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ABCC Docs (Youth Pavilion) ABBREVIATIONS S H E P P H I R D WOOD ASSOCIATES GENERAL CODCOD IDE51 REINFORCEMENT ABT ABOUT 1Eq ExlsnrvG 1. WOOD FRPMINWNUM ALLOWABLE EBNDIN N ST2 KIDRESS SHALL AX MOISTURE CONTENT)OR ACI AMERICAN CONCRETE INSTITUTE EACH ARCHITECTS+ENGINEERS 1. NO SPECIFIC D INYREFERENCEDSTANOANDSPECIFICCON MANUAL OR CODE(WHETHER OR 1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 1. REINFORCING STEEL SMALL CONFORM TO ASTM A615.GRACE BO,UNLESS NOTED OTHERWISE. EOUNALENT MINMUM ALLOWABLE BENDING STRESS SHALL BE PER NOS. APDL ADDITIONAL EF EACHFACE AFFECT! ITOCH NGETH DUTIES BAND RESPONSIBILITIES ESEN SIBI THE CONTRACTDO CONTRACTOR.DESIGN AMSC AMERICAN INSTITUTE OF STEEL CONSTRUCTION EL ELEVATION CALBASAS,CA OAD,9130 SUITE 106 PROEIETOCHANGETXE OMY ANOEIROSULIANT,AGENTS.CONTRACTOR.DESIGN 2020 FLORIDA BULLDING CODE TT11 EDITION 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND HAVE MINIMUM SIDE AND END LAPSOFO'. 2. PARALLEL STRAND LUMBER IPSL)SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES ALT ALTERNATE END ELECTRICAL CAIABASA$,CA 91302 PROFESSIONALSUPPLIER,OR DOOF CUMENTS. CONSULTANTS,AGENTS.OR VETO ASSIGN S(GEES FROM THOSE APPSO% APPROXIMATE END ENGINEER SET FORTH INTHE CONTRACT OF TH.NOR SHALL)TBEIONAL F RECORD'S CON THE DESIGN 2. GRAVITYLOA03 3. WRS DRAWINGS WHICH MTTHEREINFORCINOBAIt LEVE ONS.ND CEMENT. BEAMS-SENDING MODULUS OF 2900 PSI ARCH AMERICN SOCIETY ED O ENGEOF EER OF 8310.670.9144 WCI.S@fihCP-dC.DNO PROFES,OR REFS MY DUTY OF THEDESIGNTOSUPERVISE OR RECTTHE CONSULTANTS, WRRILSISN T ACCEPTABLE. REINFORCEMENT WITNQUTAOEQUATE SECTIONS,ELEVATIONS,ANO - BEAMS-MODULUS OF ELASTICITY 2000 P51 ASCE AMERICAN SOCIETY FOF CRTELENGINATE EDS ENGINEEROFwsrasa AGE NTSOR CE OF THE WO ORANYDUTHORAUT03UPERVISE ORTAE RESPOUIBIUTING OR 21 UNIFORM FLOOR LIVE LOADS REDUCED AS ALLOWED BY THE BUILDING CODE): DETAILS IS NOT ACCEPTABLE. ASTM AMERICAN SOCIETY F SOCIETY MATERIALS E.S EDGE OF SAAB PERFORMANCEOFTHEWORKORMTHEMWRAUTHDRRYTOUNDERTAItE RE5PON51BIUTIES PROVIDE PSLPWS(PRESERVATNE TREATMENT)WHERE INDICATED OTHE DRAWINGS. AWS AMERICAN WELDING SOCIETY EO EQUAL CONTRARY TO THE PROVISIONS OFTHE CONTRACT DOCUMENTS. SLAB ON GRADE IOD PSF 4, REINFORCEMENT CEMESHALL BE TSHAU-SBIBE PLICED DACEWITH ACI IONS SHOWUNLESN RNOTEDNOTED THE HE ST EQUIP EQUIPMENT nKavrr�mlon ROCUMENTS,EX EPTR REINFORCEMENT ARKED'CONTINU 0- O CAN NOTED INT AT HE STRUCTURAL 3. PURMAX-MOAND�ISTURE ROOF NT)KING OR EQUIVALENT. MINIMUM ALLOWABLE OSOLITNDIN STTINE.SSO. H.D.(BE B BOTTOM OF EW EACH WAY AN- 2. CONTRACT DOCUMENTS INCLUDE,BUT DO NOT INCLUETO.PDRAWUGS,VE DOCUMENTS 2.2 UNIFORM ROOF LIE LOADS(REDUCED AS ALLOWED BY THE BUILDING CODE) DOCUMENTS,BYCOTRACTOR.CEMENT MA OTHEROMIN000SHALL B SPLICEDEDIN WRITING INDS. STURE CONTENT)OREQUNALENT.MINIMUMALIOWABLE BENDING STRESS SHALL BE PER SLOG BUILDING EXP EXPANSION - z.N+-IztL�•L^'�" (DRAWNGS AND PREPARED SPECIFICATIONS). DONOT INTRAC SHOP DRAWINGS,VENDORDRAWINGS.OR DET ERMINEDBYCONTIONAL. SPLICES AT OTHER LOCATIONS SHALL BE MPROEDIN WRITING BY NOS. BM BEAM EXT EXTERIOR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. ROOF,L 20 PSF THE DESIGN PROFESSIONAL. OR. BOTTOM 4. HEAVY TIE CO TRUSSES PRESSUSHALL RE TREATED. PINE,ALECT LOWABLE CTUBENDING STRE%SS MAXIMUM BTG BEARING M FLOOR DRAIN 3. REFERENCE TOSTOCODESPECBICATIONSOF ATEANY AUTECHNICALSOTILMEORGANIZATION OR 23 DEAD LOADS TIN ADDITION TO STRUCTURE SELF-WEIGHT): 5. PROVIDE DOWELS FROM FOUNDATIONS THE SAME OTHERWISE. AND NUMBER AS THE VERTICAL WALL OR MOISTURE CONTENT),PRESSURE TREATED.MINIMUM ALLOWABLE BENDING STRESS SHALL BE PER BTWN BETWEEN FON FOUNDATION 8 ANDARD,C O E.SPECIFICATION LODES LOCAL INSTATE AUECIFIC IES SXALL MED THE LATEST COLUMN REINFORCING.UNLESS NOTED OTHERWISE. NOS FF FINISHED FLOOR STAN UNLESS DE,IFICALYAT D OTHERWISE. SPECIFICATION ADOPTED AT THE DATE OF TAKING YOUTH PAVILION: CIC CENTER TO CENTER FiL FINISHED GRADE BIOS,UNLESS SPECIFICALLY STATED OTHERWISE. 6, PLACE REINFORCEMENT AS FOLLOWS,UNLESS NOTED OTHERWISE: S CONNECTIONS FOR RULRIRAPSHALL BE GALVANIZED STRONG-TIE CONNECTORS BY THE CALL CCULATION(S) FIN FINISH ROOF: SIMPSON COMPANYOOR APPROVEDED EQUAL. HK AL. CD CHECKED FLG FLANGE d. CONTRACT DOCUMENTS SHALL GOERNIN THEEENT OF A STANDARDS. S.THECODEOF - MISCE IGflNSULATION 9PSF fi.t CONCRETE REINFORCEMENT LONER CIP CANSTRPLACE CONCRETE MLR FLOOR PRACTICEOHIN SPECIFICATIONS CONTACT DOCUMENT.THE STANDAMENTSALL GOVERN, MISCELLANEOUS 3PSF B WOOD TREATS SOUTACTWITH.USE GTEONMASONRSSHALL BE PRESSUE-TREAION GRADE PRESSURE CJ COMPLETE TIONCONTROATION FRIF FRAMING OCCURS WITHIN THE CONTRACT DOCUMENTS.TME STRICTEST REQUIREMENTSXALL GOVERN. CEILINGMEP 3PSF E%P03EOMECAS O AGAINST E0.: TREATED SOUTHERN PINE.USE GALVAN¢EONAILSIN PRESSURE-TREATED WOOD. CLP COMPLETE JOINT PENETRATION FRP FIBERREINFORCED PLASTIC UNFORMED CASTAGAINSTEARTH TCLEAR CL CENTERLINE F3 FARSIOE SHEAR 5, MATERIAL,WORKMANSHIP,AND DESIGN SHALL CONFORM TOTUEREFERENCED BUILDING CODE. STORAGE SHED FORMED e6 AND LARGER 2'CLEAR i. PLYWOO DIAPHRAGMSSHALLHESTRU TURALDOCUMETHER AL I OR 11 TS.PLY30UTHERN DSHALPINEPLYWOOD RMTOTHTTH COR CLLUMN ARANCE FT FOOT STRUCTURAL • FORMED MS AND SMALLER 1-112-CLEAR THICKNESS AS NOTED IN THE STRUCTURAL DOCUMENTS.PLYWOOD SHALL CONFORM TO THE COL COLUMN FTG FOOTING 6. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL. ROOF: REQUIREMENTS OF THE BUILDING CODE. CONO CONCRETE MECHANICAL,ELECTRICAL,PLUMBING AND CIVIL DOCUMENTS,DESIGN PROFESSIONAL SHALL BE CONN CONNECTION GA GAGE GAUGE NOTIFIEDOF ANY DISCREPANCY OR OMISSION,FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL - ROOFINGANSULATION 9'S7. REINFORCING STEEL DESIGNATED CONTINUOUS SHALL HE LAPPED AS FOLLOWS: B dI MOOD SHALL BE ORIENTED AND NAILED TO SUPPORTING MEMBERS A3 NOTED IN THE COORD COORDINATE GALV GALVANIZED(HOT DIP) AWINGS. DRAWINGS SEE THE ARCHITECTURAL DRMISCELLANEOUS 3PSF STRUCTURAL DOCUMENTS. CRS) CONCRETE REINFORCING STEEL INSTITUTE GRTG GRATINGMM� CEILINGMEP 3PSF CONCRETE REINFORCEMENT: CLASS B TENSION LAP CTR CENTER 7. CONTRACT OR SHALL VERIFYEKSTING DIMENSIONS,ELEVATIONS,AND SITE CONDITIONS BEFORE9. GENERAL CTRD CENTERED HH) MOR60NTAL BEAM ORIENTATIO STARTING WORK DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY. GOLF BAG DROP: B. ADHESIE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL CONFORM TO ASTM LB81-02, CA HEADED CONCRETE ANCHOR TYPE U.GRADE 3,CI-ASS A.B,BCEXCEPT GELTIMES AND EPDXY CONTENT.ADHESIVE SHALL 9.1 FOR FIRE RATING REQUIREMENTS OF COMPONENTS AND ASSEMBLIES.SEE DBA DEFORMED SAN ANCHOR HDR HEADER B. C TRACTOR SHALL VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS. ROOF: CONSISTOFATWOCOMPONENT ADD SIE SYSTEM CONTAINED INSIDE BY SIDE PACKAGING ARCHITECTURAL DRAWINGS. DBL DOUBLE HGR HANGER Digitally signed - HORIZ OPENING SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL ROOFING 2PSF CONNECTED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE COMPONENTS AS IT IS INJECTED DEG DEGREES HORIZONTAL Holly by Holly Jeffreys AND MECHANICAL DRAWINGS, MISCELLANEOUS 3PSF INTOTHE HOLE.ADHESIVE SHALL HAVE PASSED ICC EVALUATION SERVICES,INC(ICCES) 9.2 EXTERIOR LUMBER SHALL BE A MINIMUM OF T MOVE FINISHED GRADE, DET DETAIL XP HIGH POINT - CEILINGMEP SPSF ACCEPTANCE CRITERIA 303 FOR LONG TERM CREEP.REINFORCING INSTALLED IN CON CRETE THAT DIA DIAXIETER HR HANDRAIL 9, CONTRACT RSHA.LVER1FYTHAT.MISCEU.ANEO1_S FRAMING SHOWN ON THE STRUCTURAL MAY BECOME CRACKED UNDER SERVICE LOADS SHALL BE EVALUATED BY ICC-ES ACCEPTANCE S31NTERIORLUMBER SHALL BEAMINIMUM OFIVABOVE FINISHED CRAWLSPACE p DIAGONAL HER HIGH STRENGTH BOLT Date: DRAWINGS FOR MECHANICAL EQUIPMENT.OWNER-FURNISHED ITEMS,PARTITIONS.ETC.15 3. WINDLOADS: CRITERIA WE AND BE SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE.CONTACT DESIGN GRADE_ OIR DIRECTION Jeffreys CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS. PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CONCRETE CONDITION UNLESS OL DEAD LOAD 2023.05,22 • BABODESIGN WIND SPEED,V=129 MPH CONDNON IS NOTED ON THE DRAWINGS.INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S 10.TREATED WOOD PRODUCTS DWG DRAWING 17:0031-04'00' 10,CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS,METHODS.TECHNIQUES.SEQUENCES,AND - ALLOW ABLE DESIGN WIND SPEED,Vxsd=IOD MPH RECOMMENDATIONS.MINIMUM EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS.UNLESS NOTED PROCEDURES OF CONSTRUCTION. RISK CATEGORY:II OTHERWISE. 10.1 AU.EXPOSED EXTERIOR LUMBER SHALL RECEIVE PRESERVATIVE PRESSURE ON CENTER \yY,1J EIFFRFF EXPOSURE TREATMENTFORPROTECTION FROM DECAYAND TERMITES N ACCORDANCE WITH 11.THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM.TEMPORMYSUPPORTS REQUIRED FOR YQUTi PAVILION: 9. ALL pOWELSAND TERMINATING BARS SHALL HAVE ASTANpMD90DEGREE ROOK CGA TYPE 3PRESERVATIE IN ACCORDANCE WITH AWPA STANDARDS PS AND CI A3 \ STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED,FURNISHED. - YOUTH PAVILION:INTERNAL PRESSURE COEFFICIENT=k 0.00 WELL AS THE FOLLOWING STANDARDS: IF INSIDE FACE DC `�O 10ENyF,S� AND INSTALLED BY THE CONTRACTOR. DESIGN BASE SHEAR:V,=9.41 KIPS.Vr.=15.02 KIPS 10.ALLHORGONTAL REINFORCING SHALL BE CONTINUOUSTHROUGH CONTROL MDIOR CONSTRUCTION IBC INTERNATIONAL BUILDING COOS OO OMIDEDlAMETER STORAGE SHED: JOINTS AND AROUND CORNERS - LUMBER C2 IGC INTERNATIONAL CODE COUNCIL OF OUTSIDE FACE ,Va 82753 1A,- 12.CONTRACTOR HAS SOLE RESPONSISILRYTO COMPLY WITH ALL OSHA REGULATIONS. STORAGE SHED:INTERNAL PRESSURE COEFFICIENT=1018 - PLYWOOD C9 Ip IN DIAMETER DPN. OPENING • DESIGN BASE SHEAR:V,=350 KIPS,V,.=12.75 KIPS BUILDING POLES B POSTS L2] IS INVERT ELEVATION 0 OPPOSITE 13.ELECTRONICORAWINGFILES WILL NOT BE PROVIDED TO THE CONTRACTOR.REPRODUCTION OF GOLFRAG DROP: C$=-N-PLA CONC IN INCH OSH OERSIZEOHOLE STRUCTURAL DRAWINGSFOR SHOP DRAWINGS IS NOT PERMITTED, GODROP:INTERNAL PRESSURE COEFFICIENT=x0.00 1 CONCRETE WORK SHALL CONFORM TO CRSI STAND- THE LO ING PCF FOU US PER CUBIC FOOTMINIMUM PRESERVATIVE RETENTION SHALL BE IN ACCORDANCE WITH THE INT INTERIOGO­14.REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE DESIGN PROFESSIONAL DOES NOT RELIEF DESIGN BASE SHEM:V,=1.]2 KIPS.Vy=J.88 KIPS Z CONCRETE SHALL HAVE THE FOLLOWNGCMNIMMI 318 DSPECIFED 28-DAY COMPRESSIVE STRENGTH: FOL ONABOE GROUND APPLICATIONS 0.25PCF IT JOINT M PROFESSIIOONAL ENGINEER /�O�SSONAL ENO��\ THE CONTRACTOR OF THE SOLE RESPONSIBILITYTO REVIEW AND CHECK ALL SUBMITTALS AND SEE COMPONENT AND CLADDING DESIGN WIND PRESSURE DIAGRAM ON SHEET 030.22 WOOD FOUNDATIONS OR STRUCTURAL POLES 060 PCPER F 19FISI PIF PRRIMETEDJOINT FILLER SHOP DMWINGS BEFORE SUBMITTING TO THE DESIGN PROFESSIONAL.CONTRACTOR REMAINS 2.1 NORMAL WEIGHT STRUCTURAL CONCRETE: H SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOLIATEDWITHTHE PREPARATION OF 4. EARTHQUAKE LOADS: l02 ALL DECKING AND BALING SHALL ALSO BE PRESSURE TREATED WITH CCA K3F KIPS PERSQUANEMOT PL PLATE d5xx-xdxs SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SEES.DETAILS AND DIMENSIONS SPECIFIED IN THE COMPATIBLE WATER REPELLENT SO THAT TREATED WAFERS SWELL NOT MORE SI KI PS PER SQUARE INCH PLCS PLACES FOOTINGS 3000 PSI FO Ically dgne0 CONTRACT DOCUMENTS. RISK CATEGORY:11 SLABSON-GRADE 4000 PSI FO THAN t%AFTER FIVE MINUTES OF SUBMERSION,WHEN TESTED IN ACCORDANCE PLF POUNDS PREFABRICATED TMs ryem hese en denron SEISMIC IMPORTANCE FACTOR:1=1.00 WITH AWPA'S STANDARD TEST METHOD,E1392. (LITH) LONG LEG HORIZONTALIANGLE) ABSENT PREFABRICATED and sealed by Hdy J,,".F-11 15,DETAILS LABELEDTYPICAL'OTHESTRUCTURALDMWINGSAPPLYTOALL3ITUATIONS SHORT PERIOD MAPPED SPECTRAL RESPONSE COEFFICIENT.S,, 0.107 3. PIPES OR DUCTS SHALL NOT EXCEED ONETHIRD THE SLAB ORWALLTXICKNESS INCLUDING (LLY) LONG LEG VERTICAL(ANGLE) PSF POUNDS PER SQUARE FOOT Fc.nse...-82159 m try.dale andlm OCCURRING ON TH E PROJECT THAT PRE THE SAME OR SIMILAR TO THE TYPICAL DETAILS UNLESS � t SECOND PERI OD MAPPED SPECTRAL RESPONSE COEFFICIENT S,=0.055 103 TREATED MATERIAL SHALL BE ORIEDAFTER TREATMENT TDAMOISTIIRE CONTENT (LSH) LOGSIDE HWEONTAL(HSS) PSI .0 NOSPERSOUARE INCH 0me stamp usingadg0al 1S.- OCCURRING UNLESS SPECIFICALLY DETAILED IN THE STRUCTURAL DOCUMENTS.ALL PIPES AND DUCTS THOSE LOCATIONS ARE SPEMFICALLYDETMLED OTHERWISE. A33UMED SITE CLA330 OF NOT MORE THAN I9%FORITUMBER AND I5%FORPLYWOOD. (LSV) LONG SI DE ERTCAL.NSSI PT POINT Prinletl CaplesdNls tl.cument are nm SHORT PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT.S.,I 0Tt4 SHALL BE PLACED IN THE MIDDLE THIRD OF THE SLAB OR WALL THICKNESS UNLESS SPECIFICALLY LB POUND a16-signed and sealed and Ole DETAILED OTHERWISE IN THE STRUCTURAL DOCUMENTS.SEE MECHANICAL AND ELECTRICAL c si9naNre must rye verged m any 16.STRUCTURAL DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF CURTAIN 15ECON0 PERIOD RESIGNSP''eCTPAL RESPONSE COEFFICIENT,Sd.=0.080 1OA ALL FIELD CUTS SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA STANDARD LF LIVEARFEET R RADIUS DRAWINGS FOR LOCATION OF SLEEVES,ACCESSORIES,ETC. electronic tnpies. WALLIWINDOW WALL SYSTEMS,COLaFORMEO METAL FRAMING,OR OTHER SYSTEMS NOT SHOWN SEISMIC DESIGN CATEGORY'.B M4. LL LIVE LOAD RO ROOF IN TH E STRUCTU RAL DOCUMENTS,SUCH SYSTEMS SHALL BE DESIGNED,FURNISHED,AND YOU PAVILION: 4. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS,GROOVES ORNAMENTS,CLIPS OR GROUNDS LOC LOCATION REF REFERENCE INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. BASIC SEISMIC-FORLE RESISTING SYSTEM:STEEL CANTILEVER COLUMNS REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND STAB 11.SAWN LUMBER SHALL BE PROVIDED IN ACCORDANCEWTIHTHE NATIONAL DESIGN SPECIFICATION LOG ONGTNOINAL REINF REINFORCING SEISMIC RESPONSE COEFFICIENT.Cs=0091 FOR WOOD CONSTRUCTION,2012 EDITION.BY THE AMERICAN FOREST ANO PAPER ASSOCIATION. LP LOW POINT RE G REQUIRED DEPRESSIONS. SH LONG SLOTTED HOLE RET RETURN 17.SUBMITTALS RESPONSE MODIFICATION FACTOR R=1.25 L / ANALYSIS PROCEDURE:EOUIVgLENT LATERALFORCE PROCEDURE 11.1 LUMBER GRADEMBETTEWITHMXIMUM MOISTURE CONTENT OF 1 SOUTHERN REV REVISION 17.1 SUBMITTALS BYTHE CONTMCTOR CTO RS APART OF LSUBMITTO HEDESI HPROFESSIO PRIOR STORAGE SHED: S. HONSTRUCTICN JOINTONSTR LOCATICONSTRNS UCTION BEAPPROVEDEXCEPT THOSES PROFESSTHE STRO DINE-S2 GRADE OR BETTER WITH MAXIMUM MOISTURE CONTENT OF IS%IUNDI M MOMENT RO ROUGH OPENING TO THE INITIAL SUBMITTAL,CONTRACTOR SHALL SUBMIT TO THEDESIGN PROFESSIONALA BASIC SEISMIGFORCE RESISTING SYSTEM:LIGHT WOOD WALLS WITH STRUCTURAL ORIZONTAL CONSTRUCTIONJOINTS ME PERMITTED EXCEPT THOSE SHOWN ON THE STRUCTURAL MAX MAXIMUM - DMWINGS. SCHEDULE OF SUBMITTED INFORMATION. WOODSHESP PANELS 11.2 PROVIDE ENDS PLATE OVER A VERTICAL AT SPLICES(4'SPLIGE). MC MOMENTCONNECTION SL SLIP CRITICAL I SEISMIC RESPONSE COEFFICIENT,C5=0,018 SUPPORT ENDS OF LAPS DIRECTLY OVERA VERTICAL LOAD BEARING STUD. MEC% MECHANICAL SC HED SCHEDULE 17.2 SUBMITTALS SHALL BEACCOMPANIED BYATRANSMIITAL LETERWNH THE FOLLOWING RESPONSE MODIFICATION FACTOR.R=6.5 B. DEFECTIVE MEAS IN CONCRETE INCLUDING,BUT NOT LIMITED TO, SPALLS.AND MFC MANUFACTURED SECT SECTION INFORMATION: CRACKS WITH WIDTHS EXCEEDING 0.016 INCH SHALL BE REPAIRED.EXTENT OF DEFECTIVE AREA TO ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE 113 PROVIDE EACH OFNPENINGS L S CORNERS.PROVIDE NTRIM TRIMMER MFR MANUFACTURER SE SHEET BE DETERMINED BY THE DESIGN PROFESSIONAL GOLF BAG DROP: STUDS AT EACH SIDE OF OPENINGS LESSTHMBWIDE PLUS ON TRIMMER STUD. IN MINIMUM SIM SIMILAR • Arlanuic Beach PROJECT NAME BASK 9EISMIGFORCE RESISTING SYSTEM:STEEL ORDINARY CANTILEER COLUMN MISC MISCELLANEOUS SL SLOPE • C­t,Y CIV CONTRACTOR'S NAME SYSTEMS 11.4 HOLES IN JOISTS,RAFTERS,STUDS AND PLATES NOT EXCEEDING IIS THE MTD MOUNTED SACS SPACES • DATESUBMRTED SEISMIC RESPONSE COEFFICIENT.Cs=O._ BEPTHMIDTH OF THE MEMBER AND NOT CLOSER THAN 3 TIMES THE DEITHNJIDTH MTL METAL SPECS) SPECIFICATIONISI DESCRIPTION OF ITEMS SUBMITTED,IDENTIFY WORK AND PRODUCT BY SPECIFICATION RESPONSE MODIFICATION FACTOR,R=125 STRUCTURAL STEEL OFTHE MEMBER FROM THE END PERMITTED AT THE M16pEPTHANIOTH OF THE 30 SQUARE SECTION ANALYSIS PROCEDURE:EOUNAMNT LATERAL FORCE PROCEDURE MEMBER ONLY. N&F NEARANO FAR SS STAINLESS STEEL - NUMBEROFORAWINGSANDOTHERPERTINENTDATq. . STRUCTURPLSME SHALLCONFORMTOASTMM92.UNLE53NOTEDOTXE0.WISE. NIA NOT APPLICABLE SSH SH.ORTSLOTTEDHOLE Atlantic Beach Country Club_ S UNLESS NOTED OTHERWISE CALCULATED INDIVIDUAL MEMBER DEFLECTIONS TIN INCHES)DO NOT 1 11.5 BRIDGING.FULL DEPTH SOLID BLOCKING,OR CROSS BRACING SHALL BE INSTALLED NIC NOT IN CONTRACT STD STPNOARD - STRUCTURAL STEEL TUBING NSTRUCOINO. NUMBER SRIF STIFFENER Phaset tT.3 CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION ON THE SUBMITALTO ANY DEVIATION EXCEED THE FOLLOWING: AT NOT EXCEEDING BFi OL WHEN THE DEPTH TO BREADTH RATIO OF FROM THE CONTRACT DOCUMENTS.CONTRACTOR SHALL STAMP AND SIGN EACH SHEETOF CONFORM CHANNELS MISCELLANEOUS PLATES AND CONNECTION MATERIAL SHAT SAWN JOISTS AND RAFTERS EXCEEDS BTO 1, NOM NOMINAL STL STEEL SHOPOMWINGS AND PRODUCT DATA AND SIGN OR)NITWIT EACH SAM RETO CERTIFY DAD,OAO CONFORM TO ASTM A36,UNLESS NOTED OTHERWISE. �� LL¢-LQB= DEAD LOAD N9 NEARSIDE STRICT STRUCTURAL COMPLIANCE WITH REQUIREMENTS OF CONTRACT DOCUMENT S.SUBMITTALS RECEIVED ROOF MEMBERS: CRAB MBD U240 12.PLYWOOD SHALL BE PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN NTS NOT TO SCALE SYM SYMMETRICAL 1600 Selva Marina Drive WITHOUT THE CONTRACTOR'S STAMP OF REVIEW WILL BE RETURNED TO THE CONTRACTOR 2 BOLTS ANO ANCHORS: PLYWOOD ASSOCIATION(APA.THE MINIMUM THICKNESSES WHICH FOLLOW SHALL BE NCREASED FOR REVIEW AND RESUBMITTAL WHERE,L=SPAN LENGTH(IN INCHES)BETWEEN SUPPORTS,(FOR CANTILEVERS.LIS AS REQUIRED TO SATISFY ARCHITECTURAL REQUIREMENTS. Atlantic Beach,FL 32233 TWICE THE LENGTH OF THE CANTILEVER.)NOTE THAT THE TOTAL MAXIMUM CALCULATED 2.1 BOLTED CONNECTIONS SHALL BE TVPEN(SEMING TYPE WITH THREADS INCLUDED IN SHEAR PLANE)WITH MINIMUM 314'DIAMETER F3125 BOLTS.SUBMIT PROPOSED BOLT TIGHTENING tr4 WORK REQUIRING SHOP DMWINGS,WHETHER CALLED FOR BY THE CONTRACT FLOOR SYSTEM DEFECTION WILL BE THE SUM OF THE DEFLECTIONS OF THE SUPPORTED 12.1 ROOF BREATHING SHALL BE APA PLYWOOD.SHEATHING SUPPORTS OF I,48'x98'.FOR ACCORDURE ANCE WITH REVIEWHACSC.BOLTEP CONNECTIONS FORSHALLSTRUCTURAL CTURALASSEMBLED JOINTS NING HIGH IN T8B TOP ANO BOTTOM REVISION DOCUMENTS A REOESTVIEWED F CONTRACTOR,DESIGN PROFESSIONAL ZONAL WORNCEUNTIL THE ELEMENTS IN ABAY. SUPPOOD.PL GOOD SHALL PLYWOOD. RSUPPORR BEINSCUSE MWITH SUBMISSION HAS BEEN RENEWED BY THE DESIGN PROFESSIONAL WORHMAY COMMENCE ACCORDANCE WITH RCSL-2014 FOR SIRUCTU0.ALJOINT3 USING HIGH STRENGTH PLYWOOD.PLYWOOD SHALL BE TONGUE ADGROOE ORBEINSTALLED WITH TID TOP OF BOLTS). THK THINK NO. DATE DESCRIPTION IF THECONTRALTOR VERIFIES THE ACCURACY OF THE DESIGN PROFESSIONAL'S 6. NO PROVISIONS HA\'ESEEN MMEFOR FUTURE HORIZONTAL OR VERTICAL EXPANSION. PANEL CLIPS IN ACCORDANCE WITH APA RECOMMENDATIONS.WHERE THIRD THROUGH It 120222 SOPRICING CORRECTIONS AND NOTATIONS AND COMPLIES WITH THEM WITHOUT EXCEPTION AND 2.2 ANCHOR BOLTS SHAT BE HEADED BOLTS CONFORMING TO ASTM F 1554 AND SHALL BE HEADED SPANSMEEXCEEDEDATROOFSLOPE TRANSNIONS,PROVIDE SPEC WIY TYP TYPICAL WITHOUT REQUESTING CHANGE IN CONTRACT SM OR CONTRACTTIME AT COPY OF THE RODS OR THREADED RODS WITH HEAVY HEXAGONAL NUT WELDED TO THE BOTTOM OF THE DESIGNEDSUPPLEMENTAL MEMBERS"REQUIRED.SHEATHING SHALL BE 2 02-10-23 DD PRICING MKEDSTRUCTURAL SHOP DRAWINGSWIMTHEDESIONPROFESSIONAL'SREVIEW STAMP FOUNDATION THREADED BOO.GRACE A36.UNLESS NOTED OTHERWISE. INSTALLED WITH THE LONG EDGE ACROSS A MINIMUM OF THREE SUPPORTING UL UNDERWRITER'S LABORATORIES 3 03-30.2390%CD ISTOBEMAINTAINED AT THE JOB SIDE MEMBERS.SUPPORT AND STAGGER EDGES OF PLYWOOD PARALLEL TO U.. UNLE SS NOTED OTHERWISE -23 PERMITSET 1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT 2.3 EXPANSION ANCHORS SHALL HAVE BEEN EVALUATED UPI THE ICC EVALUATION SERVICES,INC(ICC- SUPPORTING MEMBER.PROVIDE CONTINUOUS BLOCKING AT PERIMETER OF EACH PREPARED BY TERRACON CONSULTANTS INC.,REPORT NUMBER E02251N.DATED JANUARY 3RD, ES)WITH A PUBLISHED EVALUATION REPORT.ANCHORS INSTALLED IN CONCRETE THAT MAY DIAPHRAGM PLANE(INCLUDING ROOF SL OE TRANSITIONS)AND MOUND OPENINGS, ERT VERTICAL 2023,AND ADDENDUM DATED JANUARY 21TH,2023.DESIGN PROFESSIONALIS NOT RESPONSIBLE FOR BECOMECRALKED UNDER SERVICE LOADS SHALL BE EVALUATED BY ICC ACCEPTANCE FASTEN SHEATHINGWITHBd NALLSATTOCATSUMORTED EDGES C AND AT 12 CRITERIA 199 AND BE SPECIFICALLY APPROVED FOR IN CON OC AT INTERMEDIATE SUPPORTS.AN 118-GAP SHALL BE LEFTBEME.ADJACENT SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD DIFFERENT TO THOSE ASSUMED FOR DESIGN. W WITH OE SIGN PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CON CRETE GRADEPANELPROTECT EDGES SHEATAGAINHING AS URE AS IUSROOFIN FE W1. WITHOUT 2. STRUCTURAL TESTINGIINSPECTION AGENCY SHALL CERTIFY THE BEARING MEDIUM. CONDITION UNLESS CONDITION IS NOTED ON THE DRAWINGS.ALL ANCHORS SHALL BE APPROVED GRADE PLYWOOD.COERSHEATHING AS SOON AS P03318LE WITH ROOFING FELT WP WORKING POINT FOR RESISTING WIND AND SEISMIC LOADS.INSTALL IN ACCORDANCE WITH THE MANUFACTURERS ORSHNGLEUNDERLAYMENTFORPRDTECTIONAGANSTEXLESSNEMOISTURE WS WATERSTOP M 3. INDIVIDUAL SPREAD FOOTINGS AND CONTINUOUS FOOTINGS SHALL BEON SOIL CAPABLE OF RECOMMENDATIONS,MINIMUM EMBEDMENT SHALL BE EQUAL TO 4.S TIMES THE ANCHOR PRIOR TO ROOFING INSTALLATION. WWF WELDED WIRE FABRIC SUPPORTING 2500 PSF AND 25M PSF,RESPECTIVELY. DIAMETER,UNLESS NOTED OTHERWISE. 122 WALL SHEATHING SHALL BE 1502'MA RATED SHEATHING,32116,EXPOSURE 1,40'x96' 3.1 NO FOOTINGS SHALL BEAR ON ROCK UNDERCUT ROCK AMINIMUM OF 2 FEET BELOW BOTTOM OF 2.4 ADHESIVE ANCHORS SHALL CONSIST OF AN ALL-THREAD STEEL ANCHOR WITH ADHESIVE W.IADEW PANELS. PROVIDE SUPPORTED EDGED,N ONE-GAP SHALL L LEFT BETWEEN FOOTING AND REPLACE WITH STRUCTURAL FILL. CONFORMINGTOASTM CBSI-02.TYPE IV,GRADE 3,CLASS A,B,III C EXCEPT GELTIMESAND EPDXY 0.0.1ACENT PANELS PROVIDE ONE LAYER ON ONE SIDE OF WALL UNLESS INDICATED CONTENT.ADHESIVE SHALL CONSIST OF ATINO COMPONENT ADHESIVE SYSTEM CONTAINED IN Ad ONPLANTOPRONDEONELAYERONEACHSIDEOFWALLFASTENSHEATHINGWITH 4. PRO OF ROLL BUILDING AREAS WITH TWO COMPLETE COVERAGES OFALOADED DUMP-TRUCK OR SIDE BY SIDE PACKAGING CONNECTED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE U.N.O. ®3'D.C.AT PANEL EOGESMD4D IY O.C.AT INTERMEDIATE SUPPORTS 1 ABBREVIATIONS SCRAPER.REPLACE SOFT AREAS WITH COMPACTED STRUCTURAL FILL AS REQUIRED BY THE COMPONENTS AS IT IS INJECTED INTO THE HOLE.ADHESIVE SHALL HAVE PASSED COIEVALUATION V.N.O. 502 ST 1'-0" SPECIFICATIONS. SERVICES.INC(ICC ES)ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP.ANCHORS INSTALLED 123 ZIP SYSTEM SHEATHING IS AN ALLOWABLE ALTERNATIVE FOR EXTERIOR WALL IN CONCRETE THAT MAY BECOME CRACKED UNDER SERVICE LOADS SHALL BE EVALUATED BY ICG SYSTEM.SEE SHEAR WALL SCHEDULE FOR REQUIRED CAPACITIES.SYSTEM SHALL 5. STRUCTURAL FILL SHALL CONTAIN NO ORGANIC MATERIAL AND BE APPROVED BY A GEOTECHNICAL ES ACCEPTANCE CRITERIA 308 AND BE SPECIFICALLY APPROVED FOR U BE IN CF C ENGINEER PRIOR TO PLACEMENT.STRUCTURALFILLUNMRSLABSMOWTMIN10-0-OFTHE CONCRETE.CONTACT DESIGN PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED MEET REOUIREMENTSOUTUNED IN NOTE 122 ABOVE. BUILDING FOOTPRINT SHALL BE PLACED IN LIFTS OF THICKNESS DETERMINED BY THE INDEPENDENT CONCRETE CONDITION UN LESS CONDITION 15 NOTED ON THE DRAWINGS.INSTALL IN TESTING AGENCY AND COMPACTED TO AT LEAST 95%OF ITS STANDARD PROCTOR MAXIMUM DRY ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE 13.FASTENING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 2304.10.11N THE FLORIDA BUILDING DENSITY IN ACCORDANCE WITH ASTM D696.THE TOP I2-SUB-BASE UNDER SLABS ON GRADE SHALL EOUAL T04.5 TIMES THE ANCHOR DIAMETER,UNLESS NOTED OTH ERWISE. CODE,7TH EDITION,UNLESS OTHERWISE SPECIFIED. J BE COMPACTED TO AT LEAST 98%OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY.ALLBACKFILL. Q COMPACTION AND PROOF ROLLING OPERATIONS SHALL BE OBSERVED BY AN INDEPENDENTTESTING 3. S]RUCTURALSTEEL SHALL BE FABRICATED ANDERECTED ACCORDING TO BOTH THE RISC 14.PROVIDE WOODBLOCKINGAT4'-CDC.AT ALLLDADBEMING WALL STUDS. LABORATORY.STRUCTURAL FILL SOIL DENSITY SHALL BE 120 PCF. 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS'AND THE AMSC-COM OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'. 15.ANCHOR BOLTS FOR WOOD SILLPLATES OR BEHEADED BOLTSCONFORMING TOASTM F155d W G. SIABSON-GRADE SHALL BE RACED ON A 4'GRANULAH BASE,COMPACTED TOSS%OFITSSTANDARD GRADE 36 AND SHALL BE HEADED R003 OR THREADED RODS WITH HEAVY HEXAGONAL NUT PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM DSIAND COVERED WITH A 4. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND WELDED TO THE BOTTOM OF THE THREADED ROD.BOLTS SHALL BE EMBEDDED A MINIMUM OF7IN. Z CONTINUOUSLY SEALED VAPOR BARRIER SEE ARCHITECT FOR THICKNESS OF VALOR SHRIEK.THE CONNECTIONS SHOWN IN THE CONTRACT DOCUMENTS,CONNECTIONS SHALL BE DETAILED BASED ON FORCONCTEORMASONRY NB'DIAMETERANCHOR BOLTS SECURING WOOD PLATES SHALL '1' 8 B FOR SLABS-ON-GRACE SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO EACH THE DESIGN INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.CONNECTIONS SHALL BE HAVE 3IREMPSONSTRONG-TIE COMPANY NC.BP 516 BEARING PLATES OR EQUIVALENT • PLACEMENT OF CONCRETE. DESIGNED FOR THE SERVICE LOAD REACTION VA,UESSHOWNONTHESTRUCTURALDRAWINGS.FOR (114'x2-12-x2-1Q'PLATE)MD3 UMDWASHE0. STEEL MEMBERS WHOSE REACTIONS ME NOT SHOWN,THE DESIGN REACTION SHALL BE DESIGNED T. OACKFIIL SHALL NOT BE PLACED AGAINST EXTERIOR OR RETAINING WALLS UNTIL THE VJALL3 HAVE FOR THE SERVICE LOAD REACTION OF 10 KIPS UNLESS SHOWN OTHERWISE ON THE STRUCTURAL J ACHIEVED THEIR DESIGN STRENGTH AND THEIR LATERAL SUPPDRT ELEMENTS ME INSTALLED, DRAWINGS.DEVIATION FROM THE CONNECTION DETAILS DEPICTED IN THE CONTRACT DOCUMENTS ��Qii PROVIDE ADECUATE DRAINAGE AT BASEMENT AND RETAINING WALLS(SEE ARCHITECTURALL SHALL N OT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE DESIGN PROFESSIONAL. 3TEELCOITUMNIEQOTING TYPE INDICATOR STRUC12jRAL9TEELMOMENT CONNECTION ry DESIGN PROFESSIONAL SHALL BE COMPENSATED BY THE CONTRACTOR FOR THE COST INVOLVED IN LL 8. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE THE REDESIGN OF CONNECTIONS FOR THE CONVENIENCE OF THE CONTRACTOR STEEL CDL SIZE STEEL COLUMN SEE ~ CONNECTIONS NOT COMPLETELY DETAILED O THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY SE. BASE PLATE MARK L� 9. ALL FOOTINGS AND TURN DOWN SLAB EDGES SHALL PENETRATE TO A MINIMUM DEPTH OF I2-BELOW TH CONTRACTOR.THIS DESIGN SERVICE SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF FXX I-0'-0') FOOTING MARK rDFTG ELEVATION) r + FINISHED GRADE. SERVICES.SHOP DRAWINGS AND CALCULATIONS FOR SUCH CONNECTIONS SHALL BE SEALED BY P.%(.p-P) PEDESTAL MARK(TPEDESTAL ELEVATION) STRUCTURAL STF ION !Vl'^ AN ENGINEER UCENSED IN THE PROJECT STATE.REVIEW DOES NOT RELIEVE THE CONTRACTOR OF V' BEAM SIZE THE FULL RESPONSIBILITYFOR THE DESIGN AND ADEQUACY OF SUCH CONNECTION WITHOUT FOUNDATION STEP INDICATOR Ill CONNECTION TAILS,THECONNE MMDESIGN ENGINEER NCE T OF SHALL FOLLOW ELOWTHATA WITHOUT NUMBER L NG BE UNIFORMLY COMPLETE DETAILS,THE CONNECTION DESIGN ENGINEER SMALLFLILLOW THAT ARRANGEMENT (x=x) -0 TING ELEVATION r L•J-O CONCEPT IN THE DESIGN,SINGLE ANGLE CONNECTIONS ARE NOT ACCEPTASTE. SPACED ALONG BEAM �� TIFOOTING ELEVATION W8x10'lU(j,r�'� �F�-//-�X 5. USE PRE-OUALIFIED WELDED JOINTS IN ACCORDANCE WITH RISC AND THE STRUCTURAL WELDING OPENING IN FLOOR OR ROOF ( ) ( ) ••BEAM CAMBER NJ LODE OFTHE AMERICAN WELDING SOCIETY D1.1-10,'NON-PRE-QUALIFIED JOINTS SHALL BE + QUALIFIED PRIDR TO FABRICATION.PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE ® BEAM SERVICE REACTION G JOB SITE DURING TIMES OF INSPECTION. O B. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. RECESSIOEPRE3510N IND1QAL0$ �nITTT SIRUI _P1151QU&I DN J_ CL RF m 3P ICE Q STPU CTUML STEEL CONNECTION AAAL FORCE ^ �� LL SLOPE INDICATOR r =TRUCTUML-NOR TFAI=DE3IGNATION XCBX 3 RREEINFORCED CONCRETE BEAM CONVENTIONALLY O CONCRETE 3LMM AL OECH SPAN INDICATOR gEAM W LOTH MAT VARY BASED UPON IN Ir]CB)LX)( PB%)Ut EDGE OFSLABDIMENSION n CONCRETE BEAM MAN,BEAM WIDTH O S O.2 0 MAY VERY BASED UPON EDGE OF STAB DIMENSION _ SCALE:-T' 2STRUCTURAL LEGEND DRAWN BY:HD PROJECTN0.:2021352 FIG/70/00 D=DhAl-r CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 106 CALABASAS,CA 91302 J 310.670.9144 ll.,gshepae.com LOW s.n_I.re. en.,uasAs 4 77 b SHEAR STRUCTURAL INME00\1 ffammv �s r Holly by 2'A' by Holly Jeffreys Date: HIGH Jeff reyS 2023.05.22 17:00:13-04'00' `�aOV`14ENy FI"s ii COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE SCHEDULE(PSF) • ROOF II�NG\\\ FFEDTYE ZONE ZONE ZONE 2' ZONE ZONES' ZONE4 NONE5 WIND AREA OTE 2 O}2}ppy ThN ft.hes been Neclrmecally e19neG seG by Ndly Jeff,eye,FIdYGe kcensenumber e2T59 m We Gate anNor 255E -391+16 J4N16 -541+16 -541x16 -]31+16 -341x31 JW'+31 usingaeigiW signaWre. PhmeG caplea dNla Gocumenl ere nd ca si9nee ane sealeG ane Ine • signature mustbe verif G m eny eledronc copes. SLHEOULENOTES' 1. PRAND(RSIGNSINDICATEPRE SSURESACTINGTOWARD AND AWAY FRO THEBUILDING SURFACE.RESPECTIVELY 2. J OIST MANUFACTES URER 31a"FROM PROMINENT BUILDING CORNERINON ACH TRIBUTARY 3. JOI-1-CAL U—HON DEVELOP WINO PRESSURES EASED ON LARGER TRIBUTARY PRE0.6,DEAD LOAD FOR _ UPLIFT CALCULATION TD BE 5 P.F. 2 STORAGE SHED COMPONENTS&CLADDING Adandc Beach Atlantic Beach Country Club Phase 1 1600 Selva Marina Drive Atlantic Beach,FL322SS REVISION NO. DATE DESCRIPTION :T:V96922 BDPRICING 2 D2-t023 DD PPICING 3 -23-3 PERNIT 4 6S2S23 PERMIT SET IV I Cl 5 W v!V Lu Z V D w Q 0U [n p I ❑ Z Z Q Q U1 Z F COMPONENTS AND CLADDING ULTIMATE WIND O tJJ PRESSURE SCHEDULE(PSF) `J z / ROOF 0l1 EFFECTIVE ZONE ZONEZ 20NE3 Q LyLLc WIND AREA a G 20 I—U 25SF -241+35 -3"iH53 -371*53 O R )E- I p I I.)A DNOTES 8 1. FR ANDI-)BUILDIGNS ING CATESURF CE5 URES ACTINGESPEC"VELyr TOWARD AND AWAY FROM THE BUILDING SURFACE,RESPECTIVELY. Z. JOISTMANUFACTURER MAY DEAD LOAD INDFOR UPLIFT CAUCULRESSURES TION LARGER TRIBUTARY AREAS.DEAD LOAD FOR UPLIFT CALCULATION TO RE 5 PSF. ^/ �1~•YOUTH PAVILION COMPONENTS 6 CLADDING O S 0.2 1 �•s6.) 1l4"=1'-0" SCALE:Maairrea DRAWN BY:HO PROJECT NO.:2021352 nc/'D9NJ4 DCDAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS-ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J 310.670.9144 wdl.s@shep-wm SHEAR STRUCTURAL ■r�awo�wra YID IIN��1 - aMiw� �>t HOII" Digitally signed y by Holly Jeffreys late: Jeffrey 5 16:59 54-04 '00? EEFFR�Y/ NAI �\ This nem has b en He�clrmy,ly Jafheys,Fls dFloritle, sealeA by Holly license number 82158 m Ne Gale umpuaing a dighal aignalul.ule. PnmeE c ee pl Ws tlauI ere na slgnan antl ceactl anA Ne a slgnabre mus[be verified m eny Adanuc Beach co,nt,y Club- eletuanicngiea. Atlantic Beach Country Club Phase 1 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. PATE DEBGRIPTION 3 .0130.23'SOA CO OS23-T3•PERMIT SEf COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE SCHEDULE(PSF( ROOF EFFECTNE 20NE1 WW DAREA Z 0^ 25 51 -231+33 IJ Q J E NE11S U 1.SC(ynNEl-151GNSINDICATEPRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACE,REBPECTIVELY. Q 2. JOIST MANUFACTURER MAY DEVELOP WIND PRESSURES BASED ON LARGER TRIBUTARY AREAS.DEAD LEAD FOR UPLIFT CALCULATION Z TO—5 VSF. VJ t BAG DROP COMPONENTS 8 CLADDING �. W Z E O CL g 0 U O C� R a 8 m 0 SO.22 SCALE:Aa n4,taled DRAWN BY:hW PROJECT NO.:2022-752 /TC.17R/74 DE.DAAIT CCT SECTION013330-STRUCTUNALSUBMDTALB PART 2- PRODUCTS 110 FRESH UNIT WEIGHT 2.1 PERFORMANCE REQUIREMENTS SECTION 032000-CONCRETE REINFORCEMENT A. N'Thal CONTENT I. zM1MllhaveeheshunitwagM11dt401O 152 pre. I. Lap ed9nh.FTtl dabzomtive 1adaless Manl2inc.es(304 ieni 1 NIR CONTENT i. Maintain Ms.ryfive Iva in place,Icer.-uN:d wdng period,band 1.5 Man seven tlay i S H E P I R D PART C GENERAL . Lda Ne Fn GI 301 Desi,, ar,c..real,ah.entlbrace,antl.amain fd1warm,t.,Inantl.a""in PART 1- GENERAL A. NoanVaned atrunlenl isle a Min l.beeplacedmNeldugatim. wet-b,..O...,ng-Cora CuM9:Coverehical eaM.,e wii ee Anda rN&ning ASSOCIATES 1.A SECTIONINCLUDES awoed.IN wiMACI301..%up.nv.Nona,a.M.,d.Ind dynamleludS.aM.nsWclio Wal Nal might be 11 Secd RELATED SECTIONS 118. P'wieee, .ircNnIMhlpal Me lahAI be.1and.5eroowreulegoryapetifiedmsWdurd tlnwinga. mfv1111ti2icre e,placed in vndit,1111 mcdu,l. .I ire,id.dh...As .h 5tm[nrtel a..,i .ln.ua Oop,..ing,deagn ulw.nen.,tliagram,ilMatr.6-r -1.le.p.on.a c.and.uaa,mcNre unzup.nsuch loads,so May.uing convele.aorm..Me regwree.hap..nes,eM A Swann o133a0-slmaNral saanMala. Tann NCEMEN RAT es delivered anal he.r-ens proem. 11p.ddle.g.Inch.(300mm).endaeaiedbywdemraanapemaehnNe ARCHITECTS4ENGINEERS chana,nwnmd..re charts,samples,b.nureseM.MadaW peuree by Ma LaMa.,ornysununtrad., Onans,au. B. Sae 031000-Canceele Fbrmwiyx 1.t2 WATERICEMEM RATIO 1. Immee.Tely repeaeny M1des.r leers aorto,wring pmM,uamg lvam.ehal and weaarprodlope, .-Iii Wra,supplies fabMaWs.1MaIN.-and which d.1hate soma potion I.e Preened. 1. Desgn wootl Wnelfptns in aca.eancewM APA's'Con.ae FaningO.ignlCensWdin L,Seeden 11331X.-cad-le-PITT.Cmeale A. Cm Nha in ant.ahen have a maximum wale.canoe ono a D.5o,anew noted etherwi%.. i. Cam 1.n.-I man seen days. 25568 AGOURA ROAD,SUITE 106 B. ...NWl,by the Co.e.,are nm a Dan.1 Me C N.O.wme 1 Guide' 1.2 REFERENCES B. A,,entrain.Incrae...an.shall flare a maximum ora.C,nni ratio of 0.45. 3. PmeingnC.nfinuars4p..rgd W.,:Mamtain.ncedesurfac. 12 RELATED SECTIONS 2. Design Tam-he lino deAecd.Nf.m-bacula m....l to lFJW ol.ma-bade,sp-,of A ACI 117-Shandard SpeCfic.b...la Tel,n for Concrete Consn.non and Maes- 1.13 SUBMITTALSmllnnuuzllw..a.I.st...e.ndayz.ailizi,-..w.-..manna,the CALA9A$AS,CA 91302 A SeNbn 013300-Subnna. s.PPOn%. B. ACI301San0am SDedfiutions la SWctunlLen.ele. A. SubmXacencrete mixtl.ign as spacifiM abovefn each type of mn.ae mclutletl Mthe oro/ TdloW.g, g 310.670.9144 Wi.6(Q16h¢pe¢..m 13 SUBMITTAL RROCEDU.F. 22 FORM-FACING MATERIALS C.ACT 316 Baltling Code R...inementa.,S.-.Cm . B. ',_dt.calblicaWneom.....