, CONSTRUCTION TYPE TYPE V-B TYPE V-B PROVIDED BAA 803,TABLE 803.11 WALL&CEILING FINISHES AT ROOMS AND CLASS C OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT/MATERIAL b 310.670,91" wills@shep-aa COm K4 4,5061 ENCLOSED SPACES INDICATED IN SPECIFATIONS tics. 1.3 11 5D5.1.1 CLASSIFICATION OF ROOF COVERING ICLASS B MINIMUM ICLASS B PROVIDED BAB 803,TABLE 803.11 WALL&CEILING FINISHES AT INTERIOR EXIT CLASS B OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT!MATERIAL STAIRWAYS,INTERIOR EXIT RAMPS&EXIT INDICATED IN SPECIFATIDNS n.w„ne acv 2.FIRE PROTECTION PASSAGEWAYS 8 804.4 .2 1111-2 JAUTOMATIC SPRINKLER SYSTEM REQUIRED WET SYSTEM PROVIDED THROUGHOUT_ NO CHANGES .2 804..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 ADDITION TO,EXISTING FIRE PROTECTION SYSTEM 9.EGRESS SYSTEM 9.1 1004 DESIGN OCCUPANT LOAD I TOTAL BUILDING OCCUPANT LOAD=994.SEE 0-AO.2.4 AND 0-AO.2.5 3.LOCATION OF BUILDING ON SITE _ FOR OCCUPANT LOAD TABLES > 3.1 503.1.2 NUMBER OF BUILDINGS ON SITE EX STING SITE CONTAINS MAIN CLUBHOUSE AND FITNESS 9.2 1005.1 EGRESS WIDTH AND DISTRIBUTION SEE O-AO.2.4 AND O-AO.2.5 FOR MINIMUM SIZES AT EGRESS T {7 BUILDING,PETE'S TURN CAFE(ACROSS SHERMAN'S CREEK)AND COMPONENTS I All I A LIMITED NUMBER OF SMALL ANCILLARY BUILDINGS AND 9.3 1008.3.5 EMERGENCY LIGHTING REQUIRED SEE ELECTRICAL DRAWINGS FOR EMERGENCY PHOTOMETRIC l 1 y STRUCTURES ARE ALSO LOCATED AT DISPERATE LOCATIONS PLANS cS'REO AROUND THE GOLF COURSE GROUNDS 9.4 1009.1 ACCESSIBLE MEANS OF EGRESS NOT REQUIRED FOR EXISTING BUILDINGS 3.2A 602.1,TABLES 601& MIN.FIRE RATING OF EXTERIOR WALLS RATING PER FIRE SEPARATION DISTANCE<10'=1 HOUR PROVIDED.SEE O-AOZ.2 FOR FIRE SEPARATION DISTANCE. 9.5 1010.1.2 DOOR SWING SIDE HINGED DOORS REQUIRED. PROVIDED.SEE DOOR SCHEDULE 0-A0.20 s ITS x.sD PLEMONI-SUIE o MD 602 RATING.ALL FIRE SEPARATION DISTANCES ARE EQUAL OR 9.6 1010.1.9 DOOR OPERATIONS REQUIREMENTS PER DOOR NOTES O-AO.20 COMPLIES. xlRo a n e TxE DUE Ox GREATER THAN 10'.NO RATING REQUIRED 9.7 1010.1.10 PANIC HARDWARE REQUIRED AT SPECIFIED LOCATIONS PROVIDED.SEE 0.AO.2.4 AND 0-AO.2.5 FOR LOCATIONS AND DOOR;;; ITni 3.3 TABLE 705.8 EXTERIOR OPENING PROTECTION FIRE SEPARATION DISTANCE 10'<15'=ARE OF PROVIDED.SEE O-AO2.2 FOR FIRE SEPARATION DISTANCE. SCHEDULE 0-A.0.20 MCIMENT OT IDE'Lo a cxED MD 4 UNPROTECTED OPENINGS LIMITED TO 45%WALL AREA.FIRE SEPARATION DISTANCE 9.g 1011.2 STAIRWAY WIDTH NO CHANGE.NO STAIR PROPOSED on eNE�iDicTnoioalis 15' uusraE VERIVIEo <2D'=AREA OF UNPROTECTED OPENINGS LIMITED TO 75%WALL AREA.FIRE SEPARATION 9.9 1011.5 STAIRWAY TREADS AND RISERS 11'D TREAD MIN,7"H RISER MAX N!A ,- Di.,reey etv,ee Cy DISTANCE z 20'=NO LIMIT TO AREA OF UNPROTECTED 9.10 1013 EXIT SIGNS REQUIRED PROVIDED.SEE 0-AO.2.4 FOR LOCATIONS YipAem RW,pPhi,d OPENINGS. 9.11 1014 STAIRWAY AND RAMP HANDRAILS REQUIRED BOTH SIDES.34-38 INCHES HEIGHT,1 1/4'-2" NIA ON:O_ eNn sq,eQae.eom, DIAMETER W niam R 9C.MIwd C-ShlMWd 4.CONSTRUCTION TYPE PER ALLOWABLE BUILDING SIZE 9.12 1015 GUARDS REQUIRED FOR WALKING SURFACES z 30"ABV.ADJACENT N/A ==-- 4.1 SneppAwoaere,clm4 ww, 4.1 503,504.TABLE 504.3 BUILDING HEIGHT-FEET 50 FEET MAX.GRADE PLANE=9.40'(APPROX.) 31'-6"NO PROPOSED CHANGE TO HEIGHT.SEE 1/1-A-5.4 GSE. mlm aESs.Os.za 9.13 1017,TABLE 1006.3.2 COMMON PATH OF EGRESS TRAVEL STORIES WITH ONLY ONE EXIT:75 FEET MAXIMUM TO POINT SEE 01 AND 0-AO.2.5 FOR COMMON PATH OF EGRESS 42 504,504,TABLE 504.4 BUILDING HEIGHT-STORIES ABOVE GRADE 2 STORIES MAX 2 STORIES PROVIDED. PLANE (2) DISTANCE WHERE TWO PATHS EGRESS AVAILABLE DISTANCES 4.4 505 MEZZANINE NIA NO MEZZANINE 9.14 1017,TABLE 7006.3.2 NUMBER OF EXIT OR EXIT ACCESS 2 REQUIRED AT OGCUPANCY>49.1 REQUIRED ELSEWHERE SEE QA0.2.4 AND 0-A0.2.5 FOR PATHS OF EGRESS 4.5 504 3' ROOFTOP STRUCTURES ALLOWED NON PROPOSED 10 DOORWAYS 4.6 506,TABLE 506.2,508 BUILDING AREA FOR MIXED USE BUILDING, 18,000 SQ.FT.MAX(A-Z I A-3 MOST RESTRICTIVE OCCUPANCY).20,111 SQ.FT.@ LOWER LEVEL.1,214 SO.FT.@ UPPER LEVEL 9.15 1007.1.7 EGRESS SEPARATION THE SEPARATION DISTANCE OF THE EXIT DOORS EXIT SEE 4 AND 4A0.2.5 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 4.8 506.3 FRONTAGE INCREASE AREA FACTOR PER 506.3.31(=[F/P-0.25]W/30 [1268/1268130130=.75 9.16 1006.2.1 TRAVEL DISTANCE A=75 FEET MAX.B=100 FEET MAXIMUM SEE O AO.2.4 AND O-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 ALLOWED PER CONDITIONS SET FORTH THIS SECTION COMPLIES. 4.8.4 M27,DOD+(,75'27,000)=47,250 SF TOTAL ALLOWED LEVEL i PROVIDED: 760 SF 9.20 1022 VERTICAL EXIT ENCLOSURES NOT APPLICABLE THIS PROJECT 4.9 508.2 ACCESSORY OCCUPANCIES ALLOWED IF CUMULATIVE AREA IS<10%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.FT. 9.22 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 D-A0.2.4 4.11 508.4 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 U-AO.2S FOR TRAVEL DISTANCES OCCUPANCIES 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 1111,FLOOR AREA AT 50 SHALL NOT EXCEED 30 FEET. SEPARATION REQUIRED.AREA CANNOT EXCEED 10%OF THE LOWER LEVEL 9.25 1D24 EXIT PASSAGEWAYS NOT APPLICABLE THIS PROJECT AREA AT THE SAME LEVEL 10.SPECIAL FEATURES OF BUILDING Aclantic Beach 5.SPECIAL DETAILED OCCUPANCY REQUIREMENTS 10.1 2406.3 SAFETY GLAZING REQUIRED AT HAZARDOUS LOCATIONS. SEE BUILDING ELEVATIONS 1-A5 SERIES DRAWINGS.ALSO DOD 5. 401 SCOPE SPECIAL REQUIREMENTS BASED UPON OCCUPANCY AS NO SPECIAL DETAILED OCCUPANCY REQUIREMENTS APPLY TO SCHEDULES&ELEVATIONS O-AO.20 - - LISTED THIS PROJECT 11.ACCESS COMPLIANCE Atlantic Beach Couniry Club_ 6.FIRE&SMOKE PROTECTIVE ELEMENTS 11.1 2020 FBC- ACCESSIBILITY TO PUBLIC BUILDINGS, REQUIRED. SEE 0-A0.2.4 FOR ACCESSIBLE PATH OF TRAVEL.SEE O-AO.10 Phase 1 6.1A 704,TABLE 601 PRIMARY STEEL FRAME RATING NOT REQUIRED ACCESSIBILITY PUBLIC ACCOMMODATIONS,COMMERCIAL SERI ESDRAWINGSFOR ACCESSIBILITY REQUIREMENTS Construction Documents 6.10 704,705,TABLE 601 EXTERIOR BEARING WALLS RATING NOT REQUIRED BUILDINGS&PUBLIC HOUSING 1600 Selva Marina Drive 6.1 C 704,TABLE 601 INTERIOR BEARING WALLS RATING NOT REQUIRED 6.1 D 704,705,TABLES 601, EXTERIOR NON-BEARING WALLS 1-HOUR PROTECTION REQUIRED AT LOCATIONS WITH F.S.D. NO CONDITIONS EXIST.SEE O-AO.2.2 FOR FIRE SEPARATION Atlantic Beach,FL 32233 602 10' DISTANCE 6.1 E 704,TABLE 601 INTERIOR NON-BEARING WALLS NO RAT NG REQUIRED UNLESS REQUIRED BY OTHER NO RATED WALLS REQUIRED BY OTHER PROVISIONS REVISION PROVISION IN CODE NO. GATE DESCRIPTION 1 12-02-22 EDPRICING 6.1 F 704,TABLE 601 FLOOR CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED 2 2-10.23 DD PRICING SECONDARY MEMBERS 3 1.1 ED.CD SAG 704,TABLE 601 ROOF CONSTRUCTION ANO ASSOCIATED RATING NOT REQUIRED I- -IT SET SECONDARYMEMBERS 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 NOTREQUIRED 6.5 709 SMOKE BARRIERS NOTREQUIRED 6.6 1710 SMOKE PARTITIONS NOT REQUIRED 6.7 0711 HORIZONTAL ASSEMBLIES NOT REQUIRED PER ITEMS 6.11',6.1 G 6.8 712 VERTICAL OPENINGS I OPENING PROTECTION NOT REQUIRED.SEE ITEM 6.13 6.9 713 SHAFT ENCLOSURES NO HOISTWAYS.NO DUCT CHASES PENETRATING FLOORS OR NIA ROOF ASSEMBLY 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 N/A U) SMOKE BARRIERS AND HORIZONTAL ASSEMBLIES SHALL BE (n PROTECTED_BY APPROVED MEANS W 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 m FIRE BARRIERS,SMOKE BARRIERS,EXTERIOR WALLS AND LL Q r HORIZONTAL ASSEMBLIES 7.ADDITIONAL FIRE PROTECTION SYSTEMS W W 7.1 907.2 FIRE ALARM PROVISIONS EXISTING BUILDING HAS FIRE ALARM SYSTEM.EXTEND TO SEE FA SERIES PLAN (n NEW AREAS 7.2905.3 STANDPIPE SYSTEM NOT REQUIRED O J 7.3 905.4 LOCATION OF STANDPIPE HOSE STANDPIPE SYSTEM NOT REQUIRED.SEE ITEM 7.2 2 Q CONNECTIONS �Q =IS JW U � z QU eW W Z QU a 8 0-A0.2. 1 SCALE: DRAWNBY:WRSIMWIMPIRY PROJECT NO.:2022-352 a PHASE 1 CODE ANALYSIS TABLE S H E P P HIR D REM CODE SECTION CODE DESCRIPTION CODE REQUIREMENTCODE COMMENTS " ITEM CODE SECTION CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS ASSOCIATES ARCHITECTS+ENGINEERS 1-OCCUPANCY&CONSTRUCTION TYPE 9.1 1004 DESIGN OCCUPANT LOAD TOTAL BUILDING OCCUPANT LOAD=83.SEE 0-AO.5.2 FOR 26560 AGOURA ROAD.SUITE 105 1.1 1302.1 OCCUPANCY GROUPS A-2(MAIN OCCUPANCY),B,M,S7 OCCUPANT LOAD TABLES CALABASAS,CA 91302 1.2 602.1,TABLES 504.3, CONSTRUCTION TYPE TYPE V-B TYPE V-B PROVIDE 9.2 1005.1 EGRESS WIDTH AND DISTRIBUTION SEE 0-AO.5.2 FOR MINIMUM SIZES AT EGRESS COMPONENTS g 310.670.9144 w61.s@shepae.c°m 504.4,506.2 9.3 1008.3.5 EMERGENCY LIGHTING REQUIRED SEE ELECTRICAL DRAWINGS FOR EMERGENCY PHOTOMETRIC Nars 1.3 1 1505.1.1 CLASSIFICATION OF ROOF COVERING ICLASS B MINIMUM (CLASS B PROVIDED I PLANS 9-4 1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED FOR NEW BUILDINGS PROVIDED.SEE 0.A0.5.2 AND 0-A0.10 SERIES DRAWINGS R�a.,T,�Nnoo 2.FIRE PROTECTION 9.5 1010.1.2 DOOR SWING SIDE HINGED DOORS REQUIRED. PROVIDED.SEE DOOR SCHEDULE 0-AO.22 s.snoarern s,u.aers 2.1 19D3.2 AUTOMATIC SPRINKLER SYSTEM !,NOT REQUIRED I 9.6 1010.1.9 DOOR OPERATIONS REQUIREMENTS PER DOOR NOTES 0.AO.22 COMPLIES. 9.7 1010.1.10 PANIC HARDWARE NOTREQUIRED 3.LOCATION OF BUILDING ON SITE 9.8 1011.2 STAIRWAY WIDTH NO STAIR PROPOSED 3.1 503.1.2 NUMBER OF BUILDINGS ON SITE IEX ISTING SITE CONTAINS MAIN CLUBHOUSE AND FITNESS 9.9 1011.5 STAIRWAY TREADS AND RISERS 11'D TREAD MIN,7"H RISER MAX NIA I 0 F fI o9 BUILDING,PETE'S TURN CAFE(ACROSS SHERMAN'S CREEK)AND 9.10 1013 EXIT SIGNS NOT REQUIRED �V k.s A LIMITED NUMBER OF SMALL ANCILLARY BUILDINGS AND 9,11 1014 STAIRWAY AND RAMP HANDRAILS REQUIRED BOTH SIDES.34-38 INCHES HEIGHT,1 114'-2' NIA STRUCTURES ARE ALSO LOCATED AT DISPERATE LOCATIONS DIAMETER .. * AROUND THE GOLF COURSE GROUNDS 9A2 1015 GUARDS REQUIRED FOR WALKING SURFACES t 30"ABV.ADJACENT NIA ARI 2s¢ 3.2A 602.1,TABLES 601& MIN.FIRE RATING OF EXTERIOR WALLS RATING PER FIRE SEPARATION DISTANCE<10'=1 HOUR PROVIDED.SEE 0.AO.5.2 FOR FIRE SEPARATION DISTANCE. GRADE. i 602 RATING.ALL FIRE SEPARATION DISTANCES ARE EQUAL OR 9,13 1017,TABLE 1006-3.2 COMMON PATH OF EGRESS TRAVEL STORIES WITH ONLY ONE EXIT:75 FEET MAXIMUM TO POINT SEE 01 FOR COMMON PATH OF EGRESS DISTANCES FRED I, GREATER THAN 10'.NO RATING REQUIRED 1 (2) DISTANCE WHERE TWO PATHS EGRESS AVAILABLE 3.3 TABLE 705.8 EXTERIOR OPENING PROTECTION FIRE SEPARATION DISTANCE 10'<15'=AREA OF PROVIDED.SEE 0.AO.5.2 FOR FIRE SEPARATION DISTANCE. 9.14 1017,TABLE 1005.3.2 NUMBER OF EXIT OR EXIT ACCESS 2 REQUIRED AT OCCUPANCY>49.1 REQUIRED ELSEWHERE SEE 0-AO.5.2 FOR PATHS OF EGRESS slCneD UNPROTECTED OPENINGS LIMITED TO 45%WALL AREA.FIRE (2) DOORWAYS oEiwi on'T'onion SEPARATION DISTANCE 15'<20'=AREA OF UNPROTECTED 9,15 1007.1.1 EGRESS SEPARATION THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT SEE 0-ADS.2 FOR EXIT DOOR SEPARATION DISTANCES E= ei v�mco ciw�s ori Tn soiGiTµ OPENINGS LIMITED TO 75%WALL AREA.FIRE SEPARATION ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF DOOEuuirrt ARE-c EMEREg er,++�o wvo DISTANCE>_20'=NO LIMIT TO AREA OF UNPROTECTED THE LENGTH OF THE DIAGONAL DIMENSION OF THE AREA Dna..ECECTRaaC1 AIR THE C_Es Mu moe° * OPENINGS. SERVED 9.16 700fi.2.1 TRAVEL DISTANCE A,M=75 FEET MAX.B=100 FEET MAXIMUM SEE 0-AO.5.2 FOR TRAVEL DISTANCES -.R ,d 4.CONSTRUCTION TYPE PER ALLOWABLE BUILDING SIZE 9.17 1020.1 CORRIDOR CONSTRUCTION 1-HOUR FIRE PARTITIONS NO NEW CORRIDORS PROPOSED DN:C. 4.1 503,5D4,TABLE 504.3 BUILDING HEIGHT-FEET 50 FEET MAX.GRADE PLANE=9.40'(APPROX.) 24'-6"SEE 3I3-A-5.0 �1'=w8e' °' 9.18 TABLE 1006.2.1 NUMBER OF EXITS 2 MINIMUM WHERE OCCUPANT LOAD EXCEEDS 49 AT 0.BAND SEE 0-A0.5.2 William R 91rapplme o.6neppRia 4.2 504,504,TABLE 504.4 BUILDING HEIGHT-STORIES ABOVE GRADE 2 STORIES MAX 1 STORY PROVIDED. M OCCUPANCIES,OR LIMITS SET FORTH IN ITEM 9.13 A Alms-11iem PLANE 9.19 1016.2 EGRESS THROUGH INTERVENING SPACES ALLOWED PER CONDITIONS SET FORTH THIS SECTION NIARRzs 4.4 505 MEZZANINE N/A NO MEZZANINE 9.20 1022 VERTICAL EXIT ENCLOSURES NOT APPLICABLE THIS PROJECT 4.5 504.3,1510 ROOFTOP STRUCTURES ALLOWED CUPOLA PROPOSED 921 1026 HORIZONTAL EXITS NOT APPLICABLE THIS PROJECT 4.6 506,TABLE 5D6.2,508 BUILDING AREA FOR MIXED USE BUILDING, 18,000 SQ.1.MAX(A-3 MOST RESTRICTIVE OCCUPANCY). 1,664 SO.FT. 9.22 1027 EXTERIOR EXIT STAIRWAYS ALLOWED PER CONDITIONS NOT APPLICABLE THIS PROJECT MORE THAN 1 STORY ABOVE GRADE PLANE 4.7 507,510 UNLIMITED AREA BUILDING NOT APPLICABLE NIA 9.23 1026 EXIT DISCHARGE SEE O-AES. FOR AV 4.8 506.3 FRONTAGE INCREASE INCREASE NOT CONSIDERED [126811268]30130=.75 924 1029 EGRESS FROM ASSEMBLY OCCUPANCIES TRAVEL DISTANCE SHALL NOT EXCEED 250 FEET.COMMON SEE 0-A0.5.2 FOR TRAVEL DISTANCES PATH OF TRAVEL DISTANCE FOR ASSEMBLY OCCUPANCIES 2 4.9 508.2 ACCESSORY OCCUPANCIES ALLOWED IF CUMULATIVE AREA IS<10%TOTAL INOT APPLICABLE 50 SHALL NOT EXCEED 30 FEET. 4.10 508.3 MULTI-OCCUPANCY BLDG WITH ALLOWED IF EACH OCCUPANCY IS UNDER MOST RESTRICTIVE COMPLIES.CUMULATIVE AREAS AT LEVEL 1 TOTAL 1,664 SQ.FT.< 9.25 1024 EXIT PASSAGEWAYS NOT APPLICABLE THIS PROJECT NONSEPARATED OCCUPANCIES LIMITS OF TABLE 506.2 18,000 SQ.FT. 4.11 508.4 MULTI-OCCUPANCY BLDG WITH SEPARATED NOT REQUIRED 10.SPECIAL FEATURES OF BUILDING OCCUPANCIES 4.12 509 INCIDENTAL USES N/A NIA 10.1 2406.3 SAFETY GLAZING REQUIRED AT HAZARDOUS LOCATIONS. SEE BUILDING ELEVATIONS 3-A5 SERIES DRAWINGS.ALSO DOOR SCHEDULES 8 ELEVATIONS 0-A0.22 5.SPECIAL DETAILED OCCUPANCY REQUIREMENTS 11.ACCESS COMPLIANCE 5. 401 SCOPE SPECIAL REQUIREMENTS BASED UPON OCCUPANCY AS NO SPECIAL DETAILED OCCUPANCY REQUIREMENTS APPLY TO 111.1 2020 FBC- ACCESSIBILITY TO PUBLIC BUILDINGS, REQUIRED. SEE 0-A0.5.2 FOR ACCESSIBLE PATH OF TRAVEL SEE O-AO-1 D LISTED THIS PROJECT ACCESSIBLITY PUBLIC ACCOMMODATIONS,COMMERCIAL SERIES DRAWINGS FOR ACCESSIBILITY REQUIREMENTS - BUILDINGS&PUBLIC HOUSING 6.FIRE&SMOKE PROTECTIVE ELEMENTS 6.1A 704,TABLE 601 PRIMARY STEEL FRAME RATING NOT REQUIRED 6.1 B 704,705,TABLE 601 EXTERIOR BEARING WALLS RATING NOT REQUIRED 6.1 C 704,TABLE 6D1 INTERIOR BEARING WALLS RATING NOT REQUIRED 6.1 D 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 Adantic Beach 6.1E 704,TABLE 601 INTERIOR NON-BEARING WALLS NO RATING REQUIRED UNLESS REQUIRED BY OTHER NO RATED WALLS REQUIRED BY OTHER PROVISIONS C-cry club- PROVISION IN CODE 6.lF 704,TABLE 601 FLOOR CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED Atlantic Beach Country Club SECONDARY MEMBERS 6.1G 704,TABLE 601 ROOF CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED Phasel SECONDARY MEMBERS Construction Documents 6.2 706,705.5 FIRE WALLS NOT REQUIRED,BUILDING DOES NOT EXCEED MAXIIMUM FIRE 1600 Selva Marina Drive AREA Atlantic Beach,FL 32233 6.3 707,508.4.4 FIRE BARRIERS REQUIRED AT SHAFT ENCLOSURES.REFER TO ITEM 5.9 NO SHAFT ENCLOSURES 6.4 768 FIRE PARTITIONS NOT REQUIRED 6.5 709 SMOKE BARRIERS NOT REQUIRED REVISION N0. DATE DESCRIPTION 6.6 710 SMOKE PARTITIONS NOT REQUIRED 1 1-2 So PRICING 6.7 711 HORIZONTAL ASSEMBLIES NOT REQUIRED PER ITEMS 6.1 F,6.1 G 2 2na2 DD PRICNG 6.6 712 VERTICAL OPENINGS OPENING PROTECTION NOT REQUIRED.SEE ITEM 6.13 a _s ..CD 6.9 713 SHAFT ENCLOSURES NO HOISTWAYS.NO DUCT CHASES PENETRATING FLOORS OR N/A 5-232S PERMIT SET ROOFASSEMBLY 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 N/A SMOKE BARRIERS AND HORIZONTAL ASSEMBLIES SHALL BE PROTECTED BY APPROVED MEANS 6.12 716 OPENING PROTECTIVES REQUIRED AT RATED WALLS,HORIZONTAL ASSEMBLIES AND NIA SMOKE BARRIERS 6.13 717 DUCTS AND AIR TRANSFER OPENINGS LISTED COMBINATION FIRE 8 SMOKE DAMPERS REQUIRED AT NIA FIRE BARRIERS,SMOKE BARRIERS,EXTERIOR WALLS AND HORIZONTAL ASSEMBLIES U) 7.ADDITIONAL FIRE PROTECTION SYSTEMS 7.1 1907.2 FIRE ALARM PROVISIONS NOT REQUIRED 7.2 905.3 STANDPIPE SYSTEM NOT REQUIRED r J 7.3 905.4 LOCATION OF STANDPIPE HOSE STANDPIPE SYSTEM NOT REQUIRED.SEE ITEM 7.2 Q CONNECTIONS z S.FINISH MATERIALS 8.1A 803,TABLE 803.11 WALL&CEILING FINISHES AT ROOMS AND CLASS C OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT/MATERIAL j LLI ENCLOSED SPACES INDICATED IN SPECIFATIONS 1 Q 8418 803,TABLE 803.11 WALL&CEILING FINISHES AT INTERIOR EXIT CLASS B OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT I MATERIAL O STAIRWAYS,INTERIOR EXIT RAMPS&EXIT INDICATED IN SPECIFATIONS U PASSAGEWAYS 8.2 804.4.2 FLOOR FINISHES CLASS II OR BETTER PER ASTM STANDARD 648 'PROVIDED.RADIANT FLUX CLASS BY PRODUCT I MATERIAL Z INDICATED IN SPECIFATIONS w J J 9.EGRESS SYSTEM EO F- 00 Z I1J I I1J C0 Q 17 a s 0-A0.5. 1 SCALE: DRMIYNEY:WRS!MYIIMJINY PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS t ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 9 310.670.9144 will.s@shepae.e9m -- BUILDING OCCUPANCIES-PHASE 1 Df ;,0 A-2 B AR t C 2025 Dx 1 57OHR(IE - -. �JFRE9 I,RGP ' 303 J M - vGNED NUMBER D�ERAR R 9MPP.1AT—mA —SE�TURE PRIMED CDP SEB OFNTH 50 GITAL DOCUMENT ARE NOT CCNSIDEREO81111111 T11 111ATURE 4DNE0,w0 Dry A.NY ELECTRUMC COPIESMV9i BE YERIFIEV ry 1 COMMON �BPPne4 LAVATORIES DN C_w TENNIS CAFE BUILDING AREA OCCUPANCY•PF1/1.4E1 Wiliam R%YWpha6 D.EhY� Ba.rom. .^ 305 f Rte- R Sh.pp a William 306 9—zce;t�,DE.z3 305 IRESTROOMS A-2 259 SF Ba-ScsGa2•D9• !308 (OUTDOOR EATING AREA A-2 827 SF I A-2 1086 SF I357-302 OFFICES JB 1129 SF _ B 129 SF 300 PRO SHOP Im 1411 SF f M 411 SF _ 303 1 STORAGE/MECH ROOM S-1 183 SF S-1 83 SF BUILDING AREA 1708 SF Aulantic Beach 1 TENNIS PAVILION-OCCUPANCY PLAN-PHASE 1 Atlantic Beach Country Club SCALE: ® Phase 1 114•=1'-0" Construction Documents 1600 Selva Manna Drive Atlanfic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 12-02-22 ED PRICING 22-1623 DDPFBCING 3 330.23 90%CD 62323 PEWIT SET EGRESS &OCCUPANCY LOAD-PHASE 1 ACCESSORY STORAGE AREA ASSEMBLY-UNCONCENTRATED 0 ASSEMBLY-UNOCCUPIED I OFFICES STORAGE (n 129 SF 66SF BUSINESS AREA (0 O MERCANTILE � C7 10�RESTROOMS OUTDOOR EATING 06 r 1� 240 SF AREA © } T 1112 SF V EGRESS PLAN 8 OCCUPANCY LOAD-PHASE 2 z - Paan - N= _pnt_ oroM� PRO SHOP �. - tlmab!r 8nme gpg�l=14n1;ttPF1 y� y.r 418 SF \. I ___ _ _ .. ,300 PRO SHOP MERCANTILE 418 SF GROSS 60 7 V z 1301-312 OFFICES IBUSINESSAREA 129 SF GROSS 100 1 1 (�J 303 STORAGE ACCESSORY STORAGEAREA 1 86 SF GROSS 300 1 F �"a 305 RESTROOMS ASSEMBLY-UNOCCUPIED 240 SF - 0 0 O a @�- 308 OUTDOOR EATING AREA IASSEMBLY-UNCONCENTRATFDI 1112 SF NET 15 74 1 o z z w 3 I I- 8 a 0-A0.5.2 2 TENNIS PAVILION -EGRESS PLAN-PHASE 1 SCALE:,w• SCALE: ® DRAWNBY.WRSIMWIMJINY 1/4"=V-0" PROJECT NO.:2022&1 ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES BUILDING BLOCKS 3 75 Parana)Apprwch IDx Pwc4awmratl oeNa ARCHITECTS+ENGINEERS w�ge w,w.P�„�wxMaw. awPm,,a ,gsmm, w.,,,w Ma,mm,mm .�,o h ACCESSIBLE ROUTES ret,sf Ibe 6omrt TS25-I.-mm.ImuI where rw damn exceeds 1c Inches tag[mmi ads mmlaw..nrabirarwEa.ae mwwxgw.wv.1la.atrMaInn ihwY[P4nnmwa.ee eawa^porewpAwnxw dor dor.pmsre srwemrrne PP.am 26560 AGOURA ROAD.SUITE 106 A Pe44mxgnxxatMilx ndwaDnmmsmrm..t[aq.aw.a�wmx...m„h.eeana,[m14a.r.mmaw^Lar=an,wnaspo3Bnmlma.m,a^aaa+rn,a 4o1 Gc,- CAIABASAS.CA 913112 soz.l cretin) b 310.570.9144 wits@shepae.com Flpwand gmuntl nXf..a sM1YI be stable,firm,and slip-Nnt and(hall-ply Witt,3D2. _ [r•npN 101.1 Scope EXCIF-NS: • eXe .Twawp6pwtmrxd NrWsis se^m'4xanw+arnpa9Wl re[MeeaFwee waanpy wNa30l.J wwss¢ Within anMtal contalchnni areas.Dqa end gmuntl I--shall not be required m b¢stable,firm,end slip resislane II The posdvas a CM1apfer 4Intl)apply avM1are required by Chepler2 a where relerenced by a regwrtrnent in Nis code. Areas lf span acO01h.req b.ra.-in comply wM 3D2 /' 1 402 Act lcible Routes �pq Ad✓sory]02.1 General A-sonata is me Nat n-im-.9.d by clhic-,ni,w applied form,so t-whwi Ne cmNminan Ir face is removetl.Ne surface to Bs inginai cmtlieon.Afirm.W ncINS tlaormadm by eVhw intlamBiesmw ns a phIding on its surface.A realms a'- - r I A-111,1enl swa-rmms.zxs.¢^s. sf resismnl surface previdas sumdal Inclional ciVMedolu to Ne 1---n wakn9 to permit sale ambulMlw. - Ac[esaible routes ahaA comply wVM1 d02. 302.3 . �60� 4022Com Opnn._ihI_wI_.surfaces-1red allow passagedaaphere more Man 112 Inch(1]mm)dInt-r except as dlowetl in-4.3,409.4.3, INS �� pueasiblemme ShaA consistaineamaeathe ldlowing canponenls:-1-2 sonatas wlNemnnirgslopenasteeper Nan 1:20,doorways, 410.4,810.5.3 ant 010.10.EIwrgNetl openings shaA be placed so Mat Ne lm9 dimension is perpmdicularto Me a^minaM tlireceon d pave). FI6UIIE�5.73 ramps,cuN ramp.ii-ding In,Hand sld-dn,ietwa,I,d plInchn liftramp s.Nl .-of an acinc-1.rade-1 cannily with the appli[able regdnmerds of CJmplw 4 and 200.3.1. ` tiE•OR-F iDq/ 303.1 General MANEWERING CLEARANCE IN AN ALCOVE,PARALLEL APPROACH WMretltenges'n level ere permiVetlmAmrargmun0 surfaces,lney shay comply vavp 3113. Mrisiryl02.2 Lompmlen6.WelYn9 sonatas must pave mnrcng slopes rrd slrepa Nan 1:20,see 403.3.ONw cimpinNm aacr<ssmle routes. 1 y EXCEPTIONS: RYMe A suer a ramps 1405)and wap ramps(406),are pemfillad to be mon for accessib208.3 areas steeply Asloped. MmY-.11M. eas-req e reqle bubed w Flonda"Ii-nut a.553.5 cannily with 309. 3061 G-.. ps,.yOYNlap MpntuwNq ONFnT .553.5114 1.F.S..brch,ii-Id in section .1 canes.paring lint motley requirements d Chapter 4 must Q Areas of sport a[tiMyspallnm be requiretl to complywM 303. be comq:etl In I....Mk s 553.512,F.5_11-1 regmrements,eacept s.553.5041(5)(a)-thof accr:sSible routeN renting and s.553.04 f(c)t AR12 I Where space beneath In chtmethb included as pat of cl,fma a ground tilts a Nming apau,Me span-Limply with 30fi.Atld...I rltintlauasn alNe wldN. ,y bit, down to Ne requirematls of me AOA StandaNslor Accesdble Design. �•� space sMll real be prohibited beneath an element bol shall not be c4ndtleretl es pen INOn deer00.ragrnd spare aNmin9 spars. pa gcpace an d. Vyis Ivid YerYW Al 306,1 Genera).Clearantts aremeasundin relation to Ne.usable Gearnoa space,rwt neceesroth-h li.ppit Nr anlifilh 307.5 Pill-Clin,Width J 1 Wpan determining deamnce under an.bjedl.r requiretl Wmingamaneuverang apace,care alrould betaken to ensure Ne space is clear olany PI-Ig objects shall req retluce Ne dear width requbatl loraccezciNe rwln, tERED (Eeryesmkwldr.vrcn Poammlaipinu.m.rmgrleepnmmeatebeaarwN pMmrcdgre. 403 Wllyng Surfaces 3DB Reach Ranges 403.1 G-hilThl EN ELECTRONICALLY s:GNED I/f11RY 3062 Tce OgararKe W alNng surfaces Nat area paM1 G an acrossible mum shaf comply wVh 403. ssEAIEV B vW"1'.P.'`'S' -ThsICFLaR1on ea -� 30°•"^"I srv�A-E-MPIxovm SINGAl IGITu 003.2 Flmra Ground 0unace poi mCGGOAES OFGBG rent cwpywN Jpe. Floors gcmnd Iudacel Ind ca^ply sanM1 302. PAaarm 3Ylle-rY'••taaw,ywn••+-E�an:ean Eamncgesiwm"ave xcemmgnxgewM1ne WlGnBd¢mlres somas rrvrrmkz,:aNays,w 403.35Npe 01 EL-ONICCOKS MUSTBE YERFlED EtaVu i3 =ll 9 €r "--,�r mnae-s.4enxM a.[as Me ek+wicaMope.eEk pmdswrec'w Therundng slopeawYNn9 surtaces shallna be steeper Nan 1:20.Thecraxs slope of walging surtacesaM1all not be steeper Nan l:4& 3M3 eeMed VEIc1KAl[xuxpE IN LLVFI r�=.}w-'/'as �� .w ,�w. .M IwaduttrtacM1arges requi•eeiN 30e OpNlJ agreed by T"1' N'flM1amA Shapphird vgesw4w+0ecwen'r.EppelrentlCrrrv4'nmia^d'a mrnit3mmrM1'yn mrawurLuxtrne ekarranamp.rvsrcepn r-mfg • • a 9es in O-Shti US n 403,4 Chan LevN Eraih.a@Nepee.Wm, eTl N cMnges in level sMll cannily with 303. Wll lam R Nhmxppmd AIIi, plY-tl • 8rrlmc 1g w75 r°'ww dN° R-piph9:Dry=wnliam A4Nwy3NJ pww.Axlawgena as a;.rh113 mm:apnnnedrohg'ra md,I64mmI+cVUFam't.erM lea mm{be ski rbwnw,nm[esemaydw is a AYn3anea AgMSMrwghe lire 9mm�gh1 4035CIearanms [arn^edew•aemwwdewer ..tin3nmq erwawl[.N r[eedsa'a1 no3mml.mrm[4nigwrMMslAMrnaIw4W IGm Rwrast (a) (b) r9anrmam mNtsminx WMdPTION:it,ii ihMllpruvitledeanncescomPlyl Ini,c035. Wm-ffiD:0.5.2 pill '.0!Smn p-,dcc EXCEPTION:Within employee wale anal, Nnch.spre ummen Vag clrcNatlm paths sM1Nl be permipetl to De da.aIII hY work area epapmen! OY.2DdMbT'00'3 3C mI5V:mmI VmN3a rare) privitletl Nat Ne tlecrease iaesserNYti Ne MncEd aNe woes beingpMonneO. FIGURF306.2 j 1�♦ 13TOECLGMNCE Wit.2 ForwaN Reach ao33.t�w,4dr tlw�y.-.-,•+r.r.rr.•-.. -� E.agxpwdmm4N53 ant W353.dwxrwratlN 54 30621 General 3M21 Ym6anuaae LX[FTON:txe dex.Nm Yuen pnneraa meeraaxad m 3xaaclwsTsmm:mrwmmH a bwm N2A mews 1610 mmama•nan Pwrc3e0xr rxkreermp Syxc urea an ehnrene betweentM SrvsM1 0oworgauntl ant 9 1-12M 11)abmw lM 11nM floor ir8rourrd sMll bit convderetl toe sap^r^a arexwnae eysymeresmaae asanllal,xnmmltmYnw.,v.n sa3e ialies(9tsrm.;.gemti[wm. PKVRE 3033 clearance Intl shall[omplywix:306.2. Vdnea t9nratl raNM1aawbtuMAdn M1{riEwnrdreadrYJtrbveaesnll0mmlma•awn+^4 the qn fwwxtl.exM1 9lNl be It ur[halla0rmilnuv^ium =l� � r1EVELEp GNAxaE rx LJVEt +bn2 rpeflmsN eaww Oared e.��_.0lmM.�_t� 30622 Maximum Depth .-e21�lJ 303.d Ramps Tce deannce sMlletteM 251.-(635 mmi mavimum other an ebnera. _ a��er� y Changesinlwelgnaw Nan 112hch(13mm)hgh nhctNerampttd ndshallcomplyw4N405w406. R2# Ai rdj S.Turning Space 30623 Minimum Rini-Depth 4�g+ -Si 304.1 Generel svherelce clearadeis required at 1,ekmemmpartifackarrbirspaE.McTce clears-Ill stand l7 m[ (131 mm)mmrmum � _�;' navPE 4p3St TN.1 space shallm8-cl 304. underrMekmem. 304.2 Fbor a GmuM Surfaces 4FNE WmM oEAN KLTsveLE apula Freerorgmuntlln,In ala coming space IMII comply wilM1 302 CM1anges In level are not permMad. FJ(-,11N:511ges not 1111.1:40 atollbe permNed. 3Nlc gdtllpanCl -. Fl•n•M1��-' Advisory-,Ica or Grauntl Sun ace Enceppdin SI6ed-3in-sS.ch Nephre I-c! bittedil�e t cq to surfecesvn,slopes andm Sp4ree rrdingInc.,dsan 6in[nes D50 mmi beyond[he available knee ckarame M9 Mches 1230 mm)abevx Mefinish floor or N.Ing:IN'sb all'in linhil etlin9Matpam-pill.g 3.1-ini-CAanges ilynlaipmh plill regii,In dearfloor..h"aintlsmus, t¢ usabssnucnbrorvautp trod ams2 c,w NV[e as Tum gspaces.aMinlimilarspaces where peoplefi wMe,hd and.Ner mobitiry tlevicae musty 11-PIlrmmwfyaitle au 1:48 nwheacM1eir gmurM sMll nm M[enwdered roe cleararxe. spaces,or manewerli use elements suet es al bloat),Rxbves,Intl lgepM1ones.Theencep0m permds slopes nitskgier Man l:4B. wrxve thew[ nnxu nM9es a, amame 304.3 Sit e 306.25 PRMp sw>.OMwuxutl kill Read +pProatlwatM u�m 4BixMs(t2M m+�mm�mte+nNetumxre43 nrhmR065 mm)m.wn:nl+zMm^',sae akwwwNsuY Eeai nawan065 mm,mn^an 309.3.13N..1 space shall mmpY[siN 304.I.t a 304.3.2. the trwwdw mm Lirwler Space Tceekerame sMllbe30in[Ms1760 mm)witle minimum. a�rawaw nwn+.oarbwvn uwda•emywvdauademberwrm Vw aniwa Matlsaxe ret 4astnair mertwem4 r.aawP.E iwr Ex®rpet Ymae MerlewwMnxmemmsmndwsRSn mmi mmmmemyawtewNao3.s�wPna benpsrro. The Wining space shallMaspace a60 incM1ea(t525 mm)tliamawminimum.Thespace IMA be pemnMed 1.MdWeknee and toe dearance reVm M1wn tow+d nxn Wx b.ay.ee5ltxmmmlnumn,an Mrt:stMnww aappau Mvrnn(StO mmlm++✓wrmwMed�eraaan drph eaa,OM ` complying with 306. DtDmml thewgn lawns rexM1 xFrd truertleptAmmln-rev^enE Vw naeadagpahabbe35 rTnlWSmmlmaumun. 306.2.1 General Space other an clement berwecelhefinisM1 Ooaagrountl Intl 9in[M1es 1230 mm)abive Me 11nia1,flmwg.und shall be considered me dearence YS y!- 3Va.T2TSHItNsoace and shall-lily w'N 3062 Y e MArlantic Then.mwsym=EarE4al,aaymyxrwltunawiMrn635 rare)aquwg muwmvn vara amnam Ease 36ranesl9tsmmi w•demnm.m.ExnxmaMei9v:bech .2.2 ammum Dept-d 25 in-1h :ae 306 awws OaA mmlrmrnwmnaxn de[P.nxame elm YaY Eedmgaaunwl-e.+s iapi[h¢s 1610 mm!•wamv.i tk9wesruP4wrmuream Toe rJewarrce spa- 635 mmlman mum under anemem. .,diaea^w.rwedwr.,[er.^n„1e.MJaa»,xNeabaem,n„gEnaa4^¢am � 1 ;' � � :r a,,,w t,� ' t�'+II 306 2.3 M n mum Regdred Depth Whoa me dearen[e rs nni-z!an element as pan ora dearniir apace,Ne me Geerend ahau emend 17 inrnea 1460 mm)mTvn.m pneerMe ..iFr,Ey., Atlantic Beach Country Club 'I-- �' Phase 1 106,2A AddftlmM Geemnce .: h} e 4 Space.-ding9realer thaneinchesilR) )beyindMeavailablekneeGMrenuat9inchea(230mm)eb-thefinis flmorgrowdspallnq pe RU DNeHTAawubPaax r`�R4aF W3 Construction Documents M.w ii Mmmiaarea me Gearance. 1600 Selva Manna Drive 30fi.2.5 WitlN '°^aEeO°n`a •1D1N•TT""'r Atlantic Beach,FL 32233 10 S • - - Tae Geemnce sMll be 30 inches l>fi0 mm)wid.minimum. aMapproeshm anexrmmaM MesdereNNe un[bnrunW.dae lupi vee nxM1sp4ree b-erwsltxM mmlrmvxnnr g= •' am Netwa see reasp Nwll Ee mFest38(imm)mxxmum a0wm ax M.Prfimwgewmd -c are pw:tled slag..-h sonatas with mnrcrg cll.h.nM atg than 1:20 Nay a h.1 comply wNr SDS. 3ma3luwe[)retro LxcEpaots Advisery403.6 Hantlra3s.HanNalls pmviOedM devga cabs end plMform 6Rl are sol requperim comply wRp Ilia regsgrements lir hantlralla on REVI$QIiI prGURF 3pa12 Rr(n` welting surtaces. N1 1ZT22 SO PRICING T sxw[p NRMN4 AKE A.J-a nsrw Peamd'd w.ween tlwW aiw wlpwrw mxTaM Mearmem waRvetlw tledN irrheaEwnavwwEOiwhal255 mmr 2 210.23 DO PRICING An oermuw ce 404.1 Genenl ] 330-. S.%GO 305 Cl-Fba a Grauntl S _ _� t yr, rave nnur. Dd-,h, 452323 PERMIT SET s EE rm.ppoandlvel b,spmsssw:uprmitiMmMsa,^Ceslt3+emmlme+•vm 305,1 Genenl Ee pmyt I aDa� xdapmsnsare�mul4ame.ea-e s,xaa m"v"tl�'tl"'�neaMe.M:oi.•wq I"w EXCEPTION:D-doaweys,end 9sms tleslgned to pe operatetl oMy by securlry persmna shatl not be requied tb cannily with 404.2.7.404.2.& Clear Maagrmntl space shaO mmplywAr 305. (y`t f"""N L---�- 4-S,4-1 and INXch 'Still l-rmr Inia In Surfaces �q v ; Ativhory 4p4.1Ganerel Exception.Gewvity p.d-must have W. .-I lhalarg Ni-I.Me Excepa'ona406.1.11 would not be Flawwpmlurdinnin, aepic,M aAB-11 space shall comply wIN 302.Lpangesinlevel are nm permMetl. v7�. 13 OM%/ eccepeable fa secuMy plmmnN tq ppxMe Ne Ooors fa people vAN tlisebil'Nes xTYe allovring omens to M1eve Independentamass. FS{CEPTION:Stores sol sleeperNan 1:48 shall be penmmed. 11 ren/ • _ 404.2 Manual Ohd 1.n,h s,ant Manual Gaas ms amt Eo OMtt�9 gRuva3ttJ � j fit � M-16 mrs and doorn'ayx and manual gams imended Inose.passage shag romgy with 4092 Imewimopa.esau+meeaobieslxmmmlnsaan EY.a avxea lt]atsmmlnwaman. 1 [V E g„ 'I wEccuAwxcE , min 4 in-i R I,nn,,g Dain,Gates,one Trrmsdes + y ^ Revdvbg Goat,revdving gees.Intl pm101es shall rept ba partgan accessible torte. 306.11 GemN sve[eaver xdean<bmaem 9aidws N30nen;xep:mans IMsmmYNmvede M1aMYmr wPwaw MYreecwWerep arNedarwKexa9aNswnpaymm 40mYw•r 4-Doude-Leal Doors 1 Gales 3]63 plwu 3�it AI lemtene d Ne-,loaves of tliirweya Laity two leaves shaD comply with 404.23 Intl 404.2A. -• + No633 L1+a3^mYpePM YxpmRlanEpsM RFAOr 'E ,xme:. nm[M1earws mmlm.wmam awn anaamewxsea6a,Rmmmra6am dor Mw.rtmwxpwlm ,ar,oemwmr Nwr n.wA '0''x-3 e`arW1d'h n� re mmnrwsMr.apap[d MU AtawYrwrdswisaAawralawNKapPror[preen[k,rcneNtlw w{n rtle.exnnwe•mrosrum.nwreyeadwammionYW be 3l airnes iP`m.Yasna9prawdeaJew wNn a3x Mertes mmi vwwwim.Cb erwawpaemwayaxM awpigd4wa Yuaanw.rwNEerwetn rriel«egtnev ,:,awnw,Ie4,mie.:.arww,anr[a.i.a.rmma..meewgiadramwe¢,t.adw:txso mm;aeeP m.iwmm.9.eneaizlgan,l tnenamrameaanYmi^r.wnw:.,knea ls,o^.^;ma.m..^.,ne nMne<an.[naMtbaeu�n+aa.Nzm^an;m...mi,n ro-enxnerom a^e dwxw.wlENgdi.ra+nmdm-rmn+n^m dwiu.,a^e,wtonm,IdaaP+araw,ala[wriPar.,agxmaawrmsmml^..^1e..Ti,r.esa.E Ee�i .m.e[sem.Inn®rorawn<.a^eammnDusmmlaromimmmxzl. lees mmlamn,Iw l.w.n�wEaw.e m.wl..a rtM nwrnenng,[aalon[hxrzssr^m4 m ng;n en mwltee as„m..InMmnl mninnma3.arlamagnar wiu awrsa.pd.rm4rm dwwadwwiedali.,w daa^v.,anerla6sa.m,eweme rma.mwwvwari.nale[owaa,mime da.row.nwweamwgr 3ain,in efts mm,a,4lro e,[^ea Ire m mm1 aeme me rw,now w sa•^d Ywu rr a.w.d 4 areae nm mmI yacuro_msa Mnx Rt.m:l i wmuni� eLF.ue pLpaRaeeRpuxpapALE •idY+IBb^amamaeanaear.rowwrw.v.m..iae¢[w.^aealwexwamelgnnnwaL¢xarN¢at ma os^a^n^tlePtri namareT ExeEmpxs. 3054 Knee end Tce Clearance +a wxh6mrriesltb1.NwrnIcnn. ..s a Unless otherwise specified,dee ins aground space shall be PmnNetl N include knee end toe d-lit-ot in0 with 306. .lie tw awauw��mwwnesaMo.Nesiyrs sMi tie pm^.rteete tie 36aviwsml5mmi mawmar.N.we mepn,m lbw awgen4^gaA M R6 mml..r a•v.♦a...t••r«•�...�r+sw y e•+ r f1 )vee dramxnN nPmnes�,rvr0'ar4e mmanrn. 3.roermYPanafiwtlrwmseneNl apamnMwee Sa.mMla3Nmmlmaasun.mrswreanom[M sanxedmerawuo•woywlre.a M1re` 3.Gior[benaaro Wwamps paaN.e pemmrteroee7a nrrrwarr9tlmm)nia,immame Nefiun lloorweeuu V, »ss Paalppi wPe+wlxeimtww3 g^genwigew6a J w urawx...w.ra.e.nenwowartlaww.wmPr>°wd e.n.,Iw.,.dwP..rap.madrwnwin.. 3z�„ =MRt '2i"" sol Pramd ng oElectl �r Gig Object LunVs _ ♦� �a W 3v.1 Ge ( _ 307 t neral - Q Pro-.S.gecls sMAcompiy wiiM1 3g/. ., _ _. n�� p T� � p•, i{• him.spa +owl in"i _,y axzn.maw^rl^aw 1 -7:- T J_ rr Ode[tawm wsdiYeawes mmerMn 2lmMz(6a5mmlwm^a^m dwr.eovM,a1M30 mmi+:wve dor rvulnev4rgt`w.ta srrNpmeuaeainMesna mmr gaBRL i J ren win„w mwewr.,.�.w P N. . ,�eJ x [EA win x,pini. e Poanwx ppuaAnnmgeR aRpuxp sPAw OrcnrlOx.trwtraYa snAi EepeemMeemaiavd xamwsdts mm:mn.^w^. ht N 'U'^) FlauRE aM.33 404.2A Maneuvering Clearances �l One Nll wiobsLucl¢O side of Ne clear floors Isp c.-1la ••'i•°'P�w°°vni°^u"�wrw^a nmuse0�m"Y'"nt nm msM rrige'rtp.es°p"v'seRv""""'ea°n"`n u'v`k'u"'L.'M'n` pas7lsV[TEDtuex slOE aEw[x Minimum mane nt.n cli,c1nX, salnc don,d--gales anal)comply with 404.24.Maneuvming dearancesspall extend Ne full sridN of Nedmnvay y) J grain pain an accessible rare or adjoin aniNer cNa Ooaagmm0 space. rxw Eelwerlerewbo3rmxxa ubb.n Patrc,belting aramxn^.,R[nnpwxarr<pwemeimrwpa,aarw.gwa.rw EXCEPTIOIndN: Ent, declemance. w m emrpk awmgsmaalam s.IrP.rane Yru¢wnranrwtretluavwmmmAm relPaeavewxaldexr[e SimtwM raaemamwvwwAwhmgvLcr.aerruvrh EXCEPTION:Entry doors m M1aaphal pa0anl moms shall not be requiretl b provitle Ne dearanm beyw0 Na NtT side aNe door. u -5.7 Mcl-enrg Clearance IwslNpmmivwa[uWrm lwlemwe ETmtlwslMs mmi. Cl,c Genera ere dein IcN orgmund space is licaletl in an al[we a athelwoe confinatl m all or pan q Urea sitles.addMonY manewenng dearence sM1all more W,4 eis Operable pans shall comply with 309. rJ m¢ beprovltled in accertlance with 3017.1 an0305.72 h.Ad ow Clear FlSpa[a A blare floor or gmuntl spas cimplyirg with 305 shall be provided. Q V OperOnch.NOM able pens shell be placid within one a more a Ne ready ranges specified in 300. M.T.t car-tlApRnw6 �,. 3119 a Opere1on Operable pansshallbe It-,,withone pant and shall nal require Egpl grasping,pinching,ae.Nsting MUre wrest Thafproerequiretl 1i a[tivele AAveseNbe36aawa MtSmmtrdmmawm rnetlw aepNraaeMN liarm(6tOmm1 operable pals spall be 5 pounds(22.2 nn madmum. EXCEPTION:Gas pwozdes npnsMll not be repuved to povitle opaatle pads Nat nave an acdvafing force If 5 piuntls(223 N)maaimum. S X♦ 1 0-A0. 11 SCALE: MANLuvNpxpnaARUJc xAw ALcwaroRwum.spRGAd A CBNOW21122-352WilMJINY P c ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES ACCESSIBLE ROUTES .. ARCHITECTS+ENGINEERS GOURA OAD, Omwylknnrm is artna i9,s mm,w,eewnno-n eovrawfaes wvrLevm.«Trot{eeors Nal Meawnwarn�lderercesow�prsvf,wl•Taalaµu1.1:_ Odors,gates,andsidn lights aryacen,ro tlmrs or gales,conlaicin9meormwe glazing panels that permit vleWng Uiw9h Uepenels slWl M1avethe Lbs RvwwparMwrtauolMemm4runwlaEmf Wa<- � ------- CALAASAS,C 9130 SUITE 106 bdldm Mal Inst one Blazes panel lOwlee 43 inches(1090 mm)maximum above Ueflnish Row. CALABASAS,CA 91302 EXCEPTION:Psion ligmson-til Nelowest part more Uan 667 hes(16]5 mmlfrom Vle finish flow orgrountl sM1allnd be requirvd to amply with TAesEag4xtl 4042.11. Aa.w«y 4m4.,faawea rlw.«wMM s«fsw.metnww4 w4xewremswR•Nstvi usuraarta mem rwurm NpwmerNe.amwdara. 8318.fi70.9164 wil.sQshep-ae.cOm 4ot2♦tswiaippawzasa aaow aA bbboo lFz.arAMIAl5hpM6.DoesArm 401Ne- .3 Autwnadc and-l-Al-Bo Doors aro Gatn w mum aia,ewnhsattara«a AukmeOc doors end aulometic gales MaR comply wM 404.3.Full-powers au;wna6c down shall mnply wit ANSIfl3HMA A156.10(inwmwa:ae by , ew+prp enorsaMNaslWEase npmn«n ar�M•ahlre.p�l�, relemnl,see•RefereydEf Smd.. •in CM1apUrll.Lose-neryy CIIIIwer-assisted dwrs sltallwmply wfNMISUHHMA.4156.19(1g9]w2002 mruur canon m oewvy MrM1 eda'wl(incomwaled by rdarwce.see Relerenc�Skntlartls'M CM1apler l). �-� odE M iAeiEs4xa1 Apprna[k of R«p.rr4t«ta rapwawy IetlRRprrawtarM z 404.3.1 Cl..,Width ^ rklnpmmt I.yid shall provides A openings 32 id,l(fits mm)mbgmum bp1;a and poRooh fmade.The minimum tlnr widU lar aukma0c iypa du+s Wr,s,rxsrbpc,aar - - tlar syslemcUadowway shall be bacedwUe cleargpenin9lXovidM by all leaves in Ue span posi0w. wauaEeozf., kWWrrum F�IOe Rrwlasrru5 mml z1..heassecmmr% 4043.2 Maneuvering Clearance f%RxpE➢RODRw D-N0 SOe1a¢fOGFMd,ecndw E Of FT D- Vpream tsiRnllsl Grasb f«pvrdobumerop MymdlNN ilea wenayrt«a41 sora 9mrsarMwa< - Cle San arcepssihle meansdMegresssgM-plywilh0�4.2.4404.2.4.Clearmtes at au[wna0c doors and 961es with.ulnmeby ptwsw ane E. s r'w^ EXCEPTION:Where aumma0cdgws antl 9edee remain open in UepwxerbRcondNm,complrmce vMh 4042.4 shall not be required. _ _ wnhw4 axNNs z30m•e lOvWwslOsmmi i 401.3.3 Toddohdds �iu2 er mrn Nalrbe prw,eae tl,m Pu1ens Un Pause da4nrnxW mint danrea•spnce.wt<re arty poraonW vespnere nwMn4lMrnl,W mm:daefemb t DpwwaywrM wtlow wgv. Throsholds-Man91 in IevN 1 doorways shell comply cant 404.2.5. Ilea•w�tluNa¢ AR 1 I•irrzesee 6O rclNs 535 mm1 36aX.be5191Srtmi f-CI tt 401.3.4 OOors n Series antl Gales m Sores Fara hmp stle LrMaat13mmm1 vesftge5mml 2.BeyoM pwkrJM1rrrgezlu. Doors in sedes and gates N sodas shall comply wkh 404.2.6. r-�1� )1vlfRE From hmgsae 4aAlres lt0asmmy krtEclseo mmV 404.35Canhol, lJ ` ��velG 0 ManuMy operated-oil,MSM-ply wgM1 309.The d.o,Rod,sII adjacent to the ewrbd shall be located bey-Ue arc of Me door suing. mmy _ _ -' �`_- CDENSE NU EF AR w 1.NPP F nE 401.36 Break Out Opning x1yo4 GEnacLORDA WM1medows antl gales wMMskndby power area pM olamwns degress,the clear break out opedng al swinging«sliding doors ant gees X93 Ahl0RTEP EDCOPVESGF,HIS At Bwnlara>6 y V i E,& E� shall he 32 ind,es(fit5 mmlminimun ufien aperaed in emdgenry motle. DOCVYEM IRE--SIDERED SIGNED um * tAdd,36aMs1ID5rmn ddosxargIBM are grandee ; a EXCEPTION.Where manualswinging doors and gates comply wilM1 404.2 and serve Na same means d egress cwnpla-wMh 401.3.6 Mell rad t be OM pR-E.E.,Rhodb dN SaxAm EtECTRCxIC COPIES RE MUST BE vERm[D d �� rogl:rea. LBgdsy eeb evolving Doors,Revolving Goon.and Tumcblas ufiMam 9reppniro 3.Md6mdNzO50mn•rd rAurarn bah au gvartlm " -- 404.3.7R �A ■ ■ Revdvirg doors.revolving gales,and Wms0les shall not hepM da....olide rwne. 405.10 WMCwtlN'ons DN:C-UB' (a) (b) Lendings subjedlo wet conditions shall he designed b prevent to acumulag.n dwa,er. fi.ruill.s0eirep-ae.wm, fnpnd Bppromh able apINOaDh 405.1 General W lliam R 4hepplI d O-SM1egKd 3 Ralmrtl hmfe vG Ramfa m a.ressNle melee shall c.mplywN1405. 406 GUN Ramps Auvodaleq CN=William EXCEPTION:In asaemby areas,aisle.raps edje to sea0ng ane not-linD elements required to bora an accessible mute Mzll not berequired R5 eppM iv amply cant io5. 406.1 General QhhI 2912!,05.23 4,Adtl 6 nmes(ISOmmiN[bs«ewrnrktl "'-"--"'--^ CuN romps m ecwssLe miles shell comply cash 408,40521hrough 405.5,and 405.10. __� 1551 Skye pa90,g1)Q]'OD' modid E N-� m«s,epe i _ .. .._,--_ ,.,,�,.- ,sear attr«arwMpNl.�wrbtaftw.m,n,x. aP,ar rwfawaara.ntm„aw.a fxtmnx:m«.aasa4a....y.N.-r-r44a1 caw nrl- i I i inn _____!. `�/ 4� .,aro•,• .• - --.....- -. my w.ass e,mws a•.tpin«eas wrlo-true.orae level. 1 1 M __ () lw r,«ra..rma,o+Paekmn.ns. 8! ie% = pocNnr«niroe.wrg.dl FlaGttl.Pfa...3 "°'w NrtlrapnP..n � aane..a�51PM.r'�e.Naalai d„wlw�d.;r.nr`°.v�ter.e�anN ma>arm.s,�lnm,.ne�an`m:a>uP-amaeesawa�.`w„P,�yr.rwa 6Drrars nreumwn �I \t J•l(-----"�- w.xRlyfalNdtLfAa.NtfzATpostoreyzwRNotrrprloa:.suwNaarxXtLd.La.ANpr«gwadfloaa ]A.tf.�.a _ 20 -WmIBM fill had Nom.IXi.y. @) a.sat4ee�ep4iai,a e«. ptmf Ensnrw prts.wtlmxd3AxbrA6I1EREs cpumERstDaE Drsuu em awrnM.lAilr W �'�WA Acs Ao9AcfxrTpNNRAara WnssnoRdvarcofwl�apPvahsMlbeww,atawhnmyrovnarrmws6r,In melee N55mm1oNne wbnsae c`aemwayprvax'1ss mwenundfwfn ru aweperman nUeslaS neral i2w,mmlbtynna da l,ma me me,waxa PerPsrt4tdammetaed6ae�«Sof dwpwt,nlrxw Mr a«Prr wn,dg t, mml 4zasiewdaN e.mrr -- --r' ...®y.pa:.atN�a4q.rata.,�a.reAdwr�araww�s,atawatt6Aknaaa«etre,n<NrINPIa:an,wNax.wk.rmw,«hwddwnwa r -� aiaewre rhe dco"w4.iM1ZPmreon nuu0eappkad wdvaer0«narertsesµE. A,bpedeepw tivn,s,a prdadred wureprwntlµowe mmp NC.wtrvaew-dun t. r n o r a,. I E - - -- 405.3 cross Slope f 8' � _ � C cmaaaln Mram anabs-..,..nlae. J _ ~ N a Flow I— dsuaslssMha roshellumply M1302C g nlevel Wirer Uan Ue rvn g pe dross op re p rrtedmr .1 - Y ' Fs � a! Atlwsary 405 3 Cross Slope.Cross slope s Ue slope d the sunel pegrmdcularto Ne d redim d0avd Crass s ops rs measured Ue same oral as f t 'Q�`-� �e.` a slope-s mea ed(e,the rase over Ue ren) � ` ..___-__ 38 mal ` �' -" J x 405AFowor Grountl Surfaces �L runs.w¢ou rurpry ml M1an es sl amp Beach waeNa4 Rape appfoatlh puB Sidle -C�A nwaE 4pca i 405.5 Clear W idt smESOF cDRa wtw TM1e tlear widen Ma ramp rvn and,xTere hndreih are providetl Vol clear witlth betwew hwtlrais shag be 38 inches(915 mml miremum- EXCEPTION:Wyen employee work areas,[he regdred tlearwieU of ramps Thal are a pan of common use circulation Paths shall he poobb.1 to be Atlantic Beach Country Club e_7---___-_- .B.sw- �0 tlecreeaed by work ereeequipnem providM Mal Ne dewease is essentialkdire function dlM1e work hdng peaortned. 406.4 Landings Phase t _----------c r---- A /�� a f Lantlilgs shall be provided atte lops McuN ramps.Thelmding clear length shall be 36 inches 1,915 mml midmum.The landingdnr widN shallYx \Y t.. = 405.6 Rise EXCEPTION:1,s 11uNramp,excNtlild.l Ndodtotonofo ,la,p,. ConstructionDocuments�� F^ ,v■ � Therisefw any ramp rvn shall be 30 inches(]60 mm)madmum. EXCEPTION:In aXe2lims,whore Nere is ria lantling al to top of curb ramps.curb rampflares shall be provided and shNl not he steeper Uan 1:12. rte_ sae s 1600 Salva Manna Drive 42 min E^ � ]� 406.5Lma6w Atlantic Beach,FL 32233 $- -4.j------ CUN rainy antl theflered sidesdwrNremps shall Oelwatad so Uattey do rad projectI'd vellirularbaffic lanes,parting spaces.wperhin9 1 � ,1\\ �TI \.y/ access ai es cuN ramps al marked dosvnps shag bewhally wnkinetl,NtlYn Ue markings.excludvlg any Parse sides. \\`+.Yf'1 4;IY rw.�+e,w wmemPa�emaewwn«ora mmrin d+mys snallrPrrVhwm ;------ FtwfEtguu DI gobik,pwl cr ,R,1, REVISION Th, Nw.,did yp Nraml wMreWmatl cutis or oUw welhufinn rages shall M1ave Ue edges parellN,.Uadirec4w of pedesiB-1 w. N0. DATE DESCRIPTION te) (II uAxEuvauxe nTAauays ATREcm[p pews Axp p4,f5 Aadwry4e6.i uMNR Mmm Nnmmatswe 4MhMeg'atlrrrynnir«w.tau ueekacorpr.^a sNpelnxmawr meeru<requremeuMdrs Ttre bvtlom Mdiagmal wNramps shall haves clear space 40 inMes(t220 mmj minimum ovblde edive baRic lanesINMe roeQn'ay.DiagonalmN 1 12.02-22'50 PRICING m1988PPt�tla0 aitla IYnge Woedr•pud,ede mdasxreourswe.anpardcwalycMnfto-rarem.t«vawrramps wmsmafuanaMunr-care mnpouuar.rmalvPaxe rairacpmaw rur.+e ramps provided almatketl crossin9a sM1allpmvitla Ua48 inMes(1220 mmj minimum clear space wiUln the maMings.0iagonI=ramps wiU �• mwnubaraabrw4es.A Nal wrerpn�we4etlaNexvn.Wdvwmwrnrr maneu reraar4sar„1uw«Nryrmrap«aNn. flared sides shall have a oo,m dwN24 inMes(610 mm)Iong minimum fowled on eaM side dto urrb ramp antl wtttn Ne marked trwsing. 2 2-1623 OO PRICING 3 13623 E.1 CO 4 -123:PERMIT SET 404.2.4 4 Flow or Ground SWace - --_ _ Fbor or grand surface wiUio replotted on.b-edng dearenwc MSA comply with 302.Changes in levelare not permitted. I I I 401 Elevators T'- ----_-- O I t4aom I _ �� 40].1 General EXCEPTIONS: rx4p trip €1 �i Slopes"sleeper Uan 1:46 IM be permitted. ]nip = Elevamra shallwmply wM 407 and wiU AWE A17.t(inwmOretea by--o.sae'Rekrenld SkndaNs'in Chaparll.They Mall be £I 24 ran Changes in levelwthreshdtls complyirg u8h 404.2.5[hall be pemUM. assengw Nevatws as dazslfied by ASME A17.1.Eleva,a op da strollbeaI.- -�^ E� Advisory 40].1 Growl.The ADA no III—Fedawl c,AI right laws-id,.el a¢essible features he manlained in ww,.N«so Uat Uey are 4---�----sem �I- --- _ �r 4M.2 E-Aolds accessNlem errtl usable by tlgse people Uey are mlendedb benefM1 Buildng ormers should note!hal Ua ASME Safely Goda for Elevators antl 5 Tllrnhdds.Hpovlded attloww'eyz,sM1ell be 112 incM1(13 mmiM1igtl maximum.fteised Uresholds and dlan9esmlevel al doorways 303. lequ All...Ply 11- wnh f EsaWdors requies routine maintnan[e andidEpec of kdaled 302 awkmpomry iMertupliana In service due to mtinlenanm or repairs may oe \\ vowever.fa9ure prampl 111m toe—bl-ovule-nstmdeawtlatimol Eederal la-d Uase re 1. nd p un W m) EXCEPTION:Existing w allerM UroMdtls 314 inch 119 mm)high maximum Nal have a bevNad etlpe w eaM side with a slope nM skaperthen 1:2 -a- El-v407.2 l lendings sM1el01 cane ply wiU 40]2 II,Cpt000h.Pill Lye andlnw be requiad to comply wiN 404.2.5. 40].2.1 Cell Cor I PUA1alrread�«a,aN �� raPwidm Ill Where elevator w1 bullas or keypads are prwine,bey Mail comply with 407..1 hd 309.4.C.11 boUld,AR11 bo ruse w Ill.A. --h.- r16WE�p EXCEPTION:ErisOn9 elevators shell b¢petk0 ro have recessed call buttons. mea«a'.x beraunlww tvrfee«psoxtl 400ra mzerrnaMt'yezln urxn NaswµPuhn N33o mml rwrmwnpwlda xsarhdo-wnnylaswryt6am16e IANwxee 40].2.1.1 Ndght Cold C -dS ypd d Mall be fowled w lh one tireach cpthe ranges .oil th 306.measured to the wnteaire d the dghest operMa pan. f !24 hold, 24?r�M1 d { qtr L ]1 g°Pa EXCEPTION-.Edi-g draws and ei sting kelPads shall De permitted 10 be located x154 ncM1es(13]0 mmI maximum aooue Ue fri M flow a» {{I or¢ f_i•- 'a"rp'Nsrv'pr'wn303'Cl'a`ga"'k"1're"rPer'"a`d meaauretlmth d'eof to M1gM1ert apwaGepart DtcfRrtpx laws^°d Rttpav Uana'µma Mwmanw. LAY bodod,, IID 341n1h(19 mm)minmumn to smallest di-lion. •��----' , Oa.gcaw W6Naptralmaasm4eamewrwummrm Nadngrvlheurgra. ION:ENsangelev lbuttons shall not be regdretl is comply wiU 401.2.1.2. 