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ABCC Docs (Pete's Turn) SHEPPHIRD GENERAL FOUNDATION t FR ENGINEEREDLUMBER-ALL E.NTEFRAMING SHELBEENGINEERED LUMBER AND SHALL BE ASSOCIATES t. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE GEOTECHNILALREPORT VV�00 4 DESIGNED BY THE SUPPLIER IN ACCORDANCE WITH THE CRITERIA BELOW.SHOP DRAWINGS SHALL ARCHITECTS 4 ENGINEERS I. NOT OSPECIICPROVISIOOFANYREFERENGEDSTANDARNCESPECIFICATION.INCONT MANUAL OUENTS)SHLLBEETHER OR PPARED BY TERRACON,REPORT NUMBER EQ225124 DATED JANUARY 03,2023.DESIGN 1. WOOD FRAMINGSHALLBESOUTHERN PINEND,2K.D.(15%MAX.MOISTURECONTENTr OR INCLUDE PLANS,DETAILS,BRACING,SUPPORT REACTIONS,WEB STIFFENERS AND ANCHORNGE O ECTNE TACH CHAINCNGE TH OIUTED ANDBY RERENSIBITIES ECONTRALT,CONTRACTOR LBE PROFESSIONAL 15 N OT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD EQUIVALENT.MINIMUM ALLOWABLE BENDING STRESS SHALL BE PER NOS. REQUIREMENTS AT A MINIMUM.THE ALLOWABLE DEFLECTIONS ARE U480 FOR LIVE LOAD AND 1141 26560 AGOURA ROAD,SUITE 106 EF OFESSETOCHANGETHE DUTIES F TRESP CONSULTANTS, AGENTS. OR EMPLOYEES PLOYS SDESIGN DIFFERENT TO THOSE ASSUMED FOR DESIGN. FOR DEAD PWS LIVE LOADS CALABASAS,CA 91302 PROFESSIONAL,THE SUPPLICONTRACT ANY DOCUMENTS CONSULTANTS,AGENTS, TO ASSIGN S IGNT THE DESIGNOSE 2. LAMINATED VENEER LUMBER ILVL)SHALL BE MICROLLAM 2GE(15%MAX MOISTURE CONTENT)OR SETFESSIONORTH THE CECRDORMY OF TH.NORSHELITBEEFFECTIVEZONAOFRECORDSCON ULTANTS, 2 STRUCTURALTESTINGIINSPEC70M AGENCY SHALL CERTIFYTHE BEARING MEDIUM. EQUIVALENT AND HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: 14.1 CONNECTORS AND FASTENERS FOR PRESERVATIVE AND FIRE RETARDANT WOOD S HALL BE g 310.670.9144 mILS@Sh61F6e,C00I PROFESSIONALPL RECORDORANY OF THE DESIGN PROFESSIONALOF RECORD'S CONSULTANTS, HOT DIPPED ZINC COATED GALVANIZED STEEL.STAINLESS STEEL.SILICON BRONZE.OR AGENTS,OREMPF THE ANY DUTY OR AUTHORRYTCRITYT UNDENTASE OR E RESPOT ME URNLITIES OR _ INDIVIDUAL SPREAD FOOTINGS AND CONTINUOUS FOOTINGS SHALL BEAR ON SOIL CAPABLE OF - REAMS-BENDINGSTRE55 2600 PSI COPPER INCLUDING BY NOT UNITED TO ANCHOR BOLTS,POWDER ACTUATED FASTENERS, wrvasN CONTRARY O THE THE WARNS OF THE CONTRATTHORMENTS.OERTANE RESPONSIBILITIES 3 CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. SUPPORTING 2500 PSE. BEAMS-MODULUS OF ELASTICITY 2000 P51 NAILS,SCREWS,BOLTS,AND METE FRPMING HARDWARE. mwmlxEHuw L CONTRACT DOCUMENTS INCLUDE,BUT ARE NOT LIMITED TO,THE STRUCTURE DOCUMENTS 3.1 NO FOOTINGS SHALL BEAR ON ROCK.UNDERCUT ROCK A MINIMUM OF 2 FEET BELOW BOTTOM OF 3. WOOD TRUSSES SHALL BE CAPABLE OF SUPPORTING THE SUPERIMPOSED LOACS AS GIN THE 142 WOOD TRUSSES 100E DESIGNED AND DETALM BY THE TRUSS ENGINEER,SEE 4-S0.1 FOR (Os.NI'.NR.rs•TH..Xmu RAWINGSANDSPECIFICATIONS),BUT DO NOT INCLUDE SHOP DRAWINGS,VENDOR DRAWINGS,OR FOOTING AND REPLACE WITH STRUCTURE FILL. CONTRACT DOCUMENTS. DESIGN LOAD CRITERIA MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR, 4, PROOF ROLL BUILDING AREAS WITH TWO COMPLETE COVERAGES OF A LOADED DUMP-TRUCK OR 4, DESIGN OF WOOD TRUSSES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.SUBMIT SHOP 14.3 ALL HARDWARE REQUIRED FOR CONNECTIONS BETWEEN PRE-ENGINEERED TRUSSES SHALL 3. SEE ERENCETO STANDARD SPECIFICATION30F ANY TECHNICAL SOCIETY,ORGANIZATION,OR SCRAPER.REPLACE SOFTAREAS WITH COMPACTED STRUCTURE FILLAS REQUIRED BYTHE DRAWINGS,DESIGN LOAD DATA,MO SUPPORT REACTIONS SEALED BY M ENGINEERUCENSED IN THE BE DESIGNED BY AND SPECIFIED BY THE TRUSS DESIGN ENGINEER. ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES,SHALL MEAN THE LATEST STANDARD. SPECIFICATIONS. PROJECT STATE REVIEW OF SHOP DRAWING55HEL BE FOR CONFORMANCE WITH THE CONTRACT LODE,SPEOFICATIO N OR TENTATIVE SPECT FICATION ADOPTED AT THE DATE OF TAKING BIDS.UNLESS DO CUMENTSWITHREGARDTOTRUSSCONFIGUFATION.MDTHECOWR TOR'SINTERPRETATION 14.4 ALL PRE-ENGINEERED METAL PLATE CONNECTED WOOD TRUSSES SHALL BE BRACED IN SPECIFICALLY STATED OTHERWISE, 5. STRUCTURAL FILL SHALL CONTAIN NO ORGANIC MATERIAL AND BE APPROVED BY A GEOTECHNICAL OF DESIGN LOADS AND DETAILS,SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THE FULL ACCORDANCE WITH TRUSS PLATE IN STITUTE'S'HANDLING,INSTELINGMDBRACINGMETE ENGINEER PRIOR TO PLACEMENT.STRUCTURAL FILL UNDER SLABS AND WITHIN I O'-0'OF THE RESPONSIBILITY FOR THE DESIGN OF THE TRUSSES OR TRUSS CONN ECTIONS NOT SPECIFICALLY PLATECONNELTED WOOD TRUSSES.HIS-9I-AND'WILDING COMPONENT SAFETY 4, CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE BUILDING FOOTPRINT SHALL BE PLACED IN LIFTS OF THICKNESS DETERMINED BY THE INDEPENDENT DETAILED IN THE CONTRACT DOCUMENTS. - INFORMATION BOOKLET,BCSA 1-03'AND RELATED SHEETS. ORSPEOFICATIONSOFACII MI.AISC,SJI OR OTHER STANDARDS,WHERE A CONFLICT OCCURS TESTING AGENCY AND COMPACTED TO AT LEAST 95%OF RS STANDARD PROCTOR MAXIMUM DRY WITHIN THE CONTRACT DOCUMENTS,THE STRICTEST REQUIREMENT SHALL GOVERN. DENSITY IN ACCORDANCE WITH ASTM CISM.THE TOP IT SU&BASE UNDER SIRES ON GRADE SHALL 5. ERECTION AND TEMPORARY BRACING OF PREFABRICATED WOOD TRUSSES SHALL BE IN 14.5 ALL PRE-ENGINEERED TRUSS SHOP DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE DURING BE COMPACTED TO AT LEAST 93%OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY.ALL BACKFILL, CONFORMANCE WITH THE RECOMMENDATIONS OF THE TRUSS MANUFACTURER AND THE TRUSS THE TIMES OF INSPECTION AND SHALL BEAR CLEAR INDICATION THEY HAVE BEEN REVIEWED SHEAR 5. MATERIAL.WORKMANSHIP.AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. COMPACTION AND PROOF ROLLING OPERATIONS SHALL BE OBSERVED BY AN INDEPENDENT TESTING PLATE INSTITUTE'S'BRACING WOOD TRUSSES:COMMENTARY AND RECOMMENDATIONS. BY THE PROJECT DESIGN PROFESSIONAL OF RECORD. LABORATORY.STRUCTURAL FILL SOIL DENSITY SHALL BE 120 PCF. FICATION STRUCTURAL I. CONTRACTOR SHALLGOORPLUMBITHESTRUCNRE DOCUMENTS WITH OFESSCHRECTUPE, fi. SIM SON OR APPROVED SHALL BEGEVMIZEO STRONG-TIE CONNECTORS BY THE 14.6 TIR FOR SES WOOD CONSTRUCTION AND IN ACCORDANCE WITHCATION TOR META GN RLXTECONNECTED NNECTE MECHIED OFAYDISCILEPANCY OR OMISSION. MOON.FOR DOCUMENTS ON 6, STABTON-GRAOE SHALL UMURYBEPLACED ACCORERMULARBASE.MD69COMPACTED OCOVEEDWINS STANDARD SIMPSON COMPMIY OR APPROVED EOUE. FOMW USESPUULTICNMDTHECESIGN SJOIKCIFIOATrO,F STTALPIATORO EELTEp DRAWINGS SEE TDISCREPANCY RAL DR WIN.FOfN DIMENSIONS NOT SHOWN ON THE STRUCTURE PROCTOR MAXIMUMORY DENSITYRRIER.SEE ARCHITECT RCH(ECT FO T6g8,ANCCOF VAOWITHA F LOWING OWIU U-S. ONNCTI THE CTWEE TRUSSES LBEDESIGNED E SIGNED FD SPE pRAWING33EETHEMCHITECNRE DRAWINGS. BASEFRSLAB,M-GRGONTNUO VARORLL BE INSPECTED BY EGTFORTHIIK EN OFVMORBMRIEACHE 1. WOOD INEATED SOUTACT HERN ITH PIN.U BE GTEORMASONRY SHALL BE PRESSUE-TRENTON GRADE PRESSURE- BYTHE USSEN5.CONNECUSSES SHALL HAVE SSE.SHELOMINAL GNEDANp SPECIFIED BLACENETOFCON-GFADE SHALL REINSPECT'eOBYAGEOTECHNICR ENGINEER PRIOR TO EACH TREATED SOUTHERN PINE.USE GALVANIZED NAILS IN PRESSURE-TREATED W000. INCHET3U ENGINEER TRUSSES MECHANI CECT NC-OADEARINGLANS OF T. CONTRA ORSHALL SIGNPYEXISEMN&SHALL ELEVATIONS,ANCSITECONDITIONS BEFORE PLACEMENT OF CONCRETE. BOTTOHESM CHAR OF TRUSEDSHAL BE MEINIMUM OF TXF RJC LUMSEE PUNS STARTING WORK.DESIGN PROFESSIDNE SHALL BE NOTIFIED OF AINY OISGREPPNCY, 8. PLYWOODDIAPHRAGMSI SHALLBESTRUCTURAL DOCUMENTS.ORI(SOUTHERN PINECONFORM WIII. BOTTOM CHORD OF TRUSSED SHALL BE AMINIMUM OF 2x8'NOMINE LUMBER. ]. BACKFILL SHALL NOT DESIGN PLACED EO AGAINST ND HEIREXTEMOR OR RETNNING WALLS TSUNTIL ME IN WALLS HAVE THICKNESS OF THE BUILDING STRUCTURE DOCUMENTS.PLYWOOD SHALL CONFORM TO THE B OF NINGTOR SEESANDLOCATIONS OC TIONSI3TRUFIED ON HESTRSUPPORTED STRUCTURAL CRANKS EWIH ARCHR'EIGHTS, ACHIEVPROVIDE THEIADEGU TEDD NAENGTB SEMEN ANDERAIL TAININ WALLS ELEMENTS INSTALLED. REQUIREMENTS OF THE OUILOING CODE 1 FASTENING SCION,LE SHALL BE IN UNLESS OTHERWISE SPECIFIED WITH TABLE 2305.10.11N THE FLORIDA BUILDING AND MECHANI ANOAWINGONSIOENTIFIEO ON THE STRUCTURE DRAWINGS WITH ARCHITECTURE PROVIDE ADEQUATE DRAINAGE AT BASEMENT AND RETAINING WALLS(SEE ARCHITECTUFALI. 5 CODE,7TH EDITION,UNLESS OTHERWISE SPECIFIED. Digitally signed AND MECHANICAL DRAWINGS. 9. PLYWOOSTRUCTURAL LL DOCUMENTS. AND NAILED TO SUPPORTWG MEMBERS AS NOTED IN THE 16.ANCHOR BOLTS FOR WOOD SILL PLATES SHALL BE HEADED BOLTS CONFORMING TO ASTM F1554 HOII 9 y 9 S. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE STRUCTUPJJ.DOCUMENTS. GRACE 36 AND SHALL BE HEADED RODS OR THREADED RODS WITH HEAVY HEXAGONS NUT WELDED Y by Holly Jeffreys 9. CONTRACTOR SHALL VERIFY EQUIPHAT MENT.CEL OWNER-FURNISHANING ED HEWN ON THE SI ETC IS g ELFOOTINGEM0 TURN DOWN SIRS EDGES SHALL PENETRATE TO AMINIMUM DEPTH OF 17 BELOW 10.GENERAL TOTHE BOTTOM OF THE THREADED ROD.BOLTS SHALL BE EMBEDDED A MINIMUM OF 7IN,FOR Date:2023.05.22 CONSISTS FOR MECHANICS EQUIPMENT,OWNER-FURNISHED ITEMS.PARTITIONS.ETC-IS 1 CONSISTENT WITH THE REQUIREMENTS OF SUCH NEMS. FINISHED GRACE. SIMPSO STRONG-THECA 516'DIINC.BP ANCHOR REQUI 000 PLATES SHALL Jeffreys 10.1 FOR FIRE RATING REQUIREMENTS OF COMPONENTS AND ASSEMBLIES,SEEMCHRECTURE SIMPSON STRONG-THE COMPANY INC.BP WO BEARING PLAlE50R EOUIVEENT1114'F2-tR'a2-tR-PLATE) 17:07:27-04'00' 10.CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS.METHODS,TECHNIQUES,SEQUENCES,AND REINFORCEMENT DRAWINGS. AND STANDARD WASHER. PROCEDURES OF CONSTRUCTION. DEFERRED SUBMITTALS ,tjWIII///, 1. REINFORCING STEEL SHALL CONFORM TOASTM A516,GRADE 60,UNLESS NOTED OTHERWISE. 10.2 ACCORDANCE WITH AW BLLUM ER IN CONTACT WITH Po2 CRETE AND OR MASONRY SHALL BE PRESSURE TREATED IN 1 DEFERRED SUBMITTAL.ARETHOSE PORTIONS OF THE DESIGN WHICH P1iE NOT SUBMfITEO ATTHE `�\VtVy JEFpR//,/ 11.TXE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM.TEMPORARY SUPPORTS REQUIRED FOR TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN AFJ- ASTAB NDINITI'LURING ALL THE CO'TRACTTE STAGES OF CONSTRUCTION SHALL BE DESIGNED,FURNISHED, 2, WELDED WIRE FABRIC SHALL CONFORM TO ASTM At 0 AND HAVE MINIMUM SIDE AND END LAPS OF B'. SPECIFIED PERIOD. I' F AND INSTALLED By THE CONTRACTOR. 10.3 EXTERIOR LUMBER SHALL BEAMINIMUM OF B'ABOVE FINISHED GRADE. 12.CONTRACTOR HAS SOLE RESPONSIBILITYTO COMPLY WITH ALL OSHA REGULATIONS. 3. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT, 104 INTERIOR LUMBER SHALL BE A MINIMUM OF IF ABOVE FINISHED CRAWL SPACE GRACE, 2. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SH-BE SUBMITTED TO THE ENGINEER (xlf nc,621'S� WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS,ELEVATIONS,AND OF RECORD THROUGH THE ARCHITECT AND GENERAL CONTRACTOR.ONCE THE SUBMITTAL DETAILS IS NOT ACCEPTABLE. 11.TREATED WOOD PRODUCTS DOCUMENTS HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE TOTHE CMTFACTDOCUMENTS, � iI S'-•Si]h 'DRi 13.ELECTRONIC DRAWING G FILES SHOP NOTBEDRAWINGS IS NOT PERMITTED. TRACTOR-REPRODUCTION OF THE ENGINEER OF RECORD WILL FORWARD THEM TO THE ARCHITECT WITH A NOTATION INDICATING WW STRUCTURALDRAWINGSFOR SHOPDFAWINGSISNOT PERMRTEO. 4. SPLICES SHELBE TSHALL BE IPLICEDDANCE LOCAH NSEHOE53NOOTEDINERWISE. �c ROCUMENTS,EX EPTR REINFORCEMENT AT ARKED'COMUNSHOWNON NO TED INT HE STRUCTURE 11.1 ALOTECTI N FROM DECAY MBERSHALLSINACEPREMOEWNE PRESSURE TREATMENT FOR WIL FORWARD THE DEFERRED SUBMITTAL DOCUMENTS (THE GENE BUILC NTRACTOR WHOWI t. :OHNJF Ori 14.REVIEW OF SUBMfITE5 O0.SHOPORAWINGSBVTHEOESIGNPROFESSIONS DOES NOT RELIEVE THE DOCUMENTS,EXCEPT REINFORCEMENT MARIfED'CONTINUOUS'CAN BE SPLICED AT LO CATIONS PROTECTIONFROMDECAYANDTERMRDSPSACCOROMCEWITXCCA FOLLOWING WILL FORWARD THEOEFERREC SUBMITTAL ODCUMENTSTOTHE GENERAL CONTRACTOR WHO WILL /S AONALE CONTRACTOR OF THE SOLE RESPONSIBILITYTO REVIEW AND CHECK ALL SUBMITTALS AND SHOP DETERMINED BY CONTRACTOR.SPLICES AT OTHER LOCATIONS SNALL BE APPROVED IN WRITING BY IN-ORDANCE WDH AWPA STANDARDS PSAND LI AS WELL0.5 THE FOLLOWING MAINTAINCNE SET ON SITE FOR REFERENCE BYTHE BUILDING INSPECTOR.THE 0 FERPEO /// 111j115 DRAWINGS BEFORE SUBMITTING TO THE DESIGN PROFESSIONAL.CONTRACTOR REMAINS SOLELY THE DESIGN PROFESSIONAL. STANOMCS: SUBMTITE ITEMS SHALL NOT BE INSTALLED UNTILTHE SUBMITTAL DOCUMENTS HAVE BEEN RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP APPROVED BY THE BUILDING OFFICIAL, asxJ-xOxi DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS,AND DIMENSIONS SPECIFIED IN THE S. PROVIDE DOWELS FROM FOUNDATIONS THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR LUMBER C2 CONTRACT DOCUMENTS. COLUMN REINFORCING,UNLESS NOTED OTHERWISE. PLYWOOD C9 3. DE FERREDSUOMITTESSHALLBETHERESPONSIBIUtt OF THE CONTRACTOR,SUBMIT SHOP sl9netl 1NIs Sem hes hewn eleclronlcelly DRAWINGS,CALCULATIONS,CESIGN LOAD DATA AND SUPPORT REACTIONS OF THE COMPONENTS ed by Holly Jeffreys,1y A91 15.DETAILS LABELED T'PICE'ON THE STRUCTURAL DRAWINGS fN DWINGS APPLY 70 L SITUATIONS OCCURRING 6. PLACE REINFORCEMENT AS FOLLOWS.UNLESS NOTED OTHERWISE THE MINIMUM PRESERVATIVE SHALLAL RETENTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING: SEED BY ENGINEER LICENSED IN THE PROIEOT STATE. is Nd..:.0 82756 an Ne Cale anNtt ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THE TYPICAL DETAILS UNLESS THOSE ABOVE GROUND APPLICATIONS 0.25 PCF sumpusingadigitalsign E4. ITEMSTHATARE SUBMITTED FOR CONSIDERATION AS DEFERRED SUBMUTESME AS FOLLOWS: Time .- LOCATIONS MESPECIFICALLY DETAILED OTHERWISE. 6.1 CONCRETE REINFORCEMENT COVER WOOD FOUNDATIONS ORSTRUCTURPOLES 0.60PCF Printed capiesdMla dhcumenl are nN Wlsidered si9aea ene seared ana Ine 16.STRUCTURAL DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF CURTAIN EXPO GECTOEARTHORWEATHER: 11.2 ALL DECKING AND FAILING SHALL ALSO BE PRESSURE TREATED WITH A CCA COMPATIBLE asi9�atwe mull heverXed on any WALLANINpOW WALL SYSTEMS.COLD-FORMED METAL FRAMING.OR OTHER SYSTEMS NOT SHOWNM WATER REPELLENT SOTHAT TREATEDWAFERSSWELL NOT MORE THAN 1%AFTER FIVE A. PREFABRICATED WOOD HJOISTE OR TRUSSES eleNmiccepes. THE STRUCTURAL DOCUMENTS.SUCH SYSTEMS SHALL BE DESIGNED,FURNISHED,AND INSTALLED AS UNFDRME MDI_AGAINST EARTH .'CLEAR MINUTES OF SUBMERSION,WHEN TESTED IN ACCORDANCE WITH AWPA'SSTMDARDTEST REQUIRED BY OTHER PORTIONS OF THE CONTFALTDOCUMENTS. FORMED#fi ANDLARGER ''1CLEAR METHOOEI}92. FORMED#5 M'O SMPIIER -2'CI EAR 17.SUBMITTALS NOT EXPOSED TO EARTH OR WEATHER: 11.3 TREATED MATERIAL SHALL BE DRIED AFTER TREATMENT TO A MOISTURE CONTENT OF NOT WALLS 1'CLFAR MORE THAN 19%FOR LUMBER MD 15%FOR PLYW DOD. - IT1 SUBMITTALS BY THE CONTRACTOR ARE NOT APART OF THE CONTRACT DOCUMENTS.PRIM GLASS 314'LLEM TO THE INITIAL SUBMTRS.CONTRACTOR SHALL SUBMIT TO THE DESIGN PROFESSIONALA 11.4 ALL FIELD CUTS SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA STANDARD M4. SCHEDULE OF SUBMITTED INFORMATION. 7. REINFORCIN G STEEL DESIGNATED CONTINUOUS SHALL BE LAPPED AS FOLLOWS: 12,SAWN LUMBER SHALL BE PROVIDED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR 172 SUBMITTALS SHALL BE ACCOMPANIED BY ATRANSMNTE LETTER WITH THE FOLLOWING CONCRETEREINFORCEMENT: CLASS B TENSION USE WOOD CONSTRUCTION.2012 EDITION,BY THE AMERICAN FOREST ANOPAPER ASSOCIATION. INFORMATION: STEEL COLUMNIFOOTING TYPE INDICATOR ST CTURR STEEL MOMENT CONNECTION IVE 12.1 DOUGLALUMBERS FIR- GRACND E OR IES SHALI. WITH MCONFORAXIMUM TOISTURHE CONTENT OF 15%THERN ONO) OR A. TYRE V.GRA AL3.CLASS L SSA,B00WELSINEXELTIM SAND EPDXY CO TENT.AMTO ASTMCBBt-02, DOUGLAS FIR-M2 GRACE OR BETTER WITH MA%IMUM MOISTURE CONTENT OF IS%(UNCI COL SIZE STEEL COLUMN SEE ~ BeachAulandc PROJECT AME TYPE V.GRADE 3, COMPO ENTA EXCEPTGELSYSTEM NTEPODYCOMEBY SIDE D PACKEGIVE SHEL BP-X BASE PLATE MARK CONI SUBMIT'SNAME CON513TEDTOA OF A I NO NOZZLE WHICH THOROUGHLY SYSTEMMIM THE SIDEBYENTS PACKAGING 12.2 PROVIDE DOUBLE TOP PLATE TAPPED AT CORNERS AND AT SPLICES(4-SPLICE)SUPPORT - • OATESUB NOF INTOELTEDTOA 31VNOZZLE HAVE ICC EVALUATION SCOMPONENTSASU IS INJECTED FIX(O'Ur) FOOTING MARK • DESCRIPRON OF(IEMS SUBMITTED.IDENTIFY WORK AND PRODUCT BY SPECIFICATION IMOTXE ROLE.ADXESIVE SHALL HAVE PASSED ICC EVALUATION SERVICES,INC(TCC-ES) ENDS OF TAPS DIRECTLY OVERA VERTICAL LOAD BEARING STUD. P-%(-0'-0') PEDESTAL MARK(iTE0E5TR ELEVATION( STRUCTURE STEEL BEAM OFC GrvAT Ory SECTION ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP.REINFORCING INSTALLED IN CoNCRETETXAT - BEAM SIZE • NUMBER OF ORAWINGBANO OTHER PERTINENT DATA. MAY BECOME CRALKEDUNDER SERVICE LOADS SHELBE EVALUATED BYICL-ES ALLEPTMCE 12.3 PROVIDE FULL HEIGHT TRIPLE STUDS AT CORNERS.PROVIDE FULL HEIGHT DOUBLE STUDS AT FOUNDATION STEP INDICATOR Atlantic Beach OUntTY U EACH SIDE OF OPENINGS LESS THAN N'WIDE PLUS ON TRIMMER STUO- MAYBECRITERIA3DB CR CKED UNDE SERVICELY UDAOSOVED S ALL HE VALUATCRACKEE BYICC-TE.COE ANCCT E31GN NUMBER OF SNOB UNIFORMLY 17.3 CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION ON THE SUBMITTAL TO MY DEVIATION PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CONCRETE CONDITION UNLESS TIFOOTRNGELEVATIONSPACED SONG BEAM PhaSe1 FROM THE CONTRACT DOCUMENTS.CONTRACTOR SHALL STAMP AND SIGN EACH SHEET OF CONDITION IS NOTED ON THE DRAW INGS.INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S 12.4 HWESINJ013T5.FAFTERS,STUDS MlDPLATESNOT EXCEEDING Il5 THE OEPTXlWIOTX OF THE TIFOOTMG ELEVATION WBSIO:%X'c SH OP DRAWINGS AND PRODUCT DATA.AND SIGN OR INITIAL EACH SAMPLE TO CERTIFY RECOMMENDATIONS.MINIMUM EMBEDMENT LEN GTH SHALL BE 12 BAR DIAMETERS,UNLESS NOTED MEMBER AND NOT CLOSER THAN 3 TIMES THE DBPTHWIDTH OF THE MEMBER FROM THE END (XXKI (%X117 CDnstNCtlon Documents COMPLIANCE WITH REOUIREMENTS OF CONTRACT DOCUMENTS,SUGNUTESRECEIVED OTHERWISE. PRE PERMITTED ATTHE MIGDEPTHNNOTH OF THE MEMBER ONLY. OPENINGIN FLOOR OR ROOF BEAM CAMBER 1600 Selva Marina Drive WITHOUT THE CONTRACTOR'S STAMP OF REVIEW WILL BE RETURNEDTO THE CONTRACTOR 12.5 BRIDGING,FULL DEPTH SOLID BLOCKING,OR CROSS BRACING SHALL BE INSTALLED AT ® BEAM SERVICE REACTION Atlantic Bea 32233 FOR REVIEW AND RESUBMITTALHALL. 9. ALL DOWELS AND TERMINATING BARS SHAVE A STANDARD 90 DEGREE HOOK. INTERVALS NOT EXCEEDING 8 FT OC WHEN THE DEPTH TO BREADTH RATIO OF SAWN JOISTS 17.4 WORK REQUIRING SHOP DRAWINGS,WHETHER CALLED FOR BY THE CONTRACT DOCUMENTS 10.ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUSTHROUGH CONTROL ANDIORCONSTRUCTION AND RAFTERS EXCEEDS 6 TO 1. ORREOUESTED BY THE CONTRACTOR,SHALL NOT COMMENCE UNTIL THE SUBMISSION HAS JOINTS AND MOUND CORNERS. R SID PaF F F F SSION INDICATOR REVISION BEEN REVIEWED BYTHE DESIGN PROFESSIONAL.WORK MAY COMMENCE IF THE CONTRACTOR 13.PLYWOOD SHEL BE PROVIDED IN ACCORDANCE WITH THE RECOMMENO0.TON3 OF THE AMERICAN STRUCTURAL ST£E..BFnIT SPLICE DESIGNATION VERIFIES THE ACCURACY OF THE DESIGN PROFEAL'S SSIONCORRECTIONS AND NOTATIONS PLYWOOD ASSOCWTION(APA).THE MINIMUM THICKNESSES WHICH FOLLOW SHALL BE INCREASED AS N0. DATE DESCRIPTION AND COMPLIES WITH THEM WITHOUT EXCEPTION AND WITHOUT REQUESTING CHANGE IN CAST-IN-PLACE CONCRETE REQUIRED TO SATISFY ARCHITECTURE REQUIREMENTS. LL 12-02-23 SDPRICING CONTRA CTSUMORCONTRACTTIMEATCOPYOF THE MARKED STRUCTURE CHOP DRAWINGS 1 CONCRETE WORI<SHRLCONFORM TO ACI 318 AND CRS(STANDARDS, SPICE 2 02-t 0.23 pD PRICING WITH THE DESIGN PROFESSIONAL'S REVIEW STAMP IS TO BE MAINTAINED AT THE JOB SITE 13.1 ROOF SHALL BE APA RATED SHEATHING,EXPOSURE 1,46'x96'.FOR SUPPORTS 24' STRUM CONNECTION 1 3 0}362390Y.OD 2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 2&DAT COMPRESSIVE STRENGTH: WITHPOCU 519'3LIPPLYWOOD.PLYWOOD SHEL BETOMENNGUE ANDGROOVE E LL WABLEEp 4 0523-23 PERMITSET CO AOFS NC RRIA SPANS ANEL EXGEEDAT ACCORDANCE CEWITHAPA RECOMMENDATIONS.WHERE ALLOWABLE �T�.�•E2 RSA_ SPANS ARE SUPPLEMENTAL MB R ROOF REQUIRE.SHEATHING PROVIDE SPECIALLY DESIGNED (rak) t. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 2.1 NORMAL WEIGHT STRUCTURAL CONCRETE SUPPLEMENTAL MEMBERS F HREESUPPORTING INEMBES.SUPTRT D WITHANDST GGERELONG EDGE AC AMINIMUMOFTHR RTINGEMBER MEMBERS.SVPPOROUSBLO KING EDGES SLOPE INOILATOR FOOTINGS 3000 PSI FO POF ERIME PLYWOOD ELPHRAGMORTINE MEMBER.PROVIDE OFSLOETRANUSBLOCMND AT CTIIRR CONCRETE BEAM DES(.NATION • 2020 FLORIDA BUILDING CODE,201]EDITION SLABS-0N-GRADE 4000 PSI F0 PERIMETER OF EACH DIAPHRAGM PLANE(INCLUDING ROOF SLOPE TPANSITONS)AND AROUND yl 'may 2. GRAVITYLD OPENINGS.FASTEN SHEATHING WITH Ed NAILS AT FOC AT SUPPORTED EDGES ONO AND AT L 3. PIPES OR DUCTS SHALL NOT EXCEED ONE-THIRD THE SLAB OR WALL THICKNESS INCLUDING 12-OCATINTERMEDIATESUPPORTS.(V=240LBSIFT Bd NAILS,V=255 LBSIFT 1Bd NAILS FOR X C INDICATES CONVENTIONALLY CROSSING UNLESS SPECIFICALLY DETAILED IN THE STRUCTURAL DOCUMENTS.ALL PIPES AND DUCTS LOAD PARALLEL TO SUPPORTS;V=180 LBSIFT W NAILS.V=190 LEWT 100 NAILS FOR LOAD SCK SPAIN �-REINFORCED CONCRETE BEAM MARK 2.1 UNIFORM FLOOR LIVE LOADS(REDUCED AS ALLOWED BYTHE BUILDING CODE): SHALL BE PLACED IN THE MIDDLE THIRD OF THE SLAB OR WALL THICKNESS UNLESS SPECIFICALLY PEHPENOIWLAR TO SUPPORTS)AN LF GAP SHALL BE LEFT BETWEEN ADJACENT PANELS. Cy�ICRETE5LA01METR0 BEAM WIDTH MAY VARY BASED UPON PROTECTEGES AGAINST EXPOSURE TO WEATHER OR USE EXTERIOR GRAPE PLYWOOD. CB_J_W( PB%%% DETAILED OTHERWISE IN THE STRUCTURE DOCUMENTS.E SEE MECHANICAL AND ELECTRICAL EDGE OF SLAB DIMENSION • GENERAL AREAS 100 PGF / � �Y SLABS ON GRADE t00P5F DRAWINGS FOR LOCATION OF SLEEVES,gLLE5SOR1E5.ETC. COYER SHEATHING AS SOON AS POSSIBLE WfRI ROOFING FELT OR SHINGLE UNDERLAYMENT __ 4. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS.GROOVES,ORNAMENT.CUPS OR GROUNDS FOR PROTECTION AGAINST EXCESSIVE MOISTURE PRIORTO ROOFING INSTALLATION. 2.2 UNIFORM ROOF LIVE LOPES(REOUCEOARALLOWED BYTHE BUILDING CODE): REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS. 19.2 WALL CONTINUOUSLHINGY SUPPORTED EDGES. APS HALL BE L16,EXPOSURE ADJACENT CONCRPBX ETE ESMMAR.BEAM WI - ROOF,L, 2D PSF CONTINUOUSLYSUPPORTEO ECGE5.AN IIN'GAP SHALL BE LEFT BETWEEN ADJACENT CONCRETE BEAM MARK.BEAM WIDTH 5. CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE DESIGN PROFESSIONAL.NO PANELS.PROVOE ONE LAYER ON ONE SIDE OF WALL UNLESS INDICATED ON PLAN TOPROVIDE MAY VERY BASED UPON EDGE OF SLAB 2.4 DEAD LOADS(IN ADDITION TO STRUCTURE SELF-WEIGHT): IZONTAL CONSTRUCTION JOINTS ARE PERMITTED EXCEPT THOSE SHOWN ON THE STRUCTURE ONE LAY ER ON EACH SIDE OF W-FASTEN SHEATHING WITH W NAILS @F OC AT PANEL DIMENSION HOR DRAWINGS. EDGES AND®12'DC AT INTERMEDIATE SUPPORTS U.N.O. FLOOR: 13.3 FLOOR SHEATHINGSHELBEAPARATEDSTURD-FFLOOREXPOSURE1,4B'STTMGUEMD � MISCELLANEOUS 3PSF 6. DEFECTIVE AREAS M CONCRETE INCLUDING,BUT NOT LIMREDTO,HONEY-COMBING,SPEXALLS,AND GROOVEPLYWOOD.FOR SUPPORTS ITOC USEY4'THICK PANELS.FASTENRLPMELSWUH I L -I STRUCTURAL LEGEND W GEILINGIMEP SPSF CRACKS WITH WIDTHS EXCEEDING 0.016 INCH SHALLSE REPAIRED. TENT OF DEFECTIVE AREATO Ed NAILS Q F OC AT PANELS EDGE SUPPORTS AND I2-GOATINTERMEDIATESUPPORT3TV- BEDETERMINEBYTHEDESIGNPROFESSIONE. VINO TESIFT)UNLESS NOTED OTHERWISE.PANELS SHALL BE APA GLUED TO SUPPORTS AND ROOF: O ROOFING 2PSF AT TONGUE6GROOVE MINTSWRX AOXESNE CONFORMING TO PERFORMANCE INSULATION SPSF SPECIFICATION APAWGOI.M1lB'GAPSHELBELEF BETWEENADJACENTPANELSMDTHE MISCELLANEOUS 3PSF END JOINTS SHALL BE SUPPORTED AND STAGGERED.SHEATHING SHALL BE INSTALLED WITH CIEUNGIMEP SPSF THE LONG EDGE ACROSS A MINIMUM OF THREE SUPPORTING MEMBERS.PROVIDE CONTINUOUS BLOCKING AT PERIMETER OF THE OMPHRAGM PLANE AND AROUND OPENINGS. --I 3. WINDLOADS: • BASIC DESIGN WIND SPEED.V=129 MPH ABBREVIATIONS (� ALLOWABLE DESIGN WINO SPEED,Vc1p=100 MPH ABT ABOUT IFI EXISTING IFINSIDE FACE OC ON CENTER TBB TOP ANDBOTTOM w RISK CATEGORY:1 ACI AMERICAN CONCRETE INSTITUTE EA EACH IBC INTERNATIONAL BUILDING CODE 00 OUTSIDE DIAMETER TIO TOP OF • EXPOSUREC APDL ADICH.- GE, EACH FACE ICG INTERNATIONAL CODE COUNCIL OF OUTSIDE FACE THK THINK 11 INTERNAL PRESSURE COEFFICIENT RISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION EL ELEVATION ID INSIDE DIAMETER OPNG OP PRENING THRU THROUGH IT ALTERNATE EIIEC ELEC7RICE IE INVERT ELEVATION OPE OPw PO TY], TYPICAL SEE COMPONENT AND GI-ADDING DESIGN WIND PRESSUREDIAGRAM APPROX APPROXIMATE ENGR ENGINEER IN MCH OSH OVERSIZED HOLE ABC% ARCHITECTURAIJAfiCHITECT EOC EDGE OF DECK INT INTERIOR UL UNDERWRITER'S LABORATORIES J 5. EARTHQUAKE LOADS: ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS EOR ENGINEER OF RECORD PCF POUNDS PER CUBIC FOOT ONO UNLESS NOTED OTHERWISE ASTM AMERICAN SOCIETY FOR TESTING MATERIALS EOS EDGE OF SLAB n JOINT PE PROFESSIONAL ENGINEER • RISK CATEGORY:II AWS AMERICAN WELDING SOCIETY EO EOI.AL PERIM PERIMETER VERT VERTICAL • SEISMIC IMPORTANCE FACTOR I=1.0 EQUIP EQUIPMENT K KIP(SI P PREMOLOED JOINT FILLER • 5H ORT PERIOD MAPPED SPECTRE RESPONSE COEFEICIENT,N5=0AW B BOTTOM OF EW EACH WAY HGF KIPS PER SQUARE FOOT PL PLATE W WITH - 1 SECOND PER IOD MAPPED SPECTRAL RESPONSE COEFFICIENT.S,=0,055 BLDG BUILDING IS EXPANSION K51 KIPS PER SQUARE INCH PLL5 PLACES WIO WITHOUT L ASSUMEDSITEC-S. BM BEAM EXT EXTERIOR P POUNDS PER LINEAR FOOT WP WOWING POINT r SHORT PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT.Sas=0.114 BOTS BOTTOM (LLH) LONG LEG HORIZONTAL(ANGLE) PREFAB PREFABRICATED WS WATERSTOP I SECOND PERIOD DESIGN SPECTRE RESPONSE COEFFICIENT.SOI=0.068 BRG BEARING ED FLOOR DRAIN (LLV) LONG LEG VERTICR(MGLE) P POUNDS PER SQUARE MET WWF WELDED WIRE FABRIC SEISMIC DESIGN CATEGORY:B BOWN BETWEEN FON FOUNDATION (LSH) LONG 310E HORIZONTAL(HSE) PSI POU NDEPERSOUMEINGH FF FINISHED FLOOR `LSVI LONG SIDE VERTICAL(HSS) PT POINT 6, THE EMSTING STRUCTURE,WITH PROPOSED MODIFICATIONS,HAS BEEN MEYZED FOR GRAVITY ANO CIC CENTER TO CENTER FG FINISHEDGRADE S POUND LATERAL LOADS AND FOUND TO BE IN COMPLIANCE WITH IBC 2018 SECTION 3403 AND 3404 FOR CALC CALCULATION(S) RN FINISH LF LINEAR FEET R RaBIDS L ADDITIONS AND ALTERATIONS TO AN EXISTING STRUCTURE. CHNO CHECKED FIL FLANGE LL LIVE LOAN RD ROOF GRAM Tr^ m LIP CABHIN-PLACE CONCRETE FLIT FLOOR LOC LOCATION REF REFERENCE v/ O 7. UNLESS NOTED OTHERWISE CALCULATED INDIVIDUAL MEMBER DEFLECTIONS(IN INCHES)DO NOT CJ CONSTRUCTION CONTROL JOINT FRMS FRAMING LONG LONGITUDINAL REINF REINFORCING EXCEED THE FOLLOWING: C COMPLETE JOINT PENETRATION FRP FIBER REINFORCED PLASTIC LPLOW POINT REW HE CL CENTERLINE FS FAR SIDE LSH LONG SLOTTED HOLE RET RETURN Z z DEAD LOAD LOgQ L DEAO•LIVE LOgO C CLEAR,CLEARANCE FT FOOT REV REVISION Ly ROOF MEMBERS: ANCA U360 US 0 COL COLUMN FTG FOOTING M MOMENT RD ROUGH OPENING FLOOR MEMBERS: 1]140 U360 0240 GONC CONCRETE MAX MAXIMUM HJ CONN CONNECTION GA GAGE,GAUGE MC MOMENTCONNECTION SC SLIP CRITICAL WHERE,L=SPAN LENGTH(IN INCHES)BETWEEN SUPPORTS.(FOR CANTILEVERS,L 15 COORD COORDINATE G_ GEVANIZED(HOT DIP) NEC H MECHANICAL 3CHM SCHEDULE TWICE THE LENGTH OF THE CANTILEVER)NOTE THAT THE TOTAL MAXIMUM CALCULATED CRSI CONCRETE REINFORCING STEEL INSTITUTE GRTG GRATING MFC MANUFACTURED SECT SECTION fn FLOOR SYSTEM DEFECTION WILL SETHE SUM OF THE DEFLECTIONS OF THE SUPPORTED CTR CENTER MFR MANUFACTURER 3HT SHEET ELEMENTS IN A BAY. CTRD CENTERED (H) HORIZONTAL BEAM ORIENTATION MIN MINIMUM 31M SIMILAR W n MCP HEADED CON CRETE ANCHOR MISC MISCELIANECUS 3L SLOPE L� 3 N NO PROVISIONS HAVE BEEN MADE FOR FUTURE HORIZONTAL OR VERTICAL EXPANSION. OBA DEFORMED BAR ANCHOR HDR HEADER MTD MOD.. SPCS SPACE. r DBL DOUBLE HER HANGER MOL METAL SPEC(5) SPECIFICATION(S) W DEG DEGREES Ho E HORIZONTAL SQ SQUARE AY DET DETAIL MP HIGH POINT NUH NEARAND FAR SS STAINLESS STEEL Ll DIA DIAMETER HR HANDRAIL NIA NOT APPLICABLE S. SH OUT SLOTTED HOLE DRAG OIAGONE HSB HIGH STRENGTH BOLT NIC NOT IN CONTRACT STD STANDARD OIR DIRECTION NOME. NUMBER STIF STIFFENER OL BEAD LOAD No NOMINAL STL STEEL O n O. /� O DWG DRAWING NS NEARSIDE STRULT STRUCTURE J 4 NTS NOTTOSCALE SYM SYMMETRICAL ' 1 't ABBREVIATIONS SCALE yr=r-n 50 4y 314"=1'-D° DRAWN BY:HD PROJECT NO.:2022.352 a n a]0'QA'D•2 DF-I IT QCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 25560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J 310.670.9144 ll.s@shepae.cbm SHEAR STRUCTURAL Mlw HOII Digitally signed Y by Holly Jeffreys Jeffreys 2023.05.22 17:07:58 04'00'0- JEFJFRe j ��•�r0`"�sCENyF Ly� 6 4Jp191'�G?`� aszasa This nem M1as been elecVonically 119— antl sealetl by Holly Jeareys,Fl-I. a[enae names.A2T59bnmeantlrbr ft,stamp uai,g a tligiW sigignaWre. PMletl upies MNis Grcumenc are nm auieemtl signed antl seeletl and lite Atlantic Beach [v9natu a muni beverileJ m any lecn.i[wpn. 7 �I Atlantic Beach Country Club G Phase 1 Construction Documents 1600 Selva Marina Drive - - Atlantic Beach,FL 32233 REVISION NO DATE DESCRIPTION • 3 0}30.23 9M CD 4 23 PERMIT SET It l}k F. COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE SCHEDULE(PSF) EFFECTIVEROOF RODF OVERHANG WALL WIND AREA ZONE1 ZOTE71 ON- ZONE ZCNE4 ZONE5 z Q 25 SF -56.91*24.0-a5.1h24.a 1 _11-9.5-Sa.ON36.5 J U SCHEDULE NDTES: Q 1. 1'IMD(-)SIGNS INDICATE PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACE,RESPECTIVELY. 2. FRES URES MANUFACTURER MAY DEVELOP WIN BUILDING CORNERINNI-ARGERACH TRIBUTARY Z 3. JOIS UPLIFT ALCU ONTOBE DEVELOP WIND PRESSURES BASED ONIMGER TRIBUTMY AREAS,DEAD LOAD FOR UPLIFT CALCUlAT10N TO BE 5 PSF. Q C/) r Z w Z f O a " O U F— Y) w - H W Q_ 0-S0.41 SCALE:,>Simimlm DRAWN BY:Aum. e PROJECT NO.:2022-352 nG/00101 DCDNAIT CCT SECTION 013330-STRUCTURALSUBMRTALLS SECTION 03100D-CON CRETE FORMWORK PART 3-E)(ECUTIDN SECTION 032000-CONCRETE REINFO RCEMENT SECTION 033000-CAST4N-0IACE CONCRETE S H E P P H I R D PMT 1-GENERAL PART1-GENERAL 3.1 INSTALLATION OF FORMWORK PMT1-GENERAL PA RT I-GENERAL ASSOCIATES I SEC TION INCLUDES 1.1 SECTION INCLUDES A Comgy a,an AGE 301. 1.1 RELATED SECTIONS 1.1 5ECTION INCLUDES A SWdual aLmnals.dude snob dgsdesign wlwlatlirm,oagrane..usbetions,whedules, A. B. edn.wd formwolk,e<.naeie members sad-o- a of to .snaps,argnmmt,aa.aum,ma pmieon A. Secem013330-SwcWral Submittals. hem A. section intludes rayl-irvplaro mn[rete waklndl¢Ietl in meCmtred DOwmeMs woMerw9se required fwpmper ARCHITECTS+ENGINEERS performance Manz,ndmentlabra Meda.samges,broMaes and Omer tlab prepared by he Conwctwa ac¢ssode. hahtaktl.wMhin ldwance GmBt dACI tl7 Ona ao[amply sMth me Sudece FiniM tlesigna.ons spedfietl in B. Setim 014525-5wclwp Tesvnylnspec' AgoncY Services. cdmge.dn d me work .,a. thEldor,mandadurenl.whor,fabri.t.,wdisWbdmand-bi ill-I.sampan.el 1.2 RELATEDSECTIONS Section 033000'Last-IrvPla[a Lonume'for.1-i finish., C. SecOm 031000-Concrete Formwork 1.2 RELATEDCECTIONS 26560 AGOURA ROAD,SUITE 106 Prged. A. Section 013330-Sohn-I Stoiltlas. C.Limit.-crate surface negulaMies asfo0ows: D.Se<Dm033000-Cest-Ih.Pla..Cokkh a A. Section 013300-SwcNnl SubmNals. CALABASAS,DA 91302 B. SubmMaN by.e COMmdOrare ndeperf d.e C-Vas Donhmmas. B. Seti-032000-Concrete Reinlorcemml 1. Surface FEnish-1.0.ACI117 Class D,1 hi(25 mm). 1.2 REFERENCES B. Section 014525-S-1.1 TezMghooPihtion adaill Services, 1.2 RELATED SECTIONS C.Setion 033000-CohJ ala¢Clone. a. To be Chad on ohm-sudacee rid exposed b waw. A.ACI 117-Stalkad Spleficadms for Tolerances lw C.11nate Cmswdion and Malenal, C.Section D31 WEE-Concrete F,-work j 310.67D.9144 will.fi&NEE-ae.gom A_ Sadon0133 DD-SubmMak 1.]REFERENCES 2. Surface Finish-2.0:ACI117 Clasc B,lf4InM(6 mm). B,AGI 301-Starddk Spedficatimsfa Swttval Concrete. D.Sedon 03200.-Con.rne Re'vlfomement. wapsls 1.35UBMIITAL PROCEDURES A. ACItl7-St-tlak Spm.ralimstdr Tolerances lorC-crece ConswNm and Materials, a. To be used on.tchak surfaces exposed m vlew. C.ACI 316 BuilCing Code Requirements brSWaura Loncrele. E. Sec.-o362o0-Nan-Sndnh Gmd. A prior to the Ennial sutati C.-a-hal subm'n to me Design Prdessionme.melded Cuhhh-he B. AC13111-Stakal SGae.�eems for Swdunl Co 3. Surface Fimsh-3 P.ACE 117 Clan,A la inM(10 mm). D.ASTM At064-5tandao SpI-fain for Canin,Steal Wire ad WeEded Wire Rainfor¢mard.Filland 1.3 REFERENCES rnrardtxe lath Idonoth and SMeddefaranon nAppensixl. C.AGI]18-Building Code Rmuaemertls for3wcWrel Concrea. Tobe cad allele ndetl-the draninge In erchnaltI kinkMtl mrnhhh, Deformed,for C-ohne Raiofor¢mant A ACI 301-Spvifica.ons for Sadiron Comate for Builtltn9c. B. Suahltlak Mall ba amdmpaNad Dyat.nsmltla leaewim t,e ldldwing lnmrma.on: D.ACE 347-Gultla b FumwoM fa C,nuaa. D. C-swdforms.ghl onou9hfo_aha Eoas d mncrekm ar. E.ASTM A615 BYntlak Spedfi[e.m la Defamed end Haln Bkel-Stmt Ban fo-C-reale Reidw[emen[. B. 0.01318-BuilMg Code Reputremenl,lor3wcbaiConrreae. en ".?hl aAxR.1s•.arAaal 1. Prged name. E. ASTM D1751-SrandaN Spend .for Prelamed Expanse-Joint Fider ler Conine Paving and Swau.l 1. MEnimhejoind, F_ ASTM Al06 Sbndao Speafi¢lim for LawNloy Stet DebrmeO Be,fa C-crek RaMor¢meM. C.ASTM CSt Shendard Precti¢Idr MaWg and Curing C,naek Teal Speen same Field. 2. "Ek. name. Conswdion(N-anrudig an!Reel lent Beumkms Type). 2 E.pmd Cinud.:SymmeDlcelM align janh in forms. G.AW5012.1-Rewmmentld Rati¢slw Wdtling ReiMaang SlmlMdel inhal ane Connections n D.ASTM C33-Santleo SpedRcalion for Cmwele Aggregates. 3. Dale slbmnd, F. ASTM EISI-SEantlartl Ten MemO&e 1,Wabr Vapor Retention U"Gin Conradwith EaMUntlm C-[Me E Cwrswdrem.vada forma for easy removal wimoN hammering a prym9 against comate surfaces. Rinhd nIed Concrete C.IVEE 110th. E. ASTM C99 Sbned Test Methd la Cwnp.a Strang-of CylEnI Concrete Specimen,. 4. De-0.of....uomdladienMy work and prdud by Speamoll Sed.. Slabs,on Wais,or as Grand Cove. 1. Pr heaushwmeckng plates where s"EVES may denage cast-concrete sVba H.AWS DIA Swehel Weld Code-Reinforcing Steel. R ASTM C94-Standard Speclri.ndnforfieatly-MixdCoh- 5. Numberdtlrewn9a end Omer pv.nvM1 data 345UBMITTPLS 2 RDviOemp mwsfm.hclnea surfaces sleeper man l.ShirUmcelmtvertlul. I. CR51--Manual of Phil Ona.-.an.63 end 65. G.ASTM 0138-Skndara Test Mefood far Unn Weigh,Viek,and AlrLmtmt(GraWmehlc)ofGmcrete. C.Prwiee danhspam on eadh wdnittal lDrthe Oesipn Prdessi-aft reviewats p. A. Product Osla:For sac,dthelVll.x.ng: 3. Install keyways regime,recesses,and dkdha % ,..e1,bh von. 13 SUBMITTALS H.ASTM 0113-Sdndao Test Methodb Slump dHydreufic Cement Concrete. D.Tne type end numbadsubmMeia her eaM nem shall be in a.vaan¢wM3 on 013000. 1. Exposed wdace form-facing metenaL F. On ate rust-nand,naw"orm-lacing menobtl. A. Shop hiSm"l:Comgy aim ACE SP-066 I. ASTM 0150-Skndao Speafi..m for Portland CemerM1 E. LorMda small direct spec.[attontion on the submittaHo any deviation hour the Canaan Do[umeMs. 2. Conceeld suda¢Iam-fadnq material. G.Set edge forma,hulNheatls.antl lnteged'rte scred stripsfor slabsb etltieve mpuiretl levmions antl stones 1. NdM Design PrdeasimaPrior to debiting reiMor[ing steel shop aawings. J. ASTM CIT2-Been Pradi[e for Sampling FreMly Mlxetl Crowle. to CONTRACTOR RESPONSIBILITY 3. Famsfe,1,nM.I Cdumns. in hntati.mnrele surfaces. 2. Inclutle gating tlraa p.m detail lattrill banainq,ana placement K. ASTM CIT3-Slentleo Tesl Method for Air Comm�tdFreshlyM dConaete byme Vdumedc McNoO. A CorraaMrshell make aR wLmnals in aavan¢dins.Ration a.mswtionmallowthe Design Prdessimal 4. 1E,,e forms 1. P.dtitleane scare umsm suppon need amp: 3. Inclutle herziaes,length.,maleriak,grades bar schedules%tiol sial bent bar dotgremz,bar L ASTM C230-Standard 5pe[ifi[slim for Flow Table ar Uae In Tests of Hytlreulic Cemml. srMaenatimelor review. Void faros. 2 Uzalion -oR lempl. .-pacMgtypesweeds. enengemant lo¢dm olsgE¢s,lengths al lap splices,detaAs al mechaniraEzgice cmplas, M.ASTM C260.Slandartl 5petlfice0m for Av-EMreinmg Adn ixtura lrc Cmmete. B. Coartroaw shell clamp errtl sign¢M sheetdRIP aaaings and product data.antl sign or inMa eacn sample S Fam liners. H. Provide temporery oper.ngz fatleanods and asp -pats amere iManaarea dfwmwakis ina.es%ide. adaas ml welding spices tie sIonal hmp ap.".and auppone for mnaeth,reiMw"mmt. 0.ASTM Ca94-Standard Spe-non for Chemical Admixture fu Cmc-e. EA local8y.mplimcewX,regdremanrs d Comb-d0o[1nuMs.SUBMITTALS RECEIVED WITHOUT THE ]. Fmntles. t, Clone openings aim panels DgMEy..Ito loans antl tacitly bmcee to praveM loss of fon-. 4. Wr.nit asmpeon grwMwcemeM ximout atlequale secems,NevMians.ens aelails is nor �m�xnaeM'm Pontantl CemtlmSpe�cuadbm for Fly AaM1 and Raw or Celnnea NaN2l Posolen fa Uae ase MlnafaI STRUCTURAL �! CONTRACTORS STAMP OFREVIEW WILL BE RETURNED TO THE CONTRACTOR FOR REVIEW AND 0. kdeE'.jI"Mer. n'Mr� i T R U C T U R A L RESUBMITTAL 9. Insects. 2 Locale cempaary Gpenin9s In formsnincrosOkuwslo".ms. 5. Reproduction dSw"rrel Drewignlor shop tlrexln9s¢nd permiXd.Elettroac CrawbM files all R ASTME1155-Shendard TestMdndfor paermmlg Fbw Fla.ess Ona Levelness Usig.eF Number System. C.Canbaclar shall undenheM Nrt Ne submittal of me.quiretl tlowmenls does mol mns.M mmpli-ce aim 10.Wateatops, I. C,vnlereneior comeroanaedgm Mpennerakill.-R c-trek.Prwide3.mob Mamfernallcunere. rid be prwkedfothe C-Vaaor. 5. ASTM 01315-CWntlao Spe�¢fon for Liquid MembranaFormng Composmds Havhg Spe.ia Propecties for Ne regaireman.of me[mora Ddwmmss;gnlytMmlw%radiewd by CA,Deign Proreealara c,m.me 11.Fwmi ate egant , a.m.trotionjdims.avedep loans dao prevmuzEy game mnwMe nates:foam l2 kMea. B. SWmil aceNfi"tlonhaneaMmarelf, poll alli Real Net mnMals meal me ragohemenls dthe Cu nn,and F..ag Concrete. compliant B. Strop Drawings'.Prepared by,and ailnd and aealatlby,equa.Iprdoo..a.Ingnew rezmntideforNak K Porro openings hooses,Mads,tankages,keyways,rs I blorJdng,screeds,and DElotha srequhed in the ASTM and ALE stmaanteeferenced. 1.4 NOTICE C. it 1,the edrrbadors respomieility to WmiaM1 equipmani maknms,ane EMvfa t,e Project whits meets me prepatalim,Oelaing fabrication,aszemdy ens suppon dlorns. work. C.SWmil on",ho repack Nody Devgn FhohImonal ant Swdurel TleningAnepeldon Agenry not ksz than 48nwn!nor to placing requhemeMs althe codes antl euthai.es qudedas orales Ne C,ntracl0mumenls.Propnebrytleme - Fa expmea veNcalc-orale walls,intlkmI dimonv,nz Intl forme to".ons. 1. Delma-izes and b¢6ma from tradesproviding sunt items. D.$uDmll maMdadurers tlak ldr!ensile antl compasswe spin. c-,rtk. epedfid herein onty.-.M a minimum Wh.oked antl aemeac stmoea antl h it inwmbent upon ma 2. Inahone dimenaion and b".ons dcdnsbudomIndmwemanl joints required to conaw[I t,e 2. OMan wrMen apprwaldArMBett pnatd lmning opInin9a nnntlicnd on hal 1 E. SVOmll maadaaurers dab inducting ihnmla.-ncunmIntla.onafor dowtl dheive. 1.5 DUALITY ASSURANCE �. Coal adat,to nailc.,kf Vk ce done..proprielzry itams any praposetl subatiMdon aim the meas s aim ACE 301. L. C-swMon antl Movement Jdnk: 4 OIIY•Lf1YASSURANLE A. Sw.rtal TstlngAnspedon Agenry shell pal�aN`^ollovnng pea fly olMea Xmms: Ind adhon0es. �mLornl-d mnawdialoipsis subjedfoappmval al me Ardtned 1. Cmswdant weld mfa"s perpentliwlarmauda"dplane dconcrne. A. Coordinate and sMetlule in a8mlymmnerwXh Ne SwcMMl Tez.npllnspedm Agencymefpll,wing Wallry 1. Eyamne wnuleln wdao veMy ohne app Mperiy detl. E. By reviewing,amrovingvksuhmittingahopMawirigs,prduatlaln,oraamples,Cmaadprmereby 3. Ndi¢lelmaeVndwaersldpe. 2 Ihsa.sosaen9maMapVeE.,.bE ..dh,a Iimpaie,atbtdithe biWedoran relkland emr. 2 Peb-e numb1.1.,tleemMhaolb. ryfo,.--nrraleload.Recutlifvraleroratlmunrtesara Digitally signed represonrsmal riahasdale-arid and verifietl ell!ltl meesvremerrk,idid,waw..- in...mannal, Md'_.f_MerLE' and form lne lvmna.on ctekils. appovedMOevgnPMessional. 1. Ed VeMyre Wang etoel lw quan.ry,size,lma.on,and soppd. 3d Canrmne as.n�OdaN-e caampa adddiof�l eseMtfi aey'slmurd ant mnuelaemimore Holl 9 y 9 embe.sizes cemlogm mibr Bata and lam he rias necked ane coaoirkmd Map d.wings nit, 5. tntli¢le propmea s-duce antl sequanta dmnpgg dforma,shdnghtahvelhonMang 3. Pla"Idnd Perymtllcularto mainranlacemonL 2. Verily poperreinfactngeeel<aurekcoverage. A' q Y by Holly Jeffreys the requirements d the Preeed and of the Canada Dommenla. mideaon end¢moval. 4. Locate jd for beans,sEwS,jazts,and Sloes in the iriJtlle tlmtl of spans. 3. Innped oreMenE.l ablate char,and rantdrmment wddnq. .ceding 5th W.plus one sample foreaM addennell 0 V Intl. F. Walk requiring Mop Maah.ho.whether curled for by the Conhad D.[imam w f,Vp,..kE by the Conoth . OOsel joint m gileee A minhitum dide.-Ilei Ibears widN horn abeam gala B. Sh.-nal T.Inngllnspection Agency MME,-.spetlal ins,...w hinElred by Chaplet 11 of Ne bolding a a. A.nninnien,koam 5 compressive etrenDth ked.for eeM wncrek miidure per ACI StB. Date:2023.05.22 shag hot commence unil the bkhV i-has been reviewed by the Deign Profecional.Work only PART 2-PRODUCTS Inkreedon. cde ad as re wetl by"Idd[a.-O1152S. 4. Pemmpdsaeate I.onerher ken.MV lmrcknned mrFospecinat hill hin,iontid on. -rad I �^ `, u 8lhe Contractor verifies NeacwrecydNe Devgn Prolevonal's cwrectlonsandnoklfonsentl 21 PERFORMANCE REQUIREMENTS S. Lamle horizomalphl.in walla antl columns al underside of T„rs,slabs beams.end ganders mid C.The SwduralTo.gllnspecaon Agency trim De�eal.dna.oroIn¢wi.ASTMC107T and ASTM E329 peamInt pwsmfor compresive caengM1 lesdhg.For eacn se[mdtlM,recao: Jeff Ieys 17:08:18-04'00' canpleaim Nem A.excehem anowllMd requaettEInang..CdNt aSam or..-.Time, A. Loncrele Fwnakol,.Design,engnea,ereca,shwa and bate,antl maintain lormwdM,sh......drenhdrez En m me lap of footings or floor slabs. IdrtesmBlndl"ko, SNmp - 1.5 DESIGN PROFESSIONAL RENEW ..k aim AGE.1.1.support Val IakraL matt,and tlynemic loads ane conawction Emds mal R Space vv.W jprds n walls per Spa.?codon 03300.Last-In4t e[e Comate, 1.5 STORAGE AND PROTECTING . Nr rant-t 111111/ A Oestgm PMal l.11 review-ithls aim reasmMla promptness. might be applied.un.E n-IEens Isuch l-cts,...hat resulMg.-ohne conforms to be requ4etl L.Ii jank bezitle beta inegi l wM wank.near.,.I.antl;.concealed to lknz A. Storera'Mmdny eteel Mwe ground eO Nat h remanz dean.Mainkin nmisulacesharhan mnenais and d. Tem�gWre,amdenl antl conude \N1NT`.(JEFFR//// DengnPMeasi-al's revieww[onecai-Steer onlyfo me generel artengemmlantl cdnlvrma¢edthe a,apes linos,Ona eimatIloa. a whve possible. cm.ngn whits might impar0od- a Lo¢Em subjectdoe submMals wnh me design con"qd.e project Oto ant me nlo-a.-AIVInIn Ne Conned I. Devgn wood panel lams in a.cooame aim pPA's'Cmo-ne Fanning Deni-IConnudion T. ProvEae-et -IDlnd in awwrtlan[e with ACI316. (, My pervneMk(o-mMnd on,sunt as aatl.on awmer,admon dadmixlures,m<. `�y.0 10 Eha, FLdi� Dowmen:s.Urknno.ndN-ssnoulO Vre Goraredor.nsMerme review to induce Ne dlmmsbn%, Guioe.' 8. Pravitlet lR-inM-deep key type mnswtlimjmimsmmdol eaM gatemen fa Yabn,Deems, PART2-PRODUCTS I qubeMes,and do.1.of Ne hems nor..approval d an a .In yam whir,theikm hkk-. 2. Design lwmwdrk to limit tlaAedoonad lacing mdeha to lzJ60 d canter-tri-ranter spacing of rid footinAa.Bevel forma lir easy removal. 2.1 MATERIALS 8. Repos in wd.ng,as tlhecasd Dy me Deign Protest;-al.on t,e same day Nat tests ee perfdrtne0. z n 42Tm• _ C.Design PiVfi naE'a review ahel not relieve the Chloe—from rasIF...bilary Eor errors or arabote En the tuppdcts. 9. Removetonne pantdes and lakncy horn wdace prkr to bating me nen lift Chip the aurthe los _ Omormetl reWordng neo ehaR mMomtm ASTM A615.rderlo5wdureEDawings for Sade(Greae 60 Reports of compressty I.,SN It.Inelcontai.me projetlideadirabon name and cumber,dated 1 cub..N. 22 FOR-CING MATERIALS tlepth sulhcied to.-I.cwntl conaele. A mninal eget ant namedmnane ceatng agmry,<increte tlesign compressive shengm,lowdonot M_Rovide le conch in swdure,conaele mu prmoNms and materials,cmnpresnva breaking-9. 0. D..in reviewdwbminalz Mall not relieve ma Comrectordrespinnibolry fpr Iny tlenaidn 0. I-le-1. Malvin: lmpamrypanswppenings lnfarmwork afiere requhea mfaolttate daan'urg mdlnspaction. B.Weleedsteel wire lMric anaD.Morm to ASTM A1069. -[rata Via[ Hyl, a aTF:.F ` henme requiremems d Ne Contra.Documents-lessmeCmwda.rias directed epm.c atbr.on b the 1. -it...no.boa.ors antl smooth conaria wrlaces. . Ld VDam and menta En bptmrndveral forms.in in<-splu doetion,he allow Tedng 2.3 AC CESSORYMATERIALS antl type break tleviatimmthernedsubmission-tl the Oasiyn Profession-hoc even written approvd to the spec.[ 2. Furnish in lar9eslpredi¢ble slaeamminim¢e mmDn oljoinls. wdu to Mein nealeds:eel tie wire Ma.be l6-ll�gage minimum. B.Tne ready-mixes conaele pMnl sndl be ceNRM racaMortnmce wM.arequnemmis mlme Natiorrm Ready 3. Awepkbla Matevls:Nrequired lo[omply wM SVdece Finish Oesigne0ons spea0ed in Sedon 2. GEoee temponary pons Intl openings aim tight-fi.ng panels,flush aim lnsMela[e dfum,antl B. Bar nuppwU shM be ple lc-dppda el Ckaslbw supped mMamng to CRS;Spetlti"eons_Conaeae brick Mix Gmcrek Nwpe.m. E. OeaignPMessional's review olwbmidab thea notbe mnswatl as adndan9 arrydrInge In Na.Oconee 0330.0'Coii-In-Place Cmaek.and az fonovs: N.Clean lams artl titlehad e..,d t,to shot beeippene inRemwela-waaa,dcawaust,drt,end otller daDAs 23 SPL ICE RS be mM to wpponreiMorcemeM to onaio proper beharl. meats, bulkig end,n�atti¢Ln Spe<fihEhi 014525,C. II prpvltle special inspections as requvee by Cnepler ti of me �S370NIpi(„O\� w Conrad Time. a. Plywood,month.m o.xapproved penei met Mals. 1 1.6 SHOP DRAWINGS b. Exterior-5ratle plywmdpanels.suitanteformnveb lmns.mmplyig wM 00CP51, just Defoe paang fon rate. A.Tensile splicers snag be capaDleddeveEoping 125%d.areiMordng[tam ASTM apevled tninvnum yigd 1.7 CON CRETEMIXDESIGN e�aias A Preen inaclear and thorough manner.Title eacn tlnwin�wlN Prged name antl number.itlenNy each and as follows: 0.Re.'ghlm lama ern bracing balore paang rmrrek,as requ'ud,to prevem mdvleela ant mairNin proper strength. A 61aDllsh concrete mlx tlevgn aip0ctimsin amwtlance x+N ACI318,Chapter l9 and 261aeadlc-[rete NamedMewinga by raerencek sheelnumber ane de dContran powments. 1 APA HDO(hi dens! ad aligmm-L B. Compmvion splimn small be Nemwnanl¢Itype wM.at the mmpressl-saes is vansMttad by end svegtn noes on ane ton..tlmwi. Thi.ham has bean eiadmmcall 191" S. Reproeuc0on of.adoral orawinas for elrbpN mop Es no,permid.t.ElacbdMc drinking files..not he 2) APAMDO(mdiumdan� y)na P. Coal[obliniada¢cdlamsvnm faro-releasee bin deaurers wnnan bseuc.ons,hdore beats hind in c-¢ntdc mead. p. .1andt one.mix desiiis Entlutle the hexing: Ins M ave y);maprelease agent aea(etl and edge scald. San.acco gto man g arksealedbyFlod,271.on the o,Elaine podtledmme C,nBador. 3) APA Sw[Wrelt Plylprm,&B drbder.milE ailed en0 degeseaed. plsangi ramlw¢mem.Do mol allow ex"ssformreleace ageM toa[mmulrtenfwmn acomeln c.nkd w8, 2.400WEL ADHESIVE 1. Type-dquzn.0es dr-lariats, arise numDer82T58m.etlate anNw C.lam.fyfeld dimInvms;s,ow rla.onsdp maola.-1acr'm¢IleamredWdk or products. II APAP"'_Class 1,B-B ar beeec,mill oiled and edge a aIbl sudacea apanst whiMhiMmnanemil,paced. A.Nhesive for raMorang doweknexislinpacdncrek shall conform to ASTM 0881-13,Type N.Gatle 3.CLASS 2 Stamp Tc gone them,ushnga III eika 0.Aco done maMed swaurm shop tlraain ion the De I's review skm be mainkind B. Cmcead-be Form-Fad Maledm:Lumber,gywopa,mom,plat.[.orammer tenor. 3.2 CAMBER a A,B,8 Cex[ept gel limes all epoxy.MM.Adhesive MME consetd a two componant adnabov syntem 3, Air mond PI- -this da<umml are rid py gsw sign Prolessiona pis to rip approved ma A Camber--wdMfornam Ona beams lo.m al-¢lob sib. 1. Provide Wmberdre%sed-m Eean two¢ages andme plea for tiyMM. ponaale fa eMicipaetl tlenec.onsin fo-wont pnorbhwctw.q cmkind in side by si0e pada9ing cmnwktlmamixing nomexmiM thoroughly mixes me mmponeMs ash d. Frets-ttwailM. mzitl retl sgnM and sealed and me PRODUCT DATA C.Frons an Circular Columna,Pediole,antl Supiked:Man yEes-66e-rei-and pasta[,paper,hi -I, of-ad.olon,hMlderan.estpmdoJ1,ACI117. sinjedetl inlo.ehde.Adhesive shall have,ssetl lCG Evaluation Cervices,Inc.Accepknm Cherie 30B ldr 5. Aggregatessieve analyM%. sgn be-.I arty A Submit onlypages vMM are peNneni mats eaM ropy ds:antlao pdMd Dau foitlarN(y pectinmlpduds, Nal protluce surfaces wXh 9retluel orakug neguladge nn exceeding spec.ea lmnwwksu'n' clad_ B. Bm screeds to alike cambn to maintain epinand E-hade thidon.t. Ing term seep Intl hesporificahyap,.-d use In cake--VE. 6. Design mmprae[ive""ngm. meib raced to Sp..--Sedon Ind Nide nubbin,IIIrefer-¢eandi per lade t. Provide fvma wan sW.-t aril micknees to raid,Led.bon-Ideas all tletrimmlel 3.3 FOUNDATION ELEMENTS T. Loca.on oN.-T.eM in swdure. Weiectranic copies. [hared Eh"..and capadie3;wag ane pipingdlESB ant mnhols;component pant;finizne; ddamatoo. 0. Fosm lwndauon elamane 8 sal orMe c kkatt0ns are sunt that earth banM forms are Ithadebah, PMTS-E%ECUTIDN S. MM,d dpla"mets. regmred dearan.es. 2.3 FORMWORKACCESSORIES B. Slaes d.Meda Vale beema.founda.pn wens.and hanee Gown li.be holl be knoned. 1FABRICATION 9. MMd of EhA9. B. MollymInuhrduMastanavtl tManafic Maxings ane aiagremstosupgemem almeao information and to A.Famwdrk attesa<ries that are embedtletl In[,morale.ntluting Des and hangers,May be. nnortally C.Maintain minimum-verege draniorcini,[teal as ndi[aad on Slm[NMI Drawings. A. Fall stal acc,rdanm wit,ACI 319 and CRBi nantlaros 10.Sevan-0ay and 2Gosy c.EVas .ctrongma. provide niwTent.spec.taEEyappi¢hk1.t,e-..Diana infahlaol ahlch is ndapplcede. m-dadeedppducls.on ndusenorhalki desire I-6es. 34 INSTALLATION OF EMBEDDED ITEMS B. Badbarscde.Oond hen or Tame do bars.rvo fintl bontlig of Dan paNay ambddd In[meek Es C.Concrete supplkraha05u0m4cemfi¢.fors mature meknals used meet wpii"Oie ASTM Spedfican-s.Mtx C. Provaemanu/acture,preparetlon.aasembly,Intlins(Mation inswdms. 24 FORM RELEASE AGENT A SakOna secure embedded plaks,bearing,Mks,and-MahoaaFamooan"wM approvetl eeNng pemliaetl,unless spedfi¢Ily wprovd0nign Prolesvmaand Merkel DyTedng anO lnspemon Agencyfor tlesigns rid cinlomnmgto the above sails be rejead. 1.t15AMPLES A-nall...b ageM snap not mad wlh,stein,nor adversely.-az mete salads and does I.kil rdrawing.and in such a thermal,pave.disga..memm 9..-all necks. D.limits on mmIn..dus methal wDstlubamwnu.k rax assign: A Submit hal rangedmandadurefn standard III except aha,.nae...,a roqukemonls are subsequam vemmaMa d.norne cudn,.e. B. Inzkll-tlhwrotl,.a mutely lo¢led,to mevavons r Kiva Ind.mgyig with lnlerences in Salloin n 7.5 d C.We.onlya. di¢kd.Pedirm weldingin¢.droan.e aim AWS 012.1 antl it AWS Dl.4, 1. Flyash(ASTMC6181 25% apa...lntlicavnq cdors,IexWres,antl,Mems. 1. Fprmulme I.-,ece Skkd rrunbmibhwlwnellwm-lanSn mkceriaa. NBC 303. D.THE reinfomag sill to,rosy iderdifiken.. 2. Stag CemaEd(ASTM all 30% B. Submit sampan to ilus[rele fimtional NaradMs.¢dprduck.lnduding pans antl aW<hm-Is as requires 2. Fmn celeste ager.for iamlines shall De accaptatle la form liner mandecW-. C. Insall and emre in pm..I requ"vM nzects,,mgea,sleeves,anmors,antl mailers. 3.21NSTALLATEON 3. TdaldFly Asn ryas Slag Cemen140`/. by Deign Profesaonal. 25 FORM PES D. k mnbnuoue ve'cal anneal an[M1Mng slob wish Her wipe of iniersed-s d[mwde and Inas-ry A. Bdore placir9 cdnvde.tleIn ikinfl in,had d foreign paNtles a no coa.ngs, 19 SLUMP C.Approv samples whicM1 are dpropvaae may De ircapadMln Work. A FadA,,-abnmletl,removable for snapM,pass-fiber-reiddmaa ges.[Or metal fdnn.es tlei-etl herein wallsiunless lnih.boddmenrseby Ne.e.nee. B. Ram,suppoct,and sews reiddremneM gains angacemenlM accatlance wM ACI318 and CR51 A. Design cancMe wlhamaximum slump dfive intoes. D.Labs each¢mple wM iden.fica.m. !atrial pressure dheshcmaece-formn antlb prevent spalbg olconaelem remora! E. Cieme 13,1ed hemcimmetiamEy prior b[ontlak pecameM. Randa...N not deviale hdm alignment ormeeurement B. I imp Sealer man five inches is tlesiretlN SM1all he a[hievM wimahigRnnga wakr reducv.Odeign lneAtlantic Be ach E. Fido FiMMm:Provise WEE samples m Pmjed,nloca.one<[ep:able to Design Pr,lelfloi ea requild by 1. -lb Vais Ill.leave no corrodible mean a a., In l in[h(25 mm)to the peen,d exposetl 3.5 VAPORBARRIER C. P rateban.reafoinemona wpeon para I main ednf_nhenl. -cre:e mh wMadghage wmv reducer slump of nvo-a menaXindes pluses Aan...h.a d.no- Ih indjvidual Spec.catlm Sectil Install eaM sample canon,and fnuhd.Nceldate,III besin pace may soda", reIrld-on Davrims,pacevapn baderdversawer,pptng,and granular auathee,Wabelow conMits p.Ine.welled-wire helloo-Eard in 1oni prdddcaele!Bright. aches.The mkilimum%Mrm Mer higlerml-Ill reducers are added snail be eight In— _ be retaindmcompletd work. 2. =kin that vdhan removetl,leve Ades no larger YhanlinM(25 mmlin diamdvin.ncrete A antl aids.Ino.Mind msuk.-antl expansionjdnts al vtlewe ls. 1. Lo¢le altad airefahnck tice by thitl dslabs unless emanate ndetl in tlrewm9s. 110 FRESHUNITWEIGHT 1.9 RESUBMITTALS soda¢. B. Lap vapir heartier six index minimum al splima, 2. Ovedapmesh,nelapplun lw,inchitiamdemdeadjoant,ONsatlapsdediowngshanwidihs 1 A. Nonnel weigh conaele snaY nweafres,ono weigh 01110 to 152 pd. A WhensubTdha rerdumdlo.eC.-ilk-ohlOasi Proleaonae.rre.-th.c.orea.ahal 3. Fortis,besn ItA Iwalea-barter ailsinairared1...ivetlam odin C.Go rat Nnctu.v Vbade. Io prevent[maims!apsEndimvtlhocvon.t oVerapzwithwirea. AIR CONTENT AtlanticBeaehCount CIDI) 9n gra gdes low ppr Aor 3.6 REMOVING AND REUSING FORMS 3. S nallndexcead2tem. 1tA. No entr.ndan.mem is ragdvM n.-ale pb"dim the foanaa.dn. erequired[mections.Up-repueL rewbmitone cdrredd sd. waaryroMng. Wpods .,s B. CdrMctorsM1alldireclspec;ncatlentiononmeresubmiXalbmlrevisimsinclutlmgmoserequenadDyme 2.6 DOVETAILMCHORS A Fonnwahforzidesdbeams,waEls,mMmns.anon!mllarpadadfneWdrkNeldoesndsuppodweigMd E. FumishInd insblldowelsormeMani.!SplicetaliMersw�idnsMwalls,cdumnsanopierslopermn B. prwiaeanDainMairtmlemparmendeealiwandeapwpa¢tagaytpaaReeinawdmaldmwirr,t. PllasOl Design ProkzsionaI on previous s.takediin. D.vekl-Hors shaEE moan d24 gaga galvanhetl mel oovekllIntlhrxng alta aim Nlnsmps antl l6 gage c-uele they be rermvd Mvcwnulativery-ring etnl leu man 50 seg F(10 tleg C)fa 24 hmnaTe continumsmdorcemant-tlevelopnantkngms a[suM intersections. ms Tole.nce do dr cwaInlas tleyerd s,allbe+l-1.S perrmt 1.10 DISTRIBUTOR A galvanloadI ceilan,hors,wlessomeansendedInDiTemngs. pladn9c-Trek.ComrekIII tobehand eniill1k.otbetlamagetlbylommrernavalcgeraamsand wnng F. Mantaincwerandlderm¢sinecmd-cewMACImctCR515pvficaT ,udesamtlE¢kdomarcnseon Construction Documents A Distnbne reproauddnadMdp arewings,[aple dprodud drta,ad sempks which bev Uu Design 2.]VMOR BMRIEft and prate[.-op...m neelb be ranlann.d. B ...E0rewn9s. 112 WATERICEMENT RATIO Prdedonel's renew stem b'ob s8efile,Re.o DocumInmfile,swcpntradon,supPners,bah.Meded A. Vapor batderahall unshtdpdydnNena.hen.Seo Acdlltedlormirknes. t Leave b-woA faheam sdMs,joins,dabs,and o.erswcdrel elements that suppdrtweigM1ld G.Preserve tlearen¢belweIn bars dndless.antincn,mol less man me bar diamner,-ria less man l-tl3 Co- remdo.w.-can rind dt,amnae- 1600 SeIva Marina Drive ll,and rNM1er mvoesreWiring ni-,an. 2.6150LATION JOINT FILLER canumehi gn,,�ai c-crete has a-ani at l,sv 7C percent nits 2 ly designr azsive times vze dlwgea aete,whichever istgraatan, B.Alla eandtakendealemerdn.hal haeaamaamum water"merd rebod0.66. B. WorkaMatl 6e En ade,..e...kin,ii and pedarmetl hour me reviewd erewigs. Asphmt'vnaegnaba premDldM fibaNiao iada.,n join[filler aM1aOc-iron wMASTM 01761 antl De 112-incM1 swngm. H. Setwire dee wail ends direlad into conaret,hotI-rd eaponed n.-b, L.Conrele ekmmla w'Min an aggressive enwanmona(Fxposure Claes F2)ehallhaveamaximun welvlcement AOanlic Beach,FL 32 A .ids byfull thickness dslabajaM.uMeu ndi.leO ONeansem.e Drawing%. 2. Remove fomes only 8 zhorea flay.be.nall b peime,ohn.va of loans wlhM loosanng or 3.3 INSTALLATEONTOLERANCES reod0as. PMT2-PRODUCTS 2.9 CONST RUCTION JOINTS siauminq anorea. A. Comgy with AGE for inskllebri ble.ncea. 1.13 SUBMITTALS Nd Usetl. A.Prwitle key type areal forms by Vul¢ns<reedjoints,Burhe Keyetl Kddjmit lortnmFommA-Nay. B. CEeanandreper wdace dforms ti be reused in.e Wak 3.4 SPLICES A. SubmXamnweb mid tlesign as apeaM above for eaMYype dcancrele intluaMin..... REVISION 1. SpfiL frayd.delaminake,wo.vwise tlamagee fo-mbcing mneme!are una[[eptaDle for A. po nn spli¢reiMortemeM exceq as Indicated on Swdurel Drewngs. B. SubmBacer.fiw.onfraneach mandaclurar or supplie nadng.m makrials meat the requirementsdme NO. DATE DESCRIPTION PMTS-EXECUTION .x tInrfa¢c. B. Stagilarl em a-bro,emit ACE318. ASTM and ACE sbndects referenand Not Used 2. Nil.-AhhoageM. C.Temaon corpEen may be...and;eked in.moMance whh marufaot-spednmlann, C.SuDmT mandtiotbo s done incl Prdud Data-d insta..kohn,actions all the.11-ing hems. 2 Il IDDPRICING C.When Ions are mused,cls-surfams,ramal fins ant hlba and lighten k done jol 3.5 DOW ELSINEXISTINGCGNCRETE MandacWrers Dna small ntlude me nemedt,a mandadurer InO drtedNe pub...-.All mandacwrem 3 03362990%CD ENO OF SECTION L Nip.it aa-join.to_d dine.. A Eniiall adend I...od'....in acmoance aim mawladande.ramIn c,mdeal do,wall ba maimainedrt he prgem d the by me nmp dw. .523-23 PERMRSET 2. Do mol use pnchedfomhs lmeaposed tilkrne EauuMe,,.,-ad by-hoot. B. Mnimmn embetlmeM length Mal be 12 bar tlkmekm,unieez-ad ob-vise. s 3.7 SHO RING MLLA D RESHORING INSTALLATION 2. CMng mnenals APPENOIXI A. Comgy aMh AGE 318(ACI 318M)and AQ 301(ACI 301M)Ior tlesign inetalnahm.and remove or M,Mlg Intl ENO OF BEGTI.R 3. J sealing nhalmalz SUBMffTAL INFORMATION AND SCHEDULES rezhonng. I. Expanaonj.ho filial 1. Do nM remove Mdng wreMwing until meas.....of cls,mleren"s is<anplece. 5. PatMingp. PROJECT B. smry wnawction,exlondshdngwreshpnng overs sdficioni mmbvdslones to dis.bule lmdzin 6. Bonding Ogen. such a hi-nertha n.1-membv will be e.¢saivly Laded w Vveh induce tansi.stress in.-E, CONTRACTOR members mi--and nee ranfor[ement. PART 2-FRODUCT5 C.Plan sequence d removal d shores and resnnee on a kAd Carnage to[thank.Corers and awidei aoequale, 2.1 MATERIALS CORTRACTOR'S ADDRESS re%hII-,,kk c swddn alnodexcersiva caws ordeSectiIn. A. Maenals tlesi�nmedM specific mandadurars vada camas are approved,subject bcwnpriance wMh me pualsy 3.8 FIELD DUALITY CONTROL Ind pefanT. '..and hymen-dadara.Inhh,.n anda,eaa".ons,wNand byme mandamreld A Sp o,el lnt,ift ons:Deme..engage a jwedel inapeddq(rod)IqualiAd leMng Intl ln,pikol Sl. sunt makrials ere inclutl.0 in and are a pad dNesa spec.ca.ons.Uponre"Uh.provide can.fi¢.on hour perform.eld Isis and Inaped-a and prepare Int reports. menrdadeer w supgterihm mmerfai.designated by rekrence to ASTM ark ACI elandarde meet Ise PROD.MANAGER PHONE LI FAX I_I B.To..,Agenry:Engge.qom.edI-hS andinspecling Igan[y to perform teal,and lnnp,e-and to CO21mInln dtheeslantlaos. submit reparte. 2.2 CONCRETE STRENGTH SUPERINTENDENT PHONE L) FAX LJ C. In'Pedms. A. ".at.eoncrde weglha inaicetdm the Shd Drawings. InzpedformwoM for Maps,l,¢.on,antl tlimansions doe concrde member beinglormM, 2.3 CEMENT MOBILIZATIDN DATE 2. InspVhk,h.l Sconcrem lmns for Mape,Emav-,ane eimen,on.dtht t-.1e.-Car A. Paaark<ATE emem sDaO cdMdnnfd ASTM 0150.Type 1.uMess odea oNerwisa Use one brantl only. PROJECTEBMETT END OF SECTION D SUDATES Deenyfomhea. 24 AGGREGA Fine aggregate t [Ontpmh m ASTM L33. r B. C.."'not.."'not..ofd 6revd dr wsM1eo stone small.niam to ASTM L33,Class 3M.She wane aggregde m FOUNDATION CONCRETE STRUCTURAL STEEL MASONRY accnrden[e will ACE SIB, Il BREINFORCING 2.5 WATER A Wrier shay be pnable andhea d delnedms wOskn"sin acwoenm aft ACE 318. su.. AL DATE SUBMRTAL DATE SUBMITTAL DATE 2.6 HAIR Aire" E.F.I.ENT AieENTRAININ agentchat cdnlam io ASTM 0260. S'ne PreparMionA 2.7 WATERREDUpER A. Whoor Equipment IMamedon 2.11 HIGH RMGEVWATER REDUCER 11 am m ASTM 0499 V! Concrete Mlx Oeipn 0. HigM1-range wateraaucers(supemlaslidzers)[bell coMam to ASTM 049.. Founsation Reinio-cing90CHLORIOEAO G MATERIALS . Use IN chlorides o1 any bran In cmwek. A Eacbodan Retarder.Wmarowna,.m...E..brMm lwmn9.manes-hid fOrappSm.m..th mn.rete. B. Abs,hV.Covet AASHTI.162,Class 2,budap It...do horn jute dr kend.wa9,ing ap .ahately, (305 glzq,m)when Ery. W000 C.Moinur'tt Co�no CEASTM 0171,polyethylene MIT ba.-olyndil en.al /1 SUBMITTAL PATE a. LL Ambien)nt TemperatureBaoe50 de9F(10 ae9 L)'.Black. V AmbieTempa dare between 50 deg F Ito seg G)and 85 ding Ig F( C):Ny[dor. I Trusses 'crit TempeaWre Above B5 seg F(29 deg C):Whits C.Curing P.Pac Elgh6feet-(2436mmH witle paper,[.hating of two layers ol6bv d kmh paper l Erm,notl wind double me.,ofesphal. W ^ !1 Rema- rLL V' da COMPLETED BY DATEVa LL o E.I.OF APPEN..I DLL F_ Y) w LL w a R B O-SO.80 SCALE 3g-=t1 DRAWN BY:CLW c PROJECT NO.:2022352 nc/�O/rJ4 OCQDAIT CCT 3.3 STRCLureRALPANELS S H E P P H I R D SPECIFICATIONS CONT. 30 Hea-eoldr,LPROVISIONS SECTION 861000-ROUGH CARPENTRY 2.2 LUMBER ASSOCIATES A, MIX weather.ncrele A .. d edge ibmrpendinafW.mingm..is wild.ring Ash IIA,.sheet enesovarfirm baring. q, Lumberus.._emdrbere.hallbe in...Nene.AE,..ia'.values.a n.,Mas worn'agmles E. Weser Pmade or canplNn9 wRh ASTM C1fi021L1602M. 1. Procedure applies amen[.nada mix sans to ekceetl Titlerees FaMenhal. Provide atltl edge al.Ying between sneNs.3.wre to wmtl.mng wNr nNls INsee anOapadngMmnon PART CTIO NINCL .p-.by M.heal.review d-.can Lumbar St-decay Cwnm.e.Lubar shag be iderro'fed by F. Clear' WeteNome,Membrane-FOrmhg,DissipeSr,Curing Canpmnd ASTM C909,Typo 1,Class O. 2. Fame.reimamir,.mel-dsWgrtlesM1afl befogged.¢pnndetl.vial mol water.pnalo.n[,Me 1.1 SECTION MGLUOES Drawings. Grede markAelumbeehmeia.bureau or.game,apprhved by me Board Intl shall be as str=Me ARCHITECTS+ENGINEERS G.Cl-Waterborne,Membrane-F..g,Nondissipaeng Cudng C°mpwnd:p TMC3D9,Typel,Clus B,c...d rn pacenlmt. swo°ehami%lldshlID*gWfa Ode,p,rsW r°ofawv°tl M1a,Ma .laingazrndical°d B. Se[..A.annorm wndl°ngdo.ms p=U11 llit,Nds.vlNendswxf bead.g.Pr°vitle mfia D2wings. arm dm.pl-,s.o.intener.-.b .n mfl-.vend. 3. ExredMdlelem.d.Ne-al"a em., corn nese doddnge,...M..a.S.s...wondf...ng .naes.saean sp...o.mown.Drawings. 26660 AGOURR ROAD,SUITE 106 6Y gemp.n 9 97 A on Orawmga. C. Sewreflearsmntnin harnin .era with ones as etl antl sheet antl.war firm 1. Fada.,Mea.pimedlu.b .wi rdewmpdgredinglgenry. H. Clear,Wdefbame,Memraao Fannhg,Cenng Cvmp.,io ASTM C309,Typa 1,Claes B.18 to M pecans,olitl; Md1.1r ,hn l..m.n.asmona,N,, ausarefmishW,Idamellcmd...for al least 1.2 RELATED SECTIONS gp°rpendi.l,, gmam g9er 2. F°rexposedlunberindi,Na torecdveaslainedanatoarfmisb,°mr:gradesampandp.Ade CAIABASAS,CA 91302 rdpung,ndifad by[oang[OmVoudd manuadurerto no interfere AN,boll.oft-n-91 seven days. bearing,Ala.to homing with iinaor glue and"In a-, Grade ro plan ued by grading agene,. g, gadoSnln Com :ASTM C1315,T 1,Gus A.Mu. B. Coldwemhrrc.aote A. Seal.013390-S..urel3ubminals. D. Q,Nus.r b..dw l....a id ma ha baanaehedl..° iNlammaledfa[eagainatwo°dframing. cwdfirates of I. Clear,Sdvanl-Borne.MemdaneFOrmhn Cutin g pound ype B. Se[5.014525-St=n T,.,gA,,pe..Ag.yServices. B. Prwide aieomtl lumaer Al noes..Nen 7 percent and carts nm greater Nm 15 percent moisture f 310.670.9146 11n.6@6hepae.Corn e1 LEED VolatileO IMN,Comm,regaled... 1. Procadura,pplillw llemdoddma.lh.n3s.c.s ire days Ne avenge deny.1 lonar dere E. Owls OUND.IHh1/8-g.BLOCredmneD em in lined abremid, lrxwwcaw J. Cleal Warn, I.Mlld-e ling, nng.nd SeW.nGCanpouaa:ASTMC1315.Typel,Ga..,...,e, amps balm 40 deg,.,FMreMeil and stays amen 5(Ilion-fam°reaanonehalfdar,24£om C.SeNm 081753-Faanmted W°°d Trvsses. 3.4 WOOD GROUND.NAILER3,BLOCKING AND SLEEPERS 1.3 REFERENCES A Provisewhsever shown and whoa,aqui.lascreaningaspa.mM.oMawaN.Foran m shapes as c.Minimum Specific Gravity for Top Cholla:0.50 LEE V1ldile Organic Caton rmul."ons. Penotl. A AFPp Pmaricen Fored and Pe AssodN. N.Onal DeaMnS nraam for Woad COrta.cnon. .down antl Mes D.Mni.vm Chom S,zeWROOFTrusses:2ay6in.esnaminalfo,bO tl .ndbnan.atls. 211 FLY ASH 2. Pfwid..nd eakahededend..relo Pvtdheehlypil.d.na a ( par )- Pm regdredbr Welmeanale.Id.urkt°be,n,Mld.Coardmahmedan vdMIXmer 2.3 CONNECTOR PLATES msurn¢Navn A Fly all Ma"Oe Class F fly ash wM a l.s on iganon of on,Nan fee peream or Call C Oy,an Am a loss on 3. Danns w.g Ode.cansrde AM poityloh .sheds or I...ladng bl-or,res at teem seven E. ALS.-Atlantan Lu rl,St-dams COmmMee:Softwood Lumber Sand,nb. A.FaMna wnnedor plalea to comply AM Nal,malD°sign SpecneEm lm Wood Cmdm.on,publiabed ay suro.rt ls.swarasaa C.ANSIA]0BA-MINFFamed Wood Pl-idenHi. w B. Ana[h.sdnotate a,regared tOnppal,o.lading.Clurdasink bans antl SMS Nish wM.R.In, iAgnnonof lessthm one mrcem in accatlance will ASTM C81 8, days. D.ANERAHAA135.4-Basic He boam. Ines °Mervisesh.win.B.dinmmasom.Iu gin..11..dmuonrywonv Wherepossiale.-harm Er American F°rest antl Paper 0.smoaam and Ne Nafional0esign Standard mrMMIPIarz Goodale. ' 2.12 CCELERATORS 4. In no instance Mall Me concrete temperature dvp Odow 50 degree FelreMall Ones to shipping E. APA:Amerism Plywood AnceIrdion. festa.. befae[onvde pace.ant. Woad Truss Cms.don,,.W.hed by Me Truss Pldelnsdaee_ A N"I"I' de accelem,s shag cooler,to ASTM 0494. Wrens and resmoring one...He B. GOnnrdOr plattis Mall haveaminimum Nidaesa.0036 inch(20 gauge), 2.13 RETARDERS L. Proatt cOnaelehomdMnganavxcesN ,a.m.l,.ter Me...-.nd.p. F. AWPA(AmeMcan.Odd Preservers Asladaeon)C1 AeI.ImProd-Pnee-AI.Tradonamby Pressure C. P is-...mngrounds.drecaed,preseseave Neer".key-0aA.d lumber not less.an l-1r2'I.E..) C.Srealmnd=,aid Mall cmfOtml;i M.0 853.TypeAand h(20 gill be and-dy galvanized,vales.odes process. ro wide and of Nhkne,re .d to bdn f A d t0 ekadthi.nns olfrrnish mdenal involved anti-al. 0. Reorders.M1all[dddm to ASTM L499. ❑. CONT heh ON[mahom alts. G.AWPAL 13.Eld nal Lumber Fire Relard.nt Treannenlb Pressure Process. quit I Ice grown 3.9 Obs CONTRACTION Y Remove mpwary'cane woad nolmgerrequirtd. 1. Stanleys St,S tilt ASTMA,...ASTMA.6.bp..0 ..ir.,.ad. s,wootl- A. Obtain Desi PMessional'.a allbrl.aamdcan.cd.joints. 11.RIS:Redwaadlnspe I"nService. 35 WOODFURRING PART 3-EXECUTION ea mrw pressvalive-trema.lumbar fol r.amam.da0 kmbarantl where inncined. 3.t HIGH-Sit gE A,.R ..., B. Dorn-ace.j-..ankin-.d...dl mpos...Dl.mg.ar walls. L W.-YNem Pine iamedon Bureau. p In.N'plu,bmdlevel with d.ure stew altage.and opening..Shim will woatl as raquvetl lw.tern[.°/ A HigtFrmgewder retluers are to ae.Odes al es...'.rowmmentleO by Ne man.ac.rer.lhe Hump Wale wn.Ne C. Race wrma.mldain.leas-err-9raee as naso.male Drawinga. J. WCI-Wed Coastrld P' lnsp M..Bureau. LANE evmat. 2.4 FASTENERS .hese be mato sarin..[al Me dine Me Mgm-range wMerrttlucers tie eddetl.Do nal Omnis M1vsh[.cram 3.10 CUTTING CONCRETE K WWPA Wecmm Wood Prodoc9 Aasocilam. 3.8 MI5CELNNEOUS FRAMING weaning,uP-1.sddzerslocwnein-..q-i ,lsmmnaelondelmeinmgwpsplaacizem. A. Obtain.edg.Mees,-.''swr.enamrevelpnof Wsmdng.°-.f."...lell°n..N ...k 1A DEFINRIONS A Fimsmps: 0.Prwide fasteners o/s¢e and type in5taad NM campy w'iN requirtmenR apedfiednlds ar8de la material J.3 ADDITION OF WATER AT JOB SITE 3.11 PATCHWORKAND REPAIRS A S.M ...N.W.,du.Compal.pfta,.wwdand,..O,Nerequiranenls°fu.lm&rias 1, .ad wap.:Two inches Mi.bydeith d Member alo.ing at eaM fioa level,top dory aorto Al ma 1. Po. A PrIONOFWATE ATJOBiSITE .ddmixw°terwiNM1eltletNebatrhgaMraeerhloedolc.uHe A. NOOfyOCSignPmlessiondvlanytlehctivearea¢mmrodetobepmtlredmrepNretl.ReDairand palMtlelecdve VolameryPr°duGSantlaNP32.92R°d°rmmce3tandardfaWaoa-Besed9lmuuraFU..PanNs'.SWttu21 .vest, aMsamt-nebi- 1. meneefad9mrs�inaree�rNmealM1amin9anmaaNx[omplywllmwritlenracwmnanaad°nsN S H EA R om,I,,, CW dal Mil areas over lxaln.0 in dumnaler 10111;1 c.ade,bel rad less Nan a madidntluae1.11v;neer Plywood.compoahe pans.cmmtlnlng a e.-mad.of vene.r and--.add 2. FI.I.na.111n hamin Twoh..s..d a .dw.d...-'b'oc.ng,fudlofll Ihamin f res.Wrier may.added..to Me bin.mly ifne.dthe madmum Permissible wdeNcemenl duo nor the area.o-I grout ..lariat and maflpmea rands.'as.en.I..no bwrtl and-iminoam. g 9' y 2. When Amd,am,,,ofd t°wealhar.irrgrountlmma.,matll from preasurepreseminive T R U C T U R A L .alive malanp is eknMed. 3,12 JOIN FILLING..gess.Msperpendwlarto Ne concrete surface. opts... ha m°nospacemallmlopreventarahs. rewtl wttq Orin area mhlgA releWemumi6ty,provitle fadeners mTyp.3oq.antes..trot. B. Water shol,I be added to Ne balms Mer Morequimd an site twang has brim perfasned. 3.12 JOINT FILLING 1.5 A. F,,TALS B. Framing formeMaranl wbA: 1 3R PLACEMENT OF CONCRETE A. P'reps,..[le.n,.rad.smlj..fille�inaccoraancewiNma°uta.,r1wMmins.ei°ns_ A F°rlreame mateaab,submit rerdfntion by treating pant stating.Iemirals and pmcessmve,nm amwm. 1. Fnmemembwslapassagedppesaddutlst°evoidculdnga.dualmembers. B. NIi15.BSERVHVE-TR:ASTM LUMBER A Oil I-.met.-reeir'nMeiledto final Position I.prevent segre'aaon.c.cilm, I. D°Mrjd .9a .nail--.hasageadlea..... Ns.(six..nNzfwwarehw,.Ordmer resmvaaverelaineaanecmlo--a.wilmappa.ble.t.d.da 2. Reid°ml ha Teg mamben while damaged by[Ndng. sand mm 2.5 W006id,6,,VATIVE-TREATEDLUMBER � � ed areas 1.B.I-ASSURANCE C.Bl,,Wn'L°cele blw.n IOfaGIXMe inwflM..finis.minerals,caseworh,fiMaes,sp.datty Hem A. PfueraBve Trea.mt by%assure PrOcess:AWPAUt;Use Category UC2lorimaiamnstrudon ndh ��M B. D..1 use aluminum euipmere in petlng and firdshin)cmcrete, expw ) 9 9 I-.with McUnAmr,Use Cdawry.C3b fa maada.ns.don nM in carded with Me Bound,all Uae C.Place Nlckmetl Nabs for pall.°.imag,al with floo-Nor. 2. 0°mlMjvimsumilmnsoucfi.trddcha.m.=, yI....I. 0. TiBoni—Testing l lnspec9.Agency shall prom.IreciMnzpece.s as requYed by Chain,l]alNe ratings. w D.Premie place Ofdepas.,mrk,convey,pla.,andcur.c.creana.ardwnw ACI3l,a AC1318.Wdf..R B. Removedh,dabns.sawwdgs.cafngco,p.nda.and sralMRb joim,;Iad.omadfamsdj0Am . aulding.m.n.MH.dby Sp.ncmim014525. Ceapo 1, afaflamslnw,a l,M,h buntl. bemfe pacing cmcrete. and dry. B. Comply-N.Nano Dedm.,..a-For W03d C0ns.... END OF SECTION Pruervaave Gemimis'Accepableto eudraniea heWngfuria0lN.ardconoining no en-icor E. Cmcrele Placam'. C Install semngo jdM Hillfull depth Mn Rdt lanes and IT lead 2 in.ez deep in mimed ryima. C.Pena.w,kn acmrMem,a with Ma mllowin9 III Idine clnvmiu,. t. Bore pladg[onvina,verify Nat lns[Nleam off°rtnw°N,reinfwcemem,embMtlea nems,andvapor D. Ovemlljonl.antl tornj°int fJler Rush with tap oljtim ane,dardening. 1. ,,.be,Gra ding Ag...I,Ceniietl by Al.SC. SECT10NO61519-WOODDECIUNG 2. der-m°a.zsesindi-.torem.e..l,irelfanatuolfinish,use Nemi.Ifttmu;adons NN reamef is comgme and Nat rwuh.tlhspedms aremmgilk,r 3.13 DQNm.lmdmTE INISHE$ 2. Plywo Gredmg Agmry:C.ndnby APA muimemre�daing.c..id[abram.bl,WM-gh,o,ONewill,dsady Medfinishis HOIIy Digitally signed a. ...,.t.y Pdaiow,[,Nep4,,,, ,,spectvam,refame,fo,d..gemdddcm, A FldM[.mete fn.[[mean[.Ad,ACI 301. D. leloofy of AMIMMRlpmela by omcial grad°mark. PART1 GBNBRAL B. KgpedorIe,ma,amly manr.im to a.11111m for mareammnlofl5 percent Oo odes...latest NeIIs �6 1. amber:Granadamemmnan.ymb°l ofImadngao.ncy,HIMnumberorramag.doofImbar. war,fa,tllesr.canply .Iffy ,*,I ,sf Opal..... by Holly Jeffreys install..eter.l.iraefedve areas. B. Finish of III on lass ennia and FF1valness lar 1wmi[m c°msp°MaF,,ann,20 minimum veal(. 1.1 A. SaRNmdC RES C.MaHC lumber wHh lreoquji-all-imee. agency appmvedby Ne ALSCB°e,of Review. I. Provne mndnu ;nape.;.dvapor,wme,tlunng ewmrde plat...and make tiecessary canposke.all measured value and FF lirFL l2 minimum res any indivnual Roorsedm. species Asps[lu groupngawmbinadm tlaignatr-.m reuMer whits gradetl,whore H 5oflw03d.mDs SVuclutel wood tlelar,. 1. FI-poled-,ori Rade nOi.Iad lorereiv...labned an.u,al fine.,pin.mandngeM provide Date:2023.05.22 "PAM led...Red are°.as Wok progress.. C. For mnv.ezlabsmreceivew°°dl.ring,Rnizht°-....M[aanionieances whits cm°spand-z to FF epglmale and m�a"'"sea'I.I'-m manufacture. 1.2 RELATED SECTIONS 2 Naafy AmriNd.dtesnng-dinspaN.ag.nd.Nh.,pd,rm.,men.menldcmcrea 451FL3o.ni,ll.i,aNlmrcompei.al8maeaetl values end FF3dFL2l)-anumlwany indwidum Roa 2. S.ctural Penal:Panel gide,span nae,expeure MMRIRI'ry eInR sox produc[sandam [eNfi[ellZ lnentcanpli, rsauetlbyinlpallon.gamy. Jeffreys Miskrrese..6 mal numte, A S..an GWILLI-S.dmal Soning.ls. D.Provia.I:TNassa.mmadvplaare oda wanengservaliveVnreelumbe,. 77:08:36-04'00' placement 1.7 REQUIREMENf OF REGULATORY AGENCIES B. EREN 09900-Points and Co."rags:Field fini.in9. E.AFETARn:Traat.TEDWre intlie.OmO,minps. 3, uMg,.iv t,al,roje..gof.u.ggai.,,q uNeu approved by ❑ Forminal tled cons.dbn,p.nshall be finahetl roan FF 25. 1.3 REFERENCES 0.roafiett In w.ng,aWrad10ex.e.Mea.,r1ndoini,onth.[...rete OelrvNniti . E. Forsharedwns.dw.FLValuedvradapplyifNMislatae Me,shoringisre...d. A %assurehomedm°Ierid-Amenler-od Preservers Bureau St.dartl.. 2.6 FIRERETAROANT-TREATED WOOD .M To.mired, I\(1111III7///// s. DP dol and wine,11 clncrele afleradnng hi9hrn9e water-reducing edmi.uresm miter. F. Slab,.,h,Il do nil meal Vie flame.and lrveaess amara shdl be repall m replaced B. Spans.blas-N.or.Fore P,duc3Mss .a.. A Commerce);1999�wootl Lambs Stantlartl;National lneMaedsantlams mtl Tecbwlogy(DepertrnM. A. INCIe�Na are ewmlebealOtaWh.ties travmlgl Rstltlmon�anaswM fire-testi-re poynse clnamtteristi[s spec?ertl "I , EEM PRFL 4. B.aetetaa.pangaMpladng,.a,.,es,,,,yb,,dd,dmPrq.,ft,.subj°clt°Frrtilea°nsof 3.14 FIELD DUALITY CONTROL C.WOMings.sses-Sc .w Lumbm Nabmal Design Sm.�.d.,Naa.m ForestProduas Ass°daam. B. SPIE(GRI-Gredmg Rules;Southam Rne alpecdon Bureau,tic.;2002 meed by testingilemical pr°dutts ac.feinq Wles1 all lndicNed by.gMdrom twang agency. �.T �.tC Sf S i ALI 301(ACI 3 14).IM not to-..a......nI indicated an Me ean-to Gaivwy.dal. A. Special lnspe.ms:Smdal arepe.a to penorm field tests and lupadons andpreperalmeng-dinsped. IS PROTECTION to SYSTEM DESCRIPTION B.Fir R..t.-Tre..d L..berby Pressure Process:Pmdacha...-rspreadi.ex 25orlesswhen - N I. Do not aid-.rm.dere.a8eraddnghigl.,g-.d.e.dng IIII.IIonto xture. IRP -. A. Da,.r..-,.ndh.dle.a .n°Isinwrhem...a.lx0m.a,. indd°mag°and Neweamar. A Duig°roofwIllediddlead:Asmdreal.onsWc,idrawinglw dal e..limnetll°t1240°f.pan. stlrngm A4TM E94,witM1 no evidmce°f sighrf int proir...tic°mbuzdm Ahom Ne lest is G�*. c.a2] 5. Deposfl[.wale-I,u°uNylnmell'.-ilmwl Ha''Wera-ucn thickness NaIII, c°rrcrete S. E°gag°aqualNedmsting-di..-.gagenrympertamta.c-"'Ped.'.".sub.ltrep°R°. B. U mss.ry.g entmens.l...M.an maranals WNdmeraades, I.S SUBMITTALS r r is pac.don.na mInaamamenadenought°...1naalia of ermikness. C. For eaM l.dd�Yve,ee,summRNtlecopses.batch delivery dl m asan9 nenw.lndicaaim 9-IRY.mil 1.g REPLACEMENTS tie A. Shop D.wings:lndiemdednlremv,zyzle.,lad'.dembars,b.a.gdsails,andham.d ..raga. taaxaomean a If me N2olA any all dIR,Me eh0ntn.ewrmng mese Nan t0.5 fret(32 m)beymtl J *z nitsnt-a-Itapiacedc° mmidy,pr°vitl°cons...jdms asindrated. iderirloll.adm,41ml,dasig.sV.ih.agg,eH ,¢,designeh.mens,daignslumpalamaofbl g,and A tri Vredentafeanage,lmmedatetymakeallrepalre.drepl...enlane.saarymNeapprovalof Ne B. Samples.W03d Deck Epmedlo Yew:Suamilsamplea,l2inMl.gnsae.lustrdingwad'fain.stain, Me[.lain.oftNebumel tit do,,n immombeaat. LIA lomme ,em NNdoesnalpro HHe be,sion.'me l fasteners.PrviOe saiaess de. 5t.,+F'J 7� b. Daps.