__nN.bPph,Meant;MaTman.ta meeT.erc-I.ems dine I. W..' 1-1=11=-.1- A A Phl I.NelnMelsuhmlll I.C...'ashall,U.X,o....",Profeasionalecam,,e.e Subm'rtlallmamatim A A Gla E_n Fam-Facin9 Maten.: D.ASTM AIOSI Slndad Spe.nai.n Mr Carotin-Stere Wire Ind WTe W'ne RNaortemem,Plain ad Def-d. AS TM end ACI standards referenced. i. C.-U.uc watel spray www%a M Schedules I.given in Appendix 1. ROvide lNtinaoua,Wa,and amooN. hat.surlacie. lar C_F_Reinfa..N. C.Subnil-I-.-,date wr Il gPhed.d Data end MatalNian inWcdons fa Me felowing Name. b. Flees-Ranewe Pmabld.g Ligad Roo.TINNINll:C.1-1 a.,Fla.a Me B. Sabmitlsls ThaNbeacmmpaniee byebenIhidedlnerwiM..."neb,ind-then 2. Fumishmla est Draati ledxesl..'i,benumberajoints. E. ASTMAnSSla .a Specffi N..lw Dawmedarel Plain Billa-&.6Bs for Comate Rdnforcemenl. .an aacn-.....11,,W.1h.n.m.VMemnufac-a,ddaleol Nepudi.-n.lmarufadurers- latlowirg: r Prge. 3. Ac.pMle Materiels:As requved to amply nMSurfau Fadsh tleslgrnnasudfietl in Sactim F. gSTMA]Ofi-S:ardard5 e[mutlMlarLwr-P2 SeelpNwmMBars for Conchae RNntcrcamnt tlaaaM1all be maintained atMepq,tsiW by the cen0ad.. 1. gbs.ptive corer.As mon as cancr.eM1.sulfidenl set to pertnluppncatian 2. C_RN1.name. 033NO'Gaal-In-Place Concrete...as fellows: G.AWS 012.1-Rec-ladled-N-I 1,W.am,Re.nl Sieh Maa Inert,,and C-R.dons In R nniacad 1. AdmlNur. wi.oa mocha,Inane_nese.insert pre_etted MsorpNe rover w,enihe areal s Anane=rs.awaxaa 3. D.as14nM.d, a. Pyw.oE,....c,eMe,append Panel malarial.. Cmaele CensWnen. 2. Curing me@RNs flea. D.Mad.dXamawnmM.d;�el w,M ntl product by Specalcai,n Secam. a. ExtMn-grade plywood panel,I.In..tw conarefe forms,complying sin DOC PS I, H AWS D1.4.SWCNreI Weld Cade-Rdmoran9 Sad. 3. Jam sealmgmatenak Lap edge,NNd ends daMOPfin Iver nm less Man l2 Man. 5. Number a dlwangs and a M,NnIent data. as.IIL CRSI--Ma d PnncM,and DOsumema 63 and 65. 4. Ex'c"joimfiner e. Maihtaln.be.",.Iva_-ter eaunled,and in place,for du.atim I.6h,per.d,bol not less.an aeon Mhe. C.Provide blank.....An can suhmieal II.e D B,Pel...ecal'i.-iiawaten, and 1) Ada HDOMIgl...iy ,,). 1.3 SUBMITTALS 5, Paining Impounds 2. Moi,.,-Retaining-Lava Curing:Corercin..ts,l,e-..'.-rola.ing D.Thetype.ndnumber.I,ubm1.1l l..an Xemah.le..-,m..c.wN Sen-013000. 21 APAMOO(medlu.Aenslyovenay);mll-f-a-MnT healed acrd.6g.n.ted. & SM11pd.wing,:Comply w.M ACISF-066 6. Bonllirgagnta ce, curing uncrele.paced in widest prenuNe­.-sides and an. E. LwNadwsM1all direct apeufic.tlenfim on Me whmlalm any dwianenhdn Me COMred Dowmenta. 31 APA Strudurel l Plylorm,G-B or bNleF,.111,had and edge soled 1. NdNy Design PMeczienal prior.eelaling reinb.drg steel anep drav4ngs. "I Ip.'Ieaat 12 inch.I-mm),and sealed by,earble.l tape er adhetive. 1.4 CONTRACTOR RESPONSIBILRY 4) APA PIyI,m Class 1.S-B or better,mill oiled ane edge called, u g g g,and la[eM.N. PART 2-PRODUCTS i. Mmeeialely re.irany hole or,een during wrin,phn..-in,In,..,an.,TTM walarpr.alape. A Cmtratl.%hallm.e all submiUals in advance ainaallafim or.naWnon to allow Me Deni PMeaion.l B. CmmalMSunace Form-�aan,M.ne1:LUTbe,plywood,md&,pill.Inch. mate... 2. m epladn Gawin e.mt detail fabnun.,hndin p safidenthad. 11.A gh ght 3. Md,de bar sixes,IengM., .mals,Bred..bar hIci le,abm.p%pacing,hnl har diagram,AI 2.1 MATERIALS p ppnv pliance qua 0. Lure fu na less Mel seen days. g, 1. Prwidelean e,drersedonetleasl-.e ..nd.esie.i.0 fit .anorna,Iul .Spl¢a Ien9MsI�pspli..,d.tail...-.rNul.li[e'.Pfm,d-lilI A. .I..ei,oatadb,s,-cmanufaa-..danemna.. .,subjealocom vi . My 3. Pondin Candnuole Midi rid.l,:Msn-..n. surfaces B. C..a..h.11 .,.nesigneansheNanopd...n .1,.dudd..,andsgn.in..1uM aampe to C. Fmmsl.,Cirr'Iar dumns,Pedesuls,and Supp.ta:MNd,pleas-Bber-r d,=dplsaic,paper,orfibalubas Mal weldin,aph.,empacing,neap apacF9�and supports/orcnwele ramvicemlt ntl pMamthin lndicNetl by Me manufId-Inel,e-ne TTM apall-ms,IN-,!by Me mamdacturaa conNNously wN(ar notlws an ascan days,aaian,me,.a[anbma6m a.Me ce.y.pliae,-.qu rim efCentrad D.wmeme.SUBMITTALS RECEIVED WITHOUT THE pndue,each[.wlMT,duel,ria,ptMRS.1teRbezna Mendln9 sp"'ed tortnw.k suna.dess. 4. Wa.ntlnwTetonNreinfor,N:MMq Mamaee.d.f.,.bn.VelevanFad derails la IN sun malnalz are indudetl in antl arespan of Mese.eMCYuona.UDDn requecl.prwitlecaNficenm Wm fdl.wng. SHEAR CONTRACTOR'S STAMP OF REVIEW WILL BE RETURNED TO THE CONTRACTOR FOR REVIEW AND 1. Pmvitle l,ms w�M sufS.an wall MicknezTi.resist plastic c.nceelel.M wMm[ddmnenWl a.."bte. manaacl..INnXit,Mea mMW,lz desiMbeld bynderence.ASTM and ACT slndards meet in. I. Wald. RESUBMITTAL. Ee.rmanm. 5. RepoducnenN3Wc.ral Oravnrgs 1.shop drawings is not prm.ed.Elecvonic drawin,d.Mil requimmen.I Nese stanelan. I. Cwt....I wala-log spmy. C. Cmad.shall.tlers.ndM..esabmMalaMare,..ddowme.sdoesnol-..Iecmlaan..a .e 2.3 FORMWORNACCESSORIES bep.vid.dt.MeCimrml.. 2.2 C N RETE STRENGTH c. FlmrsloReuivePdishedFinisn:ContraaorhasopbonaMetdlowing: T R 11 C T 11 R A L requirememsd.e Cntraa DewmeMs;only subninac reviewed ny Ma DesgnFMesslmal consllWle compliance. A Fortnwoa Aca.s.rtes Matare embetlded in[onaete.hnClutli.nes antlhn9en.sh.l be mmmerddly B. SabmUaurdfi[nMfrau earn menaedar,.r supple sWtinq M.materials meet ane req.i.nntsff.e ASTM AO Pmvidecon.atestrengM,in4,a,donlhe3WC ID.aw gs. Ac-TaeCover.Al soon.Inane hsa suffdem slat to peenhappicatin D.M IS Me C ...e.n.pohciWhy..mi.h e,uipm M.,.Ilan.,,and Iab.l...Prq...in me.s.e m4l,II ild products.Do net use nmfaeM ware f.m hes. 2.9 CEMENT _abed manMg comae sunace,install prewetted absomtive mve ora entr area s a..cedes ane aUMonties quoad as w.I A.Me C.Na.Doormen..Pro ata tames Reb 2.0 FORM RELEASE AGENT TTM A,enhil aardslpenud, .hemi¢e.ms PR ry pec I C.SuhmX mel teat nports A. REGA cement nail InlpM to ASTM C150,Type I,amass noted oMervn..Use rte bmtl Mly. Ao.. n,sMenlye-MIII e'aminimumMMITINNI'-I"and-.lad"lard ntl Xis lnw.b cl Me ConWd.lO as.ndn .0 Fo.a ince nam a hall no,bentl wiM,stain.maAvenety affect cenaele surfaces and does ndimpeir p,SubmN manula.ureh dela(or tensile TTM cmnpessrve splicna. Z.4 AGGREGATE Lap etlin chic nes dehco acevand lea Men l2Mn.. c..rmnoed.ese propnelaryi,ems or ny poetised s.bsNufim wdh Me odes antl auMorinec. subsequent treao-nenlsac.n.ae surfaces. E. SUbmem..f=.Y.daainWdinginslelMw,,,.mendainsfwdoweladh,s.a. A. Rn..0md..hag_n .ASTM G3. 0. Mahlaih abzorplive wvec Na,saNnWd,and in place,for tluratimdwrin,Pantie,ba rid lea Man seven date. E. Byr.i.'in,appov.gand,..i.ng Nop Mawing..p,udd.,.r.mpl..Codnd,Maby.pres.cl 1. ""'I'lleformid.u"'"'rid inhibit.1.sWd burn-bong malelials. 1.40UAUTYASSURANCE B C.ne.'B-Set.NSm or Cecah.Gene shall conform to ASTM C33,Ga.3M.Sae cuneagll-alern 2. Pond,ngo,Con.uo.Sph.mg of W..:Mammo cen.ele lrfares Mal len.detenihadentiv,sedallfiC'd..su...n.,had.nstr,ti.-we -,m ablial,membnsieacutNOO 2, F.m.leaseagem Mfo.linennallbea.cepnblelolamlill-a a '.. e, C-dirateandlehniaeinaumdy manner wM the SeNdnad TNIMggeapeed..Agne,the bellowing gl aclNah.-AC131e, o.Islyw..,r mlessMnswehday,ailvngme,.aca ,b.6ond.Me i` n.mben,andsimilard.aa.M.ha M1a....W.ndcomeinatodohopdnwm9Swi..enwiremm.I.e P.jed 2.S FORMTIES ,doled item.: 2.S WATER fPllmvgg: and d Me Ccn a Dowmenla. I Faclwy4a b.,remwNRbaln.,. 1aa-fibeh-reimmcedplasncarm..I.mneadesignad...I.tlalenl 1 VeMyre omingst..IM,W.lXy..ixa,loutim,aMa,*,I. A. Wee--ba pendel-eiraeafdeldemous codec in.-ndence.M ACT 118. L Water. F.N.WOA,.a,Mg,h.pdrewing%,whe.er.11edf.,by Me C.h..D.sumenaa,egU.Wehy Me L.n.a,,aIlI Pen-NMeM rm.elsanl..s.ndlopevnlapallingdl.cr...,emwal. 2 Ve nen ge Digits y5igne untll Mesubmissim hes bem reviawetlb iM1e Desi Rofnaenel.Work ma 1. Furdeh urns.a leave nO lrtoeible metal doser.anlinn(2S mm)TO ins pinedexp.ed My Prope,,eln(o,cing al.lcancrele Iveco 2.6 AIR ENTRAINING i. Go.nuous water-logt. Fi Holly y gn ycommncentha Ti Inspect TI.Iul spill_Ip and rein.roanen,welding, A.Ar emreining agent shellsmf.rm to ASTM 0280. d. Flmn bo Receive G,M9C.np.M: n y by Holly Jeffreys C,b ,,v...e meacah,yol.,.es.gn,-.siaref.cornen%endo-d.ns.d[ompll.whh.--- cenc..surlace. 2.T WATER REDUCER 1. Apply.nifh,nMh,rmdnuausoperetion by pow.,sell n Ni..-- -.I- ahaori...rn-ting nage in ConUad Sun,I Contras Tim e. 2. F,iI He.till.who scree,leave holes he Inger Mn t inch(25 mm)m diam.e,In c.nnae B. Th.StUc ,lTestingllnapedi.NAgeryshallbequalifiedMa.omah..-ASTMC1077-ASME329M A. Waerraducing a gent Malcoaonnn ASTM... efM..I.Midunfa wnift-m Wcbeca. Date: 1.5 DESIGN PROFESSIONAL RENEW _dace. teeing indicated 2.8 HIGH-RMIGE WATER REDUCER 2. R,m t.relsubjeadE havy.im IIMMIn MPeehounaftelmWal.plic.n.. A Onign Prdessional wil review submittals w,Mnasnable Miapmcec, 3. Funic,tl.,NM iThei wales-homer plates b walls Ind --clan-cafing er 1.5 STORAGE AND PROTECTING A. High-rargewalerre .s (s.,.Nl.so-e)nallcon-.AT.N.. 3. ..,.In...II N'catall rte repair damage I wring penal. •Je reys 2023.05.22 B. Design PMessienahhwiewohc.hen.sMa.ly,o.egMerzlanang.me.andcOM.mame.M..ubjed _-NIS A Stomre.f.angsl.NM.v.ground,,Th K,mdn,d.an.MalMaictInist.-cebmaanmNeddsaM 9CXLORIDE 4. Removal:Aher..ng WWhas..aed...Mcuringcomp.nd..oa 16:59:36-04'00' '_IM. .e sub.MalswMMedeagn.nc ,of Mep.oledandwhh M,le,laUongivenin McC.Wd Oawmen.. 26 DOVETAIL ANCHORS uatlngs which mlght npah bond 2 A. Uae no chtoMes d any Imo int . . .aging.h.eW surfaces by me.idncomncedcd by cur1hanp.led UMar no cmtl.one sh.ltl Me Can.'act.censitla Merwiew lO indu,Me dimensions,pun.ies,and derails NMe gage gaivan¢ed steel pSn gage PART2- PRODUCTS 2.10 CURINGMATERINLS man'nNreumeamenaaC.ra_eswMgcwnpone d..nm inlerfen wiM \\)1111/// nor iM1e appovaI a n assay in w Nh Me dem-Mbeel. ga-lel dwNa an.-,,nl.s.he-.non.en DrcwMgwNad anchoring sends wnh fillerad dtfi 21 MATERIALS A Encenil Relartler.WI-nee,mon.maecen,1.brining,manaadured for.pll[aeen to hesh canal II in ce-fil aced en Proje.. ;\N\�y JEFIsR///, C.mDeal,PM.siI.I.review shall nes relieve Me C.-Th.,Thom respmeibil.ty for en.z w om.nions.the 2,T VAPOR BARRIER A DamneO reinloming steel shall lm.M t.,STM Afi15,Mer to SWdunlOrx.logs lorgnde(Gude 60 minimum]. B.AhsorytiveCorer.AASXTOM102,Class 2,Wmap doM made lnm jae or kenal,weighing appnxima,ely9 e. Floors to Receive Curing antl 5nfing Compound. t` submigata. 0.va abariar s.al consiaN.IyeMylne Meet S.ArolMdfor Mi[Mn.a. B. Wieded,ad wire lab,tMell coMdm to ASTM A1064. .,I.,.,d.(30 Ell,.m)when dry. 1. ApplyuaforMy Wfleas one.aNi,iuled.acM,inuws Tear..by power `.��.j.OV`lCEN04.}Si 0.Oalign FIN..lanal§nvlew d sabnhaten shalt not rt Me Cance --eality fa,any deviaNN I- 2.B ISOLATIONJOINTFILLER 2.2 ACCESSORYMATERIALS C.MehiNre-Relaa.,Cuv,ASTM C171,.IyeMylne Bm bullappdy,Mplene ahen apnyRcrrollttin.Irdance meMacNrMsvwieen msWcfins Meh.uveme.s d Me-.1 Domm.n.a mass Ma C.mac.,hes directed cpacft etlallon to Me d.iIiI..he 0..,,dl knpragnatid p NIANd fibehoaa.InaMn janlfaer ahal.nRMh.,M ASTM D1751,ad be 112-inch lick A Anlecin aeM I.was Mall be l fi-12 gage MIN11m. 1. C.M 2. sugedep--h eavyraimall wlMin Mre�aw Ma neamhNmnl Ynuillcetln. � wc,1TL191 eof su cal andnal Dal P11-hi.lal has given wndn apprwato Ma epee.[- .n. by NllWd.ess.slM.]MI.unles,Indi.t.--i.eon.e Onvnngs. B. Be,aupp.Ta ahen be pintic-tannd.-I Glasslbe,a..ns mnfile.re to CRSI Spedfiuh.s.Lencede brick emprawre a&ow 500.F(10 deg C):Bls[k. 3. Repeal prousa 24 holm later antl apply adzes.. L yes 3;) f _ E. Design Praessional's rev.ew ofsuhm.alsaM1ellnN be cnsWad as aaM1m.ing any change in McC.tractawn 2.9 CONSTRUCTION JOINTS may be used teA.port reim.umnt to.ball pope,[learn[.nom Iain. I PmOi nen TemlWreMe belwen SO deg F(l.tleg G]a,85 hall F(29 deg Ck Any Net., Ieng.and lane..magee,an9cunng pend. f SLAT .( .Contra.Time. A Provide key type...forms by Vulcan screed Idol,Burke Hall Hold lam for.Fenn-IRA, 2.3 SPLICERS and T.mp.l,e Above BSdegF(29deg C):WMe. m. 1.6 SHOP DRAWINGS A T.nsilesplicars,M1a,lb�-.I..l.v..,h,,254d .W,rR.d,..IASTM.edfiatlmmimum,.e D. Chang Paper.Eght-feet(2438Rnal vide papa,consisting ed MO layers ef hb,el knU paper annealed wiM 18 ENVIRONMENTAL PROVISIONS i�s9 (O ��� A Presem load.and Moh.9hm.n.,Tela earl,dewing wM Project nems antl numbs:ieemM,nnelement PART 3- EXECUTION AnnlM. dwb1--an9 of esphell. A HW weaM,.ncre. F 6 adrewings by reference toshe.number end tl.ilaCentrad Oowments. 3.11 NSTALLATIDNOFFORMWORK B. Compo%%ion splicers snarl be.e mechaniultype such lM1.Mecompressim stress istrn3mmetl by ane b.nng E WIT,Wdll,.r CanplyingwMASTMG16D21C1602M, 1. P.oudtn llMMNII when lncrele,I., z to exceed 77 IRS—Famm�han t ////�10NAL B_ Rlha:I.d SWCN11 Drawings fa sh.cn.Ngsla not pe.lead.Elecanc drawl.,fila will rid be A Comply_ ACI n1. had in[enemas cele.. F Clear,Waterborne.Membane-Forint,Oisslpaing CUM,Cbmp.nd:ASTM C309,Type 1,Claes B. 2. Fmms.rei,lr,,steelandsuhg,,nallb.loggedo,spdnW.w,-,w.t.pd.'..n.ee /'11jjj X11\% provided...Centade, B. Centened bowel,so..I-.embers and nea, Sare.In.shape,laNn=n e,)"In,and Pnifi.r 2.4 DOWEL ADHESIVE G..1...,Wet--.,Memban.Firming,NondbalpeLing CURngC.hn_nd:ASTM 0309,Type 1,Claes B,ce.ed Mplacemele. o52a2o23 C.aerRlyfi.ddhnansinr,sM10,lel ionshi,,oadjacenl.,...ltealuresd Workaproducis. whin ldehin-ne eTACI 117 and 1...ply-McS.MRe Fidsh daignWm.apidned in Section kAMesire.rreim.dng...IslneaeJn,.h..a nallco.chat ASTM 0881-13,T_IV,Gntle3,CLASS& by sung compound Inandunr to nm interfere with bonding Nfl ennin j. 3. Expeeeeallaeme.t.thecnc,,egO. ..I 0.AO.yNM.T.kad.N-N l.h.dnwinge.hMe D,,,gnFM.,i.ars'eview Y.ampi,lobema..inedaT 033000'Cad-la,mce c-ld,I.sa- Tallinn, D.B C erupt ga lance aha epoxy l.em.AAheein Nall Inset N A wO compenem adhesive eyrie. dna.in H. Clea,..Nn.ne,Mambane-Forming,CUhl Compqund:ASTM 0309.Type 1.Clans B,161.25 pa�ent,de,, Mastcunn9.he.elen.Ce as s az Me surf-ce-finished and III.nfinue 1.at least Mejob z8e. C.Llmltcencaele sunace Megulamies as ltllaxs' III d paraagingConneclnloamixingn.alewidch MMroughlymi.a Me.mp.nisaa Xil.gea.edinlothe nIndnai.bg.cM�ed by dnh,i.mpwnemnWacNrerto rid inten,e wM Nntling dflo.cwenng). M I .ern Bays. Thi.item M1as been cl-icalydtned 1.1 PRODUCT DATA 1. SwlanFlmn-1.0:ACI 117 CIaa D,t inch(25 mm). Ade.Adhesive nail have pease¢ICC Ent....Service,Inc A p,ce..lene 30B far Ion,lens creep ea be I. Clear,SOInInBane,Member-Fo.ing,Curing and Sealing Comu Nd:ASTM C1315,Type 1.Class p. us B. -A l, concrete ane aealnby HoOyJai.FlIdel A Eu any pages wash are pertinent:...-cin IF,I III—pined data be.dntiy pafinent producta, To.e uwdm rm.eN surfaces rid eryosedlo view. speuhully apprwee far use in aaued cennae. BLEED Valetlle Or,enic Lallon raguladms. 1. Proudure.pplieswM1e aperioddmore Mn3zuuessw¢d,y Meaver.gedallyahlempa 1, license nwnb.r-A.he Me dee anchor Maanaa0.5peur cion Sedionane Arad-ITher.SMwrNerenceaWndard,.pl,.,a,,charaderi ..end 2. Sadao Fi.i...0:AL111]C.s B,il4 in.-.m . PPdhN3.a E%ECUTION J Clear,Wa,ab�rt�,Me.bane-Formic,,Curing TTM SnlinA Compwnd.A3TM L13t5,Type 1.ClassAMuslmael dmpa bI-0 degrees Fah.nheh and slays be 5a degree for more Man ane M1a et-1-hour IimestamIF Ne.cadighdcind.1h [apacN.;wiring ane piping diagrams ane[.,bola;component pans:Mkhas;tlhhensior;ane requind-Inc.. . To ha end en clave.aa,c.exposed le r.ew, 3.1 FABRICATION I Volatile Organic Cain rcg.an.nz. De,d. Pmnled copies dMlz tl.vmnl ere rid B. Modify manaadureys stmdare anemafic Onwings rte dW,rams.s.g0lemnts.ndam lno.atlonaM to 3. Surface FldsM1-3.0:ACI tt]LlassA llB inn(3.0mm). A Fabnule deal in a[[i'dn[e wM ACI 318 antl CR5l slantlams. 211 FLV ASH 2. P-d!wind.I,Nwh.a d.d..e.proteatinnlllypl...d...I, e. .nstdered eigned and sealed and Me proviMeinfonnanonapeahcaly e.tiuble.Mew...Oel.eidw.a..n...i%.appli.Ne. , Tebe.led where r.ln n the drawings for aMilecWMly fi,ahed.nenne. B. Bendbanld,13- cat-mellbars.Nofinkinending..be pandlyambebbedincin.deiapam.led, Fly asM1 Nall be Clm,FIly,an WI A loss on igNtb.Il,,,Men five p-and or Class C fly ash.M a i.z.n 3. Dumg cannOP'ted mnuele wAh.IYNM1Nene Neelsa gsWa,ing Mantras Tor at least[even dgnea,ve mb.be vaM.tl.any G-.dcnmaNAh-,I prep,a........in,rid incle-a-in-ccehe O. C.,...w sfithTem.9h Top.adloss.[onerd..... un.s.p-.Ilyappwed De.An P.f..ci..I.ndnh.-e by Teann,.dlnspecti.A,..,wwa..s. q ignN.ndl.s Than one pact g arra.....with ASTM C610. eays. elearonicc,.p.. 1.B SAMPLES 1. Mlrinedulinte. C.I WNd Ily le indicated.Perl,mweldleg in a c.rdM.wM .1.1 and.AW5014. ACCELERATORS 4. ono nano Nan Me[enLMe bempe.N.dill,beer.50 degrees FMrnhal III,TA anpping A S.hmil.l.nge.m.-.w-Slandandfinish.estep.h...-'e.rinver.uirc.e,,...p.,MW, 2. ., VdCon.ae:Symhh n T,.dSnlointain.rms. p.Tag remfarfing steel lo,psy Mendficdion. 212A Nen-cMMee eccelerNon shall.I-.ASTM CA94. fortes TTM reshain9 Me abudun. indiunng-1,laxble,and pademe. E LensWdremwact.Fear,.'Me lWIMIN,hamme' unace, 3.21NSTALIATIDN 3.13 RETARDERS C.Prwed�onwe.lremdry.gaMexc..sivelemp, ,f,Mefi,t.ev days. B. Submhsam es.ill.sbele.nn-TTlr.andmstiva an -.M.me-..,e ddb t Yremove mg.pryda agecnm nc III pen pMuds,mdu ,pans q,r y . Pmvidews,armed',lh IN w.,ettripp,,g,aydhma lcKencnnaudaxs. & Ba.11epp.11,-I. caiman..... dT..S11 cls antl curings. A. Renrdas shat lrRorm.gBTM CA94. D.P'aedfAC ION JOINTS nvnntl. De.iMPMessiena. 2. Provide,o0 forme 1.mclMetl wnaussleeperMn l.5 haimmal.tveNlr B. %ace,aupPon andsecure ranfomement against dispacemenl anaccwtlance vri.ACI 318 Tihd CRSl.andaNs.De 3.9 CONTRACTION JOINTS C.Appnvetl..pill whirl,ere N pope,site may beincc,o to Work. 3. Ins.I keyways,re I_.recesses,and-,accen_.....y removal not deviate hem atgnment...A...1. PART 3-EXECUTION A Obtain Design Prefes.I.al'a.pp.val.'I.-,n.comnnon jtlrn. D.Label Man sample ori.idanTMutlan Doom use mst-stained,creel,/ohm-facing mdanal. C.Place cincrae hum rein(oroementsupporf paralldW main ranlorcemml. 3.1 HIGH-RhNGE WATER REDUCERS B. DOIlpa..contraed.hi.,n..n.mad A....c-p.h.ala,,o,shea,wals, E. Fide Finishes:ProvidefW.ample,.P,ole..a,I011ion accep.daTO Design Prolessimal,asr..:retl by G.SN ee,ef.nns.bulN.05.and imersneeiale weed ships forslabs 1.achieverequ6ed eleva0ans.e dopes in p.Metall wet IgestpnchcedelengMa. A Hi,bilge_Nerretlucacaretobeaddtl.tdosagencommendedby Mem.nuf..re,Theslumpa Maconcr.e C. M.cecohbadi.njdn.1l.lsbuongndaesi,diuledan.h D..rn.. I intlividual SpedbuNn Section.InslaO can sample compl.e and finuhetl.A[[.pMle finishes in place,may be Tinened...clia-lace, de l.w rL.cate wadn!rwve febrisin.el,IMMI efSllle,In s-.-.I.holed in drawings. shall be one 1.-ine- Umelhehigh..ngew.arfetl.ce,s.re..ed.Don.penit alhcuceeW 3.10 CUTTING CONCRETE Mailed In[implied work. 1. Provide antl seals to supped scran seeps 2. Q.nap men enele,plus Mminchesal side and enjoin..OlfenIap.dMd)oinmgsh"M" cmtammgzuu E.R.Aic¢ers.comeih.ma.-.an[ d rid ln.imng.upePlOstidzers. A Obtain Desigh PMxcand'a ehRNn IFTI pi�r.[icling cen ere for inetalle ion a oNerw 1.9 RESUSMITTALS 2. U anke,eft-plane-nacnng-tynleheas. ,oN..1-th,....lain i,0Mer di,.cUih.Lace nape N,M wires. 3.3 ADDITION OF WATERATJDB SITE 3.11 PATCHWORK AND REPAIRS A When,a,w,ilsa,,,t,, wo,c,n=,wiMM Design Profaar.nar,lpe .r MCCmtraa.shall H. proidetempinryopeni'gaf.danoasakihspecnmpMswne ,i d.areadf.mworkisiraccesside. 3. SLpponsuangshall hNlceee2fea. A -linebachnckelsindiulig Meamounldmixwalar_Nhheldd..b.npantf.eechl..d.1 hcnle 0. Nmify DeagnPMeszienaT darty ddeNve areas in lncrde,o be palcheA or repaired Repatr and pad,daacWe Adancic Beach make Me requimd..anon%.Upen requecl,resubmit one came.,ser. Clo,eopen;ngswehpanela6ghdyhttetll,f nand.cunlybnudt,re,,nl,s ea ncrele E Fumrshand Mstald.11..mech.ni,,IWICesat M,,ntl.s.fw l]e,sau.n,aneplers.pe.tt.MN..., demand.Wall,maybe added.Me beach MF maximum pmnisz.Ne waarlcemera Ilio nor Me as wM n-.mh,md CW.t da A.teal over IN.inches Ihu=.terl0 solid cee le,rid rid In.Mena B. C. ,r Mall dire,,eldfi,hal oh Me rewbmlXaITill,,I,!,,including I.........in ly 1,Design .-. reinecameMordwal.medln9MIN-hn.rsen.s. mevnum dumDis exceedM. d1p ameinn.M.b.cci ef-paryndiwlarlo...helle sudau. PMessimalnaevims%ohms%ion. 2. L..t.t..,.,.eningsinformsalincmapil.slocan.n. F. a0e,i.c.v .ntl.lennusihac.rd.cewilh ACland CR513pesifiunons,unlessihdica.-TTM ,,ae., B. Water Mallrid tie added.Me beach after Ie rnuh.tl crIen.Testing has been ped-d. 3.12 JDINT FILLING DISTRIBUTION Cham,erxleri-....and adgndp...hentlynpice.-nen.,P,wide3M-incichTAda'A llcwrrs. . Ctwal Drawings. 3.4 PLACEMCNTOFCONCRETE I Pre ,A,cl.,andin.all lone fillerm.cmrdahu ,,,VIad MN`,iV,a ehac,ns. A100is._.,.rep1-crildshe,dravnngs,copi..Fl Audda.,andsampleswhichbear..D.sign J. .,m.chAn j-..,..,fern-.Plv illy placed cancra.nes less Man l2 in.... G.P-l-deennce bleaeen ban al nolle[[Mnl aI,vt las Man le bar N.,lices or net an Mab 1-1. A. Depe%il can.aeas hearini,...I to find potion to pn-ift eSregai.a Comets. 1. Defer)aMfiAMS until cncre.hn aged aNeea th-...M1(dx m.-oar.-Mcbes.oMar Atlantic Beach Country Cl PMessimays.vie.I.pl.io.defi.,R.aeDocamentaDle,subcoradon,zuppliars,o.r.fledee K Form opening,chase,ogee,linkages,keyways..9lda,blicdng,shed,ntl.1-lids required in Me Work. a.,I d1brge aggregate,whiner isgree.'. B. Dohduse.1-m maquipmenl.,I.,ingandf.aM1,n,wn-. a.Oled areas) 'J-- Clip. ntl mherenatinaMdri,,ch-ah. 1. DNamines..5aM1ow0nsfra.tra ,pcwieingsunuems. H."Tat mn nal W. h-ch.h...r..Nab,n -inn expocetl consort aurtacn. C.Placa.!Gmmesla.for p.rthi-intil w'IM floor 11.1. 2. Donn IIIj,,at,uni...eWN.Man,has um,nemly uasee. phase B. WI,Nall be ih acC.ean.w.M And per.m.Md Tran Me reviewed Inwings. 2. Dh.MwMenepprov.dA hhedpMr.fimlingopnmg,,Nl,diuted.D..igs. 3.31NSTALLATIONTOLERANCES D.Prepare place Nnp-M,mhleenny.place.,q.,--.in l n--ACI 3D1 and ACI 318.WatfMal B. Remove dire debris.Saw[,hangs,conn,wmpouMs,and.alnhom j.ims:leave mntacl laces oflams clean rid PART 2- PRODUCTS L. C.zWn.nd Mwemem Janl, A Comply-ACI1171orina.Ilauwlde-, bNae pt-9 c-ae. c, Nd ILI 1. Clsbuc jeimstn to hr wi.hin.y.m.I.I.d.e.sumac.plane d--.. 34 SPLICES E. CencrNa PWumenl C.katal san,0igid jet.Nal,Nd c lN_w--,d.s and aleaa 2 inn.deep.fanned lel PARTS- EXECUTION 2 Meaal ai.ngM and.MMannu atl 11,,1 are nolimpa.d,al lOubee-Ocoee I as A Do het aeli.rani c adT except es ineic.ee m SW 1Drawings. BN.epla,enq--,I,verey M.inaadadon efle wbrk rcinwcemn6 arch etl Xems,and rap. D.Overfill joint and Mm jam fill,11-wM be,bfjNrh efla hardening. 16005elva Marina Drive N.Use.. at, ndbyD T,,nFMe%oma. B. S.gge'eplicni-Inn-ehin ACl318. rewdaia.mplde aha M.required inspectanz am Completed 3.13 CONCRETE FINISHES END OF SECTION 3. Place jons pe.ndi.1a,tO mein re-rea.e. C.Tendon couplers may be used and inWlled....name wM manNa..rera epenth.-ne, mmediale,ypi I'DIn.a pi...,Mace.vapa,ar,for Mamage and define. A FIN cnahae 1.accehdence wM ACI 301. Atlantic Beach,FL 32233 4 L .ms Torbeams,slabs,,.s.,endgiheenin Me middle Minc Il c. 3.5 DOWELS IN EXISTING CONCRETE msnitaden,IIN,palydaMedve rte. B. Sm hF-ed.slab,to naneas and lenhen leder .wlich correspend.IF 25 20 minimum overall lir AFFE beI eT OMeljdndm9lnereaminima.di.tenaealwice Meb.m.idMf,,..beam-odea, A Mall dowel.and dowel.ch-e in......I ori.Ina Ncra'aommeneaons. b. Provldec..nuw%m%,anonofvapwretan.dun.g.n.etepla[eme..d..N, carpo%it a Nallmeasundvaluesand FF1l Ll2minim,f,ranyindivlduelftoor5edi.. SUBMITTALINFORMATION AND SCHEDULES o intenecuon. B. Miranu.emb.mania.a.1h.Ibel2bNdi.m-re,unl.,,-d.-ise. "'..."'I ecessary repair he damalandas sa Work p,Snana. C.Fer caned..M receive woad Aoong,fidsl.na.M%.and le-Ineec.el.m�s-.1,cor.p.dencal.FF REVISION S. Lute haOomal j.;.I In walla rid cdumnaalandicend.cancla.elate.beam,rid gied-aro END OF SECTION 2. Nary .r '.dandlesnngndinspan.agnd.24hm,pi...mm.umemd.ndde 'El 30mime..wenll1.sompoahe ef an measured vola.and FF 30JFL 201hinnum IIany i,.ivie.al loo- NO. DATE DESCRIPTION PROJECT e,Me 1.eff.n.ch n'Ooa I.I. ",vnem. le hart 1 S. Sp.c.v..r il..inwall..,S,.6ud.033NDCanln-Place C.-hate. 3. D,.,iWdwale,.sonaded.ringd4v,ry.al Project site, de n9Nba .en.In..MFnh ehby D.c Forme.Ideck.on...,O.-s hallhehash.l..n FF25. 1 2-22 SDPRCING CONTRACTOR e. Louteldmsbesidepeninteg.lwi .,neah.mer,andincinceded..n.s ....anI-brg,b.nNce...ad.....mllndi-.d on Ma cnaNe calvary noel E F b..h' ed len-chen,FL.a...c.a.apply X slM is.s.d aflah shoring a nmwed 2 02 -233 DO PRICING wM1,e possible. SECTION O]]000-fAST4NFLACE CONCRETE . Don..edw.er.c.naha.-,.ad.gl.gh-..atdsee.a,gad.laure%.mi.un. F. ".bsiwhichd., .eelMellaW: .ndled.essmlena.hagberepairaeenrePillM 3 03-30-2390Yv CD CONTRACTOR'S ADDRESS 7. P.vide censWedonjohni m.-Nd.ce wM AGI 310. 4. Be.re ta%a sampling and placingc-Nal,water may rte added It Pealed ad,aut,kctelimitanone d 3.14 FELD QUALITY CONTROL 4 OS23-23 PERMITSET .. Provide,,2-indadeepkeylype.msWa.joims,.ddeanplacemanlfo,sl.ba,b.ma. PART 1-GENERAL AD Ili(ACI 301M),ba nd te....M the Tim.wAmo�ted n Me cn.e.dear lmkeL A SpeCla,lnepeedo..:Spetlal Milpl.e.pan.fired ins and lns.non.and pr.are tehil and IMNMRd, walls and fooling,.Bevel fines f,any removal. 11 SECTION INCLUDES a. Donaaddwaler.Inw -r.dd.g Ngbean,ewder-ndungadmi.N,eslom.l,.. ,-III. A. Remove I...a paNdes and l.ency nom surfa.pd.r to pll Me next lilt.Chip Me surface To e A S.....hic,.%cast-bap.cec. etewwkindica:edh..C.nhad QDwmnls.,dhelwi,.,q,etll.proper 5. D.osit.,,,k,corelhuuslyininelay,.,I,h.i ilayersds.ch Ugdn.zs M.ho Newln.ae B. EngaBea quefifiednsfing end inspe.in9 a9erwY.planer Ws,s and inspndons ane._bmU'porta. PftOJ.MANAGER PHONE(_) FAX apM suffi[ien[lo expose smn0 cin.ele. Impin.tithe A- is plaan on con.ete Mat hsahanened en.g.t.rause seams or planes df.am.,. C.For.ach lcatl d.-ed,submitMf..copie.Ib.n delivery UCNel to being egenry,indicating quanny,mix M.ProvgetempopryI.Msl,tt,,glllamworkwtI.requiretlmlaugita.leaning aneinspection. 1.2 RELATED SECTIONS a. g.section until be pMud,,,Unuouay,provide c. Ncen lams asi,ica,n. id.-I n.Min,"re.,deal..Nen......reg.e.ae,Lesi.aitconlem,Uesign.I.m,.Ume..I.ing,ahtl SUPERINTENDENT PHONEL) I.L_I L.rate portsantlopeningainboamofvaM.1t..,,ihinc.zpcuousl.anon.losllowhushin0 A Sectian013300-Sl- .1 Sinminala. b. De posit concmte in Iod s egaion, amaunl d wat,M.un bead.I P.le.she. .drain. B. Seed..0li'll Con..,Fo irk c. DMp.et[-rete in hedeentel layers a dalnet la axceed.m *design pressures And.. O.mspecachc: MOBILIZATION DATE 2BTC.etemp.aryp.taand.pning,Wi dghhMnrgp...I..MshwiMmsidefen.INI,and C. Section 032.0-Gen.eW Raidorcarne- a mane,to neid.elneM c.-...jell 1. H=INIseM d, neatlyieed.ae lelnte Ill net he a.erent in.xpued concrete,arface.. D. Seed.w..S-N..E-1,Ghoul. J. C.nsa..eplacedconone-..IheniW vibndhgequipmenlan...NOnce-AC1301 2. G.hea Tan of...ef required tl. mixt ign ure. PROJECTED SUBMITTAL DATES N. Cinhicneeantladjecnli-c..x reive...Ine.Remove cinal p ,hic,-had.din,and da ndelbi,bud 13 REFERENCES (ACI3OIML 1, Canoe.placemem,including conveying and hepoziag. ndore dieing concrete. A ACI 301-SpecdiceUor f.SWChaal C.MW la-1d,ngS_ 1. UO n.use nenab,.MellW c-nale tri,fins 4. CuMg proacan.and m-carence.onng.mnanann. FOUNDATION,CONCRETE STRUCTURAL STEEL MASONRY O.Rwghlen1.msandbrad,ghebmpacingc.n. ,asrequtrod,.p..el...,I....ndrrinlainproper B. ACI91B-Building Code..puha IlerB heal Glade. 2. I...,a lhMd.vibM veNlTlyal uM.mly I"chNII-era To Tepidly , V .b..a,c.,eta zVengN balwe remwalas.ec antl lo.slram b......d webs. B REINFORCING Q angnme.. C.ASTM C31-SWndamP,ed,(,M,MhgendCulhg Cmwele T.stSucimehsin Me Fieln penetrate Placedlayer.d.ti..t6inches(150mm)i operedinglay, 8. Ban 1-MancUona:Ohannden,bells,-datcmined by Amsted. P. Coes entad wrfacezd.ns wnl lomareY:ase agenh accortlin,To manufaW,eys wRMa maWCUena,hNae D.ASTM C33-$1811dan S.c Vtk,n WCAnFh eAgg'Mgales. 3. Do rid insM vhreT.s imo lower layer dcenCm.Mal have begun.lme dasdrity. E. CDn.deT..:Te.n9aump0s,samples Nlresh can.eWo.aned in a.munuwire ASTMC172/C 1]2M SUBMITTAL DATE SUBMITTAL DATE SUBMRTAL DATE plating nil-c-hand.Do end allow excea.nM........tTh,[_minae M forms,...I,_",,,t v4M.n..e E.ASTMC39-$tandaN,Tnt Mnied fir Compressive Sbah,o d Cylindrical C.ncrNO Spedmwrs. AI.-Incera ,Ilmd duratien NVMranen to rime nnMeary.ensdidall.-ae. cha0 be pono.ed in.ceacance w Me fdl...9 nquin.nend: surfaces against-el heal,cenae..1 The paced. F. ASTM C.-S.ndaN Sp,.I. on la Ready-Mixed Con.ae. Ind[eeNal,MITIMIMe ef ramfechan-tell IMar embedded bens--nosing 1. Telling Frequency Oba in.e mmpasile sample.re.N day's pour be cenceen minae fo. .. a S'ne P. 8 Fabnu.r Ilr .2 CAMBER G.ASTM C130-S1nMad Tena Men.f.r UnNWeighl Yieltl.and A,C.-,,(.nvime.c)IConaele. mixture.litu.Is t.,enegae. .ech I OOeubee laces per Senon 1. p.ra0en A Camber fan—la slabs and beams To mm lar entd led dadienms inf0hnwoh hamenlh f H.ASTM 0143-Slandartl Teel MeM,I,SNmp a Hyd,ulic Cement Cn.ae. , De�snane.lnadidaelectne l.A.rs and.Obs in a c.rdwous nevi ehhin limits d When DR.—.f tastlng erovien lever Man five 1-inn"avnshength Talc for each Equipmem Information Qualirnafionp presale prior to 9. ) ASTM C1s0-Slandartl Sped6unM b.le"UMM Cement. -I- - .n.eWla-re,, n I.I.....pNled by ALI117. .joints,and placement o(a panel.sedum rs cwnpleW. -ng Nall he[Onduded h.n at I.n,Ave rentlomly eN.Wd belch.or Con...MUDesign Ann.Belle B.n Sae.creetls.la like sembee.man.in specfiM.ncMeaMdmess. J. ASTM LIR-Scedard PNcdceMSampbng Freshly Mixed Cencmle, a. Dona place conchae fl.re and a-to a ch.narGo.n eequnce. from each belch fewer Mn five are U%ee.(REVISE TO 31F PROJECT HAS LESS THAN 5D Embeaedllema _ 3.3 FOUNDATION ELEMENTS K ASTM CI73-S.ndard Tnit Men-for Air Content ef Freshly Mixed Conchae by Me VdumeNC MCMed, b. Consalid.el,aedumgpla.manopennans.,.m,elei%N..ghly.,Ne,o d YDS OFCONCRETETOTAL) F.-Ad..RNnd-9 Enn.n B Derail A Fon funbedon.-an,.Bsoil w other chn-he am%uch Thal e.M therm lams are uncu-.. L. ASTM C23D-Slandartl Sp dBlta.f.Flow Tonle.UamTesLsa XyOraulic Cemnl Mn......t and i.er.-hadded...I and I...man. 2. Slump:ASTM C1.tp.3M: 11 .eaN'Bs B. Sides aeMeri.rl.untlafim walk,antl Nmetl-0own slabs aM1Nl rte warmed. M.ASTMCli-SIandard SPedfiudenler. haemo.,Adin-ne f.1C..da MTi'.N ,n ,int.sememmp.s..n.nnaindunnga.c..Plalmem. One test al pun,dplaumm,for.n compasite.mple,na..less M.n one l.:f. C.Malnaln minimum Cwerege d rein,dn9 el.l aelndicaled m S.,A.I D1wnPh O.ASTM 0494-SlanMMISPedficennfer ChemicalAb.ix fob Concrete. de ScremslebsuaceswiMa%b.ghl.d..ez.k.e,o.ne.e ..I each days po�,de�n cenCMe ni,x.re. Q SA INSTgLL11TION OF EMBEDDED ITEMS O.ASTM C618 S.n0artl Spedi.b.fe,Fly AN and Raw or C,I.Nil l Poaaleh Ter Use es A M.,ai e. Lavellmae,cN high ere..and fill low areax b. Pen,.adeil"n ICI ata wM1ata[.orae lnsis.ncy appear.nange. W A Sd and....I imnaddelpplain.b.Mg plates,and anchor bNt. ......_.",NTA,l M'rv4ngs Porn..in Panad Camem Conchae. f. Sl.e I-n,.nib.My 1.1-.he,.regaled. 3. S.mp Flow:A5TM beent Cla M: end in sun a mann,to pre-Itusplacemem during pliIneehn of renal.. R.ASTME1155-SlaM.1d L,Me d.r Detemmling FI.ar Flamescand Levelnena Ueingthe F.Numbe'Sy Wm. S. Begbinidd A[efingu.ingbulln.slcoreahiealo.-.Un.m..Pp .,..-s.nace One,esT alpanl aplacamm,lor each cwnpuite sample,bJlria less Man one,nif. 1. WOOD B. Install annoe.da,ae.haNy I...ed,.eleven.r iMR1nticlarli wM telerancnel Sechen 7.5 d All S. ASTMC13t5-SWhdah5p,d,c,nf.Llq.,d Me,l. Foring Co.p.nds H.,t gSpedel R.pemesla I ane,be(,,.axcn,bl.dwalw 111 en Me sunace, can days pour d can 1.ncretemix.re. U) 303. Cum,g.M Sealing Concrele. I. DOn.N.-bi luhslab.UR..hel...etarong MN.,.Pa..,.,. b. a. Pert. .de.natieaswhence..-,.sleng.p.enlonange. s/l SUBMRTAL DATE C In-and Se...peal-required loin hangds,,Inn.,Mich.,TTM riles. 1 NOTICE 3,5 TIME LIMIT 2 ..C..M:ASTMC2311C231Mp.e..m,e,d.(,horakweig.Cin...;IASTM D.Ins.Il.til Innicaldwmalann,ing%IotswiMfA tripsar,tl..i.sffc.craeand,..gwl!I 4A Nonly D.i9.PM ,...W,nd SWd..ITez,ingllnspecd.n Agengnalesc Man4BM1.npdorlopl.d.g q_ D.os,Iron.ete xitldn lean.ne-hare haws all,nalNFg. C1731C1]3M volumeac meMoQ.rSW.unllignMetgM[.[rete). W Tress. U.Ine i diealsd.m..ea by Me Din ing,:. .bane. 3.6 FINISHING FORMED SURFACES a. Onete.in-ah.mpo.Iresample,ban.lesa..n..I.I(i,.chdayzp.,dean !11 E. VAPOR BARRItlitemsimmedialNy pMr.cpwete paumen,. A. As-Cast Sun ace Finish.: co FTln,Ft.ure. V 3.5 WhPO BARRIER 150UALTT ITFIANCE 1. ALII P.ts[ed,li,S,ffiOAa-c.t Ch N.(3B .)Md,p,IM by lmn-.dntma.nal. 3. Conan,.To tell ASTMm,-tared-!: Q Rema..: A Ware Tndluntlontch andpacl vapa..IOv,sewer,pPFg,and,coolersuddase,hulbd.w Inst'.and A STrucNnl Tes.Ninia pccUm Agency%h.l PMnonn Me.l,owiggaa0yrel.ed'dem.: a. P.c.n Tarter Man l-1ahM1r.(3B mm)wiee.1121nch(13 mm)tl.p. a. Onetnth.nyndneiIM fe,aure is4Td.F(4.N.. C)and be.wwBO,gF(27 of 0 rid bMind lnsul.ion and exparlenlOMR al aidewalta, 1. Examine comae InWk,o veMythan Conpaea.ears popny mixed. h. Remove pol,fions larger Mention(25 mmF .4,.ATT.n.C1 and one.sl lohean lmposlW...N.. Ll Budlep vapor bam.,aixinohce.I.-ai spices. 2. PeRmnealumD led as deemed ne.. .1 can eenwaelcad.Rem.a water or Med.aree c. Tie hdes denolrequae patching. Une .Al'MC138hesh unh weighN.unlral conaaeapSTM CSfi]IC56]M hsa.ora O C.Do napn.ur Peleama. are ddeelo Mec.rhe..t M.jobcile.P,d ,dd,bm,1,lump.s,saherlobaiteadjusimems. d Sunace Tolerance:AC1117 Claes D. weigh Ndmalunl bgMweiglnl.ncrda. L COMPLETED BY Oq� 3.6 REMOVING AND REUSING FORMS 3. Cen.eta...g:OMeinoneawnDosi..mplelo'eanuyspwrof.ncmrre.maWre a Apply To eI.I.suRaces lnol exp.ed to publW vtew)aln%art locaMvnas. Onatesl late.h.mp.M sample,ba niN.aMn ne,.tlor can days paw ef can l O A F.mwoMfe.d.d..am,.Mi,Ilumn.,.ne Simlarpar Of.e-.Matdoe.n.a.pM .i9M.-on.I OingSlye.plus one sample for can atldNMal t00..yd. 2. ACI3MSunace Fihuh SI2.0:%.,,,tln.aelex,Ni.panedbyf,m-fadng.M.dal,.r.oW,n cin.aemix.re. 0 may Oe removetl Mfta cumuletivay.nng.nol less Man 50 egF(10 Deg C)fa24 hmrs offer plating c.ve:e_ a Ataminimum.nlain5compnsiveabnPMW..,... rwelemi.-Per AC1310, an.tleRyendsymm.n.....,A.amin'uhumdseams. 5. Co.,.N.n Tea Spedm.a:ASTMC311C31M: END OF APPENOMI Cm..le M1asbe be ham wnechheria be damages byf-ine,al operations Ind 1u 9TTM pMacN,'Feciene 4. Pere.rip.Rle .pletaken,m.1dou,aW&a Mld.ecimensendlllldtwofieid..d a. P.chvddslary,Man31,,n (19mm)wkeo,lainch(13mm)deee. C.t ntllabor..ry sure faur&inn(150mm)by 12-Mch(3M mmlcyline,apedmerfor heed TD be maindlnad. apeA chi TAINT,,elhp....in stren9M t.nng.Fe,can sN mold.,record: b. Remove pne,nder lamer.a.114-1,IS Tm). eacM1 w-1p-'1-.' ampte.,,FdIft-rag egenry n.ses,o uae4inch by8inn ryl.tlers an 0 Q SECTION 031000-CONCRETE FORMWORK 1. Leave.--o fa.e..ats,joi.s,.lab.,and-.'