40721.3Clear Floor oGwrid Sipan ot leh7,fppo" p,!eye B) m�e Na IapN Nw6a sondresNsnr•.nlb.e-- Adolf vor,2,oradspace wnplytngd S ,,.shall be pmvitled Edantcmnda. Advisory 40].2.,.3 Clear Flow w Ground Spate.The dearfl.or w grwntl apace required al elavalor call WRms mustremain free ot.bsvuceons inclutlrng ashtrays.plants.wtl dh«demmkve elements that provenlwUeeldrdr users and oUers hom reaNirg Ue tallbMlam.the height of to J door plhilll kh dower wIrpw-rIA wiI, Rwrar ground space is mnsitleretl,o beavolume ft,J,,floor to 813 inchn(2030 mm)ab.B to flow.Recessed BAft sAb lel am be 7A[luryein Wat[ppn placedneer e1e11krc111-1 m Net persw3 who are dintl or visually Impaired do nm natl .'wined Nem or UNr to 11 es Rny reach NOORE4oaxe Porrsrs sur rnapswgm dswmruma tuNmp Nak wvea<textaroaa{aokenn(,SzS nv immmm haD mta,mlt535 mrNuaar•••u. Ica Ue call faulbns. boon wsFRkS Axo uLES w sfdis oeeewaya 401.21.4 L-oh W f1j w,meevwvazau,waedxgxrwma.wrypMrp.m,dlhhd edcaarcea roga N111!4aM4p1.3.'sMe do osmnwrn ort4aP h,rmukNwrakparea The call bu[Idn Natdesignates Ue up Olrecdw shall be locnetl abovethe cell Ovttondal designates Ue down tlireM'on. Q w 2 EXCEPTION:DaSn.-d-.Ranted Nevdnrs shill not bedi,nC to amply-40].2.1.4. 404 2 B Closing So- Ad—497.2.1A Location Exceptive.A deA.I.-anaded eleva,w sry[em provides lobby caveola anablln,passwgars lO ailed Row slaps,lobby Door and gds d.mdS apeetl Mall.ddpI,-404.2 B. !' 405.].,Slope indica desigmimg which tlevdwio use,andawrindicalgr tlesigldng Uefloors nwhitlr Me car will skp.Respwdng cars are progarnmMiw If 4042.0.1 D..,Closers and Gale Closers Landings shah comply wM 302.Changesin level ae rad pamideC. ma Jmrfn effidenry by ro.uh,Ne number.1 skps anypassenger u rl,uol. J R Door doers and gale I—Mall be edj..Id so Uet(Corn an Open position of 9D degrves,to lime--d to move the door to a politica of 12 EXCEPTION:Slopesnm sleeper Man 1:46 Mall be p«mtded. 407.2.1.5Signata M $ degrees Irvin to I..Is 5trnMmum. 405]2 Width Call buttons Mall have visible signals,.mdtcale when eaM call is registered ane when eaM Ill is Brod, . W FI 404.2.8.2 Spring Hnges The landing dear wk1b,shall be n leas)es wide as the wisest ramp run leading to the landing. PrtrAlaaai Dwr and gds span,hinges shall be adjusletl so Mat hom Ue open Rosi,.,1 T degrees.Ue door or gale Mall move to Ue dosed pos4 in 1.5 EXCEPTIONS: U) _ 405.].3L ,,A CE in on-or-d elevators AM not be regruetl In cwnply wit 407.2.15 provided thatvisiEk and audtde mI-cwnplying Nid,407.22 i-.ling `yy/ The landing tlear IengU shallhe 60 intoes(1526 mm)Iong minimum. .IM elevdw car k anter are wovitled. aE fKWf tpaLat 401.2.9s0om end Gde Opening Force Em.hi.B--AM not be required do comply meth 401.2.1.5. W m YN4FWfMN6UaAMNC6Ai gAl40N svnsaetxe DOORS ANO GlFS F"ve dome shall M1aveaminimum openmgforw allowable by Ue appropriak atlmirnstradve authwdy.TM1e Iorl lw posting wpullMgo tloorw 405.79 CM1a.ge it Direction U gds Olhertan fire doors shell be as ldows: pone Ramps that Marge direttiw bewnn inns at lan0ings shM haveadear lantlin96O inMes(1525 mm)minimmn by eo Inches(1525 mml minimum. 40]2.1.6 Keypads hinge doorsandgates:5p .1121.2N)maximum. WM1are Neypatls rare pravitle4 kelpns A.11 ba in askndartlselephone keypad aman9emem and asWlamply wiU 007.4.7.2. 11 2. Sliding wfolding 111—5pwMs(22.2 NI maximum. 405.].5 OO.rwaYs 407.2,2 Ha1151 Is Q 3. Exknar M1ingn doors shall be desrgnetl so UmsuM tlwrs sen be pulled or pulled gpen,viN aiwce rad exceetlirg 8.5 pomtls(3].8 N). Wirers tlomwaYs era located adjacent to stamp landing,maneuvering clearances rwuired by404.2.4 and 404B]sM1all be penmittedto oveaaplM1e These tarcn tlo not apply to Ue force requiretl to rdmdldM bills wdisenga9e olha deviws Mal!cold Ue door ar gaknatlosad posni.n. requlredla-S area. Nall si g nah,intluding in-car si,rials shallwmply-401.22. viswy604.2.9 Dow antl Gate Opening Force.TM1emiximumlorce p«kins to the tantlnuwsappllldon Mfwce necnsvy to rw opens tloar, p5.8Nand2ik 401.2.2.1V bleandAudibleBig- AOlmeln'roe!force needed fo overcane Ue idarda tide door.Il tloesrM applyio telwce regdre0krabad bons roto disen9a9e whw devices Ramp rvnswflh a else greM«Men 6inM1115o mm)sball havehandrads wmplyid,mlh 505. AvdIN'and audile signal Mall bop IIIod M each hdAlly enbeme k ineiwte which gar is answering arall ane Ue orfs diredton M URREL n keep the door lens dosetl posNm. Yyhere'n-ser signals are prwitle4 toy Mali he visUle horn Ueflwrerea atljacnlb Ue hall wllbMona. Florida law,6.553.509(61•F.S.,eskblishes requiremems Ica exterior dooropanrrg face. EXCEPTION:Wpdn employee work areas,handrMb shall nut be required where ramps Ud are pad d wmmon use drwiaem pats are tlasigned,. 004.2.10Dwrane GMe SWaces permit Neinsk11e0on dhantlmils complying,villi 505.Ramps nM suhjecl to Ue excepdw to 405.55hall Da dastgned to maimelna 361nM 1915 mm) EXCEPTIONS: Smdnging d.or andgalesudaces n1FinMes(255m ,of Mebnishf or grwndmeazured-olh,M 1h...smwUsudacewUe push mrrvmum tlev sMt whw hwdre9s are MskRetl. Ysible ant eutible signals shat rad be requirM al eaM dasOnedonudemetl elwelwwhereavrsNle and audile signal ewnplying with 401.2.2 is side extwdm Ue Ill vA.h of the do.,or Pans creating hatizwlel 111.-L-to Nese apse«s shall be lvahtn 1116 inM(15 mm 1 tv Ia evyed indildng to Nevakr car designation infmne0on. same plane as to other.Cavities credee by added Mck pates shay ,rapped. I )v 4059 EdgeP oldp rgekvalors,a signal indica8ng the diracflondcar hovel shall not be reputed. Etlga protection comptyirg uiN 405.91.140S R 2 Mall be pmviaetl or,sad,side M ramp runs and a eaM side d ramp landings. $ EXCEPTIONS: EXCEPTIONS: - Slidng doors shell nm be requiretl to.Omply with 404.210. Edge pmkction shall n.tbe requiretl on amps Ual are rad required to have M1antlreils antl M1ave eitles wmplying with 408.3. Tempered glees do--..SRIes antl having abottom rad wsbce wgh Me top leading Bee4Ip.It BE tlegees minimum from Me horiswial II 2. Edge profeNw shell notbe requiretl on Ue sides vl ramp landngs sarvtng an adjoin,ramp,n I, suirway. of be requiretl to meal to lO UM(255 mml bottom--canal M1Ngio req-.- 3. Edge proledim shall hat be requires on Ue strias olremp landings havingavetgcd drvpoR of121nch(13 mm1 meArhod hIiii- DOlwsantlgMesihaleonotextendkwaM1inlOinMea(255mm)vltefinMflowagrwndShanradberequiredtvwmplywiU4W.2.10. 255 don) of III, wiled o,4D5.7. 0 Ada 2 Existing dwmwd gaA 404lrornsmovUsurfaces wi,d ,inchas(255 mmIMUe 0MM 800rorgmund shall not be requketl to provide amodM1 1 I N ,area sp suaacea[omplyirg wiU 401.210 provided dol R adtletl Irick plates are Uslalletl,cavities weakd by sunt kick plates are capped. SCALE: DRAWHBY:WRSM0rMJ!NY c' PROJECT NO.:2022 352 ACCESSIBILITY DETAILS SHEPPHIRD ASSOCIATES ACCESSIBLE ROUTES `� '� �� , -1- 60.6 FNah Lontrds ARCHITECTS+ENGINEERS bypt.p h.Mirtws.did, full-IengM minor can accamm bI Hd,reJgIIf tuber Wpe°I nil (11180-INxfwmines bbe+nanle Flusn conuds snarl ire haM opeatea maul°m�a�.Ha^a°paHied BusM1 con'WsA.compy wM1130g.FIasM1 conlMsshell be located°n Me°pen rvrvo x. RmY aP, m. m•r meintwry Ww.wmr4vx.endo-tied+nleniwmrwNesyn+bdsutE,wwniabk4Clnt1.3 by people wM10 are embulelay end pe°plewh°use wlreelrlam,Me lop etlge°I mimws sM1ale be]d intoes p6BO enrol mirvmum Faro Ne fl°aor alae of Ne water dosetencepl In ambWelory accessible wmparMenls canplying A.s049.Z 26580 AGOlIRA ROAD,SUITE 106 g ound. TAeMamwl.t] Ativisory 5111.6FIp L°nbole.H plumbing valves arelocmetldirec mgq I,i lelsaal,In.II. es end It, pumbug ran rause injury or CALABA$AS,CA 91302 auvATw coxiBu eaiivnlosxnHGTlox CIllItIII,I any be locx�O in one d Ne reach ran findin 3D8.SIDE—mall be l-ales 46 inures 015 mm dl8 intoes nIIXII:di eI apereon leans back against Mwn.Toildiddcausi1 injuryor imbalance,the plumdng ran belWtlM benlnd walls I,I,Me side of 318610.9744 Wl.s he 4T2235gY6x5ymN (1220 mm)maximum above Ven finis°flaw. gas sped (t )minimum en Me milm;wpepprovea by the local auNwhy navingluasNctl-,provldeatdlet seal lid. �S wwPSP w paun0mm aw Ilwam ewwanm maaee 2 ry eRl+esn.mmtnvwxvm `p'1 obT°1°rs .rvrwmuntmedae element.SBwsorYlnvtrmM Fantle 11verararaywmt •�,- �1�•�• 1�r.1 601 Waer Gloved I.TaletCwn-rvnenN TwppmxeYAemxsma`.smmywM 309.4 rd svTW?xahsntlmm)+nxmsnaN9�rclesrz3bmmlmaensarnhw+rWmewur o°acnrowreamex m+ourilErsava uC[PrMxs. �� III © w,a.rrr 604.1 General r dtle dtspansnlhe wend(✓MedsPsnw.sl.utrn.davf9Dmmlminmw+.d ds v.t.s11z10 mm1mavnunmweme fmmlww atlslM,rwrx s..w.w+ars.awao£.0 Waley ddIIN and Il compar°nenns snail ewnpy with 604.2IT.gh 604.B. Mxmw eehv+oIIm Wrc Oifpw+sersslr,N'mtuMa nlrsaxraxrv6WAxyw tlp Wnra ads.<aa.aw PaPsrlfm i EDevngwen msf4Nn mrxbe•�nMmrar,pgr..MdOl3 3ssealrlmmme a°wwaycemm°e mslnayxnmce ._ '-1 Yww_ EXCEPTION,WtloseN and I-complinDrIls In cniben's use sM1allbe pertninedt°chmplY wan 604.9. � .ptr ,s.Hlrsn peps dmerne+s ere i2Y�abavrlKrtr rxl:gmbr.Mequtlx MMe rtikzppx d+pensn mien lxmv+rlesnSM�+.+u ` mtm Pae ba+wmx33,rtclemmmmwwvumam 3Ga+u+es Rts mmlmamum.bee �E OF F1D ' Il+ewrerdwxs+llxp°once°wrtnaw,t+wpwronmin.rove++amon.m.tl.aw.+Imedme.ax,tosn g+wxlbr+rnnlmsmmin.amanlp.Bmnw � A. P� Sllxw werxw. numhwraw sieewanapxtrvvn emWHwr . spxued1 ww 6d meeeer]xenntawmmtma-t9mdxslalsrminpwnumfwm aesde+m: i wPxganmexraemaxya��661i.,<anDam�mn ,.B2waMswHN>6W�p+.raa.-apwa.ank ARI 16 ED NT" Ire' 111 p. In wrn.m.wmn � a `^R"'"""'H°"'++ -- w.amw.-r•- .`Ba.qMatnBir axsw)rt•dWtrY4 T L IExxEMSERAn I-RlDsN THE DAaTHxDareENHAaEmEHE 1ZLl ED� m T= oDIOR STBnNFPDSCHOxRlDao IIAE GHRE DsNONSEE-Ed AND Ei6r Fsitwxu EAHDTHDHATH" Mu6TIEENERm 410PIadwm Lina 11w1.�r �� N Ox ANY ELEmRCIII 1D 1S dD7.z.z.s A°aide sigrwla .wBra.w r.w PxrENsq artnD wuTlo Auaibleaignals snag a-nd once mr Me pp elrem-malYdrefwine down airec6on,..armn nave vero1l aMNnPidprs Mm moi°ate Me direcd-d 410.1 G-eral fKOP`e0" Ewa Toilet Cwnpaam-Is aaM I-Ed,car Por Au a signals ma0 haveahequencya15110 HxV-1 alnuntiMon snail naveahpuancy 01300 HE minimgm and %arywm llRs s1HE complywaM1 A5ME A10.1(1999 etlitian w A U edil(incorp°relea by reMtence,see Relermced 5I.,PN .Cnapx 1), wAiax¢nsn wuntlu Wheeltl+air accessiNe l°iel c°mpammenls eM1allmeel lne requimmenb 01609.6.1 entl 604.8.3.ComparbnmtontDningmwe Manmeplumbing PPniM 3000 Hzmadmum.Tne autlipe signal and verbal annunclalw mall be 10 dB minimumstrove ampent.Ful shell nM exceed 60 IS.mee-m In, PM1lmmlin,snailnot be allendem-openated and IhXl provide unassiWea entry ane crit lrwn he rift. fixtum s WIbinply win 503.Ambul�wy esressiWe c°.pdTn snail-iny xM s04.62ana604.B.3, hall call IXED., -XI,y 4t EllGeneml.Incllrrad Rilill chnnift indlndinetl entl ve pladwm lits are availape fes mwl-ai-P,-.1 Vansp°rmlion. 1 'Il.s�ePae.cIT. requires an )vwecel tlear-ce,rare ancol.be taken in sale 604.3 Clance will Fled M1e' I Be[ause an a-exsiple route ED in 1,(2030 mm cNl9lifts as 'THI'nUbe egwlly Clearances around water doseM ane in ldlm-m Isshag cam yweh 604.3. 6D4.0.1 Wneeicltah A.e id1.C..,Pbents P i , perOnen p oaCN=Wlllarn EXCEPTIONS: sun.idd tar use by People usil whI'.in bi ane people snnein9.p a lel aces-t povitle 80 inch(2030 mm)veN-I Ueara-e,d cannot be WheelUair eccesslde cpmpamnems ma0 comply wth 604.8.1. P SM1 dno gibon-Cth.,l elevamn scall both.requiretl to comply v40140].2.2.3 pr.viae.Nnine autlible l-e entiverbal enndunremeM is Me same as -nsieereIp Itbf InhIlF ass 11 mule in newcmmmcd I m4s.q gpa Nese givenmMe cellbutton wcall 1.keypad The AOA and miter Federal civil rights laws require Net a[[essMle features ha maingnetl In wwldng ortlx s°Ne[May ere e[cessipe ID ane usable spi.ats® 05.23 EAisbngelevamrs mall nolorr[wuired to compy wen the reguhemar+Is far heguency and dB renge paudide signals. py Nose people Ney ere iraeMetl to befit Building owners are remintlea Mat Ne ABME AtB Safdy Standard(or Pladam Lifts and Snirway Cluarce waxaanaln.vxtxuRleWaxrm nStSrnm+rmramimxwre0pnperdttuYr horn a+e stlewgrE 56•xses M1dm mmlr+na++unmervsd _ OD' CM1aniidii Id rou5 E-1.1 ..DPI inseam-s.lsolaietl wle IIIb inlenupi-snservice We to maimm�wlce wrepairs may be xpwNxdw turn me•ex wlNrkmvwcmbrawrypmrerysvwemmu+criesN5:5 mMnhe mnmum meaxe4pnpxrWW.•ry tl+e side 5heWlniteamm)awgnwwmmwwx 107.22.DMxenOatim unevbieabe:nowevx,fallwelo Mke prompt action to afledrepirs c-Itl[onstiNte avitlas-dFedwel laws and lM1ese requiremems. nun6wre. hesll5m mmldnpnr.a,mn hx lvviwxea wwnamxs me>wwaperpwgnW mrtxmr°erxaa wnwkhxr,Renvbeiwgatmem EacM1 desfinati--entee alevxwn a bank of devalws shall have aptlide entl viaide means Iw dflwen5dion. rwdwaen'f uwpw 4tnvxnes;tsl6 mmlwder+..anm nruc...elerp^wnlw roma wewas.anass utiles NsaD mml+lnomv,lxm rwwr nurww nee 4102 Flow Su in I. + _ _ maumea wxnawsnsmeawxa permEewwnomerur wad 4d—I Hoislwey Signs Flow surfaces in pattorm Idly snail comply wiM 302 and 303. Signs al eleveia hdslweys shell comply veto 407.2.3. I 410.3 Clear Flobr Space ,5 RevberyaoNe.Tl siae.me mawwxv spweregnlec n mve•c4npwlnrrnrs x wwKKa wap>WntW uxrxa wtr....+mawxn em pmamwE6ewnn Clew floor spare In pmorm IMz shell ply wM 305. E� oeolntrvnM trylxlry durpquWs wMn nnwnwrneruences.<vwl+r+ssparnN n[04.31_IPI H___ 410 4P1.11.I. ro+xm+panmmnne4104P1.11.to R+mway Clearance $ sumnoablM,pnlgubesnuvahoesmlenm pmNepNaneM°esm taagsmdnrr ors.iolncmgwmera mcaredwpvlmmex a+e Hen oeslBnamnsmnplhiBpM]o3.3 xAm341 ova:xlxwwa«1mMlwmldelnam.nwnw.YmvvW RPwarRwrrsrrsm%eewvaWem Wmromh The dearance belvreen Ne pian sig ane Ne etlge of arty H.,y 19 be linen laz enrol-acini., ..w e.feee.me mnnen+ma egan ^erY rot WaiCemrP/Ie zPxe W mn+uvm�oro Wena^ova aabr'dranGRube. dswxn4W waxe iewtdnmsrsaMAtr3iM 6t mrNnx6mwmnnAaetaevr9ugtrpvw4tl mbvnl+mbrwMems+evrvleM 410.5 DPBMM Parts �` Lonbols for pattvrm IMs rode complYwnn 909. • �nlYl ' _ ,(y,(�J�,J 1 Tz n0.64wsaM6ne pppraaptes cwupy+ww+MaW.i OwriflWlrwnvperMAaxeVfmirvnum EM Marsa'a Bnn9W sIZE Of aesMHCEAaTW trt0.¢osat5 E�� w°ea.anaarrmm..u..dela;s°m+°""im�n,nm.s�aaewaemBala,a»:+pr,.»raaw.mm.z mrxfltns mm)n>•.m,.,� � excd TIgN,Nwwm lalaHIInsap,ww<a+wpwwb.bIv +.��/� r 321rY1• Mrrpwed Mrd+wnnadW wa,ncMne+asly permxt•ety wnlapuewemcbser,aawpMpm Nrs eapanwx wp+rywpun 4epWY+mt¢rmroeb. ___ ___. xear hen spweana r.ewwxn regnrm w oMr Hawn arAIMNmM{IPWe mennerRnures waewnvwrswBbelrcxmwxwrae •wwM�inset nron++[e , RB0pf m7iit renamsrwdavarxunP Iaralwynv+py�wwmxKsaai°sperr.atema,..e+r w1.IBnrnn Nssmmsnrrr+smxrm rtewweraxatzanxtre ♦ ort ♦ • q FaooR oev6xAtmxs aulAxq oa¢rvaTOR ralmvar wmA>lcas wxn+nedumcexlnewap dbaxabsmcneslt6ismm)mnmum meewme W.pieoaefwmmermwm •%pati crop aaN reRlr�t _ {{EE sexe Ypaerr>s�tlsw w �'�fa tfe Wes auW der-++ mmewlxumnpbse0d.rtn xr.M1wn Wd worn dose(__1 msergemon awrW snewgrm mmnMmw tree nasvuen rxAu arcWaacex Ftiminrnw>ururxr 401.2.3.2 Car D ( Adantic Beach Oestinabm InIVIDD elevamre shall In—tacde rat ideneflcxion c°mplytng wiM 703.2-IIIb lambs d Ne hbibIl lmmedlildy III-Me Mw Pla7gm 'E,� wit omw aeaipna an.Caraeaignalions shah be provitletl inboM ledik mwadxs entl braille.Tadile Nareders zM1all be2inmez(St mini Ngh minimum. 4ala wrWmnHeeWn xadxeaew dvbzwnpyxhnaW erwwdpanle apwazhnmlhewrh s,aeu+k rwrymrreruma.dw>we bxwlme 407.3.1 TYpa ..• r mrbm, .xnnpm5 enrol m:wmn+ocasxuamtrwmntle Fax Ej_d°ars,tal In Me TPaawlml airing the.Car galas shill In prohltited. _ - + Wrw+a+aurae u0awv-wprum Yrmen M1dm the rex(Arsov.wMre IxatM n Me herr part:x Ne ebw vpenay Pall a 4 n nn:t ro mml r+aomnr horn ow nee web err(wwrm taken horn tle wap 407.3.2 Op-Irt � Ww'.Mps'°cnetlnTezi°°wK°rpm,w+med°°opersxslwgbedicMs'ItlG m.+lmumrr q°a,.q on'parwuc T+e°oorzlW C•uM<mswQ-/.Www# Atlantic Beach Country Club ElevMwnti,lwav ane car°nen::hall op-ane cense automatiwgY. FICOpE4m4 mmyrgwd+4p7isnu hNwwtpawnlWSMNe44wrcw Melxm rmnca.pmrenl wshvm *w.Y mrwnn+mrryuxN sompamnnt w. E%GEPTION;Euabng manually ppwatea M1oistway smog emrs snag be permiaea provided Mel Mey complywnn 40013 entl 4042 9.Car door }� Phase 1 dosing shall-t be in�gpee umd Me nUdway dowis tlosetl. I4wiwwltrt000BSAxp utas m Construction Documents 407.3.4 Re-ennq Device k- 1600 Salva Marina Drive Elevatwaoors Shat be provided wiMareapergng tlevire complying wiM 40].3.3 Mel snail slop dna re-anacar does aM M1dsiway door "'� ""' ' k+wlsr aawllyaMe°°nlhWpmnpmMde°bYa"peed°'Pere°" [ PLUMBING ELEMENTS &FACILITIES Auan6eseacn,FL3zza3 EXCEPTION:Existing Nevaids wiN manuallyopemMd doom shill nil be required t°cwnpy wiN 40].3.3. IMugtmJSIE%cFvlroNl ' xF- - REVISION IOT.3.31 HagM1t 601 General OvfMAPa WAneaosR¢¢ABAvcf lx Bfuo3xl1A1pW[wxe palrrs �� NO. PATE DEE-- The device shell be acliv°ted by sensing an dmw[Bon passing Vrougn Me opening a15 intoes(125 mm)nominal and 29 intoes(735 enrol nominal move In.finisn 11-11 601,1 Scope 1%4 Seas 1 12-02-22 SO PRICING The Provisions d Chapter 6 mall apply ufi-il lura by Cheper2 pr wherereElIbid by requirement In 111,coos. Theseal h.lt.If1-1 close)above Me finish now snail b°17 inches(430 mm)mine and l9 ncM1es(485 mm)madmum.-Tib to Me lop 7 2 2-10.23 DO PRICING 407..&2 Cpnmd dIM1e seat Seats shall Hol baE ED rxum toe bb,posNon. The Ells 111.require Ilindticmmw io be aNvaletl,inbl.gh mnlad is InI.inea lo-1111—Me door rov°rsos. El DrinNng Foumains tem- q 12i2 PERMIT SET EXCEPTIONS: D .3.3p0 9In Awalx closetMamllx roam fare single ocwpam eccessetl only Nrougha private ol8ce dna Holfes common use wpudic use shall nm he re-irM 602.1 General 0se dsmmm+m. WNfELCMAIR A<CEssIRElglfiegwPAtTYFNTD00Rs Omr reopadng a.vicez snail reman In.-Iw2 inn �' ply wiM 504.4. panty-ng fourdains mag comply with 30]dna 602. gun gn parotid ( )minimum ane t (4 )maxmum In resitlmtlarMfi n IMI,Ne bel (dwamrdmms snail be tllo be l5 intoes 380mm 9Mran BS mm 401.3.Dow end Sgnel Timing above Me finisn,flm1 measured b Ne cop dNa seat. 604.8.1.3 Apprpm Una clear Floor Space Edd snail he armn Iw leflJ+-aw arM UmMe watx dose(. Tne minbnum acceplde lhnefrom notifirati-Natactit is answering acallwnoliflmBon pUe ter assignetl In El moans forme emrypdesenae- gee rght-n aplam Vnits ahatl have a tlearfloor°.grountl space comDlyrnq why 305 positbnea II a IwwaN apwoarF entl cenrwetl-aH•u+h.Knee entl toe dearance imonmaiipn urNl the tloors d Nal car amM1 to cense chap be ralculatea horn Me fi0mvng equation: 504.5 Grab Bars T=OI1.Stls PIT- m.Is=5 seconds minimum.-T ISNemW 4mltin sec-0s Ind mplying w1N 306 shell be prwieed. mm 604.6,14 Tee Cl ,t ( ) ( ) aqua egoan Me tlisUnce(in leetwmillimelers) EXOEPTION:A parallel approach complying wiM 305 ma0 be Mea al units nrcNaren'sosew Nes 30 inches Gmb Eos for water closNs shall comply wMfi09.Grab bars mall be ED tlee on di sil wall doses(to Me w dose)and-Me rear wall. from Ne pdnl In Melobbywconitlor 80 ntl1es(t525 mmJ Olmctly in hurl of Me faMest raw Ounon cmtrolling Mat carni Me c-mdbre alas ndsway b Porro poulis (760 mm)masi u TheM1-I partition ane al leas)-e side pwNi-shdlprovitleeloe clearancep0incfia(230 mmj minimum above Me finon Door-e6 intim(150 oar a ova Me finim Dar or groyne-dis3lR incnes(90 mm)madmum from Ne Root saga IIthe udi.ntluaing bumpers. EXCEPTIONS: mm)deep minimum beyond the-P.T.mem- UP,dM PI-n,exclusive dP-0.support roerober.Com ICIT11s far eNltlren's use shall 602 21 Pad Grab b...hall not ba required m bo n-Inin]m a Nlletr°wnf°r asind..-,It--ssed-Iy Mmug°a MivateIII.an°nd 1,camm°n usa°r in ode at°e tleannce°f 12 incnes(305 mmJ minbnum above Ne finim E... ) EXCEPTIONS: publicusepr-i-Nat lnnforcemem has bean installed in walls Intl IEa id as m permit Ne Insm11a6-of gob Fan complying w4M 504.5. For[ars yMl inter lanterns,T shall be perrnlned Ii bilgin when Mea lis Amipe hornMeppn160 inTes 1525 mm)°Vectl -t IfaNhesl Operable perm mall complywiM 309. In Mars slabrid bar d to be installed in mile)or Inn.ms Rs been installs°N walls EXCEPTION:Tce tlearmcealM1e hour pntilimi5 nm requbM lnaggmpemnent greater Nen fit orches(15]5 mmiaeep wahawall-M1ung water tall call bun-and Me auaale si lis sounded. Erle ( Yin aM loiOraleO I.a EP g oohs,gn a0m-U squire -D, ppvmee Mal reinforcement ( ) petition is notrequ"ve p gra gna 60205 Hei M permit Ne nsl gab bare cpmp�ng rotodose or 65 incM1es 1650 mm deep wmatpw-mpunma weeny dosd.Toe clearance-Ma side tlinacom arhnent akr OmMabononenMaM-Pn snail Hol be regulrea l°comply wipe 401,3.4. Sp-I-.1 s11 36 inures D1 I .....mabwe Me Inisin floor s d In tldentimor Wnedibn fedlide grab ban mall not be required IIII nstdlea in hwuing w hdding ceps Mal ares-Ualy Ell svmout Man 66 indnes(I E5 mm)wiee.Tm tlearen[a al NefroM partition is ridr IT.inacanpamnent Mr d+imr-'s use Natrs greaten Man 65 incnes gom- ,III-wN la WPozes of suicideprevenm. (I 65D mm)tleep. ti 4117.3.5 Dow Delay masswxn r4c>tldn Advisory604.5Grab Bars Exdepidn 2.IIMlwcement must be Ipficienlm IbIn lI ht,Xnd 8-ofrear endshe wM gob bars Mat fully meet a0 ELI Elavamrtloors map remain Nlly open In response b a car cell fes 3 seconds minorum. e-essbiliry requirements including,bW not limitetl m,required IenglM1,InsmBae-heignl,dnaddrengh 604.8.1.5 Graf Ban 407.3.6W.M tFespw.AW le lwaetlt5�np9[mN"•.++mhm:Irc.ers<arfwpvn x+,l5md+estsxs mmimnirnnnham rM kart MpNrM VMaawasganpm �fl Gmb bb,IdIdil-plyl.111 wiM End, idibIII lb bar-plying wiM fill ll be provided anastell bel°caletlm Ne wall d°sestt°Me valet doaet.In aedNon.areaowall bier comet gwM 601.5.2 shall be a -..of pevalw doers1 complywilM1 Table407.4.1. 5max 15 Ervin NOe 504.31.5L do EXCEPTION:In exlseng elevators,epower-ppemmtl[erdoor-mplying wtn 4042 a mall be permRlea, wxilIIm baranp W 42�Maz(tDbsmm)vr;mmmw+,Mxwea'2 xx6esf3m mint max.mum Irwnmerex wIl aN eanMrx SautNesn3]Ommlnwxmm 72$ ]00-- hwnae,d we 1 new ca d..,,..in.1 lchalr a-11TH tall 711. bner.1ballcom.an a..,s id la 1 -it,wnlmm -I,bit ,D,l9hlcby Iwide 407.4 Elevmw Car Requiemema +d t > Y '^- cep,nominal sire,ane wall-mounle0.The lavaory shat be mmmed so as Hol m overlap tl1e near flmn spam areas regpree M section Eevamrrars m.11 cwnply wbh40].d. y Iyp M1e ori ildin,r awasable Idle(cmnpanmmt and shall cwnpY wiN segbn 605.$uN lavatories sM1aO be counlm as pan°IMs regwad fixNre 1.21111• t>r ~ cwmfor Me builtling.see also sec0In L. 40]..6.2 Burt°- Cac°nd lbubo--It.designations s 11 comply wiM 40]..6.2 ark mall he raised w fl-M1. r •-_ 604.0.1]Walx Closet EXCEPTION:In existing elevators,d.shall be perminea to be recessed. In new mniAl Ne accessible water Croat-in Me wheelchair accessible P.,b imam shill ba n-if'm Me comes,eidg-a to Me door. 407.4.62.15ize ` .-I,ineIII aDITidnry antl604 gIt Waren tInInn lMaa law,..-lilbil Sd,in,a apulmes Nal'._ .El-p.n ours nd th.lel BNlom shell be 3l41ncn(t9 nim)m rvnwm in Meir smallest tlimensim. row I-Inc-sW shall De Oeagn T1bdmsWded..'weh en eccesape Wvelory in Me-dimi.d.r ible cwnpanmeman..M watx VJ 407.4.6.2.2,11,ngem n FlhuBFams ..p lnin- I..a..InroMed 11.0 ADA Xlbusfw Accessible Desi-ane Herefore Mia,FI.rdX I.thepmaireccessible J Butms shall-ani..numbers in ascending Ind.,Wn-two on mane cdmnns d lulmns an p...May snail road hom let to right. oxNmN6FWroiAINsro01EMATOu ompapi emirs newyIdyI, ane in alteng Ind,existing buihing II have sett II-11boors.While Me Flod lavamry requiem-lane water Q dpaet pacemem apply only(°new c°mlNm-,Mey are desirable loran wneeldmiraccessmle comprmenm and menta De considered vMere GIVE W Flow feasible. 407..6.3 Koypaas TI e span mal provitle.flow of wales 4 indtea(100 mini high minorum entl anal be Imamtl 5 inches(125 mm7 maxinum fiwn Me h-1 p Me uegt W Carcomol keypad aha0 D<i^.standard(aleph-e keypatlanangemenl aneaM1sO complywith IO].4.T2 Theanilebl Me water stream mall Iemeasured 1..-allymdive ioMe-1 face UNe unit Where P.-ere locatedless Mani inures(75 xopwAuoBu aAa Ai wAmIaDFFis 604.8.2Ambulatory Acce RrCpmpartr� mm)of Ne h-I d In.unit,Me angle M Me walarsaeam mall be 30 degrees maximum.Wnere spwN are I.Hid beMeen 3 inches RE mm)end 5 Ampulatory accessible compmm�eMe shel1I comply wiM8 2. FJ 40.4.6.Emegmcy C°nbols inches(I 25 mm)Till hom Me(rents In.nn,Me tinge of Me wamn sVeam sM1allbe 15 degrees maaimum. 501.B.2.1 SBe Emergency cpntrds mall campy-407.4.6.4. `usawewYl A 11,2l1 accassida tom Hell M1aveatlgrM 0180 inures 25 mm eawieN o135lnchn 890 mm 3i Advisory 602.6 Water Flow.Tne purooae prequimg Me Uinang fountain spwlm pyocyte.aflowpwalw4incM1es 1100 mm)nigM1 minimums so Mat parbnemss (15 )minmumm ( )mirvmum dna 407.4.6.4.1 Heigh cup can be hsened undarine d wear m provide a arndw t.drink of werlor an vid.n �o. se d a dlseUNy.w-Id Ithenvise be inbililIf TnevraXOm bxmrm36 ndxs Nlamm!MBmaxmm.xn exlem hom aerm¢f4ed Newun[Iosetf2pnni3D5mmimnm.monerc weaMMrwms Inches(940 mm)m wmum. Emerg-cy conml ii.dn mall°ave Meir ceme°ines 35 incnes(890 mm)mnimum alwe Ne Mil flow. using Ne banking Iwnnin. I61pmm1 mmmwmW Mepmers:ae. 11-22 Daws J 407.4.6..2 Location 602.7 Orinking F-Tins la SH,n in9 Pers-, FX¢mtONs Tdlet canpdm Edews,i1d.bnga-1M1araware,mall--plywM 404,except MalaMe approach fs 1o11re Immdie°o1Ne comporVnent tlow. M E Emxgmry c-wN,includng Me emxg-ryeleml,snail ba groupatl al Meb-oro pMe panel. m dearance ween Me dowsitledllb,pl D. dna any qtr Illd naked bB 42 in�T111065 mm)mnuD T 1lin shell-Set-mahgA W Sport outleNUddnNng 1pumainsfw slantlingµWoos mallbe38 inmes(965 mm)minmum ane 43 inures(1090 mm)maxi unn.love Nafw'm _ 407.4.]Deaig-m and lnaiutvrs If Car Conools floor-ground. rtes 1. arlSM easrnntm m be3aernmx111 enrol lerin+nnaan4mnNa+thevandosx.wlnrewwgwwxaen nmpnmita lvwuar3a reg�Ic-omm�P�ng weM1 deN.2.7 mall be pacetl on IoM atlas pf Me door near MelmcM1.TUlm cwrmanmxn D.smllnII awing Into Om ndnlnwm Dasignafions Ind.rdof car controls mall comply witty 407.6.7. 603 TUM(entl.-ing Rooms r«Ats mmlniwmin•Uemmemua+darxrssm rtmre>4astw rode wnxda!n .2.9 Grab Bars V�V)/' EAC 604 EPTION:In eusOng elevalds,wfiere a new car apxatlng panel cwnpyng w1M 407.0.1 N provitletl,existing car operming panels,nq-I rte .8 roquinad io comply..4.11. 6031G I mvmpmrmW WAwgraqurx laphcannobbFel`vaMesr°trI°rarra^aPpn°"rMr°"n'e+z"'t^tl+e trw'°n°r me esu iraoox.Mm Grab ban shall complywBh 609.A Iitlem�Al grab bar compyirg wiM 604.5.1 mall le pmvnded°n IoM sides°!Me-mnN w 407.4.].1 Buttons Tdlet and bathing rooms man comply with 503. IIx rerPmmrmaampwrAM mm spsw wBmmmepelade btMmles w. U 0 ml 501.6.3 Coal Hocks and Shdves Car conboldm°ru mall-ply .4..1. Coat nooks shoe be faceted wiMn on ed Meread+sanges spetifie°in 30E.5°dves shall be h d401ntltes(1015 mm)minium and 48 incnes m lwnh 40] ] 603.2 Oleamnces ]6 min (1220 mm)maximum above Me finisn flaw. U a 40].4.].1.1 Type CN....s shall cwnply wiM s03.2. 21111 sw ' t2 mil �! C-trd bottom shallbe itlentified by la le charaders compyinq wiM 103.2. 503.21 Tuning Space p` - beg]Widxw Eiii `l m 401.4.7.1.2 Locall- Turning spcecanpypng wiN 304 mall be wondetl..,X Me room. e e 17 Rases memdw-tltrailly OesgnMions shall he placed immMiatalylo Ma Im al Me c-trPl bull-lo wNm Me designation apply. sn>IIGrM sbllrypw Ute w.e ru+Brypewwn ere mm 1rclses(aso mnlnu.munalave Mehwn Ba°r wpwM.urxwb9�Yi be II raxuhes 1345 mm) EXCEPTION:Wnele space°n an exidl camp-.g panel preclubN ldNe Tl1°Me1.If Ne mentos,mwkngs snail be paces as near 6032.20veriap ♦• meawr[d hem eraurx lawdMe urN rlmmare ba[s°rinefinurt E,Me cmlml as possible. Requiretl P-11-seams,dearanm It fixtures,and tuning space1 rte perminee to ov,xMp. n 603.2.3 Door Swing YaeglBr P..�- y .� 9 pobre shall nm smog into Me dear OPor spern wdeennce requ've0 fes any fixWre.Doore mall bepmnlned to swing inm Me requiretl laming spacl yap t .1 elm a.1y S EXCEPTIONS: Dods m a Idkt room or baMing rcom for a single pccupent a-essetl onlymrmgh a pmate once and not Iw cpmmon use or public use snail be Li pmini`�WnImmu e tlogr I—.d-rs mal be p-Id to swing into Me clearfl-r space or dein-P.required far anyfixmro. AFARwN46BAewtwATFaamFist%17 //�� J /�803.23 purr Ewing E.-A.1.AlMeOme Medtcls Escaped,and ifMe cow swing is reverse.in Ne/afore,Ma door mum604. usono0_/\Ow 1lngcannotretluce Me regniretl witlN den attesside mule.Nso,avoid violmng oder Wilding Nh XHn shall be nark° I,dwautamadc.Han°°pealed fis m Xs 11Pnropy-D 309,F-Ac-Ids mall be I-ind WMI IIII //•�`- J 6033 Mienmdo°es wM1en Me clow s+xng is revarsee. h dike ova el clop(except in ambulalPry accessible compnmems-m plying wiED 501...2. O) (b) Minors lemree above lavamnes or counlenops nM1all be nwallaO wiN Ne Dptom edgepMe reflecting surface 40 indng(1015 mm7 maumum above Adnsvry 6046 Flusn C-vats.Dpl Pilg valves.rel 0dlredly dehna Nemlletseal,flush verlves and related Plwnbinq ran cease injury or -a hlltsp t" tWll�+pw SCA E: v Ne finish Ooor orgrountl.Minors Hol located above lavaloneswmuntepops snag be installed x3xa Me bonwn edge of the reeecOng suTace 357-lees imbaance when apenm learn bad against Mem.To prevent rousing 1.l ,X'HA,I ce,Me pumdng ran be l-mea ronin walls wen Me lid.M RewEeml DRAWN aY:WR$1MWi Mli NY C (890 enrol maximum above Me finisn floorwd Me lnllel;ail approved by Me coral auMonty havingjwsaic'Jen,provide.(diel seat Ed. 9nou^ a PROTECT NO:2622-752 c ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES PLUMBING ELEMENTS&FACILITIES """°� '° °°"'�""" SPECIAL ROOMS, SPACES& ELEMENTS ARCHITECTS*ENGINEERS .,oprnrb,er[onp+m"rinvw Mabe p..mre.de baaw.a.N,.-f dbdI Fm.mer.,ipxmb...my.Grww,arw soar ew.4 Padconacab Bare Grab bars shall ba Nslalea in a h.riz.ml pram..a1 inures(&0 mm)midmbm antl 36 manes 19f 5 mm)maximum above the fimsn fixe measured 26560 AGOURA ROAD,SUITE 106 ymv.rdaxrwax,YL4ab bnssx+s be naYkaE pRlres ft5.mm;maumum.ban agaem.ala m Vm lop of Van gapgm surface,excep Ural atwaler dozers Ix aMltlren's use[amgyirg ndN 604.9,gnb bars shell oe insmll.in a hor¢mNl p.d.18In-,1455 mm)mNlmum andninahaa 1685 mm)madmdn shove Ne erwn nom measar ammo rop lure gapping..-The egt Gem. CALFBASAS,CA 91302 605.3 Claar Flbbr Space 6 melt 6 tB■X hvi ht d N.IPwm deb bar on the backwall m a haNmb dial c 60]4.1.1 a 60].4.2.1. 310.670.9144 w41.s�5h¢pa¢,COm Ad earfl..r ugrmntl space complying wiN 305 pxNoned I.rlbrnaM approach agall be povitl.. g .curly wM BOLI Scope Mews. 609.5 Salem HazaNs The pavia.s d Chapter 0 shall apply when,required by Chaper 2 orwbere relaraxetl by a requirement in this code. 605.4 Flush D.traS ,00 '� Advisory 801.1 Scope.FadMez mooed by diene repulemmm are also wbjecl to Ore requirements d Ne ONadrapRrs.Fa example,806 Flush mettle shallbe trend ops..o,eWomatic.He.apereted flusM1 controls ihal mmpy with 309. 1'� a ��W� GraU oars and my way ar oNer swfaces adpcent to graE Oars shall Ee freed sheP oratr sive elemenh and droll M1ave rounded edges. edDNh..guea sintrensi¢ntlodging fad-,while 802 wbdaibs NetechIal sped6ca-h-dinings�la ld ell A Inba, t(W91.9 facility - cemm wce 606 Lavabdes antl Sinks = 609.fi Fillings mxbadares sura.,Ne reaammrmud comply w N,,,i1Wd1 in alb chap-E.W as Nose app-- la urn m dining sur aces. _ s.radmarn marasaa 61010 skis Grab bars lhall hill-1.abbi l..II. 802 Wheachl,Spaces,-p-i..Sews,and-Wabad..I.Sam. Mi, .n.,sinks shallcdnply,h,808. IF WBY 1Fa ...]Vaal.. 802.1 Whewchair Spaces Advisory 606.1 General.dsmp antl mwa dispmsem arepwid..Nay must be lbcN.svNgn Ore reacM1 ranges spedfi.hr 308.Lmam soap and Grab bars sM1all be insmged in anymanna Nat pmvdesagapping sudacealhe spedfi.Ibcai.s and Nal does na[dzbuct Ne required deerOmr Wheel.ai.,Ex ihaldamply wdh N2.1. Ibwel dlspmsen so Nat Ney ereconv.nleMy usable bye personaNe amess0le levaldy space. E OF Ftp' 606.2 Clear Flmr Spaca 1ffI11L YYBB 609 B SNrddar SVmg[n 802.1.,Floor a Ground Sudaca 9 A dear film space mmgying r alb,305,plababad ld alOrnuN appmad.-kme and toe da-111 mmplYih9 vdN 3%s hall be prwitletl. BWRFe00.3J Allowadle emeses shag nal be excelled for ural.ata used xNenavmimlmn.zmwfome d250 pounds 11112 NJis appged Many point on Ne The Roo,.rgre.tl Surface dwfieacheir spaces NwlmmpyndN302.CM1mges in level are ml pemm.. { A.S' gm bur,fastener,mounbrg tlwi...1 suPpnbtbrg suucNre. EXCEPTION:Slopes nd nt.w Nan 1:48 Wal W permitted. I EXCEPTIONS: awaalwpmuTaRaATERwixTYRFSxOwFaT -2- A v,l2- I l A�magw apprmm ommlyim wAh 305.a1 be pa Inhad m a Hmhm Wk.In A apace where A cook top m 111-Abel range is nor Weeded,and Io AR 1 I. ban. fico sesta A lavatory n s mile)mom or-cog fapity ld a singe occupant a 1`116 only Nmhgh a private office e.nd cur comm.use m public use shall 60EA sews �svyenwFur�fospae we'+Fe 36:.M Hrsmm)m0e nwnwm mxrenm,Nxera wnVm rrov+rewoNsa.ndr.bwrM swrrWaa 3iwheslsnmv nal6e regbir.to prbvld....antl(.¢d....N.cdnplying-306. A.6d,Nn.Nalding sea shall be fl.uIWI N bander type zhuwer mmp-b MI.A talddq sea shall be provided N mlH.type showers required 6101 General In-d-I dwwmg units.d-lbyshall he permhad under lavw.es and khMan sinks prwitletl Nal el of Ne fdaanng can Mg dme meL In bansient lodging gnaw codes wiN mbbilay ream¢,comgNn9 MN 806.2.Salt55M1a1 comply wiN 610. S-1b bahtuh,and shower IMIW,bnenla IN..mmpy wOh 610. /. [adneby can.removed wgh.,removal.r,egacem If da,fixture; 36I11Y1 �dh cWffREO ARC�Y ha finish door 1-1 antler the cabimby:and EXCEPTION:In residangal dwaling mgrs,saws shall nm be,equlretl In Vanzf,rypa s 11 comparbnenL provide Net remmrcemem las hem 610.2 Bwhmb Seats ave ; Mq } L inslslIld In all so es to pemil-Installd.,d seam cbmgying war 803.4. The top.I belM1lub seam shall be 17 intoes I-mm F wads behind and surtbuntling the cabinetryare RnHhed. )minimae and l9 indre51485 mm)maximan above Ne b.-bb -Th, da mcuLY IDA Ora removable imtub seal shall De 15 Nchn(380 mm)mYrimum and 16 Ndres(405 mm)maxpnum.Tire seal shall he capable d.euve q ( Txrs nEw xas ea[x EtECTPO irGNED A lgr..cmarencedTWinNes 1610 mm)mirrinum above Nefinish fl..rorgrountl shall III-at lavetwies and sinks used pdmaRly by chl0,m fi095 Cbnv.b PemaneM seetsaNe Oeatl end 0l Ne oeNtub snallbe r5iranes(3B0 mm)d.p minimum end shall extent from Ne beck oval todbey.d Ne - - --- -----� sONETHE DATE 61hrou9M1 12 years where Ne rim or taunter surtaceY 3l Nches 1785 mm)maximum above Ne finlsM1 flodaground. Conbdz,faucets,and shower rYs Aral mm 309A. oWu edge 1 1 I I SIDIN nwESTRYP sxpwEd'W aOrt9rtal A pwala app,ceMcomplying wiN 305 sM1a1 be pemittad mlavat.es and s'orbs x.pdmapyby Uidtlren 5 years and yam9er. sprayu ply ndN lure baNwb. (J'l` r SrGnaNlIE PmN1ED CUPIE the dip d Ne overflow al.nM be consitlemd it detnmining knee and toe DAINI.5. I �M� 1 I��'n j I SEACLEDEatiD1HExGxoN�[Ws eFmvEFIaFlEO No 11,Nan ons band la 11hi-salt shell b.requad m provide knee sad lbe clearance complying-306. 606.5.1 Transfer Type Shower Comparhn.ls •w I, 1 i I r. I j YY f I bra arae ILELTedalGIATU, In bandwlype slaaaa, myl-nal.61GWWI.fabceh,and shows sprayunit shall ba indalledon NesidewalIW,plI4abm seal 38indwz(9fi5 ].1Ymrmau5wb I� '1 Ir I 6664 F...as mm)mdnunum a nd4Binch¢s(1220mml mardmum a ve eshowmflmr and shad beloraled.lb.1-nl 1111151,11,¢1(360 mm)mad.- tce I •I _ cWhds fur faucets shall comply wiN 309.Hand-.paw.maedng faucets shall remain open la l0 sec.tls minimum. hove Ne remeNne aNe seatmwatl dm shbwaapanNA.N mxegedanuxguix rea[N>.be�r:nateslN mm;mamxmamrrmhua wise r5+vuslaeowvnl•Manan wdlFnnesdTS mmrnuwmni aam-- 1 1 1 i 1 Diyn4A]elgned by xat lMsdeaYrdtlesen9fw oe t'hv'1kes DBmmf ma.xmh.m tle wPrrn wove I M_Renepphrd 606.5 Ery dPip.n-E.... pIX iqY 4 DN,C94,S' Wa:ersupply and drernppes underlavamaes and sinks shall belasulwed aoNemiae mnfig-d toprdactagainst-lad.There shall hen.-an M IX C IX 1516 (■) tN) William R 5badplMtl O.6M1aT�Ipd Pae.mm, br abreave Wad.,santl.,1-t.rin and sinks. reRN Apeamxrcprrwarnaernstlemamh.l>xrsaNihaau TrryumssiaaxwlraaearemeIIwhu.dXwn4dw v. -eta gg E fi ■b101011Q006 11101pBCM gvodaW,CN=Wlli+m +oT.e M11ver Ron.w6ne asemwpwdN,Nermadctauas,xmamwr aprry uw xrwtr maAm m prebacvw,l.wl+saaLromesea:ova r4aV.be ,C aKORaattl R SneppFke fi0]BaNmbs l]xrtlws166f mmray.vrvin Film 4resranrlr ." OYa:20a805.g3 ■!-'...~- WI01H Rwxaucxwnssa<[SM A>SSYaLYaI1FAf B83ROPB]'OP 6071 General ■. III-shall campy wgh 607. navYarY-sasragneeWF115p9wrCnrp+rawnu ns,xMnereM1nrlx sMxmvabwRova.rM fndiver Mane apctlspamrr4Hasa w ll m 60].2 Cmerence xw lremaewbdmewrceer w,lvuraanney.rtemy rreemriss. � Clearance in hoer a badlWrs Wall eaand Ne I.gNd-baNNb arm shad be 301ndrea(760 mm)Wda-in-A lavamry mnapi,d abb 606 e+-�nx mlmvmmmwrw eeme4rea 1153Smm 'urmr sn+r'beYsowslf2#mmlaeeFmn.mum.wnrearnveetav poo rrrzmerM shat be pemiY,etl at Ne ctrl antl d Ne dawanca.Where a p-nant seal is Worded a Ne h.d end 4Ne haNRrb,N.tlearenca ahw erdand F sde 2a are 121ncpes 1-mm)minimum da-1 Nu wall at Ne I-and of In.b.- Fj//�NvY OlgcYr � . 2�_meX V at A Pall e pemenartsewaNeheatlEnd d Ne baNlub.raremavable Ndub seat shall be-id..Seals shall comply vriN filo. �� irGURF4101t n--s 607.a Gbh Bars RFRANGOIM$H.WFR SMi .Grebbps/a baNNbs shellcwmly with 609 and shall be provide in accordance wiN 80].4.1 mfi0]A2. _•� �� .��.i =• ., y 5 p.y EXCEPTIONS: pltf f r{`•--','1J Grab bars shall not III required I.by installed a a bathtub Ixwx in a-bg fadity far a single omupant access.only V,d h a pwam.m,I end ews3 L.Lav bbl far cdhm.used public use provided Na refMd 1-has been irtlallW1 in walls and I-W so as byBans(the indall.b.If 9nah bars pl,y -607a. e.n.4N ef.+l srupeas.r su.,h r:exrnme mmmanrwnxdmetma^9x,5ncMn13a0mmrirww�anxa 16 xWesl+Os mmm.v.mur a-M+nr Inrewd.n Idweging antis,9reb ban all ml be,eq,i,d to be ibbaletl in b.bb.ba1-lad in baking1161 ies podded Nar reF�.memem has been NYvf sass ,si M1j)nsL e+r reydme'L'pvoa�dMessw-Iba„rlmcnest3ammrmue mum Fvm lM1ewau.q dye Film eeR WXbe,..Wn 1155 mmlaxmavr'r+rE 15 MFn 'U" in-had n Maus antl Mceted 1.as to permit Neinsla1.0n pgra0 bars complying mh EO].4 P.A.- lea.mml m.m+.w ban--reNdmel sNA bell n0lra p+6.mm)mrcvnari4]3 auhnne..nrmlSBamm;hem demxnsea«ab. I,Iht dr � 607.1 Badd-WW Permenem Salla SiaNOARo eau4x TyrEYrowaR cOYraRiwaxT cbxnnttacATmx mm �� anlY rrreY Fa badd.bsw W-M seats,grab bars shall be p iJ.in ac,,4W,,wad,607.4.1, sal \ I■ B Ad ml fs 4MSl AhmwRmnlyRe snnwrCwRgruRwa -1F -f �-.I pErtx pl Ml<¢tCHN0.5rR[6lx assEMFLy aRFns 608 Stokes C-P.-h. �,��77l.SjI +i.gpearor.wmrwanrsnrs meaoixrds.r+ud6+m.tuw.vrgwetaeVG ablad.1RNeOnbY ew a.-dunaam.-,reDL m.. r �. r, B030ressInAFiltlng.Ind Locka,Rmms 608.1 General sou.vnveasulwpuwrd,tM cawvsc frxaY.Nsfro.sG,AAAA WF.bu 1--1hwn,daammdre tea 2revnesf58ammf �I Sh.wm campaNnenm shad cwnpy vAN E. sr4ew.4 bawdlnesue v sluaheloraNmr•.a Fxt w+n opponle Ore sex 15 rmes13a0 nxnrmsmnum.lenargrL d mererrenMre ord.e.e+r 6-mg.neral Ad-W,BEB.1 G.ersl.3h.wer earls Na am fiOinches 525 mm Ama Ne usab0i labaNraan because Ne wt^Ra seorrw p ttnermxraztxm xtlss,owrsprryureppa yvrpalree mdx sM Molt r,mxunommetmgxrmevemry Aresgong.fiNnge Eb.I PWEbm.and comply-803. (t )w,Band M1ave no cu ylnuense ry � � ry603.1 Generale ParElians antl tlmn shmm be tleagnetl to ensure peope usingaceeasdle dressing and Turing rooms pnvacyequivaleM lb shown area provides addki..l maneuvering space. 1616 7A R•aR Nnagartl.oNer users lure latllaty.Secd.9035 rmuir.s dressky room bendy seats to be sneered sb Nat Ney are at Ne same haghtasa Lr. � `" lypica w1,eele1,aaseat l]indres130 mmJto l9 inches(4�5 mm).HoweveI,wheelchar seats can be rowan Nan dressing peope 6082 S.and Geaances far Showa C-1-W. N) �) dike smNreachilNen nam wfieeldrairs. Adantic B. ShOwar M,babb-,had have III-antl d.ar dd complying w4h 608.2 am OYYva MOnr 11aR 803.2 Tu. Space rKDRF aI- Taming spacd e complying wgn 304 shall he pwid.wNrin Ne room. - M ti etaa.25tudue blHn Type SFwar[wrprF.wwa law®sxOwfRSGi 803.3 poor Sriing 1. l mWntyp uwlrrr iO+wFnl160 mm)wae nervnur pail M1U5»mrytlaepm.mmtlev.Meb+rrsrmrnmrnuaarrery purrs shall not awing Neo Ne rode unlessadeazgo.,a9rauntl spam complying wiN 3053hprovidetloeyond me arcdNe dmrswing. Atlantic Beach Country Club poled WwYf uw:all snwiF,ve a 60MixMslr S]5 mmiwderv'mr+eaarYur lhelace MtheYewe.<wrcr.rrna +w W Ada Bmdre. Phase 1 ,ran stp jacgR A bench canplying WM 903 shat be provided xiNin Ne room. «�+ I+ara nmaw. de c Construction Documents I bBCk WHB azeaepddN n+xrdxtlrM+n l+maer.arpnmem,isNew+i;u:'�dn.�,.m+v woatlfxwnm Necamrds.ora ure.eam0fiuv 803.5 Coal Ho.ks and 51,elves ■.�■ bxkwwm+p.nM'n3kwFasRamadNemmwmurterwy.veereass+lwpwtlNnanw.�vuraHa yoez•marcunpxnrenaxdYs be,MSnl CmlhookzprovnmN.a room shat be lomtedwiNin bnela,e reaMmges spedfietl in 3085he1v¢s shag De 40 indrez(1015 mm)minknum 16005eWa Marina263 _ �--. � - �' �,y ,p..arwbr r,adw aetxmwwll,PP,sTeer.wdwlL,taaw axone Famdre,gaad smeww,e.p.imwnninRmdr�os mml='1n.m,:Pnon.mmay.a, antl 4e Ndr.a nem.mel maxlml.n aborta tnafldan naardgrdma Atlantic Beach,FL 322333 `��J_�-+�'ff bnwrr=rPa+l:d.w:.dneleam.nextMaFam mab.dwdra+PSR ..Faln"nuarm.ronrP,nmara.�l.y lkrwmN.aawt.r.a b.,;erm.11.3oman �_ _ Mea 1C ;� m.wrwm xw ls.rcre:c.Lsa.alm.wnenam.meewmm,.:w' sfaaln.r•ra.y.mal.a wfi,e e.z REVISION la as BUILT-IN ELEMENTS NO. - DESCRIPTION Ia y 1 112-02-22'8p PRICING E, 0" G 901 Gene. 3 33023 90%CD I Y6uRadaasa 52123 PERMIT SET ______D uTa,sATEwdtp TTRa51m5[awWA111YFMCONfRx L.Gnpx �If1061111f61■ '$� 901.1 Scope 80 606.6 Shower Spray Unil and Walar 611 ' CVI11pBNTrftl11 Thelxonsiox of Cnaqu9share appy where required by Cha0e12 1-1 nlRrmceO byereadremanlin Nis code. Ash..arspaydig wgM1a1,ose 59 infirm(1500 man)Img minimum Nat can be used boN as aRxe6pbsiE.ah.wm1,e.and asahendhatl 6 J' 1 sh.wer-llbe_.dad.Theshowrer spray unit shall have an.NoR comolwgh anbmpasigve shut-oR.lfanatllusN6lehdght shuwmhe.Dna (■) (b) 902 Dinag Surfaces and WOM Surfaces �r��y,■� P pYM6� varrEcal I.,iz usetl.Ne bar shad be install.so as nM to Wah-Ne me dgab bars.Slrmver spray units sb.deliver warm lF.al b 120-F(.vC) m. C 9021 Ganerel - preoRE®eu mawmum. amuRa6f.l Gmbrg sWems and wdk surtacez shat[bmplY ndN 9022 and 902.3. STAxbYlO0.oLL4N1vrE sx.vrtRcpurAarYU,1 YUAxo¢Ovwxcs EXCEPTION:A fuel show.(lead lora(.a140 inches n220 mm)madman above Ne agawerfnisM1 floorsM1all be Wean Med instead da haW-natl spay unitin bbar. EXC Asory 608B ShowerSpUnitamWamrEPTION:pining surfaces antl wdk 5urtacas fd mimren's use shall be pemiRetlfo comply was 902.4. Advisory 902.1 Gmarel.Dining surfaces mclW e,d4 are hill limi;ad to.bars,tales,mncM1 cmnters,antl bmNs.Examgea dMurk wrtaces Ntlbtla a3.xM,]Wmm,wlOe mwmum pan Mrn535mm1H■mwmumdar'sncesNrbepweeeaelm'lroangen ra:eo.r'.essuwr unpurrrrz•n .quivalentto fixed"...heeds. ,Rec+rrpensyY ntin9 surtaces.slu.y rarrers.wdem landwmy sradans.baby cYrangrng antl otherlablesdfixWres for penmel grmming toupet c.umers,and rtr weds ururrkJn+errtuaee2'rxlrueslF mm)rM.vrwnanofnehod eye,5rnnez eTlOmrrmrnNmumaM l6v�tr.es r,OSmm'rvunum Foe dye wlrYeeoymed by Ne ABA scogn9 Provisions,ernPloYee work sls4ans. Ganannnaa 608.]Thaandtls 11,b 9022 Cmar Flmr m GrdN4 hvrmrymrpl.ywa sem be wvmwaa m��nexnpse mmi'we mmnxnnlr.epmsd.usxeprm4e.lMpnrHantlrahc!nre pds in mlLin type sM1ower mmparbnen6 sM1all be l2 indr(,3mm)high maximum In ado MWd,,IAN303.bdb ,WI,,d.sM1ower ss%"M'n'+°ce+aY°rlM+x[Yls be r'r;rprssllammlmurmunhem dre,tlratwxws. Space hrraueadxRumrnemnrmz u,werepnau.elmmeswdNe Mraedaq+saxmNie brewer xm. MiNA an1.,Nredrdtls 1M.1h(13 mm)high nidmbm had be beveled,rm.etl,or veNcal. A cleard. space compying wiN 305 p0s0im.Idaforward approach shall he provide.Kneeandfce Gearenm adngyin9 wiN 308 shallW EXCEPT ION.A Oaeshald2inches 51 mm bI h.1"bab.hal be M.in bab-,I huwucmn NneMsin axis. IaalNes whore illip" Previded. au3s AHmna R.OM type 5lwwr<anparuvnw pmvlslon da 112 Fch(t3mm)high NresM1oltl woW0 G5mrb Na slmtlurd ranbrcemant.f Vresflbor slab. m 1 �� ■ -3 H.IIM vrornr.'P+dax'rua'rd be rnrMs mm).uq mumumtlermsdedmmm>mer"urtnn cinch wens of Thelopdtlrrun sg surfaces antl wdk enlaces shall oe ZB inches(]10 mm)mivnum and 341nchas(865 mm)maamum 36mnn"I-I dash lg0525 608.8 Showa Entlwmes above Ne finisM1 Ooor or ■)!�' grpjQ1d fauc ' oppavrq aTaeh195mmlrweemnnexnmtrysN'be pnaee.xmre.dNe Mgsdedmemmpnmen. Endomres far chow¢rmmpedmems shall nor bbabud cbMds, as,andsh.-MyunibDans .rabs. lerhomwM1eHtlrairs mloshower ■ sews 116■A■■■■■1 902A Dining SWacns and WW,-aa.a for Children`s Use W'8N Attessible dining sudacp and wont s.rtaces fw chiltlren's use shall comply wiN 902.4. 609 Grab Bars EXCEPTION:Dining sIf...antl Mak wrf-A-are bald pdmedly by W,Idren 5 years and yabnger shall not b.req-m cdnply Al 902.4 beck m■■ where a dear flow I,h-A space cunprying-305 pla-Ed faro pale,P--I.pm,w.. 6IG 1 Ganerel 2�Illtix w 902.4.1 Clear Fl.a or GNY.Space G.hers In ldla F,dla..and banimfadlides shat comply w 609. -- earflmrspace cdnplying wiN 305 posgi..fpfawartl epprxNshall be pwitl..lcne¢and roe tlearanm complying MIN 306 smllbe N Acl fi7-w- 609.2 Cross SerWm prevdetl,excepl Nd knee dearence 24 indres 1810 mml minimum solve the finishflow d ground shag Da pemiged. F1116■ Grab ban shall have A cross sato.complying w•iN 60921 or 6092.2. alaousl.al 1reMBY■1 RxrAxcOuusxpwallsur 902.4.2 Haight AgM ----i fi09.2.1 Grmlar Cmss Sadion The taps d lades and counters shell he 26 inches(660 mm)minimum n,0 30 inches(]fid mm)maximum above Ne gnisn god or gmuntl. n circular cross sans-.shad nave an.-id.damaa l 1114ihches(32 mm)m1,1,=antl 2 in-(51 mm)m mum.w++�11�arc� 1� ex rgedan LalWwse+r mlhM]'rnarrheslN mm)mawumsN ran Fmrenpr lS xMrsl9sG mml�wnnrrmala,neezlms mmrma+,mxr M1wn de 903 BWn 1L� rearageame'L'parh.ndtlwseaaWlbef'rr Hies fla nxnf mamx+mhom.NewwwedwhwnegeuraAbe„HMI9s5 mm4rdiwrxuna. r YY�FeF�r�wax.as- Gbb__mr6aW.lus+mmssrav Fxe,zmn- ..-. -- _. ..- 15H(nl3Wmm mu:nwt hove pewit.tFeemdtle't'9uYx]S,mhs6b.mm1"anm'umon 23.whs rnenumssRmmnlromure mamzerlei. 903.1G.era w ches sh �arY+,aR�aWn ewawsf1IDmm mrrarasrn BenallcMply w 903. ■ 903.2 Clear Flom or Gmuntl Space _, unRNA1F Rtxa4N 1YrE5xuwaltcnupAmu1rrt 50 old[s[eaAxcs � �^ %, Clear flod 0r 9rourq space mmgying wM]05 shat be al..and shell be poslli.etl el Ne ell of Ne bendy seal and parellel to Ne ah.axis d } r_• r r 903.3 size 5 J_ YW � ^} rLr Benches snap nwaseata Natare 42 Nares IlD6 mmfl.e mmimdm dna zo Ncnes(slomm)tle.p mih.bm and zs irrdres 1610 mml deep inn- Grab banshagcomply Milk la and zM1efl be final, NaccoNmce wNr fi0B.3.Whme mWOpk grab bars are us.,requiretl hmzPTml gmb bars !