[.neem t°avoid,an m.on. amwntdwaartmd nn De aeeae at Prgettfee. Arch..amdno atlerdanal[osl to Me Owner and finish. cmne.Or Tearnefire rinaroanllUmber 'OR1DP' j�� in Dems.n.dvete in h II,"'Ayers of depth nil m.keed oma w dial presswes end in n D, "spat..: 1.8 QUALITY ASSURANCE 2. Ex.d i.y,: d oe,d by .el ..ply AMlftl b.lmg..bi.d ea 111 el fimre,d nt- 6' G narb avoid inclined rmns"'"ldnm. 1. Heetletl bats and duds. PART 2-PRODUCTS A Comply* Mefdlowng: Veined lumber and gywl.Dy pessno prcese agar baling subjected to aacelerae weathering ///S'q/ONAL E�\N� tl enC.atlidina place..loam.with me.anl.l Nbreang equipmentin acwmance wiU pCl3o1 2. Verified"on a/usemrequired design mixWre. 2,1 LUMBER 1. lumber.P320 and aPMwea grating rules antl'vspe[a°n ag.[ies. aaaMing t°ASTM 02898 Uae for ell.no,lo.amsend wfiareiMicdea. ////111111 III1yq\ (ACI 30tH). 3. Can.ereplace...inclinng[miming and nporrM. A Nomhal sRes are irril dexcapt n'nwm by data dimon-ii,Provide actual size es.qubed by PS 20, 3. IRNA.r Tyne A:Tre.1....,.lzzh.leave...itu.....d2.per.-m les...nl..d O°ndusevib.tllt°tlllp°n.namehsldefl.I I. Cunngpmcad.,esandmeimet. -INcunngly more. . (a mai-.I- ifinfar Aur.n. PART 2-PRODUCTS awomin STM❑3201.92 nil humldH.Use for interior 1.M,.s__eaten°, Osa20a1 5. VerifiMion dc0ncrere.ren dere removal.shorn arrd fomsfrom darn.antl slabs. roc 9md .rots y 2, 1.m.ndw,Marewvibr,mrs.a®Ilyalunim.1ysperadmc°'Jonsmrapidtyp.ne R Nb B. Prwlde d....adlu.bee S,S.III— 2.1 SOLID WOOD DECKING 6. Bet.%M lrrpno-On A random basis.a tlnsmnea am.Iuei ted. 3. D ataden,I..I Nr,0 inod 1-ned...Iyel. by,low, ' C.roan! ....atl 11.13No.2,SouNem Pine x.M 15%madman...alta[.Ment at dtlresNrg uNers A Wmba Declspe 6. Deign Value AANs.mlill- Tresadlumbar chill batedeAETMDmg t°A,Rane Bed.d T.adamhas be en alJeff, ally N9dea 3. Do nal insert vitramr into lovrerlayers.cgncrdl Nal nave begun lolmeplasticity. E. Cmcrete Tesa:Testingdwmpas.e samples drresh mnaine.anetl in atom.[.trial ASTM LRM tied other;..mine Drawings. SmnerSMhem Pme. tleci sue ad' Mlaelon shall be Maldetl eccodi STM Dfi8dl.For enclosed red All shallim left-ardin-bro-laiMMe f°Ilowid 1st d 2. Grad.:Seed Del gin va RMene r,tOA antl sealed byHoly.an IN deal nm"d-uon.vtddion to time necessarymcrosolidde[0naw, P grepWrem p,Lumoer Grading Rules and Wood Spades tooenconll.anre wrh Vdunary Produtt Santla,0 P520: 9 framing end honing in aac stuns and where N9h-Wmp.A.'fireRetemam.a..t a license numaer 82150.the dale dela antl wmpte ambad..nldreimorcem.m and Other embedded isms-.t musing 1. ting Frequency Odain°der'°rwp .,a¢amplef°re.Nd.Vspwr Neash[.vetemi.W f°I GradingnelesmNe ldlWngesodd°nz appy 10 males`.mishea under N's sec m 3. ....um Conem:t5percem read-Anmmen.1-adfwmentlad°rs.nmle1,Nan 0.B5mda afdillia rad segre9de. mM100 ads yams per Serf.1. 1. N .Lumber Man..tarok As¢addion,Inc(NELMA). . Pattern all Crntor,b...led ml single Wnge surfaced 25iaes DIS for.-.I fiaerm bending la Prpe.l climdanslid zone. lime�ap�d'.di.-ignamRid am n 6. Demsaantl min.litlare[t.aseferfloors mtl slobs;deco.nuousmaraa.,wrdiinlimiad When hepuenrydle.ng providafinerNmfive clmpresdvo-strengN tarsi.uM 2 S..a..lPin.nsmdod BRnme EPIB). 5. Size:.-no 2x E,-.1 l h irises.T h m.n. C.Kiln-0ryl.masafls aea.erdto a,eiman mdamre content.l5 percent P.nrsideredsimtlardaind.antl Ne inns...jams,enol P.-Int d a panel or radion is conmol, .--..-,,asbng shad be[onEuded Ran,d leas)fie°reentl°mly selected EAMn a S. West Cmst-Imerhoiellion BUrer.(WCLKH 2.2 ACCESSOWES D.Id..*hfc�rel8m.1.a.dA-with amapnme dayeftia°nni.-B 11-min.no inapesdng agmty ygnalure must b"Inifeed m any s. Doelpl-alm[fele fl.rs and NMan a en-ma.rd sequence. fran eaM NIM Hfmyer Man fee are uled.(REVISE TO 3 IF PROJECT HAS LE 35 THAN 50 4 Wed Wood Proeutta Al....am(WWPA). A I'n-taantl M.Ors: -eleoma to aumoiran having pristllNm. .kettle copes. It, Con.o.mrano..during plarement ws Nmir,z0 enact-is thoroughly worked around YDS OF CONCRETE TOTAL) 2.2 STRUCTURAL PANEL 1. Fasteners'.Hot dippel galvanized steel. E. Fmume.d.ssesaddbmcing--.dl.,.e.veasminedern°Wral M'sm,om.mandngaddpovae eiiRanamem and eller emaedead.ems and in:..mers. 2 Slump:ASTM L 1431C143M, A. %.videR°f,Wlland Fl°m She.Nng Midmusas,d,dmth.d,Migs. PARTS-EXECUTION cs.M.z d tr..enl amrohnnear-Idd nommidn Hein'I-ant in,.an an....dil.duel.placement Door..m ad.pl..-.......m.p.a.,-pi.,bulrmasa N.n°netMfor B. Forbaldngpanasf,eledntdwtelmh.eequipmenLPmvid-fire-retartlamtrmtetla.snrlpmelwM 3.1 EXAMINATION kPose P Yina 1,lablefi[y. F. Fine tl.sau intlieatl lareceiveewined or ndualfinah,use Memicaltamulanore that do no alae. Screed dab ai,r a-a'n"Tedge and aNke offlb wmadalwdee, eaM days pour of ea.[.ovale maitre. .den A Verify Mm.pmnmamingisreadyloreceivedebing. 1hwgM1.c.lein.lomint...,..swvseadvemalyafle.fini.re. a. Lwelconade,Mhl hare..,entlfilllme.rees. b. Pena.adtliaonl In..ban cmcrete mnsimml,.mears lb Mange, °f M°P' 3.2 PREPARATION G.Applic.on:Treat Wates as intli[ined on Drawings. I. SWpe zunacesuniformlyt.M...onanio red. 3. Slump Flow:ASTMC1611/C1611M: 2.]A, P.idS lR lSUMBER p C."...le Place..nl of emol.ems. g. Bill.Ifl°aangusngbullt-.,.afbles Wfamau.1-maalp-Ae..-d..w e. OneteSlatpoinkips,can.ntfo.aM.mposrksample,bmndlus Nan...A.Wr A. Prwide Pdallal BCH RAGES(PSL)d9 apacifies.Orewings asmmWadurctl by Trus Joid MacMillan. I pane,a..eexcess blembAde,appears on Ne loiloa. yes pour 2.d FASTENERS AND ANCHORAGES 3.31ANSTq_I'lN,090,RDELK%G PART]-E%ECUTION TA_ eaM da du.<onaek mdnre. A. Ge°e I1.s.P arsm.lbe.sizeantl nd'rmkdand Mallc°m -r c.dinl.,.N0. Install deQing at 90.egrets.framing manners,wM mos aaggere0 ove,flmn bearing,On slmea sena.., 3.1 FABRICATION F. DIfml .Malls NM.rfaesaefllwNn fini,hin b. e. Fdlamadd6.naHaawhencmcrem....idene,ameara m change. tYPe plY equiremmta spa ley cocking.thENBu upwam.near.In.,innw-.a random layout as requires or,amlrcable building A. Cul.as members testate len rode.dose fel I wM r g goperedms. for mare nal aWhma.adur. Gals,angles and.sea to gfo Ms proper 3.5 TIME LIMIT 2 NrCmteM ASTM C2311C231M prswre meN.,for normal-welgM cmcrete:lASTM 1. I.e.mughmry°nhy izexpmIMAN.oNmingrounecona anni a HalraurvadvetreatM,a code. A wM,,11.w°°a bearing'.n'emded-its, A. Depose c.vere wMn me and ono-haE hours eller bd[hin9, C173IC1T3M VO lu.enemeMOd.fws.d-High-fight wneremj. in area.hi9h ralaarelMmbity,provitle faslenendTyye 304 stahnlese.eel unless ndrm B. FitaaR mtl deckjdna..smog belwemsumanmembers will.dal wlineslom.ntan agM1L alignedjdd. B. Faanmle meal comma plates to sra,mnfig.alian,MI-lin and an...q.deaila N,wied fa walo 3.6 FINISHING FORMED SURFACES .. Onetedf°re.M..pod.example,b.nOle,than°,testi..°Mdaysp.rdaa. ohmem,ii in Be erewin9¢. C.En gage d.C.mg.ogee.no a....,.I, jdm designs iHdim.tl. - Atlantic Beach - A Aa.-HB-oall-a: [.Alam_. B. Naps,Brart and Singes ASTM F1661. D.Secure with fawners. C.AneRnal-,memo,.in deNm canfigureaonn' gsu for t. ACI 3013prface Finis.BF-1.0:As-cast[°ovale tequre;.pada.by l0mmfarurg matsial. & C°ncrde Temathie:ASTM C10fi4/C1064M: C.pows.Ddven Fadaners:Fasteners smN an evaluaao tapas acw able to auN.eesh E. Maintain melting ldnt spa.N 1116 i-mawmum. insure ammed°n Nea.[N,N drawln sin °therm.-s P°t .idsla,s Nan1-In2nhes(38m.)wide or l2 in H3mm)dnp. Oda Leslh.rywmaneirte.mrn,b4oaeg F(44deg C)andbelm Or6Ud.F(37 y.em pl ring o willed. and auurry.assembly wlN closefiningjdnls.PUN...moan to Orae[.design 3.4 TOLERANCES pro aver Nen l-CM amen). sag C)and an-,all one test for each mm Nnsdidi°n,bond.ICC£S ACTT. n a ember n.INa. b. Remove e.onsl porde sample. O.Palnlindaletl Meh-F-herr systems AM an lea-on to aumo.es M1evingjunsdi.on, A. Surface Fldess.Decking Wi[hMt°aa:'/.inM inlleH...imam,and'h in.n30 feet madmum. 1. Faoncate wmd.esu whin menNadurgrg tde2nces inTP11. I Tie Ades do no require pinching. 4. Unit Weight ASTM C136 Mah mit -esu =,,i e n ASTM CS6TICS6TM hash ani base.ICC-ESA.1,ICOESACS8,1..ESACmg3,or ICC-ESAC3M...ppopnmefall..ba... D. Connect Was memb°,sbym.nsdmetalc-redofplamsaccurdllYlosatedand ecu rely Related to wood C Surf-Tdarria-ACI 117 Class D. weigh of[.[tend"Inbeeigbt cede... memo e. Applytormaetosudaces�Hmexposedlo,R.vidA-Inni,aaeon., e. On.aslb,... mpo.hesAmple,b.nWl.s,.-....el.,...d°ylpwrof°a. 1. V.bfi Camels 'amp Fore nraa.eat°ng Am RTIMF 869dASTsFe2n5. END `by me-a indremed°r.ppm.ed. Atlantic Beach Country Club 2. ACI 3015.....FinishSF.2.O:As-natlemeta1.Herei,penedbyfomr-faungmmmal,anang,dn.n "I""'minnae. 2. Mat.net:31°imess.eelwMo111saM nu:sin+rplyin9wiNABTMF593anaA3TMF594.Alloy 3.2 A.Eneta Phase s admil eym Aw ,an ner wan a minimum.seems. 5. Compress;.Test Spai,ena:ASTM C311C31M: Groups a2. SECTION O61T3]-FABRILATEO WOOD TRUSSES A. Ere.andamllead AR.tes.done. der recomm.tlad Impaa R,a Ir dltl,l Tensa%dehelyal e. Pal.v°idaernaManY411nM(19,m)Ad-112h.(13mm)on, 1. Cast liboorart..tefarborm,(15oInd oy12-in.I-nordelanaar.1.1- 1 E.Mealhe1.AN &i.d.zgnl.lda,aspuri'M.bymandatture,shallmeet.,.,c dMIlll(basi'-.- PARTI- ENERAL B. Ea ,midswiNplmed.azwebaveNellpuma)anaparalldmeacM1aM1s,lmaleasccur'atelydeuign Construction Documents b. Remove Men ll4 i-fimm, ea.conpmalitample.flkengagmryMoue Wee4inchbyEi.&yf.ders- 1 mein'.intlimled. prgedons ornar ( ) °r d.signpdtlu IMan.edu,erspufih.va.eashmtb-demnnrn.d.m..pniel denoray 15ECTION INCLUDES C.Hast.nM1 inplacaby,eansdp,p,l.ingequip°entsude tl iznandbIlz.buasarequHetl,amlietl Pat.tie.oared adtliaonaleral Irrm,Be requiree. .ginaanng malyll and dem°nMated by...Ind,naive MR.Rpadmmetlbyaqualfres A Sedon in...Nlw.n.dwppl...n.,.ems,.u,-.a .mpl-Nepop°rdesi,..-.-.and atpmperl.poims ...mend.b,1..c-,,..x..s,ng.-n..d...9.Wu members o7oin6 by ----1600 Va Marina Drive R. surface rolerewe:peon ale,e. b. CaaL twtwneam d4iiaer.pees...for nor lampaane htlepeMem testing ISM[ Framing ItiMma 1nal1.pmetrad lu fasteners adequate towiNstantl -d me fadiaata wpad.saayd.m.shows m Ne Contra,Do,--add nmiRed herein, N-d-plane beetling w Mins Atlantic each,FL 32233 Ler,.,Amy to concrea iddern lekwz.d.public view]It,active a rubbed finiehj l.m noil far.val�..of concrdes.ngVr for fOfmw,Wshomg-I.,(DELETE IF me Inds n h�ming....I IN do header,auN a le o cauls be wvered with a waang or wean.g materiel applied d.dy to mnvde dosed loraams>. SHORING REMOVAL 13 NOT REQUIRED DN PROJECT) 58 B en,ril ant., roil arm lom...N.epetman.l fiar.ademocking,nd D,Install w°°tl.ssez within inmallali°n mleren°esnTPl1. 1 2.VD -THEATors enolatl In m.ndarnreHs insW.ons. members..allimmoss,IMe Dn lfrernir,,and cmne.ona to the s.cnre lore cams......ally 9.3 BRACING 3. ACI 30t Surface Finish SF-3.0: Cast inMal[ae,add fNd wretwo santl°N ry11Me"P-lmmsfa ea.mmpo5ae 25 WOOD-PRESERVATIVE-TREATEDLUMBER -in Ne ellen.shown.Ne Onwings, A Rvvide eredion.acid tll0 maintan.sses.mb,pazallel.dn 1°calim,anal A Pmts vonsla,,Man W4lnch(19 mm)Ad,or 1121-113 mm)deep. sample lo,.vau .d lenerme.rengtha amvdpol-elsil(DELETE IF POST- A. Pfee.Nadve Treatment by Pressure Process',AWPA U1;Use Cinegory UC2 I.,imenw mnsW.on not;° D. Fabnead woad.....indwe Pan...1units c0nsaangdmetalgw wnnecktl...oars whi[h 9es require p paper Osman.. REVISION b. Rell erne,Nan 1.in.(3 ril TENSIONING IS NOT INCLUDED ON PROJECT) come.with grand.UseCdegOry UC?01pr e.Ino c.¢.donnmin c.anwith ground,and Use Cmegory arefabnraWefrom dimensi...berand whits havebeen cal all assembled pea to dlivery to Nejor sde. bredngainsallea. NO. DATE DESCRIPTION Pelts Be pro, 6. CompresiveStrengN Tests.ASTM CI91C39M. B. Ms[Nl germane.dedng antl related Corneae-tsmm.m.n.R m maiream dstgd zmdng,Almorind live _ d. Susace Toldance:AG111T DIaszA .. Fro iIIIIu UC4a faaemsnamact wiNyround. 1.2 RELATED SECTIONS ens seas lads indueingla(.roll...[,antlmwmply wrN TPI-0SBNadonal0esign SWntlardfor Basing Metal 2 02-10.23 DDPRICING ns:Appymconcrete salads leaned re pudic View,]IW racdve a cabbed dmM,j lar 11 . Test-e'....,--re pe.m.atne..a .d..o pe..-in2B 1. P11111v-Chemicals:Accepted.to auNaiaes moving jurasi.m andcomaiNng no=all or p, Se..013330-S.cnrl3rNmNNs. %ale Lbnnettee Wbbtl Trusses. be wvaretl wiMacaaarg Or wvenngmmenalamp.tivectl locaams>. says pscimen ism Mrarthm.Do ndneinagenic bbrbn lsDX)fm slll plates. B. Sed.016525-S.c.rel Te.in Nz 3.6 BEARING yWb.a.ejn.ml -.nal behNeinrldne- 2, Foridden imentiml-Raaana-1 ,am.ean.tural finisn,ch-mirm model-a.'.h.nIX a Pedon Agency Savrces. OS23-23 PERMIT BET J.7 CURING 2. Tetlwo fiaW-cures spec;.-s brrem0val.10rmza.Font,.❑ate to oe C.Seton 061000-Rouge Carnally. MCM1m Wzses.early al all bean ng pohtsto amply withmMaas and.mads in0icined.Insall fedeners A. B tlure lmmedia lollovH me commencement W Na In.alen y engineer per ,lore-I.-N.[main wlmana,dead through,bl MerxIN,ad....ry Al finiMn. N�aou'M1 eaM Wslens mole in mail .ming arkmors accomingmmanu(.[telt;.fadenings.etlules end .gin curing pro. ety rg gwereaon. Hewrmmrdb lomwak en their ulculatibna.(DELETE IF SHORING B. K9n-0rylumbaraRer Veehnenl loamakimum moisture[.Hent.t5wrcenl.Da no usematenal Nal is wametl t.]R--c AFPA-N. B. Pr.ed lresmly plawticmaem Iron preminure drying and exmssive cdtl nmol lempern,es. RFA40VAL 15 NOT REOUIREO ON PROJECT) Via does n.cam A. AFPA-N. Design Sperfir;enter Wood Cons.don. 3.5 CUTTINGn rrrswsb°n.. 1. MaintalnmbbWrelas no..cath.0.2baq.ft.xh(1 kglsq.mxM1),mlwimednacwrtlance with ACl 9. IN Tett.fhdd-c°r°dspe.imenspnl,matreasmgdpo.-I-Boning.Dinembe a ply wM requiremem¢faun.atetl mineral. B. ANSVTPII-Naha l Deign Steneam res Mwl Plme Conn.-Wl.Trust C.S.NOn 3051,)red,and sunngfi r,M1ngwa.ms. delennned by poN-lanaiening.';neer per Nair celorlaaerrs.(DELETE IF PORT- C.Mall lumaer FNM treadle limmerymandto irnme.agmcyapaov°d oy Ne ALSCBliq Ind Rerrm. C.ASTM A653-61mtlaN 5p-cificaamf°rSael Snael,ZmbGoalee(GaNenized)aZne-hod M°eL0a1s0 A. Lamm,,Inlling,n°IMrn9 or ahenng of.ss member a am mrmmed. C.Cu" F..d S.el,e:Coml Am AC13W.1AO30B.lM i."_; ENSIONING1S NOT INCLUDED ON PROJECT) 1. berexpwvdlumberinaicamda r-cae-by eantiod or nrelarm, oro.maMing an0 provide (Gall RR1Re)Rym,HeADlp Preliss 3.6 A,PLACEMENT .9 PYw ( )as T [enlfintes dtebnenlempllenre Issued by inspection.gamy. A. Re ace wad Wsses Md are dame tlo,tlo rad[an Hh fe a. Cure larmetl c-ane mrfacvs,kiduting untlssitle.beads,mpmdes slabs,mtl oNS Nmilar b. Awmpaufvo-strengN ted Mallbdth..pl,Wsalp .lives.nglhlrom..alta. D Appli[aU.:To.I- .i.H.on-An95,all Ne f.ovnng; D.ASTM A24o-Stinum Specificaa.fa Chran.m and Chromian Nirkel5[aiNess S.NPIa[e,Smrd.and q ge pl9t gvire.an mrfase. .padded.Odainesfrom samecompwae ample..tested al age insicaad.M 4inMbyB 1. W°°ticams,nailed,[uNs,equlpmenlsupp°nbases,...,.5bi Stip fw Pressure Vuuls and fa Genera'ApeR.L.a. 1. Oama9atl Wssesmay be repaired armrdn9lo.ss remirdmils ai9netl md.ealed by Ne 2. Cure canvine.Meining[dor ggments in accaOence v4M r4o p9m-tin-ulaeurefs ins..... in.itran are usetl,8.hall be hem aNdanoBtlttee.pees..- arts Peng.-d sin lar memaers in E.ASTM AB66-Stma-Bp..-.n br...I sor Cnls-Wmked Aualmine.1dreass Stet Sneel.SNP, quafifivtl.0fessional-Bit. .amndoloor.ssdeidgn,Ainin ...d by N.Da lgn panel.,bill are no,loosen'.forms. ]. Waenstr.gMdfeltlared cylinders is less pement raray- .a s'n.-doling. Dido ajabrip ,and waamro.ng. Pd arm Flat Bar. PIduN.N. 2. cls,dea_ers,dbe.r,,I.rfigN[smppinq,]antl shnilar concealed members in cenNd wHh TaRt ST REPAIRS AND PROTECTION. 4. .frernwiCer, enee Fa ens Olas.1andi,c.nnuow.germe n IRof cull'eMgf lealows: cMna ir-in, [tor Mall waled.wentlonc antl provides[ortactivemmeOme faprota0ng end orf G ASTM E84-Saraamaim MCNomd(Surface Burning chaa IMIRriad eelang Madaalc. Fal 'water on[.[rete su asvuyacon e. A. Immo Elide MinablemntemrtlwiM iwrnanicboron(BBx res, ,,Cally.,itepea,mbynp.,., C-tinuwsF :Mainainslantlin rfeceuntilfinal s.dgdwmsele. arting in-Ota.[.detinet Wood naming dMmn Mad tllred M1<inlMordbelowgretle eMenormeshn G.TPIDSS-ales...DesignBlandaro for Brecmp Meal Plate Conne.etl WootlTrsses. g Apply yspraying Stren Ndeach.name.;dere will be s..ado Hee de INee con,ecm'we Ban gun ymt A'Of H.SBCA BC51-Build Com 13af Imlrmanln:Guide 11 Gana Practimfo Hanefir bbmntraateEwo.becomes wet,apply EPA-re ekred baaa.a.enl. bgrale aduaonb b b. Cantlrwow SprinWing:Mainlaln[.[rete surface mntinu0usly wet 9 ry e-IR m/ rete wales, g poem ely g.Ins:.lir,, comply=dEPA Be-reBisllieelaael. Ane.'",'COver.Pre-0amplan.-romemdandbefde aplonlaa°n:apply additional notialo dnpresalvbsbengN rasa equals or ekceetls sperfied wmp2s trergN,and n°c°mpre¢.vo- 4 °orf Homo Ins.an lB ln[han 460 mm 60ve Ne din crews Restraining BBmdng Meul Plate G°nneaetl Wood Trusses. I. Msall...,Mnc--....l .coM,nu°usl s.ngN[e�loes.u.lsbelmsmcRtie.mpessivesuen9-.yl.. ..500m1(3.4MPa)H 9memeers innare ( )a groan .Odds. 11 DESIGN REQUIREMENTS B. hPr;old,. hussas fromwe.olidIf.by li.plto comply AM rem.°d label all EPAfegi.eratl a Watalee-Reforn-Sheeting Mamnaa:Cavadmonaed emend.wince wM inning midday .pedfe.mpandoi danols5000e1(34,SMP°),or.°wmMmai,dammgMleS 1 Lsless .each plate,M Design°Iw°atl asses.nciud'ng meatier..sun"res dopaninga°r[hangs olfreming,is Vie ad° oa treehn m.Apply ooraa s°kni°n ayspayin9 to[empty with EPAregrslered Isom. 5, Woodfloorplate Nm.pdst.les°ve .eve-e �ps-°..rzde. C.Repag.,,,tl 9eIvan¢edcoatngswekp°sedsurtac,,c.N gloASTMAB6 780M,nd api d,bommate Forman. Nm 113'm-mo msp°ufiM wmpres.vestrengN nsmcnes compressive so-engthepream Now E. do,,fa,ri[ l.tr,te. .int pnato,n.ent.w.,re. Ge. 6.M l.r.eVnenL applYane corn A 1.p.ailhy b/IM Lout 1.11. m Membano-Fwmng Lunn Compound.Apply ke-ablyin coMHMouso a SOOOpsi(36.5MPa). P pass B. FabnM.a woos ossa.small he designed. S..urelE Iicmaetl nlM10 ttwte ler Ne loatla -Wacnref¢w+Hlan ns.Nona. g Oxton ypmel spay elhar °Isame.emical NNI....I,i orn,i eaanmwHh me.Inapino.a ns.None. Ya rgines prge ar idler i1 a[Ra .t ewMme.da.hr.yynnm ns..orv. 9. Nontles..veled,g:lmmdm,ad 11 s.0scopq,pprel.des..ve'odt ay be shown.Neamply., Alow preswadve to dry Ones la seting manbers.lnsped eaM pie.IN lumber a..decd pend FND OF SECTION 1. Rewatmea'su'glor.neng andnaid,din Weewri,tier paidappgM.. perm;..by ArtIT.i[ectMwillndheave as sola asNs fa aPpoval or reje.on of woes... aflerd dore.e.ve" C.D.inter,ellcorrtan Fal,l-Noraren sign SpeA),0,.Hada.WOio Cona.Nm IND MIRRINrdisheeem 2 Maimain[."tine' .[.arid the ak Eames tlunn Ming ane DMATdamage pieces. ps ( ) gin -plateconn ea e, ling p ge gwnnq plead 10.Atld..ATests: dins 2.6 FIRE-RETARDANT-TREATED MATERIALS Pmerimea onle-n Pa Atehial y eTre,Plat. Desi Standard Menerretal D. Curing UNaBein....Ra Co,plytvMAC130E1 IAC1 nine. Jas fdlows: Ada.alteaddgan d...Iat ...V,.h, k.rns.w.l .Manned to tldennine A. Genal:Whom I-relamant-trPm.malenale areindil materials.allwmply with requiremmtsin Me W0o0TmssL.s.caln malished by Ne Truss Plate lrs.We(TPN,ane Ne requirerrima Male Buibinp Be fihdmin canpWnredrepeced tr.midmel wakwiM specified rwnrwnenls. Cade. Begin cudnernmedddy aver pcon[ra.. nide,Nat am aaeplaale to auNonaes havinpludsdlden,and vmh fireaslrespmse Marectensadl::'etl 2. MeriorC.vine Flews: b. Correa d.ciencies In Ne Work Malt¢sl repmsane snap Joins Ntllcine tlo nm comply a 1.55UBMITTALS FI-.W Receive Hear CweM 5 .fietl in O.e,Sections:C..-has° es de...tl by testing.b.r.prole[.permed.... maims.d by a quaofiee[e.ng ase"oil (ealed by.engineer p,pj.t s )a g gs pe" prion dMe with Me Cadrad Oocvmand. B. Fire-ReWmant-Trees..Lumbarana Plywwtl by Preasura Proceas:Protlutts wilha8emo-apreatl intlex°125 or A 6udn.sM1m erawit,s s Ilmsae In Me a. howin Ivetlaspeciu.s¢as dna Tell owlr,: B. pla.efoaandslab.adp anslvvelnessnacrar. wnr ASTM E1155(ASTM E1155M)wHM1In RM1oursd tela when tested e[cordin to ASTM E84 end with n0 evidence 0l ai fi in - bus..win.Me stress gretles of lambs to b°used:pitch.span comber..Nurea.and smmrg br a..tyye I.sa agave Cover As mon as conrxk hassuffident set to perm.applicagon wlMoul canpl.on.floa MisM1ing and ptomp0yremrtlMrewasbPrtlMo. Ienei In.aeda g fier. 9rn p;11,rve10. ,¢plaited;iY nomale-1,finah,.zign value,all Iota.;.of,elel[onnevor odea;beats'mtl t. naaofMe 2mania.s,ber,buM IndIt ran rad aMmdingm 11,Me,10.5 feet(3.2 m) �I1 or mart h,cmaeasurfareinslalla(san tlabsorpfive cover,ova nnreareadflwr. END OF SECTION neyme N. Triended M.dttnersmamamem.I amileR B Sn--etl.-..III b rarydaang rl-una.d In to for..Ins of die del howdng y/ orm- Lap ea'aaM end...r0ravrcoverd, lndi than lAinchw(loo... 1. EAd,,TMallnot d,m c.osionolmly f .q.rs o yen engineer projed dine pec gds n. Maimain absmph"ve covarwin2.matted andln Mo Codura..dwnrgtried.bWn aA N-..-.days. 2. banded T Tadp ..aria.sh ,p wRhr flea as 111tifire-r.am-t- Ioatls,eN.-.1mereedms. 2. ral.n.glon-ii.pICunn:Lwer.octet..on,Awade.ArmrIndo pe: pty gnd.h-cmc C.SubmH bbnmmllspoaetionbnernim mdbs:INany)ins.dIgand re.red worL�wvering samba,,meal plate, Z er(wand pec I.M. aktl lumber and plywl.Wpressure process after being sWleMtlbaualarted waeNenng hartlware,fabnmtlm Mem IN pan O '.Define,an, .'deal dml Arell,orea.des mtl Inas la ed al Intow,TteA5TM Diol ITH se laedMof 1pre.I.I..dwmere indicated. Proses Vee [ .tRq ri tloremipn. l,a .dn.g.M mi) ,us ,e,,wal,.l AR-mol vrMft,e. S. Interior Tyye 0.Treined matenalz shed M1aveamoisture..ram IN26 pare..or less ween ruled 0. own,catlfHdi-.d gnedartima.er of labnnSngR.,inaimar,Ihin Wsusmbe supplied la Me prOjett i. Onmajor net repe0:nyM1Oles or lean long curing mriotl.udng[war detest andwwryrwllapa. --ningl°ASTM D3201 at 92 par[emalaficehumidity.Use wtrare Rdrriortypeisnot iM-mtd' comply wHomNran b requirements. L H. Cure la tip,kss Nan Gwen says. 4. De'gnV.I..Atljusanem FAILM Tfeskd lumber wall be testes acw.rg to ASTM 05866 antl E. SubmHc cNonby.ean9 Pam Nin requires.dmenl mmUlies with spacned slansams,Happlinde. < 3. Pondingo,C.....SpnnFlingdWdet.Meimem.nadeaunaceawnanuou.y design yam salus.ent lacwsana6 ae cal[ula[ed acwrin l°ASTh1 Dall For..lased roll F. SiM a.c ,cao.Nat Nefabri ..e,N,,q,redquN'ifi ti°nes,llf°bnc°lamurth.vee ineepensem Q wetfanet Ina Nen seven tleys.Wil®Ig one.aacondnationd,MolWovdn9: tank',Fal In rids spa...and worse nigh temp...fi -Rant.....is mail friar,agency to inspect fabnedon.s required ty..a.sperlril s,,Ad Ne time and qumMcaamz d /) I. Wats. ,It do material wM aojua.ant factors d nM lea Nan 0.85,W,I,s°f alaaally antl 0.75 fa Nelndepm0enl tr.ng agmty. V_ u. C.mH...a waar-bp spray a Ime fraar in bmding fe,Prpe.'s.mmdmiel zone N G.Far eaMapprv.d ladnata Mel i,ek,.gIon SpeGallnzpech°ns d Mry nioneti.s and"Notab l- a. MR e.P aNV ng Liquid Flom Tma am C.ni-r-hsopaon.nal-war, C.K9mdry'u,.,.e,.....tl...-t.mok.remnlem.15,- .Ildyplywa°aaher.-..,o pm..Mnm,eMan°ewiMSe..t704.2dMeBui:ami C°dl-drar'Faellmala CeNfinte°I LL 1. Absareff.e.in sane-eNab.a-lerdilm.permeapplicabon-IH trioman moiwre.nteM.lS per[anL .-,Il.n..N.1d, pie°lfabfit'.loracedificaa.a.,'ngco..-Iu.-..,..wrap°n-d sulac°,in.glp,-enda..P vecwer.es-.daa..tor. D.ltlendyfir-f.amda-heaks wo.wM.,,e,...lassnmam ar.-B d o-hii.,-o fabnmloi'puaMyc.trol manual. i. Lap edges and and..aezo mamng.n In,Nan 12'rche, ,g,edp 18 QUALITY ASSURANCE mavewearM 1. calk int ed lu,barint.c pl.Z,,v,dby'n tln,9.nr finish omh matldng end provide A. Th,S ,s cal TIIl 91inz ba p.vid-s do Cha 17dae a. Mainain absomtive c0vs water_-rani-Rain Plare,fa dart.ofwringpenod,denm lessthm se"Hin,a. cedifwles INl 1.Inal Ad aneissuedby listing agency. Pace.Agmcyz pedal inspections as require y pmt ^ 2 f linin eaidg pial Cudng:-pe.No sunlcesl Idea anre-reaidiin E. Fate .;adds.rereicea slaineaananralfmM,chanlcal brmulea.sshal rid ales.Mmuga. OWtling nae asr Mettaby Sperfi[aab,01edim nos. LL x f.liming wO mft nd ;red by ANNm mdf top, op 11 and sides dna entlsam.tld rami Trio, de 1.rade E.ninall inskll nellrmle Vb MlinbdMmmmnamm Allo loge.neemember A/1 i wv an cdb,ena,aotherwrse saveraely ane.fini,hes. resin acing are insWletl in auomance Am Ne approvetl.ssaWmitlal package. V/ ad 12 inches(300 p.d and ing tl ,,,t,,rodlape.a.fe p. F. Apgica 1.Tr-In'Ps reham on Drminpa,antl Ne ldltwinq: Mmeeis.ly,remh mYcodes alersdurhrg wring penatl,using wvermaknal-a wsarpwf Wpv. lr1. Fremng RlrraaM plaotrms. 1.7 FABRICATORS ya C..NS ,I a. Cu.fan0tl.ssm-seven Hays. 2. Frami,fadag.. A Mnrmum olthree YBars'espenmm n:.iceswlfebn[aEm.Wases wmmradeto type htliwlel fir Nis Z w 3.e1 Ponding of Comm...Spnn.ng.V alar:Maimnen...to surfaces larom. ly TB ST RACE AND INVOLING w fa no n.Nan.wen da Ilian,.......ales..Or,Me Tollovang: PART 3-EXECUTION Wake 3.1 GENERAL A Hmelemd wre.sas,to eamp'ywMrea,.endaa0nsin TPI3BCA SCSI.'BWIding Camp.enl Smell Z) O B. Carr....amber-fog spray. p. $d s.Mra1 members Iwel-tl p.mb,in carted pailnon. Inlanndan:Guido I.G-H1--.,Hansl'm9,IrdaNng.Re lreeldrg 8 Braddq Metal Pate Conneded L e Flwrsm P11INIPdiM°e FNM:Conalromheopd.-Mabode h,: B. Makep�isim.%,.red.l°ada,.ddfasu demtemp.arydeddgtom°In%,dm duresafe.qumb..M ni W°°tl Truss.'and In accgrdance win mamder.refs insWstions t°avoid damage Iran mending, 1- AbswpnveC.,.As¢oonaswows.h..sW demssllpe.itapplis.onwibmul W.slid9nment�nal corn ld0n of secfion and insaltation. - .eer,ming,land,rause ler-1 III,Is n1 drNg-tared.[or allure. `yy 1 nn,nRN' d absogew.ewer war more area IN dear. p peon-,.no.I 1. Sare.ansfinoftefgmPM,mdeaanu.ely.Appald Rii-Irilemmin. Ii, VJ ting soden.au a prow.. C. ser unRINmdenal with..aces amid myM mmiLquality.work,and.ia emits ere lw smell lo(abnrete Z Poent.ssearradweatherby coveting with wderpom Meng,severely ah.brd. _ L Lep etlges antl eMa of absO�W m"`a lesstnad121n.g. well with minimum oio,Ipbnum loin(armngemen e. Mariam aa:amm.e cave, er=,ad,antl in plain,resa..-of-Rg Perot.bin nilless Nan seven days. p.Installer must exambm MesWstrales..ure all Me consifi.sunda,which Me[erpanlrywaki,to be S. Provide 1.all cimulaom around sacks and ander Rare Imge. e W a w2. Poneing Or COntinuow SpnnWir,olWaar:Maintain mnadesunaces mnnnuously B. Imped lrssessdowir,di¢colored..cmnibn,waNa evitlenceddwnaah"ora.Diacam antlrapla[ r wet la nmlass Menseven tlo .,b..,:a g aa'led and enty Me Corda.orm wndng d emalms ddrimen1m 10 Ma wok O°nil pmeN with the .ssa Nd arelama (edea. yes,utile; lembina6on of,Me knowin: nitmlmion IN!delmaladary mnditi-¢have bean corre.ed in.manna l-paa'e to trim,alLar, damaged ode w 1. Water. E.iCoom'inale earinemy Werk to dMi,wor;,cribe antl cape as requi.d for accurate ft Con.lat.I.-an of f,�1s I. Cannuouswiner-fog spray. fund.naiers.dlddn,grwntls and.;.Bata hmemd-1 work PART2-PROOUCT3 L.L d. Floss m Receive Curing Canpeend. 3�JOIST FRAMING g PP°nsmallm proper este[ 2.1 PERFORIV CEREOUIREMENTS t. A.ly un6ormly rn[.nada.¢operation olpmer.prayaroller in a[wmance vHM A Prwitle framing dsiies and spacings sham. A Stu .1Penamance;BWmall PI.-mited:Mwfgateranne.etl A.--n hall be mmNed m.MadurePs=m iner,dms. B. Install wah crown ed ppxlantl..eaM member tvHh rad lass Nan t-]m in��es.bearing on wandanaing deign leadsIII.limia and order-N..ns""I.e0.00mplywMrequinmRmsin TPI1 2. Re.at areas 5ubje.edm I—reimall Abn Ran no..after;ones-epplinan. ge up and umeas more. ,ranneii-ments are spedfed below. ]. Mei,NncorroY.hyd.-log,.,d-airla.agedaingw.,pemtl. C.,do'.wad beano hers. Ion alvanlu0 meal connatyrs.Prwitle doddn.joiin at enu B. Tabid.-mi.manledraquiremanahareaOdD,,hgs.R,iae9esign L.de'Subpa.grephbebwvmen Rc AI.R,-n'mnod M1as.opsedrem°.curidgc°mpa d*w-damagir, g.em ymafoi ging q dinign Intl,are in.uded he,.Indo.Mmr.bl.lie J-d,sn—medaal,seamic,rind,and,pIA l°ads. O son surfaces by method r[adminded by curing canp..d m.,ade ureenless ej6.s..e,daikd.h...,-,pod..lmdalj°islhanga. add load mmdnaa°ds, O.Do net int.Idris. Desi l.oada:As baicded. anWacW,c ceNfies cIrIg,,m nd does not interfere Am bending.Pear covering 1 gin mea on Prajett. E. Doe:blardein PSLAR.-late manull-ITsremmmendadons. 2. Mas mum DMe.on untlarDuign Loads: S F Prma.M RirN brow-nj.ste as n.ed orf dre-ii, C.Ravin defmtivn Ma- III Trusses'Sub 1 hers ase tar e. Floasm ppm.. .lyt.ne Sealing CO inti,'. piions paragrapm bo ovr ar irserla ppropnaa a .. let I..nomlyto Aoratil-ner,.nMen ecominu.aoperaotn by prover spay III...1,anticenngmaanals. or Mlarinacca0ence-a 1.headuraawn.-hns.N,m. . Rod TMe,.al VeNeltl.v.ondL2md 0 dein'W,,,Ro 0 S0a81 . 2. Renal areas su211, to Meavy d oplo.ale rd lon.a aRs nmol appli,ar a D.Lnsen a suomrary. File II,M1On-..I:VILean deal)d..or 1180 .e ng Iona Wanes. 3. RepeatPf0c.ss 26mvurs later-s amlyasec.d was.Maintain emanuilyINmaang, a. Flwrirsses:VeNceltldedion.LJ480d arts repan tlamage during mmg penal. span fa fives..and L240 d spanfw trial Ladd E. Comply with amllcaderequhemenbandrew,.end°d.s.TP11.T%DSB..d SBCABCSI. F. Wwe-.1.l_ionStuWBm:LOmgYwM aPPlicahk requiremenrsn AFPA Naa.al Dedgn SCALE.Y1'=1'd sad5fima.arawoo.Cm-Clop, DRAWN BY:CLW PROJECT NO,21121352 c nrl')r 10Q DCONAIT CCT SECT1ON312301-EXCAVATING,BACKFILLWG,ANDCOMPACTWGFOR STRUCTURES S H E P P H I R D ART 1-GENERAL ASSOCIATES 1.1CLUDES CI SactimSEOON Nntludn In.excavabvn,b..ergand mnpadingrequ'verl fu me sWneres shown in Ne Cud'tt ARCHITECTS+ENGINEERS D aw rigs. 1.2 GELATED secnorvs 26560 AGOURA ROAD,SUITE 706 A Semon o1a33D-swlMral speminals. CAIABASAS,CA 91302 1.3 REFERENCES A ASTM D4z2-Smndam Teat MMotl for I'l-aSlza Analysis x$111. d 310.670.9144 wdLs@shepae.wm B. ASTM D1557.Teal MMod for Labwatary G«npacfion Charadeesecs of SW Using Modified EXon 156,000 wwesc It-Ibllfl3). C.ASTM 0155fi-$ImdaM TeatMMvtl/w Dmany mtl Udl Weigh of Svil in Plam by Me Sand-Cone McMotl. D.ASTM 01500-SuneaM T�lMMoO fw PeneluRan Test entl SpX-Ramal Sampingl5041. E. ASTM 03D1]-SlandaM Tes[Matlmdfw Water Comenl lSoi and Rochin Plate by Nuclear McMoes (ShYlow OepIM1). F. ASTM 04310-SlantlaM TeatMMod l«Uquk Limit Plesdc Limk.entl Plesedtylntlex e(Shcs. t.4 DEFINITIONS AGranular subbase:Gmndarfi4 dybanaMslabslbnymde. B. BackMl',Fill immetlidely bahintl founfvuntlaam al-wrelaining watls. C. lfill:Fill under Me structure Mer Man the gmrMlar subbase, IS U,TALO-i,S A. M A Upon regaem.submilsdl lest.,.l pedvnned by Ore-dural Teaeng0nspaction Aq.- 1S OUALRY ASSURANCE A Swctuml TesfingslnsbpvcfimAganryshal parfwm the in-9 q.1fty-adill- Ml VerXys Iuml bbmpias-speCficabonl. 2. DYennine parbde size.figdd limit,plasgc llmil,Faaatyindex and maximum d-ly breach tp� SHEAR qOb . onaerveprelho-1 S T R U C T U R A L Pedmn a samaent 1.laln lfieltl Ian rr 250 lb vaMy mmpeWen lawclurel fill.As a minMum,perform one till pm gfifor every 2500 aquae fact I fill pacee. 5. -ifyly llol nmol.1 r airy. 6. Vadly quanfidealmrte4al romvvetl entl quantitieslmYedal placed where Un4 Prices are mvolvetl �- 1.]SUR- Dr 0. Pd l0 arn, ion,ndas-moa el.stakedanticW1111eya icenaed cunding Xdisrl des between eduel l D and elevmions exist notify Design Professional hY«e proceetling cath layeul l swcMre 1.8 SVBSURFACE CONDRIONS A caper la awaadare k,.eaegmionl Me aria wi4 he mane ayeutllewmrealelt.The dela is nlintemed Holly DI itall signed InierePresenlalbll Ctl tyd MecandneM lsuM cmdNona.Ownerwllndbe respmaiele f« 9 Y 9 mrYafiln lrr�rtdaamns drawn Merahnm by lea clnlraabr.TNe aete is made ava4ade rwae b HOII Jeffreys ulMe edtvann and is M.gasremeea m rapresam Yl mndeima the maybe...."'area. Y Y Y a. corm.normayeti'ivetnealleandmexam,n--analeexplvremnsatno add-rilmelid-Omer late:1023.05.22 Nntlly Dwnal,primo-.nn.bnganyb-urld,, tplora4an,. Jeffreys . 1.9 EMSTINGUTILJTIES ! 17:09:01-04'001 A LDraal-log uMerground dirN'ee by tarelul hantl excavation.XufilNes embremain in place.pmvtle prbleNbn from,-age tluen9 binawdibn oP«agorN. \\111(111// B. C-anal.W.C-l-nd nilry-penial in heaping raspacdve aeniT:d fabli4es in operaOvn.Dond rmp easdngudlity sarviw laallfiea Dcwpied and us.d by Owner yrM-,unless written pemriaaln is \�Ly 3EF, /.1 given by Me Design Rlessimal and then mly aRerumpvrery ufiliy cervices have been luvvid.d. `\�2'Oa.sCENSF LS C.Shedd--ted«in-btly-ra l piping ar mhl-Iflea be-cau-d Eadng ext ban,cpnsdt Me Design PrafessionY imme0iY aabndk-61fily - A 0.Report demagM dilmesu sagshcdbn laelily owner, tomo wu w= 110A NONy Me.-Dr Prvfessivna14--ra pdorb the bepnnmg Jany excaveb'an work. Cy.1']f5ii ev' PART 2-PRODUCTS 21 A Granular subbase shall W swn0 end hes-drvinin9,sucM1 as send,gravel yr wahad ctme wRM1 less Nan 10% 'o passing Me 200 neve.Maximum tliamner shYl be 1-112 inatas. 2.2 BACKFILL 1523'23 A Backlmeet Me requiremmu lMe garmlar subbase. 2.3 STRUCTURAL FILL Thind-alas Been de W.nically,:dd, B SwnurY fill shYl meas Me requnemems lbeclYll spenfietl aebve. dsrun by Holly JW.mys,Florida B. Si AILEMADRI be hes INorgania,tlebo antl tlelleeousmYeeals. license numberirg adin0r lnal-1 ig.-. 2.0 G0.EOTE-FABRIC timesump usingi-U cignaluro. GedexYela adipallba a nbmwbven/abdc lath esTreviu 1112 asmmdacurm by Nvacnsl Cleanese phn:etl lvpea.Nis Oocumml arenl Dvmwag0n«apprevee equal. c.';d.sidered aigned and sealetl and Me B. 8-19 pns shall he 1B-&long.W 64nch di-all,steel bars,puY ,,nad el ane ane and faMrased wM a pgnl-mbe verifitl vn any heed a ratan a ltad washer having. n--ide tllamler l 1.5 il electronic copes. argRT 3-EXECUTION 3.1 STRIPPING 0. Seip vegelativn,tgpspl,mds.and Mer unadubla n ladal b a deph tlYormined by lha Swdaral Tesdngnnspecllon Ag,ncy Wl rml less than ane loot nor lets than 10 fell-W.tie parhnarar Ilea B. =1-.Adan amounts I Ivpadl es requiretl In wv«ares.tv bo landscaped wIM a minimum of six intoes I melena. 32 EXCAVATION Aw Exwvabm all be cronsidrlad un desired. B. Perl«m excavation tv In.da,-and a-on Na Drawings and es 1pedfie0 herein. C.Do nI excev�e Inpl-,M4 tlapM wM1m Mere a I-b-ity of boll forming a ground heating in-1lbel BeachAdandc D.lSnl water may he encu--d during Me found-excavation.F-de a na-fir--ng Ne y p water lvalevelal l.p.d re feel helbw Me Ibwaslpr1M IMe excavetivn. _ E. Keep eLUNG ons dry by zbping ground away ban rides and mooches. 3.3 PROOFROLLING A MercbilXsingbrexcavatlonantlbeloreenyfi4pecemenCfRareasaha1lbepodrolletlwlM1amirimumdtwo Atlantic Beach Country.Club 1'1915 d e Ivatled dump cath br scraper In earA I two pamenalwlardlrocfibns. B. BaalvaduWsoftorpumpingsnallhaveMeavRaoilremwetland replaceewdnall fillane Phase. wmpametl outlined herein_ 3.4 PLACE STRVCTURALFILL Construction Documents A Da not p"BaliF ace swmurelfill on aubgmOe thY cmulns host mud«ISRmen. IS. SWCMmIRII seal De pacee aria almpOnealnB rMlcklome Byers, i6ar$B Vach,FaDrive D.Computstr*Ilrfirt-95 lnh.ce1Ipaemaximamdryee InCismeasuredhYModfietlPmn«,ASTM gtlaOliCBeach, L32233 01557,will wafer content wiMw+/-2 percent I Me bp0mum mdshae conte'. 3.5 PLACEMENT OF GEOTEMILE FABRIC A ceeleaie lsbdc a 11!be m:tared in Me areas dasigwud on the C.-Drawmga REVISION B.Lap lab.edges a minimum 116Inchea. C.sacudng pins sM1aO be used when necessary to ensure proper-ring l On.geola Dile fail NO. PATE DESCRIPTION 3.6 PLACEMENT OF GRANULAR SUBBASE 02-1023 OO PRIGNG A Dv nlpace granular subeeseon-9nde Malcvntainsbbat,n-yris frozen. 2 B. Compact grawlar wbeaseu g0 pemenlINMe maximum tlry tlenairy es measuretl by Modified PlvMI,AS 3 •03.3.23 90%CID 'j".T'water moment whin 12 percent d Me vpdmum n-caMenl 4 05-23.23 PERMIT SET 3.1 PLACEMENT OF BACKFILL A Backfill baldnd well shell be pI.M In lay-Isla Ncnes. B. Compact WUdll r-1 walls In 90 parcenll lea-an,dry danalry as meeauretl by INI-ed Proles. ASTM 0155),laitlt the wafer cement within+I-2 percent d Me optimum mvisNre'mem. 3.8 CLEANUP A Remove excess excavated materials Irvin lob site entl upm mnpetlln leave see in dem cvn0'nion. END OF SECTION V/ z O I- ILLQ U U W CL f CO z w w s SCALE:3N'=1'1 DRAWN BY:All PROJECT N0.:2022-352 c f1G/7Q/0Q DCONAIT CCT SHEPPHIRD PIPE "oi?U wwF va• NOTEz ARCHITECTS+ENGN ERS Nfi@tT 2-6. qEi 2,-g. L TIFTG EL MATCH FTG RENF ,. _ _ TICONC C65ALABA6A5,CA60 AGOURA R913023UITE 106 ADDREINFTO 3106709144 wil s@shep-opac9m 3LL VAPOR BARRIER SAw CUTC ry ONT —GRANUTARSUBBASE FTG REINF GRADE SUPPORTED BLAB ] U 20 I 1 G 1-fi' INDICATES SLAB 20 V. CONTRACTION JT CONTINUOUS TOOLED JOINT AND PIPE NEAR TOP OF FOOTING CJ CJ METAL FORM KEY DWGS AND SPECS CH -ADDL REINF TO FTG REINF WWF TIFTG EL MATCH FTG REIN F 2#5x4'-0'TOP AT =� . TICONC f m DISCONTINUOUS SAAB 1 ;u GO M,—TION JOINTT J'X' ' SHEAR C. - _ VAPOR BARRIER - •- CONST_RU T ON JO M GRANULAR SUBBASE oSTUr ON1TC 2m `. 15• r.}•. •1 d' 20' NOTE: �, � 1 2p5 x<'-P TOP 1. SAW CUT SHALLBE MADE SOON ENOUGH TO PREVENT CRACKING.BUT NOT 30500#AS TO � - - CAUSE SPALLING OF HTE CONCRETE WHILE SAWING.FOR JOINT FILLER,SEE ARCHRECTURAL DRAWINGS AND SPECIFICATIONS.FOR JOINT SPACING,SEE STRUMIZAL SPECIFICATIONS. 2. SAW LUTORDISCOWINUEREINFATCONSTRULTIONJT. I KEYED CONSTRUCTION JOINTS NEED ONLY OCCUR ATEXPOSED EDGES DURING POURING. ADVL BAR NO LONGER REQUIRED FOR WHEN DIMENSION EXCEEDS 3'-0' ANDBE PLACED OMNMUMCOF 90 DAYIS PRIOR TO INSTALLATIONOF FLOOR FINISH CURED d. Nfi@,2 A �OII Digitally signed TIFTG E �-� DONFRACT—OPTION DIMIOND DOWELS MAYBE USED IN LIEU OF CONTINUOUS CONCRETE KEY _ 12 TYPICAL REINFORCEMENT AT DISCONTINUOUS CONTRACTION JOINT ! a \TYPICAL REINFORCEMENT AT SLAB RE-ENTRANT CORNER AT KEYED JOINT. y by Holly Jeffreys . •U•. 30 S3. 3I4"=1-O" 5. PROVIDE SLAB BOLSTERS MIN A'-O'APART FOR WWF SUPPORT Date:2023.05.22 Jeffreys 17.09:19-04'00' 2'-B• 2'-B' •FTG REINF I % ,341CA�-DE SUPPORTED SLAB AT JOINTS PIPE UNDER FOOTING - 0`YCEEN FFAyi 1.NB NO PIPES TO PASS IN OR BENEATH COLUMN FOOTINGS. 2. PIPES SHALL NOT EXCEED In THE FOOTING THICKNESS AFTER IT HAS BEEN INCREASED. _ NGd2T 3. VERIFY PIPE PENETRATION LOCATIONS WI PLUMBINGCONTRACTOR ,AFu 2x STUD WALL,SEE - IE12x STUD WALL,SEE 2.STUD WALL,SEE PLAN • PIAN PLAN ZO TYPICAL THICKENED FOOTING AT UNDERGROUND PIPING i S3. 3/4" PLATE WI t2.OIA AiCHOR BOLTS, STAIR STRINGER PLV W DOD 2j//�SIONAL E�\VXNK BRICK VENEER (2)HEAW HEXNUTS AND STANDARD AEI BRICK VENEER S l SHEATHING PMTSILLPIATE WI5l8-DI0. //llJ I1II11\\V GHOR BDLT3,(2)HEAW WASHER DRILLED 8 EPDXIED T MIN WITH SIMPSON ANGLE HEX NUTS MID STANDARD oB233033 SNS CONT SIMPSON SET-XP@2-m O.C.AND WITH. SINS CONT ✓' CDNNELTION. ARCH VENEER WASHER @2'-0'GC.AND 12'OF ALL CORNERS.S'MIN.EDGE INSTAII PER MFR WITHIN t2 OF ML CORNERS TIIis Item luzbeen elalloNpally signetl N4@12' DISTANCE SHALL BE MAINTAINED. NN@1T I REQUIREMENTS. antlsealedbyHollyJeffreys,F— 3� %CI SIMPSON BP 518 3'-0' Ssense lwmber 82758 an Ne date antllor WWF —F \YgYF BEAKING PLATE @12•r 0me damp usingadigilal sigruWre. TISIAB EL TISLAB TrsLAe EL / TISIAB Eteg TISVS EL Pr' dc°p' °IN's document ere nol e.—�a o„a,ye tL 2x5CON. wwF y i VI ' - - 5 2N5 CONT BOT WELDEDE A�. �I L''`. _ \\ ,..0• ,.8- TO BOLT - 1 — m # NN@12 7- N.12'O C.t HK.DRILL AND EPDXY `N5@12'O C_I HK.DRILL AND EPDXY MIN.B'INTO(E)FTG.SEE NOTE 1, MIN.6-INTO(E)FTG.SEE NOTE 1. Adancic 11.. CARE SHALL BE TAKEN TO NOT DAMAGEANY EXISTING REINFORCEMENT WIHIN(E)CONC. EXTEND THICKENED SLA81'-0'BEYOND EITHER SIDE OF STAIR Beach �� TYPICAL TURN DOWN SLAB AT EXTERIOR LOAD BEARING ANDIOR Atlantic Beach Country Club .�16�SECTION AT WOOD STUD WALL INFILL AT E SLAB TURNDOWN 11'.SECTION AT,LEj SLAB TURNDOWN A 1 TYPICAL THICKENED GRADE SUPPORTED SLAB AT STEEL STAIR X37 SHEAR WALLS Phase 1 .s3.a 3/4"=1'-0' s3. 3/4'-1•_O'• .53. 314"=1'-0" S3. 314.=1.-0,. Construction Documents 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 1242-23 ISD PRICING 2 DZ-10-23 IDDPHICING 3 03.30-23 90%CD 5-T3-23 PERMIT SET 2x STUD WALL. SEE PIAN 3N5 CONT PLYWOOD SHEATHING W000 COLUMN, PT SILL PLATEWI MS'DIA 3'-P SEE PLAN ARC ROR BOLTS.(2)HEAVY .@12'SIMPSON BP SIB HE%NUTSMN STANDARD sIMPSON 0030665052 COLUMN W...@2'-P O.C.AND WWF GROUT VOID SPACE BEARING PLATE BASE.INSTAL PER MFR W ITHIN 12'OF ALL CORNERS WWF SOUD BELOW BABE REQUIREMENTS. FINGR� T.—EL NUTTORE WWF W ELOEO TO BOLT r A T/SLAB yy � lILI,, .SEW Y-0'SOUARE 2 SNS CONT N6@12 2'-0•TYP v/ J_ Q TYPICAL THICKENED SLAB AT INTERIOR LOAD BEARING AND/OR F0�TYPICAL SECTION AT INTERIOR WOOD POST 6 SHEAR WALLS 2 TYPICAL TURNDOWN SLAB W t s 3/4"=1'-0" 3! 314"=1'-0" E3 3l4"=1'-0" z _0 Q WOOD COLUMN, FOOTING SCHEDULE Z � SEE PLAN SIMPSON MPBBSZ COLUMN BASE. _ O MIN. INSTALL PER MFR REQUIREMENTS. MARK 532E W.—) REINF REMARKS T-1 LL rut@12.0.C.F- PEDESTAL F6.0 6'-0'x6'-0'x1T SN6EW BOTTOM Z 2N5 CRT. A 1 I I Ay WWF TISLAB EL I`❑�i - LL FN GR I 1 ,y(1.1ES@12'O.C. T i SLAB TURNDOWN.SYPH TURNDOWn 6N5 VERT OWLS - '.ADOLN4 TIE RENF NOT SHOWN FOR CLARITY. �` TIFTGEL SECTIONA-A W SEE FTG.SCHEO. W FOR REINF. a 6E'�' O'PIER d SCNED. a 0-S3.40 SCALE: 5 TYPICAL EXTERIOR WOOD COLUMN FOOTING 1 FOOTING SCHEDULE — DRAWN BY:HO 1'-0" PROJECT No:2022462 11G/00/00 DC DNAIT CCT SHEPPHIRD ASSOCIATES FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE ARCHITECTS+ENGINEERS PLYW000 DIAPHRAGM 26560 AGOVRq ROAD,SUITE 106 (STA.-SHE ETS AS CALABASAS,CA 91302 SHOWN) CONNECTION FASTENING LOCATION CONNECTION FASTENING LOCATION CONNECTION FASTENING LOCATION d 310.670.9141 wB.s@shepae. m ROOF WALL FLOOR BLOCKING BTVIN 1-Ts,RAFTERS OR 380 COMMON(212'%0131-) EACH END,TOE NAIL STUD TOSTUD(NOTBRACEDATWALL led COMMON(312-X0.162) 24-O.C.FACE NAIL JOIST TO SILL,TOP PLATE.OR GIRDER SBO COMMON(2-X ET 1') TOENAIL ,walE�a wa¢as TRUSSES TO TOP PLATEIFRAMING BELOW }IN BOX(3'%0.128'1 PANELS) 310d BOX 13-X0.12-) 33'%O.13t'NAILS 10d BO%(3'X0.120') 18'O.C.FACENAIL 33'X 0.131'NAILS SIMPSON PSCL 3�714GA STAPLES,7116-CROWN 3'X 0.131-NAILS 3 3714GA STAPLES.7116'CROWN (PANEL SHEATHING CLIPS) 33'14GA STAPLES,7119 CROWN F.-STBANDJOIST,ORBLOCKINGTO BO COMMON(2 In-X0.131-) D.C.,TOENAIL AT MID-SPAN WHEN SPAN BLOCKING BTWN RAFTERS ORTRUSS NOT 2.84 COMMON(2 1Z X0.131-) EACH ENO.TOENNL IS GREATER THEN t6- ATTHEWALLTOPPLATE.TORAFTEROR 2-3•X".131-NAILS TOP PLATE,SILL OR OTHER FRAMING BELOW 1pd BOX(3'X D.t28'1 TRUSS 2.3"14GA STAPLES STUD TOSTUDANDABUTTNGSTUDSAT IN COMMON 1312'%0.167) 16'O.L.FACE NAIL 3"%0.131'NAILS INTERSECTING WALLCORNERS(ATBRACED 9'1400.STAPLES,7015'CROWN SHEAR WALL PANELS) 2-16d COMMON IS NAILS 2'%0.182") END NAIL 1fid BOX(311TX0.135'I 12'O.C.FACE NAIL 13"%0131'NAILs 1'%fi SUBROOR OR LESS TO EACH JOIST 2:11-M ON(2l?%0.131') FACE NAIL }3"14GA STAPLES 2100 BOX CF%0.128') IN BDX(3-x D.12e') 12'01 FACE NAIL STRUCTURAL FLAT ILS BLOCKING TO TRUSS AND WEB FILLER I6d COMMON(312'X 0167)@IF D.C. FACE NAIL 3'3`14GASAPL 2'SUBRODR TO JOIST OR GIRDER 2.164 COMMON(31/2-X01ET) FACE NAIL 3'X0.131'NAILS @ 6•D.C. 33'1000.STAPLES,1118'CROWN 3'1+GASTAPLES@90.C. BUILT-UP HEADER(2-TO THEADER) 180 COMMON 1912"X0.162') 16-O.C.EA EDGE,FACE NAR 2-PLANKS(PLANK 6 BEAM-FLOOR O RDOF) 2-16d COMMON I3 VT X CA 62) EACH REARING,FACE NAIL IIIIIt#I�Mlf�l CEILING JOISTS TOTOP PLATE }Btl COMMON(212'X0.131') EACH JOIST,TOENAIL MISS 110d BOX X3126'1 1fid 80.(3112-X0.135) 12.O.C.EA EDGE,FACE NAIL BUILT-UP GIRDERS AND BEAMS.2LUMBER 20d COMMON 14'X 0.192') 32'O.C.FACE NAIL AT TOP }3"%0.131'NAILS LAYERS AND BOTTOM.STAGGERED Btl@1TALONG '-RGOF TRUSSES 39'14GA STAPLES,VI 6'CROWN CONTINUOUS H EADER TO STUD 4-Oa COMMON(]12'X 0.131-) TOENAIL OPPOSITE SIDES INTERMEDIATE SEE PLAN 4-10d BOX 0'X 0.120') IOd BOX(3'X 0.128.1 24'O.C.FACE NAIL AT TOP -ING CEILING JOIST NOT ATTACHED TO PARALLEL 3160 COMMON(3112' 0.16-) FACE NAIL 3'XU.131'NAILS AND BOTTOM,STAGGERED ON MEMBERS(iYP.) u011y Digitally signed RAFTER.LAPS OVER PARTITIONE(NO 4-10d BOX(3-x0120-)% TOP PLATE TO TOP PLATE IN COMMON(912'XO.tfi2') tfi•O.C.FACE NAIL n THRUST)(SEE IBC 2308.].3.1) 43'X0.131-NAILS 3S-14GA STAPLES,7116'CROWN OPPOSITE SIDES COIF AT by Holly Jeffreys 43'14GA STAPLES,7116'CROWN PANEL EDGES IN BOX(IF X 0.120'1 12'O.C.FACE NAIL AND: ENDS.FACE EACH {� Date:2023.05.22 CEILING JOIST ATTACHED TO PARALLEL PER IBC TABLE 2308.7.3,1 FACE NAIL 3'%0.131'NAILS 2-200 COMMON(4'X 0.19-) SPLICE.FACE NAIL Jel l reys,,:�9:3B-D4'CD' RAFTER(HEEL JOINT)(SEE IBC 2303].3.1) 9'14GA STAPLES,700'CROWN 3-100 BOX(3'X 0.128•) 33'%0.131'NAILS 4 ROOF DIAPHRAGM DETAIL COLLAR TIE TO RAFTER }10d COMMON(3•%0.148•) FACE NAIL TOP PIATE TO TOP PLATE.AT END JOINTS &160 COMMON(3TITX0f62') EA SIDE OF END JOINT,FACE 33"14GA STAPLE S.VNFCROWN 11111II7J/ 4-10d 60%13-X0.128') 1241)BOX(3'.X0A28') NAIL(MIN 24'LAP SPLICE LEDGER STRIP SUPPORTING JOISTS OR 3160 COMMON(3 VTXO.l621 EACH JOIST OR RAFTER, S6+ 3/4"-1-0" `\\%`Y 43'%0.13t'NMLS 12J- kISI'NNLS LENGTH EA SIDE OF END RAP(E0.3 4-10080%(3'%0.120') FACE NAIL `�$ 43'14GASTAPLES,7116'CROWN 12J-14GA STARES.7110 CROWN JOINT) _XR031"NAILS PLYWOOD DVIPHRAGM ,t, y,CENSF Jo 0.3.14GA STAPLES,Il1fi'CROW N RAFTER OR ROOF TRUSS TO TOP PLATE 3.10d COMMON(3-X0.148-) TOENAIL BOTTOM PLATE TO JOIST,RIM JOIST,BAND IN COMMON(312'X0.162') 15'01 FACE NAIL (STAGGER SHEETS AS 3-I6d BOX(3t?X0.135'1 JOIST OR BLOCKING(NOT AT BRACED WALL JOIST TO BANG JOIST OR RIM JOIST 3-160 COMMON(3 VT%0.1fiY) END NAIL SHOWN) - 4-10d BOX(3-X0.120') PANELS) I6d BOX(31/TXD.135-) 12'0.C.FACE NAIL 4-10080X13-%0.128-) %0.131-NAILS SIMPSON PSCL 43'1400.STAPLES,7116'CROWN 3'%O.131'NAILS 43•X0.131-NAILS 3'1400.STAPLES,7116'CROWN 43'1400.STAPLES,7116-CROWN (PANEL SHEATHING Cl1Ps) ROOFRAFTERSTORIDGEVALLEYORHIP 2-I6d COMMON(3112'%0.162') END NAIL AT M111 REN'1 111111 / F O RAFTERS;OR ROOF RAFTER TO 2'RIDGE }10d BOX(S-x0.128'1 B-MALATE TO JOIST.RIM JOIST,BAND 2.160 COMMON IS Is'O.C.FACE NAIL BRIDGING OR BLOCKING TO JOIST. 2-Btl COMMON(2112'X0.131') EACH END,TOENAIL IS GREATER THE' / , / //S0j 1 BEAM 9'X0.1-NAIL. JOIST OR BLOCKING AT BRACED WALL S- BOX(312-X Sv) OR TRUSS 2 I BOX(3"X0.128.) T 33'14GA STAPLES.THIF MOWN PANELS 43-%0.131-NAILS23'%0.131'NAILS ' 05232Mt 0.3.14GA STAPLES,7118•CROWN 1-3-14GA STAPLES,7116CROWN }1000 NMON(3'%0.148') TOENAIL TMS Item pas pem elearmlcaly signod 31fid BOX0-X DA-) STUD TO TOP OR BOTTOM PLATE Bd COMMON( TOENAIL and sealed by Holly Jelbeys.FI TO Od DOX(]-X 0.128.1 4.100 BO%D'X 0.130') license numpx 82758 m Ne date andbr 43'X 0.131'NAILS 0.3'%O.t3l'NAILS time Mamp using a dighM sgnalura. 43"14GA STAPLES.7116'GROWN 43-14GA STAPLES,VI 6-CROWN Pppytl copes oTNis tlocument ere nd 2.ifid COMMON 1311T X 0.18-1 END NAIL ® widered eigred anO sealed and Ne SIN BOX(3'X0.120-) / a sl9naMe must DQ verifietlmeny t ,P� elecnonicc�x. 33'%0.131'NAILS 33'14GA STAPLES,7116'CROWN TOP PLATES.LAPS AT CORNERS AND 2-160 COMMON 13112'%O.tfiTl FACE NAIL INTERSECTIONS }IN BOX(3'%0.120-) 33-X 0.131'NAILS 33'14GA STAPLES,VHS-CROWN Btl@9 AT NON- cONTN-S 1'BRACE TO EACH STUO AND PLATE 2-84 COMMON(2 IQ'%0.131') FACE NAIL PANEL EDGES 2-100 BOX(3'%0.126-) 1 X 0.131'NAILS 2-3- NTER 14GA STAPLES,7116'MEAN IALONG INTERMEDIATE FRAMINGAdandc Beach V -SHEATHINGTOEACHBFARING 2-Bd COMMON1212'%0.131.1 FALENAIL MEMBERS(TYP.1 2-100 BO%(3'X0,128') 'X 8"AND WIDER SHEATHING TO EACH 38d COMMON 1211'%0.131'1 FACE NAIL SEE JOISTS TRUSSES SEE PLAN BEARING 3100 BOX 13'X0.128•) Atlantic Beach Country Club. 19 FLORIDA BUILDING CODE FASTENING SCHEDULE 3 FLOOR DIAPHRAGM DETAIL Phase 1 564 12" 6;4 314„=1'-0" Construction Documents GL 1600 Selva Manna Drive PDST Atlantic Beach,FIL 32233 �� FLOORING BY OTHERS,SEE ARCH REVISION L.- gX6 W00D POST,SEE PLAN 5 SYSTEM NO. DATE DESCRIPTION PLYWOOD SHEATHING, - _ (E)RIPPED SLEEPERLYWODDSHEATHING 1 12-11-13 Ell PRICING SEE PLAN CL COL - FLOORING BY OTHERS.SEE .. -- -O- (E)PLYWOOD SHEATHING 02-10.23 DD PRICING - P . --- - - RS SE ... ..' 3 090 29 90%.CO SIMPSON 0.90 ANGLE @ EA 2a. � __ _ _ .- - - - - - - 1,RIPPED SLEEPER SYSTEM BY OTHERS.SEE gRGH 05-23-23 PERMIT SET REQUIREPER E NTS REQUIREMENTS. g'/y FLOORINGSY OTHERS,SEEPRCH - PLYWOOD SHEATHING. POST,SEE PLAN = - - ��SEE PIAN IIr 2x RIPPED SLEEPER SYSTEM ` I I � " I -�BY OTHERS,SEE ARCH STUDWLL@SIM.)IS) STUID (NEW WOOD •. Ij _ STUD WALL@SIMJ d - I S . � CON12Xd H PRE-ENGINEED WOOD FLOOR TRUSS BYfia------ _F , OTHERS.SEE PIAN.STAGGER NEW O LVL BEAM,SEE PLAN (21 SIMPSON 0.34 ANGLES@EA .. `3- - *-'li BRACKET.INSTALL PER MFR _____Yy ___ _____ TRUSSES BETWEEN(E)BOOR j REQUIREMENTS. _____'________ TRUSSES. N-S18W111-ed ." `\•• PRE-ENGINEERED BRACKET SHALL •• AILS EA END(22 ' (2)U TOP PLATES BE CAPABLE OF THE FOLLOWING NAILSTOTAL) IE)PRE-ENGINEERED TRUSS PROVIDE WOOD STUD WALL BETWEEN fE) ` /�/ TRUSS HANGER BY ALLOWARLE LOADS@fix MEMBER: LVL BEAM,SEE PLAN- M LVI BEAM,SEE PLAN 1312x8 STUD PACK BELOW BEYOND.SEE PLAN FLUORDEEP FLOOR TO PROVIDE BEARING FOR Ir-n/ OTHERS SIMPSON HMIGER.INSTPLL PER MFR REQUIREMENTS. 10' DEEP FLOOR TRVSSES. y------------ -rte DOWNWARD=037 LBS SIMPSON CMST14 COIL WOOD COLUMN,SEE PLAN UPLIFT=237 LBS STRAP.INSTALL PER MFR REQUIREMENTS. I (E)LOAD BEARING WOOD STUD WALL PRE-ENGINEERED WOOD RCORTRUSSBYOTHERS '^ I I J PRE-ENGINEERED WOOD BRACKET&CONNECTION TD STUD WALL BY OTHERS, I W 1a SECTION AT CANOPY BRACKET 14 SECTION AT LVL BEAM TO COLUMN CONNECTION _ 10 SECTION AT 6X6 POST 6 SECTION AT STAIR INFILL 2 SECTION AT PRE-ENGINEERED FLOOR TRUSS e6e " 584 314"=1'-0" UI Z 2 HEADER SCHEDULE HEADER #OF KING #CFJACK E)WOOD STUD WALL,SEE PLAN.(E)WALL B(E)ROOF LEVEL OPENING SIZE SIZE STU05 STUGE SHALL BESH-EDPRIORTONEWPRE-ENGINEERED LL FLOOR TRUSS PLACEMENT.SHORING SHALL BE THE LESS THAN 4'-0' (4)2x6 1 RESPONSIBILITY OF THE CONTRACTOR. Q `e 1 FLOORING BY OTHERS.SEE ARCH O GROUNDTO ROOF 4'-P-6'-P (4)2x10 J FLOORING BY OTHERS,SEE ARCH RIPPED2x SLEEPERSYSTEM8Y FLOORINGBYOT4ER3,SEEPRCH u GROUND PLYW00D SHEATHING OTHERS,SEE ARCH SRIPPED EEAR ARCH SYSTEM BY OTHERS. RIPPED 2.SLEEPER SYSTEM BY SYSTEM SLEEPER WOOD STUD WALL SCHEDULE j Q N gggLIAM SEE ARCH ERs,SEE ARCH �- sY5'EM o GREATER THAN S-0' SEE PLAN SEE PIAN SEE PIAN I RYWOOD SHEATHING DTH - - - - - `T] MARK STORY STUDS NOTES aN�/ PLYWOOD,NAIL WI LVL BEAM,SEE PLAN W1 1ST 2%4@ffi'O.C. < DOUBLE TOP PLATE, IN s-� PLYWOODSHEATHING,5EEPW4 -(E)PLVWOOD SHEATHING J LOP PLATES 4'-0'M1IIN NAILS @ 6'EA SIDE, PLYWOOD SHEATHING 2ND 2X4 @ I6.O.C. V STAGGERED Y 1 W2 1ST 2X6@W0.C. I')IN FA SIDE CONT.2X4 �-(E)SLOPED PRE ENGINEERED V /I WOOD TRUSS.SEE PLAN I.. m SLOPED PRE- n I HEADER SECTON WOOD`_-JD WALL �� ENGINEERED TRUSSES A OTHERS -- W PROVIDE 24 KICKERS -- I 2x BLOCKING TO MATCH R @ BOTTOM OF WALL - -_ ff11 2.JACK LOAD BEARING WAIL @2'-0'O.C. LJL 8 AND SHEAR WALL SCHED SLOPED PRE-ENGINEERED W000 STLIU/DEpS,SEE sLOPED PRE-ENGINEERED TRUSS TRUSS BY OTHERS TRUSS TO MATCH F.H"GER R SILL PLATE 160@12-STAGGEREDVERT, BY OTHERS.SEE PLAN SL OPE OF JE)FLOOR TRUSSES, 1 KING TO JACK STUDS CONTRACTOR TO FIELD VERIFY t-(E)WOOD SND WALL.SEE PLANEXISTING CONDITIONS. PRESSURE .. TREATED SILL PLATE ELEVAT0-S6.40 ION y� 1T TYPICAL LOAD BEARING WALL HEADER SECTION AND SCHEDULE 13 SECTION AT NEW ADDITION RUSSES PARALLEL I B.1 SECTION AT NEW PRE-ENGINEERED TRUSS ATM STUD WALL 5 SECTION AT EXISTING PRE-ENGINEERED FLOOR TRUSS 01,14 OOD STUD WALL SCHEDULE SCALE:BYi HD 14"=1'-0' DRAWN BY:HD 6. sfi. 3f4" 6.4 314" 314"=1'-0" PROJECT NO.:2022-351 ORf'DQ f70 DCDRAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS*ENGINEERS 26560 AGOURA ROAD,SUITE 106 PLYWDODSHE—ING CAlABASAS,CA 91302 PC ast 8 310.67009144 B'OLs@shepae Iwn CONNECTIONDFOUTLOOKERTOPRE- 1 mwurixewm ENGINEERED TRUSS TOP CHORE BY OTHERS, - a.enasrt_rs•xrsn¢.0 sE� SHEAR PRE- E WOOD TRUBBY OTHERS S H EAR PSONH2AHURRICANE TIES TRUB3WSTALL PER MRREQUIREIENTS. STRUCTURAL WOOD POST,SEE PLAN !tea OU LOOKER BY OTHERS.OUROOKER TO MATCH(E)OUTLOOKER PROFILE. Holly Digitally signed 4 SECO TBEAM AT ROOF by Holly Jeffreys ss.a 3/4"=1'-0^ Date:2023.05.22 Jeffreys 17:09:57-04'00' CEN E N RF`S POST 4SSTMs �I gYYed]D SxafRTHE1G �.a� F CL CONNECTION FSSE TO PHOTO PRE- NAL \\R BEAM `� ENGINEERED TRUSS TOP CHORD BY OTHERS, • �_• 1Sxa-x1a TMs Ean Mas been HxbEMcally 11911E - bcelselnum�ber 82]50 JmN ane anElol _• Eme lbmP usingatligiln signnure. ' PvlleE copes1f11Nis El arenm l - nb Nu-' aniExeE signed —1,,d entl sealed antl Ne SEE PY'GH a,ignameNem�Xa�E m any Lr1N�rM - —PRE£NGWGEERED WOOD TRUSS BY OTHERS C ' —TO PRE HORS PHIOR TO OF BEL TRUSS \ TRUSS.INSTALL PER MFR REQUIREMENTS, 0 BE SHORED PRIOR TO DEMO OF IEI WALL BELOW 8 - INSTAL LATIONOFNEW2x BEAM.GCSHALLBE }' WOOD POST,SEE PLAN -i i RESPONSIBLE FOR ALL SHORING AND SHORING I PROCEDURES. L(2)SIMPSON H25A HURRICANE TIES @ EA TRUSS,INSTALL PER MFR REQUIREMENTS. OU LOOKER BY OTHERS.OOKER PR FILE. Beach 2.BEAM,SEE PLAN TO MATCH IE)OUROOKER PROFILE. QDTa Atlantic Beach Gauntry Club_ 11 SECTION AT NEW 21 BEAM y2[EI PRE-ENGINEERED TRUSS 3 -SECTION AT 6%6 POST AT ROOF Phase 1 ss.a 314„=1'0" ss i'-0" Construction Documents 1600 Selva Marina Drive Atlantic each,TL 32233 REVISION ND. DATE DESCRIPTION __ ____ 3 0]-30-23 90Y.CD ATTACH SHEATHING TO '� III I I A 1221221 WALL PERMIT SET WALL STUOSA3LOCNING III I I MIN LAP AS INDICATED ON III I I 2ROW30F t6a GUN NAILS 'H"WALL SCHED III i I I AT STAGGERED I IIrI I I 2x STUDS,SEE SCHEDULE I III III III PROM --EL } III III f III BLOCKING GES.TYL III I III III x l III EDGES.ttP .I I11 I11 SHEAR WALL SHEATHING,SEE III I SH EAR WALLSCHED III 1 I III I I PRO VIDE(])STUDS III AT PANEL JOINTS,TYP NOTE: 2x WALL STUDS ARE NOT SHOWN,SEE PLAN (n J a w 8 TYPICAL TOP PLATE SPLICE &Y PICAL SHEAR WALL PANEL LAYOUT Q) t'-D• !4"=1'-0' (D Z HOLD DOWN SCHEDULE THRU sruE Q MARK TYPE BOLT OUANTfiY J CONCRETE BASE ANCHOR DIAMETER LI_ HDI HD]B 119- (2)2x PABTWITEMBEDMIN. CI FML cOHRWG BY OTHERS.SEE —•+I O j~ 1SLALL PER MANUFACTURER ORIPPED 2SLEEPER SYSTEM PLYWODDSHEWG ¢ BY OTHERS,SEE ARCH REOUIREMENr3 o — SHEAR WALL SCHEDULE WOOD STUD WALL.SEE PLAN - — STUD Ott AT MARK SHEATHING ATFALHMENT WALLENGS Z ml SHEAR WALL STUDS, _ u SEE SHEAR WALL II SHEAR WALL SHEATHING, ONE SIDE 1513Y APA Ba NAIL@6'AT PANEL SCHED III SEE SHEAR WALL SCHED SW1 EDGE AN012'AT (212xB ��Illy RATED SHEATHING HOLO GOWN BOLTS AND SHEAR WALL LAYOUT IMERMEDIATE SUPPORTS 2M CONT. TOPANDSH BOTTOM, '^ SEE SHEAR WALL II WALL STUD VJ SCHED, II r NOTES: Z INSTALL THENUT DIY II� ANCHOR BOLTS PLACED 1. SEE 210-S6a1 FOR A00R10NAL INFORMATION THE II BETWEEN SHEAR WALL END II�� OPPOSITE SIDE OFTHE II POSTS.519'DIP.ANCHOR BOLTS L— HOLD DDWNASSHOWN �� @1'_0-CC. w P ^ B _ SIMPS SEE HOLD DOWN II LL 8 SLOPED Y OTHERS. WOOD STUD WALL,SEE PLAN TRUSS BY OTHERS. SCHED ANCHORBOLT, SEE HOLD DDWN SCO CONCRETE FOUNDATION 0-S6.41 FOUNT SCALE!5E'=11 SECT ION AT SECOND FLOOR AT DUMBWAITER _ 5 SHEAR WALL HOLD DOWN DETAILS AND SCHEDULE ��,,SHEAR WALL SCHEDULE DRAWN BY:HD s5.a 314'=1'-0" v sa.a 314-=1'-0' `ss?i'314"=1'-0' PROJECTNO.'.2022252 nrl'7QJMQ DFD■AIT CCT SHEPPHIRD ASSOCIATES CON TRACTOR TO FIELD VERIFY ARCHITECTS t ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J 31D.67D.9144 N91.s@step-ae.wm SLOPE;SEE NOTE 1 wa,rss O SHEAR iTRUCTURAL —STUI)— NOTES wnLLNOTES 11, DIMENSION OF TRUSS SHALL MATCH THE EXISTING CONDITIONS. HOIIy Digitally signed CONTRACTOR TO FIELD VERIFY ALL EXISTING CONO RICH S. by Holly Jeffreys 2D T7 PROFILE Date:2023.05.22 g64 ,,,z•=,'_D• Jeffreysl7:10:15-04'00' LONTRACTORTO FIELD VERIFY 1 O`yGEEFFe �_4 Ns.d27�(� !J� �iOMIcA 2� ///7SSI/O1NII1110 G\\ Tnie n�,n I neve recvomealb alC ana sealeE by Hany janreya.Ruiaa (cense nurnner 82758 on Ne using EigsigIs andlor lamp a ilal naAve. Pn'n etl copies dNls eocument are nW reE andse d aneanyy agneNre must be verifieJ on electronic tcpas. WOOD STUD WALL WOOD STUD WALL 7O .TDIMENSION OF TRUSS SHALL MATCH THE EXISTING CONDITIONS. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS. Atlantic Beach Counts Club PROFILE Phase 1 4 1 117,=1'E Construction Documents 160D Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 0—.23 190%CD 4 OS23.23 PERMITSET CONTRACTOR TO FIELD VERIFY �—SLOPE;SEE NOTE 1 I�SEAM WOOD STUD WALL 1. CONTR AIOCTN OORFTTO FIELD VAELLRIFYALLE%STING TING CONDITIONS. ��•� CONDITIONS. — V/ W J_ LL 0 '1a T3 PROFILE 9s_ 314'=1'-O' fy— CL U) U) D f 0 CONTRACTOR TO FIELD VERIFY Z r SLOPE;SEE NOTE le^� U Y / UJI N w SEAr4 wao0 STuo wuL 8 s /� NOT OWENSION OFTRUSS SHALL MATCH THE EXISTING CONDITIONS. O `JG./�2 CONTRACTOR TO FIELD VERIFY ALL EMSTIN G CONDITIONS. — V T SCALE:A,in 17 T4 PROFILE DRAWNB).HD s.4 3"=14 PROJECT NO.:2022-352 n9J9Q10Q DCDNAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS i ENGINEERS 26560 AGODRA ROAD,SURE IDS CALABASAS,CA 91302 b 310.670.9144 All,&heP-3e.cam Q Q Q SHEAR a0'41' t1'-10 SIB' STRUCTURAL _kq— " I 634 STRINGER@ M 1211,11 rvoHED 2 STAIR 59A -•O.C.,TYP. W2SWl HD1 1 �r --- - --i--- Holly signed H P i 1i ss. I olly by Holly Jeffreys h sfi. o Date:2023.05.22 3 I 6 Jeffreys 17:10:32-04'00' I. ppl0lllrrq� `H JEFFRE/I Ra 911 I I 1 I 63.4 SO O E 3 Ys L _1 f (E)H5$1�61[Vt FII p{WIW,7AT 1PY- LEISLPB TURNDOWN TO REMAIN 1-.I 111 HS59X5X12(F.VJ CJ.TYP SEENOTES I �T S1ATF+ S 11OI1aoX``: w'� w t._ I ; This gem bes been eleclronicalN Ngnetl r 1 53.6 L 1 antl sealetl by Holly JeNNrys,Floritla __ I I I I 9cenae number 32]56 on Ne Eale anY;or 3 13 Yme damp using a dg"signalum. �es of Nis tlawmentare not W1 WOW STUD WALL INFILL.$EE.CTE I3 Pnmetl 1 I mnitler Signe benverifiee manma i tlgnave meal y LJ 15 - �J Mearonic wPg. I 1 I 9 SLAB ON GRADE SEENOL IFE -� IE1TE 4 4'SLAB ON GRADE TISFFE 11,38) EL T/IEI SLAB EL=I—(FFE=11.381 - 1 I Adandc am Ir I 1EI1aTICREVEp ssB:IAv: --�( (212x12 NOTCHED I /I STAIR STRINGER@ T f Atlantic Beach Country Club O.C.,TYP. S3.4I [ I 1 I Phase 1 -__ - _ r Construction Documents 1 1660 Selva Marina Drive L I - Atlantic Beach,FL 32233 I. � T'( (EIHSS9X5X112TOREMAIN,TYP.(F.V.) --- --- ,.6 r NOOVISDON DESCRIPTION 3. 1 ,? 1 12-02-23 EDPRICING j _--___ ___ _ _ _ _ - _ -___--� 0333-2 z 02-10-23 DN B - - —---—— 3 3 o%GO S2 O3-23 PERFER W MIT SET --__ - 453. i i -,-x' {EI XSS9AR1p ay 13iMAP�7YP IFVII 3 J 3 t HDl - SWI , HD1 L H01' - CJ,TYP_SEC NOTES SLAB ON GRADE 53.40 L_ SEE NOTE TISLAB EL=0'lY IFFE=1139) I I I 1 I I Q Z O 1 PETE'B TURN FOUNDATION PLAN -sT1 714"=7'-0" NOTES. 1. 5 6SO40 FOR STRUCTURAL GENERAL NOTES. Q 2. SEEARCHEORADDITIONALINFORMATIDNANDDIMENSIONS. Z 3. FK INDICATES COLUMN FOOTING.SEE 110.53.40TATG=-1'A'UNO.BASED ON TISIAB REFERENCE ELEVATION 4. PROVIDE 4•SLAB ON GRADE REINFORCED WITH WINE 6GW2.9-9 ON VAPORBARRIERAND 4-GRANULAR BASE. 5. CJ.INDICATES SLAB CONTROL JOINT.SEE 410.$3.40 AND GENERAL NOTES FOR ADDITIONAL INFORMATION. 6. PROVIDE REINFORCEMENT AT RE-ENTRANT CORNERS,SEE 8N-- O _ 7. CONTRACTOR SH ALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILRY AND PLUMBING LINES,SEE 2010.6540. B. SW,INDICATES WOW SHEAR WALL.SEE I0.S641 FOR SHEAR WALL SCHEDULE ILL 9. XDx INDICATES SHEAR WALL HDLD-DOWN.SEE 510.56.41. 10.W a INDICATES NEW LOAD BEARING STUD WALL.SEE 110.66 40 FOR WOOD STUD WALL SCHEDULE. Z ALL WALLS SHOWN ARE LOAD BEARING WALLS ANOIOR SHEAR WALLS.SEE ARCH FOR INTERIOR PARTITION WALL LOCATIONS. 12.EXISTING STRUCTURE SHOWN ISA GENERAL REPRESENTATION OF FRAMING BASED ON-STING STRUCTURAL DRAWINGS BY MCVRGH 8 MANGUM ENGINEERING,INC.FROM MAY 25,2016 AND SHOULD NOT BE ASSUMED TO SHOW E%AGT LOCATIONS OF Q MEMBERS.CONTRACTDRTO FIELD VERIFY ALL"STING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER BE ANY m DISCRE—CIES, 13.WOOD STUD INFILL SHALL MATCH THE SPACING AND SIME OF THE WOOD STUD$OF THE ADJACENT—S '4Y 14.(E)SW INDICATES AN EXISTING SHEAR WALL.EXISTING SHEAR WALLS SHALL HAVE NO PENETRATIONS UNLESS PRIOR APROVAL FROM V! $EOR. LULW L 8 4-S1 . 1 SCALE:uilwwee DRAWN BY:HD PROJECT NO.;2022-352 a far./77/77 DCDRAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J 310.670.9144 A.s@shep-ae.= I 5t'-lO 5le' I I _ A R 46'A' „•-,x618• STRUCTURAL �neaws�.�l I I ARAM��1�N uOl�`/ Digitally signed 2,12 I (2I 2.12 NOTCHED I H STAIR STRINGER by Holly Jeffreys rvl 2x12 O I -0'O.C.,ryP. Jeffreys Date:20-04'0 ' tr 17:10:50-04'00' Y�o I I 2x12 I \\VVYIIJ EIFF/YY�Vj� 3 T1 X1'4.O.C. I 64, SEE NOTES /1,17111111 I Sfi I TNis nem nes been elecvavcally signed TYP1—j' 84 -- anE zealetl by Hdly JeRreyz.Florida J license numner 621.m Ine d-and., 8[E 1M7TE B 56.1 I 6.4 P mfg aletl sm9ue beeerHied maany e CANOPY II ele[bcni[[apiea. U'iMiY F[N'EERED FLOOR MEE!!GI'ffEpEC c_OdE NxUIb TNyygQa I 6 WOW-1y5E5�t'�•O.C. v �,'a"OL ' _ �- ® � l 56.4 �2e3 W0003-'UG'AtH.L TO AFAIA.I eFLtlw a=Y1 _ ryp Atlantic Beach CGuniry Club Phase 1 TIQ'� IL Construction600 Selva Manna Dnve is SEE NOTE 9 L i� Atlantic Beach, 233 1 f I REVISION —NEW EnWOOD POST NO. DATE DESCRIPTION 12-D2-23 SD PRICING � I�� 20.2 - - 13),-1'Cxt4 LVL 2 Ob10.]3 DD PRICING 3 033 90°A CO � 2 I - 4 OSt}Z3 PERMIT SET 1 L4-1: -fl 6WOODPOSTTOREMMN,TYP.IRV.) � 56.4 —NEW 6%6 WOOOP ST IEI H559X5%12TO REMNN,TYP.(F.V.1 TW :312x12 .2.12@1' O.C. 1 (2I2x NOTCHED I 2x6 Y-0'O C. 2x12 @ 14'O.C. CANOPY I B SIM I 36 a. I I - I I I I J LU I I I > J I WE 'S TURN FRAMING PLAN-LEVEL2 Q SEE-0,40 FOR STRUCTURAL GENERAL NOTES. I� 2 SEEARCHFOR ADDITIONAL INFORMATION AND DIMENSIONS. 3. DECK BIND CA ES DIRECTIONAL RELATIVE TOFlDFLOOR LOFLOOR DREFERENCE ELEVATION=0'-ITz . - �.INDICATES DIRECTIONAL SPAN OF314-PLYWOOD FLOOROF DECKING. EE 4I 60. _ 6. LMEM MEMBERS TO SPA OF518-STLD.W000 TBG ROOF DECKING.SEE 41056.10. 6. 2x INFILL MEMBERS TO STRAP TO IEI WALL STUD. T. TR DEEP PRE-ENGINEERED W NTI FLOOR TRUSSES TOMATCH EXISTING FCODR ANDTRUSSES MOSS IS SHORTENED SPAN. Q 0. TRUSSES SHALL BE SHORED UNTILNEW S FT HECONTRATOR-ISIN PLACE ANOTHETRUSS IS STRAPPED TO THE NEW SUPPORTING PSL BEAN. SHORING SHALLBETHE EERED WOOD'OFTHECONTRACTOR 9. Tx INDICATES PRE£NGINEEREO WOOD FLOORTRUSSES BYOTHERS.SEE GENERAL NOTES AN00.56.42 FOR TRUSS PROFILES,SEE ARCH FOR ILL TRUSS BEARING ELEVATIONS. SEE 1TIO AD FOR HEADER SCHEDULE FOR HEAD ERS NOT SHOWN ON PLAN. 11. EE 19 56.40 FOR FLORIDA BUILDING CODE FASTENING SCHEDULE FOR ALL CONNECTIONS NOT SHOWN. z 12.SE)SW INDICATES AN EXISTING SHEAR WALL.EXISTING SHEAR WALLS SHALL HAVE NO PENETRATIONS UNLESS PRIOR APROVAL FROM 3EOR. ,y J fV1l-1 LL 9 4-S1 .2 SCALE:A,---- DRAWN BY'HD PROJECTND.'.2022352 a nGMQ7'J9 OCG AAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS 4 ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 8 310.670.9144 wlll.s@shepae.wm lij � 3 U I I 5,'.,6 ve• S H EAR 46•-0- „•-,6516• STRUCTURAL sEE norE6 H ly Digitally signed sse fl by Holly Jeffreys Date:2023.0522 Jeffreys 17:11:19-04'00' PRE-ENGIN EREDWOOD TRIISG�IF3 A P.lu eiD _ Is _ 11'4 LD — a0 NCENBF YS —r6 6 R rFO G2¢, - r , 3 TW Tnu nem las ceanaMraNcellr signed ' II ane zealee by cense nu H.Ily lAh F-1 6.4 li -82158—he aae anal.! tlTYP Pan ee copes a N i a.g- l arena I s l y N m N 4 c.asiaeretl sign.e ene seaI,dlee ane v,e — �L _ � w � 6.4 synannekar.ac veri(a.n any ❑{P,] p (E)FREENGINEERE.WOO.—ISESD 3 PRE-E NGINEEREDDWOODTRUES GGp8 - - 41 f�2'-PO.C. F 3 o S� ^� SEE NOTES BeachAulamic - - a Atlantic Beach Country Club Phase t Construction Documents 1600 Selva Manna Drive FF ! 3 Atlantic Beach, E REVISION NO. DATE DESCRIPTION .tidy _ 1 12A2.23 ISO PRICING �� - (311-314x3,/2 LVLL 2 62-,0.23 DO PRICING B _ _ _ _ - __ —(312x16lJ I L�f YnTdS1f - i::..ZT _ —�)-•i-. — _ _ _ -23 W%ED 4 —3 1 = 4 06-23-23 PERMIT SET PR£-ENGINEERED WOOD TRUSSES r @2'-O-O.C. 4 1 CEN,ER PRE£NG EREO TRUSS OVER 6X6 POST TYP I I I I I I I J c� Zc 1 PEA'S TURN ROOF FRAMING PLAN ROOF FRAMING PLAN G sl 714"=1'-0' Q CiML 0-1 1. SEE 0.50 40 FOR STRUCTURAL GENERAL NOTES. 2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMEN SIONS. LL 3. DECKREARING ELEVATION VARIES RELATIVE TO FIRST FLOOR REFERENCE ELEVATION=P-P UNO. 4. INDICATES DIRECTIONAL SPAN OF 5I8'T&G PLYWOOD ROOF DE—G.SEE 310.56.40 ILL PRE-ENGINEER ED WOOD T-32—MATCH THE PROFILE OF(E)PRE-ENGINEERED WOOD TRUSSES.CONTRACTOR TO O FIELD VERIFY. 6. EXISTING PLYWOOD SHEATHING SHALL BE REMOVED 4•-6'FEET AND REPLACED WITH NEW SHEATHING TO STAGGER WITH O D ADDITION SHEATHING. 1. SEE,TI0.56A0 FOR HEADER SCHEDULE FOR HEA.ERS NOT 3HOWN ON PLOY. N 6. SEE,810.56.46 FOR BE FASTENING SCHEDULE FOR ALL CONNECTIONS NOT SHOWN. LZ LL F— W W LL 4-S1 .3 SCALE:1— DRAWN BY:HD PROJECT NO.:2022352 11GIOOI'O DCDRAIT CCT GENERAL NOTES GRAPHIC NOTES SH 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, 26566 AGOURA ROAD,SUITE 106 1 WORK INCLUDED IN CONTRACT:ALL INCIDENTAL WORK OR MATERIALS, AND ALL OTHER PERMITS,FEES,INSPECTIONS AND LICENSES REQUIRED GUYS REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING SKILLED AND EXPERIENCED IN THE FABRICATION AND INSTALLATION OF ALLOWING FOR THE THICKNESS OF FINISH MATERIALS. CALABASAS,CA 91302 THE WORK INVOLVED.ALL WORK ON THIS PROJECT SHALL BE PERFORMED NOT SPECIFICALLY INDICATED HEREIN,WHICH ARE REQUIRED BY GOOD FOR THE PROJECT. STRUCTURE AND COMPONENTS,ADJACENT SOILS AND STRUCTURES, b 310.fi76.9144 w61.s�shepae.cam PRACTICE OR BY ESTABLISHED BUILDING CODE REQUIREMENTS OR AS 3 DEPUTY INSPECTOR ARRANGE AND PAY FOR THE SERVICES OF A DEPUTY UTILITIES AND RIGHTS-OF-WAY MAY BE SUBJECTED DURING IN ACCORDANCE WITH THE BEST AND ACCEPTED PRACTICES THE C.VERIFY DIMENSIONS MARKED"VIP"PRIOR TO START OF CONSTRUCTION. REQUIRED BY BUILDING DEPARTMENT FIELD INSPECTORS TO COMPLETE INSPECTOR AS REQUIRED BY THE GOVERNING AGENCIES. CONSTRUCTION. VARIOUS TRADES INVOLVED AND IN ACCORDANCE WITH THE DRAWINGS, AWINGS, 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 REVIEWED SHOP DRAWINGS,AND THESE SPECIFICATIONS. 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, D.IN THE EVENT OF OMISSION OF DIMENSIONS OR CONFLICT BETWEEN - .Ana:Ern srmlr�ea C.PROJECT COORDINATION 8 SUPERVISION LEVEL,SQUARE,AND TRUE,OR TRUE TO INDICATED ANGEL,AND IN EXTRA COMPENSATION- IN THIS CONTRACT.EXACT MEASUREMENTS ARE THE CONTRACTOR'S DIMENSIONS AS SHOWN,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 1 RESPONSIBILITIES:BE IN CHARGE OF ATTHIS CONTRACT AND THE SITE,AS RESPONSIBILITY. PROPER ALIGNMENT AND RELATIONSHIP F THE WORK OF OTHER TRADES. 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 5 ARCHITECTS RIGHT OF REJECTION:THE ARCHITECT RESERVES THE RIGHT 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 OF F 3 INCONSISTENCIES INDOCUMENTS:IN THE CASE OF INCONSISTENCY 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 09 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 A.S BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT AND PROGRAMS IN CONNECTION WITH THIS WORK. 72 VERIFICATION OF MECHANICAL REQUIREMENTS:VERIFY THAT ALL TRADES INVOLVED.SUCH INFERIOR MATERIAL OR WORK QUALITY SHALL OTHERWISE. — NOT CLARIFIED BY ADDENDUM,THE BETTER QUALITY OR GREATER MECHANICAL ROOMS,SPACES FOR HOT WATER HEATERS,AND DUCTS, BE REPAIRED OR REPLACED,AS DIRECTED,AT NO ADDITIONAL COST TO 3 SUPERVISION OF TRADES:PROVIDE SUPERVISION AND COORDINATION OF ETC.,ARE ADEQUATE IN SIZE PRIOR TO FRAMING FOR THE EQUIPMENT TO THE OWNER. QUANTITY OF WORK SHALL BE PROVIDED N ACCORDANCE WITH THE AR 7 ARCHITECTS INTERPRETATION. ALL TRADES,CRAFTS,AND SUBCONTRACTORS T REQUIRED 70 PROVIDE BE SELECTED. 4 DEFINITIONS OF TERMINOLOGY: CORRECT AND ACCURATE CONNECTION OF ABUTTING,ADJOINING, 13 RELOCATION OF WORK:NOTIFY THE ARCHITECT PRIOR TO PERFORMING 4 DIMENSIONS:IN THE EVENT OF THE OMISSION F DIMENSIONS OR OVERLAPPING,AND RELATED WORK,AND PROVIDE ANY AND ALL ANCHORS, WORK WHEN CONSTRUCTION CONDITIONS DICTATE THE RELOCATION A.ALIGN:ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. ffREO pf1C%% CONFLICT AMONG DIMENSIONS AS SHOWN,NOTIFY THE ARCHITECT AND FASTENERS,ACCESSORIES,APPURTENANCES,AND INCIDENTAL ITEMS AS THE WE.PROTECTION RECEIVE CLARIFICATION.DO NOT SCALE THE DRAWINGS. REQUIRED TO COMPLETE THE WORK PROPERLY,FULLY,AND CORRECTLY OF ANY ITEM FROM THE POSITION SHOWN ON THE DRAWINGS. 1 JOBSITE CONDITIONS:DO NOT ALLOW THE ACCUMULATION OF SCRAP, DEBRIS,WASTE MATERIAL AND OTHER ITEMS NOT REQUIRED FOR THE `Ts'N'vPIA`ilp 2"OR1.A 5 ERRORS IN DOCUMENTS:IF ANY MATERIAL ERRORS,DISCREPANCIES OR IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 14 SUBMITTALS:REVIEW,APPROVE AND SUBMIT IL THE ARCHITECT SHOP B.APPROVED EQUAL:AS ACCEPTED IN WRITING BY EATHE ARCHITECT AS OMISSIONS APPEAR IN THE DRAWINGS,SPECIFICATIONS OR OTHER CONSTRUCTION OF THIS WORK.MAINTAIN THE PROJECT AREA IN A NEAT rAL DRAWINGS,PRODUCT DATA,SAMPLES AND SIMILAR SUBMITTALS REQUIRED BEING OF EQUIVALENT QUALITY,UTILITY AND APPEARANCE. 4 WORK THAT CANNOT BE EXECUTED PER DOCUMENTS:EACH AND ORDERLY CONDITION AT ALL TIMES.AT COMPLETION OF THE WORK, ANDro3nuE xTAUF sucvAu usx°nwa CONTRACT DOCUMENTS IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING, SUCBY H SEQUENCE AS TO CAUSE O DELATH IN THE W PROMPTNESS AND IN scnATENT PRV NOT coF� FTxIs OF SUCH ERROR OR OMISSION.FAILURE TO GIVE SUCH NOTICE BEFORE SUBCONTRACTOR IS CONSIDERED I SPECIALIST IN HIS RESPECTIVE FIELD THOROUGHLY CLEAN THE INTERIOR AND EXTERIOR OF THE BUILDING, DccALED AL ARErvoTIITLRF MUS s1EN en FFED SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK OR IN THE CONSTRUCTION AND/OR FABRICATION OF THE WORK,CONTRACTOR WILL AND SHALL PRIOR TO THE SUBMISSION OF BID OR PERFORMANCE OF INCLUDING HARDWARE,FLOORS,ROOFS,SILLS,LEDGES,GLASS OR OTHER C.AS REQUIRED:AS REQUIRED BY REGULATORY REQUIREMENTS,BY aN ABTELECTBONIc comes r v ACTIVITIES OF THE OWNER OR OF SEPARATE CONTRACTORS.APPROVAL BE RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, WORK.NOTIFY THE CONTRACTOR OF ANY WORK CALLED OUT IN THE AND SUBMITTAL OF SHOP DRAWINGS,PRODUCT DATA,SAMPLES AND SURFACES WHERE DEBRIS.PLASTER,PAINT SPIRITS AND DIRT MAY HAVE REFERENCE STANDARDS,BY EXISTING CONDITIONS,BY GENERALLY ¢ DRAWINGS OR SPECIFICATIONS IN HIS TRADE THAT CANNOT BE EXECUTED SIMILAR SUBMITTALS REPRESENTS THAT THE CONTRACTOR HAS COLLECTED.ALL GLASS SHALL BE WASHED CLEAN AT COMPLETION. ACCEPTED CONSTRUCTION PRACTICE,OR BY THE CONTRACT bliIRI,,,ayy DISCREPANCIES OR OMISSION AND THE COST OF RECTIFYING THE SAME. AS SHOWN OR DESCRIBED OR CANNOT BE FULLY GUARANTEED. DOCUMENTS. M R WleppKi.° 6 DEVIATIONS FROM DOCUMENTS:NO DEVIATIONS ARE TO BE MADE FROM IMMEDIATELY NOTIFY THE ARCHITECT.IF WORK IS PERFORMED AS SHOWN DETERMINED AND VERIFIED MATERIALS,FIELD MEASUREMENTS AND THE 2 DISPOSAL OF WASTE:DISPOSE OF WASTE,TRASH,AND DEBRIS IN A SAFE. DI. FIELD CONSTRUCTION CRITERIA RELATED THERETO,OR WILL DO SO AND ACCEPTABLE AND LEGAL MANNER OFF THE OWNER'S PROPERTY,IN LwIILspML.R...mm, THE CONSTRUCTION DOCUMENTS WITHOUT PRIOR WRITTEN OR DESCRIBED IT IS ASSUMED THERE IS NO OBJECTION TO THE WORK. HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS D.DIRECTED:AS REQUESTED,AUTHORIZED,SELECTED,APPROVED, VI R Gmppl..a D-sneplXm° 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. RAeobEl,.-cN=vnlli.m 7 DETAILS:DETAILS SHOWN ON DRAWINGS ARE TYPICAL.SIMILAR DETAILS ARCHITECT OF ANY CONDITIONS THAT WOULD PREVENT THE EXECUTION CONTRACT DOCUMENTS. 3 PROTECTION:MAINTAIN FINISHED SURFACES CLEAN,UNMARRED,AND Dau:aDI DS.2 APPLY TO SIMILAR CONDITIONS.CONTRACTOR SHALL VERIFY ALL OF THE WORK AS SHOWN IN THE CONSTRUCTION DOCUMENTS,OR OF ANY 0S.SB 0P CONDITIONS.ANY CONDITIONS REQUIRING CONSTRUCTION DIFFERENT DISCREPANCIES THAT MAY EXIST BETWEEN THE SITE CONDITIONS AND 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. FROM THATSHOWN SHALL BE REPORTED TO THE ARCHITECT THOSE IN THE CONSTRUCTION DOCUMENTS. 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 I D.QUALITY STANDARDS FLOOR SURFACES IN TRAFFIC AREAS PRIOR 70 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. BLACK LINE WHITE-PRINTS OF CONTRACT DRAWINGS AND SHOP ARCHITECTS ATTENTION ANY DISCREPANCIES BEFORE PROCEEDING WITH SPECIFIED,ALL MANUFACTURED MATERIALS,PRODUCTS,PROCESSES, G.INSTALL:ANCHOR,FASTEN E R CONNECT)TIONAND PLACE AND ADJUST FOR 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 USE;PLACE S APPLY IN PROPER POSITION AND LOCATION;ESTABLISH IN INSTALLATION.MARK WHICHEVER DRAWING IS THE MOST CAPABLE OF ALLOWED. APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, 7 SCALING DRAWINGS:DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS PLACE FOR USE OR SERVICE. 