.WMM.anend M.,u.onw.igMN a. Slump c. Parch le add...CNlnder_111 rte reputed. Z 11 n.d o,u,,Quoc,.ebazachkv,elle.t]Op,centofns 26daydnSn.mpr.sive b. Pi,I-. d. Sunare Tenance:ACltt]Clasa B- ire a.inio'alwre,aM field Ira Two alnaae creme,sped...f.den a.np.,X. V -I- GENERPL svengM. c. Unn wag. . IcIhons:APpy..n.Neluno..lexWcalb.,NG,view,]Ito receive A rubbed Mishl for pl,Neent.ltienofeeneleal Nthf,fNTnwwMnMng..r 1.(DELETEIF Q LL .1 SECTIONINCLUDES 2. R..ov.I....III,Ian..have ben enahged to pamilremwal I. --l.Ocenin9.1 d. T-,,ANn,amnientandem.ete Io be cweretl all acmnng IN e.c..S..ai..".ad di.N..,--.I]aln-heasen> SHORING REMOVALIS NOT REQUIRED ON PROJECTI _ A Section lndutl.Me tlesign antl ereNon al.mwak.NOM,andnNoa,g.r castinp,e Increta and tliatu.inq shores. e. "'.."'o..."" ocation of pacemenl 3. ACI 30,$.,.a Fads,SF-3.0: Ca.,inia..rc,And held wre bec,and-,ybadlh sp.im hl can c.nposne /3 - B. Clean antl repair.uRac.diamra to rte rcusetlmMe WaM f. MyuMNnent Mlamad.,suchaadblionifw.e,aean....ixN,ea etc a. Peaty v..sleger.an3l4inch(19.T)Wde.h112in.(13mm)d..p, sample,.walvatim N.ncrae strm9.atimeff p.t-Wnsien.g_(OELETE IF POST- U 1.2 RELATED SECTIONS 1. Split.frayeO.Oelamina,M,.O.erwkemm�edfmn-Joan,maenelare-acceptable f. B. Repo in wri n9..tlirecteM Dy Me Design Pracsaon.,mMe same day M.I.Is an peRo,meM. b. Remw.pgongmlarg,Man llB inch(3 mm). TENSIDNINGIS NOT INCLUDED ON PROJECT) O w Senon013330-5W[N1I5.b.Mala. expo see surfaces. Reine,II lc.mp,.sivaab SNncIsis Mall twain Me project id-1,11-b-rme ntl number,I.T.a c. Patch be hdes. 6. Compassr,-lren0MTelN:A5TMC391C3 . J ^ 8. SnAil 032000-Canine Rem.nenni. 2. Applynew loon-M.se elle.. .ale placemem.nameda.n.eWW.Sag.ncy,.nca hNcN.vnpesavesanoj-.iohd J. Sunace TN,nn.:AC1117C1.s A. a. Prem can set: _j LL on 039000-Cast-in-%ace Concrete. C.Ween lo.ms am rmse0,clean aurtaces,remove fns antl laitanre,antl lgMen.clue]dnls. me in structure.concretemix propoNona rid meledals.compr.slve breeldng strengM I. LOutlons:Apply.c.hcMe euR,ea[expuM,o public view.]It.nc.vea bobbed finisM1J l.' Test.11,OM l.,u dspec,mon.sevendayeandhv.zpecnensal28dls. 'a1 1.3 REFERENCES 1. AiSnndee-jut s.-II.N.s. and Type aUreN nT I. cwaed.Maca.ingO,-B..ad.,Vplied,racily to cncMe]r lean lo[ad.ns�. FOUMap.-Nna.beheldin reserve. V/ A ACI 11T-Star.an Spedfirations for Tderana.,.CmcreteCmannon and Material.. 2. Do ria use p.ch Ionsf.exposedC.cene surfaces udeas approved by Ancilla. B. The ready,nixed I,- dant shall be coed Th,..l.mance ech Me NNIiremems d Me HAITI Ready 3.7 CURING 2. Te.Iwo fiel6cured speomens for amoral ollmns usM1.ing.Dale.be 1. B.ACI]Ot-StaMaN SpedcaMons Ter SWLMal Concrele. 3.]SHORING AND RESHORINGINSTALLATION Mix Gentile Aaaod.ion. A. 3 gh,.ngpro.d..i.m.,.e1,1.11 vin,Me.mmnc--11.....s int.er..n. tlaerinetl by lomrwork engineer p,MMulculNenl.(DELETE IFSRUNNG 3's G.AC131B-Bd.ing Cade Ra,anN.entaf.3WcANIl me.. A C,nplywi AC1316(AC1318M)nd AC1301(AC1301M).rdaslgh,inatalled.,aMrembv.l dniringnd 11GONCRETE MI%DESIGN B Pmedl,e.ry,1aced.naelehompemahaed,ingandexc.slve.IMorholtemp...res. REMOVAL IS NOT REQUIRED ON PROJECT) I..L O.ACI 34]-Guide be F,mwaa f,CMIIW, rachoMg, A Ealedn.narete Tix d.tgnpop,NmsMa..dnc.w AC1318,ChIMI,19and261.,..n.ncrele 1. Mamm�.0 lure boas no mal...a.2lla,.hx.(t kgl_.m a.),Wculated M acc.dnce wi.ACI 3'RT. two I-Nald speome.price.sUeaihq of leal nai.mg.Da..be 6 E. ASTM D1751-Standard Sp.cd.nbee be,Pref I,d ExpeNs JNet Fin.l.Correle Perron.[-caval On.I rove-,-nN Ie,hhhnn fit....,A..,.1 all IIIn-I,1omplda. -no noted en.a camncl a.win 3081,) end.hnn be-Mi.phnni.s. delerminetl by pat-Ten..ingeno-Inch,-, u.1-(DELETE IF POST- T Cm.Wcfien(NensxWtling and R.ili.m BXummms Types). B. In-INIMryconsWdon,e.endshonngwreMoring.v�.sifidnlnumberdd0..lodisl Nte.MainauM B. Sun mix ee.Bns.Intlude.efdlowing'. C. Gunn,Formad 5urfacn:Comply vaiM ALI300.1(ACI300.1M)as TMow.: TENSIDNINGIS NOT INCLUDED ON PROJECT) 1 F. ASTM E151-Stane,O Test McM005.r WaterV.or Re.ners Used in Con..wM EaM Unnr COno.e Slabs,emennar.al no Ooa ormember will be em.sivelylmtletl or ori intlu.,ensea she.s in c.creW member wM.rt n1. Type and quantities&...cells. C,rel-ad concrete[arta.,,incl-,,uMe.ide.beam,s.pabd s.b,ane eine similar Acompeasive-sVnSM lesishdl be Me averege lmpresstve amngM homes.NlwO I en Wall,wasG .Coves. sMi ahnna rein--�rn. 2. SlumP. swfaus. N`ecna�ns M.Ined horn_me comp.s0e sample and aecWeM.age lnelcalMd,X41nch Oy8 -3 1.4 SDDMITTALS C. Plan sequence a-�rn-II..nn antl...'abe-c damage To conchae.Lacaeand provide IMR.Me 3, Al come. 2. c-Nencral[-Winingml.abar ehl-..-an..-I.,.,pig...mamaac.'ar.Inance s. .Ai ears are used,lienal be homes.NMree ape O A. Produce Da.:Fw can of Me.11owmg: hes.nn to support conawdiOn_Mach excessive stress o,defleW M. 4. Fresh...1-9. 3. If.rm.remain during wring pence,mast wre after leen.g l.ma. 7. When st.e,th.fielLL-.ed yfileers is lesa..85 p..n,1.mpani..n..ry-m,etl C 1. Expo..sunace worm-.dhg-anal. I BhFIELD QUALITY CONTROL 5. A. aftlawne-yeis. 4. If ern-Siwmshel.eenddcunntp...J.continue wring le...aunder ef cunhg paned,.We- co.dae,,Cmtrad.r Nall evauate Whatim,and prwitle cineole procedures for Incebrg ane IS 2. Coxealcd sural f.m-facing m.eda. A. Spedal lnspel.r.Owner will engagea[.etlal inspen.11aM][queaMed India,and in...,agency)be fi. De-CwnpreaNe 'ng.. a. .A.nmds Fogging:Ma .,t.,..,n� ten..nc.esUM.0 hn.1nbh,1r [,ate. .Mgigpllin-nae. r 3. Fo.linen, perf',N,NtlreaU4ntl nNpna a..d,,.arelea neons. ]. -.1i d pl.[enen,m eW-ea. b. C..haous Spnn...,.Maim.,con,a sunace continuously w.. 8. Strap Alcan cone.-.will he SNsfeah,X every avenge I any Men.rls,.UVO Fenn ties. B. Testing Agnry:EngageequeMied lesBlg aM.sp.......rylO peRam W.s and mapecUons end to submX e. Me.oM abzorplive Corer.Pro-tlampen absorptive melena bNore appf dm:e.ly additima water,. time W,N,-glhleztaequals.excM,%%pecihedrmrprell,nebengm,andlc..resN S. IadalIjbintleal r.0,, 9. Mahon dcuhng.Na._­eh, aba.rpnive m.c a,.ae-den COn.elewrfa. barial behey wet. VengM,.tveue asbaow specMn compressive strerlg1l.by more than 500 psi(3A MPe)X o- msMs. C.mspdi.S: 10.Sw.nday ane 28-day c ,arne-aunnin, e. a-Relenaen 5he.ng..,an.s:Cwer npuedC -aaae.wn,sM1eeting hen-N, apaified[.mpnasiva stren9M is 5000 psi(345 MPa),.no compressive sbenm,W.vaue.I.a 7. Wateral.e. 1. Insp.f-m *(.n.pe,tocano,.nddanensi.ns.Mecon.etamemberbetngl.m.. C, Cane-INT.ppllarNNlsnmltll"A 9.n.Mel M.,Ne,TsusedmeatapplicMI.ASTMSucN.a OnS.Mtx lapil c,.pping seams. .n to gement of spc..d care-cl lann,M N specified cahpascive sheno ie greener Man B. Form+cease all.. 2, napM insulating.m.A farms for slap,.cad.,and dhensiona dMe concede...be, eesiig.not_naming.Meabwe will rte,..., ...arene-F ,,CUMg GcTp...d:Applyan'nnly m clenuwa.until by,..-ply 5000 psi(34.5 MPs). B. Shap Drawinga:P,alby.and signed TTM IMIRT by,a quNilli peif...I...angmeereap-abefel-I nein,fo.e0. D. Lim .c a osmde,l.uOsnt,,M=,,a..,xdesign: is rollain.cirdinclej m.n.a.Urelawhilteninsneai.e. 9. N.MeshuNve Testing'.ar,..hmme,S-ace...Me,nMdneednclinic.may be i prepereUm,tletailag.brication.assembly arWzu.n of feces. END OF SECTION I Flynn STMC810) 2Sk 1. Recoara..s.ubj.dloheavy.i.allw,Mm Mreeh.,e,in'NW.plllcan.. DenmedbyAlMIllt WtMilldbeu.d.s5.leb.iz.reppmval.relM _acncrete. /`�'7/'�' G 1. Fn exp.ed nR,I[.n.de walls.indicate dimensions and..fie l.afi.a. 2 Slag Cemen eb,C9B9) 30% a 2. Mam'sin lnOnuky.(wanng and repeirtlamage dun.wing pmol 10.AddanalT.ta: 0 SIJ .60 2. Ihalk..e..nan.I.c.n.-.W.ionartemwem.Ijanlsreq.i'M'.-n..'l. 3. Td.INFty Asn plus Stag CemenI4036 D. Cann9 UmonneA Suaces'.Cmnply ori.ACI]031(ACI 300.1M)az IIIII: . Add-hiltanang a nM inll ,g,et Contra,oeseaenae.wabe.nined.m.I...e V shun comanu viiMAC1301. 1.93WMp 1. Begin CUMgncmNd elNy MerfinkM1ing cencrae. cwnpllnce al re0la.d or aaa,lenawerx wnM1 speufie requaemmic. .re..reL,ne.M.ndnn.Jdm151ss.bjaa I..-v.l.Meaahi.-. A DesignlncrdewM......n stump.1 IN.inner. 2. arCm.ae Flows: . Con.cl dnaehdaa in Me We*..le.rip,.eM inspecneneth ate...limply SCALE:3N=T4 3. .acne location ef w.e.t B. X.IlU.P,-I.lM1n6ve ih.resisdesir.d N..11...I..dw .high-.n,..terretlucer.Des1-1. a. Floors WRaceive Flom Cov.dnga SpecMedin OMeh Sen,n:C.Vac.'has...o Me wiM Me Centrad De"'a". . Indic....1inalayM.dlamfine@nn.imdeUa, .c'.emi...t.Mgh,..e. ae'reduce,',lUmpalwoaMOnN.innesplus.mvus.ne.d.e Iff int...' umng: B. Meawre floor antl slab Ba.ess end levelness In a[[a,dence vMM ASTM E115S(ASTM E1155M)valin l2 hours. DRAWN BY:HD 1R16 I 5. Md.cale reposed cchetlule anda....nce I..ppn,d fmm,shoring removal and Innen., nc.,The maxima tarpan.,.,,h-nnBe oral.reducers...dead Melt be NSI,wne, A.."veC,,:Ass.nsa C.cr..hasaufhei tTs .p,mnapPli.fiO,wi,,n ,-Pl.Mdhm,fi,i,hingendprampp,rp,Tlearewllsto Ambi,.' PROJECT NO.:2022-352 InetaU.ian ntl remora. meg.-Tees ,N.inslan pr--il.-Ph-.veeover a-Brea d Io.. ENO OF SECTION r1GN00J174 DCDAAIT CCT SECTION 036200-NON-SHRINK GROUT PART 3-EXECUTION 2.fi FIRE-RETARDANT-TREATED MATERIALS PART2- PRODUCTS 301 GENERAL a VAiatareead•latablerlo umoetlonewng urladdia�aeredlnairatemd,matedaleal��tmmgyAllhalWremmtsi.N,dode. las n NUI-A.SUFFASSE S H E P P H I R D PAR T1-GENERAL Fabrrat add areal swcW.n..Iha.cor0anoo wNh AISC Spebifiwions nO Code ol3tinaar0 mf ten-mspmse daanenstics spdrfidas aerermhM A. GrenulR supOae,M1ell be,Dual end free-drelning,such as sang gavelavuahatl atd•whh less Thm lO% 101 SECTIONINCLUDES A_ Prechcoed DylesOngrtlerNcalpmdudspermnme:^dindrace by qua(eatestingagmcy. D 9 - amaferahallb•1-Ininalea. ASSOCIATES A. SecUd includes add-shrink gnol under base plat¢,bmrirg plates,and where sperifiM In LOmrdn B. NOUN Oaid P.essidalad SWcturel TenngllapMion Agenrydlead 48 hwrslnorm sWdu,l B. FimRetiNanl-Treaded LumE.antl Plywood Dy Pressure FtOmea:Fria—waM1 a flame ,olden d 25 or less 226ACKFILL D.mmeda. sel/apncaUd add weawn. when ten,.! allot I.ASTM E84.all oral now"..a daigdifitam T-laM.t...ohn,when me tat is A eadfin shol......ab,-ant,of a grenUlar aubbasa. ARCHITECTS+ENGINEERS 1.02 RELATED SECTIONS 3.02 ANCHOR BOLT SETTING eAenaed an adlonal N,stales,and wim me flam•honnNexlmtlln9 more man 10,5 feet(3.2 m)hvyod The 2.3 STRUCTURALFILL 26560 AGOURA ROAD,SUITE 106 A. Section 013330-SWnael Suhminas. A Provide lempina fa seing,shot bdls.P¢lon andarbdm Dy Udng lemgaces wimtwo nNsm Cenadlnv of me bum..eleny time tlunng merest A StrucNrel fill,fall mad me requiremems dhatldtl specified above. B. Sedd 014525-SwcUrtel TedngMspeaid Agency$ervires. smreingaca anon m placement N concrete. 1. Treahnml spall add pmm�Na carosiondmemlMneners. 2A GED-ADIE FABRIC fent CALABASAS,CA 91302 1.03 REFERENCES B. Do nal erect aloof wM1ero,Mor poll ned vdlnO[have full Weeds. 2. EMenor Type:Treamd mndds shell cpnply won repuiremmts specaid abovefwfirareada,- A Global fibnc shall bd.nonwoven loud as Trevire 1112 as manularnrotl by Hoe.nal,Cleaoa, A. ASTM Lt107-Stintlad 5pe11ficaUon br Packaged Ory.Hyd2ulioGemenl Gr^ul lNonshrink). 3.03 CONNEGn... heaved Nmberand plywood"Preswre pmcesa after being aub)eded l^accelorald weamwing Cwpanda.,a apad,nd equal. 310.670.9144 wi1Ls@shap G5Tm B. ASTM Ct09-Sfend.Ted Memod la Compressive SlrenNhd HyNadiC C•meM"Man(Vdn92- A. Provideaminimum dtwa fasanen at aaM dlmtl[annedid. accortling[o ASTM D2B9B.Vse for eatena kkalians and Ninin idiMM. B. SaCming Pins­11411 It4l.,long.3l1&inCr aiamHer steel oars,poinmd at one mtl mtlfabnul•d wiN ahead, a 56Th,Cube Specimens). B. Ensure ladders ere ldcatd pnorm iallldon. 3. IrWdb Type A Treamd madnals snap have a moisture.t,ent d 28 palc.rO d le as who toned retain a sled wallet having amimmu.publde diamnar d l.5 inMes. 1.01 QUALITY ASSURANCE C.onai hRninrergm hotted connedione in e[cddance wM AISC SP...C.Uvnz loo S L.Jaind arrmrding to AST..3201 a192 percent NtNiv.humid".Usewhale enledar type is no.intliwd. PARTS- EXECUTION r rtKmM+ A. SWLWnal TespnglllopMion Agenty shalpMdm mefollowing puday.adM items: tong ASTM ASIS or.90 Balls. 4. Design V&ue AONstmmt Fado,:Treatd lumber stall he feared acmrdin9,ASTM DS6fi4 mtl 3.1 STRIP rex 1. Pedal co,Dr¢ estrmgmread in acwtl.ce wan ASTM Ct09 wim2-inMx2=ncM1 alba. D. Prwitle cdnecnons for expansiab antl comredion where steel beams connect to cenwele wensa design value MlunmeMfadors shall De[slmlead a[.rdirg to ASTM DBBII.(ForentlaM roof A Son,vagnanon,*,alll,rebls,ad dlhl an.ukable did to a depth ddarmined M me SWnudd - vn�s a.aeon ree days,talo runes at seven daya antl three cube.ad 28 days.Perform de lest [bnnne...d.antl od e,onalkin No..B...Ms.bdb Ni.b da,ib ng.(Dmtmreads with. ft,19, in all spaces.and where high lnnpeadurefire-talesman(ba,dab m is indicadd, TIA19lnspedim Agenacy oN IN less dlid.1o^I,n^r less man l0feal odnde me pdimder a(me atrudure. to,of tan bag,of god used or one lest I......nte wim day d S.-S. disd.l Provide,ndal wim aill.thneM lana d nM less man 0,65 laduluz of dadicih and 0.75 for enrnna B. Stokpile adfiuen m and ofmad as requlrMmcover areasmbelandsraped wim.minimum of six incM1lod 1.05 SUBMITTALS IN FASTENERINSTALIATION fibninbandNfor Projedsaimnoidgitd son.I materil. A Submit pmdud dna ahead,for soleal. A Bolls stall be instilled d I,—Itheland-la add broagn m snug tgm[.din.."Mead cdnez'UOn C. Kill lumber afte,haiddnl to maxnnum maroon¢cable,d 15 pncent Nilindry NWI after treawmt to 92 EXCAVATION PART 2-PRO DUCTS progressing aysamd-it nom ms man dgid pad to the nee edges d the cmnxean to minimae ...i.." sna.bdltat"Sp-lard. A E.-adid shall be cabaidretl and...fied. 2.01 G0.0uT rdaatim alma Dald. D.axMenUfyfirnetardant-head wood wilt appropriate claaifitali.madinB dquaffid ln:filg agenry. B. P.Hod I.-Nall to the deems All limits on the Dash(,and to spedf�etl harem. A. Provideen.-shook,nommdaRc grout matmmpfies dm ASTM Cf tO). B. Hi9hslrength halts itself"shall nave anardenetl washer uncle me¢tenant mmMhUgMcnm9. For expoadlunber lndlwtM to re[advea shin Mor namralfinist omit marking and provide C.Do add acavne to full deem wfienmere is pvbabiby dhost laming or grwn0 heeairrgmeeceva0on belorc B. G,d ndlhweammmum cbmpressive,trengm d 5000'114 N days. C. hholllafim and tighta.mg d bald spay cobdobm to the AISC SpecRicatians for Swdazl Junta. ca.firems dtredment comPFance issued by tesBtg agenry. rancrece is placd. 2,02 WATER , 3.05 HEADED STUDS E. For exposed labbaldlated In receive a stunts 1111daalflnlsh,c1le,hal mrmudli0ns shat IN hleed Though, 0.Ground wafer may be ercounaretl tludng me famtldion exwvatlm.Pmviaea system for conl.ling Th.Brountl A Provideclaan,potihlewdn. 0. H•adedsWMsnestleewNtlMlnecwrdencawlmAWSD1.1. canaincolonMs,ardhemiseadverselyatteclfinistes. wawbaleveladleaslmreelenbelowlM1elowes,haltho.,andN he avaddn. SHEAR 3ARi301 „EXELUTIION B.ING C. L. to min iltaidener,paGngsnall.1,dull..mg me 1111-con 110i3ilTheb a'm an04 F.tAppliration 1rea a ng lorardd d Oratittss,and the lalbwing:bado E.tKeep exmvarpns by by alogng gmuntl away nom M1des mtl trenches. A. Stare antlpdednomshndgroutwmmdstureandcwnamhdiab. diem¢1.sVansversemmetdgautlinalaysalmebeam. 2. Faminglordag¢. s T R N C T Y R A L 3.02 PREPARATION D. Where clad¢mxs dahear.los aro required.bogh tlode rows al east end Nmd beam. 3.3 PROCIROLUNG A. Remora mud.Eh and banal folalgn m 11,01 wen areas m be grmldd. E Renrwesh',Ids dal wdding aWda_ PART 3- EXECUTION A Aker cdplamg or exbavanon antl Dadore any til pladment.fillare shall be proohanUd wim a minimum d two 3.03 MIXING 3.06 EXPANSION ANCHOR INSTALIADON 3t GENERAL corteges dalddddumpWdwsorapmin ea.dtwb peryendicul.tlirectiona. � � A. Mix Nrdrtto Nz fluid aeH4evelinB co^asstencyln e[cortlan[e xim manufecNrers recommenealims.po A Insfglin acwdance wM merMadurMsrec^mmendatim. A Snathi lmamaenlevelandqurM,mcmedposaran. B. Ames,fond 1.,...I w Wmpmg that have me add sol remwM and hPa d wim s^uaurel fill and sampan"as ¢meet god.Do add excel mandarNrvfs msaimmn lmitd water mmenlause ala e. ton Minimum embMmern shall De equdm4.5 Lime.me anCnw tllamderunl...ndetl omernis.. B. Melee provisions lmerecUon maas,and(or sutfi[ientmmparery Ondng to maintain ordure safe.plunb,andinlme puUineO herein. ndr denry whist produce nee bleeding.Mlx groNin apatldetnpa mOM1.mix.r.Do not mix by nand. 30] ADHESIVE ANCHOR INSTALLATIDN alignment udl bompIthan deraNno,and hstillaal dpernan-.bracing. 31 PLACEMENT OF STRUCTURAL FILL M� a IN PLACEMENT A hsdll in accwdarme wrtM1 mutt-nh.....ndonal C. Biscardma of lidait vAh arida hid mightimplirqualih bfwok,and units I*h lbbo Inall to labncam A Do nN pacesIn-fill m subg.tle that nide-haat,mud a is Wzm. R A. COnsdidate grad to provide udmnniy ponvinrela grout B. Min'unan embMmenl shell beooudm4,5 Uma the ancha0iamderdless added otherwise. wanmwmmhimum loots oroptlmum idntartangemenL B. Slit—fill sha110e placed and compacted In BinMNlckl000l,liana. B. Use lwmam.adaI grout It"t WELDING D. Insmpa must examine Tha subsVatdsWceve ad me mrmNons untln whlM tab upentrywokdm be insmlletl C. Cohl n1c 1 fill to 95 percamdme maximum dryde-Y­measured by Maaared F.boar,ASTM 01557, 1135 PROTECDON A Con plywim AWSSba rWWilding Coda.Usepequdaadwaldaoedur•a. d ndAyme Cmtanoriniol dboldhionzdem,anml to me waft DO add posed all me iniaaaid.111 wit.aterco ...in•I.2polanalmeapOmummusturebboh-- . Prodd tlareasmDe dedhomexcaslveM1eetenticoltlineccw0ancewimmandecmre/s unaUlada andloshall bond nbneddrn..a o,11"Ptadammeins:all.. 5PLACEMENTOFGEOTEXTILEFABRIC Digitally signed prodan gro B. Prald'a tlrnlool, efilletweldsde.hateatentlwdtla.ReWmashallbecwlnuosfwa E.aCoordinatewipenlrYwwk[DomeworksCnbeantl[opeasrequiredforaxuammCareialely Iaoalffurring, 3. �OII Y g splltfl o.s.P.dd grab from acessive drying dnnkage lt.hdg from wend or direa,untie". tllstincednd la,Nad two times Ma t-bal size doe weld. A GedexMe fabric shall De iaallMinme areas dasignaatlabme Contrera Orawinga. A Protea area,BrouletlfiomexcessivvLntids(orthreetaya. C. CpmplItepardaoanjll,loianback9.9adtosdundmalalpdoreml11.ndold.i1w.ltledor hall B,B. Lapfalmcadgas.ma.m 16 no,. J by Holly Jeffreys END OF SECTION 036200 have lM4nch red opening wim 3)16x1i-hacking bar.Acoaz.1.arerdquhd.Filing access 3.2 JOIST FRMIING C.5.udng pins .It In.used am en necessary to ensure P.PBn-lin-dog of the ItdeXO•falial bda is not required. A Ravide framhgdaaea and spatlngs down. 3,6 PLACEMENT OF GRANULAR SUBBASE C Date:2023.05.22 D. Rarnaved1all,aadAllIN...rloontlepbbod-Itlodd. B. Inladna,nowmedgeitaddaupPMandsofe anamd-ivid,hat-than14Ain dbeingil pil A Oa add pace granular subbase onsdga0ecomm�tarnwstmdorisfrozen. effre J SECTION 051000-STRUCTURAL STEEL C.=t,to-M pealing members by to, agann,balm.td<mnaM..F-do bloclang Nim.t al ed.d B. =T.1 granular subbase m 95 Tarmm d the,axi !a deraay as measured by SlanOaN Prociw,ASTM 3.09 SPLICING 16:59:18-04'00' 0698­ah wlmin+l2.center the mum moismec.cenl. PART 1-GENERAL A Spire membersoriywharein flw unless aumoraea in wining"me Design Pies,... U. D.n.dbabdiont, nor wpd.ed",dellen hangar. p apo B. FrwitlesNm plotasNd^qam flange zplire at mn0nuous Deem spaces wM d'rRarent deems. D. pond notch jNIi 3.7 PLACEMENT OF BACKFILL \\\1111(11// 1.01 SECTION INCLUDES 3.10 CUTTING E. Do nn bore gl9bab PSLwmicaviolaemanrdxdurer'srecommenEnionz. A Badmpnddd wall aM1all ba placed In layer d.ix stales. Se dnonclutlesfabnranon and erection dswdera ned htlicatM doe Conman DOmmeMsa A Donor use flame colo la torted ertors unless aumaRMin wrOn F. RwideDdging bdw..juad as toad on drawings. B. COmpad becidill behind wall,m95 pe,enl.(the maximum dry data"as measaetl by 5fantlad Rods.ASTId JEF,eRF V!/ A omarwise requ'ae0 for proper pwnpledondme wale g, Re-enWNcpmers stalgl M1aveaminimum retia d.•hM and be nee dnp:mes.Ndd.smd 3.3 STRUCTURAL PANELS 0698,wim water t.n.dtwNhid-12 parm ld the aPD.-mvislure cMlenL `��O lCE 1.02 RELATE.SECTIONS lead from flamewln hall be finiadtll0asmodM1a A Secure roof steaming pamendiolarmfiaming Theme.wiN ends staggered mtl snedmtls over firm Dearing. 3.8 CLEAN UP BwBa tau , 9 a PPearence. e an unGhm. A-' A. Sed.013330-Swcdd Submilels. 3.11 MILL SCALE Provide solid edge blocking between sheds.Seal To woad frming wim nabs of size and spaung shown d Drawings. A Remove excess esmvaad materials hard job ail.add upon[omgend leave sal In ae �/ 4u d2T9,1 B. SvcOm 014525-SWn.l Tesnngllnspedion Agency Services. A Removeldce mip scale. B. Score wall steaming with bog d'menziab paraldmwdl adds,wim ends werfim bearing.Rvvid solid bloNng ENO OF SECTION C .Se.Dd 052000.Sled Jdns and Jun Girders. 3.12 BOLT HOLES d ands d.h.ed.S•dn In wooa framing wim..,to d a..no spadtg Mown m 9dadlib ) 0. 2=053000-..a not- A CuLdnll,^rp...nota bapmddl.to meal lata[..Do add enlama Ides"During.Ddlor C. Severe loo sheathing paTioddintlar m laming members x,h ends staggered and sheet ands web Nm bearing. \ 1.. REFERENCES pinus hClea in bearing pales.Remove Dims. Akad to frming vent suDlidrglue antl tlrywll screws. Sr is A. AISC-Cabe N Sdndabd PIdt.fd Steal Buildngs and Bridget, 3.13 PAINING D. One,d awnd Donal wim laminated lace stab De atta.Mmwma wim l•minnd face again.wont naming. B. AISC-Smnda.Spa Iblain for S....l Stool Buildha,141 Ed-. onN `I pL0Al 2� C.AISC-S ifcendsd SW dural Junk oast ASTM A325a A490 Botts db me Raard A Palntsmelmdb add enwsd In dint.¢.Plader,or.phll Rrenno-S,O shop Pah.in areas to E. Insall she..wim 118'gap b...d.Panels � � Cauncb in Swcnral Canectiens. g approve y be field welded,coned Iodates d shp.�.ial[onod-dS,dr.... calve special finishes. 34 WOOD GROUND,NAILERS.BLOCKING AND SLEEPERS /fV% j11�\NN``\ D.AWS D1d S- .urelWddngLde. B. F'Idtl poil,,r.quiretl heal that nasbeds-bd or coatis unpainted after conneddo have been A Rwidewherever snows and where requ'ned ldsdeMing dapachmml d other work.Fp m,hapa as N.Nd o 2s tighten". and M as ngsdlatl 1.W e line antl Idvel d oral to be Nmded.Co^.inale location wan^mer wod involvad. 5 .2p23 E AW Speafic d1.Cafan Sad Electrodes too Shield Mahal M[Wadding. B.Attach to subshne as raquird to supped applied landing.Countersink bons and adds flush with Al udiall F. AWSA5.5-SpedficNon faLow-Alloy Steal Covered Arc Welding Elecwdes. 3.14 GALVANIZING G.AWSA5.t)-Specificationmr Carbon Steel Electrodoo and Fluxes for Submeryetl Are Wdtling. A Galvanae shdangalnd supe.me enedann Duildhg vmen,fm example bnk shed angle. nh.wde shown.Build mlomaonry tlunng insmganon Nmasmry work.Yyhere possible,anaio mformwal before This item has been elecwnirally signed H.AWSA5.30-SpeclncaUon fpr Garp"Steel EledrdaMFluxLmOArc Waling. B. Gdvanae mviroanenlally expoaatl sleel.farexample mechanical equipment supper(,. canwete Placement. and sealed Dy Holly Jefheys,FlpnM I. SSPC-SIeel3wchila Paining..Sta C.Tdd-up welds and on-lid,in gdva.adlmbersin aco.lade wilt ASTM A780. C. Rovlepertnenenl ground.dtlresse0,pr¢wative lreatd,key-bevdd lumhn nN lessmen l-1/z'(38mm)wida licendnrmler 52753 on The dale antllor ENDOFSECTION051000 ad dthickness required to brag fare dgroundm a...Thickness d finish,naill ilint,od.Remove haral toe stanp uomn.digital5ig liN 1. ASTM A36-Smntla.SpedfiaU.la SwcNrel5lael, groudzsMmno longer required. P.tetl coni¢d Ws document are nal K ASTM A123-SbndaN Speaficanm loo Lnc lHot-Dip Gdvmaed)Coao'ngaablron and SteelProducb. SECTION 061000-ROUGH CARPENTRY 3.5 WOOD FURRING gnsidered signe0 and sealed and me L ASTM A153-Standard Sparecan.for Zin.Calling(Hd431p)on than mtl Shedd HanNill. A Inddl pumh ane lwel wM tlosure sops at edges end Opmingz.5him wim wont as requital loo dderend d c slgnaln. .bt be valid ori any M.ASTM ACling.700-Eadh . acrd loo Rapala d Damaged and Uncoe:ee Areas d Hal GalvanizM PARTE. GENERAL Bashed wok. b'b_niccopies. M A30T-Sandrtl5 euficatid M1w Galan Steel Bolls and Smtls,60,000 PSl Tensile Strm IA BECilONINCLUDE3 3 N.AST6 MISCELLANEOUS FRAMING O.ASTM A925-9antlaN Sperificati.Tal Sl.cMal9otta,Hen Troaad,12D/105 K51 Minimum Tensile Sectio htlua..wont homing and sh.ol to form the super,trudure Na wad..ad bidding as in0icateem A Firostops: NaCNN_ 9W tl walls Two inches mid by depth of member d0cldrg et eed flow level,top story coiling lead, Stren9m. 12 RELATED SECTIONS and soffits as required. P. ASTM A490-SE.drd Sp 6cand fa Heat-Treated Sled Swetual 81I1s,150 KSI MWmum Tensile A S..­013330 SWdura Suuninal,. 2. Floor and lad,naming:Twan inMes all by do"ofwood memO.Mocking,filled to fit openings ShilD.ASTMBANW0 Etndwd5eri bdW CNd,FOemed Walded and 5. I..Carbon Steel Tuh B. 5a 061753-Feel[ildith .too. lam deepest.to anomer tp pial,(drafts. P m9n B. Framing for meTaddl work: Roundsad5napes. 1.3 REFERENCES I. Fbame,•,b.sforpasage d Npa and-to m avoid cuting sal ll members. R.ASTM A501-Standard 3pe,li-on to Hol-Fumed Welded mrd Seamless Calm Sten SWaurel A AFPA(Al mean Forest and Pap.Aasodanonl-Natlonal Design Speci6utidfor WpOtl LonsWcnon. 2. ReiMOrcefiaming mambo where damaged"tutting. 1 Turin. B. ALSG-American Lumber Stanaads Commila:­d Lumber Shad-it. B C.ANSI A208.1-Mat-I-.d WOM ParUdennad. C.Bloding Lorate blakinBto ladllaa instanar ndfinish matenad.dsewdk f.ura,,pedal nems and dm 5. ASTM A436-992-So ndaN S iannt atim for ildonaI.S tall Wall,,.Sh,ipFl Use in Building Freming D.ANSIIAHA Al 35A- ddldn T. ASTM Fe38-Salad Specarcanon for Ha.mM Stool Wash en. Bads Havad... 95. Adantic Beach U.ASTM F849-Santlartl Specificanabfor Wasters.Steel.Plain(Pfaff,UnM1artlendfor General Use. E-AWPAmmara Rywod Assocada END OF SECTION 1.04 SUBMITTALS F. AWPA(Amdmn Wood Reserver A..odalim)Cl All Timper Prdutls PresenaOve Treawmt by Pressure SECTION 1161519-WOODDECKWG A. C-M Deai,PdbG a al pnormdltrat,ant-dalteddopdmwina. Process. B. Replica,of,Conthl Dawings(or shop dealings is add p.dikM.ElecabnlC drawing files will not G.ME:R. ..lhaFu.n SaPni Fie RetirtlmlTrenmeM by Pressure Rocess. H.RIS:RB In..In.Smite. PART(- GENERAL bepiovi-tome Cdtractor. 1.1 SECTION INCLUDES EN- C Shop dsh^ng.tobnvvidw. 1. W.LlldMem PheIlyd oe Burab. Atlantic Beach OUnfry U laid­ A Softwood 1pmbdrsWdura wood der)dng. 0.Shop tlrawgnBs stall tlealy hdi[ale Th.prelds,sties,ASTM an-iapacdngs and lomnons dell 3.K WLLIB:Wen Coanad Pl l,dl Alloiab.. 1.2 REIATED SECTIONS k, ctionIfsled members.irrrhding cmnedim.,akadmeMs.anclomgea,named 0pminge,cites ad 1. WWPITIONSem Wald Roduds Assouanon. A Z=2013330-SWdaal Submi;lals. Pha$el d Casten..mlM1ddUgM1lming/asteners,[mnben,antl the number.type end spacing ofine 1.4 DEFINITIONS B. SxUon Ot4525-SWkml Testln Bnsoo[non Aeric Services. needed,M1ear wneaors. A SWcmrel Panel isapenel prdun mmploMpnmadly dwbd andmatlng me requkemmd dUniaO Stiles 9 9 Y E. For co Z..nend¢lame-ami do me tont... dhadl ndc .1dila, VduMary FdNd Standa,PS2-92'PMortnanca Smndard for WOM-Bash SWduaLUSe Panels.SWcwal panels C. Sttpon 09900-Paints and Coatirgr FieM finishing. ane Y p 9za hclde s0aenoorPlywod,composite pends(ma'viirgacombinaDo^dvm•arantlwooabaetl,tenet ata 1.3 REFERENCES 1600 Selva Marina Drive sealed M an engineer titans"inure pipet(state. mal-ad pod.s-m on.nled spand boon l and--foal. A P520Amence.SoRwrod Lumber SGndad;NN,11d Ildn"of Stena.,and T.-.logy(Delp an of F. Fwacad mly,siIDmk.nen wddng procedures loreaM typedwdtletl loind used In accwdmu wim cq,mmce);1999. AppedlxEd me AWS Sal lWeldhB C.A 15 FSUBMmtreITTAL& e. SPIE (lathe eB G.Maidain al c.b...n o.tb mtl dd-.d mat The ned su Mm•ds Thea cificaUona. A addmaenads,supmN.eNBmnab Dy treating plMl nd:n9 cnemidls and pacers usM,net amdmd (GR)-Gndhg Rules:Soumem Pine lnspedd Bureau,me:2002. �' Pa land r:olanaT.-kith applicable atando,t, 1.4 SYSTEM DESCRIPTION H.Mai,ain adcmaW[Uon office cerUBreUon that Ngh sVengtlt bolls supplid meet the sp.cificanorvs. preserve"erdnind A Design rpbfeve and and loaa:Al hdmted an,ppdaal arewing,wim sen-al,tuna¢¢m 11240 dap,. REVISION I. Submit ce ,.fon Val the fannramr medsme required qualin,aUabc.Vointcalor nes.,have an .B QUALITY ASSURANCE 1.5 SUBMgTALS NO. DATE DESCRIPTIDN unoopmdre resting aganryminsp•[t faDd[atlon as requdretl bythaespavirrcetions.submM1 me name A C.ivnm Na­Dadyn Spetiita For W^^rl land­ p Stop,TTALS:Indiuletleckfaming system.loads end ramMrs,Deanrg dtails,antl named openings. antl qualmcdmsNmelndepend.ttes0ng agenry. B. Peddm work do accordance wim the fol-in aganbaa: B. Sam NWOd Oed Expddfo Yew'SUMhn samples,t2 ink long In sae alustreUn d t f2-02-22 SD PRICING 1. Lumbo Gating AQbl,X ifidMALSC. Nes - 9woO grain,,min,antl J. Far earn appoved labnrador mads,axemghom Spatial l 2afiona N.nn .,ib^s and lntsn 2 02-1423 OO PRI INC :ngemmmnab prdetluresin accordance with Section t)ga.2dme Building Cabe,suDmit"Fahnralois 2. Plywood Gooding Agency.CMified MAPA. CeNSrate N Comph.nce'.Provide coq•.d labnwtMa obifi[ation on bubddng'ad.evduand C.Idadify all al.d 1 panda by official grade mak 1fi OUALITYASSURANCE 3 0330.23 901CD repMantlfalitat`quid,...dmanad. 1 LUmbnlIan-amp m nmtain symdl d grading agenry,mill numoar arta,¢.grade dlumbn. A Comgy with mefollowinB: spadiaa,:io,grouping x mrabinill deIlgnatlm.nrks unser whirl Still wren applimble f. Lumbo:P520 antl approved grading ides ata inspection aBanna. 4 D 23.23 PERMIT SET ."'i­Cation me ererW mens the requirM quL:ficallds. an conal.,dseasorlig at limedmandanure. PART2- PRODUCTS L. Upon r.,uen,suimtt me¢radionseq.at.antl pop aAll l be used by Thesled erector 2.f SOCIO WOOD DECNJNG M- an a refs recommmbenons fa ebbbrtaonanchorindaltikon. 2 SWM.banal:Panel gad&span red.g.exp..durebaay d...di,ad^n,product stadard 2. SOUR DOODD N.M:nula[M1.rocommenoedons fared"me,alta halallanon. 'Ick........mill number. 1. Spociec:SMM1em Pine. 1.05 DUPLITYASSURANCE I.7 REQUIREMENTS OF REGULATORY AGENCIES A. SWnural Tednglirapedion Agenty shall pedom,melollowing pudity related items: A Final-heaaa mantel-Amencan Wood Preserver,Bureau Smndada. 3. mididano 2. Grade:3eledpt;15p 1. Anctor Balls B. Soon ado-Nandi Forest Pnod..An,dantM 4 --adDressing P--id edges,sin oe hon oml.t d pue,sudarod2dtles. A. M..n.size,configureVd,and wnDetlment shall pa vedfetl poor to peal,¢.q(concrde. C.PROTECTION s-SdwoM Limber,Nanoa.eslm Specmrapab.NaUdd Filen PrduCO0.ssocdUab. 5. Sae:ndnind 2,B,adulal'R stales xi Y.inMes. 2. V7ddM Lonnecnal 1.8 PROTECTION• 2.2 ACCESSORIES Inspec,la.l Da in aid aid. wim AYVS 1tr 1idn Welding Cade. A Dadiver.store,and ladle all materials in suMamann.lo......dnsl damage me The weath.. p Fasted b. Ysudly inspect an field weld"connections.Wsval inspection of welded Joints induaa penouc B. Use all means necessary,prole.meinaallM work antl materials 0f dl omerVdes. ant. Fess enars:Had aippd gatvartized steel. ­=of tionof 1.9 REPLACEMENTS PART 3- E%EClIT10N iullylapen t00%of the wnpine penewtion welds. A In the advem of demage,immeeamly make all repairs end replac.neMs necessary,me epprwaldme 0.nM1itecl 3.1 E%AMINATION d. Revi..PPaNkdwddngp lures adyhth welingpac .ra.W,gedh,,,dto andnnoaddlo1111alathe0wnn. A VelY that suppoet naming is......recadve tled.g. dunn,fiaddwad4ing. PART PRODUCTS 3.2 PREPARATION Vonfy..Idrqualaradado, A Cpr,daptibodol dbeaangne,s. 3. B.Conn•..., 2.1 LUMBER 3.31NSTALLATION-LUMBERDECKING a ^s Nance.!In AISC edfraUora loo SWnunl IN. 0. Nowal sizes ark Thad e lit as shown by detail dimenadona.Provide.dual sae as PoKmMM PS 20.con gat 90 LUMBER DECKING gp. g. Y pact,and taring shall ba in aCco p nt speciOM/or eatll usv. A Instill dedn filming mamoNl,wtlh ends sen Mover flab bean On Mal sdacas.la sing AST MA325orA4901INI, 0niablitlentlresiealal,if 545.unless oThMuse intlimmd. dealing wan Id9u•lHaerd.maldl d.b.ina.tall.undo.layout as requneo by applicable huinaS..a.. 0. Pnwto visual and Fill tering,ollil to,ting using a calibdid device(Slddmoro- Rovide i­ nal Idd b.No.2,Sodhem PinewM lS%maximum mdslre convent alUme oldmssirg unless B. Id odend ddjoirds occudng ba.-support mnnbers..metal i llnr:s to,¢idam Ugd.entad josh Wa elm)muss indic emrald.atlea.11%m ax.as d The AISC Wnimum.SwcNral sl ed O F Engage.­g tongue and grow.edges. aeda all supgr the tension calibbdi.daica.AGE mnoled otherwise d the Orawhgs. 0. Secure wim fasteners. Teslamiumumdl0%doe baled cdn•Miant. 0. Lunber Gaoing Rda and A­Epeuaa to De In Conformance wRM1 Volutiry Frau Ebn PS 20:Grating E. Mart daboaantapace al 1116,111,maximum. 1.06 ST.Rdadmefdlowingas.v.iam.sapgymmatenala hard und-1 section 3.4 TOLERANCES Store malenals oR gmuntl ro panne easy accoss forinzpecU.and itlenareb'On.Son-oolmambm 1, Natheadem Limbar MmuladureE.As.bciadon.-(NELMA). - W A and al-gad kemslnemannamet provids pdeclid¢gens(wiled mth dindotN materials. 2. Sdtham Pine lnsped"d Bureau(SPIR). A Surface Flaness NOetlr'ung WNM1oul Load:%intllhlfeHmarirtlum,ed'S inch In 30 fed maumum. T PART2-PRO DUCTS 3. West C.-Lumber lamed.Beau(WLLIB). END OF SECTION �Z�J-k 2.01 ANCHOR ROD 4. Wen Wood Rduds Aa,odand(WWPA1. r-rJ A. Anchor ods shall tdlal W ASTM III.a.shall baaleadMrotl or Thraid.rM wYha heavy 2.2 STIR CTU-PANELSECTION 312301-EXCAVATING,BACKFBLNG,ANDCOMPACTMG FORSTRUCTURES exaBdelnN wildidtomaddnndmamaadMrod. 0. Rwid.Rod,Wan antl Flow Sheamirg thidmac a.dad on Ua drawings. w B. Provide two M1exa9on&nub and talo plan steel wasters mrmM...hot and mnfdning to ASTM FBI4. B. Fwbackingpandsf^releadcd....,...aquipmmiprovidefire-relardantlrealetl nmcWrel penal wan exdlor PART(- GENERAL '^ C.Provide 3l&into mid pale washers(44nMx44nn:hj In Beu dmpsleal wasM1n on Hasa pldes wim glue. 1.1 SECTION INCLUDES V reized M1olea. 2.3 PAPALLEL STHANDLUMBER A Section hcludes the escavanon,Dackfllling end comDedingreWlrM forme sWMres Showninme Contad 2.02 ROLLED STEEL WIDE FLANGE AND AT SHAPES A Provide Parallel Strana LumDeblPSL)as spedfiMon Orewings as mandazlrM"Tres Joist MacMillan. Drewings. A Rol"deal wil6.g.stay¢a.....fdn m ASTM A992. 2.4 FASTENERS AND ANCHORAGES t.2 RELATED SECTIONS 2.03 FOLLEDSTEELSHAPES,PLATES,ANDBARS.EXCE WIDEFLANGE ANDMSHAPES A Geneal:Fasteners sM1all be olsire antl type lnd.aled dal shallcdngy wim r¢puiremeMs specRed in lads,article f. A Se .4013330-5.-I Sudnanals. A. F,dkae flop pines,and bars.except and¢flange and VVT shapes,shall mnldnm ASTM A36. mamdal and dhamufa[are. 13 REFERENCES O Z load Nnalkae do S. AS 2.04 ROUND STRUCTURAL STEEL TURING 1. Where rolJn mmnmyiz aposd to wenh.,in grwntl woad.pressure-pn¢ervagve Waled,w A ASTM.422-Standard Ten Ma­lob Pande-Sial Analysis d add. L A. Rounds.