_ T1 y� l/l�1 scall oe insmll.a endure neignl above Nefiash Rod. j' �p16 NASuITdm vJ l\\ l.��f "Ti- 9.w p.waeeb aura,beamuamamt axe zupponwrr ee e2 kvnesp.aSrmmlHgmn:mmrW srwr e.rendFmnawn2,urreslsl A/T EXCEPTIOrvS: -� `-.rf--� mm)mamnraewellrssa wile a�rema e/! Grab bars shall ndial...iredmbe Wslaletl Nashower locaetl inabaNng laciwy fdasingle ocmpaM access..ly Nrmgnapavale oMce,and �) (b) pwa18 Mx5:455 mmlmiwwmaeuxmesear lurtru.artliswOan Web]'•;cafes l6dmmlmaxvrunfmmtrc rex w np mr eanmon use or public use Provided Nat remlormmam has nem krstallatlNwells antllb[at.ail as to pemMthe insmgali.dgreb bars as dlllYO Yom w•a■ egedNexx measuN rvrwonWFr .mpladm 11Or E 11,19 N) roi H6URFs1.31 U In resitlen4eltlwelling units.Scab bars shall mloe required mDe Nstalled in showers 1.cal.in baMingfa[iWes provided Nat reidacemmt hoz been B6uR[amss A4vlorY9a3.4 aux vapperei.snnrnvx,aenrrFm drebetdLmetle prevmg O+Fnr'zmarur+aycemmbre xrcn.outrdmtMxnbw..n U Insall.in wall and Add.so as tb Pamir Ne ib-IlA.a grab hers-00bd with fi08 3. t sxArEa sxowaauAt 6W aARxOx[IRM.1Reabzf S4C,1ox pro.e4.II+b bxs umd.omutt banslerm Ne berch Q - -32 Srarr4+NReINniywdlwx�Cunpxvaew nvazpuN■ prwee4nzWweroanlryegrwnrunp,r[menu IIpbrsfnW pegwrxbonlne b+.rw5erredreaM WlaPpexe tM un GrW Fen9W ror fhe spdhetwmlhewl rWtle Pw n+'zNatrt'l,ndreslBmml lire rporebelwen� 810.43hudurel 3tren9N x porerd aSve Nesen.vhrarea artnlwl Pdvw+l�e+rrOaro Nnr19r T4wwc.mWarinRl.IIwbxsfW bew+'4r.mn.eewm.Gras Fa.aawntr Ne IIabbxrd Woes(.lleOjesb bebwa.xde eMsshagbe f'raiwFn Allawade strassars s1,al notbe exce..fa materiels used w1,maveNolahwvanal lance d250 Pmnds 11112 N)is.pied et anypolm on Ne '�� avwa464wnm(tabmmr mann.n M1mn agmwuwM m avNn�.mi.iRpaeberannareIIwbx xw Poesarlsgeats+od+.aW ae t2rrMx11305 mmlrrxferRxn. seat,fastener,mmnOn9 device,usupp.tin9 swdure. A A nae mpkwBane /: IX[lrll0lkTxswahueendx IIwbxsawar.wermmcla9w.er RtnrV.atloderYbbwsaFwe9e.:sell'rr•ltNr.ee 1'r:,rches136 mmdmnnueri Fig �� M . �• r4 b■ck�ll II��II car _ 1 aldl {1 pl _ 1W 9 . 6 �4 Ir■1 W E., ■ �. aElxxwaRlXs..roar �) i 0-A0.14 te■1101m rr m1Ml r 903.5 Heigh The lap dare bencM1 seal surface shall he 17 indres(430 mmd minimae and 19 indres(485 mm)madmum above Ne firirah flow a ground. 903.6 Evan..5benghSCALE: Isse eRu aARs raasraxpwm Rpuax Trpl Yaowe6 ®� Al-ld a.e .111.b.exceed.far mambas bs.wmenavamml.rhoin.ta mane dz50 pm.anllz N)i.apps.atanr poi..Na DRAWNBY:WRSIM 11,01MY sa,fastener,mm.ng device,m supporting-d- syAaNG v 6.we vas PROJECT NO.:2072-352 ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES BUILT-IN ELEMENTS Ia6e.2s.2 any ARCHITECTS+ENGINEERS me dsv iw env comp core connecting ele.dae play compmmh shall be 12]nines(305 mm)maximum. 26569 AGOURA ROAD,SUITE 196 903.7 WN LocaOms 1008.2.5.9--ft CALABASAS,CA 91302 WhEhE install In wN INInom.Me zunace dbe sed shitbe slip rloi and shatred xcum water. Where required on lamps serving play cwnporemz,be M1m@a11B shell comply Eton 505 except rima.?by(006.3.53. 310.670.9144 wil.s@shop-ae.cpm 901 Check-Om Aisles antl Eales and Servke Cowden ExGEPTION3: nwsz.z Handrails s red be required on mops I-—-in grdmd level use tones. gOf.f Genaral Ha ealensi--hal not be requires. Checkout aisles and sales ontl service cameo shall c.npy arson me apkrade requirements d904. n•ronro nom OOB.2.5.3.t Handrail Grgpin9 Solaces s ra:.wmcrs•auazPa 904.2 Approach Hantraiig.Whog hoohswithaci,atrcross section shillhavean E b.nediameterd0.95 inclgw,on minimum arw T55 inches t]9mm) Allpw0msofcountessrmuiretlw complyrb,904 eM1a.MIocetM aGEderttwawalking euchrecgmgyingwm 403. maximum.WTae me shape come ypping sudace is hon-circular,the nantlrail shall Drwide an equivalent grygng carfare. Advisory 904.2 P.pproach.H e cash regiate,t prwibes et be styes a service ramler,locate my accessible c.sdw rime 1p IM1e trek regidar u bat o person usin9awhemchair is visile rosdes wsenice parvo ens wminimae be reacn b,a person with atliaaNliy. t 00111.5.3.2 Hendail HNgllt 904.3 CheO Aisles Tree top of hantra0 gripping awlacas snail be 2D inches(51D mm)min-nn End 28 in-B[/10 mm)maximum above M°ramE p sudam. loE op O Creech-out aisles sM1eB mmplywib 909.3. 1008.2.6 Grountl Surfaces F 3 9 Ground s 10082 onaccessible G.- clearflowargrou dspac ming-116 Mli.dy W-.10 61 O 904.3.1 lisle Adis 1008.T,. ipE tl Sudams.Genu ool n End inspcmd and m it daine0 n M,,U w-,of indinuetl camplimce wim me,dvd F Hales chant cwngywib 403. 1951 stmddd.metyp of sunacemalmal seledetland pay area use levels rill dm amine me hequancy minsptionand mainlxanca activities. I�sl 904.32 Counts( 1008.2.6.1 All-lobty 1�v� AR 11�� The mama sofam Might shallbe 311 incMs(965mm)maximum above mefidsM1 floxwground.metapdbe cwrtsaretlgepMeation shell bet Gmuntl surfaces shill colreply wim A5TMF1951(ncvporaled by relerenm,see'RNerencesS[andaMs'in Cnap1er 11.Gmma surfaces sM1al be C\ m'_;.5 /ry inNes(51 mmf maximum above Me ICD m be mudarsudace m Ne Nsle side d be check-.tl rouniw. inspected aha morn ii.Ed regularly and trequemlyto ensure coif-d compliance vdb ASTM F 1951. f�/ g04.3.a cnexwritine Sudares 1009.2.s.2uaezaea RED ARCa� Where m*Ed,ob-wAng surfaces shallcomply wim 902.3. Ground awls...located within usezones aholl comply wim ASTM F 1292(1999 edki.n ar 2DM edi6on)(inc bid by hinhhh ,see'RNerenced ..hoo.e.n Dhep.11. SO A Soles and Service Cmn[ers C evq nn ozsos quPii�oniE OR'OA 3sies counters andswice counters shahmmgy wim 904.4.1 x904.42.TheaaesaNepmtlan ohne counter lop shall ex(entl Me carne depm as 1"MESTSTAMPSHOWN I11NOADIDITAL mesales "'IoBcwderwp. 1009 Swen-B Pools,-ding Pods,antl Spa CONSIDERED EIGNED ANO EXCEPTION:In eheratims.11,be provisionofd counter complying wit 904.4 wools resullin areductim of me amber d ex.9mamas at 1009.1 G. EIIDTF SICNATPURE MOSTBE VNIREO wok sEtims.e reduc0mdme numbx of existlng mail Duxes,me murgersMO be pxmaledw M1aveapo,tion whltltis 24 orches(610 mm)long Where pavidEd,pod lab.d.ped enin ehamlx waas,tansfa systems.am pool slain shah campy wim 1009. gv.WV EL i6o Co E.. m.n.mum complying win 904.4.1 pmv;ded mal me required Gear floe of ground.is.snared on Me auras_Imgtb more counter. 1009.2 Pod :pMW11 itpi.ed by 904.4.1Pafdld Approach Pod kflz sha11 llmmgy wim 1009.2. ON C OB8happnird A potion cobs canter sudace ba[is 36 inches(915 mm)bog minimwn and 36 intoes(915 mm)nigh maximum above me RnizM1 floorshNl De ON C={F8 pmvldes.Adearfloorwgmund spacecanplymg Egon 305 shallMpmitloned foraparWlNapplwdl etlfecentwNe 36lnch(915mm)minlmum Advisay1W9.2 Pod h.b.mareareavaney of Pa bro,alledeon pmlifls ranging hwlool Id ads wihosebdare prelormadaf=J.Pod lin 19 N'ppidreoae.wm, IenBmd molar, ds idlI azi boll to holargtt populationmpersms,..a,.1 p.-creasemetih.Pod IN sods mat.....mmdesialsm h..d Mmooswn William RSnapphrttl Aiblo plkd ml,ond I,a rmmbelewnh.bwAlM usablebyawider angeaIpeople wim dh,b.T'es.Atl Doo f options cacti as amllezt,heed reds,seal REhpp4CN�Wtliam E%CEPTIOlbWM1n.baprovided oounitt auna[elaless man 36indres(915mm)Iona.me mtia counter sudace shall be 36 inches 1915 mmf high bees,antl leg suppM will Enhawa xcessibl'M1y antl bmmr ac�dnmodde pope wimawiaerangeddisabilibes. REhapplaE meMxun above m-nNEM1 M.. 13NeEOBS.05.23 1009.2.1 Pod tin Location 06EGW:Ol'00' 904.41 FOlwartl Approach Pod G.s-11 b,loceletl where me watarlevd does not exceed¢8 inches(1220 mmf. A potion done canter sudace mat is 30 inches E%CEPTIONS: (]60 mm)Img minimwn aha 36 intoes 1915 mm)tgh maximwn shall be prmidM.l4.ee and tce spb hto OB wib306 ahe0 be provltletl antler the camw.Adex Do.wground spce comgying wiM 305 shall De positioner faafomaM apPfachEme counter, Wherebe�eln0reoarl�m lopceblms are maded,lno morelbon ono aollinaMllb ret 00 etlb Calmat de�e�ulaerea where the v2lx level is 411 indnes m pep provi poo pair 904.5 Food Serv.ce Lines (1220 mm)madmum. Cantere in rood service Imes shall compV wim 901.5. ME,.2 Seat Lacetlm 1 SNISe-B SM1Nves acrd Dispemingn,ibis icedposition,mecemenineco me seats1 he.1b over me deck and 161nches(405 mm)minimum nom me etlaelmepmt.me doth SeI1-service shelves art dispensing devices for tableware,disM1ware,cmdimenls,food and beverages shall comply aMn 311b. suAase ndwem Ue cedMlnedme z°e[and me pod edge shaA haveaslope nm sleeperman 1:411. 904.51 Trey 511- 101]9.2.3 C..Deck Spce The los of Vey slides droll be 28 ninon171D mm)mvdmum and 3a ind.x(B65 mm)max'vnum above an,finish flan or ground. OnMe side comeseal.ppm.-mewater,a dear deck spce shall be pmvided parallel wim an seat.Thesp,,s IK B 36 inches(915 mm)wide Ind aM1all11aa(.nosh 46 indws(1220 mm)lialmll,boon a Bne located 12 indres(305 coon)ohind me rear edge of the seat The char 901.6 Seamy Glazing deck spareshdl have a slope not nue mm 1AB. Where counters ortNierwindows nave secvmy going w aepxaw preonnN ham me public,a memod to fadtde voivc c.mmunica0on shall be provided.Telephone handed devices,HP-Nd.-1 co'nplywN.704.3. 1009.2.4 Seat Heigh The fwighl alone k0 seat shill be-fined to olbw a lop d 16'n-B(405 mm)minbnum 1019 inches(465 mm)maximum measured ham me deG Asvisory 904.6 Eecurily Gwmg.AssisOvelislenirm devbes complying-.a can(a 1-I,vmce canmu-bob d c°udas d IdB,Wind.- no me wp N Me zeal surface w in Me robed(load)pm.hi ere a semrity glazirrg Etch promdx mslo2on in audible Infonn-1.Who,.assistive lislming devices are-oiled,pace signs-plying wiN e m 1009.2.5 Ssat Wldm 70332A to]don*thobo a iAbow dh are eo aqugps.Omer voice communication memods du .bon ere nm limited w.wales.doh.loll, The seal sha0 h-l6 in.-(405 mmf woe minimum mrm9h balflea,intttamz,orl-,ol.ne In-—do-, 1009.2.E Faahest and Amlasls be povlded and Ind move w.h the seat.If p Ided.be BIT—pal bd m 111,the 1-shall he no-lbw.gran Odd sax mbe seat when me seal is m me wised(load)posNm. 1004 Exercise Machinss and Equipment E%CEPPON:Foaresis shell nm he req.ied on pod ants pmvid-d n 04.1 Clear Fw.Space Exertise meMlnes antlequipmem Shall haveaclear Dow space wmgyn9 wiN 305 pmitionedlar Vanzfer.fa use by an individual sealed tree 1009.2.1 Opttatlon wbeelMair.Clearfloca ground spaces regdred al lo-11 maNinx and egoip shitbe IF—to overlap. melift shall be capapemunassisted apea5m]co�Com me Berk end Exec IevNs.ConVds and panting merlmnisms shallMunebsWded then be Ib b in use and shall mmgy wim 309.4. sory 1OW.1 tear Flo.,spas.one sear floc or g..ho Epcet pe Nd to ba sharedM Bre Iwo pieces dexercise equiprantTooptimaAtlantic Beach - apceusa,deaignttsshwldcara Ky cansltlxlay_oph-calf as connectlno mdsdme wyraM cenlx aisle spaces.The pddondba[tear vizay t009.270pxation.Pool llh must Ce cepade dunaaaiate0 pea0on hem boon me deck and wdwl.yds.This wld pefmM1apersmwcall mrspace may varygreatly tlepnding on me use mine equipmml m macnhn b,e o,pI.,lopbvlde access I...hodberpressmedline.dear be poet tint when me pod lift is in me oppsiw pos6ion.ais exhemelympnonl Mrapenan who is swimming slmewbe ape to cell ma pod lG flmr pace reed to me seatw 1d1: appropnEbE o I1owfor Vanden Clear fiewspcefmabexhpressmadnnedesigned for use by x individual �appmi6m so ne Gsha wiR not be drentled in Ue waterfor exwntletl periods mama awaNn9 assbimu.meraqu'v.nenmora pmt bodedna vmeelchair,however,avid most&dy be centered m me-ling mecharicros. lin to bendepmdm.y bo a does not pred-assint ft.b 9provNetl. OC 9.2.6 sagneryed Dpb Atlantic Beach Country Club Tho lint shall he-aned so and me seat will submeme to a water dap.of 16 inches(455 mm)minimum below me sleGmary wafer level. Phase 1 RECREATION FACILITIES 1am.2.9Li0ngCa ly Single person pont ll.s shat have A-,to cep y d 300 ob.-(136 k9)mh..and be-Ino d--hon asutic load d al reed one Construction Documents aha C In.n .-at. .d 1600 Salva Marina Drive Advisory 10092.9 L' ,Capacity.Sho.person Pool Ft mustbecapade of supportinga minims.-a..190a pends It96 kg)and sudainnBa 10%car Femme, dao.lose of lead oh.-.M.inn-the(sten P i1i,sh..Id bI,Mv.Md and mEa[ba needs of ne ppmadon they serve-ding a Atlantic Beach,FL 32233 pad tlh wait a-ghl Capchy greater man 300 pa hOE(136 kg)may be etletede. 1008.1 Gb.o. G.-a.b..ensu comply with lam 1009.3 sloped EnweE REVISION 1006.2 Accessible Rales Slopetl endx shall comgy wit 1009.3. NO. OATS DESCRIPTION Acrossmle canes sarong tang Brauntlz,pre[tice tering grounds,puling graens,mamce p..hE grams,teeing sh8ons al dn,hB ll -B,m s° Pelvis 1009.331opM Engles.Penmal wfieelahNn erM mabilit devlms ma rd baa w.Pdaw farsWmelgi Some ma have -tit,,shEItE,,B.11 car ren El areas,bag dmp areas,and course I-rawnz shall comply w;M ChooE14 arrtlzM1afl be 46 in--(220 mm) de GY Y Y P rg in water. y 1 12-02-22 SO PRICING mmmum.WMre M1andraits are providetl,accxeide rat.chdl be 60 in-1(1525 mm).M.minimum. C....molws,and elechical systemsmal wren subinmdI.Eder may canes damage I.......h.1 mobility dire or wheelchair.con"y 2 2-(0.23 OD PRICING de ma pod w,t,,F,,iding an---1,..do of homalmds no designed(.access 1..Me wderwill Fon- e 3 3J0.23 90Ye CD EXCEPTION:Nandmils spall not be--d on E.c.-Bhandrails are pfovlded on golf courses,be ban-,shell not be required 1. wow ham coma--nand avoid damage n personal wheelmaie.o nobility aide 53323 PERMIT SET comply wim 505. 1009.31 Sloped Fmbies Advisory lo0fi.2 Acceadble Routs.ins 96 inch 11220mm)minimum widen fa MeamessUle valet neassarywmsure pssage magill cor on Sbped enVix cM1N1 cvmgy whM1 ehagar4 exc<p as modified in 1109.3.1 bragM1 1109.3.3. eimerF accessiblerwwa.F..mr passage.Thisisimp°nam n. Enacceecideratis usetliomnneG Me 1car 1oi, no bagolI ExCEPTION:Where alapd ender are F.Aded,b,,nlB es shall nm be required to be slip resident. s,prectice puwng greens,pr.1 -algnE-cows.Ellet rooms,andcourse weatlrersh E. TMs-oro areaswdsde me boundarycome godcoune,bol era areas where an individual using an adapted gull car may tavel.Agdfcar passage may notbesuMMNMfaobtt xcessible 10093.2 SElopedubmesgetl Oe atsi J.be boundary come cane.For example.aon n acceszide come cnod,on emesside p-a spare to be ono- en.lorabemmtlwatlepM m30 inches 1610 mm)minimum and 30 inches(}60 mm)maximum below the stationary wdxlevel.Whxe _ a golf arse Gubhouse is not covese0 by Mis provt. nh on, landings are required hY 405.7,at bast one boding shall he locdes 24 inrJnes(610 mm)minMum antl 30 inches(]60 mm)maximum MIow IM1e Providing agdf cur pssa9e wifl permtlapersm mat usmagm teff.pac0ce dnvhga9od0a0 hum lin same msisco and dance used Ellen atanmarywderlevN. paying hall be gmaiaemegame.Atltl..dy,me space repuiedfwa person using agdl car to antl andmmewel wibin me teeing sttims regdretlwba E%CEPTION:in waning pods,Ne sloped entry art!and,l9z,aprovitled.shNl exwntlw me deepest pndme wading pod. arresalNe srea. t00fi.3 GOM Lar Passages God caf passages shall mmgy mm 1006.3. xm33 NanMNb 1006.3.1 Clear Won, awmfgrtxRvrmrASM.apsepoxdedmowsl4pad 9.ry.thavwJhCesvamrr[prNavNaNsnas be 33nrdralMonrmimimnwnamae The Gmr widen dBOM car Passagx anal)be SB in[hes(1220 mmI minimum. rxnesl5k5 mrnmaxmx,. 1006.32 El.- OEFynmasn Where orbs or ober tamers prevent gill cars Irom ralenng a fairway,openngs 60 inerts(1525 mm)witle minimum shallbe provided al mtervds not w excebiJ etl IE}5 I,yaNs(139 m). t Hxdrdesussas speuDeb q Sm to+dlJ rctEe«pmNx use6emn YrAr.sersnaa sloped coy t0064Weama Shelters ekvux bvPOa°a°brwamwrrexvamrsz tdOm �aTe Adear Boor dgra dspac-60 inches(1525 mm)m.mum by 96 indrm(2440 mm)mwimum shdlbeprovidetl wN.in weama shNlere. ernes f4awaaw�rim uses auaskknvue noarcarza rM 3 51cpe0emrwsnwa6r�peobshaury ce ravknasl w suede M1anbralsaorr.pgar.yweA rpo9.a1 vpWea twrwa0zm alwwaanonn waG+g pwrs 1000 PIaYAreas anaBrax eerepuredre rerrglywana m: nB.l General Pley areae shall ewngy in,1006. a *�Of 110pd.Ilty tO08.2Ac ,l;ible Rome, 33-M AccasslNe camas s hI play areas snail comply'wim Chapl.14 End 10062 and shall bs;N nlnsd to Mse be exceptions in l0GB.2.1-91, e Q 1008.2.3.Whore amesdCle loofas serve g IevN play cwnpo ,,.Me verEcd deaance shall no,80 inches h.ab(2030 mm)minimum. -If 10...2.1 Ground Lean Eievded Play Componems a W Accessible nines serving grans levN play componmh and Nevaletl play canponent zheOMprmNer to use the axcepdmsin 1008.2.1, Q T aCsler BONE: yslems comgnng wim 1008.3 Nall De permined to..mall Nevalad play component exrepl where 20 or more elevates pay componmh �' Whese trmesfx systems anre 5 pertent of Me elevated play component sM1Ell be pesmiped b be connected by Vanzfer systems. provided,an Nevaretl play mmpmed snail De pxmmed io canned to enobe!elevated play canponen[as part m an _ accessible Iowa. F.- IM 2.2 RAMs1008.2.2 Soft Cmmnetl PIEy Sbudures xAl9paun wlswPmwrav m xmssuve comes serving cont comaMed play swcwres md1 ee pmdea museme exception in 1008.2.2. _ry1� E CEPU TION'.Tansler systems c.mgyin9 wvN 1008.3 sM1NI he prmivedm De uses as partmmazmasible route. ) 1000.231, Play Compmmt VJ Accessible rowm serving wafer ploy canpmems shNl be permipe0lo use me exceptions in 10082.3. W E`aE-D"E udace m me accerside rine.Gear flmr or 9raund spces,xtwning apazn saving water par compaerds is suNnemsd,comgiance wit 3(12,403.3,4052,imi antl 10062.6 shall nm be rewired. Trensfessystems cbmpyn9 wim 10063 shallbe permined w mnneG elevated pray ¢ Advisory 1008.2.3 Wale,Play Component.Personal rvMNchNrs and maOilRd devims may nal he apprpnxelw submarging in Eder when using �l play cwnporrents in woor.Some may nave badedes,codas,ens elecVical systems bd when submerged in waver may cause d.q.w Ba personal moailly device ornMeNcha'v may conlaminaw.w wdx.Providn9 an aquatic whedchan mademnon<orrosyE mdedalc antl tledgnas (a sawsion°tree water wv1 prow-mewacxhomcomamihoo.n and avoid tla ,e t°paremal wneelcnam. 10082.4 Clear Widen Ac-ible ramex corn.-Ig play-p-ho,shat provide a clear mod,c.pI,,,win 1006.2.4. 100824.1 Grand Level At ground IevN,In.clear widb of--noin.snill be 601nches(1525 mm)minimum. EXCEPTIONS: In play areas less Man 1000 square feet(93 m2),me dear widb of acre d1d mutes shall he p o,ft E be 44 inches(1 1,mm)minimum,Hat I.—me timing space mmply4n9 wnM1 3013 is provided whxe Ore nsmded acressiCle roma exceetls JO leer(9145 mm)in Imgh,. Th.deer w Bib m accessible comes sM1Ell be permintetl w M 36 incM1es(915 mm)minimum for a tlisimce d fi0 incM1m 0525 mm)madmum pmvided bat mmhge reduced witlM segments are sepaled by segmems and an 60 inUes(1525 mm)wge mntlmum ens 60 inches 11525 mm)Tong r a lNnimum. 0-A0. 15 1.08.2.5 Ramp nh. rea Wn play as,amps-o-9 9-d levo play mmponamz dna ramps omneding elavded pla[an y pmxt ahN-ply y W.).10 .Z.5. 1005.2.5,1 Ground Laval SME: Ramp runs connecting grand IevN play component shall have a rwming slope not steeper mm 1:16. DRAWN BY:WR6lMWfMJ;NY PROJECT NO:2922-352 DOOR SCHEDULE WINDOW SCHEDULE S H E P P H I R D w ASSOCIATES r O1 ARCHITECTS+ENGINEERS 26560AGOURA ROAD,SUITE 106 g fL Z w D p p 2 Z u I y CA1-WSAS,CA 91302 z w O p Z a a y = w u! = O z z O a z 9 310.670.9144 w71.s@shep-ae.com O = Q O z N 0 ❑ W h W W !r Q 2 d F I W N wwcso W K N 2 Q W Q K Z1 Z Ills W Q Q H (9 w Z 0 0 U k F- O O DY3 0 `�' 2 V W Head G J `� W Q - p w K 51 D. D Z = > K > r O x a DC Q O 3 = -Z— g 0 0 O LL 2 O Vi tD W U U y l7 f7 V s.0 - 300 A PRO SHOP 3'-0" B'-0" SWING ALUM TRIPLE 0'-1314" PUSH BAR YES TEMPERED 3DOOR ASSEMBLY (OPERATIONAL W300-10 A FIXED 3'-0° B'-0" B'-0" TEMPERED I Yes Yes CLAD W300-11 A FIXED T-0" 8'-0" 8'-0" TEMPERED Yes Yes 301 PRO SHOP T-0" 7'-0" SWING WD SINGLE 0'-1314" KNOB/LEVER W301-1 W2 HUNG T-0" 5'-0" B'-0" TEMPERED Yes Yes 302 - PRO SHOP T-0" T-0" SWING WD SINGLE 0'-1314" KNOB/LEVER W301-2 W2 HUNG 3'-0" 5--0" B'-0" TEMPERED Yes Yes E of f2ogm 303 B STORAGE 3'-0" B'-0" SWING HM SINGLE 0'-1314" KNOB/LEVER W302 W2 HUNG 3'-0" 5'-0" B'-0" TEMPERED Yes Yes R. 309 SECURE T-0" B'-0" SLIDING WD SINGLE 0'-1112" LOCKING W303-1 W1 HUNG T' 0" 5'-0" B'-0" TEMPERED Yes Yes STORAGE W303-2 W1 HUNG 3'-0" 5'-0" B'-0" TEMPERED Yes Yes a {T 305 K COMMON 3'-0" 8'-0" SWING METAL SINGLE 0'-13/4° KNOBILEVER YES LOUVERED PRIVACY DOOR W/MAGNETIC W303-3 W1 HUNG 3'-0° 5'-0" B'-0' TEMPERED I Yes Yes cT A�I�� LAVATORIES OPENER&REMOTE LOCKING 17 305A - COMMON 2'-10" 8'-0" SWING WD SINGLE 0'-2" KNOB/LEVER LOCKING LOUVERED DOOR rERED PROH\ ., LAVATORIES 305B - COMMON 2'-10" 8'-0" SWING WO SINGLE 0'-2" KNOBILEVER I LOCKING LOUVERED DOOR IDq LAVATORIES 305C - COMMON 2'-10" 8--0" SWING WD SINGLE 0'-2" KNOW/LEVER LOCKING LOUVERED DOOR slcrvni E vw rtEDcor�sarwlyolDrcgv LAVATORIES DOCONE'RE rvDT'XIFI T"'EO<ry 305D - COMMON 2'-10" 8'-0" SWING WD SINGLE 0'-2" KNOB/LEVER LOCKING LOUVERED DOOR �q S-ECT(-C COPIES MOsr OE vemPIPO LAVATORIES 306A C STORAGE 4'-6" 8'-0" SWING HM PAIR 0'-13/4" STORAGE B REFRIGERATOR Dwlll°�,°na°jR'�,ppphIim 306B C STORAGE 4'-6" 8--0" SWING HM PAIR 0'-13/4" STORAGE ON c.uaia e�Noo pmeyae.mm. W Iliam R Sh'pphed a-shepprra A3fou�CN=William R ShaPgW 5.2 Daw:�A [k90.4,F W'00' EXTERIOR DOOR ELEVATIONS WINDOW ELEVATIONS 1 0.0.32 0.30 '0.o 30 --------– ------- - I s Adantic Beach _- 0.0.30 171 qp 32� Z I a Atlantic Beach Country Club g0.32 Phase 1 Construction Documents 1600 SENS Marina Drive Atlantic Beach,FL 32233 3 e REVISION 30 0.0.30 N0. DATE DESCRIPTION W 1 2 W 2.2- 3 LING V V L 2 2-10.23 DD PRICING A B C K 3 330.23 90%CD 52323 PERMIT SET STATE 8 LOCAL CODE REQUIREMENTS FOR DOORS-CHECK CODE REFERENCES A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED B.EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES(54 IUX). C.INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER INSTRUCTIONS AND SECTION 2702.1013.5 MOTORIZED SHADE SCREEN SCHEDULE D.EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.1013.3 E.EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN.IN CASE OF PRIMARY POWER LOSS.101 3.6.3 d U) F.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL w w KNOWLEDGE OR EFFORT.SEE 1010.2 FOR EXCEPTIONS. W x L7 D G.DOOR HANDLES,LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN.34"AND A MAX.48"ABOVE THE Z z FINISHED FLOOR Q w a a H.THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. _ O O w Yz I.ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.2. s s o U, 0 ¢ wz J.THE MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE,SHALL RE ILLUMINATED AT ALL TIMES THE BUILDING SPACE O w i s = w p SERVED BY THE MEANS OF EGRESS IS OCCUPIED. ZO 0' 2 N ul N U 306-1 BAR _ 8'-10" 101-0.. 101-01 -7'-0" TBD MIN SHADE OPENING 7'T FOR EGRESS K.THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN i FOOT-CANDLE AT THE WALKING SURFACE F 306-2 BAR e'-10" 10'-0" 10'-0" 7'-0" TBD MIN SHADE OPENING T-T FOR EGRESS -"J 306-3 BAR e'-4" 10'-0" 10'-0" 0'-0" TBD L.THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY.IN THE EVENT OF POWER SUPPLY FAILURE,AN EMERGENCY ELECTRICAL SYSTEM SHALL 0" TBD a 306-5 BAR 10'-0' 10'-0" 0'-D° TBD AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: 306-6 'BAR 8'-4" 10'-0" 10'-0" 0'-D' TBD I.AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS I.CORRIDORS,EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXI75: Z III.EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS w ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. IV.INTERIOR EXIT DISCHARGE ELEMENTS,AS PERMITTED IN SECTION 1028.1,IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. V.EXTERIOR LANDINGS,AS REQUIRED BY SECTION 1010.1.5,FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 0-A0.22 SCALE: DRAWNBY:WRS!WPII JINY PRDJECTNO.:2022-352 c FOR INTERIOR DOORS SEE ID G.L. SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS f` FIBER CEMENT SIDING 26860 AGOURA ROAD,SUITE 108 ACRES VE TAPE OVER METAL CAIABASAS,CA 91302 GAB FLASHINGBMAIL FIN g 310.670.9144 wlll.E@shep-ae.LOm FIBER CEMENT SIDING FIBER CEMENT SIDING VO'MINIMUM GAP,DO NOT SEAL w.,csa FIBER CEMENT SIDING ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL SHINGLE METAL FLASHING ADHESIVE TAPE OVER METAL FLASHING B NAIL FIN FLASHING 8 NAIL FIN FLASHING 8 NAIL FIN MINIMUM- GWB 1l4'MINIMUM OAP.DO NOT SEPL . 1/4'MINIMUM GAP,DO NOT SEAL --� GWB -`� IM'MINIMUM GAP.DO NOT SEAL wr SHINGLE METAL FLASHING SHINGLE MEFAL FLASHING INTERIOR TRIM(SEE Ip) , WOOL HERO TRIAL , !I SHINGLE METAL FLASHING ' ApHE31VETAPE OVER METAL �E DFFTOq IM FLASHING B NAIL FIN W.C.HEAD TR111 B. WOOD HEAD TRW -��-_-_-_ WINDOW METAL FLASHING INTERIOR TRIM(SEE ID)�f' WOOD HEADTRIM J ISY t ADHESIVE TAPE OVER METALADHESIVE TAPE OVER METAL WINDOW JAMB Pfl1 / ADHESIVE TAPE OVER METAL FLASKING B NAIL FIN FLASHING S NAIL FIN JAMB FRAME IBE...) WINDOW NIT(SEE SCNEDULE) 2 FLASHINGBNAILFIN -� orf C�' _ *-_______- --WINDOW METAL FLASKING ------- - -WINpOW METAL FLASKING RED A9 WINDOW METAL FLASHING EEc 0 WINDOW JAMAICA LICENSE NUMBER AR ICSCS IN THE on're INTERIOR TRIM ocu[rrt nB�En?cLonsiRu D[RFn sGrvsO JAMB FRAME(BEYOND) DOOR(SEE SCHEDULE) I OEUECELELTM C COP ES MIIm BE VEaIF E mD �. N ED b.0itaW L' DOOR(SEE SCHEDULE) I DOOR(SEE SCHEDULE) RS,—N,d DOORIBEESCXEOOLEI ON:C.-1 I Mwlp's�CN=William I W Iliam R:4.empM1aO o-snepp ka R S.pp- Oa1z4O2SU.", I aB009G.01'ae' INTERIOR I E%TERIDR INTFJUOR EXTERIOR INTERIOR I EXTERIOR INTERIOR EXTERIOR O DOOR TYPEINDES HEAD 7 DOOR TYPEINCEs HEAD 4 DOOR TYPENBEs HEAD TYPE AZ HEAD 3 3"=1'-D' 3"=1'-0" 3•=1'-0' 3- G.L. G.L. G.L. G.L. I _ COMPOSITE WOOD SHEATHING FIBER CEMENT SIDING --- COMPOSITE WOOD SHEATHING FIBER CEMENT SIDING FIBER CEMENT SIDING COMPOSITE WOOD SXEATHING FIBER CEMENT SIDING COMPOSITE WOOD SHEATHINGSELF ADHESIVE MEMBRANE SELF ADHESIVE MEMBRANE Gwe SEPIANT _. GWB BEALANi GAS SEALANT G- SEP ANT W. (PLASTIC SIMULATED =m'k PSWT(PLASTIC SIMULATED WOOD TRIM) 1N000 TRIMI PSVT(PLASTIC SIMULATED E Psm WOOD TLASTC SIMULATED WOOD TRIM) INTERIDRTRIM(SEE ID) ApHESIV.&NAIL VER METAL WODD T0.1M) FLASHING 8 NNL FIN INTERIOR TRW(SEE ID)) ADHESIVETPPEOVERMETAI- --- - -- 11.111NGBNAll FIN _ _ _ _ ________ SEALANT 1 -------- -------- .00RFRAME FILLET SEALANT BETWEEN SAM FLASHING WRAPTO Atlantic Beach Country Club SEA-ANT DOORFRAME FILLET SEALANTBETWEEN SEL FADXESIVEMEMBRANE INSIDE FACE OF STUD Phase SELF ADHESIVE MEMBRANE 8 DOOR FRAME 8 DOOR FRAME _ Construction Documents I 1600 Selva Manna Drive Atlantic Beach,FL 32233 DOOR(SEE SCHEDULE) REVISION DOOR(SEE SCHEDULE) I NO. DATE DESCRIPTION 1 12-02-22 SO PRICING 2 2-10.23 DD PRICING 3 130.23 90A GD S2&23 P RMIT SET I I I INTERIOR EIITERIOR _ INTERIOR EXTERIOR I INTERIOR EXTERIOR INTERIOR EXTERIOR I � I I I DOOR TYPE D 8 DOOR TYPE C rJ DOOR TYPE 2 TYPE A® 3"-1 0" 3"=1'D" 3"=1'-0" G.L. G.L. G.L. G.L. I INTERIOR XTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR IMERIOR A XTERIOR V)J 1Q W I I � WOODJAMBTRIM(BEYOND) WOOD JAMB TRIM IBEYOND) WOOD JAMB TRIM(BEYOND) PSWi-B TRIM(BEYOND) O CLAD WOOD DOOR 0 (BOTTOM RAIL) Z iDOOR SWEEP OR SIMILAR DOOR SWEEP OR SIMILAR 'Z'SILL PAN 5 PEMKO HALF-SADDLE 06 SEAIFL CONCRETE TNRESHOLO HLFSAODLE I OCOR WG THRESHOLD INTERIOR FLOORING ` ED CDN BACKFILL SILL OVERHAND FLOORING TILE F aWITH DRYPACN GROUT E%TERIORTOPPING SLAB O NI n EMERIOIi TOPPING SLAB Q n . I L } I I I I I 0-A0.30 2 E:3•DOOR TYPE D-SILL 9 DOOR TYPE C-SILL 6 DOOR TYPE B-SILL 3 TYPE A-SILL scAi , o SCALE: INCHES a SCALE: D 1 2 4 INCHES SCALE: a 1NCi SCALE: DRAWNBY:WRSIMWlMJINY c 3..=1,-0., 2 9"=1.O. PROJECT NO:2022-352 3•=1'-0° 3"=1'-O' FOR INTERIOR DOORS SEE ID S H E P P H R D ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS'CA 91302 j 310.670.9144 410®shap-eGam FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT SHINGLE FIBER GEMENT SIDING xss e FIBER CEMENT SIDING am�m ADHESIVE TME OVER METAL ACRES VE TAPE OVER METAL .w;ms-rs•snNX[u FLASHINGS.NAIL FIN FLASHING a NAIL FIN ADHESIVE TAPE OVER METAL AOXESNE TAPE OVER METAL FLASHINGBNAIL FIN LA ` N MINIMUM GAP,DO NOT SE P DO SEAL FLASRINGfl NAIL FIN _avwslrtervO RFP 1 IA'MINIMUM GAP,D GWB lA'MINIMUM GAP,DO NOT SEAL J- --T 1 1/9'MINIMUM GAP.DO NOT SEAL =Y$ I YY SHINGLE METAL FLASHING T SHINGLEMETRLFL45HING GORING DOOR RAILS SHINGLE METAL FLASHING E OP FTO ! SHINGLE METAL FLASHING '➢ 'y` WOOD READ TRIM WOOD HEAD TRIM y COILING DOOR WOOD HEADTRIM T WOODHEADTRIM(SEE ID) qq E +{ INTERIOR TRIM ISEE ID) 1 f , ADHESIVE WEOVERMETAL •. ce ADHESNETME OVER METAL ADHESIVE TAPE OVER METAL y N ..T -1 l FLASHING&NAIL FIN - FLASHING SNAIL FIN FLASHING FIN ApHESNG TAAIL FIN METAL Q _'1 fRFD pAC\+,�ti —3' _� FLASHING 8 NAIL FIN - --—-—-—- - -WINDOW METAL FLASHING -—-WINOOW METALFIASIA NG —_ _—-- —-—-—-—-— - —-WINDOW METAL FLASHING {yf WINDOW META(`LASHING 1 WINDOW JAMB •' J I LCDENSE nuEMBFAA LOA COILING DOOR HOUSING ITAL BOXGNALIS DO x1 ARE NOT CON43E�O SIGNED AND EA EDD AND THE SIGNATIm_-MUST BE IMF ED 1 ON BU,M"lc cOxe JAMB FRAME(BEYOND) TRANSOM ISEE SCHEDULE) I DHIA§'si9aetl bT DOOR ISEE SCHEDULE) DOOR ISEE SCHEDULE) :ON: C-US R Sneppnira _ s�DePnY.aam. wlnBm R vlt,ph,eo-sner, h ELHIP— .Willem DRc E(QS..23 09,98,03 W'DD' INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Q DOOR TYPE G— E 7 DOOR TYHEAD 4 DOOR TYHEAD 1 DOOR TYHEAD 3"=V-13" 3"=1,-0, g"_1 3-=1'_O• COMPOSITE WOOD SHEATHING —COMPOSITE WOOD SHEATHING FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT SIDING - FIBER CEMENT SIDING SELF ADHESIVE MEM— SELF ADHESIVE MEMBRANE SEALANT RFP SEALANT GIVE SEALANT GWS SELF ADHESIVE MEMBRANE FLASHING 15, Atlandc Beach WOO(TRIM) SIMULATED PSWT(PLASTICSIMULATED WOOD TRIM(SEE IDI OVERHEAD COILING DOOR WOOD TRIM) WOODTRIM) GUIDERAILASSEMBLY— TRIM(SEE IN INTERIOR TRIM(SEE ID) ` L ADHESIVE TAPE OVER METAL — _-_ __— _—_ FLASHING 8 NAIL FIN ' Atlantic Beach Countnt Club ODOR FRAME FILIIT SEALANT BETWEEN DOORFRAME FILLETSEALTNTEETWEEN SEALANT SEALANT SELF ADHESIVE MEMBRANE SELF ADHESIVE MEMBRANE ,�. Phase 1 8 DOOR FRAME 8 DOOR FRAME R4FE Construction Documents 1 WINDOW IAMB ASSEMBLY W��fff PAINTED METAL JAMB TRIM 1600 Selua Marina Drive WITH WEATHERSTRIPPING Atlantic Beach,FL 32233 I I DOOR ISEE SCHEDULE) DOOR(SEE SCHEDULE) REVISION NO. DATE DESCRIPTION ` 1292-22 SDPFB- 2 2-10.13 DD PRICING 3 11} 3 .ICD 4 30.2S2}23 PERMIT SET I I I I I INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR I DOOR TYPE INHES JAMB $ DOOR TYPEINCHS JAMB 5 DOOR TYPE INFE-JAMB 2 DOOR TYPE EEg JAMB IRIOR I EXTERIOR 7 V/ INTERIOR EXTERIOR INTERIOR I EMERIOR (NTE J I w•�•� I I PSWTJAMBTRIM(BEYOND) WORD JAMB TRIM I9EYDND) WODOJAMBTRIM(BEYDNDI CLAD WOOD DOOR I (SOI RAIL) Z POOR SWEEP OR SIMILAR V i DDDR SWEEP OR SIMILAR 4 �y 1 •Z•SILL PPN 0y6 TPEMNOHREE HOLD-SAODLE I FEMKO HALF-SADDLE INTERIORFLOORING 11 SEALED CONCRETE I THRESHOLD SEALEDCONCRETE THRESHOLD FLOORING 1 FLOORING I O I al EXTERIOR TOPPING SLAB I EXTERIORTOPPING ELAS O r Q I � I 1 I tl L I . DOOR TYPE H-SILL 9 DOOR TYPE G-SILL :< O-~O'31 2SCALE: 0 10 1 2® SCALE: 00 , 6 DOOR TYPE F- SILL 3 DOOR TYPE E-SILL scuE T•=T' SCALE: 0 1 2 a INCHES a SCALE: D 1 2 4 INCHES 9 =FIAPHBY:WRSIMWi MJ,NY 3'=l'-0" 3"=1'-0" ® PROJECT NO.:M22352 FOR INTERIOR DOORS SEE ID c.L. SHEPPHIRD G.L. c.L. ASSOCIATES ARCHITECTS+ENGINEERS J< 26560 AGOURA ROAD,SUITE 106 4 CALABASAS,CA 91302 8 310.570.9144 will.s@shepae.com i I nnwz.. FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT SIDING = m,anraeMoa ADHESIVE TAPE OVER METAL ADHESIVE TA OVER METAL ADHESIVE TAPE OVER META. 'utc�mEcrs•I.ce� FLASHING B NAL FIN GWB FIASHING6NAIL FIN FLASHING B NAIL FIN GWB MINIMUM GAP,OO NOT SEAL GWB 114'MINIMUM GAP,DO NOT SEAL -` -114'MINIMUM GAP,DO NOT SEAL - SHINGLE METAL FLASHING SHINGLE METAL FLASHING -s SHINGLE METAL FLASHING II 1 DR SqN I+ WOOD HEADTRBA INTERIOR TRIM(SEE 0) WOODHEAD TRIM INTERIOR TROU(SEE ID) INTERIOR TRIM(SEE IDI WOOD HEAD TRIM IV ARI2 + ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL St - FLASHINGSNALFIN FLASHINGfl NAIL FIN FLASHING B NAIL FW fREp PAGN\ - ---- --- s ----- — ------- - _ _= --------- ---- -- _ --- ---- _ WINOOIV METAL FLASHING _ WINDOW METAL FLASXING WINDOW METAL FLASHING WNDOWJAMB WINDOW JAMBWINDOW JAMB By wX N4R.DHEPPHIRD.PL IDA EN$E UMDERAREo2ace ONTHEDATE� PIESOFTH SOIOITAL SIGCUMDrta ENUT CONSIDEREUURE D BENEDMI SIALED Crv,wYELECRiUNIC COPIES V IFIED JAMB FRAME(BEYOND) WINDOW UNIT(SEE SCHEDULE) JAMBFRMAE(BEYOND) I WINDOW UNIT(SEE SCHEDULE) JPM9 FRAME(BEYOND) WINDOW UNIT(SEE SCHEDULE) 00qq4Npqy MV by Wfi1mm IMV ON:C-LM.'. E.MII.z®alepaa.c0m, William R9Nwplartl tlSp a AmdaEdIOve,ON=William R SnelytrE Palc 2028.05.23 I I I 088fCaO0T'00' INTERIOR '- EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR 7 WINDOW TYNCHE W3-HEAD ES 6 4 WINDOW TYPE - HEAD WINDOW TYPE W1-HEAD 3°-1-0 G.L. G.L. G.L. I I I FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT SIDW G GWB SEALANT GWB SEALANT GWB SEALANT WOOD TRIM(SEE ID) WOODTWMISEEID) WOOD TRIM ISEE ID) Beach 1� INTERIOR TRIM(SEE 10) INTERIOR TRIM(SEE ID) ADHESIVE TAPE—1 METAL INTERIOR TRIM(BEE IDI "1 4 ADHESIVE TAPE OVER METAL FLASHING SNAL FIN - MXESIVETAPE OVER METAL _— _ _ FLASHING BNAL FIN _ _vLASHIrIGanao.Flry Atlantic Beach CDuntrvClub SEALANT SEAT SEAANT Phase 1 WINDOW JAMB ASSEMBLY WINDOW TAMS ASSEMBLY Construction Documents WINDOW JAMB ASSEMBLY 1600 Selva Marina Dnve Atlantic BoacTTEM73 REVISION SILL BELOW F� SILL BELOW NO. DATE DESCRIPTION SILL BELOW 1 12-0222 SD PRICING l I 3 3130.23 9�PCO LNG WINDOW UNIT(SEE SCHEDULE) WINDOW UNIT ISEE SCHEDULE) 4 S2 23 PERMR BET INTERIOR EXTERIORINTERIOR V EXTERIOR INTERIOREXTERIOR I I I 8 WINDOW®3-JAMB 5 WINDOWTYPE S 2-JAMB 2 WINDOW 1-JAMB 3°=1'-0" 3"=T-0' INTERIOq EMERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR J WINDOW UNIT(SEE SCHEDULE) --WINDOW UNIT(SEE SCHEDULE) WINDOW UNIT(SEE SCHEDULE) Q WRB WEE WRB _j 31 WOODTRIM(SEEID) f- fit SEALANT WITH BACKER ROD SEALANTWITH eACNERR00 SEALANT WITH BACKER ROD Z INTERIOR TRIM(SEE IDI �•j INTERIOR TRIM(SEE IO) INTERIOR TRIM(SEE ID)WOOD TRIM(SEE ID) WOOp TRIM(SEEID) 06 GWB GWB LL GWB 0 0 FIBER CEMENT SHINGLES FIBER CEMENT SHINGLES {-- FIBERCEIAENTSHINGLES - - Q a Q Pi 0-A0.32 9 WINDOW TYPE W3-SILL 6 WINDOW TYPE W2-SILL 3 WINDOW TYPE W1-SILL SCALE: B 1 z® 0 2 cHEs a SCALE:3Y,WR SCALE: ® SCALE: o I z® PROJECT ,N22-3WIMIINY 3°=1•-0" 3'=1'-D" 3°=1'0" PROJECT NO.:2022-352 SHEPPHIRD BUILDING SKIRT ' Pun1-Ec ttOop PRESSURE CM ASSOCIATES sKIRr ARCHITECTS+ENGINEERS I r 1 2la' 1 3' 26560 AGDURA ROAD,SUITE 106 v2' CAL4BASAS,CA 91302 LAG SCREWS \ A1R TO BE 'I b 310.670.9144 wills@shepae.cm TRUSSES I 0 33 N .Is BLOCKING Rxonlr.as T PAINTED STEEL _ CONNECTIONT 1 I _pwvrvlAcrs•" � —TBG CEILBJG I I I yy - WRH STD HOLES ___ - S.S.l'BRACKET e'xn•x I.- C I li(7L I ++•I I SLOTTEDTHROUGHTOPOF 121 tIT 5.5.M.B. � 1 . I RUNNER B SECURED WITH BOLT \ i ;3 + E OF Ftp CLOSURE BOARD IE ST STIFFFFENERNER 3B // P.NTED STEEL SUPPORT STIFFENER SYSTEM MU WON D 1=s t T} L— —J WITH SSV aR 1 SYSTEM HEAD MULLION 1D C ~f p I SYSTEM LOUVER 1B I SLOTTED INTO I I VERTICAL MULLION Ory�ED PRESSURE CAP � EEPPIM o oN9 11IN sa�olTAL I I I EOANp TxE SIG1kWRE W TI E YE n o Oltrµanv ELECTRONIC COPIES w LOUVER RUNNER AT FLOOR -'" I I PAINTED STEEL D,9,pa1 aaplatl by / SUPPORT STIFFENER WAASm RShapphirtl I I TH UF1. .TMEHOLES SYSTEM LOUVER I I )BASE SUPPORTED) SLOTTED INTO =rnlls@eh¢pae.ram, r VERTICAL MULLION %MIli—RS pPNrtG 0.5hePW�'4 12)5.3-Me. I 1 II SYSTEM BASE MUWON PROVIDE TIGHT FIT P2avue�v¢.CN=wiiiam ALLOW GAP WITH GASKET R ShepFNN FOR DRAINAGE ® I N 'OgIeT2aP8,6523 b I ALLOWDRAdN E AB E O SPAN ST D689.O1HR'00' ry I FOR DRAINAGE I BE ABLE TO SPAN / I WITH SELF-W IG RTS 1 PAINTED STEEL WITH SELF-WEIGHT - � �� PIANKFlNISH FLOOR � CONNECTIONT DEFLECTION LIMITED - ® I WITH STD HOLES E%iERIOR INTERIOR TOL118OO S.S.I BRACKET 6•.—A' (2)F.5-M.B. /'� SLOTTEDTHROUGH BOTTOM DF 'fyg —— — 1C RUNNER A SECURED WITH BOLT v FILL POCKET WITH NONSHRINKGROUT S.E SLOPED FLOOR BLOCKING ®� r TO RECESSED COLTS SLAB EDGE �SLOPEDFLOOF LOUVER WALL DETAILS 1A 1 SCALE: B t 2® LOUVER PANEL DETAILS 3 AO 39 D AO.33 SCALE: p 1� 3A _ I I I IAtlantic Beach co'n-Y Club- 2C 4g 2B Atlantic Beach Country Club Phase 1 VARIES Construction Documents r PER PLAN 1600 SelMa Marina 2 TRUSS AB 33 1'-6112° EQUAL EQUAL EQUAL -6 12 Atlantic Beach,FL 322233 A0.33 BLOCKING REVISION / \ NO. DATE DESCRIPTION 1 12-02-?Z I SD PRICING I TSG CEILING90%CD I I 2 2-10.23 INC 9 &50.23 90%CD S.S.1'BRACKET 6•x a•x 1W SLOTTED THROUGH I I 2B I 52323:PERMIT SET TOP OF RUNNER B SECURED WITH SCREWS SEE ID FOR LOUVER I PATTERN SPECIFICATIONS I I I I I I I I I I I I I I I I I I IPREFABRICATED NON- 1 I LOUVER WALS SYSTEM PROVIDE SHOP DRAWINGS FOR ARCHITECTS I BFRVREC PO RTO I I I I I I BUILDING COLUMN A0.33 i I I I I I I I J I I 2C w II I I I 1 A0.33 w > D I 3A O I I � Ap.33 I I I I I I J 1 I m I I T I FINISHED FLOOR PLANKS ) - I 9 SLOPED FLOOR BELOW I 1 I I I J I T i I 4A 0-A0.33 4 LOUVER PANELI 2A 2 LOUVER WALL SCALE: SCALE: 0 39 8n ® DRAWNBY.WRSIMWl M31NY 1"=ftp• PROJECT NO,2022-351 t SHEPPHIRD RiTERIOR EXTERIOR ASSOCIATES O 2651130AIGO RA ROAD,SUME ENGINEERS Plan _ INTERIGR _ CALABASAS,CA 91302 11WCENTERLINE 310.1370.9744 wdLs@shepae.cam �engger®g Il�g I!�^ _ v < _ 1e 0 Q naves u' SOFFIT BUILT PER PLANS 2 S SAO.E �;-. O'. is 5 Cc W L7 .arx°g�a.cw�R: �`_._. COLUMN BASE 2 wj SHADE HOU SING ABOVE a U O _______ SHADE HOUSING r WALL CENTERLINE EO EO �D AR F mx� t+t•.--TO ❑� HEM EAR SHADE RFD PR S n - -- -------- SHADE CABLE FLOOR MOUNT GUIDE CABLE v 211/19' I C sE Px pD5ROP 0A J I Z CABLE .71 ESR'T�q FRSH05'%U5INGA ITAL CSC o I ""NATUREPRINTEDCOPIES OFTHIS IG I AMI ¢W • O° —AITE rv�EIELECTPDOECOTURE-STBNSIDEPED IE VEFIPE < 2o CCOPIES. EWHEO . ¢ 11314' PgA .&N,b' -t I R MOUNT 'R BNeP CABLE IF- Dom:C 2 I William R BAeppF0.5npp*erd �dpee.cwn. g Q EXPANSION BOLT Aa.RpN CN YAlllun n U Rs1eppras,e5 Z() EXTERIOR 3g,8PATA10023 - 3> .. s - .._.... SLAB Elevation Vertical Section —lav_ in P-1'. U 4 SHADE SCREEN—JAMB, BLDG 2 SHADE SCREEN— HEAD &SILL, BLDG 2 SCALE: 0 10 2® SCALE: D 1 NOTE: nmES IN—°nffRwaE SPc°irvn � u.�-'o� �0 INTERIOR It EXTERIOR SUP PORTING STRUCTURE AND BLOCKING ,°yyg,Rg R1fR Rrart TDDlsc°xnxuE DRAaLVFV Axr PRoa4cfwm�wlr x°n� c+,mE UME TeRHmnnaxoPlMre - O AS REQUIRED TO SUPPORT AND RESIST RDXR rrts lm.4 Zd ALL LOADS ARE BY OTHERS.CONDITION ' w O INTERIOR _ HD14F1uui`eW woFw E°0.9CAIx 1e -_ - SHOWN IS DIAGRAMATIC ONLY $FEET: O SOFFIT BUILT PER PLANS. u ALL EXXCSS:EAT FLEX A MONS-H-)Angled 127 H.—b°r//Utile Guides//Re 1W1 RPI fl WWde Mwmt lOred�ead) A 1 C TE WALL CENTERLINE 7 SHADE SCREEN GENERAL DETAIL SCALE: NOTTOSCALE -COLUMN BASE SHAPE HOUSING ABOVE Adandc I Beach N18-I /314 WALL CENiERLINE O SHADE HOUSING _Atlantic Beach Country Club -_____ ro — BHADE EO EO Phase 1 2fU16^ - _-----_----- SHADE CABLE FLOOR MOUNT Construction Documents CABLE HEM BAR 1600 Selva Marina Drive 4• Atlantic Beach, 3 GUIDE CABLE O REVISION N0. DATE DESCRIPTION _ MIDPRD' �r Do CABLEFLOORMOUNT T EXPANSION DOLT EXTERIOR TILE MGRTARBED SLAB cJ SHADE SCREEN.—JAMB, BLDG 3 2 SHADE SCREEN—HEAD&SILL, BLDG 3 SCALE: D 2 IN— SCALE: It J INTERIOR Q 1 WALLCENTERLINE Q SOFFIT BUILT PER PLANS. Z / SEE 2w4AD.94 W COLUMN SECTION AT TOP RAIL I W TOP MIL tU/1 SHADE HOUSING ABOVE r SHADE HOUSING O WALL CENTERLINE Q W EO E O O EHADE I HEM BAR Vl u I 21111E' 111 SHADE CABLE FLOOR MOUNT I GUIDE CABLE W V CABLE O CABLE FLOOR MOUNT O EXTERIOR GRADE W OOD h SCREW t3 EXTERDR -TOP RAIL 0-A0.40 6 SHADE SCREEN —JAMB, BLDG 4 3 SHADE SCREEN—HEAD &SILL, BLDG 4 SCALE:A,AAM d SCALE: D f 21 4 INCHES E SCALE: 1 1 2 ORAWNBY:WRS!MWIMIi NY c 3'=1'-0" 3"=v-O' PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE 106 CAtABASAS,CA 91302 b 310.670.9164 WiI1S&hDP-DDm ffn �a 2sA WOOD STUDS @ 16'O.C. 2E STRUWOOCTURAL STUDS —WOOD STUDS @ 16 O.C. SPADING PER STRUCTURAL s w.x,rene.envrtEAs SEE AL SO STRUCTURAL SEE ALSO STRUCTURAL I GWB BOTH SIDES GW B BOTH SIDEB GWB BOTH SIDES &Rljkjj�� SHEATHING PER STRUCTURAL SHEATHING PER STRUCTURAL FIBERGLASS BgTT INSULATION FIBERGLASS BATT INSULATION MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR.FILL CAVTY. sBEENEIEDTRCN YSIGNED HIEDBV WILDAM R.� H_FLOROA OTI TAMP$HDWNU A ADITAL SIGNATURE PRINTED COPIES OFTHIs BOCU_U S—EDALECTB CANHENRUSTBEVERI1ED OaML COPIES. T &pp" ON:Ci13'. INTERIOR INTERIOR INTERIOR IMERIOREw'I11.1@Mepee.com. INTERIOR INTENOR Wlliem R s9reppMF60SDeRYM1D R SneA�PPII, N-William —D p49@BI4I'00' 7 WALLL1TYPLE: ® 4 WASCALE: 0 1TYp® WALL TYPE A01 1 SCALE: 0 1 3 4 INCHES 3"=1'-0" 3"=1'-0" 2x6 W COD STUDS 2A6 WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL GWR GOTH SIDES GWB BOTH SIDES Adantic Beach SHEATHING PER STRUCTURAL Atlantic Beach Country Club Phase 1 MINERAL WOOL BATT INSULATION AT Construction Documents SOUND WALLS WHERE OCCUR FILL CAVITY. 1600 Selva Manna Drive Atlantic Beach,FL 32233 MINERAL WOOL BATT INSULATION AT REVISION SOUND WALLS WHERE OCCUR.FILL CAVRY. NO. DATE DESCRIPTION 1 12-D2-22 SD PRICING 2 2-10.23 DDPRICING 3 3.3023 9B%Do 52429 PERMIT SET INTERIOR INTERIOR INTERIOR INTERIOR 5 WALL TYPE All2 WALL TYPE A02 SCALE: 0 10 1 2® SCALE: D 1 24 INCHES 3•=1 0" 2x6 WOOD STUDS 218 WOOD STU05 SPACING PER BTRUCTURAL U)SPACING PER STRUCTURAL Gm BOTH SIDES IltI.11.t FULL BRICK GWB BOTH SIDES GWB LL L� r MORTAR J RAL BHEARTUSHEATHINGPAL BREATHING PER STRUCVTR1 ,p/7 S 2'AIR GPP Q MINERAL WOOL BATT COMPOSITE WOOD SHEATHING INSULATION AT BOUND MINERAL WOOL BATT INSULATION AT WALLS WHERE OCCUR, SOUND WALLS WHERE OCCUR_FILL FILLCAVIT,. CANT,. FIBERGLASS BATT INSULATION 2nB WOOD STUDS SPACING PER STRUCTURAL R INTERIOR —ERIOR INTERIOR INTERIOR INTERIOR '�•- INTERIOR IS 8 5 0-A0.50 WALL TYPE A22 6 WALL TYPE Al2 WALL�TYPE A03 SCALE:=•-1'a SCALE: SCALE: 0 10 2® SCALE: 0 1 2 ^„ DRAWNBY.WRSIMW�MJINY 3"=1Ar 3"=1'-0" 3"=1'-0" PROJECT NO.:2022352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 r� j 310.670,91" wills@,hep-ae.com V w a 2x4 WOOD STUDS L6 WOOD STUDS 2xA WOOD STUDS - ,'A,.wNns•Ncvaeu SPACING PER STRUCTURAL SPACING PER STRUCTURAL SPACING PER STRUCTURAL 2,w WOOD STUD SPACING PER STRUCTURAL W. F.L.SHINGLE PANEL SIDING G W6 F.C.SHINGLE PANEL SIDING CERAMIC WALL TLED CERICWALLTILE 1E R gFt AM OWE SHEATHING PER STRUCTURAL p CEMENTIOUS BACKING BOARD. CEMENTOUS BACKING BOARD 17 BOTH SIDES • 1a2S COMPOSITE WOOD SHEATHING LOMAR POSRE WOOD SHEATHING � MINERALWOOL BATTINSULATIONAT RED ARL SOUND WALLS WHERE OCCUR.FILL MINERALBATT INSULATION AT CAVITY. 1IBERGIA558ATTINSULATION FIBER—BATT INSULATION • SOUND WALLS WHERE OCCUR.FILL CAVITY. YSI H RDL...FLORIDA i rtAL DOWUEMARENON ANI IGNATUEIU SSGNEDANO SEALED EL—RONIGNAiURE OUST eF VFNRFD OgbryspnlEfiy --H SnePPniN ON: e.wllleOAnePae.co,, INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Whim,R Rhappla0 O-Sh,,,M,O ANLtia ,C=W1111, R Sneppro,M DN�zoelLOs.za JBaBA1 O]'00' 1 Q WA: 0 1TY® 7 WALLITY® 4 WALLL1TYP® WALL TYPE A30 1 SCALE: D 1 2® 3"=1'0" -0" 3"=1'-0• 3"=V-O' 2x6 WOOD STUDS2xa WCOO STUDS SPACING PER STRUCTURAL SPACING PER—CTU- 2.6 ERSTRUCTURAL2.6 WOOD STUD SPACING PER STRUCTURAL GWB F.C.SHINGLE PANEL SIDINGAtlantic Beach CERAMIC WALL TILE CERAMIC WALL TLLE GWB CEMENTIOUS BACKING BOARD, CEMENTIOUS BACKING BOARD Atlantic Beach Countfv Club BOTH SIDES COMPOSRE W OOD SHEATHW G Phase 1 WOOL BATT INSULATION AT Construction Documents RAL 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 1 12-02-22 ED PRICING 2 2-10.23 DD PRICING _ 130. 1 3 23 BD%CO 1, 4 52128 PERMITSET INTERIOR INTERIOR INTERIOR y EXTERIOR INTERIOR INTERIOR 1 1 WALLTYWALLTYWALLTYPE: a1® : 01® 2 : 0 B I 2.e WOOD STUDS2.6 WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL r�I-� VJ 2.B WOOD STUD W SPACING PER STRUCTURAL GWB F.C.SHINGLE PANEL SIDING CERAMIC WALL TILE CERAMIC WALL TILE LL GW'8 CEMENTIOUSBACHINGBOARD, CEMENTIDUS BACKING BOARD= J BOTH SIDES COMPOSITE WOOD SHEATHING Q _ MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR.FILL MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR.FILL CACAVITY. CA\,m, FIBERGLASS BATT INSULATION INTERIOR - INTERIOR INTERIOR - EXTERIOR INTERIOR INTERIOR 3 51 B WALL TYPE A32 0-~O' -)WALL TYPE B06 3 SCALE: SCALE: B z INCHES B SCALE:2=TG D 1H� 9 WALL TYPE B03 SCALE: D 1D 1 2® DRAW7V BY:WA6!MWi M11NY 3"=1'-O" 3"=1'-O" PROJECT NO.:2022-352 3"=V-13" SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J 310.670.9144 wlll.s�shepae.mm n,wr.ra.ww sN 2xa WOOD STUDS y SSTUDS 20 WOOD STUDS SPACING WOOD STUDS SPACING ER STRUCTURAL SPACING PR—CTURALPER STRUCTURAL SPACING - ulLHoms-sxsnssu PER STRUCTURAL F.C.SHINGLE PANEL SIDING _ FRPPANELING RAMIC WALL nLE CERAMIC WPLLTILE-� E 04,/ CERAMIC WALL TILE - CERMIIC WALL TILE GYP.WALLBOARD CE � CEMENTIOUS BACKING BOARD SIS'CEMENTIOUS BACKING CEMENTIOUS BACKING BOARD GWS BOTH SIDES IV CEMENTIOUS BACKING BOARD BOARD AR ti25� COMPOSITE WOOD SHEATHING —PLYWDODSHEATHING. EEEYYY 1 SEE STRUCTURAL. MINERAL WOOL BATT INSULATION AT STERES A0.Ga SOUND WALLS WHERE OCCUR.FILL FIBERGLASS BATT INSULATION CAVITY. THISITEMHAS BEEN E-1-1111-11 oa EWONSIOEAED SIGNED 410 Ai1C SG NATUREMUSTSEVERIREB EL �iplquTa®hatl M WmiareReneppnna 2wtll.spmeR e.wm, INTERIOR EXTERIOR INTERIOR INTERIOR —OR INTERIOR Wlllld6lR Bheppha P.6hq*Wt a INTERIOR INTERIOR OR ASeouapa.CN.WIGam R—R— G-2-5.2 M1aRAVG04a2049.06.2 088(:VIQZ'00' 0 WA: 0 1TYP® 7 WA: 0 1TY�3P 4 WALL TTYPE INCHES B WALL 1 4 INCHES 8 B07 ® � SCALE. 