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 7p 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. B CUTTING AND DEMOLITION:PROVIDE ALL REQUIRED PROTECTION PRIOR ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS,MAKE ALL TO COMMENCING ACTUAL WORK. CHANGES NECESSARY TO ACHIEVE SUCH COMPLIANCE. I.SIMILAR:COMPARABLE CHARACTERISTICS FOR THE CONDITIONS TO CUTTING,INCLUDING N: NOT NECESSARILY LIMITED TO SHORING, 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 INSTALLATION COMPLYING WITH THE SPECIFIED TOLERANCES AND EXPERIENCE IN THE TYPE OF WORK INDICATED AND SPECIFIED. COMMON USE.CLARIFY WITH THE ARCHITECT THE INTENT OF ANY SHALL BEAR ALL COSTS ARISING THEREFROM. FINISHES. A.ALL DIMENSIONS ARE GIVEN FROM GRID LINE,FACE OF STUD,FACE OF ABBREVIATION IN QUESTION. CONCRETE,FACE OF CMU,U.N.O. ABBREVIATIONS SYMBOLS Atlantic Beach Country Club Phase 1 NMOUND ALLAROUND CG CORNER GUARD (E) ST NG GT GROUT Me MACHINE SCREW PV PAVING SVG SERVICE Construction Documents DETAIL NUMBER AUDIOVISUAL CH BD CHALKBOARD E EAST GVJB GYPSUM WALLBOARD MSBG MILD STEELBMRIER GRILLE PVC POLYVINYL-CHLORIDE SYM SYMMETRICAL 06.01 NEW WORK KEYNOTE 1600 Salve Marina Drive PB ANLHORBOLT CNAM CHAMFER EA EACH MSG MANUFACTURERS ETANOMO 4 Atlantic Beach,FL 32233 ABC AS VE CEILING CHAN CHANNEL EAF EACH FACE HE HOSE BIBB GRADE OT OUARRYTILE TflB TOP AND BOTTOM 7 ABV ABOVE CNKOHL CHECKERED PLATE EAW EACH WAY Me. HARDBOARD MT META-THRESHOLD PTV QUANTITY TIG TOUNGE AND GROOVE SHEET NUMBER AC ASP—TICCONCRETE CI CASTIRON EF EXHAUST FAN HC HO LLOWCOREIHANDICAP MT1 METAL FLOORING T(24) TITLE(1-26)OF THE CCR MATCHLINE REVISION ACC ACCESS LIP LASTIN PLACE EJ EXPANSIONJOINT HD HEAVY-DUTY MTG MOUNTING R RADIUSIRI3ER TB TOWEL BAR NO. PATE DESCRIPTION MR METAL RA RETURN AIR TEL TELEPHONE INTERIOR ELEVATION T � ACC DR ACCESS DOOR CW CIRCLE EL ELEVATION HER HERDER 4�` 1 ACC FL ACCESS FLOOR C CIRCUMFERENCE ELEC ELECTRICIELECTRICAL HDWD HARDWOOD MULL MULLION RAG RUBBERERGRILLE TEMP TEMPERED 2 l•O:! DO PRICING ACCP ACCESS PANEL CJ CONSTRUCTION JOINT ELEV ELEVATOR EDWR HARDWARE MULTI MULTIPLE RB RUBBER BASE TER TERAZZO NUMBER WORK POINT/CONTROL : - AGCES ACCESSORIES CL CENTERLINE ENTER EMERGENCY HK HOOK MUNI MUNICIPAL RCP REINFORCED CONCRETE PIPE THERM THERMAL 3 x'7'7 POINT/DATUM MARK s's'3on`BDi GD ACOUS ACOUSTICAL CLF CHAINLINKFENCE ENTER EMERGENCY HM HOLLOWMETAL RD ROOIDIERN THK THICK SHEET NUMBER 4 -52123 PERMR SET ACWS ALOUSTICALINSULATION C. CEILING ENCL ENCLOSURE HORIZ HOEZONTAL N) NEW REC RECESSED THR THRESHOLD INSUL CLKG CAULKING ENT ENTRANCE HE HIGH POINTS N NORTH RECEP RECEPTACLE Tl TOOLED JOINT DEMO WALL AD AREADRAIN CLL CONTRACT LIMIT LINE EP ELECTIRLRL PANELBOARO HR HOSE KIHOUR NAT NATURAL REE REFERENCE TKBD TACJ OFCON AD GEG ADDNDUMI ADDENDA CLO CLOSET EO EQUAL HT HEIGHT NIC NOT DIN CONTRACT REEL REFLECTED TOC TOP OF CONCRETE)CURB ELEVATION NUMBER ADO ADDENDUM CLR CLEAR EQUIP EWIPMEM HTG HEATING NO NUMBER REN REFRIGERATOR TOP TOP OF PAVING ADDN ADDITIONIADDITIONAL CLS CLOSURE EB EXPANSION SHIELD HVAC HEATING,VENTILATION.PJR NOM NOMINAL REIN REINFORCEDCONCRORCING TOS TOP OF STEEL SHEETNUMBER EXISTING WALL ADN ADHESIVE CMT CONCREEMASO MASONRY ESC ESCAPE HOT WATER NONCOM NONCOMBUSTIBLE REIN CONC REINFIX3CED CONCRETE TOW TOP OFWALL AD J ADJACENT CMU CONCRETE MASONRY UNp EST ESTIMATE HW HOT WATER NR NOISE REDUCTION REM REMOVE TPM TOILET PAPERHOIDER AD.I ADJUSTABLE CNTR COUNTER EWC ELECTRIC WATER COOLER NRC NOISE REDUCTION COEFFICIEM moo REQUIRED TR TRANSOM -MI ADN ADMINISTRATOR) LO CLEAN-OUT EX ELECTRIC WATERH.EATER ID INSIDE ELEVATION NSG NOTTOSRITY GL455 RESIL RESILIENT TRBG TOOLRESIBTPM BARRIER SECTION NUMBER NEW WALL ApMINISTPATION COL COLUMN EX EXCAVATE IE INVERT ELEVATION MS MOTTO SCALE RET RETURN GRILLE AFF ABOVE RNISHED FLOOR COMB COMBWATION EJH EXHAUST IN INCH REV REVISION TRO TREAD 4 AFS AUTOMATICRRESPRINKER COMM COMMUNICATIONS E%PEXPANSION INCL INCLUDED OA OVERALL REV REVERSE IS TUBE STEEL ) SHEET NUMBER AGO AGGREGATE CONO CONCRETE E%PB EXPANSIONBOLT INFO INFORMATION OC ON CENTER REVD REVISED TSOD TOILET SEAT COVER DISPENSER ALT ALTERNATE CONE CONFERENCE PAP O E%POSED INSUL INSULATION DO OUTSIDE DIAMETER REH ROOF HATCH TV TELEVISION Q TAG ALUM ALUMINUM CONN CONNECT I CONNECTION EM UH INT INTERIOR OF OVERFLOW ELF. RODFING TYP TYPICAL ANCH ANCHOR CONST CONSTRUCTION INTRA INTERMEDIATE OFCI OWNERFURNISHED. RH RIGHTHAND J ANOD AN00IZEO INV INVERT CONTRACTOR INSTALLED NEWS ROUNDHEADWOODSCREWS USE THE UNIFORM BUILDING CODE O CONT CONTRACT 5 (F) FUTURE OFF OFFICE UC UNDERCUT EXISTING APPD APPROVED CORER COMRACTORI CONTRACT FRT FZ RETARDANT RM ROOM T WALL TAG APPL APPLIED LOREBD CORE BOARD FA FIRE ALARM JAN JANITOR OFOI OWNER FURNISHED,OWNER pryp ROUND UL UNDERWRRERS'LABORATORY N APPROX APROXIMATE INSTALLED C CORK CORRUGATED/CORRIDOR FAB FABFOCATION JST JOIST RO ROUGH OPENING IROVGH UL UTILITY G ARCH ARCHITECT/MCHITELTURAL COTO CLEANOLITTOGRADE FAS FASTEN JT JOINT OH OVERHEAD ROW RIGHT-0F-WAY ASB ASBESTOS OJ OPEN-WEBJOIST RM REDWOOD U. UNLESS OTHERWISE NOTED 7°7 DOOR TAG cRr CARPET Fe FLAT BAR GRID LINES I}Il�1 ASH H ASPHALT OR COLDROLLED FEE RBERBOARD SEE KITCHEN EQUIPMENT OPN OPPOSITE HAND ftVQ RAIN WATER LEADER UR URINAL � BCALLODTS VJ AS HIT ASPHALTIC TILE GRG OROSSGRAIN FD FLOORORAIN CONTRACTOR 0N OPENING ASSENT ASSEMBLY CRS COARSE FE FIRE EXTINGUISHER KIT KITCHEN 0 OPPOSITE 5 SOUTH VM VARIES W10 WINDOW TAG AUTO AUTOMATIC CSMT CASEMENT FEC FIREEXTINGUISHERCABINET KO KNOCKOUT OPS OPPOSRE SURFACE S2S SURFACED TWO SIDES VB VINYL BASE NEW CT CERAMICTILE FF FINISHED FLOOR KP KLCK PLATE OZ OUNCE 545 SURFACED FOUR SIDES VET VINYL COMPOSITE TLE W '^ BO BULLET IN BOARD CTR CENTER FEE FINIS HED FLOORELEVATION SA SUPPLY AIR VJ BI BACK L LENGTH POEM PORTLANDCEMENT SAN SANITARY VERT VERTILAALOR/VENTILATION CTSK COUNTERSINK FG FINISHED GRADE EXIT SIGN O Z BIM BENCHMARK CU CUBIC I COPPER FGL FIBERGLASS LAD LADDER PLAM PLASTICLAMINATE SC SOLJDCORE/SCALE VEST VESTIBULE BEL BELOW LAM LAMINATE PB PANOBAR SLHED SCHEDULED VF VINYLFABRIC QUARTER(S) O DUET CUBIC FEET FHC FIREHOSECABINET IND AESSIG RS BETUM BINMINOUS LAV LAVATORY PBD PARTICLEBOARD SCR SCREEN VIE VERIFY IN FIELD N PROJECT NORTH INDICATES SIGN CUT CUBIC YARD FHMS FUT-HERD MACHINE SCREW BEV BEVELED FEE PIECE)PIECES SCUP SCUPPER cusT cus7oDIAN FIN FINISH LB LAG BOLT vi waNT ORIENTATION Q Q BG BUMPER GUARD CW COLD— FIX FIXTURE LE LAHEL PCC PPEGABTCONLRETE SD SOAP DISPENSER I STORM DRAIN VNR VENEER N BLDG BUILDING Cn CYLINDER FL CO FLOORCLEAN-OUT LH LEFTHAND PF POUNDS PER CUBIC FOOT SEC SECURITY VOL VOLUME • FIRE SPRINKLER HEAD LL BLK BLOCK FLASH FLASHING LKR LOCKER CKTIS) POCKET/POCKETS SECT SECTION VTR VENTTHROUGHROOF Lu w BLKG BLOCKING LP LOW POINT PEE DU-ENGNEEREDMETAL SPICY SECRETARY z DA DOUBLE ACTING FLR FLUOR)CENT NG wN BFB DBL DOUBLE FLUOR FLUORESCENT LSD LIQUID SOAP DISPENSER BE SEGREGATION W WEST 1..1. Lu BNDRY BOUNDARY PEC PERI-ER" SEP SEPARATION m OEM DEMOLISH/DEMOLITION FN FENCE LT LIGHT WGL WIRE GLASS BOTT BOTTOM pEIR DEPRESSED I DEPRES SION END FOUNDATION LVR LOUVER IM SF SOUAREFEET W1 WITH �1'1 BP BEM PLATE PERP PERPENDICULAR CoDEPT DEPARTMENT FO FINISHED OPENING PEE A6RICATE SGL SECURITY GLASS WIO WITHOUT V o BRCG BRACING DET OE�ENDON FOB FACE OF BRICK MACH MACHWE SHLS) SHELF I SHELVES J Q BPO BORED MANY MAMENPNCE PEN PREFINISHED SHM SECURITY HOLLOW METAL Q BRDG BRIDGING OF ORINIWIG FOUNTAIN FDC FACE OF CONCRETE PG PLATEGLASS � 0�6y OH DOUBLE HUNG FOM FACE OF MASONRY WAS MASONRY SHT SHEET -�/ W BRC BEARING MA% MAXIMUM PL PIASTER SHTG SHEATHING 7) DIA DIAMETER FOP FACE OF PANEL PL PROPERTY LINE a BRK BRILNOIAG DIAGONAL FACE OF STUD MB MACHINE BOLT PL PLATE PLAS PLASTER E.. SHOWER FOS BRKT BRACKET MC MEDICINE CABINET SIM SIMILAR OIM DIMENSION FOW FACE WALL BRNZ BRONZE MCB METAL LASING 0EP0 BN SINK DIN DINING FPFR FIREPROOFING PLBG PLUMBING U BS BOTH SIDES OISP DISPENSER FRG FURRING MECN MECHANICAL SMS SAN TARYTALSCREW UJI BSMT BASEMENT MEMS MEMBRANE RWO PLYW000 END SANITARY NAPKIN DISPOSAL DIV DIVISION FS FLOOR SWK Bf BEM NT MFZZ MEZZANINE FAIL LT PNNTL SNV SANITARYNAPgN VENDOR DL DOOR FOOT)FOOT BTW BETNEEN pM MFp METAL FLOOR DECKING SP SALLYPORT DEMOUNTABLE FTG FOOTING FOL POLISHED BUR BURT-VP ROOF DNT DOWN MFR MN4UFACNRER PR PAR SPEC SPECIFICATIONS I BW BOTH WAYS MGR MANAGER PREP PREPARATIONARE DO ODOR OPENING G GUTTER BE STAINLE OP DEEP/DEPTH GA GAUGE MH MANHOLE SB STANLESSSTEEL CFLASH COUNTER-FLASHING MIN MINIMUM PRF PREFORMED SI SERVICE SINK DRF .AMPPROOFING GALV GALVANIZED PROT PROTECTED/PROTECTION 8 LAB CABINET MIR MIRROR STAG STAGGERED DR DOOR GB GRAB BAR CC CENTER-TORNINCR MIBC MISCELLANEOUS PBC POUNDS PER BID STAN.- DB DOWNSPOUT GEN GENERAL PSF POUNDS PER SQUARE FOOT CCR THELALIFORNIA CODE OF OTL DETAIL GENEft GENERATOR MK MARK PSI POUNDS PER SQUARE INCH STIFF STIFFENER REGULATIONS DW DUMBWATER GI GALVANIZEDIRON ML MATCHLINE PSWT PLASTICSIMUTATEDWOODTRIM SIL STEEL 0 n O e /� GEM CEMENT MID. MOULDING STN STATION //A`` I DWG DRAWING GND GROUND OEM BSED CEMENT BACKER BOARD MD MASONRY OPENING PT POINT STOR STORAGE CON_ PWA DRAWER GR GRADE PTC PORT-TENSIONED CONCRETE CFC) CONTRACTOR STNALLE00, MDV MOVABLE ST0.UCT SIRUGTURAL SCALE:IN'=7'-P GSF GROSS SQUARE FEET PTD PAPER-TOWEL DISPENSER MRO METAL ROOF DECK SUSP SUSPENDED PTN PARTITION DRAWN BY:WR5IMW;MJ7NY PROJECTN0.: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 ITEM I CODE SECTION CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS ASSOCIATES ARCHITECTS+ENGINEERS 1.OCCUPANCY 8 CONSTRUCTION TYPE 26560 AGOURA ROAD,SUITE 106 1.1 1302.1 OCCUPANCY GROUPS A-2(MAIN OCCUPANCY),A-3,B,M,Si 8.FINISH MATERIALS CALABASAS,CA 91302 1.2 602.1,TABLES 5134.3, CONSTRUCTION TYPE TYPE V-B TYPE V-B PROVIDED 8AA 803,TABLE 803.11 WALL 8 CEILING FINISHES AT ROOMS AND CLASS C OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT/MATERIAL b 310.670.9144 will@lahepaE. 504.4,506.2 ENCLOSED SPACES INDICATED IN SPECIFATIONS wxcsN 1.3 1 1505.1.1 CLASSIFICATION OF ROOF COVERING ICLASS B MINIMUM CLASS B PROVIDED 8.18 803,TABLE 803.11 WALL 8 CEILING FINISHES AT INTERIOR EXIT CLASS B OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT 1 MATERIAL STAIRWAYS,INTERIOR EXIT RAMPS&EXIT INDICATED IN SPECIFATIONS 2.FIRE PROTECTION PASSAGEWAYS :.N,. R:-ENR, 2.1 903.2 AUTOMATIC SPRINKLER SYSTEM REQUIRED WET SYSTEM PROVIDED THROUGHOUT. NO CHANGES 8.2 804.42 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 E of "D 9.1 1004 DESIGN OCCUPANT LOAD TOTAL BUILDING OCCUPANT LOAD=994.SEE D-AO.2.4 AND 0-AO.2.5 3.LOCATION OF BUILDING ON SITE FOR OCCUPANT LOAD TABLES I -� 3.1 503.1.2 NUMBER OF BUILDINGS ON SITE EXISTING SITE CONTAINS MAIN CLUBHOUSE AND FITNESS 92 1005.1 EGRESS WIDTH AND DISTRIBUTION SEE D-AO.2.4 AND 0-AO.2.5 FOR MINIMUM SIZES AT EGRESS T} BUILDING,PETE'S TURN CAFEACROSS SHERMAN'S CREEK R1 R A LIMITED NUMBER OF SMALL ANCILLARY BUILDINGS AND )AND COMPONENTS A9.3 1008.3.5 EMERGENCY LIGHTING REQUIRED SEE ELECTRICAL DRAWINGS FOR EMERGENCY PHOTOMETRICPi- 1 STRUCTURES ARE ALSO LOCATED AT DISPERATE LOCATIONS PLANS StfREO ARLa AROUND THE GOLF COURSE GROUNDS 9,4 1009.1 ACCESSIBLE MEANS OF EGRESS NOT REQUIRED FOR EXISTING BUILDINGS 32A 602.1,TABLES 601& MIN.FIRE RATING OF EXTERIOR WALLS RATING PER FIRE SEPARATION DISTANCE<10'=1 HOUR PROVIDED.SEE O-AO.2.2 FOR FIRE SEPARATION DISTANCE. 9.5 1010.7.2 DOOR SWING SIDE HINGED DOORS REQUIRED. PROVIDED.SEE DOOR SCHEDULE O-AO.20 AssEENEIec .I. 602 RATING.ALL FIRE SEPARATION DISTANCES ARE EQUAL OR -9.6 1010.1.9 DOOR OPERATIONS REQUIREMENTS PER DOOR NOTES 4A0.2D COMPLIES. D er wiu ry NEER Aa»3 R.SHEPPHIRoAA 111-04THE DATE GREATER THAN 10'.NO RATING REQUIRED 9.7 1010.1.10 PANIC HARDWARE REQUIRED AT SPECIFIED LOCATIONS PROVIDED.SEE 0-A0.2.4 AND O-AO.2.5 FOR LOCATIONS AND DOOR ITAL 3.3 TABLE 705.8 EXTERIOR OPENING PROTECTION FIRE SEPARATION DISTANCE 10'1 15'=AREA OF PROVIDED.SEE O-AO.2.2 FOR FIRE SEPARATION DISTANCE. SCHEDULE 0-A.0.20 w not�r's.EGED ElcrvED AND UNPROTECTED OPENINGS LIMITED TO 45%WALL AREA.FIREaw_ i S THE SIGNATURE MUSTSE'ERInED SEPARATION DISTANCE 15'<20'=AREA OF UNPROTECTED 9.8 1011.2 STAIRWAY WIDTH NO CHANGE,NO STAIR PROPOSED Ep 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/Ae6 by DISTANCE 220'=NO LIMIT TO AREA OF UNPROTECTED 9.10 1013 EXIT SIGNS REQUIRED PROVIDED.SEE O-AO.2.4 FOR LOCATIONS [mmanRaePpnaa OPENINGS. 1 1 9.11 1014 STAIRWAY AND RAMP HANDRAILS REQUIRED BOTH SIDES.34-38 INCHES HEIGHT,11/4"-2• NIA €..ull.s®p,eP e.can, DIAMETER William R ro,epphrctl a6h Al R R 4.CONSTRUCTION TYPE PER ALLOWABLE BUILDING SIZE 9.12 1015 GUARDS REQUIRED FOR WALKING SURFACES 2 30"ABV.ADJACENT N/A R% pcN.wlram R SM1epltaQ 4.1 1503,5D4,TABLE 504.3 rBUILDING HEIGHT-FEET 50 FEET MAX.GRADE PLANE=9.40'(APPROX.) 31'-6"NO PROPOSED CHANGE TO HEIGHT.SEE 111-A-5.4 GRADE. --.E] 4.2 504,504,TABLE 504.4 BUILDING HEIGHT-STORIES ABOVE GRADE 2 STORIES MAX 2 STORIES PROVIDED. 9.13 1017,TABLE 1006.3.2 COMMON PATH OF EGRESS TRAVEL STORIES WITH ONLY ONE EXIT:75 FEET MAXIMUM TO POINT SEE O-AO.2.4 AND O-AO.2.5 FOR COMMON PATH OF EGRESS asap lZvr00 PLANE (2) DISTANCE WHERE TWO PATHS EGRESS AVAILABLE DISTANCES 4.4 505 IMEZZANINE N/A NO MEZZANINE 9.14 1017,TABLE 1006.3.2 NUMBER OF EXIT OR EXIT ACCESS 2 REQUIRED AT OCCUPANCY-49.1 REQUIRED ELSEWHERE SEE D-AO.2.4 AND O-AO.2.5 FOR PATHS OF EGRESS 4.5 504.3,1510 ROOFTOP STRUCTURES ALLOWED NON PROPOSED (2) DOORWAYS 4.6 506,TABLE 506.2,508 BUILDING AREA FOR MIXED USE BUILDING, 18,000 54.FT.MAX(A-2/A-3 MOST RESTRICTIVE OCCUPANCY).20,111 SD.FT.@LOWER LEVEL.1,214 54.FT.@UPPER LEVEL 9.15 11007.1.1 EGRESS SEPARATION THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT SEE O-AO.2.4 AND O-AO.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 506.3.3 If=[F/P-0.251W/30 [126811268130130=.75 9.16 1006.2.1 TRAVEL DISTANCE A=75 FEET MAX.B=100 FEET MAXIMUM SEE D-AO.2.4 AND O-AO.2.5 FOR TRAVEL DISTANCES 4.8.1 A-2 18,000+(-75'18,0130)=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 1 A-318,ODO+(-75.18,ODO)=315DO SF TOTAL ALLOWED LEVEL I PROVIDED: 8,036 SF 9,18 TABLE 1006.2.1 NUMBER OF EXITS 2 MINIMUM WHERE OCCUPANT LOAD EXCEEDS 49 AT A,BAND 4.8.3.1 B 27,000+(-75.27,600)=47,250 SF TOTAL ALLOWED LEVEL 1 PROVIDED: 526 SF M OCCUPANCIES,OR LIMITS SET FORTH IN ITEM 9.13 4.8.3.2 i 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 1 M27,O00+(.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 1508.2 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 F EACH OCCUPANCY IS UNDER MOST RESTRICTIVE COMPLIES.CUMULATIVE AREAS AT LEVEL 1 TOTAL 20,111 SO.FT. 912 1027 EXTERIOR EXIT STAIRWAYS ALLOWED PER CONDITIONS NOT APPLICABLE THIS PROJECT NON-SEPARATEO OCCUPANCIES LIMITS OF TABLE 506.2 131,500 SQ.FT. 9.23 1028 EXIT DISCHARGE COMPLIES.SEE SEE D-AO.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-AOZA AND DAO.2.5 FOR TRAVEL DISTANCES OCCUPANCIES PATH OF TRAVEL DISTANCE FOR ASSEMBLY OCCUPANCIES 2 4.12 509 INCIDENTAL USES LAUNDRY ROOMS 1 100 SD.FT.FIRE SPRINKLERS OR 1 HOUR EXISTING LAUNDRY ROOM LESS THAN 10%FLOOR AREA AT 50 SHALL NOT EXCEED 30 FEET. SEPARATION REQUIRED.AR EA CANNOT EXCEED IO%OFTHE LOWERLEVEL 9.25 1024 EXIT PASSAGEWAYS NOT APPLICABLE THIS PROJECT AREA AT THE SAME LEVEL 10.SPECIAL FEATURES OF BUILDING Adandc Beach 5.SPECIAL DETAILED OCCUPANCY REQUIREMENTS 10.1 2406.3 SAFETY GLAZING REQUIRED AT HAZARDOUS LOCATIONS. SEE BUILDING ELEVATIONS 1-A5 SERIES DRAWINGS.ALSO DOO 5. 401 SCOPE SPECIAL REQUIREMENTS BASED UPON OCCUPANCY AS NO SPECIAL DETAILED OCCUPANCY REQUIREMENTS APPLY TO SCHEDULES&ELEVATIONS 0-AO.20 -- LISTED THIS PROJECT 71.ACCESS COMPLIANCE Atlantic Beach Country Club 6.FIRE&SMOKE PROTECTIVE ELEMENTS 11.1 2020 FSC- ACCESSIBILITY TO PUBLIC BUILDINGS, REQUIRED. SEE 6AT2.4 FOR ACCESSIBLE PATH OF TRAVEL.SEE D-AO.10 Phase 1 SAA -704,TABLE 601 PRIMARY STEEL FRAME RATING NOT REQUIRED ACCESSIBLITY PUBLICACCOMMODATIONS,COM MERCIAL SERI ESDRAWINGSFORACCESSIBILITY REQUIREMENTS nDocuments ructio 6.1 B 1704,705,TABLE 601 EXTERIOR BEARING WALLS RATING NOT REQUIRED BUILDINGS&PUBLIC HOUSING Construction Setio Marina Drive 6.1 C 704,TABLE 601 INTERIOR BEARING WALLS RATING NOT REQUIRED Atlantic Beach,FL 3223 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.22 FOR FIRE SEPARATION 602 113 DISTANCE 6.1E 704,TABLE 601 INTERIOR NON-BEARING WALLS NO RATING REQUIRED UNLESS REQUIRED BY OTHER NO RATED WALLS REQUIRED BY OTHER PROVISIONS REVISION PROVISION IN CODE NO. pgTE DESCRIPTION 6.1 F 704,TABLE 601 FLOOR CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED I 1202-22 ING 2 4-10-2] ER%CDDID PRICING SECONDARY MEMBERS 3 330.]3 sax cp 6.1 G 704,TABLE 601 ROOF CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED 4 1z 2] PERMIT GET SECONDARY MEMBERS 6.2 706,705.5 FIRE WALLS NOT REQUIRED,BUILDING DOES NOT EXCEED MAMIMUM FIRE AREA 6.3 '.707,508.4.4 FIRE BARRIERS REQUIRED AT SHAFT ENCLOSURES.REFER TO ITEM 6.9 NO SHAFT ENCLOSURES 6.4 708 FIRE PARTITIONS NOT REQUIRED 6.5 709 SMOKEBARRIERS NOT REQUIRED 6.6 1710 SMOKE PARTITIONS NOTREQUIRED 6.7 1711 HORIZONTAL ASSEMBLIES NOT REQUIRED PER ITEMS 6.1F,GAG 6.8 ,712 VERTICAL OPENINGS OPENING PROTECTION NOT REQUIRED.SEE ITEM 6.13 6.9 713 SHAFT ENCLOSURES NO HOISTWAYS.NO DUCT CHASES PENETRATING FLOORS OR N/A ROOF ASSEMBLY 6.10 714 PENETRATIONS PENETRATIONS OF FIRE RATED WALLS,HORIZONTAL N/A 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 U) PROTECTED BY APPROVED MEANS w 6.72 716 OPENING PROTECTIVES REQUIRED AT RATED WALLS,HORIZONTAL ASSEMBLIES AND N/A z W SMOKE BARRIERS J 6.73 717 t=IDUCTS AND AIR TRANSFER OPENINGS LISTED COMBINATION FIRE 8 SMOKE DAMPERS REQUIRED AT NIA m FIRE BARRIERS,SMOKE BARRIERS,EXTERIOR WALLS AND LL Q HORIZONTAL ASSEMBLIES J 156 7.ADDITIONAL FIRE PROTECTION SYSTEMS W [jf 7.1 907.2 FIRE ALARM PROVISIONS EXISTING BUILDING HAS FIRE ALARM SYSTEM.EXTEND TO SEE FA SERIES PLAN U) (n NEWAREAS } 7.2905.3 STANDPIPE SYSTEM NOTREQUIRED O J 7.3 905.4 LOCATION OF STANDPIPE HOSE STANDPIPE SYSTEM NOT REQUIRED.SEE ITEM 7.2 = Q CONNECTIONS in z D Q U0 z QU � H uJ Z QU 2 o IS s O-AO.2. 1 SCALE: DRAYMBY.WRSIMWIMJ;W c PROJECTNO.:2022-352 PHASE 1 CODE ANALYSIS TABLE S H E P P H I R D REM CODE SECTION CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS ITEM CODE SECTION CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS ASS 0 C I A T E 5 ARCHITECTS-ENGINEERS 1 1.OCCUPANCY&CONSTRUCTION TYPE 8.2 804.4.2 FLOOR FINISHES 'CLASS II OR BETTER PER ASTM STANDARD 648 PROVIDED.RADIANT FLUX CLASS BY PRODUCT/MATERIAL 26560 AGOURA ROAD,SUITE 706 1.1 302.1 OCCUPANCY GROUPS A-2 _ - INDICATED IN SPECIFATIONS CALABASAS,CA 91302 1.2 602.1,TABLES 504.3, CONSTRUCTION TYPE TYPE V-B TYPE V-B PROVIDED g 310.670.9144 wills@shep-sE.c= 504.4,506.2 9.EGRESS SYSTEM 1.3 11505.1.1 CLASSIFICATION OF ROOF COVERING CLASS B MINIMUM 1CLASSBPROVIDED 9.1 1004 DESIGN OCCUPANT LOAD TOTAL BUILDING OCCUPANT LOAD=168.SEE O-AO.6.3 FOR - OCCUPANT LOAD TABLES 2.FIRE PROTECTION 9.2 1005.1 EGRESS WIDTH AND DISTRIBUTION SEE O-AO.6.3 FOR MINIMUM SIZES AT EGRESS COMPONENTS s,wn.,sers exenana, 2.1 903.2 AUTOMATIC SPRINKLER SYSTEM REQUIRED WETSYSTEM PROVIDED THROUGHOUT. MODIFYTOWET 9.3 1008.3.5 EMERGENCY LIGHTING REQUIRED SEE ELECTRICAL DRAWINGS FOR EMERGENCY PHOTOMETRIC CHEMICAL SYSTEM AT NEW KITCHEN HOODS.MODIFICATION OF, PLANS AND ADDITION TO,EXISTING FIRE PROTECTION SYSTEM 9.4 1009.1 ACCESSIBLE MEANS OF EGRESS INOT REQUIRED FOR EXISTING BUILDINGS 9.5 101D.1.2 DOOR SWING SIDE HINGED DOORS REQUIRED. PROVIDED.SEE DOOR SCHEDULE O-AO.23 , OF F`09i 3.LOCATION OF BUILDING ON SITE 9.6 1010.1.9 DOOR OPERATIONS REQUIREMENTS PER DOOR NOTES O-AO.23 COMPLIES. - R, o 3.1 503.1.2 NUMBER OF BUILDINGS ON SITE EXISTING SITE CONTAINS PETE'S TURN CAFE,MAIN CLUBHOUSE 9.7 1010.1.10 PANIC HARDWARE REQUIRED AT SPECIFIED LOCATIONS PROVIDED.SEE 0-AO.6.3 FOR LOCATIONS AND DOOR SCHEDULE AND FITNESS BUILDING(ACROSS SHERMAN'S CREEK)AND A 0-A.0.23 LIMITED NUMBER OF SMALL ANCILLARY BUILDINGS AND 9,8 1011.2 STAIRWAY WIDTH 108'0.2=21.644 INCH MINIMUM STAIR WIDTH 44"WIDTH STAIR PROVIDED STRUCTURES ARE ALSO LOCATED A7 DISPERATE LOCATIONS g 9 1011.5 STAIRWAY TREADS AND RISERS 11"D TREAD MIN,7"H RISER MAX PROVIDED f' m AROUND THE GOLF COURSE GROUNDS 9.10 1013 EXIT SIGNS REQUIRED PROVIDED.SEE O-AO.6.3 FOR LOCATIONS fFRE9 hik 3.2A 602.1,TABLES 601& MIN.FIRE RATING OF EXTERIOR WALLS RATING PER FIRE SEPARATION DISTANCE<10'=1 HOUR PROVIDED.SEE OAO.6.2 FOR FIRE SEPARATION DISTANCE. 9.11 1014 STAIRWAY AND RAMP HANDRAILS REQUIRED BOTH SIDES.34-38 INCHES HEIGHT,1 114"-2" PROVIDED 9' 602 RATING,ALL FIRE SEPARATION DISTANCES ARE EQUAL OR DIAMETER 'woo sP.En�oevwiuiw.as�ErPµRosFioAioa GREATER THAN 10'.NO RATING REQUIRED se nuN1EA AR IoaoacnTnE v 3.3 TABLE 705.8 EXTERIOR OPENING PROTECTION FIRE SEPARATION DISTANCE 10'<15'=AREA OF PROVIDED.SEE O-AO.6.2 FOR FIRE SEPARATION DISTANCE. 9.12 1015 GUARDS REQUIRED FOR WALKING SURFACES t 30'ABV.ADJACENT PROVIDED ArvmII n®ESrAUE sxuwN ISino A oIa AL UNPROTECTED OPENINGS LIMITED TO 45%WALL AREA FIRE GRADE. MBNT AsE1TDON SCETws SEPARATION DISTANCE 15'<20'=AREA OF UNPROTECTED 9.13 1017,TABLE 1006.3.2 COMMON PATH OF EGRESS TRAVEL STORIES WITH ONLY ONE EXIT:75 FEET MAXIMUM TO POINT SEE 0-AO.6.3 FOR COMMON PATH OF EGRESS DISTANCES EE Lµo ffa S:CN&T�EsausTBEE-FI o OPENINGS LIMITED TO 75%WALL AREA.FIRE SEPARATION (2) DISTANCE WHERE TWO PATHS EGRESS AVAILABLE DISTANCE?20'=NO LIMITTO AREA OF UNPROTECTED 9.14 1017,TABLE 1OD6.3.2 NUMBER OF EXITOR EXITACCESS 2 REQUIRED AT OCCUPANCY,49.1 REQUIRED ELSEWHERE SEE 0-A0.6.3 FOR PATHS OF EGRESS DN.*Aw� 6y OPENINGS. (2) DOORWAYS wmlame 9napPmm 9.15 1007.1.1 EGRESS SEPARATION THE SEPARATION DISTANCE OF THE EXIT ODORS OR EXIT SEE O-AO.6.3 FOR EXIT DOOR SEPARATION DISTANCES ON:C-M s..nu.s@enapae.mm. 4.CONSTRUCTION TYPE PER ALLOWABLE BUILDING SIZE ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF William R 9Ev NW dae.°E,eN.wlllam -THE LENGTH OF THE DIAGONAL DIMENSION OF THE AREA 4.1 503,504,TABLE 504.3 BUILDING HEIGHT-FEET 50 FEET MAX.GRADE PLANE=9.401(APPROX.) 26'-9"NO PROPOSED CHANGE TO HEIGHT.SEE 4/1-A-5.0 SERVED p.a-3OEBw,05.23 4.2 504,504,TABLE 504.4 BUILDING HEIGHT-STORIES ABOVE GRADE 2 STORIES MAX 2 STORIES PROVIDED. A=75 FEET MAX SEE 0-AO.6.3 FOR TRAVEL DISTANCES PLANE 9.115 1006.21 TRAVEL DISTANCE pewAz,4rorc 4.4 J505 MEZZANINE N/A NO MEZZANINE 9.17 1020.1 CORRIDOR CONSTRUCTION 1-HOUR FIRE PARTITIONS NO NEW CORRIDORS PROPOSED 4.5 504.3,1510 ROOFTOP STRUCTURES ALLOWED NON PROPOSED 9.18 TABLE 1006.2.1 NUMBER OF EXITS 2 MINIMUM WHERE OCCUPANT LOAD EXCEEDS 49 AT 2 EXITS PROVIDED BOTH LEVELS OCCUPANCIES,OR LIMITS SET FORTH IN ITEM 9.13 4.6 SO6,TABLE 506.2, BUILDING AREA FOR SINGLE-OCCUPANCY, [18,000+(6,000'.75)]'2=45,000 SF 3,175 SQ.FT.TOTAL 9.19 1016.2 EGRESS THROUGH INTERVENING SPACES ALLOWED PER CONDITIONS SET FORTH THIS SECTION COMPLIES. 506.2.3 MULTISTORY BUILDING, 4.7 507,510 UNLIMITED AREA BUILDING NOT APPLICABLE NIA 9.20 1022 VERTICAL EXIT ENCLOSURES NOT APPLICABLE THIS PROJECT 4.8 506.3 FRONTAGE INCREASE AREA FACTOR PER 506.3.31f=[F/P-0.25]W/30 2021202-0.2530/30=.75 9.21 1026 HORIZONTAL EXITS NOT APPLICABLE THIS PROJECT 4.9 508.2 jACCESSORY OCCUPANCIES ALLOWED IF CUMULATIVE AREA IS<10%TOTAL NOT APPLICABLE 9.22 1027 EXTERIOR EXIT STAIRWAYS ALLOWED PER CONDITIONS 1PROVIDED .10 508.3 MULTI-OCCUPANCY BLDG WITH NIA N/A 9.23 1028 EXIT DISCHARGE COMPLIES.SEE SEE O-AO.6.3 4 NON-SEPARATED OCCUPANCIES 9.24 1029 EGRESS FROM ASSEMBLY OCCUPANCIES TRAVEL DISTANCE SHALL NOT EXCEED 250 FEET.COMMON SEE O-AO.6.3 FOR TRAVEL DISTANCES 4.11 508.4 MULTI-OCCUPANCY BLDG WITH SEPARATED NIA NIA PATH OF TRAVEL DISTANCE FOR ASSEMBLY OCCUPANCIES 2 50 SHALL NOT EXCEED 3D FEET. OCCUPANCIES 4.12 509 INCIDENTAL USES N/A NIA 9.25 tlD24 EXIT PASSAGEWAYS NOT APPLICABLE THIS PROJECT 5.SPECIAL DETAILED OCCUPANCY REQUIREMENTS 10.SPECIAL FEATURES OF BUILDING 5. 401 SCOPE SPECIAL REQUIREMENTS BASED UPON OCCUPANCYAB NO SPECIAL DETAILED OCCUPANCY REQUIREMENTS APPLYTO 10.1 2406.3 'SAFETY GLAZING REQUIRED AT HAZARDOUS LOCATIONS. SEE BUILDING ELEVATIONS 4-A5 SERIES DRAWINGS,ALSO COO SCHEDULES&ELEVATIONS C-AO.23 LISTED THIS PROJECT 6.FIRE&SMOKE PROTECTIVE ELEMENTS 11.ACCESS COMPLIANCE 6.1A704.TABLE 601 PRIMARY STEEL FRAME RATING NOT REQUIRED 11.1 2020 FBC- ACCESSIBILITY TO PUBLIC BUILDINGS, REQUIRED. SEE O-A0.6.3 FOR ACCESSIBLE PATH OF TRAVEL.SEE O-A0.10 ACCESSIBLITY PUBLIC ACCOMMODATIONS,COMMERCIAL SERIES DRAWINGS FOR ACCESSIBILITY REQUIREMENTS 6.1 B 1704,705,TABLE 601 EXTERIOR BEARING WALLS RATING NOT REQUIRED BUILDINGS&PUBLIC HOUSING 6.1 C 704,TABLE 601 INTERIOR BEARING WALLS RATING NOT REQUIRED Adantic Beach 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-A0.6.2 FOR FIRE SEPARATION 602 1D' DISTANCE 6.1 E 704,TABLE 601 INTERIOR NON-BEARING WALLS NO RATING REQUIRED UNLESS REQUIRED BY OTHER NO RATED WALLS REQUIRED BY OTHER PROVISIONS PROVISON IN CODE Atlantic Beach Country Club 6.1 F 704,TABLE 601 FLOOR CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED Phase 1 SECONDARY MEMBERS Construction Documents 6.1 G 704,TABLE 601 ROOF CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED SECONDARY MEMBERS 1600 Selva Marina Drive 6.2 706,705.5 FIRE WALLS NOT REQUIRED,BUILDING DOES NOT EXCEED MAXIIMUM FIRE Atlantic Beach,FL 32233 AREA 6.3 707,508.4.4 FIREBARRIERS REQUIRED AT SHAFT ENCLOSURES,REFER TO ITEM 6.9 SHAFT ENCLOSURE AT DUMBWAITER HOISTWAY REVISION 6.4 708 FIRE PARTITIONS NOTREQUIRED NO, DATE DESCRIPTION 6.5 709 SMOKE BARRIERS NOTREQUIRED i l." so wic", 2 2443 OD PRICMG 6.6 710 SMOKEPARTITIONS NOTREQUIRED 3 3au23 90%CD 6.7 711 HORIZONTAL ASSEMBLIES NOT REQUIRED PER ITEMS 6.1 F,6.lG a -123 PE-IT SET 6.8 712 VERTICAL OPENINGS OPENING PROTECTION NOT REQUIRED.SEE ITEM 6.13 6.9 713 SHAFT ENCLOSURES HOISTWAY REQUIRES SHAFT ENCLOSURE.DUCT CHASE AT DETAILS PENDING EXTERIOR WALL NOT REQUIRED TO BE RATED 6.10 714 PENETRATIONS PENETRATIONS OF FIRE RATED WALLS.HORIZONTAL N/A 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 PROVIDE AT DUMBWAITER HOISTWAY SMOKE BARRIERS AND HORIZONTAL ASSEMBLIES SHALL BE PROTECTED BY APPROVED MEANS 6.12 716 OPENING PROTECTIVES REOUIRED AT RATED WALLS,HORIZONTALASSEMBLIESAND PROVIDE AT DUMBWAITER HOISTWAY SMOKE BARRIERS 6.13 717 DUCTS AND AIR TRANSFER OPENINGS LISTED COMBINATION FIRE&SMOKE DAMPERS REQUIRED AT NIA FIRE BARRIERS,SMOKE BARRIERS,EXTERIOR WALLS AND HORIZONTAL ASSEMBLIES 7.ADDITIONAL FIRE PROTECTION SYSTEMS 7.1 907.2 FIRE ALARM PROVISIONS EXISTING BUILDING HAS FIRE ALARM SYSTEM.EXTEND TO 'SEE FA SERIES PLAN } NEW AREAS J 7.2 905.3 STANDPIPE SYSTEM NOT REQUIRED Q 7.3 905.4 LOCATION OF STANDPIPE HOSE STANDPIPE SYSTEM NOT REQUIRED.SEE ITEM 7.2 z CONNECTIONS Q 6.FINISH MATERIALS ui Q BAA 803,TABLE 803.11 WALL&CEILING FINISHES AT ROOMS AND CLASS C OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT/MATERIAL ENCLOSED SPACES INDICATED IN SPECIFATIONS Q 8.1B 803,TABLE 803.11 WALL&CEILING FINISHES AT INTERIOR EXIT CLASS B OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT/MATERIAL V STAIRWAYS,INTERIOR EXIT RAMPS&EXIT INDICATED IN SPECIFATIONS PASSAGEWAYS Z W Q' J Z:)m UQ ~ W W d I W a 0-A0.6. 1 6CP1E: DRAWNBY:WR5.'MWIMJINY PROJECT NO.:2022.352 27.-81 7..11. SHEPPHIRD ASSOCIATES ARCHITECTS i ENGINEERS -� 6 26560 AGOURA ROAD,SUITE 106 I� CALABASAS,CA 91302 l; g 310.670.9144 wi11,E@SbE"S.Eom m'RvrvwFn`rvuu¢------------ rl¢�m�"amrr aF l Sk mamwAsso�u I noe.-r.r.,sa v�.�.ec rnoco.wwm,m I osmemnm e.irtmwm,amT,ENaw 1 ..anexcws¢na FIRE RISER 9 � 0.. I TFG ( {7 I AR 1 1 •, !v NrtCHEN _ 401 SrERE9JA0.C� El INW..HUMS aa�WNEo ITr,L OP E'.—FEEFFIN�IFD6COPP E6 DFTHISo Gc DDcuuEr7r ARE NOT Da 1—FD MDNFD AND MST BE WILFIED ory Avr ECTAgaC fAVRRS.'� -. WgNa1y A®ne0 by DIN—M.,., VINI1eppNirO I r —c-M tom, L 7 Vllliam R BhRDpYnrtl OSnegpMre PA TIO - Aeeaciebs:GN=VAlliem DINING I�•• RSbepptNs G.Ig-20¢30523 0&8IX4ilR'OS d'-3112' i I—' V BUILDING OCCUPANCIES-PHASE 1 MEDAL co� 4.1-1 ❑ IIS A-2 10) G o A 1 BUILDING AREA OCCUPANCY PLAN-PHASE 1 --- J11—ILOORINI-IIR 01_FIRST FLOOR A-2 373 SF Beach FIR PETE'S TURN FIRST FLOOR- SEGOND FLOOR INTERIOR �a�OOODR A=� 6I SF AV .. 3t T65F OCCUPANCY PLANBLL DING AREA TOTAL 3175 SF Atlantic Beach Country Club SCALE: D 12 FEET® 21-9112 f_ Phase 1 1W=T-D" Construction Documents 160D Selva Manna Drive Atlantic Beach,FL 32233 REVISION NO, DATE DESCRIPTION 1202-22 SD PRICING _ 2 2-10.23 OD PRICING 3 3.30.23 90%CD _23 PERMIT SET i3 E2® - R3 PLATFORM UFT U) Z I J - I d VESTIBULE OPSTAIRB 420 421 Z - Q �F D U DECK O 425 Z 1617 SF s RESTROOM RESTROOM 122 421 (n Lij Lu r. Lu Q s `s a' PETE'S TURN SECOND FLOOR- 0-A 2 OCCUPANCY PLAN $DAIS; SCALE: DD 1® DRAWNBY:WR$IMIR M3INY 7/4"=1'-0' PROECT NO:2022.352 SHEPPHIRD ASSOCIATES ARCHITECTS 4 ENGINEERS 26560 AGOURA ROAD,SURE 106 i. CALABASAS,CA 91302 g 310.670.9144 wil.s@60ep-ae.cum , I' x ➢�r�W�v '� r.�co.sular ' sxswxiwusvcun:s.Aarrt<n-w<ncns. , A 1 >` FlRE aB f M 08 RM5 � 407 KRCHEN TwS REM HAS BEEx EIEFCDi0N0.CA'\ sl 401 AN AlEO BY WILLIAM R.sNEPVMNDEl . ,FGORLmA 51µSET ELECTgM+IPSCOO6N6 M1 THE GATE iMPWES 05r 1G SMO A H IAIARE I:1EOCONSRIEMUSTBIEgOIIE ERFlED C COV ES. / 7M+Ny d. by OANU S11epp81r4 � f DN::C4�.S, L. E.""PPlmeo-eN.mm. PATIO Will—fl 9Nepphrte 0.5IIapIY4rtl Dwwc F 1-1A93h.ppNb wnlMn ow_zD2a.3s.z3 =UA7Q Do, 11 { J w n. V MECHANICAL COOLER I1EO5E HENS ,D3DLE WOMOZN'S EGRESS&OCCUPANCY LOAD-PHASE 1 409 0 405 O O O ACCESSORY STORAGE AREA u u [:]ASSEMBLY-STANDING SPACE STORAGE O ASSEMBLY-UNCONCENTRATED _— ASSEMBLY-UNOCCUPIED COMMERCIAL KITCHEN ddantic Beach PETE'S TURN FIRST FLOOR- EGRESS PLAN &OCCUPANCY �MECHANICAL EQUIPMENT ROOM LOAD Atlantic Beach Country Club SCALE: B 1 2® Phase 1 Construction Documents 1/4^=r-o^ 1600 Selva Marina Drive _ ---� ---- ---- Atlantic Beach,FL 32233 Area Schedule(OCCUPANT LOAD•P142) - -- REVISION .Raom K9tl[}om Lo+E O<oyarrt N0. DATE DESCRIPTION ;ElmeHv :'wlfelN 4r� rF _4$?-Fo4. F4Ym_..—_ _,1 - 12-0222 SD PRILING X400 OwwG 01 FIRST FLOOR ASSEMBLY-STANDING SPACE 424 SFNET i5 2 2.10.23 DD PRICING 401 KITCHEN 01 FIRSTFLOOR COMMERCIAL KITCHEN 374 SF GROSS 2002 Y }3023 90%CD !L RESTRDOMSIFL Cl FIRSTFLOOR f, EMBLY-UNOCCUPIED 1DOSF 0 S2}23 PERMIT SET 03 405 WATER E_A H1ER 01 FIRSTFLOOR MECHANICAL EQUIPMENT ROOM 415E GROSB D. 1 406 �CODLER 01 FIRSTFLOOR ACCESSORY STORAGE AREA 53SF GROSS t 300 407 =LIFT 01 FIRST FLOOR ASSEMBLY-UNOCCUPIED 24 SF I_ 405 FIRE RISER 01 FIRST FLOOR MECHANICALEOUIPMENTRDOM 80 SF GROSS 300 1 • 409 ME_HMICAL 01 FIRST FLOOR ASST CALEOONCENTRTED 733E GROSS 300 411 OUTSIDE EATING AREA 0t FIRST FLOOR ASSEMBLY-UNCONCENTRATED 3765E NET 15 25 0 O 412 STORAGE 01FIRST FLOOR ACCESSORY5TORAGE MEA 40 SF GROSS 300 401 KITCHEN 025ECONo FLOOR COMM—KITCHEN153E GR053 200 1 402 REBTR.OMMEN—M 02 BECOND FLOOOR ASSR ASSEMBLY-UNOCCUPIED 485E NET 0 RAGE2® 407 LIFT 025E_0NDFLOEMBLY-UNOCCUPIED 255E - 0 423 421 RESTROOM WOMEN'S2FL 02_SECONDFLOOR ASSEMBLY-UNOCCU%ED 4i 5F - D PLATFORM 423 STORAGE 02 SECONDFLOOR MELHANICALEOUIPMENTROOM 56 SF GROSS 300 1 L� 424 BEHIND BAR COUNTER 025ECOND FLOOR BUSINESSAREA 1B25F GR053 100 27771 4M 424 BM AREA 025ECOND FLOOR ASSEMBLY.STANDING SPACE 93 SF NET 02'-fi•LFT 1/1.5'LFT 28 IL I 425 DECK 02 SEGONDFLDORASSEMBLY-UNCONCENTRATED 1142SF NET !-7 DUMB BAR AREA (n wARER 93 SF t.Ll 409 U — U DECK 0 0 unsTaRs Z BAR ® Q IY /FT U) WZ I �< RESTROOM RESTROOM r 422 421 ''^^ VJ LLI W a _ a W a PETE'S TURN SECOND FLOOR- EGRESS PLAN &OCCUPANCY O—AO.6.3 m 9 SCALE:1-1W2 LOAD 4 - SCALE: 0 T FEET t 34441' WR -3 PROJECT 2022J622 � 1f4"=1'-0" ACCESSIBILITY DETAILS SHEPPHIRD ASSOCIATES BUILDING BLOCKS '°"�"r'°`IAP"°"T e3aaw4w.�aNxw ACCESSIBLE ROUTES ARCHITECTS+ENGINEERS r.e,9.,dreaePaea„o.,we mtw�o-141404 w+P wemwrgra[Wdnpla 1x saves OP,mmtm•un,mMwnbrwean iwnesla8s mml'�n.waamd e.mriea 46560 AGOURA ROAD.SUITE 106 A[wn shall be 60 ex"es 11525 mn)wi0e rt:lnimum while the decth e3ceed9 l!M[hes 138:mm) laommmlmaaawam•Wsemgmv.noorw 8rawra wnWe•,vnwalkr4aNnxm+n marvare wrveenpemw Iwbn.mameakwaramre I.r..m tw mull o- ' P,kmnttaewmm tz.xtea[msmmrn,am.aNmMdr,wrynwow.mm�.,wnbana.n.lsas mm,m.nm'nnww,mrc•uonm„rm...,.rrr�.alrmama aor caneml CRLFBASAS,CA 91302 302.1 General r.NarMwwgrw.,e P 310.fi70.9144 wFl.s@shep-ae,com Flawand D-1 surfaces shall be sUble1-and.Fp resist .mddrag[ompl,will 302. • -.- 401.15mpe EXCEPTIONS: N •' f%e[•sIOIs:TM1efm,rgwmwnaw,ww,emrysunxbnwrps suadre4.egaemmcomply,Ms•^73 The povisrans of CM1alax45ndl apply wTdre requiretl by CM1ePler2 1, --d by.requirement in Nis toes. wxnsa Wmin wimalc-mm. M.,Pow and,-.d urtacess2a not be,mubetl to be sada,frnn,and lip lacislanl. `7 - Ardaa of sport acgv0y sna0 nil be requged to[amply wPh 302. X _ 402 Accgsside Romes Ativisa�ry J02.1 Gweral.ABede wAacers ane Nat remm-unGran9ee try cmta man I,Muplietl force,so that»Ten MacoMnminanl orlgmeis r surface renvns[ous o4ginal cord'Non.Afinn sud......lt,tlMwmatim by emer indemadms a p�NGes moving on its surface.A a' irw - i 4031 Gareral gay.:,n[crs.[rrr+¢aa slpresis.nl lunate-iaes sumciem lnGknd coumerlorce 1.Me fumes exenetl in wmtgng b permit sate amMla[ion. ' AccessMle maces shall campy wHM1 402. 3023 Opanini . 60 min , 1 va `�Y ._ m�� 402.2 Compmanla Openingsm flow or gmmd wrfaces shall naellwv passage d asphwe more man ll2 incn 113 mm)tliameler except as allmved in 40]4.3,409.6.3, 1626 p7 r `- y-� Accessible tildes shall consistpone ormae.the rollawing c.mp.neme:svalNng suda[es wiMarunning abpe ns sb.....n 1:20.tloorways, 40e,810.s3 antl 810.10.Elongak0 openings shall I.placed so Mat Ne long tlimensknis pependicular to medgminanitlire4TPn alrevel. FIGURE306.]2 IT y- amps,curb mmps axclueieg Me flaretl side .1..tors,all platlamlifla.Nl ramponenn d m accessible mule shall rnmply will M.aPplIllb, •--�i,� requiremert6 aCwpter4 ane 200..3.1. t �E OF F(O9� 303.1 Gmeal MANE WERINGDLEARANCE IN AN ALCOVE.PARALLEL NPPROACH " " em mm.1sin level are penniOMinfloardgroune Surfaces,iwyshag cwnply w4M 303. R4;rudae73 A4v11ory402.2 Cpmpanents.Welding surfaces murtnavemmng slopes not steeperman 1:20,see 403.3.OMer components daagessale raves, 1 y EXCEPTIONS: suer as temps 14851 ane ave ramps(406).we pMmMld[a bd owe steeply'I.W. r frail wmdnmem areas mall not be requiretl to mmply will 303. •WTa4WNRpvRPgWpIN4 W1E[ss Florida rcquiremems ds.553.50.11.F.5..ncamwatee in section 2033.11araweasde routes to paridng Mn motley requiremendaChalxer4mull I{z Areas of spM aGiv'lly Shan WIN be regviretl k[amply wm 303. Whlim l,. be complied wah.Pursuant tp s.553512,F.5.,Flmtla requaemenla,ex[ep[s.553.5p11(5i(ai wiMh daccessiblerMelo paMng ane s.553.04t1c)1 ARE pW t Whore space baneam an etemmt is rnclueee as Pan or Gearfloor dr ground space a timing apace,Me space shall campy wiN 306.raditidnd Padang space and access.1.1.Wu h.may be wdv.tl down to Ne requirements alba ADA Standards Ior AccesGde Oasrgn. apace shall nM bepronibeee beneaM an elemen[bm sM1all vol be consMered as pan of Me dearflmr wgrquntl space ortuming spar¢. 30].S ReWiretl Clear WidM C race"w' 3aa]vaNut Ativisoa-iningneal.CIlmd-In measured'm relagmbMausable Gear now apa[e,nil nttessaRylo Ne venical suppoM1lw en elemwR p uutlingogadsswllndretluce tltd dear orient requiredlar acwsaible reties. TI ah ak MNa ra m-414,0 r, ag,eru rmin"vg Gearanre undttan oble[Ifor requnetl!uming orman[vvemg space,wre mould betakento ensure the space is clears/any •° [lrariMs,i ratty me nvmriWdpermrzMm pbsWGims. 403 WWWhS Surfaces , FRE-, Y 303Rd Ranges 403.1 General IRB. 3065 Tce Clearance Waltting surfaces Ural area Pan man accessible route aha.complywM 403. O.ECPPHIPmg_.ml e4 ,. � Gr10ra' cDruTxual�`valr4irMoscaew"us THIS xc4grcrt4L A-111---1- R..2,umm Gmune Surface gE1AEUEOE n AIE"GnnOTYFE°FTT 6E Ax0 znav ampyw.m are Floor arground surfaces anal)comply wit,302. MU0 s10NpIFIEO FtwRE rax 1 uvia,Y saa.temeW.TMfallawnguae pontes Bravmean«acn rairges ra m x[wwrveaaMwn[geeu4alrryekmmzswhscrmtmFs,+aMs.or 403.351oPe Ox Axv EtaCTROxIC LOFIEs t 9 E� pmmx;ybran, appa.toe:M arws•do'srae rc+rl,a:az:m:ok eknennaMcpttabk pwrseevenmfw Therundrg slope o!wNkmg wrfaces shall nm be sleeper gun 1.20.Tne oras slope ulwalking surlaeas anallnINbe saepd Nan 1A3. � vEgltuLdMNG6lx lava ��4j�..m �R ra.,ad,remhr„ge:„wrr•eMxa. Dgia�ymaa lm ClAd am.3 e.yww ilk_.. me�a«age 4thaaa r,Nw, ON:CTalwphro e.[h wrva ON C DS, 403.4C...�� ,a.a Ira-•r.g•-....�.,a 13mmUrpnukrwar Lutl be bewWwaaasbpemcseeperdun,.• • ' Ch,mg.rahI in Leve E•+N s,@fhepae wm. rfrwaNmsMe CM1angas in level mall comply wM 303. William Hgnrpplwd hpppUd • BIrIQ 11'j$ It..Pp d:GN Wlliesn r ran' -w- wMsaana• .gess mrwvM1a agef M,wp,1x d035 Clearances RSheppWp A4Hawy3a33 aevN4,40rwM k.eta't;a,d�113rmnlapaaw,tetlwbe'.awnl6.,r•ml�r,a,de.•nnl6,rraml oe.eka xowe.w.nn:uu mry,ne amE,edWwve nk,neneN .r'3mm9(f,ryacniw[ip.[eetirrg'.,arrn113mml ma[[mpyrM4051ewupzta,061Curo Nnys) t I, ;Jmwnl 36�rsr915 mm1 onl'o's ran WCEPTIDN:Within Imrovde Gearances cwnPYingwm4035 6-fim plan DWn?f�8.05.33 EXCEPT ON WM n employee well areas tlearances m cwnmm use Orwlebm paths shall pe permi0etl lobe deweasetl by work area egmpment i34'ffi4]U2'OP nmRmmml prov dad lhatme tlewease s essential to Me fimclion a g,e work bong O'xlwmea. FIGURE 306.2 J 1 : TOF CIFARPNCE 306.2 Forwam Reaan ,N53[tv wt4N - 306.21 General EaawxpnwreMn wls3 am w3.53.merreNredgMw.4y-�....aw r.-.- .. , Ba neuaEsoT3 Spweu relernen[betweenlhe hnnh floe,orgroundaM 9MCM1e5l330 mm)abum the tint:floor or grouw shall Oe cpm:acvee toe loea'u"0�'� d[mmx:lr,e Mm vow 4aurxeuidlws�xx`tl0�3x•exes R`smm)mrxmn•xakvpnaNdxresrat'1 mmlm,umrmpw•eeearm reauredsndm sgnrernsxesaprrtefgsy..M1`ceea bvrwvmnnman+uwrisssmmlwMmnmxn. [learan[eand snarl cgmPly wN,30c.2, mw,mrexM1naarobsrmnm.dutrva ror.Rrom ••• - ---•• -- •••'-- - '• '••" rys X- BEVFMp[HwxnFmtav¢ abm.rwarvp 0.w wOwN . -Mn-a 30Gzz Ma:imgm Delrcn .-.�F6�6�+��-. 303.4 Ramps Txaearan[e swi!exlerM 25 inches 1635 mm)maxrmumurmer an Nemen[. {{aa Cnanges in level gasterMm ll2lnah(13 mm)M1lgM1 shell be ramli end snail campy wm 405 w406. RE SE � �F�E 30.4 Tumlrrg Space 311623 Minimum Re,I.Depth - 304.1 Mm.1 Where ice Gearaxe is regwretl at an ekmemas Wrt ora rkar Ovorspow.Ure tce[karance shall eserM t]ircwsl430 mmlm,nrmum F geUPE yss.t Tumin9 space ah.11 cwnPlY wig,301. antler the ekmm:. ti 300.2 Floor w Ground Sudacas gygy,ggpp FToo wgmund surfaces da Nmmg space shall cwnply wM 302.Cha,ges in level ora vol permde0. TN Or AxM�4181F RdmF EXCEPTION:Slopes not Beeper Oran 1:48 shall be PermiveG- 3Mu2a Add1-1 Clearance Ativicory304.2 FI b,GmmdSmface Exception.A9 uses in Mis secOon.Me phase•chang -lever reixs(o wdaces vnM Slopes and to Sparem 6r .telling grey wilun 6lntlres(150 mmibeyontl Oc avaiWbk me Geararcew9rrwtres123n m)abweM1he Tmisnflmror surterca wm abmpl rise excaedng Mat permiaetl in S-303.3.Such changesmlaud are pmd .tl Ill hulizuetl Clear goal antl gmmll spaces, . ' uxOmisu[TFn rORarweO aEAd wva+[kxwmmxswn ming spaces,antl nsimli space where people usigwheekhans antl aura,mpblMy lm,ices must pa MI.,me Wily aid wch as'm vMedcnair g,mmu shall not he[onatlered Coe[karan[e. s-cesrmmmeuvwto use elements suA as altlwrs,fiswes,antl tWepbones.Theax[epgon pwmils slopes not steeper Man 1:48. wner<meaw ca.atl s•6 makesa,"aevw rwnamum�rr enrnerndKh rs ksszM4armxe+l�ata mmlaeae,Marw,au,sg•±W 4,xnesna55 mm;mrvmwn Tumin9 space shellcwnply M.304.3.1 w304.3.2. 30625 Ii �e+s OM1monetl xYNm tls ilia ammMwgme M, .es(txmmml'rw+en++atU+etum rNal"anesltas mmlrm.nrrnnbvrrlM1Ue,um ._r 904.3.1 Ci,u+ta,spa Toe clemawe mall be 30mn 11780 mm)wiae minimum. TenP lwwxa dor lsow,pwr UePeinmabenraM pw Wena+aro'aTaurrcerukalmnd<•pu+ee reaznoepd,ve,ttw FkRr•rtbu.mere Ux<krwrM1,lametwmn[urmm�0515rwrrmm mm[emq:axesam S.xswlrwrM«ywee. =l•. The lhfng space ah.11 be a space d 60 inches(1525 mm)dimmolerminimum.The space shag m pwmiaed to mdude mm,and tae Gearance umm raactiaswroa'rar[nnli3mmmtm•dmm Mxrd Aerf•maepmn mv,mes 151omm1m•anrvm.NM1'rne rix reemaewnncadwm corn Iry will 306. etMs(somm dxd8rilwwra n,m9u!:x,aa,cl,esP,mmminuurvrreNMe•eaCreepnslutl Ee35+ncfin Mas mm)mnrmum 306.21 Geneal e' Space under an Nementbetwe,nlh<finhh fl..ri1Mgi =� �' R' � •••+,nvrePe4saaae ens she c WY - 3062, a� a dantic Beach mares lms iruumngrpw9ulaeaiarrewnsyacerwaunaWrchOffi nml wwnr'w..sunrr6[^armsxd Ee�3s mmlwermmmsn.Facn am,aue Tswti be 306.22M D li tU [iearammana=n.,znanwl3osrramlma,mmm�aaiaii.�owr,maMeara:„rneae.nrotre,,,rtraaz.rmrre4nmmmnnwwrwmmaapw,rw:xpwmmeam rneaeaa I a2slnG,es(63smm)ma:mumunaeranelem.m. /!�.• �E •V- �g .I[,q ,'� - ,m.rUe pkeaMroe Oewwx+mmpMrs•+M 3xwNw mew,eaeme.tlrebazewaire stirs 386.23 M0..q' ... l B �1.�\ j- _M-' Whore toe"Imm"H requiretl0..1-m�s pan ar a Gezr Aowspaca Ma tae tlewmca snag emend l7iwhes 1430 mm)mninum un 101 .-.�.j .yr..; ..aye-..Y.. Atlantic Beach Country Club d-.L ayT _^ Phase 1 306.24 AaWtimal Clearance Construction Documents SP., e exdntling greyer Man 6incn.s(1`Amm)beymd Me.vailable 4nae Gearance at 9incbes 1290 mm)aOove Me gniL,flar orgmund shall nm pBSTttu[TayxzxsPlnwstP Rsw[x x"�� tt�s •-[ „d• B be cansidere0 toe cleaance. 7600 Salva Manna rave J06.2.51NidM1 '�10no6r�^ [tE''°`"°TM"*^'"" [antic each,FL 32233 Too Gearances 111130 i-(760 mm)witle minimum. M1vber'[kw aoww wGpweaaawsaawagel a!' F4µrrs•lr mxn9Rafie•e vaterltxx mmlmumxm >r- RraxnemWmxm rM MesMe rexn n,.rotamaceo..ax 403.6 Hantlreils 'ate, antlnwkn NaerexnWu6ed,srdl,e•.l3.z mm1'.;aimamwoaerams,taarrwarwa,a wnere nanaag:are pnriene along walung.aGa[.a wm ramm�g slopes nane.p.r man l:2g Mey:van amnpy wm sgs. RE Bran w ng mrf r VISION IXaaTOfas. Advisory 403.6HPndrells.H MlilsWMI Ile ha tabs and plaibnn gM are na required to comply witlrma regwramend for hantlag.m NO. DATE DESCRIPTION FwvPEaw32 . 1}02-22 SD PRICING 1 -I SnACE -W-1 pwmae2 a NlM betweentddar hew wpwa-rsrvax Wemmwaaeaxdwn ordredunem�rs toe-eeinsmml 2-10.23 OO PRICING i--•- - - s404.1General J }30.23 90M CD 305 Cl-Flow or Ground Space f �.fig Doan tloorways antl gates mat are an IF anIllhl.m to snail campy wim 404. 52}23.PERMIT SET E z'3,rmr rwWarpen 09r,.Ee pemmraatob sa,Mseslr3M mm)r,ranwmmeev.ee riomztes,.nxenf merertrrb 905.1 Genet ' 0 in aDit imWka urgrsms. adY ell E%CEPTION'Dpws tloarways antl gales tleslgned bbd opiated any Oysecumy persowe shag WIN be requrad to complywlM 4092.],404.2.3, Clettfloww9rountl space aheA comply x1M 305 Fi _Y !ce L--�- 409 2 9 401 3.2 antl 404.3.4 ihwgh 404 3] 305.2FlooraG%ntl SUdaces a�- l..p y404.1GmeatE milt.Sewmy personnel musthaveaddmmolM doors thawareIhm,Ior me Exception4404.1.Uwood not be FlId argramd sunacas a a[feaM.1:4 9rb.11 b.ace snarl campy vent 302.Lhanges M lwN are rad paminted •'7-+ eccepnble for se[urhy personna to apw.te die tloors lw people A.disahillties wnile allw.ing aNws to nave independent ersess. EXCEPTION:Slopes rad seeptt Nan 1:48 shall be permMed I�rrYnJ E f L 404 2 Manual and mld dooOoommys,and manManual Gsea - BI�l) Mantlo 0f1 ngueExu i Se uaM..dna 0orway5 ual9aksintendea br user passage sM1all-ply will 404.2. Tlx dxeawwpaumgwwM1e 37rW,ee(raammlmwa„im by,¢avnx Oxmmmimsmm. ,_ ' c� umll ea . 4093.1 Revolving Doors.Groes,and Tor D., y 48 min a . Revdvkrg dows,rg IO Iry gabs,III h Ulf shall not Da pan d m accaasiderose. 12'10 -- awl spowuvnmdnNd bmw<n9rremstim mm ma x>rmr•916a5mm!•ewe McM1mn PawwPorM9ea Mzwna6erN LweedurmaesM9ra1.'[wryywu. Hi-•a 4042.2 Dou61e-Leaf paws and Gres ms g amma�T Al least me If me atlive leaves a tlmways,vM two leaves shall comply w+M 10623 ane 406.2.4. 1' �.•=� C Ma.rmrrm0•Va uxoesmtNTEo sroEeTAd aM,va..va4m 1 ,II E4 swearearxxx ,ane zsiiutrs153f mr:mea.rrm umesmea,wnrxcvatrez(xTommtaowemearisn mww®wg'a 3Puao6ruurt.4 Ni0r aaxn ` I - ".� 1 me.awrw p.Fm vmere.Gam nparwvmaawwrrwna PxwwaPpwmkw Wa,rimr,ka,enAmares rexnnaae.maM1nrwaw.aNwrpaadxabarwamrlw ee34 sone °av'OP""'ae slwflwwme.silt wGm Wax arrwalatsmnimmimm.ckx ep.,wodeoo-wa,:.rmawamrBamn,naaeemawrdae[e..erraneraaeaueeoor -, enrewwee pnxrxrxd,aravanaa«.raw.v.aa.dieb,war�rx,a:n,cw:r,wt.,lzeommleemmr.mrrma:e.,rtx:rmmmnr Lass'r."1m+.m..'a+m Prewl4t'anaoesnuatrm a,.x4z.,mrrrealnlm,.,m:ma.,rwm.lnenpr,«ra.m.wlee.ea,[nean:mmn!rr,oia,amkr,wx*aeµn a"a""x°°.""tl'"'e 4vOfTMA941eye".Opens'a110`erwrzM1.eh.:re,om.maede wuwpnea•da.aper.ngd3a,i,e.sts,srwrrlrr..warr.Tner.,wa e[r,. amaMel4irA lkwwpwan.,daex<aarm3mm!asap mr.r.mwniwee:!ees a.m,Wa,ede k.M dww>waG. m,m wM1w.•Mere,mMpMe.:eeea taints..Rssrr„rnr'.r'�Irem,�rn,wtoe,a„ruaan,mm�lrw„rarmlraruG,arPma:. walamw,arrrome r[wwee de�at:rwa•Gmlw.rw,3[..tre.leas mmaeo-iaa.ni.m nawwaawr4.amtl[,iemwew GaaraPemngimmen..e„34,i,Ge, FlGURE Bolla vxtesl4,a Inmlmr+i"um rassmm,arrow.r.'ar:tmwrr.alal,a,.rretaw,mwar gnxmwll mw.x..a..nnnwmml. ettaR FLOOa Oa r.RWxp SaaCE ,tells M30mmrrH2,xMreat6esmmtebevemeNvnfbwwOwarE,all.rce MrmasNObepernmadm.aOa<warwe ata,m 05 mnln aryvr IXVFrmxs Shl-uas. 3054 Nne.ane Toe Gearance swxm6merest,5ommgm w6M. ,.mmwwmrs,a wgwam ds-..erlt6mn)muni,msrmmr rw.arN dxwwmsnMdlsxnwwobmelxmmevm UnlessoMerwtsespe d,de 1Mww9mund space shaE be pertnmee to include Fnee antl toe Gearance wmplNnB will 306. ..lnempmrwasNrvmatlarcs me tlmrntlryesslurlwpwmmeesaee 3atwiesmts rant nraa.mrmabme meNMrm. v,') arae Ma„ore Rn.0.3eiwtvsasomnres6e rrnirraan zsaeredrpwn aNe!aspenurssw:lope,i.mearu eels raMzrt3mmnl m+.irw+nmeas,r,e6 horn Mesulxaame.[h rirgwMeluN :.Dmr[bxrswre9w swzsMaEe rrwmhteaaaeera mexsrlsnmrymawvnaoaw MermMlborvgaN aM.a.wNm �� ersP•mawaa,rn,.,keme.iaP.iaewaa J um.srsnwv epaosee,Ge.rmarwpw.Gva.rawe.Pobau'adlx.awkrwka wpa,W eewwcnmm W.msa 307 Pmvuding Ob)eds r Prdmd"ng Obi..Limha * PrINmd ng cblems sluff comply will 307. �.. - •�` sm xPmuAa t„mx q 4 i _..I l+vw- +rap .rMwrtaw r.. r.+ DM1xfn wmnk•d'sadge.mwetlwnnimwalses mgl••r-r.-.e...........•..-.ora...ti. a.. .,�._v.�.,..-.r.. - M ROUREaoe3 mdxmwnlwn,mOsynmlM zimbuapatlr _r9!gE,'• vrRyi J <MANvnOIx OFpOOeWAK W P0811wN OFCIFAR FLOOR OR aRWu09aaCE IXRPTON.Nmd,n'a GrNibe Panmure warrW r�-.,a•-ora 1.1uRbbl.. 305.6 Appmadr wdNMry 3oT hemnkntMluwmen,wwrsusedrtl deekmrars mrbetlnxt4#torus.apxsapnsm rumaiercamem Men Meeavdntwmrde OesauCTFO xWN s1DF 11E4CN� 04.Y!ManeuvemMidmances Vn One h°rngosWc[ed sitle mmeClearfloarwgrountl apace shell egpin an accessible rputewavdn eno0rer ckarfloawgroun0 space. ainimwn manaweMg 4esances altloas and gales snallmmpy will 404.2.4.Maneuvenng clearances snail extent Mafull widnmMe tlawxmy l� 3 eaaWy[wwP.FMr,xnn uueemG,cdxun pram xdWreaterslee Nenmrw.meaanpy waN rewremerabrwoa.wavogens.lw dMa ION: uydsitle wM bsideclgaance. eramgk.•x+wlns am MWr rrpperugsmnrua rannrtauwexrreerxm r•w+eaverbraldeaaxe.savteh,ensme,awiMwzwienrpwz aanmupasn EXCEPTION:Enby down to hospnal patient rooms shill na be required b prov,tle Me deviance beyond the Iwtlt sitle eras tloa. U 305-]Maneuverug Cldarmce WSNmmml rN urauNgm paMsiwel]nrP !6e5 raps 309.1 Gmeal m WhereaGeer floor I,m m%spaceislo hmman alcovewoMxwise I-—On alloy Imi If ee sides,aedNonal maneuvering Gdaanu shag 11O°uiAi4Oic Opmmle pamsshall com01309. U a be providednaccomance will 305.7.1 sill 305]3. 309.2 Geer Floor apace a- A Gear MOr or gm,md space wmplymg will 305 snail be provided. Q 09 3 .3 111,.]ns 21TweNapProatl. Opemda parts snail ba places vrillrii one wmore a nte.. rang.c specified In 308. -4 ue'pians: w Op le pa nag be op.mb,will one Wane ane mall rad-ml 0ght graspmg.pi,-g,artwisling ate will.The twee lquire01q ec5vme re aka.es znarnex.a,eslftsmm!wkr,a mirm.areemeeeptti eaaw.e x,Indies m,°mnl opeade pard anall be 5 pounds(222 NI meaimum. EXCEPTION.Gas pump noales mall na!be mgmmd to provide op-m.parts Ms nave an-M],bice of 5 pounds(222 Ni maximum. ------� R.Naa�rs 35'in DNR3��.dNG°° 0-A0.11 FmuRE3as.T.4 SCALE: ,.MxEtrvEawG nFAeAxa m Ax alrnvE,roewARn AP•as•a DRAWN 9Y:WR51MWlAUINY c PROJECT NO.:21142-352 ACCESSIBILITY DETAILS SHEPPHIRD ASSOCIATES w4iu o..m„Yrldmax B4aaa cwam4W bnaaa,anti cacao oma d6 .11 Ilan Li" ARCHITECTS+ENGINEERS ACCESSIBLE ROUTESDAID. Do4•way.esrttmn a4rla,mismma.dawxMnaL.-a nee. ..�.- -I , ... ,.,--, Doors,gales,.esiea lgMS Miacam lb abbrcagmes,c.dining.e Drina¢gl,amg hindsand pemavieMng wings me Panda ancon nae¢me .. CALAASAS,CA 913112 RE 706 OXCE atON.a ran tRaB, hand Ia-43 i11,111696 mm)m(1675 1)Ba me E-.n Floor. CALABA5A5,CA 91302 EXCEPTION:Visim liglrls Mth the Imvezt Part more IM1an fib"v Ales 116)5 mint from Ne finch flom a gmuM shpt sol be require¢to comply wiM rutf.p4:.a 4w.2.11. uxarl•4oxa.l rxane.a rl.....crews:ar..-n ... ..,.v -. _. -.. -... .. g 310.670.9144 wdLs@shepaewm MY4[uvfstx tnnaa000M 404.3 Auamat,and Power-Asslalad Doors and Gates Ip2at Haadraf oeenme•-•- uan,rnar6'e Wrar•a�,rN Automeac doors.tl automdic ga:os deal comply wim 4M.3.Full-powaM aummatic doors anall canply wim ANSIIBHMA At5fi.10(Inmlpw lea by , SawagreamsaN pnnmN Menu:wze+mgdearanr.zmWrgwniaNeaaw A� relermcgsae'Read byRd SWndardi in Cheg dStmahenergy and ana,1)esziAed doors shallmmgY wiN AN511HHMA AI%.191sg9]n20D2 cram rAdE wzal aapwm arp.r,elaxra lmawy IlmyorsesapauAs°«may.cera M'mml gnmmoatatl by.axr.re,aea'Relerenraa.linear¢:as cM1-pmr li. .._ _,. xaramaa..w.aaas 401.3.1 Clea Watt, a-.-tarsal Doorways shallI V6.a dear oPlaing of intoes(615 mm)minimum In P-11 and powa-df maae.The minimum dear Md.Ire mamn.. ryp,d Bvaatma arlsu4uYMmmwm M«rxweaaecxaaae _ dooraydams In a doorway stall ba basad an me clear-paring pr Mmad by all 1--ame^pen p-slava. fXiu4oro Roonw aWDMCNpAc[fm#n01[<rYN ,mvsp065 mm1 _ 404.3.2 Maneuvennp Gearance E O F`(0 Mahon Dee stle w.peMbx,rm oowvy Ixeye:dvt+d:.mMe::dea�nnMl Cleaa,m mpowena Am doors and gabs snap mmpy Mm 404.2.4.Clearances at wlom doors and gales Mthbal Naseby power antl q q� Appre4rh ^r"- - serving as aaaszibn mea.d egress snag comply with 404.20. 0 ken hon •_ ramdwspssmml kora ..... EXCEPTION:Wnara aummatir doors andgales amain open m mapower-oRvunStisn,compliance wiM404.2.4 anal squired. �C�«fid • T m 404.3.3 Th a maids J ora trans rbe: gxxtxs oxaa•rs l0 mmr' avra.xwetrwoweeedv aaawasdM pxv4eaa4mmltm mmtdaamnslxxv.moor.cera'Immm�aawspwre aw+:M�4,xa:esltmmmlamerumn. ARI 1 Oowwavwsn ro tlwronly Threshads.tl Merges in IevN at eowways shall comply wim 4043.5 fmaao�s.Aaa -aNxame M M.-4 -.• 36meMs191zmm1 �sw W 404.34 Oin Sanas and Gales in Series hem l.nas:ee nk 54axMN9 3.Be«ln--ml, Doom in.,41¢rtes and gates In lades shall comgy Mm40/.2.6. - TjfgEB hRO� Rmm M1xxexm mml' kenspsprmml OW.3s Controls Jam, yebB.tad nbolsshelc^mgywim309.Theclearflow spare a0jaremmmecadml shall belmdM beyond me artdNe doe swing. S ITEM nAS BEEN ED:CSAON IGIFD 220mm� ;s1c mm1 IL=--�.ti x 4 c°EN nuuBE nR losso5 Bar EOATE Delon ,^,IFnI1,_, 04.3.6 Breek Om Opening axOmR nM pglmiDSCGOa s0S,b.a°lartaL kornWasn e-r .-Rat-, nn1a10nvm V I AE here doors and gales Mm.1-m day pan d a mea ns degrcsa,me clam brash out opening an swinging«slidirg doors and gain aha -xE nDT COnSI0EAE0 d0uEDANO VV £, E at,all ba,321,Mn(815 mm)minimum Man opaated is emagllmy mod e. E nntuxB Musr eE vERIFIED 2mrBez 1305 mmlrftlolaaMMMareawMd EXCEPTION:Where manual IMnging doors and gales mmpy Mm 404.2 end serve mesame means at egress cwnpIi Mm 404.36 shall ram be eMM Omabadil fwf IMOTBBNDN On wNr EtECiRgvlt.110E. n req into. _ 2 AssavadxsO50mm dcmzar an dMare pameed. ----_'�_{ ■ 1111111. 404.3.7 Rev IlmlI Doors,Revdving Gales,and T-W., D4'apyrgaetl by lel N) Revavag sows,revdving gate:,aha Nma61m andl nu m Pan ash emesWble rose. msln IN-amaiona unman p BneFpho-e Lanein la subjoin m mod mndmgns anal be designee to prevent me eaamdappn ofwa., ON:ll front approach Nde app h 405.1G-I EMll.s®MaePae.mm, 3 6eyvM Imtt,I& Ramps.ti-t aiW.mules and[grapy wim 405. I. Cum Ramps Wh am R S arglph✓d o-6napp4d EXCEPTION:In-zsamWy Bess,aisle ramps adjamm to.¢Matt and nd serving elements required to Be an an-I0.cram shall nm ba rembetl AaSh eCadee,CN=Willi.m to comply Mm 405. Oa16.1 Genrrdl ode 20t°0623 Cab ramps.eccesaible rode.shell comply wph 406.405.2 tnrough 4055,and 405.10. 00y0syg47gp •.Arid baaMSI150wn)Mrxaa npwketl. _ - -- �TssaPa In lal -°" ^+'- a .m__-..: axroam mrllwa.nrmaawemxrr•mwa lu. . -. --_. Couxn xapezaadawg{wa'aark roatl sa4aa imnaaweNaaPrwnmd:a rure.wuslvbmrxueepe.nwat:]C TMaalxem suTasesrt p,maiom c<W r I ' a ��I.______!� •lr�+�.-A'•-.f - �t nfLrnox.mnxM rrtn.eed+Yr anelmxn.ramz xvehpa'min.am Me•+naedron sureer leant tlwarh^6,•^a rabl.wsz.tx.ezwauweaarc .yi- rraessary maze lnmuown. ro-q sgwwtaporm aMaveazmm bee me vmelez: () f4oPn�nsPmech S$ - pgrxx a Wnga appolch �,w, arfem rrlwlrun Muflwfplxe[Ieawxrfs IT -a-cows.wTEz.nxO rwwwlwdcyamzshpe.Te.aomnmaame.:das r.yn a:evs.aovarxass PswWa^u^eR xroeand.wnaaee•zoss.ok.xcercwr:anq - $ � wm,x„ala•I.agmnse'ms.,o-,.lsawxmaM.::ra ae,a:aaf•e+a m.:.dr,.gw.s.P•wl...r:lwana;waraa.l..xanxam.re 20 curl Ramp Wope __. 1 J �pj yy xnauvaa wvdwaAxa Yu romoaarl srles.wanixwAxp FAcrlmes k¢wf aa� front appwdLpul YA1 Ixxaywaatlr auM1 dr •du.•3,.area waaa':awm R°P' ""d'"1e1"fr` couxNNsloef wswF4cs ysfxrrd cul aAx. M.xxaan dea,aesxr x..aaa alva.nwxawa•dna•.'en.w�aw>o'wxl.ntamu:e.Nssmmtmnx nnnr«a,malwarPmxal=n•a'eu:anekxna spa:wnsloea nocsseex.aw mm1 Lsmm)eelone nxua dmem-r.meaxveo pap.wMW mine lwedmeam wyrt steePr.w:lubw:xl xamam•r t 10 .. . Opaaslaaxcabtxmaa -____________-_,- Aavlmys4uaaaors.aomaaro adawampnmra Ix•v^`w ¢Mee Gxmwa m«a•erswxaawdme aaaewwM,b oris.race xwnma 1$ a � I ads-etutrcamwar'.Tnspmam maxxappxed wlveae.tlmsnercasee. 1.AsbpastaaM'sM 1.Bu pMWred e•, 10 a a ♦ s_ S m.e4ru4e torr sae a.. : E g 405m.3'W'. Slope • __ ore RM ,, JL r if C bpedrampruns..Cm,,lbesleham 146 measu ( V d'^ry 4053 Crms Sope Cress slop...... lcpadme suAace peryendlcWar to the tlnecpm dtavd Lmss slopes red Me soma way as \ e l i d If fl9`. wad P is measured(¢the nae ova Ne rvn) - I405. Floor OrGroOnd Surfaces ld) -a------6.J-X Flmraaouna sonatas dramp ens shall canply xxh 302 Chagesnlevd ratter man ma amm�g slope end ams slow ore nal hemi petlmamp r Beach MaapotlleMMda.b x`�y runs. rtbwf Oma d . Yaalead aM mmaferrrY laaMn hYge appollDh,pill slue •'f W' aar,r .a try Club- 4065 Clearwkm safsbrcDaa attars The gear wiam d e remp Ira end.Mase nanerails Be provi0ed,me clear Mam between handrails snap be 3fi intoes(915 mm)miGmum. :--- ----- EXCEPTION:WNsn amgoyea-.,all,me required Gearwiam dampsthat are a pan dmp11[Ommuse-laep11 be permittee to be Atlantic Beach Country Club - - deaaaaMM1rworkareaaquyment mAd.mdmaa-th,neaaenddmmemn,kadmeMahadn9panamM. 406.4Lanainge Phase 1 r______' • r /L 1 Landing¢sM1all be provided aline lopsMamramps.The lanGngcleas lengM zha0 Ee 36 inches 1915 mm)midmum.TM1e lan6n9 clear wadm e ,C) \Y t'• l 465.fi Rise slleasl TI.N I she mA remp.ex am il-1-dsidas.leadip to the lending. Construction a Documents .�■ -----J1 The rise laany remp ran shall be 30 inches n60 mm)matlmum. EXCEPTION'.In alleral.s where mere sno andnBat the ropdmm amps alB rampOazea shell be pray dad and snatl ngt De sleapalfnntt2 , t Y t t eve ansa eve 42 m� E r --�- 4g6.5 Lg[alim Allanlic Beach,FL 32233 t x4- -- ms.T 1.rdao pan r motes,a nen -�-__� � �� cab rem amanared xdasdcwB amps anellbe gga:M oro manna oro sol aymt-do van eller baBc lanes pammga pa g aarnr xweaala-.a•e„ame sera maaxxamnaml.�a^x,aadne:mal aisles.cam amva at madded ao:sings..It be wnolrymmainee wimin ma marNinBs,exdading am hare¢amen. �i _-_ _• ` I� Fre =•1 r Yw'a'4°sf 406.6 Diagonal Caxb Ramp, REVISION U.bnal,-itaype cob ramps all I,—a na., or ems wdk0(,.a an.)shell..meeagesp balldlome direatim mpedestrian bow. NO. DALE DESCRIPTION (e) MAN[UVEMpa CtT/vAx�Ar a[cm[o o00Rs4N0 orris d4.Wry4q.7W:a1:ap.as+gadwaond weMMwwmprtmryasn �rt4e±capon^dsapesM wMrvr menaerganwmvvtlMs lee bottom dGagmel mNremps shall haveadear opal4B mrtms(1220 mm)minimum^ulsiee active haHclanes of mamedwey.Mgmal mom _1 12-12-22 SDPRICING WW appro hpV�e IMge r{aF mr Csaalsll� nxerux aqw mom• w:xna••Iry du:eedrecma[uwnw:rampsdmxvaraa. .anawte c4mpcureasm sbOas WrMmm.gexva-:n. remhs proviaetl at maAM crrezingsshallprovidame49 btNe511220 rain minimum deer apace.Minis memaNangz.Diagmalwrb ramps wNs amszexraa,s staNwkaradrxeeedrtax,aasLxaga ra anarmwv.MraxksmManeashtlmopaem. fail.11n shall havaa.egmenldwm 24 In—(BIB mm)long minimum maned an each sidedme.m remp and MMiame markad[ smtI. 2 2-1023190%CD INC 3 3 23 190%CD d 1-23.PERMR SET 4p4.2.4.4 Ran,a Ground Surface e drill 1 FI.arm,bl aorta[¢Mrhina,.1,M-b-ann........dcomply Mm 302.Changesm levelare nd pennetea. I I NOT Elevates ( EXCEPTIONS: YrHra rawnw Yaeae - rayon 4..1 GEr..I Slopes nmsleevam.l:4a Mdlbe-rami. yaae El.alas snatl marplywM 4.and win A 1E A17.1 h11Woatad byarnr ce,see'Re(erencea 5laneaNs'in Chapal).TheyshaP be 24 Ch.R.a in level atmrcshotds cbragying Mm 404,2.5shall be prmWM. passenger devalgre.riassides by ASME A17.1.Ela,ma,W-Bons-n Ba aulomaa, E.y+ E� aro aYot�Nx�yy A ,mr,40].l Geneal.The ADAandmher Fadeaal civil ngms mwsreWirc and arc[esslbleleaNres de mainrainetl in workng^Na.^fiat may as ------ �- a •� � a 404.25 Thresnoltls allb - accesxbleto aramlad,bydwae wapemay are ineneea to be^ern.6uildvgsorsa.Mould sols met me ASME Safdy C.B.fa Elavmds and Threshgltls.ap-vitlM al doorways,sM1 ell incM1(l3 mint nigh masamum.Raised mreshdes andM.gas in IevN ddoonvaya shall comply Mm Escalamrsrequres rou0ne maml.ancc and inspersions.Isolaleawampoaryimawpi.s in servltt due Ba maintenance or repairs may be - mm'btable:however,labu to lake aroma actionm afleclrawys cram-a-a vadanm.1 Federal laws and Inas-requirements. a m EXGEPION:Existing manaadmMold.3K1—(19 )highmmumhw,IB eve lad lag.an side Mm a atop¢not teeer man 1:2 4.1.2lkalBRaq. .. hallnbe eitl lgcomplyMm OOd.2.5. alanaetay ..2. IMh appodWB etl 407.21CallCa- poxl.4w4M1 xcnsre.aeoMM a BIM aMaF)/a,uYan Whara altar rat Wpms.1 keypad.are pm..M,may shalt raspy watt 407.2.1 and 309 C Call bats.Mall be caned m flush. ,OaS.d home xsmssad s.m xsdn xewa los T EXCEPTION,Edsang alevdors shell be harm BM1 in have recesses rap mod., Trx aeaawa bensean two N^Ica a Ckvtee ems m lens.aM pus In sera Cud he,a minas p a30 into moammm pus me win:a ams a hues sa:xxaM xxo me )._.F__________- F__________r� earn. aaMv tu4dxes Call laman,agnl 24 mF Zd ran I Ee - Cap EPT n.and wanegmbe located wMan oned me reachP 9mM to bee ocatad0a154ancn�l(m Ocmmimm�umum eBovemel a.h llar. t ! he a ran es spec a W9M1ed sable a IosT.l Rafe EXCEPTION EaisYng mll bupms antl existing ll.Bras sh De arm' es 1. a - - I ,� ,�„� i-. � :>,aIr�swaompyrMh3o2 cMeein leaaaalaa pamnae mananreamine[ enigneM ovarableperc 40].2.1-2 sae idm t ` _ i t`-� aXcf^a°res"P'+^°"rwa"1n"r.a s"''I h.t'"^"'tea. call moron.a hall ba v mm(9mm) I ____. 1 m um In me smelled dlmmmm. �- it � w p TSx1em E%CEPTION:E+istingdevdor call bums.anal)nm ba rcquiadlo comply wim 40l.2.t.2. _____ saw„eeerw:xe malxal x,xa+w,ee,zm-wna:a:ao ra:teameaa tt.ra.a.x 4072 h3 Clear Flow or Grouse Space `^ R) mss- 7354ytb A dearflmr m gromd I FIm complYing Mm 305 shell be proviaea at caA cwmds. VJ 191bh app"" PW aide B) TawlueLeaaex xrga`slv::tr6DMxaa1535mmlvamaanlan A..,40].2.1.9 Clear Flow arGmuna Space.The clearflgagrground space required al elevator call buttons muslremaW hetid MSBudions J door praNded MAUI doIBr lekhtmproaM,plan Gala r dewnoororgrouns space is mnai0eretl to beavdume ham me floorm BO lncM1es 12030 mm)ab...men...R.DPvaml Bah.. 'd nd le _ _ pas ys,plains.ane other deraeave elanems mal prevelM1 wneeklmir users and Wr-rs tram rearlling lM1e cellWman.Tna height Wma _ TACtrupnobemon placed her elevate.11-an.so Ind persons mon.ere bliss...sadly imy.irad d-nm maev cob,mined Nam amdr contents es may reaM Q fwwEwaie ,wee.maria:q.d•sm:rtwm.i.nvw:mrapmaa:Iuze a all OOSlSmmrmnmmmran geo�ahes115]5 rrnlamnwm. br me u:Naa1¢i::mncell lXnlars. ;S------ Doaasp sfaxs sxp wtrsm lepra sorwary 40].2.1.4 Lgradgnt W V T i .,e, q,pn.4am sot 3z snaA oe pammmm we:4p designates me up eireNon shall be maned above me call ban.matdesignate¢medawneiren- •m'T Tne call bamm the wheree4enyRarebrmeaaYa+mor ramp We' nu:wae+MR aleararcnraW'eA IM1eraYunaaxran6xta 0 w r 76 404.20 Gosi Speed E%CEPTION:Demnffion-Men pbavaloreandlnolbare d I lommplyMm407.2.1.d. rg Adilaory 407.2.1.4 LoraOon Exmpb"on.Aeesanaaon-gnenls0,dimliwsystem pfl i alobby[onhds mad'ng p i,an ars to selectfloat stops,lobby Ooh and gate clgsing zwMshall comply wan 604.2.6. ineicdgrs aesi satin wM1irM1IRgm.muse,a,d E1 iyra"Ing"nor' meflgondwWM me car Mil st Res din M1or �� 405.7.1 Slvpe 9 9 g mg op. hon g caro are proyanm Landings I—comply Md,302.Changes in level are nd parmWM. maximum Mfldenry bysdacmg the numbergf slops any pessetger exyedences. YllpjP- 404.2.0.1 Door Closers and Gate Cl- J Dow doeres and gala losers Mall be atljustM mmmhoman own pmNon 490 tlegrces,tlx dmere dredromoveme do.toe posiBmdl2 EXCEPTION:Slopes nm steeps man l:4B shat be prmaped. 9 40].2.1.5 Signals tlegrees from me IUM Is 5 seconds= Mnlmum. 405.7.2 Call blains shall M1ave visible sigmas t.kdcwa winch eaM call u regislerM antl wmm eaM call is answered. m mg d 404.2.8.25 Hln ndang lTheleea MdtM1 shall In.dleasl as Mee as me Mtlesl remp Ran Wading to melaneing. aeap•t0�r0 Weimer 13.1 .Ir gmann,b rages shad be adjusted s0 that has ma;ape^position m]0 degrees,me a..,or gale andl move 10 Ne dosed Balaban N 1.5 EXCEPTIONS: VI 405.],3 Lengm Desanaaon-ori-mea elavalas Mall not be rcquarM moompy Mm 407.2.1.5 provitlM and visiNe ane autliWe sa9nals mnPtWi9 weM1 407.22IMicaOrg `^ yxAlns��s .cranes masamum. The landing dBar lengm shall be 60 inches N 525 mm)lagmnamum. Mill al ca to entre are pmvided. sa' ,04.2.9 D.,and Gne Opening Fwm a a Ensbng elevators shall hat ba Mp.i.d m cbmPly Mich 40'1.2.1.5. W MANFYVEpNq[IGAAx�AT MaNUaLSMNGINa BOOml Yrs WrF. Fire tlaors shall havaeminimum gpan'ag fore¢alowableb Gsnraistraave autM1 shin Ili door or 405.].4 Change in Dirallon U mar man fire tlows sM1all be as lollays: YNe apaopnatea airy.TM1e rano¢forpu gorpu rg opens Ramps mal change 61-han adore..runs at landings shall have atleer lank 60In— 525 mm mlmumb 60 inches 1525 mm 407.2.1.6 Keypatls gated B It )m y ( )minimum. Whet¢ke d,era dM,ke ads ahallbe in astaMare td k d.angemad and shall mm t,407.4.7.2. Intoe hm td!doas antl gdez:5 pounds 1222 N)madmom. yya povi yp mhme eYM ply U a 2. Sil a landing d.:s:E mems(22 2 N)m 4N05.E IE.wwar. aximum. ere Dewey.ala located adjuam to a ramplaaft.an.euvanag slaaam-aquirea by 4 24 aM 4R4 3.2 Man be pam,maa 1.o apma 4.2.2 HaI S,,.lz LY 3. EMenor hipped dmrs shall be designed reg and soda tlq can be pusnetl a ryllad open Mm a Nrce nm exceeding B 5 pounds 137,6 Nil Hal signore.,intluting in-car signal,snap comply wim 407.2.2. U These 1,rcea 6.ml apply to me lone required a,reborn tach bans a disengage oma devise that hold me door or galea in a closed p,,h.a. regdbad lantling area. Advisory 4.2.90mr and Gam Opmm9Faca.The maximum face paints¢le me condnums-11-lam d foae nacessay la Nlly-pen aaom, 405,0 Hantlreik 4.22.1 mbb,mWAudible Sgnata U come mmol I-.mamma to overcomemeaeNerime ears.It does nor appy tomeyarce regdred to retrad bolR or tO disengage mns tlevires Ram wphansegreater man6inches SO mm hall have hands9s coral 9Mm 505. Avisade and BAN,signal shall be provided at each hoistway¢ren�¢amd.1111 mil canis aaaMmag scall and the refs dinbdiaa d navd. s keep ma Boor ins tlgaM posh.. prvns 11 )s pyAn Where into si all are Flaiea law.s553n11416).F.S..epablishes requiemmis for a.-door mann mine. gn provieee,may soap be visgde ham meflmrarea adjacent tb me nal call brit... v' EXCEPTION:WWaln empoyee work areas,haakrdls-11 ma ba requhM thea ramps Nates pert of mmmgn use arwm6gn pains are tlasigneel a (915 mm)o EXCEPTIONS: paints Neinslalladon dhantlalls mmgying xilh 505.Ramps nd subjad to me eacepaon to 405.5 shall be aesiBnM to maintain3fi into gee qui gn 02.2 is 404.2.10 Door antl Gde Burfams w>aN wean IUMaits are installers. Usihle ane audible W Is shall nd be re M d each de.anadoleorkmtM elevdwwM1ere a visida ane audide s' N complying with 4 T ,ld.tingaonr.egatasunaces MainlO inches 1255mm)d l.1-al 5pm.eI--verticallyshWlnavea smmNsunaremmepush maraimum dee' phaidad iadimflng me III-r designation inlamatim. alde exl.eing me hG MtlM dNe low w gale.Pans creating hor¢mlal a veNral loims in mese lunares shall ba wWain 1116 nM(1.6 mm)of medida n-mg elevators,a signal indicating me Greed.d[ar hovel.hint not ba requires. B same plane as me finer.Cavpies creaM Dy aceto(tick pWld shall De mopped. 405.9 EdgeP a. Eage prdlAi.cdmayin9 wiN 405.9.1 or405,92 Mall be provitlM m eaM side d amp runs antl al eeM siaa dramp landings. EXCEPTIONS: EXCEPTIONS: Slidm gl shall nm be requlretl,ndla-mN404.2.10. 1. Eageprdec0.shall not be repuieemramps mal are nd requirM to have M1anerailsmdhave sitles cdmgyitg Mm 406.3. TemperM glass sows sviman sales and M1avangabonorn ailasM1oe weM1 me lw leading Mge tapaM It OD degree minimum hen me nodzomal 2 Em abbcO.Mdlnmberaquked on lee sine.dramplantlin9s servm9m Mloining ramp rvn,stairway. shdlnm be requhed to meatNe 101nM 12.5 mm)bgtlan smooN whet¢hdgM aquiremmt 3. Edge prdeNon MWl not be regavea on me sides of amplandings M1avingavertirrcalcmpMdl2 ism(13 mm)makmum wnnin l0 intltn • 12 Eo ngdgaleadOM sol exty watann rmf,intoesn10 mmldmefina.I flmrorgrdund shall sol bareanma a a canimd m 404.2.10. 1255mint M1Mconmlly d me minimumlarking areaspedBed m 405.7. O O Existing tloorsand Bmr,wymgul sW that Kawithin 10 inches(255 mintd me imm.boor-ad amdzhdl alba III=pItoprovide smgdn lona¢¢.complying Mm 404.210 avvkM that a atldM IBA plates are iantallea,mMies created by suM Mich pldes as raped. SCALE: BRAWN BY:WA9'MWfMJi NY c PROJECT ND.'2B2P352 c ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES Ne op be l 6604-2-1,604-2-1,604-2-1,Cmtrds wan amhdsahag coinwan 309.FIvsM1confivls shell ocadd on en ARCHITECTS+ENGINEERS ACCESSIBLE ROUTES k4Trm a� �� m' Advisory 603.3 MImws.Ai gle NlPlen9U miro a acrnmmod tagr ser numbarap ople,inalualng Miltlre.ln oMalwmi as to be Made Fl-.-to shall be hand operates m-,Hand opeated p)y Dy peoplewho are emWlabry and people Ano use wheelr]rars,Netep edge am"arprs shouH be 74 irwM1es(1960 mm1mn:mvm hem Ne flan or yds of to wrier dx ...sin ambalatory 1=11lible canpamnenls canplyng wit 80:1.8.2. 26560 AGOURA ROAD,SURE 106 gro nal. iAaf 0V}4.T.ta Atlricory,a 6 Flush,avenin.M pbmbNg valves are tinted tl it g IN .1 toile)seat,In.lh.B.and relates plunbing ran rause injury or CALARASAS,CA 91382 03.4 Coat Hodes aM SneNes Imbalancewhent personleans belagainst Nem.Toprevanlcausinginjuryor Imhaid. the plumang ran be IontM behind walla este to Sitio of �> y�s�i1L bevATOAEDN(ROLWRWIDFMIPIG1gw Loaf hooks shall be lonmtl v4Uin one dNerean renges spadfies in 306.Shelves]tall be located 40 intoes(1015 mm)minhnum end 49 inches Ne laiel nil approved by Neldca auNaay having lunstllrnm,provbea[dla seal ll0. �310.fi70.9141 wil.3�3h¢p-N¢.Wm (1220 mm)maxmum above Ne finish flan. w4l DYpnn•n r:.,„,:.e'�°aur'em•..,nr•I� an,,.auvnwx,�,•.183• _ �, cod warar apana antl rale)cempa,unama mrmn,�„ara Srae7-••-s•••-^•-•,•••aa•-•rte••:•~:•••'•..•}f .,~••• ..-� �••r••• ••• pa,espa,6•new omwrw,N �].xna,lreo mmlrr„+na,ard3..lrr,a3o mmtm,.:n.m,mrq,dd,e w...dmurr,.a,r•aasotna 604.1 GAR-1 cmbameatlredrlremu.lM1eourka aNednpen:<r snap be tsadesl3ac m:0,�awrwrram4e:rstesni3omnlmavw-raoweNe rwMrnow rASN;rw be W.11AN and!Wal mmm pellmd that comply wAM1 604.2 thwl,InAla komvlodm:blgab Rin.do,,aen6ta�n4a oa or.Opa Nwm•ro3rMWrya EXCEPN.�m •MmeeeNawssW Eelr••^ince solve yrutveueM1omeellotic area All to lwstwaybpvsr. _�•m © d• • EXCEPTION:WMwclosets and regal[omparbnerXs iw[nllGen's use shW bepenriltte0lo wnplY wM!161.9. = a'� '��•••�••n�•� s.tw..wrt:ss•FxraaXaa i.Eou ryeernan Gro:ube ra9wrzdm.o•vN•wmdo7aJ2 "•" I � •= ge.]wasM aM•uy1o47oFapneen.nrodalw•Azpn:sas e:nsbuad aeoetles,trwaFpW br.tteowMarMtNnr+a•tlnR^se•ma'eeae•wivs(•.SSOmm: row and r re r op d Ne yrpp ew swsare d me PM ea ms e�3i,rtC,a pHo mnnmwasn m0 36•elks 9t s mm1 mins W m Wxne ' w.brabrd slvx - Ne awSnar.r rnr+ E 0'r FIO I al>w.rem4.Aeaw,•,r•n:e�mmer..almmorcvd.,n[a.roe4meamawt5•d,R,llWlnela.xlK,tenSmm:m:wwr,rmte,r:tl,ea I R.'1�1 we x+t� axm �� ` mmlrr,amm�hanNe --tow .exaa and NewarwGosnY+bee l7mcnblaID mmlm•.n,.n al,rets.armt•6smmlmmrmrm.•emme„dew xw� w I \I/ psrPoor dk.n:aaaw Drw Pka[ormera.,,apeanwmige.a2.wdG[raaDm,d eemWseem aNn+wwreX4Nrd,pwoa[n _ ARI �! ..wx win I 7C Hi t lEQco nR� x AND .a HISI FMH I—.ON ,61E RIAR.•m++• •� I x.arre.r 74 ' DiuREEPnry o°tea usma a°o olid°P vrupFxuEa6N43 alb%ri ary ylYy ilWlrtaOAT °%C ANCIIE NOTXTPUMS 11IT EVER ED r, 410 Pladorm Lts Erllarl! �Ya•Ilr DrsaEr05Ert WTraTLOGTtON GNED ON Way ELECT_CcoPtES. sTa I1 0072.2.3 All-Sin- :ash da Mas' Aeslbleslgwl,shall sound m[e forth.up direction-d.for no tlown dillan,or Suri)haA=gA anmrnciawrs Net intllcaw Ne diremona g101 Generar uaemaa 604.9 Tdlon Compabnenb b10aaf4 el tlby elevate car Vavel.Audible signals Shan have afrequency x1500 HSmaximum.Vagal amm�uatess shall naves Ride Ey a 3%Hz minimum antl pladamlihs albll cwnply wah ASME AI B.1(1999esitim x2003 esitanl(incpmorales by merence,see•Relaences SNesaNs'in Cholates ll. AATre tloYT Wcairors WhedeM1aira¢essible toga compemnents bhall meet Ne requiremenn x604.8.1 and 604.8.3.Compenments containing more Nan onequmGry eppdrE 3000 Hz maximum.Theautlide Signal and voice)anrMncialw sM1ell be lO dB minimum above ardent.bel sM1allna extend BO OB,measuretl at the Platl inA mall nabeahendentapersted inti mall prmitle unassisted enRy and evi�fran UerM, fidure,M1allcdnply wiN 603.Pm0ulatory exesslde compaNnents shdlmmplywOhfiO4.6]and 60x.8.3. DN:C=lH; h9l.II dmdn. Advisory 410.1 G hand Udlretl starve,cheidifls entl Inctnes entl vertical plalann Lfn ale avallade fwsndn-tlislance verficel vansppdefion. IIA a Clearance NN---.n Because an arcessihle rate requires an 60 incn(20301.)vertiW d.1111.=1 mould be taken in selactiry lifts es they may nal be equal, CIAI1 e,..hdw 1111-old in Idle!compartmnrN snail tom with 604.3. 604-&1 Wnedrhai,Accesable CampaMlmtS William R(asappMN 0.3•:•yltr' ply wi Afvciata ON-NAlliwn EXCEPTIONS: u'- fa use people using wheelchabs entl people alentling.Valift ticescwt povile 60 inch 12030mm1 vedral deararme,n canna he WheeldtaReaeazlble comlreMrents shall comply vAU 600.81. REhepp- Deslinµon-Oriented devalprs shall nil Re requiredtb comply wiN 40].2.2.3 provided that Ne autlble lane entl veinal ennbuncement iA Ne same as nsidared pan aof an-..fish mute in new condmmm. eou.lsb Nose given at Ue cell button or call blNon keypad The ADA and oNA,FANaAI-li n[s laws halal.Vol accessUlefeeares be mama al in waling oda So Nat-1 are accessiole ro and usable AlA.1.15ve Dab'2@8.05.23 F.otng elevabrs shall not be requires b comply wM In.requirements n,frequency and dB range of,dW,signals. by 0,s peoplelhey are imeMedU benefit Building owners are remintled U¢IUe ASME A18 Salary SmndaM for Pietism lots and Sdimay (IaWar:a:xawdatwbrrmrtdknbe yA.XM1a1t526 m<^�.---••..-r=te:- + - • •'--'---�•.•• ° 4 0tl haidts regmres murine maintenance and insp.LLdatad w tempaaryindami ma in service d.A tomanlenanramrepairsmaybe pnperdXul•M1wn Ne rcowe. 1s+rcrA/rPv:mrm:Ma cor•MtrtM'saslraA eeso:rena llsi mml.a.mm:..:..mewea 1nµmtrmrs.voewalrw sE xlxxlllvmmldapmmmmlwwl 60].2.2.4....Ion unavoldable;however,failuretotake promptactionto efad repairs could coniithb,avia .aFeseral laws and Neserequirements. urrg wabr Coxn•m 59a.Mst•Sdemmlrseep rrawmmrb aov a'u•xenvnebsersneaeureape•aNxulrrmrR rsa•wNI Muek6reanabeca,pnmcns E-1,deatmtion-p INM elevates in Al bank of al-on,shall have autlideaM visible means for tlilleren5atm. Md:xWmrr4e•NatrW•yhs 0.1 -DSMmm1Onpnwe•uxn M•r•tl fiurb•^d sou 41D2 FloorSwlaees ' meumea wren e>sm meowed p IA,wNertucull 00].2.3 Hoialway Signs Fill,solaces in ha..I:fls inall cw,ply wa,3D2 and 303. Signs At elevator M1lislAv shell co n Ily win 407.2.3. 410.3 Gdar clan pa[e 5 Mtinry AA-Seine mn:mun.apeaefeyu:•m m roto a0npru,wrmnpowded w Wtalxrse,wga x eektuvrmmwnx••napm:bmaN•wsaa Clear waspaceinpladomt)'Ills snail comply MN 305. 3lraenrp).nte+asmrwrrnnssne oaft a 4100 PNR._to Runway Geennce '� aewyma,g.atlas lraaeam erzde mpeopexMdun;hrnaw eiumouw Tosncmw•r:..•:rsure zedesgrras ro mstaM oo oeGs'rmorsmrbYVRw1NAs.xaM Al.41 vw'eep•wdeeartmN3mOsadermnamwry emvaa rbudmpurxmn mbor'.roup The da,hind,between to pl.-An and Ua edge a any runway lAntling shall be find,132 mm)maximun. :.meveM.tnr mr::•r..rrWse.eawarrrnts mrvrxv Pa•rae a0equ•e specerwnrerxvrvegr•mt pbn:wcaYanyMrg^6 rade. rawolw,Andrales.-I-1h•]iyhsDlrra:0 bsmiwnum.Arwuezrr Ateepw4amlvnse.,luxme,r.ee e•nrykwl 41D5N fl,plepW Controls Iw pl atform lifts shah complywnh 309. (dO flril 4. I.e+aaa�w,em 3z rK�„[,w°spP•er�abd s:tl�ame tee+, riraao„x.tk.n,end.c�dese°leo_nrmm�,d�:r.r::.:rrm E:a ma..r,d pr..�.p :IU Dv araaAn.wcFa�w.TF.r.DaETs z! v �! v } uamw.wdannFrO:<.-r.r.:el,rdm�n,awrurra,drw,..dro,adwleaweppata emAAa•wlea a.m,.edwl,.,,,e«<:rs:nemmpar aPasawteA. ao4.v D..w � ---- . D2=• Mrq:,xedclearerce lai rwaerrbsersnatlbperMned teeverkPtMvert•rbsn.asmiA•dD+oaars.nsPeme's+mvYr•W'n 4xpnzduNtz.rnrnooN .-� asesibyman,<kaeewlpwawbhanues mgnad•aW 6vurn utl lnerurwg yore wnmxfwmNsamvrtetbns zraeMl4rwMw.OxnM - ReuaX mliT mxe wrier dmwoer End 4xeavfew alxxuYconPNviwmfA6vwwl»r^vna4 endarwr wA"tor•rrFnpsS mmlm..rur emu rnewwn Ceras cw,ren.s • Rxir y • R4a - DODAOFswdesnorts M:lAbK Ot SrevAros xpalvsAy eT4lXAsaen wwreeetraavearle eme•W,ez6 ssmrt+esrtE75 mm),nmimum r:xwvM mmttdcugrfr4rndu rte xylr � b ~jbrr�yad _� f ws• � wE wYM Weir• A �iorerbp.wnmmeeeammerak:roomnpkcetldvc:Ymxuedme wn wssr,uewwe•mrrrrn,uwerW Merpu.mmr•,erraar,{ rnr rnwxrw scan emrs usmnAT rrrweArwrr 407.2.3.2L,Designationsk a•wmae de mesh eo0al�bmsAdantic Beach Desdnatan Pnented devawn snag-1m.tante car ltlentifintim complying a51n 703.2 on born lambs ate has Way lmmeddes alely ba-to fill �D"'t 1 desipvfion.Card<slgnetions shall be pmvitletl in bdM1 mdib dlaraGen end brains.Tattle nzreclers snail he 2 inches(51 mm)Ngh minimum. �^� I- f cmWnmWXda4n nrcwdklmar NrdwatsR+a cargyw0naD0e.uP Ua1t Ne aproznemme wan weer Ne C.nparrrcrnmor.Maxueeasuarme 407.3.1 T ` • an ne a dwrrwwmer4 Wrear int,A_ngul:e_All, 000,ssrun ee locaree nmeSvra Wrtrmarnmeua wW:wpaaoon lrmesr . Ela_doors Shap be Ne..on1.-no lope.Car gates at he 1.11tled. _J '± Core nde,cbset.Where brawdmlM haspwT/m.M aver opererTlztWih OmhefnMm,Iona.r.,xmhunuevdewLa luraon farneuhwn Newww w•ebAd dmN d .esti m a re,t'aEh d e°00^min.a m m"o N fre p'em'".4°° "e"con "° "" Atlantic Beach Country Club 4m.3.2 0pe,abpn r.rwyaswn.a.2.7GW��x derv)pr•aaa lredadW ww,yrme mrm•war•a,nw..'rerrran.mwar•r..rr,F.enure n.�mrrrrrgmrrdr:xnDartmw: Ell-hNio-y •aa.Ell-hNio-y and car it.,.anal1openAnd doseautomaficaly. Fl60aa0row Phase 1 EXCEPTION:EAisfing manually vpe2lad h0l.M'ay sw:n9 dmrssnau tie perm]tlpmvitletl Nauhey comply wM 40f.2.]And 404.2.9.Carried, ;+ Construction Documents riming snag nil be initded mml the Im AbIay door iz ddzad. MTEDN.IYrTOODIISANo 6.476 y'. ( 407..3 Reopening Device 1600 Salva Manna Drive Elevator dons snap to moviaad wit a reppadrlg d.-canpI,,hq aill,407.3.3Nat ands a top and reopen.or espy and M1d ly dol, - '- Atlantic Beach,FL 32233 lothima.11, tedoarbemmesob odhya,oblectwpenm PLUMBING ELEMENTS& FACILITIES -"=--• ' _ '= EXCEPTION:Exisbng Ai valors-manual,operaNd Chars shell nil be Nil w comply wiN 40733. NwuOw.]atEXEFTOrII •7- REVISION ..:1.0c.ei Thght 601 Genera OVFWAfiawarta[L05R<rFMWSF IN6FDOEMbL W/FLLru6 oohs �! NO. DATE DESCRIPTION The]vice shall be aclivaes by sensing an obstrvcfion passing-Rb Na opening a 5 inches(125 mm)nominal and 29 inches(]35 mm)nwninal I above UefiniN flea- fiO4.05eet, 1 1.1,,23 SD PRICING 601.1 Scope The seal hugnt da water dose)above NefinisM1 floor snail be 17lnches(430 mini minimum and 19 inches(465 mini maximum meawretl wtM1etop "1 001.9.3.2 Conbd Th,Povislom dChamer6Mall apply where required by Lhapla2 avNere refaencetl bye requlremen[in Nis cotle. a the...Sears Shan nil ba Spwng b room I. '.adp Ndh. 2 2-1123 DD PRICING The device Ahall not noill physical cattail to be aN ,a 91,winos)is F,imn-d tpawr bdore mi,door reverses. 602 0navn9 Fourdains ggppp, 4 51312'2323 PERMR SET EXCEPTIONS: 40].3.3.3 Dwatim n timet m A tdla mom fa A single occupant..AlAd only Nrough A pined office and not facwnm..use apudic use anal)nobe required Ooor reopening devices shall reman efleative for 20 sttads minima,. 6021 Genual plo wilM1 604 q amint Onnking fountains snail comply wah 311]and 602. CNMRACCFs51BlE TMIR<dIPMTM¢MDODI6 esitlential dwdlm9 onus,Ue neigh)dwabr dosds snail be permNetl m be 151nMe51390 mm)mWmvm antl 19 inmeA(465 mm)maximum 60].3F Door end Signal Timing above Ne finish floor measured m Na top INN.seal. 601.9.1.3 Approadt ecepNble rime Rom noti6ca8ontal a.1 11 hat-rind a tag or notifinfion rite cer assigned At Ne means for to eery of destination 602.2 Clear Floor apace Companmerds stroll be ananged IaleRAand dr ngm-hantl apfxoadt tone weer dos.L T=DI(ItanINl,T .1(41S Umc=fi-ptloseanaat.cal lmn Ne ural din.equation: -pi tat M1mead 1 looror Bound space complying wM 305 posifionM lnafawaN approatll and nntarad wl Ne unit Knee antl toe tl.arenre 8045Grae Ran T=pl1.5 M1k ori=D1655mmlc=Ssecmtla minimum NawnenT ISNetobldmein se[mtlsentlD ab Ue distance feetar mil6md¢rs GanPlying wM 306�hall De pmvbed. Gmbbas for water doses sM1at mm 809.Gran bars shat bepm9dM do tnesitle wall closest loUewa[a closet end on Nerear well. 6°1.8.1.4 partition And ( 1 ( 1 aqua equ ( 1 nm:m ply wiN M1om Ne prim in Ne bbby wcorritlw 00 incfies(15T5 mm)direnyin hint of the faMest ran halloo cmtrdtng Nd recta Ne centMme Aas M1oidw•ay EXCEPTIOhahh Ilei apprnchd N 3112gw(a. bepennilesat unilsldrnil E. In.wtere Ne spw1is 30 intoes 1760 mmj ma TheR..phohnnantl atleast one Sitio parOVon ahallaofhii,otoo on,A cea9 ind-,li mpi midmumabae Nefiash waantl bin<hea(150 11 above Ne finish Ron orground and is 312 in[nes(90 him)madmmn from to hon) E.aloe unit Uduang bumpers. mini tleep minunum beyond Ne nmpanmem-side(ace of Ne pamtm,exclusivea panmenn to,chtldrens use shall ar E%CEPl10N5: panifion suppon mem en. de a ce dearence a 12 inches 305 mm m nlmum above Ne firdsM1 floor. fill]90pe�a0le Pans Gran ices shall nil be requiretl 10 be inaralletl t a toile[mom for a single o[cupanl arcesaed only Nrough a pruale dlfice and nil for common use or provi 1 ( j i EXCEPTIONS: pl is use IF,Mi!Nalrainfurcamerd has been iebblles in walls and l.tld so as to perm)Ne insta0atim a gab bars Mmplying Mm 604.5. For nn wiN Yt-[ar lanlems,T Snell be perminetlbhe when Ne s" xl5 visible ban Ne Operade Darts allyl comply wah 309. EXCEPTION:Toedearanceatthehom Iced ins tom ser Nan 82 inNes llS]5 mini dee Il bun all call holm and Ne autlide si nal untied. gin gn print ell inrtes(1525 mm10Lectty in from erne faMest esitlentlaldwelling units,grab bars shallna be requiretlbbe insulletl in toile)or baNrooms povltletl Uat minfomamanthes been installed In walls pardton is,hod parvnent Bre pwnM1awa- gwabr g lis so and lonbd so as to pelma NeiM[alaiond web bars complying win 600.5. ddaa or 63 in,INl(I650 mm)deep wM afloor-mpunbd weer dose Toe tlearance al Na side parfifion la cwt requied lnecomparRnea greeter Desdnaton-Mentes elwaors shall nal De requlredmc wM 40].3.4. 