-.1 sleet mblng shall cdforn,EAST.50v.Gretle C.42 has minimum a.swngm, haneadhign relay humid".provide fateners d Type 304 ab­sod.1- TM D698-T¢t Memod an,_AE tory Cwnpacnon CoaaNnsna of Sall UI Stand-End(12.400 R- �O 2.05 SHAPED STRUCTURAL STEEL TUBING The tlravdngs. I A. Snapad thea nl naellupinginall[oMdm m ASTM MD.,Goode C.l6lea1 minimum yididdlength. B. Nails,Breds,and SlageS:MS 1667. C ASTM 01558-Sadao Tesl Mdhod la 0anairy ad Unit Weight ol5oi in Place"me Sentl-Cone MNhod. 2.06 HIGHSTRENGTM FASTENERS L.P-d,fidm­Iona..Fastener systema with in evdae60nrapoM1...pdDla m antral.id,,.nbd.4d. D.ASTM D313 Stade.Test Mal for Water Cn l N Soil and Rod in Race by Nuaem Mam"da(Shall. Q A. HigR,nal hada shah Conlo.to ASTM A325 or ASTM A490at ndM on Vie SW 11 DloHlbs, blood d Il AD 0. D d") B. -,do 3M-inch minimum ti bkorDds,lleza.dad olherv45e. D.Post-Indald MNars:Fasider systems wilt en wduarion repoM1 acoegablemauthd2a hwingjurbdicnon. E. TM 01311-5:adad Ted Method for Uil LINK,Ponl Limit.and Plalicily Index of Still. V C_Hadenea Heel washers shag Indeed to AS TM F436. DasaddlCGESACOI.ICL-ESAC58,ICC£SAC193,or ICGESAL3NB a appmptiN,for me P_addd. 1.4 DEFINITIONS D.SpSne-typo lension coNdb.o.plain M1aNened washers ata suimtle nuts see an acraptahle dmma:e 1. Maleaal:Cal^rvz!aid cornpintard zinc pI1t .mmplywXn ASTMB633,CIaaa FMn 5. A_ Granular luDbase:Ganularkladrenty Deneam sales-an-gad¢. design hank asaemdy. 2 till:Slaido-ned wM all,dal nuts dmgyirg wim ASTM I`—and ASTM F594 Alloy B. Backfill Mut-didady behind fdndon.elameMs w retaining walls '- E. Donaluse I-intlkaEg wasters. Groptor2. C. SWdu.fill:Fill......dn.-d.Nd.man the ganul..uonase. Z Vf5 ti 20) HEADED STUDS E. Meld haralS cannecmr ah.h.d, 1.55UBMfRALS _ A. HeatlM all Ndi.than torah to w+requremanls of AWS D11. t. PJloweble aesi5vi loads.es puDllsted by marvmdavr,stanmdtaexceed mole d bals-d- A Upm nequen,submit sol ass repoM1s lredametl byme SWdunlTann9Mcpecnd Agency. O W B. Rw1de9Klnd diameter Headed saN crud[,uNns odd amervnse. de lg^pvduns.Menufadirefa publdsnM valvas shall pe dtemllned nom empincel deleor"ra0onal 1.60UALITY ASSURANCE rre�ss C.Previtll hen-resdmnd[emdc arc shield wim ands. ob Bhed.9 analysis antl dmonatrald"comer.¢taloa lesnng pdortned DY agwlifiM indepentleM A SVuduml Tezfingllnzpecnd Agenty shall pedabn mafdlaxinB quality rlalatl hams: J L.L 209 E%PANSION ANCHORS tes.ng dgency,Framing a 1od snarl In.pUattM lo-hamninatlequad.-...d all loads es 1. Vilify, btu.nllC pIidawtthsp,Nk.bon,. 5;A. Expansion enders snap have all,evaMnM by to ICC EvdUndan Services,Inc.OCC-ESlwan� naming,[hon. 2. Determine pai id,size,liquid Ink,plani.that.al.bal,iy India and marimdn dal deem type published evaluation repod Mdlors shalldevaludetl by lCGES Acceptance CnlMa 193antlbe 2. Provide cpnneaors as noap in mandadurefa inWd'ons. daW. Q a spec?Wly approved fn useinpa kedcmnem.Nlanchors shall be epprwMmrrasisnng winoand 25 WOOD-P FSERVATIVE-TREATED LUMBER 3. Dill pr-I,nb. !!11 li.micldtls. A Pramdive TreaWnl by Pressure Proms,:AWPA U1;Use Cele9m UC2 for lanor..awdon not do tamed I.-aaddidal numperdflad da.sMmnsto,dnty mnrptlb.­­lfill.Asa 1i u 29 ADHESIVEANCHORS wM grand,Use Cdegm UC3o for ailansW[Ud^of in dndcl wet grodd.and Use Category UCO.for items 5 m pa.-one dal per lM for every 25W square feet d fill qac". T A. Adhesio.andvrs shall consist ob in t=mm ground, ins Vedrymundaddbadgwpadry. 2 t Mal-,retie nael anchor cordon,Ing to ASTM MN.Gad•A or ASTM A36,Lnc qnM in f Phlonada,Ch•lhals:Ac phdila to eumdda having jun,didln dal containing n^absmicd fie Vae quant"sdmalenal rempvedad qudlai¢Nmednal gecM where VnN Pncas are L cco.an.wan ASTM 8633 unless noted omenta¢oma Shut..Dmwhg;and duemiu,.Do Pat Nalibba dron(SBXl for sill qam 17 SURVEY involve. r 2. M adresdve..Inmr.,n 1l ASTM CMd-02jdn IV,Grade 3.CLASS A.B.6 C ekcaq""anal al 2. Fm apoaad idmc inddcated m rccelve a stalnetl w nnurel finisM1.rdremicel lamUlands sha!I add naked ata ceMied py a hcmaetl surveyor.tt MsvepenrJes between and epoy Thad(,(.Adhesive shell consislda Mro component MM1esive system dntainetlmsitle require hciamg,contain cdoranb.oleed mrough,aomorwise adversdy aaenfrv"shes, nhl lin a and edvdoa e..nal Dedab Rdessionel notal Iallo to O n DY side al-B.g comecladtoaminng note which Thoroughly mix..ma Campanella.111 it B_ IUlrnErylumDal after heatmenl loo maximum maature conleMdlS perceM.Oo nal Use deadest mat is warped or a Y 9" yrdeeding wilt layrod Cinjactad into me hole.Adhesive shall have piald ICC E Nbion Services,Inc.A.Nbtnce mal doe not ball iimr.quirandand far untreatedmalenal. 1.g 5UBSURFACE CONDITIONS e Crilena 306 fa long term creep all an specihrally aa.ad for use do naked cdcrem. C.Mal tum win WaWant quality maA clan haPeddl,,.1 apprbvedbyme ALSGBoadd(Rwi.w. A Coal.......uda Idmvawal..such .Id, .da a.t. a Mb en.Telortnlepremndda ase 2.10 WEIR ELECTRODES bail. Ford..,ed lumber laiwld to receive a sdinea drna:ua finish,ata marking and provide m'r3udmsOre anmry p. A. E-)0,clef,Mdo9en eledrodesandlcoMarm tb AWSA5.I.M.S.MIT. MN. mlficat¢dlreawenl na.,hrm issued byi.sped.agenry. vmmardrombythe Contractor.Thetlea is made available ThrThemnvdiencedoe Cwc.cmrold b B. Pro M1 learotles tomahrelnflux q 111, D.Appi.da.:Treat Nord,dlcelerl on Dowing..and me following: not gCuerenmM to represent alcandidns malmay be enrouderetl. pa y store. 1. WOd CN.,nNIe ols,equip,..d.p.bases,Noting,ad S. omredor may.xamine the Bile antl make his own zubsrnlace explvatims l nO ddNona cod toll¢Owner 211 PLANT pPing.end similar members in NON Own. kin plorenvns. A. Dud.ph nar stall coMorm to AISC SpauO.s,Cabe d SNbdad PadU and SSPC Steal tamed.al roofpg,lashing,vapor banners,mtl watd,ddh g, y pial a me g any sdsudace ex S..bb Paidn Manual,unless mdrmled othtimm- 2 Wood sia.sleepers,nldking,(Wdng,l lstdppingJ ane similabcabclol.dmamD•rsind.adwirh 1.9E%ISTING UTILITIES a 9 A Locale edsnng underground Wldes Dy rueful hentlexmvation.Kunlaies aremremainhplace,pmv.e protection /� B. Pandpould(VD)b ,di lead and smrdnate antl shall comply win 5mle ad Fetlerel volatile 0gmic m zonryprdnwda. Irwn dame _ O `O a G i c prind(VOC)onnona al. 38 No.hueming and fudng seeded directly ro me htenadbelow-grads extdormloonryd B. Co Sed ath Own¢and uIld,-.as_ lacillesi, Do add J V Paint Pnmmshdl atetnpdble wile finish fining. c ode ala r operate w. ymmpanie­N eeping r¢Pedive services ad pereUd. 2.12 GA"" ZING Ona Wood twang members mat a b.- an t8 in��e I—-)above the ground in daMspaca d, reempl-,ang Nil"servire fault¢,ocopietl antl used Dy OwnerordM1ers,odes,waken pbdlbbionrsgivrn Dy me A. Gdvadze0 mating alai confdm to ASTM At23. unexcavaed ares, Dedgl Proltoodinl and men only after kd pal Mlaysmices nave been pwitld. B. Glvadtlze bdd.nud,and wahen inth.ilhnce with ASTM At59 when usM to..aN dad 5. WOM Roorpdms that are indall.0vn cabc.e abbsun-grode. C. Shouts un.ardd dincarrody diene.ggnpaomnuUlNesdencounteretl dung excavatio,cvnsuR me 311•=1'-0 re specified Iona gavaruze0_ E- Complete labncdion d heaedhand,Ano-to boana,,wherever allIdil..Ifcul akadheaonent,apply dal Codd DedBnP.assionl immdialelybtlireNons. DRAWN C e. ansbmsnN Pa atilla SaNar edidmbe dvadaea,nal eam.hanimll dvalad in same chemical us•a for peawem In awo.ana wan,mdadarenln,Wdd,. D. Repair aamagM name:ro saualadm dddny owner. DRAWN BY:HD Exp i g r9 AllNa­­ NDncE PRDJECT NO,2022-352 amvlanm wile ASTM B695,Class 65,Types 1. ow peso ve otl dialigo or haft ample Insp•n eats pace of jumper or.Wdurel panel A Ndl me0¢i Bnours poor to The Dei n clan M. aR.tlrydg and distad dmagMatlefecnve paces. y gnP.asiond4 Bmig Yeaeava'on oro 11910Q10Q DCDNAIT CCT SHEPPHIRD NOW ASSOCIATES WWF�� zs UB' NDTE2 ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 1136 TlcoNc CALABASAS.CA 91302 �a d 310.670.9144 ll.s@she"e.com VAPOR BARRIER'66W CUT CONTROj,JOINT`GRANULAR SUBBASE CONTINUOUS TOOLED JOINT AND METAL FORM I(EY JOINT AN).PEC MCH OWGS AN ER.SEE WWF � SHEAR VAPOR BARRIER= ON \_GRANULARSUBBfSE R T R V C T U R A L OTE: M 1. SAW CUT SHALL BE MME SOON ENOUGH TO PREVENT CRACKING.BUT NOT SO SOON AS TO �y DRAWINPALLINGOF HTE CONCRETE FOR SPACING.R JOINTSEE STRUCTURAL FILLERS EE MCHRTIONS.L "imamaffam� CRUSE SPAAND SPECIFICATIONS.FOR JOINT SPACING.SEE STRUCTURAL SPECIFICATIONS. 2. SAW CUTOR DISCONTINUE REINFAT CONSTRUCTION JT. 3. NEYEDCONSTRUCTION JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING FWRIHG. 4. WHERE REQUIRED FOR SUCCESSFUL INSTALLATION OF FLOOR FINISH SLAB SHALL BE WET CURED WE AND BE PLACED A MINIMUM OF SO DAYS PRIOR TO INSTALLATION OF FLOOR FINISHES.AT CONTRACTOR'S OPTION DIAMOND DOWELS MAY BE USED IN LIEU OF CONTINUOUS CONCRETE KEY �011y Digitally signed AT KEYED JOINT, 5. PROVIDE SL4•-0'AB BOLSTERS A MIN APART FOR WWF SUPPORT by Holly Jeffreys Date: 631.4 TY314" PICAL GRADE SUPPORTED SLAB AT JOINTS JeffreyszDz3.G5.zz 16:58:59-04'00' LUIII III" OENgFFLs 1I I1 D II W 25 Tr 0Thcel1inmsdMeerx,mMlebs eNrly6H2]05Y0eocnhffvfMnkellFylsigns mpusgEignagn.MrA.e 0 I I Pnn1eC cPPles of m1a Oocumenl are nN WWF nsiEeretl signe0 ana sealee ane me r FIN GR Lesgnalurelochanec co 'estl m any �fI TISLAB EL y STD PLATE WASHER -AL I twn ITICONC EL THREADED ANCHOR BOLT PROJECTIONV GROUT�SASE PIATEtom` 1- �' ANCHOR BOLT DIA•1'MIN ]C Adandc Beach ANCHOR ROD WITH 2 STD FLAT I I_ -�J WASHERS AND 2 HEAVY HEX NUTS.TYP Atlantic Beach Country Club SEESINS3.20 FOR SCHEDULE. Phase 1 TACK �+� 1600 Selva Manna Drive 7 TYPICAL BASE PLATE AND ANCHOR BOLT - 3 1 TYPICAL TURNDOWN SLAB AtlantiC Beach,FL 32 3 3 3/4° S32 314" REVISION NO. DATE DESCRIPTION 12A2-xx SDPRICING GL COUFTG 2 02-10-23 DO PRICING t — —}— 3 D3-30.23.1 DO S23 23 PERMIT SET L_ _J I SEE]10 53.20M0 I ISOLATION JOINT S—.201 BASE PLATE AND y, ANCHOR 00LT OTLSCHED 1 TISLAB EL u �K -I- EDGE OF SLAB I •y _r C P OEF !lB1�1Y Y-9' O Y-0" ADOL REINFTO 1 BASEPLATE - TIFTG EL MATCH FTG REINF TIFTG EL } I _ FTG REINF - -- i + L —{— DIG POCKET IF REGD TO YI! 1 • WT //// IIE PMIN 3"COVER AT V x-0' T �1'Ey 1�•L 2 0 ST_''"' L SAW CUT ANCHOR DOLTS J_ !S� CONTRACTION JT OR PIPE NEAR TOP OF FOOTINGL'I ,\V CONSTRUCTION JT UJI tlY ISOLATION MAR Z ADD REINFTO FTG RENF 6 TYPICAL ISOLATION JOINT AT STEEL COLUMNS 2 TYPICAL EXTERIOR STEEL COLUMN FOOTING O MATCH FTG REINF sal 3/4'-1'-D° 31 314"=1'-0" F GEL L ------------- o LLIx LL IM D G SIF Z ADD'L—ND O LONGER REQUIRED J WHEN DIMENSION EXCEEDS— BASEPLATE AND ANCHOR BOLT SCHEDULE FOOTING SCHEDULE >Q A6Q1T FTG REINF .—GEL BASEPLATE ANCHOR BOLTS WEIR ^ REINF BASEPLATE. IARK Il u D MPJL( SIZE(Wr1xT) REMARKS �.��3� A B C E F NO W T Bpi ]l0' 1Y 1Y <' 3H' 5- a 3116' F3.5 3'-6'x3'-6'xlY SYAEW. TOP .BOTTOM gPIPE UNDER FOOTING O a 10 PIPES SHALL PASS IN NOT EEBENEATH COLUMN FOOTINGS. 0 r�V N^O i 2. NOPIPESTOPASSINORBENEAD 113 H OOTING LUMNFOC—SSTINGS. FTERRHAS BEEN INCREASED, V`3 L & 3. VERIFY PIPE PENETRATION LOCATIONS WI PLUMBING CONTRACTOR _ SCALE:-1=Yu 9 ryPI CAL THICKENED FOOTING AT UNDERGROUND PIPING 5 BASE PLATE AND ANCHOR BOLT SCHEDULE 7 1�'FOOTING SCHEDULE DRAWN BY:HD r s32 314" 3/4"=V-0" S3. 3/4"=1'-0" PROJECT NO..2022352 Fl�l792ri4 DCDAAIT OCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 25560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 d 310.670.9144 ll.s@lshep-ae.wm CI.OF pIaEw fi@2' PRE iA0 ADD LREINFTO JO SHEAR 2Y_ YA MATCH FTG REINF 0 EL � 0 STRUCTURAL FTG REINF �� � - 2'-0' 1'-6' 1'fi' I y_IP bw PIPE NEAR TOP DF FbdfplL Digitally signed Holly byHollyJeffreys Date: ADD L REINF TO FTG REINF Jeffrey 52023+05.22 MATCH FTG REINF 16:58:41'0400' TIFTG EL 0 `Yt1111111//((/y 3E `r0 YOEENgF��lp Ri 1.0• �+ zi �'x1F.ItDMS%'62�� VIPE IN BOTTOM OF FOOTING OR WITHIN C BELOW gjn.gWjQEZQUjNIE A"'L BAR NO OSSI fot LONGER REQUIRED This item Iles Been Hecumicdly aignetl WHEN DIMENSION a dsealed by—y—1y,Flpdda r EXCEEDS 3'-P Ifc number B—..on me dde-., PIIdeO FTG REINF Ime—puNngd9dalsi9naNre TlFTG EL III copies dtl4a tloavmenl ert nd eayerect s gned and waled andy �atlue mese Le verfiea eN-y � e aclmn cop es T-B' 2-B' PIPE UNC FOOTING NOTES'. Adantic Beach NO PIPES TO PARS IN OR BENEATH COLUMN FOOTINGS. 2. PIPES SHALL NOT EXCEED t/3 THE FOOTING THICKNESS AFTER R HAS BEEN INCREASED. 3. VERIFY PIPE PENETRATION LOCATIONS W/PLUMBING CONTRACTOR Atlantic Beach Country Club 3 TYPICAL THICKENED FOOTING AT UNDERGROUND PIPING_ _ Phase sat 314"=1'-0 NOTE 1 1600 Selva Marina Drive WWF, i va' NOTE2 Atlantic Beach,FL 32233 Ocoee REVISION i -�-.— - NO. DATE DESCRIPTION _ T 1202-22 SD PRICING VAPOR BARRIER• Y\ 2 02-10-23 DD PRICING SAW UTCONTRO,f DINT`GRANULAR SUBBASE 3 --23 l9.%CO 4 O 23.23 PERMITSET CONTINUOUS TOOLED JOINT AND METAL FORM KEY JOINT FILLER.SEE ARCH OWES AND SPECS WWF VAPOR BARRIER KEYED GRANULAR SUBBASE CONSTRUCTION JOINT NOTE' 1. SAW LUTSHALLBE MADE SOONENOUGHE PREVENTCRACKING,BUTNOT 50SOONASTO CAUSEGSAND OF HTE CONCRETE WHILE SAWING.FOR JOINT FILLER,SEE CIOHATION RAL DA CUT OR DISCONTINUE I SPECIFICATIONS.FOR JOINT SPACING,SEE STRUCTURAL SPECIFICATIONS. 2. SAW LUT NSTR ONTINU JOINTS EE CONSTRUCTION JT. 3. KEYED CONSTRUCTION JOINTS NEED ONLY OCCUR O FLOMFEDGESASDURINGSHA POURING. '^ 4. WHEREPLACEREQUIRED FOR SUCCESSFUL IS PRIOR TO INSTALLATION FLOORSHALaE WET LURED v, AND BE PTOWS AMINIMUM OF90 OATS PRIOR INSTALL AT ION OFFLOORFWUSC AT J AT KEYED OPTION DIAMOND DOWELS MAY BE USED IN LIEU OF CONTINUOUS CONCRETE KEY ATTOVIDE JOINT. Q 5. PROVIDE SLAB BOLSTERS AMIN 4'-d'APART FOR WWF SUPPORT L W 2 TYPICAL GRADE SUPPORTED SLAB AT JOINTS Q _0 Q 2x STUD WALL.SEE 2x GTUD WAIL,SEE Z IAN PIAN J PLYWOOD—� PLYWOOD 0 3KEATHING PTSILL PLATE W/S'B'DIA_ SXEATKING r-PT SILL PLA'E Wt 5lS'OIA. �--1 ANCHOR BOLTS,(21 HEAVY ANCHOR BOLTS,12)HEAVY F FJI NUTS AND STANDARD HEX NUTS AND STANDARDILL ARCH VENEER WASHER@2'-0'O.C.AND ARCHVENEER IN SHER@2'-0-O.C.AND —� WITHIN 12'OF ALL CORNERS —� WITHIN 12'OF ALL CORNERS O SIMPSON EP BIa 9'-0' SIMPSON BP 510 3'-0' W BEARING PIATE BEARING PLATE T/SLAB EL TISLAB EL V J _ FIN GR W a 2A5 COM. - _ NUT TO BE YtL' SWWF 2%S CONT. - n_ j_WWF ,( WELDED TO BOLT J?-- NUT TO BE WELDED TIFTG L LL I C E 1 TO BOLT 1 Z 4 US CONT. O oUl5 CONT. As@lY _ 9 1'B' AS@1Y TURN DOWN SLAB AT EXTERIOR LOAD BEARING AND/OR SHEAR TURN DOWN SLAB AT EXTERIOR LOAD BEARING AND/OR SHEAR 0-S3.21 _ 5 WALLS 1 WALLS $GALE 3u'=ra W-2314.=1'-0" DRAWN BY:HD PROJECT NO.:2022352 !19/74!09 DCONAIT CCT SHEPPHIRD NOTE ASSOCIATES C OF O Eo =IZ1 NOTE II WWF /a' ARCHITECTS+ENGINEERS P E aB�1r—. miV .-ADD L REINFTO P6660 AGOURA ROAD,SUITE 106 2-B° Y-a• MATCH FTG WINE EDGE OF BLAB TICONC CALA6ASAS,CA 9130P TIFTGFL J wwcss , .�.,.� 4.� d 3106709144 ll.s@shepae.c0m PLL BASEPLATE BASEPLATE— VaPORBAR ER :Aw LUTCONTROLJOINT GRANULAR SUBBASE �_ � ." FTG RE NF I t.3 • "�� s.NlxR rs.Nlicwesx YI I Y-P 1'6' " t 2-e' h I--1 Ti r�—�tT-•�,, —T—'\ CONTINUOUS TOOLED JOINTJOINT AND PIPE NEAR TOP OF FOOTING 1 I WWF FORM NEY DWG3FAND SPECS ILLER.SEE aRCH t_J L_T_J L_T_J '-SAW LOT , SAW LDT - s • H LA R CONTRACTION LIT corcraaCTION JT OR 'K Y�;17C SE i.`-''t. ht"aPie CONSTRUCTION LIT CONSTRUCTION JT —POOL SENT TO FFG REINF mO VAPORBARRIER KEYED CRANUUWSUSSASE TlFTG EL MATCH FTGREINF 112'ISOLATION MATL 112'ISOUTION MAR DDNBTRUCTIINl JOINT NOTE: STRUCTURAL 1. SAW CUT SHALL BE MADE SOON ENOUGH TO PREVENT CRACKING,BUT NOT SO BOON AS TO CAUSE SPALUNG OF WE CONCRETE WHILE SAWING FOR JOINT FILLER,SEE ARCHITECTURAL l3ORAWINGB ANDSPECFICATIONS.FOR JOINT SPACING AL SEE STRUCTURSPECIFICATIONS. ` 2. SAWCUTOR DISCONTINUE EDGE AT CONSTRUCTION JT RIAM� 3. KEYED LONSTRUGTION JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING. 4. WHEREREOUIRED FOR SUCCESSFULINSTALLATION OF FLOOR FINISH SLAB SHALL BE WET CUBED I AND BE PLACED A MINIMUM OF 90 DAYS PRIOR TO INSTALLATION OF FLOOR FINISHES.AT 2',0• L 1•,B• 1'S L Y-0° a' CO TRACTOR-SOPTION DIMOND DOWEILS MAY BE USED IN UEU OF CONTINUOUS CONCRETE KEY Digitally signed �.� V AT KEYED JOINT. Holly 9 y 9 5. PROVIDE SLAB BOLSTERS A MIN 4'-D°APART FOR WWF SUPPORT by HDlly Jeffreys •'F 16 TYPICAL ISOLATION JOINT AT STEEL COLUMNS TYPICAL GRADE SUPPORTED SLAB AT JOINTS Date: S6 .314"=1'-0" s3. - —LDO'LI GO .Jeffreys 2023.05.22 ONGER REOUIRED 1 W" mMErvslOry 16:58:24-04 00 EXCEEDS 3'-m \\\\`Y JEFF,A/////i TIFTGTIFTG ETA ®tY FTG RE NF ',O\GENgFFY� ' 2-S IS. ��F�Jk10T G?fi t PIPE UNDER FOOTING �/////��70�11111\��\\ os 20 Tnis Mem has bean MeclraricallAmid. sealee by 27Sy Jeffreys,Flcetls N license number B2T58 m Ne tlata anNor NOTES, BENEATH COLUMN FOOTINGS. time sla pusinga tligeal signawre. 2. PIPER SHALL NOT EXCEED 113 THE FOOTING THICKNESS AFTER IT HAS BEEN INCREASED. Panie4 cp�es pf Nls tlgcamenl are nN S VERIFY PIPE PENETRATION LOCATIONS WI PLUMBING CONTRACTOR. sitler signoe and seeletl ane Ne a'gAawre must he vmiDetl m any elecbvnic rapes. 19 TYPICAL THICKENED FOOTING AT UNDERGROUND PIPING Atlantic Beach Atlantic Beach Country Club Phase 1 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 3 013623 90%CD 5—23 PERMIT SET f—3pSCONT 3'-0' a4�tx F WWF FIN GR TlSLAB LL I VJ J_ TYPICAL TURNDOWN SLAB W Z _O - Q CL C IUFTG FOOTING SCHEDULE Z O 1 MARK SQ (W WT) REINF REMARKS LL ar IBOLATION JOINT El BE PLATE ANDOR BASE ` Fs e• e'-0° 'x15 SAa EW TOP B BOTTOM LL PIATE AND ANCHOR O BOLT OTUSCHED TISLAB EL N a � V j _mgL Q 1 j 8 DIG POCKET IF REO'D TO 8 KEEP MIN 3°COVER AT ANCHgi BOLTS 0-S3.22 SCALE: @11 PICAL EXTERIOR STEEL COLUMN FOOTING 1 FOOTING SCHEDULE PRAWN BY:SM 53.23!4"=1'-0" PROJECT NO.:2042352 (1C/1)Qi0Q DMOAAIT CCT SHEPPHIRD ASSOCIATES FASTENING SCHEDULE FASTENING SCHEDULE ARCHITECTS+ENGINEERS 26550 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 CONNECTION FASTENING LOCATION CONNECTION FASTENING LOCATION g 310.670.9149 wOLs@shepae.com ROOF WALL BLOCKING BTWN JOISTS,RAFTERS OR SAd COMMON(2112-X 0.131-) EACH END,TOE NAIL STUD TO STUD(NOT BRACED AT WALL 16e COMMON 13112'X0.162-1 24•DD.FACENAIL s.Nt-Nrt.n•NIFNm+z TRUSSES TO TOP PLATEFRAMING BELOW 310tl BOXt3•%0.120') PANELS) PL 318'THICK EACH 33'%0.131'NAILS 33.14GA STAPLES,71UF CROWN 10tl ILISV X0.120') t60.C.FACE NAIL FACE 3-X 1 t31'NAILS WOOD TRU35,BOTTOM CHORD- BLOCKINGBTWNRAFTERSORTRUSSNOT 2Stl COMMON(311T X0.131') EACH END,TOENAIL }3'14GA STAPLES,]/16 CROWN AND 3l8'PLATE.SEE DETAIL 518'0 SSTHRU AT THE WALL TOP PLATE,TO RAFTER DR 2-3'X0.131•NAILS 61056.20 FOR MORE INFORMATION BOLTWIACORN TRUSS 23'14GA STAPLES STUD TO STUD AND ABUTTING STUDS AT 16d COMMON(312'%0.162') 16 D.C.FACE NAIL NUT.TYP. INTERSECTING WALL CORNERS(AT BRACED 2-16d COMMON(3 tIZ%0182') END NAIL WALL PANELS) 16tl BOX(3112'X0.135') 1Y O.C.FACE NAIL LO MEMBE0.(SEE PLAN) (� i /` SHEAR S-16dC MMONILS 33'14GA STAPLES toe BO%(3'%0.128') I2 O.C.FACE NAIL d FLAT BLOCKING TO TRUSS AND WEB FILLER 16tl COMMON 1312'%0.162')@6O.C. FACE NAIL 3•%14GA NAILS b 3•X 0.131'NMLS@IO.C. 14GA STAPLES,]It6'CROWN _ STRUCTURAL VK 7 14G STAPLES @ 5 O.C. BUILT-UP HEADER(2'T02'HEADER) 180 COMMON(312'%0 162-) 150.0.EA EDGE,FACE NAIL F64T CEILIN G JOISTS TO TOP PLATE }Btl COMMON(I 12-X 0.131') EACH JOIST,TOENAIL SIMPSON HANGER HUC66,INSTALL PER MFR'S 3l _m(-.128') l6e BOX IS lo'%0.135) 1T C.C.EA EDGE,FAC£NAIL REQUIREMENTS.SIM CONDITION AT EACH LO MF 33•%0.131"NAILS MEMBER CONNECTION TO HEAWTIMBER TRU SS MBfR bL I��� 38'11GA STAPLES,7116-CROWN CONTINUOUS HEADER TO STUD 4-Bd COMMON(2112 X 0.131-) TOENAIL BOTTOM CHORD PLATE,ONE OR BOTH SIDES. CEILING JOISTNOTATTACHEDTOPARALLEL 3-16d COMMON(311Y%GLI 62') FACE NAIL 41Ud B0%(3-X0.128') RAFTER,LAPS OVER PARTITIONS IAO 4-3- BOX(TX0.128') TOP PLATE TO TOP PLATE 16d COMMON 13112'X 0162' 15 O.C.FACE NAIL HANGER Holly TMRUST)(3EE IBC 23 PARTITIONS 9'%BOX( X0.1 ) TO PLATE 5132' 1-2 Digitally signed 43'14GA STAPLES,]116 CROWN 10e BOx(3•x0.t2B') 17 O.C.FACE NAIL 4 by Holly Jeffreys CEILING JOISTATTACHEDT-L-EL PER IBC TABLE 230&7.3.1 FACE NAIL TX0.131-11.6 RAFTER(HEEL JOINT)(SEE IBC 2303.7.3.1) }614GA STAPLES,7116"CROWN Date:2023.05.22 COLLAR TIE TO RAFTER 310000MMON(3•%0.148') FACE NAIL TOP PLATE TO TOP PLATE,AT END JOINTS 316e COM.MON(312'%0.162) EAS IDE OF END JOINT.FACE Jeffreys 16:58:05-04'00' 4-Dd BOX(Z X0.128') 12.1od Box(3'xo.12e•) NAIL(MIN 24"LAP SPLICE 8 HI ANOLOMEMBER CONNECTION DETAIL 4 TRUSS CONNECTION DETAIL \1N(t1111111/"" 3'%D.131•NAILS 2-3'X0.131-NAILS LENGTH EASIDEOFEND 4-T14GA STAPLES,7115 CROWN t23'1/GP STAPLES,TIlS CROWN JOINT) 56.2 3/4"=1'-0" `%\Vy JEFF 6.2 314"=1'-0" RAFTER OR ROOF TRUSS TO TOP PLATE 310E COMMON L3'X 0.148') TOENAIL BOTTOM PLATE TO JOIST,RIM JOIST,BAND 16d COMMON 0 In-X D.162) IT O.C.FACE NAIL `�S'2Oy"`10E Ns,FJ-S }160 BOX(3 t1TX0.135.1 JOIST OR BLOCKING(NOT AT BRACED WALL 4-10d BOX(3•XD.128') FANELSI IS B0%(3112%0.135) 17 O,C.FACE NAIL AWd' `1?•1 4. 4-2 X0131-NAILS 3'X 0.131'NAILS 9-3.14GA STAPLES,7116'CROWN 7 14G STAPLES.7116'CROWN / Si CSL' _ ROOF RAFTERS TO RIDGE VALLEY OR HIP 2-16d COMMON(3 LIT A 0.1 ST) END NAIL RAFTER S:ORROOFRAFTERTO2RIDGE 3104 So Wxo.128') BOTTOM PLATE TO JOIST,RIM JOIST,BAND 2-164 COMMON IS US'X O.16T) 15 O.C.FACE NAIL BEAM 33•X0.131"NAILS JOIST OR BLOCKING AT BRACED WALL 316e BOX IS 1 IT X ILL 35') 1' '9 2 // SJONAL EN VX% }3'14GA STAPLES.7116 CROWN PANELS 4�3'%0.1]1'NAILS 0F'4 Sfi. //J7J1/111111,YY` 14GA STAPLES,7116"CROWN 314.033 THRU 1}E� 112 3104 COMMON(3'%0.148') TOENAIL S BOLT WIACORN 6c' 3 3'3" Os-W. 3-16tl BDX(312"X0.135•) STUD TO TOP OR BOTTOM PLATE 4-Rd COMMON(21IT%0.131-) TOENAIL NUT TYP 6P11 l! 1-lod BOX(3'X0.128') 4-1 Od BO%(3•%0.128') / • TMS 6Lm bas been eletlmucally slgnetl -S•X 013'NAILS 4-3'A 0.131•NAILS / R310'THILK fes^ - --- TRUSS BRG ELEV. sealetl by Holty Jelheys,Fluids 43'14GA STAPLES,71UF CROWN 4-3'14CA STARES,7115 CROWN EACH FACE (rcense number 82758 pn Ne Bale anelor mp using a tlgilal eignaNre. 2-106LOMMONo12fl-) ENO NAIL Pooled copies of Nls tlocumenl are ndl 310080%(3•%i26'I PURLIN(SEE PLAN) /v 516053 THRU onsidered signed ane sealed ane Ne 33'X0,131"NAILS BOLT WI ACORN 33'14GA STARES,7116 CROWN + NUT,TYP, c signalur01r �F l>e yenfied w eny TE FASTENING SCHEDULE EACH SON HEAW AINGLE HLT& TOP RATES.LAP6 AT CORNERS AND 2-1 SlJ CDMMON(3112'%0.162') FACE NAIL EACH SIDE INSTAI.L PER MFR'S 41111111111111 INTERSECTIONS }t Dd BOX IT X 0.120') REQUIREMENTS. PSL PLUS(SEE J TO COLVMAN.3 }2 X 0,131-NAILS / CON NECTANGLETOTRUSS PLAN) 3116 - ES 33'14GA STARES,71L5 CRO" MEMBER WITH Y4.0 LAG CONNECTION FASTENING LOCATION / SCREWS,5-WCHESLONG. t-BRE TO EACH STUD AND PLATE 2-Bd COMMON(2112 X D.131') FACE NAIL INSTALL PER H1,13SIMPSOI HANGER HUC612, BRAC EE BOX(3'%0.128') REQUIREMENTS. IN PER MFR' INK S HIS COLUMN MID 2-]-X 0.131'NAILS REQUIREMENTS -INCH CAP RATE FLOOR 2-3.14GA STAPLES,7116'CROWN Y (SEE PLAN) J GIST TO SILL,TOP PLATE,OR GIRDER 38tl COMMON(2112 X0.131') TOENAIL 1'X6'6HEATHING TO EACH BEARING 2-Od COMMON(2112X0.131") �ACEINALJAdandc-i OdBOX(3•x0128') NOT SIM.CONDITION,HEAW TIMBER Beach31Dd BOX(3"J(0.128') E33'%0.131"NAILS TRUSS RUNS PARALLEL TD PSL PLUS BEAM14GA STAPLES,7118'CROWN V X 60.ND WIDER SHEATHING TO EACH }Bd COMMON(211-TSI-) NA BEARING }100 SOX(5 x 0126') RIM J ATE.AND JOIST.OR BLOCKINGEL Bd COMMON XTX0112'X0131'1 SD.C..TOENAIL Atlantic Beach Couniry Club TOP PLATE,SILL OR OTHER FRAMING BELOW toe BOX(3•X0.120') .TRUSS TO COLUMN CONNECTION DETAIL 3'Xo.t3t-NAILS 7 PURLIN TO HEAW TIMBER TRUSS CONNECTION 3 Phase 1 3'14GA STAPLES.7116'GROWN gfi. 1.._1._Q. 56.2 314" X S SUBFLOOR OR LESS TO EACH JOIST 24d COMMON(2 LIT X 0.131-) FACE NAIL -d BOX(3'X 0.120'7 1600 Selva Marina Drive 2 SUBFLOOR TO JOIST OR GIRDER 2-the COMMON(312'x 0.162') FACE NAIL Atlantic Beach,FL 3 T PLANKS(PIANK B BEAM-FLOOR 6 ROOF) 2-I6d COMMON(31J2 X 0.162-) EACH BEARIN G.FACE NAIL REVISION NO. DATE DESCRIPTION BUILT-UP GIRDERS AND BEAMS.Z LUMBER 20d COMMON(4•%0.192-) 32 O.C.FACE NAIL AT TOP �µ 1 12 W22 6D PRICING LAYERS AND BOTTOM,STAG GERED ON !^8 ^2 02-1023 DD PRICING OPPOSITE SIDES IAF" Fb 3 03]023 90'h CO 10tl 00X(]'X0.120') 24-O.C.FACE NAIL AT TOP y0� WOOD TRUSS, 4 032323�PERMITSET 3'X0.131•NALS ANDBOTTOM,STAGGEREDON 33'14GASTAPLEE,7iIFCRCIWN OPPOSRE SIDES / BOTTOM CHORD R31a'THICK,3 PSL PLUS(SEE PLAN) SIDES AN EN03 ANO AT EACH 0 33 2-2Ud COMMON(4•X0.1B2•) SPLICE,FACE NAIL SIMPSON HANGER HUC612. 510' THRU BOLT � 5.ACORNNUT,TW }led BOX(3•X 0.125) S3'%0.131'NAILS INSTALL PER MFR'S 33'14GA STAPLES.TIF CROWN UIREMENTS TRUSS BRG ELEV. LEDGER ST RIP SUPPORTING JOISTS OR 316d COMMON IS 112•%0.162) EACH JOIST OR RAFTER, RAFTERS 410d BOX(3-X0.126') FACE NAB Z X 0.131'NRILS ti 14GA STAPLES,]lib'CROWN JOISTTOBANDJOIST OR RIM JOIST 316E COMMON(3112'%0.162') END NAIL i 4tOd BO%(3'%0.120') FI TRUSS PLATE 4-3'%0.13t'NAIL3 y� HANGER TO COLUMNS i 43'14GA STAPLES.W16•CROWN R31B'THICK EACH TO HISS I �..CL... E3 FACE COLE 5132 1-2 IIBRIDGINGORELOCKINGTOJOIST,RAFTER 2Btl COMMON(2112%0.131') EACH END,TOENAIL I AND 114-INCH OR TRUSS 2-100 BOX(3-X 0.128•) V CAP PLATE(SEE PLAN) 23'%0.131"NAILS SIB'0 SS THRU BOLT 2-3't4GA STAPLES,7116'CROWN LNl ACORN NUT,TIP. V/ J 17 FLORIDA BUILDING CODE FASTENING SCHEDULE 6 TRUSS CONNECTION DETAIL ��TRUSS TO COLUMN SECTION 36 .314"=1'-0" s&z 3/4'=1'-0" ss 12"=V-0" w Z SIMPSON PSCL(PANEL SHEATHING CLIPS)AT MID-SPAN WHEN SPAN IS GREATER THAN 15 �1�/ FASTEN 80TH DECKING AND < 2x DECKING WI-ODD PLYWOOD TO PURLINS WI 16d @ 3' O.C.IN ZONES 2 AND 3,AND @ 4• DIAPHRAGM g O.C.IN20NEt.SEE110.3021 FOR (STAG GERDECKINGAPLYWOOD LL ZONE LOCATIONS. AS SHOWN) Z fit 512' O RODF PURLINS J 0 510'0 66 THRU BOLT WI ACORN NUT,TYP. t PL 31a'THICK EACH ACE u 4 BOLT&MEMBER 12' g• � I O SIMPSON HANGER HUC68.INSTALL PER MFR'S REQUIREMENTS LO MEMBER(SEE7�A10 NOTE' 1.NAILS SHALL BE SMOOTH SHANK GALVANIZED /'� /'� CAIi80N STEEL COMMON WIRE NAILS. 0 `G.' /0 5 TRUSS CONNECTION DETAIL t ROOF IAPHRAGM DETAIL SCALE:A--V L 1'-0" .s6.2 314"=1'-0" DRAWN BY:HD r PROJECT NO.,2022x52 3 1lG/0Ql1JQ DCDNAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 d 310.670.9144 w01.s@shel>ae.C6m SHEAR STRUCTURAL t>e�raRa� IIIlMRA4>i11 Digitally signed Holly by Holly Jeffreys �[ Date: J e I I reyS 2023.05.22 7 16:57:47-04'00' tl27B1 J /18110\\\\\ T.b Bem Has been HecV ,,Ry 119-4 bba¢eaee by Holly.lelrcaye.Flonea license numLer B2)BB on 1He Cele enNor p using a tlignal signature. PCmeC copies of Nls Cocument ere not ree sigb antlsea1 andme �igAawre must Ee velifieE on any electrmic rapiers. —r BeachAtiantic Atlantic Beach Count Club Phase 1 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION NO DATE DESCRIPTION `([ 1 12-62-22 SDPRICING 2 02-1023 DO PRICING 3 D3-30.23 30%CD 4 DS23.23 PERMITSET 1 Jr. \ SEE ARCH FOR SLOPE 10 4 I sur a'6' fi.6RUNG / J Pu TVP �. j.,y •\ METAL DECK 6 �\ (SEE ARCH.) /~ SS W 111 PLYWOOD SHEATHING (SEE PLAN) 2x OECI(ING \\ b� j / `\`\ f Z (SEE IiAN) / MEMBERS,TYP. 1 /a 6)e 6 '� Q Li — mTRUSS BRNG ELEV. - -—-—-—- —I-— -—- \ \\ 2 / 25'-0- r D O NOTES. g 17 ALLHEAVY TIMBER TRUSS MEMBERS TO PRESSURE TREATED. PROVIDE SHORT SLOTTED HOLES ATTHRU BOLT LOCATIONS.A%IS OF SLOTTED HOLE TO BE N NORMAL TO GRAIN DIRECTION. 9 Ti TRUSS PROFILE O S C6.L 1 SCALE:—11 DRAM BY:HD R PROJECT NO.:2024-352 n nrj0Ol0C! DCDBAIT CCT SHEPPHIRD ASSOCIATES FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE ARCHITECTS+ENGINEERS 26560 AG06RA ROAD,SUITE 106 HOLD DOWN SCHEDULE ) CALABASAS,CA 91302 CONNECTION FASTENING LOCATION CONNECTION FASTENING LOCATION CONNECTION FASTENING LOGITION j 310.670.9144 Wi11.s@Sheµae.mm MARK TME LEVEL ANCHOR STUD CONCRETE w^' BDLr DIA_ QUANTITY BASE AN R ROOF WALL FLOOR - mnrrsxaesvt 510'0 MEED. BLOCKING BTWN JOISTS.RAFT'cRS OR 3btl COMMON(2 10 EACH END,TOE NAIL STUD TO STUD BRACED AT WALL 16d COMMON[3117 X 0.162') 24'O.C.FACE NAY- JOIST TO SILL•TOP PLATE,OR GIRDER }Bd COMMON(212'X0.131.1 TOENAIL Hp1 HD ALL 510• (1)2s CAST-IN - s.a-ame.Ts.a1„w[ccy 310tl BOx(3'%0.128') AN ROp SHEAR TRUSSES TO TOP PLATEIFRAMING BELOW }10d BOX(3'X0.126) PANELS) 36x0.13PNx U' ilB Bt2 33'XLS 0.131-NAILS 10tl B0%(3'X0.128") IFO.C.FACENAIL 33'14GA STAPLES,>!16'CROWN HD2 HDTB rLLL SI4' I2)2a EMBED.CAST-IN 14GA STAPLES,WIG'CROWN 3'X 0.131'NAILS ANCHOR ROO BLOCKINGBTWNRAFTERS ORTRUSSNOT 2-Bd COMMON(212'X0.131') EACH END.TOENAIL }614GASTAPLES,TMF CROWN RIMJOIST.BANDJOIET.ORBLOCKWGTO Bd COMMON(2 In'% 131') FO.C..TOENAIL AT THE WALL TOP PLATE,TO RAFTER OR 2-6XO.131-NNLB STUD TO STUD AND ABUTTING STu05 AT 16tl COMMON(3112%8.162'1 18'O.C.FACE NAR TOP PLATE,SILL OR OTHER FRAMING BELOW 190 BOX(3'XO.126) NOTE: TRUSS 2�'1410.STAPLES 3'X Ot31"NAILS INSTALL ALL PER MANUFACTURER REQUIREMENTS.BEE DETAIL 210-36.22 FOR IN WALL CORNERS(AT BMCED 3'1410.STAPLES,7116'CROWN MORE INFORMATION. WALL PANELS( 2-tfid COMMON(3 R'X 0.162) END NAIL 16d BOX(3In-%0.1]5') 12"O.C.FACE NAIL -X 6 EUBFLOOROR LESS T_EACH JOIST 2-Bd COMMON VT%0.131-) FACE NNL }3•xB.lar Nals 1 z-lad Box(3'x II 12F) r a 1HOLD DOWN SCHEDULE 33"1410.STAPLES 10tl BO%(3'%0128'1 12.O.C.FACE NAR z�i 3'XB.1413 T L 2'SUBFLOORTOJOIBTORGS61ER 2-16tlCOMMON(312XO.16T) FACE NAIL ■T R N C T Y R A L FLAT BLOCKING TO TRUSS AND WEB FILLER f6e COM-NAILS IF D.C.t62')@B'O.C. FACE NAIL }61410.STPPLEB.T/18'CROWN ]' :X0.131-NAILS @ 6 O - 3.14GASTAPLES @6'DIC. BUILT-UP HEADER(TT02'HEADER) 10tl COMMON DI?X0.162'1 16'O.0 EA EDGE,FACE NAIL 2'PIANKB(PLANK 8060.(3-FLDORBROOF) 2-tfitl COMMON(312'X0.162) EACH BEARING,FACE NAIL CEILING JOISTS TO TOP PLATE 3811 COMMON(212'X 0.131') EACH JOIST.TOENAIL 310d EIM jr X 0.128-) 16d BOX Ist X0.135-) 12"O.C.EA EDGE.FACE NAIL BUILT-UP GIRDERS AND BEAMS,2 LUMBER 20d COMMON(4'X 0.192'1 IT O.C.FACE NAIL AT TOP }3'x 0.131•NAILS LAYERS AND BOTTOM,STAGGERED ON }3'14GA STAPLES.7/16 CROWN CONTINUOUS HEADER TO STUD 0.Bd COMMON(212'%0.131') TOENAIL OPPOSITE SIDES PLYWOOD DIAPHRAGM 410E BOX IFF 0.128-) 100 B0%(3'%0.1267 D.C.24' FACE NA IL AT TOP (STAGGER SHEETS AS SHOWN) CEILING JOIST NOT ATTACHED TO PARALLEL 31gd COMMON(31?X0.162') FACE NAIL 6X B131'NAILS AND BOTTOM.STAGGERED ON RAFTER,LAPS OVER PARTITIONS(NO 4100 BOX 13'x 0.120•) Holly Digitally signed THRVST)(SEE IBC 2308.1.3.17 43•%0.131'NAILS TOP PLATE TO TOP PLATE 1gd COMMON(312X0.162') 16'O.C.FACE NALL }3'1410.STAPLES,7l16 GROWN DPPDSTF SIDES BIMPSDN PSCC n 9 Y 9 4-3'14GA STARES,iR F CROWN (PANEL SHEATHING CLIPS) b HollyJeffreys 10d BOX(3-X0128') 12'O.C.FACE NAIL AND: ENDBANDATEACH AT M(D-SPAN WHEN SPAN Y Y CEILING JOIST ATTACHEOTD PARALLEL MRIBCTABFE IL7.3.1 FACE NAIL 3'%0.131'NAILS 2-0d CDMMONJC'%019T) SPLICE,FACE NAIL {SBSAT- ISGREATERTHENI6' DBYe:2023.DS.22 RAFTER(HEEL JOINT)(SEE IBC 2308.7.3.11 3614GA STAPLES,MF CROWN 312 ad BOX(3-%0.128') N01W 33'x0.131'NAILS Cro+TMUgU3 Jeffreys 16:57:27.04'00' COLLAR TIE TO RAFTER 3L10tl COMMON(3'%0.148') FACE NAIL TOP PLATE TO TOP PLATE,AT END JOINTS &16d COMMON(31/-X0167) EA SIDE OF END JOINT,FACE }3'14GA STAPLES,7716 CROWNCId61-pJJQE6 410d BOX(3'%0.128') 12-10d BOx(3'X0.12V) NNL(MIN 24'LAP SPLICE (EDGER STRIP SUPPORTING JOISTS OR }16d COMMON(31R'%0.162) EACH JOIST OR RAFTER + \\\1111111111711/ 43'X0.131'NAILS 12-3•X1.13-AXS LENGTH EASIDEOFEND RAFTERS 0.1 Utl BO%(3'%0.128') FACE NAIL 41'1410.STAPLES,il16•CROWN t2-3.1410.STAPLES.7M 6' JOIM7 0.3'%0131•NAILS O\'10EN FJ'� RAFTER OR ROOF TRUSS TO TOP PLATE 10d COMMON(3-X 0140'1 TOENAIL BOTTOM PLATE TO JO IST,RIM JOIST,BAND 16d COMMON(310XCA P) 1F G,C FACE NAIL 43.14GA STAPLES,7/18'CROWN =S' }16d BOX(312X0.135-) JOIST OR BLOCKING(NOTAT BRACED WALL JOIST TO BANDJOISTORRIMJOIST 31gtl COMMON(312'X0.162) END NAIL r41 rI..84758 f. 0.10d BOX(3'%0128'1 PARAS) 166 BO%(31R'X 0.13FI 1T D.C.FACE NAIL ­?dBO W X 0A28') ' 43"%0.131'NNLS 9'x0.131-NAILS 43'%0.131-NAILB 1 8•-94. ^ 43'14GA STARES,7116'CROWN 3-14GA STAPLES,7/16-GROWN 4 3'14GA STAPLES,7hF CROWN 'Y ROOFRAFTERSTDRIOGEVALLEYORHIP 2-t Bd COMMCN(3U-X0.162') END NAILF cDHtUP � RAFTER S,ORROOFRAFTERTOT RIDGE }10d BOX(T%0.128') JNOMM OIST OR BITE To ATT,RIM JOIST, WALBAWD }16d BOX MDN(310R13X6;1021 16'OC.FACENAIL BRIDGING SS OR BLOCKING TOJOIST,RAFTER 2�d OMMBOX O%(0.128'10'131') EACH END,TOENAIL ////3y/pJNli,1{11C'\\\ BEAM }3'X 0.131'NAILS % }]•14GA STARES.THIN CROWN PANELS 46 X 0.131'NAILS 2-3"X 0.131'NAILS 4 614-STAPLES,7/18'GROWN 2-3'14GA STAPLES,7116 GROWN ' os2sx03a 310d COMMON(3'%0.148'1 TOENAIL 316d BOX 1312X0136) STUD TO TOP OR BOTTOM RATE 0.8d COMMON C21 X0.131') TOENAIL item baa been elecwmrslM aisolaa 0.10d BOX(3-%0.1: 410d BOX1?'%0.126) a�ntl sealed by HnBy Jeffreys.Florida x 0.131-NAILS 4-6XO.t31'NAILS 8tl@tY ALONG tens number 02758 on the date anNn ­14GAST­T/1fi`CROWN 4T 14GA STAPLES.7116'CROWN INTERMEDIATE lime 41amp using a di90al signaNre. FRAMING PnnteO cope almis document are not 2.16d COMMON(31R'X 0.182) END NAIL MEMBERS,TYP cansldered algned and-d an I the 1-BOX[3'XV128-) signature must be veldiad m any }6%0.131'NAILS elecaarcc copes. 3-61411 STAPLES,7116'CROW N TOP PLATES.LAPS AT CORNERS AND2-16d COMMON(3112'X0.162) FACE NAL 3. ROOF DIAPHRAGM DETAIL INTERSECTIONS }1 Bd BOX IT x0.126) 33'X IIA31'NAILS ­14GA STAPLES,7116'CROWN 1'BRACETDEACHSTUDANDPLATE 2-Bd COMMON(212'%0.131') FACE NNL 2-1W BOX(9'%(L128-) 2-3'X 0.131'NAILS 2-3'14GA STAPLES,7116 GROW N 1'XFSHEATHINGTOEALHBEARING 2-ed COMMON(212'x0.131') FACE NAIL Atlantic Beach 2- BOX(3'X0.126) 1'X0'ANEACH Md COMMON(21 FACE NAIL BEARING 310d BOX(3'%0.126) I EARANCHOR11111H BTWN Atlantic BEER; Country U 15 IBC FASTENING SCHEDULE o BHEMWAO ENO POSTS,Han %U 0.15T'POWDER ACTUATED Phase 1 Sfi.2 12"=1'-0" FASTENERS @ 16 O.C.MAX ANCHOR BOLT SEE HOLO DOWN SCHD 1600 Selva Marina Drive CONNECTION NAILING TOP PLATE HEADER SCHEDULE Atlantic Beach,FL 32233 1015770 SILL OR GIRDER.TOENAIL 3-Bd SIMPSON HOLD DOWNS REVISION BRIDGING TO JOIST,TOENAIL EACH END 2-Bd LEVEL OPENING SIZE HEADER %OFKING #DFJACK BEE HOLD GOWN SCHED WALL STUD N0. DATE DESCRIPTION SIZE STUDS STUDS : 1 12.0222 BD PTUCING PLATE TO J DIST OR BLOCKING,FACE-NAIL t60Q16.OC. LESS TITAN<'-6 HOLD DOWN WOOD II SH EARWAILSHEATHING, 2 62.11133 DD PRICING [3)286 f FASTENERS II SEE SHEARWALLSCHEp PLYWOOD PECKING - 3 033023 190%CD (SEE PLAN) TOP PLATE TO STUD.ENO NAIL 2-16d GROUND 4''0'-6-M (3)2x10 ;2; 2 SHEAR WALL STUDS, PND SHEAR WALL LAYOUT }2}23 PERMIT SETCONT.BLOCKING, TD ROOF SEE SHEAR WALL HOLODOWN AT ROOFCOORD WITH ARCH FOR ANY 4-84.TOENAIL OR 6'0'-0'-IT PARALLAM 2 CHEDREQUIRED OPENINGS STUD TO PLATE 2-16Q END NARGREATER THAN B'-6 SEE PLAN BEE PLAIV DOUBLE STUDS,FACE-NAIL t 80 @ 24'0, DIST BRGEL 1 DOUBLED TOP PLATES,FACE-NAIL 160 @1fi'O.C. PLYWOOD.NIL WI SHEARWALLSTUDS, { 16d SEE SHEAR WALL SCHEDI• TOP PLATE,LAPS AND INTERSECTONS.FACE-NAL 2-16a DOUBLETOPPLATE II SHEAR WALL BREATHING. NAILB@6'EA SIDE. SEE SHEAR WALL SCHED 11 LAP PLATE34'-6 MIN STAGGERED HOLD IONVI WOOD AND SHEAR WA11 LAYOUT SHIM AS RECD FOR IS)16tl EA SIDE FASTENERS FULL BEARING 18tl@18'O.C. WALL STUD CONTINUOUS HEADER,TWO PIECES ALONG EACH EDGE HEADER SECTION WALL SHEATHING HURRICANE CLIP- it SHEAR ANCHORS PLACED BTWN SIMPSON H2.SA FA CEILING JOISTS TO PLATE,TOENAIL 3-gd SHEAR WItLL END POSTS,HILM- SIDE[2PERJOIST) 2a BLOCHING TO MATCH BIMPSDN HOLD DOWNS 11 %U 0.t57'POWOER ACTUATED r-HEADER II FASTENERS@i6'O.C.MAX CONTINUOUS HEADER TO SNDS,TOENAIL 4-fie 2%JACK LOAD BEARING WALL SEE NO LD DOWN SCHED 2r STUD WALK DOUBLE 2,TOP PLATE.CONT. STUDS,SEE AND SHEAR WALL SCHED II CEILING JOISTS,LAPS OVER PARTITIONS,FACE-NAIL 3-16tl SCIIEp CONCR qN BASE 2x SILL PLATE KING 111@1 JACK STUDS VERT, ANCHOR, CEILING JOISTS TO PARALLEL RAFTERS.FACE NAIL 3-16d KING TO JACK STUDS SEE HOLD DOWN BCHO RAFTER TO PLATE TOENAIL 3-Bd f -CONCRETE FOUNDATION PRESSURE TREATED SLLL J BUILT-UP CORNER STUDS tstl @ 24'O.G PLATE AT FOUNDATION ELEVATION LQ" r 1 JOIST BEARING SECTION-HIGH END 10 TYPICAL NAILING SCHEDULE 6 7ypICAL LOAD BEARING WALL HEADER SECTION AND SCHEDULE 2 SHEAR WALL HOLD DOWN DETAILS w lk�s.z 3/4'=1'-0" s6.2 314.