6® 9"_1'-0" 3-1'-0' 3" 3"=T-D" 2x6 WOOD STUp3 2x6 WOOD STVD5 2.6 W000 STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL SPACING PER STRUCTURAL F.C.SHINGLE PANEL SIDING BeachAclantic CERAMIC WALL TILE CERAMIC WALLTILE CERAMIC WALLTILE GWS CEMENTIOUS BACKING BOARD CEMENTIOUS BACKING BOARD Atlantic Beach CountryClub COMPOSITE WOOD SHEATHING SHEATHING PER STRUCTURAL Phase 1 Construction Documents MINERAL WOOL BATT INSULATION AT SOUND A—S WHERE OCCUR PILL 1600 SEWS Manna Drive FIBERGLASS BATT INSULATION CAVffV. Atlantic Beach, 32233 REVISION NO. DATE DESCRIPTION 1 12-62-22 I SD PRICING 2 2-1429 OO PRICING 3 330.23 96%CD 54323 PERMIT SET INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR A INTERIOR 1 1 WALLTYPE651 6 8 WALL TYPE B31 5 WA: 0 1TYP® SCALE: SCALE: 6 1® 2.8 WOOD STUDS 2x6 WOOD STUDS S DS SPACING PER STRUCTURAL SPACING DOD STI SING PER STRUCTURAL SPACING PER ER STRU LTURAL //�T� VJ w^ F.C.SHINGLE PANEL GOING LL CERAMICWALLTILE GWB CGWB ERAMIC WALL TILE t CERAMIC WPIC TILE ' = CEMENHOUSSACKING t J BOARD CEMENTIOUS BALKING BOARD LEMENTIOU3 BACKING BOARD J COMPOSITE W 00p SHEATHING PER SHEATHING PER STRUCTURALIS • SHEATHING STRUCTURAL BOTH SIDES Q MINERAL WOOL SATT INSULATION AT MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR.FILL SOUND WALLS WHERE OCCUR.FILL m FIBERGLASSSATT I CAVITY. CAVITY. I` INSULATION I INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR IS n 0-A0.52 2 WALL TYPE B52 6 WALL TYPE B23 3 WALL TYPE B20 SCALE:3'•,•'V SCALE: 6 1 z® SCALE: 0 1® ® SCALE: 6 16 1 2L�J DRAWN BY:WRS IMWIMJINY – 3"=1'-0' 3'=1'-0' 3'=1'-0" PROJECT N0.2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS.CA 913D2 8 310.670.9144 wKs@lshep-ae.00m Y Zxa WOOD STUDS LN WOOD STUDS 2.G WOOD ETDDS W H65� SPADING PER STRUCTURAL SPACING PER STRUCTURAL SPACING PER STRUCTURAL wuwrtm Exrrs.6a FRP PANELING GWS FULL BRICK FRP PANELING BOTH SIDES FRP PANELING MDO PANELING BOTH SIDES OF Flo 1 R. MORTAR T SHEATHING PER BNBBOI SIDES GWB BOTH SIDES �v {l STRUCTURAL 2-AIRGAP ARE I COMPOSRE WOOD SHEATHING !�C U')�@ ~L•f SOUNDLWOOL BATT OCCUR.SULATION — SOUND WALLS BATT OCCUR, f(/6D N SOUND WALLS WHERE OCCUR.FILL SOUND WALLS WHERE OCCUR.FILL FIBERGLASS BATT INSULATION CAVITY. cAVNv. TH NE0 'D SFA__ EO BY wELUaI A SNFPI PH51G PO.R.FOA COPIES OF THIS GOAL 2rA W 000 STUDS GNATUPE PPTNTEDS SPACING PER STRUCTURAL SEaLEO ANO TXE9GNATUPE MUSTBE—FED II 2 SAL DELELTPOSIG COPIEsS PyiNUF.Wnetl by ON: R911eppXlro ON:C=UR INTERIOR E%TERIOR INTERIOR INTERIDR INTERIOR INTERIOR =h`'$N'epae.com. William R 9nupptmtl 0.SlleppWn ASoaep CN=Wiliam R StIepFOVA Oa1s20ESA523 '199091-Vi'00' Q WALL 1TYP® 7 WALL TY® WALL TYPE C01 WALL TYPE 653 _ 4 SCALE: a 1 z® SCALE: o® 3'=1'-O" 3-1 " 3"=11-11, 2x6 WOOD STUDS 2n6 WOOD STUDS 1x10 WOOD STUDS - SPACING PER ETRUCTURAL SPACING PER STRUCTURAL SPACING PER STRUCTURAL FRP PANELING FRP PANELING BOTH SIDES Aulantic Beach CERPIAIC WALL TILE GWB 1. GWB BOTH SIDES MENTIOUS BACKING BDARD Atlantic Beach Count Club GWB BOTH BIDES Phase 1 MINERAL WOOL BATT INSULATION AT MINERALWOOLBATTINSNLATIONAT MINERAL WOOL BATT INSULATION AT Construction Documents SOUND WALLS WHERE OCCUR.FILL SOUND WALLS WHERE OCCUR,FILL SOUND WALLS WHERE OCCUR.FILL 1600 Selva Marina Drive cA°fes CAVRY. GnvlrY. Atlantic Beach,FL 32233 I REVISION pit, NO, GATE DESCRIPTION 12-02-22 1 SO PRICING 22-10.23 DDPRICING 3 33423 SM CD 52313 PERMITSET INTERIOR INTERIOR INTERIOR - INTERIOR INTERIOR INTERIOR 8 WA: 0 1TYP® rJ WALL ITY® WALL TYPE B60 2 SCALE: 0 ,® 3"_1'-O" 3'._1';. 3'=V-O' 2.H WOOD STUDS SPACING PER STRUCTURAL VJ FRP PANELING ^W I..L I I— GWB BOTH SIDES J MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR.FILL CA— c g INTERIOR v INTERIOR M E 0-AO.53 6 WALL TYPE CO3 SCALE: 0 1® DRAYMBY:WRSIMWIMJINY PROJECT NO,2022-352 3"=1'O' SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE 106 EXP.JNT�PER STRUCT� CALABASAS,CA 91302 8 310,670.91A4 wills@shepae.cpm r .nes. �\ 2x6 WOOD STUDS g 16'O.C. ZW WOOD STUDS RESILIANTCHNNNEL MOUNTED , �slra�a Zl\l' SEE ALSO STRUCTURAL SPACING PER STRUCTURAL TO STUDS ON ISOLATION PADS 2X6 WOOD STUD OWE x2 GW B x2 SPACING PER STRUCT F.C.SHINGLE PANEL SIDING I OF F1, SHEATHING PER STRUCT ` `I R.S PLYWOOD SHEATHING MINERAL WOOL BATT i NSULATION AT SOUND WALLS GWB - NO INTERIOR FINISH WHERE OCCUR.FILL CAV . i I17 I AR 1 2 COMPOSITE WOOD SHEATHING FRP.SEE ID SrEREO PRG�� • EXISTING CONSTRUCTION 4THI1UE11AsBEENO-tm D -PRINT oC OPS OFTHIS`TAC ON,xr ALL SI n,TURE Musi eE vEGIr TRONrt COVS�ERESsOggRnn�b �� Wn�Aa�mxRS6ePP�irtl DN:C.D9' cwill.s@NePee.wm, :a no e WlliamR h 0•S INTERIOR EMERIDR INTERIOR INTERIOR p RYlr Asst,.pp;CN=William R-GIG L OalaaeY$0529 ;b.acAlm'to' Q WALL LE: 1TY 6 '7 WA: - 1TYp® � WA: - 1TYPE C302 3,•=1._0" 3"=1,_0. 3"=1'-0" 2x0 WOOD STUDS SPACING PER STRUCTURAL GWB BOTH SIDES Adantic Beach Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION NO. GATE DESCRIPTION 12412-1!.SD PRICING - 2-1623 GDPRICING 3 33623 PE CO 52323 PERMR SFT 2 WA: 0 1TY® 3"=1'-0" GAI W OOD STUDS SPACING PER STRUCTURAL W LL 1 GWB MOO PANELING J s Q I 2 J R PUBLIC SIDE B 0-A0.54 3 WALL TYPE C32 SCALE: 21•. SCALE: DRAWNBY:WRS!MWIMJINY 3"V-0" PROJECT NO,2012-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 106 CALABASAS,CA 91302 – EE,RENGLE PPNEL9DWG FIBER CEMENT SHINGLE PANEL SIDING 8310.670.91SA W1.5(g15hEp-DE,CDm MERWPSHEAIHNG� rvwcss II wIaRE RE. .,xM 1 E.— E%a W9,FATHWG L I I sr>RrExsrwP �I � I �II:'GM,GDHDTLMAH E Of F7p FLDCxuW A3 PED9 ElAtxxG '1 I I TRW A ,,GFRIWG 9{T FIMM J.c'AR 1;P J ' PENETPAigN 'f• �rfRI THIS ITEI 111101 EO D seausoer_D_F r,—RI AT —As.+weOeaD uE sraNP sxown uslrvcA Iru miRUAE.A-coPIEs oETwe IG [ oocvosrvraRsxm corvsmERE�seGrvD AxD [ on_ElEcrnoN�c co E RFIED vlis Nu wnu FwwWc +-Fa LFAVEA°PR WTEGAT Dpib 4r:dNy uscnwl winmmp snaMi,d FINISH FLOOR B 1.511 –– NM1lliam R Sh®phnd O.soeppad R S11 WL DN=William R3neppix0 ' -� Dxa 3DEE,G3.23 4 PENETRATION DETAIL WALL BASE DETAIL SCALE: �eSCALE: 0 1® 3-=1'-0" 3"=1'-O" ----------------–---------- -–––––––––– – ---- I I I I I I [IAdantic Beach [ICountry CI,b- s�V<z-i(w911 Atlantic Beach Country Club Phase 1 x,<ErF wa„Mxi Construction Documents ExFEwoR sxEAixwG 1600 Salva Manna Drive Atlantic Beach,FL 32233 I REVISION x3UunOx NO. DATE DESCRIPTION —REREOU k��Aaf.laNYi 12-02-22 "PRICING I� 2 2-1023 DD PRICING 3 33623 90%CD d 52333 PERMIT SET I • 2 INSIDE CORNER DETAIL SCALE: 00 1 2 INCHES ® 3" U) J II W31RAipN LQ IMEREPEGD tri r W II INR:PIGRGIEAn11NG—;, ExrERwR 3HEATHWG J II J II Q II II wooDEluNlrvc I I a O ————————————— Lu H Ki W s 0-A0.60 3 OUTSIDE CORNER DETAIL SCALE:Im- SCALE: ��_� w � DRAWN SY:WRS1MWi Mli NY c C PROJECT N0.:2022-352 I FOR INTERIOR TILE SEE ID SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS SHOWER RECEPTORS CALAASAS,CA 91302 SUITE 196 CAiABARAS,CA 91302 INTERIOR WALLS OVER WOOD OR METAL STUDS Solid Backing B421-18 b 310.670 9144 wills@Snep.—µG INTERIOR FLOORS OVER CONCRETE Bonded Waterproof Membrane Wood or Metal Studs W245-18 rP 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 or �2 CERAMIC TILE i CERAMIC TILE CEMENTITIOU5 AR w ICFMENTITIOU5 L �P. CERAMIC TILE BOND COAT .BOND COAT J CEMENTITIOU5 BONDED CRACK RE I, I,aL'�. BOND COAT 150LATION MEMBRANE BONDED _ WATERPROOF MEMBRANE OPTIONAL CONCRETEON-GPOUI, .°w�EIII p«AR111—MTHE CONTINUOUS TO FULL HEIGHT WATERPROOF OR ABOVE-GROUND OF TILE A55EMBLY oEHp7xE E—SDEWEE COPT EIGNE..1 MEMBRANE' SMED,OTHESGN ITE SOLID BACKING SOFT JOINTS' �n ae COATED GLA55 MAT FLEXIBLE SEALANT V ne Rrdby4a WATER-RE515TANT DN:C-US GYPSUM GROUT JOINT v✓Inan Rse.�p.easnee BACKER BOARD SLOPED REINFORCED MORTAR BED IEgweb4 LN.N lllem —pp- WOOD S pp- WOUDSOR METAL PEA GRAVEL OR 00' ° OTHER WEEP PROTECTION 'USE OF A MEMBRANE 15 OPTIONAL. SEE MEMBRANE OPTIONS. CRACK WOOD OR CONCRETE WEEP HOLES COPYRIGHT O 2018 by Tile Council of North America ONE OR TWO SOFT JOINTS MAY BE MEMBRANE REQUIRED(CONSULT MANUFACTURER) WHEN REQUIRED COPYRIGHT O 20 18 by Tile Council of North America 5HOWER RECEPTORS,CURB5, SEATS, ETC., MUST BE PROPERLY WATERPROOFED AND INSTALLED TO AVOID WATER DAMAGE TO ADJACENT BUILDING MATERIALS. SEE COMMON SHOWER CONFIGURATION5 5ECTION. COPYRIGHT Q 2018 by Tile Council of North America Adandc Beach 5 TILE DETAIL W245_18 3 TILE DETAIL F125FUll 18 TILE DETAIL B421_18 Atlantic Beach Country Club SCALE: NOT TO SCALE SCALE: NOTTOSCALE SCALE: NOT TO SCALE Phase 1 Construction Documents 1600 Selva Manna DO Atlantic Beach,FL 32233 INTERIOR FLOORS OVER REVISION NO. DAIS IT DESCRIPTION 12-02-II SD PRICING CONCRETE ? 2-,0.23 DD PRICING 30.23 9 3W 52323 PEPERMIT SET F125-Partial-18 MOVEMENT JOINT Cin-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 5EALANT DEPTH DONND co T Expansion Joint EJ171-18 112 WIDTH BONDED CRACK ROUNDED BACK-UP 150LATION MEMBRANE' WITH NO BOND TO 5EALANT DEPTH SEALANT CONCRETE, ON-GROUND 112 WIDTH OR ABOVE-GROUND ROUNDED BACK-UP U) a 50FT JOINTS" WITH NO BOND TO J GROUT JOINT SEALANT Q W COMPRESSIBLE Q BACK-UP Lu WIDTH 4 TIMES .}ti;i• A °a'a J EXPECTED MOVEMENT H CRACK—/ COMPRE551BLE COPYRIGHT O 2018 by Tile Council of North America BACK UP MEOMNBRANE WIDTH CTURER FOR WIDTH 4 TIMES "'ONE OR TWO 50FT JOINTS MAY BE EXPECTED MOVEMENT REQUIRED(CONSULT MANUFACTURER) x COPYRIGHT O 2018 by Tile Council of North America COPYRIGHT©2018 by Tile Council of North America 3 TILING DETAIL F122A 18 TILE DETAIL F125Partial_18 TILE DETAIL EJ171 18 0 oA�•65 6 SCALE: NOTTOSCALE — �} SCALE: NOT TO SCALE 2 SCALE: NOTTOSCALE — DRAWNBY:NRSIMW;MJi NY PROJECT NO.:2022-352 SHEPPHIRD 11'MIN. 1 1/2'STANDARD A aS S O C I A T E S STEEL TUBE TOP RAIL- ARCHITECTS+ENGINEERS PAINTED 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 11/4'STANDARD g 310.670.9144 will.s@lshepae.com STEEL TUBE HANDRAIL/GUARDRAIL »waste Q POST @ 4'-0'MAX. K O rncwrem.arxffas 1 114'STANDARD = STEEL TUBE BOTTOM RAIL- - PAINTED WOOD STAIR ASSEMBLY N o ANCHORING CEMENT F. 0p_PLO,Pa O ¢ z < 2112'STANDARD D, O STEEL SQUARE F SLEEVE-WELDED WITH ARI _ rn - 114"STEEL PLATE AT BOTTOM FO �lFBEO vA9C TOP OF FINISHED CONCRETE THIS ITEM HAS BEEN e-011—IN SIGNED . LICENSE _ TXea ATErnnioA ANDIDAIrESTAMPAHIIANIANG IR AND CONTRASTINIi COLORED —` 1 Y0�ANY En LinevsnIGIGNo� ISISL row�o eE veai o EMBEDDED SAFETYNOSINGUP Onoraftown, e AST SRShepphi,J ON:c.Us. ppW .IN d William R ShwpkM A0.WSaabec,CN.wmam EDGE OF SLAB- R S,G Pw -oalnzaza.osza WHERE OCCURS paygpim•oo• - FEL. E: CONTRASTING COLORED ALL EMBEDDED SAFETY NOSING 4"MIH. NECTIONS AND 11f6 TYP. D SMOOTH- TYPICAL MAX W 4 LANDING TREAD DETAIL SCALE: D 1 4 INCHES a GUARDRAIL HANDRAIL DETAIL ® SCALE: 0 1 z 4 INCHES® 1 V4'0 STANDARD STEEL PIPE HANDRAIL-PAINTED WALL BRACKET @ 4'-0'MAX. 4, O 12"MIN W C. Adantic Beach a a � s a _ a D, Club- 10 Atlantic Beach Country Club_ °o w Phase 1 w 15" Construction Documents sn 1600 Selva Manna Drive LANDING a.T. I Atlantic Beach,FL 32233 REVISMN NO. DATE DESCRIPTION STEPS 1 13-oAl2 WPRICING FACE OF WALL FINISH 2 2norn 9DID 0%GO auc 3 ;1633 9015 RI 1 114"0 STANDARD a s2an PERMrt sET 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-TYPICAL 5 LANDING TREAD HANDRAIL DETAIL L1II� _ k 2 HANDRAIL EXTE16 DETAIL SCALE: a z a a INCHES SCALE: oo®e 1 ® 1 112"=1'-0' 1 112"=V-0" J FACE OF FINISH WALL cwc C 1 112"0 STANDARD STEEL PIPE U 1 1I0' HANDRAIL-RETURN ENDS TO WALL- PAINTED _ O _R3 m WALL BRACKET AT 4'-0"O.C.MAX.-WELD W TO BOTTOM OF- HANDRAIL TO CMU/CONCRETE WALL WI H22--CHF_ TO EXPANSION BOLT w NOTE: iy S O— WELD ALL CONNECTIONS r o AND GRIND SMOOTH-TYPICAL nZ 0-A0.72 3 HANDRAIL ONLY CONNECTION DETAIL SCALE:Asmaw— SCALE: 0 11 P�HEI8 DRAIHNDY:'VRSIMN;MRNY PROJECT NO,2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 2 318" 2fi560 AGDURARQAD.SUITE 106 2 518" CALABASAS,CA 91302 yA 8 310.670.9144 w1Ls@5hep-ae.com A0.9l wacaa ADD ASTRAGAL 2 3/8" xA.,narn.axcr�ns 2 518" A A0.13 OF F10� t 0..871 a ADDASTRAGAL I ' IV ARI ' c1 B�FRED AACtICENSENIMSER— � Pl�ila ATo loA IGru—PmMEDCOPS FMQ5MGI— oocuwEMARENor 14SIDEREDSIGNEDAND an uar E�cTRDNIc coatis.MusT eB vLRIRED \la aa)natl by WflharnA�lheppblrE ON:G-U8' Ew1as®.nao-ae.cwn. William R SS,epplW 0-Snep R 0—pp ,CN=William PRINK RAILING, Dgge Ki,p5.23 WHERE OCCURS QA o I I I uulxotm•on o I I NIRT RAIL I CONNECTION TO POST IF TOP RAIL I I 2x4 SKIRT RAIL I 1 I I I I I I I I I I I I I I I 1 i I I I 1• I I ED EO EO 21PC 7114' 2112' 3' 1 I I I I I I I I I A I I I I I 1 I I I I I T 1R' _ I I I I I I 1 I xE Atlantic Beach Country Club STRUCTU—POST I 1 I POST WRAP ALL FOUR SIDES Beach I I 1 II I II ASETROA I 1 \ I I I \� \ Construction Documents 1600 Selva Manna Drive ROSETTE PATTERN Atlantic Beach,FL.322 3 AO]3 A0.]3 REVISION 4 4, NO. DATE DESCRIPTION 12-02-22'SD PRICING I 2 2-1623 DD PRICING 3 330.23 7SO%CD 52323 i PERMN SET t'-8518° l 1'-8518" I A A g 3 COLUMN B DETAIL SCALE: COLUMN A DETAIL 6 INCHES EXTERIOR INTERIOR o x a®s SCALE: 0 2 a®s 1 1/2"=V-0" 1 112"=V.0" DRINK DRINK RAIL RAIL CURa 4 _ TTT-----]112�� RAIL CHAMFER DRINK �� EDGING F-' TOP PAT5' J SKIRT RAR j - SKOiT RAR I^l 'L'BRACKETSFOR VJ''^^ SKIRT RAR J_ —BEYOND Q 0'-11 51W o —,�L. LLI 5/8, 5/8" 0 :r o•-s v2• J H 42A A W F it 1'-2318° O E It F— L x R UJI 8 4B 2B rJ RAILING DETAIL-PETE'S TURN 4 COLUMN B SECTION DETAIL COLUMN A SECTION DETAIL SCALE:0 ,AD �� m SCALE: D®R SCALE: 0 2 a®R 0 2 a I DRAWNBY:WRSINWi MIi NY SCALE: 118"=1'-0" 1 112'=1'-9' 1 1/2"=1'-0" PROJECT NO.:1021-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26550 AGOURA ROAD,SUITE 106 p CALABASAS,CA 91302 d 310.610.9144 wills@shepaex-m POST - s..A.InBm E:NNEEq+ CONDITION CONTRASTING LOW WALL 21k it 11? MARKING STRIPE ON CONDITION TOP TRIM BOARD EACH TREAD CUT TO SIZE •�OF f1p9i R. WOOD OR PSWD TRIM r T{• • J PAINTED FIBER CEMENT AR�1F ap i BOARD ti lt'MIN. ST a SOLID PLASTIC RISER EREO PRO r FACE xlcuLY'T.1_' SOLID PLASTIC DECKING cEN EqE vm_ wv U TREAD wOtoq nu[sTAMvsHrlwu u�nuEn o o inL.gLlon FLUID APPLIED � e IE WATERPROOFING DOCUMENT AqE TIDE corvsmEaEO Svx[o ANo LAYER.SEOOFINGX OR V FACE PLASTIC RISER SDEALED BUS ANDe—V0 CNATU EMUST BE—FIED APPROVED EOUAL SOLID PLASTIC DECKING [INABI't apnetl M TREAD DN:1 SnePPnna D�rv�:c-Lm A William R S glpfBd 0.511epq��ae.mm. 'P AmodWa;CN=N9111em PGr III - I� , - SIM'wD0023 III—III _ II III III III III III III—III II VIII I-III 1111 —I III 11111 I -I I I 11111 I I I 111111 -III 1111-1111 III III VII 4 RAILING&STAIR DETAIL—PETE'S TURN 4 SCALE: n�E 1 112"=l'-0" RAILING&STAIR DETAIL—PETE'S TURN SCALE: 3/4"=V-O" Adandc Beach Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Manna Drive AlanSc Seach,FL 32233 REVISION SOLID PLASTIC DECKING NO. DATE DESCRIPTION LANDING 1 12-02-22 SD PRICING 2 2-10.23 ING 33823 90%SDY CCD D 4 52323 PERMR SET Sim 4 r__ _____________________ t-HR FIRE RATING NOTCHED STAIR STRINGER PER STRUCi I I U) I I I J SOLID PLASTIC RISER _ I I I Q FACE I I SOLID PLASTIC DECKING —— f i I ❑ TREAp I 1 I.,ED FIBER CEMENT I I epgap I I J I I a I I � I I oS f I I I I Q I I U) I I � o e I I I w Ll L II F_ =I11=1 - III-1 I III-1 III-1 I_I I I_I L-1 I III-1 I i I-1 I III II I-I I_I 1-1 11=1 III-1 I I II II II I II w _III ,11_111 III-III-1 II III II - I I I =III=III—III-111 ,'I- III=1 III—IIL--I =_ _ s 1-III=III-III=III III-III-III—III-III-III-III III=III-III III-III—III—III=III—III—III=III=11 III=III-1 IIITIIm VIII-IIL—IIL-III-IIImI-11 1111111111=I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIII�II11111_IIIIIIIIII�IIII:I 3 SCAE:RAILING &�STAIR DETAIL—PETE'S TURN 2 2 SCCAELING® DETAIL—PETE'S TURN 3 Q_AO.74 3/4"=1'.0" 314•=1'-O'• SCALE:ns-elrt�alea ORAWNBY:WRS!MW!MJ1NY PROJECT NO.2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CAIABASAS,CA 91302 j 310.670.9144 ll.s@shep-ae.c= 1 ADr lE �9. SHINGLED WALLS SHINGLES ON SIDE PANELS 1 ft.5 WALLS T '�lS�fREO ARG`-_ sITEM..PEENELEGTADNILN.LYSlB B. ENAE NU HE DATE 1 oac NT 1.NOT cUN.ISIGAOITAL ED TOP IOOL _ SCELLED AN THE LTAONIC GDP ES RE WSTeE vEF FI MERCHANDISE tlNiSimn gwlhee3:'. DISPLAY CABS ON: William R 5hhepph,d 0.�Sao's N.WIliam R SeppW GATE 'ilme'a0�SS` SI 0]'00' AO] EIECTRI CLOSET FIRE USER CLOSET 'N UPPER OUARTZ COUNTER ACCESBIBLE OUARTZGOUNTER SS]IB' LOCKABLE CABINETS 1 POWERIJACKFORPHONE f t- 25311fi• 14. --�POWER FOR DISPLAY CARE FOR POINT-OF-SALEFm RETAIL GODDS UPAD&CHIT 2'-10718 PRINTER) 1 I I _ t 01_MCH FIRST 3 3'-]114' 3'-0• 3'-]f!4• TO PPAKING LOT - 10'-21R• _ TOPCOL AtlandcBeach A9.r 42•AF.F. Atlantic Beach Country Club Phase 1 A.F.F. WALLS BELOW COUNTER Construction Documents 2 POOL CHECK-IN -ELEVATION NORTH dance600 IvaMariIL3223 __ _ ____ , X0518• SCALE: ® Atlantic Beach,FL 32233 J 314"=1'-D" REVISION 3911T SO]IB• N0. DATE DESCRIPTION 1 12-0—BD PRICING 2 2-t 429 OO PRICING LOCKABLE CABINETS 3 330-23 90x,CD 52123 PERMIT SET LL GATE FIRE RISER CLOSET ELECTRICAL CLOSET `^ GATE BEYOND� J QL W POOL CHECK-IN ENLARGEMENT Y SCALE: 9® 112"=1'-0" O ACCESSIBLE GUEST COUNTER tL f PAINTED CEMENT BOARD Q 2'-231a• ^ Y-0118 U PAINTED MARINE GRADE PLYWOOD - O F _ —_ -- 01_MCH FIRLSRT � 0IL W R � S.SSIB" -. ` 6'-i ile' — — — � J J- 6'-t rle• !— — ` 3'.5518'4�`J �_ �. x W 3 POOL CHECK-IN-ELEVATION EAST4 POOL CHECK-IN-ELEVATION WEST SCALE: � SCALE: 3/4"=1'-0" 314"=V-O" g 0-A0.75 SCALE:AS muleo DRAWNBY:WRV IAWMINY r' PIt01EGT NO.:2022-352 SHEPPHIRD ASSOCIATES t ARCHITECTS+ENGINEERS RECESSED CIELING LIGHTS OI 26560 AG ROAD,SUITE f06 CALABASAS,9Aa,CA 91302 POWER FOR IONE 310.670.9144 w1I.s@She PRINTER BPHONE 8 P-d¢.CBm JRCK FOR PHONE 35trr 3C 36112' 6• I' wn�a SHINGLES ON SIDE W ACLS QUARTZ COUNTERS 1 00 O - m �awrtcrs.fm.oAEns -PANELSTOCEILING LOCKABLE CABINET 66 F7p D t 1 R. 90 4 UNDER COUNTER KNEE SPRCE V qq` ' I 01_MCH FIRST srfPEO A 1 z4- 1 sd3ra• za tra• ' AsiaP Ei ooTaNDERwn LICENSE NUIRIMAPl"1'10111 OUN cA DIGITAL SIGNATUREEPPINTEOCOP�S FTx6 AND IS T ST BE EPoHEG 2 POOL CHECK-IN- INTERIOR ELEVATION SOUTH GNµYB¢E�RGNI¢c�*-B SCALE: ® ON _RBneppnrte Drv:c_ua. 'I".34 WI.P...mm. 3/4"=1'-0" William R%,.Ppw Q pPF Aa ESS.CN=W11- R SK.ppw D4.'F.PJI.65.23 Dea6aaaz•BB• >r F LOCKABLE MERCHANDISE LOCHRBLE CABINET DISPLAY CASE ` QUARTZ COUNTER _NAulandcBeach LOCKABLE CABINETS Q Atlantic Beach Country Club PAINTED CEMENT BOARDBORDER Phase 1 PAINTED CEMENT BOARD BORDER BE-NO ConstrucdDn Documents PaNTED MARINE GIUDEPLvwooD 1600 Selva Manna Drive _ 01 MCH FIRST Atlantic Beach,FL 32233 PRESSURE TRPEATED STUD — — FLS\ 0'-0"V REVISION NO. DATE DESCRIPTION 12-G2-22 SD PRICING PAINTED AZEK FSWT BASEBOARD 22-10.23 DD PRICING 3 POOL CHECK-IN- INTERIOR ELEVATION WEST a 3 }3b233 ERM9G%CD 5212PR SET TOE KICK SCALE:QUARTER ROUND 3/® 01_MCH FIRST FLR _ t U. 0. r.s• I r-v ur a•-ona• r-o' etrr e•-tG trz• �. FFF r 2t r.3• -2111-2111u• 2-3• rz 1a3N POOL CHECK-IN -SECTION 1 h SCALE: 6 2 a6 2 4 6 INCHES®6 1 vr'=V-D" J _ a LOCKABLE MERCHANDISE wDISPLAY CASE Q Y U) F I Q O IIII�I'��I LOCKABLE CABINETS �y MARINE GRACE PLYWOOD l I I V V V V V Luj U CEMENTBOARDBORDERIN IVII L BASEBOARD I t�.I 01_MCH FIRSRRT� FLS/ ti — $ 2'-2llT 2'-r 2--r 1 2.2• — D-D" ■r 1 PERSPECTIVE POOL rJ BREEZEWAY COUNTER 4 POOL CHL CH®- INTERIOR ELEVATION NORTH Q-AO.76 3/4"=1'-0" SCALE:r�:Iersm DRAWNBY:WRSIMN;MJINY c PROJECT NO.:2022 S: SHEPPHIRD E,0 — B10o� ASSOCIATES ARCHITECTS+ENGINEERS A — -- I I 26560 CS,CCA sl�2swTE 106 ALABASA 3 310.670.9149 will.s�shepa6.LDm 0 � m, ---- - ; E OR F F"O Aa{7 STORAGE 306A C p12B 25 ti -SIDEMI - SrERfO&aG� AS aFEN ELECTRON IDA —BTAM 30wvsTvSOWN TME SDEIIFLAL L - I C ANV ELECTRONTHE ICL 7RE CE TUBS WD SIGNER Ano 6T BE VERIFIED etlb .. ® 4TAVIi6�m&iePPnirE ON GUS. E. i,"0pTeRee.com, William R 3naPIR>I1BOSnaptlbE R Sh,,qs,CN.W lliam R Shegl� _. Dm 2@D,05.23 6esaeTar•o6 ICE MAKER MINI FRIDGE UNDER COUNTER — EMPTY SPACE Sr 00 GROUND z•-0112 1•-6• 11n• —— ..--...:.... ,: _PLAN NOTA .. z'-ifln•;- -' .... ..- s s _e•-i �. -..z'-n in IN—DUAL INSULATED DRINK LINES ---,. Q 3 TENNIS CASEWORK ELEVATION 1 O TENNIS 2 FEET 16 Aulantic BeaCh COMMON o TENNIS LAVATORIES CAFE 'M Atlantic Beach Country Club Phase 1 k °� j Construction Documents 1 1600 Selva Manna DOS 02 PLATE n Atlantic Beach,FL 32233 O 1t'-9 112°V 2 -NO STUDS BEHIND SCREENS AD.7 :MIN BAYS MUST BE CLEAR ABOVE SCREENS TO TOP OF WALL REVISION EVISION DATE DESCRIPTION TILE WRAPS AROUND FN wALLs WALL OPENING FOR -MINIMUM 13"BETWEEN STUDS IN BAYS WITH SCREENS 1 12-az-sz SDP ICING INSUUTED DRINK CONDOR -SCREENS ARE 3"DEEP,ARE 1!4"PROUD OF WALL z z- TO COOLER ROOM T� -NEED POWER WITHIN V OF EACH SCREEN 1D2s DD PRICING 3 330.23'90%CD EIN WALLS EVEN WITH SIDE WALLS •523-23�PERMIT SEF 01 TOC II EMPTY SPACE— DUARR COUNTERTOP BIN I _ —SHELF PBOVE I N 02t� 030 MINI FRIDGE UNDER COUNTER - - SHINGLES z•-s• I TRIM TENNIS r-6 CAFE I COMMON LAVATORIES .� Y CEILING WRH RECESSED 0� LIGHTING 1T 801 � 831 1l4" S V2' 316' ''ui ^^ B2t Vl U 06 INSULATED DRINK CONDUIT 1p TO COOLER ROOM J 26.01 STORAGE ° 3668 y � � 3068 STABILIZING RUNNER { DRINK uj m SCUPPER& LL PANEL ACCESS BEHIND DRAIN LINE Q DRINK WALL 8L Ln -- I N -1 z s o II LLJ 00 GROUND LANE� PHASE 1 -TENNIS PAVILION NEW 0—/� 0.74 1 WORK PLAN H LEVEL 1 2 DRINK NOOK SECTION 1 /—� / C� SCALE: D 3®4 SCALE:r=ra SCALE: 0 30 624 DRAWN BY:WRS!MNIIMJINY 1'=i'-0" PROJECT ND.:2022352 c i SHEPPHIRD RIGGECAPPssMANOF. ASSOCIATES STANDING BEAM ROOF ARCHITECTS+ENGINEERS METAL LAP 1,GL GL 1 STANDING SEAM ROOF FLASHING AND T HTSAM 2 SHAFED CALABA AS.CAA SORE 106 —P EDGE EXPOSED6 PURLIN METAL RIDGE FLASHING ROOF UNDERLAYIAENT CLOSURE BLOCK o-de,�m SEE ARCH LAYOUT TION L CH SIDE 310.670.9144 W11.E�]She ry n W rSHEATHING AND RAFTERS FOR LAYOUT METAL STANDING SEAM ROOF T.O.SHEATHING PER STRUCTURAL _-_-_-_-_-_-_- _ SHEATHING OVER EXPOSED CONTINUOUS HTSAM UNDERLAYMENT 2x DECKING PAINTED TRUSS ASSEMBLY CONCEPLED - suun[.-n•[nr+�.v+.s. FASCIA.. SEE STRUCT 1 ELECT.CONDUIT PLYWOOD SHEATHING WHERE OCCURS OVER 2x DECKING PAINTED METAL + I PER STRUCTURAL FLASHING T.O.TRUSS OVER —-—_—_ _ _ _ ' .0 O F F I HiSAM EDGING - R Oqi W.R.B. _ I I � AR 1 I WALL FRAMUPLIFT CLI C �� W FIBER CEMENT SIDING--., `' AND UPLIFT CLIPS I I PER STRUCTURAL J't ' 1 FRED PRG I I NOTE:RAECONOTIONEDA SEAIFV BVWI UAM RT 51UiEPPHLL ARI -A. SIMILAR DNTIF0 WOOD BEAM PER STRUCTURALTURE PRINTED—EE OFTHi5p aE AL Ox Anv ELECMBNCcOPIEs ST BE VERFlE 7 PHASE STORAGE SHED-RIDGE a4D, wllramgsn•PANI,a E-WI•.spmepaNcan, r ON 1 112'=1'-0 William R ti.mphu9 Dsneg4.e Aai•nal•4 GJ=W Illem PHASE 1 -BAG DROP- RIDGE =BB -- On1c 2:-001 d SCALE: 0�LI2 a e�INCHEs t6 aesae.woo' G.L - Z 6• STANDING SEAM ROOF PHASE 1 -YOUTH PAVILION-RIDGE @ VAULTED L;L STANDING SEAM ROOF SHEATHING PER STRUCTURAL 4 CEILING ACHES 1 "•Lf6 ROOF UNDERLAYMENT 1 112"-1'O" r SHEATHING OVER EXPOSED METAL 2n DECKING DRIP WITH G.L. EXPOSED AND SHAPED - HEMMED ROOF RAFTER 4 EDGE - - � T 2'-StM• 2 6• . 14 __CONTINUOUS E%POSEO �'` I 2r SHAPED �—CLOSURE CLOSURE BLOCK BLOCKING FASCIA• RAFTER I STANDING SEMI ROOF EACH SIDE h I FIBER GEMENT SIpING I; METAL ROOF UNDERLAYMENT CONCIERGE. / - DRIP WITH ELECT.CONDUIT HEMMED INHERE OCCURS EDGE I II S.EATRING OVER EXPOSED BEAM PER STRUCT I DECKING I 2x 1 -- --—- - I _ T_O.COLUMN XPOSED PAINTAtlantic Beach ED ED /ry..R STRUCTURAL TRUSS PER STRUCT L SADDLE C..."Y clour PAINTED F I PER Sp - PHASE 1 -STORAGE SHED-EAVE 'TAOPCAP I j AtlanticBeaChCountry Club ETAL 8 SCALE: D 2 40 2 4®6 EDGE META I Phase 1 t it GUTTER I I COMPOSITE COLUMN Construction Documents 1 1/2"=1'-0" SYSTEM STEEL COLUMN I I WRAP 1660 Selva Marina Dnve I � P-AI PER STRUCT LIE Atlantic Beach,FL 32233 REVISION I BEAN LA0. DATE DESCRIPTION SEE STRUCT • 12A222 ED PRICING y U 2 2-10.25 DO PRICING PERMIT MIT 52325: SEf _ SEE STRUCT I 2 PHASE®ROP-EAVE BEAM SADDLE CONCEALED ' SEE STRUCT ELECT.SERVICE AND CONNECTION 1 112"=1'-0" r I T_O.0 F I 2•-6. BUILT-UP PAINTED WOOD �RETRACTABLE �SKIRT ASSEMBLY ''11I III MOTOR)ZED SHADE U� COW COLUMN _ I WRAP EXPOSED STEELCOLUMN BEAM TO SEAM I PER STRUCT SADDLE CONNECTION SEE STRUCT PHASE 1 -YOUTH PAVILION -EAVE @ VAULTED BEAM PER STRUCT 5 CEILING PAINTED SCALE: D. 2 0 INCH B 16 STANDING BEAM ROOF STEEL SADDLE L PER STRUCT L n. 1 1/2"=1'0" ^G.L. RODF UNDERLAYMENT SEE TYPICAL w EAVE DETAIL Q BREATHING OVER —11 EXPOSED FOR INFORMATION 2rc DECKING 1 NOT SHOWN EXPOBEDAND SH APED O I _ TRUSSWEB ROOF RARER O (WHERE OCCURS) KINHW ti ERE OCCURS) LOW PROFILE ------------ - ---- - KING POST n J N JUNCTION O PER STRUCT FLASH GRADE O 1VNCTION BO% .)UNCTION BOXTRUSS LJ CHORD 0 I CEILING BEM) CEILING VJ PAINTED PERSTRUCT BEAM I� u FIXTURE FIGHTING STEEL SADDLE IBL URE PER STRUCT PAINTED LIGHT RUG PAINTEDMETAL W END CAP,TYP. __ STEEL SADDLE w CEILING PERRSTRUCT PER STRUCT I rI— O VVV I Tom'' PER I V, ` LOUVERED K POST Q I SCREEN WALL PER STRUCT S ' I l I PHASE 1 -YOUTH PAVILION -RAKE VAULTED O—AO.81 m 6 CEILING 3 PHASE 1 -BAG DROP-EAVE AT BEAM SCALE:IIT -0• SCALE' o z a®8 INCHES 16 SCALE: D®6 DRAWNBY:WRS!MWiM M 1 112"=1'-0" PROJECT NO.:2022 352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS METALRIDGEFLASHING METAL RIDGE FLASHING 26560 AGOURA ROAD,SUITE 166 CALABASAS.CA 9131K METAL STANDING SEAM ROOF METAL STANDING SEAM ROOF b 310.610.9141 wll.s�shepae.com HTSAM UNDERLAYMENT -HTSAM UNDERLAMENT N 919 PLYWOOD SHEATHING PER STRUCTURAL I PLYWOOD SHEATHING PER STRUCTURAL P L AT E L I N E J l DF F, 0. F,o ARE A. I } J RED AwG I FIFA AT LICER AR-11 DMTll SPRAY FOAM INSULATION D,*R REEST_EFDSOPE3pwTOilSpORAL ——— —— ——— I UE ATUFr ARE NOT CON ES ao AND — TRUSS ASSEMBLY PER STRUCTURAL IE-1,E�ECTAONIC COPIES. T VERIFIED ppWYaanatl by WIAhmli9neppNlrC ON:C-UB' C.MII.s®tllep-ae.mm. William R 91,p1pMtl 0.5nelgWa Asaodaks LN=William --PURLIN PER STRUCTURAL R,V,. sM -0M 2X29.W83 �,XLmaD' —BUSS ASSEMBLY PER STRUCTURAL rJ SCALE:PHASE f�1 BLDG -SOFFIT 3 CALF: 1®3- RIDGE @VAULTED CEILING PHASE®3- RIDGE @ATTIC 1 117=T-0' 1 112"=1'-0" 1 112"=V-0" GL !1 I .e- ' METAL STANDING SEAM ROOF METAL STANDING SEAM ROOF PAINTED W000 TRUGS MTSPM UNDERIAYMENT HTSPM UNOERLAYMENTI FAINTED WOOD SEE STRULT 11 BeachAulancic ROOF RAFTER PLYYlOOD SHEATHINGSPRAY FOAM -PLYWOODSHEATHING 2'-6 CURL OOKER OVER2 PLANKING ROOF INSULATION OVER CANGNAILED (WHERE OCCURS) PER STRUCTURAL BUSSES -- PAINTED WOOp T PREFABRICATED CLOSUREBOARD GANG-RAILED Atlantic Beach Country Club OPEN FINED WITH SHEATHING ROOF TRUSSES Phase 1 LOUVERSYSTEM AND 2a FURRING - I PER STRUCTURAL TRIM AROUND — Construction Documents TRUSSCHORDS ') App SHEATHING - FOR SPRAY FOAM 1600 Selva Marina Drive INSULATION PAINTED METAL GUTTER Atlantic Beach, 32233 BACKING CE LING 9EES RUCK' III I III I FORMECHSPACE WR (WHE -SHEATHING REVISION H RE CCURS'ONO. 10ATE DESCRIPTION D2-22 SD PRICNGMG FURRIiY 2 2-10.3] DID PRIG @2.VE STRIPS ] }30.2] 90°ACD I RUNNERS T - -�___PLATE LINE __ _ PLATE LINE A 8212] PERMIT SET I I C I I 2x10 WOOD FASCIA CEILING WHERE OCCURS PAINTED WOOD IN PLANK soFFrt - - (WHERE OCCURS) -- --- - 6• 2•-6' ` T G.UU- I METAL STANDING SEAM ROOF BUILT-UP S BUILT-UP HTEAM UN ERLAYMENT PAINTED WOOD I CONCEALED SERVICE PAINTEDWOOD ' tl CLOSED WOOD SKRYT ASSEMBLY BKIRT ASSEMBLY CLOSURE BOARD AND t ANO CONNECTION PLYWOODSIDING SHEATHING U FIBER CEMENT SIDING OVERIAJACK TR 1 PERSRUCTVRAL AL NOTONRETRACTABLE OED '^ SHADE J `._ b __ o I � TRUSS SYSTEM RUS59 STEMNANp LL O PLATE LINE ALIGN B EATHING NO LL TO.SHEATHING wI•1 PAINTED WOOD TRUES I PLATE LINE ~`~ PAINTED WOOD COVER BOARD AND TRIM I� a a I I F I ,V• Ill w I mI L T.O.COIUMN 1 I— GA...R EDTRU55 U) MEMBER - �°J (WHERE OCCURS) DTRUES MEMBER (WHERE OCCURS) TOc. I (WEATHER BARRIER) I STEELCOLUMN COMPOSITE COLUMN I I PER STRUCT I ( WRAP 8 I I I 1 I �i 0-A0.82 6 PHASE Al -BLDG13-EAVE 3 4 PHASE Al -BLDGT3-EAVE @ VAULTED CEILING 2 PHASE Al -BLDG 3-EAVE @ ATTIC SCALE:I,'=,-' r"�. ® PRD�cTRo 2022.3nv 52 N 1 u7=T-D• ' 1 v7=T-D•' _ 1 112°=T-D• SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J 310.670.9144 wil.s@shep-ae,cum ._,.___________, I� STANDING SEAM ROOF BAR FIN13HE3,SEE ID ' OOf, E—KINGPEESTRUCTURALF� / FINIBH FLOOR DEC—G 7` BAR FLOORING.SEE IDS OECKING SLEEPERJOIST 1 AR1 I C AR�C BAR—FORM - .. �rFRED a ArFDRM REENeLEclR"El'Lr slDOAloa SLEEPER JOIST BEALOFLEX WATERPROOFING OR NUNOER ARIL IDI—THE—E APPROVED EOVAL BPR PLATFORM RIM JOIST BARcm—1RDFi SLOPEWISGNATUREDOCUMEHTARE CONSIDEPD(MED AND BASE WATERPROOFING ET IE S ON ANY EHECTBs sG COPIES SLOPED FLOOR NAILER —SLOPED SUBFLOOR t10`.1Y SLOPE CUT TO PROFILE _ OyAsy d by NR R 9lepphll ON:C-US HIL 1'-611 William R 91-pM1rttl O-SIIeR/y�i�ae.mm, A A d—.CN-W6'Sm R—ppl. L1AIx IIOa8.0a.23 DasaD2:Qi'DO' PHASE 1 -BLDG 4- BAR WALLS TO SUBFLOOR, 3 SECTION A PHASE 1 -BLDG 4-RIDGE SCALE: 0 1® SCALE: D®6 G.L. NNECT OUTLOORTO TRUSS E STANDING SEAM R— STRUCTURAL ? I SHEATHING PER STRUCTURAL - OUTLOOKER WIDTH TO MATCH EXISTING IAilantic Beach TOP O RITE ' Atlantic Beach Country Club Phase 1 RDOFTRUESE5 TBGOEIUNG Construction Documents I 1600 Selva Manna Drive TOUNGE B GROOVE CROWN_ _ _ __ Atlantic Beach,FL 32233—LD ING—/—— — — — POWER (MATCH-ET:NG — COVE CORNER TRIM BEYOND PROFILE) REVISION 2612 TRIM BOARD NO. DATE DESCRIPTION -1202-22 SO PRICING STRIP LIGHTS MOUNTING BRACKET DD PRICING MOTORIZED SHADE = 3 }30.23 90%CD TRIM BOARD W�y� 4 S]}23 PERMIT SET WOOD 3UWOD CMOOLUMH EXISTING) i �EA)y.TryO ATGH EXISTING 4 COVE LIGHTING DETAIL2 PHASE 1 -BLDG 4-EAVE SCALE: D 2 4D 2 4 . FEET®6 SCALE: 0®a 110'=V-0" 1 1/2"=1'-0" J H W 0 LL O O w w a O vi a. Ill U) B 0-AO.84 SCALE:I... DRAWNBY:WRSIMWIMJINY c PROJECT NO.:2017852 c SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS Dtrteh Scam Panel 26560 AG CORA ROAD,SURE 106 CALABASAS,CA 91302 Plywood Subsbate d 310.670.9144 wilLs�lshepa L56m Dutch Seam Gip ourra.wm Du h Seam Panel ua•.v-rs.anuuws ATA-Guard Substrate HIP Cap /Wall,and Air Resistive Barrier Dutch Sum Clip #10 x 1"Wafer Head Sia— Plywood SubsVate Plywood 9'Max. 1 Palley Pan E—Tri. E 0 F20 Notched Neoprene set in Sealant 410 x V Wafer Head Screw ' �� 1 F� #10 x l"Wafer Head Scrcw S.S.Painted Pop Rivets Z❑owre Butyl Sealant Tape Butyl Sealant Tape Joggle Chat S.S.Painted Pop Rivets t7 Dutch Seam Panel 4'Min.t0 V'Max. Metal Plug AR 1 Iyy ATA-Gu rd r4,� , Dutch Seam Clip ` ;Dutch Sum Clip All—for Thermal �' ATA-Shield a a'ifRFp PAAGO n Expansion/CordmRion/ M,dI ' \ SIGNANPEV PREMEDSCOPVI,DETHtan 9 OnAt ON nn♦EL[C11011C COPeS MUT BE VEmED FlED u..*aghaa ai WIllR ShlpPhird Gi . BrNll.s�Yfree.com, William R 511.o4iM1rtl o-Sne16YIFtl Al6ca�x, Wiliam R BneppNrtl Uara:20P8,05.2G GB909Y-0fOG• Allow for Thermal EyansionfComraddim Atlantic Beach STANDING SEAM-HIP 5 SCALE: NOTTOSCALE STANDING SEAM-VALLEY STANDING SEAM -EAVE Atlantic Beach Country Club 3 SCALE: NOTTO SCALE SCALE: NOTTO SCALE Phase Construction Documents 1600 Selva Manna Dlive Atlantic Beach,FL 32233 REVISION Water and Air ResuAnie Barrer No DAIS DESCRIPTION Ridge Up, Plywood Sub9tate 1 12-02-221 SD PRICING 2 2-10.23 DDPRICING Notched neoprene set in Sealant #10 x 1'Wafer Head Sarew 3 130.23 90%GG Gable Staler Cleat S.S.Painted Pop Ri— Z Closure 52323 PERMIT SET Gable Tlim Cap Butyl Sealant Tape .S.S.Painted Pop Rivets Dutch Seam Panel Z Clowre Dutch Seam Panel Dutch Seam Clip, IDuteh Seam CGP 5.5.Pop Rlvets ATA-Guard Dutch Seam Clip 'y Sealant Tape Plywood Substrate ATA-Shield 1 widM d roll #10 x I-Wafer Head SCrew-- J Q w 0 LL 0 NO L.L LLI f a O U) a 4 STANDING SEAM-GABLE 2 STANDING SEAM- RIDGE SCALE: NOT TO SCALE SCALE: NOT TO SCALE w R a ROOFING NOTES 1.ROOFING DETAILS ARE FOR BIDDING PURPOSES ONLY.SIGNED AND SEALED SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT FOR REVIEW. 2.SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS AND PRODUCTS 0-A0.85 SCALE:—'-n ORAANBY:WRS!MW;MJ;NY c PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS I \ 26560 AGOURA ROAD,SUITE 1Lfi I \ CALABASAS,CA 91302 RAILING \ 310.670.9144 wftEIBsh9paR,H-R ,I I wxasx HEATPUMP CUSTOM METAL RAILING I I \\ s,rn.�mFns s�ncwstrs ROOF-T- I 1 II I E Of F20 ROOF HATCH ' V{S H 5 9 v SLOPE SLOPE �t l sr` COVER BOARD I EKED AAC�A _•'BHAS BEEN E.— NICNLv R.E. SLOPED DECK — — SIGNATIPE VBirviEn caRWEs uFNTx SDInE PLIDA DOCUNEIR ARE NOT ERED SIGNED AND _GO AND TTHHESiG T'UFC MUSTBE VEPoFIEO MIN. I ON L cD ER A J F lfiPmhR E. 2'-0JI7 DN:C=UB . II.r�diapKN.w. W Iliam R Bleepplletl OSDapdr ptl (ADDER NAORbA.CN.Wlllam Dac21G®.05.23 I BC30.0ZQPDB' WAIL LADDER TO ROOF HATCH I ROOF RIDGE FIBER CEMENT SHINGLES I +� FL—OD SHEATHING \ I I I I SLOPED CEC I METAL STANDING SEAM ROOF FRAMING I I � I TRUSSES — III II I III I —READOUT PLYWDOD AT SLOPED I ROOF DECK Atlantic Beach TRUSSES 24'O.C. cJ MECHANICAL PLATFORM DETAIL 5 MECHANICAL PLATFORM DETAIL 1 Atlantic Beach Couny Clue SCALE: o0®s SCALE: D 2D 2®B Phase 1 1 112"=1'-o' 1 1/2'=V-0" Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION No. DATE DESCRIPTION 1 12-02- SOPwcING 2 2-10.23 DD PRICING OB nEcxArviCALL FASFNED 3 130.23 90•h CD _ 52323 PERMIT SET PDHfSPR(B PNAOHErtHs I SPECIFlCAT10N5 OHlvII I vER$TRIP ��Jn TPO aEDGE BEALANF i 1 IIF BEWIBED)� I I Jn TPO EDGE SEALAM � ypl I/ 11Dm^I (IF REQUIRED) ICax1PRJDUsR (CDNIIIIDDV" I RIDGE JM TAD-COATED XII DGE-- nETAL DBTP E- -—— - -- --..-----f---- -- --—————- SEE NOTES t A� _—_ „ TRUSSES _ o I - ILADDER - aJ E 6 Ncx t • I I ';, b 1 --- -- - ---- ---- -- ------- I I —1D J SLOPED DECK FRAMING I A g-ID„AA 1 HEAD OUT SLOPED ROOF `\ AN NAI TO SECU— RED r DECK - DECK-RE:DETAILT-FE-VB W T HEAD OUT ROOF HATLH \\ \ �D.COA PEENAAsiENfR Q N G, H 36'a 2]5'OPENING \ KIETALLIFNT BEOVIREMFMG LL 111 Vr -—— —— — ———BELOW ——— — ——ROOF HATCH—- ` __JH 5 HGIE2A CADGE,5' O �IBKN (t Su... 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J ^� ,1 S^F'� RnETAL woRK sxouln BE DfslGxfo AN-coNsrwclEO lx AcmROAxcE Q of R o wBEnex.s ArvDiDR PRDrecrsP AN-CONSTRUCTED mnPONExrs exsEN DESIGry PR Wzx. vw=..,a.,, n...M.n.•x -------- sEALAUT IS RErqu�iREDONAumcuT OR ONE CmsuuTE EDGES of REINwB�n ll �. __ -- ' —— — n N NunE(EEE DETAIL -0JPO NETu snEE7 PRCDUCI. m LToav LUT Nem -..'a n—EDG.THIO NIS VIAnns wry Is PuxuFAcnJREo BY THE coNmALIOR s U) cup— DRIP DRIP EDGE(TPO COATED METAL) /,m Z a T-FE-CM1 _ 7� Z 5 8 0-A0.90 4 ROOF HATCH DETAIL 3 MECHANICAL PLATFORM DETAIL 3 2 EDGE DETAIL SCALE:Naam SCALE: NOTTOSCALE SCALE: o s INCHES 2a SCALE: NOT TO SCALE DRAWNBY:WRSIMWIMJtNY 8 -352 PROJECT NO.:2022 a SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 d 310.670.9144 wRLS Kap3e.com JM TPO MEMBRANE FULLY ADHERED TO WALL WRH JM APPROVED MEMBRANE ADHESIVE(SEE DETAIL T-FW-M11 1/4-TO1 I6 mm TO 16 mm)DEM OF JM SINGLE PLY CAULK - s.rA.;rertcn•e,Kmaeas BEHIND TERMINATION BAR(REQUIRED WHEN HIGH INTERNAL ( PRESSURE IS ANTICIPATED) PIPE CLAMP-SLOPED TO SHED WATER) DIRECTLY ABOVE THE GPENETRATION APPROPRIATE CAULK I -JMTERMINATIONBAR114 S-)GAP �`JM SINGLE PLY I.—CAULK(AT TOP VENTSTACK GALV.STORM COLLAR WITH BETWEEN SECTIONS / GF R D9 DRAWBANDANDSCREWSPUICED `1 0 P� - JM TERMINATION BAR FASTENED AT STAINLESS STEEL CLAMP AND 113IEW v TRANSISTIDN 6'(152 mm)O.C.WITH - JM SEALING MASTIC BETWEEN PIPE GALVANIZED APPROPRIATE FASTENERS e ( METAL 0.00FJACN S.S.SINGLE PLY SCR CAULK IV JM TPD MEMBRANE ADHESIVE _ _ __ ANDNECKOF BOOTI - S. CLAMP AND SCREW 1 ARI •;:,,' - PRE-MOfDED TPO PIPE BOOT ROUND JM TPO EDGE SEALANT ` FULLY ADHERED SPECIFICATIONS ONLY) CORNERS OF I IF REQUIRED ROOFJACK fTEBED NT"' JM TPO MEMBRANE MECNANICALLT ��=•' WRAP AROUND JACK WITH BOTTOM 2-FOLDED UP. 11I2'(3B mmfMIN.WELD FASTENED OR FULLY ADHERED •:rp:•^ A= ~ SIMULTANEOUSLY HEAT,STRETCHN WELD TO A (CONTINDOUSI JMTPO6'EDGE SEALANT IF REQUIRED =.�•��;_ FIELD MMERAME IFRO VERTICAL AROUND PIPAFTETO FORM LBq SIEPvXHI0,FTanto V•� 1 SHAPING,ADHERE TO THE JACK. AFTER pHD SEALE08Bw LL>'ut APPROVED-I SUBSTRATE r (. S1GND0CUNgM1 E,11-1�E8 OF"I -••• •-•_"-- _ ___ On nNECE NBCTnOnm COa ES. STB=VERFEC GKEO aN f BOOT- OF SCR - 3gkai} Mae UNSAWR PERIMETER .� '.... •• •. ................ '�- vrmre Ipprme Tod` �� T:` R APPROVED FASTENER AND �- 00 �••r�y.? •L: DNC US. PLATE MIN 4AROUND PIPE H 1 " TRATION DEPENDANT ON = NAILS AS �- -- Wllldm REIPpPIBetl 0.SOeljihe DECK MATERIALS),SEE ��_�•, SPECIFIED _�.� Aemdetn,CN=Weliam SPECIFICATIONS FOR 4A5�p0U'Y' -• Bp-00Rshiippl A.28 FURTHER INFORMATIONI l3I' J� p WOOD BLOCKING CDN ]L]Q(QOT'BO' � INSULATION a'ND 451JK�N1 JM APPROVED FASTENER yE00FC ANDPk 1�6 APPROVED DECK DEPENDENT ON EE K MATERIAATL SEE I FURTHER INFO FOR AFTI J ! FURTHER INFORMATION NOTES: fit' 1. REFERTOJOHNS MANVILLE WEBSITE fiVw j ,;FOR MOST UP-TODATE INFORMATION. NOTES'. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF 1. REFER TO JOHN S MANVILLE WEBSITE(1YA'P.jm-)FOR MOST UP- OXIE INFORMATION. �• INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF 2. PLEASESEE SIN GLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF THIS DETAIL INSTALLATION INSTRUCTIONS AND REQUIREMENT$WHICH ARE CONSIDERED APART OF 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN THIS DETAIL, ACCORDANCE WITH LOCAL CODE RENIREMENTS ANI PROJECT SPECIFICATIONS. 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTEDIN NOTES: THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN ACCORDANCE WRH LOCAL CODE REOUIREMENTS ANDIOR PROJECT SPECIFICATIONS. REFER TO JOINS MANVILLE WEBSITE(rm^.vjm.cam)FOR MOST UPJC0.DATE INFORMATION. PROFESSIONAL. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN 2. PLEASE SEE Si NG LE PLYFLASMNG SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONSAND PROFESSIONAL REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITHLDCALCOOE 4. JM TFO CED MEMBRA IS THISIN INCLUDES FLCURYCUT MEMBRANE (SED EDGES OF REQUIREMENTS ANDIORPROJECTSPECIFICATINS.THESECOMPONENTS SHOULDBEREVIEWEDANDAPPROVEDBYA REINFORCED MEMBRANE.THIS INCLUDES FACTORY CLD MEMBRANE(SEE DETAIL T-M3-0tI LICENSED DESIGN PROFESSIONAL. 4, JM TPO EDGE SEALANT IS REOUIRED ON ALL CUT OR NON-ENCAPSULATED EDGES OF 5. REINFORCED MEMBRANE.THIS INCLUDES FACTORY CUT MEMBRANE(SEE DETAIL T-MSO1). 8, TRIS DETAIL IS ALSO SUITABLE FOR TERMINATI ON OF FLEECE BACKED MEMBRANES.NON FLEECE BACK MEMBRANE IS REQUIRED FOR WALL FLASHINGS, r rJ T-FW-135- MEMBRANE FLASHING BASE TIE-IN (HIGH INTERNAL PRESSURE) 3 T-FP-01 -TPO PIPE BOOT T-DV-01 -VENT PIPE Atlan6c5each Country Club SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE Phase 1 Construction Documents 1606 Selva Manna Drive Atlantic Beach,FL 32233 JM SINGLE PLY OWN ��A>UgLIHTV(N1OT SHOWN FOR REVISION ADJUSTABLE METAL STRAP N0. DATE DESCRIPTION (PROVIDE BY JM) _ ' 1 It-0D11 SD PRICING OVERLAPWELDEDMIN. �j-- 2 2-10.23 OD PRICING I1 I39mm) 3 3 23 90%Do CONTINUOUS I— PER.LL SET JM TPO ROUND SPLIT PIPE BOOT FLASHING y WELD FLASHING RASE L• i �, 11/2'(40 MMI MINIMUM APPROPRIATE TEMPERATURERESISTNECAULK TO FIELD MEMBRANE • AROUND EDGE OF USWELD ALItPM SHEET.-RAN NSE- CONTIN000S 'i F (MUST BE WATERTIGHTJ FASTENED TIGHT ARDULNO PIPE WITH PPE STRAP _ _ O M A iiq )•� e 1 �- •��-�•�•; V1[H SHEET METAL FLASHING AROUND PIPE ABOVE FLOOFAIEMBr-:e..•-m':. Hy^��ay-• It. FO- APPROPRIATEFASTENERS RE:SMA NAES IORR NBCA •:•- -��•: •� JM SINGLE PLV LVOC CAULK TPO HEAT WELDED$FAM ••- FiC _ �. JM TPO EDGE SEA.ANT - JM SINGLE PLY$EALING MASTIC ADHEREWALKPADSWITH l �•-�. '�• � �•=' JMTPODETARMEMRRANEWRAPPEDARDUNDAND JM MEMBRANE ADHESIVE- ?' ;, i{ire��.-1 ADHERED TO METAL FLASHING WITH JM TPD INSTALLED BOOT UNINSTALLED BOOT SEE NOTE] {` --`-- :z_=_• Ep MEMBRANE ADHESIVES-(203mm)ABOVE FIELD _ •aC_� � �BpSP�N�.TET I MEMBRANE SECURE AT TOP WITH S.S.CLAMP.HEAT •• �•�•� •A• 03 F� Y�p AND WELD ONTO DETAIL MEMBRANE AT BASE TO ISOMETRIC VIEW ISOMETRIC VIEW HOLD ADHESIVE BACK Y ;u,;,w.,.= _ �1,F�-_,-- �Y o�E�GS FORM A 117(13 mm)MIN.TURN OUT (51-)FROM WALKPAD •-•LLY;L. -3p;. -, �--,�- aL�4E 'N"� I MINERAL WOOL OR FIBERGLASS H. EDGES •�, :;'.:i::-�:p�12� KpO Iv 00 INS.-ITNI _:JP Iii:-ems. '1(T nr ` Op.SOF C>0p JM TPD DETAIL MEMBRANE WITH UNDERSIZED GLTE •/1 -'e� •{a;::)2L•�r.•.. T,•.4f•- `? NG Ey" N1 CUTTO CREATEA I"(25 mm)MIN.TURN VP ONTO y� NOTES: ''T"kX.L OH5 Nle I METAL FLASHING.IF UNABLE TO INSTALL IN ONE PIECE, J 1. REFER TO JOHNS MANVILLE WEBSITE(wwwlm rom)FOR MOST VP-T0. } ^T T 0 tHlal I INSTALL USING TWO PIECES OVERLAPPINGII/Y(26 lM SINGLE PLY LVOC DATE INFORMATION. •F ,L tL `C+ mm)MIN.AND HEAT WELDED AT SEAMS CAULK Z. ANY CARPENTRY OR METAL WORK SHOULD HE DESIGNED AND �LWsM1",\ I 111Y(3B MMI CONSTRUCTED IN ACCORDANCE WITH LOCALOODEREQUIREMENTS p F MTPO MEMBRANE ADJUSTABLE METAL STRAP ANDIOR PROJECT SPECIFICATIONS.THESECOMPGNENTSSHOULDBE ', I MtN.WELD CONTINUOUS (PROVIDE BV JMI ... F ,,5 MECHANICPILY Lu REVIEWED AND BYALICENSED DESIGN PROFESSIONAL. - ,�1�c �pW I FASTENED OR FULLY Q 3. STANOMDJMROUG SPLIT PIPE BOOT SIZESAREI•,Y,3",4',5'66'. MTp'N O`1A0 p OA} '-- p0 a, •IL _ ______ ADHERED JM SINGLE PLY SEALING MASTIC L�FAD/y..Y�� Q ppE p000p-N I -1- - `�-FMPBRANE FREQ`IIf NDt5050p� C�' •�11_G'! L'O'}., ADHESIVE O JMTPDROUNDSPLITPIPEGOi �0K U�1 --•-- SPECIFICATIONS 0 FLASHING GZN ONLYI tY JM APPROVED FASTENER AND PLATE MIN. �{.� APPROVED DECK WELD FLASHING BASE TO E OF(41 MOUND PIPE.PENETRATION CW'- ZO FIELD MEMBRANE MIN.1 n DEPENDANT ON DECK MATERIAL(S).SEE t?(38 mml CONTINUOUS SPECIfICAT10Ns FO11-IR 2 JM APPROVED FASTENER ANO PLATE 909MURARANE ADHESIVE NOTES: PENETRATION DEPENDANT ON DECK J (FOR ADHERED SPECIFICATIONS 1. REFER TO JOHNS MANVILLE WEBSITE(M�.vjm.com)FOR MOST URTO-DATE INFORMATION. MATERIAL(SI.DE ENDASPECIIT ON CK ONLY) _ 2. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF S FOR FURTHER INFORMATION INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF JM TPD MEMBRANE FULLYTHIS DETAIL. NOTES: ADHERED OR 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN 1. REFER TO JOHNS MANVILLE WEBSITE M-.1-Y)FOR MOST UP-TODATE INFORMATION. 1112`(38 mm) MECHANICALLY FASTENED ACCORDANCE WITH LOCAL CODE REQUIREMENTS ANDIOR PROJECT SPECIFICATIONS. 2. PLEASE BEE SINGLE PLY FLASHING SPECIFICATIONS FOR AFULL DESCRIPTION OF N.WELD CONT. JIMTPO THESECOMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF p1 SEALANT IFREWIRED - 4 PROFESSIONX.. THIS DETAIL MTPO EDGE SEALANT IS REQUIRED N ALLCLTT OR NON-ENCAPSULATED EDGES OF3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN ry REINFORCED MEMBRANE.THIS INCLUDES FACTORY CUT MEMSRANE(SEE DETAIL T- ACCORDANCE WITH LOCAL CODE REQUIREMENTS ANDIDR PROJECT SPECIFICATIONS. V M$-Ol). THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN Z 5. CLEAN MEMBRANE SURFACE PRIORTOWALKPAD INSTALLATION WITHTPOMEMBRANE PROFESSIONAL. a ----- - -- ---------- - CLEANER. 4. JM TPO EDGE SEALANT IS REOUIRED N ALL CUT OR NON-ENCAPSULATED EDGES OF W EDO NOT INSTALL WPIKPADS OVER MEMBRANE SEAMS. REINFORCEDMEMBRANE.THIS INCLUDES FACTORY CUT MEMBRANE(SEE DETAIL T MS01) TL .j _ - _- ]. JM APPROVED ADHESIVES FOR ADHERING TPO WALKPADS ARE JM LVOC MEMBRANE 5. MAYJMUM 150 DEGREES FAHRENHEIT AT SURFACE OF OUTER SHEET METAL FLASHING. ,A ADHESIVE(TPO 8 EPDM),JM MEMBRANE BONDING ADHESIVE(IPO 8 EPDM)AND JM TPO WATER BASED MEMBRANE ADHESIVE, APPROVED DECK APPROVED DECK `s a T-PT-05-TPO WALKPADS OVER ADHERED TPO O-AO,91 MEMBRANE T-DV-02-VENT PIPE HOT SCALE:N[d m 6 T-FP-04-TPO SPLIT PIPE BOOT(ROUND) �} SCALE: NOTTOSCALE SCALE: NOT TO SCALE ( ) DRAWN BY:WRS IMWIMJi NY SCALE: NOT TO SCALE c c PROJECT NO.:2017-352 KEYNOTES SHEPPHIRD NO. DEECRIMGN I DETAIL ASSOCIATES q oSI0NFXEI5-MMETAL ETALS WOOER ARCHITECTS O \) 1 26560 AGOURA ROAD,SUITE 106 m /� 3 S Sil06.010N o6-WOOD,PLASTICS a WOOD MUSS. CA W.670.9144 06 91302 rycen \ J O6.Ot E%P WOO.FI-AS ICS&W000 TRUSS.SEE STRUCTURAL y 310.fi70.9144 wits@shBpae.c0m 602 1 PAINTED P-TF-A.OR APPROVED EQUAL I 6. I Afi. I 0603 1 MERCHANDISE CASEWORK.SEE PERSHOP DRAWINGS 75•I-g- I E. RETAIL COUNTER.SEE PRO,SHOP DRAWINGS s.axcwrecrs-Fnaremc 26'-012' t1'-512- - 10'-0' I 12'-6• DIVISION 07-THERMAL AND MOISTURE PROTECTION 07.131 IDOWNSPOUTSTEINTOSUBTERRr NSTORMSEWER.i . 01.02 GUTTER ANO DOWNSPOUT { E of F" B'�512' 7'-9• 1D-1114• I 3/4' 5'-T' 3'-0314' I I DIVISION OB-DOORSB WINDOWS I I I 06.01 E-ATTICACCESS IU' IT} 4'-5112. 7'-1 1A' 13'-11314" { ART I+ 08.02 LOUVERED DOOR WITH OFFSET HOLD-OPEN DEVICE,DOOR CLOSER, l M 301- W'02 Al I I 0� AND MAGNETIC LOCKING DEVICE fTERFD BRGN\l� DIVISION D9-FINISHES OB.02j� 1y 11T _ CEILING FINISH PER FINISH SCHEDULE.SEE 10 _ oe of THIS ITEM HAS BEEN�cm • A' - - _ J 305 AN 0902 FLOORING PER FINISH SCHEDULE,SEE ID UMaEBAR fox 5o50N THE DATE ORgA (° 22.01 n 09.03 INTERIOR CROWN MOULDING PER FINISH SCHEDULE,SEE 10 E PmNTED COPIESIOIF�ITRS oiu0 J oGE' �+ry ON -AATUR5EMI6TeE VEREG xI�ED OFFICE ! DEFILE STORAGE I I J 09.w TBG CEILING FINISH PER FINISH SCHEDULE B Icc Ie 301 JDI 903 I [o.m pu."I,ratl 6y 301- DIVISION 10-SPECIALTIES WBl NS ppM1n6 _ 11.01 22.01 09.02 - I I 1Gol EXTERIOR GRADE MOTORIZED SHADE 2851A0.40 DN:C-Ug. C Es111 s®NeRae.com, el r \ 0� 3058 2 I 1DG2 E)(lER10R GRADE MOTORIZED SHADE LIMIT TO MA%.7'0.F F. 2851A0.40 W612111R �pMtlO-Sheppiilrtl '.i iI �ilf agpfiapy,CN=WJliam 11.01 RSM1ap(IAIU 301 302 -' I I 1003 JOINS FIRE TABLE SUPPLIED BYOWNER 9UA'20F3,05.23 09:80.0FL2'00' �\ 10.04 [-To.:C FIRE EMINGUISHER IN RECESSED CABINET 06.03 SECURE g - - - - �0\ COMMON I I P K[A. LE EQUIPMENT ,11.01: srDRaGE _ TENNIS CAFE 2 DSERVICE EQUIPMENT.SEE FOODSERVICE DRAWINGS 2 T ® PROSHOF 22-� 908 -PLUMBING OP - - .,_... OR MOUNTED WATER CLOSET.SEE PLUMBING 6 ID 22.0' 1 e.w 0902 ® 2® wC 909C A0.1 I I 1003 ESSIBLE ELOOR MOUNTED WATER CLOSET,SEE PLUMBINGESSIBLELAVATgTSEEPIT-BINGBID . ATORIES,SEEPLUMBING BID' A6�03 ® 7 I j ..STD E 3 Q 22.05 PROVIDE WATER LINE TO BEVERAGE COOLER.SEE PRO SHOP PLAID 050 uD; 0902 OIVISION26-ELECTRIC1. L �[ 06B 2fi 01 WALL SCONCE,SEE IO ArvD ELECTRICAL _ o 3 ® I ❑ I - 26.02 DECORATIVECEIUNGLIGHTFI RE_.OFCI.SEEIDANDELECTRICAL D OS 03 303 26.03 SOFFIT DOWN.LIGHTNG.TYP.SEE ELEC 1- IDs I ni I 091 26.06 2X2 DIRECT INDIRECT TROFFER LIGHTING.SEE ELECTRICAL - 28.05 1SUFUFACE MOUNTED UPLIGHTING,SEE ELECTRICAL l p 4 3 26.06 5URFAGEMOUNTED EMERIOR GRADE CEILING FML OFCL SEE • a Beach 6 A6 A8 ELECTRICAL 26.07 RECESSED a'CAN LIGHT,SEE ELECTRICAL PHASE 21�-TENNIS PAVILION NEW WORK PLAN -LEVEL 1 2a6B PROSHOPLIGHTING SEE ELECTRICAL AND PRO-SHOPORAWINGS Atlantic Beach Country Club Phase 1 va•=r-o• Construction Documents 160D Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 1 12-02-22 SO PRICING 1 -3 DD PRICING I ( 2 I l NI J 1 y r 5 6 Ei 3302390%CO 4 Y Y Y Y 4 523-23 SET 10'-S, 12-6" 2. 