602.45pdR Heigh) In mbntmn ronecton farith-gmh bars shall armmregmred b ba inatalw Ll holdin holdin Ib Nat area 1 dmf without Nan 66 inches 116]5 mini wide.Toe tlearence al Ne hent pad'N'dn is nal regdres lnacampemnant for chidrays use Uatrs greater non 85]hues °m y Spout outlets sM1e11 hi,38 inches 1915 mm)maumum above Ne finish floor aground. fa aapidea Oen. 9a gee peuaY 9n 11650 mm)deep. proauabm pumosec prevm 407.3.5 Door Delay w.s spebsxadm Ativisory lay Gmb Bars Exception2.Rotlwcemenlmustbe aulfici,inwpermit Ne N.olld fan 0frear andshe wall grab hers Ua1 icily meet all ) Elevalortloors shah remain fitly open in responsebacar callfa3serynds mNMum. a.cessinilayrequirememsincluding,at not limited lo,requimtl Ien9U,insta0efiw M1eight and sbudwar sVengtn. 604.8.1.5G 11 cum 407.3.6 WitlIM1 "� "• "" -"'- hwnmewnxW suppa.eva Sndesn25mm,muimum hemdW remedpatMaw,.du3.g Wmns Re Grab bars sM1ell tA comp,wRn 609.AsidE�wall grab oar complying wit fi34.5.1 anal)be provl0es antl Stoll belocemOm to W'd14Meab Ue wafer 11 She wµ tlosd In aesitan,a roar-wall grab barcomplyin9 wiN 604.5.2 shat be Povided. The v4dth.1 111—doors shall comply w5n Table 40].4.1. EXCEPTION:In All llevalon,apwrer-opal car door mmpinng w0h 404?3 snal be pemllned. 5rnax 15 min- snewex.x Datr snaSx•3ranesog65m �.•��.-w.•::w w•�::•�--��•-^••w•.•�-a •• ••^- . 604.&1.6 LaPal� 407.4 E1evalor Car Requirements 125 ASe ' 300 Lom NerwwaP� ml b•6rw Vy1]inrNes deeo°Ue wheachairanessible lalet mmpaelmentesarl roman an attessldelavalory wahlnit.wfil[n mua[be ml...111 indwe wide e p,nom,rbl ire,antl walpmounted.The lavalpry shatl be mounted so as ndfp overlap Ne tlearflpor space areas required by.-.h Elevator cars shall comply wM-4, SE Rhin_Y 604 for Ne wheddlar accessible ruler cwnpvVnad aM Snell comply wiN zecfim 606.Such levabdes1be canted as pan d the requiretl fixture 12 nsr e._.'aN countfor Ne WIIOIng.Sae also section 21].3.4. 41)7A.aI h.h. jam' � • Albs 604.8.1.]Walar Closal C.-hil lballon win floor designafiona snail.ply with 007.4.6.2 and shall be raised orflush. e- EXCEPTION:In exladng aA,.ac,bl l ns Amllato F mmol d t0 be recessed. -� s In new emsWctm,Ne attesside waver cbsa within Ne wfiedcM1araccasside[omparMent shall i bce1e0 in Ue comer,diagonal bine door. 00}.4.6.2.1 S¢e Advises,601.6.1.8 Lavoro s std 600.8,1.]Water Closet FIMda law,a ad 553.504(5).F.B.,sU...Uat'... Aahld baNUg roams and nolle! ra•a Buhona shallbe 3rd'n[h(19mm)minimum in Ndr smallest dunension. PwAI�,OA.s roansm new construnm hall be Designed anh.ADA .1,an ItAlo.lava[nya Newf th,afXessihle canparhnentand newata s// tlose locamtl in A caner dwmgr odnal to Nedar.Tne ADA Sbndards TorAuesside Design and UeMorc Nis code require wneddtara¢rsstle J 407.4.6.2.2 Pmang.mem NINd WMAw SroOl LOCAmOu romp ew cons on and in aftenfimsd existing bu8dings to have AeHG05irrg doors.Whle Ne Florida lavatory requirement antl wale Buttons_11 be arranged v4N cumbers in ascending order.When two or mora cdumns abrmons are provided Nay shell read ham let to right ce'N P dose)plecemefm apply only to new cansWli may orA di,tr br al wh Ihma,accessible companmard,and shout be consltlered where 802 6 W alar Fbw lcasmlo. �- d070.6.3Keypads Thespan shall provide allow ofwaler4 inches 1100mm)highmirlirrumand shall be located5intoes(125mm)maumum Ran Man of be unit N6ua!eoEf.1 90492 Amhalmay Accessible co lnanmems W Cer control keypatlA..It be In astantlard leleltone kaypatl arrengement entl.-ply 007.4.].2. Thhim)ofth. Ne water stream sM1ell befth. ed A...ah frvmfaceh.Whim 1.Where sr.I.td)timeslass.-(7511(75 ypawdudaaa aAa AT WAdatrlDuis y mlaive to Ne Amhularory ansside comDartmen4 Anall comply aiU 804 B.T. Q 4131ASA Eme Con- .-A Ne front ate una.Ne alhi front of ad nh.thin shall ath.JAIANiel. maximum.W 15IND...ar.dth...d hotween 9 inches RS mm)and 5 r9e^ry intoes(125 mm)maumum from Ne hint a the unit,tun angle ate warn dream aharl ba 15 degrees maximum. 0o•sx 6aarsvaa fiO4.6.2.196e Emagwoy cones anal Amply win 4C74.8 0. 401.4.64.1 Height Ativiawy 602.6 Water Flnrv.The pumase drequinn9 UedriMingfounmin sp0alo aoducea fiowawater4lncM1ea 1100 mm)hlgh minMum is so Uat ini,aIayhah)rRAenurmparVnwds shell nave atlepN of 60 incM1es 11525mm1 minimum and awitlN x35]utiles(990 mm1 m'rclimun antl 37 Emergencymntml hulons shall have Nor cemMinea 35 inthes(990 mmj minimum above to finish OOa. atop ran be insedM under Ne Oar d7walerto provides Mnk awaafasn ntlNltlual who,because datliaaaity.would otervnse be inrapaded afinrwallpµWr9sw1 ae36•rslvs l4NmnibrEm.:enxnadeamdhonme arbMnaNevrver Goer l3exlWs1305mmlmirvrnvn onorc r,mmdbialea 1940 mm) sing Ne dunking fountain. mmlmu:•rvmrm Ueodrwe. 604.0.22 poen J 407.4.642 Loreto. 602.7 Drina Founbinsfor Sbndin Persoms AXLEI1IONA. Tdlel eompenmenitlwz.inswing door M1artlware,shall mnply wM<04,except Nal ONe apancn is[o to)rich sltle aNe campaNnml don, f Enhnit[y nnools.Induding tn.emergenry Aaron,snail be gmupad al Ne bola,of to Pana 9 9 deamnm bawlant.d. abeef Ue canparRnent and anypbsRv[donahWibe0 moho511085 mm)minimWn.The tloor snail he sato-dozing.A Spout Mets d Onnldng bunNinsfar stndirsg persons shall be 38 inches(965 mm)minimum and 43 in[hes(1090 mm)maximum above Ne6nish _ 407.4.]Designationa alN lndicaors afar Camels Rea sNald. raw Ft6e Yrea pepenvComee20:rases tatmmllvymnu:xnr.umwMmtewur[inn,afleawdymredpesrmpermrtafe,gNx36 door pull complyingw0s004.2.]she;l be plattd gn hoU sidesame esanearte latch.Told compartment doors)nal nil swing into Nemirbnum Designatazantl inti]®fors of car mntroN shall wmAy wRM1 A.I. 603 Tolld and Bi lug Roans nNMnS mmlmm'mme,emurekrw:mala rtrnaav RnreeµyamxmtNwater Wwt regdres compartrnent area. EXCEPTION:In existng elevawn.Mere a neves operaig pend complyhg win 407.4.}Is povitletl,eusdn9 nr operaing panels snail not Oe 8174.82.3 Grab gas V J mquies to comply At 401.4.]. 603.1 Ganerel enemew4rvgregwes h6namiraaWnrw..,mea Wareenalamen UalcWkrsa'nndvloumn a-"a'-M"mm Graf ban ahal comply win 609.Asitlnwdl 9.1,barcompl,nq wiN 1100.5.1 s 1be woviadl on hotly titles of Ns mmpadmmL w O C S.wn>emoi 2c1 Tdlet and bating roans shat comply w m 603. as pee tOwtrla nqM mbe.wwumUe4wdv aPn,aweattW mlkt Wee. 604 B.3 Ceat Hooks and Shelves 407.4.71 BuuatA mCer ronbol Bilm..shall comply Alin 407.4.7.1. 603.2Clearances 111Y1 Coet hooks shall be located wiNi,one d Ne reacM1 ranges spedfid]in 300.SM1elves shall be locabd 40 inches 11015 mini minimum and 48'mrines HI Gnes s eanchall comply w.N 603.2. +--- -r 11220 mm)maxLmm above to finish Oda. 4070.].1.1 Tye U p •4 1�'�' Q Lohtrd halon,shall be id.h.Ad by taW hoot-complying sviVr 703.2. 603.2.l Taming Space If_ 6052•Irlple inti MPU Turning space Mmpl,hE with 304 shell be wwides whin al room m 407.4.7.1.2 Loca0on 0.a Nwk,IbX be dragµrypeutlre wWhr6rype MrNemml7 irdresbsd nmlmaxmxun oboe Nefinnn MaralrwM.tar:bisslWlbe t3'//,m11e51305 mm1 Rased cnamder aM bmle desigrmtons shall be placed inmwiadlyb Ne left aNe cmtrd bMon to wHidt Ne designadms apply. at Oxm 603.2 20-p rrraWnumrrcasurM Rom dW suer Taadv:errxrW mm m dye Wcia Me6mm EXCEPTION:Wneresput,on on existng ca opersang panel precld tactile M-95b In.letaUecmhols,mzMings sM1ell be places as near Requid dew flora xpaces,ded res,and Uail ming apace Inion be parmlded m rlap. ove b Ne mntrol as possible. 13xii� "13%.m - R 60 Anal wng YMlllsrl , 1 -- .2.3 ono!swinginoth,Uearflspace wdeabnce raquiretlfa anygdure.Doess shell be pertn:ne0 to smug into aro required tum,ng space. ,lel, Lyl--.-1(aJ Alan y S E%CEPTIONS: Doors to a toile room or Wt,ng roan for a sinela..pml accesses only Urougb a I,—Mice and not far rommon use a publl[use mall be 1 wing Luo the tlear floorspace ortlnrance pmvlded to swing ache tloor ran be rev,asetl to compy win 603.2.3. E uu e+ Whore te�ulet roan abaning room is br individual use and A dear floor space rumpirlit wit 3063 is pmvid.d within Na room bayond Ne arc a METS 17 f116y Ue dsor swing,doorss 11111 FI-II to awing info Na clearfl0or spa or deacon[.required fa any fixture. ISAttwAu 6a.V auAwATEfia - w //�� visory 603.2.3 Doo Swing Ex-oh 1,AA the time Ne dew is in-lied,and Vne door Awing is reversetl In Ne tenure,Ue door muss meet all Ne 90.1.6 FIusM1 Gonads O_A0 a Iaquiremeh.A...Netl In 400.Adtlidmaly,ne do.-,canna reduce Ne required_,.aan accessible mute.1-avoid violating ane,buidinp ff" cdntrels shall be M1and aperote0aaubmadc.Nerd operaesflusM1 cpnVols sM1ell mmply wiU 309.Flush conrNsshall be locadtlmte open e saaV codes toren Ue tloor swing is reversed, side of Ne rvamr closet except in am Wlatory accesxNle canpavments canplyin0 pith fiO4.02. 603.3 Minors (�� (b) Minaalonbd above lavalwies wcountMops shat be insNlletl wan Ne bollwn edge aNe reflecdg srdace 00]utiles(1015 mini maximum above Atlolsory 604.6 FIUSh Coned h pinmbing valves are located ifl Ny be^ind RiA mill seat flush valves ad ldabd plumbing ten...i*ry or sa�21UrIQ�iwtlaF Eos fW $GALE: the finssh worngmuntl.Minors nil located shave lavaboes acwmamps shoe be inatlbd with Ne botlom edgeate reading surface 35]urines Ion dance aTan.-on I.ans baG against Nem.To peveM causing Injury oranbalenn.Ne plumbing ran be braced behind walls ar to Ne edea ,] Dill WRSIMWIMIINY (090 mom magnum above to MIA A.,a ground. to)diel;or V approvetl by Ne local autonty having lunsdiclim,pmvde a tddt seat Lel. PROJECT NO,2022352 DFIWI OF UNNALS C ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES PLUMBING ELEMENTS &FACILITIES °M'""`hM M°" P - CpiM1xe ARCHITECTS+ENGINEERS wngP m peen x tr,,�tlrem dw.:.em dxw'xm� . m�a be G ab. we tr 6g9.4PreNb 1E.m SPECIAL ROOMS, SPACES Grab bars sM1all E.m-in a heizontil.I Ed dw,331d..-,.10 mm)minimum antl h indnes(915 mm)max 11 above Bre finish flwr.IEI d 26560 A SAS,C ROAD,SUITE 106 pvwam aeozeme%w[4YOa-ssrex penzMlNd6iMeztzSpmm!Ivxmum hm aarpnwda mlhebpefdlegd(45511)1,.,excep Netelwabr(E35smchitlren'suse cw,f,ig wim5¢...aboars shallbthngpp.lnanorc Th BOI Genxd CALABASAS,CA 91302 605.3 Clear Floor Space pdsi5w 18 incM1es 1455 mm)minimum all 2l indnes(685 mm)marimmm above Ne finish gow meazured m me lop dine gapping solace.The A clear gowe W-d spare complying wim 305 Po-sl0-d for llrward approach shall be povitletl. Bn1BX sA18X height dthelower grab her on ma bar*wdldebaMnm sM1all campy wen fi0]A.l.t or 60)A21. PC,.,..Pe �310.fi70.9144 wA.5Q5h¢P'6e.59m fi095 Sudes Hazards Tne MM.-CfChaPbe B shill apply wnme required by Chander 2ewhere reverenced by.regw.-minis cd,,. 605.4 R11h Canals baekw ill Grab bars and anywall or dhm defaces atljaradll gab Cars shag beheedsharpaadasive demems and shag have rouNetl etl9es. AOvisory 80 uv8o�emaFavtlfies--1 by Mese requirements 11111,lubjed to the requirements Alla olM1er diapers.For¢sample,80fi Flush conOtls sM1all Ce hand opendetl or eutomah'c.Hand operated flusA cpm.ls shagrnmpywgh 309. -11-911M th Venslent l.d9in9 lad 11 wla)a 902wntdns the lecbniral spepfira0ons fMdinirm sufa[es.Ha nuhht 11tl9119facilily = nx..rtsraxam } caseinsaredaurenL me restaurant muss mmPlyw requiremeneho 1[IlepUlS such az Mase appicadebcM,Mn dining wdares. 609lavmm¢and Sinks �'1L! 609.6 FlNngs µp„Ecrs Fn'GVRays side E !{b9 Gab bars sM1all nm rma,e nwdn their(rags. 802 WhedcM1air Spaces.CemFanion Sea6,and Deugnalaa Aisle Sells Laval.dasand sinks snail comply win 606. g �M fi09)Msldlatlm _ 602.1 Whedcbdr 3peces A OE-606.1 General.Ifsoap an pehsas are povise ymust gas spa Pan Grab bars sM1all be inslagetl in anymanner Matprovitlesagnppng solace al lbs sped6etl lwallonsand Mat does nm.OSWd Me regbxd clear flow Whreltlndrs eh 002.1. dtowd lis d,Me Oe l.cmetl within mereaG,ran dfietl in 306.Locale spa d space paces snap c.mpyw towel elspewen so Mat Mey are[wvenlenlly usable bye penin at Me ecceasldelevalwy OF F 6W.2GTear F-1 802DE,.,AA ld.¢Solace lF' Pace NOfII WBN PJ09owB die sOerssas snag nada exteMetlformaledels usetl wmwaveNcalMM1orrswW(wce d25o pounds(1112 N)is applies manyp.imon Me Tne Haar orNwhdsWare dwTedchai speceS sM1all campy will 302.Cbarrges inlevd are not pertninad. µ,• gm• A tlem flwrapare complying with 305,p.sinoned fad lwwaro approaM,and knee and doe clepanro complying will 306 anal)be provitlM. n4vR[w]a EXCEPTIONS: GRAB sans roR AtrF%xATE Rou4x ttBFsxdwFas gre0 Oar,fastener,m.unfng device,p supPod'n9 sW.tore. EE.E-.NON:Slopes not steeper Man 1:48 mall be permined.pro .{.Iyv�I¢{/,•,. A p llleel approach compljTg will 305 shall be perminetl to a kitchen sink,in a space whmm a cook tap a c.nveM 1 range is nod vided,and b 610 Seats AR I , o loryinaloilef room r taming lardiry leasvgle--rddlnly M or.ughapivaM dlfiro and nod/or wmmwuse.rpudicuse sM1all 60BA Seals �sryx� kAev vxe.Yu'1ne36--N,5nxnlr.rm la wunl wnnelwo yzr4 eMekemspdn xe prcvreec.e+zM1 W�rtrrnmmrPrYl be 3T,nlrerlaaomml be required b provide Mee all doe tlearenre cpnplying wnM1 306. A fdding or l-ding seal shall be provides in transfer type sfmwm compaM1menu.A titling sea,shat)be provided in MI-id type anpwen required 6101 General C Al.- w Inde%IdenOaltlweging ands.wCineby Nall be Pertndletl under levamries ens Mildnen vnkspmaieetl MMalldme follw4np[.ntlNore eremet in transiem bdy guest roans W.hn.bilsy.- 00h9 with 606.2 S% a h..crampy vrith 810. Seasin bamtubs and sndwM comparnlenv%hag wmply wA,810. wdnetry ranbe removed with..... a me fl_: 36 mi, 33 min • �y„y, c �tfRfp ARCA` Meflnlsn MpexlerWs untlmlhacdneby:and EXCEPTION:In resi0enfialdwelling arum,seals dlwlnd ba requires in Vanshr,ype shower compartments pwtlesmal rddarcemeM Cas Dem 610.2 Bmhwb Seats MM w E beM1intl antl swwnGng Me radnetry are RnsM1ed. inda ld in walls 11111,perms the indana80n m sells-Ph,19l,dh 608.4. The lop o1 baMwb seek sM1all be 1)inUea(490 mmJ minimum and 19 intoes(485 mm)maximen above Me bamromm finish floor.The tlepM1 da Y 61GNE oa A Mee Gearenre d241ncM1es(610 mm)mi .abovethefinisnflar or grountl sM1all be permMetl mlavmoaes dna sinksaced pr"vnadly by tltitlren removable..........ba lSinNe.(3801.)mlNmum and l6 mCle%1401 mm)trw Jm-.The sem shallbe capable d secure pa-ld, ----- _ 6C,"h12 yeah wmMe me am or-P,scalars43l inches 1705 mm).a�Mu11-the finish floor a ground. Gg8.6 C.w.ls PemlaneM saetsm Me head antldme belMub sM1all be 1-c-(300 mm)deep minimum and shall.�end from ma flack wall,.dr ybld Me � � Pv GE0 TAL A paragil approacM1[ompying wIm 305 shall be paminetl b lavewaes end sinks useJ pamanly by Tiltlrw 5 years and yowmm. Controls,deuces,and sh-spray urns snail-Ply wen 309A. oder edge ohne OaMNb. I 1 I.E. Os IC OFTHIBMG _ The dip d Me ovedbw shall hal be O-id-d in tldermin Mae and roe tlaaranrea. �`x n�uRFEMusi BE VEI E0 N1 more Man one Cowl of d mdtl41ow1 sink snag be nqulretl,.provitle Knee end lw clearance complying will 306 608.5.1 Tnn%Ip Type SM1ower CampaNncds alp I 1 Ox,xv¢uEd cixIXalC COPIES intrensfe type sM1awerwmpadmenM,Meconmds.fau[ws.and shower spreYuni,shallbeinsdaletl vn Me stle well oppa8e me sea198 indles(965 3.1 MVMUWSa,e I• 1 WEE Faucets mm)minMum antl 481nches(1220 mm)meximMn above Me zhmvm Meantl coal be llratetlwMeanvil wall l5 inches(380 mmJ maltlmum I 1 , Controls(m/aucwssM1all comply will 309.Hand-operedetl melemr9laucros snap remain opw 1p 10 secwd.minimum. tram the ceMeNned Me seatrowaNmeshO 1Ppening. w! darw:guurxatNMh3i;nncl6ammlrwmMmrM Me hoz rhef6aRlrrs Pgammlnawrvm ezb,6,wra14esmm1m,w.mwn henmereal 1 1 0Wdy%o..d by sage dtMs✓.YutlMt'r:m;MS Oemm)numvnlmm De aryaralwn. I 1 H snappnird ��---� - - 606.5 Expwed Pipes add 51daces eo0.5.ixxwxE ralbiype'.zTlwnr[anrryrmrprb „ Water su0ply and drain Apesunderlavhd alkane inks sM1allbeinsulated o-otherwise mnfiguretlmpiled against contact There shall Deno chary 16-16 illi (d) E+Cdll.s@&repaa.wm, or adasiva solaces unserlavatpies and sinks. mrumxe.eRan tyM ll,erver coaaamdrmm.de mmah.4aeq✓rdsnoee.zp.vwslva Oetrree aewernep.b mr.earnnper manukxnn:tulmmr86dt E LMO lKlliamRRUnpphN O-6Capgpe Ed]N.- ,Ova llrefhezer neer re,xxapmr4tl.tle mnrvKr rzwz aredwa mrpmM zlw trlldaMdwme oMxwaxadlmmlroMxmww anew .MNznaN •(r.A �� r,GIRIE ni,3 »OADMA hMoe dCN=Wlliun z.xgwslfi65 .inn hem Msvw ,_►-' 1Yerx pPMxeucxMtHK6IMASS[N DMe'204n, RYABW '8ALL4ZO]'00' 60).1 Genera Batlpubs Eta epnpY w8M1 60T. Aevx^•Y%o% sawwre4mlMmrwnt[nsrRMre rw.nrla,mrAzers Mdwrtxm.uwslw.wrlre+eamroerae:e lvnzrw.trbw.•l � S alert aagM1 607.2 Clemente on Mry turdaxw,Czdmeno,e.rrtnoaadz«xy+nuuna xrsms/. waA I waere,Meekb,zperurr Ce ml..eelmm m.Fina-ear enewsee .Bn.(nea nl]dmmloacp mnmm wh•a•a�ac,nmr.perunxeenea Clearance in hoot d baMWbs shill exxne me Iwmh dMa bathtub and sM1all be 30 inNes(760 mind witle minimum.A lavalorywmpying wim 6ofi _ roryaY,,NL De shall be panninetl al Me[spot antl d Me cleannca.W M1ere a permanent seat is Provided al Me M1aad end d me bamw0,me deerence shall ecmtl a^MFemrneree,me.arevrerwenY x(aedesllsis mm!aeep mnmum. 121ncM1es(305 mm)minimum beyond Me wag at the bead ens dine bathtub. �� rad- 2%iddoxv OS E �nry Apamanem sea,al me hand antl df-E 1,ora removable I seat sM1all ba pravitled.beats s 1 campy won 610. till, 6074 Grabbars for bamwbs shg complywith 609 end 1 11 be pmvdee 0 accvrdanar wNr 607A.1 or 60].42F EPTION Grabben shall nal be regpree ro be instdletl in e barotab Iewroa in a bamirg fadlirylor a single o[cupanl accessM only Mr.u9h a piva:e aR,ae end e1o33zsNpe sxe F r} nm fn E.-use or e p pSb1i[usovided ShobiRorr Skil has been,dtin walls and locates so as b Parini,meinsalla,im d gbh Cars ompFfrg win 607.4. p) (til The a.rNyd.nz.alopeavatsluatr]rf;nldnlMmmrmumum aro,keM1w edge is ndesOMmm]mmvru,M 16m1M1ez14o5 mmrmm,m.r•trm meseat In reslden9d swaging.des,grab OMs shag dd be regdred to be lhlalld In bell bwzed int 191,61bes provided mat remfmce-has been MAnM1W win Mal ww me.eareageurtne'L'pwoon dl!exxrru+oa,rlamrMSlMmmtauvmumhom mewua+srM1enmtee[a Yuv G,4 nr1esl15smm1mlunmme,s ndvs inmaned F wags and bwxtl 101511 permit me lnstdlae.n d 9mb bars Om,Ph,n9 vwh 6074. z1WK.gea2 13aamm)mmrum ham mewu meeNatdel'maebeEuwsReOmmlrmmvm,M33arOxs mavanrml595 mm)hwn Mlwn xa was tbltalr alba 601.4.1 Batldubs Wim Pmmahenl Sams siAxoAw RotuxttrF LeOweacomrARTMFxrcoxlRdt tourrox um IIti1• erMY Fp bamwbs with permanaa dams,grab hays shall ba provided in.-danx with 607.4.1, PD.Sho CmmparbnaMs603 u...Alunere RM4nrYp sb`wer c4m(R4MrMrna { -�� s pErtHOPWxFFzc,wRsaKatN45sEMely anus maxerrzMe ronnrykeamwer4.rgammew.Me.mmun lr,alz,alerferrerzprayw,aslw berouudabwemepaCC✓.hn xnpermanaB mala ltEzs mml � k*. �� g,Fttting.and R.- Catkin 800.1 Gwmal IMorwlemaxwePnaxd.meramek talmxNYrswp sP,ywRMxx Oe butes on dxxewx aexcenlro,x rem271M+es!FEsmm) � e' 1P, peHments..0m01 vMn 609. z.ee.aa trtww ltrxr v znaa trarree rose Oarx_Cc opposxe me xat,5awnesl3emmlmanm m.IM x rtprt drnemne t,IeddzexM 003.1 General Eh-cdm Ad,i,o 608.1 Generel.5hower sMlls netare 6o inchos 11525 mm de aN M1ave no curb ma' Me usaNi da bathman because Me mmmm pw,ew serwrrds heenaredewpsp yuM ux YxmaN pnMz•tlrwar tar,rneu ho-nme renprrmememry Drbesadng031 and lockermomz Ed- d003. ry )wi ylnraaaza ty wP�e,xnn r�-� r arY 603.1 Ganenl.Pare'ws and dodo%hmdtl be tlesignetl to ensure peopleusmg accesside dressing ane fiMrm rooms pivady equlvmend to shaxmarea prlvitles atltlei.nal maneuvMing.pace. 4 ,a=+aalEt 2%m.+f be tAMe(foNetl finer users dine faplily.Secfiw 909.5requires dressing room benU seals robe installetl a.Mal Meyare.the same neigh ase wneelcnan seat t)inNes(431 mm)to l9 incnn(4fI5 mm).However.wheel4lairseak can l-IbIndressingmdmbenMesfnpe0ple UB.25Im and Clearances Sh-1 Compartnena dcher,.=P,c!,l using whee�M1ai. Adantic Beach SkOw wmpamnen;s shd have sees antl clearances Complying wN,908.2. a 6YMro l) .,r 803.2 Tuming Spars rwUef smd3 Taming apace compSdn9 wim 304 anal)be povidatl wMgn me comm. -- aMz.asemxeawaarYPe prow......Pae.ere cxMrm sxwrtRTur 803.3 Owr 6vring L 4. sera rypemawrr r4rgrnrzxlRamaap 3Plrcrxsr]60 mmlrMencmmungs0,xna(r5rimm)exPm,.m..ra mtr d.•nvnnmew.uedxaxeer Doors shall nal swing into me room unleasaclearflooregrountl space wmpying will 3053is provides beyond Me ar[dme Oopswmg. AtIaOtlO Beach Country CIUI) wmzdwwMMvhsandpMlrwe+(1 rNaIt525 mmlwCe mrwenrmlryer144redzberlaw•<armrvre•, I� B03I Renrlles Phh .t AbEhOcomplyingwed,903shillbepr.vided,tidnfinemom. ase I Construction Documents i xax pprowtlnnasMMW MnYrexeraeiprtmeM14sM w.w+y.rK.��• •+•+•+srM1es•^ew•aaaprmzmineceMrds.erd Na,aceto rmm 803.5 Coat Hodts antl Shelves °ia me bxkwwmapbnwann3Mz1esO5mmlddeammamremrrvy.wwmeaswrsPVaeea.amore rex rcls,ry esnawm znmlxzmxlLrtsed eealorCrM Cwd nooks prwialdzreNn me mom shall be Mwted within ode dinere.M ranges spedfiad In MS.Shdvaz soon be 4C incbas(1.15 mm)minima. 1600 Selva Marina Drive a +� all+ ,yp,,weeelhMaxdan,nalram..awPel,.mewdlw.am wa..urmrrlmdx,prarc%a o,pm.wmma•rulraoslrmld•dxaRnaarmxnarroym antl 4B in[nes 1122omm)mm,Imlan abdrelnesnisn fl,,or 9- Atlanbc Beach,FL 32233 1-7 Y9DA ]�mnes 1430__ E.� Irwrw,bnrmat9ageslaawmmrrwnmmamxdeOwamm Nrp.ndeSaedrmmpywm.103..r6mazREVISION PEROIT SET 9i BUILT-IN ELEMENTSy N0DATE DESCRIPTION � Reaper r.nr12-02-22 SD PRICING E, VRaI Y`r/ ! 2 2.1623 EDPRICING C F16VBEarASd n'i 901Gnsvd3 MEN 90%CDL �/i>'i�_ , ureAwzre B.u4x ttvFsxoxFA mMrAATMFxi roxapktoundx 901.'IsZw 4 eD ltlttl BOBSPh-,Spray Unil and Waler pF1CY fUr GI1111Af1111g1t TMp.nsiwsdCM1aper9shdl applywmere requires by Cnaper2pwhere reeerenc dbyomgS.,m.Pithia.ode A showerspay Mtl wim a nose 59 inches 11500 mm)long mbdmum Mat can be odea boll az afixed9osNw anowMneaO antl es a AenMdtl .,ra YrMa mR�ik%M e,Mu,epn ear shower loan ba pmvidee.Tne chewer spay unN sM1all nave an onion cwtrdl wNrenanyosifive shod-W.IlwasjusUbleheigM SMwm near dna (A) (b) 902 Dining Solaces antl wok 5udaces waad,Rm,alEwfw mural her is usatl.Me OarsM1Ml Oe insralletl so es rad to obsWtl Me use dgrabbam.SM1ower spay units shag tliliver water thmb120°F(49°C) , Larkepetl 902A Geneal %1knu.ke33 um. zKO+F 4103 Dining..dares and wdk ES1-s shall comply win 902.2 antl 902.3. sIANDMh Irou4N mF IN- EXCEPTION:A fined sM1ower near l.rarod at dB inches(1220 mm)maumum above me angwerfinhA floor shall be permitlatl instead da hand-odd .pray unit in facilNes Nat are nal motlicel wrefadi8es.lwn-ter.carelacilNes,lransiw11od9ing guasd roams,aresleentid swilling unite. EXTFM Or SFAr EXCEPTION:Dining coders and wek ludacestin child,,,, use shall be permitted to-ply will 902.4. Advisory 6086 Shower Spray Unh and Water.Ensure mal andbeld shower spray units are capable of ddN,I.g water pressure s'ubm ,Ily Advisory 902.1 General.Dining ludaces inclutle,bd are rail limited m,Cars,lades,lunch lou.ern.and bddhs.Examplesdweh solaces include Amnaa,]wmm,wle,nunzrwmgBpan.tszsmmlarlpmwml-ten ar,nnre slvaeepweeeaEz�nrotreapenzxe o.me Pcwro•ronrmnn. a9dvalem to fixed snowerneads. �Oyp y,y *ding sudaces.ywsy rarrelzstube.labxatarystadons.0aby changing and omertables ar fixwres for parswdgrolming,coupon wumere.and eaeeydarenarMuw zealNwbe2zraay.MslN mnlrrrulmueneM rneheraespe l5,rctest3aommrm:�.rwm md161rc�ezl,o5 mm•mamsxnhomtne wnare wvered by Me PBA scoping povisiwsemployee woM stations. _ fi00.7 Threshddc 3B mmlmxxrmmhan ee,e],remw,k orymrq,.gzz<naawneepnmvedmorcsomml]ao mm)•xd,nwxmunadedMetleuarrce prwznerMawrwruux9dedd,e Th�hdds mrdNnt shower tom hall be ll2 incM1 M1'nmar3mum in accordance will 303.Mttansferl hover zars,xe lreaasOpdVwxus�w,0e,r';.Tell 902.2 Cl..Floorp Grwntl 6pace of parMw,ss {13 mm)g ypes M+rReagarmrmrMrenmae,whrzepvweeu.Marone lMedMerMwmr,a yreamruelnw,xsav compaNnenl, s sl]21ncn(13 mm)Mgn mexMum shat be bevNed,rwnded or verEcal. p-d1darsparewmpyirg win 305 pal'Nonetlfxalarxard approaM%M1SII bO provitled.Knce end be Geamnce cxnpyvlg zzdn 306 snail he a Mre 1518 �- vroriaea. EXCEPTION-Adx,hold2inchas(51mm)high maximum sM1all be pamlMedmVander type sM1ovwcenpaNnmis in existing laolNes where st4GE' R -SJAMerrr,u RtllF Type Slawrtargenm,ne provblon da 112 indn(13 mmJ high MresM1ddwwld disluM me sWdural reidomemam ohne floor maC. + \ 902.3 HeigM1t nmes(9,smm)w:feaM rolrchesl,5]Smm)eaeprmrlurwmdearmsbe;:'mensnmmen x+ewmvr lw•^tzd 6116.8 S.-EnGosures ■ sem- The kps dtlining 5udaces ens work surfaces sM1all be 20 inenea()tO mmJ miNnum and 34 inches{065 mm)meximum above me fin"ISM1 Morro !■i , grand- gpoar.cases Aandr NtsmmlmM mnmum�emry NY.'d prweee M are ewdMe ImMsde drM[anlwdmrm Enclosures fm shower wmpadmems shall nut obdmn c.nWa,faucets,and shower aprey un'M m obslmd Vansler koro wfieelrindrs eco shower BE6t■' 9024 DiningEl,antl Work 5udawsip ChBtlren's Use seal.. W(3A Accessible dining wdeces antl work 5udaces Iv dtildren's use shall-ply Wil,902.4. DBGk-1609 Grab Bars EXCEPTION: in9�ga¢space compyingwM 305 pos:0'onad fpayperallell eppoacM1 sprovitlee 9th snallnd De requlretl to c.mpY wim 9024 609.1 General 2%IIIA V 9024.1 Grab bars 11ldlm fdollues and bamin9 bdidils shill[apply wtig1609. M Clear Floor or G-Space ee dna roe tleann2 c 608.2 Cros%Semw f16uRF 6,0.1.1 earflw..pt cdmplytng win 305 Pdh.k(610 warGurn.1 IS me lbalill,I tl.Kn mmplying wbM 306 shagbe Ixovitletl,except Mat Mee clearance 24 intoes(610 mm)minimum above Me finisnfl.aa 9wntl sM1a11 be permitted. 1L{p 11(10 Grab ban sM1all haves crass sacOw compl}eng w91M1 609.2.1 w ES02.2. (n aaell WN RFnulwuustWMklt SFAI 902.d.2 Height '-* 609.2.1-,Crass S..., The tops dtadea and rwnlers shall be 26 intoes(660 mm)minimum antl 30 intoes(]60 mm)maumum ahlve me finish Owr.rground. J �yag r Grabbers,,. rcularcrassse hPo hall have an m,tsd iametxof-ind,az(32mm)mmrnumand2ihM.151 mm1m WMA um. �a x rrupeasercduua]'ranmeslaa mr)mae�...,+x meamz erge,s,rcnes11a1 mmlmmmumw n9lrwz(4osmmlma.,numlmrzn, 903 Benches �'-'� -^ e0%2axmammrom s,� 15ages13mr egeofde l•Imruwdme uxputl Oe r'y xUuz OB mmlmavmwnhm dewMlaNMehmm eepxtuex,4vaes(155mmlmierurnwo Lu _ r Wl Mswnnezaadar<radix.mnzsWl Nveaams s,cvondr,.�rvordz:unel5trm.:maram.rraMapeumetn armsond,br1n000 rnm)nwwrsxn mmlmuramxnpanmewW.lhemlidue'd'#utlbezS xNeslSadmmlm.enum,m+]1.alas rrwlmum(SkS mmthanthemaNx,l Ml. e0 Ganarel W kRx,YiYrlraw�Ir�,aM6swr ac 48xMxflm mm)mimm. Benches W,11..plywim 903.acQ P-MSM a�160 ua 903.2 Clear R.,or G.d Spe arMxa -'spill � S� Gear flwr or ds It shag be d.end sM1all be pod fiat Me antl dineOwrM sad antl 11. me-1 axisd Iadm Pace complylrg,r pion pMa 'r, i the bents uTnlurF RouaxirrE sxowERcoMrAaMFxrs�AMoauawxcE ��-� �v and I i sera I 90335ae J Mal �,' Mina I Ben e�sndl have sea's min are 42 M 1(1065 mm)Iwg intra roam and 20 incM1es(510 mm)aeep minimum ane 24-nrmes(611 mm)deep = E3B.a can ears I �2 _ ma m_ Greb bin shag-ppy win 609 antl s ben kIld-n aawdance wim 9083 WM1ere uMpte grab bars are uses requretl hon-I gab Ona I � 2%- b. ,OrA„d y40,rs l`/^Y sM1all be inalalletld ¢same M1eigMabove Me finish floe. m 1516! 2%Illex VJ .� -'4- Mernar slier PawY to OxksrMpat alaRg6e wnvee maws•.Bad supertsux tr,z lrctrs11a5rizm)Ior,ymnvrvmvmzNee.xmlmmapwx]rrcneslsa //, EXCEPTIONS: ) mmlrM.nzm rpwenexmmrlsamapmtarrcna(455 mm1rdnaum wormexr wxa eanvgpon luP.tr]•-dmaestN mmlmpnxmframrMw V3 Grab OMs snMl rad be required to be instilled in ashowml.cmetlinabaming,sallyfaasengle occupant accessed only a,ough a pi-g ..and '�'� (a) (b) ey,dmeze,trreasuwl•wewa,q, /W1 rad for canmon use.rpudic use povitletl mal reinllreemanl hoe been m..I.d P walls and I...dboas to Permhme inatalldiond9rab bars w lb) art! kMWF.t03��r`� U m omplying win 608.3, S U In redid-1 dwening unes,9reb bars snagrw be required.Ce inmalMs in zhmrars 11-d in bathing fa11N4s provided Mal relMorcemem hoz been nauaFmru ,nvlmnsmss,�suppecioavanzrMMrrnpm eenav minds poaGrypM Carona wu,slmemmdre Demo,Ixam oracle seato.a•.n installed in walls and l.fated s0 sa to pemld Me lhhd lI Oon of 9reb Dan1,9rwM1 608.3. k-N-1 6RN air xOxclRNIMrMOss sEcrtpla pmdrd.p+b Mno:vamprR,hanzfe rode Oaznh� Q EM.33 Aarrtl,N eMarrY[x slz,xx[awprmaw 6W3sG,rkM 610A Sbumual5iemg.M1 Mrereavn�eowP m,�ixL +anlz rwld s Mupa6� re eewth` a r��rr� 'tr spot bacwaerrrbew,raM tlrep<erzxaf ee,']ailrae'+Ma mmlTMyee oMwmnMpdbrsgpgen�yapern OebxW alde%zMssnax be lrl.:rcllez Allowadle shesaes shall t ..wededlxPP.sin9malalels used whmavordcal eM1lazonul/arca d250 pwntl5(1112 N)Is appled at any pomdm Me m pmdeEmaaMMarelVazrzpe9rwverrmq,r,.ens.p+blrsrNxke pvndeEmdnerwax r+a6lwssl,xlee Oa mml•rwlnrvm.mezporeber,.aantMpaO Orap pglm�edlnn aboealMN eet3xhz DOsmmlmwePn seal laslener,mounlvg device,ww n_f rowed k,aMsltSommYmmim,nlmm.gettrB w,lb smrdure. �i 'l1k MIM � At1e (Imes FARPraN:1MMx<#eween Me pw bxsaM dloaarcwas.zn.icer nrrip.ae dtrr pee bas aemeuu,apermmw toxlr/1"alezl3a mmlnuarun n. / n s M o.arMr TT T baCkV.M 8 a110M .aa I 1 xM1 A W (b) a' ■MMA lar ,� �kaY I 1 rlcuraaruA c - @) 903.5 A0. 14 M1. Q 17Y771W 1a�y1 M1� The lop dine benc1,seed surtace shall be ti intoes(930 mm)minimum antl 19 Orches(4B5 mm)mawnum above Me finisnflar a 9rountl. SbS1 S-1 So-en9nn SCALEernes.cls rpBsruawrp Rm44x irrL sxpwFels A'Irmn{ sedaada Nlowpe sttea%es shellnd beexceeded for mateaam used when aveOcal or b-1.1force.125o pwnds 11112 N)I%.,1.d any pill DRAWN 6Y:NIRS IMWlMIi NY cFla sal,fastener,mlun5w device,a supporting svuc,we. � sr4cwc oxcw sus PROJECT NO.:2022352 ACCESSIBILITY DETAILS SHEPPHIRD ASSOCIATES BUILT-IN ELEMENTS 0oe.z5.z EeyalM ARCHITECTS+ENGINEERS -AS."any ramp ran behh-ng alevaled d.y--hads Sall he 12lanae(305 mm7 maam.m. 26560 AGOURA ROAD.SURE 1016 903.7 wN L«auaa 1 ON 2 5.3 Handral. CALABASAS,CA 91302 W nate InNaIIM In cad lo.tlona,Ue surfa.INlM1e seal snail De sap revstaM end Shap nal acmmmde avatar. Where AMI,]oa remps serving play cd AIA,me h-ell shall comply adih 505 except m modified ay 1000,2.63. g 310.670.9144 calls@shepae.can E.CM1 O.e All..deal Sales entl Seryl.Carders EXCEPTIONS: wna..s. N-1.15 Niall nM be le,«ramps«dM wimin ground level use Eones. 904.1 General lead reil.meneims shay 11 11 requiretl. ChecWmt isles entl sales ane.rvice mounters shat c.mdywKh la applicable req WremeMs d 904. ePoOP 10082 63.1 Handrail GripdnB Suda.s .•au.wmms..rc.ffns 904.2 Apprpadr Harlareil gn�MH.Me.slM1 Megrilarcrm ll,11 shall have a Metilside ShPerof0.95 inch(24 mmlminimumanr11.55 inches(3g mini s All pddons d...Iters rAhol l cdnply with SO Ithell be Imeadd Idilent[o a aetang surl.ce mmpipag IS,403. mammum. are me snaps of the gdDping sofa[eisnomcircWar.the M1antlral shall providean aquival.It gdpdng suaace. Advisory 904.2 Approach,H e cash register is pmvided at me saes maervice canter,locate me actessibie obumerdose MMM earn 10-111 MAP A pen«using a--h..is viahle to saes-M-parson..and.mhm¢e the-an fila persm with a dnahlhy. 1000.2.5.3.2Hdd2il H.gM Tne top d handnl gnppng zuda.a snag be 20 in.nes 1510 mm)mnknum and 28 inrthes 7/10 mm)maximum above..mina auda.. .� 9-Ch, --Il lE OF F" D4,/ CIeIX-aa Nsles snail mmdywith 904.3. t0o0.2.fi Ground 6udaces Ground surfaces on accessible miles,dear flat d ground spaces,and fuming spaces had campy wi1M1 1000.2.8. het b Advisory 100826 Ground 9udaces.Gmuntl avaaces must be,Vupected entl maidainea reguladyf.ensure.ntin.d comp.-Aa wim Ne ASTM F T Nsles shellcdnply wim 603. 1951 slantleN.Thelyped surface matadal sated.and day area use lev.s alai tl.erminelefrequency dnspedim entl maintenance acbviles. •I �* 904.3.2 Cmmar 1000.2.6.1 Ac.saiblay ,F l�AR 1 The couMA,u heignt snallhe Nil-A(965 mm)maximum alovemefiaan flMaergrounE.Thetop dthecaeldedge p,,aA mI-Pe2 G...d surfaces shall w lywim ASTM F 1951(ncdparateday ar..e.see'RNerenced-1 1.Cnapter l).Ground sulfas shall be 1.&.(51,M)maxl above0.lop efme e.ter MAfe-on me aisle aide d Ue-d-out aunsa. inapeaM aed melllaiead regularly and 1e toady to ensure..-dt iPle-eSh ASTM F 1951. t 00.3.3 Chews Witting Surfaces 1000.2.6.2...Zones TyEREg p6G�v Where provided.GleU waling surfaces She tdnply wim 4023. Ground surfaces totaled whin use saes shad..mpry with ASTM F 12.(111.am..2001 edit.)(Ucdpmated Dy refile l.,sea ANeracM S eld.-in Cnapn,l). INIS ITEM HAS BEE. 904.4 6dee entl Ell Can[ers EIECTHPv1cpLLr sIGnEO ANp a5ALE0.W IAM P.sPEPPPIRo,RO6Ip. Beres cmnters entl service..units shall..ply wim 9o4A.1 dD,X.4.2.The accessiNe Paton d the wuntd lop shall ex[end M.same depth IS ITI IEA, Me colas or-1.....P. 1009 Swimming P.da,Watling Pods,and Spec St.N��Ea-1,1 Pals-p1 usihmmrs Ic EXCEPTION:In ademlims,when me ymvilim at.amnter cwnplprg wim 9m.4..'a result n.reduction alt.number Jousting ca..-al 1009.1 G,,,,A ATUPE MUST EB BENV FIEO wPKlIadonsda,gduc0ar dine nluMerafexlsdng mall b-Al-murex Wil be pelmme0 to neveepatlm which is 24 irghes(610 mm)lag Whlll m ilea,p.dlifla.slopedentries,translerwdie,oanzl.rsyndms.anapoasl.rsshallaomplywimto09- Ow Any ELECTRGNIC comES r --he candying call.904.4.1 provided MeN,required clear fl«r a gmund space Is.nlred on the actessibie len9m d the auntd. 1009.2 Pod lifts 6gmdd Mgna�d bAy 904.4.1 Par the Approach Pal Ins shell mmPIY wim 1009.2. WRhem A 9M1tppniN A pddan dine counter gurtece mac is 36 inches(915 mm)long minimum enc 36 intlres(915 mm)Ngl maxim..above me fids.floor.PAI DQ ON:C.Sk4 PIMtd PAlary 1009th2P.d Lrlss.TM1ere ereevariery dseelS avallaDla on pad lids rengmm9 ham sling seals to Nose mal are AMM.ISeh.,indeed PodlM Swill psjlepee.com, land,ef manta,, deimda-1lenablealargarpoWladealf-Phi-dsabF.-rouse elih.PoH..ds Usl wnaistdmdenelz that resist wrt.si« William R F1aAPphAd0.5Pepdbd a.pmvim a firm bell t.PP—will be-all by IAd,range d peodewim disaNlOea.Addict-rgPms S..as armrests,lead revs,..at Ansae-CN=William EXCEPTION:Whale the pheAded...liar surface is lets than]6indAes 1915 mm)long,thee.m cnnler suaaceslall he 30 incTes(915 mm)ligtr ball.,..I.Ppp.wall enhance alb-ilii,entl healer acmnmodde people wim a widerange of disablit... RShepp- BE .23 100921 Pad L'd L... SD NATdT00' 904A.2 Fvward Appy h Pool lids shell he loaded wlere the wale,level does not exceed 48 inches 1220 mink A po.ion ofthe coumer surface mac is 30 inchac(]fid mm)big mnimum entl 3fi inches(915 mini F4gM1 maximum shall De dovbea.l(nee and tce epa[ecomdymgw1M3065hell be provided u.erlecoaler.Adear Booror ground space c.mplyng with]05 anal he posdmed for a(orwertl El PTIONS: epm.aanbmecmnmr. Whore Ue entre orf deal IS gr.eterthar413-1 mmJ.[.mpliM..11110092.1 atdlrrd Daeatir«, Where multiple pool M IazaNh.ere pr«ideal,no mwe Nal ae pool Gft snail.requirM b he lo.ntl in en area where the walerlevN is ee ndAes 904.5 Feed Service Lines (12211 mm)maximum. -a-in foo servile lines shall comply wim 904.6 10092 2 Seat La.M,h D.B.1 SeH-Service Sha-entl Oiwalling Devi[il 1.Me mined position,the[en-P,dine Bert shall be Iaaled over me deck a.IB minas(405 mm)minimum ham Me edge of me pod.The dark Sedaervice aP.1-I and dispansmg devi.s for able...Plh.,a,catlimentA lend-Al E.e.g.anall-ply wit 308. sudaca.waeen the-h.al m..at a.the Pal edge allel M1ave A Nope nal stem,man 1:48, 904.5.2 Tny Sh es 1009.2.3 Clea c-Space The lops If Veyslices shall be 2 th..(710 mm)hdni d and 34 n[hes(865 mm)matimum.he-the Hama,Boor ar gmund. On me side rime seat apposite..wrier,atleardeck spa[.Snell he provided parellel will me seat Thespace shall.38 inr4les(915 mm)wide entl at I emenda,eel 48 intoes(1220 mm)minimum from a line located 12 inNes(305 mm)behins.e rear edge tithe zeal.The dear 004.6Se 1 G1,.11 deck space sM1NI haveaslope not steeper man 1:40. Werecoumerortellerwindows haves glazing mseparate Pena...Irom the Public,ameawd Mfadlitau v.i.cd--ked.anall be provitletl.Taephone--t III,,—tlprovidided,sial«mplywel7o4.3. 10092.4 Seat Heigh 9 n Tie M1tell d.elresea[.ell heal IIIMe.d(I adopd l6nrnes(405 mm)minimum lot ides(I05 mmlmaximum measures from me tleM 904.6 i, dRP,ing calf)..canlaailh...Bleanmuni[- [patil erleller windows to the l.pdthe seal surfacewhen Inthera¢etl(lad)p«itis. where mere is.cudry glazing wfilN protudes di.oton in audible iMamadon.Where assistive IislduAg devices are installed,dace signs comdying wim .2.5 Seat Width 703.]2.4 to identHy thine holNes-eh are so equipped.O.er volta 11 P111 ore.atlsinGude.PAP 11 nal limilm lo,gallas,slatsThe,talk- Thereat shal.l6 inrhes(405 mm)wide minimum. Vaough bd'des.Imarcoms,d l.eptle-n.ndsd devi.s. 1-2-.. entload Me I of Me 5snarlbaeleaeaa.elanmovewHP.e Beet If povimq me armrestP«maned oPPozhe Ilewater snarl be removable oranal fwd agar .f le cad wren the foal is n me taload tical p.mm. 1604 F.e Macni.s and Equipment EXCEPTION:Footrests stall nal be regluea a pod Oils proviaadd m spas. to04.tameh1oar Space Exercise.mechirres entl,P- u IM..l-1,.deal floor Sacco comdying wit 305..11belPerect.1d-Huse by an indlviduel seated ire 1 DoThe to Opemeon whaelMair.Clear floor a ground apacez«quirts al exercise ma[nines and equipment shall be pesmMeOl aveaap. The lib sial.De.p.Ie ie unassisted opere8m ft,bole Berk end water levels.Contrds ana.pe2ing mechanisms shat be unoDsbvaea 1,1M,the.tis in use and shall wordy wim 309A. Advisory1004.1Clear Flow Space.Oneaear0odorgmund apace is pemri.e0 bbe snared between two pieces ofabamise Peeltheoate- Adantic Beach sWce use,designers shmld.entity co.aitler leyodop0ons sac.as cannecingenas tithe row and certleraisle spaces.Thap.1o'on rime dear Advisory 1009.2.7 Operation.Pool lifts must be capable of unessistetl.«cola from Dol the deck ate wderiev.s.Tris x'm pe.nKe persal Wil Podapacemay vdy greatlyaepvndn9 on Ue use dine equipmem alma[��ne.Fd enamde,to provide access basM1alda Pres IIIvM ear t 1KPM the Pp mete,.e le«p.itelhe ItH.HiseI,Me-te,I.,MId.d Il who isl-ding aline bbe Thle l.cea U.aod lift Boal space nem tome seal world be appropnde to..aalr trendea.Clear Boor space for a belch gess machine easy..for use PY an i.ivitlual lane.K is in the up p.allm ao he dA III p- De NrerbM in the ben pr emendel Dodo.a(lme awai8ng assistance.The requiremenlfor a pool --- sed.m e wheNchair,however,w+d most likely be.n;eretl a the operating m.duni.ms. dtlo bentlepe.en0y apwaNe does nal prerautle assisln.from btirrg proviaM. I..2.e6abel"...Pth Atlantic Beach Country Club_. The lift dull he desig.ed so that me seat lsubhe to a ward dedn IN 18iw-(455 mm)minimum below me abolher,wdvlevtl. Phase RECREATION FACILITIES 1009.2SLihingCapad1y Construction Documents Single pals«pod tins shat nave a weight eapaGty d 300 pwnds(136 kg)PIP...l aa be capable of MAPAI lig a zt.d.lead daNeast one and a h.Idt, s e retro lad. 1600 Selva Marina Drive Ativisary 10D9.2.9 lofting Capacity.Single person pod lilts must be.Pade of supp.ning a minimum svaiBM If 300 pounds(136 kg)and aMAM mlg a 16 Gar Fledie. stela-ad IM.AI ore ala A lett-.A..reed bad.Pool 1.,aroma be palmet meet me news althI p.pal.-rev serve.Prwidirga Atlantic Beach,FL 32233 00 pod I.with a weigth[epa,Ky greater man 300 pwnds(136 kg)may be.-Phle. 1006.1 Gmdal Gan+aaTme:araem pl lP INE. 1009.3 slap..Enure. REVISION 1006.2 Accessible Rodes Sloped MPHIP shall carpiy with 1009.3. NO. DATE DESCRIPTION gdesshe,odes serving Uemg grdmdz,pPaig grounds,WNng greenz._re pu S greens.teeing a eal at driving ranges,..alae 0.dvbory 1009.351opetl EnMes.Persoal wPeeldrNrs ala m.NMy devices may net De apPrcprfale for 5lLmer9in9 in water.Some may Pave 1 2, weamar ahMe H,hel.i rental areas,bagtlmpareas.and m.11 he 6.th..,(s.11-Plywit Cneplr4 and stillbe 40 inches(1220 mm)xibe haaedes,andors,all Nec-systems dd wren A.chaa I In watermaycause damagemle personal mobility device dwh.IcluV dmay 1 0-22 SDP G minlmum_Wnere M1andmih are pr.vWee,accesvde males anall be 60.[free(1525 mm)witle minimdn. aminate.. dwater.Pmvidn ae d nac.rmsivemdeda.and Maines for access into me wale,will teal the 2 2-10.23 OO PRICING po 9 en equal.wheeldran ma 9 Pro 3 3.30.23 .1 CD I-EPTIOIN. rolls slWlnot be requ.etl on qedcourses.Wmere he.tlrals are pr.,lead oa gen ceare-the hAMMPM,shellnd herequired 1. wz erfrom contaminatia and avail damagem pdswal wheel[hA.or doer modlny a ids. 523-23 PERMIT SET mmdy wim 505and 1009.3.1 Sloped Ell- FA-11-.11- nUesEXCEPTION:.11-elped eddies are provided.the and-shell not be requiretl to be slip resisunt. daNce putling gredz,pretice teelnG Grounds,course ddet moms,entl Nurse wea.d sM1el[en.The.de deal odsiae the h«naary elle gall wane,but are areae-I an hadwidua using an adadea gat car maytravel.A gall tar pazsaBe may not be subsddlM/o,other ell'. IHmS.25.b 1.Dap. tubele-A amide the boundary d he course.Far examng ple,as accessible a-e.nh'ben ecwsside P.Hmg space to Th eht=af Sloped hadI.SSh.Il euend to I depth of 24 inc.s(610 mm)minimum and 301ncne.(T6o mm)maximum he-Mesloanary water leve.Whale A gdf mars.dubh«res nal covered by Nis pre-al. ...timwmu IanO.ngs are require.Dy 405.1,at least dela.ing snail be loc�1e024d inres(610 mm7 mi' e.30 inches(280 mm)ma mb.ow the Prwiaing a gall s passage will pemm a person and uses a gelf 11,l p.El dwin a golf bad ban me same posilm and stance used when -Alaary wdar level. plapn9 de egame.ld bebe_iconsizey,le sp«a reglvedt.ra person us.gagdl.rlame,and malreuvawithin me te.ng atadws regrdretlto be E%CEPTION:In waam oda,..aro tllantlin pestpartdme x'atlingpwl. amessienadered. gp ped entry an gs,Kpr.vrtletl,shill exunam me alae 9.3 0.Car Passages Gell car p....ges shall windy win 1006.5. locale wrtlrab 1 me..1 Clear Witlm awconlpssAraxAl5o5sNIxP>,Ulnen dealapede.ry.lnedr+r r�Cm bnr�aa nq.s•a rrart4r's soak beniMra+eannlmdmumwMb Tne clear wiam of golf car passages snail De 46 incites(1220 mm)mhumum. mc.sl%s mm:.rAUTmwn. 100632 Ramers EN[Fe..6 Where acs o,other c hMPM s benign prevent gdf cars from eMedng a Idrway,openings 60 inches(1525 mm)NMe minimum.hel be provided at elterval5 nal I.exceed 75 yams(69 ink 1.nanarrl4ddnwmspea M$d5.!C.lall rldhrepu.M asleblmA:Mrd..serswSaskpM taby 10064 Weather Shehers aI Mopp argya P.ddasbwse a.mp..Le MeurerM.s.+a.s eouurnpmrsa,adlerpocwvl,.reuaerxmsrc MAIM,re.nearea ore AGearfind or_M.6Pa.do in[hel(1 ODE mm)mininah by 96 ihelle(2449 maa)mnlmum shall be provided wimin we amd 11,e11u. sM.r'MuxmrherepvMmmAplrrnfrheaww4hAgvwrcAled1Pal- 3 Xp'eJemrAnnw6rgpcds SeH rte Yrmuredmnm�hwrn'+campyxswnttt9.13 dpwMed.IwC alttavroMesar,eA nwaArApwa4 1000 Play Area Meares.e4u1 Mm.d.pvwn»'. 1008.1 Genaral ./1 Play...a.hall comply wim 1008. wit of wopld wilily J 1000.2Aa,d 1 Rmbs A 1 N.za w.aaa..asset...I.-had . rvo camd1 veli hl°tarpandis Me2ver�aeai ae,anre s 11 ne eo-he,h�b znau mmj ml.- groan p Ycomponen g( e■■■■■rte Wit L 10082.1 IONS: Lev.dna ElevdM Play Compon1nt. l�i F�� Acc de,rhea Setting guru.level day components and elevdea pay ewnp«ants shag be PermiHM to.11 Me.,III-I m 1008.2.1, lJ -OPT ;.Mer systems comdying wim 10083 shill be deal plc tl l.n.a elevated play[ompI. a except where 20 or male Nevald play compaeMs re-ural,code tell 25 led,A meelevatedday camp«ells shayeebe pated I. b.tB,"SIM bytranzfarsyvema. where trarnrer ayalma are Prwaiaaa,a elavded Play mmPa..nt anall be penmmed I. conned tq another elevalad day camponem es can d an etteawblaman. rlwkE,aekSa J •� A-allhie IAASS-n PIT contained HAwroANts rOn HAw EMM M g. playsWcmres snail Depennmed to use ore exception in 1006.2.2. `W`^ EXCEPTION:Thelfer systema complyng 1111008 3 shill as pa-P.P.be I,-as pan of an actessibie mute, �V�r)A 1008 2.3 Wale,Play Comp-lPl y/ Aebee dict. .I serving weld play companmh.M1al.permitted[o use me ex.ptias in 10082.3. W E%CEPTONS: Where the soda.5.me aw,,,d 108.2.clear Poor or gmund spaces,d nmlFg specs serving water day tampwerds is.ubmeyea canpliance wd1302,403.3,405.2.405.3,and 1000.2.6 stall nal be reQuired. U Transfer systems cnrAaMPg wim 1008.9 shall.permined t.c«nett alevale0 Dlay[omponanH N ward. visory1e0e.ha Iet.Play,. .y enls.Personal xmeel ad dnam.Nliry devices may nal lb appapride for submerging inwater wno using E play components in wale.Same may M1ave ba0enes,mous,and electrical syslemz.at wfien submeyM in avatar maycauae damage to the rs.nam Zdevice orw e.he,d may mnlamilate me water.Pheinan equate wheemnair made.nacorroaivs materials and designed Ica acceaa info the water call p.ea me water from I.M.e ado ane avoid damage l p.nmal--an. 1006.2.4 Clear Witlm Adesxible routes cwmeNng play components sled provide a Clea,widl cdnplying wim 100821. 1006.2.4.1 Ground LevN AIgmund level,me clear sxam of«cess routes sled.601—(1525 mm)minimum. EXCEPTIONS b In play areas lass than 1000 square f et 193 m2),the clear adtlm efee.-A rotes snail be P-ed to be 44«l.e.120 mm)minimum,n. Ina mbAg space canplpng wlh3M.3 kprwide0 wide leresltlM accesside rola ex[cea530lee[(9145 mm)nlangur. Qom° TPa clear swell d adssside routes anall be permlrte0 d pe 36 ncM1es(915 mm)minimum far a didence d 60 manes(1525 mm)maumum provide. al mulDde reducM witlm segments are separaletl by se9menls UN are fid inoses 11525 mm)wide minimum dna fid inches(1525 mm)lag 1OD62S 0-A0.15 100625 Ranps Wimin play areas,ramps mnneceng ground level play cmrponents entl amps caneding elevated day tdnpmeMs snail[amply wit.1008.2,5. 1006.2.5.1 Ground LevN SCALE: Ramp runs ann.cing ground laud day camp«wu,APAP nave a tanning slap¢not steeper than 1:16. DRAWN BY:WRS IAIWfNJI NY PROJECT NO:2022-352 DOOR SCHEDULE WINDOW SCHEDULE S H E P P H I R D ASSOCIATES ARCHITECTS w w ARCHITECTS+ENGINEERS AD y 26560 AGOURA ROAD,SUITE 108 W O Y W z N CALABASAS,CA 91302 W z w O O a >a w O x ~ w 310.670.9144 Il.s he w O a z a N Q 2 O to = z w 1- F Y F WI �S weua um s° H w z .e w C) tt i2 x0 ¢ z w < w �_ w 3 - F w V7 W uJ N w H Q F x of U Y 2 F ❑ z V3 d IDff W Y N O W d ❑ w _ < W O O Irmnrkcwm O W ¢ ❑ w O z x K X > O O 0 S ¢ Q p Z ❑ O x z ❑ w 3 = ❑ rn H al Do w O U y ti _ LO U 401 JOINING 2'-10" 8'-0" ABS SWING SINGLE 0'-1" HM 402 1 W3 I SLIDING 4'-5112" T-8" 2'-8112" 1 Yes Yes SERVICEWINDOW 403 F DINING 3'-0" 8'-0" SF SWING SINGLE 0'-13/4" 1 PUSH BAR YES 406 DINING 3'-6" 8'-0" CASED CASED SINGLE U-1112' OPENING OPENING 408 FIRE RISER 2'-10' e'-0' WD SWING SINGLE 0'-13/4' 409 MECHANICAL 3'-6" 8'-0" WD SWING SINGLE 0'-1112" V 410 G TRASH ENCLOSURE 5'-11" 5'-0" HM SWING PAIR 0'-1314" ARA" 412 H STORAGE 5'-11" 7'-0" HM SWING FAIR 0'-13/4" 420-1 DECK 3'-6" GATE SWING SINGLE PUSHLATCH YES 11 -.isre00 te -" L423 2 DECK 2'-101/2" GATE SWING SINGLE PUSH LATCH YES EFfD A0.0N IS RESTROOM 3'-0" 8'-0" HM SWING SINGLE 0'-1314" HM NA..E.�0.�pp lLroY SFDnDERpmq RESTROOM 3'-0" e'-0" HM SWING SINGLE 0'-1314" HM Irnl VESTIBULE 3'-0" B'-0" HM SWING SINGLE 0'-1314" HM EC El DOCIIENT ARE DERED Els ED AND SEALED AND SIC C-sRE MuSTBE VER FlED EXTERIOR DOOR ELEVATIONS DrvAN.E� RDrvID� e , on:c�1sJ e..;n.spsl,evee.wm, WINDOW ELEVATIONS W"'DmRP"" ew,� A0.31 R 56eppghtl On+'.2�3Ai23 DxSna.0ro0 10 AD3t A0.31 3 _ _ A0.91 11 A. a -0 i IS A0.31 ! E7e� w o IS 932 -•__ S g0.3t F C, H W3 Atlantic Beach Counry Club Phase 1 STATE 8 LOCAL CODE REQUIREMENTS FOR DOORS-CHECK CODE REFERENCES Construction Documents 1600 Selva Manna Drive A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED Atlantic Beach,FL 32233 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 D.EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.1013.3 REVISION 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.1013.6.3 No. DATE oEscRlPrroN F.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.SEE 1010.2 FOR EXCEPTIONS. 1 .12-az-2z so PRlclNc G.DOOR HANDLES,LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN.34"AND A MAX 48'ABOVE THE FINISHED FLOOR 2 —23 on PRICING H.THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. a 23 sow co 1.ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.2. laza PERMIT SET K.THE MEANS OF EGRESS ILLUJ.THE MEANS OF EGRESS, LUDING MINATION THE SHALL NOT EBE LESSBTHAN 1NF'OOTECANDLE AT THE WALKIND AT ALL TIMES THE G SURFACE SPACENG SERVED BY THE MEANS OF EGRESS IS OCCUPIED. LOUVER SCHEDULE 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 RICAL SYSTEM _ SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: w I.AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS z 11.CORRIDORS,EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS; Y IN.EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. a F ` a i ul IV.INTERIOR EXIT DISCHARGE ELEMENTS,AS PERMITTED IN SECTION 1028.1,IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. zo x r r ❑ r `��° V.EXTERIOR LANDINGS,AS REQUIRED BY SECTION 1010.1.5,FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 3 ti w a O O w w U` o o w 3 0 QZ O ': Z 63 2R (7 (9 ti O 00 li MOTORIZED SHADE SCREEN SCHEDULE LOUVER ELEVATIONS LL '^ U Q Q V! Z H F IL = x ADI J U D W_ w O x 0 z D- z O W W z Z d 4 a M33 U) z � x = F w g ¢ w x x w w a DETAIL p w ¢ r S CIIJ KEY 3 x rn N ❑ - c'425-1 Yes a'-2" 3'-9" LLI 425-2 6'-3" 8'-2" Yes 8'-2" 3'-9" w r'425-3 6'.3" B'-2" Yes 8'-2" 3'-9' 425-4 7'-2112" B'-2" Yes 8'-2" T-9" a 425-5 4'-10" F-2" Yes 8'-2" 3'-9" „ 425-6 2'-2" 8'-2" Yes 8'-2" T-9" ry 425-7 7'-2" B'-2" Yes 8'-2" T 9" 425-B 13'-0" 8'-2" YES 8'-2" s 425-9 7'-0" lyes 8'-2" 3'-9" 425-10 4--6" 8'-2" Yes 8'-2" B 425-11 1 14'-6" <' Ye -8 8'-22" 33''--99"" 425-12 66'-10" ' " Ys ;425-13 812" 3 IYes 8'-2" 3'-9" gD.99 a 425-14 5'-6" 8'-2" Yes e'-2" 3'-9" O AO.//�L/��j V L1 SCALE:L1m=1" ORAWNBY:V18SIMWIWINY `c PROJECT NO.:2072-352 FOR INTERIOR DOORS SEE ID G.L. L I F B ASSOCIATES ARCHITECTS*ENGINEERS ER CEMENT SIDING 26560 AGOURA ROAD,SUITE 106 ADHESIVE TAPE OVER METAL CAIABASAS,CA 91302 FIN. FLASHING&NAIL FIN 310.670.9144 w1I.s@shepae.c0m _ FIBER CEMENT SIDINGFIBER CEMENT SIDING 110'MINIMUM GAP,DO NOT SEAL wcsR FIBER CEMENT SIDING : 1 t -� ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METH SHINGLE METAL FLASHINGm ADHESIVE TAPE OVER METH FLASHING&NAIL FIN FIiiSHING 8 NAIL FIN s.Ano�rtcrs.[xaeRfAA FLASHING a NAIL FIN W. 1/G'MINIMUM GAP.DO NOT SEAL GWB GWB 1N'MINIMUM GAP,DO NOT SEN LIG'MINIMUM GAP,DO NOT SEN WOOD HEAD T.I. _3 INTERIOR TRIM(BEEID) SHINGLE METAL FVSHING SHINGLE METAL FLASHING pF y >/ - SHINGLE METH FLASHING �L ADHESIVE TAPE OVER METH F, f�O f! FLASHING&NAILFIN ` RAS q,p 9� - WOOD HEAD TRIM WOOD XEAO TRIM -� —-—- -—-- 4 Y - _ WINOCW METAL FLASHING ' INTERIOR TRIM(SEE ID)�\ s\ yI WOOD HEAD TRIM u r WINDOW JN&B LJAR1 I* 1\ FLASHING flADHESIVE A IL IN METAL - FLASHING B HESIVE NAIL FIN METH WINDOW UNIT(SEE SCHEDULE) 1�C�` � ADHESIVE TAPE OVER METHI i.^„ JAMB FRAME(BEYOND) S f1ASXINGfl NAIL FIN FLABHING - _ WINDOW METAL FLASHING WINDOWMETNFLASHING y WINDOW -SITEIIIHISBE JAMB I fn EIFDTPSONI HIRDSFGNED IDA HE DA E I NOF TME STE1nMrM TE S�ryo _G GgDIDRAL INTERIOR TRIM V OODUMEM ARE I.'DT CDNeI ERE nEDIWD ( 1'� —ELECTRONIIIATUFEIC LO ES MUsi1BE 0 VERIFIED R JAMB FRAME(BEYOND) DOOR(SEE SCHEDULE) DOOR(SEE SCHEDULE) DOOR(SEE SCHEDULE) _ gytirtl DOOR(SEE SCHEDULE) ON:C.US.' William R 5heppN d—ep�Olilyd ae.cvn, 1 AwaaaOq CN.V811iam � I � R SNepp§M DMAzesRDs.z3 INTERIOR E%TERIOR INTERIOR I EIITERIOH INTERIOR �� EXTERIOR ]T20:lT�'00' INTERIOR EXTERIOR 1 Q DOOR TYPEINDEs HEAD 7 DOOR E: 11 1TYPEINCEs HEAD 4 DOOR TYPEINBEs HEAD TYPE Az HEAD & 3"-1.-0. 3.=7._O,. 3.=1'-0" 3.=1._0.,. G.L. I COMPOSITE WOW SHEATHING FIBER GEMENT SIDING COMPOSITE WOOD SHEATHING FIBER GEMENT SIDING FIBER CEMEM SIDING COMPOSITE WOOD SHEATHING FIBER CEMENT SIDING COMPOSITE WOODSHEATHING SELF ADHESIVE MEMBRANE SELF ADHESIVE MEMBRANE EWE SEALANT GIVE, SEALANT OWE SEALANT GWB SEALANT -m* PSWT(PLASTC SIMULATED WOOD TRIM) -� PSWT(PIASTIC SIMULATED PBWT(PLASTICBIMULATED Beachdc WOOD TRIM) PSWT(PLASTIC SIMULATED W 000 TRIM) INTERIOR TRIM(SEE ID) ADHESIVE TME OVER METH WOOD TRIM) sHING 8 NAIL FIN INTERIOR TRIM(SEE R)) ADHESIVE TAPE OVER METAL s SEALANT FIASHING&NNL FIN —-—____- -—_ -—-— _ ____ __- —-—_— - -—- —-— DOOR—E FILLET SEALANTBETWEEN SAM FLASHING WRAPTI] Atlantic Beach Countnt Club. SEALANT DOORFRAME FILLET SEPLAMBETWEEN SELFADHESIVEMEMSRANE INSIDE FACE OF STUD Phase 1 SELF ADHESIVE MEMBRANE &DOOR FRAME &DOORFRAME Construction Documents I 1600 Selva Marina Drive Atlantic Beach,FL 32233 DOOR(SEE SCHEDULE) REVISION DOOR IEEE...—El NO. DATE DESCRIPTION 1 12— SD PRICING 2 2-10.25 DD PRICING 3 330.2] SD%CD I I I4 52123 PERMIT SET I INTERIOR EXTERIOR I INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR I I DOOR TYPEINDEs JAMB 8 DOOR TYPE C s JAMB 5 DOOR TYPE I BEs JAMB 2 STYPE A-JAMB E G.L. G.L. G.L. G.L. I INTERIOR E%TERIOR INTERIOR XTERIOR INTERIOR EXTERIOR INTERIDR %TERIOR I)J 1 Q w WODDJAMBTRIM(BEYONO) WOOD JAMB TRIM(BEYOND) WOOD JAMB TRIM(BEYOND) PSWTJAMETRIM(BEYONO) O Q CLAD WOOD DOOR (BOTTOM RNC) Z = I DOOR SWEEP DR SIMILAR DOOR SWEEP DR SIMILAR 'Z'SILL PAN ��[1 PEMKO HALF-SADDLE W THRESHOLD PEMKOIAUTADDLE INTERIOR FLOORING SEALED CONCRETE SEALED CONCRETE THRESHOLD u BACKFIU-STILOVERHAND FLOORING TILE FLOORING K WITH DRYPACK GROUT O nIMEERIORTOPPING SLAB - EXTERIOR TOPPING SLAB e. Q J } #. } I. Ti 0-A0.30 12 DOOR TYPE D-SILL 9 DOOR TYPE C-SILL 6 DOOR TYPE CH S SILL 3 TYPE 1 -SILL SCALE:--T DOOR SCALE: D 2 INCHES a SCALE: 0 1 2 G INCHES a SCALE: 0 2 G INCHES SCALE: 0. 1 2 INCHES a DRAWNBY:WRSIMWi MJlNY ® ® ® ® PROJECT NO:2022-352 3"=111" FOR INTERIOR DOORS SEE ID S H E P P H I R D ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS.CA 91302 J 310.670.9104 wills@she WX65mm FlBER CEMENT SIDING -FIBERCEMENTSIDING FIBER CEMENT SHINGLE FIBER CEMENT SIDING FIBENCEMENTSIDING row AESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL DHxxu-mens.ExrsAEaA FLASHING fl NAIL FIN FLASHING a NAIL FIN A-ESI'JE TAPE OVER METAL FLASHING 8 NAIL FIN 1W MINIMUM GAP,DO NOT SEA REP IN'MINIMUM GAP,00 NOT SEAL GAB FLASHING 1 NAIL FIN 114'MINIMUM GAP,DO NOT SEAL 1N'MINIMUM GAP,DO NOT SEAL - - SHINGLE METAL FLASHING -SHINGLE METAL FLASHING COIUNGOOORRAILS SHMGLEMET&FLASHING }E OF f20k SHINGLE MET&FLASHING ft. 1 V� WOOD HEAD TRIM WOOD HEAD TRIM COILING DOOR WOOD HEAD TRIM �ih INTERIOR TRIM(SEE ID) WOOD HEAD TRIM(SEE ID) Iy AN 1 _ G 1 +" EF. `W PDHESNE TAPE C111 METAL ADHESIVETAPE OVERMET& AOHESNE TAPE OVER METALLASHIfI FLASHING 6 NAIL FIN {1 G%�'A�T, ^� - FLASHING flNAIL FIN -' FLASHING SNAIL FIN ADHEITAPE OVER METAL FISHING B NAIL FIN —-.WINDOW METAL FLASHING —-—-—-—- -WINDOW METAL FLASHING --—-— -— ___ __ - -WINDOW MET&FLASHING -- --WINDOW METAL FLASHMG BEO+IMLSM O,I v&LVD,FLORID WINDOW JAMB COILING DOOR HOUSING BENSENUMBERPR 21.1ONTIE DATELOmA T ED x `nlN� nMEp TAMP sH_NSINTGXA OIBIrAL OEUED AAM T'noiNohsoM sDraE�LE�FI)FED r 01 ANI EI.ECTIMCCCPIEs. JAMB FRAME(BEYOND) TRANSOM(SEE SCHEDULE) D >YpleE 6Y - DOOR(SEE SCHEDULE) DOOR(SEE SCHEDULE) ONE.iSF.appNN I ON:C.I$, ErMII.s@Mepae.wm, WIliamR xpphNd o-BneR Amnd�GN.WRivn 202L-23 6G30:4T•W'OD' INTERIOR 1 INTERIOR - - E%TERIOR INTERIOR EXTERIOR INTERIOR "' EXTERIOR EMEMOR 7 SCALE B® 4 DOOR TYHEAD 1 DOOR TYHEAD O DOOR TYPE H - HEAD DOOR TYPE G-HEAD SCALE: 0 1 2 INCHES SCALE: 0 1 z A INCHES e 3"=1'-0" 3'•=1'-0" 3•'=1'-0" 3"=1'-D" COMPOSITE WOOD SHEATHING --- COMPOSITE WOOD SHEATHING FIBER CEMENT SIDING FIBER CEMENT 5101NG FIBER CEMENT SIDNG PIMP CEMENT SIO— SELF ADHESIVE MEMBPANE SELF ADHESIVE MEMBRANE SE&ANT GWB b S— RFP SEALANT GAS SEIF ADHESIVE MEMBRANE FLASHING Atlantic Beach FR-(PLASTIC SIMULATED PSWR PLASTIC SIMULATED T WOOD TRIM(SEE IDI ` WOODTRMI W.-TER.) OVERREAD COILING DOOR INTERIOR TRIM(SEE ID) GUIDE—ASSEMBLY TRIM(SEE ID) ADHESIVE TAPE OVER METAL DOORFRAME FILLETSEALAMBETWEEN DOOR FRAME _______ ______ _ _ _ _ FIASHINGBNAILFIN _ Atlantic Beach Country Club FILLET SEALANT BETWEENSEALANT SEALANT Phase 1 SELF ADHESIVE MEMRRANE SELF ADHESIVE MEMBRANE 8 DOOR FRAME fl DOOR FRAME T Const- uction Documents 1 WINDOW JAMB ASSEMBLY PAINTEDMT&JAMSTRIM 1600 Selva Marina Drive WITH WEATHERSTRIPPING Atlantic Beach,FL 32233 I DOOR(SEE SCHEDULE) DDDR(SEE SCHEDULE) REVISION NO. GATE DESCRIPTION 1 1241SD PRICING 2 2-10.232a DD PRICING 3 330.13 305 CO A S2Y23 EF—ET I I I INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR V E%TERIOR INTERIOR EXTERIOR I I DOOR TYPE H -JAMB $ DOOR TYPEINGES JAMB rJ DOOR TYPEINFE-JAMB 2 DOOR TYPE EEs JAMB SCALE: 0 1® II 3-1•U" 3.=1.D. 3"=V_0^ 3"_1._0'. G.L. PIP, I .^ 1 INTERIOR I E%TERIOR 1,J INTERIOR I EXTERIOR INTERIOR EXTERIOR _ J I I tJJ _ r n WIT.. BTRIM(BEY-O) I PSWT J&AB TRM(BEYOND) WOOD JAMB TRIM(BEYOND) O CLAD WOOD DOOR a I (BOTTOM RAIL) i Z DOOR SWEEPORSIMILAR DOOR SWEEP OR SItAILM TSILL PAN ��(W ¢I I xn[m O INTERIOR FLOORING i N EH SADDLE LOL SEALED CONCRETE THRESHOLD PEMNO HALF-SADDLE SEALED CONCRETE THRESHOLD THRESE HOLDLD Yj FLOORING FLOORING p a EMERIORTOPPING SLAB E%TERIOR TOPPING SLAB �••x � I IL 1 J --- 7. 0-A0.31 12 DOOR TYPE H -SILL 9 DOOR TYPE G-SILL 6 DOOR TYPE F- SILL 3 DOOR TYPE E-SILL SCALE:3'=1'-p SCALE: 0 1® SCALE c z 4 INCHES ® SCALE: 00 1® SCALE: 0 1 z® RNRJi NY " 3"=1'-0" PROJECT NO.:2022-352 FOR INTERIOR DOORS SEE ID SHEPPHIRD ASSOCIATES ARCHITECTS t ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 g 310670.91" vAI.S@she"e.mm FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT SIDING ISI ADHESIVETAPEOVERMETAL ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL s„wccrs.Eire¢as FLASHING 6 Nq0 FIN FLASHING B NAIL FIN OWE FIASHING 8 NAIL FIN GWB 114'MINIMUM GAP,DO NOT SEAL GWB 11I'MINIMUM GAP.DO NOT SEAL -f� 114'MINIMUM GAP.00 NOT SEAL SHINGLE METAL FLASHING SHINGLE METAL FLASHING f SHINGLE METAL FLASHING WOOD READ TRIM TI INTERIOR TRIM(SEE ID) •�• WOOD HEAD TRIM INTERIOR TRIM(SEE IDI INTERIOR-1.M E ) 1N000 HEAD TRIM ,`AR 1�2'J� ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL FLASHING 6 NAIL FIN T G� FlA3XING S NAIL FIN _ FLASHING B NAIL FIN EKED PQ - f WINDOWMETALFIASXING - WINDOW METAL FLASHING n WIND OW METAL FLESHING AS BEEN EIFLTRORM WINDOW JAMB WINDOW JAMB WINDOW JAMB _ '('� _LICETME OO OAIDA �roirRE PE"`no c EaREo sm,ED aro S—ED AND THE SIGNATURE MUST PE UEFIFIED w I ON ANY ELECTRq+Ic COPIEE JAMB FRAME(BEYOND) WINDOW UNIT(SEE SCHEDULE) JAMBFRAME(BEYOND) WINDOW UNIT(SEE SCHEDULE) JAMBFRAME(BEYOND) WfNDOW UNO(SEE SCXEOULE) NYIraTB alyned11 ON c.US,. E.xNII.S@NmPae.com, William R:]IeppMrN OO.o-sna�Wra I I AawdamacN.wduam R She Die gDE6ofl, I oR.wvem'Dn INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR II EXTERIOR 7 WINDOW®3-HEAD 4 WINDOWLE: TYPE -HEAD WINDOW®1-HEAD G.L. G.L. G.L. A 1 I I FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT SIDING GW6 SEALANT GWS Ste`_ - GWB SEALANT 3 WOOD TRIM(SEE ID) WOOD-1.(SEE ID) Atland Beach WOOD TRIM(SEE ID) INTERIOR TRIM(SEE 10) ADHESIVE TAPE OVER METAL INTERIOR TRIM(SEE ID) INTERIOR TRIM(SEE ID) LAAHN E TAPE OVER METAL FSXING BNAIL FIN ADHESIVE TAPE OVER METAL - - FI-ASIASHINGflNAIL FIN - - - BE FLSEA g3HINGANgILFIN Atlantic Beach Country Club ALANT V - -— LANT - _ SEALANT Phase 1 WINDOW JAMB ASSEMBLY WINDOW JAMB ASSEMBLY Construction Documents WINDOW JAMB ASSEMBLY 160D Selva Marina Drive Atlantic Beach,FL 32233 REVISION SILL BELOW NO. DATE DESCRIPTION -1111E- 1 SILL BELOW 13-02, SD PRICING II - 2 2-1'23 OO PRICING WINDOW UNIT ISM SCHEDULE) I WINDOW UNIT(SEE SCHEDULE) d 2033�SEPMIT 2121 PERMIT BET INTERIOR EXTERIOR - - - INTERIOR - EXTERIOR INTERIOR EXTERIOR ' I i 8 WINDOW TYPE -JAMB 5 SCALE: 0 1 2 TYPE 2-JAMB 2 WINDOW®1-JAMB 3'=1'-0” 3"=1'-0' INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR - EXTERIOR V i.. 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I RUNNER B SECURED WITH BOLT I ,!2'S.S.M.S. \ / I CLOSURE BOARD — ��PAINTEDSTERl n1�p,5 9 STIFFENERNER PAINTED STEEL 3B L— I J n SUPPORT STIFFENER SYSTEM MUWON fUAR, Y} WITH SGV /40 SYSTEM HEAD MULLION 1D �� 1 1 7 r E aGe B SYSTEM LOUVER Rf0 A CLOTTED INTO _ Ion ( VERTICAL MULLION sIEN xAS BEEN EIEC0.N.mwPCALLRv 111PRESSURE CAP DORATUREEnBE NVOT CONS aFN,HISprOM SIO =HED SIGrvED PNO SOELLED AND H041BNaT�UHE IAUSi BE VEP�FIED LOUVERRUNNERATFLOOR /' iC NarvY N i 9 PAINTED STIFF ( �4 aegnaEM SUPPORT STIFFENER MNMI BneppNir4 (BASESTIDSU HOLED FI SLOTTEDNTOLOUVER IXi:C=y5� 1 ! (BASE SUPPORTED) BLOTTED IMO EMin.s�elleo-ae.wm, (2)GS.M.B. VERTICAL MULLION WiliamR5Teglhrtl OE6app140 SYSTEM BASE MULLION 1 PROVIDE TIGHT FN bca.—,CN=Wlliem ALLOW GAP I WIN GASKET RRSh Pppf4tl fl FOR DRAINAGE b I I I ffi80523 Am l OF RDRA NAGE I SEW EN SUPPORTS ST OBJCtbW'00' I I BETWEEN SUPPORTS 1 CONNECTION STEELAIN L!i WITH SELF-WEIGHT - -�� PLANKFINISH FLOOR CONNECTIONT DEFLECTION LIMITED ® I WITH STD HOLES EXTERIOR INTERIOR TOL 11000 S.S.i'ORACKET 6'x4'xtM' s/ O I 12)S.S.M.B. SLRUNNER 8 SECURED WITH BOLT S/ 'I(� OTTED THROUGH BOTTOM OF —— — 1 1� FILL POCKET I WITH NON SHRINK GROUT S.S.EXPANSION BOLTS SLOPED FLOOR BLOCKING ABE TO REGEGSEO SIAB EDGE — I SLOPEDFLOOR LOUVER WALL DETAILS 1A 1 SCALE: 0 11 2® LOUVER PANEL DETAILS 3 1 D SCALE: o , z® 3A ADas y A0.33 i I ---- _ - `_J Beach\ I / t 2C -- . 4g 26 Atlantic Beach Country Club Phase 1 VARIES Construction Documents PER PLAN se 1600 Selva Marina Drive 4A TRUSS A0.33 r-fi yr Eouu EDuu EDuu r fi uz• Atlantic Beach,FL 32233 A0.33 BLOCKING 1I REVISION NO. 'DATE DESCRIPTION 1 GD PRICING 2DD TSG CEILING I 1-123 90°:CD 23 W%GO G1' 2B IND I I I i 3 330. BBRACNETB'x A"x11A"3LOTTEDTHRGUER 52123 FEP.MITSET TOP OF RUNNER 6 SECURED WITH SCREWS \ I / A0.33 SEE ID FOR LOUVER f PATTERN SPECIFICATIONS I I I I II I I I I I I II I I PREFABRICATED 1 LOUVER WALL II SYS EM I I PROVIDE SHOP DRAWINGS FOR RRCHITECTS REVIEW PRIDR TO 1 1 FABRICATION I BUILDING COLUMN A0.33 I I I I C/) 1 I J II I I I I I H I I 2G W II A0.33 uj f I I I I I D —FINISHED FLOOR PLANKS I • I I I I I I SLOPED FLOOR BELOW I o l I I I I i ai I I i i I 4A 0-A0.33 H 4 LOUVER PANEL 2A 2 LOUVER WALL acAE:o - "r SCALE: INCHES 2a SCALE: ®4 PROJECTN WR92-352 JlNY 1 —i-0' 1•=ftp^ PROJECT N0.:2022-352 4 SHEPPHIRD RrrEwDR EXTERIOR ASSOCIATES ARCHITECTS+ENGINEERS PlanINTERIOR 26580 AGOURA ROAD.SUITE los F'— WALL CENTERLINE CALABASAS,CA 91302 310.670.9144 FR Mil.s(3tsheµe i— I Ooa a SOFBUILT PER PLANS � 81DAO.B4 n�rttrvsaw Wtv s.AUNRns Excwffxs W? mart Is. 11 � I♦1 7' I p w a� COLUMN BASE GI F1G9 p SHADE HOUSING ABOVE • R' O�- pO _______� SHADE HOUSING '9 1. 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ON053:EXL FIEX%LMOx(Motaix 11 A�181M3ZT Heatlbaz//Gde GuiEes//Regular Bo11//OWIEe MODm(OrslM1eatll x SEE 4l0-A0.82 I WALL CENTERLINE 7 SHADE o TSCREEN GENERAL DETAIL SCCALE COLUMN BASE a o w --- SHADE HOUSING ABOVE Adandc Beach 9116-isTr314 WALL CENTERLINE O -SHADE HOUSING Atlantic Beach Country Club_ -_—_—_ n 1'IIT EO EO Phase t SHADE 211/t6' BHAOECABLEFLOORMOUNT Construction Documents CABLE HEM BPR 1600 Selva Manna Drive Atlantic Beach,FL 32233 GUIDE CABLE O REVISION 0. NDATE DESCRIPTION 112 0 22 SO PRICING 2 2-10.23 1 DO PRICING 3 330-23 90%CO CABLE FLOOR MOUNT 4 12323 PERMIT SET EXPANSION DOLT EXTERIOR TILE MORTAR BED SLAB cJ SHADE SCREEN -JAMB, BLDG 32 SHADE SCREEN-HEAD&SILL, BLDG 3 SCALE: ® SCALE: 0 1® - 3•=V-0" RE. E -..t INTERIORWALLCEMERUNE QSOFFRBUILTPERPLANS. z SEE 2/B-M. wCOLUMN SECTION AT TOP RAIL WTOP PAIL �/1SHADE HOUSING ABOVE SHADE HOUSING ...CENTERLINE w T 9116' 37 1' .L ® SHADE HEM BAR Vl IS w � fll2' ____ ----____ I Q 211116' _ ',1 BHPDE CABLE FLOOR MOUNT GUIDE CABLE W 1_NV CABLE I LL 0 I CABLE FLOOR MOUNT O E ERIOR GRADE WOOD X I BGREW EXTERIOR TOP RAIL 0—A0.40 6 SHADE SCREEN-JAMB, BLDG 4 3 SHADE SCREEN-HEAD &SILL, BLDG 4 SCALE Asidi U1 SCALE: 0 1 2 4 INCH B e SCALE: 2 INCHES 0 DRAWN BY:NR11 NY 3"-i'-0" 3"=1'1" PROJECT N0.:2022-35222-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SUITE 106 CALABASAS,CA 91302 J 310.670.9144 R91.S@Shepde tom 244 WOOD STUDS IF D.L. 2x4 WOOp STUDSQ I6'O.L. SPACING PER STRU TURAS SEE ALSO STRUCTURAL SEE ALSO BR2UCTURPL G WB BOTH SIpES GWB BOTH SIDES _,i GWS BOTH SIDES I N, Oi F"SHEATHING PER STRUCTURAL V _ R SHEATHING PER STRUCNALR I + SY FIBERGLASS BATT INSULATION + AR FIBERGLASS BATTINSUTATION 1 MINERALWOOL BATTINSULATIONAT EKED ARS SOUND WALLS WHERE OCCUR.FILL CAVRY. X.REN NAE SCEI—CTROMICAULYSIGIED GNATIIREEP MEDSCOP ESOFTNISING A OinrtAL rv0i co URIEMUSF BE VEEWNFIEO DN—ELECTPU+IC COPES. N1 Ing—U, ON C4S. RER INTERIOR INTERIOR INTEaIOR INTERIOR Estll.spIN1, e.rnn. INTERIOR INTERIOR Will—Will— xppN+OO-S.I E ftNAAecialv,.CN=Wfillivn R 56epphrtl Da4'aO2&05.23 OB96:WM'DO 7 WALL TYPE A13 WALL TYPE 0 WALLTYPEA01 ° I -I"B IINCHES B 3—VO 2 6wpoo STUDS 2x6 WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL GwB BOTH SIDES GWB BOTH SIDES AdandcBeach SHEATH W G PER STRUCTURAL Atlantic Beach Country Club Phase 1 MINERAL WOOL BATT INSULATION AT Construction Documents SOUND WALLS WHERE OCCUR.FILL cnvlTr. 1660 Selva Marina Drive Atlantic Beach,FL 32233 MINERAL WOOL BATT INSULATION AT REVISION SOUND WALLS WHERE OCCUR,FILL G.— N0, DATE DESCRIPTION 12-02.22 SD PRICING 2 2-10.29 DD PRICING 3 330.29 90%CD S2S29 PERMIT SET IL INTERIOR INTERIOR INTERIOR INTERIOR Jr WALL TYPE A112 WALL TYPE A02 SCALE: 0 1D 1 2 1 INCHES® SCALE: D 1% ® STUDS 2xB WOOD STUDS 2x8 SRU'ODTURAL SPACING PER STRUCTURAL SPACING PER STRUCNRAL //^^ v/ ^ GWB BOTH SIDES W FULL BRICK GWB BOTH SIDES a_ GWB MORTAR _ SHEATHINGPER SHEATHING PER STRUCU T—STRUCTURNL ...J T AIR GAP J MINERAL WOOL BATT COMPOSITE WOOD SHEATHING INSULATION AT SOUND MINERPL WOOL BATT INSULATION AT WALLS WHERE OCCUR. SOUND WALLS WHERE OCCUR,FILL FILL CAVITY. CAVITY. FIBERGLASS BATT INSULATION 2aB WOOD STUDS SPACING PER STRUCTURAL J INTEIIIOR EMERIOR INTERIOR INTERIOR INTERIOR INTERIOR 0-A0.50 8 WALL TYPE A22 6 WALL TYPE Al2 3 WALL TYPE A03 scAe 9=1'D SCALE: 0D 1® SCALE: D 1 z a INCHES a SCALE: D 1® ® PROJECT NO.:202244 Z�MJ�NY SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 28560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 8 310.670.9144 MIL.&h.",,pm 2.4 WOOD STUDSnxwrxn"ow SPACING PER STRUCTURAL 2x6 WOOD STUDS 2x6 WOOD STUDS s.Nlcvrt.�s.•LxseEE.0 SPACING PER STRUCTURAL SPADING PER STRUCTURAL 2x4 WOOD STUD _ SPACING PER STRUCTURAL GWB F.C.SHINGLE PANEL SIDING GWB F.C.SHINGLE PANEL SIDING r U0.g CERAMIC WALL TILE CERAMIC WALL TILE GWB SHEATHING PER STRUCTURAL CEMENTIOUS BACKING BOARD, CEMENTICUS BACKING BOARD r (2 BOTH SIDES [ A COMPOSITE WOOD SHEATHING COMPOSITEWOODSHEATHING �1 E6P .'� Jc MINENAL WOOL BATT INSULATION AT Lfr` SOUND WALLS WHERE OCCUR.PILL t}FRE $ MINERAL WOOL BATT INSULATION AT CAVITY. FIBERGLASS—INSULATION FIBERGLASS BATT INSULATION 50UND WALLS W MERE OCCUR.FILL CAVITY. FLONIDa U. paTE nUIaENI ARE NOT CONSOEPE SSIGNED AND IG 1U1B.1EC DN:C- I?NN�pReE by Ji 91,o1Pn�N DN:C=1R.'. EwnILS119saNeRae.cNn, INTERIOR INTERINTERIOR EXTERIOR INTERIOR EXTERIOR William R RnepphaU 0-5M1eI�Nhtl INTERIOR INTERIOR AesoHalm,CN=YAlllem R SNep,,v o 2948.05.23 Of�3EOj'OV 10 WALL TYPE 604 7 WALL TYPE B01 4 WALL TYPE A33 1 WALL TYPE A30 SCALE: D 1 2® SCALE: 0 1® SCALE: o I 2® SCALE: G 1® 3"=1-0" 3"=1'-0" 3"=1•-0" 2,6 WOOD STUDS - 2x6 WOOD STUD$ SPACING PER STRUCTURAL SPACING PER STRUCTURAL 2a8 WOOD STUD SPACING PER STRUCTURAL GWB F C.SHINGLE PANEL SIDING Adandc Beach CERAMIC WALL TILE CERAMIC WALLTILE GWB CEMENTIOUS BACKING BOARD. LEMENTIOUS BACKING BOARD Atlantic Beach Country Club BoI SIDES COMPOSITE WOOD SHEATHING Phase 1 Construction Documents MINERAL WOOL BATT INSULATION AT Atlantic Beach,FL 32233 sou"D WALLS WHERE OccuR.FILL - 1600 Selva Manna Drive MINERAL WOOL BATT INSULATION AT VITY. FIBERGLASS BATT INSULATION _ SOUND WALLS WHERE OCCUR.FILL CA CAVItt. t REVISION NOGATE DESCRIPTION 1 12-2 SO PRICING 2 2-1623 DO PRICING 3 33023 90Y.00 1 4 S2323 PERMIT SET INTERIOR — INTERIOR INTERIOR EXTERIOR INTERIOR INTERIOR WALL 1TYPE B05 B $ WALLITYPE B02 6 2 WAL�L_ITYPE AA33�1 B °�°"�"E ® 2' 26 WOOD STUDS 2x8 WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL _ r^ —WOOD 5FUD V J SPACING PER STRUCTURAL GWS 1,..SHINGLE PANEL SIDING W CERAMIC WALL TILE LL CERAMIC WALL TILE I� GWB CEMENTIOUS19ACKINGBD.13, CEMENTIOUS BACKING BOARD J = BOTH SIDES J COMPOSITE WOOD SHEATHING Q MINERAL 1NOOL BATT INSULATION AT MINERAL WOOL BATT INSULATION AT SOUNDWALLS W HERE OCCUR.FILL CAVITY, SOUND WALLS WHERE OCCUR.FILL CAVITY. FIBERGLASS BATT INSULATION INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR INTERIOR 51 WALL TYPE B06 '6o_~O X 12SCALE: G® WALL TYPE B03 3 WALL INCHES 6 �' SCALE: D 1® ORAWHBY:WRSIMW;MJrNY 3"=i'-0" 3"=1'-0' PROJECTNO:2022312 3-=V-0° SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 195 CALABASAS,CA 91302 J 310.670.9144 will.s@lsh.p ae.com 2x4 W OOD STUDS 2.WOOD STUDS 2a.WOOD STUDS s xv„yrtcrs Ixra.seas SPACING PER STRUCTURAL DNWDOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL ` SPACING PER STRUCTURAL I F.C.SHINGLE PANEL SIDING FRP PANELING 01 FZ CERAMIC WALL TILE CERAMIC WALLTILE • E 0 CERAMIC WALL TILE l l R. 9, CERAh11C WALLTILE GIP.WWL BOAAD I Y 71 � l , CEMENTIOUS BAGKINf-BOND SIB-CEMENTIOUS BACKING CEMENTIOUS BACKING BOARD GWB BOTH SIDES 1f EIP C-ENTIOUS BACKING BOARD BOARD AR COMPOSITE WOOD SHEATHING 1R'PLYW OGD SHEATHING. SEE STRUCTURAL. C � MINERAL WOOL BATT INSULATION AT StE ROS SOUND WALLS WHERE OCCUR.FILL REO A FIBERGLASS BATT INSULATION ENssF.E EEZLT E'MEl1HrsOiE HMA lfl _ CAVITY. I. UMIAR AB ':. AN. Tu.Eppn L mca EEUSTIIEEEANE DN uI EE E .O.P.EMusreF VBRIFIBE A ca�s��e4� ON:ON:C=U Sneppnire =LG. EerilLspeheµae.cam, INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR '— INTERIOR WIIIiam R 91"pI—I0-6happ'Otl INTERIOR INTERIOR ASwciNs,CN.Williun R Shellplmtl Dale:20TB.05.23 OB,.TOiaJO'00' Q WALLITY® 7 WALL 1� Pyr® 4 WALLITYPE INCHES B21 a SCALE: TYPE B07 ® � SCALE. u� 3•=1.0.. 3•=1._0•• 3"=V-0" 3"=1.13" 1 2xB Wo —US OODETDS z.e wooD sTuos -- SPACINGPERISTRUCTUURAL SPACING PER STRUCTURAL I SPACING PER STRUCTURPl F.C.SHINGLE PANEL SIDING CERAMIC—TILE CERAMIC WALL TILE CERAMIC WALLTILE CEMENTK)US BACKING BOARD W. -CEMENTIOUS BACKING BOARD Atlantic Beach Countiv Club COMPOSITE WOOD SHEATHING SHEATHING PER STRUCTURAL Phase 1 Construction Documents MINERAL WOOL BATT INSULATION AT SOUND wW.LE W NFRF CCCUR.FILL 1600 Selva Marina Dnve FIBERGLASS BATT INSULATION I LAVT'. Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 1 12-02-22 BD PRICING 2 2-1623 DOPRICING 9 33823 a0%CO 4 52123 PERMIT SET INTERIOR EXTERIOR INTERIOR r INTERIOR INTERIOR INTERIOR WALL D 1 2 P® $ WA: c 1® 5 WALL TYPE B22 SCALE: E t zINCHES a ® 3"=1._0" 3..=1._0.. 3"=V-O" I 2..5 WOODSTUDS DS SPACING PER STRUCTURAL 2A6 WOOD STUDS 2a.WOOD ST SPACING PER STRUCTURAL SPACING PER ER STRUCTURAL ui F.C.SHINGLE PANEL SIDING ^ LL CERAMIC WALLTILE CERAMIC WALLTILE CERAMIC WALLTILE } GWS GWB CEMENTIOUS BALKING CEMENTIOUE BACKING BOARD CEMENTIOUS BACKING BOARD J BOARD COMPOSITE WOOD SHEATHING PER SHEATHING PER STRUCTURAL Q SHEATHING sTAUL-fuRAL BOTH SIDES MINERALW L BATT INSULATIONAT SMNERAUND WOOL BATT INSULATIONAT FIBERGLASS BATT CAVITY WALLS W HERE OCCUR.FILL SOUND W ACLS W HERE OCCUR.FILL LAV INSULATION F `7 INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR 0-A0.52 )WALL TYPE B52 6 WALL TYPE B23 3 WALL TYPE B20 SCALE:3=,1 SCALE: D t 2 . INCH B SCALE: of t® SCALE: E t� DRAWNBY WRS:MW;Mai NY 3'-1'D" 3"=1'-0° 3"=1'-O" PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 8 310.670.9144 MI.6Q6Aepafi.com I ncs is 2x41N000 STUDS2A WOOD STUDS 2z6 WOOD STUDSP== SPACING PER STRUCTURAL SPACING PER STRUCTURAL SPACING PER STRUCTURAL FRP PANELING - r FRP PANELING BOTH SIDES FRP PANELING OF F GWB FULL BRICK '.j M00 PANELING BOTH BIDER rc fp 90 MORTAR SHEATHING PER - GWB BOTH SIDES GWB BOTH SIDES - IST STRUCTURAL .�I •' YAIR GAP I. yn AR3 i _ COMPOSITE WOOD SHEATHING MINERAL WOOL GATT INSULATION AT MINERAL WOOL BATT INSULATION AT fpFO ApG~ SOUND WALLS WHERE OCCUR.FILL SOUND WALLS WHERE OCCUR FILL FIBERGLASS SATT INSULATION CAVITY. CAVITY. .1 1c9HEPP.1..FL. f R .SWOODSTUDS oOCUAMFMEA ENGT coN OSFA o eGry p Ep SPACING PERSTRUCTURAL Ox Anv ELECTB Sn CGIOVES. T[ ` _ II wow+.g by WIOcmU 3BtPPxiN _ DN:C.U. INTERIOR EXTERIOR INTERIOR rN- INTERIOR INTERIOR INTEWlliamR ST'9PPYmd 0.6hRIOR - E^aiilW,*d ee.com, I- AaeciaMq'CN=Wlllam R ep ine D-20¢&85.23 pByptgg)'om 1 Q WALL TY® 7 WALL 1 2 WALL TYPE C01 WALL TYPE B53 4 SCALE: o I z® SCALE. s 1® 3–1 U" 3"=1'0" I. 2v6 WooD STUDS 2xs woop$TUDs 2x1B W OOD siuO3 SPACING PER STRUCTURAL SPACING PER STRUCTURAL SPACING PER STRUCTURAL FRP PANkLING FNPPANELING Beach BOTH SIDES CERAMIC WALL TILE GWB GWB BOTH SIDES GWB BOTH SIDES CEMENTIDUS BACKING BOARD Atlantic Beach Country Club Phase 1 IAINERAL WOOL BATT INSULATION AT MINERAL WOOL BATT INSULATION AT MINERAL WOOL BATT INSULATION AT Construction Documents SOUND WALLS WHERE OCCUR.FILLSOUND WALLS WHERE OCCUR.FILL SOUNDWALLS WHERE OCCUR FILL 1600 Selva Marina Drive CAv". cnvm. C.— Atlantic Beach,FL 32233 I REVISION NO. DATE DESCRIPTION 1 t2-02-22 3D PRICING E12PERMIT BET I I INTERIOR -- INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR 8 WALL 1 2 5J WALL 1TY® 2 SCALE:WALL 1TY B 2A WOOD STUDS SPACING PER STRUCTURAL rr^^ VJ FRP PAWNELING LLISL GWB BOTH SIDES J IS MINERAL WOOL BATT INSULATION AT I SOUND WALLS WHERE OCCUR.FILL CAVRY. INTERIOR -- INTERIOR 0-A0.53 6 WALL TYPE CO3 3cuff:' "p SCALE: 0 1 z 4 INCHES a DRAWNBY:WRS!MWlMJlNY ® PROJECTNO.:2022-352 3"=1'0" SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS I in 26560 AGOURAROAD,SURE 706 3Nr.PER sraucr DAIABASAS,CA 91302 ww[sM 8 310.670.9144 will.s@sheµae,wm 2rc6WOOD STUDS016.O.C. 2x0 WOOD STUDS MGI ANT CHANNEL MOUNTED z n Ewr.+�ws SEE ALSO STRUCTURAL SPACING PER STRUCTURAL TO STUDS ON ISOLATION PADS 2%0 WOOD STUD GW B a2 GWD rc2 SPACING PER STRUCT F.C.SHIrvGLE PANEL SIDING O2 FSO SHEATHING PER STRDCT R 9`9 i PLYWOOD S.—.. MINERAL WOOL BATT GWD I NO INTERIOR FINISH WHERE OCCUR.FILL CAVITY. Ai {7 INSULATION AT SOUND WALLS y COMPOSITE WOOD SHEATHING p ARE FRP.SEE ID �rfRfO PROa -STING CONSTRUCTION TRI I'll HAI D SEA3ED 61 wuuAM R SHEPPH P0.ROPI�n Ul—NUMB OR AP 11111 ON THE DATE is- o HOPiES GFTHSDIGITAL wUISRTA E OT CONSIDERED SIGNED orvAm ELECTRONIC COPIES IHEO OkSft xand by WIN am R.-- .N:C-UG.9neP- DN:C-UG. E.x111.z®ahgrae.[om, �5 INTERIOR ....OR INTERIOR INTERIOR William R SHepph.,d0.SD rpW RmV[IOpI.CN=Wilfarn R SneppnLd .23 BLSS'A T ansasam•00' O WALL 1 1® 7 SCALE: TYPEWALL TYPE C30 SCALE: D 1 2 1, 3"_T-0" 3.=7-0. 3.=�.0.. 2A4 WOOD STUDS SPACING PER STRUCTURAL- I W.BOTH SIDES Adantic Beach Atlantic Beach Country Club Phase 1 Construction Documents 1600 Se)va Manna Drive t antic Beach.FL 32233 REVISION NO. DATE DESCRIPTION t2-02-22 SO PRICING �2 2-1023 DD PRICING �3 3]623 SOY.CO 0 52323 PERMIT SET I 2 WALL TYPE C31 SCALE: D t 2� 3" 2rc4 WOOD STUDS SPACING PER STRUCRIRAL ff^^ Vl LL GWB C.PANELING W s Q I A Q s Pueuc BIDE S 8 0-A0.54 3 WALL TYPE C32 SCALE: =Q SCALE: 0 1 2 4 INCHES 8 ® R :WA6:MWi MJi NY P a 3"=7'-0'• PROJECTOJECTND.:1022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 1hCAIABASAS,CA 91302 FGSMNGLEPDNELGONG 1 �� FIBER GEMENT SHINGLE PANEL SIDING 310.670.9144 w41.S@shep-ae.Gom . NxJVGR GNEATWG—]1 I wweeea II Buuunw I I w>rEDE span�-t—> w«wsEe.EE� I I EATelaaNeAwNc II I I GrAmEN smlP I tx'GAP,DDNOT GLIIt BLOIXNGASNSD➢ I � l E OF F,Oq/_ �FUSHwG 1 R. a I� 1�Afl 1f1 t NR �i.� / PENEiFNiION 1 I �C%t��1V, � TfEREO AP•Da � v SIGNS IOA —Es.iNU GDARD `LICEN E"�srn P-218�s'r"�oartADi I $IV+1 FE.PE-ED coP"ITE's oFrNis ED rvD I =...1.E-NA' .ELe E-NANaE BE veaIDED nnorvm—ES Mu WALL FNNANG�y-a I .