=1•_p" ss. :314"=1,_p" B6. 314•-1'-D" 0 Z C LL PLYWOOD DECKING ATTACKSHEATHING TO-1��--- -- f (SEE PLNJI 6'-IP IN LAP WALL STl1DBIBLOCKING III CONT.BLOCKING, 2 ROWS OF 16d GUN NAILS AS INDICATED ON W COORC WITH ARCH FOR ANY SHEAR WALL SCHED I III ill T AT 4'O.C.STAGGERED I I I T REQUIRED OPENINGS r 1 III I 1 SHEAR WALL SCHEDULE Irl l - III 2n STUDS,SEE SCHEDULE ERG ALLOWABLE PROVIDE CONT- III III W B EL MART( LEVEL BREATHING ATTACHMENT BH O (2EE BLOCKING AT PANEL III III Q ¢ N EDGES,TIP III III TE ONE BIDEI.G'APARATED Sd NNL@4'ATPANEL 5]25LBhT --= ---- III V SHIM AS REp'D FOR BW1 ALL PLYWOOD BREATHING EDGE aVO 1T AT FULL BEARING (BLOCKED) INTER MEDIATE SUPPORTS SHEAR WALL I I 1 O SHEATHING,SEE I ii I WALLSHEATHING HURRICANE CIJP- NOTES: SHEAR WALL SCHED I I ♦�I1 BIMPSDN H2.5AEA 1. SEE 110.56.22 FOR MORE INFORMATION. III I I ry 1I1EI2 PE111IST7 2. EXTERIOR WAIL SYSTEM SHEATHING MUST MEET OR EXCEED ALLOWABLE SHEAR VALUES PROVIDE(2)971105 III I I m DOUBLE 2.TOPPLAIE,CONT PROVIpED. AT PANEL JOINTS,TIPTE 1 11 - g 2.STUD WALL NOTE: 7)2s WALL STOW ARE NOT OCKING TMIDEP PLAN NMINI 2)PROVIDE CONT.BLOCKING AT MIDSPAN MINIMUM 13 JOIST BEARING SECTION-LOW END 9 SHEAR WALL SCHEDULE 5 TYPICAL TOP PLATE SPLICE 1 TYPICAL SHEAR WALL PANEL LAYOUT O S 6 Z 2 ss. 314"=1'-D" ss.2 314"=1'-0'• 6. .314"=1'-0" Ss. 314"=1'-0' -- DRAWNSCALE: DRAWN BY:HD R PROJECT NO.:2022-352. c 11GIo9;oQ DCDRAIT CCT SHEPPHIRD SIMPSONPSCL(PANELSHEATHING ASSOCIATES CLIPS) FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE GREATERTHAWHEN SPAN IS ARCHITECTS+ENGINEERS N16- FASTEN BOTH DECKING AND 26560 AROAD,SUITE 106 PLYWOOD TO PURLINS Wl16tlC. 2x DECKING Wl PLYWOOD CALABASAS,$AS,C CA 91302 4'O.L. ff//���� DIAPHRAGM CONNECTION FASTENING LOCATION CONNECTION FASTENING LOCATION CONNECTION FASTENING LOCATION nC {I (STAGGER DECKING BPLYW000 j310.670.91M .6 N9@6h¢Ree.om 6 (S SHOWN) ROOF WALL FLOOR Imwrt nada BLOCNINGBTWNJOISTS,RAFTEREOR }Bd COMMON(21/TX0.131•) EACH END,TOE NAIL STUD TO STUD INOT BRACED AT WALL 16d COMM ON(3112'X 0.152') 24.O.C.FACE NAIL JOIST TO SILL,TOP PLATE.OR GIRDER }Btl COMMON(21/ CA31') TOENAIL ROOF PURLIN rx .n.ual�x TRUSSES TOTDP PLATEIFRAMING BELOW 3-led BOX(3-X D128') PANELS) S1 Od BOX 13XD.12E) }3'XD.131-NAILS 100 BO%3'%0.128' 1EO.CFACENAIL }9'14GAS'NAILS PLE S3'14GA STAPLES.711E CROWN { ) ST'14G0.STAPLES.TIf 6- CROWN 1 X DA 31^NAILS BLOCKING BTWN RAFTERS OR TRUSS NOT 2-6d COMMON(21/1X0.131-) EACH END,TOENAIL }3-14GA STAPLES.7116-CROWN RIM-ST, AND JOIST,ORBLOCKINGTO Ed COMMON 121/2'%0.131-) 6'O.C..TOENAIL =4` ATTHEWALTOPFLATE,TORAFTEROR 223' ,SELL OR OTHER FRAMING BELOW 10d BOX I3'X 0.120') TRUSS 23'14GA STAPLES STUD TO STUD AND ABUTTING STUDS AT tOtl COMM ON 13111 X 0.162'j 1E O.C.FACE NAIL 3^)(0.131-NAILS INTERSECTING WALL C00.rvER3(AT BRACED 3'14GA STAPLES,]!16'CROWN SHEAR ALPANELS) S41 COMMON(3 12'X0.162') END NAIL 160 BOX(312'XO.t35') 12'O.C.FACE NAIL V X 6"SUBFLOOR OR LESS TO EACH JOIST 24d COMMON(21/TXO.t31•) FACENAIL 33'X 0.131'N0.1L5 33'14GA STAPLES 10'BO%(3'%0.121-) 1T O.C.FACE NAIL 2-104 BOX(3'X 0.126'1 3%114GASAPL T SUBFLOOR TO JOIST DR GIRDER 2-1 Ed COMMON IS 12"X0.162') FACE.- 4•n ••,• I T R U C T U R A L FLAT BLOCKING TO TRU55 AND WEB FILLER 11itl COMMON(3 t2'%O.1fiY)®6'O.C. FACE NAIL S3't4GAS AILS ,711E CROWN 3'X 0.131-NAILS Q E O.C. 3'14GA STAPLES @ 6-O.0 BUILT-UP HEADER II TO 2'HEADER) 16d COMMON 1312-X0.162•) 11"O.L.EA EDGE.FACENAIL 2 PLANKS(PLAIVK S BEAM-FLOORS ROOF) 2-i6tl COMMON IS EACH BEARING,FACE NAIL CEILING JOISTS TO TOP PLATE ILE COMMON(2111X4131-) EACH JOIST,TOENAIL _ S10d BDX(E D.121j 16tl B0%(312'%0.135') t2'O.C.EA EDGE,FACE NAIL BUILT-UP GIRDERS AND BEPM5.2'LUMBER 206 COMMON(4'X0.191) ANDBD FACE STAGGE TOP E 33'X 0.131'NAILS LAYERS AND BOTTOM,STAGGERED DN f4GASTAPLES,7116-CROWN CONTINUOUSHEADERTOSTUD 40tl COMMON I21/TXC191') TOENAIL OPPOSITE SIDES NOTE' CEI LING JOISTNOT ATTACHEDTO PARALEL }1fitl LOMMON(3112'X0.162-) FACENAIL 4100 BOX 13'%0.120•) 100 BOXI3'X0126•) 24'O.C.FACE NAIL AT TOP 1.NAILS SHALL BE SMOOTH SHANK GAVArv2ED RAFTER,LAPS OVER PARTITIONS(NO 410d E.13'X E.12E') 3"X0.131^NAILS AND BOTTOM,STAGGERED ON CARBON STEEL COMMON WIRE NAILS. Holly THRUST)(SEE ISC 23D 33.1) 4-3'X0.131^NAILS TOP PLATE TO TOP PLATE 166 COMMON IS 112- 15'O.C.FACE NAIL 3S'14GA STAPLES,7116"CROWN OPPOSITE SIDES Digitally signed 43-14GA STAPLES,THS'CROWN 4 ROOF DIAPHRAGM DETAIL b Holl Jeffreys 10d BO%(3^X0.12B') tY O.C.FACE NAIL AND: ENDS AND AT EACH y y y CEILING JOIST ATTACHEDTOIBCPARALLEL23-S. PER OC TABLE 2306.7.3.1 FACE NAIL 3-X14GA NAILS PL 1I.d COMMON(4'%0.19Z') SPLICE,FACE NAIL 5fi.2 ala•=t'-D• Date:2023.05.22 RAFTER[HEEL JOINT)(SEE IBC 2301.]3.1) }3'14GA STAPLES,711E CROWN 3104 803(3'X 0.120') }3•x0.131^NAILS Jeffreys 76:57:02-04'00' COLLARTIETDRAFTER S-9d COMMON(3'%0.148') FACENAIL TOP RATE TO TOP PLATE,AT END JOINTS 0-160 COMMON 1310 X 0.1 ST) EA SIDE OF END JO INT,FACE }3'14GA STAPLES,7116'CROWN 410d BOX 113"X0121-) 12-10 ROX(3'%0.128-) NAIL(MIN24'LAPSPLICE LEDGER STRIP SUPPORTING JOISTS OR 3-Ed COMMON 13111X0.161) EACH JOIST OR RAFTER, 11111111//JJ NAILS 12-3'%D.t31'NAILS LENGTH EA SIDE OF ENO RAFTERS 41 Dd SO%(3•X0.121-) FACENAIL X11-[JEFpR J//� 43'14Gq STAPLES,]I16'GROWN 12-3'14GA STAPLES. CROWN DINT) 43'%D.131'NAILS `N��Ox'yYGENSF�AS�� RAFTER OR ROOF TRUSS TO TOP PLATE S10d LOM VON(3'%0.148') TOENAIL BOTTOM PLATETO JOIST.RIM JOIST.BAND 16d COMMON I3 IQ-X LA62•) 1 O.C.FACENAIL 4-3'l4GA STAPLES,7l16-CROWN ' }t Bd 00x IS-X 0.135') JOIST OR BLOCKING(NOT AT BRACED WALL JDIST TO BAND JOIST OR RIM JOIST Sf fid COMMON(311T X D.162') END NAD. 'xJ! No' 71 1- 410tl BO%13'%0.120') PANELS) 1Ed BOX(312'x0.1]5•) 1T O.C.FACE NAIL 4-10tl Box Cr 0.12 E') 1 X0.131-NAILS rXL131'NAILS 4-3'%-.131'NAILS I'- 'LI 43'14GA STAPLES,7115'CROWN T 14GA STAPLES,7116'CROWN 4.3.14GA STAPLES,7116'CROWN W ROOF RAFTERS TO RIDGE VALLEY OR H IP 2-1W COMMON 1312%0.162') END NAIL =ORIOh 2` BAFTERS:OR ROOF METER T02'RIDGE St-X00313-%0130•) BOTTOM PLATE KING ATBRNCE WALLAND 2-164COX(31 (3121%0.162') 1G D.C.FACE NAIL BRIDGING OR BLOCI(ING TO JOIST,RAFTER 2-Btl..X(,(211T X0.191') EACH ENO,TOENAIL ��83I,I ALE %N BEAM }3'X0.131'NAILS JOIST OR BLOCKING AT GRACED WALL }16WBOX-NALS.135') ORTRU55 2-10tle0X('NAILS a^) }3'14GA STAPLES,7116^CROWN PANELS 4-3'311.131'AWLS 2-3'%0.131'NAILS 2n DECKING W/PLYWOOD 000 /71(111111111 43'14G0.5TAPLE5,711ECROWN 2-9'14GA STAPLES,1116"CROWN SHEATHING SIMPSON LSSR4102RAFFR OS,a>2X2e HANGER.INSTALL PER MFR }t Ed SO V2'X%0.140•) TOENAIL REQUIREMENTS. }1fid BOX(3112'%0.135'1 STUD TO TOP OR BOTTOM PLATE 4Bd COMMON(2 IIT .131') TOENAIL This hem bas beH.Ey Nn .Flsignetl 4-t OX BO%I3'X 0.120') -130 X(-NAIL 128') and ealeX OY2758JeOM.d.adda 4]'X0.A NAILS 43'X4.131'NAILS icensesnum4et 02758 on Ne tlae antllor '14GA STAPLES,7116'CROWN 4-3'14Gq STALES,711E CROWN 4me stamp using a XigOa signaWre. Mtl copies aws exumenl are not 2-16J COMMON131/T%D.1fi2') END NAIL , �msitleled signed end sealeX anX Na S %(3 10d BD '%0.121') c tignature must be velRed m any _X01 -3'X 0.131'AILS electrmic copes. 33'14GA STAPLES,7116'CROWN TOPPLATES,LAPEATCORNEASAND 2-16d COMMON(312'%0.182') FACENAIL RIDGEBEAM,SEEPLAN - INTERSECTIONS }10d BOX(3'3-.128'1 \ S4x BEAM,SEE PLAI4 3'X 0.131'NAILS I 3-3'14GA STAPLES,7116'CROWN 1"BRACE TO EACH STUD AND PLATE M COMMON1211YXLA -) FACENAIL r 2-1Od BOX(3•X 0.126^) I 21 X0.131'NAILS 24'14GA STAPLES,7116-CROWN Adantic Beach 1'X E SHEATHING TO EACH BEARING 2-8d COMMON(21JTXD.131') FACENAIL 2-103 BOX(1 X-.128') V X VIAND WIDER SHEATHING TO EACH 383 LOMMON(311TX0.131-) FACENAIL BEARING S10d BOX(Y X D.12') Atlantic Beach Country Club .'19\FLORIDA BUILDING CODE FASTENING SCHEDULE 1 1 SECTION AT GOLF BAG DROP RIDGE - I1a50 �56.2�12-V-13" 1600 Selva Marina Drive Atlantic Beach,FL 32233 LL CDL REVISION 2n DECKING WI PLYWOOD SHEATHING,SEE PLAN I 2X DECKING WI PLYWOOD NO. DATE DESCRIPTION SHEATHING,SEE PIAN 0}30.23 90%CD CL Y.EMAX 3 J 4 POSTUP 4x BEAM,SEEPL SEE ARCH ' OS23-23 PERMIT SET 1 SIMPSON LSSR410Z ' I�E I BASE PLATE AND ANCHOR BOLT SCHEDULE PAFTER HANGER.INETAL - l ; _ PER MFR REQUIREMENTS MAX SIMP ROOF.ICST CONNECTOR Q HIP ROOF.INSTALL PER MFR ' BASE PLATE ANCHOR BOLTS WELD REQUIREMENTS. 1 `EEE PLAN BASEPLATE MARK K77 On BEAM, A B C 0 E F NO W 'I FASTEN 4.BEAM TO H55 COL WI SIMPSON 1 I CC0045D5251NSTAL PER MFR BPi 314' 1T lT 412` 3/4• 9' 4C 1/1' • REOUIREMENTS. M( Ex 0 BEAM,SEE PL FASTEN fix BEAM TO STEEL COLUMN WI SIMPSON ' I HUCQ610.5OSWELDEDTONE-OL-STALPER 6.RIDGE BEAM,-i I SIMPSON LPLBZ POST W.INSTAL 911E MFRREOUIREMENTS. SEE PLANI PER 11-11UIREMENTS, IS COL,SEE PLAN.SLOPE THE TOP OF 11 HANGER THE COL W/SLOPE OF Bn BEMI ABOVE TO PLATE PROVIDE 311 STEEL CAP PL @ TOP OF WOOD POST UP,SEE PLAN 31321 t-2 COL INVERTED SIMPSON CCO66SDS2.5 COLUMN CAP. INSTALL PER MFR REQUIREMENTS. I y SII 8x LO BEAM,SEE PLAN 10 SECTION AT GOLF BAG DROP HIP ROOF /_6 %SECTION AT GOLF BAG DROP INTERIOR COLUMN fi. 314" !6 2 374"=1'-0' W -- - 0 I I S D I I w Z CLL D-J'. Be- 2,DECKING W/PLYWOOD N� �21 DECKING W/PLYWOOD SHEATHING LL SHEATHING,SEE PLAN CL 6x BEAM,SEE PIAN CL V- rc COL COL 0 H m 1 Fx BEAM Q CSHOWN p i FASTEN 4.BEAM TO 6n LD BEAM I FOR CLARITY..SEE SEE DETML 6.LO BEAM,SEE PIAN < O o TIE ON 50ER SID INSTAANE 9(0.36.29. 11 y TIE ON-HER 3IDE.INSTAL PER -* ^' THREPDED 0.NLHOft BOLT w MFR REQUIREMENTS. !N" TIGONC EL 9a GM Y I PROJECTION=GROUT♦BASE PLATE 0 THICKNESS ANCHOR BOLT DIA 1' BEB� MIN . 4n BEPM,SEE PLAN 1 £.!. ANCHOR ROD WITH 2 STO FLAT Q I SHIN AS NEEDED TO PROVIDE BEARING FOR 4x BEAM ( FASTEN fix BEAM TO STEEL COLUMN WI l SHERS AND2HEAVY HE%NUTS, m FASTEN 6.TO HIS COL W!SIMPSON I SIMPSON HUCQ6t65DS WELDED TO HSS 6x LO BEAM,SEE PIAN CCOOSSDs2.5. HANGER I COL.INSTALL PER MFR REOVIREMENTS. I Q THE OP OFLUMN.S WPSLOPELOF6x HE TO PIATE_•5132 t-2 XSS COL,SEE PIAN .J THECD BEAM ABOVE.PROVIDE 318-STEEL 8 3116 CAP PL,$TOP OF COL i TACK I i I 0-S6.23 SCALE: 13 SECTION AT GOLF DAG DROP 4z BEAM 9 SECTION AT GOLF BAG DROP ROOF CORNER Sfi2 3�CTIONOAT GOLF BAG DROP END COLUMN 1 PICAL BASE PLATE AND ANCHOR BOLT TUBE( DRAWN BY:SM s6.z7' 314"=1'-0" s. 314=1'-0° PROJECT NO.:2622-357 c TIG/74NB4 DCDRAM CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS.CA 91302 d 310.670.9144 vAlls@shepae.com SHEAR STRUCTURAL 10111111=11111=111 Mown Holly Digitallysigned by Holly Jeffreys j[ Date:2023.05.22 3 J l 4 J J e 1 1 re�IS 16:56:41-04'00' Y Y ``o�yyllJEFpR��il� i 33 EN5 SAS G i u I o I �u I Nc.eP11i l_ -I s*ssf a F.P S9.Z "o43.i FD.D 53.2. 5" 4N�j 1 'li�FS3/ONAL E�OA�\\ �27Ylll111111O I_ ________ L_ r 1 ____ _ __F_1_. _______ Tnla dem naa Ween5y JI �lcalya19Nea li I I I ram:e` 8r55eo,,11.d.ea aa ao gaai9�t 9naNre.. L J L J L— L nsiaerea signed eM sealed and Ine �aynawre muss Be v.nfiea ..y electronic edyies. I I = I I I 1 rII w SLAB ON GRADE ` 1 SEE NOTE 5 1 4�yp 13 I v13 Ga. BeachAdandc r - - IAtlantic Beach CounW Club — J ! L —J Phase 1 I I ISttATION JOINT.TYP. ISEE n 1600 Selva Marina Drive I G I Atlantic Beach,FL 32233 +Sym¢, REVISION NO. DATE DESCRIPTION 12-02-22 BO PRICING RSG4A <e�0/^ 1P,, i S�AGv, 2 02-1D23 RI LNG 3 0-23 90%CO lT r r r 0 23 PERMIT SET Lit= Z Q J d Z O H a 1 VOUTH PAVILION FOUNDATION PLAN Q Z) 1.SSEE 650.20 FOR STRUCTURAL GENERAL NOTES. O 2. SEE ARCH FOR AOUITIONALINFORMATION AND DIMENSIONS. LL 3. FV INDICATES COLUMN FOOTING.SEE 110-S320.TIFTG=-1-UNO,—ED ON TISLAB REFERENCE ELEVATION=(Y-0'. C. BPA INDICATES COLUMN BASE PLATE.SEE 710.5310. 5. PROVIDEISLPB ON GRADE REINFORCED WITH WWF Bxe INZ-9 ON VAPOR BARRIER AND 4-GRANULAR BASE. 8. C.J.INDICATES SLAB CONTROL JOINT.SEE bT-20 AND GENERAL NOTES FOR ADDITIONAL INFORMATION. O 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UT—AND PLUMBING LINES,SEE 911453.20. B. PROVIDE ISOLATION JDINTS AT STEEL COLUMNS,SEE—3.20 FOR ADDITIONAL INFORMATION. J 0 a D O ig 2-S1 . 1 SCALE:�s mdlwee DRAWN BY:HD c PROJECT NO.:2012-351 a" n lzp)Q77Q DFDAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J 310.670.9144 wills@shepae.wm SHEAR STRUCTURAL a�ixs� Holly Digitally5igned by Holly Jeffreys Dale:21111.05 22 I.'� 3 ( Jeffreys 16:56:20-04'DD' tY>• ' 124• 12'J' `r\i.`"y11JEEFFRF//S i z I I I � J"7 9�SLo�xlolP'02 iy��/3fONAL 61\\\\ e2 7fff11111111 Tela nem hae been 11—ically aynatl antl—Ibd by Ray]anran.Fiona PSL 5.25a1B'1O PSL 5.25rc18'LO PSLS-18'LO tensa number 62]59 bn Me Uale eMlor Mamyusinga tlignal vgnaNre. Pnnretl copies o(Nis tlocumenl are nd ransltleretl aignetlA s1- and Ne signaLue must be verifetl m any IaIe<Imnl 0 0 Z.� Adantic Beach niCountry CI,b- Mink Beach Country Club Phase t IEo o 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO, DATE DESCRIPTION 1102-22 SDPRIC.. 2 1023 OO PRICING yRy' 3 3 0330.23 96Y.L0 OS23�23 PERMIT SET PSL S25at9'LO PSLE.2-8— PSL 5.25a16'LO C I I I I Z Q J n Q Z 75 1 YOUTH PAVILION ROOF FRAMING PLAN IL ILL 11.. SEE-G.2 FOR STRUCTURAL GENERAL NOTES. O 2. SEE ARCH FOR AOORIONA-INFORMATION AND DIMENSIONS. O 3. DECK BEARING ELEVATION VARIES RELATIVE TO FIRST FLOOR REFERENCE ELEVATION.SEE TRUSS PROFILES. a Y W INDICATES DIRECTIONAL SPAN OF—FLATWISE RDOF DECKING,WITH M6•PLYWOOD CNTOP.2x DECKING AND PLTO BE FASTENED ONLY AT PURLIN LOCATIONS.SEE U0.5S20 5. 'INDICATES SEAM OR COLUMN TO BE PSL PLUS. Z 6. Tx INDICATES HEAW TIMBER TRUSS.SEE 0.621 FOR TRUSS PROFILES. O I J a a a O 2-S1 .2 SCALE as nd�alm DRAWN BY:HD PROJECINO.:2022-352 nr1']9i0Q DCDAAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS*ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 9 310.670.9144 Ynll,s@shePae.6ma SHEAR $ s ISTRUCTURAL r!1101i OM 36'-1 11B' I)�1!MMf rq I RRAN�Mi 56. Holly Digitally signed 6.. by Holly Jeffreys Date:2023.05.22 —(JL, Jeffreys,6:55:56-04'00' O..EN Fy 2x6@2'-0'O.C. 1 *' 5 f. //�g�D I II mla aem naa L Y oOYJeMYs,FlWeen1e ly •IBaee———__— __�3L 12 ———— ——————————— — —� cei�seenaumeher oeOa Z nse an me eece analor IiPnntetl copPes of Ves OlvcumseMnerelnol onsltleree si9netl an0 sealetl and Ne 14 a si9nalorelecboncecapfi�e m any A 56.2 e 2 I •�3�STORAGE SHED ROOF FRAMING PLAN —� 2. 174•=i,-0„ 1 NOTES. 1. SEE 650.20 FOR STRUCTURAL GENERAL NOTES. 2 SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS. Adandc Beach 3. DECK BEARWG ELEVATIONVARIES RELATIVE TO FIRST FLOOR REFERENCE ELEVATION=SEE ARCH. 4. "—•INDICATES DIRECTIONAL SPAN OF 515'PLV W OOD ROOF SHEATHING,SEE&656.22. 5. FOR READERS NOT SHOWN ON PLAN,SEE 61b56.22. Atlantic Beach Country Club Phase 1 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 12w22 SDPRICING Z1023 DO PRICING 3 033623—D O4 052323 PERMITSET 36'-1 111 I 1 I 53.2 M1�y, I p pQ _ F--- -----ei --——————Hot 3W1 HD1 " 1 -- " 41 Y H l \JOaPp� — -- I 3 l '53.2 LL I 5 I 0 I O�/ SLAB ON GRADE l 1�..1�.4 l SEE NDTE 3 l W " " I 'z ZO — N N z -- = SW1_ HO1 " �•yy Jp ry'P,O 4 I 6 .53.ZY I O ZC ILL Cl C ww 1 STRAGE SHED FOUNDATION PLAN =LL- 114?1 =1'-0'• rvorEs. 1. SEE 0-50.20 FOR STRUCTURAL GENERAL NOTES. W 2. SEE ARCH FOR AODITIONAL INFORMATION AND DIMENSIONS. 3. PROVIDE 4'SLAB ON GRADE REINFORCED WITH WWF 645 W29xW29 ON VAPOR BARRIER AND 4'GRANULAR BASE. . C.J.INDICATES SLAB CONTROL JOINT_SEE 2165321 AND GENERAL NOTES FOR ADDITIONAL INFORMATION_ Q 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY ANO PLUMBING LINES.SEE 31659.21. N 6. LZ=INDICATES LOAD BEARING STUD WALL.STUDS TO BE 2a6@1IF O.C. LL 7. SWX INDICATES WOOD SHEAR WALL.SEE 1!056.22 ANO W-56.22. O B. HDX INDICATES HOLO DOWN,SEE 2163322 AND 410-5622_ /� VJ G �d 2-S2. 1 SCALE:Asin6Wm DRAWN BY:HD PROJECT NO.:2622-352 (1 C:172J IrJ•J DEMAIT CCT SHEPPHIRD ASSOCIATES ARCHITECTS t ENGINEERS 25560 AGOURA ROAD.SUITE 106 CALABASAS.CA 91302 b 310.670.9144 wIILs@shepae.mm BDA BOB BDC Ta 5 t SHEAR STRUCTURAL TYP 3i t3 TYP TYP IYI�� 9 TYP. 56. 5 IIIIMINI 56.2 M— 46 42'E•D.C, 6x,2'LO BE 6x12.10 BEAM } BD1 — — — LJ OI I" by Holly signed � fiy fl r by Holly Jeffreys w �(' Date:2023.05.22 _3 0 JellreyS16:55:38-04'00' w fixt2RIDGE BEAM I - �_ �O:y1OENgg Fy�ii 6.6 POST UP firfi POST UP_ WOOD POST WOOD POST •,IDI Na+i2]fid 9 R11•• 31ATf JF BD2 — — — D 6x12' BEAM exLD BEAM //J7JOS2b20L2]\\\\ 4. 8 46-@2-9-C.x ' M las beenly—m llyori,G Troy 6 Te�ntl sealetl by Holly JeAteys,flaritle I 36.2 I Ocense�mP a n9 a6tligilal s 9naNre.Or PDnhN copes 0/Vlls Document are nM • OnsitlereD al9netl entl seeletl and 01e I °:kNSI be.eD6ee oe any �aaPm«la.. 1 2 S BAG DROP ROOF FRAMING PLAN Adandc Beach NOTES: ISEE O-50,20 FOR STRUCTURAL GENERAL NOTES. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS. 3. DECK BEARING ELEVATION VARIES RELATIVE TO FIRST FLOOR REFERENCE ELEVATION=O'-O'UNO.SEE ARCH FOR MORE INFORMNTION. FASTENING INFORMATION. 4. DICATESDIRECTIONALSPANOF2x6N0.1DECHWGWISIB'PLYWOODSHEATHING.SEE DETAIL 410.58.23FOR Atlantic Beach Countrs�Club L, 5. SEE t91LLSE23FORFLORIDA-11-ClNG CODE FAST 1-SCHEDULE FOR ALL CONNECTIONS,V.N.O. PhaSB1 6. •INDICATES BEAM TO BE NO.I SOUTHERN YELLOW PINE IF6=1000 PSD. 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 3 2331133 90Ye CO 4 OS-2323 PERMITEET pg qDB BDB C 3 0' ,r.6- uw- All" �F 5 �� F r(,¢ Al I �O4 33.2 1 G TYP 0' IF 2 4 --I-- r----- 4� 3.2 I'----.' �h D L4 — ISOLATION JT,SEE NOTE B. L ——J L——r J G SLAB 0GRADE LL I TBEENTE5 LL y O 06 DB 2-- - - s ----_ �- _ ��=��I - - ZQ O LZ4 --I- --�- L--�- Q +� s ++N a z r9, :t' r Q, ' Sh�- e O LL 1 BAG DROP FOUNDATION PLAN a m NOTES: 1. SEE-20 FOR STRUCTURAL GENERAL NOTES, 2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS AND LOCATION. 3. Fx INDICATES COLUMN FOOTING.SEE 1N53.22.TIFTG=-T-O'UND•BASED ON TISLr10 REFERENCE ELEVATION=O'-0•. e S BPx INDICATES STEEL COLUMN BASE PLATE.SEE ibS6.23. LA —,, 5. PROVIDE 4-SLAB ON GRADE REINFORCED WRH WWF 6x6 W2.BAW290N VAPOR BARRIER AND A'GRIWULAR BASE. 6. C.J.INDICATES SLAB CONTROL JOINT.SEE 410.5322 AND GENEML NOTES FOR ADDRIONAL INFORMATION. T. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF]31 UTILITY AND PLUMBING LINES.SEE 1910-53.22. m & PROVIDE ISOLATIDN JOINT AT COLUMN.SEE 161053.22. 2-S3. 1 SCALE:4:wi�I�a DRANN6'T:A6tha PROJECT NO.:2022-352 c f1G/rJQ101Q DCDAAIT CCT GENERAL NOTES GRAPHIC NOTES SHEPPHIRD ASSOCIATES 3 MECHANICS AND PRACTICES:SHOP AND FIELD WORK SHALL BE ARCHITECTS+ENGINEERS A.CONSTRUCTION DOCUMENTS 2 PERMITS:SECURE AND PAY FOR THE GENERAL BUILDING PERMIT AND ANY 9 SHORING AND BRACING:PROVIDE TEMPORARY BRACES,SHORES AND PERFORMED BY MECHANICS,CRAFTS PERSONS,ARTISANS,AND WORKERS B.DIMENSIONS NOTED CLEAR OR"CLR-MUST BE PRECISELY MAINTAINED, 26560 AGOURA ROAD,SUITE 106 1 WORK INCLUDED IN CONTRACT:ALL INCIDENTAL WORK OR MATERIALS, FOR THE PROJECT. STRUCTURE AND COMPONENTSADJACENT SOILS AND STRUCTURES310.670.9144 will.s@shep�ae.com ALL OTHER PERMITS,FEES,INSPECTIONS AND LICENSES REQUIRED GUYS REQUIRED 70 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 IN ACCORDANCE WITH THE BEST AND ACCEPTED PRACTICES OF THE b @sh epae.com PRACTICE OR BY ESTABLISHED BUILDING CODE REQUIREMENTS OR AS 3 DEPUTY INSPECTOR:ARRANGE AND PAY FOR THE SERVICES OF A DEPUTY UTILITIES AND RIGHTS-OF-WAY MAY BE SUBJECTED DURING VARIOUS TRADES INVOLVED AND IN ACCORDANCE WITH THE DRAWINGS, C.VERIFY DIMENSIONS MARKED"VIF"PRIOR TO START OF CONSTRUCTION. REQUIRED BY BUILDING DEPARTMENT FIELD INSPECTORS TO COMPLETE INSPECTOR AS REQUIRED BY THE GOVERNING AGENCIES. CONSTRUCTION. REVIEWED SHOP INVOLVED IN SPECIFICATIONS. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. THE WORK IN A SATISFACTORY MANNER AND WHICH THE ARCHITECT SHALL 10 FIELD MEASUREMENTS:OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR n ,,,__ 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 .n=„nsys•• s• 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 THIS CONTRACT AND THE SITE,AS RESPONSIBILITY. PROPER ALIGNMENT AND RELATIONSHIP TO 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 COMPLETION OF THE WORK AND THE PROJECT. 5 ARCHITECTS RIGHT OF REJECTION:THE ARCHITECT RESERVES THE RIGHT FURNISHED,OR LET UNDER SEPARATE CONTRACT BY THE OWNER. INSTRUCTIONS AS REQUIRED FOR THE INSTALLATION OF ALL WORK.ALL 0 f FI 3 INCONSISTENCIES IN DOCUMENTS: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 �, o BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT 2 SAFETY:INITIATE,MAINTAIN AND SUPERVISE ALL SAFETY PRECAUTIONS CONSIDEREDLV BE SUP UCH THE HIGHEST STANDARDS OF THE VARIOUS CONSTRUCTION MATERIAL TO WHICH THEY PERTAIN UNLESS NOTED 1 +� R. B'o 12 VERIFICATION OF MECHANICAL REQUIREMENTS:VERIFY THAT ALL AND PROGRAMS IN CONNECTION WITH THIS WORK. TRADES INVOLVED.SUCH INFERIOR MATERIAL OR WORK QUALITY SHALL OTHERWISE. I T NOT CLARIFIED BY ADDENDUM,THE BETTER QUALITY OR GREATER 3 SUPERVISION OF TRADES:PROVIDE SUPERVISION AND COORDINATION OF MECHANICAL ROOMS,SPACES FOR HOT WATER HEATERS,AND DUCTS, BE REPAIRED OR REPLACED,AS DIRECTED,AT NO ADDITIONAL COST TO V T� QUANTITY OF WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE ETC.,ARE ADEQUATE IN SIZE PRIOR TO FRAMING FOR THE EQUIPMENT TO THE OWNER. A�R )", ARCHITECTS INTERPRETATION. ALL TRADES,CRAFTS,AND SUBCONTRACTORS AS REQUIRED TO PROVIDE BE SELECTED. 4 DEFINITIONS OF TERMINOLOGY:CORRECT AND A CCURATE CONNECTION OF ABUTTING,ADJOINING,4 DIMENSIONS:IN THE EVENT OF THE OMISSION OF DIMENSIONS OR OVERLAPPING,AND RELATED WORK,AND PROVIDE ANY AND ALL ANCHORS, 13 RELOCATION OF WORK:NOTIFY THE ARCHITECT PRIOR TO PERFORMINGCONFLICTAMONG DIMENSIONS AS SHOWN,NOTIFY THE ARCHITECT AND FASTENERS,ACCESSORIES,APPURTENANCES,AND INCIDENTAL ITEMS AS THE WORK WHEN CONSTRUCTION CONDITIONS DICTATE THE RELOCATION E.PROTECTION&CLEANING A.ALIGN:ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 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, 5 ERRORS IN DOCUMENTS:IF ANY MATERIAL ERRORS,DISCREPANCIES OR IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 14 SUBMITTALS:REVIEW,APPROVE AND SUBMIT TO THE ARCHITECT SHOP DEBRIS,WASTE MATERIAL AND OTHER ITEMS NOT REQUIRED FOR THE S ITEM.ns BEEN B—TRR FP 1.1 E. CONSTRUCTION OF THIS WORK.MAINTAIN THE PROJECT AREA IN A NEAT B.APPROVED EQUAL:AS ACCEPTED IN WRITING BY THE ARCHITECT AS OMISSIONS APPEAR IN THE DRAWINGS,SPECIFICATIONS OR OTHER DRAWINGS,PRODUCT DATA,SAMPLES AND SIMILAR SUBMITTALS REQUIRED BEING OF EQUIVALENT QUALITY,UTILITY AND APPEARANCE. TTM 4 WORK THAT CANNOT BE EXECUTED PER DOCUMENTS:EACH AND ORDERLY CONDITION AT ALL TIMES.AT COMPLETION OF THE WORK, CONTRACT DOCUMENTS IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING, SUBCONTRACTOR IS CONSIDERED A SPECIALIST IN HIS RESPECTIVE FIELD BY THE CONTRACT DOCUMENTS WITH REASONABLE PROMPTNESS AND IN s'.'DATE OF SUCK ERROR OR OMISSION.FAILURE TO GIVE SUCH NOTICE BEFORE SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK OR IN THE THOROUGHLY CLEAN THE INTERIOR AND EXTERIOR OF THE BUILDING, ocu EninaElmno.cc nFsEnED slGrveo AND 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 SEAiEDE eDTHE SICNMAE Must BE VERIFIED CONSTRUCTION AND I OR FABRICATION OF THE WORK,CONTRACTOR WILL WORK,NOTIFY THE CONTRACTOR OF ANY WORK CALLED OUT IN THE ACTIVITIES T THE OWNER OR INSEPARATE CONTRACTORS.APPROVAL nalr L c E BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, AND SUBMITTAL 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 DISCREPANCIES FROM OR OMISSION AND THE COST OF RECTIFYING THE SAME. IM SHOWNORDESCRIBED OR CANNOT IF FULLY GUARANTEED. DOCUMENTS. Dlpkaera4�d1,, DETERMINED AND VERIFIED MATERIALS,FIELD MEASUREMENTS AND THE 2 DISPOSAL OF WASTE:DISPOSE OF WASTE,TRASH,AND DEBRIS IN A SAFE. Wlmanla tl^•PM•tl 6 DEVIATIONS FROM DOCUMENTS:NO DEVIATIONS ARE IT BE MADE FROM IMMEDIATELY NOTIFY THE ARCHITECT.IF WORK IS PERFORMED AS SHOWN ON-E-US THE CONSTRUCTION DOCUMENTS WITHOUT PRIOR WRITTEN OR DESCRIBED IT IS ASSUMED THERE IS NO 08JECTION TO THE WORK. FIELD CONSTRUCTION CRITERIA RELATED THERETO,OR WILL DO W AND ACCEPTABLE AND LEGAL MANNER,OFF THE OWNER'S PROPERTY.IN [a'ill.s®.MepaF.com, HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS D.DIRECTED:AS REQUESTED,AUTHORIZED,SELECTED,APPROVED, wniem R Bnepphvtl w311-pp. AUTHORIZATION FROM THE ARCHITECT. 5 SITE CONDITIONS:VERIFY CONDITIONS AT THE SITE AND NOTIFY THE SUCH SUBMITTALS WITH THE REQUIREMENTS OF THE WCRK AND OF THE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION. REQUIRED BY ARCHITECT. AawdarN uN='Mlliem q SRepptletl 7 DETAILS:DETAILS SHOWN ON DRAWINGS ARE TYPICAL.SIMILAR DETAILS ARCHITECTANY CONDITIONSTHAT WOULD PREVENT THE EXECUTION CONTRACT DOCUMENTS, 3 PROTECTION:MAIN-FAIN FINISHED SURFACES CLEAN,UNMARRED,AND DMx sOzs.os.za APPLY O SIMILAR CONDITIONS.CONTRACTOR SHALL VERIFY ALL OF THE WORKK AS SHOWN IN THEHE CONSTRUCTION DOCUMENTS, ANY 15 STORAGE OF MATERIALS:RETAIN ALL STORED ITEMS IN AN ORDERLY SUITABLY PROTECTED UNTIL ACCEPTED BY OWNER.IN EVENT OF DAMAGE, E.FURNISH:SUPPLY AND DELIVER TO THE PROJECT SITE. CONDITIONS.ANY CONDITIONS REQUIRING CONSTRUCTION DIFFERENT DISCREPANCIES THAT MAY EXIST BETWEEN THE SITE CONDITIONSNS AND FROM THAT SHOWN 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 AND PROVIDING THE REQUIRED PROTECTION OF MATERIALS. ARCHITECT AND AT NO ADDITIONAL COST TO OWNER. IMMEDIATELY. F.INDICATED:AS SHOWN,NOTED,AND/OR SCHEDULED ON THE 6 LINES AND LEVELS:BE RESPONSIBLE FOR THE ACCURACY OF THE : e JO PROVIDE PROTECTION FOR THE FINISHED DRAWINGS OR WRITTEN IN THE SPECIFICATIONS. E DOCUMENTS:MAINTAIN ONE COMPLETE SET OF CONSTRUCTION BUILDING LINES AND LEVELS.COMPARE CAREFULLY THE LINES AND 4 FINISHED FLOOR SURFACES DOCUCU MENTS 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 TO ALLOWING EQUIPMENT OR 9 RECORD DRAWINGS:MAINTAIN A CLEAN,UNDAMAGED SET OF BLUE OR LOCATIONS AND CONSTRUCTION OF THE WORK;AND SHALL CALL TO THE 1 MANUFACTURER'S INSTRUCTIONS:UNLESS OTHERWISE INDICATED OR MATERIALS TO BE MOVED OVER SUCH SURFACES. G.INSTALL:ANCHOR,FASTEN OR CONNECT IMO PLACE AND ADJUST FOR BLACK LINE WHITE-PRINTS OF CONTRACT DRAWINGS AND SHOP ARCHITECTS ATTENTION ANY DISCREPANCIES BEFORE PROCEEDING WITH SPECIFIED,ALL MANUFACTURED MATERIALS,PRODUCTS,PROCESSES, USE:PLACE OR APPLY IN PROPER POSITION AND LOCATION;ESTABLISH IN DRAWINGS.MARK-UP THESE DRAWINGS TO SHOW THE ACTUAL THE WORK,OTHERWISE,NO ALLOWANCE FOR DISCREPANCIES WILL BE EQUIPMENT,SYSTEMS,OR THE LIKE SHALL BE ERECTED,INSTALLED,OR PLACE FOR USE OR SERVICE. INSTALLATION.MARK WHICHEVER DRAWING IS THE MOST CAPABLE OF ALLOWED. APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, 1 SCALING DRAWINGS:DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SHOWING CONDITIONS ACCURATELY.GIVE PARTICULAR ATTENTION TO 7 PROTECTION OF ADJACENT PROPERTY:TAKE ALL NECESSARY MEASURES DIRECTIONS,SPECIFICATIONS OR RECOMMENDATIONS.IF ANY ITEM OF AND DESCRIPTIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATION CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND TO FULLY PROTECT ALL ADJACENT PROPERTIES. EQUIPMENT OR MATERIAL IS FOUND TO BE INSTALLED NOT IN ON DRAWINGS.VERIFY WITH ARCHITECT ANY CONFLICTING AREAS PRIOR H.PROVIDE:FURNISH AND INSTALL,COMPLETE AND READY FOR USE. RECORD AT A LATER DATE. TTING AND DEMOLITION:PROVIDE ALL REQUIRED PROTECTION PRIOR ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS,MAKE ALL TO COMMENCING ACTUAL WORK. 8 CU TO CUTTING,INCLUDING BUT NOT NECESSARILY LIMITED TO SHORING, CHANGES NECESSARY TO ACHIEVE SUCH COMPLIANCE. L SIMILAR:COMPARABLE CHARACTERISTICS FOR THE CONDITIONS B.REGULATORY REQUIREMENTS BRACING AND SUPPORT TO MAINTAIN STRUCTURAL INTEGRITY OF THE 2 SPECIALISTS:MATERIALS,EQUIPMENT,SYSTEMS,AND ASSEMBLIES 2 PRECEDENCE:LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL NOTED.VERIFY DIMENSIONS AND ORIENTATIONS ON PLANS AND 1 REQUIREMENTS:CONFORM TO AND ABIDE BY ALL LOCAL CITY,COUNTY, EXISTING WORK.CAREFULLY PROTECT ALL EXISTING FINISHES TO REMAIN REQUIRING KNOWLEDGE AND SKILL FOR THE APPLICATION OR SCALE DRAWINGS.DETAILS TAKE PRECEDENCE OVER ALL.NOTIFY ELEVATIONS. AND STATE BUILDING AND SANITARY LAWS,RULES AND REGULATIONS AND SUCH AS WALLCOVERING,CARPET,SUSPENDED CEILING AND DOORS. INSTALLATION OF SUCH MATERIALS,EQUIPMENT,SYSTEMS,OR ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE INDUSTRIAL SAFETY LAWS.IF THE DRAWINGS AND/OR SPECIFICATIONS PERFORM ALL CUTTING AND DEMOLITION BY METHODS WHICH WILL ASSEMBLIES SHALL BE APPLIED I 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 1 3 DIMENSIONING CONVENTIONS: 5 ABBREVIATIONS:ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN 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 SHALL BEAR ALL COSTS ARISING THEREFROM. INSTALLATION COMPLYING WITH THE SPECIFIED TOLERANCES AND EXPERIENCE IN THE TYPE OF WORK INDICATED AND SPECIFIED. COMMON USE.CLARIFY WITH THE ARCHITECT THE INTENT OF ANY _ FINISHES. A.ALL DIMENSIONS ARE GIVEN FROM GRID LINE,FACE OF STUD,FACE OF ABBREVIATION IN QUESTION. CONCRETE,FACE OF CMU,U.N.O. Adandc Beach ABBREVIATIONS SYMBOLS Atlantic Beach Country Club Phase 1 MAROUND ALLAROLINE CG CORNER GUARD (E) EXISTING GT GROUT MS MACHINESCREW WPAVING SVC SERVICE Construction Documents AN AUDIOVISUAL CH BD CHAIKB_ E EAST GRID GYPSUM WALLBOARD MSB. MILD STEEL BARRIER GRILLE PVC POLYVINYL-CHLORIDE SYM SYMMETRICAL DETAIL NUMBER D6.01 NEW WORK KEYNOTE 1600SelvaMarinaDrive AS ANCHOR.OLT CRAM CHAMFER EA EACH MSG MMI UFACTURER'SSTANDARD Atlantic Beach,FL 32233 ARC ABOVE CEILING CHAN CHANNEL EAF EACH FACE HB HOSE BIBS GRADE QT ODARRYTLE T&B TOP AND BOTTOM ABV ABOVE CHNO PL CHECKEW REU PLATE EA EACH WAY HE HASOBOARO ETALTHRES.M. OTY CUANTRIY T&G TOUNGE AND GROOVE SHEET NUMBER AC ASPHALTIC CONCRETE CAST IRON EFEXHAUST FAN HC HOLOWCORELHANDICAP MTFLR METAL FLOORING T(24) 7ITLE(1.26)OFTHECCR ���� MATCHLINE REVISION ACCES ACC S CIP CAST IN PLACE EJ —so.JOIM HD HFAW-DUTY MTG MOUrvTING R RADIUSIFUSER TB TOWEL BAR O. MTL METAL RA RETURN AIR TEL TELEPHONE Na DATE DSCR EI.TION ACC DR ACCESS 0008 CIS CIRCLE EL ELEVATION HDR HEADER 4'�INTERIOR ELEVATION AC FL ACCESS FLOOR CTRL CIRCUMFERENCE EIEC ELECTRICIELECTRICAL HOWp HARD ODD MULL MULLION RAG RENSN AIRGRILIE TEMP TEMPERED -2 ACCP ACCESS PANEL W CONSTRUCTION JOIM ELEV ELEVATOR HDWR HAPDWARE MULTI MULTIPLE RB RUBBER BASE TER TERAZZO NUMBER WORK POINT I CONTROL 2-10.YJ 00 PRICING AC ES ACCESSORIES CL CENTERLINE EMER EMERGENCY HK HOOK MUNI MUNICIPAL RCP REINFORCED CONCRETE PIPE THERM THERMAL. 3 A2.L1 3 33623 9ERCD AEUS ACOUSTICAL CLF CHAIN LINK FENCE EMER EMERGENCY HM HOLLOW METAL RD ROCOF ESSEON THK THICK SHEET NUMBER POINT/DATUM MARK 4 sziz3 PERMIT SET ACOUS ALOUSTIGALINSULATION CLG CEILING ENOL ENCLOSURE HORIZ HORIZONTAL TNI NEW REG RECEPTAC THR THRESHOLD AD CLKG CAULKING ENT ENTRANCE HP HOEEFA K N NORTH RECEP RECEPTACLE TJ TOOLEOJRC �/ll/ DEMO WALL AD AREADRAINISTRA CLL CON TRACT LIMIT LINE EP ELECTIRCAL PPNELBOARD NR HOSE RACKIHOUR AT NATURAL REF REFERENCE TOC TACKFCON - AOSEG ADMINISTRATION SEGREGATION CLQ CLOSET EO EQUAL HT HEIGHT NIC NOT IN CONTRACT REEL REFLECTED TOC TOP OF CONGRETEI CURB ELEVATION NUMBER ADO ADDENDUMIADDENDA CUR CLEAR EOUtP EQUIPMENT ATG HEATING NO NUMBER REAR REFRIGERATOR TOP TOP OF PAVING ADDN AODITIONIADDIT10NAL CLS CLOSURE ES EXPANSION SHIELD HVAC HEATING,VENTILATION,AIR NOM NOMINAL REIN REINFORCED/REINFORCING TOS TOP OF STEEL SHEET NUMBER EXISTING WALL ADH ADHESIVE CMT CERAMIC MOSUCTILE ESC ESCAPE CONDRIONING NONCOM NON-COMBUSTIBLE REIN CONC REINFORCED CONCRETE TOW TOP OF WALL ADJ ADJACENT CMU CONCRETE MASONRY UNIT EST ESTIMATE HW HOTWATER NR NOISE REDUCTION REM REMOVE TPH TOILETPAPERHOLDER ADJT ADUETABLE CNTR COUNTER EWC ELECTRICWATER-.1-ER NRC NOISE REDUCTION COEFFICIENT REDO REWIRED TR TRANSOM ADMIN ADMINISTRATOR/ CO CLEAN-0lR EWH ELECTRIC WATER HEATER IO INSIDE DIAMETER NSG NON_U.RIJY.