3 1 _ U A - ob ❑ -- tY 10-0' 0 6, i lI a ��2� oe6 J ,III I D I E III I11111111111111 I 111111 MIT' - LEGEND A5 ❑ 0'-0• O �� 126_03. ❑ ® ® _26.0, O I 601 - - - - 26' NEW WALL O J Y -2 _ - 26.OB - - _ - - - ul -----r 26.02 2 O60f HETNOTE S A5. ® �p9.03 _10'-B ® ❑ 10'-0• .OS 26.02 I 09.06 260 a A5. ... MATCHLINE ui N V Z J 26.02 I]h9't o- o `I 'I aae Z 09.Ot Y 4I Al WALL TAG.GEE 0.AO.SOTHRU O-A0.5] O ® ® ® 101 DOOR TAG.SFE 0A020 THRU OA0.23 O 9'p• Oj L W10 WINDOW TAG.SEE OA020 THRU 0A023 J_ m o 269, o � '26.03• ❑ q\- EXHAUST Q _ u BI 6 ❑ cn D - - - - n•-912_ - - z 9 ,o.0 10.01 10m. .oz- Z W g 20_03 Z6`03 I ¢ 1 A6. .2 4. 3 3-A2. Ae. S a6. SCALE:AsiMIOIX 2 PHASES PAVILION NEW WORK RCP-LEVEL 1 PRO�BNG 20zz3,12 Y T ra.=r-a• - - KEYNOTES SHEPPHIRD MD. DES-IDN I DETML ASSOCIATES n n n n DivisiDN as-ME�us ARCHITECTS+ENGINEERS .14TEDALUMINUMGVARDRAR 26560 AGOURA ROAD,SUITE 108 05.02 .FIXED METAL LADDER CALADASAS,CA 91302 1 31 6' 37'-6' DIVISION O NTEDP5,PLASTICSe COMPOSITES ,P 31D.670.9144 W1.SQSh¢µd¢.CORI Ofi.01-PLANTED PSWT FFAME ANp RECESSED FLATPPNELS �csa 2 3 DIVISION OT-THERMAL ANO MOISTURE PROTECTION 1 �-f A. I 0].01 ALUMINUM STPNDING SEAM ROOFING OVER HIGH TEMPERATURE s,u,a�-ecrrs.xeeaans 3-Fl3,� �[T4 y` 9ELF-0DHERED UNOERLAVMENT OVER STRUCTURAL PL Tr PECK. A6 MELHANICPLLT SEPMEO.PROFILE AND COATING TO MATCH EXISTING. 12303 �' 0]01 0].02 ALL GUTTERSB DOWNSPOUTS TE INTO GUBTERRANEAN STOW 1 I I I I I SEWER.TTP. E OF 8090 0]:02 07.03 INTEGRATED RIDGE VENT a10-A0.82 I� ft. STRAIGHT EDGED FIBER CEMENT SHINGLE - N1 1 I 07.05 ALUMINUM ROOF HATCH AIR OT.O6 PO ROOF WITH GRAINING EDGE 0-A0.90 S EREO XAG c DIVISION 10-SPECIALTIES IDA 10.01 PREMANUFACTURED CUPOLA,PAINT TO MATGH EXISTING AS BEEN FLECTRONICALLY¢IONEO AND 111 IIAM%I�E�T%EIRG b 3 I 10.02 WFJITHERTIGHT CONSTRUCTION WITH SEIF-GRAINING SYSTEM,BY ITAL SAD CUPOLA MFR. ?Da I oEAEDALECTBOSIG Ao URRdEMG9 Ee RIFTED 10.03 BTANDING SEAM ALUMINUM ROOF BY CUPULA MFR.-FACTORY PAINF 23: 0. 0].05 I 0].03 TO MATCH BUILDING ROOF ypnAE Y 9/,•: by y.11._0. 1,S 01,r WPROFILEO EAVE TRIM BY CUPOLAMFR. ON: C.UB eppM1ire ~I 10.01 I 0 EmwilLs�Nepe¢.mm, 10.05 METAL LOUVERS BY CUPOLq MFR,MATCH EXISTING CUPOLA AT WillidRl R 9NepphctlOdBeRN'ya CLUBHOUSE Amuel GN. 111 H q5. R SllepjRm6 3 _I_ it - _COB BM59 WEATHERVANE RY CUPULAMFR Oma 20�0S 23.01- +`I•{ 4 2 2 3&90F2B]'00' B 2r �il ,1 2 DIVISION23-MECHANICAL A3. 5 I 2301 IH CLAT PUMP WITH EA HCE AREA.ISEE MECMANICRLCRETE EOVIPMENf PADb A0.9 23.02 ROOF EXHAUST PENETRATION ,9,fiISA0.91 L _ R 3 I 23.09 ;CONDENSING UNIT,SEE MECHANICAL 5'-512' S'-3112' 1,SN. 51 I I I -- - - - - - - - - - - LEGEND Ileal WALL Ofi.01 KEYNOTE 4 9 MATLHLINE At WALL TAG.SEE 0-A0.50 THRU 6A9.33 BeachAdantic 101 DOOR TAG,SEE 6AG 20 THRU 60.023 PHASE 1 -TENNIS PAVILION NEW WORK ROOF PLAN W,D WINDOWTAc.SEE 0a 20 THRU0a0.23 AllanticBeach Coun Club O Phase t EXHAUST = Construction Documents 114" 1'-D' - 1600 Selva Marina Drive Atlantic Beach,FL 32233 I �\ ION .0 DATE (NA 1 r ' 1 1O 1kl223 GD PRICING Y Y 2-10.29 -PRICING ,qOg 3 3-30.23 90%CO 523-23 PERMITSET I 1 I I 1 1 I s I I I I I I I 10.03 10.03 10.Oa 1 0.04 Z L i O 23_1 0 r I Y .fitfis.ai' l D o� 3j D 0 w I z LT. >.Oa Z LL- 0 _ 0]:01: ' Q 03.02 palFF 03_ATTIC 03 ATTIC 03 ATTIC - - 2D•-3^V - - -pp 1 - - - - - - - - - - - - 20 / z LUC. t _ �� 6•.113,6• � 3-0.2.1 2 CUPOLA ELEVATION3 CUPOLA SECTION DETAIL 1 EM CUPOLA SECTION DETAIL 2 N/S SCAM:A,Rd�IK SCALE: 00 .5® SCALE: 0 s t 2 FE a SCALE: 0 .50 .5 1® DRAWN BY:VNAB!MWIMJ INY 112"=1'-0" V2'=T-D" PROJECT K.2622362 KEYNOTES SHEPPHIRD NO. I D"""`-" I DETAIL , ASSOCIATES 06.01 Nos-WDDD,PLASTICSs COMROSREs 06.01 PPJNTED PSWTFACIA,OR APPROVEDEWAL ARCHITECTS+ENGINEERS 26566 AGOURA ROAD,SUITE 106 0602 VINYLTAPEREDCOLUMN,ORAPPROVEDEDUAL CALABASAS,CA 91362 2 3 pIVIS10N O7-1HERMILL AND MOISTURE PROTECTION .Q 310.670.9144 wY.s@stlepae960m 07.01 STMIGHTSHINGLEDING -1.SIPAINTED TO TCx E%ISTING MAIN „ CLUBHOUSE,TYPICAL. A6, - anaTT.swm 07.02 SELF_ U EE CUING SEAM RODOVER ING STRUCTURAL PURE OD SELF- ICAC DUNOEED.PRONTO VER STATIN GT LPLYWOODTING s.•rcMecrs-errewFrn MDEER ECHAICALLY SEAMED.PROFlLE AND COATING TO MATCH EXIGTING. ® 01.03 GUTTERANDDOWNSPOUT 10.01•'� -0-77--r--G-ERS TIE INTO SUBTERRANEAN STORM SEWER,TYP. E OF F', SJp- DIVISION t 0-SPECIALTIES 1001 PREMANUFACFURED CUPOL4 PAINT TO MATCH-MG 10.02 IMETAIL FAL-O-R.MATCH-STING CLUBHOUSE I L ARI 10_OJ TT'G 1` A A, 10.03 ITPO ROOF WITH DRAINING EDGE 0.A0.90 RE RGA 7.0z _ 10.04 E%FERIOR GRADE MOTORIZED SHADE 2661A0.40 t 0.05 GAB FIRETABLE SUPPLIED BY OWNERIDA TIME-P 10.06 OPENLOUVERSTSTEM S�GNATIREP EORFDOC�IES OFTIi6mG TAL sT eE vcRI VC DIVISION 23-MECHPNICAL U-1- CL0 CS 23.01 CONDENSINGU1C T,SEE MECHANICAL ON - ONIU 9lepplilr6 DIV1610N 26-ELECTRICAL C_IB; F+ 2601 SOFFIT pOWN-LIGHTING.TYP E-l.s@RlePee.com. William R GYrrePpMrtl O-6nepprbe A95adelea,N LN=William R SIIePF- Dal&'e`626.05 23 6e90caema0 _ 02 PLATE Il Hill1'-sire• C 11'-912' 106,027 301.1 � I' I 11 303 � ]OS c •1005 00 GROUND _PLANE_t 67.01+ 4AS2 Atlantic Beach PHASE 1 -TENNIS PAVILION NEW WORK ELEVATION -EAST Atlantic Beach Counky Club 1 SCALE: 0 1® Phase 1 Construction.Documents 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 12-02-22 SD PRICING 3 110-23 .01RICING 3 3-3LL23 90%CD h 4 52123 PERMITSET •10011 + 10.01 - 1003 10.03 ''^^ VJ 0.0 Z 1 002 O D CJ ' ®® tY ®® J ®® 06.01 W ®®' 01.02 Z - - - - 02 PLATE/� y 02 PLATE 111-9112"V 1r- s" 07.0301 TOC / 01 TTOC _ m _ ---- ----- 10,-o V 10N-p, 06.01 1 z fI4� 66.02 LEGEND O_ `` W302 ]Ot- r1 `J ate' 300.I I 11 300 30011 � � NEW WALL / M1� I I I I I 665 !Q a REYNDTE O_ 23.01 I 07.09 ..- '^ 1 I VJ 00_GROUND 00 GROUND 11 MATCHLINE z PL_ANE_n (�PLANE - Al WALL TAG.SEE.-.60 THRU 0.A0.53 ,26.01- 101 DOORTAG.SEE-S.X THRU 6-A- `w r W10 WINDOW TAG.SEE&ASS)THRU DA0.23 EMMET -_ 3-A5.0 2 PHASE 1 -TENNIS PAVILION NEW WORK ELEVATION- NORTH 3 PHASE 1 -TENNIS PAVILION NEW WORK ELEVATION-SOUTH SCALE: SCALE: 0 1 24- SCALE: 0 1AWN BV: ® c DRWRS!MWIMII NY 1'-0^ 1/a"=1'-0" - - PROJECT NO.:2022.354 KEYNOTES S H E P P H I R D xo. oescwPrlDxI QETaL ASSOCIATES 3 d 2 1 DIVISION 05-METALS fi. 6. AB. 05.01 FIxED METAL LADDER ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SORE 106 DIVISION OB-W000.PIASTICfi B COMPOSITES CAIA6ASA5,CA 91302 PAINTED PSWT FACIA,ORAPPROVED EQUAL 9 370.670.9144 will.s�shePae.mm OB.02 FNO WALL WITH LOUVER fi10.A0.82 wwcse 0B.U3 ,SOFFIT AT SELF-SERVE COUNTER LDr10.62 aww DIVISION O]-THERMAL ANO MOISTURE PROTECTION s xe- .n.E,m.wms �® 0].01 IAUMNU -DING SEAM NDORNG OVER Hl'" RPERATUPE SEAOREDODERILMENTOVERSTRUCTU-F, O O N MECHANICLL _ SEAMED.PROFILE AND COATING TO MATCH DUSTING. 07.02 GUTTERANDDOWWOUT ` }�Oft F(4gp 0)03 :TPD ROOF W ITH DRAMING EDGE 0.A0.90 / a II`yII��IIIIIIII {T :tom LL DIVISIONIO-SPECI TIES i.Aob 0].01 0.0 d 07,03 11 PREMANUFACTUFF9 CUPOLA PAINTTO MATCH-BRINGING 9N, Pe.95 C 1V% 10.02 ATTICACCESS 'PIfRF6 NftUP 1003 GASFIRETASLESUFPLIEOSYOWNER RIII I BEEN ELECTR Y11-17A 10.06 -RIORGRAOEMOTORIZEDSHADE 269/A0.60 RME STA.F SR_UU,,N.A OIOIT. DIVISION 23-MECHANICAL 2301 COMPRESSOR UNIT,SEE MECHPNICALTHE ST BE VERIFIED On Anr ELECTPONIC COPIESE DIVISION 26-ELECTRICAL 2601 .DECORATIVE CEILING LIGHT FO(URE,OFCL SEE ID AND ELECTRICAL M=sg0anM ON C R3nepPnir6 DN: =U8 R E-MII.speOePee.wm. William Stia�+Dphtrtl 0.SNepp1lre A St,.pp,Cry=William Snepp R M D Dale:I4E.D523 _BG90.9Pd7'00' 0>02 02 PLATE/1 a6n1 - 01 TOC n 1D.D4 301-1 30] 11003 . 111 ffil i, i ... 00 GROUND .2301 3 2 1 Ae. D" I PHASE 1 -TENNIS PAVILION NEW WORK ELEVATION-WEST Atlantic Beach Country Club SCALE: FEET Phase 1 2 114"=1'-D° Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION N0. DATE DESCRIPTION 1 1202-22 SO PRICING l 1 ) 1 L I l IVI J 6 2 2-10.23 DDPRICING 3 3.3P23 90Y.CO 4 12323 PERMIT SET 2 A6. -A6 I I I I I I I I I I I 10-114' 10'-0' 10'-0' I I FIXEDLWVER -y f W 26.01 Z O I I � OS.Ot• 6. .r, W ATnc W co o.D2 Z Z DO TIRE I9 J 1'I'-s yr D U H D7 Toc - --- -�- - o•� mW I "123J ZLEGEND SECURE COMMONRO SHO STORAGE VATORIE5TENNIS CAFE� NEW300 304 306 10.03 ---I MATCHLINE co ® I 00 ROUND A \ .' 1. G_PLANE n Al WALL TAG.SEE OA050 THRU 4A0.53 Z c DSD" I Z III-III °' Ot DOOR TAG.SEE 0.A0.20THRU0.A0.23 o III III-I-III-III-1 I I IIIA I I III-1 I I-�I I III-III-�I I I t --I I III I I IJ I I�I�----� �I I III I I -� � $ _III-�I-� I-1 -I I I-I I1 I-� �-III-1 I I_I -� L--III III_I I-III-1 I-� I-I-� I-1 I-� -� I W, WINDOW TAG SEE-20-1-1123 III=III-� � .III-III-1 �-III-1 I-1 -1 I-1 3 -� L--� -1 1-III-� �-III-1 1-III-1 E rADST - A6.0 3-A5. 1 a mj 2 PHASE 1 -TENNIS PAVILION NEW WORK SECTION 4 scAIP:Alma Iec SCALE: 0 1 2® DRAWN BY:41R5!MY/l MJINY c 114"=1'-0' PRDJECTNO:2022-362 KEYNOTES SHEPPHIRD 2No. ASSOCIATE S gVISIONO3-CONCRETE OEBCRIPTION DETAIL D B A p A5.1 p A 03.01 FOUNDATION,SEE STRUCTURA ARCHITECTS*ENGINEERS tYJ CALA AGOURA ROAD.SUITE 706 gVI510N 0]-THERMAL MID MOISTU-E PROTECTION 0].01 EAVE Al VAULTED CEILING 1410A082 CJNABABAS,CA 91302 9 310.670.9144 Al,&hep- o m 07.02 RIDGE AT VAULTED CEILING YDA0.82 rv�va 0].01 EAVE AT ATTIC 210-A0.82 s.rnnnsn£�rrwnfns 0— IRIDGE AT—C 11DA0.82 0].05 JTPO ROOF WITH DRAINING EDGE - 0.A0.90 , DIVISION 09-FINISHES OF F2 09 n, TILE ON SACK 6 SIDES OF COUNTER RECESS 1F' F O9 I DT.e I 0]00 I 0902 OWNER PROVIDED ARTWORK DIVISION IO-SPECIALTIEB 1 ARI 10 01 9REMANUFACIt1RED CUPOLA,PA NITTO MATCH-STING I I I cR 10.06 EMERIORGMDE MOTORIZED SHADE 295IAO.1e JERE9 pAUH q 11 II r — I I 'El_gsP_ OnT E60ITAL0 EN 6 OOLO6 ATTIC Ory An7 ELEUCTHM.COmIES�TT eE VER FYED ATTIC TUR MU pp*4 I i DN: E.Wll.s®depee.wm. 02 PLATE 02 PLATE VJIIiamR9nepphnd asne�are -- _ —��,-97/2•� Aawoeby CN=wuem R Sneppiw.E _ �__m DIM //�� _ _ _ _ _ _ > 01 TOC n Da. .a5.z3 — - -10'x! 10. 0. 1 o>Ls:d'oD' E-7 ® I SHOP i 261 ie D0.t 90n FFlCE ` = 0 3aD oat aD1-, WC--- LA" WE D 03.01' I, i 3.01 �I I 00_GROUND "" 7-7011_GROUND PLANE■. .-- —� -_-- j—III—III—I —I I—III i I—III—III—I I—I III I I—III—I —III -111=III=zl.,_II1=1I I.. _I I—III—III I I—III=I 1=1 I—III=IF, 1=1 1=111=1 1=1 III—III—III—I I' —I =I —III. =1 =1 1=I 1-11 M I I—I I I—I 11—I I I—I I ISI I I-1 Il-1 I I-1 IL-1 I I=-I ISI 11=I I I=1 III I L.� } III—III—Iii iii=1 =1 I=1 =I =i I —I =i I= =i —i =I I—i =i =i I= Atlantic Beach PHASE 1 -TENNIS PAVILION NEW WORK SECTION 1PHASE 1 -TENNIS PAVILION NEW WORK SECTION 2 Atlantic Beach Country Club 1 SCALE: 0D 1 I FEET S 2 SCALE: 0 1 2 "ET ® Phase 1 114"=n0" Construction Documents 1600 Selva Manna Drive Atla 13ntic Beach,FL 32233 2 SIJ Y REVISION 2 A5.1 NO. DATE DESCRIPTION A`+ 1 12-0D22 SD PRICING ] .1M 330.23 NG I d 12323 PERMITSET I I 23' i-7 F11 O,D2 I U) z �o O 1 I � 2 U LLJ a 6.1 t""d — T. o I A 0]011 I 5� }f r, rci 6 - N! _ 02 PLATE �•_ �`YN...��02 PLATE/� 11, 1 �FjTO� b m 17-91/2" 1 _ 01 TOT 17, iI 09.01 O i b LEGEND 3060 � I �� I I III I I •I� I I I I Y I I Q I I aD1 a ,❑ I ! �. -GROUND a I r OD_GROULn ND —III— — — I 1 — i I PD N° — I I —I — —/I— --I I —i` 111 1-1 — PD D� rvEwwA z ITI=11 III=111—III=1 =III=111 III—III=1 `—u�III III—III=1 I I—I 1=1 I I 111 III-III III=III-I! III—I LI I=III III- III III—I w Q I ISIII— III III III II I=III—III—III P`I—III i —III III—III KE—TE I —1I 1. I I I-1 ISI 1 111-1 I i 11-1 11-1 - 1-1 III . 1-111 _ 11-III 1-1 11-111-1 --- MATCHLINE 2 2 -2 Al wA1LTAG.SEE.-MTHRU 0-A0.53 �� 101 ODOR TAG.SEE 0.A0.20 THRU 0-A0.23 W10 WINDOW TAG.SEE hPD10T—&AD23 3-A6.0 3 PHASE 1 -TENNIS PAVILION NEW WORK SECTION 3 4 PHASE 1 -TENNIS PAVILION NEW WORK SECTION 5 71111 scuE:A1 t—T SCALE: DD 1 � ExHAusr Q SCALE: 0u DRAWN BY:WRSIMWIMJINP 114"=T-0" 114'=1 0" PROJECT NO,2622352 KEYNOTES SHEPPHIRD NO. DE5O 11ITION DETAIL ASSOCIATES DIVISION O6.WOOD.PLASTICS fl COMPOSITES ARCHITECTS+ENGINEERS 06.01AINTED PSWT TRIM,OR APPROVED ED— 2656GA D ^ P CALA ASAS,C ROAD.SURE NOfiH A 06.02 VINYLTAPERED COLUMN COVER WITH CAPITOL,BASE flA3TRAGAL 3OAO.T3 CALRBASA5,CA 91302 06.03 STRUCTURAL TRUSS.SEE STRUCTURAL .1310.670.9144 wiLs�lsrlePae.DDm 0605 STRAIGHT EDGED FIBER CEMENT SHINGLE _ i III y' 2 6�1I, BRTII' 2)IB 08.08 PAINTED PSWT WINDOW TRIM,OR APPROVED EOVAL 2 6SEWER. m DIVISION 0)-THERMAL ANO MOISTURE PROTECTION �I OI.OI DOWNSPOUTS TIE INTO SUBTERRANEAN STORM SEWER.TIP. Ofi 03 0808 06.03 I 06.03 48 'GUTTER C Or p 11 B7A4 ALUMINUM STANDING SEAM ROOFING OVER HIGH TEMPERATURE aTM ` Bza - (SELF-ADHERED SEAAIEAYMENTE AND PLYWOOD DECK. ` MECHANICALLY SEAMED.PROFILE ANO COATNG TO MATCH EXISTING. . AR! OIN31ON OB-DOORS&WINDOWS 1'-1 08.01 WDVDOW SHUTTER OA0.22 4j re"za 75 OT.03 Jr N��4 02 PLATE DIVISION 09FINISHEG FRED P0.G 02 PLATE D2 PLATE& /�_02_POTE _ 09.02 CEILING FINSH PER FlNISH SCHEDULE,SEE ID P 91- 11'-911272" �/11'-9112" 11'-9112° i DevewiilEw�i A.s aixnD OTELIOA 09.03 rINTERIOR CROWN MOULDING PER FINISH SCHEDULE,SEE ID 0601 OS01 06.01 I - DIVISION IO SPECIALTIES OOCU EMn E11NOTC 511EAE SIGNED arvD (/jj 01 TOC - - Ot TOC/� /�01 Toc _ _ - 01 TOC/� 1001 D" ll 10'-0" - --10•-0"l/ 10.01 EATERIOR GRADE MOTORREO SHAVE 216A0.40 SEUED ENDTHELONRNFE MUST BE_FTED 02 09 02 Dn 4Nv ELECTRONIC COPIES Ofi.06 10.02 SHADE SCREEN GABLE ANCHOR SURFACE MOUNT BA}A0.40 09.02 R$D 8 SY 0 09031 01.01 10.03 (CASHIER COUNTER DIY:C•Ue,apphi, LLT01� :� � EwW.s�MePae.rnm. .I �� L o6.Ofi William R:�applreC 0.gneppVre I 08.02 q Stte Nsvtlepa.GN=William Pi1HH I pelaO wSo- a 0fl�ffi.4/'00' OB.01 L I b 3068 1003 I I 00 GROUND 00GROUND OD_GROUND 00GROUND PLANE _ _ PLANE pLAN�-n�T _ __PLANE D�I(l�l I lll-I -I(i 11 D � =III-I I I-I - -I -III III D- II III=III-III=1 I III- - III- I III-III= I_I I I I I -I I I-I I I = = III III-III-I i I- -I -I 1 I IM I I I III I I III. III III i I III-II1=1 v 1= 1=1II III .. :`: III III III-1 :I=1II-II1= - III III - II -III-III - II = llI-III III III III=1 - = III-1I_I I-1 f III-I 1=1 I-III III I I -I 11-III=1 I=111=1 If-1 1=1 I I_I r r ,r-r - - - - - - Beach .r r r r r r r I -1 I=1 I=1 =1 =1 I=11=111= - - III-III-III-III-1 L-III-1 1 WALL SECTION 1WALL SECTION 2 3 WALL SECTION 3 4 WALL SECTION 4 Atlantic Beach Country Club SCALE: B s 1 EP�T�4 2 SCALE: B s�� FSE r SCALE: D 5?FEET1 SCALE: 0 sem _F�� Phase 1 " 112"" 1'-0" V2�1r 0• Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION N0. DATE DESCRIPTION 12-02-22I SD PRICING 2 2-1023DO-ONG 3 336239D%CD 52323 PERMITSET VJ Z LO r U W U) J J Q Z 0 J f CD LEGEND 0 J a n. t'4- NEW WP1L �V•/ I� Z tl OB Ot KEYNOTE Z,I MATCHLINE tL V WALL TAG.SEE 0.A0SO THRU-A0 n 101 DOORTAG.SEE(EA0.2DTHRUDA0.23 WINDOW TAG,SEE 6AO.2D THRID-0.23 3-A6.1 EXHAUST SCALE:A—— DRAWNBY:WRS.'MWIWINY I PROTECT NO:2022352 SHEPPHIRD ASSOCIATES ARCHITECTS*ENGINEERS 26560 AGOURA ROAD.SUITE 106 i Beach Country rLABASA3. A 932 �.cs� Atlant * c8 310.670.9144 M1.s@shep-.wm Club PHASE 1 : PERMIT SET BUILDING 3 OR gF(OP/� AR E c�000, lie, MAY 2312023 ® --- �Ns srEREa A�c� a• S�EVPNp�.FG ao �- a Rai 11. ",, siee eRINEo u.aLiaOrvrC LO eEby ` 1YNfiatn718TePP6irE DN;C=ye E-will.s®MePae.rnm, - �; .r• ___ - William F`O,ppNaECN=William _ festa'20.'D.0.5.2a Atlantic Beach Atlantic Beach Country Club Phase 1 . Construction Documents C •- L t 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION ION 441 DATE DD PRICING 12-02-22 SD PRICING - '}—`—"'�—�'-'^••� 2 2-10.23 DO PRICING 3 }30.3] 90%CD PE"IT PERMR SEi a , W 2 U) W J H_ H I� : .r. _ Y I _ - SCALE 332-nv t DRAMBY lNRS1MA'i MJ;NY c PROJECT 440:202235Y 3 SHEPPHIRD ASSOCIATES SHEET NO. SHEET NAME ARCHITECTS+ENGINEERS FOOD SERVICE 26560 AGOURA ROAD,SURE 106 CALABASAS,CA 91302 STRUCTURAL 3-FS2.10 FOODSERVICE EQUIPMENT PLAN b 370.670.9144 wfil.s@sh¢pae.cam 0-50.30 TENNIS PAVILION STRUCTURAL GENERAL NOTES 3452.11 BUILDING CONDITION&VENTILATION PLAN 0-50.31 TENNIS PAVILION COMPONENTS AND CLADDING 34S2.12 PLUMBING ROUGH-IN PLAN 0-50.70 TENNIS PAVILION SPECIFICATIONS 3-F52.13 ELECTRICAL ROUGH-IN PLAN 0-50.71 TENNIS PAVILION SPECIFICATIONS 3-FS8.10 REFRIGERATION DRAWING 0-53.30 TENNIS PAVILION FOUNDATION DETAILS 3-FS8.11 WALK IN DETAIL 0-56.30 TENNIS PAVILION FRAMING DETAILS 3-F58.12 WALK IN DETAIL RS�OF F(09i 0-56.31 TENNIS PAVILION FRAMING DETAILS 3-FS8.13 WALK IN DETAIL 0-56.32 TENNIS PAVILION FRAMING DETAILS 3-FS8.14 WALK IN DETAIL $+ VARItr 3-51.1 TENNIS PAVILION FOUNDATION PLAN rc+�`�� 3-51.2 TENNIS PAVILION ROOF FRAMING PLAN INTERIOR DESIGN T�EREO ARCS 3-ID0.01 PHASE-1 TENNIS PAVILION GENERAL NOTE' _THIS H11 SIGHED ARCHITECTURAL 3-101.01 PHASE S TENNIS PAVILION MILLWORK/ELEVATION KEY PLAN - oi,¢eeAnwires sorvi EoniE oxmA nxri¢srANr sxowry usrv�A ERIR' T1.0 TITLE SHEET 3-ID1.02 PHASE 1 TENNIS PAVILION REFLECTED CEILING PLAN slciuuR¢rRINr¢o corks oFlxls T1.1 SHEET LIST 3-101.03 PHASE I TENNIS PAVILION FLOOR FINISH PLAN SE AN.A.B: Si AT.IISrBE_F10 T1.2 PHASE 1-OVERALL SITE PLAN 3-ID2.01 PHASE 1 TENNIS PAVILION ENLARGED PLANS aVb-Y�n rd e� IPAi&IIRB6eppnN T1.3 PHASE I-OVERALL BIRD'S-EYE VIEW 3-I03.01 PHASE ITENNIS PAVILION FINISH SCHEDULE DN:c.us TZA PHASE I-TENNIS PAVILION AXONOMETRIC AND PERFECTIVE VIEWS 3-ID3.02 PHASE I TENNIS PAVILION FINISH SPECIFICATIONS W11b.R,'-epplvre ABSh,ppn CN=Wllirm 0-A0.1 ARCHITECTURAL GENERAL NOTES,SYMBOLS&ABBREVIATIONS 3-103.03 PHASE ITENNIS PAVILION DOOR&FRAME SCHEDULE ome'aszs�.os.2a 0-AO.2.1 PHASE I-MAIN CLUBHOUSE&FITNESS CENTER CODE ANALYSES TABLE 3-104.01 PHASE I TENNIS PAVILION ELEVATIONS ",Q147'00' 0-A0.5.1 PHASE I-TENNIS PAVILION CODE ANALYSIS TABLE 3-1D5.01 PHASE I TENNIS PAVILION MOULDING PROFILES 3-10102 PHASE I TENNI5 PAVILION HEAD,JAMB AND SILL DETAILS 0-AO.5.2 TENNIS PAVILION-OCCUPANCY&EGRESS PLAN 3-ID5.03 PHASE ITENNIS PAVILION DETAILS 0-AO.11 ACCESSIBILITY DETAILS 3-105.04 PHASE ITENNIS PAVILION DETAILS 0-AO.12 ACCESSIBILITY DETAILS , 0-AO.13 ACCESSIBILITY DETAILS O-A0.14 ACCESSIBILITY DETAILS 0-AO.15 ACCESSIBILITY DETAILS 0-AO.22 TENNIS PAVILION SCHEDULES 0-A0.30 DOOR&WINDOW DETAILS 0-A0.31 DOOR&WINDOW DETAILS 0-AO.32 DOOR&WINDOW DETAILS 0-AO.33 LOUVER DETAILS 0-AO.40 MOTORIZED SHADE SCREEN DETAILS 0-AO.50 WALL TYPES 0-AO.51 WALLTYPES 0-AO.52 WALL TYPES Atlantic Beach 0-A0.53 WALLTYPES 0-A0.54 WALL TYPES Atlantic Beach CDuntry Club 0-AO.60 EXTERIOR WALL DETAILS Phase 1 0-A0.65 TILE DETAILS Construction Documents 0-AO.72 EXTERIOR MISC.METALS 1600 Selva Manna Drive 0-AO.73 EXTERIOR ARCHITECTURAL DETAILS Adantic Beach,FL 32233 O-AO.74 EXTERIOR STAIR&RAILING DETAILS REVISION 0-AO.75 EXTERIOR CASEWORK DETAILS NO. DATE DESCHIPTI.N 0-AO.76 EXTERIOR CASEWORK DETAILS 1 tY-02-22-SD PRICING 2 2-10-2a 01 PRIanc O-AO.78 TENNIS CAFE DRINK WALL&CASEWORK a NN' sox cD 52-15 PERMITSET 0-AO.81 STEEP SLOPE ROOF DETAILS 0-A0.82 STEEP SLOPE ROOF DETAILS _ O-AO.84 STEEP SLOPE ROOF DETAILS 0-AO.85 STEEP SLOPE ROOF DETAILS 0-AO.90 TENNIS PAVILION ROOF DETAILS 0-AO.91 TENNIS PAVILION ROOF DETAILS 3-A2.0 TENNIS PAVILION NEW WORK PLAN AND RCP-LEVEL 1 3-A2.1 TENNIS PAVILION NEW WORK ROOF PLAN 3-A5.0 TENNIS PAVILION BUILDING ELEVATIONS 3-A5.1 TENNIS PAVILION BUILDING ELEVATIONS&SECTIONS 3-A6.0 TENNIS PAVILION BUILDING SECTIONS 3-A6.1 TENNIS PAVILION BUILDING WALL SECTIONS MECHANICAL 3-MO.1 TENNIS PAVILION MECHANICAL GENERAL NOTES 3-MO.2 TENNIS PAVILION MECHANICAL LEGENDS&ABBREVIATIONS 3-MO.10 TENNIS PAVILION MECHANICAL DETAILS 3-MO.11 TENNIS PAVILION MECHANICAL DETAILS 3-MO.20 TENNIS PAVILION MECHANICAL SEQUENCE OF OPERATION 3-MO.30 TENNIS PAVILION MECHANICAL SCHEDULES U) J 3-M0.40 TENNIS PAVILION MECHANICAL COMCHECK 3-M2.0 TENNIS PAVILION MECHANICAL PLANS-LEVEL 1&ROOF W W PLUMBING F 3-P1-0 TENNIS PAVILION PLUMBING SCHEDULES - 3-Pl-01 TENNIS PAVILION PLUMBING PLAN &' ELECTRICAL 3-E0.1 ELECTRICAL COVER SHEET 3-E2.0 TENNIS PAVILION POWER PLAN-LEVEL 1&ROOF 3-E3.0 TENNIS PAVILION LIGHTING PLAN-LEVEL 1 3-E4.0 TENNIS PAVILION PANEL SCHEDULES T1 . 1 SCALE: DRAWNBY:WRS!WNIMJINY PROJECT NO.:2022.352 SHEPPHIRD -STING LANDSCAPE BUFFER -"- _ -- TENNIS COURTS ASSOCIATES sEE clwl ARCHITECTS+ENGINEERS PROPERTY LINE n-�--Y_�-` jl 26560 AGOURA ROAD,SUITE 106 FMRE LANDSCAPE CALABASAS,CA 91302 BUFFER d 310.b70.914/ wi.a�shepae.com T EJ i 1 $ a sloev^RD d' �OF Ftp 11 E%ISTING LANDECAPE BUFFER I f U 137 , t fRfO PRG 1 = s ITEM NAS MEN ELECTRONIC—mONE 4 "atat wE TxEABIaIrAL �� DOCIMENT ARE NOT 11. aN ANr ELEClHE TR°mc coves sai vealFµi[o - r �py4eefgned by 4VAn®n RBnePPhntl DN:C.UB Eaiill.a@NePee.com, William R 9Aeppltttl O-BnappwE pew-efee,CN.W lliam ' Y]. 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DATE DESCRIPTION 2 2.1 23 DDPRICING INC 3]0-22CD 3 3 3 90% 90%CD 4 52323 PERMIT SET IJ l r - 42 Lu Lu t/ - = w t> 1 - > 0 Lu V) LANDSCAPE IMPROVEMENTS R SEE CIVIL&LANDSCAPE 2 T1 .3 BIRD'S-EYE 2 SCALE: NOT TO SCALE SCALE: DRAWNBY:WWWMENY PROJECT NO,2622.352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROM,SUITE 106 CAlABASAS,CA 91302 S 310.670.9144 wlls@shep-ae.com .` s.a�anEn-Eac.Re+s Of F20 _*1% K' R F1 s I� 'Y Srfaf7 E0.0H ® ® 0GEnsEMx BEENrvcm E Ion s-i vMaER aR vzsys ory TxE onT NE - ® ANDTH MREeROWNu—BONE"FI GNa'ORNiE.PRMOI C0�9EDERRTMIS ED1 ® ® Ory aNr ELE SIGxaTUREMU9T a'E VERIFIED CTa0rv10 EOP¢e Dplpilea W WlAlem p SlleppM1irtl qJl:G118 E .slpaM1ePae.mm, W Iliam R 9AappM0.SI, rtl SnepplFe A I,.pp CN=WAiam R ShappMtl Dales 2@8A5.23 BdeC:03.0i 00' i- ..._ Adandic_ : _—- Beach Atlantic Beach Country-Club 1 PERSPECTIVE 1 Phase 1 SCALE: NOT TO SCALE Construction Documents 1606 Selva Manna Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 1 12—M SD PRICING 2 2-10.23 DD PRICING ] 330.23 Co 52123 PERMIT SET e U a' F— W O zx cn ¢ > z W I U. CL __. z LLJ 1L_ w Lu g Q 2 PERSP aCT �E 2 T2.4 SCALE: DRAWNBY:WRSIMWIMJINY PROJECT NO:2022-352 SHEPPHIRD ASSOCIATES GENERAL NOTES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 yEL.EBBL. - CALABASAS,CA 91302 P 310.670.91" Wills@shepaR.LDN 1. ALLDUCTWOW DIMENSIONS SHOWN ARE INSIOECLEAR DIMENSIONS.INCREASE SHEET METAL FABRICATION DIMENSIONS TO ACCOUNT FOR CONTRACTOR SHALLCOMPLY WITH ALL LAWS,ORDINANCES,RULES,CODES,AMENDMENTS,AND REGULATION5 OF ALL GOVERNMENTAL wxcI DUCT LINER WHERE INDICATED ON PLANS. AUTHORITIES HAVING JURISDICTION AND ME NATIONAL FINE PROTECTION ASSOCIATION.ALL MECHANICAL EQUIPMENT,COMEMISHT5, INSTALLATION5,AND CONTROLS TO COMPLY WITH THE FOLLOWING: _ 2. SUPPLY,RETURN,EXIIAU5TANDOUTIME AIR DUCT SHALLBE CONSTRUCTED or GALVANIZED SHEET METAL CONFORMING WITH ASTMASD, P4artr.E eNw A525,AND A527 RATINGS AND A G9D COATING DESIGNATION.ALL DUCTWORK SMALL atARRICATED ANE INSTALLED IN ACCORDANCE WITH A. THE SUMSSIONMABIDORPROP05ALWILLBECONSTRUCTEDMS DENCETHATTHECONTRACTORISFAMILURWIZHTHEPLANS s.axcwrzc�sri+ceeTns. THE LATESTVERSION OFSMACNA'S'HVAC DUCT CONSTRUCTION STANDARDS METAL ANO FLEXIBLE'FIBERGLASS DUCT BOARDSHALLNOT BE AND BUILDING SITE.CIAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS OR LABOR DUE TO DIFFICULTIES ENC DUNTERED USED. WILL NOT RE RECOGNIZED,UNLESS THESE DIFFICULTIES COULD NOT HAVE BEEN FORESEEN EVEN THOUGH PROPER EXAWNA71 M HAD BEEN MAGE. 3. LOW PRESSURE DUCTWORK SHALL BE CONSTRUCTED TO2IN.W.G.PRESSURE CLASSIFICATIONS,WITH SEAL'C'AND A LEAKAGE RATE OF 12 FOR RECTANGULAR DUCTWORK. B. PROVIDE ALL EQUIPMENT AND MATENAL5 AND PERFORM ALL-ANGR REQUIRED TO INSTALL COMPLETE AND OPERABLE SYSTEMS AS INDICATED ON THE DRAWINGS,AS SPECIFIED AND AS REQUIRED BY CODE. >♦// MITERED AND RADIUS ELBOWS SHALL HAVE AMINIMUM 1.5 RADIUS,UNLESS NOTED QMERWISE. A. C. DR VIDE MING EQUIENT PMENT EMATEN LS.SUBTTALS MR SMALL BE SUBMITTED ITTEDT NG To THE WITH CONTRACT APPLICABLE,TS AND G AU- To 5 PROVIDE SINGLE THICKNESS TUIWING VANES FOR ALL MTEREDTUgNS,ELBOWS,AND RADIUS ELBOWSLFSSTXAN 1.5 RADIUS. ORAEPROED PRIOR TBMATERISE DR AIONOF SUBMITTED ITEMS. UDAETTNER NAU-ARCHITECT,CLUDE AS APPLICABLE,AND SHALL BE APPROVED PRIOR INFOR ION.RFABRICATION OF=ISTIC ITEMS.SUBMITTA DS IO INCLUDE MANUFACTURER AND 5,M 6. DUCTW'ORKSEAMSMtCDCCRINSHALL STOME BJOIN 5EALANTCOMKIEAMAND JDINTSEAIAM.FLANGEDJ01NT5 BEUSEESEAlIDWITH NUMBER,SCHETION5NFORMAQUIRE LECTRICALCHARACTERISTICS,ACCESSORIESANDOPTIONS,INSTALLATIONINSTRUCTIONS,dND Consulting Engineers M4.STI[,ORIF PART,pCIDCURING,EIASTOMEN[IOINT SFALANTCOMPIANT WITH ASTM C30.DUCT TAPE SHPLL NOT BE USED. LIST MY OEYIATIONS FROM REQUINENENTS. 7. ALL SUPPLY MR AND OUTDOOR AIR DUCT BRANCH DUCTS SHALL INCLUDE MANUAL BALANCING DAMPERS AT CONNECTION TO MAIN DUCTS.IF D. ALL EQUIPMENT B MATERIALS SMALL BE NEW(UNLESS OTHERWISE INDICATED),AND THE CURRENT MODEL FORWHICHREPACENENT 419:PItz•ant Hill Rd.,SW,200 MANUAL VOLUME DMWER5 ARE INSTALLED IN INACCESSIBLE CEILING OR SIMILAR SPACE,PROVIDE REMOTE DAMPER CONTROLLER AND VOLUME PARTS ARE AVAILABLE.SUBSTITUTIONS MALL OILY BE ACCEPTED AT THE EISCRETION OF THE FNGI NEER. DNlu16,GA 30(19X, DAMPER,YOUNG REGULATOR BOWDEN CABLE COMC ROLLER 27D 896C CONCEALED CUP AND COVM,DMNER MODEL 830A-CC,OR EQUAL, Ip)770.622.2270 (I)-0.6_12.2271 E WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE REQUIRED,THE PROW AN CT OF ONE MUFdCZURER SHALL BE 0. SPIN-IN FITTINGS SHALL BE 26 GAUGE GALVANIZED G90 SHEET METAL WITH INTEGRAL DAMPER AND SCOOP. USED. 9. FLEXIBLE DUCTWORK SHALL BE UL 181CLASS 1 RATED,FLEKMASTER TYPE AM OR APPROVED EQUAL.FLEABIE DUCTWORK SHALL NOT BE USED F. IFTHECONTRACTOR SUBSTITUTES EQUIPMENT OR MATERIALS DIFFERENT FROM THE EQUIPMENT O MATERIALS SPECIFIED,ME IN NEGATIVE PRESSURE APPLICATIONS. CONTRACTOR WILL BE RESPONSIBLE MR ANY CHANGES OR INCREASE IN COSTS TO INCLUDING BUT NOT LIMITED TO ELECTRICAL DISTRIBUTION SYSTEMS,STRUCTURAL SUPPORTS,ARCNTECPURAL CHANGES,CC.TO ACCOMMODATE THE SUBSTITUTED EQUIPMENT. 10. ACCESS DOORS 5HALL BE DOUBLE WALL,DUCT ME REED.ROUND WTTH CAM LOCKS AND CABLES,FABRICATED OF GALVANDED SHEET MCTAL WITH INSULATION FILL AND THICKNESS FOR CLASS I DUCTWORK. G. MECMTRACTOR SHALL WARRANT TO THE OWNER THAT ALL WOW 511ALL BE FREE FROM DEFECTS PND WILL CONFORM TO THE CONTRACT EOCUMENTS.THIS WARRANTY SHALL EXTEND NOT LESS THAN ONE(1)YEAR FROM THE DATE OF BENEFICIAL OCCUPANCY 11. INSULATE ALL SUPPLY AIR AND OUTDOOR AIR DUCTWORK AND RETURN NR DUCRVORK WITH INTEGRAL VAPOR BARRIER.INSULATION SHALL BE FOR WORKMNISHIPNIEAWTERIALS.COMPRESSORS SHALL INCLUDE MANUFACTURER EXTENDED FOUR I4)YEAR WARRANTY IN MIN.R-8 WHEN INSTALLED.INSULATION SHALL BE AFPUED WITH UNBR AREN VAPOR SEAS.THE INSULATION SHALL BE CONT RUOU5 THROUGH ADDITION TO INITIAL CONTRACTOR ONE NI I YEAR WARRANTY. WALL OPENINGS AND SLEEVES.All DUCT HANGARS SHALL BE INSTALLED OUTSIDE OP DUCT INSULATION.ALL APPURTENANCES CONNECTED TO COLD SURFACES SMALL BE INSULATED TO PBEYEM CONDENSATION. H. MECONTRATOP SHALL PROVIDE OPERATION O MAINTENANCE NORM)MANUALS THAT SHALL,AS A MINIMUM,INCLUDE PARTS LISTS FOR INDIVIDUAL COMPONENTS OP EACH PIECE OF EQUIPMENT,MANUFACTURERS NAME ANO ADDRESS,LOCATION OF LOCAL PARTS 12. SUPPLY AND RETURN DUCTWORK LOCATED EXTERIOR TO THE BUILDING ENVELOPE SMALL BE CONSTRUCTED OP GALVANIZED SHEET META- SUPPLIER,MANUFACTURERS PUBLISHED OPERATION AND MAINTENANCE INSTRUCTIONS,DATA SHEETS HIGHLIGHTING EQUIPMENT 1190MR.I MSD(ALL SEAMS CAULKED AND SEALED WEATHERTIGHT MD COATED WITH A RUST PREVENTIVE COATING OVER THE ENTIRE DUCT DESIGNATIONS AND MODEL NUMBERS.DATA SHEETS FOR FANS SHALL INCLUDE FAN CURVE OR PERFORMANCE DATA FOR THE FULL SURFACE.BUCTWORK TO BE SLOPED MIN.1/4"PER IDIOT.PRWIDE MIN.R-8,12"THICK)RIGID INSULATE DN BOARD,JOHNS MANVILLE AND RANGE BE STATIC PRESSURE AND CFM CAPABILITIES. SERIES SPIN-GLAS OR EQUAL.PROVIDE WEATHER-PRDOF CLADDING JACKC ON EXTERIOR OF ASSEMBLY,JOHN MANAUEALUMAGUANU OY EQUAL. C TME CONTRACTOR SHALL PROVIDE OPERATION B MAINTENANCE 1OEM)MANUALS THAT SMALL.AS A MINIMUM.INCLUDE PARTS LISTS FOR INDIVIDUAL COMPONENTS OF ER EACH PIECE OF EQUIPMENT,MANUFACTURERS NAME AND ADDRESS,LOCATION OF LOCAL PARTS S I I III/Y REFRIGERANT%%NG: SUPPLIER,MANUFACTURERS PUBLISHED OPERATION AND MAI-ANCE INSTRUCTIONS,DATA SHEETS HIGHLIGHTING EQUIPMENT ISH DESIGNATIONS AND MDDEL NUMBERS.DATA SHEETS FOR FANS SHALL INCLUDE FAN CURVE OR PERFORMANCE DATA FDR THE FULL a•AX4LN H T REPUGERANT PIPINGTO M TYPE ACR COPPER TUBING CONFORMING TD ASTM B28D. RANGE OF STATIC PRESSURE AND CFM CAPABILITIES. `��J'yTCE.VA, 2. REFRIGERANT SUCTION LINES TO BE SLOPED 1/0"PER 1D LINEAR FEET M HONZONTPL RUN TOWARD COMPRESSOR WITH NO LONG TRAPS OR 1. UPON COMPLETION OF THE WORK,THE CONTRACTOR 51ALLTHOROOGHLY CLEAN THE CONTRACT ARTA AND ALL OTHER AgEeS USED z No. ]] DEAD ENDS THAT MAY CAUSE OIL SEPARATION. FOR STORAGE,STAGING,ETC.THIS SHALL INCLUDE,BUT NOT BE LIMITED TO,WASHING AND REPAIRING GLASS,REMOVING SPOTS AND STAINS,CLEANING ALL FIXTURES AND WASHING ALL FLOORS,WALLS,AND CEILINGS,AS APPLICABLE TO THE WORK AREA _ 3. BEFNGERALR PIPING TO BE SI2M AND INSTALLED TO MEET WITH ALL MANUFACTURER REQUIREMENTS FOR VERTICAL AND TOTAL MAOMUM 5.y GTA i, LENGTH REQUIREJAENTS. K ANY BUILDING SURFACE,INCLUDING BUT NOT UMIIED TO WALL,ROOK,DOORS,WINDOWS,AND CEILINGS,DAMAGED DURING THE is� y INSTALLATION,FABRICATION,M MOVING OF MECHANICAL EQUIPMENT AND ACCESSORIES SMALL BE REPAIREDTO MATCH NEVER REFRIGERANT CHANGING NEW CONNECTIONS TO BE PROVIDED IN LIQUID LINE BETT6M RECEIVER SHUTOFF VALVE AND EXPAIRMCM VALVE. COMING CONDITIONS. �."6,J�0AL aQ`�`�• /iY 9 A 5. REFRIGERANT LINES TO BE INSULATED TO MINIMUM ENERG YCODE REQUIREMENTS.INSULATION INSTALLED CN EXTERIOR OF TINE BUILDING L. CONSTRUCT!M DOCUMENTS ARE BASED UPON A FIELD EXAMINATION OF THE SITE AND AVAILABLE EXISTI NO BUILDING PLANS,ME NII1U SHALLBE COVERED WITH AN d PHALT SATURATED VAPOR BAILRIER ANO PAINT MW M01I)COATS OF ASPHALTIC WATER PROOFING THEREFORE,MAT NOT INDICATE ALL EXISTING ITEMS AND S17 COMMONS.THE CONTRACTOR SMALL VISIT THE SITE AND BECOME COMPOUND. FAMILIAR WITH THE WORT(AREt9 ANO SCOPE OF WORK OF THE PROJECT PRIOR TO BID.ADDITIONALLY,PRIOR TO TME ORDERING OR PURCHASING OF ANT EQUIPMENT OR MATERIALS AND PRIOR TO THE INSTALIATON OF ANY NEW WORTS,THE CONTRACTOR 511- CONOENSeTE: EXAMINETHE PREM 5ES OF WIERF THF WORK WILL BE DONE ANEVERIFY IF EXISTING CONDITIONS WILL IN ANY MANNER AFFECT THE WORK UNDER THIS CONTRACT.ANY EXISTING CONDITIONS WHICH ARE APPARENT ON COULD BE REASONABLY INFERRED FROM A VISIT 1. CONDENSATE GRAIN PIPING SHALL BE SLOPED AT A MIBIMUM 118"PER UNEAR FOOT OF HOPZONTAL RUN.CONDENSATE LINES SHALL INCLUDE To ME SITE SHALL NOT BE THE BASIS FOR A CHANGE IN ME CONTRACT AMOUNT. TRAP WITH CLEANOUT PLUG AT EACH EQUIPMENT CONDENSATE CONNECTION. M. CORM EKISTN E DIFFE ONS OF EQW AT IS;DUCTWORKN THE G,CONTRACT DOM COMPONENTS PON R ACTOR SHALL FY THE 2. CONDENSATE PIPING SMALL BE INSULATED NIM'n"ARMAFLfXINSVLATON OR APPROVED EQUAL. CONDITIONS ARECTPRIR TTNANWHATIS INDICATED ON THECONTRACT DOCUMENTS,THE CONTRACTOR SHALLNOTIFYTHE OWNER/ARCHITECT PRIOR TO PROCEEDING WITH WON(. S. MR HANOUNG UNITS WITH COOLING COILS SHALL BE PROVIDED WITH A WATER DETECTION DEVICE,CONFORMING WITH UL SOB,INSTALLED IN ET-HERTMEUNITPRIMARYDRPIN PAN OR OVERFLOW DRAIN LINE CONNECTION.WATER LEVELUCTECTION DEVICES SHALL BE WIREDTO N. COMPACTOR TO PROW DE ALL LABOR,EQUIPMENT AND MATERIALS NEEDED TO REMOVE EX15TING EQUIPMENT,DUCTWORK,PIPING, Atlantic Beach SHUTDOWN AIR HANDLING UNIT. ETC.NOT REQUIRED FOR THE PROPER OPERATION OF THE NEW SYSTEMS OR EMSTING TO REfMIN SYSTEMS.REMOVAL WALL BE CONSISTENT WITH THE FINAL CONFIGURATION OF THE SYSTEMS INDICATED ON THE NEW W DRK PLANS.ALL ITEMS TEAT ARE HANGERS AND SUPPORTS: DEMOLISHED OR DAMAGED SHALL BECOME THE PROPERTY OFTME CONTRACTOR UPON REMOVAL.THE MATERIALS SHALL BE REMOVED peaDh C.Country C/ L IMMEDIATELY FROM THE SITE AND SHALL NOT BE REUSED.DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,STATE, lub -MUM,PIPE HANGER SPACING SMALL BE IN ACCORDANCE NTH ANSI/MSS-SP.58. AND LOCAL REQUIREMENTS. B Atlantic 2. DUCTWO0.R5MMLRESUPPORTEDINACCORDANCEWITH5MACHAHVACDUCTCONSTRUCTONSTANDARD-METALANDFLCXIBLE.MA%IMUM O. PRIOR TO REMOVAL Of MY MSCHAN[AT EQUIPYIENT,ENSURE MAT MY ASSOCIATED POWER,GAS,AND CONTROL NRRIG HAS BEEN Phase SPACING OF DUCTV0IUS MANGERS SMALL BE B'-0"0,C.FOR HORIZONTAL NUNS AND 10'-0"FOR VERDCAL RUNS. SAFELY DISCONNECTED, Construction Documents CONTROLS. P. PROTECT OPENINGS OF DUCTWORK,PIPING.CONDUIT,ETC.FROM ENTRANCE OF FOREIGN MATENALS AT ALL TIMES DURING 1600 Selva Marina Drive CONSTRUCTION. Atlantic Beach,Florida 32233 PROVIDE LOW VOLTAGE CONTROL WIRING,AS NEEDED,FOR ALL MECHANICAL SYSTEMS.THENAOSTATS TO R ADA AND ENERGY CODE COMPLIANT,7-DAY PROGRAM 91ETYPE.PROVKDE VENTED,LOCKABLE COVER FOR THISISho ATS LOCATED IN PUBLIC AREAS. Q, UNLESS SPECIFICALLY NOTED TO BE REMOVED,EXISTING EQUIPMENT,DUCTWORK PIPING.ETC.15 TO REMMN.EXISTING ITEMS TO RENIN AND EK STING BUILDING SURFACES SHALL BE ADEQUATELY%tOTECTFD FROM DEMOLMON AND NEW CONSTRUCTION WORK,AS REVISION 2. INSTALL THERMOSTATS/SENSORS AT 48-ABOVE THE FINISHED FLOOR UNLESS OTHERWISE STATED,AND CAREFULLY COORDINATE ALL NEEDED.ANY ITEMS DAMAGED SHALL BE ADEQUATELY CLEANED OP.REPLACED TO THE OWNER'S SATISFACTION TO ORIGINAL NO. DATE DERCRIPTION LOCATIONS WITH INTERIOR FIN15HE5 AND ETEVATIONS,A5 APPLICABLE. CONDITION BEFORE CONSTRUCTION. 1 i12 02-22 I BD PRICING 3. PROVIDE BACNET BASED DIRECT DIGITALCONTROL DEC)MANAGEMENT SYSTEM FOR THE SITE.THIS SHALL INCLUDE BUILDINGS 1,3,AND 4. R. PATCH ANY HOLES IN STRUCTURE CREATED BY REMOVAL OF DUCTWORK,PIPING,CONUUTIS,ETC.ABANDONED ITEMS,ANCHORS, 2 22-23 DD PRICING DEC CONTROL SYSTEM SHALL INCLUDEAN OPERATOR'S INTERFACE IN BUILDING I,REMOTE INTERNET ACCESS,AND PROVIDE THE FOLLOWING: INSERTS,PIPE STUBS,AND OTHER SIMILAR PROJECTIONS HOT BEING CONCEALED RYNEW CONSTRUCTION SHALL BE REMOVEDTO A 3 033623" CD MINIMUM OF I"BELOW THE ADJACENT FINISHED SURFACE AND THE DISTURBED AREA PATCHED. 052329 PERNITBET HCAT/COOL COMMANDS TO HVAC EQUIPMENT U. DEHUMIDIFYIREHEAT COMMANDS TO HVAC EQUIPMENT INHERE APPLICABLE( S. REINSULATEDUCTWORK OR PI PING WHERE EXISTING INSULATED NETWORK M PIPING IS PATCHED.CAPPED,ETC.WITH NEW ECONOMJZERCONIROLS WHEREAPPUCABLE) INSULATIONJMTENALSTHATMATCHTHEEXISTINGINSULATIONMATERIALSANDR-VALUES. d. START/ST OF COMMANDS TO HVAC EQUIPMENT TIME DF DAY CONTROLS FOR HVAC EQUIPMENT COORDINATE I. PRESSURE MONITORING FOR BUILDINGS SPACES B. SPACE TEMPERATURE AND HUMIDITY MONITORING THE gtAMNGSSHALLBECONSIDEREDA5DAGRAMMATIC.ATTEMMISCALLEDTO THEGARTHATWHILETHEDRANNGSARFGENERAlLY h. VENTILATION A OUTSIDE MR MEASUREMENTS TO SCALE AND ARE ACCURATE AS THE SCALE WILL PERMIT.DO NOT SCALE DRAWINGS.THE EXACT LOCATIONS NECESSARY TD SECUREME 1. MONITORING OF EQUIPMENT OPERATIONS BEST CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS AND SHALL HAVE THE APPROVAL OFTHE ENGINEER I. SYSTEM ALARMS BEFORE BEING INSTALLED.CURING OR ALTERING ANY STRUCTURAL MEMBM5 MUST NOT BE PERMITTED WITHOUT WRITTEN APPROVAL OF SPACE TEMPERATURE AND HUMIDITY SETPOINT OVERRIDES ARCHITECT OR STRUCTURAL ENGINEER,AS APPLICABLE.ADDITIONALLY,THE DRAWINGS DO NOT INDICATE EVERT PITTING,ELBOW,OFFSET, 1. HVACEQUIPMEMSUPRYMRTEMRRATUREANDHUKDITYMONITONNG ORSIMU-AR COWMENTSWHICHAREREQUIREDTOCOMPLETETHEWDRK. 2. COORDINATECON51IRUCTON OFALLMECHANICALW WITHMCHITECTURAL,STRUCTURAL,CML,ELECTMCALWMK,ASAPPLICABLE, SHOWN M OTHER CONTRACT DOCUMENT DRAWINGS.ALL REQUIRED CLEARANCES SHALL BE PROVIDED. 1. LOCATIONS OF EXTERIOR PENETRATIONS I.E.LOUVERS OR WALLCAPS)AND INDOOR EXPOSED MECHANICAL EQUIPMENT AND ACCESSORIES Digitally signed SHALLBE FACTORY COATED TO MATCH BUILDING EXTERIOR FIN ISH.COLOR SHALL BE APPRDVFD BY THE ARC HITECT AND/OR OWNER Justin b 9 y 9y Justin Tracy REPRESENTATIVE,AS APPLICABLE,PRIOR TO PURCHASE. J Q Date:2023.05 22 A. ALL MATERIAL(INSTALLED WITHIN HVAC MP PLEVUMS SHALL BE RATED WITH A MAXIMUM FLAMESPREAD INDEX OF 25 AND A MANNAN SMONE- Trd Cy DEVELOPED INDEX OF SD. 16:26:02-04'00' 5. REFERTO GSAN HICTRATED WALLP ANS UETOPRFIRF AND SMORFTC., C BERATINGS OFALL NTHAROINLS,SIMILAR ORANDPARTMODEQU W OPENINGS THE DESIGNATED DUE TD%PI NG,CONDUIT,ETC.,SHALL BE FIRE STOPPED WITHAPRODUC SIMILAR TO 3M DR APPROVED EQUAL TO Z MAINTAIN THE DESIGNATED RATING OF THE ASSEMBLY. LU 6. DUCTWORK AND PIPING SHALL NOT BEINSTALLED IN ROOMS DESIGNATEDTO CONTAIN ELECTRICAL EQUIPMENT M.E.ELECTRCAL,IT, ELEVATOR ROOMS)UNLESS SERVING THE RESPECTIVE ROOM.DUCTWORK AND PIPING SHALL NOT BE INSTALLED DIRECTLY OVER ELECTRICAL EQUIPMENT OR PANELS. QJ TESTING.ADJURING.AND '� I. TESTI NO,ADJUSTING,AND BALANCING(TAB(SMALL BE PERFORML ED ON ALSCHEDULED EQUIPMENT ANDDEVICES BEFORE ANY INSULATION IS Z APPLIED AND INCLUDE SUPPLY AIR,EXHAUST AIR,AND OUTDOR OOR AIR VALUES INDICATED FEACH SYSTEM.TAB AGENCY SHALL BE A MEMBER OF THE ASSOCIATED AIR BALANCE COUNCIL IAAEC)OR THE NATIONAL ENVIRONMENTAL BALANCING BUREAU(NEBB). Ta 'ASA 2. SUBMIT THE TEST AND BALANCE REPORT TO THE OWNER OR ARCHITECT,AS APPLICABLE,FOR APPROVAL.REPORT 5HALL INCLUDE ALL Z v, APPLICABLE MR AND HYDRAULIC BALANCING DATA ANO PROVIDE A SUMMARY OF INSTRUMENTS USED WITH LATEST CALIBRATION DATES. U W REPORTS SHALL BEAR THE SELL OF THE TAB SUPERVISOR IN UTARLE AND INCLUDE A NUTTER GUARANTEE THAT ALL WORK WAS PERMWED IN ACCORDANCE WITH THE CERTIFYING AGENCY STANDARDS. UJIO u 1ALL MECHANICAL EQUIPMENT AND ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER REQUIREMENP,CONTRACT O DOCUMENTS,AND ALL APPLICABLE CODES AND REGULATIONS.COORDINATE EQUIPMENT CONNECTIONS AND REQUIRED CLEARANCES WITH MANUFACTURER CERTIFIED DRAWINGS.PROVIDE DUCTWORK AND PIPING TRANSITIONS,AS REQUIRED. J 2. PROVIDE ACCESS PANELS FOR INSTALLATIONS IN IRE ACCESS CEILINGS,WHERE REQUIRED,NASERVI CE DAMPERS,VALVES,AND DINER CONCEALED MECHANICAL FOR REQUIRE ACCESS FOR AElUSTMENT DR MAINTENANCE.ACCESS PANELS STALL BE TURNED OVER TO m GENERAL CONTRACTOR FOP INSTALLATION. I1 3. ALL EQOIPMEM,PIPING,ETC.,SHMLRE SUPPORTEDAS REQUIREDTO PROVIDE AVIBRATION FREE IN5TAL1ATI0N. ,I,..^L ALL EQUI MIT AND PIPING INSULATION BE RATED WITH A MAXIMUM FEMME-5PREAD INDEX OF 25 AND A MANUAUM SNORE-DEVELOPED INDEX OF VJ 50,AS REGULATED BY ASTM E-RH,NEPA 255,OR 0L 723. Z S. EIECTRCAL WIRING,CONTROLS,AND CONNECTIONS TO EQUIPMENT TO BE IN ACCORDANCE WITH NFPA 70.ALL ELECTRICALLY PGWERED Z o MECHANICAL EQUIPMENT 5HALL BE PROVIDED WITH A DISCONNECT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. L 6. ALLCONTROL WIRE AND CONDUT SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND DIVISION 16 REQUIREMENTS. 1-- 7. 7. COOPDINATE LOCATION OF ALL GRADE MOUNTED MECHANICAL EQUIPMENT WITH ARCHITECTURAL ANDYOR CIVIL PLAINS,AS APPLICABLE.GRADE MOUNTED MECHANICAL EQUIPMENT TO BE INSTALLED LEVEL ON A"THICK CONCRETE PAD THAT EXTENDS 4"FURTHER MAN ALL SIDES OF EQUIPMENT FOOTPRINT. a 8. FOR CU 11101 TED ROOFTOP EQUIPMENT,ROOFCURBSSMALLBEPROVIDEDWITHEQUIPMfM,UNLESSNOTEDOTHERWISE.PROVIOEROOF 3 M0. 1 OPENINGS AND ANY SUPPLEMENTAL STRUCTURE,AS NEEDED,TO LEVEL MIIRPMENT. 9. COORDINATE LOCATION OF ALL ROM MOUNTED MECHANICAL EQUIPMENT WITH ARCHITECTURAL AND PLANS,AS APPICABLE.ROOF MOU"I" SCALE:1N-1'P MECHANICAL EQUIPMENT SHAG BE INSTALLED LEVEL ON EQUIPMENT PAD,DIVERSITECH CLADLITE OR EQUAL,THAT EXTEND-'FURTNMTHAN ALL SIDES OF EQUIPMENT FOOTPRINT WITH W THICK NEOPRENE PADS IMINIMLIM FOUR 141 PER UNIT). DRAWN BY:CW C PROJECT NO,2022352 c SHEPPHIRD ASSOCIATES MECHANICAL ABBREVIATIONS MECHANICAL LEGEND ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 AlC ABOVE CpLIHG LWT LEAVING WATER TEMPERATURE }––––– EXISTINGBERFMOVEO CA7ABASAS,CA 91302 AG ABOVE GMDE AND AIR HANDLING UNIT W. ONE THOUSAND BM PER HOUR 310.fi70.9144 WD.S@Bhepne.COm AFF ABOVE FINISHED FLOOR KIN MECHANICAL 2–' EXISTING WCIWONt OR EQUIPMENT TO REARIN ARCHARCHITECTURAL WR MANUFACTLRM 12X6 ASH. ' —RICAN OFHEATING,RETRIGEPATION,I NHP MOTOR HORSEPOWER 12rb 1 t NEW DUCTVIOW(FIRST FIGURE-SIDE SHOWN) m.u.TT,E LyMI AND AIR CONONIONING frvGINEERS NJH MINIMUM OW.ENSIONS SHOWN ARE CLEAR INSIDE DUCT PEQUIREWNTS SMC ExcINEEss BFF BELOW FINISHEDFLOOR MOD MOTOR OPERATED DAPPER BLDG BDILOING I W NOISE CRITERIA, ORNA—CLDSED DUCT UNDER POSITIVE PRESSURE BTUH BRITISH THERMAL UNITS PER HOUR NIC NOT IN CONTRACT Y– CFC) CONTRACTOR FURNISHED AND INSTALLED ITS OUTSIDE SCALE 1` T WR UNDER NEGATIVE PRESSURE _ CFM CUBIC FEET PER MINUTE OA ODTSIDE NR CLNG CEILING OC ON CENTER t IIXI i � POSITIVE PRESSURE DUCT TURNING UP CO CLEANOUT OFC. OWNER NRNISHEO,C.TRACTOR.—ED CORD CONDENSATE PC PUMPN CMOENSATE r II\I }�V NEGATIVE PRESSURE DUCT TURNING UP f [RFI I CE.LING RAONTON DAM PER PD PRESSURE DROP %Ej CM NSERWATER PH PHASE t nPOSITIVE PRESSURE DUCT TURNINGUOWN Consulting Engineers DECIBEL PIU POWERED INDUCTION UNIT �DEGREE RA RETURN AIA �C'I4197PD I,t Hill 30 Style 2T1 DIAMETER IRI RELOCATED IEQUIPWNT) NEGATIVE PRESSURE DUCT TURNING pOWN DIuIII,CA 30096 DORM RPM REVOLUTIONS PER AUNLTE R� (P)i%0.622.2270 (1)7770.622._2271 DRAWING 0.N ROOFTOP UNITRISE IN DUCT)ARROW.NDICATES AIRFLOW OIRECTON) DIFFERENTIAL PRESSURE TRANSMITTER SA SUPPLY A sEXISTING SEER SEASONAL ENERGY EFFICIENCY RATIO 1—L__L_1 O+F--i DROP IN DUCT)ARROW INDICATES AIRFLOW DIRECTION) 3FnFINI5HED HAUST AIR OR EACH IAS APPLICABLE) SL SOUND LINING TERING AIRTEMPERATURE SMACNA SHEET IXETM-fi AIR CONDNIONING =�� TRANSTION IN DUCT,SQUARE TO SQUARE ERGYF_IENCY RATING CONTRACTORSNATIONALASSODATION HAUST FAN sP STATIC PRESSURE 7�i� TRANSRION IN DUCT,SQUARE TO ROUND ISTING TO BE REMOVED 52 STAINLESS STEEL EXISTING TO BE REMOVED AND RELOCATED TYP TYPICAL } } WR CAPPED ANO SEALED XTERNAL STATIC PRE55URE UN UNIT HEATER ~—1 EGREES FAHRENHEIT UL UNDERWRITERS LABORATORIES INTERNALLY LINED DUCT N COIL UNIT UON UNLESS OTHERWISE NOTED INI5HED FLOOR ELEVATION Y VENTOR VOLTS IAS APPLICABLE)EET PER MINUTE VAV VARIABLE AIR VOLUMESQUARE THROAT ELBOW WITH TURNING VANES OOT OR FEET _ v0 VOLUME UANFER GA GAUGE VFO VARIABLE FREQUENCY DRIVE SQUARE THROAT ELBOW WITHOUT TURNING VANES GF GAS FURNACE VIF VERIFY IN WILD 1.1 GPM GALLONS PER AUNUTE VTR VENT THROUGH ROOF FULL RADIUS ELBOW HAP RIGH AS POSSIBLE WASTE T� �A35 CH "e77A� HP HORSEPOWER W/ WITH V ,1 D.-C TAP WITHOUT.FLOUNCING DANDER 1 yY NyA F'� HW HOT WATER WB WET BULB •TLy� _ Na 3Tl HE HERR WG WATER GAUGE I {�l 45 DEGREE TAP WITH BALANCING DAIMER S I INCH OR INCHES "DYAATE,NIESL.R[O10R ,L S NW KILOWME ATT 0 DIATER CONICAL TAP WITHOUT BALANCING DAMPER STA lAT 1.K AIR TENPERATURE LBS POUNDS {� SPIN IN RDNOUT FITTING WITH BALANCING DAMPER AND SCOOP ''/YT�S2pNAL V'aOS�S` .1—� IIIBI.T11T11 FC rr FLEXIBLE DUCT CONNECTION =F MVD MANUAL BALANCING DAMPER BDD COUNTERBALANCED BACHDR.AFT DAMPER I—II f0 FIRE—ER – ESD COMBINATION FIRE AND SMOKE DAMRR vlonuic Beach MOTOUIEDOAMPER 2---� ED SUPPLY NR DIFFUSER Atlantic Beach Counky Club �--N, CG RETURN AIR GRILLE Phase 1 Construction Documents O ROOM OR SPACE THERMOSTAT 1600 Selva Marina Drive ROM OR SPACE HUABDISTAT Atlantic Beach,Florida 32233 © CARBON DIOXIDE SENSOR REVISION NO. DATE DESCRIPTION OG REMOTE ROOM OR SPACE TEMPERATURE SENSOR 1 12-02-22=SD PRICING 2 02-10-23 DD 50 SMOKE GETSCTOR,DUCT OR EQUIPWNT MODNTED 3 0-3 90%CD 4 0-23.PERMITSET ry p# DIFFUSERIGMLLEAIR QUANTITY&TYPE DESIGNATION SYMBOL LIN CFM) EQSIIPWBTTAG v POINT OF CONNECTION,NEW TO EXISTING B1 POINT OF LIMIT OP DEMOLITION Justin Digitally signed by Justin Tracy Od TracyDate:2023'05.22 Q 16:25:48-04'00' Z W 0 W J J Uz z0 QI-- m: < 0 > wW re Z m 0a Q a L0 z LU 3-M0.2 SCALE: — ORAWN BY:CW c PROJECT NO*2024-752 c SHEPPHIRD VERTICAL4FM'L-E MTURNING ASSOCIATES Rau" PLY DUCTWORI(DUCTME DAMPERARCHITECTS 4 ENGINEERS SUPPORT RS 8 RL S OC WITH MIFA6 MODEL TWORN 26560 AGOURA ROAD,SUITE 106 AU(PAO - CALABASAS,CA 91302 MATERIAL-SECURE PIPEWITH PINE CLAMP SEE FLOOR PIAN NOUTFORESACTSEE TURNING VANES 8310.670.9144 wil.9@shepae.Com INSULATED REFRIGERANT UNE SET,TYPICALLONOENSING UNR WATERTIGM REFRIGERANTORHEATPUMP LINE SET CHASEMAIN DUCTFULL SPE OF GRLLE1 /STRAGHT d�' 0.314 D III THRBRANCH DUCT VERRCALHROAT -- SUPPLY /\.✓ WHERE NGCATED O(B0.) pVCiMVDMAYBEUSEDANYWHEREINHERE INDICTED ON \ //GRILLE CEILING DUCT DIA FRF44 MAI DUCTSEALOPENINGNRANDWATERConsulting Engineers TIGHT WITH EXPANDING FOAM MAIN DUCT 4197 Pleaam Hal Rd.,SW,,200 AND INSUL-' DuluL6,CA 30096 ROOF STRUCTURE-/ / n DUCT CONNECTION TO RETURN AIR GRILLE i^s' ' Ipj-,01,22.22"0 (1)-,0.622.2271 MIAMI TECH AS14 ALUMINUM CONDENSING UNIT - STANO.ORAPPHOVEDPRE-ENEGINEERED 0. N.T.S. L_ ECUAI CEXTUEDTOMEETFLORIDAMANI W BRANCH DUCT RADEWINOCONSTRAINT DROO STRUCTURE L=WAN IAL'MNH STAO TORE ATTACHEDTD ROOF STRUCTURE "'[� BALPNLNG DAMPER(BD.)WHERE INDICTED ANO INSTALLED PER MANUFACTURER'S A50.N OPTION TOTHE GROAN WALL CAP WRX SPRING ON DRAWING.MINIMUM OF t DUCT DIA FROM 45'CLINCH COLLAR RELOMMENOAPONS. �LDAOEDBDD,PROVIDFANAMERICANMDESEPRING -Llr-- MAIN DUCT SUPPLY-� NOTES: LOADED BACKDRAFT DAMPER-AWFLOW DIRECTION USE ONLY AT LIST TAKEOFF BEFOR-e OURETS A THEN ONLY WHERE RETURN OR EXHAUSTS-- 1. MIFAB PIPEPIPESUPPORT TOHAVE 14 GA X 3115 WIDE SXALLB-e MARREDTIDNTONTHVERIFY RDAMPER RECTANGULAR RUNOUTS ARE INDICTED ON DRAWINGS PRIOR TO.NET ATIO THAT VERIFYPROPERAIRFLOW GALVANIZED CHANNEL.LENGTH TO SUIELD-FRE ST PIPING DIRECTION.LL CAP 30 THAT BOD CAN BE ACCESSED SUPPORTED.PRONOETHINSTIONSNIELDWHERE STRIIiLW4P THRU WALL L.AP HOOD MVO VIVO COMES W DD DESIGN SUB INSULATION. 2 FIR ECTEDDESIGNOUBMRT THE FOLLOWING WIND{OAD WAINGLOATHGASIQTED MAIN DUCT A.W NDTIDN DEVICE INT SYSTEM THE FOLLOWING: SPRING LOAOBIRD CHORAR A WIN-DAD DESIGN ALCUI-TIONS SUBMITDTION TORR-DUCT, ROSCREEN- B.D AN IA Ll LOADING CALCI.ATIO N3:9UBMRALL STATIC AND OR4'DUCi:BROW ALS MODEL 885,8'DUCT:BROPN L DYNAMICLOAOIFE CALCULATIONS MODEL fill ORAPPROVEO W QUALIFIED PROFESSIONAL ENGINEER ALL EQUAL L-WH H'MIN.) BRANCH DUCT C DESIGNATED-DESIGN SUBMITTALS FOR WIND RESTRAINT RECTANGULAR CALCULATIONS ARE TO BE SIGNED AND SEALED BY CUALIFIED BALANCING DAMPER(BD.)WHERE INDICATED PROFESSIDNAL ENGINEER RESPONSIBLE FOR THEIR I ON DRAWING.MINIMUM OF I DUCT DA MVD MVD PREPAMTION. ROUND D�y__I{ FROM UUNF D.WINORESTRANTDETARDRRWING:INDICATEFASRICATION �i MAN DUCT AN ARRANGEMENT.DETAILATTACHMENTS OF RESTRANTS TOREETPRNEDTEMS.ANDTOTHESTRUMRE.SHDW �``NJS y1CHR8 j�� ATTACHMENT LOCATIONS.METHODS,AND SPACING. THEN ONLY WHERE ROUND RUNOUTS ARE INDICTED ON DRAWINGS Na. 3iT ROUTE FLOOR OE#IAusTFpN(AF: 1 DUCT CONSTRUCTION DETAIL �.p SFA 12 RDOF MOUNTED OUTDOOR UNIT FLOOR PLANSFOR SPE AND ' / o T TYPICAL MAIN TO BRANCH DUCT CONNECTIONS ROUTING)SLOPE WTERMOST 1 NT.3. 