-F-i;P—GAP DMNeq 3y,phl WXAamfl 9Nepphirtl I FINISH FLOOR O-Sh l .s®Nepae.wm. W lliam fl 91'.gPh"G o-SneppWa Alarcie�s.'CN=Vlxem R Snepphetl - DAe�2�&oS29 N13R9897'OP 4 PENETRATION DETAIL WALL BASE DETAIL SCALE: D r a c F=s a SCALE: D 1 2® 3"=V-0" �______________-- _—_—_� Adandc Beach nortirawWnG -__ Atlantic Beach Count Club Phase 1 1—PT A9Rf E-nrF. Construction Documents ExrEwDN sxEAiNxG 16DO Selva Marina Drive Atlantic Beach,FL 32233 I REVISION MGDIABON NO. DATE DESCRIPTION WXENENEIYD I[-�flN.'4i'RIYfoL� 1 12-0222SD PRICING l z 2X521:DDPFBcixG 'GO%CD —3 I C 52129 1 PERMFTR SIT _ _ I I l I I 2 INSIDE CORNER DETAIL SCALE: D 1® 3" I � � I J II N—IDN 1 1 Q wXEaE X£09�� t— w ImERIwI SIiPA1XInc� � I I ExiEwaX sxEnixwc J II J II Q II II II �/ WOoOFNANING LL 0 tL _ X � I W s 0-AO.60 3 OUTSIDE CORNER DETAIL SCALE:==1•d SCALE: D® DRAWN BY:WAS/Myyf JINY PROJECTNO-2022-352 FOR INTERIOR TILE SEE ID SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 SHOWER RECEPTORS CAUAW,CAGOURA 91302 E106 CALARRSAS,CA 91702 SE INTERIOR WALLS OVER WOOD OR METAL STUDS Solid Backing 8421-18 a 310.670.9144 wllls"x" Som Wood or Metal Studs W245-18 INTERIOR FLOORS OVER CONCRETE Bonded Waterproof Membrane Coated Glass Mat Water-Resistant On-or Above-Ground Concrete F125-Full-18 Ceramic Tile ..E � Gypsum Backer Board Crack Isolation Membrane(Full Coverage) Ceramic Tile Ceramic Tile pF £� 41 E P.5�90 CELl"'50 IC TILE CERAMIC TILE !� TIOU5 AR1 CERAMIC TILE AT CEMENTITIOUS r�., CEMENTITIOUS BOND COAT s - CRACK BONDED BOND COAT N MEMBRANE WATERPROOF MEMBRANE ,NISITE.'ASBEE'Ebq, 1—ISMER OPTIONAL E, ? CONTINUOUS TO PULL HEIGHT NSE OR UMERA s„o„M»�.o;o„AL A WATERPROOF ND OF TILE ASSEMBLY .'ENT==Eq�sG„E MEMBRANE' E-GROUND SEA-EDANDTIIESIGNATUREMUSTBEVEAIMo SOLID BACKING °N"°"E`SCTRC'"CCDP'ES COATED GLA55 MAT TS' FLEXIBLE SEALANT "RSR;WATER-RESI5TANTDN:c.�sGYPSUM OUT JOINT wn;SRRppn eo`"sn°aoo�in'e"e.`°`D BACKER BOARD SLOPED REINFORCED MORTAR BED Axia.w cN-wluam R Sh,ppW WOOD OR METAL PEA GRAVEL OR m.uas STUDS r.. T "'9'` OTHER WEEP PROTECTION 'U5E OF A MEMBRANE 15 OPTIONAL, CRACK WOOD OR SEE MEMBRANE OPTIONS. CONCRETE 'ONE OR TWO SOFT JOINTS MAY BE WEEP HOLE5 COPYRIGHT O 2018 by Tile Council of North America REQUIRED(CONSULT MANUFACTURER) MEMBRANEI WHEN REQUIRED. COPYRIGHT O 2018 by Tile Council of North America SHOWER RECEPTORS, CURBS,SEATS,ETC., MUST BE PROPERLY WATERPROOFED AND INSTALLED TO AVOID WATER DAMAGE TO ADJACENT BUILDING MATERIALS.SEE COMMON SHOWER CONFIGURATION5 SECTION. COPYRIGHT G 20 18 by Tile Council of North America " Atlantic Beach C.—try CluV 5 TILE DETAIL W245_18 3 TILE DETAIL F125Fu11_18 TILE DETAIL B421_18 Atlantic Beach Country Club SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOTTOSCALE Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,FL 32233 INTERIOR FLOORS OVER REVISION D. DATE DESCRIPTION CONCRETE SD PRICING 2 2-1DTJ DDPRICING 9 3J0.19 90yo CD S23Yd PERMIT SET 777 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 SEALANT DEPTH BOD co T Expansion Joint EJ171-18 1/2 WIDTH BONDED CRACK ROUNDED BACK-UP ISOLATION MEMBRANE' WITH NO BOND TO SEALANT DEPTH SEALANT CONCRETE, ON-GROUND OR ABOVE-GROUND I/2 WIDTH ROUNDED BACK-UP 17) SOFT JOINTS" WITH NO BOND TO GROUT JOINT SEALANT COMPRESSIBLE W BACK-UP0 . . W WIDTH 4 TIMES °.a• EXPECTED MOVEMENT4' J CRACK COMPRESSIBLE COPYRIGHT O 2018 by Tile Council of North America BACK-UP MEOMBRA E WIDTH CTURER FOR WIDTH 4 TIMES "ONE OR TWO SOFT JOINTS MAY BE EXPECTED MOVEMENT REQUIRED(CONSULT MANUFACTURER) a COPYRIGHT®20 18 by Tile Council of North America a COPYRIGHT©201 8 by Tile Council of North America 0-A0.65 6 TILING DETAIL F122A 184 TILE DETAIL F125Partial_18 2 TILE DETAIL EJ171_18 SCALE P+P6ua SCALE: NOTTOSCALE — SCALE: NOTTOSCALE SCALE: NOTTOSCALE DRAWNaY:WRSIMWIMJi NY PROJECT NC:2022-352c c SHEIDPHIRD 11'MIN. 1 112"STANDARD ASSOCIATES STEEL TUBE TOP RAIL- ARCHITECTS+ENGINEERS PAINTED 26560 AGOURA ROAD,SURE 10619 CALABASAS.CA 91302 11/4'STANDARD d 310.670.9144 ALE@ehepae.com STEEL TUBE HANDRAILIGUARDRAIL POST Q 4'-0"MAX. manrff ruw p .,wunecn exc.�u < 1 114"STANDARD STEEL TUBEBOTTOMRAIL- PAINTED WOOD STAIR ASSEMBLY z tt ANCHORING CEMENT ,�E�OF PZ4 m L 1L'p o Z 2 112"STANDARD "`K.'P IY C7 STEEL SQUARE r @1f -ffiu, SLEEVE-WELDED WITH AR142 y 114"STEEL PLATE AT BOTTOM oiEi m :`W_,_ ;..a O FC STEREO eAR"a"7 TOP OF FINISHED CONCRETE 'R1"IS-21"n E EE�°aEA:AvaTaEosaTw AH �G oFTGII RE RIMEoCONSIPMED VDNEDMD CONTRASTING COLORED ? MANIECECTA011ccOwEs. sreavERIREo EMBEDDED SAFETYNOSING aRa MG = 15pmi eroned er Dnamasneppmm : 2,N �well.siBehePae.wm. MI d William R 5B1appF"*d 0.6net CN-William EDGE OF SLAB- R Sn-- WHERE OCCURS anaz3 FELD J7 CONTRASTING COLORED EMBEDDED SAFETY NOSING 4"MIN. ECTIONS ANTYP. SMOOTH- TYPICAL nWc 4 LANDING TREAD DETAIL GUARDRAIL HANDRAIL DETAIL SCALE: O flat SCALE: O 1 x 4 INCHES e 1 114'0 STANDARD STEEL PIPE HANDRAIL-PAINTED WALL BRACKET Q 4'-0'MAX. 4,•p'49 12"MIN Adantic Beach of Atlantic Beach CDunt[y Club o ; Phase 1 1s" w w Construction Documents s-• Sim � 1600 Salva Manna Drive LANCING 3.7 A antic Beach,FL 32233 REVISION N0. DATE DESCRIPTION if STEPS [_1 1 1z-az-zx SD PRIC NG FACE OF WALL FINISH 1 2 2-1x29 DD PRICING 13 MIM9aX CD 11/4"0 STANDARD 4 E-23.23 PERMIT SET STEEL PIPE HANDRAIL-PAINTED TREAD-12' A.TOP OF RAMP TOP/BOTTOM OF MIN B.BOTTOM OFRAMP RAMP NOTE: WELD ALL CONNECTIONS AND GRIND SMOOTH-TYPIC I 5LANDING TREAD HANDRAIL DETAIL 2 HANDRAIL E HE. IS ON DETAIL SCALE: 00®6 'y SCALE: o x® 1 1/2"=1'-0" 1 112"-1'-0" Cn J FACE OF FINISH WALL W 1 112'0 STANDARD STEEL PIPE U JF1 112" HANDRAIL-RETURN ENDS TO WALL- Cl) PAINTED c WALL BRACKET AT 4'-0"O.C.MAX.-WELD w TO BOTTOM OF HANDRAIL AND ANCHOR �--- TO CMUICONCRETE WALL WITH 2-112"0 X EXPANSION BOLT W NOTE: WELD ALL CONNECTIONS 00° Oro AND GRIND SMOOTH-TYPICAL MZ `s 3 0-A0.72 s 3 HANDRAIL ONLY CONNECTION DETAIL SCALE: a SCALE: 00 1® DRAWNBY:WRSIMWIMJINY 3"=1'-0" PROJECT NO.:2022452 SHEPPHIRD 1•-5° ASSOCIATES ARCHITECTS+ENGINEERS 2 3l8" 26560 AGOURA ROAD,SUITE 108 2 5/B" CALABASAS,CA 91302 4A d 310.670.9144 Mls@Shepae.com AG.73 wxrss ADDASTRAGAL '1F�� mmn rm 2 5/8• 2A AD.73 1E OF f2 pq ADD ASTRAGAL 1 AR E o;� frERED Plica�r -1111 H"CIEN .W.I ZN m E.limn SIGNATURE�HTEDCOPIESDI'THIS MTHE SICNEROT T'RE MIDERED UST fiE�VERIFTIED OH ANr EGTRONIC COPIES. DkIIM YgneO by ON:Drv: C.Ft el,TyWI'vtl c.5,: Eyvllrs�ahepee.com, William R�eopllrtl o.6nepgSa R Sh,ppmlivppmON=VhOiem R tl DRINK RAILING, tlalc-2�.GS23 WHERE OCCURS )F Tl.4B.97'0a' A B I SKIRT RAIL 1 I I CONNECTION TO POST I TOP RAIL C 1 I I I 2xa SKIRT RAIL I F I I I I , F I I I I I I I I I 1 I `1111 I F � I I I I I I EG EO 4 !9 +S I I I I I I I I I I I 4 I I 1 I I I I I I I I 7 vz• I I I I I I x6'STRUCTURAL POST POST WRAP ALL FOUR SIDES Adantic Beach cUL,y Club- C I I 1 ASE TRIM �- Atlantic Beach QOUntrr Club ti Phase 1 \\ N \ Construction Documents 1600 Selva Manna Drive ROSETTE PATTERN Atladc Beach,FL 32233 a6 28 Ao 73AU.73 REVISION 4" 4" NO. DATE DESCRIPTION 12-Gb22 SD PRIDING 2 biLL23 DD PRIGNG 3 3/8" 3 :3623 BBX cD 52123 PERMIT SET A B 3COLUMN B#`DETAIL COLUMN A DETAIL SCALE: o z 4 INCHES 16 SCALE: o z e®6 EXTERIOR INTERIOR ® 1 1 112"=V-0" 1 112"=V-O" DRINK DRINKRAIL RAIL CURB n, _l OR = RAL CHAMFER DRINKK RAIL - r _ EDGING — _ _ TDP RAL S SKIRT RAIL _IT SKIRT RML I EIRACKETS FOR RAL -1 RAL V1 � POST BEYOND 5/8" 0- 518" W la" +5/8" 0 s 0'-91/2• J c 0'-10 318° Q D 2A W 4A F r,�5' C 77 ,12' 1'-2318" 0 W X a z 4B213 0-A0.73 rJ SRAELING®6PETE'S TURN COLUMN®ION DETAIL 2 COLUMN 6 SECTION DETAIL SALE:,,z-lam 4 SCALE D z 4 8 INCHES 16 ® DRAY,NBY.WRSIMWIMJINY 1/8"=1'-0" 1 112"=l'-O" 1 1/2"=1'-0" PROJECT NO.:2022352 SHEPPHIRD c ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 ❑ — CALABASAS,CA 91302 j 310.670.9144 will.s@lshep-ae,com POST aAvmlErn ErwaAsa> CONDITION CONTRASTING LOW WALL 21b u 11? EMARKNGESSTTRIPE ON —1 CONDITION TOP TRIM BOARD 04 F CDT TO SIZE WOODORPSWDTRIM I PAINTED FIBER CEMENT BOARD TnC�W� 11'MIN. :f SOLID PLASTIC RISER —1 r``Wfp ARCA\ FACE SOLID PLASTIC DECKING TREAD ss atEp 9YwIUIaNR511EPPHIRDgRoµpa LWENSE NUMBER AASo2p5a6�TQ DO EI KOP'ES OFTH 5 FLUID APPLIED CONI—E-ns—SIDERE$TSBCE,NED¢� WATERPROOFING SOLID PLASTIC RISER 50=n F1EL-1:1COVIES Mu IF LAYER.SEALOFLE%OR FACE MPROVED EQUAL SOLID PLASTIC OECgNG D`glMp aglAtl M TREAD wlnamflffiIeppDira ON:C=U3. �2 _ E..cill.shepae.mm, Fp Wllism R BHeppNtl�I�CN=Wllivn N L — R Saelpw 11-711171 WN'iaYE,0i23 II II III 111 111 111 1II—III III I III III�I R39564'DD' III; III I I II _III -11 III=111 III III 1111 „III=1111 III;III III, III I 4 RAILING&STAIR DETAIL-PETE'S TURN 4 SCALE: 00 2�6 1 112"=V-10" RAILING&STAIR DETAIL- PETE'S TURN SCALE: 314"=1'-0° Aulandc Beach Atlantic Beach Country Club Phase 1 Construction Documents 1600 Solve Marina Drive Atlantic Beach,FL 32233 REVISION SOLID PLASTIC DECKING NO. DATE DESCRIPTION LANDING 12 -22 SO PRICING 2 2-1023 ED PRICING 3 IS— 90%CD 4 53323 PERMITSET Sim A07 y 1 1-HR FIR NOT ED STAIR STRINGER PER STRUCT—� I E RATING , I I I v/ SOLID PLASTIC RISER I I FACE I I 1 w � SOLID PLASTIC DECKING I l TREAD _ _ _ l l Q l l l l Z PAINTED FIBER CEMENT I I BOARD I I J I I Q I I I I Eg I I E I I I I Q I I of I I N l O l ' � l w III—I — - x -III 1-III—III III-1 I 111_111 I III— III—I I_I L--III III—III III III-III III-III I I I-III I II I III I 11-111 III-11 LI 11-111 III 11111111111 w III-III-III-111 I- -III- IIIIII-11 - I_I I—I I—I I—I I_I I—I -11 L—I I—I I—I I—I I—I L—I —I —I I—I I I-111-111_111—III—III—III-1 III—III-1 =11I' - III�IIITIIL IIIT111- SII IIII VIII -11111111IIIII IIIII�IIIII VIII IIIA VIII VIII VIII 11111 11111 lllll�lllll 11111 lllll�lllll 11111 11111 11111 lllll�lllll 11111 lllllllllll 1111 lllll�lllll 11111 11111 lllllllI�I 111 11111 1111.1 3 CALF: G®DETAIL-PETE'S TURN 2 2 SCALE: G&STAIR DETAIL-PETE'S TURN 3 O_AO.174 3!4"=V-0' 314"=1'-O" SCALE:asa 11, DRAWNBY:WRS!MWiMUINY c PROJECT N0:2022-352 u� SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 265ED AGOURA ROAD,SUITE 106 CAIABASAS,CA 91302 310.670.9144 wdIB@Bhepae- 1 � Ao7 E OF F804 SHIN DIED WALLS SHINGLES ON SIDE PANELS t R' O WALLS I � I I I F y AR�II r,� RED K El esNEPPNIRDSFLoq DR 1 p SO DTNISO 6rtu 1S S #UMEM 03 �EORONI IE COONSER'cD 11'U'ES 111T 6�vERFED TOPOOL MERCHANDISE I 1)IpW.1 pnatl by OIEPLAICASE DN:ON::BIn RBDappRrttl E-wIII'gpa Pae.wm. William R 9laapphrtd 0.3Repgve Aeeociapa,GN=Wllllam GATE I Dae'BABB..D5.23 ~ 4BB;95R69T'B V LE ECTRIC CLOSET u d FIRE RISER CLOSET w UPPER OUART E COUNTER II ACCESSIBLE OUPRR COUNTER 66716• LOCKABLE CABINETS I POWER/JACK FOR PHONE i ` 253116' , POWERFOR DISPLAY CASE FOR POINT-OF-BALE R RETAIL GOODS (IPAD 6 CHIT PRINTER) I I AO.7 4�2 —— — ._ — — —�_—— Oi_MCH FIRST FLR�1 I I p•-p•V - 3 I ///,,, 3'-]114' T-0• 3'-]1N' TO PARKING LOT - 10'-]1/! TO POOL Atlantic Beach— I -AFP Atlantic Beach Country Club Phase 1 WALLS BELOW COUNTER 34•A.F.F. I 2 POOL CHECK-IN -ELEVATION NORTH Construction naDnvets 160D Selva Manna Dnve ]Ove• SCALE:, Atlantic Beach,FL 32233 _b 34"=V-0" REVISION 31111 N0. DATE DESCRIPTION 6D 718' t@SO PRICING 2 2-1.123 Do BO%CD INC LOCItASLE CABINETS 3 }30.13 90%CD 4 5-2}23 PERMIT SET - 3 GATE LI.T{� ` [ Ll gll�F,II{ -FIRE RISER CLOSET ELECTRICAL CLOSET------- U) GATE BEYOND� � J �l W POOL CHECK-IN ENLARGEMENT Y SCALE: D® 0 112"=1'-0" m O ACCESSIBLE GUESTCOUNTER W PAINTEDCEMENTBOARD Q 2'-2 SIB' 2-8118' 4' U PAINTED MARINE GRADE PLYWOOD15. L.L s p 01_MCH FIRST F— a _ I _ w V5'-5518' T 6'-1718' e'-1 i16' 5'-5518- x W 3 POOL CHECK-IN -ELEVATION EAST 4 POOL CHECK-IN -ELEVATION WEST s SCALE: ® SCALE: 3/4"=V-0" 314"=V-0" E 0-A0.75 SCALE:n,;waee DRAWNBY:WRS!IJA MJINY PROJECT NO.2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS RECESSED CIE.LIGHTS 1.] 26560 AGOURA ROAD,SUITE 106 POWER FOR IPAD. CAtABASAS,CA 91302 PRINTER&P—E j 310.670.9144 w111.5@sh,,"S— 1ACKFORPHONE 3511Y 3fi' 3610 5' rx�sM BHINGLESON SIDE WALLS QUARTZ COUNTERS NwM PwoB I-. - PANELS TO CERING L O _ s.uururtns.E,K.r�ax LOCKABLE CABINET ^— I UNDER COUNTER-I! y11 3j/`fr W I.EESPACE 1!"11 pRV' II a 1' AS I �ti�� 1 i ! 01_MCH FIRST T�FRfJ PPR��Sy snEM x&SBEEx EIeLmOrvILULp5F1 PDA 21' 603!1• _1 2<1,<• 1 m GNATEL11111—RE-111—TIE DATE PE PRMOLCOPIIESSINGA IGrtPL MUSTBE—Fµi D ON AMY E-110NIC Lov E5. 2 POOL CHECK-IN- INTERIOR ELEVATION SOUTHBeEY SCALE: Wlmam Re^ 11. ® ON.C-IIS: ow1iL1@Nepaeswn. 314"=1'-0" Wiliam R wmphmao-snad C N-wiiiam R—pp s• R SNap 4- pYa2P23,05,23 0&90,184TOV I r L LOLNABLE MERCHANDISE LOCKABLE CABINET- DISPLAY CASE - } QUARTLLOUNTER Adantic Beach -�L LOCKABLE CABINETS Atlantic Beach Country Club PAINTED CEMENT BOARD BORDER } Phase 1 PAINTED CEMENT BOARD BORDER BEYOND Construction Documents PAINTED MARINEGRADEPLYWODD1600 Selva Manna Drive t D7MCH FIRST Atlantic Beach,FL 32233 „I PRESSURETRAEATE D _ _ _FL"R—� 0-rt `� REVISION NO. DATE DESCRIPTION 12-02-22 SO PRICING a PAINTED—PSWT BASEBOARD 2 2-1 S DD PRIDING 3 3.3023 90%CID 3 POOL CHECK-IN- INTERIOR ELEVATION WEST 4 5-2323 PERMITSET IJ SCALE: TOE KICK QUARTER ROUND 314"=1-0" 01 MCH FIRST /f♦ - _ FLR AB.] ■� 1'-6' 1'-9 V2• 3'-OTIE' 2'-0' Sur a-mra• Y-3• 2'-2111' 2'-2— PO2-3• tn• ve O�L CHECK-IN-SECTION 1 : 00 2�JJJ I 1 112"=1'-0" J J LOCKABLE MERCHANDISE w IIIr DISPLAY CASE Q I w LOCKABLE CABINETS MARINE GRADE PLYWOOD 1 O w CEMENT BOARD BORDER O r BASEBOARD c W 01_MCH FIRST OFL 2-2vY Y-2" 2'-2' 2'.2• p. PERSPECTIVE POOL ! rJ BREEZEWAY COUNTER l 4 POOL CHL CH®- INTERIOR ELEVATION NORTH Q-AO.76 3w=V-0" SCALE:o,m5w w DRAWNBY:WRS!MWIMJ;NY c PROJECT NO,20223:. SHEPPHIRD RIDGE CAP PER MANGE ASSOCIATES STANDING SEAM ROOF ARCHITECTS♦ENGINEERS G.L. STANDING SEAM ROOF METAL CPP GL. 26560 AGOURA ROAD,SUITE 706 FLASH—AND CALABASAS.CA 91302 HTSAM 2a SHAPED DRIP EDGE EXPOSED 6,,PURLIN METAL RIDGE FLASHING ROOF UNDERLAVMENT J CLOSURE BLOCK g 310.670.9144 wills shepae.— SEE LAYOUTARCH CTIDN EACX 910E v..cs I SHEATHING AND—ERS FOR LAYOUT MEA STANDING SEAM ROOF T.O.SHEA HING PER STRUCTURPI _ _ __-___-_ SHEATHING OVER EXPOSED 21I DECKING CONTINUOUS HTSAM UNOERLAYMENT PAINTED J TRUSSASSEMBLY CONCEALED sw me-,aeam�us FASCIA BD SEE STRUCT 1 ELECT.CONDUR —PLYWOOD SHEATHING WHERE OCCURS OVER 2X DECKING PAINTED METAL PER STRUCTURAL rwvA,T FLASHING T.O.TRUSS �� OVER HTSAM EDGING 'I "'' W.R.B. �l„„< FIBER CEMENT SIDING WALL FRAMING AR-1 ^ PND UPLIFT .LIPS 7.C ��'� ' PER STRUCTGRAL 1 I `.N;"Awl1 Ir �� THISITEMNA6BEENEIE 21"C"'SICKED NOTE:RAKE CONDTION - EALED BV WILLIAM R.SNEPPNPO,FLORIDA SIMIWi sE nuMBEH AR tPsSBS On THE DATE WINE STAMP sxowN USING A DIGITAL y WOOD BEAM PER STRUCTUFtAL ONATURE.PRINTF.COPIES OF THIS IT f ON ANv EI.ECTBOwIC COP e5 MUSTSBE VERI�D 7 PHASE 1STORAGE SHED-RIDGE e-Npnetl lW W%IIwB�epphirtl 1 1/2"=V-O" Ew111.a�M1eyae.wm, W Iliam R 91eppFwd o"fineptktl PHASE 1 -BAG DROP-RIDGE RSh-PpGCN=M11iam 1 R SReppmtl SCALE: 6 2 a0 2 4 6 INCHES®6 Owe,8Hr.2a x�.46ar6B• T-6' STANDING SEAMRDDF PHASE 1 -YOUTH PAVILION-RIDGE @ VAULTED GL 5TANDINGSEAM ROOF I 4 CEILING SHEATHING PER STRUCTURAL SCALE: 0 2 43 2 4®6 ROOF UNDERLAYMENT 1 1/2"=V-0' 1 SHEATHING.ER EXPOSED Ex PECKING METAL I DRP.1 G.L. EXPOSED AND SHAPED !1 HEMMED ROOF RAFTER EDGE I CONTINUOUS EXPOSED 1 2,SHAPED -�CLOSURE PAINTED RAFTER CLOSURE BLOCK BLOCKING FASCIA STANDING SEAM ROOF EACH SIDE (e 1 NIETAL FIBER GEMENT SIDING I CONCEALED / } / GRIP— ROOFUNDERLAYMENT ELECT.CONDUIT HEMMED -�- W.— WHERE OCCURS EDGF I I SHEATHING OVER EXPOSED BEAM PER STRUCT t I/ - - -- - C.DECKING -p.p T_O.COLUMN Beach f 1 PAINTED - EXPOSED STEELSAppLE /-'moo Atlantic PAINTED STRUCTURAL TRUSS PERSTRUCT PHASE 1 -STORAGE SHED-EAVE M°AP j I 8 Atlantic Beach Country Club__SCALE: D 2®6 —EDGE METAL I Phase 1 1.2 11/z=r-D" • ff GUTTR PLATE LINE L�-JI COMPOSITE COLUMN Construction Documents SYSTEM STEEL COLUMN W� a Marina DrivePER—U.T Atlantis Beach, FL 32233 I REVISION I I BE N0. PATE DESCRIPTION IUT SEE STRUCT T 1002 2-10.23 DDO RILING H N / D PRICING A- 2 3 130.23 90h C0 SEEE STRUCT 1 4 —23 PERMIT SET BEAM SADDLE Z PHASE 1®6ROP-EAVE CONCEALED SEE STRUCT ELECT.SERVICE AND CONNECTION 1 1/2"=V-C" --- -- -- T.O.C. D BUILT-DP PAINTED W00D RETRACTABLE SHIRT ASSEMBLY MOTORIZED II11I�� SHADE LJ CO.POS E C LGMN I EXPOSED SPTEELCDLUMN I BEAM TO BEAM ER STRUCT SADDLE - CONNECTION SEE STRUCT PHASE 1 -YOUTH PAVILION-EAVE @ VAULTED BEAMFERSTRUCT 1 I ill CEILING PAINTEU I / �� 5 SCALE: R 2 4® STANDING SEAM ROOF TEEL SUCT PTEEL SADDLE 1 112"=1'-D" /� ROOF UNDERIAYMENT EE TYPICAL fl r G.L - S I EAVE DETAIL Q SHEATHING OVEREXPOSED OR INFORMATON 2F DECKING NOT$NO" LL EXPO SEp AND SHAPED O TRUSS WEB I �ROOFRAFTER 1 O r - (WHERE OCCURB) - KING PO• IWry CC RE OURSI ui f I LOW PROFILE ------- - - --_ tl FINISH GRADE M KING POST LOW PROFILE JUNCTION BOX + PER STRUCT I FINISH GRADE O I JUNCTION BOX TRUSS O �J CHORD EILING BEAM CEILING VJ PAINTED PER STRUCT BEAM !^1 LIGHTING STEEL SADDLE I LIGHTING FIM17 I..L PAINTED METAL PER STRUCT PAINTED EL SADFIMGRE W __ STEDLE END CAP,TYP. PER STRUCT I W CEILNGBEAM �. PER STRUCT T7 LOUVERED I KMG POST g j SCREEN WALL P ERSTRUCT PHASE 1 -YOUTH PAVILION-RAKE VAULTED O-AO.H 1 6 CEILING 3 PHASE 1 -BAG DROP- EAVE AT BEAM SCALE:11,7=1 —^ SCALE: ®6 SCALE: D 22 4®TE DRAWNBY:WW WJNJJNY 1112"=1'-0° IIS-V-10" PROJECT NO.:2022-352 SHEPPHIRD G.L G.L ASSOCIATES ARCHITECTS+ENGINEERS METAL RIDGE FLASHING METALRIDGEFLASHING 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 METAL STANDING SEAM ROOF -METALSTANDINGSEAMROOF )310.670.9144 will.,QshEp—,o. HTSAM UNDERLAYMENT HTSAM UNDERLAYMENT wNcsrs PLYWOOD SHEATHING PER STRUCTURAL PLYWOOD SHEATHING PER STRUCTURAL R�nman 1 1 - sws 1 EarHmTac ESP I F.OiF(O I(� s . •,AR 1�1 �TERED ARG Tws meu xas aEFry ELEcmomuutr sc"ED U—SE rvUIQER:w x,11 ONE;HE DATEDaIDA T.0 C. I SPRAY FOAM INSULATIONDPMUp N15 9NT1— / A NT ES U— E AIIIE NDTCON3mERED SIGNED AND TRUSS ASSEMBLY PER STRUCTURAL .Y AN aDSIDNA�nF uusr sF VERIRFD ♦ i vELE ni c MF",K!by Vrmam R Siep— DN:C=us. e- nenee..Am. William R Stlepphrztl O-6haSheep AIaIw.0N=vAOIMN PURLIN PER STRUCTURAL R SNeppbha pain 2023,D5.23 TRUSS ASSEMBLY PER STRUCTURAL rJ PHASE 1 -BLDG 3—SOFFIT3 PHASE Al —BLDGf3-RIDGE @ VAULTED CEILING PHASE 1- BLDGCHES13—RIDGE @ ATTIC SCALE: '1 1/2"=1'-0" T 112"=1'-13" 1 112"=i'-D" G.L n - -- + METAL STANDING SEAM ROOF METAL STANDING SEAM ROOF PAINTED WOOD TRUES HTSAM UNDERLAYMENT HTSAM UNDERLAYMENT SEE STRUCT PAINTED WOOD Beach ROOF RAFTER OLE 2.DANKINGING I —A DS-NAILENG (WHERE OC OVER 2x PLANKING SPRAY FOAM OVER GANG-NAILED 2'6' � ROOF INSULATION� _ (WHERE OCCURS) L PER STRUCTURAL TRUSSES PAINTED WOOD i I Atlantic Beach Country Club PREFABRICATED CLOSURE GANG-NNLED OPEN F-D WGH SHEATHING - J ROOFTRUSSES Phase 1 LOUVER SYSTEM AN_FURRING - L_ I PER STRUCTURAL TRIM AROUND Construction Documents TRUESCHORDS •1 ADDSHEATHING -- i FOR SPRAYFOAMPAINTED METAL GUTTER 1600 Selva Marina Drive INSULATION Atlantic Beach,FL 32233 BACKING REVISION CEILING BEAM SHEATHING NO. DATE DESCRIPTIDN I I SEE ST LOT FOR MECH SPACE WRH b 5' I (WHERE OCCURS) 1 12-DZ-22 ED PRICING 82'PLY 2 —3 DD PRICING FURRING STRIPS ')' 3 —3 so%CD 1 @2A VERT' --_PLATE LINE _-- PLATE LINE 5212] PERMIT SET ER RUNNS -- I I � -� zr 210 WOOD FASCIA IN CEILING WHERE OCCURS 1 PAINTED WOOD P - LANK SOFFIT D.S.(WHERE OCCURS) -- A M1 I .....__ _ 8• 2..5- . . T.O.GOLUMN 1 METAL STANDING SEAM ROOF BullBUILT-UP ITSAN UN EPLAYIAENT PAINTED WOOD I I �4CONCEALED I PAINTED WOOD 1 SKSKIRRTEDWOOD T ASSEIABLY ySKIRT ASSEMBLY CLOBURESOARD 1 I ELECT.SERVICE ',{ OVEJADSHEATHING F1 AND CONNECTION FIBER CEMENT 510WG 1 •, PERSTRUCTURAL BS U RETRACTABLE MOTORIZED SHADE J j I -- --— Q w p GANG-NAILED EXPOSEDAND TRUSS SYSTEM TRUSS SYSTEMs7tm LL I i „ I . -—- PLATE LINE ~ O -- --- -- -- --------i O '-f0• I I ALIGN SHEATHMG 0, T.O.SHEATHING E PAINTED WOOD I i.., _ .... W TRUSS I PLATE LINE I.. i O PAINTED—AND I —-- fl U) OVERS AROAND TRIM I w -- ----- --T.O.COLUMN W GANG-NAKED TRUSS MEMBER (—RE OCCURS) EXPOSED TRUSS I h MEMBER (WHERE OCCURS) CLOGURE WA I- -4—-- STEEL COLUMN I COMPOSRE COLUMN PER STRUCT I ) WRAP �i 0-A0.82 6 PHASE 1 —BLDG 3— EAVE 3 S 16 4 PHASE ALE: Al —BLDG 3— EAVE @ VAULTED CEILING S 1E 2 PHASE 1 —BLDG 3—EAVE @ ATTIC SCALE- SCALE CALE PROCHES 15 JECT NO,2022-352 NY 1 112"=V-0' 1 112°=1'-0" 1 112"=V-O" SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 1011 CALABASAS,CA 91302 8 310.6!0.9144 Bill.,@shepae.ecam ..uw..1L.-n.�xauffls I , - STANDING SEAM ROOF _ — BAR FINISHES.SEE ID .�E�O� F�G _j SHEATHING PER STRUCTURAL 1 90 FINISX FLOOR DECKING BAR FLOORING.SEE ID DECKING SLEEPER JOIST .t/AR E]25R\l IAI PLATFORM Ex EIEC,RONICALLY e"NED ARR ORM IDI SLEEPER JOIST SEALOFLEX WATERPROOFING OR HE Do art R APPROVED EQUAL IL BAR PLATFORM RIM JOIST BAR CRICKET 112:1?SLOPE W1 W 11EIT IRE NOT CONSIDERED g 1WAND C BASE WATERPROOFING sOEAWN.1E mor Ic io>Ies MusTeE vFRIRED SLOPED FLOOR NAILER SLOPED EUSFLOOR 118":,2"SLOPE CUT TO PROFILE M��'� DN:C.UB E-will,S�aneP++�I. 1'-s,12• � William RSrwppMrE osnePcprE Ase+ci+�CN.wniam R ShepduN Dm+-R�&DS23 p8:]fl:@PfOP PHASE 1 -BLDG 4-BAR WALLS TO SUBFLOOR, 3 SECTION A INCHES B PHASE 1 -BLDG 4-RIDGE SCALE: 0 2 eo A INCHES 16 1 112"=1,-0„ I LTJ CONNECT OUTLOOKER TO STANDING SEAM ROOF TRUSSPER STRUCTURAL I _ SHEATHING PER STRUCTURAL OUTLOOKER WIDTH TO MATCH EXISTING Atlantic Beach Atlantic Beach Country Club Phase 1 RooFTRussEs T6c cealNc + Construction Documents TOUNGEBGROOVE CROWN 1600 Selva Marina Drive —— MOULDING — —— —— ———— ———— Atlantic Beach, i 32M POWER ———— {MATCH PROFING COVE CORNER TRIM BEYOND PROFILE) REVISION 2X12TRIMBOARD NO. DATE DESCRIPTION 1 12-02-22 SD PRICING STRIP LIGHT MOUNTING BRACNEf 2 2-10.23 1 DD PRICING \ MOTORIZED SHADE 22. 3 330.21 1 9 - TRIM 13 A �p 23 PERMIT SET WOODCOLUMN I 4 SURROUND(MATCH �T EXISTING) ETON yATCH EXISTING 6" h0 4 COVE LIGHTING DETAIL2 PHASE 1 -BLDG 4-EAVE SCALE: 0 2D 2®6 SCALE: D®e U) J_ Q H W LL O O D_ W O J U) W W H =w `s n a 0-A0. 4 SCALE:as Hamm DRAWRBY:WRSIMWIMJINY _ P""T NO.:2021-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS Dutch Seam Panel 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 Plywood Substrate 8 310.670.9104 will.sQsllepNe.com Dutch Seam Clip, _ n.wr wov Dutch Seam Panel. , - s.mnnens.erraxaas ATA-Guard .Water and Air Resistive Barrier Dad,Seam Clip•� #30 x 1"Wafer Head Screw HIP Cap Piywootl Substrate s Plywood Substrate Valley Pan. Eave Trim "Max. �, 7A.�Ii Notched Neoprene set in Sealant .410 x 1"Wafer Head Screw A10 x 1'Wafer Head Screw �i S.S.Painted Pap Rivets , Z Closure ^ e Sealant Ta , s r �' Butyl Sealant Tape 1' Joggle Cleat , h' / 5.5.Painted Pop Rivets {TDutch Seam Panel 4"Min.to 6"Max. 99 Metal Plug- } ,- ATA-Guard Dutch Seam Clip Seam Clip Allow for Thermal ` ertna\ ATA-Sheltl sin/ R pt�NExpano/Contractizt 0e sATA-Shiletl 1 ICEIISE NUi dnm dl MBERAD - ATE rtAc rocwnErRiiA'nne mcorviES vaned arvo $—Eo ANOTHE SIGN—E MusT ee 1ErvPES •xtrY:�*.d by WAexmR ,PPD.• ON:C=VS. Ewlll.s AalS ppNtra ®MePae.com, WIliamR`.Aapphetl _A Sh ph,CN=Wllllem R 2 Md Ot a0ea.05.23 DaSa:40!OT'oIy Allow for Thermal Eapanslon/Contraction Atlantic Beach Cil Club- STANDING SEAM-HIP 5 SCALE: NOTTOSCALE STANDING SEAM-VALLEY STANDING SEAM-EAVE Atlantic Beach Country Club 3 SCALE: NOT TO SCALE SCALE: NOT TO SCALE Phase 1 Construction Documents 7600 SEW Marina Drive Atlantic Beach,FL 32233 REVISION Water and Air Resitlive Banner NO. DATE DESCRIPTION Ridge Cap Plywood Substrate 12 12-02-22 I SO PRICING 1 Notched Neoprene set in Sealant Wafer Head Screw 3-30.0.23 OD PRICING 23 DO RI fGade Sdrter Cleat S.S.Painted Pop 14ve • 2 Closure < 523 23 PERMIT SET I/ Gable Trim Cap Baty)Sealant Tape S.S.Painted Pap Rlivefs Dutch Seam Panel Z Closure Dutch Seam Panel Dutch Seam Clip, •Dutch Seam Clip S.S.Pop Rivets MT74GNartl Dutch Seam Oip Butyl Sealant Tape ATA-Shield t wAtn m,m k10 x V Wafer Head Screw-- hl U) J_ Q W LL O O W W d O aw 4 STANDING SEAM-GABLE 2 STANDING SEAM -RIDGE W SCALE: NOTTO SCALE SCALE NOT TO SCALE W U) x ROOFING NOTES 1.ROOFING DETAILS ARE FORBIDDING PURPOSES ONLY.SIGNED AND SEALED SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT FOR REVIEW. 'p 2.SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS AND PRODUCTS 3 0-A0.85 SCALE:S=r-r DRAWNBY:WRS!MWiM;NY c PROJECT NO.:2022-352 r SHEPPHIRD ASSOCIATES ARCHITECTS t ENGINEERS \ 26569 AGOURA ROAD,SUITE 106 \ CALABASAS,CA 91302 RMMNG \ d 310.670.9144 w11.s@shepfi.. HEAT PUMP CUSTOM METAL RAILING I 1{ - s.NVMrt.'n•ErrmEea ROOFHATCH 1 Z OF F(0 F• ROOF HATCH LP. -_aa.�.y.F COVER BOARD I� I �tF�ED PACa� r-Ns MX6ENC.CTROnICALLYSIGxEP SLOPED DECK - - ' _ CAs D SEBY n DANN R.-111-DED.FLORIDA NNE STAKE COPIES SI MO 3%I 7TAL -- 2 O El.E..O EDAA. ON ArvY ELEOTRCMICGMIES MUST BE VERIFIED 30•MIN, fi'MIN. I I+ I �qnm apnea Dy rem3m R�eppnllo I r.9 LB• ENI=.O lepee.wm. �._. William R 51wj3plp,tl ARED R rv=VAfipm LADDER R SIIappNNl 1 Oe4-2p2&p5.23 WALL LAODER TO ROOF MATCH 5 J ROOF RIDGE -- I `\ FIBER CEMENT SHINGLES I ��J !�\ PLYWOOD SHEATHING e I '� SLOPED DECK METAL STANDING SEAN ROOF FRAMING TRUSBES r-O' HEAD I 1 1 ROOF DECKLYWODD AT SLOPED TRUSSES @ 26.O.C. Adantic Beach 5 MECHANICAL PLATFORM DETAIL 5 MECHANICAL PLATFORM DETAIL 1 Atlantic Beach CoulltrvClub SCALE: 0 zqEs SCALE' 0 2 <® INCHES IN Phase 1 m 1 v4(? vz=r-D Construction Documents 1600 Selva Manna Dove tlantic Beach,FL32233 REVISION NO. DATE DESCRIPTION 12-0b22 SD PRICING 2 2-1023 DO PRICING OR ME_ANI[xLv FaSTEnEO 3 }30.33 90Y.CD 52329 PERMIT SET IM TPG vE(FOR ADHERED sPEanGTcons DNLn — 1M PEWE SEALANT I isTPO ENR EDI 3n TrD EDGE senwR ,IN" ,AN I I IIF REQUIRED) '•1 IfaxmlUdsl 'Xs mmi /1 ICOmmOW3j i I RIDGE T METAL.DRIP EWf� 111 I I I --- -- -------->----------------. SEE NOTES p(� TRUSSES ADDER T Al , I uIr B B .. ..�. �... ,'•. I \ APPROVED DECK U SLOPED DECK FRAMING 1 q LL ff;;lTDNNAq HE ADOUTSLOPEDROOF Ei \ CHOKED TO DECK RF PET r DECK MCHC MID TO DECK-RE; T FE Vl W �T � HEAD OUT ROOF HATCH \\ �_-_-5M XAMOR MRD Ep PERGNRGASTEnER Q CRENTS N --- -- - - 3fi=22.5'OPENING-- - -------- \\ IM SINGLE BY RE LL 0 BELOW ROOF HATCH )MINIMUM xa GAUGE,G' O (l50 mm)O.0 MAKRBUM SECRONN IY O�cu� ix�wn� Qu 3-P g, Z DaERR TOIDHNS MANVIUE-ITE Jm,rom)FOR MOST UP.TO-p MCRMATK)N O 2 LEASf SEE SIxGIE PLY BASHING SPKIFIUTIOMS FO0.A FULL DESCRIPnox OF IxSTALuiIOx InSTROCT10N5 PHO REQOIREMENTS WHICH ARE CONSIDERED A PART 0111I5 DETAIL J df.'"nav v Teri�l•Isn,.ln �'"P__ -__ ___ 3.ANY CARPENTRY ORMETAL WOR" SHOULD BE OE51GNEp AND[ONSiiWCI®IN ACCORDANCE ` m l6abmDdlCav6•'� sxau DBE E�-D OIREMEMs AND/PR PROIECTSPECEICAT10N5.THESE COMFOR" OE- ..�wve.+e.e mlw�>E vPw.eF-y �, _ a,o aw.u.urluu -------- A LICENSED DESIGN PR Q WE- a. MTEDEOGESGI.wTI5 REQUIRED OE OHfi PLLCUT OR NOH-ENGPSULATEO EDGES OF REIXFO0.�D /L�q OUT MEMBRANE(SEE I)TAIL -0IN). LL _ _ S.METAL EDGE sx�wx S MANOF�CTIRED BY TME CONTRACTOR s A M SHEET FAOMCT. `^ COPO� "` DRIP EDGE{TPO COATED METAL) - Z T•FE CM1 �1� Z UJIR s q ROOF HATCH DETAIL �] MECHANICAL PLATFORM DETAIL 3 EDGE DETAIL 0 g~0 �O 4 SCALE: NOTTOSCALE 3 SCALE: D 3 6D 3 6®a 2 SCALE: NOT TO SCALE DRAWN BY.WRS!MWIMIINY PROJECTNO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 j 310.670.9144 will.sgshepae,cam JM TPO MEMBRANE FULLY ADHERED TO WALL WITH JM rmaurrarmw APPROVED MEMBRANE ADHESIVE 1111 DETAIL T 11111 114°TO 11,1 mm TO 1611,BEAD OF JM SINGLE PLY CAULK - s.Aa.mcrs.lcxena BEHIND TERMINATION BAR(REQUIRED WHEN HIGH INTERNAL PRESSURE IS ANTICIPATED) PIPE PENETRATION APPROPRIATE CAULK C..)MIN JM TERMINATION BAN 114'8mm)GAP JMSINGLEPLYLVOCCAULK(ATTOP VENTSTACK DPL WBANDMLOLLARWITH( DRECTLY AANDSCREWASHN G BETWEEN SECTIONS OF CLAMP-SLOPED TO SHED WATER, DIRECTLY ABOVE THE FLASHWG. F• oINTERMINATIONEARFASTENEDAT STAINLESS STEEL CLAMP AND SCREWGALVANIZED `� J,TRANSISTION 8'(15211)O.C.WITH JM SELLING MASTIC(EETWEEN PIPE METAL ROOFJALK �J JM SINGLE PLY LVOC CAULK APPROPRIATE FASTENERS AND NECK OF BOOT) S.S.CIAMP AND SCREW JM TPD MEMBRANE ADHESIVE(FOR PRE-MOLDED TPO PIPE BOOT ROUND JM TPO EDGE SEALANT FULLY ADHERED SPECIFICATIONS ONLY) CORNERS OF I IFREOUIREOJMTPO MEMBRANEMECHANICALLY _ ROOF JACK WRAP AROUND JACK WITH BOTTOM 2'FOLDED UP.FASTENED OR FULLY ADHERED • SIMULTANEOUSLY HEAT,STRETCH 6 WELD TO r � FIELD MEMBRANE AT BASE AROUND PIPE TO FORM TRIS ITN HAS BEEN ELECi11mVIc JM TM 6'EDGE SE ALANTIFREOUIRED •M:t-i TTURN-OUT FROM VERTICAL JACK.AFTERIEI U RAB,oao4 GHEwrEAPPROVEDWALL,SUBSTRATE SHAPING,ADHERE TO THE JACH.1112'(38 ,MIN.WELB �� 4 CONTINUOUS ARGUN - 6EMEGSI P EO BOOT PERIMETER - RNTEG - �r �Y�. f-^ yx:,_3.•'-' +,� m Cv+aYY ELECTn �!'.yCk Z TXUMBF ' N - APPROVED FASTENER AND ON •T _ _ PLATE MIN 4 AROUND PIPE �I•: Fwi s@ehePee.wm, L- •`J.-�•?I D � PENETRATIDN DEPENDANT ON NMLSAS -n AIR-R SWph.d O-ShepME __......_.._............ l ......_.•...................._..... MATERIAL(S). SPECIFIED J x•°:C .pq,0 Aevoci�ss;CN-William - -.T ......... . ti DECK MATE .'- P FURTHSP ER INFORM R I Gyr�J QOEOP I=' ••• Bp00 BILIS. 5.23 .--.............__._ .... =- - -- < FDRTXER INFORMATION y DJE FLUSHH WITH KJNG �N1LO DD:DB.ffi ll'OP INSULATION Rp D.y JM APPROVED FASTENER `OOFC. yd•5 APPROVEDDECK I AN DEPENDEENT P PLANT OONN DECK DECK ON k ,III SP CIFIAL(T1 SEE OR FURTHER INFOF ATI FURTHER INFORMATION NOTES: 1. REFERTOJDHNE MANVILLE WEBS17E(vmw.lm.com)FOR MOST UP-TO-DATE INFORMATION. NOTES. 2. PLEASE SEE SINGLE PLY FLA311NG SPECIFICATIONS FOR A FULL DESCRIPTION OF 1. REFERTOJOHN 5 MANVILLE WESSITE(wwwdm.van)FOR MOST UP-TO-DATE INFORMATION. INSTALLATION INSTRUCTIONSANOREOUIREMENTS WHICH ARE CONSIDERED APART OF 2. PLEASE SEE 5INGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF THIS DETAIL. INSTALLATION NSTRUCTIONS AND REQUIREMENTS WHICH PRE CONSIDERED APART OF 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTEDINTHIS DETAIL. ACCOROPNGE WITH LOCAL CODE 0.EOUIREMENTS ANOIOR PROJECT SPECIFICATIONS. 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN NOTES: THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN DRO CE WITH LOCAL CODE REQUIREMENTS ANDIOR PROJECT SPECIFICATIONS, 1. REFERTOJDHNSMANVILLE WEBSITE(wvwjm.com)FOR MOST UPRM DATE INFORMATION. PROFESSIONAL. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BYA LICENSED DESIGN 2. PLEASE SEE SINGLE PLTFLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND PROFESSIONAL. REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. 4 JM NFO EDGE SEALAYT IS REQUIRED ON ALL CUT OR NON-ENCAPSULATED EDGES-OF M 3. ANYCARPENTRYOR NIXONILWORK SHOULD BEDESIGNED SE COMPONENUCTEDIOULD BE REVIEWED DANDAWITHUDCAL LODE REINFORCED MEMBRANE.THIS INCLUDES FACTORY CUT MEMBRANE(SEE DETAIL T-MB REQUIREMENTS PROF ROF PROJECT SPECIFICATIONS.THESE COMPONENTS SHOULD BE REWEWED AND APPROVED BYA LICENSED DESIGN PRO IS REQUIRED JMNPOEDGE SEALANT,.THISINCLUDES DNALLCUTOR NON-ENCAPSULATED EDGES OF -M 5. REINFORCED MEMO AN SUITBLERTERNATIORY OLUTMEMBACKE MEDETAIL NES.N NF 6. THIS DETAIL IS ALSO SUITABLE FOR TERMINATION OF FLEECE BACKED MEMBRANES.NON FLEECE BACK MEMBRANE IS REOUIRED FOR WALL FIASHINGS. Atlantic Beach FJ T-FW-B5- MEMBRANE FLASHING BASE TIE-IN (HIGH INTERNAL PRESSURE) 3T-FP-01 -TPO PIPE BOOT T-DV-01 -VENT PIPE Atlantic Beach Country Club SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,FL 32233 OJM SINGLE PLY LVOC CAULK(NOT SHOWN FOR L:I pRITv1 - REVISION ADJUSTABLE METAL STRAP NO, DATE DESCRIPTION (PROVIDE BY JM) .,1l 1 1b 23 SO PRICING - • 2 2-10.23 DD PRICING OVERLAP WELDED MIN. ) CONTINUOUS(3B mm) _ 9 33623 9DX CO - 52323 PERMR SET JM TPD ROUND SPLIT PIPE BOOT FLASHING WELD FLASHING BASE SIj 111T(40 MM)MINIMUM TO FIELD MEMBRANE CONTINUOUS WELD APPROPRIATE TEMPERATURE RESISTIVE CAULK MIN.111T(38 mm) - AROUND EDGE OF WALKPAD ,SEALANT ERTIGHT)-- SHEETMETAL RAIN COLLAR PER SMACNA OR NRCA CONTINUOUS (MUST BE WAT -i•Lry1S Mrd J-� FASTENED TIGHT AROUND PIPE WITH PIPE STRAP r I ==•••::.:. �� MITSHEET METAL-HING AROUND PIPE.•, tyy ^y}'by R00 MEMBRANE UNEDTODECKWITH K WABOVE F l0�s X: TLR 117 S - RFO APPROPRIATEFASTENERSRE:SMACNAORNRCA �- V. :. 'JL'yLO:INylr1..• T TPO HEAT WELDED SEAM '{IIRR� JM SINGLE PLY LVOC CAULK JAI TPO EDGE SEALANT "-- -�-: ,-y 'LaeLs'e�EC' JM SINGLE PLY SEALING MASTIC ADHERE WALKPPDS WITH � C � " JMTPODETWL MEMBRANE WRAPPED AROUND AND INSTALLED BOOT UNINSTALLED BOOT JV MEMBRANE ADHESIVE- _ � Rm 1;;. ADHEREDTOMETAL FLASHINGWITHJMTPD SEE NOTET •IC LI• EPYI,INE� T MEMIELD BRANE SECURE AT TOP WITHB.B.S..ABOVE HEAT .RL L•• ISOMETRIC VIEW ISOMETRIC VIEW AND WELD ONTO 1311) IN.TU OVT AT BASE TO NO11)FRMWALKKT "�I'L"• - PO N,N81 FORMAtl2'It3mm)MIN.TURN WT (51 11)FROM WPLKPAD „-•?tom;::� D MPI ERALWDOLORFIBERGLASS EDGES :1e•:.•:STN FwJyD SPO,LPO P0� INSULATION -'' , �:��:t�' ::.:�[-.., q[K -•-� SNOWP�SOF� JM TPO DETAIL MEMBRANE WITH ONOERSIZEDHOLE O NOTES. • '• l B-15E 1�a MET TLFLSHI GAFUNABLE TIO INSTALL UALLN ONE PIECE, J r 1. REF ER TO JOHNS MANVILLE WEBSITE(www.lm mml FOR MDSTUP-TO- INSTALL USING TWO PIECES OVERLAPPING 111Y(2B DATE INFORMATION. ( �•�: ~ _6 `CSN mm)MIN.AND HEAT WELDED AT SEAMS JM SINGLE PLY LVOC 2. ANY CARPENTRY OR METILL WORK SHOULD BE DESIGNED AND :�1-IE:��.S: 'L ��N� 1112'(30 MM) L LAULN CONSTRUCTEDINACCORDANCEWITH LOCAL CODE REQUIREMENTS O L�, \" I I ) JM TPO MEMBRANE r (PROVIDE BY BY LE MMITAL STRAP ANDIOR PROJECT SPECIFICATIONS.THESE COMPONENTS SHOULD BE -J P�LNE �Y .-WELD CONTINUOUS MECHANICALLY IlJ REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. P �t„pTL ��pP I I FASTENED OR FULLY Q 3. STANDARD JM RDUND SPLIT PIPE BOOT SIZES ARE I',Y,T.4',5'66'. IPot.� �O�E ADHERED i JMTPO JM SINGLE PLY SEALING MASTIC '1Oy� TPO APD PBE MEMBRANE 1�O-f.TS� M1OP ADHESIVE(FOR O JM TPO ROU ND SPLIT PIPE BOOT sw• FULL ULADHERED 0 FLASHING OS�AO ONLY) LL JM APPROVED FASTENERAND PLATE MIN. _y.: APPROVED DECK Z FIELD MEM WELD MEMBRANE ANE MIN,t BABEL E OF(4)AROUND PFE.PENETRATION LM' O DEPENDANT ON DECK MATERIAL(S).SEE 112'(38 mm)CONTINUOUS SPECIFICATIONS FOR FURTHER �M�FP�IMIVABRANE ADHESIVE NOTES: JM APPROVED FASTENER AND PLATE (FOR ADHERED SPECIFICATIONS 1. REFER TO JOHNS NONNLLE WEBSITE(.J..com)FOR MOST L-DATE INFORMATION. PENETRATION DEPENDANT ON DECK J 2. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF MATERIK(S).SEE SPECIFICATIONS FOR ` ONLY, FURTHER INFORMATIDN INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDEREDAPARTOF JM TPO MEMBRANE FULLY THIS DETAIL. NOTES: ADHERED OR 3. ANYCARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN 1. REFERTD JOHNS MANVILLE WEBSITE FOR MOST UP-TO-DATE INFDRAIATICN. 11R'(38 mm, MECHANICALLYFASTENED ACCORDANCE WITH LOCA,CODE REOUIREMENTS ANDIOR PROJECT SPECIFICATIONS. 2 PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FORA FULL DESCRIPTION OF MIN.WELDCOM. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN INSTALLATION INSTRULTIONSANDREGUIREMENTSWHIGHARECDNSIDEREDAPARTOFJMTM `�JJT•1 EDGPROFESSIONAL. THIS DETAIL. SEAIANREQUIRED V J 4. JMTPO EDGE SEALANT IS REOUIRED ON ALL CUT OR NDN-ENCAPSULATED EDGES OF 3. ANY CARPENTRYORMETALWORK SHOULD BE DESIGNED AND CONSTRUCTED IN I REINFORCED MEMBRANE.THIS INCLUDES FACTORY CUT MEISRANE(SEE DETAIL T- ACCORDANCE WITH LOCAL CODE REQUIREMENTS ANOIOR PROJECT SPECIFICATIONS. Z u l T' MSN,. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN 5. Z l CLEAN MEMBRANE SURFACE PRIOR TO WALNPAD INSTALWTION WITH TPO MEMBRANE PROFESSIONAL. O CLEANER. 4 JM TPO EDGE SEALANT IS REOUIRFD ON ALL CUT ORNON-ENCAPSULATED EDGES OF W 6. DONOTINSTALL WALNPADS OVERMEMBRAPTE SEAMS. REI NFORCEDMEMBRANE THIS INCLUDES FACTORY CUT MEMBRANE(SEE DETAIL T-M9-81) 1F7_.ttlD6 f�I r!-' - 7. JM APPROVED ADHESIVES FOR ADHERING TPO WALKPADS ARE JM LVOC MEMBRANE 5, MAXIMUM I5D DEGREES FAHRENHEIT AT SURFACE OF OUTER SHEET METAL FLASHING. ADHESIVE(IPO 6 EFUM),JM MEMBRANE BONDING ADHESIVE(TPO 6 EPDM)AND JM TPO WATER BASED MEMBRANE ADHESIVE. 8 6-PROVED DECK APPROVED DECK 8 T-PT-05-TPO WALKPADS OVER ADHERED TPO O-AO.91 6 T-FP-04-TPO SPLIT PIPE BOOT (ROUND) 4 MEMBRANE 2 T-DV-02-VENT PIPE (HOT) I -SCAE:A IwaM SCALE: NOTTOSCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE DRAWNBY:WR61MWIMPHY PROJECT No:2D22352 a SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE I O6 CALABASAS,CA 91302 g 310.670.9144 wa.s@shep•ae.com �OF ftp• , AIR 22112 2 .•�,�ED�R`��r THI s.NN Ion UFEEUSING IapALGITUPRIIMC-EI iu IMusrelIr VED bN EU ELEC ROMCCOPIES par.>rynm q W�Rmn R 91EPPIII,tl 1 pN:c.UB, 0 9 EwIII,s®.pePee.com, William R tiaglphrtl o-6nepgWtl Ac3aaaou:CN=William R ShapµM Dela 5.23 BB.�A40T'b0' I � I BI-PARTING PAS&THRU WINDOW WITH OVERHEAD ROLLLLERS.READYACCESS OR APPROVED EQUAL a => Adantic Beach Atlantic Beach Country Club Phase 1 149•THICKOUPRTZSLAB WITH—DOUBLE Construction Documents RADIUS PROFILE IN—LIN ACCORDANCE W ITH DIMENSIDNS OF STONEOESIGN 1600 Selva Manna Drive I MANUA Bb WBLISHEO BV MA AUantic Beach,FL 32233 REVISION NO, DATE DESCRIPTION t2-02-22'Sp PRICING 2 2-1823�DD PRICING 3 130.23.90Y.CD J 52329 PEPFAIT SET I Y114 1 I --E—L HIDDEN COUNTERTOP 5UPPORT —BRACKEP BY THE ORIGINAL GRANRE BRACKET OR APPROVED EQUAL _ Ot FIRSTFLOOR n E 01_FIRST FLOOR Il O-O. —_ .... _ —p-O• I SERVICE WINDOW 1 SECTION 1 112•=1.-0• SERVICE WINDOW O 2 ELEVATION Z 1 v2•=1._,. _ C7 f Z W V) a 0-A0.97 SCALE: DRAWNEY:WRS:MWIMJINY c PROJECT NO,2022352 SHEPPHIRD ASSOCIATES ARCHITECTS 4 ENGINEERS 02 SECOND 02 SECOND 26560 AGOURA ROAD,SURE 106 FLOOR TOPL t1 FLOOR TOP_ CALABASAS,CA 91302 p2'.i V 22,_6 1 g 310.670.9144 Ynll.s@shepaexom STORAGE DD O� VESTBULE z.uv-artrn eWewuaas ROOM — E Gi F2p� STORAGE ROOM BAR 6 PECK AREA DDD�OO FA 9 ` i _ (2)2x1YPLANKS BETWEEN_ O STORAGE � AR1 � 2x4'STUD5 �_ DUMBWAITER— n DDDQaQo _ DOOR OPENING DUMBWAITER GUIDE RAIL— SROOM BARE DECK AREA Q RE9 AR GWB LINED HOISTWAY SHAFT 1 HR FIRE RATED Y GIGHg1DP ENSEUMB11111 ERAPto111 011ORTHOTECLEARANCE AREA —UMERT AE NOT CONSI�ERE)Ar7 - DN NE�DTRDmCD�,ESRa�aE EaF.ED 02SECOND 02SECOND FLO01 FLOG.R� p+�ley sr�ed cy 17-6^V SLOPED FLOOR 12Q-6 1 DUMBWAITER CPR MRd1"R� �S UNDER DECK DN:C=US.. DUMBWAITER DOOR E.,Isll.sgixhepae.rom, William R HNeoplord O-Snepµve TRU33E3� F R SnelS1,pCN=William O pl¢m DRa 2d311.G5.23 aA30.4Y0J00' I RAIL CAR DOOR TO NRE �"— ^BTABILQING RISER ROOM KTTGNENFIRE RNSE ROLLERS { gOOM 3p 11N-1Y b STABILIZING ROLLERS 8 DECORATIVE WOOD ANGLE PANEL CAR (2)2xfi'STUD3 RAIL L -- VESTIBULE ACCESS PANEL I ACCESS PANEL - I 01 FIRSTFLOO 0 1 FIRST FLOOR nAtlantic Beach , 0" 0-p• 1 3 DUMBWAITER SECTION A 4 DUMBWAITER SECTION B 1 DUMBWAITER ENLARGEMENT-SECOND FLOOR Atlantic Beach Count CI ub Phase t SCALE: ® SCALE: SCALE: ® Construction Documents 112•=P-0^ ur=11-01. 1,=t'-D^ 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION N0. DATE DESCRIPTION iZ 02-22 SOPRICING 2 133 9 S.,ED ING 3 3-2620Y. 52}23 PERMITIT SET 4 A0.9 (2)2x12'PWiK3 BETWEEN FIRE RISER 2xd•SR1OS ROOM KRCXEN DUMBWAITER GUIDE RAIL GWB LINED HOISTW AY SHAFT_ 1 HR FIRE RATED I CLEARANCE PREA I OVAL SERVING TRAY I —OUMBWANER GATE DOOR K ACCE33 PANEL BELOW ' I w I V /Lu F� STABILQING ROLLERS ANGLELu Lu (2)2xs•STuOs FRONT ENTRANCE z AREA O U g — 9 _ 2 DUMBWAITER ENLARGEMENT-FIRST FLOOR a' SCALE: 0-A0.98 SSCALE:AsWi W DRAWNBY:WRSI MWIM3I NY c PROJECTNO,:2022352 KEYNOTES SHEPPHIRD r a ASSOCIATES NO. DESCR PTOM DETaL ARCHITECTS+ENGINEERS DIVISION 02-E%1$TING CONDITIONS --- -- / , 02.01 DEMO EXISTING SERVICE WINDOW , 26560 AGOURA ROAD,SUITE 106 I— t I 02.00 02.02 DEMOE%ISTINGDOCR6SIDELIGHTASSEMBLY CALABASAS,CA 91352 02.03 DEMOALL EMSTINGFOODSERVIGEEOUIPMENT g 310.670.9144 vn.5Q5hOp-dB.Cwn / e - --_- - - --- - -- - - m.Ep�. 0200 DEMO EXISTING SPIRAL STAIR ASSEA@LY 02_11. 0205 OEMOEX STING STAIRASSEMBLY i' } 11j I FJIYI, I 1 02.06 DEMDE%ISTINGAWNINEM GASSBLY L __JL__LL L__—JJ�iJ{ U t 02.OT DEMO PA55-THRWGH h _ % 1 B.I ��,� OF F1 /�� 02'03 { l 0208 DEMOEXISTING WALLS,DOO—WINDOWS WHERE DASHED 1 �A,E' R Oqa { 0209 DEMODISP—SURROUND 02.10 IDEMODUTCHDOOR AR1i -- __//I ----- 02.11 IDEM0RESINOUS FLOORING 6COYE BASE 2 {I ( 02.12 IDEMO FLOORS UNLESS NOTED D RWISE.SEEID, SrEaEO ASO DEMO LAVATORY B FAUCETDAD woA TE I 02.10 ATER CLOSETS TCI BE REMOVEDd STORED FOR REUSE ON ANT RME BTANP SHOWN uswGA(IiGrtAL slGxlniu�PE1 PRENTm C00PSE0 qF TMIIO { � ELECTPOnIt CA�IUPE MUST BE VEP .12 _ — > 02.02 &ie,gbirtl 02.02 � I OlpRed by I William R BRepphNE�e�CN_Wluam , R Sheppbrtl 5.29 B2Be lI_ I L � I. I J- 2.1 I TT 112 —3 02.05 I 1 02.11 Ailantic SIJ I I f 1 _T ul Beach PHASE 1 -PETE'S TURN DEMOLITION PLAN-LEVEL 1 `�y .' gtlanticBeach CountrvClub 1 SCALE: 0 1D 1 2® � � Phase 1 Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION NO. GATE DESCRIPTION Q 312-02-22 SD GING 2 2-10-23 DO PRICING 3 33D2390%CD 52323 PERMITSET 1 I I I I I I 44X� �r1 NX' - _ -.{. =II-� m ' f--I I I I y --- ---- - -----_-- _ ----,-- -,--;_- 1 RETUREG PFIXwSTING j j LQL WHERE N , 1 WHERE DASHED.�y MEP DRAWINGS Z I � ` I T 117, �/ \ r- I 02D6 I r,ll)�,l<► i•I ,1 {' \I - I � _f7 63� 4b �1_} (➢ <b &Y I-1 � i i li i i _O� F W ui �.. - LEGEND c0c W - R N I G < - 1 ii RI - _Fad Z dr I 4 L��. i �I �-` ❑ (DI CEILING �t �L__ (E) ALLl4"• :!/��i�...�'� IDI WALL L� 2 W^ 8 LL 4-A1 .0 2 PHASE 1 -PETE'S TURN DEMOLITION RCP-LEVEL 1 SCALE:1A'=14' SCALE: 0 12 �FEETa ORAWNBY.NRSWI M MY c 114-1 0 i PROJECT N0.:202251 KEYNOTES SHEPPHIRD DESO—IN DeruL ASSOCIATES 2 3 DIISI VON 02-EXISTING CONDrTIoNs ARCHITECTS+ENGINEERS 03.01 iOEMD-STINGAWNINGASSEMBLY 26560 AGOURA ROAD,SUITE 105 0203 IDEMO STAIR AND ALL ASSOCIATED FINISHES SAS,CA 91302 j 310.6 02.06 Oxoa oEu0 EXi9nN6 WALLS ODOR3t WINDOWS WHERE DASHED 310.fi70.9144 wlll.s�'shap-es.mm �"'� I 0200 DEMO DECKING AT WMBWAITER SRAFT saunecrsE Exo" ,+.s A - - - -—- - - - 03.05 DEMO DECKING AT NEW BAR 0206. DEMO SPIRAL STAIR 6 LANOING L-i m - - -- --------------- -."--. 02.07 .DEMDEXISTINGTILG CEILING IN ALL LOCATIONS I of F 11111.1 -- -- -- - ----- -_1 02.08 IDEMDEXISTINGDOWN 11GHTING WHERE CEI LING CHANGE 5 OCCUR I 0209 DEMO EXISTING PENDANT LIGHT F-URE 1 r W U /BRED NEC J. -- - _ __31 I oeew�uEAl�.�n�sl0iivvn AosFi�o LwLnsLnVM36A AA,ozsoswTHE DAre HR.CT»E -PIPREMn=BE FRFFD SEALED rB 9mmFP;e -{ DN C_vs., `XI E.w,s .wm, -- _-11 WIIIam RSaveppMrd O-Sheptiktl A%aciaNA CN.Wlliem- I ._ _ {I1I I I RsneTPNIe - JI I g 1 1 9 1 0 1 1 0j-=0U'2 -11- -\B I-- - --I �o7 off / Atlantic Beach 1 1 PHASE 1 -PETE'S TURN DEMOLITION PLAN- LEVEL 2 Atlantic Beach Country Club SCALE: 0 10 1 x� Phase 1 174"=r-0" Construction Documents 1600 Selva Manna Drive Atlantic Fleach,FL 32233 Q1 2 3 REVISION I - ' NO. DATE DESCRIPTION -III 12-02-33 Sp PRICING --__. I-Ji--7--r-~- ----/� 2 2-1623 OD PRICING 1 I I T S I 3 330.23 90%CD II I �I! I I I L 12323 PERMIT SET - � IIH _ I _ I 1` -- - — Il U -711. r -- __ 1 Z ----- III III / REMOVE EXISTING' FANTOBE -7- Q �II: 111 G� I \\ II NEw PLnN,� I � 1 02.D2 1 Z Lu i LEGEND 0 W III - `f u - m z H < I I I I 1 \\ l`,,m IDJ WALL _ WW 2.08 , L W 3 a 4-A1 . 1 2 PHASE 1 - PETE'S TURN DEMOLITION RCP-LEVEL 2 SCALE:14'=1R SCALE: 0 +1 3® DRAWNBY:WRSWI MJINY � 124"=i'-0" PROJECTND,:2077-357 KEYNOTES SHEPPHIRD �lll1) �TLJ xD. : Descmnox ASSOCIATES Dvlson oz-ExisnNG coNomorvs ARCHITECTS+ENGINEERS 2m REMOVE PORnON OF E%ISTING ROOF FOR ADDITTION.SEE AL50 I I STRVOTURnL 26660 AGOURA ROAD,SUITE 106 C202 4REMOVE EXISTING LOWERED VENT TO BE RELOCATED CALABASAS•CA 91362 q g 310.670.9144 wiIUG AEpae.Eom I I ———— I I I DF F,o J AR 1 I 0201 c��fRED NP N I Ami+o sE�IFoaevEliuu. _,.R.sIFioRIOA 02.01 Hzs SlnGI NAL EDSCO—iE5 OF ISOID TH SEUED ANDiHE smnATUR MUsiVERIcIso EE ON ANI'ELECTRON.COPIES DMF✓tk�atl OY WIIM1iIaR BNeppnirtl I DN:C=4i3.� EwAII.FIlshepae.eam. I VJlfiem R.3�Dph�N�ci�Nd^Alaam R SheppbN avx+sm o0 I I I I I I 1 — _ _ _—_ I 1 Adancic I I _ Beach PHASE 1 -PETE'S TURN DEMOLITION PLAN-ROOF Atlantic Beach Country 1 SCALE Dl Phase 1 ua°=1•_D• Construction Documents 1000 Selva Marina Drive Atlantic Beach,FL 32233 REVISION No. DATE DESCRIPTION 12-02-22 ED PRICING 2 2-1623 DDPRICWG 3 }3 623 90%OD 52323 PERMIT SET LL O �O LL Z ^Q LL Z 0 r J 0 LEGEND w 0 DIDJ CE—G L� a (E)WALL r LO-0IG (D)WALL w uj 4-A1 .2 SCALE:11-W DRAWNBY:WRUMNIIMJINY c PROJECT N0.:2D22-352 KEYNOTES SHEPPHIRD DESD..ON -An, ASSOCIATES DI VOON 02-E-H&CONDDIONs ARCHITECTS+ENGINEERS 02.01 -(E)TGREMNN 26560 AGOURA ROAD,SUITE 106 DIVISION b3-CONCRETE CALABASAS,CA 91302 03.01 GEALED CONCRETE,14'SLOPE TODMIN g 310.670.9144 w91.s@shepae.c3m n0.2 CONCRETE PAO ON GRADE,SEE MECHANICAL ww DIVISION OS-METAL 0xv.rtrxe awox 05.01 HANOMIL 05.02 COORDINATE MECH.LOUVER WIARCHREURAL CTLOUVERS TO ATTAIN s.sn.rsns sx4wsns CONSISTErvT APPEARANCE DIVISION O6-WOOD.PLASTICS 8 COMPOSITES 0601 UPPER PILL--.IN.I,SEE 10 11 ��E DR FJOq OY 06.02 FLOWER MILLWGRK CABINTFTS,SEE ID. T _ 06.036 LANLAN ZED6 RWI SOUDPLASTPCDECKINGTR S,RISEES DINGS AR 1 �C 1 06.04 !PAINTED WOOD BOARD FENCE RED p9.C��.Y 006.05 (STAIR LANDING AT SECOND LEVEL CTA E HE 9'o LO 2 (VISION 0]-THERMAL 8 MOISTURE PROTECTION Msa1ONE THE DATE ORIOA AS.t 3 07.01 AWNING ABDVE ANDroRRNAMESTAAUPS1-INGA 013 EIGIATI4P-111r -A6' tt'-9' DOCUNENT PAE NOT CON6E003ED61GNED ANO 07.02 iDOWNSPOUTS 69ALED AND THE 51GNAT'Z"sreEVERIFlC 1J'8' on ANV ELEcrROn1CDW1E5, S-511r 0]03 ROOM 412TO BE WATERPROOFED USING SEALOFLEX WATE PROOFING SYSTEM OR-OVED BE PLYWODDSUBFLOOROFSTAIRS,INCLUDING BASE OFT O TO �ed 4112' INSTALL PER MFR.SPECS ON.Cd6,. G4v111.s�1epae.cOm. 08.04 �j7 0°.02 GIVISION US-OPENINGS William RSgWPMTtl&uC i�CN-WJIIsm 06.03 OB.01 :CASED PASSTHROUGH OPENING,SEE ID. R Stas�44tltl 2601 OtlA'2tffi8,05.23 0002 ,ACCESS PANEL TO AREA BENEATH STAIRS 869S,4iFq 0' A6. TRASH A6. 03.02 ENCLOSURE OG AA 4 0003 ATCH STOREFRONT TOE MOW ENTRANCE 40NI 03.01 s 410 1 0004 LCASED OPENING FOR WALK-IN COOLER DOOR 11.01 ' - DIVISION 10-SPECIALTIES �\ I DS, FIREEMINGUISHER IN WALL MOUNTED CABINET '�a� � 1 o S - `- - 10.02 12 IDB'GFIREE lNG111SHERINRECESSEDCABINET `� OSJp� - - Ov V l V O'NO610 FRP WALLIF NESH INSIOETRASHENCLOSURE FlRE RISER 0' 1 C n 408 � � J III 1102 JGRAB AND GC UNR,SEE FOODSERVICE IpLATFORM y t+ LRT _ _ 11,03 INITCHEN EDUIPMENT.SEE FOODSERVICE,TYPICAL 0 EN 401 11.04 pBEVERAGE SERVILE EOUIPTMENT,SEE FOODSERVICE f� 40 f f 11.05 FRD2EN YOGURT DISPENSER.SEE FOOOSERNGE 11.06 !CONDENSING UNIT,SEE FOODSERVICE DIVISION 12-FURNISHINGS 11103 I- :000NTERTOP,SEEID n3^31 DIVISION 14-CONVEYING EQUIPMENT 1101 SHIFT EA51ING PLATFORM LIFT CONTROLS TOWARDS PI-ATFOR Adandc Beach TO ACCOMMI ATE FIRE RISER DOGR Country Club- 00.1 L.i 14.02 4NTFl.I- RST 250 L0,DUMBWAITER BY ELEVATION INNOVATIONOR 0-A0.99 11 _ _ _ APPROVED EOUPl �� Atlantic Beach Country Club DIVISION_2 ELECTRICAL 1 -qI - - - _- - 1f.04_ -�•Ob.011 - _ 1,�_O1FI_0)6�C3- 11_05_--b 403 I 2601 WA_RECESSED STEP LIGHTS ON EMERGENCY GIRCUT,TYP. Phase I DINING D2 a, � _ O Construction Documents ]'-z• s-s 1.1. 11'-21rz- 754 - 1600 Selva AUa 6D3 I lltc8 adi FL 3dna 02233 1002 ` o _ ' D5 REVISION 409 •4 G � _ I N0. DATE DESCRIPTION y� L 01 1 1 12-02-22 60 PRICING � A 2 2-10.23 DDPRICING e 06.03 ED. 1- [D9- • 1 HOER K1 0- HEA 'y I 3 330-23 9D%CD C ® e COOLER CLOSET K MEN'S 1` WOMEN'S 4 52123 PERMIT SET 'x ••• 406 0 �0}lam O VF403ULE 6U Ec �I TIE 2 , . O5 - - - - -- 2601 05.03 11.06 I II °7.01,_ -- _ ••U6 .03I •• X03 I 1 J I fJ as. 1 f W 9'-912 "S LLJ zr-4 ur Ir-T nz- I J 1 z Q J W Y 4 � v W LEGEND z z ED EXISTINGWA-L �L CEM.WALL 'r'^^ V! 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I spehepae.wm, WIN— `aleppMrG O-Sh O-Sneppb4 R ShApp CN.W611am I r I e6aa.3aPT'Du I I 23 6• �' I � 4 4 DFIRE RISER C06 09.01 _ I TFORM EO p EO � -.-.-,-,-__ _ I T L F— FAJ a•-D• ® ® ° DI.O, m 26.01 F-4.17 Il V V 8'-0• D'-D' 5•-0112' O 10.01 -•- J / b Adantic Beach o t - o D o gr a,--o = 0 0 Atlantic Beach Country Club J GL g'-,,,a• Phase O 9'-n nz D NG �°o h ° ° I ° ® Construction Documents ® 6D� ® ® 1600 Selva Marina Drive _ Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION -- lin IF 11 t12' ♦ ^ "0 w NENS VESTIRUIE WOMEN'6 .3112' 1�•. CL E¢ s'O1t 1 Y V t - gb , � I I 0'"'• ol STORAGE, I O I I I I 3 t2'-2' � r J W W J U Y O 1 PHASE Z1 -PEFTEEET 'S0 TURN NEW WORK RCP-LEVEL 1 ^"°SCALE: D LEGEND z z FASTING WALL t- `l%OG7/I/O. DEMO WALL U) "• -T NEW WALL W h 0601 NEW WORKKEYNDTE w AIATCHLINE 3 Al WALL TAG.SEE 0.0.0.50 THRU bA0.63 101 DOOR TAG.SEE 0.0.020 THRU 0-0.0.23 W10 WINDOW TAG.SEE 0.0.0.20 THRU OAD23 ,4-A2.1 0 EXHAUST SCALE:0.ei,SN- DRAWNBY:WRSIMWIMJINY m STEP LIGHT PROJECTNO.:2627-352 KEYNOTES SHEPPHIRD NO. DESCRIPTIDN DEraL ASSOCIATES DIVISION 9E-WOOD,PLASTICS a co61PoSITEs ARCHITECTS+ENGINEERS 06.01 26560 AGOURA ROAD,SUITE 1115 06.02 I..ASSEMBLY.SEE ID CALABASAS,CA 91302 06.03 WOOOLOUVERED—L 3&M0.A0.33 d 310.670,91" WILSQShep-AeDmn 06.05 B WALLS BELOW COUNTER 06.06 WOOD FRAMED STAIR � 060) PLYWOOD CRICKET OVER STRUCTURAL DECK.3:I L:W RATID y0.P0A1 s.w.wzcrs.w.aans DIVISION 07 THERMAL d MOISTURE PROTECTION 0]Ot STANDING$FAM ROOT.SEE TYPICAL DETAILS 0.A0.05 �E Or Flo 07.02 SLOPE OF SUBFLOOR&CRICKETS BELOW FINISH FLOOR DECKING S' a DIVISION 09-FINISHES 09.01 DECKINGTO MATCH E%ISRNG.INCORPORATE NEW AREA OF DECK qq1 2511 INTD FASTING D_NAGE SYSTEM ^V 09.02 VINYL FLOORING OVER MARINE GRADE PLYWOOD WITHIN AM AREA �r�REO SEE ID 09.03 JEAN COUNTERTOP.SEE ID. THIS REMHAI EEE'EIELTRONICMLY SIO'E LIDEISE DIVISION f0 SPECIALTIES ANOIORNUMBITAMERA'1ED_OS THE DATE FLORIDAl - n 10.01 L110 B:C FIPE E%TINGUISHER IN Rc CE3SED CPHINET DO EEE'uE�ECYFOwTO CAT Ct E�DBEV R EO Afi. LeL 10.02 PAdKRCHEN EQUIPMENT.TYPICAL.SEE FOODSERVICE 40 1112 11'.9' 107 EA-RIORGRADE MOTORIZED SHADE 3&m0.A0.40 OI490➢}2ne06y VJO6crnfl SM1 ggMr6 13'-0112' 1 DN:C=U9, 5'-51? 2601 OMISIOWALLR RECESSED lE-xill.a@gM1eR�e wm, EAETING ]Ut 06.06 26.01 WALL RECESSED STEP LIGHTS ON EMERGENCY CIRCUT William R'sreppMtl OSO AI "ImAICN.William R si,DAM. a0YeL05.23 BS36+1W7'00' I 4 Is q Ab. 9T 6. I I A e m d J� ® ; _ 0 I� I PLATFORM .': STORLGE2 - LIFT 99 A0. 09.01 -- ea?- Dune s'-o• 1s-a• e'-r . E. 7'. WAREN - ` re6k I r ,r I 06.02: DECK Aclantic Beach _-425—--_ - - _— VESTIBULE UPSTAIRS 1002 02 Atlantic Beach Country Club F424 w AS AS �I I J � I I Phase 1 Construcion Do cumen ts 1600 Selva Marina Dive _____ I Atlantic Beach,FL 32233 rl _ 1D.00 REVISION 0 08.07 0]02 O. DATE DESCRBD PRGINGN TT. = - 3 2 2-1623 DD PRICING 3 330.29 90M CD 523-231PEfiMIT SET b - R STROON I —RESTROOM 2 06.01 7 10.69 I I I t 6.011 3 I I B. N J 3 6'-10lir A6. W I I I I J d Y Of O �2 � 1 PHASE 1 -PETE'S TURN NEW WORK PLAN-LEVEL 2 SCALE: B 1E 2® W I4`=1'-D° LEGEND Z EXISTING WraL LD DEMO WALL r NEW W— LILI 06.01 NEW WORK KEYNOTE r ui MATCHLINE - WALL TAG.SEE 0.A0.50THRU 0.A0.33 n 101 DOOR TAG.SEE 0-A nTIRU 0.A0.23 W10 WINDOW TAG.SEE 0.A0.WTHRU-0,23 4 A2 l EAIAUST SCALE:Asmtl'r d DRAWNEY:VttiSIMNlIMJINY STEP LIGHT PROJECT NO.:2D22 352 KEYNOTES SHEPPHIRD gN0. 09-FINISHES DESCRIPTION DETNL ASSOCIATES Vit0N ARCHITECTS+ENGINEERS 0901 'TeG CEILING.SEE ID 26560 AGOURA ROAD.SURE 106 09.02 .S-0-CE81NG,FINISH PER ID SCHEDULE,SEE ID CAIABASAS,CA 91302 09.03 BARCOUNTERTOPBELOW d 310.570.9144 Wi11.9�16hBP90.mm DIVISION,.-SPECIALTIES wm se 10.0 1 _CATE(E)FAN TO BE CENTERED ABOVE BANm rTxec 1D.02 :EMERIORGRADEMOTORREDSHADE O-A0 n0 suc crs Exco ns 2 '-1 26-ELECTRICr 2G.D1 RECESSED LIGHTING.SEE ELECTRICAL M1 OF F1 26..2 ILIGHT FIMURE50VER SINK,OFIL,SEE 108 ELECTRICAL 2603 DIRECTIONAL LIGHTS FOR BAR SERVICE AREA.TO BE MOUNTED BELOW FAN AR �9 2b.04 UPLIGHT CEILING FgTURES AROUND COVE PERIMETER 410.AO.Sa Y;,.� ' YtiFBfD PRS uAIeFA AAI ox osT HE`E O.A�T U.NIRA QI QI MNS_NE MMP aNOWN USINOIS DCCUMEHT A OIGU + I N.AND TME-SmevAOTU EMRUSDT BE VEaiFlED q'pl"1Sd by eppnira I I DN:C_U9,i E".".e@N epee mm MIT—fl SNmpMtl 0-6hegNitl bBVaaM,'CN�Wlliem R Sfleppkrtl Dmc202B.0S.23 oB•1ad.'oZm 4-S- Y 0' Y m 1802 21 — —-- O STOAAGE2 y.. 423 b Q Adantic Beach co'nt'y club, 09.02 E- 'II 0 6 6 SXIE'T VAULT f�/A'�-sed Atlantic Beach Count Club I 09011 Phase 1 Construction Documents 1600 SEW Marina Drive Atlardic ch,FL 32233 D. REVISION i0.0Y N0. DATE DESCRIPUON X26 d2 1 12-02-22 SDPRICING O Q -111R' 2 110.23 DD PRICING 3 130.29 90%CD 4 52123 PERMITSEf RESTROOM RESTROOM 6023 42 r 11 11T , A6.. O O i Afi. i y r77 - L-11 �[ d 1 I I I � CV J I LU L„ J I I I I Y �DP � PHASE 1 -PETE'S TURN NEW WORK RCP-LEVEL 2 A5 SCALE: 0 1 2 4 FEET 0 W 11® LEGEND Z tY EXISTING WALL D DEMO WALL NEW WALL w 06.01 NEW WORK KEYNOTE w 9 MATCHLINEIS a WALL TAG.SEE 0.A0.50 THRU 0.A0.53 O DOOETA G.SEE-20THRUSA'D3 W10 WINDOW TAG,SEE 0.AO.20THRUDAO]3 4-A2.3 EXHAUST SCALE:AsmMaleJ v LIGHT DRAWNBY:WR511,111 INY STEP PROJECT NO.:2022 352 KEYNOTES SHEPPHIRD No. DESCRIPTION OETYIL ASSOCIATES q-10N 07-THERMAL&MOISTURE PROTECTION ARCHITECTS+ENGINEERS 07.01 ALUMINUM ROORNG TO MATCH EXISTING L0.A0,64 26560 AGOURA ROAD,SUITE 106 07.02 GUTTERS&DOWNSPOUTS CALABASAS,CA 91302 DIVISION 1I-MECHANICAL g 310.670.9144 YIill.S@Shep-aemm 11.01 INTEGRATED RIDGE VENT 110.A0.04 n of r20A R a JARt 1N TtEOEO ARO -• s 1-5—L—R EEVP Ao-CA ucexsE rvuN6ER AR tozsoe ax TKE OA TE FWE05COF�S OFYLISTIIa 2 3 ExpT"jUREEREST3a_A'FIEo 1( ,^I \J co p ailed eY FI 4'-01" / 40'-i tn• tr-s• Ox AnY ELEaHOnre E N7?neppmm 7 ON C=66 �' Erxi Win— Pppwpae,nm, 3 R 9treppMtl O-SNe{p10e p6 kSh, CCN-Wlliem pW O—gBY3;05.23 I aasp.%U7'00' c I I xl � AUS I I P.. Adantic Beach 6110• 6/t 0' _ AS Atlantic Beach Country-•Club Phase 1 .A6., Construction Documents § 1600 Selva Manna Drive •3 Atlantic Beach,FL 32233 A0. REVISION N0. DATE DESCRIPTION 12-02.22 1 SD PRICING 2 2-to 3 DD PRICING 3 150.23 M—O 523.23 PERMITSET I I I T el t A6. I I 2 I I I I z01 I 97.02 L1_ 4 I I I z J 0 2 � w z PHASE 1 -PETE'S TURN NEW WORK PLAN-ROOF LEGEND z SCALE: 0 1® 1/4"=1'-0' EXISTING WALL g °Old(OD/� DEMO WP1L C NEW WALL w ry 06.01 NEW WORK KEYNOTE w o MA—ZINE WALL TAG.SEE-AES.TNR.0.A0.33 n t� DOOR TAG.SEE 0.A0.20 THRU 0.A0.23 WINDOW TAG.SEE 0.p0.20 THRU 0-A0.23 4—A2.4 nEXHAUST SCALE.A—. g STEP LIGHT ORAWNBY:WRS!MWIMJINY r PROJECT NO,:1021352 KEYNOTES SHEPPHIRD MG. DEsci lPnoM peruL A S S O C I A T E S /\ B A a DrvlsloNgPu6ncsecoMPosRE6 ARCHITECTS+ENGINEERS 7/ (\TJ DTVI wOODooD FRAMEOSTAIR 26560 AGOURA ROAD.SURE 10fi gVISION 0]-THERMAL 6 MOISTURE PROTECTION CALABASAS,CA 91302 0].01 BUILDING SIDING TO MATCH EXISTING A6 6J 310.670.9744 will.s@shepee.com 07.02 ALUMINUMROOFlNGTOMATCHE IISTING t10.A0.81 non I I 080- RE'F-OPENIINGS _ savcx,rtcrse,wwm+s. 00.02 EI LOWERED VENT o DLUlS'2N IO SPECIALTIES I I 10.01 EXTERIOR GRADE MOTORI2EO$HAnE M1AOAO 0].02 DIVISION 12-FURNISHINGS OF F[ 1x.01 ARTWOWOWNERSUPPLIED _ 10.01 02 SECOND I�• FLOOR TOP "r AN S�fRfa A N� E1 WISIDERED SIGNED AVD E'_SIGNATUREWSFeE-1lED 02 SECONDRow�,e4Pnna t - FLOOR e°NMenePae.com, _ N7111—R Sh,pph d O-SheppMtl pp— R ,CN.W3am 8M1e0phPU Der-2028.05.23 _ _ 023RaB07'D0 1 Dt FIRST FLOOR n I , I I1 t A6. Afi. 1 PHASE 1 -PETE'S TURN NEW WORK BUILDING ELEVATION-NORTH Atlantic Beach Country Cluh SCALE: 0 1 2 a F 6 114"=V-0" Phase 1 Construction Documents 1600 Selva Manna Drive Allantic ach,FL 32233 REVISION NO. DATE DESCRIPTION 1 12-02-22 SU PRICING x -1123 DDPRIIING 3 190.29 —CO 52123 PERMIT SET 1 A6 I I I I I I 1 1I 1 02SECOND ? _ _ _ _ _ _ _ FLOOR-LP L n _—__— _ — t t — —22'-6° Z II o m 2.01 1 02_S FLOOR O COND z _ n. — - 2,-6.9 � p lk 11 1 1 HI 11 11 S Y Z tll 4�j 1 LEGEND Lz W IS t� JO I EXISTINGWALL /~ VJ DEMO WALL W ,I 01 FIRST FLOOR l I"— r-.,�.. NEW WALL w NEW WORK KEYNOTE E B I 3 I ——— MATCHLINE IS 0.Afi. S At WALLTAG_SEE 6A0.50THRU 0.A0.53 101 DDDRTAG.SEE O-A020 THRU 0.A0.23 W10 WINDOW TAG.SEE NAII.20THRU0-A0.23 4-A5.0 2 PHASE 1 -PETE'S TURN NEW WORK BUILDING ELEVATION-EAST 7qE%HAUST SCALE:A:MIm SCALE: D 1® e ORAWNBY:WRSIMWIMPNY STEP LIGHT PROJECT NO.:2072352 N 114"=V-0" KEYNOTES SHEPPHIRD xD. DPscwPriax DETaL ASSOCIATES DIwslDry os-w.OD,PLAsncsa cDMPosTEs _ ARCHITECTS+ENGINEERS 1 06.01 PAINED W000 RAILINGTO NNTCX E%ISTING I A A nfi ^ 26560 A ROAD,SURE O6 9 06.03 PLANTED WOOD RAIL GATE CALA6ASAS,$A$,CA 91302 W.03 1PAINTED BOARD FENCE AROUNOTRASH AREA 8310.670.9144 will.s@Mep-ae.com 06.00 WOOD FRAME.STAIR - DIVISION 07-THERMALe MOISTURE PROTECTION 0701 ALUMINUM COVEREDEMRY 07.02 1 ALUMINUM ROOFING TO MATCH EXISTING 07.03 I BUILDING SIDIx6 tOMATCN EXISTING f OF�qO 1 R — — 07.00 DOWN VALUME 74ID GTOREMAIN I� 11111E D2 SECOND 07.05 OOWNSPOJTE%IT aDRAINS TO LANDscAPING FLOORTOPL 0706 DOWNSP.UTENTERSEXTERIgxwALL �oz Jy`? — — — � i— — 22'_5^ +I gVI510N 10-9PEGIALTIE3 EREo AAO TRASH ENCLOSURE WITH SIDING TO MATCH MAIN BUILDING "N ME ELfttAONI ❑ 11.01 IU 11-MECHANICAL NNNUMBENOETT CON3106ERE GSiDdGE AL On 0706 11.Ot LOCATION OF MECMANICALUNITINFOREGROUND OIVISION26-ELECTRICAL SEALED ANO THE SIGNATURE MUST IIENVEROIED 26.01 IWAI.L RECESSED STEP LIGHTS ON EMERGENCY CIRCIIT ON—ELEGTPONIC GOPIEs dp0y 4pnaE by 11 O 02_SECONDO N:G.R mlwpnl,a DN: .uB' _ _ _ _ _ FLOOR_t1 EwN.'1'p=-e.mRl. 12 5 V V✓Iliam R 9beppnntl A-a-cN.wnliam R Snappl 00 .La'218a,0 Ob�0A3D7' ' 10 O1 0 11.Ot H 0].03 063 I I 01 FIRST FLOG_R t1 6.01 7.05 A6. �. 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DATE D PRICINory 12-02-22 SD PRICING _ 0-AO.53 WALLTYPES FS2.2 BUILDING CONDITION&VENTILATIONz 2.1a23 DD PRICING 3 -23 9c%CD 0-AO.54 WALL TYPES F52.3 PLUMBING ROUGH-IN PLAN 9 szsza PERmR Ser 0-AO.60 EXTERIOR WALL DETAILS FS2.4 ELECTRICAL ROUGH-IN PLAN 0-AO.65 TILE DETAILS FS3.1 ELEVATION 0-AO.72 EXTERIOR MISC.METALS F54.1 HOOD DETAIL 0-AO.73 EXTERIOR ARCHITECTURAL DETAILS FS5.1 REFRIGERATION DETAIL 0-AO.74 EXTERIOR STAIR&RAILING DETAILS FS5.2 WALK IN DETAIL 0-AO.75 EXTERIOR CASEWORK DETAILS FS5.3 WALK IN DETAIL 0-AO.76 EXTERIOR CASEWORK DETAILS 0-AO.81 STEEP SLOPE ROOF DETAILS INTERIOR DESIGN 0-AO.82 STEEP SLOPE ROOF DETAILS 4-I00.01 PHASE 1 PETE'S CAFE GENERAL NOTES _ O-AO.84 STEEP SLOPE ROOF DETAILS 4-ID1.01 PHASE 1 PETE'S CAFE MILLWORK/ELEVATION KEY PLAN 0-A0.85 STEEP SLOPE ROOF DETAILS 4-ID1.02 PHASE 1 PETE'S CAFE REFLECTED CEILING PLAN 0-AO.90 TENNIS PAVILION ROOF DETAILS 4-ID1.03 PHASE 1 PETE'S CAFE FLOOR FINISH PLAN 0-A0.91 TENNIS PAVILION ROOF DETAILS 4-ID2.01 PHASE 1 PETE'S CAFE ENLARGED PLANS _ 0-AO.97 SERVING WINDOW 4-ID3.01 PHASE 1 PETE'S CAFE FINISH SCHEDULE AND TRANSITIONS O-AO.98 CONVEYING EQUIPMENT 4-ID3.02 PHASE 1 PETE'S CAFE FINISH SPECIFICATIONS 4-A1.0 PETE'S TURN DEMOLITION PLAN AND RCP-LEVEL 1 4-ID3.03 PHASE 1 PETE'S CAFE DOOR&FRAME SCHEDULE 4-A1.1 PETE'S TURN DEMOLITION PLAN AND RCP-LEVEL 2 4-104.01 PHASE 1 PETE'S CAFE ELEVATIONS J 4-A1.2 PETE'S TURN DEMOLITION PLAN-ROOF 4-ID5.01 PHASE 1 PETE'S CAFE MOULDING PROFILES 4-A2.0 PETE'S TURN NEW WORK PLAN-LEVEL 1 4-ID5.02 PHASE 1 PETE'S CAFE HEADS,JAMBS AND SILL DETAILS W LJ 4-A2.1 PETE'S TURN NEW WORK RCP-LEVEL 1 4-ID5.03 PHASE 1 PETE'S CAFE DETAILS = 4-A2.2 PETE'S TURN NEW WORK PLAN-LEVEL 2 4-ID5.04 PHASE 1 PETE'S CAFE DETAILS 4-A2.3 PETE'S TURN NEW WORK RCP-LEVEL 2 4-ID5.05 PHASE 1 PETE'S CAFE DETAILS 4-A2.4 PETE'S TURN NEW WORK PLAN-ROOF 4-ID5.06 PHASE 1 PETE'S CAFE DETAILS � 4-A5.0 PETE'S TURN NEW WORK BUILDING ELEVATIONS 4-A5.1 PETE'S TURN NEW WORK BUILDING ELEVATIONS 4-A6.0 PETE'S TURN NEW WORK BUILDING SECTIONS 4-A7.0 PETE'S TURN NEW WORK WALL SECTIONS T1 . 1 SCALE DRAWNBY:WRSIUMNJINY PROJECT NO,2022462 c SHEPPHIRD EXISTING LANDSCAPE BUFFER TENNIS COURTS ASSOCIATES -_ J•I SEE CIVIL ARCHITECTS+ENGINEERS I PROPERTY LINE 26560 AGOURA ROAD.SUITE 106 __ I FUTURE LANDSCAPE CALABASAS,CA 91302 BUFFER 310.670.9144 wKl @ShOpa yR, -� RRse �F yp E_TSR- 'I SroEYpRD OF F209 0.. 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DATE DESCRIPTION 1 12W2 SO PRICING ciY[IIJf� 2 2-10.23 OD PRICING 33623 PERMPEI CD iT3T3 4 IT SET Q i a\ � Z ------ ff BLDJ Q G 2: \ LY BAG DROP 1 LLI 1" - W — p{CeERTYIWE_____.______ ___._._ -._.•-- ` Q LANDSCAPE IMPROVEMENTS _-.,a _ / `��, 1 101- SEE SEE CIVIL&LANDSCAPE ,� g BLDG 4: _1 - _ ..rr r� tet_ ' i•I PETE'S TURN OVERALL OSBETE T1 .2 1132"=1'-0" - SCALE:fa=r-n DRAWNBY.�WRS!MWiMJINY c PROJECT NO.:2022-352 a SHEPPHIRD ASSOCIATES _TENNIS COUFfTS ARCHITECTS+ENGINEERS SEE CIVIL 26560 AGOURA ROAD,SUITE 106 q CALABASAS,CA 91302 _ 8 310.670.914/ II.sQshepae.com s�wi m.ww,sus jwawEas-sas�csa BLDG 2. _ 111 STORAGE SHED - ^c }E OF F2�� BLDG 2: }I . 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F- w _ cn U) I-:- w j)� -- F-w — w tZ i3 2 PERSPECTIVE VIEW 2 = SCALE: NOTTOSCALE tl X T2.5 SCALE: DRAWNBY:WRSIMWIMJINY PROJECT NO.:2022-351 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 d 310.670.9144 wM.s@shep-ae.com E OF FJO q'o f /j��_�/T1� ' A�1 S* n sllr-II mA ce S uu R R1111ENT EDITS �:. ruarsnown usinnA IrAc ... vI ixorIIIPU_niosEIIIIRm an anr2�crxame Co Dig" red by DR:c—, E.xill.s@NePae.rnm, Wiliam fl S—pptM•tl O-sneppma R SIIepPtwtl ppe:ZSR405.2] l_._..'...._..-.- - BB.W'3.pL7'00' EL I — - Adantic Beach Atlantic Beach Country Club_ Phase 1 1 PERSPECTIVE VIEW 3 Construction Documents SCALE: NOTTOSCALE 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION t2-42-22 Sp PRICING 2 2-1123 DDPRICING 3 33123 90%CD 4 52323 PERMIT SET I it o a U H w O� Z O � ¢ w F- �w C/)°- iw ly- ww wa --- ._- U) s 2 PERSPECTIVE VIEW 4 0- SCALE: NOTTOSCALE T2.6 9CAIE: g DRAWNBY:WRSIMWIMJINY PROJECT NO.:2022-352 S H E P P H I R D ASSOCIATES GENERAL NOTES GENERAL NOTES ARCHITECTS+ENGINEERS 26660 AG W RA ROAD,SUITE 106 MECHANICAL DEMOLITION, ADDITIONS, OR RENOVATIONSME CALABASAS,CA 91302 WORK. g 310.670,9144 wil.s@shep-ae.BOm 1. CONSTRUCTIONOOCUMEM5 ARE BASED UPON A FIELD EXAMINATION OF THE SITE AND AVAILABLE EXISTING BUILDING PLANS,AND THEREFORE,MAY NOT INDICATE 1. ALL OUCTWONSDIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS.INCREASE SHEET METAL FABRICATION DIMENSIONS TO ACCOUNTFOR 1. CONTRACTOR 5HALL COMPLY WITH ALL LAWS,ORDINANCES,RULES,CODES,AMENDMENTS,AND REGULATIONS WALL GOVERNMENTAL wwcs¢ ALL EXISTING ITEMS AND SITECMOITIONS.THE CONTRACTOR SHALL NSIT THE SITE AND BECOME FAWLIM WITH THE WORN AREAS ANOSCOPE OF WOW OF THE DUCT LINER MORE INDICATED ON PaANS. AUTHORITIES HAVING JURISDIETIOR AND THE NATIONAL FIRE PROTECTION ASSOCIATION.ALL MECHANICAL EQUIPMENT,COMPONENTS, nHOLT THAmOR PROJECT PRIOR To BID.ADDITION ALY,PRIOR TO THE ORDERING OR PURCHASING OF ANY EQUIPMENT OR MATERIALS AND MDR TO THE I1,15TALLATION OF ANY NEW INSTALLATIONS,AND CONTROLS TO COMPLY WON THE FOLLOWING: WORN,THECORRACTOR SHALL ENAMINETHE PREMISES OF WXERETHE WORK WILL Bf DONE AND VERIFY IEE%ISTNG CONDITIONS WILL IN ANY MANNER AFFECT TME 2. SUPPLY,RCTURN,E%HAUSTANDWTSIMMRDCUSHALLBECONSMUCTEDOFGALVANIZFDSMFETMETAL CONFORMING-HA5TMA90, d s,re..wxcr..cwsmu WORRDNOERNTRACTTRACT.ANY MINETH CONDXSESOFONS 11CH ARE NETNEPARENT OR NW1U.EWLD BEDWRIMLEXIS"NED FROVAONDIn VISITTOTHESIT HERAR NOTBETHf 525,AND A527 RATINGS AND A G9G COATING MIGRATION.AU-DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THESUOMISSIDNOFABIDORPROPOSALWILLBECMMUCTEDASEVIOENCETHATTHECONTRACTORISFAMILIARWRHTHEPLWS WOR UNDER TARGE INTHECONTRACTTING CO THE LATEST VERSION OFSMACNA'S'HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXJBLE'FIBERGLASS DUCTBOARD SHALL NOT BE ANDETROING SITE.CLAIMSMADESUBSEQNENTTOTHEPRDPOSALMRMAMlR DRMORDUE TODIFFIWLTIESENCOUNTERED USED. WILL NOT BE RECOGNIZED,UNLESS THESE DIFFICULTIES COULD NOT HAVE BEEN FORESEEN EVEN THOUGH PROPER EXM'JNATION HAD 2. VERIFY EXISTING LOCATI DN5 OF EQUIPMENT,DUCTWORK,PIPING,AND SYSTEM COMPONENTS PRIOR TO DEMOLRION.IF EXISTING CONDITIONS ARE DIFFERENT THAN BEEN MADE. - WHAT 15INDICATED ON THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE OWNEVARCHRER PRIOR To PROCEEDING WITH Wo- �� LOW PEE55URELAR DEEWORK.CBE[ONSTRUCTEO T021N.W.G.PRESSU0.E[LASSIFlCATMS,WITH SEAL'C'MDA LEAKAGE RATE OF 12 FOR RECTANGULAR DUCTWMN. B. PROVIDE ON E QUIPMENTINS,AS SPECIFIED AND DAA RMALL UIRED BY CODE.(REO TO INSTALL COMPLETE AND OPERABLE SYSTEMS AS / 3. CONTRACTORTDPIR IDE ALL LABOR,EQUIPMENT AND MATERIALS NEEDED TO REMOVE EXISTING EQUIPMENT,DUCTWORK,PIPING,ETC.NOT REQUIRED FOR THE d INDICATEDONTHE DRAWINGS,AS SPECIFIED ANO AS REQUIRED BY CODE. PE30PER MnONOFTHEHMSY5TEM50REZJ5TINGTORFJMIN5YSTBMS.REMOVAL WILL BE CONSISTENT WITH THE FINAL CONFIGURATION OF THE SYSTEMS MITERED AND RADIUS ELBOWS SHALL HAVEAAVNIMUM I.S RADIUS,UNLESS NOTED OTHERWISE. _ IOR TO INDICATED ON THE NEW WORK PLANS.ALL ITEMS THAT ME DEMOLISHED OR DAMAGED SHALL BECOME THE PROPERTY OF THE CANTHI UPON REMOVAL.THE C. PROVIDES EQUIPEN kMATEIALS.NDMATEREAL SBMTITALS FOR APPROVALITTEDT TO THE NG COMPLIANCE AREHITITH NTRACT APPLICABLREQUIREME,AMTS P SMALL MATERIA L5 SHALL BE REMOVED IMMEDIATELY FROM THE SITE AND SMALL NOT BE REUSED.DI5WSE DF ALL ICRRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, 5. PROVIDE SINGLE THICKNESS TURNING VANES FOR ALL MITERED TURNS, AND RADIUS ELBOWSLRS THAN I.S PAOUS. ORDENNGEQUIRMETo PLES MATERIALS.FABRITATION OF.BESUBED ITE S.UBMTEMFR SH MCHCLUDE ANNUFACMLE,AND SHALL BE MPROVEDPRIOR TD WRCHASE OR FABRICATION OF WBMITTED ITERS.SU&WTTAL55HALL INCLUDE MANUFACTURER MO MODEL STATE,AND LOCAL REQUIREMENTS. 6. WCTWOW5EAMSANDJOINTESMALL RESEALED WITH SOLVENT BASED SEAM ADJOINT SEALANT.FLANGEDJOINT55HALLBESEALEDWRH NUMBER,SCHEDULED INFORMATION.RECCRICAL-CHARACTERISTICS,ACCESSDUES MD DPTIDNS,INSTALLATION INSTRUCTIONS,AND MASTIC,ONE PMT,ACID-CURING,011111111111 SEALAIT COMPLIANT DUTCH ASTM 120.WCTTME SHALL HOT BEUSED. UST ANV DEVIATIONS FROM REQUIREMENTS. Consulting Engineers d. PRIOR TO REMOVALQUAMY MECXARICAL EQUIPMENT,ASSURE THAT MY ASSOCIATED POWER,GAS,MOCONTROL WIRING HAS BEEN$AFES.Y DISCONNECTED. 419:Pleavnl Hill Rd.,Suite 200 5. PROTECT OPENINGS OF DUCTWORK,PIPING,CONCHET,ETC FROM ENTRANCE OF FOREIGN MATERIALS AT ALL TIMES DURING CONSTRUCTION. H7. ALL SUPPLY AIR AND OUTDOOR AIR QUCT BRANCH DUCTS 5HPJL INCLUDE MANUAL BALANCING DAMPERS AT CONNECTION TO MAIN DUCTS.IF D. ALL EQUIPMENT B MATERIALS SHALL BE NEW IUNLE55 OTHERWISE INDICATED),AND THE CURRENT MODEL FOR WHICH REPLACEMENT DIIIth,(;,AL 30096 •I MANUAL VOLUME DAMPERS ARE INSTALLED IN INACCESSIBLE[FILING M SAVLAR SPACE,PROVIDE REMOTE DAMPER CONTROLLER AND VOLUME PARTS ARE ANABABLE SUBSTERITIONS WILL ONLY BE ACCEPTED AT THE DISCRETION OF THE ENGINEER. ip)-M,622.2270 if,770622.2271 A. UNLESS SPECIFICALLY NOTED TO BE REAOVED,EXISTING EQUIPMENT,DUCTWORK PIPING,ETC.15 TO REMAIN,EXISTING ITEMS TO REMAIN AND EXISTING BUILDING DAMPER,YOUNGREGULATORBOVWENCABLE CONTROLLER 1-1116CCONCEAJED CUP AND COVER.DAMPER MODEL 83DA-11,OR EQUAL SURFACES SMALL BE ADEQUATELY PROTECTED FROM DEMOLITION AND NEW CONSTRUCTION WORN,M NEEDED.ANY ITEMS DAMAGED SHABE ADEQUATELY E. USED.WRIERTWO OR MORE ITEMS M THE SAME TYPE OF EQUIPMENT ARE REQUIRED,THE PRODUCT OF ONE MMUFAERRfR SHALL BE LL CLEARED OR REPLACED TO THE OWNERS SATISFACTION TD ORIGINAL CONDITION BEFORE CONSTRUCTION. 8. SPIN IN FITTINGS SHALL BE 26 GAUGE GALVANIZED G90 SHEET METAL WITH INTEGRAL DAMPER AND SCOOP. USED. 7. PATCHANYHDLE5IMSTRUCRRECREATEDBYREMOVALOFDUCTWOMR.PIPING,CONDUITS,ETC.ABANDONED ITEMS,MCI-Im"SERTS,PIPES-rusI AND OTHER 9. R IBLEDUCTWORISHALLDEULI8ICLASSIR M,FL.XNASTERTYPE6 MO PROVEDEQUAL.FL Bl DUCTWOMNS LNOTBEUSM F. IF THE CONTRACTOR SUBSTITUTES EQUIPMENT OR MATERIALS DIFFERENT FROM THE EQUIPMENT B MATERINS SPECIFIED,THE SIMILM PROJECTIONS NET BEING CONCEALED BY NEW CONSTRUCTION SMALL BE REMOVED TO A MINIMUM O I"BLOW THE ADJACENT FINISHED SURFACE AND THE IN NEGATIVE PRESSURE APPLICATIONS. CONTRACTOR WILL BE RESPONSIBLE MRMYCHANGES ORINCREASE INCOSTSTO INCLUDING BUT HOT LIMETEDTOELECER- DISTRIBUTION SYSTEMS,STRUCTURAL SUPPORTS,MCHITECRRAL CHMGE5,ETC.TO ACCOMMODATE THE SUBSTITUTED EQUIPMENT. DISTURBEDAREAPATCHED. 1D. ACCESS MORE SHALL BE DOUBLE WALL,DUCT MOUNTED,ROUND WITH CMA LOCKS AND CABLES.FABRICATED OF GALVANRED SMELT METAL 8. ROATE OU,C"IWO0.ROR PIPING WHERE EXISTING INSULATED OUCTWDRR OR PIPING IS PATCHEO,CMRD,ETC.WITH NEW INSULATION MATERIALS THAT MATCH WITH INSULATION FILL AND THICKNESS FOR CLASS I DUCTWORK G. THECONTMRORSHALLWARRMTTOTHEOWNERTHATALLWORKSHALLDEMUFROMDEFECTSMDWILLCONFOPMTOTHE EINS CONTRACT DOCUMENTS.THIS WAR SHALL EXTEND NOT UESS THAN ONE N I YEAR FROM THE DATE OF BENEFlCIAL OCCUPANCY THE EXISTING INSULAT IW MATERIALS AND R-VALVES. 11, INSULATE ALL SUPPLY AIR AND OUTDOOR AIR DUCTWORK AND RETEEN AIR WCTWMN WITH INTEGRAL VAPOR BMRIER.INSULATION SHALL BE FORWORAVUTHIPAR-SRIALS,COWMSMSSHALLINCLUDEMANUFACRREREXTFNOEDFDUR141YEMWMRAMYIN 9. WHERE TEMPORARY SHUTDOWN OF SERVICES IS NEEDED FOR AREAS THAT WILL BE OCCUPIED DURING CONSTRUCTION,THE SHUTDOWN SHALL BE CLOSELY MIN.R-8 WHEN INSTALLED.INSULATION SHALL BE APPLIED WITH UHBROREN VAPOR SEALS.THE INSULATION SHAL BE CONTINUOUS THROUGH ADDITION TO INITIAL CONTRACTM ONE 11)YEAR WARRANTY. COORDINATED WITH OWNER.ANUJJGEWORKTOMSURETWTMYSHUTDOWNOFY0.ICESTIiSASMINIMALASPOSSIBLE WALL OPENINGS AND SLEEVES.ALL DUCT HANGARS SHALL BE INSTALLED UUTSIDE OF DUCTINSULATION.ALL APPURTENANCES CDHNECTEDTO COLD SURFACES SHALL BE INSULATED TO PREVENT CONDENSATION. H. THE CONTRACTOR SHALL PROVIDE OPERATION B MAINTENANCE(OEM)MANUALS THAT SHALL,AS A MINIMUM,INCLUDE PMTS LISTS FOR INDIVIDUAL COMPONENTS OF EACH PIECE OF EW IPMENT,MANUFACTURERS NAME AND ADDRESS,LOCATION OF LOCA PARTS 12. SUPPLY AND RETURN DUCTWORK LOCATED EXTERIOR TO THE BUILDING ENVELOPE SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL SUPPLIER,MANUFACTURERS PUBLISHED OPERATION AND MAINTENANCE INSTRUCTIONS,DATA SHEETS HIGHLIGHTING EQUIPMENT (GI)MIN,IWITH 1LLSEAMSCAULRE1111-1 WIVE-111.CDATFO WITH A RUST PREVENTIVE COATING OVER THE ENTIRE DUCT DESIGNATIONS AND MODEL MUNIER.S,DATA SHEETS FOR FANS SHALL INCLUDE FAR CURVE OR PERFORMANCE DATA FOR THE FULL SURFACE.WCTWOUl TO BE SLdiIT N.III"PER FOOT,PROVID-R-8,12"THICKI RIGID INSULATION BOARD,/OHNS MANVILLE 600 RANGE OF STATIC PRESSURE AND CFMCAPABILETIES. SERIES SPIN-G V.S OR EQUAL.PROVIDE WEATHER.PROOF CLADDING JACNET ON EXTRIM OF ASSEMBLY,JOIN MANVILLE AWMAOUARD OR EQUAL. I. THE CONTRACTOR SHALL PROVIDE OPERATION B MAINTENANCE OEM)MANUALS THAT SHALL,M A MINIMUM,INCLUDE PMTS LISTS FOR INDIVIDUAL COMPONENTS OF EACH PIECE OF EQUIPMENT,MANUFACTURERS NAME AND AWRE55,LOCATION OF LOCAL PARTS „1 LANAIIFA p Fql gdNT plplry(: SUPPLIER,MANUFACTJRERS PUBLISHED OPERATION MD WINTENMCE IN5TRUCTION5.DATA SHEER HIGHLIGNTING EQUIPMENT DESIGNATIONS AND MOOR NUMBERS.DATA SHEETS FOR FMS SHALL INCLUDE FM CURVE OR PERFORMANCE DATA FOR THE FULL !A I. REFRIGERANT PIPING TO BE TYPE ACR COPPER TUBING CW FORM,NGTOASTMB280. RANGE OF STATIC PRESSURE AND CFM CAPABILETIES. `w,JS yTCPAZyB y''� 2. REFRIGERANTSUCTIONLINESTOBESLOPED1X8"PER10LINEARFEETOFHORROMALRWTOWARDCOMPRESSORWITHNOLONGTRAPSOR J. UPON COMPLETION MHE THE WORK,TCONTRACTOR SHARTMOROUGHLY CLEAN THE CONTRACTAREA ANDALL OTHER AREAS USED AT ETC. DEAD ENDS THMAY CAUSE OIL SEPARATION. FOR STORAGE,STAGING, THI5 SMALL INCLUDE,BUT NOT BE LIMITED TO,WASHING AND REPAIRING CLASS,REVIN MOG SPOTS AND STAINS,CLEANING ALL FIXTURES AND WASHING ALL FLOORS,WALLS,AND CEILINGS,AS MM PUICAOLE TO THE WORK AREA. 3. REFRIGERANT PIPING TO BE SIEED AND INSTALLED TO MEET WITH ALL MANUFACTURER REQUIREMENTS FOR VERTICAL AND REAL MAXIMUM IENGTHREQUIREMENTS, N ANY BUILDING SURFACE,INCL UDING BUT NOT LIMITED TO WAIL,ROW,DOORS,WINDOWS,AND CEILINGS,DAMAGED DURING THE INSTALLATION,FABRICATION,DR MOVING OF MECHANICAL EQUIPMENT AND ACCESSORIES SHALL BE REPAIRED To MATCX NEW OR 'iw B�pE ORl9r X423: 4. REFRIGERANT CHARGING VALVE CONNECTIONS TO BE PROVIDED IN LIQUID LINE BETWEEN RECEIVER SHETOFF VALVE AND EXPANSION VALVE. EXISTING CONDITIONS. ii,PYONAL fa333` E. REFRIGERANT UNIT TO BE INSULATEOTO MINIMUM ENERGY CODE REQUIREMENTS.INSULATION INSTALLED ON EXTERIOR OF THE BUILDING L. CONSTRUCTION DOCUMENTS ARE BASED UPM A FIELD EXAMINATION OFTHE SITE AND AVAILABLE EXISTING WILDING PLANS,AND IHIIt SHALL BE COVERED WITH AN ASPHALT SATURATED VAPOR BANNER AND PAINTED WITH TWO 12)COATS OF ASPHALTIC WATER PROOFING THEREFORE,MAY NOT INDICATE AUL EXI5BNG ITEMS AND SITE CONDITIONS.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPOUND, FAMILIAR WITH THE WORK AREAS AND SCOPE DF WORK OF THE PROJECT PRIOR TO BID.ADDITIUNAIY,PRIOR TO THE ORDERING OR PURCHASING DF MY EQUIPMENT MMATERIALE AMD PRIOR TO THE INSTARATON W ANY NEW WORE,THE CONTRACTOR SHALL COWENSANE: EXAMINE THE PREMISES OF WHERE THE WORK WILL BE DONE AND VERIFY IF EXISTING CONOTI ONS WILL IN MT MASHER AFFECT THE WORK UNDER THIS CONTRACT.ANY EXISTING CONDITIONS WHICH ARE APPARENT OR COULD BE REASONMLY INFERRED FROM A VISIT 1. CONDENSATE DRAIN PIPING SHALL BE SLOPED AT A MINIMUM I 18"PER LINEAR FOOT OF HDN2OTAL RUN.CONDENSATE LINES SHALL INCLUDE TO THE SITE SHALL NOT HE THE BASIS TDR A CHANGE IN THE CONTRACT AMOUNT. �3` TRAP WITH CLEAROUT PWG AT EACH EQUIPMENT COENSATE CONNECTION. M. VERIFY EXISTING LOCATIONS OF EQUIPMENT,DUCTWORK,PIPING,MID SYSTEM COMPONENTS PRIOR TO DEMOLITION,IF EXI5TING 2. CONDENSATE PIPING SHALL BE INSULATED WITH N"ARAAAREX INSULATION OR APPROVED EQUAL. CONDITIONS MEDIFFOENTTHANWHATISINDICATEDON THECOIRACTDOCUMENR,THECOTRACTORSHALLNMIFYTHE OWNERi ARCHITECT PRIOR TO PROCEEDING WITH WORK. 3. AIR HANDLING UNITS WITH COOLING COILS SHALL BE PROVIDEDWITH A WATER DETECTION DEVICE,CONFORMING WITH UL 508,INETALIED IN A EITHERTHEUNITPRIAVEY CFMNPAN OR OVERROWDRMN LINE CONNECTION.WATER LEVELDETECTIONDEVICES SHARES WIREDTO N. COIRACTORTO PRADEALLLMOR,EWIPMEMMDMATERIAL5NEDMTORENAVEEXISTINGEQU�M T,WCTWORK,PIPMG, SHUTDOWN AIR HATUUNG MIT. ETC NOT REQUIRED FOR THE PRDFER OPERATION OF THE NEW SYSTEMS OR EXISTING TO REMAIN SYSTEMS.REMOVAL WILL BE CONSISTENT WITH THE FINAL CMFIGUMTIM OFTHE SYSTEMS INDICATED ON TINE NEW WORK PIANS.ALL ITEMS THAT ME HANGERS AND SU DEMOLISHED OR DAMAGED SHALL BECOME THE PRDFENTY OF THE CONTRACTOR UPON REMOVAL.THE MATERIALS SHALL BE REMOVED /� I, IMMEDIATELY FROM THE SITE AND SHALL NOT BE ROUSED,OSPDSE OF ALL DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL.,STATE. Atlat1110 Beach CItnE oLClub 1. MAXIMUM PIF£HANGER SPACING SHALL BE IN ACCORDANCE WRIT ANSIIMSSSP 58. AND LOCAL IIEQUIPFMENTS. Phase 1 2. DUCRVORr DUETWOKHARGRSINACCORDANCE WIT FOR HDAHVACWRCOND10'-DIONSTMDARD-METAL MDFLE%IBLE.MAIOMUM 0. PRIORTOREMOVALSCONNEC OF MY MECHANICAL EQUIPMENT,ENSURE THAT ANY ASSOCIATED POWER,GAS,AND CONTROL WIRING HAS BEEN Construction Documents SPACING OF OUCTWORH HANGERS SHALL BE 8'-0"O.C.FOR HORIZONTAL RUNS AND 10'-D"FOR VERTICAL RUNS. SAFRY DISCONNECTED. CONTROLS: F. FROTECT OPENINGS OFWCTWORK,PIPING,CONDUCT,ETC.FROM ENTRANCE OF FOREIGN MATERIALS AT ALL TALSDURING 1600SelvaMarine Drive CONATRUCTIOR Atlantic Beach,Florida 32233 1. PROVIDE LOW VOLTAGE CONTROL WIRING,AS NEEDED,FDR ALL MECHANICAL SYSTEMS.THERMOSTATS TO BE ADA EN AND ERGY CODE COMPUANT,7.DAY PRWRMANSHELLTYPE.PROVIC£VENTED,LOCHABLE COVER FOR THERMOSTATS LOCATED IN PUBLIC AREAS. Q. UNLESS SPECIFICALLY NOTED TO BE REMOVED,91STING EQUIPMENT,DUCTWORK PIPING,EEL IS TO REMAIN.EXISTING ITEMS TO REMAIN AND EXISTING BUILOING SURFACES SHALL BE ADEQUATELY PROTECTED FROM DEMOLITION AND NEW CONSTRUCTION WORK,9 REVISION 2. INSTALLTHERA3 AT515ENSORSAT48-MOKTHEFINISHMRGDRUNLR50THERWLSESTATW,MDCMEFULLYCWRDINATEALL NEEDED.ANY ITEMS DAMAGED SHALL BE ADEQUATELY CLEANED OR REPLACED TO THE OWNER'S SATISFACTION TO ORIGINAL NO. DATE DESCRIPTION LOCATIONS WITH INTERIOR FVUSHES AND ELEVATIONS,AS APPLICABLE. CONDITI ON BEFORE CONSTRUCTION. 1 1Z-0Z-Z2 SD PRICING 2 OZ-10.23 DD PRICING REMEDIATION PFOUIRFMENR. R. PATCH ANY HOlF51N STRUCTURE CREATED)BY RF A0VAL OF 0UCTYlON{,PIPING,CONDUITS,ETC.MM'DONED ITGIS.ANCHORS, 3 0330.23 BOY.co INSERTS,PI PE STUBS,MD OTHER SIMILAR PROJECTIONS NOT BEING CONCEALED BY NEW CONSTRUCTION SHALL BE REMOVED TOA 405-2323 PERMIT SET REPLACE ALL EXJ5TING DUCTBOARD DUCTWORKS WITH RIGID GALVANIZED SHEET METAL DUCTWORK DUE TO MOLD GROWTH IN THE FACILITY. MINIMUM OF V BELOW THE ADJACENT FINISHED SURFACE AND NEE DISTURBED MEA PATCHED. DUCTBOARD WAS INSTALLED FOR THE SUPPLY AND•E'TIWN DUCTWORK IN BUILDING 1. 