—S RESIL RESILIENT TROD TOOL RESISTPM BARRIER ADMINISTRATION COL COLUMN EXC EXCAVATE IE IN VENT ELEVATION HTS NOT TO SCALE SET RENRN GRILLE SECTION NUMBER NEW WALL AFF ABOVEFINISHEDFLOOR LOMB COMBINATION — EXHAUST IN IN REV REVISION TRD TREAD 4 AFS AUTOMATIC FIRE SPRINKLER COMM COMMUNICATIONS EXP EXPANSION INCL INCLUDED OA OVERALL REV REVERSE TS TUBESTEEL SHEET NUMBER AGS AGGREGATE CONC CONCRETE UP B EXPANSION BOLT INFO INFORMATION OC ON CENTER REVD REVISED TSCD TOILET SEAT COVER DISPENSER ALT ALTERNATE CONF CONFERENCE EXF EXPOSED IN UL INEDLATION 00 OUTSIDE DIAMETER RFH ROOF HATCH TV TELEVISION Q TAG �/� ALUM ALUMINUM CONN CONNECTICONNECTION EM EY7ERIOR INT IMERIOR OF OVERFLOW HFG ROOFING TTP TYPICAL VJ ANCA ANCHOR CONST CONSTRUCTION INTIM INTERMEDIATE UP. OWNERFURNISHED, PH RIGHTHAND O ANDD ANODIZED CONT CONTINUOUS NF) FUTURE INV INVERT CON TRACTORINSTALLED -WE ROUND HEAD WOOD SCREWS DEC THEUNIFORM BUIIDINGCODE APPD APPROVED CENTS CONTRACTOR/CONTRACT FRT FIRE RETARDANT OFF OFFICE RM ROOM UC UNDERCUT EXISTING 7 WALL TAG APtt APPLIED COREBD CORE BOARD FA FIRE ALARM JAN JANITOR OF01 OWNERFURNISHED,OVNER FIND ROUND UL UNDERWRITERS'LABORATORY N APPROX APROXIMATE CORR CORRUGATED I CORRIDOR FAB FABRICATION JST JOIST INSTALLED RO ROUGH OPENING I ROUGH UL UTILITY ARCH ARCHITELTIARCHITELTURAL JT '0 NT ON OVERHEAR ROW RIGHTAF-WAY UNF UNIFORM 101 DOORTAG COT. CLEAN OUTTO GRADE FAS FASTEN OJ OPENAYEBJOIST UON UNLESS OTHERWISE NOTED ASB ASBESTOS CPT CARPET FB FLAT BPR RVA REDWOOD GRID LINES ASPH ASPHALT OOP H OPPOSITE NAND V J CR COIR ROLLED FED FIBERBOARD NEC KITCHEN EQUIPMENT RM RAIN WATER LEADER UR URINAL BCALLOUTS ASPHT ASPHALTICTILE CRG CROSS GRAIN FTI FLOORDRPIN CONTRACTOR ppG OPENING ASSEM ASSEMBLY COARSE M IF EEMNGUISH=R KIT KITCHEN Opp OPPOSITE 3 SOUTH VM VARIES WIS WINDOW TAG C AUTO AUTOMATIC CRS -CENT LEVENT FEC FIREXNNGDISHER CABINET KO KNOCKOUT OPS OPPOSITE SURFSURFACED TWO SIDES ACE VB VINYL BASE NEW Lu PSE 52S _ CT CERAMICTILE FF FINISHED FLOOR KP KICK PLATE OZ OUNCE SIS SURFACED FO UR SIDES VCT VINYL COMPOSITETILE L ,^ NBOARO CTR CENTER FFE FINISHED FLOOR ELEVATION SA SUPPLY AIR VENT VENTILATOR/VENTILATION EXIT SIGN BID BACK LENGTH PCEM PORTLANDLEMENT VERT VERTICAL O z CTSK COCOUNTER31NK FG FINISHED GRADE SAN SP LITARY flit BENCH AwFIt CU LA0 LADDER PL PLASTIC LAMINATE SC SOLID CONE)SCALE VEST VESTIBULE CUBIC I COPPER FGL FlBE.G—. BEL BELOW LAM LAMINATE PB PARTICLE FILLED QUARTER(S) CU FT CUBIC FEET FHC FIRE HOSE CABINET SCHEO SCHEDULED VF VINYL FABRIC BETUM BITUMINOUS CUYD CUBIC YARD FHM$ FLAT-HEADMACHINESCREW LAV _' ORY PBO PARTICLEBOARD SCR SCREEN VIF VERIFY IN FIELD PROJECT NORTH INDICATES SIGN BEV BEVELED LB LAGBOLT PE(S) PIECEIPIECES VJ 11.INT t ORIENTATION Q CUST CUSTODIAN FIN FINISH SCUP SCUPPERIS SG BUMPERGUARO LBL LABEL PCC PRECAETCONCRETE CW COLO WATER FIX FlXRIRE SD SOAP OISPENSERISTORM DRAIN YNR VENEER BLDG BUILDING LH LEFT HAND PCF POUNDS PER CUBIC FOOT s CTL CYLINDER PLCO FLOOR CLEAN-OUT SEC SECURITY VOL VOLUME BLK al-ocrc LKR LocKER Pcrcr(s) PocKETI PocKErs FIRE SPRINKLER HEAD FLASH FLASHING SECT SECTION VTR VENT THROUGH ROOF BLK. BLOCKING LP LOW POINT PED PRE-ENGINEERED METAL SEGY SECRETARY Z W DA DOUBLE ACTING RUR FLOOR)FLOORING 8 ILOING N BM BEAM LSO LIQUID SOAP DISPENSER SEG SEGREGATION W WEST lot = OBL DOUBLE FLUOR FLUOR PEO PEDESTRIAN BNORY BOUNDARY LT LIGHT WGL WIRE GLASS W OEM US FN FENCE PERIM PERIMETER SEP SEPARATION BOTT BOTTOM LVR LOUVER SF SQUAREFGL WI WITH DEFT DE PRESSEDIOEFRESSION FNO FOUNOATIQN BP SENT PLATE PERP PERPENDILULPR SGL $SCURRY GLASS V• DEPT DEPARTMENT FG FINISHED PFS PREFABRICATE W!0 WITHOUT � BRC. BRACING MACH MACHINE ET DETENTION FOB FACE OF BRICK IN. SHELF ISHELVES J Q BRO BOARD MART MAINTENANCE FIG PILATEGASS SMM SECURITY HOLLOW METAL OF DRINKPNG FOUNTAIN FOC FACE OF CONCRETE PG PLATE GLASS N ���yT BRDG BRIDGING ON DOUBLE HUNG FOM FACE OF MASONRY MAS MASONRY PL PLASTER SHT SHEET LL W BRG BEARING MAX MAXIMUM SHTG SHEATHING DIA DIPMETER FOP FACE OF PANEL BRK BRICK MB MACHINE OUT PL PROPERTY LINE DIAD DIAGONAL FOS FACE OF STUD SHWA SHOWER a KT BRACKET DIM MC MEDICINE CABINET PL PLATE SIM SIMILAR DIMENSION FO FACE OF WALL LAS PLASTER L� BRNZ BRONZE FP FR MCB METAL CABIN.BEAD r DIN DINING FIREPROOFING PLBG PLUMBING SK SINK BS BOTH SIDES MECN MEMDRANAL DISP 0IVPENNER FRG FURRING PLWD PANEL SMS SANITARY ALSCREW 85MT BASQAENT MEMS MEMBFLNVE PALL PANEL SND SANITARY NAPKIN DISPOSAL W BT BENT DIV DIVISION FS FLOORSINK DL OQOR LOUVER FT FEET/FOOT MEZZ MEZZANINE S SANITARY NAPKIN VENDOR BTW BETWEEN MFD METAL FLOOR DECKING PINT PANT SP SALLYPORT ON DEMOUMABLE FTG FOOTING FOL POLISHED SUR BUILT-UP ROOF DO DOWN MFR MAHUFACNRER SPEC SPECIFICATIONS BW BOTH WAYS MGP MANAGER PR PAIR SD SQUARE DO ODOR OPENING G GUTTER PREP PREPARATION A DP DEEP(DEPTH GA GAUGE MH MANHOLE PRIF FIR FORMED 55 STAINLESS STEEL CRASH COUNTER-FLASHING MIN MIMD. DPF DAMPPROOFING GALV GkMIL BA ED SSK SERVICE SINK CAN CABINET OR DOOR GB GW3BAR MIR MIRROR PRET PROTECTEOIPROTECTION STAG STAGGERED CC CENTER-TOLENTER MIBC MISCELLANEOUS PSC PRESTRESSED CONCRETE STD STAND OS DOWNSPOUT GEN GENERAL PS POUNDS PER SQUARE FO OT a CCR THE CALIFORNIA CODE OF OTL DETAIL GENER GENERATORMK MARK PSI POUNDS PER SQUARE INCH STIFF STIFFENER REGULATIONS DW DUMBGI .1-11EO IRON ML MATCHLINE STL STEEL n CEM CEMENT DWG DRAWING GN GROUND MID. MOULDING PSWT PPOLASTICSIMULATEDWOCDTRIM STN STATION _ CEM 88R0 CEMENT BACKER DOW MO MASONRY OPENINGINT O AO DOUR DRAWER OR GRADE ST STORAGE LFL) CONTRACTOR FURNISHED. MOV MOVABLE PTC POSTTENSIONEO CONCRETE CONTRACTOR IN STALLED GSF GROSS SQUARE FEET MRN METALROOFDECK STIR STRUCTURAL SCALE:1,N,-TK, PTD PAPER-TOWEL DISPENSER SP SUSPENDED PTN PARTmoN DRAWN BY;OURS IMWi MI;NY PROJECT NO,2112-352 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&CONSTRUCTION TYPE 26560 AGOURA ROAD,SUITE 106 1.1 302.1 OCCUPANCY GROUPS A-2(MAIN OCCUPANCY),A-3,B.M,S7 8.FINISH MATERIALS CALABASAS,CA 91302 1.2 602.1,TABLES 504.3, CONSTRUCTION TYPE TYPE VII TYPE V-B PROVIDED DA 803,TABLE 603.11 WALL&CEILING FINISHES AT ROOMS AND CLASS C OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT I MATERIAL g 310.670.91W wills@shePae.com 504.4,506.2 ENCLOSED SPACES INDICATED IN SPECIFATIONS w5° 1.3 11 50S.1.1 1 CLASSIFICATION OF ROOF COVERING CLASS B MINIMUM CLASS B PROVIDED 8.18 803,TABLE 803.11 WALL&CEILING FINISHES AT INTERIOR EXIT CLASS B OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT/MATERIAL STAIRWAYS,INTERIOR EXIT RAMPS&EXIT INDICATED IN SPECIFATIONS n"ware�m 2.FIRE PROTECTION PASSAGEWAYSJ 2.1 903.2 AUTOMATIC SPRINKLER SYSTEM REQUIRED �WET,9YSTEMPRIIVIIIEDTHROU13HOUT- NO CHANGES 8.2 804.4.2 FLOOR FINISHES CLASS II OR BETTER PER ASTM STANDARD 648 PROVIDED.RADIANT FLUX CLASS BY PRODUCT!MATERIAL PROPOSED TO WET CHEMICAL SYSTEM AT EXISTING KITCHEN INDICATED IN SPECIFATIONS HOODS.MODIFICATION OF,AND ADDITION TO,EXISTING FIRE PROTECTION SYSTEM 9.EGRESS SYSTEM t pF r10 9.1 1004 DESIGN OCCUPANT LOAD TOTAL BUILDING OCCUPANT LOAD=994.SEE 0-A0.2.4 AND 0-A0.2.5 3.LOCATION OF BUILDING ON SITE FOR OCCUPANT LOAD TABLES 3.1 503.1.2 NUMBER OF BUILDINGS ON SITE EXISTING SITE CONTAINS MAIN CLUBHOUSE AND FITNESS 9.2 1005.1 EGRESS WIDTH AND DISTRIBUTION SEE 0.A0.2.4 AND 0-A0.2.5 FOR MINIMUM SIZES AT EGRESS V tr BUILDING,PETE' TURN CAFE(ACROSS SHERMAN'S CREEK)AND COMPONENTS AR 1 A LIMITED NUMBER OF SMALL ANCILLARY BUILDINGS AND 9.3 1008.3.5 EMERGENCY LIGHTING REQUIRED ISEE ELECTRICAL DRAWINGS FOR EMERGENCY PHOTOMETRIC STRUCTURES ARE ALSO LOCATED AT DISPERATE LOCATIONS PLANS AROUND THE GOLF COURSE GROUNDS 9A 1009.1 ACCESSIBLE MEANS OF EGRESS NOT REQUIRED FOR EXISTING BUILDINGS fRfO ARc 3.2A 602.1,TABLES 601& MIN.FIRE RATING OF EXTERIOR WALLS RATING PER FIRE SEPARATION DISTANCE<10'=1 HOUR PROVIDED.SEE 0-A0.2.2 FOR FIRE SEPARATION DISTANCE. g,5 1010.1.2 DOOR SWING SIDE HINGED DOORS REQUIRED. PROVIDED.SEE DOOR SCHEDULE 0-A0.20 qs Bffn fGiii°NILFLLY�&aNE p 602 RATING.ALL FIRE SEPARATION DISTANCES ARE EQUAL OR 9.6 1010-1.9 DOOR OPERATIONS REQUIREMENTS PER DOOR NOTES 0-A020 COMPLIES. MD anrHE GATE°al q GREATER THAN 10'.NO RATING REQUIRED 9.7 1010.1.10 PANIC HARDWARE REQUIRED AT SPECIFIED LOCATIONS PROVIDED.SEE 0.A0.2.4 AND 0.A0.2.5 FOR LOCATIONS AND DOOR naX SDlslrgL 3.3 TABLE 705.8 EXTERIOR OPENING PROTECTION FIRE SEPARATION DISTANCE 10'-15'=AREA OF PROVIDED.SEE 0-AO.2.2 FOR FIRE SEPARATION DISTANCE. SCHEDULE 0-A0.2D IWED,wD UNPROTECTED OPENINGS LIMITED TO 45%WALL AREA.FIRE g,g 1011.2 STAIRWAY WIDTH NO CHANGE,NO STAIR PROPOSED ory Anoeiia�aai coiiE�IV�ef RIFIED SEPARATION DISTANCE 15'<20'=AREA OF UNPROTECTED OPENINGS LIMITED TO 75%WALL AREA.FIRE SEPARATION 9.9 11011.5 STAIRWAY TREADS AND RISERS 11-D TREAD MIN,7"H RISER MAX NIA DISTANCE 2 20'=NO LIMIT TO AREA OF UNPROTECTED 9.10 1013 EXIT SIGNS REQUIRED PROVIDED.SEE 0-AO.2.4 FOR LOCATIONS �y ae 6y OPENINGS. DN:Cn R°�appmm 9.11 1014 STAIRWAY AND RAMP HANDRAILS REQUIRED BOTH SIDES. HEIGHT, NIA DN:c-us DIAMETERSrrill.apMep-ae.com. William R%eppFwtl 0-Sned{+�de 4.CONSTRUCTION TYPE PER ALLOWABLE BUILDING SIZE 9.12 1015 GUARDS REQUIRED FOR WALKING SURFACES 2 30"ABV.ADJACENT NTA _Auaama,cN_1MIIlam R-ppw GRADE. - 4.1 503,504,TABLE 504.3 BUILDING HEIGHT-FEET 50 FEET MAX.GRADE PLANE=9.40'(APPROX.) PROPOSED CHANGE TO HEIGHT.SEE 111-A-5.4 I 'eEBa:oszB 4.2 504,50 2 STORIES TABLE 504.4 BUILDING HEIGHT-STORIES ABOVE GRADE 2 STORIES MAX 2 STORIEIE S PROVIDED. 9.13 1017,TABLE 1006.3.2 COMMON PATH OF EGRESS TRAVEL STORIES WITH ONLY ONE EXIT:75 FEET MAXIMUM TO POINT SEE 0.A0.2.4 AND 0-A0.2.5 FOR COMMON PATH OF EGRESS 2B4J'Bo• PLANE (2) DISTANCE WHERE TWO PATHS EGRESS AVAILABLE DISTANCES 4.4 505 MEZZANINE NIA NO MEZZANINE 9.14 1017,TABLE 1006.3.2 NUMBER OF EXIT OR EXIT ACCESS 2 REQUIRED AT OCCUPANCY,49.1 REQUIRED ELSEWHERE SEE 0-A0.2.4 AND 0.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 SQ.FT.MAX(A-2/A-3 MOST RESTRICTIVE OCCUPANCY).20,111 SQ.FT.@ LOWER LEVEL.1,214 SQ.FT.@ UPPER LEVEL 9.15 1007.1.1 EGRESS SEPARATION THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT SEE D-A0.2.4 AND 0-A0.2.5 FOR EXIT DOOR SEPARATION ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF DISTANCES MORE THAN 1 STORY ABOVE GRADE PLANE SEE ITEM 4.8 FOR FRONTAGE INCREASE THE LENGTH OF THE DIAGONAL DIMENSION OF THE AREA 4.7 507,510 UNLIMITED AREA BUILDING NOT APPLICABLE DOES NOT MEET CRITERIA FOR UNLIMITED AREA BUILDING. SERVED 4.8 506.3 FRONTAGE INCREASE AREA FACTOR PER 506.3.311=[FIP-0.251W/30 [126811268[30130=.75 9.16 1006.2.1 TRAVEL DISTANCE A=75 FEET MAX.B=100 FEET MAXIMUM SEE 0-AO.2.4 AND D-AO.2.5 FOR TRAVEL DISTANCES 4.8.1 A-2 18,000+(.75'18,OOD)=31,500 SF TOTAL ALLOWED LEVEL 1 PROVIDED:10,789 SF 9,17 1020.1 CORRIDOR CONSTRUCTION 1-HOUR FIRE PARTITIONS NO NEW CORRIDORS PROPOSED 4.8.2 A-3 18,000+(,75'18.000)=31,500 SF TOTAL ALLOWED LEVEL 1 PROVIDED: 8,036 SF 9.18 TABLE 1006.2.1 NUMBER OF EXITS 2 MINIMUM WHERE OCCUPANT LOAD EXCEEDS 49 AT A,B AND 4.8.3.1 B 27,000+.751 27,000)-47,250 SF TOTAL ALLOWED LEVEL 1 PROVIDED: 526 SF M OCCUPANCIES,OR LIMITS SET FORTH IN ITEM 9.13 4.8.3.2 LEVEL 2 PROVIDED: 1,214 SF 9.19 10162 EGRESS THROUGH INTERVENING SPACES ALLOWED PER CONDITIONS SET FORTH THIS SECTION COMPLIES. 4.8.4 M27,000+(.75'27,000)=47,250 SF TOTAL ALLOWED LEVEL I PROVIDED: 760 SF 9.20 1022 VERTICAL EXIT ENCLOSURES NOT APPLICABLE THIS PROJECT 4.9 508.2 ACCESSORY OCCUPANCIES ALLOWED IF CUMULATIVE AREA IS<1D%TOTAL NOT APPLICABLE 9.21 1026 HORIZONTAL EXITS NOT APPLICABLE THIS PROJECT 4.10 508.3 MULTI-OCCUPANCY BLDG WITH ALLOWED IF EACH OCCUPANCY IS UNDER MOST RESTRICTIVE COMPLIES.CUMULATIVE AREAS AT LEVEL i TOTAL 20,111 SO.FT. 922 1027 EXTERIOR EXIT STAIRWAYS ALLOWED PER CONDITIONS NOT APPLICABLE THIS PROJECT NON-SEPARATED OCCUPANCIES LIMITS OF TABLE 506.2 <31,500 SQ.FT. 9.23 1028 EXIT DISCHARGE COMPLIES.SEE SEE 0-AO.2.4 4.11 516.4 MULTI-OCCUPANCY BLDG WITH SEPARATED NOT REQUIRED 9.24 1029 EGRESS FROM ASSEMBLY OCCUPANCIES TRAVEL DISTANCE SHALL NOT EXCEED 250 FEET.COMMON ISEE 0-AO.2.4 AND O-AO.2.5 FOR TRAVEL DISTANCES OCCUPANCIES PATH OF TRAVEL DISTANCE FOR ASSEMBLY OCCUPANCIES 2 4.12 509 INCIDENTAL USESLAUNDRY ROOMS,100 SO.Fr.FIRE SPRINKLERS OR 1 HOUR EXISTING LAUNDRY ROOM LESS THAN 10%FLOOR AREA AT 50 SHALL NOT EXCEED 30 FEET- SE PARATIONREQUIRED.AREA CANNOT EXCEED IO%OFOF THE LOWER LEVEL 9.25 1024 EXITPASSAGEWAYS NOT APPLICABLE THIS PROJECT AREA AT THE SAME LEVEL 10.SPECIAL FEATURES OF BUILDING Adantic Beach 5.SPECIAL DETAILED OCCUPANCY REQUIREMENTS 110.1 2406.35 AFETY GLAZING REQUIRED AT HAZARDOUS LOCATIONS. 5EE BUILDING ELEVATIONS 1-A5 SERIES DRAWINGS.ALSO DOD 5. 1401 SCOPE SPECIAL REQUIREMENTS BASED UPON OCCUPANCY AS NO SPECIAL DETAILED OCCUPANCY REQUIREMENTS APPLY TO SCHEDULES&ELEVATIONS 0-AO.20 --_--- LISTED THIS PROJECT 11.ACCESS COMPLIANCE Atlantic Beach CountryClub 6.FIRE&SMOKE PROTECTIVE ELEMENTS 11.1 2120 FBC- ACCESSIBILITY TO PUBLIC BUILDINGS, REQUIRED. SEE U-AD.2.4 FOR ACCESSIBLE PATH OFTRAVEL.SEE 0-A0.10 Phase 1 6.1A 704,TABLE 601 PRIMARY STEEL FRAME RATING NOT REQUIRED ACCESSIBLITY PUBLIC ACCOMMODATIONS,COMMERCIAL SERIES DRAWINGS FOR ACCESSIBILITY REQUIREMENTS 6AS 704,705,TABLE 601 EXTERIOR BEARING WALLS RATING NOT REQUIRED BUILDINGS&PUBLIC HOUSING Construction Documents 1600 Sela Marina Drive 6.iC 704,TABLE 601 INTERIOR BEARING WALLS RATING NOT REQUIRED Atlantic Beach,FL 32233 6.1D 704,705,TABLES 607,1 EXTERIOR NON-BEARING WALLS 1-HOUR PROTECTION REQUIRED AT LOCATIONS WITH F.S.D.< NO CONDITIONS EXIST.SEE 0.AO.2.2 FOR FIRE SEPARATION 602 10' DISTANCE 6.1E 704,TABLE 601 INTERIOR NON-BEARING WALLS NO RATING REQUIRED UNLESS REQUIRED BY OTHER NO RATED WALLS REQUIRED BY OTHER PROVISIONS REVISION PROVISION IN CODE ND. DATE DE ftl 6.1F 704,TABLE 601 FLOOR CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED L2 p sD malcwc z DD RRICING SECONDARY MEMBERS a a1 2s 2E co 6.1G 704,TABLE 601 ROOF CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED s232>4vEannrt SET SECONDARY MEMBERS 6.2 706,705.5 FIRE WALLS NOT REQUIRED.BUILDING DOES NOT EXCEED MAXIIMUM 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 5.5 709 SMOKE BARRIERS NOT REQUIRED 6.6 710 SMOKE PARTITIONS NOT REQUIRED 6.7 711 HORIZONTAL ASSEMBLIES NOT REQUIRED PER ITEMS 6.1F,6.1G 6.6 712 VERTICAL OPENINGS OPENING PROTECTION NOT REQUIRED.SEE ITEM 6.13 6.9 713 SHAFT ENCLOSURES NO HOISTWAYS,NO DUCT CHASES PENETRATING FLOORS OR NIA ROOF ASSEMBLY 6.10 714 PENETRATIONS PENETRATIONS OF FIRE RATED WALLS,HORIZONTAL NIA ASSEMBLIES,AND SMOKE BARRIERS SHALL BE PROTECTED BY APPROVED MEANS 6.11 715 FIRE RESISTANT JOINT SYSTEMS JOINTS IN FIRE RATED WALLS,HORIZONTAL ASSEMBLIES,AND NIA (n SMOKE BARRIERS AND HORIZONTAL ASSEMBLIES SHALL BE (n PROTECTED BY APPROVED MEANS Lli Lu 6.12 716 OPENING PROTECTIVES REQUIRED AT RATED WALLS,HORIZONTAL ASSEMBLIES AND NIA Z J SMOKE BARRIERS 6.13 717 DUCTS AND AIR TRANSFER OPENINGS LISTED COMBINATION FIRE&SMOKE DAMPERS REQUIRED AT NIA l CO FIRE BARRIERS,SMOKE BARRIERS,EXTERIOR WALLS AND 11 Q HORIZONTAL ASSEMBLIES J 06 I- 7.ADDITIONAL FIRE PROTECTION SYSTEMS � L[J 7.1 907.2 FIRE ALARM PROVISIONS EXISTING BUILDING HAS FIRE ALARM SYSTEM.EXTEND TO SEE FA SERIES PLAN NEW AREAS � >- =IRE 905.3 STANDPIPE SYSTEM NOTREQUIREO O J 7.3 905.4 LOCATION OF STANDPIPE HOSE STANDPIPE SYSTEM NOT REQUIRED.SEE ITEM 7.2 = Q CONNECTIONS Co z � a UD z ' Q U f LU F- a LLI Z w d f; 0-A0.2. 1 SCALE: DRAWN BY:WRSIMW/MJINY PROJECT NO.:2022-352 PHASE 1 CODE ANALYSIS TABLE S H E P P H I R D REM I CODE SECTION CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS ITEM I CODE SECTION CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS ASSOCIATES ARCHITECTS+ENGINEERS 1.OCCUPANCY&CONSTRUCTION TYPE 9.1 11004 DESIGN OCCUPANT LOAD TOTAL BUILDING OCCUPANT LOAD=178.SEE 0-AO.4.2 FOR 26566 AGOURA ROAD,SUITE 106 1.1 '302.1 OCCUPANCY GROUPS A-3 OCCUPANT LOAD TABLES CALABASAS,CA 91302 1.2 602.1,TABLES 504.3, CONSTRUCTION TYPE TYPE V-B TYPE V-B PROVIDED 9.2 1005.1 EGRESS WIDTH AND DISTRIBUTION :SEE O-AO.4.2 FOR MINIMUM SIZES AT EGRESS COMPONENTS g 376.670.97x4 will.s@shepae.com 504.4,506.2 9.3 1008.3.5 EMERGENCY LIGHTING REQUIRED SEE ELECTRICAL DRAWINGS FOR EMERGENCY PHOTOMETRIC nc: 1.3 11505.1.1 1CLASSIFICATION OF ROOF COVERING ICLASS B MINIMUM JCLASS B PROVIDED -PLANS 9.4 1009.1 ACCESSIBLE MEANS OF EGRESS NOT REQUIRED FOR EXISTING BUILDINGS 2.FIRE PROTECTION 9.5 1010.1.2 DOOR SWING NO DOORS PROVIDED 2.1 1903.2 JAUTOMATIC SPRINKLER SYSTEM INOTREQUIRED 9.6 1010.1.9 DOOR OPERATIONS NO DOORS PROVIDED 9.7 11 02 PANIC HARDWARE NO DOORS PROVIDED 3.LOCATION OF BUILDING ON SITE 9.8 1011.2 STAIRWAY WIDTH NO STAIR PROVIDED :9.9 1011.5 STAIRWAY TREADS AND RISERS NO STAIR PROVIDED NIA E OF F/0 3.1 503.1.2 NUMBER OF BUILDINGS ON SITE EXISTING SITE CONTAINS MAIN CLUBHOUSE AND FITNESS _ t) �. BUILDING,PETE'S TURN CAFE(ACROSS SHERMAN'S CREEK)AND 9.10 11013 EXI751GN5 NOT REQUIRED A LIMITED NUMBER OF SMALL ANCILLARY BUILDINGS AND 9.11 1014 STAIRWAY AND RAMP HANDRAILS REQUIRED BOTH SIDES.34-38 INCHES HEIGHT,1 114"-2" NIA STRUCTURES ARE ALSO LOCATED AT DISPERATE LOCATIONS DIAMETER I I Tf AROUND THE GOLF COURSE GROUNDS 9.12 1015 GUARDS REQUIRED FOR WALKING SURFACES>_30"ABV.ADJACENT NIA \ AR1 3.2A 602.1,TABLES 601& MIN.FIRE RATING OF EXTERIOR WALLS -RATING PER FIRE SEPARATION DISTANCE<10'=1 HOUR PROVIDED.SEE 0-AO.4.2 FOR FIRE SEPARATION DISTANCE. GRADE. 602 RATING.ALL FIRE SEPARATION DISTANCES ARE EQUAL OR 9.13 1017,TABLE 1006.3.2 COMMON PATH OF EGRESS TRAVEL STORIES WITH ONLY ONE EXIT:75 FEET MAXIMUM TO POINT SEE 0-AO.4.2 FOR COMMON PATH OF EGRESS DISTANCES RED NQC� GREATER THAN 10'.NO RATING REQUIRED (2) IDISTANCE WHERE TWO PATHS EGRESS AVAILABLE 3.3 TABLE 705.8 EXTERIOR OPENING PROTECTION FIRE SEPARATION DISTANCE 10'<15'=AREA OF PROVIDED.SEE 0-AO.4.2 FOR FIRE SEPARATION DISTANCE. 9.14 1077,TABLE 1006.3.2 NUMBER OF EXIT OR EXIT ACCESS 2 REQUIRED AT OCCUPANCY�49.1 REQUIRED ELSEWHERE SEE D-AO.4.2 FOR PATHS OF EGRESS ""RFEE"EM�0S vx eo 0ER`DA UNPROTECTED OPENINGSLIMITED TO 45%WALL AREA.FIRE (2) DOORWAYS DATE SEPARATION DISTANCE 5%<20'=AREA OF UNPROTECTED 9.15 1007.1.1 EGRESS SEPARATION THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT SEE PAO.4.2 FOR EXIT DOOR SEPARATION DISTANCES w"s ov"iH sDlcllu OPENINGS LIMITED TO 75Y WALL AREA.FIRE SEPARATION ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF R Ic IFI D DISTANCE 2 20'=NO LIMIT TO AREA OF UNPROTECTED S-EDm A"r ECEcTHEmoxic cov ps uusl aE vERIPiED OPENINGS. THE LENGTH OF THE DIAGONAL DIMENSION OF THE AREA � SERVED 4.CONSTRUCTION TYPE PER ALLOWABLE BUILDING SIZE 9.16 1006.2.1 TRAVEL DISTANCE A=75 FEET MAX. :SEE O-AO.4.2 FOR TRAVEL DISTANCES Dodl<y Ppnce°Y v.�n ft8�.ap 9.17 1020.1 CORRIDOR CONSTRUCTION 1-HOUR FIRE PARTITIONS ` ph.,d:NIA DJ_u:c=u9. 4.1 503,504,TABLE 504.3 BUILDING HEIGHT-FEET 50 FEET MAX.GRADE PLANE=9.40'(APPROX.) 17'-4".SEE 111-A-5.1 9.18 TABLE 1006.2.1 NUMBER OF EXITS 2 MINIMUM WHERE OCCUPANT LOAD EXCEEDS 49 AT A e-+.ill.s@ehepae.mn, 4.2 504,504.TABLE 504.4 BUILDING HEIGHT-STORIES ABOVE GRADE 2 STORIES MAX 1 STORY PROVIDED. ` Wiliam R 9hepphrd o.+snerw OCCUPANCY,OR LIMITS SET FORTH IN ITEM 9.13 ! A E',pwd .erv-w1111are PLANE 9.19 1016.2 EGRESS THROUGH INTERVENING SPACES ALLOWED PER CONDITIONS SET FORTH THIS SECTION NIA Ds.2.M 4.4 505 MEZZANINE NIA NO MEZZANINE ��000. 9.20 1022 VERTICAL EXIT ENCLOSURES -NOT APPLICABLE THIS PROJECT ��'»' 4.5 504.3,1510 ROOFTOP STRUCTURES ALLOWED NON PROPOSED 9.21 1026 HORIZONTAL EXITS =NOT APPLICABLE THIS PROJECT 4.6 506,TABLE 506.2,508 BUILDING AREA FOR SINGLE OCCUPANCY, (6,000+(6,000'.75)=10,500 SQ.FT. 890 SQ.FT. 9.22 1027 EXTERIOR EXIT STAIRWAYS ALLOWED PER CONDITIONS NOT APPLICABLE THIS PROJECT ONESTORY 4.7 507,510 UNLIMITED AREA BUILDING NOT APPLICABLE 9.23 1028 EXIT DISCHARGE COMPLIES.SEE 0-A0.4.2 4.8 506.3 FRONTAGE INCREASE AREA FACTOR NOT CONSIDERED 9.24 1029 EGRESS FROM ASSEMBLY OCCUPANCIES TRAVEL DISTANCE SHALL NOT EXCEED 250 FEET.COMMON SEE O-AU.4.2 FOR TRAVEL DISTANCES PATH OF TRAVEL DISTANCE FOR ASSEMBLY OCCUPANCIES>_ 4.9 508.2 JACCESSORY OCCUPANCIES NOT APPLICABLE 50 SHALL NOT EXCEED 30 FEET. 4.10 508.3 MULTI-OCCUPANCY BLDG WITH NOTAPPLICABLE 9.25 1024 EXIT PASSAGEWAYS INOT APPLICABLE THIS PROJECT NON-SEPARATED OCCUPANCIES 4.11 508.4 MULTI-OCCUPANCY BLDG WITH SEPARATED NOTAPPLICABLE 10.SPECIAL FEATURES OF BUILDING OCCUPANCIES 4.12 509 INCIDENTAL USES NOTAPPLICABLE 10.1 2406.3 SAFETY GLAZING REQUIRED AT HAZARDOUS LOCATIONS. N/A 5.SPECIAL DETAILED OCCUPANCY REQUIREMENTS 11.ACCESS COMPLIANCE 5. 401 SCOPE SPECIAL REQUIREMENTS BASED UPON OCCUPANCY AS NO SPECIAL DETAILED OCCUPANCY REQUIREMENTS APPLY TO 11.1 2020 FBC- ACCESSIBILITY TO PUBLIC BUILDINGS. REQUIRED. SEE D-AOAZ FOR ACCESSIBLE PATH OF TRAVEL.SEE 0-AD.10 LISTED THIS PROJECT ACCESSIBUTY PUBLIC ACCOMMODATIONS,COMMERCIAL SERIES DRAWINGS FOR ACCESSIBILITY REQUIREMENTS BUILDINGS&PUBLIC HOUSING 6.FIRE&SMOKE PROTECTIVE ELEMENTS Th 6.1A 17D4,7ABLE 601 PRIMARY STEEL FRAME RATING NOT REQUIRED BAB 704,705.TABLE 601 EXTERIOR BEARING WALLS RATING NOT REQUIRED 6.1 C 704,TABLE 601 INTERIOR BEARING WALLS -RATING NOT REQUIRED 6.1 D 704,705,TABLES 601, EXTERIOR NON-BEARING WALLS 1-HOUR PROTECTION REQUIRED AT LOCATIONS WITH F.S.D.< NO CONDITIONS EXIST 602 10' Atlantic Beach 6.1 E 704,TABLE 601 INTERIOR NON-BEARING WALLS NO RATING REQUIRED UNLESS REQUIRED BY OTHER NO CONDITIONS EXIST PROVISION IN CODE 6.1 F 704,TABLE 601 FLOOR CONSTRUCTION AND ASSOCIATED RATING NOT REQUIRED SECONDARY MEMBERS Atlantic Beach Country Club SAG 704,7ABLE601 ROOF CONSTRU CTION AND ASSOCIATED RATING NOT REQUIRED Phasel SECONDARY MEMBERS Construction Documents 6.2 706,705.5 FIRE WALLS NOT REQUIRED.BUILDING DOES NOT EXCEED MAXIIMUM FIRE 1600 Selva Manna Drive AREA AlIa01C Beach,FL 32233 6.3 707,508.4.4 FIRE BARRIERS NOT REQUIRED 6.4 708 FIRE PARTITIONS NOT REQUIRED 6.5 709 SMOKE BARRIERS !NOT REQUIRED EVISION rvo. DA3E oEscRIPTION 6.6 710 SMOKE PARTITIONS NOT REQUIRED [ 1 12-02-22 SD PRICING 6.7 711 HORIZONTAL ASSEMBLIES NOT REQUIRED PER ITEMS 6.1 F,GAG z 2-1023 -PRICING 6.8 712 VERTICAL OPENINGS OPENING PROTECTIONNOT REQUIRED.SEE ITEM 6.13 a a3az3 .1.. 52323 PERMIT SET 6.9 713 SHAFT ENCLOSURES NO HOISTWAYS.NO DUCT CHASES PENETRATING FLOORS OR NIA ROOF ASSEMBLY i 6.10 714 PENETRATIONS PENETRATIONS OF FIRE RATED WALLS,HORIZONTAL NIA ASSEMBLIES,AND SMOKE BARRIERS SHALL BE PROTECTED BY APPROVED MEANS 6.11 715 FIRE RESISTANT JOINT SYSTEMS JOINTSIN FIRE RATED WALLS,HORIZONTAL ASSEMBLIES,AND NIA SMOKE BARRIERS AND HORIZONTAL ASSEMBLIES SHALL BE _ PROTECTED BY APPROVED MEANS 6.12 716 OPENING PROTECTIVES REQUIRED AT RAT ED WALLS,HORIZONTAL ASSEMBLIES AND IN 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 NOT REQUIRED 7.2 905.3 STANDPIPE SYSTEM NOT REQUIRED } 7.3 905.4 LOCATION OF STANDPIPE HOSE STANDPIPE SYSTEM NOT REQUIRED.SEE ITEM 7.2 J CONNECTIONS Q Z 8.FINISH MATERIALS Q B.1A 603,TABLE 803.11 WALL&CEILING FINISHES AT ROOMS AND CLASS C OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT I MATERIAL W ENCLOSED SPACES INDICATED IN SPECIFATIONS Q BAB 803,TABLE 803.11 WALL&CEILING FINISHES AT INTERIOR EXIT CLASS B OR BETTER PROVIDED.FLAME SPREAD CLASS BY PRODUCT I MATERIAL O STAIRWAYS,INTERIOR EXIT RAMPS&EXIT INDICATED IN SPECIFATIONS PASSAGEWAYS U 8.2 804.4.2 FLOOR FINISHES CLASS II OR BETTER PER ASTM STANDARD 648 PROVIDED.RADIANT FLUX CLASS BY PRODUCT!MATERIAL Z INDICATED IN SPECIFATIONS O tyJ 9.EGRESS SYSTEM J J m 0- ~ Lij 2 1 p U) a x = a 0-A0.4. 1 SCALE: DRAWNBY:WRSIMW;MJfNY PROJECT NO.:2022-35i SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 8 310.670.9144 will.sElshep e..Wm T OF F/I, 1 9 v If. ARTR i REll� IGED 0 sEALE00v0WILIIPM F.BHFPPH HD.FLOPIDn -11 IGEATAIP Sl— A PlIMED ODRIES DFNTHI501GITAL UNENf APE NOT C—DER=_D 0IGNED ANp BUILDING OCCUPANCIES-PHASE 1 DH NYELEC'=C'COPIEe 9TBEYERIFIED A-3 �RBheppnlrE JN:c.m ■5 1 William R Sn�lphrt0 O.Sn•gNtl rrwo�,cN-rnlu•m R Snapp vtl T O•I4'2UY8.D OB.RBy04T'DP OCCUPANCY BUILDING AREA-STORAGE SHED-PHASE 1 STORAGE SHED 7_1 C20 SF s1— Ax0 sF TOTAL OCCUPANCY AREA AxO sF I ,T. OCCUPANCY BUILDING AREA-YOUTH PAVILION-PHASE 1 690 SF - - - 11.E - OUTH PAVILION .a3 :090$F A 3 090 SF TOTAL OCCUPANCY PREA 090 SF 1 YOUTH PAVILLION &STORAGE SHED-OCCUPANCY PLAN-PHASE 1 Atlantic Beach Country Club SCALE: Phase 1 Construction Documents 1600 Selva Manna Dnve Atlantic Beach,FL 32233 REVISION N0. DATE DESCRIPTION t2-02-22 Sp PRICING - L _ _ 2 2-1623 DD PRICING 3 3-3623 00%CO S2}x PE SET TORA,G�SH D ozo.9.': W TZ z EGRESS&OCCUPANCY LOAD-PHASE 1 W a c7 j ACCESSORY STORAGE AREA < (U) EXT REOUIREO EXIT REQUIRED LU EXERCISE ROOM O e C/)U` — 0 W -- EGRESS PLAN-STORAGE SHED-PHASEI Z E _ -- _—— —-_ - i -- - SuueFp T___ RRg�nR :- IWGs•I lYY Gn•V.1F1WFims _Dasu.nSLN O U a T - __- � .. �_ -_ STORAGE SHED ACCESSORY STORAGE ARFA Jx05F GROSS 300 it J Z - - - - - a0 _ - — 2 U - VO THPAVI I EGRESS PLAN-YOUTH PAVILION-PHASEI U LLON - ._ ._.- __ v ` ASSEMBLY-STANDINGSPACE 0905F NET 5 2 SCALE -. ._ Y 0 A0.4.2 — — YOUTH PAVILLION &STORAGE SHED-EGRESS PLAN -PHASE 1 SCALE: DRAYMBY:WRS;MW;MJ;NY 3/16"=V-0" PROJECT NO.:2022-352 r ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES .2pmgal BUILDING BLOCKS Nit.] AppNh-h m5'r"`""'°° " ' ACCESSIBLE ROUTES ARCHITECTS+ENGINEERS Ali-lihall uGOnc•lest1525-,),,da mlrkrash where t',e de.shexceeds 151rches 136[mml 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 302.1 Ganem/ J 310.670.9144 will.s@snepae.c Floor and ground sunaces sM1all Ne naNle,firm.ane cep resisteM entl shall comply wiN 302. q01 t Snipe EXCEPTIONS: ' UCF.xpN'n'°rsop s°n'�°rl'x"a'�s'e"'=�Auss+m.'yr wsmreeny''°•d°°<°mpywm30`]' The povislons at LM1epler4 zM1a11 apply xTere required by Cnapler2 awllere relerencee eye requirement in Ibis code. wwcs,s Whi.-II analanmlare If.Nandgrmndwrtaces shall not be required io Ne stabl,trend dp-ii,- 1E k-etipon eM,h llM1ellrrNb-il,re W-iMl'wM 302. A Ie 402Axessible llnmm �,w Advisory302.1 Gmerel.A nape satiate is me Mat remains-Ma dby cmbili.aapplletl lorce.so Nal wM1enNe<oMaminantor Mce is XF" ® ®- rm11MNeaudacereNmsWft,original--ir.A firm surtace resins ddamaeonbyehaindanaamsapalitles moving on ih surtace.A -- 402.1 Gmarol SfQresistant surface provitles wmdemfiaional cmmana[e to Me lards exerted in walkrg ld pem,R sale amWhOon. I Accessible mules snail comply wen 402. 302.3 Openings . 60 min . Openin9sin Roewgrountl solaces snail rid allow passage..asphere mad Man 112 into 113 mmf diamHer except as dlawee in 40].4.3,409.4.3. 1526 W i1 _ 6 gccessiNle routes snail consist..moor mesad Nefollowing componenh:wolfing surfaces wiMamnning slope not sleeper Manl20,doorways, 4 94,8,0.5.3 and filo.10.Elongated openings shag be placed so Mei Ne longi ension is psmm6cula to Na dominant dieeetim of OavP. FIGURE 305.]3 p N a rempz,cuT remps exclutling Neflare es,Nevalas,and pladaml!M.All compcnenh of an emssaRle route snail comply wiN Ne eppl!cablenE OF F10 rerRere l' dCbapler4-206.3.4 s1tl 303.1 General MANE WERING CLEARANCE IN AN ALCOVE,PARI4LLFL APPROACH M FO Where manges In level are permMed In Rar or grountl surfaces,they shall canply wiN 309. s 6 Advisory 4022 Compmenls.WaNdng satiates must M1ave mnrYng slopes nm steeper Man 1:20,zee 403.3.ONar arnponmh If accessible raves, y EXCEPTIONS' YFS 3933 surA as temps(405)ane«ab rempa 14061,are psrmidetl to he more 3.1 slovetl. rI M. mMainmml areas shill not Ne regWN,I1 canply wM 303. eGnuOuxsEP MIN- EI2.5535041,F.S.,irrcxpaaled'm section 20 3.1(a accessible routes to paden9 Nal motlRy requirements..Cnapta 4 must I Prean of cOVE snail not ba 306.1 Gmerx esP3lua»xR oayen pec PursuaM So 1.553.512,F.5.,FIaih1 pts 1)IaI wsONo a[cess planing an I[1 gRtt1 p spona y required to complywM 303. Wneres b...an dement is included as Itlea floor or anpt won. egmremeI...... .553IIA 1 iderW.DN tls.553.041 1 pace pan o Bound space x f It. span.of space MLI cqI,Il 306.AOdi4anH - l 1 aApace sh Nl beprohiheedbeneaM an el.-1,-11.Itimimhe,,...W rdaspan..Me tleNfloo-NlyntlapaceaNnfmgapace. pedin9 space antl access aisle widN.mayM wdveO OownmNerequ,remenP Eflne ADA$tlMdMs forAttesnde Dezgn. C JWV Ovisory 306.1 Generel.Clearenves are measured in rclaOm to Ne Nsade dea......pare.rid necessarilyNIII vMical wppM for an tlemem. 3%S Re4iretl Clear WiaN Sr`JRaS J (Mryesv+vier'-/.M�l6smmlkM m+vm,unsnvl�erpnmmMmbe-onkel Whentleerm nmg tleerence antler an objedfa requiretl tum�n9 or maneuvering space,rare should rte takenb ensure Me space is cleaz olany P•oautli^R oblens avail notOil the dear widN requimdlvr accessible routes. roHmcO 403 WaiNn93udeces fRfO PROS ]0a Reach Ranges 403.1 G,h,,l (IIBY 3062 T.Cli,111 ce Walling satiates Mal area pan cl an attessMle mule Mall comply xiN 403. 10A eA >' 3oe.+c.w.rM 4 oaiu EEraiirNips oF"1'el o TMEso�TAARc 114115E 3133 e o c gwm3ceY m , 1mre mm 03.2 Floor orGmuntl Satiate SMEDM THESIGNA REMUG. ST GN IILi. Flooragrountl surfaces snail canply .302. N. asrdkgb=ge wNwshmng MmmeswMx:oa tmblorven.a 403.351ope Ory�AEe' C LOFFIr ES MUST OF VEF1FµiEo 9 � wen�pFf rc derfsmaromsae.earM1es AursekM Pa,u sEr The mooing clove olwPhmgwrtaces sM1allnEl be Weeps Nan 1:20.The[rms sl�pedwanting sudecea Mall not be steeper Nan lA6. vas 6 l I 3as3aerx� VEAi1GLCMAN6EInOML -Yr-yj ■S•p ,,.xr... .� ^• v.eseraryr Wrmw bw.rM ux ai,6 ry r.a IH 346 vine �,pg yl. M y. �'.n1 r .r ern•ayesre9u• -_1•.�.. ....I.e- .�.. ..- ....,�rr-...-�vr......w -..r.--•.h.'.. I. [TW�m'sRxN a+�.s WlRmm#13ne paer[om. ¢'•emu V-25 farwwea Pa+ me ga:e BOie.eilnaimmplY-133. Dom.c-113. William R Sawpphcd t3.She�ep AMMyMU aeNe4.gs epe3erW+ AFrti_Ibha 4L 9ausuEa,x A4Wdalb,CN-WIIIIMn l,wRemkxlol/zrtn lt3 mM epr+m tie m M',ekan W4m),er4W y.a/,can l6gmmlbe.elea xune+a.n rwuse marthe -_ - WOa I lea2n 1, R Sneppll,ve rpromwmwN+inkwe>rpd-r,e,M n3 R.rrl.<r,.mr~•k•.+.we arc'n wNn3mmrmwm.rv5..r.arm rrnla4o61c.rd R.-„va1 vat m-la IEgrn,�a..'n,ml 3s,r lsls mini rip smn ,11ttm,! 9sON:WshNlpovide 4earances complylrg wM 4035 saw s�aos.z3 1 BIRNetiOn � i EXCEPTION: Wrt10n employee wale areas,deerences m mmmdn use c rslabm palM1s she I Ne perminee to be tleaeasae Ny wont area egulpmenl �.pg uwlm"renin+ x0in1510 mm) a•N55 rim; aov-Mal Me deaeaeis essnaal ld me/unction Wlhe wEM being peddmed. FIGURE 3062 CK TOF CLEARANCE �''� ' 1 1 13 3062 Forward R111h FMgrrpvMeame03.53 sen 40153.u�edsrwrM.N.rA-y..•...��r.--r• .-t...ter S 06.21 General e.4 3 35a2t 0roamwM Ea[d1wl+.lae sMr,xtlm W+ae p+meMreaerNUM p 3Y wrM1es O'S mrnlmrcmm 4e a k°erb=iv xaemrMOmmlmpnmm pmmdeOMnredu[m wan 5ptte tiller an ekmenl belxeen Ne fmnM1 floor or�rouM all 9 mchn 1230mm)aboe the I,aM Roof or Rrountl Ma!1 be comMered sod ey,re.v ares<paesx,byzyns�r salad 4.rtMsl'Ix0 mm;brgmewnum W 36n4nlsl5mmrwge.•Mv��. FruRE qw3 clearance and Mdlcompl h.3033. Arwmre+msraeex cede hit,law.rern _ .-, „ „ .. At- s-1b,-1b, clMw6FMuve aew.emenwv,nua wOorMmm ...�.v.__4la-_..._+_--, walmum-Pch saaarEllp-. 303.4 Ramps Iced aran:estalleMerM--ht t635mm1--um urbH an Nemem. y 30 Changes!,level greater Man 112 Mm 113 mmf high sM1ag beramped,xre snail comply vent 405 or 406. • fes�33 L3 ( 4 Taming Spas 30623 Minimum Required bill i R'St atF N A 304.1 Gmerol WM1erelcedeararweis regmretl a laneknrenraz pan of a dear Roar spore Me 1.clearance shall extend 1-thes(4W mmf m!nlmuh, _ �1 a' •- Tuning spax-11 canMy witb 304. under the elem 1 300.2 Floor m Ground sudaces CIFPavntrM oFAxumxaMAOurt Floor or ground sonatas of a W-9 space sIW 1 comply w6M1 302.Changes ori level are not permitted EXCEPTION:Slopes rid Weeper Nan 1-0 snail be permned. Nfi-Additional Clesrantt � T-' Ativisory 304.2 FIaraGround Surtace Exception.As used in this semen,the pNase•Manges in level°raters bsuda[es wiN ii pas and io SIport xi rid,greater-15in-TI10mini beyond the avalabk kree<karar,ce at 6mrhes 1230 mm)above Ne finish Roof or bmpt hse exceeding Mat P-1-in secem303.3.such Merges in level are lIt required clearfloor ane ground spaces, ouml stall niche ronsideretltce Marerxe. ux06MMKT[O FOarAan aMd +0151 Carrwptnmlw laming sparea..Id m si-spars where people usng wnetichais and otller mobility devices man p--11yaids wch Nin wfied[hair fir euverm use elemenh still as H doors,fixtures,and ldephdnea.Th.excep0on pamih slopes IN sleeper Man I tit. - W4c3Stemm seAdM 3aaxsorl.uma xlsn sexes Ne.w.+n r.,�..,-.vm,rX. ..-.�.t•=•�.-...r•r time-.«.nyw.+- . Trerkng space shad comply vim 364.3.1 x304.3.2 a s!lai he 30ixM1es]50 mm)wke minimum. .e fry.er•...n a ti.ro r aa.n«beer rPecscW mwepsWrlydmpslaa dvsorom W rwmeayrea resmdpvroortlre 304.3.1Cil Space Tce clearam ( sne m swscwn.wnpeexawwgnamemmn60 r:mesnsn mmlm".m.ecmaonew.n 40353 ru few -- -plying space sM1all beaspace 0160 intbes1,525 mmf diamHer minimum.Thespare snail be permNM dude l to Il toe a end dearence xIV•Ix.wdyM hwM yn+^I'3.zmmmm;� 40 istx mmlnuakrur,ni1�wme+emme rxm d+MF e,rasN comply'ug wN1306. r.>a s.e+_rrrwr,a rsa•orae.mfe.IIID Genera Space antler an element belwemiM1e fin sn flooragrduntl ane 9'ncM1es 1230 mm)above Me finisnRaragmunE shall be crositlered toe clearance �� rli� 3M].1TrR,+pN Spsxs and she comply x'M 3062 ¢ 306.22 Maemum De ra�n r A • Beach rnmrw,Fapa9xFp.e TslupedserewmvnasovrNltsxsmmlswuemxmmxararrn;aril box 36Mnwslvl5mmlwae mnm,m.FaM arm..ex Tsrur tie pih tl �- l +xiselammmlnanrrwmnaxi,dxaxu4narN Mea+MNW.MMer of oasrtumcmNimnesl6lOmm)mnmm TM rpees pvl'MpermslNc Td 2.3 Mi II.Md e,NNd D,p1h 1635 mm)max mum un arm elemerd ' �� ~ '3 as/� ¢may .greet.se.wea'carr[eavrnpl+r,swbF alAuyvrrx ell alder,erdrebseomearm M ]. 306 2.3 Minimum Required OepN �6� 1 Where McEearanre-a ragavee almeemmlas pan ofa tlazrRoa space N Ina tlearenre span eamenmd,es(a3o mini Anmgm unser Me � s i F.._ .-�,,.. +,,.. Atlantic Beach Country Club .v demtM a y M 30621 AddAional Clearance Phase1 E} e i{ neacon5eemdtletleeranNceBinches1150mm)nryorMNeavailableFneedearanreH9incnes1230mm)abovaMeRnishflodragrwndshellndMr.+ Construction Documents 1600 Selva Malina Drive m 9062.5 Widen '°'�"'^er° ' cM.AwmR1A3,N6,r Atlantic Beach,FL 32233 • - 4 Toedaazance snHl be 30 1nd1es(]60 mm)wIi,mirmnum. ... m - r-m+.••��� �•^•�� Mxfa4r apcnesporeaguxv a mor ropra+•r.•v..-x-•-,�-ra„ `� '•�, and rpelpsvtlercxF.Alae''Sdeka OMmmlavren�r�.+`s.rl M1.rr Yrsnr Wh-han Niilsare tleda Irng NE- mining slo 20 Me nab tom wan 505. provi qwa pee rid Heave Nan l: ra -ply REVISION '• 3p43xme[rar30n Fxlxenmrl Mvisay 409.8HmtlmOs.Nantlreih providetl in devda cans and plaegrm Rll aro ria regWred to comply-e requiremmhix M1andrailsm O. DATE DESCRIPTION EKuaF 3M.33 amA walling satiates. 1 12-0-22 I SO PRIDING FSxArsp NaMx65eKE -fi�ai xsM M#:oep[r,raMenveen Er tx...Ys+.=+-'e.,r�---+Y•zr ry r,yc-.�- -.._.� 2 2,0.23 OD PRICING ar Floor N Ground Space f- 1 lxn adv 409.1 Generel 3 3-9629 90h L0 305 Cle iCPrme,mm Erfve:espr�xrs gun tie pen�ea s.�•4-rl�l'r� OOon,OoOrvreys,ane gags mal are panda,accessible mule andl comply wflM1 409. 52123 P'eRMR SEf 305.1 Gene21 i� 1 R1Alu I R� mmensen+ro.nual"Nmexwngmms. rr....�.« - -i Yej-•....y•aw f EXCEPTION:Goa;mOrways,ane gates eengned to beO...only by s-fty parsoil shill not berequired to comply wiN 40.1].],404.2.6. I Cies Oda x ground Space Mag-ply n,Ih 305 F s ----- --4�µ 4012.9,404.32 ane 404.3.4 Ih-,fi 400.3.]. i 305.2 Floor or Grand Sunaces �'`� Mvisory 404.1 General Exceplim.sePvey pelsonnal-ill M1ave sole coMN d doors 1M are el,g th,fa Ne Exception 14-0 would nal be F3mrorgrountl slslawsdacleaz Raxor grountl spec¢shall comply wlN 302.Changes inlevel ere nmpennMed. ^7`• 151Ma/ esepeblelor security per%orulel ti,aWMe N la people still¢habil-htle a0ovimg X-1t1h11elndependentesess, -EPTION:Sbpes IN Weeper Nan 1,48-11 Te permitted. 11�.1h r (+) t. 40/.2 Mamsal Dom;Doorways,and Manual GHes 1 are elea✓bi Norval doors and doorways and manual gales intended for user passage shill complYxdh 4002. lm e.w aamme+w�smr3o.owalTm mm„r.w,.erray4ek.wrllvomm,rxw,enl. n6wx 1013 �,I '^� j^ xNEacMAaAnO _ 404.2.1 Revols%mg Doors,Glias,and Turnstiles • qa inn • � Reyaymg xoom,reeoning glias.antl rmldal anHl not Na pannmam.eaaide roma. -ice - aE11,6w1px 404.2.2DwNeIII, DoorI-,N'les 3013 thim 1 At leastmedNe acOve leaves ddmways will two leaves shall comply will 4043.3 aria 404.2.4. C '€q k,eeue+ leiteW xsi,wresi435mmrmar r-•+�r•e+'r.