0. N.T.S. p 0. N.T.S. 10'pOWNTOWAND WALL CAPS NOTES: ROD POSITIDNING NUT STEEL ANGLE BLADE STOP. ''aASs7pNA1 ESO��,, 1. WALCAP SHALLBETHESAMESPE HANCLEWRH SET SCRE BOLTTODUCT AETHE EXHAUST pUCT-REFER TD FLOOR PLANS FORSPE. ALIGN HANDLE WITH DAMPER I.-OLEARANLE ALL-ANDUND 3. WALLCAPY THU.EE ALUMINUM OR �RCT'A-T1� GALVANPED STEEL WITH PANT GRIPCOATING FOR FIELD PANTING(FIELD DUCT PAINTING BY OTHERS} BLPDE POSRIDU LOCNNLT AND BOD SHALLSEALUMINUM CONSTRUCTION FOR SIZE OR AN FILMIOINTO BEARINGFITTNG,BOLTMATCX FPN FLPN TO DUCTantic .BATH EXHAUST WALL CAP 318DA m ))) ach 1 NTSTHR ED ROD, T ENSURE BOLt4 CLEAN 2' 0 IHSiALLTHEMIN Atlantic Beach Count Club EXHAUST FAN r5TAN0.0FF BRACKET,BOLT OPPOSING CORNERS AWAY CE41NG TD DUCT FROM BLADE ROTAPON Phase 1 COnSINLtIDn DOCUffIBNi3 LB'DATHREADED ROD 1600 SENS Manna Drive SERIN FAFf STEEL PRMR BOLT TO 1 DAMPER IN FAN BOX 8G0.5 EE BL DE BLADE PROVIDE AN DRAIN UNE SHA.L eEpnEpST nnolnDNA ANTI-SUP Atlantic Beach,Florida 32233 THE SAME SPE AS THE HIPPIE BOLT CN THRU THE ROD THE GRAIN PAN 110 OAMPEREFINIRWNDD PERB BE SIMILAR TITHE SUNDAMPER USHOWN DABOVE- REVISION PROVIDE DOUEIE NUTS WITH LOCNWASHER AT TOPS GRBLE 2 ENSURE THAT fULL90'DAIAPER BLADE NOVENEM I9 UNOBSTRUCTED. NO. DATE DESCRIPTION BOTTOMOFFIAN 3. FOR DUCT HEIGHTS MORE THAN 17,PROVIDE FACTORY-FABRICATED OPPOSED BLADE DAMPERS 14-02-22:SDPRICING PITCH DOWN 2 0310.23'Do PRICING TOWARD 3 0330.23 -DD 13 �� CLEAN OUT�kp 7Y� CEILING EXHAUST FAN DETAIL f 7 MANUAL SINGLE BLADE BALANCING DAMPER DETAIL 4 OS2323 PEfgC1 SET \\\\\\LJeA 1 N.TSPUL NTSSPINHIN L INEDLATION TAPE SUPPLY DUCT. 15'MAK 1'(15 MMI TAPE AND SEAN SEAL MAN INSULATION SEAL TIE OFF TO STRUCNRE PACODVIDEy ABOVE a SUPPLY 11'NAK OPEN OR4N DUDUCTEXTENDED METAL BAND SUPPORT pLarv[ 91oF 10 AIR HANDLING UNIT DRAIN TRAP EDUIPMENr 0. N.T.S. NYLON DRAW BAND 20'MAK RE%DUCT WITH INTE AROUND INNER '^ INSULATION MAX.LENGTH LINER.TYP. SPIN-IN TAP 11-WIAIR /-AQ3FLOW v' 6-P TITUS'FLEXRIGHP 9U' ED-DAMPER1 ELBOW. EXTERNAL INSULATION- -OPPOSED BLADE OA OR RA DUCT CONNECTED TO DPMPER(O.B.D).SEE PLENUM.SEEFLOORPLANS FOR NOTE 2. JyrTEAR 0' TYPE SUSPENDED 20'MAK F�3MA%. LOCATIONS,SERVICE,AND SPE I� CEILING I r THREADED ROD SUPPORT 0 Wl SPRING VIBRATION CONNECTILE ON- - I-INFFU ER W1 AIR PLAN IXi SIDE VIEW SIDE NEW 50LATORS,UPPNUMBER RTS SpNp CONNECTION- ~BOUND RW/ SPE OF SUPPORTS SHALL n,P rvOTE. Q BE RECOMMENDED BY UNIT ROUND. NECKfl O.B.D. t UNLESS OTHERWISE INDICATED ONPWVS,MA(IMVM ANGLES SHOWN 9MALLAPRY. MANUFACTURERNOTES: 1. INSTALL.AT ON GYPSUM SMILAR FOR LINEAR SLOT DIFFUSERS AND DIFFUSERS INSTALLED IN MOD GYPSUM CEILING. Z 1. PROVIDE MANUALREMOTE DAMPER CONTROLLERS FOR BALANCING DAMPER OPERATORS 3 TYPICAL DU CT ENLARGEMENTIREDUCTION TRANSITION Q INSTALLED ABOVE NDN-ACCESSIBLE CEILINGS OR AREAS.YOUNG MODEL 1200.F5 WI YOUNG 9DUNOLINED RETURN MODEL 301-FS CONCEALED CUP AND COVER OR APPROVED EQUAL. 0.1 NT.S. /_ AIR PLENUM.WIDTH AND U DEPTH CLFAR INSIDE DIMENSIONS SHALL BE FAN C.DNR SUPPLY AR DUCT THE SAME AS UNIT7 SUPPLY AIR DIFFUSER DETAIL Uj CONNECTIONS.SEE 0.1 NTS. n FLOOR PLM15 FOR DIMENSIONAL CHANGES 1 AND TOP O D 1'MIN.ON TOP MID 0 BOTTOM BOTTOM -'USTPSLEe 1M BRANCH m CONDENSATE DRAN.ROUTE TO ELBOW MAN DUCTDUCT STORM WATER SYSTEM OR DRY MAN DULA RINGSWIDTH,BUT MIN. < SECONDARY ORAN PM!1-,P'DEEP WELL OUTSIDE BLDG FULL SIZE OF 05. M any 8 3'CRGER THAN UNIT IN ALL CONNECTION. DIRECTIONS.PROVIDEFLOAT //YSW ITCH TO SHUT DOWN UNIT UPON v,CONTACT CLOSURE. SUPPL ECCO Z RECDZ RNANCHDUCT AOEOUA.TODIMENSIONS LU r17�HORIZONTAL FAN COIL UNIT L N 0.1 N.T.S. W REO L BRANCNDUCT SEMALL DIA SEAL PU. B AROUND Digitally signed by AROU Justin Justin Tracy s 4 TYPICAL BRANCH TAKE-01F FITTING Tracy Date:2023.05.22 3-M0.10 16:25:34-04'00' MDi N.T.s. SCALE: DRAWN BY:CW PROJECT NO:2022352 a SHEPPHIRD ASSOCIATES ARCHITECTS.ENGINEERS 26560 AGOURA ROAD,SURE 106 B j _ Ear g rail posts.PM1ne suRace m regvsed CALABASAS,CA 91302 �t b 310.670.9149 w61.s@shepµae.mm Justin Digitally signed by _ Cnp sneer UsAv....I ase Justin Tracy r er qv Oauy ednere) Tracy Date:2023.05 22 o nn s 16)25:19-04'00' Menplacwrn_ F„ed aPPked tl ' ',^IQostkn pully —Bose sheet €E pppalonf tlnerel ImerJipricoN pllpwl-spacing per sea �� monufaclurer Consulting Engineers 419-7 Pleaem Hill Rd.,Suiee 200 DuIwh,GA 30096 f fisting rigkt ins�lpfion 5hucMOlsuppo Ca goledmeloldeck Ip)770.61.12 iU (f,77,0.622.2271 1 ROOF PENETRATION DETAIL 6. N.T.S. -- I D¢IOCDODk I.D cower D.WD'Stoinless sleelsNPud '� --YB stolnleu sleet 1FrI wtl poill screws s' — \,. —Fapminml `Ap3S.tAN 1B rp�c. _fne ser �1 yICE NSF yam'. penehatbn c ' y�'�• In tl9P bop _ S9o. �] /Ca sheet bully odh 1 SfA � �p0 4 Inner fNs'ININ aeh—) '. FL ORI ♦�.` 'NvJ eppietl/ —Base sheer •icy sSIDNAr baO,�n• IosAirg IIVry (mecMn,co'ly Ilrtksr Atlantic Beach ptlnerel onocnl spacing per menulocNrer 1 #10 QR P t F! O.C.w l—ug M Pe--. ael tleck EvSwQ'Qitlinsu— Atlantic Beach CpunUyClub Phase 1 2 GOOSENECK SHROUD 11—IL 0.1 N.T.S. Construction DOCUrrlerlt5 1606 Selva Marina Drive Atlantic Beach,Florida 32233 Eusing swcco«w;ndow REVISION hams«HVAC equlprneM NO. DATE DESCRIPTION 12-02-32 SD PRICING / -Ending coupler llpsnirg to remain - 2 02-1483 DO PRICING -Bose flashing cop 3 0330.13 90%CO r Cop sheer,cztrn0 untler existing 4 012333 PERMIT SET er nmkrsg ITulry owere, � ��' peeve gram,Ie sufpcesl Inner pry jf yoenere Ip p:hed wood c..D and unaen•Ana) / -lnnei ply(1,on cont.IA,etlhde to .� - root sudoces.puna surlpces to rece}+e) p� /• rier ply lfuy aware tp vM Il 1w - • nampnml:ansae:ps,m+.ml r r dl. )Dlnllweew= - Base sneer Imecnpn ca y '^ allowl�f c per V' Tac1Jre' wood cum-' - J Canuggletl metal de[k��, Q Exsling rigid insublian- W 3 BASE FLASHING AT CURB OR OPRNING DETAIL J 1A.1 N.T.S. U Z -hinting W30x90 -New IBK3bvfoist Q New l/2'pb:e slum - ew lanaal/TxIT' 1/� New BBryxIfnlT / Fr-EvsFn9 H555r5k1/a' lwJ .'%/ -New pbte shun,tM1ickMu ps requira0 C � -F'sBrsg metal tle[k � � C O _ J Q L 3116 Iyp:�I Z z LU NOTE:PROVIDE Erb AND r JOIST TWB BRACING PER 9 JOIST MANUFACTURER'S REOUWEMENIB. _ 4 .VAC SUPPORT JOIST DETAIL 3-MO- 11 SCALE:r=ra DRAWN BY:CW c PROTcCTNO.:2024-752 c SHEPPHIRD POIM Linc"LIMP} sequmreof Dpxatlon:MUMPS-1 ASSOCIATES .y>mmlbMt neaa Powis exllmns aNlpmwpn smem Intenate: ARCHITECTS+ENGINEERS me aandmg au<omntion snt,m o-I man send[tie r000-oher O—piee amass,Awmmg wane-,p1P,-w,t.0,:wpieelun..pim and xeaucool mores.If a ens is nm presem,or 26560 AGOURA ROAD.SUITE 106 mmomtaugn is Ion with the BAS th,rmlydler mai operate x-S,defamt mode.ane semom[s. CALABASAS.CA 91302 310.670.9144 01.s@,hl:pae.coln .—Pial: 5 'x punngampiedperioe;thesupply faninax inn cmtinuously ane Ne wsside air eamper shall open to ma;ntain mlmmum venUlalian rep�nremenu.llpmacall/or D%nearing arlcooling,NeTMEagaae it—W Visit enanlethe.thl d—li.pressor.The-NMl1t1Ill beyded Doane olm maintain Mea P. space 1pmpem[ure setppint.The disrnarge air[empm ure selpdin[ span be emamlraN reset eosin on the deyimmnm ar[Nal mate temceraturefrdm inti anwe space temperawre-P.- MM etpdnt. a,ap�a,e�.ea�.,tne `iswnen me spam temp¢ratdreisb.1-me pnwanpiea hearing-Print or 4o.d&R.Flae).)me lupOy ran matt be--dpn,me omsidi,al.damper shat remain nosed and me elecmr - E tient stun be enable¢.wn en the space temperature 1—nbwe---pled neafins setpofot of w.o deg.F ladj.)pw:the unoccupied elrterennat of-eeg.f ladj.)me sups,/an shall anemee—m heat mall ria—N.. uR TEsmERnIURE tO(:AL Optimal start: me bus shoo monitor me sahed--,p M time,«capitia spam setpoints and spare temperature to calculate when Ne optimal dart«curs. ✓• ss —ng—Up Md,: � Consulting Engineers rym Outing optimal start,if the spare temperature is below the—pled heating setpoint a mooring warmupmode shallbeastivated.Whenmpming warm-up is initiated the unit Wt enable Ne 419,PI—Hill Rd.,Suis,200 COxvENBnTE wPRnary OEfECTION LOG4 hearing and fanlzj.The wtildl air damper-11 remain It—Mm ti,-pare temperature rearhez the occupied heating setpoint ladj.I,the unit-tt transnian to the occupied mode. Duluth,GA 30096 COOLING WWUT COMMaxo r` Ip17706_2270 (1)770.6222271 Pre-tom Mme: aIR TFMPEw,rGPE Wdngoptimal surt,+rme spare temperewre;a aborti me Drooled mains setPomLpre-eoolmmesnal be amwatee.omen Precool is mnlalm me ono shau enable me ran and coding.Tne c NEAr srAGE:ZM , o,ln;ae air camper shall remain aortia.vmen the spate twnpwatxre read,es occ�ied eoobns setppmt ladi.n[tie amt shau vamiupn tp Inti«mpiee melee. E MR pAMPERCOMu»lO Optimal Slop: v FurFH STAIOS LOCK The BAs marl mmita me scheduled unpswmm rime,occupiM setpoints and space temperature to mlculate when Ne optimal stop oaurs.When the ppnmal slap made ss active the wit REVERSwG VKVE troller shall maintain the space temperature tp inti space temperzture asset setpoint.outside air damper fiall remain enabletl w prwiee minimum vem,latim. aM TEMPERATURE LOCel Oc l,I Bypass: $UPFLy raft STaRTrSTOP The BA5 fiall manitrc eM1e status a Ne ON and CANCEL bu[rom of the space temperature senwr.When an ormpied bypass request is received from a space sensor,Ne unit shall Vansidon ham mment cupanry mode m occupied bypass mode and the unit shall—1-1,Ne space tempenhre to the acap;ed setpm ladj.1. �IWL FANSinTua LOLL HewCaol Mone: uTwx a1ooE When-spat ampere 1-abovpccup e Ne ;m coding se mo 11tlhe de shall t—Ai.to cooling.NTen Ne zparetempera[ure/ally belowthe ocmpim healing setpoinl Ne mode I-1-STATE shall vansidon to heat;ngu 1Men the space temperature is above the occupim coding setpmrrc u—the mcupied healing setpn;nt the mode shall remain In it,last state.X the space ampereofails Nemode—I—Id,inits last stale and an alarm shall an,Mn J—at Ne BAS.If if,local and mmmunirated setpdntz fail[he cmvoller shall disable Ne supply fan C1-- and an alarm-tir annunnate at Ne BAS. LL t 1111N5 B p _ Supplemental Mea<for Xeat Pump CprdlNraxon `��JS�yxCHNy v`CF ani FlLTERTMERHWRS Thesupplemental eleM"c heal shall be cycletlmas Ne last stage of heatins.Supplemental electric heat shall dpem[e contalmmlly wiN the D%heating,as needed,Ip maintain space A — aN1OE NI:oUEsr empmt,,,. 77 _ NEAt OUfILr Supply Fan: — ¢ e1A ria xrG enr supply(an shall be enacted whilemNepccupiee made and rydea on during Ne unoccupe. OCied mor C PnNcv .a A CORID O\: wGSETPpM Condensate overflow 5-down: ',"Id2011 CW W =pml0NAL PEn MlxaauM POSOIOx p Theum[shell shut down in respmse tpazig.it from Ne cmdmsate overNow sensor.TM sensor snail be i—itoded[o Ne..it—ti.,—*Il,for immediate shuttlown of mdinq. Irsllll T. ONOCO CL DW LwGSElvmxs - r WS—T Beach Atlantic Beach Country Club BAS COM(SFT) Phase 1 Consruction Documents 0 1600 Se)va Marina Drive ! Atlantic Beach,Flodda 32233 RA REVISION NO. DATE DESCRIPTION 12-02.22 SD PRICING 2 011423 DO PRICING 3 =0330.23 .1m 4 'OS-2— PE—T SET OAD LAO) SAF(BI) DAT(Al) 1 OA of DA CTIAP1(BO) ® EHt(BO) CND OVRFL(BI) LL— REV VLV(130) O SAF(BO) W Flow Diagram: AHU/HP 3-1 U z W O Digitally signed W Justin by Justin Tracy Date:2023.05.22Tracy UJ z Qo = Q U� W W � O _ O - Q cn z z s 3-MO.20 SCALE: DRAWN BY:CW PROJECT NO:2022-352 SHEPPHIRD SOCIATES DESIGN CONDITION SPLIT SYSTEM HEAT PUMP SCHEDULE ARC I E S+ENGINEERS INDOOR UNIT COOLING CAPACITY HEATING CAPACITY ELECTRIC HEAT 76560 AGOURA ROAD.SUITE 106 LOCATION:ATLANTIC BEACH,FL MARK WEIGM NOTES SERVICE MODEL WEATHER DATA:MAYPORT NAF.FL IINDOORIOUTDOOR) TOR.-, HLV KW SDS) (INDOORIWTpDORI DAL46AaA3,CA 91302 LAT:30.40ON LONG:B1.417W SUPPLY OUTDOOR EBP FAN MOTOR TOTAL SENSIBLE EAT EAT IAT SEER? TOTAL j`.-T, AT MSPF2 STEPS ONDDORIOUiDOORJ (CFM) ICFMI LIN WCI (HP) (MBH) IMBH) (DB'F) (WB'FI IDBNVB'F) InABX1 IDB'F) �2DBV Q210V 8310.670.9144 WI.SI�ShBP�dB.cON CLIMATE ZONE:2A 4. 1vN�Is SUMMEROESIGHCONDITION DRY BULBIWET BULBIO.C%):93. 0 303 xlt 7.5 10.00 WINTER DESIGN CONDITION DRY BULB(99.6%1:34.6 Rna+T mw SUMMER DESIGN IN000R OULBI%RH:75/50% WINTER DESIGN INDOOR BULB:70BASIS OF DEEIGN.CARRDER s.wuracn swxaaxs BASED ON 2021 ASHRAE 14 80OK FUNDAMEMALS ACCEPTABLE EOUPLS:IHANE,LENNOX CARRIER TORK.DAgN.MON A C O GCM L�IENCY MTINGS BASED ON PHRIVALUEfi FOR EAT LIBTEp ANO 0UT00IXz uNR EAT OF M'FH-INGCMACIIYOASEDONIXRD00RUNRFATO -F.PROWOEDWITHT%V,ASNEF➢Eo,T EETSCHEDULEDEFFlGENCIES. RANTSUFPLT ANO RETURN LINES PER MANUFACTURERS RECONAENOATONS. � C REFER TO FLOOR PtiAN9 FgtL5TSTEIMORIEMATIO Consu ting Engineers 0 CO OGF ON UNIT CONNECTION,TRAPPED,ANO ROUTED PER PLANS. IECTWCPIDISCONNECT FOR INDOOR UNIT.PROVIDE ELECTBLAL DISCONNECT FOR-.N LN1T TO BE INSTALLED BY ELECTRI GONTRAL REFER TO ELECTRICAL PVw6 FOR VOLTAGE AND PHASE. 4197 P1B 1 Hill Rd.,Sufre 200 CASE HEATER,HND STMT C-11 RELAY Duluth,GA 3DLI% G ELECTRIC HEAT TO BE LOCNED OUT WHEN THE HEST PUMP CAN MEET THE LOAD,EXCEPT DURING UFFNOSi (p)7TO.fi2?.33 70 (t)7,0.622.22,1 ITiOVIDE DOC CONITVGLLES. 2 PROWDED WITH MANUFAC7URER LONG LINE REFRIGERANT KIT 3 PROVIDE POLYMER E CATNG. 1 LATISMEASUREDATCOILDI3CHMGE. O_FM COIL UND FLOOR STAND PROVIDE CONDEnSER COR HAL GUARDS TPROVIDEDWRH LOW ANSIENTCONTROLLERNO ANDTYMORATDRFREEZESTAT. d COl.PREGSORS SHALLBE SCRTKLTYPE, 9 MOTORS ARE PREMIUM EFRcIErvcv. 10 REFERTOELELTWCALSHEETS 7NVCLTAGt AVOPHASE. q� AHUMP-3-1 FAN SCHEDULE 377 Acs A 0 tMULTPLE VFrOIunoN nrn) MARK SERVICE TYPE CFM IW WC) 1MA%RPM MA%HP DRIVE BASIS OF DESIGN:GREENHE- NOTES ``I COMPLIANCE CALCULATIONS PR019DED ARE IN ACCORDANCE WITH THE 2111t INC,CHAPTER4 REOUIREMENTS A STA y� 12.ZONE POPULATION IS BASED UPON EITHER THE POPULATION DENSITY LISTEDIN TABLE 403.3.1.1 M THE ESTIMATED ACTUAL 1111 7101 BASED UPON THE ZONE FURNITURE El 11 UNISEXRESTROOM CEILING 50 51.WATTIS DIRECT SP-A90 O45 OLD F DA II TR-ON CEILING 50 IT; L,WATTZ DDRECT AR Lx,3.a.5 UNISEXREETROIXA WATTS DIRECT 1,2,3AS I11I111 VA41A81 F DFFiNITON3 ABBREVIATIONS cEILwG sP ABO ZONE FLOOR AREA ISF):THE NET OCCUPIABLE FLOOR AREAFORTHEEPACE ORSPACES IN THE ZONE CSCR=CEILING SUPPLY.CEILING RETURN RESTROOM CEIUNG DIRECT EP-AM 12345 Pz ZONE POPULATION:THE NUMBER OFIN THE SPACE OR SPACES IN THE ZONE CFS-CEILING OR FLOOR SUPPLY RP=PEOPLE OUTDOOR RATE:THE OUTDOOR AIRFLOW RATE REWIRED PER PERSON FROM TABLE 403.3.1.1 CFSFR-CEILING OR FLODR SUPPLY AND FLOOR RETURN R. AREA GO DOOR AIR RATE:THE OUTDOOR AIRFLOW RATE REWIRED PER UNIT AREA FROM TABLE 403.3.1.1 FEC R-FLOOR SUPPLY AND CEILING RETURN U-S OF DESIGN:GREENHECK _ VNz=BREATHING ZONE OUTDOOR AIRFLOW(Rp'Pr Ra ) -R`'TIRNAIR APPROVED EQUALS:PENN,COOK Ez=ZONE MR DISTRIBUTION EFFECTIVENESS FROM TABLE 103.3.1.1.1.2 EA-EXHAUST AIR E NE OUTDOOR AIR FLOW IVINI ) SA-SUPPLY AIR Vp=PRIMARY AIRFLOW(L OWEST EXPECTED PRIMARY AIRFLOW TO ZONE WHILE OCCUPIEDI OA-OUTDOORAR =C FLF H VOLTAGE AND PHASE. AtWitic Beach ZP PRIMARYOUTODOR ARFRACTION(VR VN ) SINTEMU 'IuracURERPIRo vO6O VEMEFFICIENCY FROM TABLE 4M.3.1.1.2.3.2 I=OCCUPA DIVERSITY THE RATO OFSTEM POPULATION TO THE SUM OF THE POPULATIONS I9TCNOMFANWT1UGNiOSWlsITccwH =SYSTEMPOPUTATION:THETOLNUM8EROCWPANTSINTERASREOBYTHESYSTEN p, AGRA-GANPFRN Ecr. _ Atlantic Beach Country Club TMEDEIAYEWITCHEETTOTURNDFFAFTER111wOT6 NCORRECTEDOLTNOOAPhase l VRI= =SYSTEM OUTDOOR AIRFLOW SYSTEMPARAMETERS OnSINCIIDn OCUmenl6 vw= B7 C. 1600 Selva Manna Drive CALCULATION'.HEATING Pa= 6 MAX 2A= D., AIR DISTRIBUTION DEVICES SCHEDULE Atlantic Beach,Florida 32233 Pzcr-) 6 BY- OA II FLOW RATE REOUIRED(VN): BT CFM D= 1.00 MANN SERVILE FADS%10 NBE%SIZE NC BASIS OF DESIGN NOTES REVISION DAN OA FLOW RATE PROVIDED: 310 GFM NO. GATE DESCRIPTION VR Total= 1,200 CFM SUPPLY 24•124' SEEDWGS -25 TNETMSM 1,2 1 t2-02-22 ED PRICING MEETS COMPLIANCE REQUIREMENT YES 2 OZ-1623 DD PRICING ZONE OR SP ACE DETAILS B SUPPLY 12'x12' SEE OW G3 Q6 TITUS TMSJW 1,2 3 0330.23 90%CD ROOM NAME OR NUMBER OCCUPANCY CLASSIFICATION Ax Pz-1 1 Rp Ra Vpz ZONE AIR Ez oz VIss Zp 4 0S23Z3 PERMT BET DISTRIBUTION TYPE C RETURN 24'x24' SEE OWG3 QS TINS 50F 12 301-OFFICE OFFICE SPACE fit 5 0.06 9 HEATING-CSCR 0.6 160 D.. 302-OFFICE OFFICE SPACE 50 1D6 B HEATING-CSCR 0.6 140 0.00 0 TRANSFER 125,24' SEEDWGS X25 TINSSOF 1,2 3D35TORAGE STORAGE ROOMS TT 0 0 0.12 HEATING-CSCR 0.0 12 0 0.00 300.PR0 SHOP SALES 256 7.5 0.12 61 HEATING-CSCR 11 71 700 0.11 305A-RESTROOM TOLIET ROOMS-PUBLIC 25 0 O 0 HEATING-CSCR - 0 50 0.00 30511RESTROOM TOLIET ROCMS-PUBUC 22 0 0 II O HEATING-CSCR 0.0 0 50 0.00 BASIS OF DESIGN:TINS 305GRESTROOM TOMETROOMS-PUBLIC 22 0 0 0 0 HE_NG - 0 50 0.00 ACCEPTABLE EQUALS:PRICE,NALOR,TUTTEeBALEY,METAWRE 3D50.RESTNOOM TOLIET ROOMS-PUBLIC 51 0 I 0 HEATING-CSCR 0.8 0 50 0.00 0 I O 1 0 0.00 .- A LTT ME VISIONS.ACTUAL OIMErvIOnsSHALL BEVERIFIEDWTI MANUFACTURE'S EMTURE. EXHAUST BUILDING OUTSIDE UPON NU CFM SHOWN ON FLOOR PLM', ROOM CAS AREA EQUIPMENT AIR C. NEC__SHAT BE FULL SIZE OF CONNECTING DUCTWORK REFER TO FLOOR PLAN FOR SIZES. SF) W REETROOMS 50 AHU-3 310 RE6TROOMS 553 RESTROOMs 60 = RESTROOMS FU I FIN15H TO BE APPROVED BY ARCHITECT.PROVIDE MANUFgcTUPER 11IIE SHOP FNISH IF NOT OTHERWISE SPECIFIED. 2 ALUMINUM CONSTRUCTION W TOTAL EXHAUST CFM: 200 TOTAL OUTSIDE AIR CFM: 310 U AI(OUTSIDEARFM BVILDINGWTSIDE AR rn (OUTSIDE 110 CFNJSF: R19 3/J ELECTRIC HEATER SCHEDULE _j GPADn"@ NUMBER OF /1 MARX SERWCE TYPE 208V STAGES MODEL NATES V (KWI Z EWH31 A Q ECH 11 RESTROOM EFF T EIR 1Z STROOM CEDUNGREATER I.S EFF L) ECH 33 HEALER cWc f ECH H RESTROOM HEATER I.E I OFFC Z l O AccdvrAlRE EDUALs.RAYNALL INDECCO,BERAO,MATLLEY J A X AT Q mPROVDGED WITH TIERA-OVERLOAD PROTECTION �A-L m i c PROVIDED wITH ELECTRICAL DISCONNECT.REFER TO ELECTRILAL PLMSFNt VOLTAGE AND PHASE. VJ Z 8 Z I PNGWOEDW-W-GFIUTHERNO- I _ H- Digitally igned Justin byJustin3-M0.30 Tracy Date:2023.05.22 '=r 1624:47-04100' SCALE:1%4 -u' DRAWN BY:CW PROJECT NO.:2022.352 SHEPPHIRD ASSOCIATES ARCHITECTS 4 ENGINEERS 26560 AGOURA ROAD.SUITE 106 ACOMcheck Software Version COMcheckWeb CAIABASAS,CA 91302 rax 919 Mechanical Compliance Certificate P 310.670.9144 will@shePae.com Pmlectl[rformation _ z,nw�ecrs�zm 2020 arida Building Energy.Energy Conservation TENNIS PAV_ Atlantic epoch.Florida PIolvRrrpe ateracpn ow,erinse•c ne:gnerrco•o-a<rer: ��/ da 33233 '�5�� Mechanical Systems LIR OMemiry Sylrtem TypeDs Aptbn Consulting Engineers ac synem Imm�plP2anei: 4197 Pleaaanr Hill Rd.,Since 200 -43 C _syssem xe,r Pump Duwh,GA 30(196 Heptorlg Motle:avxlty kstulk. —FMrkecry=:ZNvs[�.AegelredEmeenrY-..:axsiF 1P17i0.G_2.'_i0 (1)770.622.2271 P�orosed Exc�s n•-14.00 SEER.Regdved Emuency•14.00 so. Fan Sn ZI.N SYSTEffkwEN3[-DM.elMoro anamepa eE�amelan elli�enry meMvdl:Panes FAx 3 wPp r.cpmraal wwme.,2dd ak,p.R mwrc•amp,are ro.T.gd ra„e•ergy I•de. Mechanical Wmpllance statement ComgiarMe ssrement Tri vrol>osed mecnanical ahe.amn orgarreme 1.kmlzdrcomem rs mnslsrenr-h trip wlla�np vkmproposed m r Ming Code,lEnerpY[Consenation repulmnvns n<Omclle<k verslnnCOMc�kWeb and tv mpy nM a,y apPli sole enda[wy rcgulrcmeMs Ilnee In rhe Inspenlan Chec 1 Chris Wong-Mechanical Engineer 03/31/2023 name-'line Pea lf B 1J %CE7J SA No. 377 x - bTw - Ad F<OR10! `?'off ` rvms PAWtMx Report dare:0312&33 ki nr 11 Cas Rkname. Page lof 9 Justin Digitally signed by —Alan-tic Beach Justin Tracy Date:2023.05.22 Tracy 6:24:33-041001 Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,Florida 32233 REVISION No. DATE DESCRIPnoN 12A232 SDPRICING 2 02�t0.23 GD PRICING ] 0330.23 So%CD 4 nSIS23 PE-n SET 3 Y U LU 2 U 2 O U J a U Z Q 2 U W Z O - J 4- Z Z W H 3-M0.40 SCkJE: DRAWN BY:CW _ PROJECT N0:2022352 C SHEPPHIRD ASSOCIATES GENERAL NOTES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 1. CONTRACTOR 5HALL VERIFY All DIMENSIONS ANDCOOCITIONS PRIOR TO —Y-311-6709144 w11.s@shepae.cam CONSTRUCTION.ANY CONRICS AND DISCREPANCIE5 SHALL NOTIFY THE ARCHITECT PRIORTO THE CONSTRUCTION START. ]. DUCTWORK SHALL MOUNT AS NIGH AS POSSIBLETO JAVOMIZETHECEILING SPACE. 3. rAo-re,�x—1-1 OVIDE MANUFACTURERS[LEAA—AROUND ALL ABOVE CEILING MECWWICAL s. EQUIPMENT. - REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPE EF . %--A PROVIDE REMOTE BALANCING CANNES FOR ANY NOWACCESSIBLE DIFFUSERS. L GP WALL CPP pConsultinaEngineers - - KEYNOTES 4197 Pte—HAI Rd.,NO,,200 60 e so Duluth,CA 30096 [p)770-622.22-,D (1)7.622.1171 'ECH 1. MOVM AHU IN ATTIC SPACE.ACUTE I-1l4'CONOENSE0.pWIN UNE TO X000RAIN. NLL N RE RN FER TD PLUMBWG DRAWINGS. PETIt50 g2 -- 2. RCARE1D'OUTSIDE AIR DUCT TO THE BACK OF THE AACHITECURAL LOUVER WITH t FULL SIZE INSULTED PLENUM. T; t m Mw a1u 3n B m 28D 8'e iMVD m Mw m O ,.. L — 14'n19' �' 1PR I-� �P`m t0'e MVD SVD Mw Mw I �A``,t TTTtB tl IA Justin Digitally signed �'c"' r""'D-� by Justin Trac 'E 14D 34 I Date:2023.05.22 2aD Tracy p NTA 16:24:19-04'00' m WALL CAP WALL CAP I1tN115`1`,L ECH 34 t.•v 2 5 Adantic Beach Atlantic Beach Country Club- Phase 1 TENNIS PAVILION MECHANICAL PLAN Construction DOCuments 7600 Selva Marina Drive Atlantic Beach,Florida 32233 REVISION N0. DATE DESCRIPTION 12-02-22SD PRICING 2 02-10.23 OD PRICING 033023 4 "-23}23 PE-T PERMIT BET 3 J W %1L. tJ.J — I.`I— Z EJ 0 — J Q ULL z0 QO 2 � W G T O J Q Pel 4 d Z Z W 2 TENNIS PAVILION MECHANICAL ROOF PLAN 2 m 3-M2.0 SCALE: DRAWN 6Y:CW r PROJECT NO,2022552 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 8 at[1370.9144 w61s@shepee.cun WATER GAS HEATER SCHEDULE NOMINAL STORAGE HEATER MARK TYPE SERVES CAPACITY —1.OF DESIGN NOTES s.wac.�crs Ircnesns. LAPLITY (KW) (GAL) WH1 TANK TENNIS PAVILION 10 4.5 AD SMITH DEL-10 1 NOTES' REFER TO ELECTRICAL SHEETS FOR VOLTAGE AND PHARE, 2. PR VICE GRUNDFOR RECIRCULATION PUMP RP-1 UP 15 RECIRCULATION PUMP OR ED— PR QUAL.PRO VIDEAMTROLEXPANSIONTANKST-5. 4. PROVIDE AMTROL EXPANSION TANK ST-12. Consulting Engineers 419:PI-1 HBI Rd.,Swte 200 Duluth,GA 3DO96 (p)770.622.2270 (1)iN0.622.2271 PLUMBING FIXTURE SPECIFICAITONS TPC-tA'WET-FLUSH TANKAOA REFERENCE INTE0.IORE PLUMBING CUT SHEET PACKAGE FOR SPECIFICATIONS 1:LAVATORY RERENCE INTERIORS PLUMBING CUT SHEET PACKAGE•QR SPECIFICATIONS Fb1:FLOOR DRAIN JAY R.RMDH.MODEL 21H0OR EQUAL ZURN,JDEAM OR WADE.2-DRAIN.PROVIDE WITH TRAP PRIMER PER OR EQUAL. FS-1:FLOOR SINK JAY R.SMITH,MOO EL 3100 OR EQUAL ZURN,JOSAM OR WADE.YDRAIN.PROVIDE WITH TRAP PRIMER PER OR EQUAL. NO 1:HUB DRAIN 11NN1 JAY R.SMITH.MODEL 2005 LXH(MF11-0NB OR EQUAL ZURN,JOSAM OR WAVE.3-DRAIN.PROVIOEWfTHTRAPPRIMERPPPOREQUAL. SRI HJN FCO:FLOOR CLEAN OUT `��7J9�lCpTJs 1j�Ai� JAY R.SMITH.MODEL 4020.DUCO CAST IRON CLEANOUT WITH ROUND ADJUSTABLE SCORIATED SECURED NICKEL BRONZE TOP. V (. N0 VCO:YARD CLEAN OUT JAY R.SMITH,MODEL 4220,CAST IRON CLEANOUT W AIH ROUND ADJUSTABLE SCORIATED SECURED NICKEL BRONZE TOP. WCO:_WALL CLEAN OUT �p BTA w JAY R.SMITH,MODEL 9796.ROUGH FIN ISH STAINLESS STEEL PLUG WITH POLISHED STAINLESS STEEL COVER PLATE. C O HP-1 HOSE 8188 '�KB,,Sr OAl 9�Q�•; FREEZE-PROOF HOSE BIBS.JAY R.SMITH OU—TURN NON-FREEZE WALL HYDRANT WITH RECESSED BOX CONNECTION 55600T. NY ONALI R EXPANSION TANK SCHEDULE Beach TANK M. MAX VOLUME ACCEPTANCE OPERATING OPERATING MARK SERVES IGS) VOLUME PRESSURE TEMP(F) BASIS OF DESIGN NOTES (PSD ET-1 TANKWATERPEAT Z E 150 15D EELLGOSSETTPT-5 Atlantic Beach Country Club Phase 1 GENERAL NOTE5 APpLIGBBLETo AIL uNITs: Construction Documents A. REFERTOTHE DIVISION 23 SPECIFICATIONS FOR ADDITIONAL 1600 Selva Marina Drive NUMBEaeD NQTEs: Atlantic Beach,Flodda 32233 NlA REVISION NO. DATE DESCRIPTION 1 ,2-OZ-22 SO PRICING 2 02-tb23 DO PRICING 3 D23 90°6 CD D-231 PERMIT RET PLUMBING FIXTURE SCHEDULE FIXTURE CONNECTIONS MARK FIXTURE DESCRIPTION REMARKS I CW HW W V BACKFLOW PREVENTER SCHEDULE WATERCL05US MARK SERVES BASIS OF DESIGN NOTES W IA WATER CLOSET(ADA FLURH TANK) 112' LAVATORY BFP-1 2-12'RISER ROOM I WATTS-1.1009M1O1-S L-1 LAVATORY PDA-DROP IN 1l2^ 1IZ 1112" 1-1/4" 1.2.3.5.8 'AT GENERAL NOTES APPLICABLE TO ALL UNITS: W A. REFER TO THE ONISION233PECIFICATIONS FOR ADDITIONAL DRAINS J uMRERED NOTES: FD-1 FLOORDRAIN 1 PROVIDE STRAINER IN FRONT OF BFP. FLOOR SINK - 3" - LU HD.1 HUB DRAIN - - 3^ 5 •_• AI MISCELLANEOUS `U ) PLUMBING PIPE MATERIAL SCHEDULE „B-, HQREBIBB PIPING SYSTEM ABBREVIATION PIPWG MATERIAL Z SANITARY DRAINAGE B VENT(ABOV ORMET S,WORV HUBIEESCAST IR ON REMARKS: SANITARY DRAINAGE B VENT(BELOW GRADE) S,WORV SERVICE WEIGHT CAST IRON(PVC MV OPTIONAL) 1. CONNECTION5 TO PLUMBING RKTURE SHALL BE PROVI OED WITH INDIVIDUAL ISOLATION VALVES. POTABLE WATER(ABOVE GRADE) CW,HW OR HWR TYPE L HARD DRAWN COPPER 2. ALL ISOLATION VALVES SHP BE QUART£RTURN BALL TYPE VALVES. POTABLEY—F-ZBSMALLERSELOWGRAOE) CW.HW OR HWR TYPE K SOFT ANNEALED COPPER 3. CONNECTIONS SHALL BE BRAIDED LINES WITH SCREW END TYPE CORRECTIONS. NATURAL GAS(ABOVE GRADE 8 ON ROOF) G SCHEDULE 4D BLACK STEEL ONLY WATER CLOSETS WITH T SANITARY CONNECTION ARE ACCEPTABLE.NO SUBSTITUT-E. HOT NATURAL GAS(BELOVI GRADE) G APPROVED'RE PIPE FOR GAS Rovia ERS GUARI)EMPERATURE TO FI%TURF SHALL BE IIS-120'F. JN�N S PROVIDE TRPPGOARD. LL CONDENSATE DRAIN-1"B RMALRG CD TYPE M HARD DRAWNCOPPER$R(EOW OPTIONAL)WVOFHON T. PROVIDE BA<NF TUREELININ,WATTSM R 90MM SE ED EQUAL CONDENSATE DRAIN-1-f14^B LARGER CD TYPE DWV HARD DRAWN CtS1P�{R(PYC OWV OPTIONAL) 8. PROVIVE TENFFRATURE LIMITING DEVICE AT FlKTUPE PFR J55F 1090.LUJMIT DUTLTTEkPEMTURE OF RKNRE Z INDIRECT DRAIN-1'B SMALLER ID TYPE M HARD DRAWN COPPER TO Hol'F O INDIRECTDRAIN-I-1-1-RGER ID TYPEDWVHARD DRAWNCOPPER 9. PROVIDE DISHWASHE0.CONNECTION TO WASTE PR[. CONIMESEEDPIR CA TYPEL HARD OR AWN COPPER OR SCHEDULE 40 GALVA6IRIBB.BTEER NOTES APPLICABLE TO ALL nMURES: J FIRE PROTECTION-3^B LARGER(BELOW GRADE) FP DOCILE IRON FIRE PROTECTION(ABOVE GRADE) FP SCHEDULE t O OR 40 BLACK STEEL 1. ALLPLUMBING FIXTURES SHALL OE SUDMITTEDTO THE O ER AND DESIGN TEAM FDR APPROVAL. REFER TO SPECIFICATIONS FOR FITTINGS,INSTALLATION REQUIREMENTS AND FURTHER INFORMATION 2. EXACT LOCATION OF F—RE SHALL BE LOCATED ON ARCHITECTURAL DRAWINGS. Q 3. ROUGH IN FIXTURE PER MANUFACTURER'S REQUIREMENTS,PROVIDE ALL COMPON0R5 REQUIRED PER MANUFARURER.PLUMBING /S COW.AND CONTRACT DOCUMENTS AND MAKE FINAL CONNECTIONS TO FIXTURE. LL U) Z W D Digitally signed ~ Justin by Justin Tracy 3.05.22 Tracy i16:2403-Z 04'00' 3-P 1 -00 SCALE:, IPA*BY:AJ)N PROJECT NO.:20172-352 nG/•l9iO'2 DI IT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 107 CALABASAS,CA 91302 g 310.670.9144 wflLS@She"ex= s.a1.n>:n�s,cneFss I I I REY NOTES: SEE FOOD SERVICE DRAWINGS FOR OETAILEO LAYOUT. T-VIR 119 pFUl_ P I HOUGH THE CROWS NEST ROOF ye-IWTRAPPwMm i wD;a Consulting Engineers RDUTE CONDENSATE aM xvac AND - T v up 419;PkAwn1 HUI RA.,5eice 200 8I -Y T� D. t],,GA 30096 TOFRE£R HERE LER rocs 1p)770.6 22.1"'70 (1)7'0.622.2271 we-1A ry �- 3-FSA BELOW ICE ® MAI(EWASTEF R.ROUFE ALL {q AHO WINE CCOOLOOLER pp llIF--`5IERAT00.COILS -H T^ TD HERE T�_---- - - - - - Ifrt__ _T Fk - FD.I wI- TRAP PRIMER `J =Wc I I7! WC Digitally signed by ,, IL "rs . - Justln Justin Tracy ;1 � y_ r Tracy N. n _ LI �y 116:23:39204'00? -- D6 AA OA Ian \}� SEE I19 oFU1 ',�''SSAONAL CEOEUIVIL FOR 1 uanOn U 1 I +.TENNIS PAVILION PLUMING WASTE&VENT PLAN ( 1 tk•=1'0• Admuc Beach Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,Florida 32233 I t REVISION 2'CW I93 I" NO. DATE DESCRIPTION CSEE OHTINUATIDN J- 1 12-3222 SO PRICING 2 02-1623 DD PRICING 4 3 0330.23 90%CO e OS2323 PERMR SET CAA Dx 0 O 3!a-[WOn TO i 71A _ �11N ATTIC SPACE ,�•'-i_ � _-- --�---a�-tom-:-- v� .-^j'.�. I I TOTGAS UP TO FINEPLACf I 1 SIf CW Dry i0 - ----" _ WH"1 ABOVE CEILING IN_ I 41. -PFD(WATTSlF901T0�- - _1 B --- -- W- -y - - - ATTIC SPACE WI Qy ..}} - - � ICE AND WATER ' 3I9-CW �� 'Fp_.' DISPENSER I -T-f. z I re iwoln /1J^ "CW DN r LL HW up 1 IN511"TEWRAPALL - I [l WOSED PIPING 1 1 L 1 112-Cl-T. vz-cw oN TD vz-xw we-la lTVPI we-1A r cu out c") - Z TO 2 FIREPLACE HEATERS. I BG I O Emu METER LOCATION f TO BE COORDINATED WITH UTILIFY PROVIDER J 2 �M �4 5 6 Q 11 1 Z e T TENNIS PAVILION PLUMING WATER&GAS PLAN 1-0 vA•=r-Q c 's 3-P 1 -01 SCALE:w'=nt. DRAWN BY:Author c PROJECTN0:2011J52 r In 101311xi DCDBAIT QCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS SPECIFICATIONS ELECTRICAL GENERAL NOTES ELECTRICAL LEGEND 26560 AGOURA ROAD,SUITE 106 CAIABASAS,CA 91302 y� HOMERUNTOPAETBOAND,LFFIERIINICATESPANELOESIGNATIW.NLNBERINDICATESCIRCUITNUMBERSUSHMARKSINDICATENVMEER 310.670.9144 WIILE&IIelf-RRLDN A DECANTNA_NA_PUIURSH NI LABOR,MATEWNS,uNEOUPMEMFORL-OUB-UtIH3TFllAnM. /"/ OF COLA1ULi0R51N5VE LANWNg5 RE0UIREDBVAEC.NO3LA3X MARH31N01LATES YM1111p12G 1R't AFF 1, REFER TOTHEMLHRELTURAL PEFlECiEDCEILNGPIAN FORTHE E%ACTLOLATION6 ALLLUMINARIES B All WON SxNLcwPONTOREOARFMFxi90F TxEngnOxP ELECTRICu 007E ANOMPI.ABLESTAR A^OlOG1 CODES C eNMWANSHIP nALLADFIPSTdINJTI'MOIx ACCORDANCE WTNBESTPMRIOFSOFTIEIRAOE ev 90USO wDHaRs. 3. THE FINN.LAMING OF ALLMJUSTMIE LUMIHANE55HPLL BE ASONiECTEO BYTXE MLHITEm. CONOUR CCVCENEOABOVE CEILINGS GRAWMIN WALLS rmwul vxP�� U I-ON39HOxn AAE A➢PROxuNTE CgfiFACi01L5xNl ClWImIxATEACION LIXAipN3 WI1HOOEn TRaOE3. S REFERTOTHE RISER DIAGRAM FORFEEDER SIDES FORPANI-DARDS. __ s.rncrccis•excv.Ex CON)UR CONLEAED WnHIN SUB OR BELON GRADE. E LOMRALLORSNAIL OHTNN ND PAY FORNLFE=_SMOPRUHis FEauIWDA^OSx.uLFMNLW[ERIIFICAnONOF W3PEGIlONi00NNEftginlE d. T TTH THE CURRENPIRICAL CDCTION.IMRE D MAEINEMNUMBER OF CONN ECRONP TO IN STAFOR MECHAIATION ORACACEOUIRAEMf PARNREM5 AT NG COST T THE CAN TE ER. COMPLETION OF PRDIE N WITHME THE NICL AMSTOONOR THE NECESSOCAT AN9 ESPAIGAi01NSTNIATIQ4 FOR AGNNEQUIPMENTFUNRISHED ATN0005TTO ME GMVER. REFER TOTNEMECHANICAL GWWINGS FOR THE E%Am LOCATW36MECNWILAL EQUIPMENT. � PMEIBOMp4B(Y2IN OR 20BYI120V,SPHASE,4WIilE UNLIFS NOTED.SEE PANEL SCHEDULES FOR REOUIREMENTS. F. MLAATERIN 9xPU BE NEW MDIILAIiWOYEDMDIPBELED G MILfSSOTHEAWLSE Nm .CONOUREROWRwile•RmE3fMil BE MLw 'Po DCOVURdLF:CERiERHNCONWR/804E ESIWLBE 5. ALL PIECEPFACLES WIMIN SIX(6)FEET OF PLUMBING FIXTURES ON ANY DIRECTION)SHNL BE PRONDED AXTH 5 MILIJAMP GROUND FAULTINTERRUPIERS. NWGC RMCWIEIE CONOu?IRAHSRIONS fAW BELOW YAL ORGgADF i0A3OAE SFudLGRAOE PRDWDE RIGIOFs110wSNHD WGONEHEG. 6 THEEDGEOFUGHTSWFCHW PUTESHALBENMMORETLM4'AWAYM MMETALM'OWDOORFRAME.THISISTYPICALFORSNGLEORMULTIREWNLSUCH AS M'TCOR g MOTOR CONNECTION NUMBER NOICRTESXORSEPONER WRING. J W i SHALL BE u9E D FdR CONELTONS TO llGxi FIxnIRFS Ix0 LONGER MAN SFEETI OR FOR cGtErnrn iD MMunxG E W PFENNT TYHSFOBVHt3 RANO LONGERTWwsEEETI YNEPE WSTAUID O-DE OR IN AREAS SUBIECrTO WATER,PROVCLIOUIBTIGHTFLEVBLE SWITCHES. R SEDCSCMNECT SNATCH DEw.1 ENCLDSUREUILESSOTHENNSE NOTEDIDESIGWRD 9=M F : J� uEiA COXIXPi. 7. CONFIRM THE MOUNTNG HEIGHTS AHOCUOPIBIAR THELOCATION OF ALL RECEPTACLES,OUTLETS,SWITCHES AND MER DEVICESWTH THE MCNLCNHAL �AALCD 1SWTTCH SIL.B=NSE 50E,CHOLES,RNENATYPE. ��-� ALL COx0ULi0PB BHNI NTYFE TMx MAMA COPPER SIXmFORsiMw sAAAALEIH,STW/DEOFOA FB dAIARGER.CdHDUCTORs EIEYATONSBURNITUREUYDIRIFNORTOROUGNIN. Consulting Engineers et00R5MWE0.5xsu.xAVECOLOREDNPJUnOx NGi�i.uwMNIaNE 51]EiOBENiAWG ALLWwESx uCAwER rt1� NEMAS GRIXRgIGWFLE%R✓ECEPTACIE.MOUNTATIB'P PHISHEDFLOOR RECEFTACIEANDCAYIIIPLATEC0.0RPER BLE SWnOES TUPLSPOFIGnOx O+ME.B00.12DZiAVti MIBBFII GTNOGM221,Ff}ll.P1t2S.1]M IDREOUWN£ATIWIIHTRWOPlA3nL[EW[c 3_ PROVIDE FIREAATEDSEALSbLCAULHFORALLCO.YOURPENETRAPONSTHRWGHF6LEiNTOWP SWMILINGS.RATINGTOM4TCXORE%CEEO FIRE x SPECIFIGTDNS. 419,PleawLL Hill Rd.,Suite 200 MiEs.cDLwsxALL eE WHRE,uAEss mlEHmsE sPEaREDerxM:NHRm atIDEMOR IESErER WING. Du'ud,GA 30096 GA 1111 S21REROUND NG EXI RECEPTACLE MOLM.AT4ZASOIE FINISHEDFINE LOOR ORE ABCOIMRRTOP.RECEPTACLE PND (i)770.622.__,0 OST0.622.22,1 J. DWIEAPECEPTACIE5Ta8E SPEON-DrIGNAM. AHNVMIBBELLGTAOGPSMt ANBPGFse2LOREOm'ALEHTI wAIxiIEPoIMKn[NOIE OE•AC 9. THERE SWLLMNO BACK-TOBAGKRECEPTACIES IN FNLEAATED MALE OR SECURED WALLS. r{ CGVEPPLATE COLOR PERSFECIFIGTIOUNI 10 TYPENC'CABLE HILL BE ALLOWEG FOR BRANCH CIRCUITS NMHL-'COMPLETELY CCNCEALEDIN WNISANO FVTININ GENERAL MEAS ALL OTHERWIIUHG SHNLBE IN K WNLBOXOWMMi33 BELm DINw TORA4ROVEDEWNNEM.PRDADEDMMERTYPETOWTCHTIETYPEOFLOPOBEVWC OLLED. METAL COIDUIT. Ip NEMA SNIA GROUNDING DUPLEX RELEPTACIE WIMSmAINfEGRLL GROUND FAULT SENSING DENLE.MOUNT-FABOVERNISHEDFLGON, LTUOx OCCURAN SErv5IXi5 SWAL0E WAnSTOPP91OW frob.MLIEdINOLWYSENBOR3OR PPHAOVEDEWIvuFNi.SRtRNE1N"1uIEEUMESS 11. -DE GROUND CONDUCTOR IN ALL BRANCH CIRCUIT CONDUITS WITH EWIPMENT GROUND CONDUCTOR SHED PER NEC Mn 250. or ERNSEIIOTFD. NEMI GRWFDINGOUPLEHRECEPTAOEWITH5m lI GRA.GROUNDFAULTSENSINGDENCEMOUIRAT42ABOVEFINISHEDRMROR M CF OAOSBENG vUFACNAFRS SUGGESTEDMNERPAC% 12. WHERECONDUCTOR 5R 140TSH0' 0NORAVANGS,BIVuvCH CIRLUITCWWCTOR55HPll NOT BE SMNLFAIHPN LA0.t2 NNI NHEPE BRANCH CIRCUT 6'MOVE COUNTERTOP. BASED LPON l3ERUEDMOTIEEINNBER OPOLOPAxm SPx3ORs'DISHE EI Fi.OIPOwE0. AETINERTOISN 5UNEIS CWOUmMR NSFROMTHESOURCEIPMELIiOTHELASTDENCEWTHECIRCUFE%CEEDS100FEETINLENGM,THECONDUCTORSSHNLBENOIDMNNUMFOR OrRE.SE NOTED. TMEENIIREGRCUIT.FOR NSOVER2NPETINLENGM,THECONDUm SWLLBENDBMINIBIUMFORTEEMMCIRLVFLEH .THEABOA,SPPIIESTOND � GE1AW36'MAS2dNGROUNONGDUPIE%fELEFTACE WfIH5m41NRGRAL GRWNOFAVLT SENSING OEW!£.MWNTAT4Z PIHIYE FINISHED BOOR VOLTCRCUTISONY OVE COUNTERTOP. ALL RFFv F•wA•N I I:I N wEAs E W DSED i0 TxE W FATHER u10 MERE SPE dNC.LLLY NOICAIED sl W L BE FLwNI.F®wRN A MFATIERINOCF INCE PAR.NTATNFPPROOF RECEPTACLFSARE AEWREDN E%RPIXi LOGnONS 13. NOSUBSTRUTGIS PEHMRIED,UNLESS Or AFPROVEO BY GTP CONSMETNGENGINEERSNNG IOBUSINESS DgY5 FRI0RTOBNDATE. t1 11EMAS20RG NTN GgIPLE%RECEPAGEWTH WRA,INIEGISINSEGROUND FMOUN't SENSING OORCE PRONOETAYMAC STANDARD CLEAR H COVER WHICH MNNTNNSWFATERPROOF OUTING WHILE RUGIS INSERTED MWNTATIB'➢BOVE FINSHFDFIWR o, LIGHTING FIXRRESNN INAPSTO BE FlAMSIED M'DNSTNLFD AS NOIGRDOHTHELIIXTINOFIANRE scHEDUME 14.NOTUSED, P OSCOnnEm 9WnCxE95HNLBEHG.TDUTY TYPE,NEMAf FON WOOOR NEIM>R FOROFWOR'JKE55 WdGiEDOR&PNSE. RECEPACLES ANDGCWG�NDDUREXRECERSPERSWRHINATIONSE 2-GMGtOVER PLATE.NOIIM AT IPABOVE FlHISHEO FLOOR. 15. THE DEPTH OF THE WORKING BRACE IN THE DIRELT011C LIVE PMTS SNNLBE IN ACCORDANCE WITH DISTANCES SPELEIEOIH NEC 201]MTCLE IIC]B tt RECEPTACLES AND COVERPLATE COLORS PER SPECIFICATIONS O. ALLEIECIN[AEWIPUEM AHSSrSTFAHS SHNL BETESRDAxp AOASTEOFOH PROPER OPEMndM.COMRETEDV SYSTEMSWLLBEFF_ECFSHORT ORNcS 16.ELECTRICAL EOUIPMENTAND LOXWCiOR5$HALL BE READILYACCESSIBLEANO SHNL NOT SEWCRTED IN MEAS SUBJECTTO CETERIGRAIW WETOM015TME, Al HEMAS20N GROUIs01NGDIIPEXRECEPTACLECCSIR0.lE00Y WP1L SVMCH.MWNTATICPBOVE FNSHfDFL00R EHCESSAE TEMPEWNIE,CASES,FUMES,VAPORS.LIQUID.OR OTHER HPRIAFUL AGENTS. W RECEPTACLE AND COVECBLATE COLOR PER SPECIFICATNNS. R GFOPECEFTMHESS lA BECOxC DBEHNOEOUmI SUC ASDRNxNGFdMTANS.VENDNGNACHEX ORANIINFEDUIPMEm, 5 TER ONS NAGS TERMINAL BLOOLSEICIN CIUUNRRFwaPs,ITo.-ECTSWRCIHF3,IS NG CONTACTOR.PLAYS,PA�'_IB 1,TME SN0CHE5, ti. SWITCHBOARDISI ANDPANEIEOAROS SHIlI BE MMHEO TOINDICATE4N 1 THE POWER SUPPLY SOURCE IS LOGTED, p, SPECIAL RECEPTACLE,NEMA&30R LIN 55 NOTED OTXERWISE.MOUNT AS REQUIRED FOR APPIANCE REDEPTACM AND v LTFL Is,I IF//// W4TI OPTS OEGRFEB[NTENPEIUNRE IF TDNxA ANEOUPUEHT sOOM ASEAHAum FAvs,wAlFAxGTERS.NRCONMROANG 10. INOMDWLSINGCT•OLE BREPItERS.MIfMHOENnREOHMDLETE5,5HLLL BE INSTNLEDASTHE PROTECTION FOR EACH UNGROUNDED Cg10UCTOR OFMULTI-WIRE 'Y COYFRH�IATE COLORF£R WECFICATCVS. t�Tv'S gUrUSwy� THEN•ETC..NEPAIGLUMIN CONLY,THENC[NWmd6 Ml5T BE 0EMT®IV9 USED LV GDNPI.IANCENTHTABIE-IBOFUIWNMMEDAND-OPER BRPNLXCIRCURSi SfB OMYSNGME MUIETONEUIRMLMDS. R`h 'ICE DEGREFSC[OLUAN O NEMA S20R GROUNOINGOUPLE%RECEPTACLE.CELINGMWNRO.F'cCfFTACE ANOCOVEFPUTE C0.0RPER SPECIFICATIONS. �p� L 1. 19. GR OUNOEDCgDUC1OrNEUTRXD W BEPOWDEOATTHESNRCHLOCAHWFORSWTTCHESC XLINGLIGHTINGL0405STHPPHEDBYAGRO DED z No.85 GENERA PURPOSE CIRCUIT. NREM ACLE.CATICABLING AND COAXIAL CMLINGTOBE MOUNTED AT W ABOA FNISHEO ROM PROVIDE CONOUITFROM SINGLE GANG z { a JWGTrM8D%T01YMOVEGEILNG.PROVIGESA'CCNDIATFF0MNLFROOMTOFNCEPUTESH0YA5.CCORDINATE E%ALTLOLATION N FIELD _ i • *� 20. GROUND FAULT PROTECTON FOR APRIMCES SHALL BE READILY ACCESSIBLE. WIMARCHOTECTANDFURNIiUREIAYOUT. TEMPHONEOURET.FRONDE JUNCTIN BOX AT IB'AFF.PROVIDE N'4'CONGUR FROMTELERONE BAGNEACRUTO LOCATION SHDYANWFH STlA773 OP 21. ARECEPTACLESHALLEE LOCAIEDW 114sO-POFTHEELECMICALSERNCE EVNPMENT. v FACER4TE. TELEPHONEDATADURET.FROVIOEJWCTWBO%AT14'AFF.PROOMM4'CONDUITFRO LEPHOWBACOIAOROTOLOCATIONSHOWN RDs,AEO R,I 0\2� 0 MNFACFPLATE.SUBSCRIPTINDICATESOUAMITYOFDATAM SPNLICP&INc. N//SIpNAL E�TL FLOORBO%WRHINLEGML POWERADATALONPARRIENR.PROVIDE PII PEOUIREp ACCIXRREMEM.RDUTEI-CONDUFFROMOATASECTON /////111111\1AAAA MA OVE CEllING.COOIDNAIECWDVRSIL MDCPBIMG REOUIPEAFMSNATi CABLINGPANTGW'MNGS ANDINSTALLATIONDESGN ABBREVIATIONS tt 0 TDM&PLAINSVnRAJSED FLD ORFOUg4.5UBS�ChNIOTBN�GILL'IES DUDAN�TITGY MTA JWATLItS AN�BCPBL��GRMObEVIXDTON SERIES.CONCPFfEPOUR R,TFD A AMPERE FACP FIRE ADAM CONTROL PANEL P 'PREJUNLTW BD%WPL.MWMEO(M CEILING MOLNTED AS INDICTED ON FLAN.SIZED AS REWIRED FOR GGNUITSMOFILL.MINIMUM 1-EMT AG NTERWTING CURRENT ANNUNCIATOR PANEL PB LOO O FOR FURNITURE INSTALIATION. AF AMPERE FRAME GAP GENERATORANVUNCIATORPASEL PH - AFF ABOVE FINIS HED FLOOR GO I- PALL• ❑j ROORMOUMEDNNMIDNBDXMINDICAIEDDNRAN.SIMCASREGUIREDFORCONDUITSANOFIIL. AFG MOVE FROSHEDGRADE GIC G.4'VANDOED RIGID CONOUIT FVC f ND AMPERE INTERRUPTING CPPACRV HIO HIGH INTENSITY DISCHARGE 2)M LUMINAL TYPE AS DESIGNATED ON PUN.REFER TO LUMINAIRE SCHEDULE HALF SHADE DESIGNATES EMERGENCY AT AMPERE TRIP HT HEIGHT FIXIUAE PWG MM ERI_WIRE GNIGE E JUNCTION BOX TYP TYTLFL V Beach BNFL BREAHER ICLDNAPERES U -V51DALE&11 IYALtNINNRE,TYPE ASDESIGNATFD ON PLAN.REPERTOLUNINNRE SCHEDULE HALF SHADE DESIGN T EMERGENCY k.-Ily Club C CONDOLCCNDUCTOR 1 MGMIL THOUSAND CN-AR.OS UG : ® ® R-RE. C. CIRCUIT KVA gLOVOLT-PMPEREE LINO uFID RED Gill R CU CONGER LEO LIGHT EMIi11NGd00E V 2X2 LUMMgIRE,TYPE AS DESIGNATED W PUN.REFER iO WNINAFE SCHEDULE HALF SONDE DESIGNATES EMERGENCY DEDICATED PdNER LT5 LIGHTS VA x„T ® ® FCMRE. Atlantic Beach Country Club �E I OUR.ESSENTIAL POKER MIWN NNIMUM�URBRFAILER F%FMR Phase 1 EIEC ELEC'TOCELECiWCN MLO MAN LUG ONLY B AMJ KD WALL MOUNTED WMINARE,TYPE INDICATED.REFER TO LUIAOWRE SCHEDULE. E%P ExaoslGamoDF MTG MOUNTING Construction Documents FA =FIRE NPAM XEUi NFu_ B Q RECESSED CAN LUMNNNE,TYPEINDICA.TED.RFERTOLUMINNRESCHEWLE.H4SWEDE3IGNATESEMERGENLYFII(ARE. 1E0D SeIVa Manna Drive Atlantic Beach,Flodda 32233 STRIPUGHTFIHTURE,TYPE ASOUSIGNAT DOTN PIAN.PEPERTOU-11LTIIRE SCHEDULE.HALF SHADE DESIGNATES MERGENCYFIXIURE REVISION t0 FPlif(INGAISEAPOLELIGHT FI%NRE.TPE AS OESIGUIFD MPIPN.REFERTOLIGHTFIATURE SCEDVLE NO. DATE DESCRIPTION 1 1102-22SD PRICING E TEIGN,TIPEASDESIGNATEDONPIAN.PRDNOEWMBEROFFACESPNO CHEVRONS 0.51NOICA7EDON PIAN.REFERTO 1 2 02-1823 DD PRICING ® LUMWAIREScHEDUM. 3 03382305-23 9056% 23 PERMR SET IlGHf SWTT[H,'YINDICATES2F E,7INDICATES3W4Y,'4'INDIEATESI-WAY.N'INDILATESMDOSo VACANCY SVATCH.PFGNDE OY£RLOAGS SILD FOR RS ASSOCIATED MOTOR. ® CEILBNGP:NDONTIAOJIREDDUAL TECH,VACANCY SENSOR. ® WYLIGHTH.ARVESNNGUGHTSENSCL OLIGHIIXG COMMPANEL.SEE SPECIFICATIONS FOR BASIS OF DESIGN. t� REUNN CMTR0.F i ® T © �isPnRwxa_.No ALD, NOF THE D ISNOHEssTHwaASUNDRX IEOFLaRONGRFATeeT-1v Ao- -THAry cosorR`,_,_0F GIEATERTww 9cAw+EF�xEnaoon wTsrxmdA d( naPTIsM�Hxr.MaNrsuwTHwEHTMEIEvsls noLEsslnPNvceoAE RNIsrEDPLwROR mFA7FRInPNss'nmvEPNPF®noMa.sysrxmEu p PRE NANIPHOTDELS-DSL1DIEDERmoRCIPPNDM-ArLDCAnDN F oq� �xm EAiD EnoR aewnwF¢o MPR UEa EGFR ecawcMamA7LaAnarvsxmu xEssmEm� w ui ® �FMENARIINwITGRMDdAE AwaDRwxAIE IvsTALunonAJ®cNdEErnaxAWIHMTHE SPBxMERcoxmnmm U) ® RE x IowrPlM.xrATloun LRAcssolxBRNs6xDTFD. W ON-PUR+OHTEDCE�OR,nEMLduxvAr,OHmAcrGRSw NmMLNTIE Cm LU C3- uUME EH£CINLwN.coNTLR4RCTmw°£AHL`cvaEGTT`o1�`iHeimE UAm.L ® DMAdEneoow lHDLffJe W N WLA WRnooGR wsrALLH 0 U mGRALidAMLNLPRDW�ADATAME,YIwxwaP3NOAssocw,EDcsBINGATeAaHLGana,.CDrnDNATENMwWNERA'ESFGuun J ®� NER Xn-aRVHRLPRowEATDAi.DRaa,L� im bLNGTDLGGnDNSAssHaw U F- W J William Digitally signed w by William Gaddy Gaddy 3164513?04'00? B _ P. 3-E0. 1 SCALE: DRAWNBY:Author PROJECT NO.,2022352 n A-.17Q/74 DCDRAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 25566 AGOURA ROAD,SUITE 106 CALABASAS,CA 91362 b 310.670.9144 w61.s@shepaa— I I a 11�lwwcs.s I I I I Art� \ I , I — I GENERAL NOTES -L J 4J2. --_ — _ i ____ 1. BRANCH GTHOsHE HAveTHESAmESIZEconoucrDRSFaRTHE Consulting Engineers ENTIRE LENGTH OF THE CIRCUIT. 419;PDUII,1,G 3 6 200 2. REFER TO ECON FOR RISER DIAGRAM AND BACK-OF-HOUSE LIGHTING Pulmi1,G4300%TP _� , F—RESCHEDULE (P)Till.b_?.22i0 (117 06212?:I OfFICE t T�"(B 3. CONDUITS SHOWN DUTSIDE OF THE BUILDING FOR CLARITY ONLY.ALL T 6 r�p` _J 1CONOUrt SHALL REMAIN WITHIn THE FOOTP0.INTOF THE BUILDING. r---" Tp126 Si4. CONTRACTOR SXALLLABEL EVERYFACEPLATE WITH PANELSOARD CIRCUIT INACCORDANCEWIT NEC40B.4. ® i2 T9 r t 5. CONTRACTOR SHALL COORDINATE MOUNTING AND MOUNTING HARDWARE TP ^ WITH ARGHREGNRPL REFLECTED CEILING PLANS PRIOR TO PROCUREMENT JOF LIGHTING FIXTURE PACKAGE. I = B. CONTRACTOR SHALL PROVIDE V-1UV LOW VOLTAGE CABLING FOR ALL LED — FIXTURES.AHU 7Ti-4TP-7 3'1 TP 6 � _— — — — - —PRO sHoP h - '-- ' SHEET KEYNOTES: � ,i. COORDINATEENACTLOCANS AND INMOUNTING HEIGHTSOFOETo i/ WNN ARCXITEC URA PANS ANOINTERIOR ELEVATIONS PRIOR TO `1�V1 CH SSf�'.UGH-IN. No.85 CD MOTOREED SWITCHES LOCATION WITH OWNER ANO ARCHITECTPRIORTOROUGH-INS.I 3. COORDINATE SWITCH LOCATION WIRI CABINETRY INSTALLER PRIOR TO STATH OPROUGH INS.PROVIDE B'FLEXIBLE CONDUIT FOR CONNECTION TO TAPE- LIGHTORIVER. ' �ORT.4. PROWDE—"ARDWIRED CONNECTION TO WALK IN COOLERpL_ — — — _�_ — — —. — — EVAPORATOR.PRC INTERCONNECUNG JF/(JEVAPORATOR ANO CONDENBER PER MANUFACTURER V RECOMMENDATIONS.COORDINATE EXACT REQUIREMENTS PRIOR TO 5. FRQCIRCU RESTROOM ESTR AROW IR AUST FAECTION FO0.COOLER TIE AND ALARM. _ UII` COORDINATE EXACT REQUIREMENTS PRIOR TO WORN. 6. CIRHTING SWITCH. FAN OPERATE WITH ROOM TP-S.T S FANS TO ROOM LIGHTING$WITQH.FAN TO OPERATE W ITH ROOM LIGHTS. 7. PROVIDE RECEPTACLE FOR GAS WATER HEATER CONTROLS.MOUNT ABOVE CEILING N—TO WATER HEATER.COORDINATE EXACT LOCATION Adantic Beach �.� AN DREOUIREMENTSPRICF WORK. f T S TEN NIS PAVILION POWER PLAN B. PROVIDE A HEAVY-DUTY30AMFI2P13R DISCONNECT SWITCH FOR WALK-IN COOLER CONDENSER.ROUTE 2N12 A 1N12G IN 12 CONDUITTO CIRCUIT 1'-0' TP-31,33 FOR CONDEN5ER POWER.PROVIDE NTERCONNECTING W IRING BETWEEN CONDENSER AND ASSOCIATED EVAPORATOR PER Mark Beach Country Club MANDTRRECOMMENDATIONS.COORDINATE EXACT LOCATION AND R MEN EDRNphase 1 9. PRO VIDE AND INSTALLAWEATHERPROOF 120V-20AGFI RECEPTACLE INA Construction Documents CAST BO%W LTH TAYMAG LOVER,CAT.N0.10310G.CAST BO%SHALL BE 16D0 Selva Marina Drive TO STRUCTURAL SUPPORT FRAMING ON MECHANICAL UNIT. { I CONDUIT SHALL BE RIGID STEEL.PROVIDE CONDUIT SEALING AND Atlantic Beach,Florida 32233 FLASHING AT PITCH POCKET.COORDINATE ROOF PENETRATION WITH THE ARCHITECT AND ROOFING CONTRACTOR PRIOR TO WORK. I7 10.PROVIDE ONE q'X3'%314-TELEPHONE BACKBOARD OF FIRE RESISTANT REVISION 1 I I PLYWOOD.PMNT ON ALL SIDES AND EDGES.COORDINATE COLOR WITH NO, DATE DESCRIPTION THE ARCHITECT.PROVIDE A 3'X12'%114'COPPER GROUND BUS BONDED TO 1 12-02-22 SD PRICING BUILDING STEEL WITH AN COPPER CONDUCTOR.PROVIDE TWO 3-PVC2 02-1623 OO PRICING CONDUITS FROM THE TELEPHONE BACKBOARD TO THE PROPERTY LVE. COORDI—EXACT LOCATION WITH THE TELEPHONE COMPANY PRIOR TO WORK. 3 033623 90N.CD q 0-23 PERMIT SET I I I I tTp/I��lam Digitallysigned by I Vy William Gaddy Gaddy 106:4518-04D0'2 Il I I I I i' I fil i I 06 LU Ill I TP-30 I I. I J �I L� —J I I I I J a L " wo 0 Z - - 0 rl I I I I I I 1 2 M 4 5 6 Z Z W 3 TENNIS PAVILION ROOF POWER PLAN C — n 3-E2.0 SCALE:14'=I%T DRAWN BY:AIS C PROJECT NC:2022 352 nrj;Qj00 GCDNAIT eCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 8 310.670.9144 Al.,&hepae.[om Gj 11-p —- - - - - - - _ 1 V4197 Plea o HNI 3D0 Suite 200 G Duluth,GA 30096OA G G pA —1 (p)770.622.2.70 (070.612.'2711 G I , [l II 0 B B B I _ TPrR OA OA °A TP-zD Sl B D Dc D 0. TF.12 G O G -- 4•- G O G G OA OA OA UA I T1 1 1111111111 r y _ Digitally signed G G G c" °A I William by William Gaddy t. - - _ _ Gadd ST OF == PaoaHDP _ D IDE D DA c cG I Date:2023.05.22 $ �- 16.44.41-0400 _ Ir D - -- -�- —_ - — — I, 'A ORl 1 2 M 4 5 IL tF �J Atlantic Beach P-1,TENNIS PAVILION LIGHTING AVILION LIGHTING va=r-D° Atlantic Beach Beach Couni�Club Phase 1 Construction Documents 1600 Selva Manna Drive Atlantic Beach,Florida 32233 REVISION NO. DATE DESCRIPTION t2.2-2 SD PRICING 2 02-10.23'DD PRICING 3 0350.23 aO�CD 4 0523-23'PERMIT SET GENERAL NOTES SHEET KEYNOTES: O ,- BRAN CH C—URS SHALL HAVE THE SAME—CONDUCTORS FOR THE 1. COORDINATEALL LIGHT FIXNRE SPECIFICATIONS.REOUIREMENTSAND ENTIRE LENGTH OF THE CIRCUR. CONTROLS IN THE PRO SHOP WITH INTERIOR DRAWINGS AND ELEVATIONS PRIORTO WORK. 2, REFER TO E—FOR RISER DIAGRAM AND BACK-OF-HOUSE LIGHTING FIXTURE SCHEDULE. 3. CONDURB SHOWN OUTSIDE OF THE BUIL DING FOR CLARITY ONLY.ALL CONDUIT SHALL REMAIN WITHIN THE FOOTPRINT OF THE BUILDING. 4, CONTRACTORSHALLLABELEVERYPACEPIATEWITHPANELBOARDCIRCUIT IN ACCORDANCE WITH NEC 408.4. 5. CONTRACTORSHALLCOORDINATEMDUNTINGANDMOUNTINGHARDWARE WITH ARCHITECTURAL REFLECTED CEILING PLANS PRIOR TO PROCUREMENT OF LIGHTING FIXTURE PACKAGE. E CONTRACTOR SHALL PROVIDE—V LOW VOLTAGE CABLING FOR PILLED FIXTURES. J \W W J Z Q J d (D Z H f J z Z 0 J_ Q a. U) Z Z W H a 3-E3.0 DRAHT9 BY:AIS PROJECT NO.:2022.352 r-try J4/'IQ OCOAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS 4 ENGINEERS SYSTEM No.W-Laos, 26560 AGOURA ROAD,SURE 106 F RATINGS-1 AND HR(SEE REMS 1 AND 3) CALABASAS.CA 91302 T—ING... — a)310.670.9144 WOI.B&hap .LOm LRATINGATP,TIENT-LESS THAN 1LFMISOFT ONE-LINE KEYED NOTES ONE-LINE GENERAL NOTES -TIM.