5. RENSU.ATE DUCTWORK OR PIPING WHERE EXISTING INSULATED DUCTWORK OR PIPING IS PATCHED,CAPPED,ETC.WITH NEW 2. ALL EXISTING TO REMAIN AND BE REUSED DUCTW'ORA AND EQUIPMENT SHALL BE THOROUGHLY CLEARED IN ACC ORDANCE WITH MSTIONAL AIR INSULATION MATERIALS THAT MATCH THE EXISTING INSULATION MATERIALS AND R VALUES. DUCT CLEANING ASSOCIATION 1NADCA)STANDARDS TO REMOVE DUST,DIRT,MOLD,SPORES,MICROBES,MD OTHER PARTICULATES.MOD GROWTH ON NON-FOROUS SURFACES INSIDE THE UNITRAX BE WIPED CLEAN WITH A MILD DETERGENT.INFESTED FM BLADES AND CDOUNG COOROINATIXI COILS SMALL BE REMOVED FROMTHE UNITS,TAKEN OUTSIDE,AND CLEANED.ONLY EPA MFTI METHODS SHALL BE USED FOR CLEWING, 1. THE DRAWINGS SMALL BE CONSIDERED As DIAGRAMMATIC.ATTENTION IS CALLED TO THE FACTTHAT WHILE THE DRAWINGS ARE GENERALLY 3. OUSTING AIR DISTRIBUTION DEVICES TO REMAIN AND BE REUSED SHALL BE CLEMEDTO REMOVE DUST,DIRT,MOLD,SPORES,MICROBES,AND TO SCALE AND ME ACCURATE AS THE SCALE WILL PERMIT.DO NOT SCALE DRAWING$.THE EXACT LOCATIM5 NECESSARY TO SECURE THE OTHER PARTICULATES. BEST CONOTION5 AND PE5ULT5 MUST BE DETERMINED BY THE PROJECT SITE CONDmONS AND SHALL HAVE THE APPROVAL OF THE ENGINEER BEFORE BONG INSTALLED.CUTTING OR ALTERING MY STRUCTURAL MFAHBERf MUST NOT BE PERMITTED WITHOUT WRITTEN APPROVAL OF SEAL ALL PENETRATIDNS IN EXISTING DUCTWORK TO REMAIN AIRTIGHT. ARCHITECT OR 5TRUCTURAU ENGINEER,AS APPLICABLE.ADDITIONALLY,THE DRAWINGS DO HOT INDICATE EVERT FITTING,ELBOW,OFFSET, OR SIMILAR COMMENTS WHICH ARE REWIRED TO COMPLETE THE WORK. 1. SEAL ALL DUCTWORK,PIPING,CON WIT,ETC.PENETRATIONS THROUGH THE MECHANICAL MIIZANINE CLOSET WALLS.CFILING,AND ROOFS AIRTIGHT. 2. COORDINATE CONSTWCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL,STRUCTURAL.CIVIL,ELECTRICAL WERE,AS APPLICABLE, SHOWN ON EITHER CONTRACT DOCUMENT DRAWINGS.ALL REQUIRED CLEARANCES SHALL BE PROVIDED. 6. 51UUE0 EXISTING ARU TO REMAIN AND BE PEUSED CMMET PENETRATIONS SUCH AS REFRIGERANT PIPING,CONDENSATE,PIPING,ELECTRICAL CDNDUIT,TAB RUGS.ETC.AIRTIGHT WITH MASTIC AND DUCT TME. 3. LOCATIONS OF EXTERIM PENETRATIONSN.E.LOUVERS OR WALLCAPSI AND INDOOR EXPOSED MECHANICAL EQUIPMENT AND ACCESSORIES !IS SHAT BE FACTORY COATED To MATCH BUILDING EATERIM FINISH.COLOR SHALL HE APPROVED BY THE ARCHITECT ANDIM OWNER vJ 7. REMOVE THE CEILING AIR DISTRIBUTION DEVICES AND SEAL BETWEEN THE AIR DISTRIBUTION DEVICE BOUT AND THE CEILING,RGNSLBATE REPRESENTATIVE,AS MPLICMLE,PRIOR TO PURCHASE. W WHERE INSULATION IS MISSING AROUND THE METAL BOOT. I- ALL AUTERIALS INSTALLED WITHIN HVAC AIR PLENUMS SHALL 8E RATED WITH A MAXIMUM FIdME-SPRFM INDEX OF 25ITO d MAXIMLW.SM01(E- O 8. PRO VIDETESTINGMDBALANCINGINACCORDMCEWITHA PROVIDEDBYACEriI MNMBTMPRMB510NALATTHECOEF[Fr W d DEVELOPED INDEX OF 50. THE WORK. Z 5. REFER G5ARCHITECTURAL PLANS FOR FIRE ITP SMOKE RESISTANCE RATINGS OF ALL WALLS,ROOKS,CELINGS,OR MO PM OVT S.ALL 9. PRODOE CONTROL SYSTEM SHIREROIGRLL CONTRATOTSI)MN1INTILDING FORMDTE IN.TNSSHACES,AND PROVIDE THE FOLLOWING: OPENINGSIHE DESIGNATED WETOPI OF THE CMWIT,ETC.,SHALL BE FIRE STOPPED WITHAPROWR51MIL4RTO 3AB pR APPROVED EQUAL TO DDC CONTROL SYSTEM SHALL INCLUDE AN OPERATOR'S INTERFACE IN BOLDING t,REMOTE IHTRNET ACCESS,MO PROVIDETHE FOLLOWING: MAINTAN THE OE5IGNATEO RATING OF THE ASSEMBLY. ESQ I. HEAT/COO COMMANDS TO HVAC EWIPMENT 6. DUCTWOPJ(MD PIPING SHALL NOT BE INSTALLED IN ROOMS DESIGNATED TO CAFTAN ELECTRICAL EQUIPMENT I.E.ELECTRICAL,IT, Of b. DER MDIFI I REHEAT COMMANDS TO HVAC EQUIPMENT(WHERE MPUCABLE) ELEVATOR RDOMSI UNLESS SERVING THE RESPECTIVE ROOM.DUCTWRCW AND PIPING SHALL NOT BE INSTALLED DIRECTLY OVER ELECTRICAL W ECONOMIZER CONTROLS 1WHERE MPLICMLE) EQUIPMENT OR PANELS. d. STMT/STM COMMANDS TO HVAC EQUIPMENT TIME OF DAT CONTROLS FOR HVAC EQUIPMENT w f. PRE55UREMOREFONNG FOR BUILDINGS SPACES !1'T 9. SPACE TEMPERATURE AND HUMIDITY MONITORING 1. TEST INO,ADJUSTING.AND BALITE ING ITMI SHALL BE PERFORMED ON ALL SCHEDULED EQUIPMENT AND DFVI CES BEFDPE MY INSULATION 15 V h. VENTILATION I OUTSIDE AIR MEASUREMENTS MPLIEDAND INCLUDE SUPPLY AIR,EXHAUST AIR.AND GROOM AR VALUES INDICATED FOR EACH SYSTEM.TAB AGENCY SHALL BEA MEMBER J 1. MONITORING W EQUIPMENT OPERATIONS Of THE ASSOCIATED AIR BALANCE COUNCIL NARC)OR THE NATIONAL ENVIRONMENTAL BALANCING BUREAU INEBB, I. SYSTEM ALAPNS R. SPACE TEMPERATURE AND HUMIDITY SEEPOINT OVERRIDES 2. SUBMIT THE TEST'AND BALANCE REPORT TO THE OWNER OR ARCHITECT,AS APPLICABLE,FOR APPROVAL.REPORT SHALL INCLUDE ALL I. HVAC EQUIPMENT SUPPLY AIR TEMPERATURE AND MUNI MONITORING MRICABIF AIR MD HYDRAULIC BALANCING DATAAND PROVIDE A SUMMARY OF INSTRUMENTS USED WITH LATEST CALIBRATION PATES. REPORTS SHALL BEM THE SEAL OFTHE TABSUPERVISOR IN CMMGE AND INCLUDE A WRITTEN GUMAIITEE THAT ALL WORK WAS PERFORMED Z 1D. PROVIDE NATIVE EXERT COMPATIBLE CONTROLLERS FOR ALL NEW MD EXISTINGTO REMAIN HVAC EQUIPMENT. IN ACCORDANCE WITH THE CERTIFYING AGENCY STANDARDS. 11. REPLACE ALL EXISTING TO REMAIN THERMOSTATS WITH HEWTEASPERARRE SENSORS. EOUIPINT • 1I. PRDVIDETOWKE TORE AND HUMIDITY SPACE AND SUPPLY AIRTEMPERATURE SENSORS FOR ALL NEW AND EXISTING HVAC UMTS. ALL MECHANICAL EQUIPMENT AND ACCESSMIES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER REQUIRFJAERR,CONTRACT U DOCUMENTS,AND ALL APPLICABLE CODES AND REGULATIONS.COORDINATE EQUIPMENT CONNECTIONS AND REQUIRED REMANCES WITH w 13. PROVIDE BACKDRAFT DAMPERS ON ALL EXHAUST AIR FANS AND OUTSIDE NR INTAKES. MANUFACTURER CERTIFIED DRAWINGS.PROVIDE DUCTWORK AND PIPING TRANSITIONS,AS REWIRED. C 14, REIHSULATE/REPAIR REFRIGERANT PIPING INSULATION WHERE INSULATION HAS BEEN DAMAGED OR COMPRESSED.APPLY A PVC JACKETTO 2. PR-ACCESS PANELS FOR INSTALLATIONS IN WALLSANDCBUNGS,WH REQUIRED,TOSERACEDAMPERS.VALVEBMDO Ot Y)ALL REFRIGERANT INSULATION FOR PROTECTION. CONCEALED MEE ANICAL EQUIPMENT THAT REQUIRE ACCESS FOR ADJUSTMENT OR MAINTENANCE.ACCESS PANELS SHALL BE TURNED OVER TO rI GENERAL CONTRACTOR FOR INSTALLATION. LJJ X15. VENTILATION CALCULATIONS ARE PROVIDED IN EACH SECTION OF-11 NARRATIVE TO WMONSTRATE THE SCHUE C DESIGN PROVIDES P01 PRESSURIZATION FOR AIL SPACES. 1. ALL EQUIPMENT,PIPING,ETC.,SHALL BE SUPPMTED AS REQUIRED TO PROVIDE A VIBRATION FREE INSTALLATION. �• 1. ALL EQUIPMENT AND PIPING INSULATION BE RATED WITH A MW MUM RNME-SPREAD INDEX OF 25 AND A MAXIMUM SAk0U-OCVEL0KD INDEX M W 50,M REGULATED BY ASTM E-,NEPA 255,OR UL 723, LL 5 ELECTRICAL WIRING,CONTROLS,ARD CONNECTIONSTO EQUIPMENT TO BE IN ACCORDANCE WITH NEPA 70.ALL ELE-1111 POWERED W SMECHANICAL EQUIPMENT SHALL BE PROVIDED WITH A DISCONNECT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. IL Digitally signed Q Justin by Justin Tracy 6. ALL WIRE AND COMMIT SHALL COMPLY WITH THE NATIONAL. CODE MD DIVISION I6 PEWIRFWENTS. Tracy Date:2023.05.22 COORDINATE LOCATION or ALL GRADE MOON ED MECHMICA EQUIPMENT WITH ARCHTCTURA M AJOR CIVILFEARS,A `J 16:30:21-04'00' APPUCABLE.GRADEMWNTED MECHANICAL EQUIPMENTTO BE INSTALLED LEVR ON A"THIIXCONCRETE PAD THAT EXTENDS 4-FURTHER _ THAN ALL SIDES OF EQUIPMENT FOOTPRINT. a H. FOR EURB-MOUNTEOROOFTOP EQUIPMENT,ROOF CURBS ETAR-BE PROVIDED WITH EQUIPMEIT.UNJESIS NOTED OTHERWISE,PROVIDE ROOF 4 M0. OPENINGS AND ANY SUPPLEMENTAL STRUCTURE,AS NEEDED,TO LEVEL EQUIPMENT. �1. COMDIRATE LOCATION M ALL ROOF MOUNTED MECHANICAL EQUIPMENT WITH MOETTECT.-AND PLANS,AS MRI-..ROOF MOUNTED SOALE:IK"T'D MECHANICALEQUIPMLNTSHAL BEINSTALLEDLR'ELONEQUIPMENTPM,DIVERSITECHCLADLITEMEQUN,THATEITENDS4"FURTHERTHM DRAWN BY.CIV ALL SIDES OF EQUIPMENT FOOTPRINT WITH W THICK NEOPRENE PADS MINIMUM FOUR(4)PER UNTI. PROJECTNO.:2022-352 ETC l3�A 17 i"3COR�IT C`CT SHEPPHIRD ASSOCIATES MECHANICAL ABBREVIATIONS MECHANICAL LEGEND ARCHITECTS+ENGINEERS 26560 AGDURA ROAD,SUITE 106 A/C ABOVE En— 1—UPACTURER LEAVING WATER TEMPERATURE - - F-----7 EXISTING BE REMOVED CAfABASAS,CA 91302 AG ABOVE GRADE MAIUMum AHE NR HANOUNG UNIT ONE THOUSAND BEES PER HOUR _ - --2 DUSTING DUCTWORK OR EQUIPMENT TO REMAIL A 310.670.9144 w0.s(JshepHe wm AFF ABOVE FINISHED FLOOR kE[HANIUL ARCH ARCHITECTURAL ,12i1NEµDVCTWORR(FIRS FIGURE=SIDE SHOWN) - ASHRAE AMERICAN SOCIETY OF HEATING,REFRIGERATION, MOT OR HORSEPOWER DIMENSIONS SHOWN AAE CLEAR INSIDE DUCT REQUIREMENTSAND AIR CONDITIONING ENGINEERS MIIMIBEE BELOW FINISHED FLDOR MOTOR OPERATED DAMPER ® DUCT UNDER POSmVE PRESSURE BLDG BUILDING NOISE 111FMA NORMALLY CLOSEDDTUH BRITISH THERMAL UNITS PER HOUR NOT INC_CT � DUCT UNDER NEGATIVE PRESSURE �~ CFCI CONTRACTOR FURNISHED AND I NSTALIED NTS NOT TO SCALE t�T� CFM CUBIC FEET PER MINUTE OA OUTSIDE AIR IIld i'� / CLNG CEILING OC ON CENTER POSTIVE PRESSURE DUCT TURNING UP l ,ffCO CLEANOUT IOWNER FURNISHED,CONTRACTOR INSTALLED J COND CONDENSATE PC PUMPEOCONDENSATE Z-� NEGATIVE PRESSURE DUCT TURNING UP CRD CEILING RADIATION DAMPER PD ERESSURE DROP CW CDNDENSERWATER PH PHASE d POSRIVEPRESSURE DUCT TURNING DOWN Consulting Engineers DB DECIBEL PIU POWERED INDUCTION UNIT 4197,PI—Hill Rd.,Suite 200 DEG DEGREE RA RETURN AIR i NEGATIVE PM55URE DUCT TURNING DOWN .. DN DIAMETER IRI RELOUTED I EQUIPMENTI Du227 G.43 70. DN DOWN RPM REVOLUIIONSPERMINUTE ITT I F—I RISEINDUCTIARROWINDICATE5AIRFLOWDIRECnON) (P)i/0.6_2.12i0 (�I 7,7,0.622.?til DWG DRAWING RTU ROOFTOP UNIT DPT DIFFERENTIAL PRESSURETRANSMITTER SA I SUPPLYAR D— EI EXISTING = SEER SEASONAL ENERGY EFFICIENCY RATIO I-2 DROP IN DUCT IAAAOW INDICATES AHFLOW OIIERIOm EA EXHAUST AIR OR EACH AS APPU CABEEI SL SOUND LWING EAT ENTERIMG MRTEMPEIUTERE SHEET METAL B AIR CONDITIONING TRANSITION IN DUCT,SQUARE TO SQUARE EER ENERGY,rnCIENCY RATING SNACNA CONTRACTORS NATIONAL ASSOCIATION EF EXHAUST FAN SP STATIC 1.11 R6 1�� V TRANSITION IN DUCT,SQUARE TO BOVND (ER) EXISTING TO BE RFMOVTD 55 STAINLESS STEEL I(ERI EXISTING TO BE REMOVED AND RELOCATED Ts TYPICAL DUCT UPPED AND SEAUEO ESP —EN&STATIC PRESSURE H UNIT HEATER 'F DEGREES FAHRENHEIT UL UNDERWRITERS IABORATORIEs INTERNALLY LINED DUCT FCU FAN COL UNIT UON UNLESS OTXERWISE NOTED FEE FINISHEDFLOOREIFV-. V VENT OR 1.111.AFFE"ABLFI SQUARE THROAT ELBOW WITH TURNING YANES I'M FEET PER MINUTE VAV VARIABLE AIR VOLUME R FOOT OR FEET VU VOLUME DAMPER GA GAUGE VFD VARIABLE FREQUENCY DRIVE SQUARE THROAT ELBOW WITHORTURNING VANES GF GAS FURNACE VIF VERIFY IN HELD FULL RADIUS ELBOW ELT/ GPM GALLONS PER MINUTE VTR VENT THROUGH HOOF �S",1tN I$ Ty T HAP HIGH AS POSSMI£ W WASTE T,� 11 DEGREE TO WITHOUT BNANCING DAMPER `�1�5 cE HP HOR5EPOWER WI w- HW �' A HW HOT WATER WB WET 6UED O., l Na. 377 HZ HERTZ WG WATER GAUGE AI/�� 45 DEGREE TAP WRX BAUNCING DAMPER = _ IN INCH OR INCHES WPO WATER PRESSURE DROP NV! NIL.— 0 DIAMETER CONICAL TO WITHOUT BALANCING DAMPER �yE 9TA y LAT —EG AIR TEMPERATURE SpA pA0R19P `` LBS POUNDS SPIN IN RUNOUT FITTING WITH BALANCING DAMPER AND SCOOP FC —GLE DUCT CONNECTION Un1lll F=r= MVD MANUALBAUNCINGDAMPER BUD COUNTERBALANCED BACKDRAFT DAMPER EO I FIRE DAMPER FSG COMBINATION FIRE AND SMOKE DAMPER ff-- 1p��IpArlaimc•eU ch MOTORIZED DAMPER B-� CD SUPPLY AIR DIFFUSER Atlantic Beach Country Club �--� CG RETURN AIR GRILLE Phase 1 TO ROOM OR SPACE THERMOSTAT Construction Documents 1600 Selva Manna Drive 8 ROOM OR SPACE HUMmISLT Atlantic Beach,Florida 32233 © CARBON DIOMDE SENSOR REVISION NO. DATE D CFETION QB REMOTE ROOM OR SPACE TEMPERATURE SENSOR i 1 12-02-22 1 WPRICING 2 011022DD PRICING SD SMOREDETECTOR,DUCTD03 REQUI PMENTMOUNTED 3023 90%CD -G02023 PERMIT SET DIFFUSER/GRILLE AIR QUANTITY B TYPE DESIGNATION SYMBOL LIN CFM) EQUIPMENETAG e—� POINT OF CONNECTION,NEW TO EXISTING �1 POUR OF LIMIT OF DEMOLITION Justin Digitally signed by Justin Tracy Date:2023.0522 Tracy 1629:38-04'00' 06 0 z W CD W J � Q Z U0 zQ Q— 2> f W ry In (�Q W W S IL LL `W a Q U 4-M0.2 SCALE:11-1 DRAWN BY:CW r PROJECTNO:2022852 AC "TMJ r/7 I"ICORAIT[?CT SHEPPHIRD E%HAVST RISER90`ELBOW WITHTURNING BBw vAPORPRODF vEancu ASS IAT E IINCANDESCENTUGHT RO vANEs wsIB+Plr DucTwoRK ARCHITECTS+ENGINEERS CT HANGNG ANGLE / J FILE)IIBIFVDUCTWORPER s.1U E CAMPER 26560 A SAS.C ROAD,SURE 1176 MAIN DUCT � CALABASAS,CA 91302 I BTANCOFF x--f DIFFUSERRU IO wm sa g 31a.Bro.sla WIlI.3®6RBp Be.mm DPANUNESHAU_FATLEAST STRWGHT 4 D3l10 HEELR �J 1211 24'NOM THE SAME SIZE AS THE NIPPLE TH D BRANCH OUCT RISTHERESPONSIBILDY I .- THROAT OF THEARLHTTECDOWNERTO 16'U.L CLASSIFIED / On R0.0N5 y ! -BAIPNCING DAMPER IBD.) swvc+rtna[xrr+mn ENSU RETHATTHEHOODCIEARANCE BPFFIE-TYPE (\ PERFORATED PANEL THE DRAIN PAN MAY BE USED PNYWHE. TT'�T"„" WHERE NDICATED ON FROM LIM(fEOLOMBUSTIBLE GREASE FILTERS OMSVING.MINIMUM OFI AND COMBUSTIBLE MATERIALS DUCT DIA FROM MAIN DUCT IS IN COMPLWILE WITH LOCALCODEREOUIREMENTS PITCH DAWN 3 WITH ENOVV TOWARD MAIN DUCT WITH REMOVABLE LW CRNA CLEAN OVT� --d5' YERTCAL if eASUPPLY ry PAn L �-- ZZI'413" OULTMVDONDRANGDAMPER(ED.)WHERE INDICATED _06'MA% 1'IRS MMI ON DNAWNG.MINIMUM OF 1 DUCT DW FROM Consulting Engineers VENTILATOR SHALL BE COMPENSATING WRH THE ADDITION OFA --i- MRINDUCT PERFORATED SUPPLY PLENUM IPSP.SUPPLY NR BHALL DISCHARGE 4197 P1e,,me1 Hill Rd_$utile 200 71H UGMPERFORATEDPANELSATTHEBOTTOMOFFLENUM. T-� USE ONLYATL4TTN OFFBEFDREOUTLETSATHENONLYWHEHE [AI)UIII,GA 30096 S S THE HOOD COMPONENTHALL BE FABRICATED OF TYPE430 I RECTANGULAR RUNOUTS ARE INDICATED ON DRAWINGS STN LESS STEEL.#3 OR AL POLISH.ON ALL EXPOSED SURFACES. 1 CONSTRUCTION SHALL BE IN ACCORDANCE WITH NFPA 95. 60'MA% OPEN D----/ (P)77U.62212i0 (11-0.61_127I TILE HOOD BHALL BE PROVIDED WITH HANGING ANGLES ON EACH END OF THE HD00.AN ADDITIONAL SET OF HANGING ANGLES MAIN DUCT WILLBEFROWDEDFOR HOODS GREATERTHAN 171N LENGTH. EOUPMENT f tl '.AIR HANDLING UNIT DRAIN TRAP TdS, 65'CLINCX Cd1M THE HOOD SHALL BE FIRED WITH U.L.CLASSIFIED ALUMNUM BY OTHERS -M9.7 NT.S. SUPPY-� L RETURN OR E%HAVST�-- READVAILTEITT CLT INGLES.EACH S ERTXALLBEEGR PULLINTo SU PLY VER DUCT W BRANCH DUCT REMOVABLE FDR CLEANING.THE RLTERSTH R DRAIN TUE GREASE TAPETA TO SUPPLY DUCT_ L=WN(4`MN.) INTO A SLOPED GREASE DRAIN SYSTEM WITH REMOVABLE TO PPT CUP FOR EASY CLEANING. TAPE AND SEAL AT DUCT MAIN INSULATION SFII-, RECTANGUIMBALANCING DAMPER I80.)WXERE INdCATED HOD UGHTSSHALLBEU.-ISTEDANDNSFUSTEDFOR PROVIDE EMENDED ON DRAWING..1 IMUM OF I DUCT DIA MVD NYD USE IN COMMERCIAL COONNGHOODS.EACH FIXTURE WILL 1 TIE OFF TO STRUCTURE ACNATdi 3XAFi ROUND FHON ACCOMODATE A LOO WATT INCANDESCENT BULB. 1 I PEDVE SUPPLY DUCT MNH DUCT y y_- __ H000 DIMENSIONS SHALL BE AS SXOWN ON DRAWINGS. METAL BANGOR THEN ONLY WHERE ROUND RUNOUTS ARE INDICATED ON DRAWINGS '12 TYPE I HOOD Ma.1 NT.S. 5�,TYPICAL MAIN TO BRANCH DUCT CONNECTIONS NYLON DRAW BAND M0.1 NT.S. MVO MVO FLE%WLT WITH INPEGRAL AROUND INNER IxIA'(RA IBIIT A REFRIGERANTPPES INSULATION MA%.LENGTH LINER.TIP SPIN-IN TAP FIRINGWIMR `xxx,JS SCOOPSDAMPER N V10E2rS sY�� TRUSTLEXRIGHT'90' ~ B ELBOW. RETURNAIRDUCT E%IERNAL INEUL9TI0n' rOPPOSED BLADE = MOTORIZED CONTROL / DAMPER IO.B.D).SEE T-BARTYPE SUSPENDED - CAMPER W1 VAC NOTE 2. CELING .r11 DUCT CONSTRUCTION DETAIL hyo GTA ACTUATOR ...................... l„ l P�FI0.1 N.T.S. 'A6 pC OKI �2`: SMDMISTECTOR >-LAY-M SUPPLY AIR ''a��SYpN 6?O YA` IWHERE APPLICABLE) .IFFDBERWI STEEL ANGLE BLADE STOP, II I. ROUND ROD POSITIONING NUT BOLT TO DUCT SUPPLY DUCT UP TO ATTIC MSEEAT as AN FLANIONTO HANDLE WITH SEi SLRETri-T NECK A O.B.O. MATCH FAN FUIN DB ROTA RELIEF OUCT NOTES, 1. INSTALLATION IS SIMILAR FOR LINEAR SLOTDIFFUSERS AND DIFFUSERS INSTALLED IN N.IGN HANDLE WITH DAMPER4N � 1H'CIFARNRCE ALL-PROPPED GYPSUM CEILING. LB'DIA BLADE FAN COIL UNIT 2 PROVIDE MANUAL REMOTE DAMPER CONTROLLERS FOR BALANCING DAMPER OPERATORSPEAOEO RDD' 'T BLADE POSITION LD- DUCT - INSTALIED ABOVE NDN-ACCESSIBLE CEILINGS OR AREAS.YOUNG MODEL 1206FS W1 YOUNG Y>�F.- FIEARLE CONNECTION MODEL 301-FS CONCEALED CUP ANO COVER OR APPROVED EQUAL E%HAUSTFAN TO FLO R G AI NsarE DRAM ,SUPPLY AIR DIFFUSER DETAILBDEACRING FIRING,BOLTitantic.TO FLOOR ORNN COVER VENT WITH HARDWARE CLOTH CEILINTO DUnBACKNRAFT� each FILIFAALCE3T MAINTAIN I7 INNI O PERI FAN BOX.STEEL SUPPORT CLEARANCE FROM ENSURE BOLTS CLEPRDA DUCT WALL OR ANY 2BLADE5 . OBSRNCTION OR Iry STALLTHEMN Atlantic Beach Country Club T MAINTAIN SB(VIII PRO VIDEDOUBLENUTSWITH 2 STANDOFFBRAL�T,BOLT OPPOSING CORNERS AWAY phase 1 FLOOR CLEARANCE WHEN LOCK-HER AT TOP 6 GRILLE TO DUCT FROM BLADE ROTATION OUTOOOR UNIT IS BOTTOM OF FLWG_ Construction Documents SECONpMY DRAIN PPN 1-trz'DEEP 6 3' LOCATED DIRECRY IN L6'pb THREADED RDD FRONTOFDISCONNECT L STEEL P,BGLT TO LARGER THAN UNITIT AllOSHUTIONS. CLAM1600 SEND Marina Drive PROVIDE FLOAT SWITCH TO SHUT DOWN 16 G0.STEEL BLADE- BLADE,PROVIDE AN VNrt UPON CONTARCLOSURE. SHEET METAL FLASHING 6 CEILING EXHAUST FAN DETAIL ADDmpnu ANn�SLIP Atlantic Beach,Florida 323 CONDENSNG UNIT CAP LOCATED IZ(MNH MO.1 NT.S. ROLT FACTOfRYMI%NGBC% OR HEAT PUMP ABDVE FINISHED GRADE- NOTES: THRV THE ROD SEALPENWETERWTIH 1. DAMPERS FOR ROUND DUCTS SHALL BE SIMILAR TO THE DAMPER SHOWN ABOVE. REVISION 20YEAR SILICDNECAULN 2 ENS URE THAT FULL 90'DAMPER BLADE MOVEMENT IS UNOBSTRUCTED. NO. DATE DESCRIPTION 13 VERTICAL FAN COIL UNIT -SEE NOME6� 3 FOR DUCTHaGHTSMORETHAN 17.PROVIDE FACTORYFABRICATED OPPOSEDELADE DAMPERS IN NG SEE FLOOR PLAN NGN.TFLOOR SLAB FOR EXACT SIZE-1 1RNWGVANES RSaRL MANUAL SINGLE BLADE BALANCING DAMPER DETAIL er MB.I ry+s FINISHED GRADE A'TY.ILK INRRICANE CONCRETE PAD IDMERSRECN THE HURRICANE PAADR LIOUN LINE FILLER WRIER- �--- 1. APPROVEDEOVAL).1'NRGER THANLOCATE PER OUTDOORUNRFOOTPRINT MANDFACTuRETS THREADED ROD-CONNECT TO RECOMMENDATION F LLSIZE OF GRILLE STRUCTUREABOVE-TYP. NOTES;MAINTAIN 30513PCLEARMICE ON SERVICE SIDE OFALLOUTDOORUNITS ORMINMUM AS RECOMMENDED BY THE MANUFACTURER. NEOPRENE HANGING 2 IF REDUIREO BY LOCAL CODE,SECURE UNIT TO CONCRETE PAD PER MANUFACTURER'S / PLAN OR SIDE VIEW ISOLATOR Mr.OF A) RECOMMENDATIONS 1 3 SEALSPADE BETWEEN PIPING AND FLASHING CAP WEATHER TIGHTWITH EXPANDING EQUIPMENT FOAM INSULATION. R.A.GRILLE GELLING 4. ALLREFRIGERANT LINE SET PENETRATION-ALL BE LOCA'- AT THE GAME ELEVATION AROUND THE BUILDING. 20'MAK B ALL ELECTRICAL SAFETY DISCONNECTS SHALL BE LOCATED AT THE SNAE ELEVATION IFYUNE FAN AN NDTHEBUILDNG(COORDINATEWITHELECTRICALCONTRACTOR). 7 ADUCT CONNECTION TO RETURN AIR GRILLE rAIR FLOW B ASANALTT3wATE TOTHESHEETAIETALFLASHINGCAP,PROVIDETHETITANDIRLET AS MANUFACTUREDBYNREK T.3. IIH�I ICI t0 GRADE MOUNTED OUTDOOR UNIT _ x•MAx-K >•--3o•MAx J 91p1_,1 III M0. N.T.S. Q L.. Justin Digitally signed PLAN OR SIDEmFw Uj MANUFACTURER'S PS-NADUCT UCT-SEE by Justin Tracy PROVIDE CONTROL DIMENSIONS TYPICAL KITCHEN EXHAUST NOTES NOTE: DAMPER W1120 VAC Date:2023.05.22 ACTUATOR Tracy 1. UNLESS OTHERWISE INDICATED ON PLANS,MAXIMUM ANGLES SHOWN SHALL PPPLT. 1. SEE PLANS FOR LOCATIONS.SIMSAROUTING. 16:29:26-04'00TYP.UP 2) 2. ENTIREKITCHEN EXHAUSTSYSTEM SHALL BE INSTALLED IN ACCORDANCE wUH ILL-,NFFA 95,AND THE 2012IN ERNARONAL MEERwICAL CODE. TYPICAL DUCT ENLARGEMENT/REDUCTION TRANSITIONKITCHEN HOW EXHAUST DUCTS TO BE 3. CLEAI401R5ANOACCESS DOORSSHNI MAINTAIN SYSTEM FNEFULLYWRAPPEDWITH'3N6-TOPROVIDE 1 NTS zrvnECTION RESISTANCE RATING. (iYP.OF 21 A 2 HR RATE0.ZERO CLEA/WUCE TD T 1Q INLINE EXHAUST FAN CON USTNLESYSTEM.SEE SPECIFICATION A. In3TALLER3 OF FIRE RATED DUCTWRAP SHALL BE TRAINED AND CERTIFIED 1 M0. N.T.S. THIS SHEET FOR DETALLS.ITYPI^r'H ATAOUALIFIEO NSTAL11 BY THE MANUFACTURER, W S Evstig sail posts.Prime sVNpce M r¢gVi¢tl PROVIDE LLE W-0lfi5 PND INTVLATION AB ''/^T CENTRIFUGAL WHEEL LL 90 �1 BACKWARD CURVE SHOWN ATA °BENDS.BASE OF RISER, V J u Cap sheet pully ldh,,) ANDFLOORPENET TIONSOWICAL) w tJ MOtOR HOOD E%IIAUST 1•MIN*-15 AND 70 BDTTOM u g ^finer ply pully ptlhesel ..5� COLLAR SHAD BE BOTTW PER NFPA96 AOJUTTABIE /^1 Dnulaclurer RVitl pppGea �Bpse sheet ALUMINUM - 11e BRANCH LL FF 1� Ocsten91fu1y Imechpracpry pttpchl spperg per MOTOR PAVER f ELBOW MAIN DUCT DUCT u d M Seplp /! sstlNere) mpmrfectprer DMwCONNECTION MNNRINGS WIDTH.BIR MIN. `W u ANO GREASE 4 I� UCOIIECTOR BV FAN KITCHEN MANUFACTURER EXHAusTHDDD 1fiGa.BLACHWELDEDSTEFLOVCTIN SEE POURSfALLOROANG£WITHCHAPTER5 OFTXE2020 lFLORIDA MECHANICAL CODE.(TYPICAL:. SDPPti TO PROVIDE CLEAN-WITEA INSULATION PER ~READ CHATTER5OFTHF 2020 FLORIDA IRFLBRANCHDUCT MECHANICAL CODE SEE PLANS FOR WEQUALTO DIMENSIONS REO'DLOCATONB BPANCH.UCT1CON RO LERB NITCHE AND naouDp` SEALALL 4-MO. 1 0 CONTROLLER B ST HOOD N BE.M 6mtin9^9tlinwlplipn �filiUCMe!suppat CarVgptetl rnetpldeck EOUIPMENTSUPPIER �4�TYPICAL BRANCH TAKE-OFF FITTING SONE 17=Ta 11 GREASE EXHAUST DUCT INSTALLATION DETAIL �,�RT_�, 75 ROOF PENETRATION DETAIL PRWECT NO:i6Il L51 � 19N.T.S. .1 N.T.S. 0.1 NITS AC nh n7 AC ONIIT L'CT POI—Lsan ANWCUa 1 Seq,ar—l'Operatlm:AHU/CU A-1 S H E P P H IR D t—Pamnene"... Builtling Aaamalia,syn.m Im.Rate: ASSOCIATES ARCHITECTS+ENGINEERS TM1e..Umg Automation System 1.-1 snail I.Id me rontrdler Occupied Bypass,Morning Wartmup/Pre-Cool,Octupiedl Unoccupied ane Heatl Cod modes.If a US rs rid present,or mtd t isInstMththe BAS InaWItItirr,halt operatemingeef.dtm,d.and setponts. 2Bss9AcouRARoan,sumFtab CALABASAS,CA 91302 0,,W.d: a m pj 310.670.9744 will.sQshePae 5 � � Prong occuplea periass,she supply fan shallra contimwsly and the mixed air dampers shall open to marntarn mrmrmmvenhlatlonagaramen[:.Tne retia air camper,nen mpeulate by wwcs,a tracking me mixetl air dampers. The Dk coding and Ne elemnc In—In—mall control to maimam the active dttharge air temperature saloon(.N econardzing is a nabled,Ne a,laror air a mixed air dammrs mall matlI.a w maintain th,d;scliNOn air[ernperature,.point and the reM.air damper shall track the ml.NI A;,dampers.The disNarge a;r[empemture selpdnl shall bedynamcally reset Cased an Ne s,enc,arscrs.exenevrs z deviation d aauat since ampera[ure from tM1e active spare tempem[ure setpoint.if Ne tlismarge air temperature senior fail,.m,DX 11.ting and the electric heat snail can[rd to maintain the : $ S i _ ac ive space temperature Seto..ane An alarm shall annunnate at the BAS.U the.1-hire air temperature Salto,and The space temperature sensor fail,the D%cod;ng and elednc heal shall R betmsaaad and an alarm maD annnnr,ate al the Bus. w o ` U.—pied; C ESSOR t COMMAND A An TM1e s bw the unoro leatin Int of 60.0 F(adj.)ite su y fan mall start,Ne wt,idl air damper snail remain closed ane the ate r heat snail be pa,tempentterp Ce .,pied gzelpd deg. ppl nailed.Wmen Ne space temperawre—above the umr.pied heating Saloom of 60.0 ere.F Iadj.l Plus me unaccupietl eifferential ar 4.0 deg.F lad].I me supply fan shall stop and Ute f neet 1 Ooaa3Aro decub heal shall be dlsaCled. RnCw OE'rELTW tOGLL When Ne spate temperAWre;s above Ne unoccupied c trhg seWM pf 85.0 ileo.F tatlj.7 Ne zupplytan mall start,the ouldtle air damper mall open i/ttanomtinq n enabled and remain i dazed HaNter-iaingn dI.,d and Ne O%rodfng shall be enacted.When the space lemperalure falls NO—he umcapietl ceding setpdnt a Milde¢.F minus the Unoccupied differential tEAvwG iESPFPATUVE of 4.0 deg.F ladj.l the supply fan shall slop,the DX119 shall be disamed and Ne outside all damper,mal I close. Consulting Engineers DI.UMn TEMPERATuhe 13ptima Stan: 4197 Pith,Hill Rd.,SW,,200 OAT I'Ah. A x The BAS man moot.,me smedd,d..pied win,arapiee spare:etpdnu and apace tempera,,,w cal,let,when the mearat Stan pours. Du th,GA 30096 (0)770.6--.22'10 (1)770.622.2271 A x Dpnma(step: Iff- wr l Tne US man mpmwr lee Idle 1014 ii—pied time,etwpmd setpdnt,arta spate lnehirn ane w tAla when tri,oPI—I It,.corm.,nen ma ppdm.,I.P mode I,am.e Ina unit HSAT TPura trona,:hall maintain me I—ampemldre to thNspace ampemmre offset a.pdne amide do-damper man remmn,nam,,w Immo,mrmmtm o ftnpo. NTa aura D pied Oro 1: TF3.'PExATUR[LO[x1 J A The BAS that monitor Ne news of the ON ane CANCEL bourns d me space temperature sensor.Y(hen an pc,pietl bypan request Is recNvea from a space sensor,Ne unit mall[mnsilim from curtenl pttupancy made w proupietl bypass mode antl Ne unit shall maintain the space temperawre to Use occupied setpoints ladj.). AmowMP�CouawxO HeaVCool Mode: AineeuTrve Huplpmt0rx vmen Ne space temperature rises shove the acculnee cooling Saloom the mode mall transition to cooling.Whin the space temperature(ales below Ne acupietl hearing setpdnt the mode un tE.—hiRELOCu mall tr-NNI A—ting.When Ne space temperature is above Me occupietl coating s.poin[or below the occupied heating saloon(die mode mall remain in its last rtale.11 Ne space temperawre sensor fails ore made shall remain in ib last rtate and an alarm shall annundate at Ne BAS.d Ne local and cpmmunicatetl setpoints hit the cpnuoller mall disable Ne supply fan WNG OIAL wesa UNElacu. and an alarm shall—date at Ute BAS. zFRCoa I) aro;ng Warm-up Mode: NNAmFW IOGI A Duringoptimal I—.if Mespace temperature is bebwthe.m Nhl lead,¢uIpd,tare—irwanitp mode shall beactivated.Weenmanlng warmupis—al.the unit shall made he lI11slrral uRPur SPS®Olrtmmnnee D A heating and Anlsl.The orb ide air damper mall remain dosed.When It,space[emperattre reacher Ne aapi,d heating setp.mti.dj.),the un,shah tranzitim to the occupied made. ail A� REDEF un Fut START s Daytime Wane-Up eontml: �`\155�lNCEB2y-~C'Y'% 1 d AwpAMFERPUMMAVO Prdnq Occupies pMotls,when the spatelemperawre jz below Ne Daytime Wartmupiniliate se'yain[,.daytime warm-up sequenre shall beat(ivatea.ThelwtUdeafrdampershallmodulateto _ N. 7T — n[ilndm INNI.Nmenss,and Ne heating shall-able w er—in Ne discharge air temperature heating Saloom.Daytime Warmup mall(eminate wM1m the average space = Area LocAl terrenelt.11 names the Occupied heating setpdnb — AwTEMPERATURetO[N. Pre-Coel Made: Aw Flora lovA A During ppnmal zwn,uwespace temperature is above lee« p;ed cwhng setpdnt,pre cml move shall be amvated.Man Wccopl is ineliated Or.hall made the fan and tooting pr uapm cove. s amixer.The witsde a amai mode. air mpshall ren closed,unless economising.WTenthe space temperature reaches a<wgietl roiling sAt jillaaj.1,the telt snail transition to the occupies a"1 UNAL i, ullllnsasaxa TATIC PRESSURE tOGt Eronamixa Mode: TEMPFpw,iF IOGI ENABLE:Outside air lOA)en[M1alpy mall be tomparee wet,Return air lRAl enthalpy port[.Theecmomlattmailenablewhm OAenmalpyi,ie than Ulla alpy 2.OBTUIIB.rieewnomiler PERATURE SETPOerr LIXu shall disable Mien OA enthalpy is greater Nan PA entnalpy. HVasmm lOCx A OPERATION:When ater-ixing is enabled and they 11,pperadnq in the cwhng motle,me ecpnomrser damper shall be modulated between ns mi.I—positlon and l DO%I.rhinal the — AM Fldvla'.0 space tempara,resetpolnt.The,comm;iter damper shall modal—are minimum p-it.In the event Ne re—.i,temperawre falls b the low lemperaWre limns etting. FAN SPCFD COMuurO D,tt iee Humidity C—D If Ilespace relative humidityfs greater than 5O%(adj.j,the ON rooting shall Metral to maintain space Wlithehumidity zanp.l.t d 50%(Mj.)and the eId heal[L11.maintain Ne AtILl Beach Pas,run STOP srowxn di,..rgea emperor setppint.MWe man tendnace when the spec relative M1umiairy rails below the relative htrldld selpmnt d 50%(adj.)minus 3%Ad].),If the space 1-1-humidity FAN BTAMg niw/ails Ne OeM1umidi(itation sequence snail be teminated and an alarm snail annundate at the BAS. Ur OEgEciatmPur Olsclvge AN._Pemture Res.Control: Atlantic Beach Countot Club uTloN STATE The Bpaze Tempereme BAS,Occupies Hearin¢Setpdnq Ocropietl Cwling s.poinl,dna me Hea[Cod Able shall be canmunica[ed w the mut controller by the BAS.Tne tlizmarge air Phase 1 Iemperature shall he reset Cased tip-the di—n.d SPace Temp.ature BAS frNm Ne appropriate mode setpoinl denved by Ne cwlreller.Wien Ne call for coding a the call far hearing iz R—N..—INT ndneea,a,tne,n:non twva ro.nemmt semdm aedxee Tran me tor[mud,usm¢eB.edeeadb,d temperawre offset.Also,m,BAs:halt mama,tnis e-(union wbw ..tepor Construction Documents dew paint is higher man 60.0 deg.F ladj.l a indoor numidity Imeasuretl At the source of wntrptl is higher than 60%RH(adj.).H Ne discharge air temperature drops below the minimum Ilmit,a R HEATTxnsFmD.m law lemperani,Ithalt anntnmte,and the the man mm down.It the aramaree air temperawre rias above me ma.lmtm Irl A men temperature alarm m R amtndate. 1600 Selva Marina Drive Atlantic Beach,Flonda 32233 BewwiL Supply Fan: ,Pt lOw u,iseTwmT The pply fan mall be off in the unoccupied mode.Thes,pply fan shalt be m if the tnetrol;,healing or wotingin me.—nn!ane!mode.Ween lee cor Iris in me wwmode,Ne REVISION su sEtw.gT supply fan shall npemte caminuously. NO. OATE DESCRIPTION G BETWIM Building Reswre Central Igen.Alrl: 1 12-02-22 -PRICING shal2 02-sP23 00 PRICING rota¢ When the supply faun running and Ne meawred space"Al pressure rs greater Nan In,sparest.,itsetpdnt d0.08In.W.C.(Adj.),the rellef air damper t motlulate open to maintain Ne 3 0330.23 BO%OD spec toric press tsttpdlit.When heArad fans below z.matby0.031n.W.C.hal.h the rel1.1,damper shall hNifiate closed.If Ne spat it Pressure OS232a P TSE: sETPOwr zerfails.Pe relief air damper mall modulate pri patimally with me outdoes Al damper position it the wtd.,air damper opens greater man 25%ladj.l.If Ne retief fan fain to prove status EETPOfa 30—raids hdj.),the fan mall On—reanded df and an alarm shall annunciate at me BAS. INT iced Air Law Limit: The Mitlat damper opening rate shall be limned io 2%Per minute ladj.l until the damper rias reached its minimum v,m maim p,ltipn.The outside air damper mall modulate to o position less Nan the minimum tlamper posits,it me mi.ed air temperature drops Calow 50.0 deg.F laej.l.II IM1e mixed air temperature sensor Nils an a4rm shall annund.e at Me BAS and ore a,teiee air damper snail return in the minimum p,itiw. Ochil,mle overflow M,dlarlej: Justin Digit ally signed by Justin Tracy II thecondensatetn reamerthe Wppoint,aconti.g awoverflow alapnm[icshall annunciate at the 815.To pevem ore condensate Brain inn(ran wertlowing And causing water damage to eY me bdlebg tri,hn,non be e;aamee arw me D%swung anml be aisamee. Tracy -Date:2023.05.22 Fme.stow,: 16:30:06-04'00' A diff erendM pressure sMdh shall monitor the mllerenual pressure across the filtalsl,ben the tan is—.9.Ifthe switch dares during normal apehatil A dirty fllterai,m shall an,.,..tn I Ne BAS. LL 1 Smoke D.ettor 5nutdawn: O The unit .It snot down in resmnse 1. signal from the smoke dere—indicating Ne presence dsmpke.The smoke datR shall be imerlorked Wthe.,it th—lih me dryM the tL mpkedelecwr.Amamai resetd Ne zmohe detector mallberequired to restart Me unit. U z Q W as a w BAS COM(SFT) BAS COM(SFT) (n Q z O SPP(AI) RLF DPR(AO) RAT(AI)RAH(Al) (� ❑r Fa z it RLF RA Q 0-1 W � Ua W p IS Y) W W OAH(AI)OAD(AO) MAT(AI) RH LAT(AI)SAF(BI)c DAT(AI) SA SD(HDW) IL O I RAD(AO) TIAq '(AO a. DA Q CIA U CMP1(BO) HT1(BO) ® SA HUM(Al) < FIL(81) CMP2(BO) HT2(BO) CND OVRFL(BI) HT3(BO) SAF(AO) 4 M 0.L 0 SAF(BO) Flow Diagram: AHU/CU 4-1 DRAWN BY.cw PROJECTNO.:2022-352 nC n13 ria] 1--1 C M)EL AIT CCT S H E P P H I R D SOC DESIGN CONDITION SPLIT SYSTEM AIR CONDITIONING WITH ELECTRIC HEAT SCHEDULE ARC I E SiATES+ENGINEERS INDOOR UNIT 0%001) GCA➢ACRTY HOT GPS REHEAT ELECTRIC HEAT WEIGHT LDGTON:ATLANTIC BFACX,FL MMR SERVICE SUPPLY OUTDOOR ESP FAN MOTOR TOTAL SENSIBLE EAT EAT LAT TOTAL LAT KW ALBS) 26560 AGOURA ROAD,SUITE 106 BNOOORIOVTOOOFRJ EER STEPS IIN000F21 COOLING CgLEM�EICABLE)1011TDOOR) NOTES WEATHER DATA:MAYPORr NAF.FL (CFM) (CFM) PN WC) (HPI WBH) (MBH) (DB'F) (WB'F) BJBNVB'F) RUSH) (DI'F 240V (INDOO OUTDOOR) CALABASAG,CA 91302 LAT:3040O LONG:01.41 TW CAFE 115.4 S9.J SO.TJSOT VSOBI CFAdtt P' 910.6]0.9144 wil s she ae.com CLIMATE ZONE:ZA H,.u SUMMER DESIGN CDNDITIO A DRY BULBAYET BULBIO.4%):93.,F 7.0 WINTER DESIGN CONDmOH DRY BUL0(99.6%):34.6 SUMMER DESIGNINDOOR BULBI%RH:TSJSO% O.wul Trt WINTER DESIGN INDOOR BULB:70 BASIS FE DESIGN AAON .MncHrtrn-wc7Bms. ACCEPTABLE EQUALS.TRANS,CARRIER.DNKIN,GREENFLON BASED ON 3031 A5HRAE HANDBOOK FUNDAMENTAL5 DUNG CAPACITY AND EFFICIENCYNGS WED ON MIDI VALUES FOR EAT LISTED AND OUTODOR UNIT EAT OF 9S T.HEATING[APAGTY BASED ON OUTDOOR UNIT EAT OF 30'F.PROVIDED WITH TXV.AS NEEDED.TO MEET SCHEDULED EFFICIENCIES. G1W s PROVIDE AND INSTALL REFRIGERANT SUPPLY AND RETURN LINES PER MANUFACTURERS RECOMMENDATIONS. .REFER TO FLOOR PLANS FOR SYSTEM ORIENTATIONS, B. NSATEPIPINGTO BE SIZED BASED GN UNR CONNECTION.TRAPPED.AND ROUTED PER PLANS. -__`I E.PRCVIDEOWRHELECTRICALOS NNECTFORINDOORUNIT.PROVNOEELECTRICAL DISCONNECT FIR OUT000RUNIT TOBEINSTALLED BYELECTRICAL CONTRACTOR.REFERTOELECTRICALPVNSFOR VOLTAGEAND PHASE. Consulting Engineers F.PROWDE4'MERVIIPLEATEDDISPOSABLEFRTERS.DIRTYFlLTERMCNTOR&�,CONDENSATEOVERFLOWSWITCH,S50RNNPPN.SINGLEP POWERCONNECTION.IOD%WWE ERH00DWIALUMINUMFILTER6. l.• �j 4797 PDul.,l 3WI 300Style 200 G PROVIDED WITH CRANKWSE HEATED,HARD START CAPALITOt AND RELAY Dvlutll.GA 30096 (p)7711.622.2270 If)770.622.2271 y RFRr.=F_ DDCCONTROLLER 2 LAT 13 MEASURED AT CDR DISCHARGE 3 PROVIDE FAN CM UNIT FLOOR STAND. I PRovo=_BASMs CONTROLLER.COORDINATE WITH THE CONTROL CO-1- 5 WITH LOW AMBIENT CONTROLLER NT AND E\'APOPATMR rnmsTAT. S 101 DETECTOR 11111 AIR DUCTW ORN SHML 1OVI1E UNIT SHUTDOWN ON DETECTION OF SMONE. T PROVIDE AIRSIDE ECONOMIZER CONTROLS INCLUDING IECC COMPLIANT HIGH MIR CUTOFF AND FAULT DETECTION AND GIAGNO3n.SYSTEM. B MODUTATNG DAMPERS SHALL BE LOW LEAKAGE LESS THAN 1%)PARALLEL BLADE WRH NEOPRENE SEALS AND 24 VOLT ACTUS,ATORWITH RAIN HOOD. 9 COMPRESSDRSSH—BEDIORAL SCROLLTVPE. tIMULTIPLE COMPRESSOR UNITS SHALL PROVIDE VARIABLE COMINGCAPACITY. MOTORSMEPRE.—EFFICIExOY 12 REFER TO ELECTRICAL SHEETS FOR VOLTAGE AND PHASE. 13 PROVIDE CONDENSER COIL HAIL GUARDS, 11 PANYVIDE VERNG 15 MODULATING HO GAS REHEAT. ,111111117 A•``yt�T1 B ND. 377 FAN SCHEDULE LOW INTENSITY,NATURAL GAS-FIRED RADIANT HEATERS(INFRARED TUBE TPE) ; MARK SERVICE TWE CFM ESP MA%RPM MA%HP DRIVE BASIS OF DESIGN:GREENHECN NOTES MARL( SERVICE REFLECTOR TUBE MIAOW MOUNTING APPRO% MODEL NOTES ONwc) (DEGREES) LENGTH LFT) INPUT RADH) HEIGHT WEIGHT(LB) 'i�8� 40 ID OF a-I ETS60 20NA 11' `• F4.2 �RESTROOMSEAT DIRECT SENIOR PATIO 1�Z.3A 10.0 9'd' 1.2,3A NEF a.1 1.721 DIRECT PH 4s UPSTAIRS BAR ETS60 TPIRS BAR 0 10.0 11.3,4 RH 46 uasTNRs eaR $BDl.S BASISOF ESIGN:GREENHECK ETS60 APPROVED EOVPLS:PENN,COOS UPSTNRG EAR ETS60 A Beachdantic 22= 1 T— I REFERTORECTRICALSHEET5FORVMTAGEANDPNASE. ED DISCONNECT. BASIS OF DESIGN IRENERGv ACCEPTABLE EQUALS RAYWNL.INDS"'.NERND,T�R�,DMARN Atlantic Beach Couniry Club 3. Flo„ISDATIGNB PPDRTS Phase 1 S. �MocN Construction Documents uFAcruRER PRDVIOED DI”""sPRINOIsouroR BASE SELECTIONS BASED ON APROJECT ELEVATION OF ID.FOR PROJECTS ABONE 2000,EQUIP WITH HIGH ALTRUDE CONVERs-HIT 1600 Selva Manna Drive PROVIDE GREASE TRAP, B HEP ALL BE CERTIFIED FOR DUTOOOR USE. Atlantic each,Florida 32233 S. PRBRAINDE BRAIN CONNECTION. c uNT SHALL BE EOwPPFD wITHATwo.sTAGE GAsvALVE,DIREcr sPARNIGnInaN AND 10ax LOcxouT. 9 MIAMI-DADEHIG WIND RATED CONSTRUCTION. D gpDANTPIPING(HEATDCHANGER)NBESSHALLBECONSTRUCTEO0Fs1572 In GRA SE ILESs ST L. F UNITSS—SEWARRANTEn FORAMS1IMU1-11ARG. REVISION No. DATE DESCRIPTION t2-02-22'SD PRICING AIR DISTRIBUTION DEVICES SCHEDULE 3 B2-1D23 0530.23 90%CD LNG Do PRI MART( SERVICE FACESIZE NECK SIZE NC BASIS OF DESIGN NOTES IREFLECTOR END—10-23 PERMIT SET TWOSTAGE WALL MOUNTED HEATING THERMOSTAT AND 26.VMT 1UNTRUL TRANSFORMER SUPPLY 24'x24' SEE DW GS X25 TITUSTMSAA 1,2 SUSPEN610N KO WITH NBEIREFLECTGF=1Rs,BHOONS.TURNBDCNLE$N—EO BV ELECTRICAL AND CHAINS A 4 DLR CONNECT SWITCH FURNISHED BY MECHANICAL; B SUPPLY 12'A 12 SEE OW GS <25 TITUS TMSM 1.2 C RETURN M-A Z4- SEE OWLS X25 TITUS 5DF 1.2 EXHAUST 12'r 1Y SEE DW GS <25 TITUS 5OF 1,2 E RETURN 36'A20' SEEDWGS <25 TITUS350FL 1.2 MAKE-UP AIR UNIT SCHEDULE MARK SERVICE TORP PLY I ESP SUPPLY FAN HP BP515 OF DESIGN:AL.... NOTES ON WCI BASIS OF DESIGN:TITUS 11.3,4,5 A CCEPTABLE EQUALS:PRICE,NAILOR,TURTLE 8 BMLEY,METALAIRE F _ ORES BASIS OF DESIGN:GREENHECN '^ P. FACE AND NECK SIZES ARE NOMINALDIMENSIONS.ACTUAL 1WENI115511111 VERIFIED WITH MANUFACTURE'S IRERATURE, APPROVEDEOUAL5�CAPTIVE.AIRSA000REN w 0. NC VALUES ARE WED UPON MAMMUM CFM SHOWN ON FLOOR PLANS. C. NECK SIZE SHALL BE FULL SIZE OF COJNECIING DUCTWORK REFER TO FLOOR PUN FOR SIZES. NOTFc J HORMONTAL UNIT. Z.SPRING ISOLATOR MOUNTING pT. c^FINISH TORE APPROVED BYARCHRECi.PROwOE MAnuFa[TURER WHITE SHOP FINISH IF NOT OTHERWISE SPEOFIED, 3.FRO VIDEDISCONNECTSWITOI. Tw 2 PLUMINU.CONSTRDCTCN, MOTORMED INTAKE DAMPER 2 _ 5.SS—EDIFICRBO% 'U'^^ VJ J Justin Digitallysigned U 6y Justin Tracy Date:2023.05.22 Z Tracy 16:29:54-04'00' _ U LU F C cc Y) LLI r LU •w LL Q U 4-M0.30 SCALE:IR'=1'-P DRAWN BY:CW r PROJECT NO.:2022.352 ITC ']'J 'T'] Y3CMRAIT CCT SHEPPHIRD DUCTLESS SPLIT SYSTEM SCHEDULE ASSOCIATES O ENGINEERS INDOOR UNIT CDOUING CAPACITY HEAT PUMP CAPACITY MAX.REFRGERPM ENGTH ARCHITECTS tDSUIT10 MARK SERVICE WEIGHT MODEL 265fi0 AGOURAftOAD,SURE 106 IINDOOILOIRDOOR) TYPE SUWLY TOTAL EFFICIEN TOTAL EFFICIEN TOTAL VERTICAL )LBS) (INDOORIOUTDOOR) NOTES (CFM) (MBH) (SEER) RASH) FICIEN TFT) (FT) IINDOOR/ODTDOOR) CALABASAS.CA 91302 DICUM—I Er— 123'as g 310.670.9144 wXE@Ehep•aE.com EAZIS OF DESIGN:CARRIER s.uw.artcr5-O+crmu ACCEPTABLE EQUALS:MITSUBISHI,DMMN.EANYG.—UNG,UG TOSHIBA C EFFICIENCY WIN.BASED ON AHRI VALUES FOR EATUSTED AND OIROODRUND EAT OF 95-F HEAT PUMP HEATInG CAPACItt BASED ON OUTDOOR UNITEAT OF 4T'F.SBPPLY MRFLOW PEFLECTEO FOR KICK'PESO roERATIDn. B INVERTER E9ECIR,Rif 0A.PROVIDE AND INSTALL REFRIGERANT SUPPLYAHD RETURN LINES PER MANUFACTURERS RED—NDATIONS C —TO FLOOR OR SYSTEM ORIENTATION'. PIPING i TO EE SIZED BASED ON UNIT CONNECTION,TRAPPED.AND ROUTED PER PLANS M UPO OF THAPI AN NONE CHECK VALVE MAY BE PROVIDED- E PROVIDED WITH ELECTRCAL DISCONNECT FOR INDOOR UNIT.PROVIDE ELECTRICAL OISCIX9NECT FUR OUTDOOR UNIT TO BE INSTALLED BV ELECTRICAL CCNTRALTOR.REFER TO EIECTRILAL PLANE FOR VOLTAGE AND PHASE Consulting Engineers P ER PROVIDE WITH VENTED.LOCKING COVER 47 J I PDMIutlI,CA 3DO96 to 200 PROVIDED WITH WIND BAFFUEAND LOW AMBIENT CDNTROL Ip)770.622.2270 (II 770.622.2271 AND FAILSAFE ALARM WIRED TO SHUTOFF OFCU WHEN CONDENSATE REACHES CRITICAL PONT.COnDEnBPTE PUMP W ILL CONTINUE TO RUN AND ACTIVATE AU- 1-I PROVUEDwNH CONDEISERUNIT—NIBUNTINGWT. AHUMP-4-1 LOUVER SCHEDULE WULTFIe Vwn ON) _ FREE LALCULATON NOTES: MMix SERVICE HE.NT)1T AREA SME BAEIE OF-SIGN NOTE' 1 COMPLIANCE CALCULATIONS PROVIDED ARE IN ACTMOANIM WITH THE 2DI0 WC,CHAPTER 4 RECUIREMENTS ES—) ) Z.ZONE POPULATION IS BASED UPON EITHER THE POPULATION DENSITY LISTED IN TABLE 403311 OR THE ESTIMATED ACTUAL POPULATION BASED UPON THE ZONE FURNITURE LAYOUTS PEIE'b CPRE IMPIIE 3 STATIONARY E'0835D 12 ,rp PATE'S CAFE RELIEVE E'U635DIZ PETE''cAFE ExHM ST12 12 STATIONARY EOSSID12 E DEFINITIONS: ABBREVIAT At RIABLZONE ROWi AREA ISE):THE NET OCCUPIABLE FLOOR AREA FORTHE SPACE DR SPACES IN THE ZONE CSCR-CEILING SUPPLY,CEILING RETURN —1 CAFE MT4IU: TP,.— E565350 12 R=ZDNE POPULATION:THE NUMBER OF PEOPLE IN THE SPACE OR SPACES IN THE ZONE CFS-CEILING OR FLOOR SUPPLY `1Y`�Aj.7 TB Ijyy. Rp=PEOPLE OUTDOOR RATE:THE OUTDOOR AIRFLOW PATE REQUIRED PER PERSON FROM TABLE 403.3.1.1 CFEFR-CEILING OR FLOOR SUPPLY AND FLOOR RETURN B C 'NC RS=AREADUTDODRAIRRATE:THE OUTDOOR AIRFLOW RATE REQUIRED PERUNITAREA FROM TABLE403.3.1.1 FSCR-FLOOR SUPPLY AND CEILING RETURN BASIS OF DESIGN. NHECK YT VI7=BREATHINGZONEOUmDOORNRFLOW(Rp'PS-R—) RA-RE -AIR ACCEPTABLE EQUALS:RUSKIN.POTTORFF N. T27 Ex=ZONE PIR DISTRIBUTION EFFECTIVENESS FROM TABLE 403.3.1 ITS EA-EXHAUST AIR VR,=ZONE OUTDOOR AIR FLOW(WrIEz) SA-SUPPLY AIR CFN R'N `ADPL' ^LET°°LL' ,y STA_. yz VpZ=PRIMARY AIRFLOW(LOWEST EXPECTED PRIMARY AIRFLOW TOZONE WHILE OCCUPIED) OA-OUTDOOR AIR p ZP=PRIMARY OUTDOOR AIR FRACTIOR NMNTRI A FREE AREA VELOCITY OF EACH LOUVER TO BE AT LEAST LESS THAN BEGINNING POINT DF TESTED WATER PENETRNFDN VElacxv,In ACCORDANCE 'A�'PSZ Er=SYSTEMVENTIL4T10N EFFICIENCYFROMTABLE403311232 wxx M1CASOOL WPIER PENETRATION ArvO NR PERFORMAUCE IESTIrvG REOUPEMENTbArvOAMCA ST. Y4A,ONA1. 1` D=OCCUPANCY DIVERSITY:THE RATIO OF THE SYSTEM POPULATION TO7ME SUM OF THE ZONE POPULATIONS I N II L PF=SYSTEMPOPULATION.THE TOTAL NUMBEROCCUPANTS IN THEAREA SERVED BYTHE SYSTEM N�Mg aFnN T c. V. UNCORRECTED OUTDOOR AIR INTAKE VDI=SYSTEM OUTDOOR AIRFLOW _ PROVIDE WITH BIRO SCREEN AND EXTENDED SILL SYSTEM PARAMETERS 1 MIAMFDPOE APPROVED LOUVER v. 456 GEM CALCULATION:HEATING = 42 MN(ZP= 0.39 P(TOTAL) 42 EY= 0.75 OA INTAKE ROW RATE REQUIRED(-): 600 CFM D= LG0 OA FLOW WE PROVIDED Bw CFM ELECTRIC HEATER SCHEDULE Atlantic Beach Vp— 2,2DD CFM MEETS COMPLIANCE REQUIREMENTS: YES CAPACITY@ NUMBER OF ZONE ONCE11 REQUIREMACE S MPAK SERVICE TYPE 2LIBV STAGES MODEL NOTES K"9 Atlantic Beach Country Club ROOM NAME OR NUMBER OCCUPANCY CLASSIFICATION I I Rp Ria VM ZONEAIR Vet V. ST—GESSAR OISTRBUTICIN TWE Phase 1 -DINING pININGROOMS 495 35 7.5 GAS 352 TING-CSCR 08 440 1114D 0.39 WALLHEATER 3 3.0 Construction Documents 2'KITCHEN KITCHENS ILDOKINGf 391 ] T' 0.12 92 HEATING-CSCR 0.8 115 800 014 EWIMJ R I SEAR 411.RISER STORAGE ROOMS 50 0 0 0.12 6 HEATING-CSCR 08 B 30 0.25 1600 Selva Madna Drive —TER HEATER CLOSET STORAGE ROOMS 33 D D 0.12 4 HEATING-CSCR 5 30 017 Atlantic Beach,Florida 32233 E-RESTROOM TOLI-ROOMS-PUBLIC 45D 0 0 0HEATING-CSCR 0 50 B.OD 7-VESTIBULE CORRIDORS 32 0 0 0.06 2 TING-CSCR DB 2 100 BTO REVISION E-RESTROOM TOLIET ROOMS-PUBLIC 45 0 0 0 0HEATING-CSCR DB 0 ACCEPTABLEEOL-E.RAYWAU-INDECCO,BERKOMARLEY NO. DATE DESCRIPTION i 0 0 0 0 1 0.00 1 12-02-22 SD PRICING 2 02-1023 DD PRICING TATESTEO AND APPRDVED 3 043423 ED%CD _ 4 OS2}23 PERMR SET EXHAUST BUILDING I OUTSIDE PPOTECOOn ROOM EXHAUST EQUIPMENT AIR AREA I HVAC ALR c PRDVIpEOwNIP EOiECDTRi OISLIXIRNECTOREFEHTO ELECTRICAL PIFNS FOR VOLTAGE AND PHASE. F. TEF) EOUIPMENi CFM KITCHEN KEF-5 1590 AHU-1 BDO RESTRODMS GO KGF-5 1272 RESTROOM S EF-1 BD 1 PROVIDED WITH INTEGRAL THERMOSTAT STORAGE EO TOTAL—UST CFM: 1770 TOTAL OUTSIDE AIR CFM: AIR BALPNCE CFM BUILDING OUTSIDE AIR UUTSIDEAIR-E%HAUST AIR! 302 CFMISF: 0"29 ! Justin Digitally signed by Justin Tracy Date:2023.0522 Tracy 16:28:59-04'00' w J 0 W 2 U J a _U Z Q S U LU H w Cl- LL Q U 4-M0.31 SCALE: DRAWN BY:CW c PROJECT NO:2022-352 c AlL F7'� 77 I'3C rJRAIT G`CT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS COMcheck Software Version COMcheckWeh C&A ASAS,C 91302 SUITE lr�5 CALABASHU A ROAD, All Mechanical Compliance Certificate j 310.670.9144 di.s@shep e— Protect Irfformatlon nxwac.�mw 2020 Fbritla Building Cotle,Energy COnservatim s.Pacrrt[rs[I+craws CAFE PETE'S LxatioT Axanric Brach,F-di Cmace Zone: 2a leer Type: AReratign -/ - ' Censvuctipn 9ke: OwnerlA9em: gnclComnttpr: —VA "A.1 F en'W 33233 MCchanlul systems List Q-. ftsy—Tyne&Dncr4PNon Consulting Engineers 3 wbvbzgnel: n-Cmmal Mnace.Electnc.Capacity-ae eetwn 4197 Plescam HAI Rd.,Sir,200 iro m'nmm spits mapa<iryP=iis Retwn.ar.<ppin eawenser.wricpmmi:er Duluth,GAL 3DO96 C Prppputl EMcierp=12.w EER.Repuirea ErrsiencY=33b0�0. Ii)iU.G22.22 i0 In'11.622.22:1 PmpesM Part lnatl fificlercy=12.901FER,Repure eRclercy=13.90 1EER fan system.fnx sysrExx eemplarrce lRrate xva�w pan eMciency matron/:Passe aergwppN.een:rant vmPme.woo efx,aq mxar eam ware hp.z.a eew9n mate nP as ma:.axvl,lmbn riroe. Mechanical[MPll.nc.stahm.ttt pmposetlm entrain this 0oamen[hwmB[wt wiM Me buiitling p m,rs�catione�s,�ilntl mMr cMcub[ipnshsueminM wiM Mn pemticePPlira[im.iM1e pmposetl mecMmra systems W.e been esigpep to mpetMe znzq nonan eque��w ePae,energy epnaer.arma rtAe'aenen[,m eaFvrKx vegan mxme<[wm am m Comdr wiM am appuabla manaatwv reewRmenb linea In bre Inywruen ae<u�:t. Chris Wong-Mechanical Engineer _• ! 03/312023 xame TRe —5�ynamm wre tB rTR9a''. N. 371 SfA � i��A9s FOR 19r O`2x �'r8A0NAL 60 Prorar nue: EVE1es ape Page re3R oea3 31y[rrr Oata RS=name. l d 9 Atlantic Digitally signed Beach Justin byJustinTracy Date,2023.05.22 Tracy 16:28:34-04.00 Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Manna Drive AtlanticBeach,Fbnda 3 REVISION NO. DATE DESCRIPTION [202-22 SD PRICING 2 Ob1423 D P C G 033423 —CD 4 M23.23 PERMITSET S U W 2 U O U J Q U_ Z Q 2 U tL LU W - � a Ul LL Q U 4-M0.40 SCALE: DRAWN BY:CW PROJECT NO.:2022-352 FlC c]'0 h'0 nI=MRAIT GyCT SHEPPHIRD j ASSOCIATES JI GENERAL NOTES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 106 CALABASAS,CA 91302 CONSTRUCTION DOCUMENTS ARE BASED UPON A FIELD EXAMINATION OF THE SITE AND d 310.670.9144 wiILS@shepa,. AVAILABLE EXISTING BUILDING PLANS,AND THEREFORE,MAY NOT INDICATE ALL rvwcsis EXISTING ITEMS AND SITE CONDITIONS.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE WORK AREAS AND SCOPE OF WORK OF THE PROJECT PNOR TO BID.ADDITIONALLY,PRIOR TO THE MDERIN G OR PURCHASING OF ANY EQUIPMENTOR MATERIALS AND P.OR TOTHE INSTAL I.OF ANY NEW WORK,THEs.Mr.U'FCIA[narftTu CONTRACTOR SHAM EXAAUNE THE PREMISES OF WHERE THE WORK WILL BE DONE AND VERIFY IF EXISTING CONDITTON5 WILL IN ANY MANNER AFFECT THE WORK UNDER THIS CONTRACT.ANY EXISTING CONDITIONS MIEN ARE APPARENT OR COULD BE REASONABLY INFERRED FROM A V15R TO TUE SITE SHALL NOT BE THE BASIS FORA M CHANGE IN THE CONTRACT ANOV . Z. VERIFY EDSTINGLOCATIONSOF EQUIPMENT,DUCTWORK,PIPING,ANOSYSTEM COMPONENTS PRIDE TO DEMOLITION.IF EXISTING CONDITIONS ARE DIFFERENT THAN VNIHATI ICTIFY IHI WNEDDUTHECONTRACT OOCUUEE111 WITH R0.CTO0.5HALL 3 NOTIFI THEIC NERIARCHECO PRIOR TOPROCEEDINGWITX WORT, 3. CONTRACTORTOPROVIDEALLLABOR,EQUIPMEMANDMATERALSNEEDEDTO Consulting Engineers REMOVE EXISTING EQUIPMENT,DUCTWORK,PIPING,ETC.NOT REQUIRED FOR THE 419:Pleasant Hill Rd.;SOL,2(10 PROPER OPERATION OF THE NEW SYSTEMS OR EXISTING TO REMAIN SYSTEMS. I II I HEMDVAL WILL BE CONSISTENT WITH THE FINAL CONFIGURATION OF THE SYSTEMS D.I.1h,CA 3DO% INDICATED ON THE NEW WORN PLANS.ALL ITEMS THAT ARE DEMOLISHED OR DAMAGED 1P)TT0.62222,0 (n T]0.62?2271 SHALL BECOME THE PROPERTY OF THE CONTRACTOR UPON REMOVAL.THE MATERIALS pN SHALL BE REMOVED IMMEDIATELY FROM THE SITE AND SHALL NOT RE REUSED.DISPOSE OF ALL DEBR15 IN ACCORDANCE WITH APPLICABLE FEOERM,STATE,AND LOCAL REQUIREMENTS. I 4. POOR,GAS.DVA AMID HAS EQUIPMENT,DISCONNECTHITT ASSOCIATED POWER,GAS.MID CONTROL WIRING HAS BEEN SAFELY DISCONNECTED. 5. PROTECT OPENINGS OF DUCTWORK,PIPING,CONDUIT,ETC.FROM ENTRANCE OF I B HP B II I FOREIGN MATERIALS AT ATIMES DURING CONSTRUCTION. S. UNLESS SPECIFICALLY NOTED TO BE REMOVED,EXISTING EQUIPMENT,DUCT WORK _TV PIPING,ETC.IS LL TO REMAIN.EXISTING ITEMS TO REMAIN AND EXISTING BUILDING SURFACE5SHML BE ADEQUATELY PROTECTED FROM DEMOLITIONANDNEW T \ , CONSTRUCTION WORR.AS NEEDEO.MY ITEMS DAMAGED SHALL BE ADEQUATIELY ■ ■i\V ��%/i 0\I`i/)I [CEANEDORREPLAID TO THE OWNER55ATISFACnON T00RIGINMCONDITION KEF -- �`I Jl ✓J AHU S I� PATCCH M YYNH RS NI DSTRUCTURE CREATED BY REMOVAL OF DUCTWORK,PIPING, CONDUITS,ETC.ABANDONED ITEMS,ANCHORS,INSERTS,PIPE STUBS,AND OTHER SIMILAR PROJECTIONS NOT BEING CONCEALED BY NEW CONSTRUCTION SHALL BE r I REMOVED TOAMINIMUM OF I"BELOW THE ADJACENT FINISHED SURFACE AND THE ` ............�♦.N TA�KA��V DISTURBED AREA PATCHED. `S,Q "i Ix D 1 P — I I I }_ ._ !•: I I VTCENgP Ci AHV 3_ Pp �X I I�r I I III 1�� T�",TI i�� - S. REMULATE DUCTWORK OR PIPING WHERE EXISTING INSULATED DUCTWORK OR PIPING N.. 377 + .y 0 TERIMS THAT MATCH THE — 2 I L______I I_—__I___1�+ 1 ERsnNC WsuwnonMATERMS ANDD VALlAlES.N I I iO STI �� I A I —�_ I � _ -' I WHERE TEMPORARY SHUTDOWN OF SERVICES IS NEEDED FOR AREASTHAT WILL BE �� MA 1-- —— I - — ,#ink 1 OCCUPIED VONER.NGCONS WOC TO ASSURE ETHAT NSHALLDOWNOBE ELVCOORDTATED �A� ACORlOf WITH MINIMAL S POSSIBLE,WORKTO A55URE TXAT ANT SHUi00WN OF SERVICES TIME `Y�I^1t�i-Y � 11 11 MINIMAL AS POSSIBLE. -- 4�_I__�______i Tw_ •�y* 4_ I--L-J—__.—1 ♦. TALK L3"` EF I I KEYNOTES "'- ------ I Actantic Beach -f-u 1-► I I f-1 I-i IL(_ I I I REMOVE ALL THE EXISTING MR DISTRIBUTION DEVICES IN BLDG 4. REMOVE ALL EXISTING KITCHEN EtlJAUST,MME-UP MR,SUPPLY,AND RETURN - I �- � DUCTVORK. Atlantic Beach Country Club 3. REMOVE EOSTING SUPPLY AND RETURN DUCTWORK IN THE SEATWG APER. -- r Phase 1 RRAOVETHE EXISTING OUTSIDE MR OURS.SEAL AIRTIGHT THE OUTSIDE AIR OPENING ANO PROVIDE INSULATION AS NEEDEDTO MEET TIE IECC REQUIREMENTS AND COTIStNCtUR DOCIIIIIBTIt$ ,T=YYVTT I I CORRECT ANY E):IERIOR FINISHES TO MATCH THE EXISTING ADIACEM SURFACE, 1600 Sella Marna Drive s. REMOVE THE Exlsnnc AHu-vcu-,AND AHuarHP-x AIRroDIEDSPLIT srsrEMs, tantiD Beach,Florida 32233 6. REMOVE THE EXISTING KEF 3 WALL MOUNTED EXHAUST FAN AND LOUVER H000. I E I REMOVETHE EXISTING RSF-3 LOCATEDIN THE RTCHEN CEILING ANDASSOCIATED REVISION I I I!� - ,II DUCTWORK. NO. DATE DESCRIPTION -ly1 1 12-02-22 SD PRICING I I I I I ]. REMOVE THE EXISTING EF-1 INLINE EXHAUST FAN. 2 BZ.10.33 DD PRICING I _ ,_L ED, I } 1 —� — 4 OS2333 PERMRSET '; �I Justin Digitallysigned by Justin Tracy Date:203.05.2 Tracy 162846?0400? II II I i II Lu > z � Q J 2 � Z 0 1-- _j J F + {CAFE PETE'S DEMOLITION PLAN-LEVEL 1 _ cOc 1M'=1'-P C E W ry VJ U W W LL `Lu Q U 4-M1 .0 SCALE:I-- DRAWN BY:CW PROJECT N0.:2012352 a ElC 17 n7 P3CORAIT CGT SHEPPHIRD ASSOCIATES GENERAL NOTES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 106 CALASASAS,CA 91302 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO d 310.670.9144 YIII.S�TShepBB.cORI CONSTRUCTION.ANY COUFLICTS AND DISCREPANCIE5 SHALL NOTIFYTXE ARCM,.,. wwcsa PRIOR TO THE CONSTRUCTION START. Z. OUCTWORN SHALL MOUNT AS HIGH AS POSSIBLE TO-11.THE CEILING SPACE. 3. PROVIDE MANUFACTURER'S CLEARANCE AROUND ALL ABOVE CEILING MECHANICAL ��srwuvsms EQUIPMENT. 4. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPE. ON SSIBLE PROVIDE REMOTE ACCESS GEL FOR ANY NON-ACCESSIBLE PROVIDE CEILING ACCESS PANEL FOR ANY NDN-ACCESSIBLE CEILING EQUIPMENT AND DAMPERS. 7. E%HAUST OUTLETS SHALL BE LOCATED MININUM IO'D'HORIZONTALLY DR I'-O'ABOVE /'- ANY BUILDING OPENING AND INTAnEOPENING, Consulting Engineers 4197,Pl—Hill Rd.,9,61,200 Duluth.CA 30096 1p)770.5222270 0770.622.2271 EOJIPIIENT CLEARANCE KEYNOTES 1. HORIZONTALGRE—DUCTWITH 114"PER FOOTSLOPETOWARUTHEHOODWITH2- _ HOUR FIRE-RATED DUCT NTNP.INSTALL FIRE MTED WCT WRAP PER AAHUFACrJRER INSTALLATION INSTRUCTION. GU , 2. MOUNTED TOP aNFF 4-1 AT 10-D-BELOW THE LOWEST PoIM OFTHE ROOF. HDUTEI-1!q'CONDENSER GRAIN LINE TO HUB GRAIN.REFER TO PWMBING s1 DRAWINGS.-1 NSF I 1q. 4 1 1+ PROVIDE ZHOVR FIRE-MTED INSTALLATION ABOVE Tiff NrtCHEN HOOD. NEF ;2 L-----------__----------------J 1111111111111x wcENae F Digitally signed Na. 37T 2 ,_._. •I I _ ai Justin byJustin Tracy j 20'x1P —D - --� Tracy Date:2023.05.22 A SFA 6h6 Y - ) 16:29:13-04'00' �t_ b Vp—MV N RH i�6�A�ORlO�p�=� ••LONA'1 E�,xxn SJ 205 AHU 44.1 e - RH Z IZ STAGES NEATT SWITCHT IIS 1 PH411Z STAGESHEATSWRCXI�T nric Beach DOC TT BmBPI ZB5 285 - Atlantic Beach Country Club Phase 1 Dl sr Construction Documents EQUIPMENT ry CLEARANCE m 16DO Selva Marina Drive _, MVD MVD Mwr— �MYD MVDF �MVDAtlantic Beach,Florida 32233 Mv0' E, 9 _— _ 6 REVISION 20'x12' ' _ RH NO. DATE DESCRIPTION �• "MVD 14 MVD r MYO D 50 q.1 1 1202-22 SD PRICING 2 02-10.23 DO PRICING 3 033423 90%GO fi'R 100 ° OS2323 PERMIT SET S0 v0 U dl 3 J A. EF 4-1 WL 4.3 WL WL <d 1,42 21,14 SUPPLY DUCTTO TRUSS SPACE.COORDINATE WITH STRUCTURAL ENGINEER FOR TRV55 OPENING. J Ill LU J Z - Q J d J a U Z Q W i 1 CAFE PETE'S MECHANICAL PLAN-LEVELI 0�2. 1'-O' I1J u w ILL IJJ 9 Q U 's 4-M2.0 SCALE:1M"=TL' DRAWN BY:CW r PROIECTNO.:2021-352 !1C rlo 1"17 1""1 rf Mh AIT CCT SHEPPHIRD ASSOCIATES GENERAL NOTES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO g 310.670.9144 wilLsQshepae.com CONSTRUCTION.ANY CONFLICTS AND DISCREPANCIES SHALL NOTIFY THE ARCHITECT wm.s rs PRIOR TO THE CONSTRUCTION START. 2. DUCTWORK SHALL MOUNT AS HIGH AS POSSIBLE TO MAAWH THE CEILING SPACE 3. PROVIDE MANUFACTURER'S CLEARANCE MOUND ALL ABOVE CEILING MECHANI CAL s.fnccTs�v,cr�mc. EQUIPMENT. 4. PRW TO REMOTE INQ.MALORAWINGS FOR CEILING N PE. J� 5. PROVIDE REMOTE BALWCING DNMERS FOR ANT NONACCESSIBLE DIFFUSERS. 6. PROWDE CEILING ACC ESS PANEL FOR ANY NON ACCESSIBLE CEILING EQUIPMENT. 2. EYHAUST OUTLETS SHALL RE LOCATED MININUM 30-D'HORI2ONTALLY OR 3'-P ABDVE ANY BUILDING OPENING AND INTAKE OPENING, Consulting Engineers 419;PI—..Hi➢Rd.,Sd,e 200 Duluth,CA 30096 (p)770.622.2270 (f)770.622.2271 .�TA,11T41BIIT AAA'4 RH1 Justin Digitallysigned °��JS yTapA's 'y�';� by Justin Tracy N. n —+j- Date:2023.05.22 = Tracy 16:28:20-0400' SIA ¢�j .... <d ' R. O _ ,�'SS70NAL FC - MINIS at T RH4-4 L25TAGE5 HEATS—.I RH4-5125TAGF5 MEAT SWITCH) T RN 4.6(2 STAGES HEAT SWITCH) BeachAtlantic ,'Hry•. RH A3! 4-6 Atlantic Beach Country Club —PROVIDE A21—T Phase 1 CEILING ACCESS PANEL FOR INLINE EKHAUST Construction DDCUMents FAn 1600 Selva Marina Drive Atlantic Beach,Florida 32233 RN 4-112 STAGES HEAT 1-1) .a� RH 46 L2 STAGES HEAT SWITCHI REVISION N0. DATE DESCRIPTION 6"EKHAUST TG ROOF WITH ROOF CAP 3 12412-22 So PRICING 2 02-1023 DD PRICING __--_ D-- —CD MVD4 05-2}23 PENNI—ET WH J r MYD �-e 42 4.3-f 50 050 RUN B RH 4 T N J w W J Z J J Q U_ Z 1 CAFE _E'S MECHANICAL PLAN-LEVEL 2 -,•-D- U W lu � d Uj ILLU s 4-M2. 1 SLATE:tN'=P-o' DRAWr4BY:CN' — PROJECT NO.:2021352 !TG 117 1)7 FIC 173R A[-r E?CT 3 SHEPPHIRD ASSOCIATES 3 ARCHITECTS a ENGINEERS 26560 AGOURA ROAD.SUITE 706 CALABASAS,CA 91302 3!4'CW TO PAVER AREA WEST OF 1 314'GAS 1400 CMI @2 PSI TO I I 8 310.670.9144 Wi11.5@1SRBp„B.tOTO CAFE SEE 324-P2.1 FOR NEW PAVER AREA,WEST OF CAFE GDNgNDATIOH. BUILDING.SEE 3/4P2.1 FOR I I ( 314'CWWI 9"x9'ACCESSPANEI. CON3INUATION. I I mIaJTTPPUR -AFF ON ECTERIOR WAIL IR� OCATE GAS MEIER L�r s.xunrtc+s•ErNrvM-ss. WITH SHUT OFF VALVE D NEWUNES HERE.4-GWIEITOSTING „ 1�). 314GAS ON 2"GA$MAIN @ 2 P51TO OVEN- �• AT 1GO LFTOTALRGREASETRAP " AT 100 LF2'V UPTo 3 CQNP SINK I }}III I 1/2-CW DN v14'CW DN TO _ I�U Ve GASTO - •I O __ G.1� NEW 4 WAY iRaB Z CW EXISTING TO HIGH TDM AVFA AREA WEST GROOLE 1'GAS IFS` CONNECTION WITH RK AND NETER BOOSTER TO BLEI-GR- E%ISTING 2" u 112'Cw ON TO WATER P TO WATER 112T CR/HW DN DOMESTIC I 'L CW UP -_FILTER 3/ I Engineer I-GAS FILTER TOHANDSINN FRYERConsulting a19 Gicazam DWII,h,GA 3 ,Su Le zW 5 �� I -I- 7P 0096 OUSTING REq SER --- -'- TIE INTO EXISTING 4'S � B 1-114 G0. 3/4'G 1 (P)77U (11770.6_22.2271 SANTARY N a0p0 F51 I�_- - 4'GWIE I 17{ ISI .. IN L:FT TO_ NEW SANK RY IN KITCHM--- A Z'V W(EI -REMAIN r TIE INTO EMSTING TO REAWX. -._-- 1 FS-I IE)JJJ LLLL EXISTING FCO t -i FIG.,IEI FCO 4 slEl-' A' - It RM LIFT 1'C/HW N IE)_ _ FS-11E1 I� n n I� 314'Hix 2 YCOIEI I� _.- i _ � _t � s� _ _ i•A 1l�sy.E� CONNECT TO EXISTING /HW PIPE .N.;rv�Y/TEE -' � -FCO IEI. 1 1 � CONNECTION - ,,, S ,__ • , ITIE INTO �.1 I I I r 1/2'ClHW ON EXISTING 4"S '� -ROMETO 0 Y '1 -_ _H _---_____3/4'XWR__-- _ ' TOHMIOSINK dND 1I AV0104'S. _ HAND SINKAND I 4 TO BLENDER 5TAT101 ZVUP BENDER STATION II _ 112'CW DN TO L J IXPRESSOMD .. IF* COFFEE M4XER Wf UNDERCOVNTER O 1 EP-1 0 I I�- u I SHIN OFF VALVES `�SS'SLK IH11Tp_/A4A HOER I { 2'L/HW I .`1J ylCBA`SAMCf-�� CdMTER l ry I ��3l4'HWR O DINING Nu 3v CONNECT TO EXISTING GIN, II moi'. C/fIW%PF ; ❑d❑4 _ ,"C/HW O I II i I �Y CONNECTION FRQN �A STA q TEIMOEXISTING 4'S 4 I 111` ABOVE TO EXISTING .�A� P(ORLQR' ♦'2�� _ COMNERTOWSTING SANITARY PIPE I x��9FU6a0 I C/HWPIPE NA I :t l AIR HANDLING 7 I O UNIT 1 PI -HANDLING MEDAL - O 1 3 L1 -` 7WL O I �J- J L.1 3• L,1UNIT - III I. I 1'CIHW W-tWC-tACIyWC to !!3 3 S AND 3/4'HW NE I CW Ill� t uPTEI., VELZ 2"V 0 Z W❑2 Wl� � I U 1 I _I �� UR-1 a� 1l4'HOUR 4'SUP 3f TVUP \. y_ w i .. - -_ it -l; I'GAS - -- --TAtlantic Beach _ Lj - _ _ l: - B_ _ e -. �- �..I � 3'CW ~ � _�_ _- I FA STING SNIITART UI THW EMSTNGMOP SINN}- IN WATER HEATER NEW GAS PIPE 314'HWR ROOMTD REATE TO HVAC , Atlantic Beach Country Club Phase 1 �}•---�--- Construction Documents 1 HB 1 1600 Selva Marina Drive G DIES: 1 1 - Atlantic Beach,Florida 32233 EENF%ISfING REVISION 1 I N0, DATE DESCRIPTION I !�. 1 12-02-22 SD PRICING ' L ,PETE'S TURN PLUMBING PLAN-BELOW GROUNDPETE'S TURN PLUMBING PLAN-LEVEL 1 2 22-10-23-S DD PRICING 1. il4'=i'-0' 3 B&3023 90%CD "�-P I.}''114'=1''0" 4 OS2}23 PERMITSET 1 2 PLUMBING FIXTURE SPECIFICATIONS PLUMBING FIXTURE SCHEDULE FIXTURE CONNECTIONS WATER HEATER SCHEDULE FA'G1AW TFR IOSET-FL'_�H inNK AnA MARK F1%TUiiE DESCRIPTION REMARKS NOMINAL REFERENCE INTERIORS PLUMBING CUT SHEET PA CNAGEFORSPECIFICATIONS GW Hw W STORAGE NEATER •• MARL TYPE SERVES CAPACITY CAPACITY BASIS OFDESIGN NOTES WC-2A WATER O T-FU HV IVE AD0. IGALI {MBH) REFERENCE INTERIORS PLUMBING CUT SHEET PAGHAGE FOR SPECIFICATIONS WATER CLOSETS GWH-1 TANK PEFE'S TURN 100 199 AO SMITH STN-199 Mai 1-9 UR-1:WATER CLOSET-FLUSH VALVE ADA WG,A WATER CLOSET(AGA FLUSH TANK) REFERENCE INTERIORS PLUMBING CUT SHEET PACKAGE FOR SPECIFICATIONS URINALS REFERENCE h-ITYP1 REFERENCE INTERIORS PLUMBING LUT SHEET PACKAGE FOR SPECRICATIONS NOTES. UR-1 URINAL(ADA) 314' t 1-112' 1.2 1. REFER TOELECTRICAL SHEETS FOR VOLTAGE AND PHASE 2. REUSE EXISTING CIR PUMP. REFERENCE INTERIORS PLUMBING CUT SHEET PACKAGE FOR SPECIFICATIONS S. PRO DEAMTROLEXPANSIONTANKST-5 LAVATORY d. PROVIDE AMFROL EXPANSION TANK ST-,2 5-2 MOP SINK ANITOR MOP SINK.FIAT PRODUCTS 24'%24'%10'INNSBID2424-100 MOP BASIN.DELTA MODEL K28T9 ROUGH CHROME FAUCET. L., LAVATORY(TYPI 12 12 1-12 1-114 1,2,3,5,8 J W S-SASINK AOA SW K3 GENERAI NDTF�_' REFERENCE INTERIORS PLUMBING CUT SHEET PACKAGE FOR SPECIFICATIONS F.,FLOOR DRAIN K11 TWO COMPARTMENT KITCHEN SINK 12' t2' t-t2' I 1,1.3.5,8,9 W 1. EXISTING SANITANY,COLD,HOT WATER AND VENTS LINESTO REMAIN AND BE REU5M. JAY R.SMITH.MODEL 2010-Bf05D OR EQUAL ZURN,JCSAM OR WAGE,2-DRAIN.PROVIDE WITH TRAP GVARD'. J NS-1A TWO COMPARTMENT KITCHEN SINK ADA V2' ;U2L11-12' 1.2.3.5.8.9 FS-,:FLOOR SINNZURN,MODEL FD23-1-1 H-12X120R EQUAL AMERICAN STANDARD.JOSAM OR WADE.TDRAIN.PROVIDE WIT H-GUARD. E COMPARTMENTHITCHEN SINK 12' 1-1? 1.23,5,0,9 Z 1. INSTALLNEWWATER CLOSETWITHALLRELATEDACCESSMIES:EXTENDANDCONNECT1!2'CW,4'S,AND2-V.FROM F{D-T.HUB DRAIN EXISTING UTILITIES IN THE FLOUR AND CEILING SPACE. WATTS,MDDELFO-104-FE-I OREOUALAMERICPNSTANDARD.JOSAMORWADE.3'DRAIN.PRDVIDEWITHTRAPGUARD'. MS1 MOP SINK 2' 1.245 J 2. INSTALL NEW URINAL WITH ALL RELATED ACCESSORIES;EXTEND AND CONNECT 3/4'CW,2-S.AND 1 112-FRCM IMB-1�ICEMAKF DRAINS EXISTING UTILITIES IN THE FLOOR AND CEILING SPACE. GUY GRAY BIM 6]5A8.12'CW CONNECTION. 3. INSTANEW LAVATORY WITH ALL RELATED ACCESSORIES; FROM nRE RATED OPTION:WHEN BOX LOCATED IN FIRE WALL,PROVIDE GUY GRAY FRIB12,112-CW CONNECTION. FD-1 RDORDMN - 2 6 LL z EXISTING MRITIE5IN THE FLOOR AND CEILING SPACE. M F15 F, OD OUT F11 FLOOR SINK - 2' 6 W 112-CW AND MW UP To 2ND FLOOR BAR AREA. 0.Y R.SMIM,MODEL 4020,D.C.CAST IRON CLEANOUT WITH ROUND ADJUSTABLE SCORATEO SECURED NICKEL BRONZE TOP. C J O q T HO-1 t HUB DRNIN DELD9]]6,ROUGH FINI511 STAINLESS STEEL RUG WITH POLISHED STAINLESS STEEL COVER PLATE. MIBCELINNEOUS HB-1:HOSE BIBB FREEZE-PROOF HOSE BIBB.JAY R.SMITH QUARTER TURN NON-FREEZE WALL HYDRANT WITH RECESSED BOX CONNECTION 550- !1J4•1 I. - TGE MAKER BOX DW'1 DISHWASHER - t22' - - z�// LL HS-1 HOSE BIBB 12' REMIJIIS: /r/A� 1. CONNECTIONS TO PLUMBING FIXTURE SHALL BE PROVIDED WITH INDIVIDUAL 1501LATION VALVES. V a 2. ALL ISOLATION VALVES SHALL BE QUARTERTURN BALL TYPE VALVES. w m Justin Digitally signed 3. CONNERIOUSSHAJLBEBRMDEDUNESWITHSCREWENDTYPECONHECN0M. Q by Justin Tracy 0T 4. Off -O-OSETEurERATURREETS)FIXTURE SHALL.BE 11512NECTION ME 0 LLN0 SUBSTITMIONS, rW IS IS Tracy Date:2023.05.22 6. PROVIDE TRAPGUAM. 0- ]. PROVIDE BACKROWPRE-TER.ING WATTS AT EEL FIXTU8 OR RE PER AROVED EQUAL 16:28:06-0400' S. PROVIDE TEHWASHERCONNECION TODEVICEASTETUBE PER ASSE ID]O.CUNT OURETTEAWEIiATURf OF FIXTURE TO 105'F 9. PROVIDE DISHWASHER CONNECTION TO WASTE PIPE. NOTES APPLICABLE TO ALL FIXTURES: ALL PLUMBING FIXTURES SHALL BE SUEAUTTED TO THE OWNER AND DESIGN TEAM FOR APPRUVAL. A 4� 2. EXACT LDCATION OF FIXTURE SHALL BE LOCATED ON ARCHITECTURAL DRAWINGS. (Tl 3. ROUGH IN FIXTURE PER MANUFACTURERS REQUIREMENTS,PROWLUMBIN OE ALL REQUIRED PER MANUFACTURER, CODE,AND COMR4CT DOCUMENTS AND M4KE FINAL CONNECTONS TO FIXTURE. SCALE,ps rc4iM1K DRAWN BY:k0ur c PROJECTN0.:2022.352 n rfl)'7/74 DCDRAIT CCT SHEPPHIRD ASSOCIATES (Y) ARCHITECTS+ENGINEERS 26560 AGW RA ROAD,SUITE 706 CALABASAS,CA 91362 I I I d 310,670.9144 wJts@shep-ae.com i rp•..�_�_�-__-_�_�_. _ _ wmmtENcnanFErzo.F -KS 7_= I I I _ TO WATER 1, 1 '6— ICEOMAREAE D �~'�_I I f — — —— —— —— _ —— ——�— — — — rr=- _� +-�.-—' _ _-- — ———— -Consulting Engineers SODA RINE J q uP }+�qII-- 41'71 I9 Hill Rd.,Suit,200 iV 3"SDN 3"GWDNTOHOOK UP ❑2 I ! DIGA 300% WITH EXIST 1 I I !.-_ (p)770.622.2170 ('1110.622.2271 —� o GW LINE M IUT[HEN I I ] u I I - DWASTEFROM5ALUN A ,DRAIN B , ANIC4 '�— - F•' , 7 1 AND ICE CREST TO FLOOR SINN - � r f E Q HAND SPIR SEE I 1 f ILII .I E I_ 1 HAND SINN 1 SEE FS SHEETS,E1Lll_ [$�} Itl2'C/HW HAND _ r tlt'C/HW NAND NR SINN ALL GAS PIPING Is ABOVE CEILING AND ft ❑3 i I —2"GW—�o� I � ON TO RADIANT NEATER 2 SA A,1tIIN ELL •I 314'CIHW ON O I �. :,0`'�NCE _Jf ;t 11 12'1A1 I )14'GA' Na .377 STATION, WA RAINROMBLENDm ANDDISHWAS ER TORI,ICE CHEST AND DISHWASHER TO AIR GAP j—c--DERISTATIDN O FLOOR SINN _ — — NDG B 10810 t}�� 1"[W - DISHWASHER I ��i,zPsl0NA1 E�o`z. I 1...19 1..16 2'S AND 314 HW 1 I�tf/1 o a Beacha ritic Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Manna Drive Atlantic Beach,Florida 32233 I I I I I REVISION NO. DATE DESCRIPTION 112�12-11 SO PRICING 1 2 2 0 O210.23 90%GO LNG }30. ] 023 90%CD 1 PETE'S TURN PLUMBING PLAN-LEVEL 2 WASTE PLAN 1 L PE TE'S TURN PLUMBING PLAN-LEVEL 2 WATER PLAN 4 95-e}23 PEIIIMITSET f 1. w Asti n r J TO.'*nD m f _ I t] 1. INSTALL NEW LAVATORY WRH ALL RELATED ACCESSORIES; e f _ E%IENOANDCONNECi1/2"C/NW,15,AND1112 Y.fA0M E—RIG NFILmES IN THE R00R AND CEILING SPACE 2. NEW NROEN SINR.SEE FD00 SERNCE DRAWINGS. 3. SEE FOOD SERVICE WIAWING FOR THIS AREA. N INSTALL NEW WATER CLOSET WITH ALL RELATED ACCES50NES; J E%iEND AND CORNER I/2"CW.4"S,AND 2"V.FROM E%ISTING w { i�1 IITILITES IN THE RCOR AND CEIUNG SPACE. Uj z )r4 CWUILDING Justin Justin TDigitally signed by �•� �, '. �/ FROM BJ SEE 1/{.P2.0 FOR racy a `°" Tracy Date:2023.05.22 16:27:50-04'00' Z m J El ✓ z D w s 1 3 }PETE'.1 TURN SITE PLAN Q„ P7. 1AI'=1'-0' Q IS n 4-P1 .2 SCALE:Aa XENAIet DRAWN BY:AI PROJECT NO.:2022-352 FIC./7Q/7Q DCDRAI-r CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURAPPA0,SUITE 106 CALABASAS,CA 91302 "F1 .11 4L — — Y Consulting Engineers 1 4197 PI—Hall Rd.,S-200 ---------------- ----_j D.I.th,G.A 300% T-1 IT)"70.62-1.2270 (1)- 6_._z1 R :ZZa L L; 777- IQ WATER RISER DIAGRAM IS c Div z N. w s JIL S-70 r "I...W00, r kk- �J2 j —T ------ % Adancic Beach 1--y CI.b- r Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Atiantic Beach,TU'da 3223-3 PJSER DIAGRAM REVISION No -E DESCRIPTION 1 12-02- SOPRICING 2 02-10.23 2-23 Do PRICING 3 01-23 4 IY "'IV. Q LEA 4 -r--T N QWATER HE-ERDE-11 w z ry D Digitally signed Justin y Justin Tracy Date:2023.05.22 LU Tracy 16:27:11-04'00' LU 4-P1 .5 SCALE: DRAWN BY.Aahv PROJECT NO.:20-352 1 IOQIOa Dr-DRAIT Qr- SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J 310.670.9140 MILS INP...C1m 3 Consulting Engineers 4197 P1,Avm HN Rd.,Suite 200 I I D d.,h,GA 30096 4I (p)770.621.2270 0)770.622.2271 l� I EXISTING FIXTURE TO REINJN. EXISTING GAS METER AND ALL RELATED ACCESSORIES 1, REMOVE EXISTING FIXTURE AND ALL RELATED ACCESSORIES,CUT AND CAP HOT AND COLD TO BE REDAOVED AND STORED ON SITE FOR RELOCATION WATER BACK TO NEAREST MAIN SUPPLY UNE IN THE CEILING SPACE.CI FT AND CPP AND REINSTALLATION. SANITARY PIPING IN THE WALLS DOWN TO FINISHED FL00R.REMOVE ANY UNUSED VENT PIPING.DO NOT ABANDON IN PLACE. D"'TIN G CREASETRAP AND UNDERGROUND 5ANITARY 5HALL REAWN.CONTRACTOR SHALL VERIFY EXACT LOCATION OF GREASE TRAP,FLOOR DRAINS,FLOOR SINKS,AND HUB DRAINS AND ACCESSORIES. �\ I EXISTING FIXTURE TO BE REUSED.REMOVE AND STORE FIXTURE.COVER AND PROTECT IT UNTIL _ _ Ins-TO BE—REUSED. ———— mu `1` ' 1pp �yyt. ,.�1 cwle..-_ `-`Q� '"'m'�-•—�¢ _ XtTs H T?pay. IS P ❑ Q- t _ Ha 77 _ a; 0fS IEI YCOIEI , \ - _ .. ❑2 I :�AA,P p4oA19��?mac Adanuc Beach I I Atlantic Beach Coun"Club Phase 1 Construction Documents 1600 Salva Manna Ddve Atlantic Beach,Florida 32233 UO L❑JJ —❑z -01�1 REVISION _ ._._ _— . ❑_ �I -- NO. DATE DESCRIPTION ❑t ❑ 1 1312-22 SD PRICING •]� 2 02-1623 OO PRICING O 3 0330.23 90h CD OS2S23 PERMITEET � I � I I I I I � I I I 7 CAFE PETE'S TURN DEMOLITION PLAN-LEVEL 1 Di vA•=nv 2 1 z Q J Digitally sign ed 101" Justin by Justin Tracy 0 Tracy Date:2023.05.22 _ 16:27:33-04'00' F— I J O 2 W � r Ur J Z W m � — W J �I D o J IL Of a LU N W d 4-PD1 . 1 SCALE:I-T-a DRAWN BY:A1NBT PROJECT NO.:2022-352 r,GJQQP)Q DCDRAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS R ENGINEERS 26560 AGOURA RDAD,SUITE 106 CALABASAS,CA 91302 GENERAL NOTES ELECTRICAL LEGEND ELECTRICAL LEGEND a 310.670.9144 .1I,@,ihdpES— K, M, ..�,� T THE WORD EROVIDE'MEPNS TO FURNISH,INSTALL.AND CONNECT WHERE USED ON THEDRAWINGS. 10 INDILATENUMSER OF CONDUCTORS IN SIZE CMDUITAS REQUIREDBY NEC.NO-1-1 MARKS 2X4 LIGHT FIXTURE,TYPE AS DESIGNATED ON PLAN.REFER TO LIGHT FIXTURE SCHEDULE. 18= LAt .�Y INDICATE52X126 12G 12'C.ANUMBERADJACENTTOTHESI.ASHMARKSINDICATECONDURR SIZE PX <v FORTHECIRCUIT.CONDUCTRSIZE INDICATED ISFOR ALL CONDUCTORE IN THE CONDUIT FOR THE 2. REFERTO ONE-LINE DIAGRAM FOR FEEDER SIZES FOR PANELBOARDS. ENTIRELENGTHOFTHECO2CUT. 2X4 EMERGENCY UGHTFIXTURE,TYPE AS DESIGNATED ONPLAN.REFERTO UGHTFIXTURE SCHEDULE. A 3. OVERDURRENT PROTECHON,WINE SIZE AND NUMBER OF CDNNECnON POINTS FORMECHANIC&HVAC EQUIPMENT I5 FOR ITEMS CONDUIT CONCEALED ABOVE CEILINGS OR WITHIN WALLS AS SPECIFIED.COORDINATE Wm1 MECHANICAL.CONTRACTOR AND MAKE NECESSARY CHANGES PRIOR TO INSTALLATION FOR �� 0 1X4 LIGHT FIXTURE,TYPE AS DESIGNATED ON PLAN.REFER TO LIGHT FIXTURE SCHEDULE. ACTUAL EQUIPMENT TO ELECTRICAL AT NO COST N OWNER TIONPETERSCHEDULE. )CAL DRAWINGS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT.REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE. �—� CONDUIT CONCEALED WITHIN SLAB OR BELOW GRADE. C�iiiilllll 1X4 EMERGENCY LIGHT FIXTURE,TYPE AS DESIGNATED ON PLAN,REFER TO LIGHT FIXTURE SCHEDULE_ 4. ALL JUNCTION BOX COVERPLATES SHALL BE LABELED. EXPOSED CONDUIT El5. ALL RECEPTACLEG WITHIN SIX(6)FEET OF PLUMBING OTRS MBING FIXTURES SHALL BE PROVIDED WITH! GROUND FAULT 2X2LIGHT FIXTURE,TYPE AS DESIGNATED ON PLAID.REFER TO LIGHT FIXTURE SCHEDULE. G rp INTERRUPTERS. — PPNELBOPJRD 6. EDGE OF LIGHT SWITCH WALL PLATE SHALL BE NOT MORE THAN 4'AWAY FROM METALWOOD DOOR FRAME.TYPICAL FOR SINGLE OR 2X2 EMERGENCY LIGHT FLXTURE,TYPE AS DESIGNATED ON PLNN.REFER TO LIGHT FIXTURE SCHEDULE. FUSED DISCONNECT AS FOULOWCH-SWTC ENE,SURE I EMTED) Consulting Engineers MULTIPLE WALL SWITCHES. 17'ABrcD DESIGNATED PS FOLLOWS:A=SWITCH SIZE,B=FUSE SIZE,C=PdES,D=NEM&TYPE. 4'ORB'STRIP LIGHT FIXTURE.TYPE AS DESIGNATED ON PlN4.REFER TOLIGHT FIXTURE SCHEDULE. 4197 PNxanT 1101 Rd.,Swtc1W 7. BRANCHCIRCUITCONDUCTORS SHALLBECOPPERADSHALLNOT BESMAILERTHIN NO.12 PND WHERE BRANCH CIRCUIT NON-FUSED DISCONNECT SWITCH MEMA I ENCLOSURE UNLESS OTHERWISE NOTED) 11MIudI,'A J00'l8 CONDUCTOR RUNS FROM SOURCE(PAEL)TO THE LAST DEVICE ON THE CIRCUIT EXCEEDS IOD FEET IN LENGTH.THE CONDUCTORS 17'A,Ry❑ DESIGNATED AS FOLLOWS:A=SWITCH SIZE.BPOLES,C=FNEMATYM. �� 4'R B STRIP EMERGENCY LIGHT FIXTURE,TYPE AS DESIGNATED ON PLA.REFER TO LIGHT (y�'0.522.2270 (61,%0.612.22?) SHALL BE NO.I O MINNUM AND FR THE ENTIRE LENGTH OF THE CIRCUIT.FOR RUNS OVER 200 FEET IN LENGTH THE CONDUCTOR SCHEDULE P SHALL BE NO.B MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT.WE ABOVE APPLIES TO 120 VOLT CIRCUITS ONLY. MOTOR NUMBER INDICATES HORSEPOWER. WALLiMOUNTED LIGHT FIXTURE ORVAITY FlXTUPE.TYPE AS DESIGNATED ON PIAN.REFER TO LIGHT S. CONEIRMMOUMING HEIGHTSAND COORDINATE LOCATION OFALLQUTAETS,SWITCH ESANDOTHERDEVICESWITHARCHITECTI =9= FIXTUREEDNEDULE ELEVATONSORFURNITU%E YOUTPRIORTOROUGH-IN. rtT MEASURED OCENERUNENG LEX FDRECEPTACLE.MOUNT ATIB'ABOVE FINISHED FLOOR(LINO).HEIGHT WALLAIOUNTED EMERGENCY LIGHT FIXTUM.TYPE AS DESIGNATED ON PLAN.REFER TO LIGHT tt MEASURED TO CENTERLINE OF DEDUCE. C� FIXTURE SCHEDULE, B. ALLMULTI-WIRE BRANCH CIRCUITS SHAJLBE FED FROM BRANCH CIRMITBREAKERETHATWILL SIMULTANEOUSLY DISCONNECT ALL NEMA SZOR GROUNDING DUPLEX RECEPTACLE MOUNT AT4S ABOVE FINISHED FLOOR OR T ABOVE UNGROUNDED CONDUCTORS AT THE POWER WHERE THE BRANCH GIRCURORIGINATES TO COMPLY WITH NEC 2IDAIB), COUNTERTOP.HEIGHT MEASUREDTO CENTERLINE OF DEVICE. 8 DECORATIVE WPIC SCONCE.TYPE INDICATED.REFER TO LIGHT FIXTURE SCHEDULE. 10.PROVIDE A NEUTRAL CONDUCTOR IN EVERY SWITCHLEG FOR CURRENT OR FUTURE USE WITH OCCUPANCY SENSORS OR DIMMER I0R0I NEMA 5-200.GROUNDING DUPLEX RECEPTACLE WITH 5 mA INTEGRAL GROUND FAULT SENSING DEVICE. SWRDME. BP MOUNT AT I V MOVE FINISHED FLOOR(UNC).HEIGHT MEASURED TO CENTERLINE OF DEVICE., SURFACE-MOUNTEDTRACK TYPEASDESIGNATEDONRAN.REFERTOUGHTFIXTURESCHEDULE. NEM11.PROVI BE SEAL FOR PENETRATION OF FIRE-RATED WALL$BYCONDUIT.SEE ARCHITECTURAL PLAN FOR RATED WALL LOCATIONS, MOUNT AC RGROUT 4r VEINGDUED FLOOR OF IAO,ME H DUNTSERHEIGHT MEASURED To DE MOUNTAOF GROUNDING FINISHED EC ORO'ABOVEC TA INTEGRAL GROUND FAULT SEN CENTERLINE 12.BACK.T0.SACK RECEPTACLES IN AIL ONE HOUR FIRE-RATED WAIS SHALL BE LOCATED A MINIMUM OF 24'ON CENTER.IF NOT 10 WALL-MOUNTED U GHT FlXTURE.TYPE INdCITED.REFER To LIGHT FIXTURE SCHEDULE. POSSIBLE,INSTAL PER DETAIL III— NEMA S20R GROUNDING DUPLEXRECEPTACLE WITH 5tH INTEGRAL GROUND FAULT SENSING DEVICE Q PROVIDETAYMALSTANDAROCLEAR COVER WHICH MAINTAINS WEATHERPROOF RATING WHILE PLUG IS LIGHT FUITURE,TYPE INDICATED CEILING MOUNTED.REFER TO LIGHT FIXRIRE SCHEDULE. 13,PROVIDE NEW FIRE ALARM DEVICES COMPATIBLE WITH THE EASTINGFIREALARMSYSTEM.E% DEMI NGFBTEPJ.MMSYSTEM INSERTED.MOUNTAT IV MOVE FINISHED FLOOR.(ONO) WIRING TO CONNECT NEW DEVICES.PROVIDE ADDITIONAL RELAYS,BOARDS.ETC.AS REQUIRED FOR ALOMPLETE FIRE MJRM PROVIDE BOTH REGULAR ROUND CONDUCTORAND A SEPARATE ISOLA GINISHED RO ND CONDUFLOOR CTOR TO Q EMERGENCY LIGHT FIXTURE,TYPE INDICATED.CEILING MOUNTED.REFER TO LIGHT FIXTURE SCHEDULE. SYS EM. W FEED RECEPTACLE.HEIGHT MEASURED TO CENTERLINE OF DEVICE. 14.NPROVIDE A&TION FIRE RISER To WORTMTEASVENT,STAND ALNEALTO INETALSYSTENNDR OFFBffE ,,iiAA (2)NEMA S2DR GROUND DUPLEX RECEPTACMWITHIN A SINGLE 2-GANG COVER PLATE.MOUNT AT IV NNW &POLE LIGHT FIXTURE,TYPE AS DESIGNATED ON FLM).REFER TO LIGHT FIXTURE NOTIFICATION FFLO AND LINES OF WITH THE FLOW CONTRA REVENT.COORDINATE INSTALLATION AND R ABOVE FINI SHED FLOOR(ONO).HEIGHT MEASURED TO CENTERLINE OF DEDUCE �Q SCHEDULE. III CONNECTION OF FLOW AND TAMPER DEVICES WITH THE SPRINKLER CONTRACTOt. SPECIAL RECEPTACLE.SIZEATE COLOR OL RSHULL PLAY OR BLACKWITH UAINLE THERWISE NOTED. .Q GRADE-MOUNTED FLOOD LIGHT,TYPE AS DESIGNATED ON PLAN.REFER TO LIGHT FIXTURE SCHEDULE 1F•`M -"Oy�� 15.INCHES GFQUN SMALLBE GRRADE.COPPER CONNECTION TO RODS tOUND LENGTH.THE TOP DE BY EXOTHERMIC ROAR BETWELVE(1>a RECEPTACLE HEIGHT ERPLAIED TO CETERUE OFDVI BLACKWITHSTANLESS STEEL �`Ah�yTCPJys INCHES BELOW FINISHED GRADE.CONNECTION TO THE GROUND ROD SHALL BE MADE BYEXOTXERMIC WEIR PROCESS. COVERPLATE HEIGHT MEASURED TO CENTERLINE OF DEVICE EXIT SIGN,TYPE AS DESIGNATED ON PLAN.PROVIDE NUMBER OF FACES AND CHEVRONSAS INDICATED William 16.240/120V CONDUCTORS BHALL HE COLOR-CODED WITH JACKET OR MARKING TAPE AS FOLLOWS: �'T ' e -I ® ON PLAIT.REFER TO LIGHT FIXTURE SCHEDULE. 