•-... e--,.me«a-+r . iR330aevsxs+4 tillyrRxslr ux0ureuerFos,oEREAo1 4M2JOexvv4n _: f .anrn+llmra rara,Fwa+w,..,P..r+ewr=+mtoao dmrmt+,w MrraAe,aere.er4d.a.mda,.r.,mdn malxM[«ma.ma,m.,r+na adv eras ...I..r..m,.....-• ,.•�...... w�y....�•.w,r..�•�:�;=�,r�-1.,.«•r.. mwmzmxseenesp.30 mmf ineag5ndlMdssrrunm+nWaH,nrM 16'OmmmasmlmlNerprsM reach Aw,aeNvaM1nls3m mm;m+•=mw'IorereeAeepa Wsn Jsa.^A�r.l,x.•• -__ eeve:herMlgpr prauw,anaeralealxos mmlam aire.rwnrx3l�ndwslMsrmnlaboetM Mrtlbp alPalxn.4110 m.wlmeme Coco MPm pseeds la.xMslxSSmml.mea5nixereae Wlrbe4a,whn(t 1]ommlmvmon l:varwAeegkd]4 aras�.Aee rrrw+r!'44x aMe+ased+Mrrf• x9•ve'�e.�� a.�Nx.aFr--..w ls.Iwr+�rws�e,•l.nfl.. Aszr awsp.s.n.�a�r34.e1- -+cp�.rw•a=e..• Flcu1¢1asa xnTrsr�61[mrOmevmmrm.� C des ttEJ0.ORf.M]lINb EPAG4 AedutUm vCE81gN5. FRCFelKK35. rcnes;23omm1+N 2)kr:hnl6Rlrm'lekoeeerenlmaOrvaa,rte xee Mwwae Ad GRmuedr rNs:tx a rxea s xan Pv mmln heRr 305.4 Hntlee entl Toe Lleamnre ess10r exh aminal llMmm'r nrSM l rn nip d,wArgnuWrcs std tlare:4ryars A,:pe pmrMMwae36mmesml5 mmmaomum ado.¢IneMM rkv. ""'•w^•r.,n..-+.. ..I w e,umummoM rcaxeE new xlmsdnll Mlxsmaramr mrrmvMssap ne it.spa etl.Gex Ooaagmun0 space Mall NeM-G.to lndude knee antl toe Gearence cohil�N95YNr 308. - 1a613wYeN -.Oder ewsenamdm.EPa ....++x•we+,wly... 1. tril D6C rMe m,runwm zryemMepmsolf,.id„PEssrs Ax',be pern�mMldae Se.ncneslrPa mm)ma•mammmwna npn mewrlsadrFe Mvcr4egwhne vel tie xranaa xrr�t+.,e 1o51r•e.xm x=.r. TAx aX1w1 mmf a4PTaw.eae�mtaxdmewamprwa• J 1Mweavwx+wtw0,eprbwa,Paw 4wa AM beo4o-_ero4 Mew.•krrti apeMxeppnm Ma w+we. 30]P , , az nM �y1Nn Q rolrodng Ogens �I ,- POrolrudng ONjectLMes _ ,-y W General Pminbn9 onlerts Mall comply SMh 30]. �_.�.-t I _ 1 ❑ ---- - Is a x! � n :Idar +erFit _ � aP,l.rwrrxEkMmr i _! RazArE.M,3 J .r,me.dnFaaes- I-Gil � muRE 101.1 nm arwym ae n,�mA.lM _gal _��.L.1...�y cuARmpTx oellopawA EX[F,p aaM AA16 d ctr 4M4 f e w aIm _ 305.6 ApproaC, IroslsWn OF CFEAR FCoanat exouxo aorta ass �. p yN YYHr+Mnr,eengees+penm wneenrrvrcrodxen de exmenrxwsM Oe51RVCTEpxKMxsROE aFA[x 404.2.4 Maneuvenn9 Clearan[es n �v/,� One luA ulobsWClstl sitle..Ne clear Oeaagroune space shall atlldn an awesslPe rape pradldnamdser tlearRaraground apace. p.4ouMm l65rl¢ nnaraeJm a �eksnrranr Mem clad Midmum manewer6g dearences el doors arW gales snail comply will 404.2.4.Maneuvedng[learences shell extentl Nelull vdeN dUe eomvay 1 aMTa�m mPalm kmuaxYEPa nswrmwryrm,rryYamem MrprurWnyaysmw end Merequiretl latch sitleaM1inge side clearance. w .pis, s rsrroporang nnv,.,es ranarcaaamemwrwmregxsN.xrbaldex'axe.imrly.useprovnrreons Mmapm.rsvnaercraan EXCEPTION:Enby doers la bospnd patient moms sM1all vol be requiretl to provitle Na dearontt Neyontl Nelatch sitle of lM1e door. ❑ 305.]Maneuverm9 Clearance mors N+n4 ilrhesrlmmmimronublm Pxbdve2l,rcnn1685 miry N11Genhal Op WM1ae adearfloa prground spacahlocaletl Nan alcove droNenrise conAned on allapanol Nene titles,edtlNond maneuvering cleamnssM1afl Op ad pHs shallcanply wtM 309. U Ne pmvitletl in accortlence wiN 303.].1 end 305.].2. 3092 Clear Floor Space A tlearflar or ground span uunpyng with 305 snag be provitletl. Q ' 309.3 Height OpxaPe pans shall be placed wiNN one a more dNe read/ranges spedRatl in 908. 3x].1fAtlApprwaar r v Op.Opaatbn a eto.eashA bs36amn 015 mmlwcernwumrneme Operede pans sM1all be operffile vim one nand and Mall vol require OgM gresping.pinching.atwis8ng tithe wnsl.Tne lone required Mactivale depn exceeesxraesl6lpmm EXCEPT pans snailbes pinnas 122.2 hi maximum. r^1. EXCEPTION:Gas pump I-shall not be required to provitle operable pens NH M1ave en ac4vagng/gree ol5 pourrOs(22 2 N)max,mum. B x 30m� °��° °° 0-A0. 11 acuL DaNkF 1, alAxHwFaureawwxcem Ax ucwE.wawAapAnRwnl DRAWNBY:WRSIMW;MJINY PROdECTNO.:2022-352 ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES ACCESSIBLE ROUTES gsA2p�,ardor¢_ w¢xaxm,P.w.xd oxk.paw P+.+a w.exaw�.w en. ARCHITECTS ENGINEERS 409.2„UNon Liilhls 000wwWteuuw.mmlwsr9tsmrnwka+x�.w s..,a r�,� A .mNurwamntw.uwa mw.a•n,grl<.wxnrorrgtAigwtm rm•apr]..] Doors gnesmtl Side lights adjacent W 43iii aces,cmtining-eormae glaTh.9-h.Nal perms viewing NraugM1 Nepanels snNl nave Ne memo "' '- x! .• .. CALAASAS,CA 910SUITE 106 bodes of al Wen one glazes pane locales 43 inches(logo mm)maximum above to floss soft. CALABA9A9,CA 91302 EXCEPTION:Wsi-lights wOh Ne lowest part more Nan 66 i-ltes pfi]5 mm)frm the Rnish fllor or yopntl shall sol be requirM to comply Ml Trip-11a09.2.t,. AdaYery4m.ad[nmiae lkwaarweasnNa.cl..-- _-•-+_ -..- J310.670.9144 MILE@Bhepaecam mlla)sw'xyN°oaorzaMaam xAx[WFAr � �� r �R Automabcepas antl automatic istee Dari end Gaas wcew E--I comply wiN ID4.3.Full-powered alio-doors shall canPly,tt PNSIr13HMA A156.10(Inrorpaded by �a relooll..zee'Referencea Shekels•in Chaptarfl.Low-energy and pma-asslslEd down shdl comply MN ANSNEHMA Al B6.,9(199]a 2002 sou wenn m powwry eek-)ltclmlrned by reference,see-Referenced Soo--m C.,ho,1). � � - surc,atEars.ev6wsens Taep4lMs.a+ Alxrraa<n drset vwawaluwuv<ar) (r)awsmanaan rliareraa e4mil . 411931 Clear Widt d. ays shill proirleadearopeningd 32 kma1B15 ming p.ddm in pawtt--and p,w mode.Theminimum tleer Mtll fa automatic TyO.Mu� naespnvl+s door sys,ems in adoorway zM1dl Nbased-te dear opening mvidN by.11 11-,in Ne open positlm. g E- + raxaan li.rawalq a.xanre New U .02 M.-...clearance E%ev4orn evDuxowvnAra Ebol aMSnE65mm MotE<TroN F.OF F20 aaPrvaN okaaan aapatlidwmvoawy tbeyoM Nan WaaMenYnv+�1 wrF<oT"'8<na< Cmaran[rs at iii meansded-antl gates-�lyy 4404.2.4.Clea--ii of Xohb c doors antl gatesxi Aslansby powx antl N1-oXolatnzke P)Nvsxsna5 mmi ,n[nesxtpmmi EXCEPTION: egress Sidg,B. Y r Mau mmi EXCEPTION:Where automatic o antl 9dasremain-2.4.apower-dl mttlk-,mmol ce wit 404.2A shah not be requketl. an aicurb aaa.i• �t �, xam6aw w Tmmn, dx:romm+ 4lwaarnreandae ,« - dao.wwNapmmtewxtalpxm.wk.aayrwa-aN<wr•a<wwda.xata.npPmmladw ora! •• �t7`J (D SsS mmi LOsorv�ssrthro Oooro Thresndtls and A­level of doamaysshNl c lY wit 404.25. ��• AR 1E , rt.m hi•a.s.e •- 6DncK+l15]Smmr .es R,snm1 y %rt 401.34 Dom In Series end Gales in Series c�`J•� Y Nam lk3anir w - a2 v%n)e!t065 mm1 2Bepkpmknnn-1- Doors in sones and gates in sones glen comply w1N 404.26. � FRED PRC 404.3.5 Contras ry omd shall he localNb dNe arc d t.doaswin �` ,ryte ITFx Hqe BEEN ELECTRONICALLY n6rve0 rmnhnav44 -- d3 rxl.sO065mmt' sstndxsi56ommY Manually opine,Mcontrok shaMcmply with 309.The cleer0oa space Njacenl fol ec soon g. x44 .410 s[gpOevmwua R.BHEPPHIRD.FLORIDA Parnllima4a •, wv+dws ltsIDmmr xav,dnz16,9mm1 -_____--.y -.----_---- f xn - _ _ ONTHE DATE 04.36 Break Om Opening _ - a}xahrsn06Smmt ••• �-/ I Wheremmand gales wilM1wd standby power are apart olameansdegrese,le dear break out openl9 dalging orslitltgmmdna galesu +m DOCVNEM6MENm coNUTMSDInTAL V E.� E� sM1aY be 32 ind,as(BtSmmlmi,nnum wfien apxatedln dnergenrymotle. . I FRED BIGIIED PAD t.Mdt2 nrdrlSDDBmmr4dRttae Aecn a.RRke0. ' EXCEPTION:Where manual-1 do-oil 91111"'ply 409.2 BN servete same means d egress-1wM 40 x.3.6 shallnm be C,1vf OaeANUBt Fv6F MOT[c)tota SEP ND_D li Smm c�EaE MU5T6E-PED v, required. L ____ ■ ■• 409.17-doing Doo,,Revdmg Gates.end Tums les 405.10-C andhions NMM1xn&t ppnirtl 2.•aMela!wsltw mm;debar and Uah K P- ° _-�~ Rovdvirg doors,1 ing gibes,and W-shA not N pad den eccaszNle roma. flWll ee)1peCll aloe(bBPprdeOh d05.1 General LanEings sables to wN-hill,shall be tlesi9netl W prevent to acamulapon d water. DN:C Ali 3.Beyond h+r{<zde. Rampsm ac BN.,odes ill comply wit 405. Erill. ePae.rom, 106 Cum Ramps William R r.Nr•pplwd D pphird EXCEPTION:In ersemdY areas,aisle ramps aejacemto sea5ng and oar serving elamems required 11 De on an accesW11e r1ute shall not be requiretl - PLotlat»,CN=WMAem to-ply wM 405. N She Cmb ramps-acres ale rotes sholl comply with 406.40521dou91t 405.5,and 405.11 DNr}d480 X • i.Md6nOxsrlwmm;Phm¢ora4hd _ - ----------- NESE i Nmb\Y t^R aes[ar `a- 12n C .Ev ^.___.. .Malrw:sNEMearmawtl Wrmts«M�nanl t3. a � r -_------_ 18 mN '--.. .rte-€ w,---IF,---.-'. ...f,- •.+..._,..._ -..«.- Cher akbwnae•xwg Mas ane roap.urlxes<mretlaarfaAa• rs � !1 I ,____-.!v �� � Eie[mpx rneazla9 r.m YMzrrF.aMjuum.mm •�Ih.t��. ra..pr nakprsm sNrrrze:sYW beatre sam•N.el 4jvh i Sv rJ � �I) 1 rre,+fl1'm.msPx<tm..uem . r y pbck.l a Mnga.oplpec'h FbuM 9adsAa �� + Aevvmyw.aslape ra a,xnv<Mxe d<wken maluan woMerzam•xn Ne kaapmebk n+e � g� YI r a MAxFWE9lxe ccluuNctT AT pOOAW ramnansMuuAnraev�M1.-OuaxMxlon eaane Reserusa Pe+e� m+es•Rmt•.nR9eauaseo zrruad sunaN mmRyr �.__-_,`� ArsMMour ppovs,worN6wus,caTEs.Axpsapw¢ovoa � 2 0 -CutD temp oboe l () ktAsowuM Mara xpaEaNp MFroNexMtNevR[waPIN¢S.AxpsACumes rt¢urs was hln rlpprpads,plA" avrsyao�et,pvr- nu...s w4u.e lsr..seeua x°Pa' Na+khl'^'� epuxtveuprE peswa[6AolA[EsrtTo eau EAEsr• qurwaxr.i tlewxlrr.Mlawd wP4eM na)Eepra•4l swwnwry Wunam wNxn lB,rcM-,NSS mmi Niue N:msce oraeoorwry RgectsmaebunknMws Laarr -. 3<xnez RSmm: GDs mmte4)ard.w oaatnes a..w.<eRmmmrwrrern.Nr<dm<e®rew• •-. ,,•� Sleeperdat,a]bR mt+seeperlan mol drcaskramb¢ar� - f _ akkayr4aw.atram.a pe�,ark 6aa.Aeaa am[.vs<4rmepa[4memaraMwkem aa.,w<a xnxna ���I V T€� = aeyaarr dxmw�,.,r.rPa•seam.aaeaPw�adMar<,..¢amamr4awad ,_A:„p<er<aPerNaa:,r,Pran;mrad. _. . \ _ vwaiJrf+axw Teas r - 4 v• r _� - - - 405.3 cross Slop a.a e ---- 361RiN ) $ .f.., x'a C tE Cross noPedrzmp runs shallnmbe neePer Nen l'.IB. { QOvisoryoloo.r(L Slope.Cmasslope's Ne slopedNe sudace pePendicular to\he tllrectlm dOavN.Cross slope is measure.Ne same way as J - - -� `\\�I�'+11 �L , elopeia measuraa(i.e.,Ne rise over Ne run). _ � �_ •�: .d FloarorGmund Suda[es 67 (d) ( Floor cT Eir-d.dams of-p inns shah comply with 302.ChIlig-n level ole Nan Ne Winning sIEpe antl close slope are rid permitted m comp r rlantic he Mwaw a'i'la lI rare. rwuaEwa3 a Beach -b ' pWsa/aYlNtic�wNYasr sBB epPIOBf11,pun r+r se 405.5 Clear WitlN The dearwitlth a,ramp run antl,where handrails are p-b,o.le clear wid,between handrails AA be 36 Ili-(915 mm)Thh-m. smaoscvM¢Axa. -------- EXCEPTION:iemployee work areas,to required dear witlN of comps Thal are o pad m commm use cbculaaon pals shall be permi-to be Atlantic Beach Country Club _ r deveased work area aqui tletl that le ae B.is eseendN to Ne function.111.oro.hein -oil, Ixa by pmentprovi 9Pe -oiii,-1l Phase 1 p------------- -A (' Lal... shdlhepmvieed al Ne Wpsol[ur62mps.ThelendNgdem lerrgNSM1all be 36 Inches(9t5mmJminimum.Th.laNing Gearwidl stroll be {•� t 405.6 Rise al least es wide esNe wN remp,excbding flared zides,leatling to Nelaneing_ Construction Documents �/ Et pts Tho...fo,any ramp run aM1 N 30indlea(760 mm)makmum. EXCEPTION In aflaations,lMtte Nere is nolaking elletpdmN mmpz.rvN ramp flares still be provided aN shall�rotNsteeper tan 1:12. k Lr-----a• 1600 Salva Marina Drive be sh C.-pi,Cth.fi-smo,V,.B ps shell be laca<ded so Nates n.1p rigs,exN-ii flares rid-Thiiia[es wperlung eAtlantic Beach,FL 32233 .­size psalm gs all war ycomain gany ___ 4 `\\\`y'lll'IIIY ww^RfxkumPHw»�•Ids.). }__ P6rstF 4pt2U 406.6 Oiagonel GUN Ramps REVISION Oiagonel or comer type cul ramps wMh retained robe or oNttwelWeSnedeogee shall have le etlges parallNm Ne eirectlon dpedesNan bow. NO. GATE DESCRIPTION (9) to lsuvettw¢awhw¢sAT¢Ec�vvpvas.WO WTFs 'y )MMalp ea+p tMeo mhaea+aY Werip+Cr+rYn narmonuna<ar<armKuMalepedxtvMrrotmmh�rywmanoldu The boBom ddia,.-dmramri snail naves cloar span 46 indtes(1220 mmJminimum duBltle active traffic "o -I way.piagonal cum 1 1202-22 SO PRICING taw-pp h.pw sda A .4 torus e.r mR vn Wy ury gr mu•cw[mu imp mmsra wunanre swpo daa sop all mw gN erne, amps Rov see ar maMeec azingsanallp Ovide Ne 461nNea(1220 mmiminimum clear spa es Nin Ne maAngs.piaga alwbramp wN Mtpeappmxt.pbN ode non na•r alar<nsalerwaas.ANwlNmgrsrwed a,tnexmzbx4oalopxmE manawnry WzmrtxrtaNf oov apxem. hared sides shell naveasegmed oral 24 inches(BIO mm)Iong minimum located an each sitledle curb rtmp and wNiln Ne maAetl crossing. 2 2-10.23 DD PRIGNG 9 330.23 9D1 CD -123 PERMIT SET 4bi 4,4 Fl.oro,Gmuntl SUnace T-d Floor oground sudace whin requved maneuvering tlearenros shaA cwrrply wil1 302 GM1anges m IevN ere rid permled. I 40] by shall ElPly Elevdors r�----------� 407.1 General r A� EXCEPTIONS: Yw oxr x'� y MI evates mmwbh 407-wit A-E A17.1 b-Toreled reference.see- blood SWNalsi CM1apa,).They mol be r C 24 trot Slopes trot steeper Nan 1:48 shot be­- , Imo. r.ra oil...gerelook.rsasclasskedb)'ASMEAI].,.Elevala operdiori-lbeammadc. 34 ) G V Chan9estkva d hi-da-m ply with 404.2.5 sM1all be p.nntM. �. 'E� f aro tllxarw.tY�rwM I Advspry 49]+Genad.TheAOA and ole,Federd-i gdsiw reWh,to axess de last-bo manlaned in wamn9 oln soNat ley are 4Lx.25Thresndds "-" e[[easNle to aN wadeb taepeopleN (ended bbeneN Buldn Ne ASME SdN CoOa lm Eleverrors antl Threshdtls,d Rowtled a[doorvrays,shell be 112 inch(13 moot M1igry maximum.rLisN lraNids antl alanges in level d doorways sM1all comply wMh Y eY ere m 9 sorsa,sNu d rime trial y r° Esaddnrs mqu:ea rwfle maimmanae aN rnapacbat:.lsdalea or temporary lmermpt dna n6eN ce soak madanance pr regatta marhe ria bltaYaaalrN:lldwev<r.faaurem,ake Pmmpl aeianroenea rapairs<amd nalstiWlea.iaauandFaaard lava al.se r.gdremerla. ra (h� EXCEPTION:Existing aalterN Vveshalds 314 inch lt9 mmi nigh maumum Nat flava abevded etlpe-eadr oda Mtealope ria sleeper6xn 1:2 40]2EIE-I-EiiiR.gtivehb- IwrPwl�rara aldAm 4 bimplBoBG1,.Poll!Poll!aldB shdlndbe requked to..Ply wit 904.2.5. �^ 72.1 CaIIC El-hodhi9anwsnmallmmPly-401 IavbxaMMrrNaawkan W WI I WM1ere Navetorrall buttons or keypads am Rovitleq Ney shall comply wil40]2.1 antl 309A.Callbtbon-lid-modorllosh. 1 wxW Y+rwkYNxlMa aW2sovan MSM.star 41tt b fain lteuM4os T EXCEPTION.Edsang elevators shell be permined N nave recLssetl call W rims. Nawa.m.twaeaP oawna.aaaaawaabrwaa,.xwmdlnnvoeat,mmmanrw,rl�<xuldeawnsaL�artroemm ct< ¢AueuNdxas __ 401.21.,HNght 24 mkt i�-mm _T,G' � CM buttons and keypads sM1all be lorded wbM1in one d le rea[h,nges apec'rfietl in 308,mealred to to cmledme of to NgM1ea apamble part (V= E )+POP` EXCEPTION_E+i55ngcalltMms ark ewsting keypaes shall be permNetl to be locaUtl et Sl inches(13]O mm)maomum anove NeGnisM1 floe, ;' t r� Troop sNYmnxryrwh312.crxpe mkvdxerapeNxa¢ measured btlre cllmedlne ate highest operade pan. ___ _ aeegrrM)biu'"tr pwa.n<E. IP/.21.25ixe cw dlmare anal)be era Nm(,9mmlmNlmum tole smallaet aimanaidn EXCEFrTION:Eusdng elevalar WI h.h.AM ria be required to tangly wi1M1 411 4-i _____ lanixrxw.dRlv¢benkaamMadx..hn mmrrnkadrNto+lreNbR. ' C 40].2..A GGround Gear Flooror Space ta¢t A tlearflaii,or groom space complying wkt 305 shall be pmvide0 at caY cpntNs. MSI aDC408chpull aide. D) �A m�e mJr.ks tnN'9Nn GYrcM1es,,525mnsw Advisory 90].2.1 3 Clear Fba or Ground Space.TM1e clear Moa orground apace required d devala call dotes man remain free dmsW cions VV indWing Abili plain,antl Atter decor oalanents Nat prevent wlleekM1air users and otlrers from reacM1lg le ca bM-a.TheheigM offs J Opo.PoL+dad wth dower Wdr aPpatlr,pleb aih cor or 9rountl space is.msitlerM to he a vdume ham the 600rto 601nches(2030 mm)above Ne poor.ReressN asM1vays should nm he ).pore.dresdm Tilacednear EIB-call buttons B,Nat p-41.are blind a visuallyoo-do nottativenently mnum Nem ordxir[-tools as ley resat Q !bu¢Ed.93.e eayrmxrlvybrcra�M.w•rrrwwnlvkv,a.s _. .. fa Ne call drlWrz. ', Tlio-bun-the l- �1 pOovstx sores Axp eATEsmSEn[f pzySp qyr 2tha Vecdln shah be locatedabove the cell bunoo lel Basi •.. f Mac dpawxaN x-eeagscelr ma mrq hm.wnvnetne.eg aeanrces req.m yaoa2..me aa.S=roll x pem,na towaUp me wqurteurknxawa n- ep o 9nales to dawn eiremian. Q Y =� EXCEPTION'.patinaaonadented devdm shall r.d De requketl bcmply wil40).2.1.4. 40.1.2.8 Closlg Speed Ativisay 407.2.1.4 Localion Excepti-.A des5natiarronenled devdorsystem provitles lobby cormols.nading passengers to select flow slops.IdWy poor ark gine d-og speed shill[apply iot 404,2.8. 405.7.1 Sbpe moia as designding whicM1 Neveta oo use,and a caldi[ator tlesignaWg le floors al whidr Ne tar wiY slap.RespoNing cars are Ragammed for 404.2.8.1 D-CI-ars and Gate Close, Landlgs shA comply wit 302.Ch.nges In level are not pemlNed. Im eMdancy by Noi le ii-ba a stops any passenger experiences. J Door dam-dgne dozers sholl be Njusle0 so ldhm an open posi4o -degrees.to ams required to move th.door to a Posits-d 12 EXCEPTION:SIT nm peeper Th.1:48 sM1Nl N permled. 407.2.1.5 Sg holt 2 degrees ham Ne IatcM1 Is 5 secaks minimum. Gall bmbns shall have visible signals W kNcste when eadl WI is regislerM and when each cNl is answeretl. FO 405.].2 Wilt Ns TM landing dearwidN shall be al least as wide az Ne widest ramp run IMdirg 10 to bntling, a�yy 404.2 B2 Shing Hinges EXCEPTIONS: V vwa.ildnn� Door all 9-spring hinges shah be adjusted so la,1vm to open posdmd]0 degrees,Ne mor or gate Shall move to Vx dosed position in 1.5 -cliti-anenlM Nevdore aM1Nl alts requirNbcanply Ml4ol.2.1.5 Rovitlea tat vizide ane audios signals complying wM 401.2.2 irkica8rg y^ e 405.].3 Len9t Eid Eelevator car toenter are provided. s+euxeaoas a+ recon sminmum. TN landing dear lengt shall ba 60 inches(1525 mm)lon9 minimum. Fasting elevdare shallnm be required llcmwply Mt40].2.,.5. w 404.2.9 Door end Oda Op-B Force ].4 Chan Ci ob- xxrNmxtzcleMuxv¢M wwuusMx¢rrv6 poOM1SAam6ATEs F mm shall have a minimum bowing bice allowable by the app,,ph.E atlministraUve aotomy.Th.(orce(-pusNng or puhiih operraeoor, or Ramps lel orae tlirec4on aetween loos a,londin Il nevsa4earlanEin 60 indtes 525 mm INmumb 601nches 1525 mm 40J 2.1.6 Keypads +✓ gibe mho Nen fee Eoo,-11 as folbvrs: rge 9s she g (1 fm y ( )minimum. Where keypads are provided,keypatlsshll I,-esbndal telephone keypad smog-lo aN atlNl comply wit 407.4.7.1. m hinged dam-d gates:5 pounds(222 N)maximum. 405.7.5 Doonveys U 4 3. Slitlirg or loltlbg tloars:5 panes(222 N)maximum. y j p Ing.......A clearances re db 4092A antl 404.3.2 sM1all be M,o-i 40].2.2 HaI151gnals Q Ekmvr hinged 1. sM1all bedesignetl so tel sum doorscanbepusM1etl ar pulled open wTo.Three-t exceeding 25p1Unds(3].B NI. Wboold Il rare located ad acentbaram land g quire y permin sole Hall si vTheseforces do not apply to Ne farce requiredtraVam lawn bath ar tlisengage oto tlevias tat hots Ne mm agate inaclaM pork-. re1ldred landing area. goal,kdutl.ng in-pttsignds,.sM1all comply it 407.2.2. visory406.29 pea and Gde OpmtgFme.The maxknum face pedalos to to cwTtlnuous applicedan elate necessaryWNlly openavoor, 4058HanOraik 40].2.2.,Visible and Alible Slgnels Am le inkeltorte needetl to overcome le tela dNe d-r.It do�ria apply b,he(ace mquiredmrebatl belts into tlrsenBage mherdeviws Ramp Wns wilhanse gaster than6inches 050 mmi shall have haMrais[Emptying with 505. Avisideandaubtil.aig.alshdlbe Rwitletld eacM1 haistway mtren<ebbtlicate whicM1 cars anawttingarall and to[ac's tlire[Bon dtravd keep Ne.doe ins dusts posbim. Wherein-car ngnds ale pravidee,to shell Nv i,VimleeomartsadjB,-bNahellrollhobos, Florida law,s 553.501(61.F.5.,"bill requirm-Es Wr exterior doe*1-11 11, EXCEPTION:WMWn employee wall areas.M1aNmlls shall rid be required where lamps tat are part d common use tlrwlaaon pats are mng,a0 b permb to insNilaaon dhaNraie complying with 505.Ramps rid wbjalll Ne exceltion W 405.5 shall he designed to maintdn a 3E i i;(915 mm) EXCEPTIONS: _ 40.1.2.10 Doa and Gde SRfaces -de and Boob.s'gnals shall nm.hi,,W at earn tlestinah"ononaRaa elevate whae-iii antl audible signd cmplNng wi1407.2.2 b cilSinging o.orand gate s..-ms,un 10,11hes(255 mm)oft.finish floor orglrsuN measured vertically shill haveism-N sudace-ho,push Th-- wimh when M1andraiz are inzWlletl. plovMed lntlicedng to elevator ter designation infmnaapn. side akending le MI width ale tlooror gibe.Parts creating M1onxadnl or veNcal joims in lase sudace shill be wMM1in+1+6 indi p 6 mm)of to In easing elevmore,a signal indicating to direction bf car(,vel shill not be required. same plane a Ne oleo Caveies coaled Dy added Ncx plates shall be rapped. 405.9 Edge--, Edge Rol-complying wM 405.9.11,405.9.2 5hdl bi,Rooked-eedr Bid,of ramp runs and at cam side of comp landings. g EXCEPTIONS: EXCEPTIONS: Skdag mss shall nm be requiredbcornply wil409.2.10. 1, E Irdlnolli-quiedmmm Temperetl glass tlom niNart s81es and M1avinga bapom rail or shcewvM1 Ne top leaving edge WperM at 00 degrees minimum from to�are-Irl dg prolamins o Thalareria rsquige,bhave M1aNrrdi anehavesidesromplyin9 MN 406.3. sndlnd he 1quhed to mem to 10 intlt(255 mm)b000m oolot Surface hNght,Isquloarh- 2. Edge promogan shall rid be regsmed int to sides of tamp laNings servFg err Mloining ramp inn aslairway. /� u DoorsaN9.flat dondeA.hotowhinlOindlas(255mmidie6nis,111oaorgroundsnaillot berequirN(ceoohiwM401.210. 3. Edge prolate-zA,ofhW berequ'votlEnteskeS.p-ihi401.7.ngaver6raldropafld1121ncM1(13 mootmakmumwithinlOtole O n O v A ■ Emo.o oorsandgalesweM1omsmoatsurfaceswortslOinMes(255mmldNefinlsh0oarorgroundsM1all�atNrequire.tRovidesmodM1 (255mm)M1mz-tagyo,NeminimumlarkingareaapedfiMind05.7. H I L surfacescomplyingwit-.1111provitletl lel if e0tletl Idem plates are milt-ol.ca--created by such tick limes are rapp.d. SCALE: _ DRAWNBY:WRSIM'WIMJINY PROJECTNO,2922-352 ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES ACCESSIBLE ROUTESd­11. BO 6FlushComds ARCHITECTS+ENGINEERS Advisory 603.3 Mirzas.Astgle blDl.gM mine can ecwmmotlneegreeto number of people.m4ueing 4,ildren.In oNafvmirzvrs bbd usage FlusM1 conlMsenag be hand bperaled qr eUanaEc.Hantl Operated Hush cvnbds snap cvnply wiM 309.Flus„conVds shall he laraUamMe^pm by padple why ere amN-ly abl-IN who use wh 01m,Me lop edge Ninures ad.ld be 74 1-11(1980 mal minimum hen Ne floe,a side N01 waLLvclnet Inept in amWlabry accessible--ed.Implying w d,fiO4.8.2. 28$60 AGOURA ROAD,SUITE 106 _ grou N. YneLp/na,.0 Advisory 601.6-C.has.9 plumbi,ilvalves are ldmbd directly hehdd Me loiidt seal,flush valves aW rellUd plumbing can cause injury., CALABASAS.CA 91302 603.4 Ca.Hooks and Shelves imbalance whin a person I...aa,apainst Mem.T.Nevem-roil,.,.,imlNed..the plumbing can be lviceted be hind wills or b he sitle. y2.lz]wxNa LpxH FdvATW CONIxtteVrION IDEMti1GTWM1 CON hooks sbap be le,idetlw Nd..ef Me 110 Id,11 speifiMin 30B.Snelves snail be located 40 111he5(1015 mint minimum and-d- Mal.Iled a K approved by Me local.-Y-19 p1d,diWm.WIWea laNt seat lid. 8 370.670.9144 Q1.9@0ep-ae,COM (1210 mint maximum shove to finish- wwvs w ••+.•ew....��..r.r.w...�•.�.....ace�.�.....r.......«....n..w l... .� -�- eD4 water aoseu ane Talet ce,rpanmmts WOa NGldseerts vree -1ne vleLx wdtlx dwnun snot I Inc.mpartrnems Nall campy syh 604.2 Mrmgh 604.0. keaa9lxawn +b Ikpwwerssnacm Nr✓a,yp.m a%[ElmOxs l• . _.�_© �,r•=+ EXCEPTION:Wamr tl^seU ane mJ-idderdn-fdr-d-liuse shall ba pannmed to tanplyy 60.M1.9. � Htdn pN•dw•^sosxa mxaae.aEuears+OrxMy, rya rertxsyrb.rmtt'Wp.•M1w._:me - s.uunc-,s•srx+e¢aa n_I_Na I ,�►. ,Mr_ �w°° rotM m4M x�,.mx 3 a�mml.w w x�3am�PtS m4mwW n�. . m,plyw.m,.2Si pNI,Na Nmp„plxeaMe ' 1 the wxn a.n we NlxrxWrwd wtdawiup.m.su merwaielumesne.ire u,v.x.amewxr 4uesxunN•a OF F �� .�,� I 'I' .. ass mmdmamum horn Mesidewa•I or ardwsl/dSmmlHxNmimtel4iroiN nn�. 1i{ ��09 Is+^is.d.exw.tNtme wxr dmN alriN 1:irtrw1430mm1mn•mxnxq e9ntMSR6mml mwiermrrprirmextlew° Alp • w ,pxv0e•k Hn amd<atmxaev3k,u xawnPxrrmrtsRa,wdn4dAS wxn[blah Yxltr,,wild fa a M4wW a ryM'IUW,eer.a[ 1 AR no RED_. i�.. n g .t,oroRlox n,11Rsm•+. w.s w.r iyL.rlx IYa 7' 46. LCEnsEMn ESTANP 5H0YlN USP N. Oxl w mGxR: w3GHAERE.PRIMED OPIE6DFTl6°mE N1 �' 'wlraiM,tr xeFtBrAWI ptaNnast, TT MD 1-11EO 410 PIad.M LMs .laRraRi mlllarrixal trspExseR YLf%A O1­L1C edId CIPES 407.2.2.3 Adae,Signals wYr�iw yliw Audiblesynals sM1allsmn0 nice late up airecgon and iwim In lne darn dbectlon.asnallhavevisNal ann......mt heidme Medire[li.n. 010.1 General MadeeOaS fiO4.8 Toilet Compaammis 0p4eq apnea by el.Audible signals shall nav .qu...y df 1500 Hxmaximpm.V.dNI a.undNl -1 heque,cy.300 Hz minimum ane Ptd-d:Ms shall-ply wH„ASME A161(1999 e,-x2003 edNvn)(inrorpeatea byreference,sae•RNerencetl sNblards•in ChaNm ll. WArtR ROSET FOGTON WIN.1 it accessible Ia.rompammenls shell meet Me requhemenU of II.A.t antl 804.8.9.Comparmenl..hiring more Mane plumbing Me,,RB WM 3000 Hz ld mum.The.-Id signal and-e Iamm�d..,snail be l0 dB minimum above amdent dI sM1ell n.exceed 80 dB,deeld-al Me P:.bdd Ms shddldee N admda.-epnmted ebl shill pr.Wd,.....Mlid entry and eA hem Me M1. I—shall comply-603,Ambulatory accessible mmP.Md Al.mplywilb 604.6.2 and 604.8.3. DN_C=U3, hall_I AEYiery 416.1Gm.al.I^clbred stairway 11,10M,andin -and vertical Nagerm III,de 1-ldee for sir.-e-ee vertical banap.afion. 604.3 Clearance Errills®anep-ae.cwn, Becausemamessiderale requires ed 80 incn(203D mm(v.NW deannca ore lN,ld be biked insedddg IM l Mey mayrxd be equally Cleennces a,Nmtl w.e,cln.s antl in lNlet compar.ems Shap mmplywiln 604.3. 601.8.1 Whee IN.,Accessible CanRa l W lliam R Sapphad O.ShejFhd EXCEPTIONS: u' Wdforusebyped,1usingwfieelcheirs end people ssanaing.Ifo fih aces flat p.vitle 80 incli(2030 mm)vertiW dearancc,Xcanna ha Wneelcnair accessiblecdmpdeddIl snail tw^ply wgh 604.6.1. Afso_,CN_William Dnd,dN. Hro ted N...tes ihdn led diquiretl e,-ply 40]22.3 provided Mal Me audi.e lone and v announcemmtis to-eas cdnidered mrlN.accessible mulannew consWction. W11yra RSnepaid dd.le given al to cell buebn.r call buffo^keypad. The PDA end.MN Fedidd.till d,.11eis require Mataccessible IeaMres be maintained in oro ,b d,s^Mal Mey are ededl-,le end usahle ta11.t1 She Oebv'2088;05.23 Existing-iflacIN.detberequi,xli.tamely with lire req,riremmU la haquency and till range.audible signals. by Nose people Indy areinteMed b benefit.Building owners are re-NidMat Me ASME A16 Safety SN,dxd f.,Pladd LMs antl SUinmy ckxamearpu,p awxn siyxlNb N60vRM!1535 mmimv.corm meawt'perperidtWw M1.r°,nes.Je wahaMs6na♦eaD<^e.mmmwwrvnrrw,v.ed g82&2V0T00' Chaiyta requires deuton Idid-......lnspectl.a.IsolaUtl e,UmpaderyinlermNi.nsmservita duet maintenancearepe,l may be Nrlxak[ulx Femlherexwaa tvFawtpu x[eske[xnpw,me"m SitaN6pinrxs-ASIS mmlsude mmim mrreasirrM perperia„M 1p hes.MraY[,rr456arcta,tL`mm14eaPnw--mnrrw ora 40].2.2.4 oMeded-I, unavoidable:however,feiNre Io take prompt action b effed repairs eddid cons[iMe a viola6.of Federal laws antl Mese requirements. Iurgperme4NxmMem ors wh ekxarxmwe[mpw,mmrs EacM1 tlea0nafim-enmtetl elevate,in a bank dl aevamrs shall nave audida and visile means for tlMerenN.ion. +seyparpa•au4v utMxx rxa.rW 59ennWs]ISN mmldegnwwrrvn bW txmpa.ettm 411.2 Ree,senates • _._ _ ma,n,.aw,xr.oxNm.,ne.ep.r.wnrrxt.mero caw 402.2.3 Hy Signs Floor smlaces in N­fills shot ramplY wM,302 aM 303. Signs at elevatoleld.r­,lshall campy wiM 40].2.3, 1 411.3 Gmr Floe Space xMmymai.s.t sxe.TR m,unwyetermuxm nrMnrugnmemsepwaed atx apmm oral,rdreardu•u.mwxrww res poweixtew•r Clearn.Nspace In plaMorm[Me Snell eomplY4siM 306 E� - dash.tr.sseattanr-[GamruslpbarYdu+prix,tlksmaner 6n-.,•resrrm.flan,res.e.rgraspet+NxFa3)ftivnYpx lrtnh[swrgxme[mere /niit ptrru..yi.tM, 4104 Ragom I.Rwwxy CleannN rve.+b"[ru^B^e W'eS smumm.N HmP.4Yv�er adircn m rxncrmim idWe M�ereyusrw.ez Cm.�nwmeevme ibadxywam[amMs8r6 Al32xd ad14tsba•NprwWea.Nd.lairbsNakvxarlxmxiwrrewxn Bmrdes6rursxeau, hind mink The deamnce bekveen to planorm vll and teedge ofany runway Nnding shall betindn(32mmlmaximum. ..t evade rte minimn4pate mu ene•ns,ns iru.N mrxxtrmilsmmartdex4W N Nwred r 'r .wee,d[a:xe cane fa mir.ww,x ileo In,i.xr x,tw.y marl,•!ad•. rbwaRrzaro kxk.rdiWbrNrarmawce:kr[nralsl m^Hrrl^m.rnr.inner,..s.d,rxF.wewdrd.nevar,.•waxur mammlrrr,N l ____ ____ Con.ds C. O.nable Pana for plaHom ihs shat comply 309.wile 4 L gD fllFl d _. �ss•. t,.i peen safutn FlF0RF 6p13.1 �(�(��J�J 4f ES iLdewn Warwphpw bxercrppaerapnwMdeesayxtsmmyiywMaot inms9xllrmrz..°pmkrl0 secwNsmn�x.:rrr Frrndmzampres Sint slvoF uuwxx[[xTwx,ExuuYTs I � * 2K- .mw adwwM M te,5mmlmmnx �. w pm�a[w�w�nal�w na65 m,mM dere ' C .' ..d ,next o wWiia.WDao.aawescowed.[d:et,rwcepnn.ammrawrll,mns nn.neon,o.into ddro `�_._� ` _32_nWl_x mwreexMtMarwxexaN,nexxerzstses aiybep•munrem mrbptrwwele.Msec dddrd VA Nd,dspmwswrt.YruWr'4npmal ors w termer, I rad exW.aaatrw x,terodrad.wtlaxwnr.a,a.e n.rF.•B.,arts.a.a dwranw,Lrwd wm�.r rdnxws>e.errnaslnrNs.reew,r.,,rr. I -! Bteiuuml3.t radMvd 4rroFrr.uan drYr.rMnywm605srai:Nlxm+Bad.tlxrw wx'taxMw N55mmtno-vwadxm Mwxndesxomedx L ■RL• 4 ♦ MrC+ ROOR.aaRAnNx VNlAwsoBF,eaRlVvtymwAY fxIRARces w,neHeriwxeex ore wxn sbxtw mmensltepB mint m,imimnrewrn svFeirixux kwnitwr_wIL �• r1iMW�Rlrral sWE�awMil.rr� 1. aWelM M rax wMYwyl.13Sg1•erl,y.w„m Mdpdrte Me,ai.reemnpxceECrenyr•.,mrt.tie wxerMx,eM1ewaa-Nh4an+w wxxu.dwraaumrnieuxri 407 3 3.2Car Dea9nations -« DeldnaVanodenNdelevatonsdallible-IeNNle raritlmiMceli.,comNyirg wiM]03.2.batlambs NMe hoisMay immeaistely bean Me Hao, pledOfm E`� trw,rre ndeaeor wide tlnr.an KK11S�s «as rxwwrwxarreamrrmxnrwu,urarr BeachAdantic aesignati..Car e.sgn.i.ns shall be provided in boM UdiW rharaclere ane braille.ia.ile damden snag lR 2 in[has(51 mmJ Ngh mirrnium. .. y' vartnrrr+.a°xs,xxxxkinem Nmwae.x,y wyar..�«car wlli••x,.....:. 40].3.1 Type - f -r urruro+snrm,ardaM..muaunmat.Nti-t••k..- -- - Elev.o,-IINiall betehOrh.lal NWin9tW1e C1191e Wlbe Ndh1Wed. J r MWrrmeer end+loon,ls.[nm.mr ra..rr••x.r xl a.�l•ar..•n10.r-Irw.r Lw,Fe sero wtr.wx�a nn=r~IIr�F•• apdm°°^�°°a�^pr.•-_ � w,'"'�a4^r� __ Atlantic BeachCountrre Club 4023.2 Operetidn rmipy+g /Oa`2.;1 uNia+rad c-Bxl„mez xde°r..r.r -w.-_,.rw..__ Elev.orM1dsiway and car tleors sM1ell open and tlose automa6wlly. RcuRF/tbi y,. �w� ��Y,+ �w wJ Phase EXCEPTION:Exiling manually operated ndistwey Soong tl0ors anal.he peMMed provided Nat MeY complywit 404.2.)aeW 404.2.9.Car dour doing shall nor be inldalM,*I the hoi.ayd.oris Cmed. C onstruction Documents 47.33 Rep9 _ O 160O�S�va Manna Drve darsn EloAtlantic EeaOFTL 2233 e,nadWly'rfbec.mas.bsWded by.odj.et rpen.. ExtEPT1ON:EPLUMBING ELEMENTS&FACILITIES R.DR,maz,Dc - 407.3.3.1 Heigh .,where mferencedb ere 'emmlln tis code. The wort M1eigMaew.er closet shove tefnisn floor aM1all be l]ncnes(430 mint minEmum azW 191nchea(405 mint maximum measured to Melop ! 4 17 R1 2- DO P-M 1 SO NG tle dd SNI M activated by sensing an ehsMrcN'en passn9 M,mgh tde opening a15 inches(125 mm)nominal mtl 29 inches 1735 In.)nominal I 601 General NO. DATE DESCRIPTION above to fibah floor. BD12 t Snipe els 411.3.3.2 C1111 TM1e N.visi.s efChep.,el-apply...regdretl by Chapter2 y Quk CD The device snan not require NysiW caRad to be activated,aMdugn c.Nctls permivetl b mar before Me door reverses. .(the seat Seats shag nil bo sprung to rebm to a IMetl posNon. 90% rvG ] }30.23 PERMIT 20nnidg FwMainc EXCEPTIONS: rWucEfaal.eS 52323 PERMIT SET 402.3.3.3 Dumti. A water rlosel in a Islet roan bra single mmpam accessed orgy M,ougn a N-Nice antl n.fa�.-use Npulit use snail nil be relid- Doe,deepening tlevices Sha roman e­IN20 seconds mietimum. Dmi,i General to amNy wM1M1 604 4 wsELcwuRMtNuusialEi[PxeM1MFMLV W3 DnnWng f.uMaW s Snell canDly wvlM1 307 end 6G2. In resitlendpl dsvelllry unXs.Me height N waimclme,s shall be Ixrmine0 b dee 151ndres(3fio mm)minimum and 19 W.M1es(485 mm)maxlmNn 407.3.4 Door and Sgnal Timing above to finish Hoar measudetl N Ne Np.Me seat 604.3.1.9 11le Ihlr The minimum emMepNble tune from noNiraBm MNacar is mswornga......fraddn dte car assigned.Me means br Me entry.tlesfinm 602,2 Clear Floe,Space C.mpar.enU shoo be aRangetl l.rleftgraM ornght-habl appmadlbMe water tl.se, g aqua UnXs shat„ave a deareoor or ground space mmplNng wXM1 305 p.sig.edfe,a lerv.•an1 approach and cent.etl on Me trail.Knee mtl IDI clearance . e tloas of Mat car=led dose a dd,Calcul T from(h f dd d tion: .del Orel,G- T ran bars Tf=111.5fda XorT=01155 mints=Ssecantls minimum whereT ds and Dequals Me diaNnce'feet or millimNers mmplying wHd 306s„allbeprovitled. -.8.14 Toe CUaden[e ( ( ( n equeU ane b[aldmein sewn h^ ) EXLEPTIDN:A parallel approach complying wiM 305 shall be permmetl NuniU f.,Mlldren'suu when Me spool is 30 intoes(260 mint mexlman Grab bars for water closets shell ply wiM 809.Gmb bars shall be provided.i„e sitle wan closeslmMe water doses dna do to rear wall The M1OM provide atoe deal.d 9 tmea(230 mm)midl u above to finish I.o,antl 6inenes 1150 Imm Me poim In Nelobby drra.e reo inches(1525 mmf tlireNyinh.tNte faiMasl call buMn c.bolling Mat tor,to Me te.edte NXs ndslway paallon anbe,eldst.e sidepaN.mshall doe, above Mafinish fl.a4,grountl antl la3121ncnes(90 mmf ma»mum ham Me H^nt edgeNMeunit mtluding Eumpers. EXCEPTIONS: M)deep minimum beyond Netmmpar.nedel-aide face of Ne perdaon,enlusive.par5tion supp^n members Compartments l^r children's use shall 60230perable Pam Grab bars shall nil be requ—to be.1Addina a,room ier a single..cupant ecce dely Mmugha N,l dfice and nor for comma,use or p.,61 a ted deela^ce of inchrv31305 mm)minimum shove Me finish EXCEPTIONS: pudic use parwided MN reiNNcemmt has been inslalletl in walls antl loratetl spas b penntl Bre insNllafi^n of grab b rs compying vriM Bw 5. Fm cars wM ircar Nntems,T,n-I be pemided I,beg.can.Me sl Iran Me 60 inHnec 525 mm dtrecH th.lINMe feMeN Opedede earls SnNlcanply wM 309. equired to be nNallm Nbilel or 0addodns Novi paa4i.is not dequired Macanpamnem grana,Man 62 ndres(15]5 mm)de pwNtawN-h-hung water e9n gnat is visile paint (1 ) y resiem" dwelling unXs,grab bars snan nm her eel mat nlMdroemml has dee,InatNledtxslls EXCEPTION:Toe dexance.IM1e hard NO'aa buB.and Ma audile signal is a ,,d. antl lin.ell so ass.pemBMeinsNgaOon NgRb bars c.npllind9 Wit 601,5. tivsNa65imhes(1850 mmf deep wiM afloa-mmneed water aoseL Toe deadenmal Me sitle pemb.rs no repu've inammp mgreaer Des.na5amonentee el-.1sh.nil de required to canply wit 407.34. Sip—Spo.Height N dete^e.d,mneddon faolities,g I,oars shall nd be,amnia toWnNaOed n honing m holding cells Mat are speaally tlecip.witmt Man 661ncnes(11-malwide.Toe deeronee NMe had pdd-is n.regWred In a ta,parment for chitl d use Mortis gdeaN,Man 65lndies Spout.tails sM1aA be 36 incM1es(915 mm)maximum above Me 6nisA Amre,grmntl. probu .for pum.e..Nsacide NevenO.n. (1650 mm)deep. 4D7.3.5 Do.Delay yx.s spun LauLL.n Advisory 604.5 Gmb Bars Exmpdon 2 RenlNcemenl mint be siRficient b pemiil Me inNallatidn^f rear and side wall gob bars Mae filly IN all Elevator doors shall remain idly.penin response 11111r 11111,3seems minhnum. lege ky-i­dl including,but nei I-td,requild 1.9M,in-fief height antl sWdu -doh. 601.B.TS Gmb Bas 40].3.6 Wirth rz'"1p°"nw M1Om O, d•rprs W.515kew+11 Greb bars shall c.mplyw1M609.A SIdr 11 grrbbe, 60Cslido.l p 5N5.15nall be provided and s 11 be located do Me will dmeet to Me car tlosel.In aded..arear-well IN, m Novided. Thdwid.ef -xgrdq.ashNlmmpywflb Tabe40743. 