—.. L RATING AT CFWW FT (THIS RISER DIAGRAM ONLY) (THIS RISER DIAGRAM ONLY) T1 �1coPVER�ceePLONF .Baa c6BoiNvo aos TAa�oa �NFusnrvs�aaRSAFno PA�imwos.xewaRF»Fxs s. .rtrN.Exr..�R: I'A 1 MNN.A nExIEwOR IOI�DATKMF001FR1W0 a aFE TOI.WTDI AIL RAnx,,. 1A �"IO WaUNE 5TE9- _ NOf OVFPLOID EU:CINGIL _ TrtIMCTpr SEwd6E FIDIFYlXE B4MxEER OF IwC01a w4EDMTtvwix ANY G�7L� CaV 1 - I I. Consulting Engineers 4197 PI—ol Hill Rd.,Stile 200 Ihdnr6,G.4 30096 L_ Baeg—LION uxPAwloN (p)770.6_-2270 D,77u.622.2271 SEaIDN A4LCONDUCTOR SCHEDULE wAWiuce (THIS DRAWING ONLY) 1 WALLASGEMBLY-THE1082HRFIREAATEDGWSUMwA coARGSPUDW,U_ SWRYSHALLBECONSTRUCTEDOF THEMATERIALSANOINTHEMANNERSPEORMPN EINDMWALU3000RWWSMESWALLANDPMTRIWDESIGNSIN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOILOONG CON—CRON FEATURES: [a.PANY pB0 3❑i w C T� KSTUDS-WAll FRPMIrvGMATCa4SISTOFEITHERWOODSTUDSP STEE3CHWNELENDS.WOODSTUDSTO PM25FOPNER CONSIST a NDM 2 BY IN LUMBER SPACED IB IN.OC.STEEL STUDS TO BE MIN 2 W N.W DE AND SPACED Max (D WHE IN.00. NSTEELSTUDSPREUSEOANDRIEDlM4 OPENgIGUaMSTHEWIDTHOFSTUDCAVITY,TIE 4146 OPENING SRLLLBEFRN.IEDONKLSIDESUSINGMNGTHSOFSTEELSTUDINSTPLLEOBEIWEENTHESND O 6Nrt IN CAVRY THE OPENIDSSDLBEFPAMEOONPLLSIOESUELSTWG1H511FST DE EOINSTALLEOEMINT L TIE VERRLN.4TO6N05CREW D4TO60TOGWRT ELSTIAI3AT EACXEND.THEF INGI0PEN84GI , I ---- — W14 SHALL 8EIT06N.WENISINS< NNIGIOR INGTHETO31NFTHEPENETRATINGNEMSI1CHTNT, - WXENTXEPEIREiRATINGNEMISIMSTNLEDINIHEOPENING,A2T031N.0.EMLAN[E ISPRESENi BETWEENTE �-- ------- -- J PENETRATING REM AND THE FRMING W ALL FOURSIDES. 6 -GWSUMBOARD•-S161N.THILK4FTMIDEWmlSWP MTAPEREDEDC4:5.ME GYPSUM BOARDTYPE, 3 TIIOKNESS.NUMBEROFLAYERS,FASTENERTYP SH UMIEH IIONSHMLBEASSPECIREDINTHE INDIWDUMU3WORWOOSENESDESIGNLATHEULFIREPESISTANGEDBi OWMAILDIMIOFOPENINGI6 1\,11IIIITIYA 3 EFIN.5TOPSYSTEM IISEOUNTOTHEFwEPAVINGOFTIw1 WPLLASSF H_00 SIUO WALl3THEFRATING6 ♦t.=.I S. fA 2 THBOLON-NETR S-OWMUT ICPJ*,CONDUrtoRT BINGTDBEINsrA DEnHERcorvcETJmIMLYOR QN_F.ELECTRICAL RISER DIAGRAM-PHASEI Digitally sigGed �`x�1ti~P�'-i-t13Aw ECCEHIRIC WITHINTNEFIRESTOP9Y6TEM.THEPNNU1 PACEswuBEMINOIN.TOMAx2-IAIN.FIPENAYBE 'AFA.O SCALE.NOTTOSCALE William b William Gadd INSTALLID WIRI CONTINUOUS POINTCONTACT.PIPEC01aUITORNBINGNAYBEINSTAUEDATANANGLENDTGREATER Y Y ND.85 THAN 45 DEGREES FROM PERPENDICUWL PIPE,WNWIT ORTOBINGTO BEPoGIDLY SUPPORTED ON BOT X SIDESOFWPIL Date:2023.05.22 = ASSEMBLT.TIE FIXLOW6NG T LUES AND�sOF METALLIC ARES.COYOUNs ORNSING IAAY OE USED. A.STEEL PIPE-NOM301N DAN(OR SMAIlER)SCHEDULE IO(OBBENV1ERIMELPIPE. Gadd 16:44:5$-04.00 B.IRONNPE-NOMOWDIAM(CRSMALLER)CAsTORRUCTI1ERDNPIPE STATE OF �z C.CONWIT-NOM 4NDIMItO SMALLER)STEELELELTPJC hlI LICNMNGM6IN.DIMASIEELCONDUM.. O W: D.COPPERTUBING-NON51N.DIPM(ORSM ER)TYPELIMHEAViERICOPFERTUBING. CAVO ALORL�P ti=s� E.COPPER PIPE-NOM 6IN.N4M(OIR SMALLER)REGUWR(OR HEAVIERI CAPPER PIPE. aPiA Ss. �OsANA 3FILL.VOIOIXRLAVITYMATEmM'-SEAUNIT-MINSBIN.THICKNES-FFILLMATERIALAPP—INITHINT ANNOLUS, 4Ay YONAL \\\\ FLUSH WRHBOTHSU6 SOFWALL.ATTHEPal ORCRIM SCO TLOWIIWSBETWEEN PIPEANDW ,A JI ICI I\I\1\ MW to N.DIPMBEAoo LMATER[k SHP BEPPPLIEDATTHERPEwAUIHTERFP.cEory Bo SURFACESO WML. MECHANICAL EQUIPMENT CONNECTION SCHEDULE FW DGNDUN MRU I Mrs swlrcH TYPICAL CONDUIT PENETRATION TAG EDUIPMENTOESCRIPnon voLnr_ w Nw IMLA) cwcurt caWcrcps RawaTU4aP.m,Eaa. 1 THROUGH FIRE-RATED WALL Axu}1 MR HPNnIxsuNR-}i z66n (24) m-11,13 m10a IA10c IN IBova=_o—EWIMENT ?f4. scALE:NOTTo6wE HP3I HEAT PUMR31 20MI (NE) TP-14.16 2Y61I III- - PHOVIDEDWITHEWIRAENT EW%81 ELECTRICIR—HEN-1 2- T'-72,3, .1211#12PROVIDEDWITHEWIMENT EORIi ELECTRIC CERNGHEATER}t 1.5 123 71`36 N1261Al2 PROWCEOV4TIEOUIFMENf AtlanticBeach a-. ELECTRC CERN.HEATER 32 126'1 11 125 TP-3B 11 IN ITC MOYIDED WTm EOUIMENT ECN34 ELECTRICLELINGHEATER}3 120'1 11 12.5 —B m111—IN 12C FROVIOEOVIIIH EOUIPMEM S ELECTRICCERINGHFATER44 120'1 15 125 —2 m1261.12INIIfC FROVIL3EOWIMEWIMEM Atlantic Beach Count Club ENCASE nECEFTACLE JINCTON BOON PLL SIDES PECEPTALLE YHTH VL LISTED FIREAATED'R1T'PACM.MICAL Mme. FORML EAd(-TOBACK RECEPTACLS IN FIRE ase RA D WML IESTNAT ARE LTHN324. ESSON CENTE0. BOTH NEUTRN ANO PHASE CONDUCTORSHALLSE p Construction Documents NOmus=_T—GEATSXOWN.DO DEVICESASFEEOLUGROgNO Juxcnoneoz 1600 SEW Manna Dove TxaouGH TD or1aRDEVIws uG ON Box Atlantic Beach,Florida 32233 .as— RSCEPTACE REVISION 21— COVER NATE LA0. DATE DESCRIPTION .I—OR PINSE caxoucr13R— Branch Panel TP I 12-02-2z BD PRICING 2 02.10-23 DD 90%CD TNG ea LoHon:STORAGE 303 VOW:12m20B Wye AI.C.FaOng: 3 d}30.2390% }30.23 90%CD SVpply F,—I PNaces:3 Name Type: 052}o PERMIT SET BACK-TO-BACK RECEPTACLES TYPICAL MULTI-WIRE BRANCH ..U..g:surlec,: varea:a Malns Rating:—A IN FIRE RATED WALL CIRCUIT RECEPTACLE DETAIL ER......:Type 1 NCB NaOng:2 5A - -EdD SCMENOTTO SCALE E4O SCNE:NOi TO SCME Nmea: CKT CI=h Da plies Trip Poles A C P.- Trip Circuk D.aaipli.. CKT 1 RECEPTACLE-OFFICES 2DA_ 1 1620VA 900VA 1 1 20A RECEPTACLE-RESTROOMS 2 3 .REGEP-ME-OCCOOLER : 20A _1B0_VAp2A 1 20A RECEPTACLE-BAR SEATING 4 CATV CI ETV SYSTM 5 -POWER-EF-}1,2,3,4 20A fiW VA'2000 VA 1 20A LIGHTING-TAPE LIGHT B CAN=LABLETV SYSTEM J RECEPTACLE-PRO SHOP _ 16DVA 120 VA 20A RELEPTAGLE-PRO SHOP FLOORBO% 9RECEPTPCLE-CLOSET 20A 1 360 VA 1 20A POWER-BAR FANS Q" POWER-AHU3 60A 2 3755VA 131OVA 20A LIGHTING-PRO SHOP TRACK LIGHTING 12 13 3765 VA.N96 VA 2 40A POWER-HP-3-1 14 USEMEFOLLOV1gIG 15 POWER-MOTORIZED BLINDS 20A16 UsEABLACKNAFNERIN LOLwc00E' 17 POWER-MDTORIZEDBUNDS 20A a.- I.VA 20A POWER-MOTORIZED BUNDS 1B TRIS SPACETOIDEMIFY BUf3(-120R08V 19 POWER-FI REPITS 20A I 1000 VA 1050 VA 1 20A LIGHTING-PRO SHOP TRACK LIGHTING 20 TXEONE THAT AP0.IE5: LA-1 PID-FI RE ALARM SYSTEM v 1 GREEN-GABLE TV Vs.. 21 LIGHTING-OFFICE,STORAGE.... RDA_ 2,2 VA gVA , 20A LIGHTING-BARAND5TORAGE 22 r.. BLUE-INTERCOM SY5YEN 23 RECEPTACLE-SALES-UNTERfl V 20A B1-A20A —IN WINE LOO LER 6 EVAP 2a -PANELBOMRG 6 CIRCURA 25 WALK IN COOLER 6 EVAP 2.A 300 VA 510 VA 20A-PAY FOR PICURMONITORS 26 J "FAS i" 27 'UNDERCOUNTERREFRIGERATOR '20A 1 160 VA 100 VA20q UNOE0.CO-NTERREFRI GERATOR 2B D 29 ICEN,ATER DISPENSER 20A 1 ) 10_0 VA20A ROOF TOP RECEPTACLE 30 31 WALKIN COOLER CONDENSER ZOA 2 555 VA 15WVA 21)A ELECTRIC WDLL HEATER EWH-}t 32 0 33 655 VA 1,500 Al 34 35 Spare 20A 20A ELECTRIC CEILING HEATER 31 Ifi 37 Spare 20A OVA 1500 VA `A20A ELECTRIC CEILING HEATER 12 36 !1 39 s,.,. 20A OVA- 1,500 VA20A ELECTRIC CEILING HEATER 3m3 d0 Vr^ �JUNCTION BOX ;spare OA 1 OVA20A ELECTRIC GEIUNG HEATER- 42 V/ COVER PLATE DETAIL 2 Tma Loaf: 16226 VA 10669 VA 129J FA.O BCAIE:NOTTGSCME Total Amp.: 136 A 91 A IIIA W Loaf LlaaawcWon Co..--d Demand Factor maNd Den d Panel Totals Z HVAC 18521- 1 75.00% 91 VA 2 Q^ L41078 VA 100.00% 1878 VA T.A Conrl.L.d 40059 VA LL Motor IaOp VA 10000% 1400 VA Total ESL Oamantl:27011 VA Omar OVA 0.00% O VA To Conn.Grtrerd:111 A Z P. 11710 VA 35.00% 4099 VA T-1 EaL Demand CurmK:77 A O .a. 6E%VA 100.00% 6550 VA J No es: < LL Z Z W 9 r C 3-E4.0 SCALE: ffi DRAWN BY:AIS PROJECT NO:2022352 Y1G/%]4/'74 OCDAAIT QCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 6446 CALABASAS,CA 91302 .nresa j 310.676.9144 wills@shepae.mm FOODSERVICE EQUIPMENT SCHEDULE ITEM NO QTY EQUIPMENT CATEGORY EQUPMENT REMARKS I I 1 1 YYALK IN WINE COOLER 2 1 COMPRESSOR RACK 3 1 WALK IN WINE COOLER EVAPORATOR COIL 4 1 KEG RACK 5 - SPARE NUMBER 6 1 ; EAND WATEROISPENSER 7 2 UNDERCDUNTER REFRIGERATOR 7A 1 BEVERAGE REFRIGERATOR VERIFY W7DOORLO:.AT10NWl I 6 1 BAR COUNTER MILLWORK/BY GENERAL CONTRACTOR ARCHITECT 6 ENGINEER I 3 3 lAL!-MOUNTED MONITORS(PPV FOR POUR) INCLUDE36POUR METER VALVES,BY VENDOR //�� I 10 . 5PARE NUMBER • / - ` 12 - SPARE lo WALL MOUNT FAUCET 6FAUCETS NUM ER J 11 I 1s SPARE NUMBER 14 1 CO2 TANK BY VENOORIEA CO2 BEERWALK IN&NITROGEN AT WINEWALKIN 3'j^ I 15 - SPARE'BEERC — T K=O 16 1 WALK SPARE 19' — < � _ 17 - SPARE NUMBER 16 1 WALKINBEERCODLEREVAPORATORCOIL ¶ 19 - SPARE NUMBER 20 - RENUMBER ,R 61 21 1 11 RACK 22 1 KEG RACK I �'! — I 23 BEVERAGE COOLING SYSTEM i' — - � ( 16 I � 24100 - SPARE NUMBERS T T— S - - - -�-- I n ..A AND SIAACKS vAu eE I I + '+��" , IN THE RIO 540P A5 PERI r- I �� .•` " '•AA% ' I11—COMMENISN ^` 112L23MEETNG L •�± ' 4AAAAhIIMii1Ri1 IA111`V++ � I Mat Lic Beach AUank Beach CountN Club TENNIS BUILDING -FOODSERVICE EQUIPMENT PLAN Phase &2 SCALE:114"=1'-0" DD PRICING 1600 Selva Marina Drive Atlantic Beach,FL 37233 REVISION NO. DATE DESCRIPTION I 02 PLATE Il 11'-9 1/2'' UTILITIES SCHEDULE HOT Cold HOT WAT C 07 TOC n PH GOLD Wats WASE ER DIRECT DIRECT REM VOLT AS DIRE PLV ELECTRICAL ELECTRICAL WATER r RSIZE AFF GRAIN SIZE =CAF Indirect Plumbing NO QTY EQUIPMENT CATEGORYF EQUIPMENT REMARKS AMPS KW HP S E CTJ G AFF REMARKS SIZE(IN) AFF (]N) (IN) (IN) (IN) Waste Slze Remarks IN WINE COOLER No 120 1 X FROMABOVE FOR LIGHTS&ALARM 2 1 COMPRESSOR RACK 63A 1208 1 X 1 ROM ABOVE 3 1 WAIKIN WINE COOLER EVAPORATOR COIL OSA 120 1 X .FROM ABOVE 1.00 — 4 1 KEG RACK I Q _ 6 1 ICE AND WATER DISPENSER 5.0A 120 1146 0.50 4B J T 2 UNDERCOUNTER REFRIGERATOR 3.OA 116 120 1 X -1& 7A 1 BEVERAGE REFRIGERATOR 2.3A 1)6 120 1 X -16 _ .-. B 1 BAR COUNTER MILLWORK I BY GENERAL CONTRACTOR 20.0A 120 1 X 40 CONVENIENCE OUTLET It Le/ E fi 9 3 WALL MOUNTED MONITORS(PAY FCR POUR) INCLUDES 6 POUR MET ER VALVES,BY VENDOR No 120 1 X 46 DATA Z 11 1 SELF SERVE WINErBEER WALL MOUNT FAUCET 6FAUCETS _ 46 1.00 w 14 1 CO2 TANK BY VENDOR,f EA CO2@BEER WALK IN& _ 1 NITROGEN AT WINE WALK IN 16 1 1 lwALKINBEERCULER OLER %A 120 X FROM ABOVE FOR LIGHT58A1ARM t6 1 WALK IN BEER COOEVAPORATOR COIL .9A 12f1 X FROM ABOVE 1.00 AL 1KEGRACK 22 1 KEG RACK I-1f 23 1 IBEVERA[3E COOLING SYSTEMLij lJ W LL 500 GROUND - m � — LPLANE t1 a _ I — 0'_p• L GENERALNOTES TXENFDRMAmncanvnEDNTxlsowwwclsTDRDESILavrtrtErrt DI8't.MCHIfEi.T.FNGNHR CTO O LOCAgORWGXNAORACEREOUINEKSWHTHEEO BAR ELEVATIONDAEx61GxS. 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DATE DESCRIPTION C 1: -Ir.- ^1 .I I OfRJQI!� SO I1tmR W L '-.TFc'.ia2 �'BEERIMNE �•/� %C�E�T-C BEER COcONxDUITTDETAIIL`-. J z Q J a z KITCHEN BUILDING CONDITIONS&VENTILATION NOTES H TIENFO2MATION WNTMROONTHISOMWNGHASREN DOq+DWATED YAMTHEARCNRELTMIO BYGJEEIt3.CDNiRALTCRSSHAII'IEPoFYLOCAnOH OFRWGJ4N3 AYD Q SERVICEREWNFMEMSNIT+FEI DNENSIONSN CN lI ONS.EOOROi�NSrPllAiNNxENO ANOSOFFDO RER ESEAIICEEDU%JENFWIIHFDDD5ER:'tE J EQUIPMENTCCTORAC IF.EL).EWPIAENTRSIGMTEDBYNFSCISDEFINEDASNOTNFOWSERLM;EOON1IiACT. 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DATE DESCRIPTION B SPOT SCALER/4"=1'-0" OL30123 Pos190� PLUMBING ROUGH-IN PLAN NOTES TEMF°wJAnoxcorlmNlEDwrxLSDRawry 155 ORONATED—THEuLcx OTaIOFNGNEERs. CONTRACTORSSHNLtEN IOCATONSOFRWGRANSPNDSER:.N:EPE0'JINEMENTSWRHFIELDDIMFNaONSNID OOI LwIADMATEM5T4UTON PEWREIAENISOF FOW IBELERAGE EOUIRAFM WNX MEFwDSER'n:E EWPNEENT MCONRACTORff EC.j EWBNENT OEaGNAIEDBYNOIE'NFSC'B DEFNEDS NOTMFOwSEALBDECONTRICT. 1.—N CONNECTWS SHONH ReLAIETOF00DSEAWCEFI%NRESANO EOIIB'fAENf ONLI.SEE MCWIECNRPL: EN3NEERNGPLPNSFORI Fu0NILFLUMBNGREOBMRENTs 2THISRUTABNGRAN6ME DTOSP,OWFRELNNARYROUGH4NLOGATOISWMIGHR.CONE S ESWL0 FaOMaJENTS.BEERFE OMEN91ME)PLPNSFGRFIN OWONS. 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O 'E.L.TO LONNEm FPN MEI UGMSWIiN HOOD SWRLHESAND MBNOE WJPS. /�,� A UGMS.M0.UON0 NIGMlMMiS,IIEIGUAETERTi11FEMNRE NAFdJS,FRFEIERDOORSWRJIES.DOOR GP:JAEHFAlERS, 'ECTOMER WIRE p5P09ERPMCOMROLPMMMWEC-MIWDEDDE NECT, V VAPOR PROOF UGHT FREEZER IFAIEDPFLEF PORTS,FEM01'cDOCRSWRCHES,FUNAISNEOBYFE.C-n5FAL1E0 PlIIl N'NEDBYIHE EIELmaCM WNmACTOR.AILCONDJR SM;OLBEPUN QYiFE EMFJNORTOP OF RIE WMRN 'R1L9Y RJRVEVOFP,9YOPEMTOIt,OP4%ISDHGEO'JPMENi NECHViI_AI,EIECiWCM,ANDRNIBNG B.MCONNECFS,SWRCHESATDJAPOR MCUL MDMVILIACEN%'UP Ni00FCO TMEWEWI1E MDORM11N F: T MPoRA1ATIpi SHOLLD BE VERIFIED MmT0 C0NSTRIIC110N WALK-IN TEMPERATURE ALARM TAPEFURHEXE3MDNST LEDBYESMI MCONRUCIOR C MERCCNAECMNSOFEIECIRMPL CONPINAEMSOFALLWMI(NCOgFRSFR&gRS MIDCDNPIAE550RSBYEIECINCM n 'PC.TOMNIWME WSTML BRA55 B MVE3' M IN PJM MINIIGAlE0TOPMC(..] p DATA AND TELEPHONE CONNECTION LaNT T.. CONXFCRON9ON NIFSEOVPMEMSXOWN. 3-F S 2.13 10.OIXMNPNCEWmEi55M0'WN ARE FOR 5'rALE EQUPMEMAM FI%NRES OPEMTION.AOORIONLL MEACONLENIEHGF ROU':ulx GR - L/ FIELD WIRING OUREiSSHALL BE NRNISHEDMi01N5TMIEBBYELECfR1[M CIXGRACTOR ASLOLAIEBON1HE ElEC11BC4ENCNNEERNGPLlNS SCALE:I— DRAWN)BY:AOM* c PROJECT N0.:2022352 a nF/7'D10Q DCONAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS 3 ENGINEERS P.O.BOX 8446 CALABASAS,CA 91302 d 310.670.9144 will.5�shepae.cpm POWER SUPPLY:208-230/60/3 MOPD:IS AMP MODEL NO.751A2M-CT3•MST OUTDOOR AIR COOLED REFRIGERATION SYSTEM ENGINEERING SUMMARY CDNNECTEDLOAD:I2.SAMP5 MINIM UMCIRCUfrAMPACrTY:13.6 FIXTURES CONDENSING UNR EVAPORATOR COILS REFRIGERANT LINE TEMPT COMPRESSOR ACCESSORIES 512E5 IINI f RATING i FAN MOTORS HEATERS w ¢i ¢ 2 Z W a REQ'D BTU CAP REG a aL i z TOTAL W ✓-j FIXTURE MODEL @ 60 HZ @ AMB'F w CAP. 0 f MODEL @�HZ @ fi0 HZ LL G O� OZ Q ¢ ON a ? j c d Zim SYSTEM t DESCRIPTION ria BTU/H NO. RLA V PH 100 (lbs) t NO. QTY RLA V PH RLA V PH O 7 LOAD C 1 WINE COOLER 50 40 3593 134A ARE35C5E 0.5 6.3 208 1 3400 H 10.3 LIR 3 ST035 1 0.8 115 1 O.C. ECOSMART wl l F EF 1/2 1/2 3/8 5016 BEER COOLER 35 25 5496 '448A ZB06KAE.0.8 6.2 208 3 6710 Z 10.3 LIR 18 SLUICES 1 0.9 115 1 O.C. ECOSMART 1 F F EF 7185/8 3/8 100 6 TNNt85S-11 HOUSING - ;5 I MmxRXEDxx R(XD FVSF➢) I n.IxIF�55rEEIDfTaTtOwfas i - I �EIELTaIrALKnxTROLPAxfI T 35• I 631/4• IraRrr 431/4" p D wwwx` fSI • ,av'a. 5a0NAL .OTE: '• •, CRANKCASE HEATERS ` S ~ • FAN CYCLING SWITCHES •�� • COATEDCONDENSERS ALL EVAPORATOR COILS WILL REQUIRE AHOUSE POWER SUPPLY ' • ENAMEL COATED ROTO-LOCK SERVICE VALVES NOTE: COMPRESSOR— DEFROSTTYPE LINE TYPE EVAPORATOR ACCESSORIES �.............,,ai, • OILSEAPAMTORFORSYSTEMC ,e ITISTHEINSTALLINGCONTRACTORSRESPONSIBIUTYTO ZSCROLL O.C.OFF CYCLE MMAIN-VARIES;SEE SUMMARY EF EEV FACTORY EQUIPPED ON EV" 4Ya/allfflEnNttrE�,,` • KE2DOORSEN50RPERWAV-IN C UL LIN FOLLONALLAPPLICABLE WOES AND CURRENT REFRIGS-01 N HERMETIC ELEC ELECTRIC F FACTORY EQUIPPED ON EVAP • COMMUNICATIONS PACKAGE SHIPPED LOOSE INDUSTRYSTANOARDSANDPRACTICESWHENDETERMINING L LOME(FIEW INSTALLATIONI • HEAVY DUTY DISCONNECT RACK WEIGHT:500 LRS. LISTED LINE SIZES.AND INSTALLING AND STARTING UP RDT EQUIPMENT. PLAN VIEW/CLEARANCE REQUIREMENTS SUCTION LINE VERTICAL RISE DETAIL EVAPORATOR DETAILS-MODEL BTO EVAPORATOR DETAILS-MODEL BEL 2S SERIES ENGINEERING SPECIFICATIONS _ pxgarWleea ._ cY ae,Meram pe,IMrL"�n�'aaRler`tliepe a.'A"wmtl wavlucm..rva.,stw.vn°ne.19r3193iN xss eIII,rilsmo5m. Inverted Trap wn MmamsYvemrwlihlnusetl Era papave¢r o4N rsel(came MenllreMwmRslull T d -____l KlsLaqad Luin 19• a- A asre Afianfic Beach Country C lub SIOPeTo_KCeR'SSpr Phase 1&2 U�. S,, m uDD PRICING 1600 Selva Marina Drve e P a.«< I�3• bnrneaaPrea'. a°Iamr,.m Atlantic Beach,FL 32233 _ A ,. -I ,e;mnsl rzwamleieaioowwauwrznmere`�,Nmm>oe�,nee AN-1 tY°` Ir G- em. wa,. w. w a.am w XmreeaE REVISION - I r F 7O. GATE DESCRIPTION 36' dd 1 Install(rapeverytransilion from horixontalto ve+liral. >r/e x-+/e sa/a ;,/am Vto IA. w Ew mamr eMliMa'venewns�M,yye hbrca,etl°rmpperawn (_p LdEi I d CrXExE[nnx I '"^xiE'""rV"'� H II 2 X03130/23 Posl90T.C0 I I tL• ee OY,' Insulate suctionlineswitb 3Ja"wall ArmaOex inwlatian. Allevapeumrm,sM cewe4aeawenedrn°a.wRe,aer..maucv I I elmrenR emanai°n valeawmemr°mc _�_ LJ_- J rAUtlxa AII)oin(sb,aaed wiMminimum l5%0Wr-1en IdinRrod. 1-11"P•trap on suttion he every 15'v kAI rise. mm wll"e eunieeerm ovate¢°I,ne:�nines atane , xmc.marwaewwwn"•rouxwwNRvanmrmoeumr Nptt —ol l5'verticaltypverall aro^+ aca°rbm°` 'KN vPowXa cnerte rmn • •X cpntlenier is above¢ pprator(s),Install inverted tapontnpeftheriseto ARINnumunbeburna,mu°merea- prevent oil tram seeping down when Nxturelsl is Nrned off. Pee amunls awsce lanvY wesurexwetlwrth4nnrtrocM. w Parts enfrnnv`real wneie.eNe�ree�umr e�re•EerS`amuri+mwlrea EVAPORATOR MOUNTING DETAIL(TYPICAL) EVAPORATOR PLACEMENT&CLEARANCE REQUIREMENTS WIRING DIAGRAM-ECO-SMART-AKOAIAE WI RING DIAGRAM-ECO-SMART-AKOAIAM Ye RM�m PewerldMMalarz. LOW PROFILE EVAPORATOR COILS DEMAND DEFROST CONTROLLER DEMAND DEFROST CONTROLLER(SHIPPED LOOSE( _ mnrrw,°n aMl n;aYaammmr.Pw°.wm a°amwawm»Rn mNrtaaa. w:ara,m apmRema (I.E.-BEL( FOR WALK-IN COOLER WITH ONE COIL FOR WALK-IN COOLER WITH ONE COIL w m Mem mmraemrrmll Pre ame Nn°rm,awbeaoPMirea,as 1 1 5 /60/1 315/60/1 eNl"'; „M,rMer°ume lee°nRanR Im,aww". w -rawxwau I��I"` -,mwwa m,r.m_ rhl :i"��r"„m�Kma;¢mer.me+aae Aea „RR, COIL -` '_ -'-1 eemmlm allrH+.era". . .sam raaww 1-1/3'H "" I aaaravraokarla q wRc aexe nm wuxRu wvreeuMx 1-1/3'X j;l jIT 1-1/3•H uP.•nnva°la A�L _ wrtnaMvabHP.. been+`mmmee i sER ara celeaErn,ea U I I I: i•� nlm wxwwaua a.uvrRn.- � Wtl Iwl� roewc.,a.me.awara° i l l i ,�5� ems�meMR beew.waeewNrancuun wxnP.Dmmn Wvb ,1IL rr��IyN =^TI I t eS-`� ce re Maaal�nwmaanv°Pmawn. V`n r°m,xaxwauxR y,nr r.w.,u a,xr rvrmlr In.rr.rcx'•I7117°""" i _ I_I=='_ wals,n unmwml :acane mull arca laaeene+r,�lon`enruenme N Pmriaed Prem mP of rr�=== ®_ M�`n�„a.yen.uan,. .roaw;;�rmawm�saaeamm",cera Q ixwu+mww I I Wi pSclnOr br Ebealml Con,Mw Rapukemants: SII II 1I 1E�Ir-____ (Vf-a;l BIIF. Ekanmlawrcnamrae mnren axlMine Max lnae fieuM. 1-1/3•H 1-1/3'H RYCALL Y4Nl,--� ® I c i?Y E:' xn elecmoi aaaana w;m u.w IS I t5Vt4AW,NEU TODE HOUSE POWER TO ul rc� 6apamaeabolKmtlrs.Sew pMevamns mrwenrlewm:n unlswnlr 3xH d11 111 1-1/3'H COIL(HOT,NEIFTRAL.G0.WND) II III III Irk m nw el O fACTORY WIRING £�II�I L � IaMG -------- 3 (®ql IL=�T raner+ew °tlram+lrc om+me°F "m a"a �- 1� eet/ rt�nh•nam>wrc. < wrrwrr..,o.rra m arch<�nman I.- Wmall Mtnavwmneewan lxal maa 11 - __ - _ a•mv PlvmrNneins W No. Revision/Issue U.S. Cpnwltanl: Pm1eR No: ,I� PROVAL STATU APS - V u. 0 ORIGINAL ISSUE 3-2 23 27367 LFAS ITA _ . YOU ngCaru" Sheet LJ_ "�" NOTICE Denver,CO NARK-N01NIInrfR.,SE .ANpwT[aBEaw. sE tt - Drsigned By. w M%5G RHM6ERNIOND6GN KRHdOG® Atlantic Beach Club B2.3 No w�EwRFFBRIGRox WITH0MWRrttENAU,NORoAT 808 FM HIS 61 P.0- ox 622 D.Schubarth � 1 APPRHWT EMD GOOR ryQ fIp RDN WRlweaehie Ton, Dealer Atlantic Beach,FL o 0 w Drawn Ry: DRAWING ESUeMO80j]'36^95'8 of sheets D.Schubarth 3-FS8.10 SCALE: 01A4N BY:Author PROJECT NO.:2022-352 nr;104/0a] DCDAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 6146 CALABASAS,CA 91302 J 310.670.9144 wiLs&heplae.mm *FOR APPROVAL ONLY* QEVERIDGE' BOX DESCRIPTION 7717 "�'�""`�"• a...TiPwn: FlEN,a°",rAw., Ta.N.NxaL,a IrTHERMALRITE- tn,ol IS'A0 S71H AVE N,sME 100 va,mlU.D.I tamrEleiaws°. -waean o,.c l.oa vt...o cw..v e.tt TYw ,F N p NSF. l�J FNaR. wre�mwwa-aa s..ssLSR rrmwiw°XN�vcn-s Ga.-enaia. COMPLIANCE rcrYn,me pamm ua aw eatala W1L41NSMEEi°R IXCEFD NLNH5CRIPINE tkiN•w: ��?'��L1�tnIfN„"1-wma SrANDNIDSOFTHE EMERGYNDFP9NENCF AIm5E4URnYAC1(EBAIOFaN1 REFERENCE SYMBOL LEGEND rrryLa[O01 7-T(%.aOp11 a`aa°n• ss vn•dai bwi Rme�awwnnoo�a+r w,..m i�r�olloww,n a O% YEl'I+mE aM�'ox® w sa ELNAII(INk:f. caNy. van ` LY.aAGHLNBER SSF0001.EP E'.r._:J1 — t a'uLLwa mwtF .�vi % pIIX DOptTAG wens, cEAnx; is=.a -J KEYNOTES tttTaxN:F. avae .sa xRiI FNAINnA " x DA'GxJ1am Jc iJ a�fIE5°FCWNECIIprSM1GCK) � "• 1 WAWSCOi:J@x-PIUAUNJM WJIGNDIREADSNFlE.tIIIEXn •WAL W.YM51EElWrIII-VN NRwILROaLu(bAwl £A ,� 2 LGmfl%NTE'EVERIDGE.a5N1£D.eC-MIC4 -p „�.r .WAILGEM'.AC'AYlU1fiE!®0.SSEU.&G4 ,�xM % �iM�G. - •CWGIm: SNlISIEFIWXIIE-k G0.AMLNILRWML(YNII D%% .fANGE%r: AQmuLEEJJa�sEoara �, O DOOR OPENING SCHEDULE "5 a�MitlBfP :TM TxADwNAi ` - .fLocelxT uuMlxuuouMoxDTrFun anJlE-.1ss f °.a..aor nn ae.n.mwn°Icwr - ro.R"' _1_ ----- r- .FLop M uanulA;EAmpssEp-aw L '", .a�.,n.�•a..w�.a,e-..... Oe1M.aw.p.�...H.m %.x _ *,ww.rmm za w...zm SITE NO A I rA' 3T Z-T atx„ .•m.aw.me.aax. ni M ... ® t Lwx..a rc-amwlueaw, - ww,•xra•irt •MER WNINN IG°NSTUUTATIDN IFSONiWN1E aaattNN I FLOOR PANEL PIAN •NR.u, cxxEss CwrFIXV NAVO FP&ffRMINIMUN �� •*` .R'� �SLSR IfFc JMMFlNM15ILM++r x f` sum.y, S— WPAIXEWARNINGS:NFOx AAPLE - �cR •,, ,� DDJR'J.IC @+TrExO n....mt•.w6.wrurera. t, , twtrn.enmv,wr ...T.r..- vn>•ncr� E p1 Ei SRTPEa;1:f fIN!SX-a1cA t -w q —�' }•--_. • t uctrt ttww.aer�aE t�LV.'+N��'41iwe�1 m -S.E�yws,ww'v�i,rrwm �`N �14R��•,4 :srANDi�o�°•• FFF pre �•y,• aM, cCOaRs�cTµ°ia+Tw sir wnn s°ar�uiirslDE „n'`�',•``` Q01 Gl<NETA�aEtt PEWM PG°F PIIELS, fANNELIED WCA1FlOL%fA51ENER5. •uL CEILING AND WAILPANEL6NiE NOT ALL PANEL PLAN DEswN�rocaxNrAml I wu FmNDENSNM,UNrt WEIGxr UNLESS '� sPECIFILNLYNOrFI]OIHERWI6EANG 061GNOlEDN PLAN "I- ' ELECTRICAL NOTICE NL ELECL mCANPoNEM6—1—EWNIUNJ.LEAW SWTQIEs.PNEssUPE RHIEFPo .JANEHEATFASEHNLBE FRCrORY FAE1NIaFq FOR XOOM UPSY ELEC1—F LOM1'IIS SL CI . ALLLIGHTFLCIUNES GUPPIIEDAAEDHIFPED •LOOSE FONINSTALIAlI0N5BYF1EtrnKJ1 CGNTNACIC0. w�TNX0o�4m'w xTM Atlantic Beach Country Club ulccoxxEcirox`s` 0`�50fl"ED Phase t&2 CERING PM'a5 _ CONCRETE DD PRICING .suelnnnw�eELEvawtHlxirr auEN 1600 Selva Marina Drive Atlantic Beach,FL 32233 J li`II�'Illlll` I _DLER IVV STPUGHIEDGEIH RxY WRECIgN_ Il�raevu%xowuDGe 1Hu11 xavE REVISION BEEN WFGRM�WilEOBm'EIPPJ O. GATE DESCRIPTION I w1�LLP�E51A1°NREfIWLttI I1STA�11�Y � ! PN♦—xC�l� � _� I NAGRWLVpONtt WAtBW:IY � 2 DL3012J Pmi 50Y•GO 1 NVER4GE FOR 159JESONTNS WAII(Ai A p 5u - IffSULiING RWAIS'JGi1NS'rAIUPON. X SO R"PNELs z 4ATION4 ur QEscRlPnon oat av Appmval Status Block Drawing Reviewed By. Review.Date: Please Check Appmpnate Field Appmvedas ia— ReMw and Resubmit: LLstwner Service Rep. JENNIFER BLAIR Subm'Nal Drafter'Shop Drafter INSUTATED I NsuurFn KC iPLTNYlODIAYERUNDER—. ✓� I INSUATED CEUINGI wuLPANELI uEruWEFasNNFUE .- 0°x"""a'. _ I % y save DWS Date: 3.28.2023 FAc'rom hSruLml-_ ` PN,EL GUIWALLa • ADNSTAa1F D0pR 6M^cEP Customer/Dealer C rwuw(sm.) ! TJX TGFsaGR _-. wraoPNExEwwEns - 0 J 4� THERMALRITE AUTHORIZED � DEALER NCWDEa7, moo" .! 4. INFclNOR' .7 EXIEHIOR --"D PLYMOUTH,1560037TH AVE NSTE 100 I11 wrtHlr°EGwa D - �'� - - Wsu rEo 1_ PLYMOUTH,MN 554463204 -3--SUPPbFT FIODRPANEL �.� Site Information Z TG CERIxG FsOlmAMroRRUrLsBALwOCIE.NMAAGniO x = ATLANTIC BEACH COUNTRY CLUB / Y PHASE 182-ATLAMIC BEACH,FLI Q LL � "��-Ixsuur®waL•, wu%ax.e svncmcnnuDDOR YOUNG CARU50 io �' Create DWg Dale:0328.2023 E054683-04 v \ 1FawwuLl -- /'� LGQtI wF-FION FASCNirACt GETAIL ESTMI0.VA F-R 4ta.NliECf55ED MRIGl10N�-ILEA!TO IffAYr NIEL-IIEINFOM.IHGC,+Np UYO�Ir RINLaRUSH NAUNr DDGNW! $heelU E F_01 FQMt RNL'a,. -- WNIEFGAM PAR SOW PSL RGON PNlFL itKM RAR �% $ n 3-FS8. 11 $CALE: DRAWN BY:Autm C C PROJECT N 2022-352 S 01G OQ17Q DCDhAr r CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 9446 CALABASAS,CA 91302 d 310.670.9144 ALa@shepae.com *FOR APPROVAL ONLY* QEVERIDGE' ELECTRICAL INFORMATION I x•"r'�Pwn""0• ITEM DES—PTION aTy,voLraGE axes(a1 m�u IEa1 CTHERMALRITE' —IDGE 4'—UGw(Ism 120 0.]a ISB1D]TfHAVEN.G0IPE IDJ KAGON 1806 LED FI%NRE t20 _ w+E t�aal v++•.ovu iry s.r. I, VIEWNRT(14•x II-)HEALED ase NSFCD .. COMPLIANCE wAIKJNEMEETat FACEEO ML PPEBCR[-E STANMRDBOFTHEEt1ERGY IXOEPENDFIILE ANDSEwnrtrAcrlEls.Na2xr SITE NOTATION vast: e luvEnEAxoc uurwsr„R,eEFonE oa A�ERwAlNaxxsraturgx IFso wloE in�rxlacNTss nuoW r FaR coag ALD m�aR M ixIMUI •NR SPACE NLARWNO WaKW FORAMPIE an R A NI : .a Cru.cU:lay •COPNERS IrATW 6T BE ONE PECE [aVBfHIICil0t1 W!YC xLMGDE VEAnW COMERS J(IYaiS TEBE SEAEDWIPVC GARNET AT wr.A ER.PEFwETER 6 PaJFlS, cwxEClEOm a WM1 N MELS A E .uLcauxGANowuLPAxEts ARE rar 'tt DESIGxEDroruavADomouAL `.`o SINGOWWEN#RUNLESS •: ............. SKCIF1CNYNTEOOXEM DfeLIR q�• `°. ? ELECTRICAL NOTICE _ .al aEC'fMCALLMPOfEMamnW nE m z . WaNiYE.I EIIGHI SmTL1E34,FPE45URE = rd31EF PORTS.YMB HFAlEAB SHMLBE f`'. �•� EArtoRr R✓EWHED.Fon NIOa(w er ELECIFM'NCON aCiaR F •PILLIGHIFI%tOnS{EgDEOAREBHIPPEO LWBEFORNSTALATIONBBV EIECIHIGL PAalrr+N11tr1ttN•, CDYm.1Ci0R •TNmaxle SHNI4CCER NOnEBPONSEIIIIY FOOan'eNG(CNPAGEBASSOCM.,- -ING ttw OFLGmfIX111NE5OR FIFID mamGcaura:ciuNs COTRETE SLAB I PAD NOTICE H T •$lA6!PAONUSTBE LEK1mMINfp'aJEN ;� tPL'w afY BEOx. •SIAalPAOAHw1MAi,BNo01H.IWp LNIFOR41miN WViINOM IN'iOiPLOEYIOTANanric Beach INI WEn itl4'SIIUNRnEDC£W WYOIRELRaI. NEREBVACNNOWIFOCFTINTINNVE BEQIMFORNW orrHEawvEsueiPNl nEW�NENis PHDFA40RE i0CDMRY mLL PESUi w IEFLWPL TD WSiNL PNDORwuvaoanwARRAvn C0IEMGEFORISBUESON1HISwNNR1 Atlantic Beach Country Club PEsuLnxGRrousuallxsruuipN X Phase 1&2 DO PRICING WO Selva Marina Drive AOanlic Beach,FL 32233 REVISION No DATE DESCRIPTION 2 01.30Y1] x..a .MQ4lG✓4RT Post 90Y•LD IrA4'�ZMPM di 4V OEGCRIPTIDN E-T BY Approval Slatus Block Urawing Revle-d By: Review Data: Please Check Appropriate Field Applored as Drawn: 0 RaNi and ResubmR Customer Service Rep. JENNIFER BLAIR Submittal Drafter IShop DraAw KC fA^SmrCH O Q aR1ollEn MFDE _ sEwvna+ANr `vuG�01°0'" Save Dwg Date: 3.29.2023 J aosEntE:L SEauvrt mxrxcnoxs � I gwaa so a6- _ Q ;.� WNaIITA•OPaE1 �� ,-� x � � CustomedDealer � IBr DIXEn51 �.. al w THERk1ALRITEAUT14ORIZED DEALER LLJ PNBLPFNER1ATIa1 Wi �' 5 +" 0 w RE10(a TIEN) r - Dorn m 15600 37TH AVE N STE 100 PLYMOUTH,MN 55446-3294 Z - � � E�norvwEw —Aeox Site Information Y m --E ATLANTIC BEACH COUNTRY CLUB Q I i PHASE 182-ATLANTIC BEACH.FL� _ YOUNG CARUSO caxalBFORlzuv _ cLos©cEu sEalrxr w Pq'FRiouGlrt —�— 9t �I a FIXNNES BrOthE0.G) / — -�®WIDBNEO= g t�i i Genie Dw9 Date: 0328.2023 u caxourPvw PANEL �_.3' ..L�7—J___ FOANfLLiBY o1XERBl aromEUl YPPOH PRWFLM+MI� �� 2LONOWEFDRB.DA Pmlectd E054683-04 RxrunE.._, rosmra ]'coxwrt roRCAxwr. �� • LN:tr NAwxtessuavawPnaoFLmuGxrFlxltnti PIAPIAvIEw uxlr LOINELnONS sheet# QE-01 5 i< 3-FS8. 12 SCALE: DRAWN BY:Am C PROJECT N0,:1022-352 nrf0QJ7Q DCDhAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.Box 6445 CALABASAS,CA 91302 d 310.670.9144 Wills@shePae. *FOR APPROVAL ONLY* QEVERIDGE- E..x+w or m....L• KEYNOTES -"""""` 35'F Holding cooler QE054683-07 ,; .. n CTHERMALRITE' 4'walls,4"ceiling,4 1/8"NSF Reinforced Cart Floor 96°high,foam rail,lock walls to ceiling Hero,Wmec 1 "EN"6°Tro Lock walls to floor a 4.n:pmn oda 1 Bwang 3inlm Bvlap Decking:single.625"plywood s lr,J•Ir,a v..,a,n �i�1 Int:Sanisteel White-24 ga.Anti-Microbial(6mm) ,e„e mpk-� enol -.,aro ASE \`.Y Ext Acrylume/Embossed-26 Ga. .n=. ,<R.EmwaTur �I Floor int:Aluminum Diamond Tread Brite-.125 NC Floor ext:AcrylumOEmbossed-26 Ga. vdlr. smrea vmEe-ron.Ann.A+Klwld lfimnt-ate wA wlrsuFEroRacEm+uPr&scRmTn'E AafumulE 60.Trwswwmld,-zoca-emu mANDARDSOFIYFEXE1teY INDE_.EE Floes num panoM TmN�Bme 135-NYnar ANOSECMnYARK IM34N .� J4 l—l—I- REFERENCE SYMBOL LEGEND 5-0'[60.0000] 5'-0'[60.0000[ A nvm Emxaasee-zsc..-mono O�rrxvn x�aEvulaiREf. +zsLLie41�a1�F+°F n«.a.�nmmsvPPo<I+rsmten x owNAEEa Dxx arRr%c - � �o Im mrr u,wn.lom tnmwalm,e ye'vna.mymrmwnn nlnmN Awpw• camuaert SECIKAD. 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AuuDxrFlxrmEsswnEDARE SIow'EnAxIinuc Beach 000EFORIrLTALLATg6BYELECi= clxnRAcraL •nmlldEe SWULALCEPTNDrQ5P0N018WIY FOR ANY 81CN CNNCES ASSOCIATEa W Im NmALLATxWGpGxTED[IURESG1FlElO Atlantic Beach Country Club CONCRETE SLAB I PAD wnDxc coraaLcrlolu NOTICE Phase 1&2 TSLAB .O.CEILING PANELS •suarPAauuneElrvELWmmN tJ%'ER md'INANl GRECTIDD PRICING __ __ __ • :PAOMUBr BF RFIAT,sM00TH,AHO uNFORNwrtxAuxluuN+N'1mu OEVNTIDN 1600 Selva Marina Drive OV WIsTP rMTEDGE ixumor�cnox. Atlantic Beach,FL 32233 REauIREU n� I IEREar�r�NMlaK..1 0 1 PEFN INFGa®DFTxEABPh SIABiPPD Exrs>ADruwRETo cGVLY REVISION 'MLLREJULTINREFUSALTO MSrNl O. DATE D-SCRIPTION ANDDR WILL NNO ANY WNNANIY •} - CONERAGEFOR IsslEsox TILS WUNxa ( .Jnn21�'r=°6' nfalliWG FRONBIIOINSFPllA1MW. 4 � OJIJW23 Pot 90°,:Cp IL 1 1� IUl DESCRIPTION PATE BY Y-- Approval Status Block 8.0.FLOOR PANELS Drawing Reviewed By: Review Date: Pleese CheckAppmpnale Field f z ENATION Approved ae Drawn: FI Revise and Resubmit Customer Service Rep. JENNIFER BLAIR Submittal Drafter Shop DraAcr EAE _ _ -IFisuuTEnl PIWA]ODIAYER.LwDER Insuuim Save Dwg Date: 14.1D.2023 INsuwn:D ccRlxc, �p wALLPANEL NETawEARwFUACE - DDORPANEI _ IfACrORV INBTALLID- PANEL CAM W'AL15 .�'.•' AD1115rPAIE�DOpR hFEP5 -Ai1EAXM71 � ExT a TRLAOMISID4 'A TD0.00R w'NEOREAEW8EP5 � Customer/DealerJ THERMALRITE AUTHORIZED DEALER .I,NCLppED) Q I......coa PAREi ' 15600 37TH AVE N STE 100 I iwmilmeGUTEoaa `� ��' PLYMOUTH.MN 554463204 LLI �� -RAnlusnscovE °•,� �''' 'axrS.RFPRT apD�ahP'ND f; ln1N°0A0I I 1eLoeNs Site Information I� - s wamsuloD ? '�� l - - AT;;ATC BEACiCWeTRICLLBPNASE162 z TocDLwswws_/ r u+DEnAYAExF tz SPAEuw �l 441 \i ATLANTIC BEACH.FL ARowDPEaiNETEROF , /i eE !t ni �j -_ Y pAs„uLLUTEnwru. : *uc5wmx cTI4w DDDR ��'&' �" YOUNG CARUSO J two Q Create Dwg Date:4110023 Pmed>I E054683-07 A L ABDA:F4^-TCPV i•'STALtE:�.A'S B LIE`N4 A L�'�1..RLCESBEDAPPUG1gx�.lCCA rO C XEAVY WfYR NGGWDUYIXR L 11UX JU„IDIXIRWIIfATEDTWEBigw- FLOpt �t -01 ,pp.: FONJ RAR ALLeiOAIARLL pp1' �PSF FLOOR w— 9 3-FS8.13 SCALE: DRA4M4 BY:Aulh' B PROJECT NO.:2024x52 t•C/'70/04 DEDNAI"r CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 8446 CALABASAS,CA 91302 d 310.670.9146 wills@shep-ae.mn *FOR APPROVAL ONLY* QEVERIDGE- � TS ELECTRICAL INFORMATION EN"R' o6tl' REN DESCRIPRON plY.VQL,AtE AM" S(A) TI—E=RMALRITE• EVERIDGE 4-LEO LIGHT(45M 1t30 038 1`.fi0B31IHA—s,,rri7;wg —N 1808lED—RE 1130 D.09 orve ma s•,-wta.Ax Taatsx,-t VIEvvPORT n4•X 141 HEATED 1 ,2o D.ss NSF. Q r COMPUANCE wuxasLEEr a+Exc Eo'aiPaEscxlPnvE sraoraosarHEENERcx IxBEnERBExcE AxD SEcuwrvAcr�sF.DF mol NO ATION BMLOH:FL •HAVE,U:-GLOU WTNLEDBEFOREOR M' I—ININSTN TIM IFSDFRO„pE TBr tTwaaEss alOv1 P Fql coDIER AxD FREFZEa uINIrAw •asSPACEAllAILW1IDWAtl4lxFaaalnE aacmccua IN W IN B: SMRT-1OD POWER BASE 1 - DRY SIGNAL TO EXTERNAL ALARM h.CONSTRUCT(w,(STANDARD- ® RELAY BY CUSTOMER,IF PRESENT CDWfRSgxDTN'NJSTOBEUFPIELE +rr W M,ry OW 'WIRE SIZE=22 AWG CONSFRIICIDN WISS•Mp1USATALLN50E EvrtAxuurx,ammcx LR ;� o OPTIONAL EVAP FAN CONTROL VER11CI1 GORNERS.HMtt85EAlED Tri WC --4rLr ® P W R REL AY IN POWER BASE WSxETATIM.s I-I'ERETER OF Pa Ut uorxxwmw L p O i ~: O `❑ FlACLOSURE C4k➢EGTF➢N:CgN10pt FASr'eNERS. rµluNrolF OO O m TO EVAP FIN CONTROL: •DE81GxED TD CARRYADDRIONAI �T r S y l TERMINALSDI ANO( RTNECOIT. CONDENSING WlR wEIGHi UNIE35 ...... TERMINALS DIt AND 24V RTN-INTELLIGEN J 4,55,Lw.1p��4 v.ucsnrn, �.j �C• 'WIRESIZE=22AWG SPECVIWLY NmFD DiIER'MEEAND `� +i,•, �4 o OESIGMAF LDINFUN • ,,....0,4 t_.W LE RI AL NO ° •, , TO 120VAC HEATED VU-PORT •4LELD-MOOM+DFEN 1-11ITIE Jy( Y'- r -NS IELpMBN,TDHES,P ""` `m oN srtEBFAFvuc)8t{—umaus,u.ec+ne . 4 fALNRYNiE.RFDHFptYWRIE BYE :c• ; ` rLLr� E TO 1201AC DOOR 2 HEATER StE Ow.L,� BASEa eF gPPDCI� uamv4r+wR S ' •IllL RKtURE5 YIYITP%1EDA9ESXIPPED ^�Yi4j (NN,. u •I TO 120VAG DOOR I HEATER L i aTAlIIX63VEI£CTWLa 3 a , •1trmMlile SXAll ACCEPTNOIIESPDXEIBIIry 4x4xNlr,rR,1•ttrA o Iii PORAx+e6aluW+c[sassacuTEDwrtx TO 12DVAG UV STERILIZATION INSiADADp10F WMFl%nBE3DRFEID �oowsx¢IEwvuxG—L�yDEVICE MRNGCIXIXECIIIXi4. C N RETESLAB I PAD NOTICE �,,,s,,,,mac+ o •sLAaIPADN135reE IEVTiwTrxlx u•mER - �_—'• TO 120VAC COLD ROOM LIGHTS SB�PIPANYDIREGigN. j•, ,r„P,,,,,F�p�,rr�„v�R .R y uxXaanvn,xmMwoEuw=�imuDEwATux WEN iBtl 3LPNGHIEDGE INAMl MR%TpN sEr e R TO SYSTEM GROUNnQ IIYcREIII. Ow EETIMTIHSYE BEEN INFOFLIFD OFDIEAaOYESVa rPAD q PEWIRENBITS AND FAEVRETOCCAP:YAdanticBeach co,—y Club Y Y f TO 120VACI15A POWER SUPPLY AHDUR LLTYODANYWFAARNTIY € FF—ES—S-11 movrAv - RESLLIINGFHgASIICNIXSiADADON. 3 s K Atlantic Beach Country Club Phase 1&2 DD PRICING 3 1600 Selva Marina Drive Ok 96cowOOsroBsoOr FOP OF UAe Atlantic Beach,FL 32233 5 5 REVISION O. DATE DESCRIPTION $ o ''j` S B GV µ4y37:fyµblL$t Fac C.OJ13023 Posl90Y. 00� r!I'iA"-1.3p�wBgK "� I 5 $ I I O MtmS �� FCf, DESCRIPTION •qT RY SMARTRRE 1176 WIRING DIAGRAM Approval Status Block msmo to o1,MRAs" 'mwlt'r 6 ewrTalFiu 6 QEVERIGGE e FE9 Drawing Renewetl By: SC F SMRT100WD Review Date: Please ChecAAppllJpdWo,FWd Approved as Drawn Revise and Resubmd: Customer Service Rep. JENNIFERBLAIR Submillal Daher Slop Drafter EAE FROM5MtG1 cen G FR I-R aLrewg .sEAwrtoR Axr o R wsNg MAGE sobate: 4.10.2023 GGSED CELLBFAwrt IXINNEC1Kx15 PLU R xD yI W Customer/Dealer Q [BY OTHERY, THERMALRITE AMORIZED DEALER W i �',. PNIELPEN-ZIUTIONM — - �' C 156003TTHAVEN STE100 j IIx PI¢ni9Ym[RSI ij LtlOR ,g PLYMOUTH,MN 554463206 C) L A-1. FBOI( Y BO 4 C Site Information --E ATLAh1ICBFA0IC0BJfRVCL11BPHISE162 J f i ATLANTIC BEACH,FL g CONWRFOF I3w -a. �sEi4AH'aRANr I R Q YOUNG CARUSO m PowTaioucxr ,_lcaassDcaLSEayNr rLmxEIeY DTIEaR ..��i gcansulEa �,. - Create Dwg Dale:I 411012023 FcaNRutevolNms - II oDx�I� -J_1__��___ — U :F Pmjc4# oOFLOM"/ ',.- is coxulnraausA e �.DDN�RFDX � , E054683-07 4'LHI LIGxi FOGUNE-SNBRIRU E%IERIgi NA-0N,M6,aNVPPOR PRMIFLW LGHi F%I,WE wEW %,4'HEATEDY Sheet# QE-01 3-FS8.14 SCALE: DRAWN BY' AM(,, PROJECTNO.:2022-352 C Ar/012/04 DCONAIT CCT SHEPPHIRD ASSOCIATES CONTRACTOR SHALL ASSURE ALL FINISH MATERIALS,DELIVERY GENERAL FINISH NOTES FLOORING MISCELLANEOUS FINISHES WOODWORK GENERAL NOTES STONE&QUARTZ GENERAL NOTES ARCHITECTS+ENGINEERS AND INSTALLATION MATERIALS/METHODS COMPLY WITH 26560 AGOURAROAD.SUITE 106 SPECIFIED FINISH MANUFACTURER'S GUIDELINES AND MEET I. DO NOT SCALE DRAWINGS. 1. ALL AREAS RECEIVING NEW FLOORING ARE TO HAVE THE 1. PREPARE EXISTING TO REMAIN WOOD DOORS TO RECEIVE 1 SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL r, ALL QUESTIONS CONCERNING ANY STONE DESIGN INTENT CALABASAS CA 91302 ALL REQUIRED STATE AND LOCAL CODES. EXISTING 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. 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. 310.670.9144 into�shePae.can INCLUDED HEREIN.SHOULD THERE BE ANY DISCREPANCIES. SHALL BE SMOOTH,EVEN AND FREE OF DEFECTS.REPAIR ANY SPAN.DIRTE%.OR SIMILAR STRONG CLEANER.RINSE WELL DRAWINGS SHOULD INDICATE ALL DIMENSIONS.FINISHES, GENERAL KNISH DEMOLITION 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 VARNISH PREPARE SURFACE.REMOVE ALL DUST.PATCH FOR APPROVAL FOR ALL HARDWARE TO BE SUPPLIEDSHOW 2 SHOP DRAWINGS FOR ALL TEMPLATES WHERE STONE/QUARTZ DESIGNER IS TO BE NOTIFIED IMMEDIATELY AND CONSULTED INSTALLATION OF THE NEW FLOOR FINISH OR BRING TO THE . 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 TM °°f I. DO NOT SCALE DRAWINGS. BEFORE PROCEEDING. THE INTERIOR DESIGNER'S/CLUB'S FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.SHOP BE ACCEPTED WITHOUT THSUBSTITUTIONS OF MATERIALS WILL ATTENTION OF THE INTERIOR DESIGNER. SPECIFICATIONS. CONSTRUCTION DETAILS. DRAWINGS SHOULD INDICATE ALL DIMENSIONS,FINISH AND '°'"„,�F�s acs,wcwxcrs.cn.xrns • 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. SMOOTH SURFACE SUBSTRATE FOR NEW PAINT. LATEST EDITION. 3. SUBMITTALS TO BE PROVIDED TO HINT I HARRIS INTERIORS 3. ALL MATERIAL PRICING SHOWNCT IS FOR MATERIAL COST ONLY ACTUAL SAMPLE OF ALL FLOORING SPECIFIED IN THE HINT AS SUPPLIED BY THE MANUFACTURER'S REPRESENTATIVES AND INTERIOR DESIGNER FOR APPROVAL PRIOR TO INSTALLATION. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 3. THE CONTRACTOR SHALL PROTECT THE 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 HARRIS INTERIORS PROPERTY INCLUDING.BUT NOT LIMITED70,FI WALLS. DOOR HARDWARE ADJACENT OF ADJACENT DOORS.FINISH AND COORDINATED WITH CLUB. 4. NATURAL STONE TO RECEIVE COLOR PENETRATING SEALER WINDOWS,FLOORS.CEILINGS,PLUMBING FIXTURES.DOORS. MARK-UP,FREIGHT,INSTALLATION.CARPET PAD,TAX. 3. ALL CARPETING IS TO BE INSTALLED OVER COMMERCIAL AND LEVER STYLE TO BE CONSISTENT WITHIN ROOM.CONSULT r. • 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 5. ALL STONE AND QUARTZ SEAMS TO RECEIVE COLOR MATCH ATLANTA,GA 30324 4. CONTRACTOR SHALL VISIT JOBSITE,TAKE MEASUREMENTS, WRITTEN RECOMMENDATIONS FOR SUBSTRATE CONDITIONS, SPECIFICATIONS. 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. 404.492.5997 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/TOILET AREAS. 5. PROVIDE END SPLASH WHERE COUNTERTOP 15 ADJACENT TO PRESIDENT:KELLEY HARRIS NEW/RENOVATED WORK AND PROTECT ADJACENT CLUB PRIOR TO COMMENCING WITH ESTIMATE/WORK. OBSTRUCTIONS.EXTEND FLOORING INTO TOE SPACES. PROVIDE CEMENTROUS 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 15 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. 5. HOURS OF OPERATION AND METHOD OF MATERIAL DELIVERY. SEAMS TO BE PROPERLY TAPED AND FINISHED BY DRYWALL LOCATIONS. THAT NO GAPS ARE VISIBLE. STORAGE AND DISPOSAL ARE TO BE COORDINATED WITH THE 5. INSTALL VINYL PLANK 50 THAT GRAINING RUNS IN THE SAME SUBCONTRACTOR IN PREPARATION FOR CERAMIC TILE 5. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE 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 PR1011 MEET ADA REQUIREMENTS. 7. ALL MILLWORK TO BE SHOP PAINTED OR STAINED WHERE TO PROCUREMENT.ANY WORK DONE WITHOUT SAMPLE 6. FLOORING SUBCONTRACTOR TO SUBMIT LAYOUTS OF CARPET. POSSIBLE. 6. EXISTING CLUB STANDARD DOORS,FRAMES,DOOR SUBMITTAL AND APPROVAL OF SAMPLE WHERE REQUESTED,IS AND ALL OTHER FLOOR FINISHES AS INDICATED IN THESE 6. REPLACE ALL EXISTING FLOOR DRAIN COVERS WITH NEW HARDWARE,LIGHT FIXTURES,ETC.,REMOVED DURING SUBJECT TO FINISH REJECTION BY THE INTERIOR DESIGNER. DRAWINGS.SUBMITTAL SHALL INDICATE EXACT FIELD SQUARE.OIL RUBBED BRONZE FINISH COVERS.SUBMIT CUT S. RUNNING AND STANDING TRIM AND SPECIALTY MOULDINGS DEMOLITION AND NOT REUSED FOR THIS PROJECT ARE TO BE 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 OR 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 SCREMAIN ARE TO BE CHECKED FOR HOLES, . 7. ALL ITEMS LISTED AS"EXISTING TO REMAIN"ARE TO BE CRAACKS,CKS,DAAMM AGE.ETC.AND PATCHED ACCORDINGLY AND 7. AT ALL NON-CARPET FLOORING LOCATIONS,PROVIDE CAULK APPEARANCE AT SUBSTANTIAL COMPLETIONOCCUR IN MILLWORK TO HAVE COMPONENTS CONTAINED THOROUGHLY CLEANED AND CHECKED FOR PROPER PREPARED FOR NEW FINISHES. TO MATCH FLOORING COLOR TO TRANSITION JOINTS FROM7. ALL NEW EXIT SIGNAGE TO BE LITHONIA OR EQUAL,PRECISE. WITHIN MILLWORK AND CONCEALED FROM MEMBER VIEWS. WORKING CONDITION AND REPAIRED/REPLACED AS IS DOOR JAMBS TO ADJACENT FLOORING. LED,EDGE-LIT,CLEAR ACRYLIC WITH GREEN LETTERING. 10. IF FIELD CONDITIONS VARY FROM INTERIOR MILLWORK ZC OF Ft NECESSARY FOR"LIKE-NEW"CONDITION. 8. ALL SURFACES TO RECEIVE A FINISH APPLICATION SHALL BE DRAWINGS.NOTIFY HINT I HARRIS INTERIORS PRIOR TOc,�p N 14e�9 B. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGEE%(STING COMPLETELY SMOOTH,CLEAN AND FREE OF DEFECTS. B. PRIOR TO INSTALLATION OF NEW FLOORING MATERIALS, 8. ALL NEW OWNER 5UPPUED DECORATIVE LIGHT FIXTURES FABRICATION OR INSTALLATION. Digitally Signed TO REMAIN WALLS,DOORS,SOFFITS,ETC.DAMAGE MUST G SURFACES NOT MEETING THE FINISH MANUFACTURER'S CONTRACTOR SHALL SECURE THE SERVICES OF AN (CHANDELIERS,SCONCES.ETC.)TO BE WIRED TO DIMMING m 106962 REPAIRED,RETURNING ITEM TO ORIGINAL CONDITION. SUBSTRATE REQUIREMENTS SHALL BE REPAIRED OR BROUGHT INDEPENDENT TESTING AGENCY TO PERFORM RELATIVE SYSTEM PER FIXTURE TYPE. 11. ALL PAINT GRADE MILLWORK TO RECEIVE SEMI-GLOSS PAINT by Suzanne s TO THE ATTENTION OF THE GENERAL CONTRACTOR/INTERIOR HUMIDITY TESTS ON THE EXISTING SLAB PER ASTM TESTING FINISH,TYP.UNLESS NOTED OTHERWISE. Suzann 9. WHERE A DEMOLISHED PARTITION ABUTS AN EXISTING TO DESIGNER TO HAVE SURFACES CORRECTED PRIOR TO REQUIREMENTS[(31 TESTS PER FIRST 1000 SF,(I I TEST PER EACH 9. ALL NEW MECHANICAL DEVICES[SWITCHES,OUTLETS,COVER I Jacobs 2NTER10 U REMAIN PARTITION,THE EXISTING TO REMAIN PARTITION IS TO BEGINNING FINISH APPLICATION. ADDITIONAL 1000 SF].RESULTS ARE TO BE REVIEWED AND PLATES.ETC.(OCCURRING TI LIGHT VALUE PAINTED WALLS TO 12 ALL CABINET DOORS TO RECEIVE FULLY CONCEALED, C J('1 C O S 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. Date:2023.05.22 �.+ w PRIOR TO NEW FINISH APPLICATION. 9. THESE DRAWINGS INDICATE MATERIALS AND METHODS OF INSTALLATION OF THE NEW FLOORING.THE COST FOR TESTING SO THAT A OUTLETS.COVER PLATES.ETC.)TO BE REPLACED INTERIOR CONSTRUCTION TO SET STANDARDS OF QUALITY SHALL BE IN THE CONTRACTOR'5 BID COST. SO THAT ALL EXPOSED PARTS ARE SMOOTH WHITE.ANY 13. ALL CABINET DRAWERS TO RECEIVE FULL EXTENSION,HEAVY 15:33:10-04'00' 10. 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 A LIKE-NEW FINISH SURFACE / STAINED SURFACES TO BE SMOOTH BROWN. NOTED OTHERWISE. APPEARANCE. METHODS WILL BE CONSIDERED BY THE INTERIOR DESIGNER 9. IF REMEDIATION IS REQUIRED,THIS COST WILL BE EXCLUSIVE OF 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 14. ALL CABINET DOORS AND DRAWERS WITH LOCKS TO RECEIVE 11. AT PROJECT AREAS INDICATED,REMOVE EXISTING VISIBLE APPEARANCE ORIGINALLY INTENDED. TO OBTAIN A SUBSTRATE VIABLE FOR NEW FLOORING THERMOSTATS OR OTHER MISCELLANEOUS FIXTURES TO BE CAM LOCKS IN FINISH TO MATCH SPECIFIED CABINET FLOORING/BASE AS NOTED IN DRAWINGS.PREPARE/LEVEL MATERIAL INSTALLATION.FOR THE PURPOSES OF REPLACED AND TO HAVE SMOOTH WHITE FINISH IN LIGHT HARDWARE.ALL LOCKS WITHIN EACH AREA TO BE KEYED FLOORING SUBSTRATE AS REQUIRED TO RECEIVE NEW 10. ALL CONTRACTORS SHALL CARRY ADEQUATE LIABILITY CONSTRUCTION PRICING,CONTRACTOR TO ASSUME THAT VALUE WALLS.BROWN AT DARK PAINTED OR STAINED WALLS. ALIKE. FLOORING SPECIFIED.DENTS,DIMPLES OR BUMPS WHICH INSURANCE AS MAY BE REQUIRED.CONTRACTOR SHALL ALL FLOORING SUBSTRATES(INCLUDING AT NEW TILE 1 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. SANDED SMOOTH PRIOR TO INSTALLATION OF NEW BASE. FIRE.THEFT.ETC.,AS REQUIRED BY CLUB. SPRINKLER HEADS,SENSORS AND MISC. Adandc Beach 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 OBTAINING ALL REQUIRED BUILDING PERMITS.INSPECTION PROPER MAINTENANCE PROCEDURES ARE UTILIZED IN A RECEIVE NEW FINISH MATERIALS SPECIFIED. 17. ALL EXPOSED SURFACES OF CABINET INTERIORS TO BE WHITE Atlantic Beach Country Club CERTIFICATES,AND HEALTH DEPARTMENT APPROVALS. MANNER THAT ACCOMMODATES FUTURE CLUB 13. ALL SPRINKLER HEADS LOCATED IN NEW DRYWALL CEILINGS MELAMINE OR APPROVED ALTERNATE UNLESS NOTED 13. REMOVE ALL WALL FINISH MATERIALS AT EXISTING TO REMAIN MAINTENANCE.THE SUBCONTRACTOR'S INTENT SHALL BE ARETO BE FLUSH/RECESSED HEADS WITH COVERS BEING OTHERWISE. Phase t 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 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. la. ALL METAL FABRICATION TO HAVE CLEAN AND SMOOTH 1600 Selva Marina Drive WALLCOVERING SMOOTH AND SKIM COAT PARTITION AS OTHER HAZARDOUS SUBSTANCES ON THE PROJECT SITE AND CLUB.IT IS AL50 THE RESPONSIBILITY OF THE GENERAL 74 ALL FEC CABINETS TO BE ELECTROSTATICALLY PAINTED TO WELDS WITH NO VISIBLE SEAMS.ALL FASTENERS TO BE Atlandc 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 MATCH THE WALL ON BE ELE THEY OCCUR. CONCEALED. IRREGULARITIES OR ROUGH SURFACES AT PARTITIONS TO PRODUCTS CONTAINING ASBESTOS OR UREA FORMALDEHYDE WARRANTY IS UPHELD DURING THE INITIAL MAINTENANCE RECEIVE NEW WALL FINISHES WILL NOT BE ACCEPTABLE. WILL BE ACCEPTED. EXERCISE. 15. HVAC CEILING DIFFUSERS/GRILLES TO BE FACTORY OR FIELD 19. ALL METAL FINISHES TO BE SUBMITTED FOR REVIEW AND REVISION no. OnT6 oescwPrlon 14. NOTE THAT THESE DRAWINGS REFLECT INTENDED PROJECT PAINTED TO MATCH THE CEILING/WALL COLOR ON WHICH IT APPROVAL PRIOR TO CONSTRUCTION. 13. DISPOSAL OF ALL CHEMICALS MUST BE DONE IN 11. AT TIME OF SUBSTANTIAL COMPLETION,PRIOR TO FINAL OUTCOME.NATE WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ACCORDANCE WITH ALL APPLICABLE LAWS,CODES AND ACCEPTANCE,ALL NEW FINISH MATERIALS SHALL BE OCCURS. 20. FABRICATOR TO COORDINATE ALL GROMMETS AND WIRE AT THE EEXTENTOFON IN RDERTARY ACHIEVE TION MANAGEMENT LOCATIONS WITH ELECTRICAL LOCATIONS. s 0a 23 em,IT AT THE EORDI%(STING CONSTRUCTION IN ORDER TO ACHIEVE THE ORDINANCES. THOROUGHLY CLEANED.IN ACCORDANCE WITH THE 16. CONTRACTOR SHALL SALVAGE ANY UNUSED CARPET AND aszszn PEW11T ser 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 IS TO BE LOCATED WITHIN MILLWORK,GENERAL 14, THE EXTENT OF WORK SHALL BE LIMITED 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 SDIMENSIONS WITH EQUIPMENT SPECIFICATIONS TO ENSURE HALL BE DONE WITHOUT THE CLUBS WRITTEN APPROVAL. ANY ADDITIONAL WORK PERFORMED WITHOUT CONSENT 17. CONTRACTOR SHALL PROVIDE OF STOCK EQUAL TTHE PROPER FIT. SHALL BE DONE AT THE GENERAL CONTRACTORPAINT 6%OF CARPET'S EXPENSE. QUANTITY ORDERED FOR EACH OF THE FOLLOWING FINISHES: 22 ALL SUBSTRATES AND DIE WALLS WHERE STONE OR QUARTZ 15 1%OF CERAMIC TILE/TRIM SPECIFIED TO RECEIVE STEEL BRACKETS FOR ADDITIONAL 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR .1 APPLY ALL PAINT IN ACCORDANCE WITH MANUFACTURER'S 31y.(IN GALLONS,MINIMUM II)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 AND PAINT CODE NOTED ON CAN. COUNTER SURFACE. INTERIOR DESIGNER OF ANY CONFLICTS. SUBCONTRACTOR SHALL SUBMIT A MINIMUM OF(31 B 1/2"X I1-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 SPECIFIED 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 II.E.MATERIALS.HARDWARE.FINISHES,ETC.) AND A MINIMUM OF TWO FINISH COATS.PRIME ALL AND SHALL BE RESPONSIBLE FOR NOTIFYING THE INTERIOR SURFACES ACCORDING TO MANUFACTURER'S DESIGNER AND CLUB AS TO ANY ITEM WHICH MAY CAUSE THE SPECIFICATIONS.THE NUMBER OF COATS SPECIFIED IS THE PROJECT TO BE DELAYED,PRIOR TO ORDERING THAT ITEM. MINIMUM NUMBER REQUIRED,APPLY ADDITIONAL COATS 17. FIELD CHANGES REQUESTED I)IY THE CLUB MUST BE REVIEWED, WHEN UNDERCOAT OR OTHER CONDITIONS SHOW PRICED AND APPROVED BY THE CLUB/INTERIOR DESIGNER THROUGH FINAL COAT OF PAINT OR UNTIL PAINT FILM IS OF 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 SUBMISSION OF CHANGE ORDER PRICING. WALLS OR CEILINGS ARE TO BE PAINTED TO MATCH Z 18. THE GENERAL CONTRACTOR,DURING AND AT THE SURFACES ON WHICH THEY OCCUR.ON WHICH THEY OCCUR.PAINT TO BE APPLIED O LU COMPLETION OF THIS WORK.SHALL LEAVE ALL OCCUPIED, PER MANUFACTURER'S RECOMMENDATIONS FOR SUBSTRATE J O AND WORK AREAS AND FINISHED SPACE IN A CLEAN AND I > Z i ACCEPTABLE CONDITION CLEAR OF MATERIALS.FINAL qREFER TO ID FINISH SPECIFICATIONS FOR FINISH/SHEEN OF LIJ Q CLEAN INCLUDES BUT IS NOT LIMITED TO,THE INTERIOR CEILINGS,WALLS,AND TRIM AND DOORS.PRIMER SHALL BE J MILLWORK.WINDOWS.MULLIONS AND SILLS.BLINDS.LIGHTT . LATEX PRIMER/SEALER FOR SURFACE APPLIED.AS Q Q FIXTURES,AND DOORS. RECOMMENDED BY MANUFACTURER FOR SURFACE 19. CONTRACTOR IS TO PROVIDE ALL FINISH MATERIAL SUBSTRATE. 