1/VIIIIam Digitallysigned = Na 95 v ABOVE CEILING.COVERPtATE.CABLINGBDEVICE SHALLBEBYOTHERS.FACEPATECOLOR(BY by William Gaddy _ _ OTHERS)TO MATCH RECEPTACLES. COMBINATION EXIT SIGNIEGRE55 LIGHT,TYPE AS DESIGNATED ON PLAN.PROVIDE NUMBER OF FACES _ PHASE A-BLACK RT[ AND CHEVRONS AS INDICATED DN PLAN,REFER TO LIGHT FIXTURE SCHEDULE. Date 2023.05.22 $TATE OF PHASE B-RED.,BLUE.,BLACK 0 TOABOVEOEILING GOVERPLAT`E.CABLINGSOEVICESHALLBEBYOTHERS.FACEPLATECOLOR(BY Gaddy 16:44:09-04'00 O NEUTRAL-WHITE OTHERS)TO MATCH RECEPTACLES. SALLOOENTED EGRESS LIGHT FIXTURE,TYPE AS DESIGNATED ON PLAN.REFERTOLIGHT FIXTURE �p3 PZ Og GROUND-GREEN I FLOOR BOX WITH SEPARATED POWER a DATA COMPARTMENTS,WALKER 880 SERIES WJSRMS COVER '7236, �U1= ® OR APPROVED EQUIVALENT.PROVIDE RECEPTACLE IN POWER SECTION.ROUTE I"CONDUIT WITH LIGHT SWITCH,'TINDICAMS2-POLE.'3'INUCAMS}WAY,4-INDICATESLWAY.'P"INOICATESPILOT JJ4�DNAL 6 1A 17.WHERERECEPTACLES,DA OICEOUTLETB,ETCARETOREMOUNTEDINWOODPANELWALLSORWAINSCMWALLS,COORDINATE PULL-STRING FROM DATA SECTION TO ABOVE CEILING. LIGXT.MONTAT aB'ABOVE FINISHED FLOOR HEIGHT MEASUREDTO CENTERLME�OEVICE. UI 111 OUTLET LOCATIONS TO EITHER BE CENTERED WITHIN PANELS OR CENTERED BETWEEN PANELS. Q JUNCTION BOX SIZE AS REQUIRED FOR CONDUITS MIO FILL �. MANUAL MOTOR CONTROLLER SWITCH.PROVIDE OVERLOADS SIZED FORTHE ASSOCIATED MOTOR. ENCLOSED CIRCUIT BREAKER(NEMA I ENCLOSURE UNLESS OTHERWISE NOTED) DIMMER SWITCH.MOUNT AT 48-MOVE FINISHED FLOOR HEIGHT MEASURED TO CENTERLINE OF DEVICE. ® MOTOR STARTER OR CONTROLLER(NEMA I ENCLOSURE UNLESS OTHERWISE NOTED) ( FANCONTROLSWITCH.MOUNTAT48-MOM FlNISHEDFLOOR.HEIGHTMEASURED TOCENTERLINEOF .VICE. CEILING FAN.TYPE INDICATED.REFER TO LIGHT FIXTURE SCHEDULE. ¢4 WALL-MOUNTED OCCUPANCYSENSOR.MOLWAT48-MOMPNISHED FLOOR.HEIGHTMEASUREDTO Y CENTERLINE OF DEVICE. ATIanticBeach OCEILI—OUNTED OCCUPANCY SENSOR. Atlantic Beach Country Club ELECTRICAL LEGEND ABBREVIATIONS Phase 7 SPECIFICATIONS Construction Documents AMPERE FA FIRER NEUT NEBRw 1600 Selva Marina Drive Q &TEPNAPNGCIIRTEM A. THE CONTRACTOR SNAIL FURNISH ALL LABOR MATERIAS,ADEQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION. FBREALARMLDMROLPA'EL. AL G GROMU P POLE Atlantic Beach,Florida 32233 AF AMPERE FAUNAE GRC G&VANI2EDPGIO CONDUIT PB kWSHBUTON B ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE STATE AND LOCAL CODES. Q FIRE ALARM ANNUNCIATOR PANEL. AFF ABOVE FINISHED FLOOR HID HIGHINTIDI YDISLHARGE PH PHASE PFG ABOVE FMI5HED GRADE M HEIGHT PNL PANEL REVISION C. WORKMANSHIP SHALL BE FIRST CUALRY AND IN ACCORDANCE WITH BEST PRACTICES OF WE TRADE BY SKILLED WORKERS. HAN4 ABOVE FINISHED FLOOR ORMICA1Si THAN 4W ABOVE FINISHED FLOOR.HEIGHT MEASURED NO. DATE DESCRIPTION Cl❑ AC AMPERE TRIP UPING CPPAOT INC INTEWAEOIATE MET&CONWR PVL POYVINnL IZED5 TO CENTERLINE OFDEVICE. t 12-02-22 EDP AT AMPERE)RIP J JUNCTION BO% RGS RGD G&VANIZFO STEEL D. LOCATIONS SHOWN ARE PPPROYJRMTE.CONTRACTOR SHALL COORDINATE ACTUAL LOCATIONS WITH OTHER TRADES. FIREALPRMHORWRWAN.MOUNT SUNISHD ENTIRE LENS)ENO LE55THANBO'ABOVEFINISHED 2 02-10.23 DO PRICING FLOOR OR GREATERTIRA 9S'APOVE FINISHED FLOOR.15/ISCANDELAINOFFICES, AWG AMERICAN WIRE GAUGE NA IOLOA.PERES T? TYPICAL 3 -30.23 N-A CD E. CONTRACTOR SHALLTAN AND PAY FOR ALL FEES AND PERMITS REQUIRED AND SHALL FURNISH CERTIFICATION OF INSPECTION K. BREAKER KCMIL THOUSAND CIRCULAR MILS UG LINEERGROmD 4 OS2323 PERMIT SET TO OWNER AT THE COMPLETION OF PROJECT. FIRE MA M5IHOBE DNLV.MOUNT SUCH THAT ENTIRc LEN515 NO LE55 THMR BJ'PHOVE FlNISHED BFG BELOWFlNISNEDGRPDE KVA NROVOLT-AMPFAES UNO UNE53NCTMOTHERWISE F. AILMATERIAL SNALLBENEWANDULAPPROWDADILAMUED. FLOORORGREATERTHANEIABOVEFINISHEDFLOOR.1 ECANDELAINOFFICES, C CONOUIT,CpVOUCiOR LED LLCM EMITTING DIODE V 1 VATS ® FIREALARMHORNISTHOBE-CEILING-MOUNTED. CI(T CIRCUIT MCP MAINCACUITBREAKER VA VOT""" LL G. UNLESS OTHERWISE NOTED,AINTERIOR CONDUIT SHALL BE IN MINIMUM L.2'EMT WITH COMPRESSION FITTINGS,CDNDUITBELOW CU COPPER MIN MINIMUM I W WATS,IMRE LAH ORGRAOESHALLBEMINIMUM L4'RIGID CONDUIT OR PVC,CONDUIT WITHIN MEVATEDSLAB55HALLBEMINIMUMI EMT DIA DInMETER MLD MMNLUGGNLY WP WEATHEPAi00F COMPRESSION FITTINGS.EXTERIOR CONDUIT ABOVE GRADE SHAH BE MINIMUM 11T RIGID OR IMC.WHERE CONDUIT x FIRE ALARM STROdI ONLY-CEILING-MOUNTED. EIEC ELE[TRC ELECTRICAL MUG MWMING —ETR4NSFDRMER TRANSITIONS FROM BELOW SLAB OR GRADE TO ABOVE SLAB OR GRADE,PROVIDE RIGID ELBOWS PND RIGID NIPPLES.FLEXIBLE METAL CONDUIT SHON ALL BE USED FOR CONNECTIONS TO LIGHT FIXTUREE(NO LONGER THAN GFEETI OR FOR CONNECTION TO FIRE ALARM PHOTOELECTRIC SMOKE DFTECTDR.CEILING MOUNT AT LOCATION SHOWN UNLESS EXP EKPLOBIOLPRCOF NEC NATIONAL ELEORIC&LOGE i L &IID VIBRATING EQUIPMENT SUCH AS MOTORS OR TRASFORMEREIN O LONGER THAN a-FEET).WHERE INSTALLED OUTSIDE ORIN AREAS Q OTHERWISE NOTED. SUBJECT TO WATER PROVIDE LIQUID-TIGHT FLEXIBLE METAL CONDUIT. FIREALPRM HEAT DETECTOR.COMBINATION FIXED TEMPERATURE/RATE OF RISE.CEILING MOUNT AT H. UNLESS LARGER, CONDUCTED,ORS ALL CONDUCTORS SMALL AVECOLORED OE TYPE T REDINVUATION JACKET.SOLID FOR A10 BLE MAY BE USED HERE FOR LOUTION SHOWN UNLESS OTHERWISE NOTED. L Ne ORLARGER.CONDUCTORSD ORECEILINSHALL HAVE COLO RED 70 BE 412 ANG,ALL CASAE MAY BE USED WHERE SPRINKLER SYSTEM FLOW SWITCH.PROVIDE FIRE ALARM MONITOR MODULE AND COORDINATE CONCEALED WDWN WALLS AND ABOVE CEILINGS.MINIMUM WIRE SIZE TO BE KIR AWG.ALL WIRE SHALL BE COPPER. Q INSTALLATION AND CONNECTION WITH THE SPRINKLER CONTRACTOR. I. LOW-VOLTAGE CABLE AND ASSOCIATED TIES SHALL BE PLENUM RATED. SPRINKLER VALVE SUPERVISORY SWITCH.COORDINATE INSTALLATION WITH THE SPRINKLER PANELBOARDS SHALL HAVE A COPPER BUS AND SHALL BE SIEMENS TYPE PI OR APPROVED EQUAL.PROVIDE ENGRAVED CONTRACTOR NAMEPLATES PND TYPED PANELBOARD DIRECTORY.ALL GIRCVIT BREAKERS SHALL BE BOLT-ON TYPE.WHERE MULTIPLE SECTION FIRE ALARM DUCT SMOKE DETECTOR ELECTRIC&CONTRACTOR SHALL FURNISH THE DETECTOR THE PANELBCARDS ARE SHOWN.PROVIDE FE26 RU LUGS.PROVIDEAI RATING AS NOTED ON PARELBQARDSCHEDULEE.CIRCUIT MECHANICALCORMCTOR SHALL INSTALL IN WE DUCTWORK AND THE ELECTRICAL CONTRACTOR BREAKERS SHALL BE INSTALLED AND LOADS CONNECTED AS SHOWN ON-BOARD SCHEDULE. SHALL CONNECT TO THE FIRE ALARM, K. TOGGLESWITCHESTO BE SPECIFICATION GRADE,20&126M VAC HUBBELL CATALOG 11221,k122Z41Z23.1224(OR EQUIVALENT) O FIRE r ALARM WAUOUNTED MAGNETIC DOR LL HOLDER.COORDINATE INSTAATION.DOOR WITH STAINLESS STEEL DEVICE PLATES.COORDINATE COLOR WITH ARCHITECT. L DUPLEX RECEPTACLES TO BE SPECIFICATION GRADE,20A,120V HUBBELL CATALOG K52B2 AND 9GF5262(OR EQUIVALENT)WITH GAN OUTAET,PROVIDE TWO 12)1-GANG BOXES AT HEIGHT SPECIFIED ON ARCHITECTURAL ELEVATIONS STAINLESS STEEL DEVICE PLATES.COORDINATE COLOR WITH ARCHITECT. (l WALL MOUNTED.ROUTE I'CONDUIT WITH PULLSTRING TO T MOVE ALGESSIBLE CEILING FROM ON OF Y THE BOXES.PROVIDE 2W DD—PLEXRECEPTACLE IN THE SECOND BOX COVERPLATE,CABLING. M. WAILBDXDIMMERSSHA_BE LUTPON NOVAT ORAPPROVED EQUIPMENT.PROVIDE DIMMER TYPE TO MATCH WE TYPE OF LOAD DEVICE SHALL BE BY OTHERS.FACEPLATE COLOR(BY OTHERS)TO MATCH RECEPTACLES. BEINGCONTROLLED. N. FANCONTROLSSH&LBELUTRONHDVATSINGLEPOLE3 PEEORAPPROVEDEMIV&ENT O. WALL BOX OCCU UNLESS SOTHERWISE NOATTSTOPPERDW-1000VALTECHNOLOGY SENSORS OR APPROVED EOUIVALENT.SET co TIMER TOISMINUTES UNLESS OTHERWISE NOTED. Clt P. CEIDNGFMOUNTED OCCUPANCY SENSORS SHAT BE WATTSTOPPER DT 355.U(UNE VOLTAGE)DUAL TECHNOLOGY SENSORS.SET �/I TIMERTO 1SMINUTES UNLESS OTHERWISE NOTED. ❑. ALLDEVICESINSTALLEDIN AREAS EXPOSED TOTHE WEATHER AND WHERE SPECIFICALLY INDICATED SHALL BE FURNISHED WITH WEATHERPROOF DEVICE PLATE. O R. UGHTINGFI TU%SANDLAMPSTOBEFURNISHEDMDINSTALLEDASINDICATEDON THE LIGHTING FIXTURE SCHEDULE. I _� f S. DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE,NEMA I FOR INDOOR NEMA 3R FOR OUTDOOR UNLESS INDICATED OTHERWISE, m U Z T. ALL ELECTRICAL EQUIPMENT AND SYSTEMS$HALL BE TESTED AND ADJUSTED FOR PROPER OPERATION.COMPLETED WIRING SYSTEM SHALL BE FREE OF SHORT CIRCUITS. V U TERMINATICNS(LUGS,TERRAIN&BLOCKS.ETC.)IN CIRCUIT BREAKERS,QISCDNNECTSWITCHES,LIGHTINGLDNTACTOR,RELAYS, PANELBOANDS,TIME SWITCHES,ETC.SHALL BE RATED FOR 75 DEGREES C IN TEMPERATURE IF TERMINATIONS IN EQUIPMENT SUCH AS EXHAUST FANS,WATER HEATERS,AIR CONDITIONING UNITS,ETC.,ARE RATED FOR 60 C ONLY,THEN CONDUCTORS MUST BE DE-RATED AND USED IN COMPLIANCE WITH TABLE 310-16 OF CURRENT NEC AND SIZED MR WE 80 DEGREES C CDLUMN. V. PER NEC 110.24,CONTFACTORTOPROVIOE MRMAHENTPIACAROAFHXEDTOMAIN SWITCHBOARDINOICATINGCALCULATED AVAILAIII-E FAULT CURRENT AND DATE THE FAULT CURRENT CALCULATION WAS PERFORMED.FAULT CURRENT CALCULATION TO BE BASED ON THE ACTUAL UTILITY COMPANY TRANSFORMER INSTALLED. D 4-E0.1 SCALE:1-w ORAWNBY:AMhu R PROJECT NO.:2022-352 c nr109174 OCQNaIT CCT SHEPPHIRD ASSOCIATES �TT3JDigitally signed ARCHITECTS+ENGINEERS William by William Gaddy 26560 AGOURA ROAD,SUITE 105 Date:2023.05.22 CALABASAS,CA 91302 Gadd t 6:aa:v-oa�oo� b 310.670.9144 w11Ls@shepae.mm _ I j j2r` '.21 _ �J r� I L I I ® LJ4J�J _fir--= r-n I :l w` �� Y�� —.I I Cow Pultinglaagwneers 'i I -®_ 1 �•--- -- - ITdulh,GA 100'6 —r� JIU_0.6__.22;0 (f);0.6_22.2271 1I3 7 + I l _- ----g ---------- 4--I--- - - I- -- 19 6-1 I;NI LI w _ 0 1111 0 I I II I F-ull i._J t r L J I 6 aL yy. Til ,: nl o ZOO l r e� � APPS�OYl9 AONA 110 1 'Pf a g3 Y� I I .I IF'1 °n w IIyI� � 11 - Q yypAtlantic Beach Atlantic Beach D4untw Club Phase Documents 1600 Selva Manna Drive Atlanti-elleach,Florida 32233 REVISION 1 CAFE PETE'S TURN DEMOLITION PLAN-LEVEL 1 O I NO. DATE DEBGRIPTON 1I IL02-22 SD PRICING 2 02-10.23 DO PRICING 3 0330.23 90%CD 4 6-2523 FERMITSET L_+_CAFE PETE'S TURN DEMOLITION PLAN-LEVEL 2 t. N o6 GENERAL NOTES SHEET KEYNOTES: O 1. ALLEXISTING CONDRIONSAND EQUIPMENT SHOWN ARE GENERAL 1. FIRE ALARM CONTROL PANEL(FACP)IS TO BE RELOCATED.CAREFULLY J INFORMATION.CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD DISCONNECT AND STORE FOR REUSE.REFER TO SHEET 4U.0 FOR NEW W VERIFICATION AND EXISTING CONDmONS. LOCATION AND ADDITIONAL INFORMATION. 2. CONTRACTOR SHALL COORDINATE EXISTING TO REMAIN EQUIPMENT WRH 2. EASTING400AMAN BREAKERPANEL(TPII ISTD REMAIN.EXISTING W ELECTRICAL NEW WORN PLAN PRIORTO BEGINNING ANYDEMOLITION BREAKERS MAY BE REUSED.REFER TO DETAIL IH-E2.OPND PANEL J WORK. SCHEDULE ON 4-E4.0 FOR ADDITIONAL INFORMATION. 3. EXISTING 1mA MLO PANEL(TP2)1S TO BE RELOCATED.CAREFULLY 1 DISCONNECT AND STORE FOR REUSE REFER TO PANEL SCHEDULE ON 4- z E4 LDETAIL214-E2.0 FOR NEW LOCATION ANDADDRIONAL INFORMATION. EXISTING BREAKERS MAY BE REUSED. J a z 0 t J 0 di 3 W 0 z H w 8 H W B O.. 4-E1 .0 SCALE: DRAWN BY:AJS PROJECT NO.:2022.352 f1G/7']!']4 DCQAAIT CCT SHEPPHIRD William Digitally signed by ASSOCIATES William Gaddy ARCHITECTS+ENGINEERS Gaddy Date:2023.05.22 26560 AGOURA ROAD,SUITE 106 16:43:55-04'00' CALABASAS,CA 91302 b 310.670.9114 will-2'h'p-m 9m I I I TM reoa � -- ICJ' Engineers -• d,1 MP .. Consulting_�_ 4197 �J 'r R _ I ;Plcuant hill Rd.lmle Duu i,G43W')G �3 TF1-Z4 tPI-3 TPt-6 _TPI01 - -.101-15 I - MOP-t9 e 3 TP - 1 iPt 30�l6- I 3 II '�J?L JI 11 ! 2 0,62 �ApP_16L TP1-10 !r LL__ 2- 2 TPt-14 42 II _ TP2-2 r J 1 I oar P2-1 _7I TPI _:� I fRH 1 TP1-40./2 r J II V I � � TP2.3 tl TP1-19.20 -. -- II -- N:— J 1 TP1.17 101-22.4 II 4C1 I \� TP2-4 Vy"l CBNye y�'i I _ I 470.85 ILII_ Ar *_ I F I I � TP4-39,11 � STATE OP TPI 2S I T12-9a TPI-23 TPI-28 _ TP2.8 fl I ',2 7pN IH16 0 4" II — _ TfI TP2-7 I , <-, Atlantic Beach Country Club FIN _ --- — - - *'_ Phase 1 ¢3 T(^A—.�— _ _ — T Ty — — — ——— Construction Documents 1500 Sel9a Marina Drive I I � tl�ch,Florida 32233 1 I REVISION NO. GATE DESCRIPTION 1 12-02-22 SO PRICING 2 02-10.23 DIDPRICING l 3 0}30-23 90%CD 1 I 4 09-2323 PERMIT SET 1 2 I I 1 CAFE PETE'S TURN POWER PLAN-LEVEL 1 I I 2, Ire'=1'-m 1 L CAFE PETFS TURN POWER PLAN-LEVEL 2 4, 114-=1.-0. r 4. r 06 y GENERAL NOTES SHEET KEYNOTES:IT J j-� %✓---� - .1 � - 1 BRANCH CIRCUITS SHALL HAVE THE SMAE 312E CONDUCTORS FOR THE 1. COORDINATE STUB UP FOR BAR TOP POWER WITH KITCHEN EQUIPMENT ENTIRE LENGTH OF THE GIRGUIT. VENDOR MIO ARCHITECT PRIOR ROUGH INS. 2. REFER TO E00%FOR RISER DIAGRAM AND BACK-0F-HOUSE LIGHTING 2. POWER RECEPTACLES IN KITCHEN AT CHEF'S COUNTER ARE FED FROM 0A `J ,hr e /�'=•M� .vA F—RESCHEDULE. THE CHEF'S COUNTER LOAD CENTER ELECTRICAL CONTRACTOR IS TO I •f r>(A�I h - RUN A 10CIRCUTTD CHEFS COUNTER LOAD CEN TER ONLY.CODRDINAT 3. CONDUITS SHOWN OUTSIDE OF THE BUILDING FOR CLARITYONLY.ALL WITH KITCHEN EQUIPMENT VENDOR.COORDINATE SEALS PRIOR TO Z +5 CONDUIT SHALL REMAIN WITHIN THE FOOTPRINT OF THE BUILDING. ROUGH INS. < CONTRACTOR SHALL LABEL EVERY FACEPLATE WITH PANELBOARD CIRCUIT 3 COORDINATE MOTORIZED BLINDS SWITCHES LOCATION WITH OWNER AND _J G� :I IN ACCORDANCE WITH NEC 4084. ARCHITECT PRIOR TO ROUGH-INS. OG ALL RECEPTACLES SHOWN IN THE KITCHEN AND BAR AREAS SHALL BE GFCI d. PROVIDE S20R GFCI TYPE RECEPTACLES WEATHIy PROTECTED. X%Jt WEATHER —FOF ENCLOSURES, LL. TYPICALMECHANICALEOUIPMENTTAG�REFERTO MECHANICAL 3. PROVIDE W12.2II12GIN 1'C.0.UN CONDUITFROM PrWEL TPI �I EOUIPMENTCONNECTIONSCHEDULE FORELECTRICAL UNDERGROUND TO AREA SHOWN.COORDINATE WITH ARCHITECT AND CONNECTION REQUIREMENTS.COORDINATE WITH MECHANICAL FOR EXACT OWNERFORE%ACT LOCATION OF OUTLETS. O LOCATIONS. Z 1+J t —t w C ! w � - W IS LL d n 3 PETE'S TURN 517E PLAN-Ele Ii�1 4 E2. 2. 1re-=— SCALE:M.x'valee DRAWNBY:AJS PROJECTND,:2021-352 ()GI0Q/7Q DFDAAIT CCT SHEPPHIRD ASSOCIATES 3 ' ARCHITECTS+ENGINEERS I �I/ 26550 AGOURA ROM,SUITE 106 CALABASAS,CA 91302 310.670.9149 wil.s@shepae.mm - EM a I I + SL SLG i2 RREaSER - Consulting Engineers 1 419 1 HDDI,Lh,GA R M96-tc 2UG Ipl',0.622. ;0 If,,0.622.2271 PLATFOIFSI J 411 • K1TnIBI 'wS M ❑ �/ — —�— — ... TP1-1 xi le k9! K4 K4 J PAFO le - - -_ -- I = _ J J OC J J J %1 � J _ 8 _. MOP.17 I WS I NGTJ;,I 4. NshI.yj'P ws2 J O C �, I I — _ [_,. _ __ ._. 2 - __- _ I _ -_J •,520 besG•• NENs - ---- JE I Mo o F --- -- I i _JE Ir I EM _ W52 JE �I S LATE o - — - _ R o"°SET Atlantic Beach Count Club EM %, -_ I . . Phase 1 1 I 1 J - Construction Documents 1600 Selva Marina Dnve 'I Atlantic Beach, lorida3 RESTz DON om EM 2233 O — — REVISION NO. DATE DESCRIPTION 11OR22=SDPRICING 2 02-162J"Do 90%CD INC [ 3 0330.23 Oh CO i 0 DS2323 PERMIT SET I I I 1 • 1,FE PETE'S TURN LIGHTING PLAN-LEV— E3. ve=r-o- r e TCAFE PETE'S TURN LIGHTING PLAN-LEVEL 2 3. ve•=r-a• N William Digitally signed by 06 William Gaddy 2023.05.2 Gaddy 716:4323-04'00' GENERAL NOTES SHEET KEYNOTES: O W 1. ENTIRELE LENGTH SHALLHAVE THE SAME SIZE CONDUCTORS FORiHE ,. GENERAL:ORLIGHT PIANS Be EXISTINGTAVE BEENELECT SHOWN W ENTIRE LENGTH OF THE CIRCUIT. ON NEW WORK PLPNS OR WHERE NEW ROOMS HAVE BEEN ERECTED. 2. REFER TO EM,FOR RISER DIAGRAM AND BACK-OF-HOUSE LIGHTING 2. PROVIpELFD RIPFURURERECESSEDINTOPLYWOOD.CODRDINATE J FIXTURE SCHEDULE. WITH INTERIDR DESIGNER FOR FIXTURE IYPE AND INTERIOR DESIGN DRAWINGS DETAIL 2J4-ID5.05 FOR LOCATION AND ADDITIONAL z 3. CONDUITS SHOWN OUTSIDE OF THE EUILDING FOR CLARITY ONLY.ALL INFORMATION. Q CONDUR SHALL REM-1 WITHIN THE FOOTPRINT OF THE BUILDING, 3. PROVIDEFANRATEDJUNCTIDN BOX FOR CEILING FAN.COORDINATE WITH ACJ 0. CONTRTOR SHALL LABEL EVERY FACEPLATE WITH PANELBOARD CIRCUIT ARCHITECTURAL DRAWINGS FOR FAN—EIGHT. IZ IN ACCORDANCE W ITH NEC 4006. �I'� 5. CONTRACTOR SHALL COOROINATE MOUNTING AND MOUNTING HARDWARE V WITH ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO PROCUREMENT OF LIGHTING FIXIURER PACKAGE. L_ F 6. CONTRACTOR SHALL PROVIDE 0.I DV LOW VOLTAGE CABLING F OR ALL LE C L— FI%NNES. E V J Z H w W C n 4-E3.0 SCALE:1 =1'-V DRAWNBY:AIS C PROJECT NO.:2022-352 C TIG MQIrI AD DCDNAIT CCT SHEPPHIRD ASSOCIATES Branch Panel:MDP Branch Panel:TP1 ARCHITECTS+ENGINEERS Lo.tdt,,PIATFORMUI A. V.b:12D24D Sngle AI.C.Rating:18,301 Lt-- Valva:1202403mg1e 0.1.C.Rating:15,500 26560 AGOURA ROAD,SUITE 108 5VPPIy Fmm: PM1ases:1 thw Typ.:MLO Supply Fmm:MDP Phases:1 M.nc Typa:MLO N.urding:Sud.pe Wirea:3 Rlama Reing:400 A M.-I.,Sudaw WIru:3 Meln.Rating:20o A CALABASAS,CA 91302 Enclosure:Type1 MCB Rating:400A Entloaure:Tyw1 MCD Rtiihq:WO j 310.670.9144 M11s@shsp-w.7. Notes: Nmez: wacsw CIT ClreuN De Tp A B Poles Tdp Circuit D......n CNT I eKT eirwn D-It"m Trip P tI A B P.e, Tip Cirwn-pd., CHT 1 •10600 VA•6040 VA 2 1 Ligb 20 A 1 239 VA 36fi0 VA 2 AHll+l t25A 2 2 BOq CU0.1 - tN WamwasM1a,HrgN Temp vN Booster 3 1UB00 VA Ns40 A 4 3 Recepatle-WaN Tap Rehigmmr 20A 1 _ _208 VA MG.VA 4 5 1152 Vq 1500 VA 6 5 SHUNTTRIP - 1 - gBO VA .Receptacle-ReMgertetl Bese 8 Q Y_� DFCU 1 i5A 2 2 2- EWFb-1 1152 VA 15�VA 0 T :Realllatle-Canbi Oven 20A 1 {I✓b YA - -SHUNTTRIP B 9 1500 VA 1500 VA 10 9 :SHUNTTRIP - 1 - I-VAI Power-Edrausl Hood 10 EWH43 20A 2 2 20A EWH4-2 1 1500 Yp I11BpyA 12 11 Paxvr-Earaum Hood LigNb 20A 1 151111D"_ - SHUNTTRIP 12 13 -P(NOTE 2) 20A i 1.]K ra -060 VA 1 ZOA PlaNam Lm 14 13 SHUNT TRIP - 1 1680 YA P.xar-Bar Top 14 15 WF1-f 20A 1 600 VA !400 VA 20A P11-II M1IIReca' 16 15 'Rewptatle-CamboFdd elFNmer 20A 1 r3Ns•. I600VA 1 Receptacle-POSSlagan i6 Consulting Engineers 17 Li lin-tsl Level 20A 1 Im V� S?o YA ]OA LigNBn9 Patio 10 17 !Eams.MacNI,. 20A 1 1320 YA 3300 VA 16 4197PIc tllill Rd.,Suite2UO 2 35A RECEFTACLE-COFFEE MAKER 19 Radiant Heater(RH-tRRH-2) 20A 1 20 19 Recapmtle-FryerlDum GGION 20A 1 158 VA 3300 VA 20 21 22 21 POWER-FIRESUPPRESSION SYSTEM 20A -2400 VA 1811D VA 22 22.227,Li5i00% 23 24 23 Sew Cooler 20A _ yy 1�p� 2 20a Fmzen Yogurt Disposer 24 IP17iU.1i1?.?2 70 (f,770.622.2271 25 2s 25 Bea GM1Mer OOA 1 1632VA '08VA 1 20A Deer G..ler Evep. Ctll 26 2] 20 21 676 VA 1020 VA 1 20A Gab n G.Case 20 29 29 Walk-m o...r uw. 20 A 2 670 VA I 2400 VA I 1 20A Savior W.Ma 90 3t 32 31 Rage B-t, 20A 1 F1MI J08B 1 ODA KEI -1 32 33 31 33 KSF4-1 20A 1 IDW 35 36 3536 37 .065fi Vq 2 100A TP2 30 37 36 39 WMBWAITOR 20A 2 13%VA 23715 VA 2 200A 1 40 39 6D0 VA 40 41 1350 YA 21612VA 42 41 �V14 2 100A Chefs CO ., 42 TOW Loatl: 5]020 VA 56664 VA TOWLwd:L 23115 VA 21fi12 VA T..Amps: 4B2A 472A Tm.N,At:i I As - 180A Lord Classifiratlon C.nnetletl Lord Demand Ft- EzOmaled D-Rd Pawl Totals Lwd Cl a,zlflcaBon C.nne.bd L.ad Demand F-, EA4ha dDemarN Panty T-IA HVAC 36976 VA 100.00% 30976 VA HVAC 1632 VA 100.00% 1632 VA NOTES Us-G 2157 YA 00.Six 21fi9 VA oW Cl...Load:11—VA 239VA 05.13% 251 VA Total Conn Lwd:45327 VA 6320 YA 1t0.fi8% 6995 VA 'T-EM Dawn3 9x356 VA Motor 2120 VA 112.50% M-A Tma Oenwrtl:29913 VA (THIS DRAWING ONLY) our 1018 VA 160.00% TWltmn.CUrrerm 4TI A Power 4060 VA 35.ODx 1428V0. T.bl Lonn.Curtail'.1B9A Paear 8001 VA 35.00% 2100 VA TdbI EZL Demand CumnU]93A Reeeptad.(KBMen Equimast 11400 VA fi5.00% 7410VA TOW E,L Demand C.r 125A ❑ Rece title IG.-E Vi a 2089fi VA 65.00% 13543 VA Ilr AIC CAICUTAWERE TIONS PERFORMED BASED ON AM WATWIT RANSFORMER H I80%NPEDANCE I;1µ SNOUL nCTUN.TRANSFORMERNSTAlLEO HAVEALOWER PEPCEIITIIWESIAHCE,ORBELOCATED NRK: Nol.s: a� WOAvAwi� CLOSER TOTIOP',TP.E PANELBOAIID AICRAINGSBMPLLBE PDJUSTEDACCIXNINGLYSERIES 1.provide 100x sad main breaker.2.Provide laY.on deviu palmed RED for lotldng bmakerm Me'on'pwi0on. 1.PmMelorh-w device painted RED fabWng breaker in............ tiICRNsd, R,,TNGSMAYBEUSED IN BRAHCX CIRCUIT PPN'eLBDAlm35uTm WITH W51PErVA BREWtE1LS IN 2 TIOP)TO ACHIEVEMCR INGSSHOWNIMPPNELBOPRDSCHEDULES.PROVIDENECREq D Nn LABELING. A ❑2 E4r NGPDNEOOARDI5TOUE SED.Rc'RACEE%ISTING400A120NWML WMHAFULLY m (100%)RATED 400a 12024 W MCB.PRDWDEMMN BRENLER NC RATINGFOR PMIELNCSHOWN. SIA7E OP Q EMS7INGPANELBOARGISTOBEREUSEDANORFIOCATED. '%FTt. pCOg TOr 1=�� ❑4 PROVIDE NEW PANELBOPAD. saN01IAH1 b�O` 17 EASING TOREM4N. Digitally signed Branch Panel:TP2 William by William Gaddy L.cadon:DECK425 Vb:12240 sugle ALC.Ra ng:10,699 Supply F—MDP Phe ;1 N.R.To.:MLO CONDUCTOR SCHEDULE Gaddy Date:2023.0500'.22 M...'m sU_ mR,:s N...Rome:100A (THIS DRAWING ONLY) 76:43:09-04' Enawr..:Troe1 MCBR g:100A JAG CONDUITANDCONDUCTORs-ALUMINUM No - O FAFTWGFEEDER Atlantic Beach 23ET5'.3ZSD(LNB.INOG iN Z-1lIC(EA SETj-ALUMINUM 325 'I12GIN2-Y ALUMINUM CNT ChcultDumiptlon TX Pales A Poles Tdp Clmuh Deeuipli.n CKT -Cmatiry Club Receptade 20A 1 -VA 1680 VA - 1 20A RRwpbde-Soda Bag in Boa Raaf 2 ]BIM,t46G IN To-ALUMINUM 3 st.-M..m. 20A 1 852 VA _8_64_VA 1 20A .UC Re g11t1,t5I11 F-11 4 Atlantic Beach Counta Club s UGGIassR g'"t 2A 1 480 VA IBOVA 1 20A "UC GI...ReMgerabxs G Phase 1 7 Receptacle 2UA 1 -VA 1800VA 1 20A BMTep-Powar 9 Radiant Heaters1 20A 1VA 908 VA 1 20A LIGHTING-UPSTAIRS 10 Construction Documents a+zetl SHadn r 20A •l1D Yq IAb.V1F 1 20A Calling Fan 12 ROOF ' 1600 Selva Marina Drive ,s 16 Atlantic Beach,Florida 32233 17 18 1s 20 REVISION 21 22 2 1 1 24 N0, DATE DESCRIPTION 25 26 1 .t2-O2-2 SD PRICING �RM<232 27 2 02-10-23 DDPRICING 29 3U 3 0}30.23 90%CD Teal-d: 7187VA 8656 VA 0-23 PERMIT SET 6°TP ixG Told Amp,. 60A 72A ML Lead Cl...MCNan ] Connected Load Demand Ft- ESUmmed Demand Pan.TINals Li h6n97VA 101.26% 09 VA Mdgr 1500 VA 15.Uo% 1725 VA TN.Conn.Load 15843 VA ONer B VA 100.00% 9 VA T.tal E,L Demand:11746 VA Powe 1001 VA 35.00% 630 VA Total Gone GurmrH:FN A 9VD R..W.de(Nnd Equip.ti 9036 VA SsOo% 5873 VA T.lE,L Danand C.m :49A . ••• R Nolen: I FIRNOBa MECRHM ogC MECHANICAL EQUIPMENT CONNECTION SCHEDULE (n Uj a rv�Ft A ° J ImP �' EDUIPIAEMTAG DESCRIPI10N5=_RVEs VOLTAGE roWL£ pAINGR I = SI2E POLE9sF N0.05URE NOTES D PANEL EED- 21.1-C28MML0 PNIEL 9ME E Q 2 N 1 ,tN 6 G t 1N'C - W Oi O 24N120V 21A]W Corn n_NSInG UNIT Epi N1W TRIL HEP MOP-2.4 l2 n a G t C 2 6FORM. /1 t Iw OFCUa-1 pUCNESSSPUTsYBTEMjN'.F 1NITI RLp,E 2f 2 G 1R'C 0-MOTOR MTEO SMTLH U 11 I I 1ST 5 MOTE 43 G R C (n .7 s N01E 4) z G,a•G J Q--pI I EEVM421 EU-N$CWAILHFATEH 30 n12 2 w G m0 t lsD 12.5 150 20 MOPea z ,tp t2 G t r-J ------_---- ------J I F_ 1ELELTNL HIA ER z4q 1 a.0 ,.w :,25.11.6 r. 2. MDP-10.12 2 A 12 .14 12 G 12 c 30 2 Z --H TEP 240 5 i 2 2 . 2 /1Q f i DUCHESS SPLITsYS (..TSIOEUNI) 40 9.6 r120 1 MOP-SF 2 112 It 12 G 12•C 3D 211 1-1 EAISTING RECIRCULATION PUMP 120 44 G f3 Z IxoTE 31f !;11 06 0.0 GI(SF=-1 -.s 12 G-12 D IHEwa1FR o2 5 MDP-19 uFFwOxNTE0u0w0. I - HEATER 5 INDTE51 2 12 It 12 G 12•L I 3D I < /I 120 1s � G-_--_� I TP2A G in jrl aero firm CAaE1FAFPERIGIOUNDTO 15 (..ESI 2 A 12 IN 12 G 12•C LLLI Bunn S7EELIF AVAuaNEI j r INDTEM IL1L.I c' /{ AMHFATER til wOTE51 2'C ll r•=icacOPPFAITa7woc- f c 0.1Z (NOTE SI wR0�� 1�M J RFHE MOTE 512#12 it 12G in•G 5 rt____-____J/I 1 �EREM9C0I�N AN I FMTERIORF ° 1 NPTERHEATEa 120 1 NI.gN1.2 nDER 1.EOUIPMEN PRD,g BYMECKNILALL°NTRADTDRANDMa DBY ELTRILALLDNTRALTDR / .POWERED FROM OUTSIDE UNIT INP4-1). UBLEp sItnITR�i�;..FO. 3}HARED FROM li TN CIR -E4.0 __RUNG CONYLMJGNAYS 4.POWER FROM LIGMINGCIRCDIT WRHIN ROOM AND PROWOE IX4roFFGWTCHFOR FAX SCALE.ASM1aiwat m 2 RISER DIAGRAM ORAWNBY:AIS c -E4. Oe•-r-r PROJECT NO.:2022-352 TIG/1)9100 0CI7RAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 Lighting Fixture Schedule ALABA A,CA 91302 j 310.670.9144 will.s@sln,"ee..mm Type Mark Description I Manufacturer Catalog Number Lamp IWattaga Voltage Comments j LED su+o.recrsE nGe comas C 4'ENCLOSED 8 GASKETED LED LUMINAIRE WITH SHALLOW Acuity Brands TBD LED 40 W 120V ACRYLIC LINEAL RIBBED FROSTED LENS 4100K ._Lighting EM Architectural Emergency Light Acuity Brands TBD LED 12 W <vad a Lighting T- H Restroom Vani -3 Socket TBD LED 16 W 120V J 61N Recessed Downlight Acuity Bends TBD LED 35W 120V Lighting JE 6"Recessed Downlight with integral Emergency diner Acuity Brands TBD LED 35W 120V ` Lighting Consulting Engineers K2E GENERAL PURPOSE LED TROFFER 2'X2'WITH 3700 NOMINAL Acuity Brands TBD LED 43 W 120V 4197 PI—,I lill Rd..Suit,200 LUMENS#Al2 ACRYLIC LENS AND 3500K LEDS Lighting 11 Duluth,G9 10096 K4 GTL 2X4 7200 NOMINAL LUMENS Al2 LENS 3500K Acuity Brands TBD LED 49W 120V fp)770.622.2270 tQ 0.61.227[ Lighting K4E GTL 2X4 7200 NOMINAL LUMENS Al2 LENS 3500K with integral Acuity Brands TBD LED 41W I 120V Emergency driver Lighting SL LED Step Light Acuity Brands OLSS WH LED 54W 120V Lighting WS Wall Sconce TBD LED 12W 120V WS2 Wall Sconce TBD LED 120V X1 Exit Sign w/Chevrons as Required Acuity Brands TBD LED 120V Lighting X2 Exil Sign w/Chevrons as Required Acuity Brands TBD LED 120V Lighting `1;PyA 9.tOgti3ir. William Digitally signed 5 vice vyP �s by William Gaddy Gaddy Date:2023.05.22 16:43:42-04'00' syA.�OF w 02, '''�s2ONA1•QAG,`�� Arlanoc Beach Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,Flonda 32233 REVISION NO. DAIS DESCRIPTION 12-x2-22 SO PRICING 2 02-1623 DD PRICING 3]623 9a%CD OS2323 PERMIT SET V/ J_ Q H W ❑ ❑ Z Q W J W 2 - o U U) Z H [q iu 1-- U-1 4. 4-E4.1 SCALE: DRAWN BY.Auhsr PROJECT NO:2022352 nG/74/'J4 DCDhA1T CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26602 AGC'JRA ROAD,SUTE 106 CALABASAS.CA 01302 S 310.670.9144 info@shsµae.wm. u�cs.nwrec.s.lxcnrr� �Op FIRE SPRINKLER SYSTEM ENGINEERING CRITERIA ■�Q�iT��i:. Q ADESCRIPTION: %V jE,trrjSX- Hydraulic Analysis ,o ^"rwnnb�e.�::cszo THEE ATLANTIC ANTIC BEACH COUNTRY CLUB RENOVATION PROJECT PHASE 1 WILL CONSISTS OF RENOVATION TO CAFE PETE'S OR BUILDING 4, ALSO F1e isaz - KNOW AS PETE'S TURN. THE PROJECT WILL CONSISTS OF EXTENSION TO THE DECK AREA AND RECONFIGURATION OF THE FLOORPLANS. re z:zso ueonlM—fill—tl1'MO OCCUPANCY AND CONSTRUCTION TYPE: THE BUILDING CONSTRUCTION TYPE WILL NOT CHANGE AND IS TYPE V-B UNPROTECTED COMBUSTIBLE CONSTRUCTION. THERE WILL BE MIXED OCCUPANCIES INCLUDING GROUP A ASSEMBLY IN THE DINING AREAS AND GROUP B BUSINESS IN THE FITNESS AREAS. Hydraulic Analysis Worksheet GQVERNdff�G.STtTN0 5�, Prp NPrntt Atlantic teach Country Club Cafe Pate's SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH THE 2016 EDITION OF NFPA 13, THE 2016 EDITION OF NFPA 24, AS WELL AS THE Prosect AsHraca 1600 Seita Marina FLORIDA BUILDING CODE, 7TH EDITION AND THE FLORIDA FIRE PREVENTION CODE, 7TH EDITION. Huard C1855ift9ion and System Type: Light Hazard-Dry POINT of sERwcE: Nota-Ali code rakrances are based on the 2016 Edition of NFPA 13. THE POINT OF SERVICE WILL BE DOWNSTREAM OF THE BACKFLOW PREVENTER ON THE BUILDING SIDE. Flow Test Data AREA CLASSIFICATIONS: Static Pressure Residual Pressure Pitot Pressure Flow Rate THE DINING, BAR AREA, AND RESTROOMS SHALL BE CLASSIFIED AS LIGHT HAZARD. THE MECHANICAL, ELECTRICAL ROOMS, AND KITCHEN SHALL r } (p5ig) p5ig) (GPM) BE CLASSIFIED AS ORDINARY HAZARD GROUP 1. {& 42. NIA 1000 kE3lLre APPROACH: Date flow test performed: 10/10/2022 THE EXISTING SYSTEM IS A DRY-PIPE SYSTEM THROUGHOUT. THE EXISTING DRY-PIPE RISER IS TO REMAIN AS INSTALLED AND PIPING AND HEADS ARE TO BE RECONFIGURED TO THE MODIFIED FLOORPLAN. AREAS NOT PART OF THE RENOVATION SHALL REMAIN AS EXISTING AND Sprinkler Data EXISTING PIPING SHALL BE UTILIZED AS MUCH AS POSSIBLE. THE EXISTING ATTIC SYSTEM SHALL REMAIN AS INSTALLED. Mm.Operating Pressure Area per Head K-FOCtOr McXimum EleAotiDn - LIGHT HAZARD AREAS SHALL BE DESIGNED FOR 0.10 GPM/SQFT OVER THE MOST REMOTE 1,950 SOFT (30% AREA INCREASE FOR DRY SYSTEM), (psi) (SF) (R) PLUS 100 GPM OUTSIDE HOSE ALLOWANCE, USING QUICK RESPONSE HEADS RATED FOR ORDINARY TEMPERATURES AND SPACED AT A MAXIMUM 7 225.DD 1B.0 2201 COVERAGE AREA OF 225 SQFT PER HEAD AND 15' APART MAX. Remote Area Analysis ....... I Design Area Density Drage Factor Hose Requirement �.•`PN a:A,t Be•'•. ORDINARY HAZARD GROUP 1 AREAS SHALL BE DESIGNED FOR 0.15 GPM/SOFT OVER THE MOST REMOTE 1,950 SQFT 30% AREA INCREASE FOR u, �c Ek,,*'..`c'y DRY SYSTEM), PLUS 250 GPM OUTSIDE HOSE ALLOWANCE, USING QUICK RESPONSE HEADS RATED FOR ORDINARY TEMPERATURES AND SPACED AT (Square feet) (GPM/S� (GPM) a : A MAXIMUM COVERAGE AREA OF 130 SOFT PER HEAD AND 15' APART MAX. 1950 0.10 1.2 100 _ c No.*3178 - Notes:A design reduction has not been included for quick response heads. STATE of �? NEW FIRE SPRINKLER HEADS SHALL BE CONCEALED AND MATCH EXISTING HEADS. %;0•.•2onror:,,��`�W: Water Quantity Required •'•F''SroNALE":``°, WATER SUPPLY CHARACTERISTICS: System Demand Total Hose Stream Other Demand Total Flow rate n.a. THE WATER SUPPLY IS FROM A 10" CITY MAIN RUNNING ALONG ATLANTIC BEACH DRIVE. A 4" BRANCH LINE IS CONNECTED TO THE CITY MAIN (GPM) (GPM) (GPM) (GPM) AND ROUTED TO THE EXISTING 4•• BACKFLOW PREVENTER. A 4" FIREWATER BRANCHLINE IS ROUTED FROM THE BACKFLOW PREVENTER TO THE 234 100 D i 334 EXISTING RISER LOCATION ON THE WEST SIDE OF THE BUILDING. THE DURATION OF THE SUPPLY WILL BE ADEQUATE FOR THIS APPLICATION. - Water Pressure Required FLOW EST INFORMATION: End Head Pressure EleMation Loss Backflow Presenter Friction Loss Through Pi A FLOW TEST WAS CONDUCTED ON 10/10/2022 BY JOHN DOYLE OF CITY OF ATLANTIC BEACH. THE TEST HYDRANT WAS LOCATED AT THE (psi) (psi) (psi) (psi) ENTRANCE TO ATLANTIC BEACH COUNTRY CLUB. THE FLOW HYDRANT WAS LOCATED ALONG ATLANTIC BEACH DRIVE ADJACENT TO PETE•S TURN, 7,9 9.5 TLC T ALSO KNOWN AS BUILDING 4. Total Pressure Required(psi): 37.4 AtlanticBeach THE RESULTS OF THE TEST WERE AS FOLLOWS: Pressure Available at Required Flow C,uucry Club- STATIC PRESSURE: 46 PSI Pa=Ps-(Ps-Pr)"(Qa1Ql)t.e8= 45.5 1psi RESIDUAL PRESSURE: 42 PSI FLOW: 1,000 GPM Hydraulic Summary Atlantic Beach Count Club Pressure Available- Phase 1 NOTE: FLOW TEST AT THE TIME OF SUBMITTALS/PERMITTING SHALL BE LESS THAN ONE (1) YEAR QLD. Total Pressure Pressure Required Pressure Available-Pressure Construction Documents VALVING AND ALARM REQUIREMENTS: Total Flow Required Required Safety Factor(psi) Required Safe Factor(%) 1600 Selva Marina Drive EXISTING PRESSURE FLOW SWITCH AND LOW PRESSURE AIR SWITCH TO REMAIN AS INSTALLED. AN AUTOMATIC AIR VENT SHALL BE INSTALLED 334 37.4 B 18% Atlantic Beach Flodda 32233 AT THE HIGH POINT OF THE SYSTEM TO PURGE AS MUCH AIR FROM THE SPRINKLER SYSTEM. AUTOMATIC AIR VENTS SHALL BE ACCESSIBLE FOR Firewater Supply is Adequate MAINTENANCE. REVISION MiE R15K EVALUATION: 70 rm onTE �scamnory THERE IS A MINIMAL EXPECTED RISK OF MIC IN THE WATER SUPPLY FOR THIS LOCATION ACCORDING TO CITY OF ATLANTIC BEACH AND NO l 3 acizazz sox co 4 razz vrmertsrr CORRECTIVE MEASURES HAVE BEEN DESIGNED FOR THE SYSTEM. 60 BACKFLOW PREVENTION DETAILS: AN EXISTING 4" DOUBLE CHECK BACKFLOW PREVENTER IS LOCATED AT THE CONNECTION TO THE CITY WATER MAIN ON ATLANTIC BEACH DRIVE, TO REMAIN AS EXISTING. 50 COMPONENT SPECIFICATIONS, ALL PIPING, SPRINKLERS, AND OTHER COMPONENTS TO BE UL LISTED OR FM APPROVED MATERIALS. ALL ABOVEGROUND PIPING SHALL BE ASTM A795 OR ASTM A135. PIPING 1" AND LARGER SHALL BE SCHEDULE 40 OR SCHEDULE 10, ROLL-GROOVED OR WELDED. THREADED PIPING 2" `40 AND SMALLER IS ALSO PERMISSIBLE AND SHALL BE SCHEDULE 40. NO PIPING LESS THAN SCHEDULE 10 OR CPVC PIPING SHALL BE ALLOWED.. m Sprinkler Demand STRUCTURAL SUPPORT PROtj(51PN• a ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED USING UL LISTED FIRESTOPPING METHODS TO PRESERVE THE INTEGRITY OF THOSE 30 - - -- -- - - . BARRIERS. a ff FIRE PUMP: 1 A FIRE PUMP IS NOT REQUIRED. 20 - FIREWATER STORAGE TANK: I z A FIREWATER STORAGE TANK IS NOT REQUIRED. 10 — F2 OWNER'S CERTIFICATE: W AN OWNER'S CERTIFICATE IS NOT REQUIRED, AS THE BUILDING IS NOT A STORAGE OCCUPANCY. I W Q - Z OTHER: 1. CIVIL SITE UTILITY PLAN SHOWN FOR REFERENCE ONLY. 0 500 1000 1500 2000 2500 3000 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CALCULATIONS, AND PRODUCT SUBMITTALS TO VERTEX FOR REVIEW BEFORE ANY CONSTRUCTION Flow(gpm) Z ACTIVITIES BEGIN. HYDRAULIC CALCULATIONS SHALL INCLUDE A MINIMUM FIVE (5) PSI SAFETY FACTOR AT SYSTEM FLOW. SAFETY FACTOR SHALL W BE AT LEAST 10% OF THE STATIC PRESSURE. W Q LU F- W >_W U) Q af U U W Y Z_ tY d (n W W LL "4-FP- -01 DRAxNfir: JRa r I PROJECT ND_202&352 --- 052123 PERMIT SET S H E P P H I R D ASSOCIATES ARCHITECTS+ENGINEERS 26581.-AGCJRA ROAD.SUITE 126 CALABASAS.CA 91302 310.6717:N144 info@Oh p-cem TW / GENERAL NOTES 1. FIRE PROTECTION SITE PLAN FOR REFERENCE ONLY. EXIS'ING .covmc—Owc,as UNDERGROUND TO BE FIELD VERIFI[D. r / c IiS9�R„REr�RRnrr 250 • 01-fiR-�30R>i / / SITE PLAN LEGEND EXISTING UNDERGROUND PIPE • #� NEW UNDERGROUND PIPE f —W-1/rV_FDo- 13ACKFLOW PREVENTER FIRE DEPARTMENT CONNECTION {G FIRE HYDRANT EXISTING 10" CITY WATER �A _ I ®MAIN �m� SYSTEM RISER rag 4 t No.93118 '. -7 •• STATE OF rfid` :l ••SSIONALE�,• 1 EXISTING DRY—PIPE RISER '! qt, ' - EXISTING 4• MAIN BUILDING BACKFLOW TO REMAIN AS PREVENTER INSTALLED AREA OF WORK I CAFE PETERS PHASE i adancic_ •' Atlantic Beach Country Club p st Phase 1 Construction Documents 1600 Selva Mane Drriv �7. Atlantic Beach,Florida 32233 REVISION ti • } o oalfi —1. .. ,� 11 1 OSR}ZJ PERAIR SET � Iv e T 'o ;�} Y . r M1 A �` Z Q lzy-. J Y � res U) H LL UJ F- N w W ^. J ` W Y EXISTING 10" u' Z MAIN WATER Q MAI S N U � U) UJ ILL. • t �aatN FIRE SPRINKLER SITE PLAN 2 4-FP-02 n SCALE: 1/16"=1-10" S--- --------- ------------ ._.DRAWN BY: LIA PROJECTNO:2622352 05.23.23 PERMIT SEI S H E P P H I R D GENERAL NOTES ASSOCIATES 1. ATTIC SYSTEM TO REMAIN AS EXISTING. ARCHITECTS+ENGINEERS 2. EXISTING FIRE SPRINKLER PIPING TO BE REUSED AS MUCH AS 26560 AGOURA ROAD,SUITE 106 POSSIBLE, CALABASAS.CA 51,02 2 310.670!9144 info@sh.v c w p zoz ,.Mc�rzcrs.P9eexPa; ■ RT82P HAZARD LEGEND 0j.a.rLL 322 2 2 rc.nnoa,e � LIGHT HAZARD ORDINARY HAZARD GROUP I Y - DUMB wPJTER i — — TO REMAIN AS EXISTING rt r -+ No.93118 • *• STATE OF RESTROOM :•?Z FtORNR; Adantic Beach NORTH HAZARD CLASSIFICATION PLAN-LEVEL 2 08 Atlantic Beach County Club SCALE: 1/a^=1' D^ Phase 1 Construction Documents 1600 Selva Madna Drive Atlantic Beach.Florida 32233 REVISION Ro. _E oescRlpn 3 2156 vox co szlzv ERMrtsEr EXISTING DRY—PIPE RISER LOCATION F LRE R�s;.R � 4" Z Q J CL Z Q U) H W Q H- U W � -- 0- W W U) L Q Q J NORTH HAZARD CLASSIFICATION PLAN-LEVEL 1 4-"F P-03 0 4' 8 SCALE:u— — t DRAWNBY" JRA_"----.- SCALE: 1/4•'=1'4•• PROJECTNO.:2022-352 052323 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 136 CALABASAS.CA 91302 31^S7,SI 4 inf.&hep-e om Mp z°C cwrerrs.c.cscns T1911Tin1" Fl—; zE,po �•.,�� ,aa .ao 9E�-651tl1'1W FIRE ALARM DESIGN CRITERIA QV RALL DE5GRI.PTION: THE ATLANTIC BEACH COUNTRY CLUB RENOVATION PROJECT PHASE 1 WILL CONSISTS OF RENOVATION TO CAFE PETERS OR BUILDING 4, ALSO KNOW AS PETERS TURN. THE PROJECT WILL CONSISTS OF EXTENSION TO THE DECK AREA AND RECONFIGURATION OF THE FLOOOPLAN. OCCUPANCY AND CONSTRUCTION TYPE: THE BUILDING CONSTRUCTION TYPE WILL NOT CHANGE AND IS TYPE V—B UNPROTECTED COMBUSTIBLE CONSTRUCTION. THE BUILDING CONSISTS OF GROUP A ASSEMBLY OCCUPANCY. PROJECT SCOPE: AN EXISTING FIRE ALARM SYSTEM SHALL REMAIN AS INSTALLED IN AREAS NOT PART OF THE RENOVATION AND IS TO BE MODIFIED IN THE RENOVATION AREAS. EXISTING DEVICES IN AREA OF WORK TO BE RELOCATED TO NEW LOCATIONS SHOWN ON DRAWINGS, AND NEW DEVICES ARE TO BE ADDED AS SHOWN ON DRAWINGS. NEW DEVICES ARE TO BE TIED INTO THE EXISTING SYSTEM. NOTIFICATION WILL BE PROVIDED IN ALL NORMALLY OCCUPIED AREAS. INITIATION WILL BE ACCOMPLISHED USING MANUAL PULL STATIONS AT ALL EXITS AND STAIRWELLS, MONITORING SPRINKLER SYSTEM FLOW/TAMPER SWITCHES, DUCT SMOKE DETECTORS, AND SMOKE AND HEAT DETECTION IN LIMITED AREAS AS REQUIRED BY CODE. ""' B •`�N R:ALS' SYSTEM DESCRIPTION: �oP�P�c[x,sF RFCy� THE EXISTING FIRE ALARM SYSTEM 15 A NOTIFIER NFW-50 SYSTEM. SIGNALING LINE CIRCUITS SHALL BE CLASS B WIRING, NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS B WIRING, AND INITIATING DEVICE CIRCUITS SHALL BE CLASS B WIRING. No.}3118 GOVERNING NG ST,4VDDARDS: +' STATE OF +is 9•. W SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH THE 2017 EDITION OF NFPA 70, 2016 EDITION OF NFPA 72, AS WELL A5 THE ��'•FSS/ Ea`.•�• FLORIDA BUILDING CODE, 7TH EDITION AND THE FLORIDA FIRE PREVENTION CODE, 7TH EDITION. FIRE SPRINKLER THE BUILf)ING'S SPRINKLER SYSTEM IS A COMPLETE NFPA 13 SYSTEM WITH PROTECTION IN ALL AREAS. MANUAL FIRE DETECTION; DOUBLE ACTION MANUAL PULL STATIONS WILL BE INSTALLED AT ALL EXTERIOR EGRESS DOORS AND ENTRANCES INTO STAIRWELLS ON EACH FLOOR. H• SMOKE DETECTION WILL BE INSTALLED IN MECHANICAL ROOMS, ELECTRICAL ROOMS, AND ABOVE THE FIRE ALARM CONTROL PANEL AND Beach FIRE ALARM POWER SUPPLIES. AUTOMATIC HEAT DETECTION WILL BE PROVIDED BY THE FIRE SPRINKLER SYSTEM. Cilb- IUITIMQKE DET CTOU-. DUCT SMOKE DETECTORS SHALL BE PROVIDED IN THE SUPPLY DUCTS OF ALL AIR HANDLERS EXCEEDING 2,000 CUBIC FEET PER MINUTE Atlantic Beach Country Club (CFM) IN RATED CAPACITY, OR IN ANY AIR HANDLERS WITH A COMBINED PLENUM RETURN EXCEEDING 2,000 CFM IN ACCORDANCE WITH NFPA 90A AND THE INTERNATIONAL MECHANICAL CODE. DUCT SMOKE DETECTORS ARE TO BE INSTALLED IN THE RETURN DUCTS OF AIR Phase HANDLERS EXCEEDING 15,000 CFM WHEN SERVING TWO (2) OR MORE STORIES. DUCT SMOKE DETECTORS ARE TO BE INSTALLED IN Construction Documents ACCORDANCE WITH NFPA 90A — STANDARD FOR THE INSTALLATION OF AIR—CONDITION AND VENTILATING SYSTEMS, 2018 EDITION. 1600 SelVa Marina Drive At,antic Beach,Florida 32233 AUDIBLE NOTIFICATION: AUDIBLE NOTIFICATION WILL BE PROVIDED BY HORN STROBES UTILIZING TEMPORAL 3 TONE. AUDIBILITY WILL BE PROVIDED THROUGHOUT THE BUILDING IN ACCORDANCE WITH NFPA 72 SECTION 18.4.3.1. REVISION 0. MSCPP1IgV Y1SIJAL.NOTIFICATI9N a �xi:3 sox co STROBES ACTIVATED BY FIRE ALARM CONTROL PANEL WILL INSTALLED TO PROVIDE VISUAL NOTIFICATION IN NORMALLY OCCUPIED ROOMS < z3:s auwrtser WITH MULTIPLE OCCUPANTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: DINING AND BAR AREAS, RESTROOMS, KITCHEN. THE APPLIANCES WILL BE SPACED IN ACCORDANCE WITH NFPA 72 TABLE 18.5.5.4.1(.) AND (b). SURGES SION: TRANSIENT VOLTAGE SURGE SUPPRESSION IS TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SURGE SUPPRESSION IS TO BE PROVIDED ON THE 120 VAC SUPPLY. ZONED EVACUATIONS (HIGH—RISE ONLY): EVACUATION SIGNALS WILL BE BROADCAST THROUGHOUT THE BUILDING. ZONED EVACUATIONS IS NOT REQUIRED AS THE BUILDING DOES NOT MEET THE DEFINITION OF A HIGH—RISE. CEILING DESCRIPTION, THE CEILING IS SMOOTH ACOUSTICAL CEILING TILE OR GYPSUM BOARD INSTALLED AT 10 FEET ABOVE FINISHED FLOOR (AFF) OR LESS, UNLESS NOTED OTHERWISE. PATHWAY SURVIVAB1117Y: PATHWAY SURVIVABILITY IS NOT REQUIRED AS THE SYSTEM DOES NOT USE ZONED OR PARTIAL RELOCATION. MONITORING: MONITORING OF THE FIRE ALARM SYSTEM IS TO REMAIN AS EXISTING. FSTING: Q UPOACOOEPOTFE THIS PROJECT, THE INSTALLING CONTRACTOR SHALL PRE—TEST 100% OF THE FIRE ALARM SYSTEM. FINAL w ACCEPTANCE TESTING SHALL BE PROVIDED BY THE CONTRACTOR AND WITNESSED BY VERTEX AND THE LOCAL FIRE INSPECTOR. THE Lu ACCEPTANCE TESTING WILL INCLUDE FUNCTIONALITY TESTING OF ALL FIRE ALARM DEVICES. REOUIRF,(1 MAINTENANCE: THE FOLLOWING MAINTENANCE RELATED ITEMS ARE REQUIRED BY CODE: U 1. ANNUAL INSPECTION, TESTING, AND MAINTENANCE 15 REQUIRED FOR THE NEW FIRE ALARM SYSTEM AND MUST BE SCHEDULED BY THE OWNER TO BE PERFORMED ON AN ANNUAL BASIS BY A LICENSED FIRE ALARM CONTRACTOR, IN ACCORDANCE WITH NFPA 72. tf,J Z 2. TESTING SHALL BE COORDINATED BY THE CONTRACTOR TO MINIMIZE INTERRUPTION TO BUILDING OPERATIONS. () 3. RECORDS OF INSPECTION, TESTING, AND MAINTENANCE MUST BE MAINTAINED ON—SITE. Lli OTHER: d W CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CALCULATIONS, AND PRODUCT SUBMITTALS TO VERTEX FOR REVIEW BEFORE ANY W 0 CONSTRUCTION ACTIVITIES BEGIN. Q U Q J Q W tY LL 4-FA-01 ------------- 0 OAAWN BY: JRA c ...................... PROJECTNO.:2022352 6.2323 PERMIT SET S H E P P H I R D FIRE ALARM LEGEND ASSOCIATES ARCHITECTS+ENGINEERS EXISTING FIRE ALARM CONTROL PANEL 26560 AGOURA ROAD,SUITE 106 _ CALABASAS.CA 91302 029 SMOKE DETECTOR (PHOTOELECTRIC) 310.670141 m1�Oge .c 2�P DUCT SMOKE DETECTOR (PHOTOELECTRIC) Q MONITOR MODULE o Qza rzs..9cs Mrcrs,E cwcn+s I] MANUAL PULL STATION }��} ►�'i— d _ ® RELAY MODULE .THIN ■E.- ----- TAMPER SWITCH naxen�Rpemmi�PRoMUi+�75 sLOW/HIGH AIR PRESSURE SWITCH WATERFLOW PRESSURE SWITCH HORN STROBE (NUMBER INDICATES fMJ5CANDELA) ®15 STROBE (NUMBER INDICATES CANDELA) wv WEATEHRPROOF t TO REMAIN AS EXISTING oecK «s Joa ' 30 F i No.93118 ftksraaoH N� moon fl { STATE OF :�Q wP wP ••�Ss��iiiEN•�` B Atlantic NORTN ch FIRE ALARM PLAN-LEVEL 2 •• Atlant c Beach Country Club SCALE: 1/4"=1'-0^ Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,Florida 32233 REVISION onre oEscRiPrion �] �os3ax] wx co EXISTING DRY—PIPE RISER LOCATION u R T- O M A:M 2P � ll�f til Y'iRF{x�cic K. / l L FO_ 75 4_— z Q (n J L1J � W 75 75 d Q W J P P r e dC (Jl • lJ LL LLJ I��L`"1LTIp x4•'� neu ,.eur_a eNu x• ��•i]E to o,ev=. LL NDRTK FIRE ALARM PLAN-LEVEL 1 4-FA-02 m0 4' 8' SCALE ns.�� ---------------------- 1_1Y. - SCALE: 1/4'•=1�—O" - .:20............. PROJECrNO.:2U7Y-352 0523-23 PERMIT SEI S H E P P H I R D FIRE ALARM LEGEND ASSOCIATES ARCHITECTS+ENGINEERS _ EXISTING FIRE ALARM CONTROL PANEL 26560 AG0'JRA ROAD.SUITE 106 CALABASAS.CA 91302 Output Signals Q2 P SMOKE DETECTOR (PHOTOELECTRIC) 310.6704:44 into&her ae.coir Fire Alarm Panel Indication Notification C DUCT SMOKE DETECTOR (PHOTOELECTRIC) ur" vxa ❑M MONITOR MODULE °"Ss"ocrzs.�.cN>c�.en«urns xROr p�o © MANUAL PULL STATION ® RELAY MODULE TAMPER SWITCH NnNm iwz xapoe.m tri,:z6szo l9cxsnnHlN Ornc„,rL]1150 SA LOW/HIGH AIR PRESSURE SWITCH soo-ssz-aoo r WATERFLOW PRESSURE SWITCH HORN STROBE (NUMBER INDICATES o M75 CANDELA) N ®Is STROBE (NUMBER INDICATES CANDELA) r d WEATEHRPROOF Z m _/ TO REMAIN AS EXISTING Pr c $ o d m a d Ll O O C C: pN� p C ]0 p, p U �ACS Q G O 0Ll O 56 � Jo—R Albrecht o v •m m 4 m c OR Or o c c c R ° .� c 6 p``pP; o c c y c m m ° 'c d e•,,�c=xs'• c', No.95118 "az m m a Co O7 > C O r u STATE OF 'N R sp :�0�:•.•F(ORIOP;:�� > N E N N '> l6 .o N 07 d n � : w c m w 3 -- i0 f0 N i6 i0 f0 > V N N C J J > C C C C Input Signals a ¢ Q a a a 5 L Gwwaf nm D•taction Initiating Devices Atlantic lHarkrtal pLJI!slalian • • • • Samke delecldr • • I • • Atlantic Beach Country Club Pressure How switch • • • • Phase 1 Vahe tarr�l er svdlch • • • Construction Documents LoWN air pressure switch • • • 1600 Selva Marina Drive Duel snake deWCior • • • • Atlantic Beach,Florida32233 Trortltife Condithmn REVISION (3roUnd I • • •F" N0. OAiE DESCRIPTION NWfication appliance short circuit • • • mxi19 9oxrn Open cftuh • • • o zaza PERMrt ser Low Ha • • • AC powleF taliLzre with t flour de • • • 7e a line f8u11 • • • Remote power s trouble candilion • • • A N11cattan Funcf/o+ta Silence feature an Tire alarm pariel • EXISTING FIRE ALARMNEW FIRE ALARM SYSTEM DEVICES EXISTING FACP vuw an NING F ]O]OIwfO o IIJ 5—'.l,,.�5,,.�.v I J I- 1Z• I:-u6s I `� s as Ts Q ELI LU of Dr iu I� I xK I T—UkF F— Q L — a :2 LINE TYPE DESCRIPTION CLASS TYPE w A SLC— SIGNALING LINE CIRCUITS B 2.416 AWG FPLP © O IL Q B SPK— SPEAKER CIRCUITS 8 2 16 AWG FPLP 4. ® ® DEVCEsnFlcnnoN U Q C STIRNOTIFICATION APPLIANCE CIRCUITS 8 2 14 AWG FPLP `O1n9 (�•) Ps,onN9© I I� D —IDC INITIATING DEVICE CIRCUITS B 2 118 AWG FPL 7'60CK • Ra (90) 6'0_ 5'C 0'6—l6 E RS-485 2 16 AWG FPLR F 24V 24VDC 2#14 AWG FPLR G —STR/SPK— STROBE AND SPEAKER CIRCUITS B 2 114, Z 116 AWG FPLP w9«c�u,nra neer WIRE CHART TYPICAL DEVICE MOUNTING HEIGHTS FIRE ALARM RISER DIAGRAM NOT TO SCALE NOT TO SCALE 4-FA-03 s SCALE:16n—MD ..."............. DRAWN R. JRA F PROJECTNO.:2042-354 052323 PERMIT SET SHEPPHIRD 3 ASSOCIATES ARCHITECTS+ENGINEERS P.O.Box 6446 CALABASAS,CA 91302 d 310.670.9144 will.s@shp-., m ' I m,W. neon FOODSERVICE EQUIPMENT SCHEDULE ITEM NO OTY EQUIPMENT CATEGORY EOUPMENTREMARKS 1 1 WPLKIN BEER COOLER ".._ 2 1 WPLKIN COMPRESSOR,OUT000R AIR COOLED 3 1 .WALK IN BEER COOLER EVAPORATOR COIL .3 u 4 1 FRONT ACCESS GRAB N GO CASE GI.A55 000 5 1 SUPERAUTOMATICESPRESSOMACHINE F03.5 ; , 7 4 MACHINE BY VENDOR A -r Y 9 1 FROOZDEN YOGURT DISPENSER pL7 10 - SPARE NUMBER rD } 1t 1 FIRE 511PPRE6510N SYSTEM j I , 12 3 HES TALKS 13 1 WAREWASHER.HIGH TEMP W(BOOSTER 14 1 THREECOMPARTMENTEINK ' 15 1 NPND BINK SOAP aTD .WNER KITCHEN w1e s1 "-.- _"..a. `U , 16 ; WALL SHELF 3 I I I 17 :WATER FILTER -•.11 19 1 :E%HAUS 19 - :SPARE NUMBER ® WO 20 - RE NUMBER I ..II �[OICE I 2+ 1 :WORK TOP REFRIGERATOR 14, _ 22 1COMBI OVEN 51 53 52 4e 47 WINDOW 43 r'v 23 1 REFRIGERATED BASE - �� 41 � Z4 1 GRIDDLE,MODULAR N I 25 - SPARE NUMBER I r 281FRYER Imo_' DELI SERVICE -27 1 :DUMP STATION 28 1 :REACH IN DUAL TEMP REPRGIERATORrFREEZER .�- 29 - :SPARE NUMBER „ [. I• `� 30 1 BEER DISPENSING TOWER,BHEADS I 2 1 ]04 1 "BEER CHILLER 53.1 ] B 8 5 9 31 1 :BAR TOP BY GENERAL CONTRACTOR .`��C.` • �� 32 1 SERVICECOUNTER _ COFFEE SERVICE 4 I - 33 t PD55TATIOry BY OWNER 94 1 lICE CHEST I _ I 35 - -SPARE NUMBER •' 36 1 rSPEED RAIL 37 1 SODAGUNHOLOER % i S 301 BEVERAGEBLENOER '4OlABta SfLS`�51`` 39 - SPARE NUMBER 7ejNYlltllll`"` ` I • _� I 40 - SPARE NUMBER 41 1 "UNDERBAR BLENDER STATION 42 1 :HAND SINK 43 WORK TOP REFRIGERATOR It I 44 1 "TRIPLE FROZEN BEVERAGE DISPENSER BY BEVERAGE PURVEYER 11I ,-j 45 - -SPARE NUMBER • 46 1 SANDWICHPREP REFRIGERATOR y 0 --- 1' '- 48 1 •CHHE SCOUYTER 49 SPARE NUMBER (p T ------ _,-,.__ ; - -•' I -].` �� - F - - - - 52 sl I OUBLE FOOD DROP IN ELLL Admitic Beach 1 D POS 9.11 STATIONREPREFRIGERATOR BY OWNER _ 55100 - :SPARE NUMBERS Atlantic Beach Country Club CONFIRMOUTDOOR DDPRICING I1 RI IN LOCATION FOR WALK IN DY � I WOLERINRH AACHRECT ANDENGINEER 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION A 2 03130Y13 Pos190!:CO 1 2 BUILDING 4 SNACK BAR EQUIPMENT PLAN SCALE:114"=V-0" UTILITIES SCHEDULE COL DIRE D CT DIRE WAT HOT HOT DRAI CT HVAC HVAC ER Cald WATER WATE N DRAT EXHAUST HVAC HVAC MAKEUP HVAC HVAC ITEM �%CJPNAS�DIRE�PLU ELECTRICAL SIZE Water SIZE RAFF SIZE NAFF IndImOl PLUMBING DUCT SIZE EXHAUST EXHAUST AIRDICT MAKE-UP MAKE-IIP NO OTY" EQUIPMENT CATEGORY EQUIPMENT REMARKS AMPS NW HP S E CT G ELECTHICALAFF REMARKS (IN) AFF (IN) (IN) (IN) (IN) Wase Slza Gas Size Gas Input GAS SAFE REMARKS (IN) CFM SPWG SIZE(IN) CFM SPWG HVAC REMARKS 1 1 WALKIN BEER COOLER ?DOA t20 X FROM PROVE FOR LIGHT58 PLARM 2 1 WALK IN COMPRESS OR,OIRDOCR AIR—— .6.2A .208 -3 FROMABOVE 3 1 WALK IN BEER COOLER EVAPORATOR COIL �O.9A 120 1 FROM ABOVE 1.00 FRONT ACCESS GRAB N GO CASE(GLASS DOOR :8.5A 1R 120 1 X 0a 5 SUPER AUTOMATIC ESPRESSO MACHINE '30.0A 20B 0.25 0.83 Z ] COFFEE MACHINE BY VENDOR 21.5A 208 X 4B 120200V 0.50 48 Q 0 4 AIRPOTS Jn 9 1 FROZEN YOGURT DISPENSER 15.OA 0.6 208 X 46 LL 11 1 FIRE SUPPRESSION SYSTEM 20.OA 126 1 X FROM ABOVE LL 12 3 KEG RACKS r 19 1 WAREWASHER HIGH TEMP WIBOOSTER 32.5A 208 1 K 1s Op] 0.75 Z 14 1 THREE COMPARTMENTSINK o 15 1B 0.50 1B t% W 15 5 HAND SINK SOAPBTOWELSYOWN'ER 0.50 24 0.50 24 1.50 10 c 16 1 WALL SHELF C 17 1 WATER FILTER 0.50 60 a 10 1 EXHAUBTHOOD NAA t20 1 X FROM ABOVE FOR LIGHTS a FAN 11X14 1s. D55 12x10(2) 63SEAI 0d0 CDN ECT TO COLLAR _ 21 i WORKTOPREFRIGERATOR 2.4A 116 120 1 X 18 22 1 -ME'OVEN 6.OA 120 1 "% 36 0.]5 IN17 1.00 0.75 9500 36 ry 23 REFRIGERATED BASE 0.0A 114 120 1 % 18 0.50 V 24 GRIDDLE,MODULAR 0.75 90000 36 I 26 1 FRYER 0,75 110000 16 27 1 DUMP STATION 31A 120 x 18 w 28 1 REACH INDUALTEMP REFRGIERATOPo EEZER 3.7A 1110 520 % B4 _ U 30 1 BEER DISPENSINGTOWER.B HEADS 1 0.50 30A BEER CHILLER 13.6A 0.33 120 1 X 40 >/ 31 BARTOP BV GENERAi CONTRACTOR 20.OA 120 1 X 48 N 32 SERVICE COUNTER 20.0A 120 x :48 W 33 t POS STATION BY OWNER 20.OA 120 X 36 DATA 34 1 ICE CHEST 1.00 V 36 1 SPEED RAIL S 37 1 SODA GUN HOLDER 38 1 BEVERAGE BLENDER 13.0A 120 1 X 24 _ O 41 1 UNDERBARBLENDER STATION 0.50 29 0.50 24 1.00 O 42 1 HAND SINK 0.50 24 0.50 24 1.50 -18 LL 03 WORKTOPREFRIGERATOR 2A US 120 1 X 1B 44 1 TRIPLE FROZEN BEVERAGEDISPENSER BV BEVERAGE PURVEYER 8.5A 1110 120 1 % FR40 B 46 1 SANDWICHPREP REFRIGERATOR 2.9A 115 120 1 % FR4B 47 1 FOODWARMER K.A 120 X FR48 'g 41 1 CIE COUNTER 100.OA 120 1 X % E�idl)ATA LOAD CENTER 50 t COLD FGOD DROP-IN WELL 5.0A 114 120 1 X 511OTFOOD DROP-IN WELL S.OA 120 1X52 t DOUA053 5 SANDWICHPREPREFRIGERATOR 2.9A t(5 120 x FS1 .1 510 X SCALE DRAWN BY:Alft PROJECT NO,Prged Hurter a Aril7Q/'04 OCONAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS-ENGINEERS P.O.BOX 3446 CALABASAS,CA 91302 J 310.670.9144 YAll.s@rJiepee.Wm I I I pt, -- ------ I I ^� � -�� I ,[SEER FROM ITEM430A I 1 _. It F ti SODA CONDUIT UP TO# 104 SODA RACKV I I •'��•. _r-._. - -- _—___ 6°SODA CONDUIT _ U I } '(rr, ,SODA FROM ITEM#104 °�`.'�. NNDER SLAB)BY :GENERAL CONTRACTOR_ 6'BEER CONDUIT 'I �� ® (SODA GUNTO I: _ UPSTATISS SODA RACK) (UNDER SLAB)BY GENERAL CONTRACT OR jl �l,v 4_�____.—.._.._.._.._--___ •I --_ - ....- (BEERCODLERTOBEER I, i�---___.._.._..__._.._.._.._.._.._...y. -•' . TOWER THIS LEVEL) �- BEER CONDUIT UP TO 11 'I 119 SEER TOWER - I E J III 1 II I BEER TO ITEM4119 Beach H I'I CHASEWAY NOTES CHA AY NG"M , j I .�,F ' H Atlantic Beach Coun Club fl ---7EER EMg30 DD PRICING q EC 7REER ER _ _ �y��m � 1600 Selva Manna Drive _T _ ,r Bank Beach,FL 32233 I { Jr REVISION NO. DATE DESCRIPTION _ I IF FL'I�C4tR= ,$ ��1 "� ..w.,,a,o e , 3w23 Posy 90%CD`_ �m ' Z j SCHEMATIC BEVERAGE CONDUIT DETAILS SCHEMATIC BEER CONDUIT DETAIL Z BUILDING 4 SNACK BAR BUILDING CONDITION & O VENTILATION Q SCALE:1/4"=l'-0" J KITCHEN BUILDING CONDITIONS&VENTILATION NOTES Z NEW W Tws DR?Wi+cxas BFEn coaPnwaFD WIix TIN NicxlIECTArvowcNEExs.eamuerausluuvEnsv Le;.An[EraRaJGnNs:Am w SERVICERFOUNEIIEMS YNiH REL➢OPIENSIpISINOLONpIlON5.000RgNRTE w5FAf1AnON PEWWF1JENi5 DF FOW'BELRRAGE SFANCEEWIRAFM WITH F000.5ERNCE EOUPMEMLOIRRACTOR(F.ECJ.EOUPMENFDESIGIb9 BYMSCISDEFINED73'NDTNf0WSERNCECOAIRALT. 1.AlLWOPo(GIGIED WiHlS RAEd uEDNRE3E NOiE3AAE TOBEBY ON¢AS1HpNTNEF0005ER'.1fEEW61.EMLON1RACi0RIF,E.LJ VRESSNOIEO. p5 2 TIE WDZ SEE FE.GIXM"cN51MEDPLMI5.MJEN51WS,WHEN SHOWN,AAE FROM COLVIN CEMERSOF FEWED FLOORS.A fNL51ff-DWALLS. 3.WAlES,FL00R5,>NDCFNNGS INMTCHEN,PREPMSER`.1DE,AEIDWAAEWAS50RANYOMERLOCAiM1N5YHEPE FODDAHDIORBELERAGE9 PItFPREPAAED,NUSTBE SNOOTH, O E454YLLEPIWBIE.NW.RB50RBENi,PND DDWBLE.E.WALLSAND OERNGSAPETOMBEUGHIUGXI CWOPID. BWLDINGCOND.&VENTILATION NOTES CWSR PNMpNWLLSBEYENOCENAffASNDPsuLANESFORI.Iv9UsaemcaMRW Q y5.PRO'.'DE ROOH LOPDNG LP➢ALIIYAIAMWNUMM150POLYm5PER5WAAE FOOT ORPSREWIREDeYIWKCODE50R5fftWLEWPl1Em REOlWE1dEM5. Z ®WNLBACMNG,BYGC.VERIFYSNEALOCAAWYIIIHFE.C. O E.MwNUM VENTlAiN6NREWWENEMS: �B J'%3%6D'HIGX I6 CA S5 CgiNER GIMVDI9,BYGE.C_TVPIC� A%AJIEN.SERW2n3CARAE5WRDwJAElVA91wG AREAX-STO6CHDNGESEVFAVHIXW. 1, 0.Si0REA0O115-2TOSCHNIGESKA HWR V C ENERLLCMWI ORTOPRP.IOESTRVCNME5UPFMTM0WlcPOFILG GOFFICES�IpRLXANQSF£RHWRIM OONORIOMYG PECOAN1Eh0E0} ur MECHANICAL LEGEND 1NNGEWPNEIT SEEEWIPMEMSHMDR—GFORMWn6NGNFgU M D.REFWGERARW COHOENSNGLMIS>A COOLED-650 DR1ffRN.P.:Wp1ER C00LED EW CFMPER NP.SUWLY PNDEg4lU5T. E,0T 11 FA545REWWEDBYCOMORAS O0 �p 2DGA S55YAll FV.SHINGFNUA SECOVETOBOTTOMLNEOFHOOD OYFEC.(INCLUDEWRHTXEHOW®WALLLOGATNN) 1.5'EPfYTHATVENRUTIONREWMEFENT591q'MAEIN DOLPLI}NCEVINX LOCH COOE3. ® E*iAUST DUCT CONNECTION ®® ® ROO SWW' NSPAEE,pTSNE,WLW fl9.FRNWGHWNTICCWONFNECEMNWIESlGRHTB5YNMOIEECDNWIL1AHELNECRHPNICIX NR(FHp05WEUSWATlCN MAKE-UP AIR DUCT CONNECTION FMIA RODMNGWNBNCOTOPFRWCHFMl PL W XXECIIW SCHEWLENDX;ATEIffIGMIBO'.E Fw51ED FlOIXIIAF,F.) 0J AIR COOLING(HEAT REMOVAL) sPEcnunW 5 GEnauEcoxmpttaR,aR EDu1vALENi,sruLLFuawsHAmNSTAUTxEFauowwG: m y P.0;4gi1MFL00R SLAB FOR ROORIRWGX-SNIAA TOFLOWt fOAHEAVTGWGELIEFNSRDSN NLFOO—RACEAAFAWALLS. Q D TROMGmCRWNTHI53HEET 0 XLSHERFNFDRCNGORBAF.F.--) CNEREDFOR WAllcMTHRHNRGIENEWPNEM,L00WMWTESQE.NOUMGXEIGXiSUANSFWAIIWREOUNENENR VIIMFEC NWNT Plt 5NEL1E5 pT 51'Ae8166 AF.F..UNE55 OMER`AvSE rvO1ED.x OUNi HANG SMKB IPROVNED BY RUI.IBING C W HUCi0R4 AT M'3.Fi. C.SLOFE FlOM M FLOOR DRAG,PND FLOOR TR W GH5. ' ® FLOOR AREA SPEAC AL NOTES ©PROVDEFORNWtONBUSTWIF WALL CAHSRiUL1pN�Pll COOKINE WALS D PR01'DEDOMMALLOKNNG5N01011PAN5 HTOA55UREACCESSFORNLgTCHENEONHAEM.COORONATESQESWIIHFE.L. 9 E.PPO'.'elE WAl14N REmIGEMAOry OEPF�55pN5,SALOON ANDIPANSR�LFVFL WNFPEOEPlIESSIWSARE PEWFED.DEPiHp$NOTED.iAOFAINAIF REW WEMFMSN'ml FE.C. a ® NONtOMBUSTI3LE WALL(BY GENERAL CONTRACTOR) ❑X 6'BEER—A—MITIC—RYBVGO.FIXt BEE0.50DASVSiEld.CWOVR SHLLL F-E%CESS DEPRESAWSAAUJNDWAL4LNS.FLOORIROUGMS.WNX CRDUI,FNISYED FLOOR.ANDNATCHINGCWFD B:SE AREA WALGNS AND FLOOPIAWGMS H4'IEOf R>D—AFILBENOSGTERMINATE 6'ABD'.ERNFLOIXI.KEL.TOSEAL PR BEENGTRYPE YRE.L. �� .� n ® LOW WALL PARTITION iW50-COEPF1Efl BErhRAGE3Y3iEM w3TALLATI0XNC0.NPlEIEVNiRT G.RXOVDELIASONRTPABS,R-STiOWN,N'RHIHOWEI-5lIOGiH RIME-RNISN. WRXLWXLWES. H.PRO'.'IDEFRERAIEDrAONS EO4PERL CALOQOW AS REWIf✓EDGORE%HAVSTDVLTS.IEMSTACHS.PORIICN OF EXHAUST HDOD5AB0'.E Cf1LMGHEIGM.NEAT FRWVCGEOVPMEM, a LOW WALL PARTR ON O DEPRESSE�AREABELOW FNISHEO Fl00RFOR COOlER5ff1EE2ER5 iFA LPROIDW WVEDB MWD GORR0O 0NIEWGDR>1 FLOMFAATERWE5A5fEWIPEO Ai Ill SER11CPL SURFACES WHERE INEY MELT FLOORS N FOWSER—AfEFS A PRD`'IM SLEEVES OR g 0.lANUfACNWRS NSIPUCRM9-SEE wSUTAIEOFLOIXt WTAY- CU`11 ATWNLFl00R P—Ml AS REOUIiED FOR REFRIZRATION FPNG, SCALE:IN- DRAM BY:ANNR PROJECT NO.:PrgeN Nm iw C t1C lri4 f(14 DC QM1�IT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 9446 CALABASAS.CA 97302 - I d 3111.670.9744 m�II.sIC'T.sh�a�sam I I I raaurecrs•N.me_Ie I I ® 1 I - XI e WFC9. I I a 4'4�N�,MJ155s'f �EGIjRT'' 1 w M1nn11FYLT"YT` 1 —k i € --•---t. Adanuc ll `: each - II;- —1 ——— Atlantic Beach Co�tryClub U DD PRICING • I I 1660 Selva Marina Drive f tlanfic each,FL 32 33 1 I I REVISION NO, DATE DESCRIPTION d [OA I 23Pon 9oX CD .PINIfIPIw ) 1 I PLUMBING ROUGH-IN PLAN NOTES TIEBHIOH Rnan canur�DW rxlsoaawwGls NATEnwmIiNECNcxrzEcrA'm ENco.EEns. CONTRACTORS SHALLVFFLFY LOLATpN50FR000HN5Ma SERNCEREWBTEIAFMSWP,H FlNDDMENSKKJSAND LWNDWS.COOPDWATEMSiNL!TIONREOUIREIAEMi50F F00D/BEVfFAGE EWWENIWNHTHEFpODSEflV10E EOUPMENTCWRNCTOR IFF.L.}EDUPMENTOESIGNAIED6'f NOTE'NFS-.'IS DEFN®ASNOTNFOWSER'.'&ELONRUT. BUILDING 4 SNACK BAR PLUMBING ROUGH-IN PLAN 1. 130UGHNS N°WN�LRWSS°wNRE E DF°°°SNB�FM R��°E°D��TWLY.�EARHRELN�' ENGNEERNG PLWSFORADp11g1LLRUMBNGREOUNEIlENTS. SCALE:114"=1'-0" fiTHLS URSIHGPLONSNTENDEDTOSHOWPRELNNnaYRW LOA N5MDHEIGHTSW ECIIWSUES0.NDLO* REWNEMENTS.SEEFEC.DNENSMINEOR/NSFORFNMLWATIWS, 3.FNMCONNEC IWTOALLFOWSER':ICEEWARJEMSHAI BYTHERUIJENGCDNTR UMNCWDNGRFWNED XATERPL3,SULHAS,WTNOTWI TD,STOPS.V'&M,FLLTFRS,R SWEC VALVES.PPNG,NSNG.ETL.UNLESS ORIERVf.SEHOTEO.P C SXM1LLR4U 9X6RA546V1VUYE STOPS i0 Ml HIC WAIERCONHEC11W31NPLWflDWrtx Slew aF Fm Z ..ROUGNN NEGHTSNOTEO GNTNE RUMBNG SLNEDIAE INDIL4IE HEIGH[ABO'.EFNISHEDFIOOR(0.FF.) Q 5 PLUUE)NGCONIRALTDRBWLFUHNLSNPJONSTMLTHEFOdOWNG f1� A All WATER WASTE,WS,STEMA.PNO AR SEF.ULE FRONTlEPONTDFRbJGHiITOIHE FOWSExV,CFFIXBJIIE LL TOME MENTITE,J30.5.RO RJJX NS RMBR 4'(RERTOSF POUT OFWMLSATHEIGIRN7JICATED TOCENIEPoINE OG OUTLET.ROOR RDJGN-NSTO SNBIPx'1100 mn)AF.F ORGURB AL.ROOROPENNGSAJO'D0. z PLUMBING SYMBOL LEGENDPENSFATIONSEH-BEW ERTIGHT. B.PR=.3SIIREREWCWGtlRFEG"MGVMVESFORBNNOTLMJ7EDTO.WAREL4ASHERSBOOEIER I IEATNISAND9OTHEIM'IENOTED.INFOODSEI V EOAE0.5. C.All FLOORSNXS,CWPLETE WIIHTHREE OUMTER GRATES.UMESS DTIERMSENOTED.MDMMCJABLE r n O HOTICOLD WATER ROUGH4N SEDIMENT BULNETS SET FLUSHWIrH FLASHEDROOK,UNLESS OTHERWISE NOTED DR REWREIIBYCO V p.ALLN'ASDIH1H MBING"ANDNECTE%K PE.EG 07HS$W CIJNB•IUMgM1ElEROFLNESEIYLL BE O GAS RDUG14N ASNOTEO LATHE RLNBIN'u OOYECRW SCHECWE,REGPAOLESS OFCONNECipN WE,INDSHMLBE FRCHEp O Ogmwr'ARD.IAAWTAIN DRAMS ASNIuN ASPoSSIBLEABO'JEfNI5HE11 R00R%10':mE CIF/4A0UTSON/LLW'pSTE NES. y .DIRECT WASTE ROUGH4N E.A-I'T VJASTELN6SFCRWMHJN REFGG EXT5SDSS LEE PRCHEDAMNNUNOFEINETBRTE T B LL A'P iRAP FT ENOOVTRFLWR sNK PPMG W E1TNaDRSMM.L BE PNUllFLiO WAN(A'.PEXERUTE'nMxJN WULWRX WASTELNEAT,'PIJADm^I0.Ff. UB Q' STEAM SUPPLY F.HOi WATOfNDEGREESAAHHEHERS.BOOSTER IffAI-cRSPNDWATERW0.5H EN1WSTH000S,SNNLBEA xNNwJ Oi uoOELf�ESFAxRFrBErt. z O STEAM RETURN GALLFEWIRFOGPFASETRPPSSWVLBEOUISOETIR BUIDNGIF pTALLPO55NIE,OTNERWISE,RUSHWmI ROIXi. M H.NSTML FNEPROTECI COOTEMGASSXUNT lSUMIEIs}NRXNHEp EYRIE FIRE PTtb1ECDW SYSTEM W CACUUNaTIXt,WNFNGASLOOFW FHE%`EHH LSUSED. ®FLOOR SINK-HALF GRATE LVACb.MBN£M(ERSPNDBACK FLOW PREI'ENIIW pEYTCE3 GS REOUL�BY LOCM CODE. J.Nsu 0 WULSTEAN,HOTw RE DCONDENSATELNESINT FDODSCRNa MUS.NSU MNWU HAW D.SIJDOM CLEANARE COVER ALL SUCH UPES SHALL BE COLOR CODED N Accon°ANCE VIfTH ®FLOOR SINN-3 QUARTER GRATE H.CLEMROUTS FW ETEMA,LONDFNSSTE.MR AND DRMN U.S. !1� L NTERCONNECTWAREW'MXERSAN0800.5TERHEATERSASRR MPNUFALNREN'SINSiRUG11W5. [L Il HTERMNNECTHOM CONTROL PAMELISIWIIH EKK STHOW)Sj ASPEATHE MANUFAC BSBSNMDUON5. ®FLOOR SINK-FULL GRATE o.n.AIPAFLoaR DRAwsuLWATEDAxD SFECFPn avPwnmNG ENGNFEF ANO ASRFDUIRFo ercoDE HAHSNNS,MOPSNK4xO5EBIB5Wm11L1%➢IG VAL4ESANDB:cNFLOW PB_'VFNTIWI OE!1LESS[mICAIEp PHp PLUMBING GENERAL NOTES EWNEnarco F FIELD CONNECTIONS P.MBS LN TMDFN SDELI!' DTOTHEJOBSREN5ECR415. 'EC.TONTERi'NiECOL MID[WDBiSERONRDST5r51EMNWIFAEEffRREF.SYSrdAS. 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DATE DESCRIPTION %L NI 03 2 0313012)Port 90M CD SCHEMATIC BEVERAGE CONDUIT DETAILS SCHEMATIC BEER CONDUIT DETAIL -....:,�.., �...,.s,."."N�:..,.��.,.,_.�„�.,�,.A,.....�a.o w.c..”a.. ..,..•,.�m�.�.".�,a....-v a..�.a�r..m Z O BUILDING 4 DECK BAR BUILDING CONDITION & Q VENTILATION PLAN J SCALE:1!4"=1'-0" KITCHEN BUILDING CONDITIONS&VENTILATION NOTES Z DFROUG IHENFDL.4:TNN CIXJTPYEDONINS LMWNGHASBEFN COgIDWA1FDWNHTHE NILXIIELTPND FNGGVEERSCONRIAttORS SXPILYEPNYIOLADON HNSMNLu SERVILE IIEOUREA1ENr5 WNH FlaDWNENSIONSANO CONONIGBE COORDNATE NSTPMANIXJ IJEWLENENIS OF FOOOBEV MGESMUCEEWIFMENT WITH FOOOSER',RCE Lu EDUIPMENIC ACIOR(FEC4EOUGWEMOESYd MBYNWSDEFILEDM'NOTWFOW R1aULWNRACP. 1.ALL WC(a(NOPAlE0ga1HI5FLW ANO NIHESENOTESARE iOEEBYOFH]iSTLVITHE F00D3ERtiCEEWNAENTCONrRACTUtIF.E i..1 UNLESSHOIED. 06 2.THE ILONGCONON10N58VENR4TIM PVNISNT MDTDSNDWPREUMWARYROUC LCLTICNSPNDHEN,'HTS,COPIEMMSIZES,TNDLOADfEOUNRENiS.FURFINALLO:ATONS Z SEEFEC.DFIENSONEDPUNSDIUMBIg1S.WHENSNOYM,AREFROMCOLIRNfFA1ER50FF EDFIDORS.PMIFN DWAI.LS. 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O STEAM SUPPLY f.HOT 11'ATER SUPPLY TOWAREWASNER%EOOSTER HEATER$AND WATER WASH EYHNIST N0005,SHALL BEA NNFAWDG140 DEGREESFAN M.. Z OO STEAM RETURN Ga=tQ RFDGFEASEifS SHAll BE W15®E THE BIEDMGE AT PIL NTBSNAE,OTTER—JLUSHWBH FLOOR. H.MSTPILFNE PROIECnON SYSTEM GASSwToFFVAL,T(5)FURNISNEDBYTIERREPROIECrmsYSTEN CORBR4CIOR.N'H.-COOT W G E W EN Brt M USED. ®FLOOR SINK-HALF GRATE LVAtuNASPEAENSANDISP, ROWEEVExnW OEun'E5n5 RDWNFDBYLOLALcODE. J.NW LATON W ALLSIENJ.HOTWATER,:NDCMENi4TE LNES,NTIE FOOOSER,ALE MEAS.NSIAATAN— HAVEI4RG,sIJWTHDENUBLECOVER.Al CHLMESSHNLBECMORCWEDNACWRDANCEWRH D ®FLOOR SINK-3 OUARTER GRATE NMF.AJa r�sF�`ssTEAM COnofxsATE.ANA+m pRanGLNEs. 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DRAWN BY:ANha F3 PROJECT NO.:PLpefliDIber nr/70100 OCDRAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 8446 CALABASAS,CA 91302 a 310.670.9144 wll.s�shepae I I I NtlO" y I I I -,�ianuc Beach 1 A I IAtlantic Beach Country Club �l DD PRICING li I 1600 Selva Marina Drive t o v I Atlantic Beach,FL 32233 REVISION ND. NATE NESLRIPTION 1 I I ELECTRICAL ROUGH-IN PLAN NOTES i ENFOr3AATI0NCONFAF WTH5DRMG5L0°MNi1EDWRHrHEPflCHRECIP E"GEERS,COHIW,CTORS3"ALLYERIFY LWR110V6RWGFCODCE RAGEEflEWMEI.UK WIIHFIEF➢°EhR—EiN°COINRI°N5.CTORFECIEQUHWTIT FEOUIflEHEMSM FOWBEVEM'GESERv1:EEWB'I.IENTYIRHFOOOSERM-EEOWIfFNTLONRL1CTIXt IF.EC.IEWUMENI BUILDING 4 DECK BAR ELECTRICAL ROUGH-IN PLAN mow"E°W""B""mE"`B`NDFNm SmmN`W° awEL°"R ,.EIECRucusrsTpl lsDEScv+EDFOR tza2Bswus,BFR;,sE.�wwE,so luERrz,1NlEss oTMtwsF xvTEv. SCALEA/4"=1'-O" 2.:11 ROUWHNSMiJCONNEC110NS5HMMRELIIE TDFOWSERVICE EOUfR1EM ANOI WUfrE50MV.SEE ELECTRICAL SYMBOL LEGEND COHITIR41 FCR�"i TomoD I-- ECPaDRTo Z Q WALL MOUNTED DUPLEX RECEPTACLE e.THISELECTRILM1L FIAN I5INTENDEDTO ShowCURETTYPEs.LWArroxs.,wvcoxxEcnvrvPosmaxsAro Lows FCR— J 120 VOLT,GROUND TYPE RWGHMLOGTIONS.SEEFEC.OPAEHSIUEDRAMG DWFNSIONS,YMENSHOWN.AREFROMLOLUMNMNTER5.FHISHEDROORS. !T Aro FNLSXEOWPlls. LL WALL MOUNTED SIMPLEX RECEPTACLE --. FORFrsw XDFOMSM.nCEEWIRAENT:roFLxr S.s&LBEc01rPIErE1YF -vJNEosYNEEEC. Z 120 VOLD,GROUND TYPE <_TOANNL DMOXONWLLAOXMDUMEOMT EEOUw NT,NwKCC 11B1EPO5 .I—CONNELNOVSTOTXE FOW SERV CE iNRFES NAE W RMEM 1LWCTpN BOLES OR NLl BO%Es.M D RLL ELELRUGP!WORt FR011 PMEL B O%FS 51;,11 F ® WALL MOUMED SPECIAL PURPOSE OUTLET DE BYTHEEIECINi COHRACTCR 208 VOLT,GROUND TYPE U1 S FIWLLCWNEC80NST0 i11F00p5ERNCEE0UeT1EM NAFl%NRESSWI.BF BYTIERECIRICll C01RRACipi,NCLU0NSN1 ® WALL MOUNTED 3PE.IAL PURPOSE OUTLET LANMAMO NATERM1s. 480 VOLT,GROUND TYPE s.RWGHfLICOMrECHW xuertsxorEnN11+EE1EcrRl_AL cvnnELmmscxEUAE PREAJAovE FNISIEonooyAF.F.i1o1xE Q CEILING MOUNTED RECEPTACLE CENTER arxE vurFEt.Au oVRETS SNALLBE MOUNFEOHOR¢anRAUY. 120 VOLT,GROUND TYPE R FIECNYGiLCOHRULTOR—FLHDHSXANDN5,A111HEF°uvw'NG FLOOR MOUNTED RECEPTACLE A AllANCT ON B0?ES,ELECIRICl1 OlIRETS,cm/FRaAIEs,swRCMEs,Erc,nmeulT NrOTHF FWIRAENr;troFURUQs.u1 Ou—S,N CFION—S,COVERFLATES.ETC,NDB'Mi0g15,VDODIERHIGH IJOISTAEARFAS,OR AS INNCATED N 120 VOLT GROUND TYPE SCRVVLCS.SHALL BEVMORRAOCF. 1, A 51UNTiRNGRLLRBI+FN(ERR IX2 gSC0""ELTSFDRFIX MHCI SYnEM,5HUT-0FFVFOW RNCEEW6'MEM. V FLOOR MOUNTED RECEPTACLE ELECTRLw CNLLBsIOLATFDeENFATx—M HOCUSASREGUWFOBY HRP RRD—L aNs CODES. 208 VOLT,GROUND TYPE c.vlscWxEms ca mlEfloExrts as RFWREverLocucvvEsuwEss vnlFFttnsExoiED. L 8 ELECFRCALLO`mUCi0R5WLPfiOV�OE CRLURISICONpJRNU YBIING,—RLLaECTRCAICCIAA8N9VT5(RADZEDBY FEL.I u UO JUNCTION BOX HAO INIEfSYIHE BETWEEN,HEFOLLOWING: a AR OHREFRGERAipNEWRMENTM10 El'PYORATOP COLS. DROP CORD SPECIAL PURPOSEGUTLET &CCNIROLPAYEISTOwAMWA5N U5THDOD WEgUUm.'BLWRYFAVAwGNET UMUMR W,xUFACRNETtS LLI 208 VOLT,GROUND TYPE NSTaucr I J C.FOWSFRI'ILE EIHAUSTN000.STOF4E PROTECTION 5Y5rEMMOSfJf-OIFs. w D.OLWOSw5.s01EN00l�AHOMUGDCW MffCMS � DROP CORD,DUPLEX RECEPTACLE EFOWSEIMCE F"TAusrxvav uGlrtsArly swrtcxESlrswPlED.EciomowELAras. 120 VOLT,GROUND TYPE,DROPPED TO 6-F A.F.F. F.uL NrERconxELnarvsa F'rWSERN(EEWR1EnT M9FI%NPE5 DFINEFEOroIHEJWSI1ENSELTWs. ELECTRICAL GENERAL NOTES G.HTM$ EAUNERT. Pll OrES N1ANI5HE0m8EREC.AS PART OFI,EU1¢ATYDISRiBUTIW SYBIFH!sfTO NORw'Jw •EC.TONIER-W6E COl P1U LRIOENBER OEFRDST SYSRFINWi FI✓EEEERREF.Srs1ENs. DISCONNECT BOX REDS°FEF CORNT. Q N.ALL DTHEP FOWSERVCEEWRIENFNAFI%RFESIIEI.IS WRH LOI.IPONEMSSHIPPFO LOOSE BYBIENNIUFACTUfER ORFE.L. o 'EC.Ir11JOWrp10N'NE UGMS,SWRCIES,ANOPROVEENmI1L LUIPSNWw(JIA LOOLRSflEFgRS $ SWITCH s.wAlJCNCWLFRSFRFEZERs'. •EC,TOCCNrJEm FM MOlGX13 WRHH000 GW RClESMOPRONOE LVPS. A NGHTS.NLLWINGNIGHT LIGHTS.THERMq.2lERTEAIPERATINtE AUNTS,T—RDDORSWR—DOOR iRNIE HEATERS, 8 •EC.TONTERWNEDISPOSERAXDCWiROLPMFLFRWEC:FRNCEDgSCOHtEC,. -V� VAPOR-PROOF LIGHT FRMMRHEAIEDRELIFFPORiS.flElADM"R5w HES,FlIRNLSIEDOYFEC.-N5Tfll MDWREDBY,HEELEGiRGP1 C°NRLICTOR NLCOtW RSHNIPF RUH LNTHEEUERORTOPOFTHE WNMN. 'AL-Y 8 WALK-IN TEMPERATURE ALARM B.TOMISCFCRNNNCTS.SW IMD!IENNgMAlaxsxanOBFVFNRFvwxoRrocaory SSTAITLEIDVMB0Y9ATORCOILSwOPNwIACEm!'MOR-PROOF LINNCNFNCE 01RLcT5 MN ODNN IINEHEAT FIECRBCAl carmuaaL A�1 L.NIERWNNECTIONS OREIEC,F1CAl COrAPONENi3OFP1LWw(ANC001fAS'FAEEZEAS NA LOMPPE.4SORSBYRELIPoL4 ` _• . /� -Pc.TO RAaasxMoeurwL Suss BUL vxvEs'srrosmRr'F sff lroluTFOToulHmumcan p DATA AND TELEPHONE CONNECTION cDmRAcraL JL 4 CIXANELT W s ON NL FS E W PMIIJT SHOWN. •R GHN AEN 1' RT F MRi F FNto CDN'.EXENCE WRETSSHOIYN-FORFOWSER:KE Eo111PIJBiT PA8 FUS1PE5 OPE CH wpRONA1AREACOMtENEN.'£ RpJGHIN OETAES AN �J FIELD WIRING OIIILR55l4LBEMN151E0AN01N5iW1E0 B'TELECIWCPICOM1'RVALi0RA5LOGTE➢ON1Fff ELEMRM-LL ENGNHRN'ePW15 SCALE:'WE" DRAWN III R. c PROJECT NO:PrIryeUNURBer a 091701130 DCDRAIT QCT SHEPPHIRD ASSOCIATES O ARC tENGINEERS P.O.soxOX 8446 aNs CALABASAS,CA 91302 g 310.610.9144 v IS&heµ-.. 'U. 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DATE DESCRIPTION 3 PoSY 90'k CA 1101 VIRSI FLOOR& z ` D_D^^ 91, W 9 31 ?I 36 3i d1 39 d1 J A •1 CHEF'S COUNTER ELEVATION BAR SERVING AREA ELEVATION SCALE:1/2"=l'-O" 3 SCALER/2"=l'-0" € Z O Q LU 02 SECOND J UJ 3 I f1 9 - {� — 1111 I ` ❑ ` 02 SECOND _ SECOND FLOOR/1 SECOND FLOOR fe E) n3 sd Im ; 5l• 4IN110 , IV 6 BAR ELEVATION BAR ELEVATION a 5 SCALER/2"=l'-0" 6 SCALE:1/2"=l'-0" a -- FS3.1 SCALE:I -1"r DRAWN SY:A"'h PROJECT NO.:P*d Nb. nrloQlJ4 OCQNAIT OCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 8446 CALABASAS,CA 91302 d 310.670.9144 mll.s&he?ae.com r. : _ c.w�m _ GENERAL NOTES. L;HANGER BRACKET m„w ,..wws+..e Eeur Nm Et HOOD CANOPY LIGHT FIXTURE WIRING DETAIL ®RESISTANCE TEMP.DETECTOR(RTD)WIRING DETAIL .—. s.Nlwnens,fNcweea w..a„:swo vNmu E I JL ;xorEsrouurvRECTnvoroacourw,cTORsrlrErvoR ©C7® HOOD SCHEDULE EXHAUST „ _ Ncs aANs s N s s zNORsiaN Esslls 3 Eurartw+DDfswvaf xncHEx __ ® © ® ® I J� NO MODEL L _ W H :WEIGHT_I SPEC.CFM SP CFWFT MIN. MAX. 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I I SA OPTIONS FOR SUPPLYING(CLFNJ SOURCE)MAKS UPAIRTO THESMARTAIRE INTERNAL HOOD FANS STURED UNI—Ex CMV smoun:D.N0 ( ADD nDNAI—LEW4I.—v FAVOROF RACTOR-GYNRNEOf EMOR tss 4r *�`��. /,r x` •A'".le GlimausS.W sxWlnNAVE eEt:N �Jl NscC. -ION em t I i��✓ sr TEs DwxscTFniD aY aF J VNENOR.INC IN PRE I STALLATION C' - �I U \.. � C�r��i • -�� 'DaTAI PFPDNJGIMGFRSTANDSTRENORSHOW J IxsruunW avERAnavANO MNxrExervcEYaNuu Y IPRDRi01N3THlA1gN STARNFgt BVNiCNG. 4]]5 USPAIEMY9,3N 003 �.✓ 1� ]��p ' zz INSTALLATION v- m__ �aRuarouuADrERsas�w IusT aE 1610'O5,t ( _ ACL[RDNiCE VRTHALLPPNGBF PPJVALING ],Y]NNn,NI TOiK 6F NRA 1e60A m„a.xm'vamw+.,mr.zww^eo.>�a+Rmsawnuer.Tw,nam[wuA nwT,IEFwsnroawm.-.xcs imart]o w,cmx umnuwuarrwlwaurnmonE STAND3110 NRA88NWD¢FAMX4E8 Y� OPEMTNG PANGEOFTE FlLIERQ6Bro NBOfP,.9 PiONONCIX.&13lIElEMA1EPUx5 `.-r.{ 4 E6 33 3'TDUMIIEDcaM3usnaEnwIENULLS `,,r,'`•••••••I"'•, '''� jb HOOD CANOPY LIGHTING FIXTURE - "`�` '�`"`• - m"'@ - - tgavEnlwocaEuuxcEs _$ _E wa.a—m`�o...w. liJ3 _- m,a ,mwnmr- rw „m.x-naxnnExoromue�,_- -n swrxa - m� - emrmoa FAPAXCE SREWIRED AJNIVETHEH00D _ IRDUtm QfARAN[® - - B ��--�--�tI�� 1V�.=r- I _ fncraRrfORREnuceoauwtxeomloxs. 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DATE DESCRIPTION 1'fIANGE AT TOPANO _ - BO�DYIOFLOWRALLOWS ¢Tu ►E. ! 2 1l" lam Duct CONxECNOxs � � w O � _� � m]•,ill2'I:IT.-W'-G J L> M NTE BALANCEAIRE NOT INCLUDED d a e 6 r^ N FIN.CEILING FIN.CEILING r VIL LOT b r\ iArEm. m i �/ .3 13 I/ I 2DS OA OB,IAt9G i; 4 THE ED P1AliE3GNBEADJU31EDi01 +aro avD+Tofsx 1vnHEvE s.n.-' ARraFRtU • Cu.mxniFNMU V0 E T. n.m— uNmEO FL s _vRaEcr: RATLANTIC BEACH EXHAUST COLLAR APPROVAL ui -�--� COUNTRY CLUB ovnoxs ❑ IaaEmRP51uu6TnAc®,sTIE I A AREWIREs 1111 .No cnsr a anuJGxRLDBl6 cu,.w1 ATLANTIC VBEA HC MARINA 32233 E�wencWARTonooD INAE 51pNe 11EWIREDI ING APP�OVaum+s3--_ �.H ----- RE,�wEDvcr�EDe�REnN,eDrosmENox YOUNG CARUSO AFRGMN ODOY: SDOIB I,°�NE NfP¢uTlDv.wTMImG° DATE BN6Q0e3= J ouENsrxAu "r'"`' `DRAwxsr_ �� Q B �❑w,�G� mmaeW " N� Fi �WehaE�sYKuFEDr Ra�r:E �e„R a°.AIxTED usDs, W HOOD#SB-018 HOOD#SB-018 MEl- I ELEVATIONVEW SECTIONVIEW I F— o EAE YSIEVSNIS'.eENLTfEDD<ANY MECES I w]NG: f ouAxG i H-02 Nw�T B_RD — C� Dzi - --s --- COPYRIGHrf 202351REIVOR,INC. _C if FS4. 1 SCALE: DRAWN BY:Athm PROJECT NO.:Rqw Number DCDAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 8446 CALABASAS,CA 91302 310.670.9144 wills@shepe wm POWER SUPPLY:10-230/60/3 MO PD:15 AMP snomeer:•pmwiems MODELNO.ZSI-0IZ-CT3-AST OUTDOOR AIR COOLED REFRIGERATION SYSTEM '�.7T ENGINEERING SUMMARY CONNECTED LOAD:6.2 AMPS MINIMUM CIRCUIT AMPACITY:7.3 ITEM NO.2 FI3lTURES CONDENSING UNIT EVAPORATOR COILS I REFRIGERANT LINE TEMPT COMPRESSORACCESSORIES SRES QN) RATING 2 FAN MOTORS HEATERS N w BTU CAP f REq'D u' REC o a ,• 9 H j j N TOTAL �, FIXTURE MODEL 69 So HZ AMB'F ur Cpp. '2 MODEL 6D HZ @ 60 HZ LL C u O O F O ? j¢ C ru SYSTEM t DESCRIPTION vii BTU/H NO. RlA V PH 100 (lbs) S NO. COY RIA V PR FLA V PH O — LOAD E 1 BEER COOLER 35 25 6218 448A'ZB06K0.E D.8 6.2 208 3 6]10 Z 10.3 LIR 3 BEL0055 1 0.9 115 1 O.C. ECOSMART ul F F EF 7/8 5/8 3/8 100 M 6.2 wNtEss sTEFLxouvrvD Nalry NscOxxEcrinOn�fuSEDI s1ANI nEELUf Iff LWvFxS 35' 431/4" p 331/4'� i f wwa.•ArvNYS55ru.al y;�<yri ALL EVAPORATOR COILS WILL REQUIRE A HOUSE POWER SUPPLY �P,•. NOTE: NOTE' COMPRESSORTYPE DEFR05TTYPE USE TYPE EV APORATORACCESSORIES --w; • CRANKCASE HEATER a� ,,Q RIS THE INSTALLINGCONTRACTORSRESPONSIBILITY TO Z SCROLL O.L OFF CYCLE M MAIN-UPTOS00' EF EEV FACTORY EQUIPPEOON EVAP �mC • FAN CYCLING SWITCH COOS FOLLOWALLAPPLICARLECODESANOCURRENT REFRIGERATION ELECELECTRIC F FAUORYEQUIPPEDONEVAP ply. .y,p• • COATEDCONDENSER BACK WDGHT:250 LHS p INDUSTRYSTANDARDSANDPRACTCES WHENDETERMINING 'a <1AryrS yfs4s[aVs • ENAMEL COATED ROT6LOIX SERVICE VALVES "Q'�ED LINE SIZES,AND INSTALLING AND STARTING UP RDT EOUIPMENT. ae<aalnxlRlsaFs PLANVIEW/CLEARANCE REQUIREMENTS SUCTION LINE VERTICAL RISE DETAIL ,l EVAPORATOR DETAILS-MODEL BEL ZS SERIES ENGINEERING SPECIFICATIONS .el,keranm,wrf zee mall x a w `iwa`,da,ao.. inllron.,eoe'fuw a�po'mauz"ranmra _ a., <,r«aa, papa«x-Nrzlaa,-vrs;Fa.:iarzla3r�sm 1+4- RDINDE — Inverted TmP tool ev^r@�qM[+n I:^�s px,<mpw ani Mar�M1mr,�IA a wnppwae,ma,eaa,eelBame Tn<mllren«�xrMVI alNr ' Uquid Une ��astNl.m uN nxraeektlal °i.tlemerae,.�am.p«ar<e,uat�e,o.,x'��> 1 7, . taim�Pmaem.�a< mom, rma C- ach t,y Club d Comnua uR er 10'P,esspr _ ,r3 —ss3e— ee g ` "e eulmea ;. lrrlrl a stall'.everytransi[ion from /jjF��IIIFFF'�� nan teeq.lppm rnna mOdearmgtan mm«,susmnfiner.sign[36— hDUODWIDvertical a� am.r/Yer'e,rq"HII«INxa,He"necewN<,aarr«a�a.a.4ni� Atlantic Beach Count Club w+aaM1aaa` ,�°"�;�r" °:�.Rr'ro,a al°«.am`ae",n""" DD PRICING Insulate suttion lines with 3/4' I 1' I wall Armagex insulation. as � mnenem. 12• I r,{•--30, — A _ 15 Miloints brazed T- withminimum oy r'm —tr—IL-3• �ez+��•I vamdeamowraluh...retrenan,vvaalmi rornpN rvPe- _ jp 15%silver w—brazing rod. md,,,ma oreawFoupm. 1600 Selva Marina Drive w A6antic Rmch,FL 32233 I Dxxtrn I P"Trap Install"P"Ira.....tion line 136. c on I rel every lH'vertical riu. am.m�anrtlxa�mx,nw� A1v Nraue NmP«.nmm 1� aamR' 15' Not to exceed 45'vertkalty wer 10 a nmle.,mewNe,aM1em,«a«laa, REVISION p a N ra" m w M N n NLa w� ssp « w rm.mllE«maawa L a..."�, U�Ugaid one an. „a•, ..aa m� c wm Na. , -------------- mz nLx axU• Nm elntrptireawnppnwMeM dwmmn NO. GATE DESLRIfTION aC-BLONIRvxovfaovf ,wx Suttipn xAUne "P'Trap aH compressor is above the v,a.P�yN a xolF:N)Of CURBUorteaOFO N�rvpD GNaF5uAF 51iEws DUmoox uxn evaporator,lrtstallimerted[rap Irelr,e<mmu2*slun ee enenaeamouaaeollk M1aw manea,a 0313023 Pon 90'h Lp n top of the du to Prevent ail mxrtrma"rw..an wanaxeeuaurMravvwnea anaanrcrmrx wN,M Hi I_seeping down when Rx[urels)is turned oH. wllmmmuc Memzed,n«wueree. all pipirc artl mmmk awll h unM yr exam ansa wrtn err MwRen. for m Ipowe.IvualMwO w«cvxd,nrxnamserz mnanom w,me EVAPORATOR MOUNTING DETAIL(TYPICAL) I EVAPORATOR PLACEMENT&CLEARANCE REQUIREMENTS WIRING DIAGRAM-ECO-SMART-AKOAIAE LOW PROFILE EVAPORATOR COILS DEMAND DEFROST CONTROLLER tamNm«eMmKxm ar4i,a.mimaam�Naaamaraia„<wxn NnerMaeaa. paw.,m. rrm�Nxt (I.E.-BEL) FOR OWALK-IN COOLER WITH ONE COIL waMmPma,a Me w•,xN,l«rawm" e" °�"° a rmx wax �-�"-rvr •rao•x nnrropNNarc,'Ne�r<me<amnaee.ncR«tvw L. Np„ COIL "rax ror a<remNe. all ref,q,.a"rpm�rc.vM1er,daera,wlamH<,n"01 .xwrat m.aremmx-- nemaNn,r3wl..Nar[MmrwmarxR� I �i irvlx� r"w,«w nw..mr,w reM[�:;IaH�mr.wxRa meat w,mm.waB<I<a,.,a uNNNNpr,u reuvmrr.— 11/3•H III �mm leu a M1aR mawore omwrm. PoaP EaMuna Mould I tII dI I durseaaeuee aaray� tpwznwumuxt 1-1/3•N 111 I 111 �Fl-]/3•H a"�� T""` wlLln unm wr.M1 roam. Izem..n.sea ale � nttranw¢rowan Me tlnw;«oea,erinfrae I I J_ NpN��bBw�rrmw ieea plwmunmdwlw�npa maaml a"a aeM1m�era m�mlea r«mMewramea�„"am.�r"m[ , Q swmu.uwr« «rxrwu.rm ova N. m avmmr lm reMe•muon ,rxM.�pww,- mage sdwaplBt«Dpttdwl woman«RwNirempxv� Eleemalmaean«w.,,r�,.at ane.I�w nexarmMene•aaa. PRIMARY COIL kmmlwi ,na InNlRvonfialitrnamortla«e xrthalwwnq LLI 13)1 t G MIN.TOPROVIDE HOUSEFOWERTO emeMl«almtles.XalallpmeumwmMwudr MewlF.h«awnn Q la•x w THE COIL(HOT.NEUTRAL GROUND) ,xwxnprue mrurm, mraua wnu w (uxu�warv,• nBr m ,a aevR rrw Iwm. auyxx ,n•w LL T vxx FIELD WIRING NGHundrccmtrxt« 7 to -------- O _ rea..,pnM<a yr P<rlootwmp.mpeNiaame«ApxareRb,.,,<d ewa< 4i p�r:rcl",<armm n,rcnne ia'a®mamr wan I«al�,. ,•fQ/ Na. 0.evision/lssue Date Cecsuhant prgle¢No: a`f/ f APPROVAL STATUo.S W m 0 ORIGINAL ISSUE 3-24-13 27367 /1'1 3 UNDER—115 OF IRSHOniTn xs. Young Caruso sheet V m AGcu��x.uuRLraxowonAlL xo*E NOTICE _ -_-_.----__- _-_ ___.._ Denver,CO o"' REQUIRED, Designed Sr. MARIAPPROPB—BDAswx.AxDD BEIDW. D „R„� Atlantic Beach Club w RlA�EGION wQ -_ D.Rhubarth 3.3 rV NO CNnxEGESBEABNtamON wNxourwRIOEN AGNnOTBF USFDf — 1808 FM Rand 65/P.O.Bpx622 Dealer N U,HORRADDV. Atlantic Beach,FL =02G.".3.10" vrRovFo Wvahadia.Teras m Drawn av: pNLDRE sU&M X800)7389518 _ of sheets .NlwMnp.c«n D.Schubarth Nal E: 8 FS5.1 SCALE: DRAY44BY:ARM, PROJECTNO.:Plyed Naahel nG/OQ/7Q OCDAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS P.O.BOX 9446 CALABASAS,CA 91302 j 310,670.9144 will.s�shepae.lxxn *FOR APPROVAL ONLY` QEVERIDGE' BOX DESCRIPTION •-•• �`•°•xL`"' °"'w`"". "e""�'"I."°°'°°B'"�°•' CTHERMALRi- E- �Feemal lo.q).Se x T,-a9.-W x°x n t5BW 3iTH AVE N.501TE 100 w vawrcrLD.l:nt rtE[DABaTm aaan Ennle.,.,.,"rwald .-, InhiN. -xA a..Antwr."bm INmmIL SL sn-Try.as NN Lmn-xD N�, FNm.. sa.Txela mlNn-mGa.-e.,aW. DSL CE A<Mumn EDirC�x�eET�•M'°Ga.b I wAl1FB15 Mai DR EMfEED{1l PN:sCWPIhE �In'D' a eea zs0 •xl l -0m'b� SrAN0P OFMEEt YMDEPBIDENCE " ANo sEcuRnrAmfE¢Nax4m ra, I�.Doro� s_a 22DL m mA� EFERENCE SYMBOL LEGEND noo,.a.wx.on«rvwD,n le°,n x.e m�°N.,atl.W.ays•�mr�.m wln xa.m.I.wP=,v OIM1T'wT - - - •Mo9 om X AlIONGi. _ y I Csn<W.' LJ CAGN9IDFR ruLLMxa a.«,Feam Q DDORTw X KEYNOTES I.HIG '•.• x sE SIB wnGLues GA ,1'aWNG,1IAY RODR I ,�F�' .46 H,FdVA AAI I.PMP.]6'M21T1-CENFERm OFEMDIGiwn .11TH:DF CONNELTCNBM1OQ(I L 2.LGHIFLXNRE:EVERIDGE-AWy LED-ed.ttPIGLL NPYL4 V FWSHES: - X EEIAL S. aas. • wslm:sINISTEFLWHfIE"xca MmwcaaeLul..w DKx DOOR I OPENING SCHEDULE �- eLRGNR iHxXDwG .wAILSExi:AcanI.,RFuw,.�Fn.zscA _ -TTA a� r'"- •axG lm: suasEawHlre-zAGA MnwDroDUlawl- o•,,,wo, w I...as.. arIG FJIi. aamlJMeFLmossrDaca I I�n�a - unN�n.i •ROORIm:,LLUNVAMOW.IONDTRNDERIIE-.125 .."x ..N za rwemmi .mw �1010x f100R,EXi:IUXmuAGEueassm=a_Dx_ I "•"' �,T,Qaw r.r, .�.,^��"„ .e..a°. wHw wPu 7x.xxRm :oma $RE NOTATI N I , L,n �,Ia.�xwnat . o...o..� a..y..-,.,.,,u< • -DOES euaDl.l:L 140VEttEND CAOOf WSTAl1FDBEFOREOR AFIEA WAII(NINBTN1AlI0N IFSO At.JDf � �.�Al�a•�rcM""�wa'°iewiMA�e Q+. t a :m•� "x�tli TIETMG(NES_ xtuull.N.Ly, 6I x6 LT , /e�✓A<'D.e i".,i" � ,c„-.n�u,mvx,• •NLIXNTFORCIAWND W/1Nii F0RR MMIPIFM �Y� 444 w1 a�:..,rn: wr< ,•mr vv �cI ACE n� =�`'��.,.. ,..,°„�_$: H•�. ' s LOOR PANEL PLAN WA-RNIN`-' � '.;•L�n`"AY«'eh;�em"w.:.F",•, 5RTPE3GMFlNIBFFxOa W+ror•lu4w.. CONSTR S�0.1YPElDIW HIW.N W. •LORI&RSM9i.WALLS TOBE01£RECE� iC�� .. �� ` let CDNSINVCTONW;31L'RADxS AT ALL INSIDE yGy,, .. __._ SSiirNCPRIENS.APn46EALEDMPlC Y '4'>�y�•�xx��, - GASKET AT Mi.SEtt.PERNFTER DF PAXFIF. °jrA/InIIIn1S`AS'°°w OONI6CiED W;C OCKFASIENEILS. •ALL CEILING MD WALL PINELS ARENDi � DESIGNEnmclxm'ADDmonaL coNDasD+G Lxrt wDGxr uxLFss BPEgFlCOLLY NOTED OMERMSE MID I WALL PANEL PLAN sIGNATED.PI ELECTRICCAL NOTICE NSELECIPIGI fDMPONEHiS WITHINTIE •WPlI(-wS.IF.lGMSWRCHEG.PRESSIIFE FELEFYM15,IAMBHELTERS KWLBE FACTORY PREPARED.FDRHDQYNPBY DEGiRG1LDHiPACiOR NL LIGM FlXRREs SIhFLIED ARE S W PPF➢ LaasEFOR Ixs-wnnoxserFLEcmrnt Beach caxraAcroR •TenWRoe5H4LACFETTNDREBPDN&BETTY FIXi NIY BOCK W WGFS A4DCNTED n11X INsiALUnON 6 LIGXi FLGURES OA Fl Em WG a NEmaNs. Atlantic Beach Country Club CONCRETE SLAB I PAD NO IC �SIPB%PADMIIBf BEI.EVELmIM'xS'OVER DD PRICING O.CEIONGPMEIs IPHTIN MYDRECfION �______ -_ .SVa IPADMOsf BEFUT.SMD(aH AND InsGRNwmlw.ww,M•To*AiDEYHAna+ 1600 Selva Marina Drive DW:R IPL'smLIG'11EDDEwANY DnECtl.l Atlantic Beach,FL 32233 ---------------------- IxEA�r ED.WFnGETIwTI-1 BEEN WFOPoAED OF TIE ABOVE SLAB 1 PAD REaIARDxENlsaroFAalmEioccMRr REVISION —�-- WILL RESDIiniFFUS1ITMD INGTNl L x� —E NO,ND. DATE DESCRIPTION RFEBITNGFFONSIICH INSTIILATI01:. �� lL�-='11 x BO FLDIXi PAIff'c ' 1 REP DESCRIPTION DAT BY x LEVATION ApPmval Stt.Blxk -ing Reviewed By: Review Date: Flease Check Appropriate Fold Approved as Drawn: Revise and Resubmit Customer Service Rep. JENNIFER BLAIR Submittal D.W Shop Drafter KC -msuniED Rvw000uYDt uxoFx (IrslnniFu- A- Save D.Oate: 3.28.2023 -INSIMTED CE WNG WPLLPPNEl MELPl WFIR 911RFACE IDOOR PA4a T Y FACIIXtT WBTALIFD- PANG �LPI}WAl15I IAD1L6iABlE WPT SVr£EP_IHfFPoDfl EATEFKMi m m CAP Ism) d TO FLOOR J � `!,° 7W!NECPRFA9:YAPEAS CustomerlDealer / .l -� - _ i ri' THERMALRITE AUTHORIZED DEALER 0J ngF7'�- I 15500 37TH AVE N STE TDD INsuniEO FIAgiPAxa-. PLYMOUTH.MN 55446-3209 t.Ll rrI- RAD UE xSFCOVE `'h 6YA•SWFtWT- ICONCREfESLAB _� x'.11 ; I ISTMDAR➢1___._-_. ~.,T if &OCKS IHIENDR PNAP W! Site Information O r.:� / iFOLIA RAI BLDDUNG TO IKKYlSIDD GIRDS Z cnMaaKwnus-" sUP TGMDIENO 1\ 1�• ATLANTIC BEACH COUNTRY CLUB IwDDNArMRT.Yz sPAcwG - PHASE 182-ATLANTIC BEACHIFL I TO LLII&G - ARPMOPE1LMEfHi OF a0 b - 1 Y YOUNG CARUSO � f INSUTAtED WALL WNKAN.65PACwG1HR0 WDR 999"'--- PING DPFMNGWIDm Create Dwg Date:103.28.2023 `7 Prom#E054683-05 LOCKDbM!-NdtI FASCM.F:Ci;Rvns - DErAL STAN _PO PL'3T. IlL FLD91 $hBelk Q-0 1 - FDOAI RAII E H FS5.2 SCALE: DRAWN BY:Aum. PROJECT ND:P*d Number c !lr/oQ/']O DCDRAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS H ENGINEERS P.O.BOX 8446 CALABASAS,CA 91302 �310.670.9144 will.s(�shep-ae.mm *FOR APPROVAL ONLY* QEVERIDGE' .. '..."` ELECTRICAL INFORMATION 5 11—DESCRI—N Ory.VOLTAGE ANP51A) rvILEA) �") CTHERMAL RITEV EVERIDGE4'LEDLIGNT I4 SV) 1 120 0.]B 15s]O AVEN.SUREID] %ASON tsps LED FI%,UNE 1 120 D,Oe i P1ONE t�w1v.vorwx l�mlw-. NEVIPORT 114'%14'I HEATEDI 12D 0.59 *'. G GD COMPLIANCE WAI%ULq MEET DeMED ALLPPFSCRIP1vE s7mlus DSOF1HEENERGYWeERNDENCE Axe swims Att IE16Al a imr $HE NOTATION •tUNETILEANOGRWT WTALLED a—. pREq WNKINNSruuMW IFSOPXOWOE TUE TxlaaEss nTFtlV CGIXERAMI nffF2ERMt@AM msrAceuLumuxowaxaNfglAuuPIE N S: w CO�TRi11_af:o A1A s Cx Mu ANOT'NALS T06E IXIERECE CDNSIRUCTNM'WI]G RPgUSATAILIIISDE VEILIMM CDRNFAS,]OMB SELLF�NY PVC G,91IM A FM.PExINEIEi DFPN:ELS. 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SLABIPPD NUSt BEMT.4100M,AM1 •UNe0NNW1IHNAWAIA9IH'TOiALOEVtAlION owER ma N K mgECD]N. .MUM iEENEav ACD,OLwED(£1HATINAVE 6EFNHFOAA®OFTIE/BO+E SIABIPAp �W IF£IADl,s 0.ND FNLimE TD CDNRY WNL m:SULi w gEFUSAt tOINStNt ,WDIXtN0.1lm PNY WARRMTYAclanticBeach GWERAC£fORIESUEs l W 11isWNx4N REsl.LPNGFRW SUCH WS,NUIgN. x Atlantic Beach Country Club DD PRICING 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION N0. u_ DESCRIPTION DYI{GS 2 'OL]W23 Pos1901GO W � 1 AFi DESCRI'TION eDA BY Approval Status Block Dawing Reviewed By: Review Date: Please Check Appropriate Field Approved as Dawn: Revise and Resubmit: Codas.,Service Rep. JENNIFER BLAIR Subn"DRIP r Shop Grafter KC FaoMSNncx SEUANroaAxl. O O cusTWERNADE � f004R Save Dwg Data: 13,28.2023 aWsm� J_ i. caw[ciuNs = Customer/Dealer 4' WIwRAxoPWPAEI J_ R'oME�1 3 _g THERMALRITE AUTHORIZED DEALEREl Is QL :, PNELPETEIRATpNdlt i I I_`. m 15WO 37TH AVE N STE 100 r IxrtmlermlEgsr _ DDDq- PLYMOUTH,MN 554463204 Q LLI -- '-I ElavAnaxWEw J y c GREENI fi. �/ • Site Information I,i �-� ® uGHtaLSE ATLANTIC BEACH COUNTRY CLUB _ l PHASE 1&2-ATLANTIC BEACH,FL I >'r sEAuxr oaANr I I YOUNG CARUSO Q cdNWirfan,mv "aosFa reusEw4lr f�leimaN HYDRffP51 T Create Dwg Dale: 03.28.2023 CIXiWRND FAt� i_'l7�___ - i PrD,ea#E054683-05 " "Isca+oW xa esn �FINNRE rosxncH wc- + DLNLRL UP.WELCENEIPA,KKAW:SFNAL, �MMRiI%NRE _--------PVNVIEW' 11%le'IIFA,EDNIEWPOgiCONNE-CRO i5 $heel# QE-01 B FS5.3 SCALE DRAM BY:ADha PROJECT NO,R40 Nester a n 9Z1JQi0Q DCONAIT CCT SHEPPHIRD ASSOCIATES CONTRACTOR SHALL ASSURE ALL FINISH MATERIALS,D111 GENERAL FINISH NOTES FLOORING MISCELLANEOUS FINISHES WOODWORK GENERAL NOTES STONE&QUARTZ GENERAL NOTES ARCHITECTS+ENGINEERS AND INSTALLATION MATERIALS/METHODS COMPLY WITH 26560 AGOURA ROAD,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 I. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL 1. 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 1 HARRIS INTERIORS AT 2 310.670.9144 Bda@ehep-ae.caa 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. - INCLUDED HEREIN.SHOULD THERE BE ANY DISCREPANCIES. SHALL BE SMOOTH,EVEN AND FREE OF DEFECTS.REPAIR ANY SPAN,DIRTEX,OR SIMILAR STRONG CLEANER.RINSE WELL DRAWINGS SHOULD INDICATE ALL DIMENSIONS,FINISHES, GENERAL FINISH 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 2 SHOP DRAWINGS FOR ALL TEMPLATES WHERE STONE/QUARTZ VARNISH TO PREPARE SURFACE.REMOVE ALL DUST.PATCH FOR APPROVAL FOR ALL HARDWARE TO BE SUPPLIED.SHOW 'ro'•'ec DESIGNER IS TO BE NOTIFIED IMMEDIATELY AND CONSULTED INSTALLATION OF THE NEW FLOOR FINISH OR BRING TO THE ANY DAMAGED AREAS WITH WOOD PUTTY.PAINT PER FINISH CONSTRUCTION GRADE.INTENDED FINISH,DESIGN AND 15 SPECIFIED TO BE SUBMITTED TO HINT I HARRIS INTERIORS ,s,,O01'^:°s „n.N`scn•c.corTrns 1. DO NOT SCALE DRAWINGS. BEFORE PROCEEDING.NO SUBSTITUTIONS OF MATERIALS WILL ATTENTION OF THE INTERIOR DESIGNER. SPECIFICATIONS. CONSTRUCTION DETAILS. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.SHOP - -"j BE ACCEPTED WITHOUT THE INTERIOR DESIGNER'S/CLUB'S DRAWINGS SHOULD INDICATE ALL DIMENSIONS,FINISH AND 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 AW]PREMIUM GRADE STANDARDS, RE-USE OF ITEMS AS SHOWN ON DRAWINGS. 3. ALL MATERIAL PRICING SHOWN IS FOR MATERIAL COST ONLY ACTUAL SAMPLE OF ALL FLOORING SPECIFIED TO THE SMOOTH SURFACE SUBSTRATE FOR NEW PAINT. LATEST EDITION. 3. SUBMITTALS TO BE PROVIDED TO HINT I HARRIS INTERIORS AS SUPPLIED BY THE MANUFACTURER'S REPRESENTATIVES AND INTERIOR DESIGNER FOR APPROVAL PRIOR TO INSTALLATION. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PROPERTY INLUDING,BUT NOT LIMITED TO,WALLS, HINT 3. THE CONTRACTOR SHALL PROTECT THE EXISTING TO REMAIN DOES NOT INCLUDE SUCH ITEMS AS THE CONTRACTOR'S 3. NEW DOOR HARDWARE IN AFFECTED AREAS IS TO MATCH 3. GROMMET INSERTS AT COUNTERTOPS TO BE FIELD INSTALLED HARRISni„r.1,N T Ei.R I O R S CDOOR HARDWARE ADJACENT OF ADJACENT DOORS.FINISH AND COORDINATED WITH CLUB, i.. WINDOWS,FLOORS,CEILINGS,PLUMBING FIXTURES,DOORS, MARK-UP,FREIGHT,INSTALLATION.CARPET PAD.TA%, 3. ALL CARPETING IS TO BE INSTALLED OVER COMMERCIAL AND LEVER STYLE TO BE CONSISTENT WITHIN ROOM.CONSULT 4. NATURAL STONE TO RECEIVE COLOR PENETRATING SEALER 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 CERAMICTILE 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. 404.492.5997 4. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRIERS VERIFY ALL EXISTING CONDITIONS AND CONSTRUCTION, 4. BUTT VINYL PLANK TIGHTLY TO ADJACENT VERTICAL SURFACES, AND PER TCNA SPECIFICATIONS,LATEST EDITION.PROVIDE CAULK AND SHOULD BE MINIMALLY VISIBLE. 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 IS ADJACENT TO PRESIDENT:KELLEY HARRIS NEW/RENOVATED WORK AND PROTECT ADJACENT CLUB PRIOR TO COMMENCING WITH ESTIMATE/WORK. OBSTRUCTIONS.EXTEND FLOORING INTO TOE SPACES.DOOR PROVIDE CEMENTITOUS BACKERBOARD AT ALL CERAMIC SIDE WALLS,UNLESS OTHERWISE NOTED.REFERENCE 6. ALL JOINTS WHERE COUNTERS DIE INTO WALLS,BACKSPLASH PROPERTY WHILE DEMOLITION AND FINISH INSTALLATION IS IN REVEALS,CLOSETS AND SIMILAR OPENINGS. CEILING AND WALL TILE INSTALLATIONS.BACKERBOARD ELEVATIONS AND DETAILS FOR FORMED S1DE SPLASH OR OTHER CABINETRY TO RECEIVE COLOR MATCH CAULK SO PROGRESS. SEAMS TO BE PROPERLY TAPED AND FINISHED BY DRYWALL LOCATIONS. 5. HOURS OF OPERATION AND METHOD OF MATERIAL DELIVERY. SUBCONTRACTOR IN PREPARATION FOR CERAMIC TILE THAT NO GAPS ARE VISIBLE. 5. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE STORAGE AND DISPOSAL ARE TO BE COORDINATED WITH THE 5. INSTALL VINYL PLANK SO THAT GRAINING RUNS IN THE SAME INSTALLATION. 6. ALL QUESTIONS CONCERNING THE MILLWORK DESIGN INTENT BUILDING DAILY.ALL ITEMS BEING RE-USED BY THE CLUB CLUB PRIOR TO COMMENCING WITH WORK. DIRECTION.MATCH PLANKS FOR COLOR AND PATTERN BY SHOULD BE DIRECTED TO HINT I HARRIS INTERIORS AT [FURNITURE.DECORATIVE LIGHTING,EQUIPMENT,ETC.)ARE USING TILES FROM CARTONS IN THE SAME SEQUENCE AS 5. REFERENCE ID DRAWINGS FOR THRESHOLD CONDITIONS AT 404.492.5997. TO BE CAREFULLY REMOVED AND STORED AS DIRECTED BY 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT SAMPLES MANUFACTURED AND PACKAGED. DISSIMILAR MATERIALS.ALL FLOORING TRANSITIONS SHALL THE CLUB. AS OUTLINED IN THE SPECIFICATIONS FOR APPROVAL PRIOR MEET ADA REQUIREMENTS. 7. ALL MILLWORK TO BE SHOP PAINTED OR STAINED WHERE 6. EXISTING CLUB STANDARD DOORS,FRAMES.DOOR TO PROCUREMENT.ANY WORK DONE WITHOUT SAMPLE 6. FLOORING SUBCONTRACTOR TO SUBMIT LAYOUTS OF CARPET, POSSIBLE. HARDWARE.LIGHT FIXTURE5,ETC..REMOVED DURING SUBMITTAL AND APPROVAL OF SAMPLE WHERE REQUESTED,IS AND ALL OTHER FLOOR FINISHES AS INDICATED IN THESE b. REPLACE ALL EXISTING FLOOR DRAIN COVERS WITH NEW 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 NOT TO BE SUBSTITUTED. STORED IN AN AREA DESIGNATED BY THE CLUB OR 7 ALL EXISTING GYP.BOARD PARTITIONS AND CEILINGS SIZES AND LOCATIONSPROTECTED THROUGHOUT CONSTRUCTION AND DISCARDED AT CLUB'S DIRECTION. . INSTALLATION OF NEW TILE FINISHES,AND TO HAVE LIKE-NEW SCHEDULED TO REMAIN ARE TO BE CHECKED FOR HOLES, APPEARANCE AT SUBSTANTIAL COMPLETION. 9. ALL ELECTRICAL LIGHTING OR ELECTRICAL DEVICES THAT 7. ALL ITEMS LISTED AS"EXISTING TO REMAIN"ARE TO BE CRACKS,DAMAGE,ETC.AND PATCHED ACCORDINGLY AND 7. AT ALL NON-CARPET FLOORING LOCATIONS,PROVIDE CAULK OCCUR IN MILLWORKTO HAVE COMPONENTS CONTAINED THOROUGHLY CLEANED AND CHECKED FOR PROPER PREPARED FOR NEW FINISHES. TO MATCH FLOORING COLOR TO TRANSITION JOINTS FROMWITHIN MILLWORK AND CONCEALED FROM MEMBER VIEWS. 7. ALL NEW EXIT SIGNAGE TO BE LITHONIA OR EQUAL,PRECISE, C OF FZD WORKING CONDITION AND REPAIRED/REPLACED AS IS DOOR JAMBS TO ADJACENT FLOORING. LED,EDGE-UT,CLEAR ACRYLIC WITH GREEN LETTERING. t 10. D FIELD CONDITIONS VARY FROM INTERIOR MILLWORK tP NE NECESSARY FOR"LIKENEW"CONDITION. e. ALL SURFACES TO RECEIVE A FINISH APPLICATION SHALL BE COMPLETELY SMOOTH,CLEAN AND FREE OF DEFECTS. 8. PRIOR TO INSTALLATION OF NEW FLOORING MATERIALS, S. ALL NEW OWNER SUPPLIED DECORATIVE LIGHT FIXTURES DRAWINGS.NOTIFY HINT 1 HARRIS INTERIORS PRIOR TO y B. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING FABRICATION OR INSTALLATION. ID6962 SURFACES NOT MEETING THE FINISH MANUFACTURER'S CONTRACTOR SHALL SECURE THE SERVICES OF AN [CHANDELIERS,SCONCES,ETC.)TO BE WIRED TO DIMMING TO REMAIN WALLS,DOORS.SOFFITS,ETC.DAMAGE MUST 8E n 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 s •.+�'�" TO THE ATTENTION OF THE GENERAL CONTRACTOR/INTERIOR HUMIDITY TESTS ON THE EXISTING SLAB PER ASTM TESTING FINISH,TYP.UNLESS NOTED OTHERWISE. 9. WHERE A DEMOLISHED PARTITION ABUTS AN EXISTING TO DESIGNER TO HAVE SURFACES CORRECTED PRIOR TO REQUIREMENTS[(31 TESTS PER FIRST 1000 5F,(I I TEST PER EACH 9. ALL NEW MECHANICAL DEVICES[SWITCHES.OUTLETS.COVER TNTERIO REMAIN PARTITION,THE EXISTING TO REMAIN PARTITION IS TO BEGINNING FINISH APPLICATION. ADDITIONAL WOO SF).RESULTS ARE TO BE REVIEWED AND PLATES,ETC.)OCCURRING IN LIGHT VALUE PAINTED WALLS TO 12. ALL CABINET DOORS TO RECEIVE FULLY CONCEALED, BE PATCHED AND REPAIRED TO A LIKE NEW CONDITION. APPROVED BY THE INTERIOR DESIGNER PRIOR TO BE SMOOTH WHITE.ALL EXISTING MECHANICAL DEVICES SOFT-CLOSING HINGES UNLESS NOTED OTHERWISE. PRIOR TO NEW FINISH APPLICATION. V. THESE DRAWINGS INDICATE MATERIALS AND METHODS OF INSTALLATION OF THE NEW FLOORING.THE COST FOR TESTING [SWITCHES,OUTLETS,COVER PLATES.ETC.)TO BE REPLACED INTERIOR CONSTRUCTION TO SET STANDARDS OF QUALITY SHALL BE IN THE CONTRACTOR'S BID COST, 50 THAT ALL EXPOSED PARTS ARE SMOOTH WHITE.ANY 13. ALL CABINET DRAWERS TO RECEIVE FULL EXTENSION,HEAVY �wa 10. ALL DAMAGE ON EXISTING TO REMAIN PARTITIONS SHALL BE COVER PLATES THAT OCCUR ON DARK PAINTED WALLS OR DUTY.SIDE MOUNT,SOFT-CLOSING DRAWER GLIDES UNLESS Suzann Digitally signed AND/OR PERFORMANCE.OTHER MATERIALS AND/OR STAINED SURFACES TO BE SMOOTH BROWN. b Suzanne REPAIRED TO PROVIDE ALIKE-NEW FINISH SURFACE NOTED OTHERWISE. APPEARANCE. METHODS WILL BE CONSIDERED BY THE INTERIOR DESIGNER 9. IF REMEDIATION IS REQUIRED,THIS COST WILL BE EXCLUSIVE OF Y 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 Jacobs VISIBLE APPEARANCE ORIGINALLY INTENDED. TO OBTAIN A SUBSTRATE VIABLE FOR NEW FLOORING THERMOSTATS OR OTHER MISCELLANEOUS FIXTURES TO BE 11. AT PROJECT AREAS INDICATED,REMOVE EXISTING CAM LOCKS IN FINISHMATCH 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 LOCKSS TOWITHIN EACH AREA TO BEEKEYED Date: 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. 2023.05.22 FLOORING SPECIFIED.DENTS,DIMPLES OR BUMPS WHICH INSURANCE AS MAY BE REQUIRED.CONTRACTOR SHALL ALL FLOORING SUBSTRATES IINCLUDING AT NEW TILE 11. IN ROOMS THAT RECEIVE NEW COLING MATERIAL REPLACE Jacobs '[5:23:52-04'00' 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 L055 OR DAMAGE 8Y ALLOWANCE FOR SUCH. ALL CEILING MOUNTED DEVICES TO INCLUDE HVAC GRILLES, SHELF PINS,IN FINISH TO MATCH ADJACENT PULLS. Adantic Beach SANDED SMOOTH PRIOR TO INSTALLATION OF NEW BASE. FIRE.THEFT.ETC..IL REQUIRED BY CLUB. SPRINKLER HEADS.SENSORS AND MISC. 10. THE FLOORING INSTALLER SHALL COORDINATE WITH THE 12. EVALUATE ALL HVAC SYSTEMS BASED ON CLUBS 16. ALL PAINT GRADE SHELVES TO HAVE SOLID WOOD EDGE.NO 12. REMOVE ALL FLOORING/WALL/CEILING MATERIALS AT ALL 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR JANITORIAL/HOUSEKEEPING STAFF TO ASSURE THAT THE OBSERVATIONS AND NEEDSEXPOSED PLYWOOD EDGES,TYP. INTERIOR SURFACES TO REMAIN.PREPARE SUBSTRATES TO .OBTAINING ALL REQUIRED BUILDING PERMITS.INSPECTION PROPER MAINTENANCE PROCEDURES ARE UTILIZED INA Atlantic Beach Count Club RECEIVE NEW FINISH MATERIALS SPECIFIED. CERTIFICATES,AND HEALTH DEPARTMENT APPROVALS, MANNER THAT ACCOMMODATES FUTURE CLUB 13. ALL SPRINKLER HEADS LOCATED IN NEW DRYWALL CEILINGS 17. ALL EXPOSED SURFACES OF CABINET INTERIORS TO BE WHITE 7 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 MELAMINE OR APPROVED ALTERNATE UNLESS NOTED Phase 1 PARTITIONS.PREPARE EXISTING WALLS TO REMAIN TO RECEIVE 12. THE INTERIOR DESIGNER HAS NOT CONDUCTED ANY THAT THE GENERAL CONTRACTOR INCURS ONE COST FOR FACTORY CUSTOM PAINTED TO MATCH THE CEILINGS IN OTHERWISE. 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. Construction Selya Marina rive 18 ALL METAL FABRICATION TO HAVE CLEAN AND SMOOTH 1600 Seac Marina Drive W REQUIRED AT WALLS SMOOTH AND SKIM COAT PARTITION T OTHER HAZARDOUS SUBSTANCES RE THE PROJECT SITE AND CLUB.ITC ALSOORT THE RESPONSIBILITY OF THE GENERAL 14. ALL FEC CABINETS TO BE ELECTROSTATICALLY PAINTED TO WELDS WITH NO VISIBLE SEAMS.ALL FASTENERS TO 8E AtIanGC BeBCh,FlOfida 32233 REQUIRED ATSORR O GH SURE NEW AT NT PARTITIONS DENTS, ASSUMESTS CONTAINING ASBESTOS OR RESPECT TO THE MALDSAME.HYD CONTRACTOR UPHELD RE DURING THE MANUFACTURER'S MATCH THE WALL ON WHICH 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 FIEL19. ALL METAL FINISHES TO BE SUBMITTED FOR REVIEW AND REVISION D No. oATs oF5CP1Mi0N 14. NOTETHAT 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 1 I. AT TIME OF SUBSTANTIAL COMPLETION,PRIOR TO FINAL _ OUTCOME.IT 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 MANAGEMENT LOCATIONS WITH ELECTRICAL LOCATIONS. COORDINATE THE EXTENT OF NECESSARY FINISH DEMOLITION s 9M'.CD AT THE EXISTING CONSTRUCTION IN ORDER TO ACHIEVE THE ORDINANCES. THOROUGHLY CLEANED,IN ACCORDANCE WITH THE 16. CONTRACTOR SHALL SALVAGE ANY UNUSED CARPET AND .1-1 sszsaa PeaMrt sn 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. DIMENSIONS WITH EQUIPMENT SPECIFICATIONS TO ENSURE SHALL BE DONE WITHOUT THE CLUBS WRITTEN APPROVAL. PROPER FIT. ANY ADDITIONAL WORK PERFORMED WITHOUT CONSENT 17, CONTRACTOR SHALL PROVIDE ATTIC STOCK EQUAL TO THE SHALL BE DONE AT THE GENERAL CONTRACTOR'S EXPENSE. PAINT QUAN6%OF CARPET 22.EACH OF THE FOLLOWING FINISHES: 22. ALL SUBSTRATES AND DIE WALLS WHERE STONE OR QUARTZ IS 1%OF CERAMIC TILE/TRIM SPECIFIED TO RECEIVE STEEL BRACKETS FOR ADDITIONAL 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR1 APPLY ALL PAINT IN ACCORDANCE WITH MANUFACTURER'S 3%(IN GALLONS.MINIMUM 11 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[3)8 112"X 11"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(I.E.MATERIALS.HARDWARE,FINISHES.ETC.) AND A MINIMUM OF TWO FINISH COATS.PRIME ALL AND SHALL BE RESPONSIBLE FOR NOTIFYING THE INTERIOR SURFACES ACCORDING 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 BY 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 W SUBMISSION OF CHANGE ORDER PRICING. LLI WALLS OR CEILINGS ARE TO BE PAINTED TO MATCH SURFACES ON WHICH THEY OCCUR.PAINT TO BE APPLIED tl_I O 18. THE GENERAL CONTRACTOR.DURING AND AT THE LL PER MANUFACTURER'S RECOMMENDATIONS FOR SUBSTRATE COMPLETION OF THIS WORK.SHALL LEAVE ALL OCCUPIED, ON WHICH THEY OCCUR. Q z AND WORK AREAS AND FINISHED SPACE IN A CLEAN AND UJ (� ACCEPTABLE CONDITION CLEAR OF MATERIALS.FINAL 4. REFER TO ID FINISH SPECIFICATIONS FOR FINISH/SHEEN OF U) (n J CLEAN R INCLUDES BUT IS NOT LIMITED TO.THE INTERIOR T CEILINGS,WALLS,AND TRIM AND DOORS.PRIMER SHALL BE Q - Q MILLWORK.WINDOWS.MULLIONS AND SILLS.BLINDS.LIGHT LATEX PRIMER/SEALER FOR SURFACE APPLIED.AS = W Of FIXTURES,AND DOORS, RECOMMENDED BY MANUFACTURER FOR SURFACE D.- W SUBSTRATE. IJ-I Z 19. CONTRACTOR IS TO PROVIDE ALL FINISH MATERIAL SPECIFICATIONS/PROJECT CLOSEOUT DOCUMENTS TO CLUB 5. APPLY RECOMMENDED PRIMER FOLLOWED BY A PRO a IJ-I W COMPLETION OF PROJECT,INCLUDING MANUFACTURER'S INDUSTRIAL PRE-CATALYZED WATER BASED EPDXY. WARRANTY AND MAINTENANCE INFORMATION. SEMI-GLOSS FINISH PAINT ON ALL INTERIOR METAL DOORS, 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 EXCEPTIONS. PROCESS.THE INTERIOR DESIGNER DOES NOT ASSUME RESPONSIBILITY FOR ERRORS.ANO/OR OMISSIONS IN THE 6. ALL FIRE EXTINGUISHER CABINETS TO BE ELECTROSTATICALLY GENERAL CONTRACTOR'S BID.IT IS THE RESPONSIBILITY OF THE PAINTED TO MATCH THE WALL ON WHICH THEY OCCUR. GENERAL CONTRACTOR TO PERFORM AN ON-SITE INSPECTION TO COVER ANY ITEMS NOT INDICATED ON THESE DRAWINGS AND SHALL NOTIFY CLUB AND THE INTERIOR DESIGNER AT ONCE OF ANY ERRORS,INCONSISTENCIES OR OMISSIONS DISCOVERED PRIOR TO THE START OF WORK. 4-ID0.0 AEAOr1 'DWA .............. DRAWNBY: LHMGIJM ................ --PROJECT N0:2022352 052323 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 46560 AGOURA ROAD,SUITE 106 CALABASAS.CA 91302 TRRSH ENCLOSURE 310.670.9746 info@shep•aeucan � 0 E�'FMS+�:tnXx�.M ✓�6c �- -- HINT HARRIS INTERIORS u —RL J L?–._-_-_� -_._ .1.1.��=��. 7 LENOX POINTE RRLNEN ATLANTA.GA 30324 QED __ 404.:KELLE97 II BumB ® PRESIDENT:KELLEY HARRIS +.._ 111 I -1020 — ———————————— 401 \, o-1 IL ID34o I c iD4.D 2 O— ————— IV_ J Digitally signed Or I I Suzann 9 Y ned r 9 ptE Jtoy 40E 405 I by Suzanne 0}, I e Jacobs z 106962 V' UP - TER 'S Date:2023.05.22 ;.>'�-'m _. U MECHANICAL CLOSET EN'S OLE WOMEN'S I ID1.0 aoe ° OLE. Iss I "aa 1 40� 102 Jacobs 15:24:17-04'00' MEW \ 4O LZI w.� BTOMO6E, � 1 -------------- At andc Beach i 7�` �_ Atlantic Beach Country Club I -Imp .1 PHASE 1 -PETE'S CAFE- 1 st FLOOR:MILLWORK/ELEVATION KEY PLAN Phase t Dl.o SCALE:1/4"=V-0" �� Construction Documents E2 1600 Belvaach. Manna Drive 04.0 Atlantic Beach.Florida 32233 PLATFORM LIF F-1-1-1 REVISION N0. D1.TE OESLPIPIION DUMB 9 423 WPJTER IDE.O 1 409 OPP XRND 3 03.3613 90h C0 I 051113 P fAIIi SFT Q w.o UPE—S cN VESTIBULE BAR o 420 424 s I IDIo O Q O r 412 621 . I 7= I a RESTROOM RESTROOM f1J^ ____ O 411 I L.L I I Y w z I r Q o_� I DNI W r Q rLU< a WJ LU a Y 2 PHASE 1 -PETE'S CAFE-2nd FLOOR: MILLWORK/ELEVATION KEY PLAN %Qj'0y SCALE:1/4-V-9' >O J J_ 4-ID1 .01 : so - -- ._---------"- DR4WNBY: LNMGIAA PROTECT NO.:2044352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 -- - I CALABASAS,CA 91302 Al �319.676.9144 nto�shep-ae� "`twrM.'C�w Ex E HINT PUTFORAI X GY HARRIS INTERIORS LIFT FIRE RISER �ien,e STOMGE i ® 608I P_1_. 423 7 LENOX POINTE N.I.S. F NRCHEN I — ATLANTA GA 404.492.5990324 DUMB PRESIDENT:KELLEY HARRIS WARER I EX DINING EX .DD EX I F rt ylP�P OE Jq cO�M�9 n DS1 ?S1 ID6962 II .UP EX EX WATER )STI"" D51 N TF HEATER WOMEN'S COOLER CLOSET N00M RESRROOM ♦ 'lNTER1 ECXANICAL MEN'S VEBRBULE N'S RES�SS O /OO9 400 405 904 403 40E O.T.C. N.I.S. X GY X GY X GY C111D sO Atlantic Beach Q PHASE 1 -PETE'S CAFE-l st FLOOR:REFLECTED CEILING PLAN 2 PHASE 1 -PETE'S CAFE-2nd FLOOR: REFLECTED CEILING PLAN Atlantic Beach Counts Cr Tub SCALE:1/4 1'-0" -IDI.O SCALE:1/4-V-O' Phase 1 Construction Documents Digitally signed 1600 SeNa Marina Drive Suzann by Suzanne Atlantic Beach,Florida 32233 Jacobs ION e J a co b S Date:2023.05.22 RD0. _E DESCRIPTION 15:24:45-04'00' S -DiRo-n RRx CD .OSE -MIT SET GENERAL REFLECTED CEILING PLAN NOTES LIGHT FIXTURE LEGEND CEILING MATERIAL LEGEND THIS DRAWING HAS BEEN PREPARED SO AS TO REFER TO INTERIOR DOOR AND FRAME SCHEDULE FOR NOTE:REFERENCE ELECTRICAL DRAWINGS FOR LIGHT FIXTURETYPE5. GYP.BD, REFERTOARCHITECTURAL I7U'X 48'DIRECT APPLY ACOUSTICAL PROPERLY COORDINATE GETTING PLAN WITH HEAD HEIGHTS AND DETAIL REFERENCES. DRAWINGS AND INTERIOR FINISH SCHEDULE. CHNNGTILE INTERIOR MILLWORK DETAILS AND FINISHES. UNDER ABSOLUTELY NO CIRCUMSTANCES 15 THIS FAINT ALL HVAC GRILLS TO MATCH SURFACE ON WHICH DRAWING 10 BE CONSIDERED AN ELECTRICALLY THEY OCCUR,TYP. DECORATIVE FIXTURE OR MECHANICALLY OR STRUCTURALLY ENGINEERED DOCUMENT. D/J ®TONGUE AND GROOVE CEILING.REFERTC 2 x 4 VINYL CLAD ARCHITECTURAL DRAWINGS. REFER 10 ARCHRECTURAL 6 MEP DRAWINGS FOR GENERAL LIGHTING.MVAC AND LIFE SAFETY FIXTURES. D# DECORATIVE WALL SCONCE Z •DECORATIVE".RES NOTED FOR FIXTURE DESIGNATION ONLY.• CONCRETEEXPOSEDCEIUNG.REFERTO N.I.S.NOT IN SCOPE Q REFE0.TD ELECTRICAL ENGINEERS DR4WINGS FOR FURTHER INFORMATION. ARCHITECTURAL DRAWINGS. ^ nJ CLOCK OUTLET FOR PICTURE LIGHT " n LL NOTE:PURCHASE OF ALL OECO0.ATIVE LIGHT FIXTURES TO RE CARRIED IN FF6E BUDGET. v/\j`E',Uv}(r�/7 ALLDECORATIVE FIXTURES TO_BE RECEIVEf>aINSPECTED�AREHOUSED.IAIAPED AND INSTALLED BY 212 GRID AND LAY-IN CEILING TILE.REFER NEW CEILING FANS IN EXISTING W GENERAL CONTRACTOR. CEILING HIUGMT/MATERIAL TO FINISH SCHEDULE. LOCATIONS tl Q J WU w Q u) U = W ❑ aW H ' d U W J 11 W 4-ID1 .02 --SCALE:Fs.M DRAWN BY: ULHG�JM PROJECT NO.:2024351 CS23-23 PERMIT SET S H E P P H I R D ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SURE 105 x CALABASAS,CA 91302 rRAs uRE 8 310.670.9144 tnlo@she"e.com EN— 410 -- - - L HA ORS �_o a HINT R R LIFT FIRE RISER I�J -� 1, ___--Al. n S'.N^.R I ® 4oe — —L- —._,-j _ 7 LENOX POINTE N.I.S. gTGHEN ATLANTA.GA 30324 404.492.5997 — DU MO ® PRESIDENT:KELLEY HARRIS -- WA41 ITER n o \ DlrxxB > 4DD ~� Digitally signed tEOFQ Suzann by Suzanne NE 4�mOy L U Jacobs n I136962 UP TER MECHANICAL D H MEN'S 4E LE WOMEN'S Date: - E e Jacobs2D23.D5.22 �TERt �a9 44s 4a V09 eox N.I.S. 'x �i' 15:25:17-04'00' b —E t O - j -- I i cz= I Atlantic Beach Country Club D Phase 1 O ronstruction Documents . 1600 Selva Marina Ddve sroRA E2 M Atlantic Beach,Florida 32233 PLATFORM 4T REVISION NC. DATE OE9IRIm1DN DUMB WAVER 409 3 91]0.13 90%CD 953113•PEAMRSET 1 PHASE 1 -PETE'S CAFE- 1st FLOOR:FLOOR FINSIH PLAN _ IDLO SCALE:I/4"=1'-0" I ua VESTIBULE 56 BAR BAR D 430 - _ - +DS. ¢24 - FLOORING LEGEND CARPET LUXURY VINYL TILE(LVT) RESINOUS FLOORING GENERAL NOTE-ALL FLOOR PATTERNS ARE REPRESENTATIONAL ONLY AND DO LEI_ NOT INDICATE FINAL MATERIAL SIZE OR - _ - PATTERN.REFER TO INTERIOR NARRATIVE _ FOR ALLOWANCES AND MATERIAL L ' SPECIFICATIONS WHERE APPLICABLE. - WOOD FLOOR SPORTS FLOORING SEALED CONCRETE DOES NOT INDICATE N.I.S.NOT 15 SCOPE PATTERN,REFER 70 ENLARGED PLANS FOR 1tESTRODM RESTf10ON PATTERN TILE FLOOR,DOES NOT SHEET FLOORING EXISTING EXTERIOR INDICATE PATTERN. DECKING.LACE IN NEW Z REFER TO FINISH TO MATCH EXISTING. J SPECIFICATIONS AND REFER TO ARCHITECT'S 1` - ® w •,ENLARGED PLANS DRAWINGS.VERIFY I 0- WHERE APPLICABLE COLOR MATCH. I Dry t LLQ = W () Cn Q U) z a � it LU O O J LL 2 PHASE 1 -PETE'S CAFE-2nd FLOOR:FLOOR FINSIH PLAN .0 SCALE:17v- 4-01 .03 ID1I'-0" --------------- KALEAS NOTED _DRAWN LHM6'JM PROJELTNO:2022352 05.23.23 PERMIT SET SHEPPHIRD ASSOCIATES PLUMBING FIXTURE&ACCESSORY SCHEDULE ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 s CALABASAS,CA 91302 IDa.o1310.670.9144 info@she"s.mm NOTE:PROVIDE CONCEALED FIRE RETARDANT BLOCKING AT ALL ACCESSORIES AS REQUIRED. III SINKS: A •`vE U "c,crns 51 Sink to be Undennount 17',14',White Vitreous China with H2 Overflow.ADA Compliant.Refer to engineers specs. y O H2 52 Sink to be ADA Wall Mounted White Vitreous China with Concealed Arm Carrier Installation.Include mothing plumbing HINT 13 D4 W sheild.Refer to engineers specs. HARRIS INTERIORS S3 Stainless Steel 30}x 18"x 5q'Double Bowl Under Mount ADA Sink. S2 Refer to engineers Specs. 7 LENOX POINTE G3 FI A FI G9 r F� l 4 FAUCETS: ATLANTA,GA 30324 D4 52 Se 6 IM.I 404.492.5997 T1 D4 TI slM. D4 Sim, FI Lavatory Faucet to be e"Widespread faucet,polished chrome PRESIDENT'KELLEY HARRIS CC ID4.I HDPP finish,ace compliant.refer to engineer specs;fix plunger rod in - AND GI 404.1 SIM. ID4. GI 7 7 field;provide strainer drain.Polished chrome finish H PP, SIM. ID4.1 SIM. �- 104. Shower Di D'[ aFF G3 SIM. F2 New Pool—en.Include is to match style and finish of IMse at laa.l -I HAND — 30 Stslide bar,60"Iribb n ho e, unt ngrfar he D-Insild height,per ADA ower. IM. ��-- slM. {J 11 Q NH2 HHD D6 O GI .GI guidelines. D2 �1 02 F3 Single Handle Kitchen Faucet with Side Sprayer.Refer to E D6 H1 ngineefs Specs. TOILE S: 0 - TI All new toilets to be floor mounted tank style.Refer to Eningeefs Specs.New Rxtures to be"right height'. URINAL: G:)ENLARGED PLAN-PETE'S CAFE FIRST FLOOR RESTROOMS 2 ENLARGED PLAN PETE'S CAFE SECOND FLOOR RESTROOMS Dl New urerslsto be wall mounted high efficiency,top spud.refer to tipl�°c Fit engine.0 SCALE:I/2'=I'-0' -102.01 SCALE:1/2"FAY' yti o9 GRAB BARS: N ID6962 All Grab Bars to match those existing.Typical. I GI 18"Vertical Mounted Grob Bar NTER1 G2 24"Grab Be, P G3 36"Grob Be, G4 4 —————————— SDS. Grab Br I G5 6T0'Grob Be, DIAPER CHANGER: o �a Digitally signed DC Koala Core KB31 o-SSWM Hon2ontol,Stainless Steel �' Surface-Mounted Diaper Changer, Suzann n _ ® 11 1 1'1 by Suzanne Jacobs DISPENSERS/DISPOSERS: II 1 lb e JacobSDate:2023.05.22 Dl Deck Mounted Soap Dispenser to be Kohler,#K-1 B95C Polbhetl 15:25:47-04'00' Chrome Fini:h. Atlantic Beach Country Club 3'y,•— ——4-5'—— 5'-4" A. 2,-9" ;• Phase t D2 Toilet Tissue Holder to be Kohler,Bancroft#K-11415-CP in Polished COnSfNC110n Docuro nP is )9•-g^ Chrome.Provide Two per-Toilet Location 1600 Selva Marina Drive D3 Bobrick Recessed Paper Towel oispener/Wmte Receptacle. Atlantic Beach,Florida 32233 ID4.D #B 38034,Finish:Satin Stainless Steel D4 WOH mounted soap dispenser(single).Solera with Oval Bottle. REVISION #39134-03-WHT Oval in Satin Silver,www.Dispenser-Amenities.com Ra 0.4TE DEscRIPTIOR D5 Wall mounted shower Amenities Dispenser(triple),Solera 111 with Oval Bottles,1139334-03-YJtiT Oval in Satin Silver, s asao'�s wx CD www.Dispenser-Amenllles.com 4 05 32]1 PERMR SET D6 Bobrick Surface Mounted Towel/Waste Dispenser 41134309 D7 DEB USA,Inc.TouchFREE Ultra Hand Sanitizer Dispenser 4TF2HR 1.2L TF Dispenser Black and Chrome with Catch Tray TRYBLK Black 0:)ENLARGED PLAN-PETE'S CAFE FIRST FLOOR COUNTER DB Zogics Gym wipes Dispenser,Downward Dispensing 2500 Block uY SCALE:1/2"=1'-0" DX All other locations to have dispensers/disposers to match existing GROMMETS: GRI Doug Mockett MM3/Set 2"Din.Grommet&Cover.Polished Chrome. GR2 Doug Mockett TM26 8"Din.x 3"Deep Polished Stainless Steel Trash Grommet. HOOKS: HlProvide(1I new hook per new toilet location and(I)hook per w shower stall location,unless otherwise noted.Hook to match style ontl finish of existing hooks in Clubhouse. H2 Hook to be Kohler,Bancroft#K-114-14-CF.Polished Chrome Finish. SHOWER SEAT SSI ADA,Burmese Teak Rectangular Shaped Shower Seat with Drop Z Down Legs.241 x 16"D TSF2-24016OW by Teekworks 4 U, t.t_I Q www.teakwor1a4u.com,T-886.969.8325. LL J r SHOWER ROD: w /' a SRI NEW POOL SHOWERS to receive: V Shower Rod:Bobrick R6-207-72".Heavy Duty Shower Curtain Rod Q III MOUNTING WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE with Concealed Mounting,20 Gouge Stainless Steel,1"Diameter (!� Il GENERAL NOTES: PER 606.6 OF All 17.1,WATER SUPPLIES AND DRAINPIPE UNDER with Satin Finish. _ � 0 ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. HEIGHTS LAVATORIES/SINKS SHALL BE INSULATED. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO Provide One Set of Hook and Shower Liner Per Shower:Bob ck LLI Q • DIAGRAM FOR MOUNTING HEIGHTS ONLY,REFER TO SCHEDULE FOR ACTIVE LEAFS,THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE 204.3 Vinyl Shower Curlain,Opaque White Matte Vinyl:Brodley JOB SPECIFIC FIXTURE/ACCESSORIES EXPOSED PIPES AND SURFACES,HOT WATER AND DRAIN RIGHT HAND DOOR.WHERE THERE 15 NO WALL SPACE AT THE LATCH Shower Curtain nook with Rollers 9540 Z Z • CONTRACTOR TO PROVIDE CONCEALED,FIRE RETARDANT BLOCKING PIPES UNDER LAVATORIES SHALL BE INSULATED OR SIDE OF A SINGLE DDDR OR AT THE RIGHT SIDE OF DOUBLE DOORS, URINAL: 111 AS REQUIRED TO MEET ALL 2010 ADA CRITERIA OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. „ u1 Referfo Engineer's specs I s •� {—{ LOCKERS: ,,•,�, Y y I c ,� LI Powdercooted metal lockers,Salisbury,17'double tier standard 5 I metal lockers,6'high x 15"deep,with enclosed plinth base and l flattop.Provide engraved number plates.Combination padlock hole(padlock provided by owner). MISC. � � E 'B ® ER Indicates existing fixture to be reused/relocated Cleo,and Al s o= ' „„ S g § r repair/provide new components to match existing es required far 4 I D 2.O 1 I 9`b` ' - '"'S z y �, �' rp e _ D complete.functional.lR -new installation. 1 ids 43�9 6 -5 a p 3 3 t, - k .S 5 SME..110TV L- — I - L J .�.,,, ........- PROJEOTNO.;2022-352 05-23.23 PERMn SET SHEPPHIRD MOULDING AND FINISH SCHEDULE ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE tOfi CALABASAS,CA 91302 ,?310,670.9144 infD�shepae.wm ROOMS BASE SHOE CROWN DOOR/WINDOW PLINTH MISC. MOULDIN•_. FLOOR WALL FINISHES CEILING DOORS& MISC.FINISHES NOTES ROOM - MOULD CASING BLOCK MOULDING MATERIAL FRAMES w, E MATERIAL/ FINISH FINISH DOOR FRAME LID Co NUMBER NAME OULDIN FINISH ULDIN FINISH OULDINr FINISH OULDIN FINISH OULDIN FINISH OULDINJ FINISH NORTH SOUTH EAST WEST MATERIAL FINISH CLG.HT. FINISH FINISH LAMINATE STONE SURFACE NUMBER PHASE 1-BUILDING 4-PETE'S CAFE LOWER LEVEL HINT 400 DINING BASE-1 PAINT-I SM-1 PAINT-1 CROWN-2 PAINT-1 MATCHRMISI PAINT-1 MATCHRMI51 PAINT-1 CABINET$ A1'✓<-110uAR1-I POPLAR LE-9 IRF1 OOD/PAINT-I OODIPAIM-I OOD/PAINT-7 GYP PAINT-2 SEE RCP PA NT- PAINT-I - - QUARTZ-1 ''k 'io nT F 'TH' TT -I _600 HARRIS INTERIORS 401 KITCHEN BASE-4 RF-1 HM PAINT-1 RFl FRP-2 FRP-2 FRP-2 FRP-2 ACT-1 ACT-1 PAINT-1 PAINT-I - - - - 401 402 RESTROOM BASE-5 iFLEy+ EXISTING PAINT-1 •MAICH RM 151 PAINT-1 MATCH RM 151 PAINT-1 POPLAR LE-1 TILE-S�PAINL HLE-SIPAIM- RLE-S PAINT- RLE-S PAINT- EXISTING PAINT-2 PAINT-1 PAINT-I - - - TILE-S WAINSCOT APPROX. AFF ALL FOUR WALLS WITH TILE CAP. 402 7LENOX POINTE 403 VESTIBULE BASE-1 PAINT-I SM-I PAINT-1 EXISTING PAINT-! 'MAICH RM 151 PAINT-I MAICHP.M151 PAINT-1 POPLAR LE-9 PAINT- PAINT- PAINT- PAINT- EXISTING PAINT-2 PAINT-1 PAINT-1 - - - - 403 ATLANTA.GA 30324 BASE-5 TILE-5 EXISTING PAINT-1 •MAI HRM1 PAINT-I 1 AINT-1 POPLAR a- P - - - - - - 404.492.5997 405 WATER HEATER CLOS NOT IN SCOPE 405 PRESIDENT:KELLEY HARRIS 406 COOLER SC-1 COOLER FINISH CUSTOM COLOR.CONFIRM FLOORING. 406 407 PLATFORM LIFT SF-1 PAINT- PAINT- PAINT- PAINT- PROVIDE SF-I OVER LIFT FLOOR. 407 408 FIRE RISER NOT IN SCOPE 406 ,w UA4 _ __ - _ _ _ _ _ _ _ 410 TRASH ENCLOSURE REFER TO ARCHITECTS DRAWINGS. 410 NOTE.CASING&HEAD TO MATCH ROOM 15 PHASE 1-BUILDING 4-PETE'S CAFE UPPER LEVEL 1. (WIDTH OF CASING MAY REQUIRE MODIFICATION 4 VESTIBULE - - - - MATCH EX PAINT- MATCHDONG PAINT-1 - - '_WORXSa PAINT-1 UEXISTIN Ai H XIT MATCH EXIST MATCH EXIST MATCH EXIST - PAINT- - STONE-2 - - - 4 4 1 R TR M BASE-5 TLE-5 MAICH RM dO P T-I 'MAl[F RM 151 PAINT-IAICHRM ISIPAINT-1 TI PAIN- TILE-P M- - AINT- TILE-5 - Y PAINT-2 PAINT-1 P NT-I - - - TILES WAINSCOT APPROX66"H AFF AIIF + W 421 4 2� RESTR M BA E-5 -5 'MAICH RM 151 PAINT-I MAiCHRM1SI PAINT-I - i -TAINT- - AIM- TIL RAI - I- I - YP PAINT-2 PAINT-1 P T- - - - it -WAIN OT APPROX.6"H AFF WALL WITH TILE CAP. 422 423 ST RAG 5-7 F-1 CASING-2 P NT-1 - - P -1 - - N- r P - - PAINT- 423 A62.2—0.1 _ _ - - T- _ MAICH E%6@+G _ _ _ _ 424 tOF F($TONE-2 MATCHCWING R FA N T N- IN AIDS.REFERT 425 P�4 _ - - - MATCH EX PAINT- T H PAINT-1 - - RIDRINX RAIL MATCH XIT MATCH ST MATCH EXIST MATCH EXIST `'�'°' NT- P NT- - STONE-2 - zAI w f lR pHNE I4 009 a n IDS 962 'P INTER( 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. AP ACOUSTICAL PLASTER NIS NOT IN SCOPE SF SPORTS FLOORINGw ��«+�• AWP ACOUSTICAL WOOD PLANK OTS OPEN TO STRUCTURE STAIN STAIN PER 1210.2.2 OF NCBC,BACK WALLS AND SIDE WALLS WITHIN 2'OF PAINT PAINT S.STL STAINLESS STEEL URINALS AND TOILETS SHALL HAVE A SMOOTH.HARD, CPT CARPET PF PANEL FABRIC STONE STONE NONABSORBENT SURFACE TO A HEIGHT OF 48"MIN.ABOVE FLOOR. PAD CARPET PAD PL PLASTIC LAMINATE TILE TILE CORK CORK PP PORCELAIN PAVER VCT VINYL COMPOSITION TILE EPDXY EPDXY PAINT QUARTZ QUARTZ WC WALLCOVERING FRP FIBERGLASS REINFORCED PANEL RF RESINOUS FLOORING UP WALL UPHOLSTERY GYP GYPSUM BOARD RB RUBBER BASE WOOD WOOD FLOOR At antic Beach HM HOLLOW METAL RT RUBBER TREAD I I Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Suzan Digitally signed Atlantic Beach Florida 32233 by Suzanne REVISION n e Jacobs no ogle DesuePn°x Date: 2023.05.22 °13431 90%W Jacobs °s'}" PERMITSET 15:26:11-04'00' 1 Z O H U) Z Q LL F_ � Q D � O Q T_ LU J w w U U) Z LL 4-I D3.01 'SCALE,AsnoTED DVAR. LHMGIJM PROJECT NO.:2022-352 05-2323 PERMIT SET SHEPPHIRD FINISH SPECIFICATIONS ASSOCIATES 11 ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 108 CALABASAS,CA 91302 �310.fi70.9144 info�shepae.com " NOTES ACOUSTICAL TILE PAINT SEALED CONCRETE TILE TILE CONTINUED TILE CONTINUED GENERAL NOTES: MANUFACTURER:USG PAINT-1 MANUFACTURER:TBD V-SEAL CLEAR ACRYLIC CURE AND MANUFACTURER:SPECIALTY TILE " TU RIR TBD HINT ITEM:VINYL CLAD SHEET ROCK LAY-IN PaNT COLOR NAME:TBD SEAL CONCRETE SEALER OR EQUAL. PRODUCT NAME:SHIBUSA LOSANGA NAME:TED TILE-5 &TILE-8 COLOR:CREMA C OR' HARRIS INTERIORS I ALL°IlrEcm,owimil�AY�RR"I:"area:I.;sw::r�a9z°xSr°°F PANEL SIZE:2'X 4' us Eo COLOR NUMBER:TBD sc-1 CONCEPT IMAGE FOR "'°"•^'° COLOR:WHITE ROUGHOHT CONTACT:800.738.7325 TILE-1 SIZE:4�'X 2 a'MOSAIC TILE 7 SIZE: % ECINeom =wAES ARE RFcvIReO.suBMmus ACT-1 GROUT:CUSTOM BUILDING PRODUCTS/ PATTER '&OND 7 LENOX POINTE IFnri w,....RIORs.svECINEN GRID:DON DXLA is GRID WALNUT/#541 GROUT:TBD� PATTERN z. M°H..i Lv�ussx LBEE-BXERE:vvon RECEFTOPwRmENAPvwovAL AL IL N ///'�� ATLANTA,GA 30324 suewFru ° F000 PAINT-2 MANUFACTURER:TBD FLooR AT _ ' " 3 !$' Fes' '�: -'' 404.492.5997 sER-1 COLOR NAME:TBD TILE PROVIDE 12"X 24"CREAM BACCHETTE sERv CE CONTACT:TBD v /l�n t7�rr'j GENERAL FLOORING NOTES: COLOR NUMBER:TBD FITNESS BARS PHONE:TBD I, 7 I' rlR� - PRESIDENT:KELLEY HARRIS CEILING CUT IN J"LONG WAYS FOR BASE-S. BAR. I q SHEET FLOORING RESTROOM. SERVICE EMAIL:TBD 4 TENNIS wSrAitq°xALt FXPMNF 5�55rRArF All CONpRONs U.u°ER wnlCx LL i REsrftooNu, CONTACT:DENISE LEW cARVEnNCOTO EEINu.um ANOSIuu 404.200.1965 xOTNvcONrRAa.R In MANUFACTURER:USG YOUT PALL i2' ALLOWANCE:$6.75/SFM IAL ONLY BE-1GOMUT—CFwOO°RRKS—CONONsmUTTEACCEPOUSA °unce OrsuxF«sM ACT-2 ITEM:VINYL CLAD SHEET ROCK LAY-IN PAINT-3 MANUFACTURER:TBD RE CAPE . EMAILPHON:LEW@SPECT SAnI—ERT POR CAR.Es ws,AtL 1— PANEL SIZE:2'X 2' I—CE COLOR NAME:TBD CASE EMAIL:DLEW@SPECIALTttILE.COM REZ -MANUFACTURER:OSCADA PLASTICS,IN RESTRooNls 1. rPTANCEI 1R.. Room, COLOR:WHITE BAR, COLOR NUMBER:TBDFOUR COURSES OF 4X12TILE WITH FLAT uRr°FruxemovF ole.,°tAri.°ooaflSRloussuenArvces sx°M Roots. GRID:DON D%LAS GRID SERVICE PRODUCT:PROTECT-ALL FLOORING IUFSTRATE. BOTH I27 COLOR:TBD LINER.REFER TO ELEVATIONS. - OFFICES srzE:s x e' TILE-8 wnAL AT ons rvnncruR.RswslRunlons REcnmwc PANT-4 MANUFACTURER:TBD THICKNESS:Y" MANUFACTURER:DALTILE ALL cnxvErrswnAumuncwEDOWNmsrALLAMN COLOR NAME: PATTERN:AS SHOWN ON PLAN COLOR NUMBER: GLUE DOWN PER MANUFACTURERS PRODUCT:COLOR WHEEL LINEAR DIRECTED,cARve Sxau BE wownx vAnERN ANo MANUFACTURER:USG SF-1 RECOMMENDED METHOD MANUFACTURER:TBD COLOR:BISCUIT TENNIS a SIZE:4"%12" DIREcn0N.u0NOS SEA-11. N.I. ITEM:MARS RAPID WELD INSTALLATION.SEE TILE-2 PRODUCT NAM E:TBD FITNEFINISH:GLOSS /f/ sEAFAs auowm. ACT-3 NRC:.75 MANUFACTURERS INSTRUCTIONS COLOR:TBD R-0,0'. CIF ROCIE uTmro RP CARPETED YOUTH y ITEM#:86785 PAINT-5 INTEGRAL BASE WITH MANUFACTURERS SIZE:TBD WALL INSTALLATION:REFER TO ELEVATIONS 00 MANUFACTURER:TBD TILE GROUT:CUSTOM BUILDING PRODUCTS I uNuss OTHER xaARPET °R FNISH IS IngcATED ON CARPET PLAN.CXICTUSUADMINPPORT PANEL SIZE:2'X 2'Xa COLOR NAME: TOP FLANGE. iTERN:TBD ALABASTER/#333 .KrL OF F(Q� COLOR:WHITE COLOR NUMBER: CONTACT:MICHELE MUSGROVE DINING R T:TBD tip pNE 4 D PEPountTs TION«�i r�5 LOGGIA GRID:USG DX PHONE:404.640.0241 •-sy,�n CAR NNlsnm sornATnwu nor RAVEL ORwuuP ARDI.nDTxISEO EMAIL:MM USGROVE@WMBIRD.COM TA 'TBD PROVIDE COORDINATING 4"X12"FLAT FLOOR ARF Nor vlsleu.u¢cARPe MUsL TOP COVE BASE JO IW9E2 a PH e. suu eARPEr ECCE SIwPu weanoNsPEXIIIIER—CEELSUCI va�rB MANUFACTURER:SOUND CONCEPTS MANUFACTURER:TBD EMAI E. I rrxn.+o:osrsou cASKes ec.nrsewacArEo SVCXM NAME:1"FIBERMAT.EUROMAT FINISH PAINT-6 COLOR NAME: � FLAT LINER PIECE: wsruteARPFr wnH SEAMS rAPeD.usE PERUANEw rrPF COLOR:CUSTOM COLOR COLOR NUMBER: NAME:COLOR WHEEL CLASSIC INTER, ACTA SIZE:48"x120' SPORTS FLOOR ALLOWANCE:A(d.7y/�MATERIAL ONLY FLAT TOP LINER III.U..UUU,A_ouewcweov Al"._EN. BUTT JOIN PANELS �`�� ///�� SIZE:Yz'X 6' GROUP COVER ENTIRE CEILING.DIRECT APPLY �C` COLOR:SP' Ns raN Looe cARPEr HTNEss, C`` ITEM#:0148 (T-LEAEXERCISE NOTE:PAINT FINISHES Roo. CONTACT NAME:TOM TOMETZ WALLS-EGGSHELL MANUFACTURER:SCORE Res CCARPOovePAD o ousn v-011 PHONE:773.575.1138 CEILINGS-FLAT PRODUCT:PERFORMANCE MOTIVATE O TOP TRIM TILE PIECE: ,EAROFINSTANAnarvrRM_,SECURE FDC.ASREa.Rem. MILLWORK/DOORS/TRIM-SEMI-GLOSS SPF-I COLOR:TBD COLOR WHEEL CLASSIC 'UNLESS NOTED OTHERWISE' THICKNESS:75MM JOLLY I'X 11-15116"X}"THICK 1 EEmN AR EA u+o°ER.z IN 2IA'19 EXERCISE ROLL GOODS:46"WIDE COLOR:SPA EPDXY PAINT ROOM - CONTACT:T.J.PEELS TILE-3 SANUFACTURER:TBD ITEM:#0148 = RnLANso msraais°.sNA.Poo��Ne<cEsswar PHONE:404.416.1573 UCT NAME:TBD N-BANC R� M1ACO EMAIL:TEPEELE@ECOREINTL.COM eMPLoree :TBD CONTACT:KATIE ROBERTS QUARTZ RE ROOM TS PHONE:404.427.5296 Digitally signed Atlantic Beach oF°R OFCONSiRUPCTARiON PEwIOO.soW..r CACI°PFr wu°uf°iR�.°rvG EPX-I EPDXY PAINT TO MATO"PAIN-1 wuL, EMAIL:KATIE.ROBERTS@DALTILE.COM Suzan MANUFACTURER:ECORE P ER R NTNG BOND by Suzanne AN' MANUFACTURER:TBD PRODUCT:SERENITY MOTIVATE CLASS, Sp GR .T Jacobs OwSTAwwccovcR NATEwuoesusEOSaR sxoweR pROVID U&CAP CAP IcaernvE covERuxsa ED CONan SPF-2 COLOR:TBD WALLS, MANUFACTURER:TRINITY TILE ne Date: Atlantic Beach CountryClub ARE lssveoovr PO Lo~°O of vezrnws°o o�eaRn ve La�"r�a.��s QUARTZ? MANUFACTURER:SILESFONE THICKNESS:7MM POOL CONTACT:TI]N� TILE-9 PRODUCT:HAWTHORNS SQUARES 2023.05.22 PRODUCT NAME:POLISHED HYBRIQ ROLL GOODS:70"WIDE.HEAT WELD HcAULS Phase 1 wAus pHONE:TBD COLOR:BEIGE Jacob s 15:26:36-04'00' rs. uLv.cx.musr eFwsrAum wlm vATnRry woirvmesAm, aE y; COLOR:MIAMI WHITE EMAIL:TBD SIZE:37'x 32" COnSfNCIIOn DOCUfI1E:nfS THICKNESS:3CM CONTACT:T.J.PEELE FLOOR TILE PATTERN:STRAIGHT LAY 1600 Selva Marina Drive EDGE PER DRAWINGS PHONE:404.416.1573 ALLOWANCE:$4.25/ ATE IAL ONLY PRO SHOP. GROUT:CUSTOM BUILDING PRODUCTS/ Atlantic Beach,Florida 32233 GENERAL WALLCOVERING 6 PAINT NOTES: FIBERGLASS REINFORCED PANEL REYOUTH PRODUCT#2142/1110203 EMAIL'TEPEELE@ECOREINTL.COM I'we WALNUT/#541 CEPPON I. OR=POR W,u.0—RINGS S11ULD BE P-ACM IMMVATu HTNEss, REVISION STSEHTNss CONTACT:RACHEL PARRISH CONTACT:KATIE GODFREY NO. DATE OEscwPnoN PUT` REsmoo.s. PHONE:770.371.7703 PHONE:478.318.7371 - Non°EmrnEicRRL AREsu+ u^rs wM°RECEIP-oFEw,ulcovEms To+NIs EMAIL:RPARRISH@COSENTINO.COM ANUFACTURER:TBD EMAIL: REaftooAu R UCT N�F�EI°TIER Mn+rnurELrILANrwarcgvERrvOS ARERmev FRP-1 FIBER GLASS REINFORCED PANEL TILE-4 NAME:TBD KGODFREY@TRINITYSURFACES.COM -EO>em BUTPUB Fnm wu nnDMRusuRFaees ARFIrO eEPan EO wrmssA COLOR:BLACK STAIN JrBHi,TBD 'osnzi aeRMrt STI ALTMIENDrm. COLTEXTURE::BLACKSMOOTH IZ MO IC PA R R NING BOND TILE-10 NOT USED ISFrx.�LOE° IM -w _ NEw GROUT:T n ee sPECIH vFAcuRER.IF ANr OTHER PAINrs STAIN-I CUSTOM STAIN TO MATCH EXISTING SHOWER POOL ALTERNATING BANDS OF TWO COLORS A�REu msrHEr Mun MATC°DEucnr nx°RFAPITUTP.°r°EvcN STAIN AT GRILLE.MATCH SPECIES& FLooas CONTACT:T�i OF PENNY ROUNDS. FIBER GLASS REINFORCED PANEL SHEEN. PHONE:TBD V TILE-11 REcoveNom.nvesna Onv wml rHFMamIFAauw_Rs FRP-2 COLOR:WHITE FRESINOUS FLOORING BAND A.IB"WIDE ° EMAIL:TBD TEXTURE:PEBBLED GRILLE BAR. PROVIDE SAMPLE TO DESIGNER FOR TENNIS NO NORROnra BEAM°A.—D IN WAUCO—INC_ ser.ss APPROVAL WITH SALVAGED EXISTING ALLOWANCE:$1 T.00 F A IAL ONL BAR MANUFACTURER:CERAMIC TECHNICS RIAR BAC NAME:SONOMA PENNY ROUNDS ALL SEAMNG All PAIrtan MATGNwGBUBTECrrO DE°IGNERB PROSHOP TRIM, APP°OVM MANUFACTURER:DUR-A-FLEX TENNIS COLOR:ARCTIC WHITE,#40020H vawTv FINISH:GLOSSY LrvREPARm eEFOREAPvucanary oFPaNT PRODUCT:POLY-CRETE MDS�'THICK FOUR COURSES OF 4XI 2 TILE WITH FLAT waus oawAuccvEwNa WITH INTEGRAL 6"COVE BASE LINER.REFER TO ELEVATIONS. BAND B.6"WIDE I ALL COUND soS CULDBETREAna MON COLOR:ISO FROM MANUFACTURER'S TILE-5 Nom FRED srRFACESIN—ANS SPACE.UNLESS ornermse LUXURY VINYL TILE RF-1 STANDARD MANUFACTURER:PENNY ROUNDS MANUFACTURER:DWHEE NAME:SONOMA PENNY ROUNDS PRODUCT:COLOR WHEEL LINEAR COLOR:LIGHT AQUA BLUE,440027H RESPa+vBIE Foe eoNSIRrwNO wumovEnwe CONTACT:STEVE MASON COLOR:BISCUIT vnDrH ANDRnFATs As weu As"aLLErvaHs FINISH:GLOSSY PHONE:678-215-2786 SIZE:4"%12" MATCH suRRourowO wq oN wwOPTN°er.—IRVANTFDOU:ro MANUFACTURER:METROFLOR LVT 11EMAIL:STEVEN@DUR-A-FLEX.COM FINISH:GLOSS CONTACT:BRAXTON BELL u SURFACE PRODUCT:DEJA NEW INSTALLATION:REFER TO ELEVATIONS PHONE:404.977.0867 MODEL#:TBD GROUT:CUSTOM BUILDING PRODUCTS/ EMAIL:BBELL@CERAMICTECHNICS.COM (n xFPunux°rea LVT-1 COLOR:TBD STONE c__H ALABASTER/#333 Z Au wnaa.rn WHERE Ou Is vEcrILDro eFwur'osF.m. SIZE:9'x 60"PLANK RESTROOMS PROVIDE COORDINATING 4'XI2'FLAT ALTERNATING BANDS OF TWO COLORS Q THICKNESS:2.5MM RUBBER BASE WALL _ n ND rm- TB.E TOP COVE BASE. OF PENNY ROUNDS, 13 vRwALarIOER wAu uas wxEx.xeESFN CBE BqL sE GLUE DOWN INSTALLATION PER TILE-I2 W 1, PRO -- MANUFACTURERS RECOMMENDATIONS BAND A.18"WIDE U NmEssA¢r.RIM HSFSREcuRED Paoli ro PRoctREMENT,I.suunn BREAK STONE-I MANUFACTURER:WALKER ZANGER FLAT LINER PIECE: LL 11 COIE-1 .ECOUTTO oPANTRICAs ROOM CONTACT:MICHELE MUSGROVE MANUFACTURER:ROPPE SPECIES:TAJ MAHAL QUARTZITE NAME:COLOR WHEEL CLASSICS FLAT PENES Q _ DINING MANUFACTURER:CERAMIC TECHNICS INs,RucnaarRE°NREI,ALUO PHONE:404.640.0241 NAME:RUBBER COVE BASE WITH TOE SIZE:3 CM TOP LINER wul L� (� LL NAME:SONOMA PENNY ROUNDS EMAIL:MMUSGROVE@WM0IRD.COM CO SERIES BARTGACE FINISH:LEATHERED TTOLO':G CTI COUNTERTOP, COLOR:ARCTIC WHITE.#40020H FKueEwcF xma. RB-1 COLOR:TBD FIREPLACE REM#:7750UTMAL COLOR:GALAXY vur FINISH:GLOSSY Q U PROVIDE PREFORMED OUTSIDE CORNERS SURROUND ITEM#:1469 wAus = fJJ LLI UM111 L-A ARR¢o COLOR^so�ErnonoRTNosE c°NoB 1 nDlna+s.Hm HEIGHT:4" CONTACT:PATRICK MILLER BAND 8.6"WIDE a Ye'GAUGE PHONE:404.989.2873 TOP TRIM TILE PIECE: W (n MANUFACTURER:MEIROFLOR LVT EMAIL:PMILLER@WALKERZANGER.COM COLOR WHEEL CLASSIC MANUFACTURER:CERAMIC TECHNICS LVT-2 PRODUCT:DEJA NEW MANUFACTURER:WALKER ZANGER JOLLY j'X I I-15/16"X z'THICK NAME:SONOMA PENNY ROUNDS MODEL#:DN529112 STONE-2 COLOR:GALAXY COLOR:STEEL BLUE,#40029h (j) COLOR:SUN BLEACHED SPECIES:ARNO GRIGIO ITEM:#0169 FINISH:GLOSSY PENES BAR SIZE:3 CM Z CROUP SIZE:9"XS: PLANK TOP, FINISH:LEATHERED LL FITNESS, THICKNESS:2.5MM TENNIS BAR CONTACT:KATIE ROBERTS CONTACT:BRAXTON BELL RECEP. TOP, PHONE:404.977.0867 GLUE DOWN INSTALLATION PER PHONE:404.427.5296 CORRIDOR. MANUFACTURER'S RECOMMENDATIONS COUNTERTOP CONTACT:PATRICK MILLER EMAIL:KATIE.ROBERTS@DALTILE.COM EMAIL:BBELL@CERAMICTECHNICS.COM YOUTH PHONE:404.989.2873 CHECK-IN, EMAIL:PMILLER@WALKERZANGER.COM MANUAL CONTACT:MICHELE MUSGROVE MANUFACTURER:GRES TNERAPr TILE-6 PRODUCT NAME:KINTSUGI OFFICES. PHONE:404.640.0241 APPLY IMPREGNATING SEALER UPPER EMAIL:MMUSGROVE@WMBIRD.COM ILATICRETE BULLETPROOF,OR EQUAL, COLOR:BLUE JAPAN LEVEL SIZE:7 aX 7;" aOMIN INSTALL OVER SIAM SOUND REDUCER BY ACCENT PATTERN:RUNNING BOND CENTAUR FLOOR SYSTEMS PER 'TILE GROUT:CUSTOM BUILDING PRODUCTS/ MANUFACTURERS RECOMMENDATIONS. BACKSPLASH ALABASTER/#333 CONTACT:DENISE LEW _4-0102 _ ____ PHONE:404.200.1965 EMAIL:DLEW@SPECIALTYTILE.COM SCALE:ASNOIED __-_---- __DRAWNBY: U_IMG,'JM-- PROJECT N0.:2022452 05.23.23 PERMIT SET SHEPPHIRD DOOR & FRAME SCHEDULE ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CAIABASAS,CA 91302 "NNGDOOR MATERIAL FINISH DETAIL NO. PusH s=uT &3113.13 1Jt44 i0 o@sheP eB.cOmNO. TYPE LOCK CLOSER RATING REMARKS THICKNESS /PULL FINISH DOOR FRAME DOOR FRAME HEAD JAMB 1HRESHOLD - ,w,,,,,,,.,rv�Pw.• PHASE I-BUILDING 4-PETE'S CAFE LOWER LEVEL 4041 HI 4-ID5.02 A 4-05D2 52/4-105.02 REFER TOARCHIIECPSSCHEDULE HINT 4042 Hl/ND5.02 11/4-ID5.02 S2/4-ID5.02 REFER TO ARCHRECTS SCHEDULE 401 F 3'-0' 8'-0" I-3/4" T M814 05,02 JB/4-1125.02 S5/4 IDS 02 - - - - DOUBLE ACHNG HINGES,PUSH PLATES,I:Wf[NISH S HARR.S'NTERIORS 402 E 3'-0' 8'-0" 1-3 4" Hl 4-105.02 15 4-105.02 3/440502 • • • - - PROVIDE DEADBOLTWM OCCUPANCR 4031 D 3'-O' 8'-0" 1-3/4" WOOD WOOD PAINT PAINT 1-7/4-IDS 02 n/aO&02-- • • - - KEYED OEADBOLT 7 LENOX POINTE 4032 HI4-10502 114-105.02 S2/4.10502 REFERTOARCHLIECTSSCHEDULE ATLANTA,GA 30324 404 E 3'-0' B'-0" 1-3/4" INiT T H1/a-ID5D2 15/4-105.02 S3/4-1125.02 - - PROVIDE DEAD90LiWIIH OCCUPANCR 404.492.5997 405 A 3'-0' 8'-0" 1-3/4" T T Nd/4-1125.02 J4/4-1Ds.02 sb/4IDS.0z • • _ _ PRESIDENT:KELLEY HARRIS 406 C/O 3'-6" TBD WOOD PAINT H94-ID5,02 194105.02 54/4-ID5.D2 - - COORDINATE OPENING WITH FOOD SEIFICATIONS 407-1 EXISTING LIFT 00Wt;1 ATCH 6 PAINT FOFINISH 407-2 EKISPNG Un ODOR:PATCH A.PAINTFOLIKEN" FINISH 408 A 3'-0' 8'-0' 1-34" NO= AAR PAUNT PAINT 14 4- oz J4 -ID5.02 S4/4-105,02 • • - - - 4 3'- A 0' 8'-0' 1-37 T T H4/44D5.02 14/4-ID5.02 S4/4-10502 410 REFER TO ARCHOECTS SCHEDULE 41 REFER TO ARCHITECTS SCHEDULE UPPER LEVEL ptC OF Ft 421 A 3'-0" B'-0' 1-3/,C �Q PAINT PAINT HI/NDS.02 11/4-1125.02 5214-ID5.02 • - - PROVIDE DEAD30LTWM OCCUPANCY INDICA70R fit,p�NE Jq 009 422 A 3'-0" 8'-0' 1-3/4" f HI/44D5.02 JI/44D5.02 52/4-105.02 • - - PROVIDE OEADBOUT WITH OCCUPANCY INDICATOR `� 106962 � 423 A 3'-0" 8'-9" 1-314!' WOOD WOOD PAINT PAINT HI/44DS.oz 31144D5.02 S2/4-ID5.02 - - YNTERS Suzan " Digitally signed by Suzanne n e Jacobs Date: GENERAL NOTES: 2023.05.22 C/O CASED OPENING Jacob 1515:58-04'00' CT CERAMIC TILE HM HOLLOW METAL MFR MANUFACTURER 9A PAINT PAINT e *REFER TO ARCHITECTURALS FOR ALL DOOR HARDWARE Atlantic Beach Coun!6 Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach.Florida 32233 REVISION rvo. DATE DESCRJPnm 3 01]63] sma, 1 -N PERMITSET AS SCHEDULED ASSCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED x x s U U V U U MATCH DOOR MATCH DOOR MATCH DOORDOOR HMACSI SIDOOR W -j Q x x W MATCH < MATCH MATCH' MATCH MATCH G MATCH MATCH MATCH MATCHMATCH 1.-0.. W :E ILL Q U) W U W u = [U Q > a a H Q� wLL E=11 06 A B C D E F ly SOLID WOOD STILE SOLID WOOD STILE SOLID WOOD STILE SOLID WOOD STILE SOLID WOOD STILE SOLID WOOD FLUSH O AND RAIL 2 PANEL AND RAIL 2 PANEL AND RAIL 2 PANEL AND RAIL 2 PANEL AND RAIL 2 PANEL FACE DOOR WITH DOOR TO MATCH TRUE LOUVER DOOR DUTCH STYLE DOOR DOOR WITH CLEAR DOOR WITH PORTHOLE STYLE O ALL DIMENSIONS TO MATCH ALL TO MATCH ALL TEMPERED GLASS SIMULATED LOUVERS. VIEW LITE.DOUBLE Q AND PROFILES OF DIMENSIONS AND DIMENSIONS AND UPPER LITE TO MATCH DOOR TO MATCH- ACTING BARREL EXISTINGFITNESS PROHLES 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:1/2"=V-0" 4-I D3.03 SCALE,ASWEO DRAWN BY: LX,HCJJB PROJECT NO.:1022-352 DS-23-23 PERMIT SET S H E P P H I R D ASSOCIATES ARCHITECTS+ENGINEERS 2656D AGOURA ROAD.SUITE 106 TILE TERMINATES AT INSIDE 'TYPICAL TILE BANDING TILE-12 CAIABASAS,CA 91302 Ip CORNER BEYOND 10 10 ID - ID5,0 05.0 BLOCKCOUTEPTTHO JpSL REEIVE DIDS.° 31D.670.916 eM In hBpae.tom OF TILE ' 55oN'Ei�ia[ _ _ 1 X6 SHIPLAP -x+ NNrvnE.rseE.MnPs PLANK WITH WITH T anx ux�r4 TRUE PxCKEL ' GAP.PAINT FINISH-TYP. HINT _ 1 X6 SHIPLAP PLANK WITH TRUE 2 HARRIS INTERIORS 4 ID5.0 _ NICKEL GAP.WITH PALM / \ O SCHEDULED QUARTZ FINI IYP. 4 eln........ OPEN Ds.B ® _ COUNTERTOP. IDso 7 LENOX POINTE Ds ATLANTA,GA 30324 _ PAINT GRADE CABINET WITH 92.5997 STILE&RAIL SHAKER STYLE ENT:KELLEY IDE TRASH TRASH DOORS SET WOOD TNTC 2}SQUAREjj� PRESIDENT:KELLEY HARRIS - CUSTOM FERRULES IN OIL RUBBEED BRONZE FINISH AT HiF - EACH LEG.PROVIDE$15.00 ID5.0 \ IDS.] I 2' \ \ \ ALLOWANCE.CABINET HARDWARE D5. ` 1 NOTE:GC TO PROVIDE SHOP 1 DRAWINGS OF iIiF ACCENT WA LL BASED ON VERIFIED FIELD CONOTIIONS. I 6 IDS." p5. D5. LD50 IDS. .ID5.0 aD5- IDSD IDS. ID5.0 PETE'S CAFE- 155.0 _ PETE'S CAFE 1'-9"DEEP 1 PETE'S CAFE- FIRST FLOOR FOOD SERVICE 2 FIRST FLOOR FOOD SERVICE 3 FIRST FLOOR FOOD SERVICE lj�D4 SCALE:I/2"=1'-0' 6-ID4.Ok SCALE:1/2"=1'-O" -ID4.0 SCALE:1/2"=1'-0" `c qc O L� hlp.HN E N ID6962.._ w Digitally signed Nf��iNTERIOQp� Suzann by Suzanne Jacobs e J a e o b S Date:2023.05.22 ^" MATCH EXISTING EXTERIOR --- SHINGLES TYPICAL.SEE 15:27:26-04'00' ARCHITECT'S DRAWINGS. I I i"• I TV BY OWNER 1 1 TV BY OWNER I TV BY OWNER 1 TV 8Y OWNER I I ItI NI I I 1 1 I Atlantic Beach CUM Club OPEN I OPEN — Phase 1 I ConsWctian Documents I 1600 Selva Marina Drive I- Atlantic Beach,Florida 32233 i D5. 5 REVISION I• E BO DEscRIPTIm DUMBWAITER - I 5 I s 6awsn eaxcD fDS.a 1 A OAMf PEW"ET 1 e 2 SCHEDULE STONE COUNTER TOP. FIXED PNM GRADE SCREEN PANELS THAT 2 ID5.0 3 REPLICATE EXISTING RAILING DESIGN,SET INTO D5.0 5 BAR FACE TO BE EXTERIOR GRADE 1X4 TBG 05. STILE 8 RAIL WOOD FRAME WITH PAINT FINISH. VERTICAL PLANK WITH INSETS OF WOOD PANELS REPLICATING EXISTING RAILING DESIGN.ALL (�4::)PETE'S CAFE-SECOND FLOOR BAR PAINTED FINISH. 5 PETE'S CAFE-SECOND FLOOR BAR -ID4.0 SCALE:1/2"=1'-0• PAINED THIN BRICK BAR STEP 6"HIGH AND 7' ID4.0 SCALE:1/2'V-0' DEEP. PROVIDE W V, LL PROVIDE COORDINATINGI" 4>T" -- -- T Z COORDINATING ROUND GAP ____ j'ROUND CAP I1J5•-6"+-AFF S-6'+-AFF II TNI C.I II 10 COUNTER OP.- SCHEDULE Q Q TILE AS - 4 IDS. SCHEDULE STONE COUNTER TOP. 2 BAR FACE TO BE CL W TILE AS SCHEDULE TILE AS 4 . 0 E%ERIOR GRADE 1X4 LL 11 D5.0 W SCHEDULED.REFER 4 --•1� iO DETAILS FOR TILE {D5.0 1 BAR FACE TO BE EXTERIOR GRADE LU _ TO DETAILS FOR TILE +DS. - PATTERNS -__ z T&G VERTICAL PLANK w PATTERNS - 1X4 T&G VERTICAL PLANK WITH WITH INSETS OF INSETS OF WOOD PANELS WOOD PANELS - O REPLICATING EXISTING RAILING REPLICATING EXISTING DESIGN.ALL PAINTED FINISH. RAILING DESIGN.ALL d 57170 PAINED FINISH. BAR GATE --- -•- - PAIN7ED THIN BRICK BPR STEP 6" PAINTED THIN BRICK BAR STEP 6'HIGH ----- HIGH AND 7DEEP. -'- AND T'DEEP. &1050 6 PETE'S CAFE-RESTROOM 7 PETE'S CAFE-RESTROOM r8PETE'S CAFE-SECOND FLOOR BAR 9 PETE'S CAFE-SECOND FLOOR BAR _ -ID4.0: SCALE:1/2"=1'-O" -ID4,0 SCALE:1/2"=1'-0" -ID4.0 SCALE:1/2"=1'-0" -ID4.0 SCALE:1/2"=Y-O" 4 ID4.0 1 1 SCALE nsxoTEo .................. -DRAWN 6Y: lHHfu'JN PROJECT NO.:2022452 052323 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 105 CALABASAS,CA 91302 J 310.570.9144 inb@shep-ae— I I as er,o�..c onwo O HNT XARR15 INTERIORS _ 7POINTE REFER TO ELEVATIONS FOR TILE WAINSCOT ATLANTA, GA 30324 404.492.5997 Digitally Signed PRESIDENT:KELLEY HARRIS Suzann by Suzanne e Jacobs BASE Date: 554396 L Jacobs zozs.os.zz (�a1f� SCHLUTER JOLLY SATIN NICKEL ALUMINUM FRP-I 15:27:51-04�00� _ SCHEDULED TILE BASE 1/8"BACKERBOARD - SCHEDULED CERAMIC WALL TILE B COVE BASE L SCHEDULED MOSIAC TILE ON WALL SCHLUTER DILEX SATIN —EPDXY FLOOR WITH SCHLUTER DILEX SATIN NICKEL ALUMINUM COVE INTEGRAL BASE.EPX-1 NICKEL ALUMINUM COVE BASE BASE OF FZ0 SCHEDULED FLOOR TILE _= SCHEDULED FLOOR TILE SCHEDULED FLOOR TILE + yip ANNE�y o09 y_ ID6962 � � � ��.. - ___ _ .. ... ""___ _,_ __ -_- -__ _ ___ _ __ __ .... ... __-- IN/NTE O•. v 11r.13116' 1 BASE-1 2 BASE-2 3 BASE-3 4 BASE-4 5 B-5 BASE17 BASE-8 IDS.O SCALE:N.T.S. -ID5.0 SCALE:N.T.S. -ID5.01 SCALE:FULL SCALE -ID5.0 SCALE:FULL SCALE 4-ID5.0 SCALE:FULL SCALE 4-ID5.0" SCALE:FULL SCALE 2y' SCHEDULED FRP ASHLAND CR-378 Projection: 5-y , Height:5-1¢ a Atlantic Beach Country Club Approved adhesive a Cove Cap Z-Bar Phase 1 8 SHOE MOULD SM-1 Construction Documents installed to spec. add Selvaac Marina Drive O •IDs.01 SCALR FULL SCALE Atlanlic Beach,Florida 32233 Wall surface h REVISION No. oaT6 .--ON 3 WMt] 90%LD / f. - OS3323 PENMRSET SASE Approved adhesive ~ SSI-396 installed per approved l tuaoflEo{ Spec.option 1,2 or 3. f Protect-All Flooring � „ -y., sslras ,F2 x4,5,6 10 CROWN-2 18 CROWN-3 5.0 SCALE:FULL SIZE 4-ID5.0 SCALE:FULL SIZE f1 Substrate Approved adhesive—1 0% TRIM AT HEAD TO MATCH SIZE I 5,54705•• AND PROFILE PER ROOM 151 fn 12'x 1306' LU AS SCHEDULED 9 CROWN-1 TO MATCHEIZZE AND PROFILEJ 6 BASE-6 7 LL BASE-7 D5.01 SCALE:N.T.S. PER ROOM 151 U- 0 ID5.0 SCALE:N.T.S. -ID5.01 SCALE:N.T.S. < O ..1- '/ __1. PLINTH BLOCK AS SCHEDULED L Q IL PER ROOM 1151 ZE AND PROFILE IL � `^ V I = W Z al--- LLJ NOTE:CASING-1 IS TO 13 CASING-3 ,� , _ „ j I n- MATCH THE PROFILE, SCALE:FULL SIZE - O SIZE ATRO AND THICKNESS AS N lyi ��T c AT ROOM 113 F1J C ja - e TILE 4-05.01 11 CASING-1 12 CASING-2 14 MISC MOULDING MM-1 rl6 MISC MOULDING MM-2 /-15"N TRIM PACKAGE BASIS OF DESIGN 'SbOiE VWOi6*” " -ID5.01 SCALE:FULL SIZE -ID5.01 SCALE:FULL SIZEID5.0 SCALE:FULL SIZE -ID5.0 SCALE:FULL SIZE -ID5.0 SCALE:N.T.S. OMWNBY' mGIJM ...._."..."". ..... PROJECT NO:2011J52 052323 PERMIT SET SHEPPHIRD ASSOCIATES NOTE:CASING ARCHITECTS+ENGINEERS VERIFY VERIFYMAY OCCUR ON VERIFY ARTITIO VERIFY ONE OR BOTH 26560 AGOURA ROAD,SUITE 106 ARTITIO 'NOTE:ALL 'NOTE:ALL ARTITIO SIDES.REFER TO ARTITIO MOULDINGS PAINT MOULDINGS PAINT SCHEDULE OALABACA 91302 GRADE UNLESS NOTED GRADE UNLESS NOTED SCHEDULED 310.fi70,90.9144 mT�shep-ae.com OTHERWISE OTHERWISE 1/2' WOOD CASING. SCHEDULED TILE DIES SCc SCHEDULED WOOD HEDULED WOOD REFER TO FINISH INTO EDGE OF CASING 117 vwx SCHEDULE 1 - SCHEDULED WOOD '�° ` ` µro CASING CASING - CASING HOLLO ry W METAL a cwmwr,©zm�3',wcx�rtcrs.E,..r:cros ` J �Y."OFFSET J /Y."OFFSET FRAME y"OFFSET Yn"HARDWOOD HEAD I Y"HARDWOOD HEAD OOI ULED 0,"HARDWOOD HEAD —DOORSTOP _ HINT L "SCHEDULED DOOR HARRIS INTERIORS 1/J HEAD/JAMB DETAIL2/J HEAD/JAMB DETAIL 3/J NOT USED 4/J HEAD/JAMB DETAIL J5 JAMB DETAIL TILE 7 LENOX POINTE ID5.0 SCALE:11/2"=1'=0' -ID5.0' SCALE:11/2"=I'-G' iD5.0 ID6O SCALE:11/2'=1'=0' -ID5.0 SCALE:11/2"=1'=O' ATLANTA,GA 30324 404.492.5997 PRESIDENT:KELLEY HARRIS VERIFY ARTITIO VERIFY FIROUT ARTITIO SCHEDULED WOOD CASING. REFER TO FINISH SCHEDULESCHEDULED HOLLOW METAL FRAME I/2 WOOD CASING. REFER TO FINISH }"OFFSET SCHEDULE OUBLE ACTING DOOR HOLLOW METAL HINGES CASED OPENING Ft NE�q�a�09 6IJ NOT USED 7/J NOT USED 8/J HEAD/JAMB DETAIL 9/J HEAD/JAMB DETAIL D3.0 ID5.0 ID5.0 SCALE:I1/2"= =0' -ID5.0 0 SCALE:11/2"=1'= ' m IW962 1' Digitally signed Suzann . by Suzanne �f�b,N1EkTQ \ e Jacobs ro n Date: o; Jacobs 2023.05.22 �tl 15:28:17-04'00' VERIFY-3 WIDTH VERIFY VERIFY SCHEDULED DOOR VERIFY VERIFY JAMB WIDTH JAM, B WIDTH, JAMB WIDTH JAMB WIDTH Atlantic— — I DOOR STOP 'FLOORING TRANSITION OCCURS IT UNDER DOOR JAMB FACE SCHEDULED TILE • , SCHEDULED TILE EXTERIOR FLOOR MATERIAL I I EXTERIOR FLOOR MATERIAL Y Atlantic Beach Country Clu¢ SCHEDULED PORCELAIN it DOOR STOP Phase 1 PAVER SCHEDULED DOOR EXTERIOR THRESHOLD. EXTERIOR THRESHOLD. Construction Documents REFERENCE ARCHITECT'S REFERENCE ARCHITECT'S SCHLUTER RENO-T SATIN I JAMB FACE _ 1600 Selva Marina Drive DRAWINGS DRAWINGS NICKEL FINISH SCHLUTER RENO-U SATIN NICKEL FINISH 1 SCHLUTER RENO-TK SATIN NICKEL Atlantic Beach,Florida 32233 I SEALED CONCRETE SCHEDULED CERAMIC TILE I �SEAJLFIDCONCRETE I REVISION I I i CHEDULED TILE. i. { uwnoH L_J� SCHEDULED RESINOUS FLOOR Na. DATE DEs _ _ _ a oaann sox co SEALED CONCRETE TO EXTERIOR, TILE TO RESINOUS FLOOR,UNDER S1 UNDER DOOR S2 TILE TO EXTERIOR, UNDER DOOR S3 TILE TO TILE,UNDER DOOR S4 TILE TO SEALED CONCRETE SS DOOR -ID5.0 SCALE:3"=VAT %Q!O SCALE:3"=I'-0' ID5.0' SCALE:3"=I'-0" ID5.0 SCALE:3-1'-0" D3. SCALE:3"=1'-0" EXISTING PVC DECKING BAR DIE PER D5.0 J_ SCHLUTER RENO-U SATIN NICKEL FINISH Q LRIFEI FLOOR WITH BAR SIDE BAR DIE LU BASE AT BAR SIDE Q SHEET FLOORING J CHITECTS BUILDING SECTION FOR w QUIREMENTS P LL (n Q U (1) C/) a LU S6 EXTERIOR DECK TO SHEET FLOORING d w m ID5.0 SCALE:3"=1'-0" Q T6 Q 11J 4-I D5.02 - ------ ----- 6CME�s non:o DAA'M1N BY: lH7iG'JM -.-_.._"_"_"______-... PROJECTNO.:202b352 0523-23 PERMIT SET SHEPPHIRD INTERIOR OF CABINETS TO BE BLACK ASSOCIATES -- MELAMINE ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 GYP.BD WALL -- - OPEN CABINETS TO HAVE ADJUSTABLE _ SCHEDULED WALL TILE.CABINETS TO SIT :_ _ — -- -- -- _�_— SHELVES WITH SOLID WOOD TRIM ON CALABASAB,CA 91302 TIGHT TO TILE — FACE.ALL AREAS TO BE PAINTED 310.670.9144 info�shepae.mm PAINTED CABINETS WITH FULL HEIGHT LEGS / GYP.BD WALLmmo.vecs AT CORNERS I SOLID WOOD 2-1/2"SQUARE LEGS LINE OF QUARTZ TOP ABOVE i ROUTED TO MOUNT TO CABINETS SCHEDULED WALL TILE.CABINET TIGHT TO TO O TTILEILE `ie I I"%"PAINTED TRIM AT TILE WALL. SCHEDULED TRASH GROMMET-LEFT SIDE - STILE&RAIL DOOR WITH FLAT INSET PROVE CLEAR SEALANT BETWEEN — GROMMET IS CENTERED ON DOOR ml PANEL-TO BE CONSTRUCTED OF PAINT MILLWORK AND TILE WALL AT ALL AREAS. r, (GROMMET IN RIGHT SIDE CABINET IS _ :v GRADE MATERIALS - CENTERED ON BOTH DOORS-SEE PLANS STONE TOP TO RETURN TO WALL REMOVABLE TRASH RECEPTACLE BY OTHERS.------ LINE OF QUARTZ TOP ABOVE HINT PAINTED CASED OPENING INTO KITCHEN. STILE&RAIL DOOR WITH FLAT INSET PANEL. ry r WITH 3/4"X 4-1/2"PAINTED TRIM ON A O R H RRIS INTERI S TO BE CONSTRUCTED OF PAINT GRADE _ - --------------------- SEE HARDWARE SCHEDULE FOR KITCHEN SIDE — ^'^'•"•^'° MATERIALS 1•.12:. y, PULLS/KNOaS DOOR CASING AS SCHEDULED 7 LENOX POINTE INTERIOR OF CABINETS TO BE BLACK _ 1 ATLANTA,GA 30324 MELAMINE - •• ---- o PROVIDE CLEAR SEALANTAT ALL SEAMS LINE OF QUARTZ TOP SEAM12Y, m 404-492.5997 BETWEEN CABINETS/STONE TOP AND ALL EXPOSED AREAS PAINTED PRESIDENT:KELLEY HARRIS SOLID WOOD 2-1/2"SQUARE LEGS ROUTED TILED WALL TO MOUNT TO CABINETS ' 4 ADJUSTABLE SHELVES WITH 5 L _______ _ - __ _ _ WOOD TRIM ON FRONT.INSTALL ON ri• 1a- SEE HARDWARE SCHEDULE FOR PULLS/KNOBS I T - 1.- r-s3:' ROUND SHELF PINS DADO ROUTED INTO x 9Y p-0• �..___ z SHELF TO HOLD SHELVES IN PLACE PROVIDE CLEAR SEALANT AT ALL SEAMS 4'-a• BETWEEN CABIN STONE TOP AND TILED SCHEDULED QUARTZ STONE TOP BECABILOWET WALL z-s• a•-5• - IS CONTINUOUS UNDER UPPER N MITER OUTSIDE CORNERS 9'-10•QUM TOP 7-9'MILLWORK 1 SECTION-SERVICE COUNTER AT PETE'S CAFE 2 HORIZONTAL SECTION-SERVICE COUNTER AT PETE'S CAFE ID5.0 SCALE:1-1/2'=1'-0' 15.0 SCALE:11/2"=1'=0' Suzanne Digitally signed by �oTFZD�/ CABINET HARDWARE Suzanne Jacobs N962 9 Date:2023.05.22 W962 Jacobs 15:28:43-04'00' R � �^/NTER11� GYP.BD WALL CABINET DOOR PULLS SOFT CLOSE CONCEALED HINGES MANUFACTURER:COLONIAL BRONZE MANUFACTURER:BLUM SCHEDULED WALL TILE.CABINETS TO SIT ITEM#:171 TRANSITIONAL KNOB ITEM:BLUMOTION,CLIP HINGE 110 DEGREES TIGHT TO TILE SIZE:]-]/8"DIAMETER X]"PROJECTION FINISH"OIL RUBBED BRONZE,USIOB DRAWER GLIDES SCHEDULED 3CM QUARTZ COUNTERTOP _ MANUFACTURER:ACCURIDE WITH STRAIGHT EASED EDGES OVER 2 CABINET DRAWER PULLS ITEM:MEDIUM DUTY,FULL EXTENSION SOFT CLOSE LAYERS OF a'MARINE GRADE SUBSTRATE MANUFACTURER:COLONIAL BRONZE SCHEDULED TRASH GROMMET ITEM#:663 CAM LOCKS SIZE:4.000"OC.0.9375"PROJECTION MEDIUM DUTY,OIL RUBBED BRONZE US10B FINISH,KEYED ALIKE z-' OIL RUBBED BRONZE HARDWARE WITH FINISH"OIL RUBBED BRONZE.US10B 9• 1a- LOCKS ON ALL DOORS STILE&RAIL DOOR WITH FLAT INSET PANEL Allandc Beach - TO BE CONSTRUCTED OF PAINT GRADE MATERIALS REMOVABLE TRASH RECEPTACLE BY OTHERS z-s INTERIOR OF CABINET TO BE WHITE Atlantic Beach Country Club x, MELAMINE Phase 1 x 1Y +II SOLID WOOD 2-I/2"SQUARE LEGS BEYOND CDnswDlionDDcuments SCHEDULED WALL TILE CUSTOM OIL RUBBED BRONZE FERRULES16DO Selva Marina Drive INTEGRAL PAINTED BASE Atlantic Beach,Florida 32233 TOP OFPAINTEDCABINET TO BE FINISHEV AND SEE HARDWARE NOTES FOR PULLS/KNOBS REVISION N0. OtTE OES lT.. PROVIDE CLEAR SEALANT AT ALL SEAMS BETWEEN CABINETS/STONE TOP AND TILED PAINTED CROWN TRIM 1B .' WALL s 95anxs soam - MM-2 D4-S.OI 9szsxs PERMIT SET — GYP.BD WALL TOP OF CASINETTO BE FINISHED AND SCHEDULED WALL TILE.CABINETS TO - PAINTED IT TIGHT TO TILE +— ALL EXPOSED AREAS PAINTED �• 1 PAINTED CROWN TRIM 18 MM-22 D4-5.01 � PAINTED FIN WALLS AT SHELVES-SEE D4-5.0 .. ALL EXPOSED AREAS PAINTED 5 SECTION-TRASH RECEPTACLE AREA AT PETE'S CAFE 3 4 ADJUSTABLE SHELVES WITH SOLID -ID5.0- SCALE:11/2"=1'=0" PAINTED MILLWORK SHELVES BEYOND WOOD TRIM ON FRONT.INSTALL ON ROUND SHELF PINS DADO ROUTED INTO SHELF TO HOLD SHELVES IN GYP.BD WALL DOOR CASING AS SCHEDULED PLACE ON PIN SCHEDULED WALL TILE.CABINETS TO SR TIGHT TO TILE PAINTED CASED OPENING INTO ! SCHEDULED 3CM QUARTZ KITCHEN W 17H 3/4"X 41/Z'PAINTED COUNTERTOP WITH STRAIGHT EASED TRIM ON KITCHEN SIDE EDGES OVER 2 LAYERS OF a MARINE GROMMETS IN COUNTER FOR ACCESS TO GRADE SUBSTRATE UNDERCOUNTER POWER-OIL RUBBED PAINTED TRIM BELOW STONE - BRONZE FINISH.FIELD VERIFY WITH CLUB x..g OIL RUBBED BRONZE HARDWARE COUNTER AND FOOD SERVICE DRAWINGS SCHEDULED GCM QUARTZ WITH LOCKS ON ALL DOORS SCHEDULED 3CM QUARTZ COUNTERTOP x'-r COUNTERTOP WITH STRAIGHT EASED x•-r WITH STRAIGHT EASED EDGES OVER 2 EDGES OVER 2 LAYERS OF 3'MARINE 3. ra• 0• y- z-r ATc Tree courvTeR LAYERS OF,'MARINE GRADE SUBSTRATE 1 s GRADE SUBSTRATE x.3. STILE&RAIL DOOR WITH FLAT INSEE 2'.9•gT QOFFEErvOGORT LO RUBBED BRONZE HARDWARE WITH W r-s• 2 ADJUSTABLE SHELVES WITH SOLID r-s• PANEL-A BE CONSTRUCTED OF LOCKS ON ALL DOORS LL < WOOD TRIM ON IELVESFRONITHSINSTALL ON PAINT GRADE MATERIALS 9' Q ROUND SHELF PINS DADO ROUTED STILE&RAIL DOOR WITH FLAT INSET PANEL- W J INTO SHELF TO HOLD SHELVES IN _ - - - _ - TO BE CONSTRUCTED OF PAINT GRADE C� PLACE ON PIN r INTERIOR OF CABINET TO BE WHITE MATERIALS Q MELAMINE INTERIOR OF CABINET TO BE WHITE 1,Q 1-1/2"WIDE VERTICAL SUPPORT MELAMINE 2 lu W BEYOND SOUD WOOD 2-1/2"SQUARE LEGS - - 4"WHITEMELAMINESHELVES ON HEAVY a W BEYOND WHITE OF HEAVYNDUTYEMETALL ON OJT CENTERED ON SHELF FOR WIRE ROViDE"U" ED CUT a PAINTED WOOD SIDE PANEL MANAGEMENT-PROVIDE ADDITIONAL SOLID WOOD 2-1/2'SQUARE LEGS ROW OF SHELF SUPPORTS AT 2'-9"CABINET CUSTOM OIL RUBBED BRONZE BEYOND b !• OUTLET PER ELECTRICAL&FOOD SERVICE FERRULESDRAWINGS _ CUSTOM OIL RUBBED BRONZE FERRULES SOLID WOOD 2-1/2'SQUARE LEGS BEYOND _ PAINTED RECESSED BASE,FILL GAP - CUSTOM OIL RUBBED BRONZE FERRULES BETWEEN LEG&KICK Y' PAINTED BASE FILL GAP BETWEEN LEG '/.' &KICK - PAINED BASE SEE HARDWARE NOTES FOR y SEE HARDWARE NOTES FOR SEE HARDWARE NOTES FOR PULLS/KNOBS 1 PUL S/KNOBS �T x PULLS/KNOBS PROVIDE CLEAR SEALANT AT ALL PROVIDE CLEAR SEALANT AT ALL SEAMS SEAMS BETWEEN CABINETS/STONE PROVIDE CLEAR SEALANT AT ALL BETWEEN CABINETS/STONE TOP AND TILED TOP AND TILED WALL SEAMS BETWEEN CABINETS/STONE WALL a � TOP AND TILED WALL >. 4-05.03 3 SECTION-SERVICE COUNTER AT PETE'S CAFE 4 SECTION-DISPLAY AT FETE'S CAFE 6 SECTION-COFFEE/YOGURT COUNTER AT PETE'S CAFE �^.UM -_._._----- ID5.0 SCALE:11/Z'=I'=0' -105.0 SCALE:11/2"=V=D' -105.0 SCALE:11/2"=1'=0" -BRWEL11_LHMC,7M PROdE(TNO.:2012-362 M23123 PERMIT SET SHEPPHIRD 1X6 SHIPLAP WOOD WALL ON GYP.BD. ASSOCIATES 2 GROMMETS IN COUNTER FOR ACCESS TOARCHITECTS+ENGINEERS UNDECOUNTER POWER-OIL RUBBED SCHEDULED QUARTZ COUNTERTOP 26560 AGOURA ROAD,SUITE 106 BRONZE FINISH.FIELD VERIFY WITH CLUB AND FOOD SERVICE DRAWINGS SCHEDULED QUARTZ BACKSPLASH CALABASAS,CA 91302 SCHEDULED QUARTZ COUNTERTOP WITH 3 310.670.9144 inlo@shepae 1 SHAPED RETURN.MOUNT RETURN 1"FROM ID5.0 SCHEDULED QUARTZ SHAPED SIDE RETURN. -- EDGE OF COUNTER-SEE ENLARGED DETAIL - /—MOUNT RETURN I"FROM EDGE OF SCHEDULED 3CM QUARTZ COUNTERTOP COUNTER s-v WITH STRAIGHT EASED EDGES OVER 2 '`3, c �ip z�°�.s,.ac,xrt<rs'rmwrcxs " - LAYERS OF j'MARINE GRADE SUBSTRATE - T ,� OIL RUBBED BRONZE HARDWARE WITH 1116 SHIPLAP WOOD WALL ON GYP.BD. LOCKS ON ALL DOORS ss _ STILE&RAIL DOOR WITH FLAT INSET PANEL HINT 1° PROVIDE CLEAR SEALANT AT ALL SEAMSp TO BE CONSTRUCTED OF PAINT GRADE 3CM HARRIS INTERIORS BETWEEN CABINET/STONE TOP AND 0; +,I MATERIALS '�" SHIPLAP WALL-CUTBASEADSHOE --- MOULD FOR LEGS TO SIT TIGHT TO WALL INTERIOR OF CABINET TO BE WHITE � MELAMINE 7 LENOX POIhTIf PROVIDE L"SHAPED CUT OUT CENTERED • ; _ , ATLANTA,GA 30324 ON SHELVES FOR WIRE MANAGEMENT �'WHITE MELAMINE SHELF ON HEAVY DUTY 404.492.5997 •I I METAL PINS PROVIDE"U"SHAPED CUT OUT PRESIDENT:KELLEY HARRIS STILE 8 RAIL DOOR WITH FLAT INSET PANEL ��++ CENTERED ON SHELF FOR WIRE TO BE CONSTRUCTED OF PAINT GRADE 41 _ _ MANAGEMENT 3 PLAN-SIDE RETURN AT SERVICE STATION MATERIALS ' INTERIOR OF CABINET TO BE WHITE DRA NGS MOUNTED INC BIOUTLET PER ELECTRICAL& NET ICE ID5.0 SCALE:I I/2"=1'=0" MELAMINE ` --` SOLID WOOD 2-1/7SQUARE LEGS BEYOND SOLID WOOD 2-1/2"SQUARE LEGS.TOP OFx- LEG 2:"SQUARE CUSTOM OIL RUBBED BRONZE FERRULES LINE OF QUARTZ TOP ABOVE PAINTED BASE-FILL GAP BETWEEN LEG& - , RECESSED KICK _ , ' SEE HARDWARE NOTES FOR PULLS/KNOBS •, � �� SEE HARDWARE NOTES FOR PULLS/KNOBS ' PBD.WALL I = X6SOLID WOOD SHIPLAP BOARDS __________________________________________________________________ EXTERIOR BAR SERVICE STATION TO BE PROVIDE CLEAR SEALANT AT % BETWEEN CABINET/STONETOPLAND SEAMS - LL'�LJ CONSTRUCTED OF MARINE GRADE,WATER RESISTANT MATERIAL SHIPLAP WALL ALL EXE'GAP SEAMS ALL POSED SURFACES TO BE _ PAINTED. EXTERIOR BAR SERVICE STATION TO BE START WITH FULL BOARD AT BOTTOM tiE OF FZ pPj CONSTRUCTED OF MARINE GRADE,WATER OF CRO WN y�P,aNs'"o v RESISTANT MATERIAL STAGGER BUTT JOINED SEAM ON WALL " 106962 1 SECTION-SERVICE STATION AT PETE'S CAFE AND BAR 2 SECTION-SERVICE STATION AT PETE'S CAFE AND BAR -ID5.0 SCALE:11/T=1'=O' -ID5.0. SCALE:11/7'=1'=0" S+N;ERtO f Digitally signed Suzann by Suzanne Jacobs '~ e Jacobs Date:2023.05.22 15:29:15-04'00' GYP.BD WALL s`g 7 ENLARGED SECTION AT SHIPLAP PAINTED SHIP LAP WOOD WALL.WOOD DIESf -ID5.0 SCALE:3"=1'-0' Atlantic Beach INTO INSIDE CORNER BETWPROVIDE CLEAR SEALANT AT ALL SEAMSEEN CABINETS AND WOODITILED WALL .H " Atlantic Beach Country Club SCHEDULED WALL TILE.CABINETS TO SIT Phase 1 TIGHT TO TILE.TILE DIES INTO INSIDE CORNER Construction Documents PAINTED UPPER CABINET _ 1600 SeIVa Marina Drive LINE OF CROWN ABOVE 1 TOP OF CABINET TO BE FINISHED AND Atlantic Beach,Florida 32233 PAINTED PAINTED WOOD TOP •�y�,y;_4______ _____________________________-- I REVISION 2q'TOP LEG VI 1 STILE&RAIL DOOR WITH FLAT INSEE PANEL. � PAINTED CROWN TRIM I B no. ogre o6scwanon TO BE CONSTRUCTED OF PAINT GRADE 3.-1_ MM-2 D4-5.01 MATERIALS INTERIOR OF CABINETS TO BE WHITE 1X8 SHIPLAP WOOD WALL ON GYP.BD. APRON a py==s —IT— MELAMINE weNSErMELAMINE LINE OF COUNTERTOP STILE&RAIL DOOR WITH FLAT INSET PANEL 2,"LEG TO BE CONSTRUCTED OF PAINT GRADE SEE HARDWARE NOTES FOR PULLS/KNOBS MATERIALS 4 SECTION-UPPER STORAGE AREA AT IDETE'S CAFEWHITE I IDS. SCALE:11/2"=V=0' D3UTY METAL P NS MINE SHELVES ON HEAVY INTERIOR OF CABINET TO BE WHITE MELAMINE T �DGENTED WOOD TOP WITH HARDWOOD 8 ENLARGED DETAIL AT APRON/LEG "j •ID5.0 SCALE:3"=1'-0' OIL RUBBED BRONZE HARDWARE WITH 1,�• LOCKS ON ALL DOORS-KEYED ALIKE STILE&RAIL DOOR WITH FLAT INSET PANEL TO BE CONSTRUCTED OF PAINT GRADE MATERIALS - - - INTERIOR OF CABINET TO BE WHITE GYP.BD WALL 'c I MELAMINE PAINTED SHIP LAP WOOD WALL.WOOD DIES PROVIDE S EWHITE MELAMINE SHELF ON HEAVY CABINET HARDWARE ILLJ INTO INSIDE CORNER LL PAINTED CABINET WITH FULL LEGS AT I SOLID WOOD 2-1/7'SQUARE LEGS BEYOND �--- Q EXPOSED CORNERS - I,LI < J SCHEDULED WALL TILE.CABINETS TO SIT CUSTOM OIL RUBBED BRONZE FERRULES CANUFACBINET O RER:CPULLS < Q TIGHTTO TILE.TILE DIES INTO INSIDE CORNER MANUFACTURER:COLONIAL BRONZE PROVIDE CLEAR SEALANT AT ALL SEAMS ITEM#:171 TRANSITIONAL KNOB = LLI w BETWEEN CABINETS AND WOOD/TILED WALL RECESSED BASE ILL GAP BETWEEN LEG& SIZE:I-I/8"DIAMETER X I'PROJECTION a FINISH"OIL RUBBED BRONZE,USI OB I.I.I LINE OF WOOD TOP ABOVE , a STILE&RAIL DOOR WITH FLAT INSET PANEL. _ ,7. SEE HARDWARE NOTES FOR PULLS/KNOBS CABINET DRAWER PULLS TO BE CONSTRUCTED OF PAINT GRADE MANUFACTURER:COLONIAL BRONZE MATERIALS ---------------------------------- z d BETWEEEN CABINET AND SHIPLAP WALLS ITEM 663 �4 i___ INTERIOR OF CABINETS TO BE WHITE - SIZE:4.000'OC.0.9375"PROJECTION MELAMINE FINISH"OIL RUBBED BRONZE,US10B SOLID WOOD 2-1/2"SQUARE LEGS ROUTED SOFT CLOSE CONCEALED HINGES TO MOUNT TO CABINETS MANUFACTURER:GLUM SEE HARDWARE NOTES FOR PULLS/KNOBS ITEM:BLUMOTION,CLIP HINGE 110 DEGREES DRAWER GLIDES MANUFACTURER:ACCURIDE 5 SECTION-LOWER STORAGE AREA AT PETE'S CAFE 6 SECTION-STORAGE AREA AT PETE'S CAFE ITEM:MEDIUM DUTY.FULL EXTENSION SOFT CLOSE - -ID5.0 SCALE:11/2"=1'=0' ID5.0 SCALE:11/2"=1'=0" CAMLOCK5 4 I D5.04 MEDIUM DUTY,OIL RUBBED BRONZE US 10B FINISH.KEYED ALIKE SCALE:As xor<o . .................. DRAWN BY:tHMGIJM PROJECTNO.:2022-352 05-2123 PERMIT SET SHEPPHIRD ASSOCIATES 15'-4" LIGHT STRIP FIXTURE RECESSED INTO PLY W DOD ARCHITECTS 4 ENGINEERS s SCHEDULED 3CM QUARTZ COUNTERTOP WITH PURSE HOOK:IVES BY SCHLAGE#5BOA3 IN POLISHED 26560 AGOURA ROAD,SUITE 106 os.D BUILT-UP,SHAPED EDGE OVER 2 LAYERS,- STRATE CALABASASCA 91302 ','MARINE .___________________________________________� BRASS,2'-0'O.C. , L- _____-"' -----------------------" GRADE SUB--� z,3- USE PLUG-MOULD COLOR WHITE RECESSED INTO X310.670.9144 infD�shepae.cam Ir L_ ___________________________ ____� DRINK RAIL TO BE CLAD WITH PREFABRICATED 18 I PLYWOOD GAUGE 304 STAINLESS STEEL WELL AND I ---------------------------------� SEALED/CAULKED IN PLACE TO PREVENT WATER I POWER SOURCE FOR STRIP LIGHTINGANDUSB I 1 I PENETRATION.KEGWORKS DR-SQ RAIL OR EQUAL.' ry PLUG-MOULD TO BE LOCATED ON SERVICE SIDE OF _ rmnou� "e vxua 1 BAR AND HELD TIGHT TO BAR TOP.ALL ELECTRICAL I I LINE OF BAR STEP DIES INTO DIE WALL PAINTED SOLID WOOD TRIM ' WIRING CONNECTIONS TO STRIP LIGHTING SHOULD .urcaaE.rs.c�„+.cEPs e I < C ROUTED THROUGH BARSURTOPAND BO COPiPi4a�e�z� 1 SUPPORT BAR TOP WITH STEEL ANGLE IRON SECURED CONCEALED.NO VISIBLE JUNCTION BOXES.DRIVERS I I I 1 3'-6"HIGH BAR TO BE SCHEDULED 3CM TO BAR STRUCTURE. OR OTHER ELECTRICAL CONNECTIONS TO BE VISIBLE I STONE WITH EASED EDGES ON 2 LAYERS OF ,e;e• I BELOW BAR. I MARINE GRADE SUBSTRATE � �• � t, SOLID WOOD APRON WITH COVE EDGE H IN T 1 Z i PAINTED MILLWORK BAR DIE BELOW 5 BLOCK AND FRAME DIE WALL AS REQUIRED, HARRIS INT ER10 R5 0 0 31 BAR GATE WITH ED EDGE AT TOP FOR - � I SWING-GATE TOO HAVE DOUBLE ACTING PAINTED WOOD TRIM IN TRELLIS DESIGN WITH 7 LENOX POINTE HINGE WITH HOOK AND EYE LATCH VERTICALTONGUE AND GROOVE 1X4 PLANK ATLANTA,GA 30324 404.492.5997 I SERVICE SIDE OF BAR TO RECEIVE SCHEDULED F.R.P. PAINTED:'MARINE GRADE PLYWOOD I I OVER;•MARINE GRADE PLYWOOD _ PRESIDENT:KELLEY HARRIS WOOD TRIM AT TOP AND BOTTOM OF BAR FACE 1 STAINLESS STEEL DRINKRAIL ON 3 SIDES ""�-� WITH COVE EDGE SCHEDULED TILE BASE 3Y' THIN VENEER CORNER BRICK FOOTRAIL WITH I 1 1 LINE OF FOOTRAIL BELOW LATICRETE MODIFIED THINSET MORTAR.SIZE& 1 1 I TEXTURE OF BRICK TO MATCH CLUBHOUSE PAINTED 1 L I i T• BRICK.PAINTBRICK WITH MASONRY PAINT TO ALL MILLWORKTO BE CONSTRUCTED OF MATCH BAR I EXTERIOR TRIM 1 i----------------�---"----- -- I MARINE GRADE.WATER RESISTANT L r_ __----------- MATERIAL. CEMENT ERBOARD __ __-� MARINE GRADE PLYWOOD - RUNNING BOND THIN BRICK VENEER SOLID LOCKING SECURED THROUGH FLOORING. ` 2 SECTION-BAR AT PETE'S CAFE I << a� 1 PLAN-PETE'S CAFE 2ND FLOOR BAR DS. SCALE:Iug-=T=D" OF Ft �pPOE �9 4-IDs.o SCALE:1/2'=1'47 Io69G2 m' DOUBLE ACTING BAR GATE WITH ROUNDED ENDsrF��! BLOCK AND FRAME DIE WALL AS REQUIRED. NTER10 SCHEDULED 3CM QUARTZ COUNTERTOP WITH PAINTED WOD TRIM IN TRELLIS DESIGN m w BUILT-UP,SHAPED EDGE OVER 2 LAYERS OF'" MARINE GRADE SUBSTRATE ,,,, SERVICE SIDE OF BAR TO RECEIVE SCHEDULED F.R.P IT- I{ FULL HEIGHT WOOD TRIM TO SECURE GATE OVER"PLYWOOD. `" „:;;�;", INTO. SCHEDULED TILE BASE AT BACKBAR -- — - a-- SCHEDULED 3CM QUARTZ COUNTERTOP WITH PAINTED WOOD TRIM ON BAR SIDE TO BUILT-UP.SHAPED EDGE OVER 2 LAYERS OF q MITER TIG AT CORNER RETURN AND DIE INTO WOOD TRIM MARINE GRADE SUBSTRATE eE�� TONGUE AND GROOVE V-GROOVE SLATS 4 FULL STONE APRON TO RETURN AND DIE INTO s- • MILLWORK E COR ER NDEV5 FULL ATIONSLATS BETWEEN s a -` WOOD TRIM BLOCK AND FRAME DIE WALL AS REQUIRED. ' I ° a SHAPED WOOD TRIM ON BOTH SIDES OF BAR SHAPED TRIM BELOW TO RETURN AND DIE INTO WOOD TRIM SERVICE SIDE OF BAR TO RECEIVE SCHEDULED F.R.P. WOOD TRIM END CAP OVER q'PLYWOOD. I SHAPED BASE BELOW DIES INTO BAR STEP FOOTRAIL AT BAR SIDE WITH BRICK MITERED AT BAR ACCESS GATE TO BE SOLID WOOD TONGUE AND GROOVE V-GROOVE SLATS CORNER STILE/RAIL WITH FLAT PANEL.HANG GATE Atlantic Beach Counhy Club - ON HEAVY DUTY DOUBLE ACTING BARREL I PAINTED WOOD TRIM IN TRELLIS DESIGN HINGES.SUPPORT IN DIE WALL AS REQUIRED. SHAPED WOOD TRIM WITH EDGE COVE AT BASE _ j Phase 1 SECURE HINGED DOOR INTO TRIM AND PAINTED;'MARINE GRADE PLYWOOD Construction Documents BLOCKING IN BAR DIE FOR SUPPORT. SHAPED W OOD TRIM BASE TO RETURN AND SCHEDULED TILE BASE LINE OF BARTOP 1600 Seaa Manna Drive DIE INTO WOOD TM. RIM I Atlantic Beach,Florida 32233 SCHEDULEDTILEBASEONBARSIDETO I REVISION RETURN AND DIE INTO WOODTRIM IDES no DATE CRIP11013 Suzann Digitally signed by e Suzanne Jacobs 3 013033 .%CD I Date:2023 05 22 �S3Y29 PERMIT e Jacobffi S15:29:45-04'00' 3 SECTION-BAR GATE AT PETE'S CAFE (_41 SECTION-BAR AT PETE'S CAFE 5 SECTION-CORNER DETAIL AT BAR ID5.0 SCALE:11/7'=1'=0" -ID5.0 SCALE:11/2"=1'=0' -ID5.0" SCALE:11/7'=1'-0' .TOP TO BE SCHEDULED 3CM STONE 2-LAYERS OF 2"MARINE GRADE PLYWOOD SUBSTRATE 2'-3" 3CM SHAPED STONE BAR NOSING CABINET HARDWARE 3'-6"AFFQ USB PLUG-MOULD,COLOR WHITE T RECESSED INTO PLYWOOD-PAINT w L) J N UNDERSIDE OF BAR TOP TO MATCH CABINET DOOR PULLS U) Q PAINTED WOOD TRIM IN TRELLIS Y BAR DIE. MANUFACTURER:COLONIAL BRONZE Q DESIGN IN I"X2"TRIM DRINK RAIL TO BE CLAD WITH PREFABRICATED IS y;• PSTEEL 4,URSE HOOK:IVES BY SCHLAGE ITEM#:171 TRANSITIONAL KNOB = W tf J MITER TRIS MARINE GN GAUGE 304 SEALED/CAULKEDET N PLACE I ly"I 1••IY,' PILYWOTOD FIX580AI 16 IN OTIURE RECESSED INL RUBBED FO O SIZE:1-118"DIAMETER%I"PROJECTION IZ w Q WELL AND O.C. FINISH"OIL RUBBED BRONZE,USI OB GHT RIP PEN �p PAINTED MARINE GRADE PLYWOOb BEHIND TRIM CABINET DRAWER PULLS I'X V FRAME SCUPPER RAIL OR EQUAL. MANUFACTURER:COLONIAL BRONZE ' POWER SOURCE FOR STRIP LIGHTING PAINTED WOOD TRIM ON yE E AND USB PLUGMOULD TO BE ITEM#:663 SERVICE SIDE LOCATED ON SERVICE SIDE OF BAR SIZE:4.000"OC.0.9375"PROJECTION AND HELD TIGHT TO BAR TOP.ALL FINISH"OIL RUBBED BRONZE.LIST OB ELECTRICAL WIRING CONNECTIONS TO STRIP LIGHTING SHOULD BE ROUTED THROUGH BAR SUB TOP AND SOFT CLOSE CONCEALED HINGES CONCEALED.NO VISIBLE JUNCTION MANUFACTURER:BLUM BOXES,DRIVERS OR OTHER ELECTRICAL ITEM:BLUMOTION,CLIP HINGE 110 DEGREES CONNECTIONS TO BE VISIBLE BELOW BAR. DRAWER GLIDES 6 SECTION-MILLWORK PANEL AT BAR 7 ENLARGED SECTION BAR TOP MANUFACTURER:ACCURIDE D5.0 SCALE:11/7'=V=0" ID5.04 SCALE:3'=V-0" ITEM:MEDIUM DUTY,FULL EXTENSION SOFT CLOSE _ CAM LOCKS 4-I D 5.0 5 MEDIUM DUTY,OIL RUBBED BRONZE USI OB FINISH,KEYED ALIKE -_SCALE:AsnrnEn DVAM. ..V 6Y: I...IA PROJECT NO..2022352 0S2323 PERMIT SET SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 10B I5�X SOLID WOOD FRAME- CALABASAS,CA 91302 SEC 3'INTO FLOOR AND CEILING P 310.670.91" info@shep- mm I}'X 1"SOLID WOOD TRIM _ _ x «soon F�'AXn3�'HORIZONTAL SOLID WOOD 2.0- aoC socsxH°�s..acsnc:�s+u.,n_eas �5,{X I}}SOLID WOOD FRAME AT VSALL.SECURE INTO WALL ALL EXPOSED SURFACES TO BE H I N T PAINTED TO MATCH EXTERIOR TRIM. HARRIS INTERIORS _ COLOR PER ARCHITECTS SCHEDULE 7 LENOX POINTE x rA 3' ]' ATLANTA,GA 30324 3' - 404.492.5997 PRESIDENT:KELLEY HARRIS GCTOSCREEN WITH OF C COORDINATE ATTACHMENT OF SCREEN WITH EXTERIOR FINISH VIF OF SCREEN WITH EXTERIOR FINISH CONDITIONS CONDITIONS 1 SECTION MILLWORK TRELLIS AT BAR AND SCREENC2:)PLAN-MILLWORK SCREEN AT BAR RESTROOMS ID5.0 SCALE:11/2"=1'=0" IDS. SCALE:1112'=1'=0" tS,Of F(C ylQ';aNE.rq o('J9 eF , ID6962 m n VERIFY CEILING HEIGHT f` INTER\C Suzanne Digitally signed by Suzanne Jacobs Date:2023.05.22 _ Jacobs 15:30:06-04'00' xw o� �.Q Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive T %RESOLID WOOD FRAME- SECUTO STRUCTURE ABOVE AOanGC Beach Plodda 32233 FINISHED CEILING REVISION i na. m1E �srmm�OR 5 SCREEN TO MOUNT UNDER THE CROWN MOULDING-MATCH/PATCH ] Qsaas] sox co CROWN AT NEW WAILS TYPICAL � osxsz] aerwiT SET 1"X I"SOLID WOOD TRIM-PAINT 5 G=}}RADE FkAME33;;{HORIZONTAL SOLID WOOD o WALL.aSECOURE INTO WOOD ALL MEAT 4 DETAIL-WAINSCOT WALL TILE LAYOUT LIE �ID5.0 SCALE:1-1/2=I'cr' $,"X SOLID WOOD FRAME- SECURE INTO FLOOR ALL EXPOSED SURFACES TO BE PAINTED TO MATCH EXTERIOR TRIM COLOR PER ARCHITECTS SCHEDULE EXTERIOR WALL WITH SHINGLES W s PLYWOOD SHEATHING //��\ Q SCHEDULED QUARTZ BACKSPLASH WITH w U _j Y J :)�I SHAPED RETURN.MOUNT RETURN I'FROM o-yS EDGE OF LEDGE-SEE ENLARGED DETAIL Q (A SCHEDULED 3CM QUARTZ LEDGE WITH Z Uj W STRAIGHT EASED EDGES OVER 2 LAYERS OF 0- I— Q MARINE GRADE SUBSTRATE W • PAINTED WOOD APRON WITH HALF BEAD 101— ON FRONT AND SIDES OF LEDGE 'v PAINT UNDERSIDE OF LEDGE AND BRACKET SUPPORT BAR TOP WITH STEEL ANGLE IRON SECURED TO STRUCTURE IN WALL z2,-5" MILLWORK TO BE CONSTRUCTED OF MARINE GRADE.WATER RESISTANT MATERIAL 3 SECTION-MILLWORK SCREEN AT BAR RESTROOMS (LEFT SCREEN SHOWN) 5 SECTION-LEDGE OVER SERVICE STATION AT BAR D5.0 SCALE:11(2"=1'=0' -ID5.0 SCALE:11/2"=1'=0" 4-I D5.06 ..-""T ---------SCALE:noo ................. DRAWNBY: LH0IG;JM PROJECT NO.:2022-752 OS2M3 PERMIT SET