0- Z W SPECIFICATIONS/PROJECT CLOSEOUT DOCUMENTS TO CLUB Z Z AT COMPLETION OF PROJECT.INCLUDING MANUFACTURER'S 5. APPLY RECOMMENDED PRIMER FOLLOWED BY A PRO W W WARRANTY AND MAINTENANCE INFORMATION. INDUSTRIAL PRE-CATALYZED WATER BASED EPDXY, rn SEMI-GLOSS FINISH PAINT ON ALL INTERIOR METAL DOORS, V 20. THESE DRAWINGS ARE THE GRAPHIC AND PICTORIAL TOOL PAINTED INTERIOR METAL WINDOW FRAMES,AND HOLLOW FOR ASSISTING THE GENERAL CONTRACTOR IN HIS BIDDING METAL DOOR FRAMES.REFERENCE REMARKS FOR PROCESS.THE INTERIOR DESIGNER DOES NOT ASSUME EXCEPTIONS. RESPONSIBILITY FOR ERRORS,AND/OR OMISSIONS IN THE 6. ALL FIRE EXTINGUISHER CABINETS TO BE ELECTROSTATICALLY GENERAL CONTRACTOR'S BID.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PERFORM AN ON-SITE PAINTED TO MATCH THE WALL ON WHICH THEY OCCUR. 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. 3-1D0.01 SCALE AsnOlEo DRAWN BY_ LHMGIJM __R1 606'.2071-352 052123 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26566 AGOURA ROAD,SUITE 106 CAL.ABASAS,CA 91302 P 310.670.9144 infO@shepae.mm - Sp�`au,aacxrtcc s.E+c.Ems cav^Y+iO fitl HINT HARRIS IINTERIORS r i 7 LENOX POINTE aaa ass ATLANTA, 324 404.492.5997 U in O I ® PRESIDENT:KELLEY HARRIS I ;3 305A E OFFICE 0 803 a03B 301 '_ 304 eELURE COMMON SPACE FIT-OUT BY OWNER'S RETAIL srD GE I—AT.— CONSULTANT.REFERENCE I aw 301 0 renxis13 CONSULTANT'S DRAWINGS FOR CAFE ADDITIONAL INFORMATION ( 'fl36t 0 PRO SHOP I �F' `E OF Q a05C yl,p�aM1E Isco/09 —23E3�., 3050 ID6962 I U I °I � ® Digitally signed "TLR` .. I i� +TI.Ot Dose E ® Suzann by Suzanne _______ Jacobs e J a CO b S Date:2023.05.22 15:33:38-04'00' 1 PHASE 1 -TENNIS PAVILION:MILLWORK/ELEVATION KEY PLAN '-ID1.01 SCALE:1/4—I'-0" N_ Atlantic Beach Counja Club Phase 1 Construction Documents 1600 Selva Marina Drive .Atlantic Beach,Florida 32233 REVISION no. Da3E DESC—W 3 0}3423 90%W 0624-P PD4aRSET Z -1 J d } W Z Y O Z J O d Q _ J d Z W Z W Y H lY O J J_ 3-ID1 .01 SCALE assnmFD ---------------------- ORAWNBY: IHMr�JM MOJECiND,:2612-352 0523.23 PERMITSL7 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 310.670.9144 info@sleep-ae.com rwn[x19canwi o°'"`"s..:nom. w+ snFOH.x, �,' ..xariTcs.u.unaRs nCiuo� COMMON OFFICE OFFICE STORAGE WC WC LAVATORIES STORAGE 7' 07 T 303 3058 305A 305 306A HINT HARRIS INTERIORS 7 LENOX POINTE ATLANTA,GA 30324 I I� 90- FIRES DENT:KELLEY HARRIS C TORAG iBBA ]e6A OF i01 TRADE 10'-0" sosB � Df I S1 COMMON s aRAc --FLEE l 0'-0" DS1 0 I PROVIDE STAIN GRADE TONIGUE 8, va SHOP 9'_0" lP�aOF F40 O GROOVE I%6 WOOD PLANK Ai CEILING AT WELL. L& w~ w DF5ty ID6962 ty O DS1 fMTER1O D Digitally Suzan signed by Suzanne n e Jacobs SECURE Min sTnaarc TFNNIC nAFF Date: ' Jacobs 2023.05.22 1 PHASE 1 TENNIS PAVILION:REFLECTED CEILING PLAN 15:33:58-04'00' ID2.0 SCALE:1/4"=P-O" Atlantic Beach Country Club, GENERAL REFLECTED CEILING PLAN NOTES LIGHT FIXTURE LEGEND CEILING MATERIAL LEGEND Phase 1 Construction Documents IN DRAWING HAS BEEN PREPARED SO AS TO REFER TO INTERIOR DOOR AND FRAME SCHEDULE FOR NOTE:REFERENCE ELECTRICAL DRAWINGS FOR LIGHT X 48 1600 Selva Marina Drive FIXTURE TYPES. GYP.IN REFER TD ARCHITECTURAL 12DUNGTDIRECT APPLY ACOUSTICAL PROPERLY COORDINATE CEILING PLAN ES. HEAD HEIGHTS AND DETAIL REFERENCES, DRAWINGS AND INTERIOR HNISH SCHEDULE. CEIUNGTILE Atlantic Beach,Florida 32233 INTERIOR MILLWORK DETAILS AND FINISHES. UNDER TO BE ELY NOCIRCUMSTANCES CTHLS TAINT ALL HVAC GRILLS TO MATCH SURFACE ON WHICH REVISION DRAWIN MECHANISE CONSIDERED AN FIECTRICALLY THEY OCCUR,TYP. DECORATIVE FIXTURE EN MECHANICALLY ESTRUCTURALLY ®TONGUE AND GROOVECEILING.REFERiD 2x4 VINYLCLAD DE6CNPTIM ENGINEERED DOCUMENT. D' ARCHITECTURAL DRAWINGS. m DECORATIVE WALL SCONCE 031613 90%fA REFER IO ARCHITECNRAL I MEP ORAWINGSF R ENERAL LIGHTING HVAC NO LIFE SAFETY FIXTURES. DS* d US3611 PERND6EF •DFCDRWIVE FI%RIR ESNOT FOR FUOURE DESIGNATION ONLY.• CONCRETE EXPOSED CEILING.REFER TO N.I.S.NOT IN SCOPE REFER TO ELECTRICAL ENGINEERS DRAWINGS FOR FURTHER INFORMATION. ARCHITECTURAL DRAWINGS. .0 CLOCK OUTLET FOR PICTURE LIGHT NOTE:PURCHASE OP ALL DECORATIVE LIGHT FIXTURES TO BE CARRIED IN FFIE BUDGET. ALL OECORATIVEfIXNRE510 BE RECEIVED INSPECTED WAREHOUSED.IAMPED AND INSTALLED BY [Tffl?%]GRID ANDLAY.IN CBUNGTILE.REFER NEIY CEILING FANSIN E%ISTING GENERAL CO.- »x-x�x CEILING HEIGHT/MATERIAL TO FINISH SCHEDULE. LOCATIONS Z Q J Z 4 O O I Z J Q 0- U _ C/) CL Z FW — Z U W W I— J LL W D! _3-ID1 .02 SCALE:ASND-- _DRAWN BY: LHMGIJM ---------------- PROJECT NO.:2022352 0 S2323 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS.CA 91302 j 310.670.9144 mfO@Shep--- [niECS�Exex�ERS �r�e�r��TS.AawRCB.cMrO:K HINT // HARRIS INTERIORS 7 LENOX POINTE r ATLANTA,GA 30324 404.492.5997 O e ® PRESIDENT:KELLEY HARRIS OFFICE OFFICE yTORq 3vl I _ w1c SECURE COMMON f alb-I STORAGE IAVATORMS 3W TENNIS CAFE e J88 PRO SHOP. 3083 � • 38� y'lp 3aNE JqC 9 N~ J IM962 SJ V w� JNTEAI o � ' x® Digitally signed 3388 - Suzann by Suzanne Jacobs e J a co bS Date:2023.05.22 15:34:17-04'00' -- 1 PHASE 1 -TENNIS PAVILION:FLOOR FINISH PLAN ID1.0 SCALE:I14"=V-0" Adancic Beach Atlantic Beach Country Club Phase FLOORING LEGEND Constructionon Documents CARPET LUXURY VINYL TILE ILVTI RESINOUS FLOORING GENERAL NOTE-ALL FLOOR PATTERNS 1600 Selva Marina Drive ARE REPRESENTATIONAL ONLY AND DO AtlanUc Beach,Florida 32233 NOT INC7[ATE FINAL MATERIAL SIZE OR _ PATTERN.REFER TO INTERIOR NARRATIVE REVISION FOR ALLOWANCES AND MATERIAL xo. acre GescRiFnon SPECIFICATIONS WHERE APPLICABLE. WOOD FLOOR SPORTS FLOORING SEALED CONCRETE a3m33 e�m DOES NOT INDICATE N.I.S.NOT IS SCOPE PATTERN.REFER TO asna3 aFRwr sEr ENLARGED PLANS FOR PATTERN TILE FLOOR,DOES NOT SHEET FLOORING EXISTING EXTERIOR INDICATE PATTERN. DECKING.LACE IN NEW REFER TO FINISH TO MATCH EXISTING. SPECIFICATIONS AND REFER TO ARCHITECT'S ENLARGED PLANS DRAWINGS.VERIFY WHERE APPLICABLE COLOR MATCH. Z Z Q J W Q Cl) Q 0- Z = Cn LL aZ X Z o W p H J LL '3-ID-1--.-0-3' SCAtE:Asxono ...................... PROJECT NO.:2021-352 662323 PERMIT SET SHEPPHIRD ASSOCIATES PLUMBING FIXTURE&ACCESSORY SCHEDULE ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J H2 NOTE:PROVIDE CONCEALED FIRE RETARDANT BLOCKING AT ALL 310.670.9144 Wo@shepae.wm nrenun:n snow ACCESSORIES AS REQUIRED. Eroi�mo ZISOE AES f.va I SINKS: s crmiEc ¢o' T ./MxnEC•S.a+Gix'FERS 1 511 Sink to be Undennount IT'x 14".White Vitreous China with •mnar,C - 02 Overflow.ADA Compliant.Refer to engineers specs. S2 Sink to be ADA Well Mounted White Vitreous China with Concealed Ann Canter Installation.Include mothing plumbing HINT sheild.Refer to engineers specs. HARRIS INTERIORS h2 S3 Stainless Steel 30'x14',4'Double Bowl Under Mount ADA Sink. •.•.•n.•r. TI Refer to engineers Specs. 7 LENOX POINTE FAUCETS. ATLANTA,GA 30324 404.492.5997 'D2 F1 Lavatory Faucet to be 8"Widespread faucet,polished chrome PRESIDENT-- KELLEY HARRIS finish,ado complionl,refer to engineer specs;fix plunger rod in J - eld;provide strainer drain.Polished chrome finish _ F2 New Pool Shower faucets to match style and finish of those at j eA fing showers.Include shower divert,,for hand-held shower. SI 30"slide bar,60"ribbon hose,mounting heights per ADA guidelines. FI 4 DI F3 Single Handle Kitchen Faucet with Side Sprayer.Refer to Engineers Specs. Ds b sr TOILETS: fl Tl All new toilets to be Floor mounted tank style.Refer to Eningeers T Specs.New fixtures to be flight height'. DI URINAL: IT New urinal to be wall mounted,high efficiency,top spud.refer to .`(_OF Q p H2 en91— specs. y.�P xxttE 140�iO9 it GRAB BARS: �~ u z IM962 All Grab Bars to match those existing.Typical. D2 GI 18"Vertical Mounted Grab Bar lNTERL G2 24"Grab Bar ca 36 Grab Be, Digitallysigned Suzann by by Suzanne 2 G4 42"Grab Bar Jacobs O G3 IDa.o G5 60"GrabBe, e JacobSDale:2O23.O5.22 b 15:34:42-G4'OD' TI DIAPER CHANGER: O -ID4.0 4 ... GI bl DC Koala Care KB310-SSWMHoriiantal,Stainless5leel 02 FI Surface-Mounted Diaper Changer. Adantic 03. SI :- ach DISPENSERS/DISPOSERS: DI Deck Mounted Soap Dispenser fo be Kohler,#K-1895C Polished Atlantic Beach Country Club ^ Chrome Finish. D2 Toilet Tissue Holderto be Kohler,Bancroft#K-11415-CP Bs Polished Phase 1 Chrome.Provide Two per Toilet Locohon COnStruedon Documents 1600 Selva Marina Drive 1 ENLARGED PLAN—TENNIS PAVILION RESTROOMS D3 Bobrick Recessed Paper Towel Dispemer/Waste Receptacle. Atlantic Beach,Florida 32233 ID2.0 SCALE:1/2"=V.0" #8-38034,Finish:Satin Stainless Steel D4 Woll mounlea soup dispenser Isinglel,Salem I with Oval Bottle, REVISION #39134-03-Wlt Oval in Satin Silver,wwwDispenser-Amenilies.com rvo. D TF oEscaiPnary D5 Wall mounted shower Ani Dispenser(triple),Sclero III with Oval Bottles,1139334-03-WHT Oval in Satin Silver. 3 o}s0.23 90%CA www.Dispenser-Amenities.com - 4 VN2121 PERMn SET D6 Bobnck Surface Mounted Towel/Waste Dispenser 4B43699 D7 DEB USA,Inc.TouchFREE Ultra Hand 5onitaer Dispenser#TF2HR 1.2L TF Dispenser Block and Chrome with Catch Tray TRYBIX Black DS Zogics Gym Wipes Dispenser,Downward Dispensing Z500 Black DX All other locations to have dispensers/disposers to match existing GROMMETS.- GRI ROMMETS:GRI Doug Mockett MM3/5.12"Dia.Grommet SCaver,Polished Chrome. GR2 Doug Mockett TM26 a'Dia.x 3"Deep Polished Stainless Steel Trash Grommet. HOOKS: HI Provide(1)new hook per new toilet location and If I hook per w shower stall location,unless otherwise noted.Hook to match style and finish of existing hooks in Clubhouse. H2 Hook to be Kehler.Bancroft#K-1 I4)1 CP.Polished Chrome Finish. SHOWER SEAT Z SSI ADA.Burmese Teak Rectangular Shaped Shower Seat with Drop O Q Down Legs.24"L x 16"D TBF2-240160W by Teokworks 4 U, J J www.teakworks4u.com,T-886.969.8325. ` a SHOWER ROD. L1.1 Q Q SRI NEW POOL SHOWERS to receive: Q W Shower Rod:Bobnck#B-207-72.Heavy Duty Shower Curtain Rod = C/) 0 With Concealed Mounting.20 Gauge Stainless Steel,I"Diameter d Z with Satin Finish. Q Provide One Set of Hooks and Shower liner Per Shower.Bobnck Z J MOUNTING PER 606.6 OF A117.1,WATER SUPPLIES AND DRAINPIPE UNDER WHERE A TACTILE SIGN I5 PROVIDED AT DOUBLE DOORS WITH ONE 204-3 Vinyl Shower Curtain,Opaque White Matte Vinyl:Bradley LU NOTES: LAVATORIES/SINKS SHALL BE INSULATED. ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. Shower Curtain Hook With Rollers 9540 Z HEIGHTSWHERE A TACTILESIGN IS PROVIDED AT DOUBLE DOORS WITH TWO W • DIAGRAM FOR MOUNTING HEIGHTS ONLY,REFER TO SCHEDULE FOR ACTIVE LEAFS,THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE URINAL: JOB SPECIFIC FIXTURE/ACCESSORIES EXPOSED PIPES AND SURFACES,HOT WATER AND DRAIN RIGHT HAND DOOR WHERE THERE IS NO WALL SPACE AT THE LATCH • CONTRACTOR TO PROVIDE CONCEALED,FIRE RETARDANT BLOCKING PIPES UNDER LAVATORIES SHALL BE INSULATED OR SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, Ul Referto Engineers specs AS REQUIRED TO MEET ALL 2010 ADA CRITERIA OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. LOCKERS: Ll Powder c opted metal lockers,Salisbury,12"double lie,standard metal lockers,6'high x 15"deep,,01h enclosed plinth base and flat top.Provide engraved number plates.Combination padlock hole(padlock provided by owner). _ MISC. ® ER Indicates existing Fixture to be reused/relocated.Clean and LFi Yq 3 ,may y ?$_ _ _ •�• ?K' 6xe 4 i repair/provide new components to match existing as required for complete,functional,tike-new installation. SCALE:asxoho............ ..... w _DRAWN BY: LH_IHGiJM _-..-.---- PROJECTNO.:2022-351 ' 05-2323 PER IT SET — — — SHEPPHIRD MOULDING AND FINISH SCHEDULE ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 10E CALABASAS,CA 91302 j 310.670.9144 inb&hep-ae.wm ROOMS BASE SHOE CROWN DOOR/WINDOW PLINTH MISC. MOULDIN. . FLOOR WALL FINISHES CEILING DOORS 8 MISC.FINISHES NOTES ROOM MOULD CASING BLOCK MOULDING MATERIAL FRAMES t r3O5A NAME MATERIAL/ FINISH OULDIN FINISH OULDIN FINISH OULDIN FINISH OULDINt FINISH OULDIN FINISH NORTH SOUTH EAST WEST FINISH FINISH FINISH DOOR FRAME LAMINATE STONE SOLID NUMBER ,,,., ,s-Muzs..nc».rtcrs+w.,,xEcvs SOU - MATERIAL CLG.HT. FINISH FINISH SURFACE 1-BUILDING 3-TENNIS PAVILION H I N T PROSHOP BASE-] PAINT-1 SM-1 PAINT-1 CROWN-2 STAIN-1 MATCH RM 151 PAINT-1 MATCH RM 151 PAINT-1 FIXTURES TBD POPLAR TILE-9 PAINT-1 PAINT-1 PAINT-I PAINT-1 GYP/WD PRIM 2151AIN1 REEER'ORCP PAINT-1 PAINT-1 - STONE-2 - RETALFIXTURES70 BE OWNER SUPPLIED.ALLCOUNTERIOPS BY GC 300 HARRIS INTERIORS OFFICE BASE-] PAINT-1 SM-1 PAINT-I - - MATCH RM 151 PAINT-1 MATCHRMI51 PAINT-1 - - POPLAR TILE-9 PAINT-1 PAINT-1 PAINT-] PAINT-1 ACT-3 ACT-3 REFERARC? PAINT-1 PAINTA - - - - 301 "'" " ° OFFICE BASE-I PAINT-1 SM-1 PAINT-1 - - MATCH Rh1151 PAINT-I MATCH RM 151 PAINT-1 - - POPLAR TILE-9 PAINT-1 PAINT-1 PAINT-I PAINT-1 ACT-3 ACT-3 REFER PAINT-1 PAINT-1 - - - - 302 7LENOX POINTE STORAGE RB-1 RB-1 CASING-2 PAINT-I - POPLAR SC-1 PAINT-1 PAINT-1 FAINT-] PAINT-1 OTS OTS RFFER'o RCP PAINT-1 PAINT-i - - - - 303 ATLANTA,GA 30324 - -_ -_ - -- _ * P P _ _ _ _ - 4 404.492.5997 SEC,1RE STORAGE =1_ALL_ COMMON LAVATORIES BASE-8 TILE-11 — — CROWN-1 PAINT-1 MATCH RM 151 PAINT-I MATCH RM 151 PAINT-1 VANITY AFTI-lOUAROI POPLAR TILE-1 TILE TILE-II TILE-11 TILE-II GYP PAINT-2 REEER'O RCP PAINT-1 PAINT-i — — QUARTZ- n .I- - MM 'A, T - 305 PRESIDENT:KELLEY HARRIS WATER CLOSET BASE-5 TILE-8 CROWN-1 PAINT-iCASING-3 PAINT-I MATCH RM 151 — — — POPLAR TILE-1 TILE-8IPAIN- TILEAIPAINL TILEWANT- TILE-RIPAINT- GYP PAINT-2 REFER'O RCF PAINT-1 PAINT-1 — — — TILE-8 WAINSCOT APPROX.66"H AFF ALL WALLS. 305A WATER CLOSET BASE-5 TILE-8 CROWN-I PAINT-1 CASING-3 PAINT-I MATCH RM 151— POPLAR TILEI nLE-81PAIM- TILE-81PAIM TILE-B/PAIN- illE-8lPA1M- GYP PAINT-2 REFM'ORCP PAINT-1 PAINT-I — — — TILE-B WAINSCOT APPR0X.66"RAPE ALL WALLS. 3058 WATER CLOSET BASE-5 TILE-8 CROWN-1 PAINT-I_ CASING-3 PAINT-1 MATCH RM 151 — — POPLAR TILE-1 TLE-B/PAIN- TILEAIPNN6 TILE-WANT- TILE-81PMNT- GYP PAINT-2 REFER-ORCP PAINT-1 PAINT-1 — — — TIL-8 WAINSCOT APPROX.66"H AFF ALL WALLS. 305C TILE-8 - - MATCH RMI — ?lJM! umd EPOPLAR - TILER/PAIN- PLEA AIN TILE-B/PAINT- TILE BNAIN-I'll �w _ , P - _ _ _ -L 306 BAR SEEARCH. SEEARCH. _ _ SEEARCH SEEARCH SEEARCH SEEARCH - - COUNTER SION I CAPE Dwcs - TILEA1 WOOD STAIN-1 RFERLORCP - - - ]STONF�-2 - 'r^N�- NrE 306 306A STORAGE BASE-I PAINT-I SM-1 PAINT-I SEEARCH SEEARCH CASING-2 PAINT-I - - - sAP.P N cPAv�E owes PAINT-1 PAINT-1 PAINT-I PAINT-1 GYP PAINT-2 REFER 7o RC? PAINT-1 PAINT-1 - - - 306A 3068 STORAGE BASE-I PAINT-I SM-1 PAINT-I SEEARCH SEEARCH CASING-2 PAINT-I ADI SHELVES PAINT-1 wNDcnvE Dwcs PAINT-1 PAINT-i PAINT-I PAINT-1 GYP PAINT-2 REFER TO RCP PAINT-1 PAINT-) - - PROVIDE 15;ADJUSTABLE PAINT GRADE WOOD SHELVES. 3068 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. NIS NOT IN SCOPE SF SPORTS FLOORING AP ACOUSTICAL PLASTER OTS OPEN TO STRUCTURE STAIN STAIN PER 1210.2.2 OF NCBC,BACK WALLS AND SIDE WALLS WITHIN 2'OF AWP ACOUSTICAL WOOD PLANK `ZC OF FZpo CPT CARPET PAINT PAINT S.STL STAINLESS STEEL URINALS AND TOILETS SHALL HAVE A SMOOTH,HARD, PAD CARPET PAD PF PANEL FABRIC STONE STONE NONABSORBENT SURFACE TO A HEIGHT OF 48"MIN.ABOVE FLOOR. `R,pN �'Oo PL PLASTIC LAMINATE TILE TILE a" ID6962 CORK CORK pp PORCELAIN PAVER VCT VINYL COMPOSITION TILE - EPDXY EPDXY PAINT QUARTZ QUARTZ WC WALLCOVERING r FRP FIBERGLASS REINFORCED PANEL RF RESINOUS FLOORING UP WALL UPHOLSTERY ^/ATER10 GYP GYPSUM BOARD RB RUBBER BASE WOOD WOOD FLOOR HM HOLLOW METAL RT RUBBER TREAD - a� a Suzann Digitally signed by ! Suzanne Jacobs Adandc Beach Date:2023.05 22 e Jacob515:35:06-04'00' - Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,Florida 32233 REVISION ND. DEsuuPnoN e}3P13 e0%CD 1 eS1}13 PERIAN SET Z w _O J � JQ W w < _ Q 11 U) 2 U) az � z w z F 3-ID3.01 SCALE:As nm DRAWN BY:WHGIJM _ ........._ PROJECiNO.:2022352 052323 PERMIT SET SHEPPHIRD ASSOCIATES FINISH SPECIFICATIONS ARCHITECTS+ENGINEERS 2fi560 AGOURA ROAD,SUITE 106 CALABASAS,OA 91302 310.670.9144 i0D@Shep-ae.mm EN —11 �BEO 2R5 ARC.tt2+_U_ NOTES ACOUSTICAL TILE PAINTSEALED CONCRETE TILE TILE CONTINUED TILE CONTINUED 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 UL. NAME:T9D TILE-5 &TILE-8 PAINT COLOR:CREMA C OR: HARRIS INTERIORS PANEL SIZE:2'X4' used COLOR NUMBER:TBD SC-1 CONTACT:8D0.738.7325 SIZE:Ir X °xE.TEPo IM" RR �oa": , n,F°eE THROUGHOUT slzE:b"X2;'MosAlc CONCEPT IMAGE FOR ... COLOR:WHITE 11LE-1 TILE-7 PATTER UNN BOND ALL SP ED MAERIAIS ARE REQUIRED.SUBMITTALS ACT-I GROUT:CUSTOM BUILDING PRODUCTS/ 7 LENOX POINTE E. svBMmALSFOR IRIxARasINTEDDxssrfaFxD GRID:DON GROUT:TBD PATTERN w MLAOSHALL BE CFUEQE°UPON RECEIK of wRrren A-0—of ALL WALNUT/#541 FLOOR ATLANTA,GA 30324 suewrtAL. FOOD PAINT-2 MANUFACTURER:TBD FLOOR AT .I S 404.492.5997 SERVICE COLOR NAME:TED FILE PROVIDE 12"X 24"CREAM BACCHETTE SERVICE CONTACT:TBD ��• C LTJ Uj.y-r- GENERALFLOORINGNOTES: HwEss BARO �C` •S� i PRESIDENT:KELLEY HARRIS GEIUNc COLOR NUMBER:TBD CUT IN z"LONG WAYS FOR BASE-3. SAS PHONE:TBD !`` I %, , SHEET FLOORING RESTROOM. RVICE EMAIL:TBD HALER LIALLExAMNESLeuRAE AND CONDmaNS UNDER WHICH RESTRCOME. CONTACT:DENISE LEW ISR' MANUFACTURERR.N :USG YOUTH NA`L I]8 ALLOWANCE:$6.75 SF IAL ONLY AfeON sAns11—wnAL.A—C PHONE:404.200.1965 / ACT-2 ITEM:VINYL CLAD SHEET ROCK LAY-IN PAINT-3 MANUFACTURER:T8D RESrITOOMi. Inns nn°R F�RCARPErLiNs°iA"Lwnon.c�N^VCE°f sl�^cFsu PANEL SIZE:2'X 2' SERVICE COLOR NAME:TBD cafe EMAIL:OLEWQSPECIALTYTILE.COM axs COLOR:WHITE MANUFACTURER:OSCADA PLASTICS,IN'_ RESTRooMs L. rnoxouRE1 VAcuumsN AND ELEMEDLuaY SANC1wnu.wG BREAK BAR. COLOR NUMBER: FOUR COURSES OF 4%12 TILE WITH FLAT LSE FGRHGn AND oF.FRRIoussueDANCES FROM Roots. GRID: D%LA j�GRID SERVICE PRODUCT:PROTECT-ALL FLOORING sLesmArE. BOTH Ln COLOR:TBD LINER.REFER TO ELEVATIONS. ITL AOURER—FNCnONS RFGARDwG °NEC. SIZE:SX 8' TILE-8 ASIA nE. noNS PAINT4 MANUFACTURER:TBD THICKNESS:Ye" MANUFACTURER:DALTILE AL CM-YE.11-SO UAcwF Dow.INH__ COLOR NAME: PATTERN:AS SHOWN ON PLAN COLOR NUMBER: GLUE DOWN PER MANUFACTURERS PRODUCT:COLOR WHEEL LINEAR MANUFACTURER:USG SF-1 RECOMMENDED METHOD MANUFACTURER:TBD COLOR:BISCUIT oIRECnoN.DONo1cBE-emo wA^nv Rrro em ITEM:MARS RAPID WELD INSTALLATION.SEE TILE-2 PRODUCT NAME:TOD TmrNiess SIZE:4"X12" s SEAMS A.LowFo. ACT-3 NRC.75 MANUFACTURERS INSTRUCTIONS COLOR:TBD REneo0- FINISH:GLOSS oI ROO.vsIRRCA YOUTH a ITEM#:86785 PAINT-5 INTEGRAL BASE WITH MANUFACTURERS SIZE:TBD WALL INSTALLATION:REFER TO ELEVATIONS UNLESS OTHER raise cl °CA A""AOMIn }. MANUFACTURER:TBD FILE GROUT:CUSTOM BUILDING PRODUCTS/ SUPPORT PANEL SIZE:2'X 2'%a COLOR NAME: TOP FLANGE. TTERN:TBD ALABASTER/#333 1E OF FL0 LRs ICAL T-1101F=�OO.OmLOS, COLOR:WHITE CONTACT:MICHELE MUSGROVE DINING R :TBD P 'pi T CM° TZO fcnrt=�uYcmARaurvoxusi ouricrssorxAr euF, COLOR NUMBER: LOGGIA y1 pNE U4c 09 GRID:USG DX PHONE:404.640.0247 0- PH, ti o N°S_SOYANA-rt WRLuOiR�vH OF PULL UPe�Po1„MFs�FGunns EMAIL:MMUSGROVEOOWMB RD.COM TA 'TBD PROVIDE COORDINATING fXI T'FLAT w TOP COVE BASE ID6962 B. ISTILC eaET EDGFnRIE AT 10e,-1°"SANEFFI-1OICARPIrr. MANUFACTURER:SOUND CONCEPTS MANUFACTURER:TBD EMAI E •1� �i'0""s'-A"" -xPosFOTO TRAFIIc excF RpEwCE6 sucx.As NAME:I"FIBERMAT-EUROMAT FINISH PAINT-6 FLAT LINER PIECE: TnxEsno:ns souxc GASKDs.Dc ARF IHInc^rFo. COLOR NAME: msruLCAR=n Ann SEAMS TARFausF PFwAANFRirvI COLOR:CUSTOM COLOR COLOR NUMBER: SPORTS FLOOR NAME COLOR WHEEL CLASSIC /NTERTO T�rcxlNC A+°WEAR ACT-4 SIZE:48"X120' ALLOWANCE: .7 SF MATERIAL ONLY wnHOlnfuLu"a ouluuc uI�Pc.RrnEA�PxirsFAMlnc cFMFNrro BUTT JOIN PANELS FLAT TOP LINER InEwoErvcFONFACF cxouP .`JI SIZE:YyX6" - -oF�AmmRorD+s�Man mo>cAe"-T. FIFIN COVER ENTIRE CEILING.DIRECT APPLY /C` COLOR:SPA cus DLE wm�lc uT .nlq: EXERCISE NOTE:PAINT FINISHES !`` REM#:0148 ROOM CONTACT NAME:TOM TOMETZ WALLS-EGGSHELL MANUFACTURER:ECORE x-sTRDcx—D—1 PAD ONCE,AT OWNERS REOUEsr.WITHIN OFR PHONE:773.575.1138 CEILINGS-FLAT PRODUCT:PERFORMANCE MOTIVATE O TOP TRIM TILE PIECE: YEAROI IISTn.Ano"..RIMANDRESECUREEDGF5ASREQUIED MILLWORK/DOORS/TRIM-SEMI-GLOSS SPF-I COLOR:TBD COLOR WHEEL CLASSL MNDW O:aP6FROMmsrAu^non CAROU LANOsuvACE sc-1 "UNLESS NOTED OTHERWISE' THIO KNESS:75MM JOLLY j'X 11-15/16"Xz"THICK - IxaMwnuLwnonovEReeo.PLETw AREAANo ovm irLFN EXERCISE ROLL GOODS:48'WIDE COLOR:SPA Digitally Sig ed DRDWNFRBA na. EPDXY PAINT R°°M Suzann CONTACT:T.J.PEELE TILE-3 ANUFACTURER:TBD ITEM: by Suzanne FOR TLR aPLw soRi�a srorc.sHnwoorl•Ec ssARr PHONE:404.416.7573 R UCT NAME:TBD Jacobs TOCEAN CARPO. EMAIL::404.416.1573 INTLCOM EMPLOYEE :TBD CONTACT:KATIE ROBERTS RoiEcrEo wRino QUARTZ RESTROOM .TB PHONE:404.427.5296 e�aCObS Date:2023. .22ch YL 1111ACT11 IAulanric Bea OHErmoO.sOWiwuRPDwIueFI.N EPX-I EPDXY PAINT TO MATCH PAINT-1 W ' P ERNINGBOND EMAIL:KATIE.ROBERTS@DALTILE.COM 15:35:29-0 O� MANUFACTURER:TBD MANUFACTURER:ECORE POOL GR oNn.NNGmv.R MAT.RIUToeF useDF PRODUCT:SERENITY MOTIVATE CLASS I SHOWER PROVI U&CAP PROrrnvEmreR. SPF-2 COLOR:TBD WALLS. MANUFACTURER:TRINITY TILE Atlantic Beach Country Club A o MANUFACTURER:SILESTONE THICKNESS:7MM POOL CONTAC7:T� TILE-9 PRODUCT:HAWTHORNE SQUARES AeE lssufn DueroLonO CEuvexr nMEs oN oscoRAnLhEAci 1ALIns QUARTZ-7 ROLL GOODS:70"WIDE,HEAT WELD xcWALL ER Phase 1 PRODUCT NAME:POLISHED HYBRIQ s PHONE:TBD COLOR:BEIGE Is IC-M-I BE I-ALLED—PArRRN LAID w TH COLOR:MIAMI WHITE EMAIL:TBD SIZE:32"X 32' Construction Documents THICKNESS:3CM CONTACT:T.J.PEELf FLOOR TILE PATTERN:STRAIGHT LAY 1600 Selva Marina Drive L EDGE PER DRAWINGS PHONE:404.416.1573 ALLOWANCE:$4.25/ ATE IAL ONLY PROSHOP. GROUT:CUSTOM BUILDING PRODUCTS! Atlantic Beach,Florida 32233 GENERAL WALLCOVERINGBPAINT NOTES: FIBERGLASS REINFORCED PANEL REGION PRODUCT#2142/1110203 EMAIL:TEPEELE®ECOREINTL.COM PNIN DINING WALNUT 14541 DLs=QR w^ucovERmcs snou.o BE VL FUNESS CONTACT:RACHEL PARRISH CONTACT:KATIE GODFREY REVISION EAADE.DES[:LRRTMun e[ N0. DATE DESO ED. AonrcaiFTNE E.R°ESANYD urs FECEPID—COVEmROS. RErRooms. PHONE:770.371.7703 PHONE 478.318.7371 ERIMMEIxA ,ANY wAucovER.1.1 RZDv TENNIS EMAIL:RPARRISH@COSENTINO.COM NUFACTURER:TBD EMAIL: '._N.,ER'" R.l ROOMS TILE-4 R UCT NAME:TBD FRP-I FIBER GLASS REINFORCED PANEL KGODFREY@TRINITYSURFACES.COM 3 03]633 BB%OD FTOREceVEEGGSNDLLATEx PANT UN�Ess COLOR:BLACK STAIN TBD OTHERm f rvQ.ED. TEXTURE:SMOOTH IZ:MO IC _ oszsss PERurt SET RFAces ARE ro BEPAREOImx PA R1T`ryI,,IING BOND TILE-10 NOT USED ISEMIvLESTI1LLP IM.Ano METAsu s^n NEW GROUT:TT CUSTOM STAIN TO MATCH EXISTING POOL ALTERNATING BANDS OF TWO COLORS FRD BrMANuvxcruxm.P Arvr OrxE STAIN-1 SHOWER ARE useo TNEr MOST MAcx ExAcsrAv eE AlrRovEO BY oIaiGNE STAIN AT GRILLE.MATCH SPECIES CONTACT:T OF PENNY ROUNDS. FLOORS ERAes oN.r Ann TxEreA+uf^auxeas FIBER GLASS REINFORCED PANEL SHEEN. PH.NE:T. TILE-11 FRP-2 BAND A,18"WIDE RECOMM_"DXD AovES ES COLOR:WHITE RESINOUS FLOORING EMAIL:TBD �,(� TEXTURE:PEBBLED GRILL�DAR. PROVIDE SAMPLE TO DESIGNER FOR �` .oxoRuonrA se^MS AuowEonwuLcwlxl.G BEAMSa CLRS MANUFACTURER:CERAMIC TECHNICS TRIM APPROVAL WITH SALVAGED EXISTING ALLOWANCE:$11.00 F A IAL ONL BAR A+DF—NUATC—.SueTEnro.,r NE Iti©SHOP TRIM. DACRSPwSH NAME:SONOMA PENNY ROUNDS APPRO,A. MANUFACTURER:DUR-A-FLEX Tewws COLOR:ARCTIC WHITE,4400201-1 8, ILL R.rPREPMEDBEFOREA=PLICA ION OFPUNT PRODUCT:POLY-CRETE MDB o'THICK FOUR COURSES OF 4X12 TILE WITH FLAT VANITY FINISH:GLOSSY OV ", WALLS oil w^uc Fw WITH INTEGRAL 6"COVE BASE LINER.REFER TO ELEVATIONS. BAND B,6"WIDE Rin s„R.ACES INTnEsw.sr.cTE UNLESS orx=RAISE RF-1 COLOR:TBD FROM MANUFACTURER'S TILE-5 MANUFACTURER:CERAMIC TECHNICS "OTE LUXURY VINYL TILE STANDARD MANUFACTURER:DALTILE NAME:SONOMAPENNYROUNDS ,Au[ovEwNG PRODUCT:COLOR WHEEL LINEAR COLOR:LIGHT AQUA BLUE.#40027H 00Cs ANOREPIs^T.Asw..As eouE Ams CONTACT.STEVE MASON COLOR:BISCUIT FINISH:GLOSSY s PHONE:678-215-2786 SIZE:4!'X 1Y =H—L.oM.Ds,ANO VERs1O BE COVExEO IN SAME MANUFACTURER:METROFLOR LVr EMAIL:STEVEM@DUR-A-FLEX.COM FINISH:GLOSS CONTACT:BRAXTON BELL MAasuRRou wnc wAEsux 111 OcaR.OR PANTEo ou PRODUCT:DEJA NEW INSTALLATION:REFER TO ELEVATIONS PHONE:404.977.0867 MODEL C TBD - GROUT:CUSTOM BUILDING PRODUCTS/ EMAIL:BBELL@CERAMICTECHNICS.COM xERum6 nolEs. LVT-I COLOR:TBD STONE .DUET; ALABASTER/#333 ILI ALL ONs cox—wEF.1LE ECwFUToeeuL.NDSF SIZE:9"X60"PLANK Z THICKNESS:2.5MM RUBBER BASE RES1ROOMs PROVIDE COORDINATING 4'XI2'FLAT ALTERNATING BANDS OF TWO COLORS WA l 11 axnA-DMnm w^u crrs wxFRF PRDFRTaeE wunosE,irP. GLUE DOWN INSTALLATION PER TRE TOP COVE BASE. OF PENNY ROUNDS. z O MANUFACTURERS RECOMMENDATIONS TILE-12 O Q NECEssARnR"Rn.,EneclsR wreEO PRIOR mPRo..uREMnws^LLluunOx_ BREAK STONE-I MANUFACTURER:WALKER ZANGER FLAT LINER PIECE: BANDA,18"WIDE Roots CONTACT:MICHELE MUSGROVE MANUFACTURER:ROPPE SPECIES:TAJ MAHAL QUARTZITE NAME:COLOR WHEEL CLASSICS FLAT PETES r J U PHONms,RurnonnREODL�=MIr°+Ie� Icouna OFAMEIBCAs NAME:RUBBER COVE BASE WITH TOE SIZE,3 CM TOP LINER DINING MANUFACTURER:CERAMIC TECHNICS _ EMAIL MU5(:0.0241 WALL NAME:SONOMA PENNY ROUNDS W > L.L EMAIL:MMUSGROVE@WMBIRD.COM 700 COLOR: SAR/GRILUE FINISH:LEATHERED COLOR,6" co Q _ COLOR:TBD COUNTERTOP, ITEM#:775QUTMAL COLOR:GALAXY TENRs COLOR:ARCTIC WHITE,#40020HEL xnu RfnQExIxER RB-1 SURROUN ANITY FINISH:GLOSSY V LEermcu oevlcE:.eo PROVIDE PREFORMED OUTSIDE CORNERS suRRounD ITEM :1469 WALLS Q �J,J HEIGHT:4" CONTACT:PATRICK MILLER HRnEIxHLARms ONCa°a SEECnoNroxn.OSE eo"weONs_ BAND B.6"WIDE 0- PHON Ya'GAUGE EMAIL:MILLE@WA TOP TRIM a CD MANUFACTURER:METROFLOR LVT EMAIL:PMILLER@WALKERZANGER.COM COLOR WHEEL CLASSIC MANUFACTURER:CERAMIC TECHNICS Z LVT-2 PRODUCT:DEJA NEW JOLLY 1'X 11.15/16"X z'THICK NAME:SONOMA PENNY ROUNDS Z MODEL#:DN529112 STONE-2 MANUFACTURER:WALKER ZANGER COLOR:GALAXY COLOR:STEEL BLUE.#40029h Ill COLOR:SUN BLEACHED SPECIES:ARNO GRIGIO ITEM:#0169 FINISH:GLOSSY F— Pees BASS SIZE 3 C z GROUP SIZE:9"X S: PLANK Top. FINISH:LEATHERED CONTACT:BRAXTON BELL FITNESS. THICKNESS:2.SMM lop BAR CONTACT:KATIE ROBERTS RECEP. TOP, PHONE:404.977.0867 IL GLUE DOWN INSTALLATION PER OO-SHOP CONTACT:PATRICK MILLER PHO E:404.427,5296 CORRIDOR, MANUFACTURER'S RECOMMENDATIONS COURERToP EMAIL:KATIE.ROBERTS@DALTILE.COM EMAIL:BBELL@CERAMICTECHNICS.COM YousH PHONE:404.989.2873 CHECK-N. EMAIL:PMILLER@WALKERZANGER.COM MANUFACTURER:GRES MANUAL CONTACT:MICHELE MUSGROVE - THERAPY PHONE:404.640.0241 APPLY IMPREGNATING SEALER TILE-6 PRODUCT NAME:KINTSUGI OFFICES UPPER EMAIL:MMUSGROVE@WMBIRD.COM ILATICRETE BULLETPROOF.OR EQUAL) COLOR:BLUE JAPAN LEVEL SIZE:7,'X 7 a" ADµN INSTALL OVER 5MM SOUND REDUCER BY ACCENT PATTERN:RUNNING BOND ITIE CENTAUR FLOOR SYSTEMS PER YOUTH GROUT:CUSTOM BUILDING PRODUCTS/ MANUFACTURERS RECOMMENDATIONS. DACxsPLASH ALABASTER/#333 CONTACT:DENISE LEW 3-03-,Q2. PHONE:404.200.1965 --------------- -- EMAIL:DLEW@SPECIALTYTILE.COM SCALE ASNDTED DRAWN BY: LHHGIJM PROJECT NO.:2022-352 05-2123 PERMIT SET — — — SHEPPHIRD DOOR & FRAME SCHEDULE ASSOCIATES ARCHITECTS+ENGINEERS 26160 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J�P'N'NG SIZEMATERIAL FINISH DETAIL NO.DOOR PUSH SPLIT NO. TYPE LOCK CLOSER RATING REMARKS HICKNESS /PULL FINISHDTH HEIGHT OR FRAME DOOR FRAME HEAD I JAMB THRESHOLD 1—pps•.we.=_°s^rtu�Es,..ac»�3as,eM.,xrEss PHASE I-BUILDING 3-TENNIS PAVILION 300 Hl/3ID5.02 JI 3-ID5,02 S2/3-ID5.02 R,-4RTOARCHREC7SSCHiDUIE 301 D 3'-0' B'.0• 1-3/4" WOOD HM PAINT PAINT Hl 3-105.02 n 3-10502 • - - -- - HINT 302 D 3'-D' e'-p• 1-3/4" WOOD HM PAINT PAINT H11a1Dso2 n/3-ID5.02 - • -- - - _ - HARRIS INTERIORS 303 SUMD5.02 REFER TO ARCHITECTS SCHEDULE a " o _ 304 A 3'-0" B'-0" 1-3/4" WOOD WOOD PAINT PAINT J53-ID5.02- • - • - -- POCKETDOOR HARDWARESY JOHNSON OR EQUAL 305 aErEa iD ARcenEcn SCHEDULE 7 LENOX POINTE 305A E 3'-0' a'-0" 1-3/4" WOOD WOOD PAINT PAINT HI/3 OEM J5/3-ID5D2-- - PRONDE DEADBOLi WITH OCNPANCYINDCATOR ATLANTA,GA 30324 305B E 3-0' e'-0' 1-3/4" WOOD WOOD PAINT PAINT HI/3-ID5.02 J5/3-ID5.02- • - PROMISE OEADBOLT WITH OCCUPANCY INDCATOR 404.492.5997 305C E 3'-1' B'-0" 1-3/4" WOOD WOOD PAINT PAINT HI/3ID5.02 J5/3-IDS,02- • fROMDE DEADBOLT WITH OCCUPANCY INDCATOR PRESIDENT:KELLEY HARRIS 3050 E 3'-0' B'-D" 1-3/4" WOOD WOOD PAINT PAINT Ht 3105.0 J53-IDs.o2- • • • PaovroE DEADsou wrtn OCCUPANCY 1rvgCA7oR 306A RE(ER iO ARCHITECTS SCHEDULE 306B REFERTO ARCHITECTS SCH=DUCE �E OF F[0 ylp ppNE Jq 0 09 J IN962 n 2 Suzann Digitally signed by 3MTERO Suzanne Jacobs Date:2023.05.22 '" e .Jt aCObS 15:35:59-04'00' >� GENERAL NOTES: C/O CASED OPENING CT CERAMIC TILE HM HOLLOW METAL MFR MANUFACTURER PAINT PAINT REFER TO ARCHITECTURALS FOR ALL DOOR HARDWARE Atlantic Beach Country Club Phase t Construction Documents 1600 Selva Marina Drive Atlantic Beach.Florida 32233 REVISION N0. — DESOWP M 3 0134}3 KNOT 052123 PEWITS AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED 7 V UV MATCH DOOR MATCH DOOR MATCH DOOR U MATCH DOOR U MATCH DOOR MATCH DOOR 1 t11 W J i 0 MATCH < MATCH MATCH MATCH MATCH < MATCH MATCH < MATCH MAIC MATCH 1�-0� O LLI ::j_ U^ 1 > In LU Q W v u Qd a a > a = U 0 d Z ILL. A B C D E F W 06 SOLID WOOD STILE SOLID WOOD STILE SOLID WOOD STILE SOLID WOOD STILE SOLID WOOD STILE SOLID WOOD FLUSH 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 O ALL DIMENSIONS TO MATCH ALL TO MATCH ALL TEMPERED GLASS SIMULATED LOUVERS. VIEW LITE.DOUBLE AND PROFILES OF DIMENSIONS AND DIMENSIONS AND UPPER LITE TO MATCH DOOR TO MATCH ACTING BARREL Q 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 EXISTING FITNESS EXISTING FITNESS DOOR 151-1 DOOR 151-1 ELEVATIONS OF INTERIOR DOORS SCALE:1/7'=I'-D" 3-I D3.03 SCALE:As nwEo 1 PROJECT NO.:2022-352 052323 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 REFER TO ENLARGED 370.670.8144 MILO�ShB(1d2.tMl ELEVATION FOR TILE PATTERN AND CROWN BLOCKING m�wrcoriznr uP�'�w r,k,.�n c0am:cni E yn TILE AS SCHEDULED WITH: iILE AS SCHEDULED. IDS. ROUND CAP TILE. ALTERNATING 2-COLOR HINT �q TILE AS SCHEDULED — r--- -H�—T—� Ip5.0 y F Imo_I �1 CAPIZONIAt BANDS WITH TILE HARRIS'INTERIORS WITH ROUND CAP - MIRPORI MIRROR 1 I 5'-6"+-AFF ^ Ds. TLE ,-�I tt INlcl E:�: IN.Id 1 •L _ ---- _ 'I MIR DR 1 7LENOX POINTE R, TILEAS SCHEDULEDWITH, INJ :- ._.,_. 1; B'i; I SCHEDULED QUARTZ - - - AP TILE. i SCHEDULED A 4 -'--- - / OUNTE OP BACK 8 SIDE UN I 1 COUNTERTOPBACK&SIDE T 404.492.5997032 c • i R os.o G i MASH' PRESIDENT.KELLEY HARRIS SPLASH. -_- -"-"--- t�L - - -- TYPICAL VANITY i0 BE - -- - TYPICAL VANITY TO BE 2' O - _ _ - SQUARE PAINT GRADE LEGS SQUARE PAINT GRADE LEGS - 0 - w -' -- - -- WITHA5"HIGH APRON. - ® -- ! I WRHAS"HIGH APRON. - —`R - - PROVIDE MILLWORK -------- - `� - - 1 PROVIDE MILLWORK EFERRULES AT EACH ... _2 _ PLUMBING SHIELD AT EACH -'-- P1UM81NG SHIELD AT EACH I5. - - SINK LOCATION.PROVIDE -- - 5.0 CH O.E FERRULES AT : .. ...._. il. 1. . EG.REFER TO DETAILS.�C LEG. _ -- - SINKLOCATION.PROMDE H L CHROME Ya' (fDS.OT IY2' IYs-_ 3 IY2' SI 105.0' FULL HEIGHT SCHEDULED TILE. -'� 2 COLORS OF MOSAIC SET 1 TENNIS RESTROOMS- PLAN WEST NTOBANDSALTERNATNG. A2 TENNIS RESTROOM-PLAN SOUTH 3 ',,TENNIS RESTROOM-PLAN EAST ID4.0' SCALE:1/2"=1'-0" :•-104.0 SCALE:1/2"=1'-0" ID4.0 SCALE:1/2"=1'-0" `E OF F(()q hSP E,,o�09 J� b 1O 106962 �l_r INTER% Digitally signed Suzann by Suzanne Jacobs Atlantic Beach e J a c o b S Date:2023.05.22 15:36:25-04'00' Atlantic Beach Country Club Phase 1 R._.._:..._ Construction Documents _...1.....^ ._._.. .. .. ._.D 1600 Selva Marina Drive _ Atlantic Beach,Florida 32233 .._ REVISION .. .. .. no. oaTE oBsauPnrr 4 053123 PE.SET FT --- I EXTERIOR SHINGLE PER ARCHITECTS SPECS i[ -- WALL MOUNTED TVBYOWNER - _ TV BY OWNER TV BY OWNER TYPICAL EXTERIOR DOOR FRAMES (2)PAINTED ADJUSTABLE SHELVES _ Ill ADJUSTABLE PAINTED SHELF SCHEDULED MOSAIC TILE ABOVE STAINLESS STEEL IN CENTER,FULL HEIGHI AT SIDES IN TWO COLOR I ALTERNATING BANDS. Z FULL HEIGHT BACK AND SIDE WALLS AT SHELVES IN O )/� TWO COLOR ALTERNATING BANDS. V ® POUR AS YOU PAY DISPLAY-REFER TO FOOD SERVICE r 71Z • _ _ DRAWINGS rwn^ B BEER WINE STAINLf55 STEEL PANEL vJ n r QLL Q O SCHEDULED QUARTZ STONE COUNTERS nT U) r POUR AS YOU PAY TAPS-REFER TO FOOD SERVICE IZ Z IlJ _ ..� DRAWINGS Z J RE / / F Il TAP PAD FOR CARD ACCESS-REFER TO FOOD Lu lJ.l SERVICE DRAWINGS PAINTED CABINETS WITH STILE AND RAIL PANEL DOORS. 2 BUILT-IN COOLERS-REFER TO FOOD SERVICE IDS. D5. DRAWINGS 4 TENNIS CAFE AT SERVICE COUNTER ID4.0 SCALE:1/2"=1'-0" 3-ID4-.-01- - ------- --- -- -- SCALE:As noTEo DRAIYN BY: LWiiCy'JM PROJECT ND.:2072332 0523-23 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,LA 91302 { J 310.670.9144 info@shepae.m rx' ear.(.=�rcs.uecK.srs.ex.xers O ti} HINT HARRIS INTERIORS 7 LENOX POINTE REFER TO ELEVATIONS FOR TILE WAINSCOT Digitally signed ATLANTA.GA 30324 Suzann by SuzannePRESIDENT:KELLEY HARRIS Jacobs Lx e J a c o b S Date:2023.05.22 BASE L�CHED' -_ 15:36:47-04'00' RAODIFIED SCHLUTER JOLLY SATIN NICKEL ALUMINUM FRP-1 SCHEDULED TILE BASE 1/B"BACKER80ARD LED CERAMIC WALL TILE&COVE BASE -- SCHEDULED MOSIAC TILE ON WALLSCHLUTER DILEX SATIN _ —EPDXY FLOOR WITH SCHLUTER DILEX SATIN NICKEL ALUMINUM COVE = INTEGRAL BASE,EPX-I -- NICKEL ALUMINUM COVE BASE -- BASE OF FZSCHEDULED FLOOR TILE ULED FLOOR TILE SCHEDULED FLOOR TILE �yP ppNE�N D�09 �7 Z m -- - SS 4705„ MTER70 VY x 1311V 1 BASE-1 2 BASE-23 BASE-3 4 BASE-4 5 B-5 BASE IT7 BASE-8 , IDS.0 SCALE:N.T.S. �ID5.0 SCALE N.T.S. ID5.0 SCALE:FULL SCALE -ID5.0 SCALE:FULL SCALE3-ID5.0 SCALE:FULL SCALE 3.ID5.0 SCALE:FULL SCALE 2Ye SCHEDULED FRP ASHLAND CR-378 Adandc Beach Projection:5—Y Height:5—Y 1, Atlantic Beach Country Club Approved adhesive ., Phase 1 Cove Cap z-Bar , a Construction Documents installed to Spec. SHOE MOULD SM-1 1600SelvaMarina Drive O ID5.01 SCALE:FULL SCALE Atlantic Beach,Florida 32233 of Wall surface REVISION N0. D&M DU-1. - 3 -2) 90%CO 053341 PENMIi SU Approved adhesive BASE E96 installed per approved F- I N10 W96 Spec.option 1.2 or 3. `'J l'TotLet-All Flooring SSI-435 syz aj,. 1-17 x 415!16' 10' CROWN-2 18 CROWN-3 DSCALE:FULL SIZE ID5.0 S.O SCALE:FULL SIZE substrate J Approved adhesive —TRIM AT HEAD TO MATCH SIZE �— SS6705- AND PROFILE PER ROOM 151 12'x 13/IC CASINGHEAD AS SCHEDULEDZ W 9 CROWN-1 TO MATCH SIZE AND PROFILE J 6 BASE-6 7 BASE-7 — — Ds.ol SCALE:N.T.S. PER ROOM 151 O O ID5.0 SCALE:N.T.S. D5.0 SCALE:N.T.S. _ r _ PLINTH BLOCK AS SCHEDULED • / � TO MATCH SIZE AND PROFILE W PER ROOM 151 U) 0-a _ (n Z 13 CASING 3 —" a Z NOTE:CASING-1 15 TO 1 — W MATCH THE PROFILE, ID5.01 SCALE:FULL SIZE j w O SIZE AND THICKNESS /pt^��I1y2, AT ROOM 113 AS �`y C TILE mi f D 1 1 CASING-1 12 CASING-2 1 4 1 MISC MOULDING MM-1 6 MISC MOULDING MM-2 15 TRIM PACKAGE BASIS OF DESIGN �GAic—I D5.--1 dDS.p SCALE:FULL SIZE ID5.0 SCALE:FULL SIZE ID5.01 SCALE:FULL SIZE •-ID5.01 SCALE:FULL SIZE -ID5.0 SCALE:N.T.S. ---- --- .. DWYMBV: LOGIIM PROJECT N6.-M-152 352323 PERMIT BET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE 105 CALABASAS,CA 91302 VERIFY VERIFY VERIFY �P 310.670.9164 W.&I ep¢e. ARTITIO ARTITIO ARTITIO 'NOTE:ALL 'NOTE:ALL MOULDINGS PAINT MOULDINGS PAINT GRADE UNLESS NOTED GRADE UNLESS NOTED _a ecm xnoo*uece OTHERWISE OTHERWISE SCHEDULED TILE DIES coir ,�.,u ..xcx r:.rs.ewncErs INTO EDGE OF CASING ^��mss SCHEDULED WOOD _ SCHEDULED WOOD -- I CASING CASING SCHEDULED WOOD CASING � OFFSET J iOFFSET HINT fll#'/ Ye"OFFSET I N T I Y°"HARDWOOD HEAD I Y."HARDWOOD HEAD lY."HARDWOOD HEAD HARRIS INTERIORS ' SCHEDULED DOOR �L 7 LENOX POINTE ATLANTA,GA 30324 1/J HEAD/JAMB DETAIL 2/J HEAD/JAMB DETAIL 3/J NOT USED 40NOT USED J5 JAMB DETAIL TILE/TILE 404.492.5997 PRESIDENT:KELLEY HARRIS IDS. SCALE:11/Z' 1'=0" ID5.0 SCALE:11/2"=F=Y' =-ID5.0 4!5.0 •IDS. SCALE:I I/2"=1'=O" 1E OF F(pFi 5~p>VE4Co 9 H n 06962 'FLOORING TRANSITION OCCURS2MTER?�� d' UNDER DOOR f vEaicv�aue wiorn VERIFY VERIFY SCHEDULED DOOR VERIFY VERIFY JAMI JAMI I JAMB WIDTH JAMB WIDTH SCHEDULED SPORT FLOORWIDTHnos. WIDTH DOOR STOP I SCHEDULED JAMB FACE SCHEDULED LVT DOORSTOP EXTERIOR FLOOR MATERIAL I EXTERIOR FLOOR MATERIAL 11 SCHEDULED PORCELAIN I PAVER I JAMB FACE i EXTERIOR THRESHOLD. E%TERIOR THRESHOLD. SCHLUTER RENO-U COLOR TBD REFERENCE ARCHITECT'S REFERENCE ARCHITECT'S SCHLUTER RENO-TK COLOR DRAWINGS DRAWINGS TBD JOHNSONITE RRS-XX-C REDUCER, COLOR TBD I II I ' 4 SCHEDULED LVT FLOOR Beach SEALED CONCRETE SCHEDULED CERAMIC TILE FSEALED CONCRETE fi x — SCHEDULED LVF.USE T LEVELER TO FLOAT FLOOR I OVER 3'-0"TO MEET TRIM _ — _ , L _ A�1 a�iC Beach Country Club a.q a e a a 4 ' Phase 1 - ea- . o Aa- - - a a a a e _ Construction Documents - a - - - - --a _ -- -. - - °- --- - - - - --a - e a- 1600 Selva Manna Drive Atlantic Beach,Florida 32233 SEALED CONCRETE TO EXTERIOR, SPORTS FLOOR TO LVT UNDER REVISION S1 UNDER DOOR S2 TILE TO EXTERIOR, UNDER DOOR S3 TILE TO LVT, UNDER DOOR S4 LVT TO SEALED CONCRETE /"S5DOOR NO. DATE .-NN IDS.O SCALE:3"=I'-0" ,,p5,7 SCALE:3"=1'O" -ID5.0 SCALE:3" 1'-G' ID5.0 SCALE:3" 1'-0' -IDS. SCALE:3"=1'-O' 3 03]61] 9P/CA 2J PEfiMIi SET Digitally signed Suzann by Suzanne Jacobs e Jacobs Date:2023.05.22 15:37:08-04'00' U) J_ Q H Z w _O J J J T w Cf) n0- 2 V) Q az m z � w F- 0 Q w 3-05.02 --S---ns--- DRAWN 6Y:LPoHG.'JM PROJECT NO..2022352 052323 PERMRSET SHEPPHIRD FINISHED PAINTED PLYWOOD ASSOCIATESARCHITECTS+ENGINEERS CENTER PANEL AT LEGS 70 RECEIVE SUPPORTS FOR PLUMBING SHIELD.SECURELY 2fi560 AGOURA ROAD,BUTTE 106 GYP.BD.WALL FASTEN TO STRUCTURE AND CAIABASAS.CA 91302 VANITY LEGS j 310.670.9144 inlo@shepaa.m SCHEDULED SINK ABOVE '"FST—r— GYP-BD.WALL icrs.[ Fa PROVIDE FINISHED PLYWOOD - �:.� �'�', -corxi`« "r„r T _"- SIDE PANEL AT LEGS AS REQ'D TO - .+'rte' SCHEDULED SINKS ABOVE °--' unwi.Fcrs.excwcws RECEIVE SUPPORTS FOR '� `" PROVIDE BLOCKING BEHIND .. PLUMBING SHIELD.SECURELY ` CROWN MOULDING TO MATCH FASTEN TO STRUCTURE AND _ PROVIDE FINISHED PLYWOOD T JETHICKNESS OFTHE ROUND - VANITY LEGS SIDE PANEL AT LEGS AS REQ'D TO PENNY TILE,TILE TO DIE INTO RECEIVE SUPPORTS FOR BOTTOM OF BLOCKING/TILE SOLID 2-1/2"SQUARE LEGS AT _-- PLUMBING SHIELD.SECURELY ° HINT FRONT OF CABINET,PAINT FASTEN TO STRUCTURE AND GRADE :\= �;�' VANITY LEGS HARRIS INTERIORS ��----'" --_—_ _____________________ _________—_--- SOLID 2-1/7'SQUARE LEGS AT 7 LENOX POINTE REMOVABLE STILE&RAIL ---------------------- __------------ ---- ________ --------------------------------------------' - PLUMBING SHIELDS WITH OGEE _ _______________________ _ FRONT OF CABINET.PAINT ATLANTA.GA 30324 TRIM AND FLAT PANEL INSET. RAD MOUNT TO SUPPORTS USING 4.4 92.5997 _ __________—__--__--_--_-_----_-_--__—_---—_ • Z-CLIPS 7S PRESIDENT:KELLEY HARRIS Y �, REMOVABLE STILE&RAIL s•-14. PLUMBING SHIELD WITH OGEE -Y.viF LINE OF APRON ABOVE TRIM AND FLAT PANEL INSET. MOUNT TO SUPPORTS USING , Z-CLIPS _ LINE OF VANITY ABOVE LINE OF APRON ABOVE LINE OF VANITY ABOVE SECTION AT ADA VANITY SINK 2 SECTION AT DOUBLE VANITY SINK dD5.0 SCALE:1-1/2'=1'-D" IDS. SCALE:1-112"=I'-0" `- F3 S�OF F(Q 'y'�p'TNNE✓q x709. J SCHEDULED 3CM QUARTZ STONE BACKSPLASH 3 INTERL� AND SIDESPLASH WITH EASED STRAIGHT EDGE SCHEDULED SINK AND FAUCET.REFER TO - w PLUMBING SPECS. F 3 SCHEDULED 3CM QUARTZ STONE TOP WITH EASED STRAIGHT EDGE.INSTALL OVER q' MARINE GRADE SUBSTRATE AND STEEL ANGLE mac? SUPPORTS.TOPS RUN WALL TO WALL. _ P PAINT GRADE APRON WITH p'BEAD - Atlantic Beach I• SOLID WOOD 2-112"SQUARE LEGS BEYOND. - INSTALL LEGS 2"IN FROM WALL REMOVABLE STIAtlantic Beach CounLE 8 RAIL WITH OGEE TRIM AND w 1^l Club I FLAT PANEL INSET.MOUNT TO HORIZONTAL ~ V 3 I c SUPPORTS USING 2-CLIPS, w Phase 1 PROVIDE FINISHED PLYWOOD SIDE PANEL AT LEGS AS REQ'D TO RECEIVE SUPPORTS FOR - COnStNCfIOn Documents PLUMBING SHIELD.SECURELY FASTEN TO b w . 1600 Selva Marina Drive STRUCTURE AND VANITY SIDE PANELS. - Atlantic Beach.Florida 32233 lo LINE OF CABINET SIDE BEYOND. _ DASHED LINE INDICATES MINIMUM REQUIRED - REVISION ----- ADA CLEARANCES _ N0. GATE M-1- POLISHED CHROME FERRULE w O ry 3 033611 90%W 5,8 SECTION AT VANITY SINK 4 DETAIL-WAINSCOT WALL TILE LAYOUT 5 DETAIL-WAINSCOT WALL TILE LAYOUTID5.0 SCALE:1-1/2"=1 05D-U' � SCALE:I-1/2'=1'-0' 'DB.O SCALE:1-1/2—F-O" MIN SuzanneDigitally signed by Suzanne Jacobs Date:2023.05.22 Jacobs 15:37:31 -04'00' Z CABINET HARDWARE 0 _ J_ w > J_ U) Q a CABINET DOOR PULLS MANUFACTURER:COLONIAL BRONZE _ (n I f ITEM N:171TRANSITIONAL KNOB SIZE:1_1/6,DIAMETER I"PROJECTION z 0 FINISH"OIL RUBBED BRONZE,USIOB Z ui CABINET DRAWER PULLS MANUFACTURER:COLONIAL BRONZE ITEM H:663 SIZE:4.000'OC.0.937S'PROJECTION FINISH"OIL RUBBED BRONZE,USIOB SOFT CLOSE CONCEALED HINGES MANUFACTURER:BLUM ITEM:BLUMOTION,CLIP HINGE 110 DEGREES DRAWER GLIDES MANUFACTURER:ACCURIDE ITEM:MEDIUM DUTY.FULL EXTENSION SOFT CLOSE CAM LOCKS 3-I D 5.03 MEDIUM DUTY,OIL RUBBED BRONZE USI OB FINISH,KEYED ALIKE - . SCALE:nsnarEo mwN BY:LHmmm PROJECTNO.:2022-352 a23-23 PERMn SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 —Y,-VERIFY T-71-VERI 0 310.670.9144 info@shepae.cpm Os°io�lcuics..xc,«recrs.sxcxssns _ SHINGLES ABOVE — SHINGLES ABOVE -' PLYWOOD SHEATHING PLYWOOD SHEATHING z•ay,• TYPICAL EXTERIOR DOOR FRAME 1]V TYPICAL EXTERIOR DOOR FRAME PAINTED SOFFIT PAINTED SOFFIT a'PLYWOOD SUBSTRATE FOR TILE PLYWOOD SUBSTRATE FOR TILE 7 LENOX POINTE a'CEMENTIOUS BACKERBOARD FOR TILE a CEMENTIOUS BACKERBOARD FOR TILE ATLANTA,GA 30324 404.492.5997 WALL SCHEDULED PENNY ROUND TILE ON BACK SCHEDULED PENNY ROUND TILE ON BACK WALL PRESIDENT:KELLEY HARRIS SCHEDULED PENNY ROUND TILE ON SIDE FIN SCHEDULED PENNY ROUND TILE ON SIDE FIN WALLS WALLS 3'PLYWOOD ADJUSTABLE SHELVES WITH HARDWOOD FACE.INSTALL WITH RECESSED PROVIDE BLOCKING AT OPENINGS FOR ADJUSTABLE SHELF STANDARDS INSET INTO - _ SUPPORT TILE a ____________.4 ICE MAKER(USE ONLY 1 SHELF ABOVE ICE "MAGIC 80X"READER BOARD AND FRAME ED INTO MOUNTTILE WALL MAKER) w SCHLUTER QUADEC STAINLESS STEEL EDGE I w� TRIM STAINLESS STEEL PANEL AT BEER TAPS BEER TAPS.PROVIDE 10'CLEAR FOR I o GLASSES b SED 2- STONE TOP WITH STRAIGHT EASED EDGES 1a V RDERAINAG BEER SCUPPER.PROVIDE �0��r<E 009i� z-e• DRAINAGE LINES THROUGH MILLWORK TO OF f( PAINTED HARDWOOD APRON5�r °m9 z STONE TOP WITH STRAIGHT EASED EDGES I _ UNDER COUNTER REFRIGERATORIM962 METAL BRACKET FOR SUPPORT OF TOP. - FIXED PAINTED PANEL FOR CARD READERS I ATTACH BRACKET TO STRUCTURE FOR CARD READER.PROVIDE WIRE I SUPPORT.BRACKET RECESSED FLUSH INTO MANAGEMENT SYSTEM FOR PROTECTION ZNTEWO I SUB TOP TO CLEAR REFRIGERATOR. OF WIRING INSIDE CABINET PANELS T BACK OF CABINETS ABLE ACCESS PAINTESTILE ANDD RAIL1FORK CABINET WITH LAT PANEL DOORS2-117 ^•w oe.•^*x."' I PANELS AT BACK LU CABINETS AI REQUIRED FOR ACCESS TO PLUMBING/DRAINS/WIRING 4 I EIC INTERIOR OF CABINET TO BE WHITE MELAMINE WHITE MELAMINE INTERIOR 6b - - -- PROVIDE T BACK OF CABINETS ABLE ACCESS OPEN AREA IN WALL FOR EQUIPMENT PANELS AT BACK OF CABINETS AS REQUIRED FOR ACCESS TQ PLUMBING/DRAINS/WIRING I ETC MILLWORK TO BE CONSTRUCTED OF OPEN AREA IN WALL FOR EQUIPMENT ! I MATE IAL RADE,WATER RESISTANT Digitally signed b PAINTED TOEKICK Suzann 9 Y 9 yAdandc Beach - MILLWORKTOBECONSTRUCTED OF Suzanne Jacobs MARINE GRADE,WATER RESISTANT - MATERIAL Date:2023.05.22 _- I e Jacobs 15:37:54-04'00' Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive i SECTION-COUNTER AT BAR SHELVES-TENNIS BAR#306 2 SECTION-COUNTER AT BEER TAPS-TENNIS BAR#306 Atlantic Beach,Florida 32233 IDS. SCALE:11/2'V=C" ID5.0 SCALE:11/2'=1'=0' REVISION NO DATE DESCRIPTION ] D1]633 PROVIDE BLOCKING AT OPENINGS FOR SUPPORT Dsm3s hFwert sET OPEN AREA IN WALL FOR EQUIPMENT "MAGIC BOX"READER BOARD AND FRAME MOUNTED INTO TILE WALL. READER BOARDS AND TAPS CENTERED ON WALL a'PLY W OOD SUBSTRATE FOR TILE BEER TAPS BELOW t'CEMENTIOUS BACKERBOARD FOR TILE RECESSED BEER SCUPPER.PROVIDE DRAINAGE LINES THROUGH MILLWORK TO DRAIN SCHEDULED PENNY ROUND TILE ON BACK WALL STONE TOP WITH STRAIGHT EASED EDGES BELOW SCHEDULED PENNY ROUND TILE ON SIDE FIN WALLS i I 1 Ir I r I., s• ., s EauaE EouaL _ 6• EXISTING SHINGLES TO BE REMOVED FOR NEW MILLWORK "PLYWOOD Z RECESSED ADJUSTABLE SHELF STANDARDSO _ p'CEMENTIOUSBACKERBOARDFOR7ILE CABINET HARDWARE r J SCHEDULED PENNY ROUND TILE ON BACK WALL _ W Q D D D D D D D D D D D D D D D D D D D D ^ a D SCHEDULED PENNY ROUND TILE ON SIDE FIN WALLS Q 00 0 0000000 000 00000 00000000 0000 p0a0a o0-:ODODO::OpOpO Q Oa D 0 a 0 C 0000000 DOp DODO o O o O o o o O 0 a 000000DOD000 a0D,0D 0o0DOD0D0 III-'PLYWOOD ADJUSTABLE SHELVES WITH HARDWOOD FACE.INSTALL WITH (/) Oq l Qa OGC000C0D000 DODOa ODO CO COCOCO00po0000 a0a Oa0a 000 a0a000 RECESSED ADJUSTABLE SHELF STANDARDS INTO TILE CABINET DOOR PULLS = _ W MANUFACTURER:COLONIAL BRONZE d Z -J STONE TOP WITH STRAIGHT EASED EDGES BELOW ITEM#:171 TRANSITIONAL KNOB Z f I PLYWOOD SHEATHING SIZE:1-1/B"DIAMETER X I"PROJECTION w ]I FINISH"OIL RUBBED BRONZE,LIST 05 EXTERIOR SHINGLES CABINET DRAWER PULLS -�� MATCH EXISTING DOOR FRAME CASING MANUFACTURER:COLONIAL BRONZE ITEM k:663 y-yy,• sy,• s•-p• sy,• r-s;• SIZE:4.000'OC.G.9375"PROJECTION FINISH"OIL RUBBED BRONZE,US10B 11'W INF MILLWORK TO BE CONSTRUCTED OF MARINE GRADE,WATER RESISTANT MATERIAL SOFT CLOSE CONCEALED HINGES WTt PLYWOOD ADJUSTABLE SHELVES MANUFACTURER:BLUM T HARDWOOD FACE.INSTALL WITH ITEM:BLUMOTION,CLIP HINGE 110 DEGREES RECESSED ADJUSTABLE SHELF STANDARDS INSET INTO TILE DRAWER GLIDES MANUFACTURER:ACCURIDE 3 SECTION-COUNTER AT BEER TAPS-TENNIS BAR#306 ITEM:MEDIUM DUTY.FULL EXTENSION SOFT CLOSE ID5.0 SCALE:11/2'=1'=0' 1 iD5.04 CAM LOCKS MEDIUM DUTY,OIL RUBBED BRONZE US DB FINISH,KEYED ALIKE /��S']................... SCALE Ae NOTED _ .................. ORAKTI BY: LHHG,JM PROJECT NO.:2022352 052323 PERMITSET