5max 15 min .w..r«. ... _ ., ... .. .. sa.e.l.6 Laaafay EXCEPTION:1^d-19 elevatias apdwer-.NNed der-dddeplying weir-2.35ha11 be peMMed. .ii. .im .711 -• •. .. .i. In new croshudi.,Me wtaNNah attasslNleto 1.rompamnemshNlc.tatmaccess le lavMary wBdn rt,wncn nihil be el lease l9 nrheswas 407.4 Elevator Car RegiiaemerXs caw 1w xi'a•az by 171.-deep,nominal size,and,mtl-mounted.TheU Nd,.dA be mmMm toes nNN.vedap to tlearfldor space areas regW,ed by sectio^ Ele ,ran shill comply SWM 407.4. y,F pftq 6i11 for Me weed,,t9 Seeessible lalet 213 34,nNd and sM1ell-ply wiM zennn 606.Such lavatories shall be tamed as Neff dlhe,equiretl fxture 12- monitor Me building.See dso sec.on 21]]4. 4074.R28irad^e Car control butt..wiM flmrtlesigna0one mallamply wdh 4D7.4.6.2 and shall be railed or flush. I a r. 42 Rin 6i34.B1.7 Wate,Odlel EXCEPTION:Mexisting elevators,buttons shall be pd-..de be recessed. �r x I^flex•c.s ed.toeroesside water closet wfMin Me wneNdair....ide canpddme.shall be lowed.,Ina coax,diagonal..Ih.door. 407.4.6.2.1 SNe Advisory 611.0.1.6 Lavx.ry and 604.0.].2 Weil,pose,Florida law,section 553.504(5(,F.S.,stipulates M.'...regwrea ealniig rooms end da. ♦f1 Burtons 11 314 inch(19 mm)min'vnum h their small.dimension. ens in new c.shu...Snell be designed and c.sW4ea..'wM an accessible laval.ryn Me whealcha'v aroesside ce,npamnentan JMe water (n audit a danerdiaged....MN.The ADA SNntlaNs for Accessible Oeagn and Mere(ore Nis code require wneNmair ad-1. J 4074.6.2.2 A,angemen. baixWxa stGBmit0T3 mmpLNemnmis in nm'consbucUdn ane in a dlidds of dd,ing bd.16 s to nave sag Clmid,dmrs.NTile to Send.Wilebry re.wiremenl antl wet. Buhdns shall be id-gedw numbers in ascendi,gad..Whe,two dr mare.damns ef buttons are provided Mey snap read hen left to„gM1, fouxYAupirouT,Oun.N d Nacemetapply ordy1.new roneWdi.n.they are Ndlrable for all wiredlcldr accessible cenpermed.and...d be considered where 407.4.6.3 Keypads 602.6 WNer Flow PIGORF44As 1 ft.,N., CN 4.0 Ne p Read adangem.l ones -ply The seen-provide 1How.w.c4 in-(10D mm)high minimum antl shag be-led 51-.(12,mm)maxidd-ham Me h.nl.to unit OE GRAB MR TwAiFxcLosns 614.6.2 AmWlpt Accessible L.m rlmmis 111 ypads snag be i^a standard telehone ke NII coral M407A.7.3. The angle Nthewater sheam sM1ell be measured hanz.Nlly rele0ve to 01from Nce NMe ori,Where sp..s ere lomtetl bss Man 3inMes(]5 v wAti x dq -pi d-1, NMI unit.Mean,l..Mewder zlream snail be 90 degrees maximum.Where spduls are located IN——3 inches(25 mm)antl5 Ambulatory acrossIDlecompartments eM1afl tdmplywit604.8.2. 0 407.4.8.4 Emeyency C-Il in es(125 mal maximum ham tefrent.1h.unit to.,I.N..water sheam shill be l S degrees maximum. Emergency..Moll anN1 tumidly-4074.6.4. w/Si Rurwxtl 601021 Size 40l.4.6a1 Heigh Advimry602.6Water Flow.The p.rpme dfe iangdwdr dgfdddd in spb.M1..producedflow.watet4 mdhes(t00 mm)h,gh Iddidd.di sollul rarwg V,b Mgr ee36nxiws 19,5mmfbxm.xrxmaae.ural homareud[xlaeNawvna.xllaittxzl3sS mmlmmmwcman w.eaM1/indrb -clrb sl1940-Ni-Nep-eMs sligbe-dept. 13 inNes(4525ld.) mmwn mda-in al 35 inches(890 mm)mirYmum mtl 31 Emxgmcym-1 buffos shallhave ten centerlines 35 WCM1es(890 nimum amve tefmish floor. atop can be msedetl untlm Meflox Nw.xb proritleadink.w.erldr an inaivnual,Mo,MraiseNadisability,world oterwise dee inwpadeN in )maximum. mm)mi sing to dhdldng la:nfain. 16mmm,xrirw:vmrm tNmiersiee. 604.8.2.20. J 407.4.6,4.2 Lecanon 602.7 Onnidng Fmn[ains fa Stabling Persora Fxc[IfrOxS. Toilet companmeM dada,ndutling door M1amrvere,shall canply wHh 404,except Mal X Me approach is t°to I.cn sitle d Me cvmpamne.aoa, f Emergm.y Controls,inclutling lM1e emergency alarm,shall dee gauped at Me bonen NMe panel. 022 D ets.dMMiry I.SIinsfdr stoning persons Snell be 38 incM1es(965 mm)mintrnum and 43 inTes(1090 mm)maximum above Ne firdsn manta between IN doe litle.Me.ahead tandany obstrvcdon sh.l be 42 in-(1065 mal mini dId.TIN lea,shall bese&d in,A m 'gna0.na fide,drgm.e, rw pt MapmmMduNNiurelM.mmitvxmxariam.renercdmmewxn4.n.xlxrewn xza.us mtlr4rmxeaterym W3E door pol complying wtit 404.2.7 anell be Nacetl.nb.M sides of Me door near IN la.N.T41N canpedmenlemrs shall nd swnginty the minimum 407AJ Den W Iddicatas ef Car C.bols -0-cdr,-alar... Decignati.s and indicaf.n IN car ronv.s shill rompywM 40]A.]. --lel ebl Bating Rooms xi[nnter5 mmt mnutm due wtre kxxm Naremsee Newee4xmr1.me win rbxc EXCEPTION'.In exislidgeleva,an,-ereanew car operating panel complying wiM 40I.d]is provided,e ,I,tar operating panels shall nd be 604.623 Gnb Bade V) requiedd,amply-4D7.4.7. 603.1 Geral wtsa'ea^ums^4v^ue^i^^ntyrryuralF^^rxvls rw M:vx esro napm4rontMt[Aka wt„Me btxb^WMerear Vap.n.tnm Gmb bars shall comply wiM 600..4 lie-A greb.ar c^mNny wiM 604.5.1 shallde Novid.d on bot sidde of Me campil-em. w 40].4.].1 Bunan Toilet and Ne­D rams snarl-ply wnM1 603. 2 Mere,,nrab ex9+apN lx rupel,.Nst4n a uWred msNgen seeaaemietxn. B Car mood deNns shill amply..4074,],1. 04.8.3 Coal Mmhs dna Snelves m 603.2 Geamnms 36w a Coat nooksaM1all ba]matedwiMM grid NMe reach denges speufied i^308.SM1Nves snan dee located 40 inures(10,5 mal miriminn and 981ndies a 4024711 Type Clearances shall-ply wt 603.2. - 12 mil (12201.)mavnum above to finish Aoa. UCdnrm lvm.ssnall be identified ey lacde clade.ers canplyiry wt 703.2. 603.2,1 Tdming Space M C mss l3aygrtuW[rpm <0].6 71.2 Loci. Taring space complying-1 3.-11 be proviaee whin to Raised chamaer.d Nellie tle Ig 1.nsshall be placed kn-Nilly to he left Nthe control bW b whidrdl.signa0.,apply. 603.220veRap • ' - Hrexma.fated lt�dnNmmgmmfMt Rw H mmylmaxvrBRn ahold HrMM(baraipavW.ltrxrxssh.Nt3'eaxiaxs(345 mm, . h EXCEPTION:Where space.an exis8rg cxdp.afing panelpretluaes Nt0le mornings 1.Melehdte c.trds.markings shall be Nacetl as near Requi,etl.ileo.., mramxNres..bmiW apas.G<ae Nfitl g space dell be peetl to werleN n to Me cabal as possible. Rx� NO 2 3 Dm,Swill a10 �I 13%min 1J 1!in Does sM1ell nuts ng into Me dearAmrspaceatlaer.m required la.y bald, d.re snail be pe doe to d-nD imd Hu requiretl tuning space. a-sJ U 1 1/ • EXCE-NIS: Ming roam for a sin0le occupant amessetl only trmgn a prlv.e dRne and nal for common use a WNlic use shall pe peM.th bsawing dd Ihb-nDHoo,space indew l dli NdvWm Me swingdel Me doe,ran be 305.31b eAdlid wit60.re. awup[pWs3 ,1 Where Me ng.roam a batting roan d for in ng IN.use and a ,d HON space complying whir 305.316 providetl within Me room beyentl Me arc N 1111111 -d......ng,do...hell be pemtetl b swing trgo Me clear flmr space or clearance required fa any fixMe. pFMFRAtl6pAa W wxrzRnpms 17 mint i Alvis.ry603.2.3Dd $r 9Enepled1.AlAN.....I—isin[.Ied.andlfted.drswi .,evenedI„did. Wre,Medmrmusl=rthe g046FluahC.Vas O AO R 13 requirem.sspecified in 404.Atltitimaliy,Meoda swing.a .dddt Mereq..dw:dt.an acdessible de.¢.Also,avoid viedib"titer Wiltltg Flush controU shall be hand.pxaNdNautomatic.Mand dpemletl flush contras shelimmply wHn 309.Flush c.trdsshit belmNed.Ua opm 603.3 hfrnoyr rotles wM1m Me goo,swing is reversed, sitle olthe orad,close)except in amWla(.ry amessible mmparlmenis mmplyin-,604,8.2. l (I (b) $GALE: Min^rsl^wlea.hove lavabods.,-ed-snail ed instilled w9n Ma d.d..edge.to reflecting satiate 40 i...(1.11 mm)ma um above Advisory 604.6 Flush Connvls.l(Numbinq valves are to®ted direNy be„inO Me toil.seat Rush vanes dna r.1-pltmbing.an cause injury o, Felt lump M. N�FJpI hefinicM1floe or grountl.Mn.rsn.lowledabwelavabnesacoumeaopa snalheinsNlled wilM1 Me bog.m edgedtereflec0ng suaa e35Indies tmbalmce wnenaperso^lean 11 against Mem. T.p-111causing 1'i,d,Mb.1Ndd,Me Numbing ran be lasted hehi^dwa0s or to to side of F.GURf abl.i DRAMBY:NRS:rdWJMJ1NY (890 mm)Idd-n,above to 1„1,floors ground. to toilet o•if approved by the 1x 1 ad-y having junstlwe.,provide a taet seal lid Hl.GMAMOOFIM OF II.xus PROJECT NO.:2022-352 ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES PLUMBING ELEMENTS &FACILITIES e"'"� ^°°" °^° �" ARCHITECTS 4ENGINEERS _ "°eT .Pb nimaGrebBars SPECIAL ROOMS, SPACES &ELEMENTS w..r,oaaawx.mnc,rm�r.m,®.hfi,r.wah,w=„e.aromao,uwa'am mrm.w,l'.nm.�.l,we mrro,wrmw.a,w.uaobnarrrun Grae bars anal ee instaneainanoragnml position,33indles ls4o mmlm ane 36 intl,rs(915 mmJm matmelhe finiahnggrm oared 26560 AGOURA ROAD,SUITE 106 0•sssdedabcxare sex Wabbrs TA.be nsa9ed6nNesllcomm;munnannam aaPrennwss to Ne by of the gwpbing-unlace,except MN M-,-Ill fm eM1B mIIII-plying win 604.9,grab barsrsM1afl be installedinanbr¢mMla 605.3 Gear Floor Space p1blim 18 inches(455 mm)minimum Intl 271-(535 mm)meumum.bovenefinisn floor meawred to Me lop aline gnppng suda[e.The 001 GeneN GALABA$AS,CA 91302 Ades,Mgragmuntl spacecmglying win 305 posNanetl lgrlgrnaN appmch shall be provided. 6Erm 61118% eigmanelower grafi bar on Me bath wdlaabanlrM shall comply wAl fiDT.4.1.1 w 661.41.1. pe 8310.670.9144 wiLS@Sh¢pe¢.CDm e6u set iw' `+ro"h Th,prawa,m,of enaplw esndl applywn®a--d bycnage,z awnma rernmcea eyaregdremmNn nil.gae. wHasn 605<FIYIM1 Conoob \''{ �i 605'5 Salam Hazards Advisory 801.1 Scope.Fadl'Aescovered bynebe requiremmis are also sulxeG one aquiammts of Ne otrur Magms.For example,806 Flush codrds mall ne M1arA opereled br emomabc.Hand operated eusM1...Rots mallcwnply with 309. " I � ! Gran bars and any wallvdnx suRaces adjeceM to grab bars shop befree of snary grabasive elemenR and sM1eY nave rounded.ages. adhesses gue sinU RlItlodging lacilNes wM1ilb 962 contains Me lechniral spedricalio 1.OR,ziefeus.Ka Uansiea loagin9lanlI 606 LavAodes mtl Sinks - 111 m96 FiMrrgs mntainsareslwmtMereslaurant must comgy wiN requirements in oNercheplers sucM1 as Inose arylicable mcertain dining zurta , sre � mss bl� Grab bars MNl na roWle wAgn lnenfitdngs. 902 yJnetic wSpaces,Canpmion S....and Oesignm.d Nal.Seats Wvallones arrd sinks shall comgy virM fi6fi. I'R w.H 1xBl 609.7 mitifil 802.1 Wbedcb.n Spares Advisory 606.1 General.K scop and t-I dispensers,rep idetl.Mey muss be located md,inne realm ranges speed in 300.L.I.smpand m" Gab Wars shat be installed in any mama Met provines a gipping surface at ne ap,ifi.d localien,and Nal does nal a bt Ub,Nb,­dear D... Wn II,apeussn&I comply .8021. towel Aspmaers so ma Mey arecb-librmy usable by a belle.al the I.ces-I-Ib . aPBCe' cof F 609.0 li-Snlnpn 8021.1 Flm,brn030 E 50,p 6052 Clea Pill Space {Ryryl Y18N Nlowade stresses shat not ne exceeded lw mNMals urea when ave.icalaM1.azmtA laced250 ds 1112N lied al an na Theflbor or ground,d udacedwTedcn sair spaces MAl omply wits 302 Changes in 1-111 nblpamlMeO. A dear 1-pace b-lying wM 305,fbIld ed fa a Ibrw,N bp-ll aM knee Intl toe clearance complying wan 306 sM1AI be p-idea. GGUv[a®33boon ( )Is app y palm on r grab par,fastener,mounting device,.rauppaing aW.cure. EXCEPTION:Sigpes na steeper Man 1:48 snail be permitted. EXCEPTIONS: GMa wrs PORASTEINA. a4NT-SE in I IN A pafagd appmacn..plying wits 305 shat be permitted M a kimhe.sits,in a space wM1ere a cook tap a canvmtimN range u na provAed,aM l0 MS.- WT 1= .� AR 1 a•e•xrrekls se,seae .woad.exb ereeSpr mresre.tr33,sshesgW mmr _ Alavamrymatoile,room mbaUlMgfaWhy laas'mgle manpant accessed mly Mrougnalxivate office eM nafa cgmmm alae puhlit use anall 608A Seats AAS.NAia.sF°n'I'aA ben"ralezNtsn'mlwh'rw�u"'YAxr°w•waGw p nab.required to aovbe in-4n t A f A lding ee and be deaance canplying whM1 306 (doing mmMUding Sart shall be provided'.„a.sfr type Moore,canpavnema. oseal Mall be ad- ype showers require. 610.1 Genml kn copal dwding units.cednevy shall De pemnAed undglevrt.des end MMen mks aovidM Mat allane fgllaving corbipons ere mac in rtansient lotlging guest roomswilb moNByleanees complying son 006.2.Seals stroll comply wM 010. Seas.bentuns and mower mmpartrnmm shag comply wM el D. SyfREODpeGN'Y ne cebiM1eby ran ne remove.wMout removLuregacement of Me nrture; E%CEPTION:In rezltlemiel tlwelling urNs,seats shell na be required in vansler type snawer comparpnenls provided lnN reirl(orcement has Eeen 610.2.-IN Seats � �- �m e ems Moor eMmtls uM.r litmin e abinetry;and i.ztagmd in walls so II I-ne installabbb d seats cbmplyng wRll608.4. Thetop d-1,seats-ll be 17 indua(430 mm)bd,b u and 19 ibbl,u(485 mm) gnaa above IN banrooN. Opera The de Ms ne waMbMintl end sumoundi(1...)melryare finiI removablelnWb seat shall be 15 indres(380 mm)minlmum and tBbuTes(43S mm)maxtrmm.Theseat Mall De mpaded serve gac.mem. I _____ AND EEntEUB®Y WILL AM F.50HNEP HI pDTaGOR1�n A knee clearanre d 24 inclus(610 mm)muunum above Me RNsh Boor a groun0 snail be petmned rt lavetgdes end sinks used pimagy by MImrIn 608.5 Crawls Pemunml serts a Me head and dMe naMlub dull oe 15 inches(300 coral deep minMum eM shall extentl Item ne WazkwAl b a beyond Ma r 6,hmugh l2 years wM1erenedmacpumer safate is 3,incoes 085 mm)maxwum an.ve Me finisM1 flomagroune. Lanwls,fmcots,and sMwx Its shell<wngywin 309.0. aM age AnvmRTUE StAUP ExOWn UOINGA0101TAL A paragd apWmcn c.mgying wits 366 snot be permRletl to lavalanes Intl sinks used phmady by dWaren Syeas andyomgn. apreym er 4 of na banmb. I ' i I ( IENEEN E Rlba The dip d ne ovefllbw Mall not be crositleratl in tlnewirlbg knee and Ice tlearamzs- )(��, LURE PRIx1E0 COP EBOFTIIBA F Iryry 1 i 1 1}I OOCUUEMO RE NOT CON REEMu3T BE VEo No more Man mebowt bf a mulOLVM sulk Mall be req.md m provide knee a nd-clearance-plying win 306. 60061 Transfer Type Shower C.mpamnmU al I Y) 1 I� r. 111 I IXU Ann ELECTROm kU RIFlED In trabe.,type Mdwa canpedmerrls,Me cmtrds.Motels,and shower spray uatsM1apne installed an ne side wall dpposk.ne seat 36 hors(965 u.1lsd.arrm sue li •1 Ir !1 !I CCOPIES. ENA DAN N 605.0 Faucets 1.)minimum Intl 4B inches(1220 mm)maximum above ne snows,baa and Mall be l-Nd!mnecmwlw 115 inche51388 mm)mauman I 1 I Controls lain.-Mall comply win 309,HanFopem,ed metering faucets sh,bblmain open for ID secmds minimum. Fan the_b1b.v in.I..,I.waN ne Aw bbibq the re,re4leaar[xla,gpwlb:srolbet',:irn,als•nndma.imumarwrvehwr edge l5 rclel3sommrnwwrnmarm l6,xtnf4V.mmtrrxurrm.hgmmesea I 1 I � t I ------azo ural lnesrtle edp ad<uaetl lx,'.:mclreslxmmlmmnwm hon---,.-- 1 1 1 T aa��nn ON 1RSMPPhird 61165 E,pmed Pipes Inn Surfaces E0151 yyryd k4RTType Snwm[anq,rwnm D- Water supply Intl drein pipes under lavamdes and sinks shall ne insulated m bnerwize mrMgured to protan against tmud.Th.re atoll be no shsp @ n:C=418 or abrasive sudaces unaerlava,ones Ina smks. ms4nyye9wwrm�innes.11<amok Urr,¢amanavnzyrewrt YrYl oebrnMabwe NepEea,r.earon}nerrtar,snve+tlLromm, �.Y�Odga16 E� RlEl�p�� (p tb wlliamR$teopho-tl Of)•6he�trao-aecam, sunoard swn nova mecavw.lauz[v.arq>we•gn.ycw[sw.x wUrleemrrco,s•v.Eaarxenmmexa.w:larasrrstr Lrwm Modab.a,CN.t^Alllam 807 BaMhNs .._� �•r=.amx.n n�,trsev , FlGUeF RC12 R SheppMtl r 607.1 Geral ,-} 1aN1x MMXE[LCNNA RA[61NA1AMMYARFK OeN.9d4B0623 en Ra .N,0,11 comply with 607. aanere ryn To-w.+wntrwssns mesnonee tr>e [� OBFB:Y&0/'00' ,ITla4ry'av53 RaMM eaHnayq Auwercarx.umnnnn am 4pnaeepmnnb MaW 1'186 1.TowT 607.2 Clearance magd'temru wah arts wgxerw.smrnaavenNr aRemry,cmkw'ry,ra+� wnem a axekly yomun besnerm hgm,lx rasa Cll.In,.In Rout a bathtubs sha111x ne IengM dMe-.1,and Mall be30 in-I-MI)wide minimum.A lavatory.bmplying win 606 run,tlxwlxnvwsnexa Yup pe AO mdxsft22a mmlderp'mmuv.m woe-ea,srmsno':yore a=heese.eo ,hl ermideaatMe bnbroleMdtheclearance.Where a permanent Saabs govided al On.head Intl d11.b.-b.ne dearmce s 1exmn0 oarhtmlM We.IMrrhr,+tlnnyoErTn ee60rndxs1,529 mmleeeprmenrm 12'mch.a 1305 mm)minlmdm beyond ne well In MI heed Intl of ne bathtub. �a[�il�vw Zi,rlu Zh r 60735ea[ m_____ Apernanenl seal al-head end a ne bbihb ,err nn-1e ilIII MNl be provId.Seats-11..ply with 610. --' FlRUaz[lp t1 .h(nn�rw �Iys(!yY 607.4 Grab Bars till, 1SyLEbars for nanbna sit ..ply with 609and shall ba provided in accabance wah 607.4.1.,607.4.2. q �Y9� fir'!. EXCEPTIONS: Grabbers Mag nd be requl,etl to be in.-inabatMublocmed In in-I fain-I,ingbeavpan11,cemft In,y M,mgna bf gab dgce and esb.ss bny,eesun ' l nd lw common use nr public use provided Mat reidorcemeM M1az been inNalled in walls and located so as to permit the lnsmlMli.n ggreb bmplyin9 wit.601.4. Toe rea.wpbl an lRwryaxaslvI pr3',;IxMela4mml.uxvmunud M,rwetlg,s.wlrrsY�mmln.rnamwA larntxs(4ps mmrmunmm.FomsM s,a In resiaenBaltlwe0ing units,grab bars snag na be requires one ins,dlM in hathWos lmaletl moaning laGlldes provided Mal,einlo..-nd M1as been wNrni RRR4 wICrMY wag The as ed6eama•L'pwea•artrlea sustrt",.rnrez138mmlru..mmrnomltrrulma MehwveagesMG,4pk1es1355 mm)ne.,mumxtl!Srxnes mAalled In walls and meted ad as to PINEk M.Inslallatlon.Igabba .p1Tn9w1M 60]A. sKURFSYSi 13W mm)raurvumWorn Mrwaa iw,ndaMe-E'suktrRirrpesRmmmlswsm,ward z3,rrclwsm,.mmr1515 mmltur me ma.:.uaun W Ib) Rpnlwre� s1Y 6074.1 Banwbb WAS Permanent Seats sTAxbAw oda-Ex,r,EsxtasTRCpa,aslclMEM[ONEkMIOGIrox =_.y� g�P EKY Fa bRd m wM E-Ind ll 9r oars Shan be bided In accordance wits 6074.1_ �a X R rmwEev,t.3 blear Type Sp,we.[.menu-w __ pEelX mwNE[t[xAIR_R_ASSMLl AREAS 608 SNown Cmnparweas rues Alarrua I•.y Mum snovwrswnpa,vnm¢.erecww<LL fareU.aN Yrv,c.yrry urrtrlu'pebr+ad above ue sup N.Iwmlgee•Mm<e rrtesllu3.mm; 803 pressing.Fibb.g.and LOG,R.-I 603.,General wMre,>unp,rnee4,,he ror,egshaaa.regivnx.ryum Yat trkxaNmMeaa,wf ynmsroMexac2>reMSleaa mm' •A.1 + .,gl Sh.ramp-Int,-hal-ply wtn 608, s,aeullOenlrus--a---- MNr,xngoppa,edresea 15Mxa(.v.mmuwmmm_xn or'Ursdr•uurrermb'd,sear 003.1 Generel p. isaryfi6B.t Geneul.SM1bw stalls�rt are 60 inches(1525 mm)S»tle and M1ava nb curbmay inwease ne usabililyaabanrgan barause Me 1esannrwaaaed me.gnmeh harm aM SMweryyursu`trrn,Flmd„s.a,-wwl r,rmeafmnmemrrryrmm�v emry Oressinl.p-31G,..I.PImms Mall c.mplywd 803. Mowerarea prgvitl,sd.Eh air J,Idn Advlagry 803,1 G,..I.Pertlllms Ina tloas shmld be designedmensurVpeople using accessible dressing and Mgng roams pdvecy equivgenE to g space. 4 1b16! F 2K tort afloNM anm users WMetadliry.S.cd.n 903.5 requires dressing morn bents seats bbe mslelled so Mal Mey are at Me same neigM1l ala -F"- typiW wheel.hair seek ti intoes(I30 mm)Iq l9 incnes(48 mm).Howea,wneNCM1a'vsealscan ne lower Wan dressing roan benMes fape.ple 600.2 SIza Intl Clearance-M Ehewa Comparpnenm �) WI gsh-t-1MibrenusingwM1ea-bb. Beach Sh.wn mmparlmems mtl sndl nave sizes clearences complying win 600.2. } 0 ming Sp a Enib.st031���� 8031 fuace • - - Tuning apace cbmpl3inp sin 304 Mall be provitled went.Me room. ep335uM,rdeee4niypef3arer cempnvneAs LSxARdSxdAN.- BQ3.nDoorl not sun Atlantic Beach L sur.:: xrrypesruw Smwrmnrosu.oe lana ��• - •_.m.,.x.. D MA ng lob ne room unlessaclearfloaagrmnd space cemplyin9 win 305.3 is provided beyen0 ne art doe door swing. Country Club pwwv wart+® enas„al,Iun,wmdres nsn....... - W Rd 8113.4 BInNes Phase I a1N.wR els3sh,awl comyrlmm,:iead AberlM complying won 903 shall be providetl witldn ne roam. 1r:.adr1 Ill.mnl Construction Documents anprewdea m,u.na.rdr,a.�,,,waer.w�w•rm„a.erEw pr.,mmeme.+,abheme,lea Inn.wewM»I,...rro Me.e,levn.,m Yr„�e.,ow Worn• 6m.scmt Haohs lxa snavas i b6UE 1606 �'� �'� lh yryWlm,po:,n.N:n3nn.+E15mm1amemnw.mann arayWne,xwngafC.]in,n,hmu;Irol.in;yoeuaer.amp,m,em.aerW4atoXrR Cmtn..ks pmvidad within ne room Mall be lowletl whin me Mnereacn tinges speofred'm 309.6pgves snLl be 40 inMbs(1015 mm)minbnum 1600 SeIva Marina Drive .[`��.1' nee v,w.Ewr,ulearnrrlm,rt.rww>-aMrn.x.am an er,u..a ra frommr'do-I.-,a.Ilalu.r4nin 31r.+xsnsrre.4ad�emmwm.emlrmrm .na dainMls.226 coral maxima.ana.a MefmiM 6po,organa. Atlantic Beach,FL 3222 Fzz-- mnHk,naewlrcEre:aesmmrma,,...n,m.rr.wr,ewnooe.,a.amyxaREVISION F! BUILT-IN ELEMENTS ND. DATE DESCRIPTION I E'Ig t�q tC CI 2--0-23 DO PRICI.8. RVErt[ar••e, n• C got Generw •3 :33623 90%CD J N1UvuTFkMs4p TYrtsxVMscdvsAv,u[xrro,sM,%LIXATga, `m 901.15cope V�-3 rPERHR SET i Tn,gavisima d Chapter 9 M 1 bPpI,.I a N,,i d by Cl2,where referenced by a requnemem inlhis code 1 00 Rbin6086 En-1 Saay Unll and Water N81y 1 -�•� 1 w AMowerspaymit wtlM1ahbse 59 inches(1800 cora)Im9 mMimum fat cen be uses bdh as a bxed-pbs b Mower neatl,vA es a h.-d •,�' IN sb111 be pmvidX-Z snow,,spray urA SM1all have an p 1.m��� dh anwrpositivesnM-dl.Man adjuslade4,eign Mower head an a tet rot 902 Dining Sudacezanb Wak Surfaces �Yane�spY,d.�n�ntia- bi loans used,Ma bar Mall be inEMll.tl so es ndlb bb�W ureal IN-Sho spray units shat deliver-1-lb,120°F 149°C) Lelwped 902.1 General FlEdRE.p.a: maxlmgD. .cez bill surfaces Mag tom I will 902.2 and 902.3. OcwEua.a Dlnmg sure n work pY sTAxouoaofia mEsxd,rtl[dEa>Aa,sl[,rta�Axd aEAtwa EXCEPTION:Afixed Mowx needI«aced at 40 inches 11220 mm)mawlum above ne shower final.Ooorsnae ne permRled lin,l bfa handJlNd spayunit in Wdlnes Ma,are nota Ind lcarefadli8es,It h-term carefacilN.r,Iy s 11I lodgingbI,f moms,aresitlmpA tlrvelllb.Ills. [knx,dEsuT EXCEPTION:Dining surfaces Intlworksudaces Mr children'suse t,.be,NilIMcomplywin9db. Advicory 608.6 5hawer Spray Vnit end W.ler.Enarre oat M1enbM1elO shower spay units are cepa a oldd,veang water aessue sunstantlally As bg,,l102.1 General.pining surfaces include,by are nd llmiletl,b,oars,Moles,IvncM1[.vmers.end bgolM1s.Examples d woM sudaces include A 3omdr(Uamm;waenwwaw.Iry Ao,rMUsnmmlkxy nnwmnnaurmtt Y,Npeprwtlea N3arsrsmpx open lareUd,esMx+.rmwmmme egruvalenl tb fixed mower needs. tra��,S,� ming soda[es,stuey<anNs aWdem laboratory steaons.bepy<M1angmg ane one,Wbles.rnidures forpersmag,Doming.coupon[oumen.Intl e a�aa.dArersar,pia:sea Thee 2'r:evAeslr+•mnrma-�+unwe Mr M1un n'be lSuwEws,3enmmrm,xm,m and tevrr.ezr405mm mEsmumkantn< w n,.1ered by Me AEA 1c.pin9 pr II,nbs,n nplbyee woM dations. U,aarywr09,8wxra06 �manm 60 bb.sidds r+wlusln mmlmmwnxaxde,dl,talrn w,a 9022CIea FloN.,G-bSpace Tape ,r,rf,(i.pm"'a'nnevnmeo,Meclry"vp'°•'ued Ta°n,v"me sdeofine Tnr,sndds in ralFin type sM1ower cbmpaMrene shag be 112 nrM(13 mm)higM1mavimum in euaaance wilM1 303.In transfer type Moore. >m''"• s�esM°rrnesSs .xxxv,haenulpecw.msa,w,rere Iavaetl.lemma veeaarederaa¢ayxemrome Yro,wrsu. compemnents.MresM1dtls 1121nM(13 mm)nig.maximum snail be beveled,rmneed,or ve2mL Adear Roa space complyin9,vM 305 posNmetl Iw a forward appmacM1 SM1all be prgvided.lcnee antl,ce daeance tangyug win 306 snail be 1516vrwiaaa. E%CEPTION'.Anresnoltl2inches(51 mm)higM1maximum Mall ne peminMmnansler type sna«er canpamnmKin exis8ng fadfJes wTerc zlR�•r� Ep 9023Hei gn.za Abm,ree„Mnnype::Nwar temyrtmuo provisim of a 112 inM 113 mm)tw3M1 nrasndd would disluno ne sWngal rdnforcemeni bl Me floor slab. 9M X The bps a tlining sudoral Intl woM ssMacas shall be 20 incnes(110 mm)minimum Intl 341ncnes(665 mm)maximum abque Me finisM1 floor a 4pramlunmemrtatlxnndu,ry,srr.prMe,.'d60.,rresNs]5 mmiary mmmrmeea msMe irnemunnesaurta arrente•psnt:d 6088ShowEntluNMMma t�.} 9rwnd. Enclosures In,Mower mmp.dmenls-nal na bnaW d cgnlNa,famels,and shwa spray units a bbsm�d,rmsfer from wM1eAMairs ado Mower 1 888( 902.4 Dining Sudae.s Intl Work Surfaces 1b,ChiHrmk Use sea s. w.ell Accessible dining sudaces and weA sudue5 for Mild-use Mall cdnplY win 9024. back�; fi0B Gran Bars 1 w%CEPTI�6b�b�br grwand space cbmgyng win 305 posiOmceM Ib�a pa21�Ndnp Smay�a nv�a gm Snell nd be required W comgywnn 9024 + 609.1 General V Grab bars In tdlld MdlNes Ins boning faglNes M 1...Ply wM 609. Zs/a ITIS% 902.4.1 Clear 11-w Ground 6paze Y- - Aclearflcor.ft complying wits 305 pol(1lannn)Nbapprmcb Malln,v„mned_---d,amnce.gngyre wsn 308 shall be 609.2 Cross Section rKURE.te3.s pnovi0ed,exmp,Mal knee clearance 24 onMes(fi10 mm)minimum ab.velhefiniM fl.wwground snailtrpewided. eR Gab bars SM1all have a.mss section..plying win 609.2.1 w 609.2.2. The rafps dta4. 130921 Cimelar Cmss3eclign AFaunUlARSHOWERSFAT 9D2. ,dein bles and..ancon shall be 26 inches(860 mm)mn,mum and--Ib(760 mm)m mum.b.ve Nefinishpmr.rgmuntl. J Grab bars win cin 1.roes sIl ah.11 nave an mhidb Aamdx of 11/4 inches 132 mm)minimum Intl 2 inches 151 mm)mere MY ��� mum. n++L AUMdSe,Ss Tnmr N3ea:.E9upo sea Yux tra',x•xneslN mm)mvmvnaAmeiraeegelS,rcxsl3ee mmlmnmumrm,6ytln514p5mmI.wl.va.(mm are 903 Benrlres L � BD rIIYI enl3xarOmNr4asslmm Iea.aa lite,ea..Ep,aT,•E•wmmaMemsrlpe,',,.WesE3emnrmaenun aanmewn,m menet,eegeTNlu,4mdxsf3ssmmEmkxwarm«a r . tsv,desOb mmsmunxxalmmtlxwW Ttraname-t'TantrumorzfsW rmmlmkxnanarc 33 rNmm�snum t565mmrhandre moor seawl. 903.1Ge Benches sna11 llcmmlY wAr 903. Q Rr��K�MU nzll 9031 Clear Flo.,or Gfbmd Th az-+. H8pRres1111,_ �, IR CMar Obb,or dI pace M305 shat be Ides Ind snail be pmbioned at ne end Mie bents seN and p111W m n.I-axisd } unaNArz wwxTRE SHOwEA CaaNNlxmxrs�AxoawAN[E / ((E]2 In, bents. 9f°un pacecmglyirg ori prov 1: srR1 sal Ben[nes Mall have seats nal 11 42 MMes(1065 mm)big minimum Ind 20 intoes(510 mm)deep minb.um and 24 intoes(610 mm)deep = Gee-nom ma,pmbm. m g comply win 609 and shall be provided in accordance wM 608.3.WM1ae mWdple gab bars are urea.requires M1tnzmlal0ran bars 1 - 9Ni, Mall be instilled aI MIsame nbil, above Mefinis.6mr. �--a ea.kS E 1}161/ T- iMp.mT,IIaw.4sy,yy+vppaswv,apeatnwmawux.aaa mpPorrw.I he a,:rawsxces mmlkx,emr.rani old snatie.lrmsrom,pm2rmvsfsr `U�n,•s EXCEPTIONS: 1 -►1-� iG� mml.rpamm<n-x'Tesenw+faQmatwmr le.xr,nrass mmrnrne.am,pore nr ssu,v.fa[e.axkswynslugber r;la,esla4 mmlmwwmun Haeme ma. VJ Gran bars Snell not be requires to ne inarAlatl inesM1Ower l.catetl ins Daning facilityla'z single mLvpanl a[cessetl only Mrougn apnvale once.an0 �� (R) Ib) LLI nd lm cdmm.n usegrpWlic use provitletl oat remlammeMhas bean inslalletlM wallets mcrted so aloeermnlM1e,nslallation dgrab bars s® d(dry l,or,rwY egedmr,e.t rn,s„M M1orv'ssMf. /, amplwits 6063. (R) N) imURE.,03z U In rasid Il enial dwegin9 unss.g,M hal shell nal be requiretl b,IN,installed inshowers orated in-ningfaciWas provided Ma minf.aemem M1as nem H6ueE.0932 A,Hha.Tegaaeameukpaeeto niraWnrx,l arts llxMkbNe•do-a,mm xmlr.ba rarw rtrua e,e•,H U 1nsnllM in wags and lorded so as to permit Me inztdlatim d grab baa canplynE wi1M1 600.3. _`E_ sEeT banrr.,v MnmterNermme p•r,rn .g O+e ba.smewNl My:emmme e6HRgAlt legxel6[lEwwpss slxmd« P°"''°'oi° Q � [nae SUAxOtteaa,fyq SnowrCanlxmwenv eek _ J swrR 610.4 SmsAuml Srtmgn m nPaTr4nartlwoma.rtsyes.v e..mgwtn Wbnsux eeaw,eedanme m,.wb mesae.wllappouemeseu.WW p,n NW re. walrA tMptl Cr Trt in l',rnrsxs f36 m"'I 1ne sOwpeexem auO,pWaN a9us'Yo4als pelo.'+'oxrlre,ressruapef is.'des Nlowable stresses snallna pe exceeaeaMmaunals used vTenaves6cal nhalzornMlface 01250 pouMs(1112 NJ it apgkd It any polmbn ne a trp,v:ANabmearesu Wa.ea+eYnrd lnaNednxrrann F1fPegiower.arwnoroms4Ubera TIE eeprw,ded pnmreewwpa Wbfi,n srr,.rpe a Im,nnum.Txygr4sweenaxpae b,rWpmt.br�olyahslueslr,Strtz sNrn Ops mmsmnmua. seat,Iastenv.mounNg tlevice,orsupp.nin9 swcWre. s� nxas[ed 6,wlxs(t5pmmtm,umxnba,gnerx nth g s m e,_ ran aarTrox.Tlw x,xe aE..Rnrnle„pt.n.rd,Wawa.ro.,a.,nanr.pnae.re.In.rv.b w�I,pa„TN'.brP,ma„ar.er,';,i,Rnellnmml mrr.m,n, G: � � ��+f,� - o.m�r . ! !wl - .Ex[Ne.[Irpr.IeRT < L J t%snaA,s u) Cb) ~m 0-A0. 14 1aMrgaW 11AItl Rid _ TIN HbfIN The top ane bencM1 seat audace Mall be 11 indres(430 coral minima.aM t9 intoes(405 mm7 ma,bnum above ne finish floor a g.und. Prw[e41ax W �) pmIRrllq i4trAE sdop]rlt 903.6 SvucWrN Strerrgn DRA eRAl w¢rdesTAxbAw Rua xrykEs,Ww.0 wa.3 NlI, bb - ll na Wllxmlaeaa,ma-N..,ed wne.aaeNml br nbrirbmal come of zs6 pinnal(1112 rv)il applied al a.r v®Itmne pRANN BY'WRS!MW1M11NY Id,fanener,m.untlng device,a auppgrpn9 sbucme. C seA.e.Ie of ekwg gAe PROJECT NO.:2022-752 ACCESSIBILITY DETAILS S H E P P H I R D ASSOCIATES BUILT-IN ELEMENTS 100 2.5,20-bad ARCHITECTS+ENGINEERS Theuse farahl,hei urn­­hg eleveletl pay comp.enw snIrl be 12 intoes(305 mm)maximum. 26560AGOURA ROAD,SURE 106 9031..Locations too8,15.3 Handrails CALABASAS,CA 91302 Where ins kni in cad 1.d.s,me sudacedme sen snail be Lip resistant and,al nil ecwmdam water. Whore required.rempa wrvin9 ploy w lIna,me handMia shall­Ply Ad,5051-o e5 motltfietl by 1008.253. J 310.670.9144 MI15Q5hePae 904 Chad-Out Aeles ad Sales and Service Coumers EXCEPTIONS: hexwsis Hani eAenshallarbeheonrampsIwded wim.Bound level use saes. 904.1 General Handal aions shell.nil be repuiree. N. Chechrout aures and sales and service roamers sM1all comply wM ma appfiwble requiremenlsd 904, rrrow °caw 1008.2.5.3.1 Handled Gripping Sane.a s.rAcizrs�rs.ne:raaes 9012 ma, HaMral i.ft ..faces wim a vwlar cross.coon akar have lb,he deedabai h d 0.95 incM1(24 ,rh minimum and 1.55 intoes 139 mm) All portions of cwntere required--ply wM 901 shill be lowletl atljacml to a walking noses¢wmplying witM1 403. maximum.WM1erc me shape d me gripping surface is noncircular,me M1andrail.hal provide an equivalent gipping surface. Adnsory 901.2 Apprw,.tt a cash register is aevi0etl al me sales o-service roanla,lana the accessible resumer Gose to the cash regialer so mal a person usingawnealcM1ai is A-,males or service personnel Intl 1.1soliz-a dchfaaperaonAth adis-day. 1009.25.3.2H.ntl lHeigm The lap bl handral gnppirg.Wows shop be 20 inches(510 mml rmimum and 28 n,as(T10 mml maximum above me ramp siWaze. 9D43Ctrerk-Out Aisles E Or F70 Check-out eslas shell comply will,901.3. 1008.2.6 Gro.d S..- Gf 1sudcea on accndde mules,clear nwr In ground spaces,and taming spawn shat comply wim 1008.2.6. Ill 904.3.1 Aisle Advi,neyl00a2.6 GroundSuaacn.Grountl eurtawa mull be irspedetl antl........a hegulalym ensure.Mimed wmplianw wM be A—IF 1'•{{"•4 r�, Aisles shall randy wim 1.. 1951 slanders.The type IF s .material.laded and play area use levels will tldertnine me Ihequ.cy n inspection and mainten.ce arAvues. F` k) 177 951.12 Loonier 1000.2.0.1-he-da, ** Afl C P n The cwmer.arrow beige shall be 3611,1(965 mm)­111above me finish floor w ground.The top d be M,"a shall be 2 Gr..hd eale.as shall wady wim ASTM F 1951(ilc.p.dd by Merenw.see'Rdehen-­-1 in LbaPler l F.-.d sad .shall be az.sa, Inches(51 mm)muI.-above me cap.me caunteh sail..me aisle sW.d be cMCF-our counter. inspeded antl mdmamed regWarlYane frequantiy to ensure caninuetl canplienw wim ASTM F 1951. 904.3.30. Wddn9S.,f 1008.2.6.2U,.Zones 4`CT_. EO PAC�v Where providetl,,eck caning surfaces shill wmPly wM 902.3. G-ds.­.ih,ead within use lanes shall comply wum ASTM F 1292 11999 did-1204 edl5on)(emorp.nded by-a--.tea"Rewranced Slane in Chapter 1k11A11 1Ea EN'1.11-11R). 1-11Ohn-LR FOn DA W4.4 Sabi and Smite Couplers a1NE DATE Sales cwn[em and service counter spall comely Ad,904.4.1 a 904.4.2.The accessible poli.of me.anter top shat epees Ne same deem as TAL the solea or service wunterlop. 1009 Swimming Pools.Watling Purls,and Spas 0 S GNED u D EXCEPTION:In allerationa,when me pmviei.ola couma complying vim 904.4 would resultinanA.-n d me number d existing 1w 1st 1059.1 General SEUE ANoitEfErySDIO A�UHE MUST hr RNC wo.zbtiwsaaraouGlw dine numbaef existlngmail bexes,me[oumet shat be pennmetl bhave epoN.whi,b24 inches(610 mm)long Wne¢puri ,loo rims.aapee enures,trandawalla,mansfersystems.and pod slai55hallcandy.iib[009. ONA el-IDNIC COMES minimum complying Mid904.4.1 pmvid.mal ma required Ilex floor a ghwnd space is cantered on me awessiN.langur dme shame. r v led o 1009.2 Pad lifts 1 Ind.4.1 Parallel Apprd[h Pobl lifts anall­ply Ad,1009.2. yvlMamlyq$M1epph.d1 A pore.d me counter suaaw mal is 36 mcMs(915 mml long minimum antl 30.aches(915 mm)Iligb mexim.n above mefirdsM1 flwr shell be ON:C=US,', PhAid Ebail s®,liep-ae.wm. lanfill,o er, atswilh becks wit enadeale.,'P.dz6.dlaemivs Aim bl,abid'hi uw me rd.Pool ltll wdsmel coni'dmamnals mll"Nen wrmsion YWlliem R S%Nl lard ry.5haaa,. Ad!prow.-a fine Wase to bandawel be sable by I Md.,range d people AD,di Addd-I options suds as armreale,head reds,seal Aa_CN=William EXCEPTION:Where me p.video cwntersusece i,Inama 3fi in,es(915 mm)I.g.be snoreaamteraudace ehallbe 36 in[hes(915m.)high a.,'antl lsgcuppod III aMarcexce,.bah,and biller acmnmosne penile wim a Mean range d disabllides. RShIpW magmum above me finish dol. DO.2028.05.23 1.9.2.1 Pod IJft Location wj,2"all, 901.4.2 Fomem Approach Pad tins shall be to®led[Mere me wataleval dbec n.exceed 48 intoes(1220 mm). A portion dme cauda 1ldatt mal Is 30 bchas(T60 mml long mbdmum antl 36 inches(915 mml sigh maxim.n shall he pmvitled.Nnee ane ice space canplyig wim JOB SM1al he pmndetl unser me cwmer.AGearnaragrwnd zpaw complying with 3055hN be posldanetl car a faw,d EXCEfhums- appma,tomecoupler. Wbae Ueanlbe pod depth Is greater men 481n,os(1220 mmi hmpliame wim 1009.2.1 shall not be requeed. Whore mdople pod I"m locations are phAdd,no mare man de PIN III ahal be required m be 11111ed In en area where Ire unarm level iz 48 in­ ­5 Foad Smite Lines I1T20 mm)maximum. Counters in lootl servile Inez shell comely wim 904.5. 1009.2.2 Seat Lacaem 904.5.1Sal-1hal-andvesand Dbp..Oevicea In me reisee INth,meelnehined me seershallbe edge a le I,and 16 inches(105 mm)minimum from me edge dme pod.The sash Sell-service shelves and dispens'aig tlevires in laGleware,dsM1ware,wndimeds,Iwdand beverages shYl comdywim 308. surlaca ndween me cemxline dme seat and me pod edge shall nave aalope nil sleepermen 1:48. We,.2 1,Slides 1009.2.3 Clear Deck Spa- Th.I­ paceTh.Io el Liles shall be 2B in..I-mm)mWd and 341nch.IRH..)maeinum above me finish lb.a'hahA. On me aide Of me sen oppd'he me water,dear deck spe.ehellbe,providedpahatel wim me seat Tne space ahall be 36111-(915 mm)Md. end ehall¢nand lawam48 in,es(1220 mm)minimum tram a line laded 12 idles(305 mm)beard be rear I,ge d me seal The clear 904.65-1,Glaan9 d-space shall have a slbca nil nae 11,111:48. Where br fella wind..have sewmy glazing to separate personnel hour the puhly a memotl to fadluale voitt wmmunwa0gn sM1aa be provided,Tdi,ph.e handsel devises,R a.Ad.d,shell[amply wM 704.3. 1009.2.4 Sed Heigh The neigh)dme Ica neat shell be dsgned lir allow a atop al I6 oche.(405 mm)minimum w 19 intoes(485 mm)maximum measured hem me drh ptivisory 904.65 nh,Glazing.Asv bt livening I.A....,ap.g wnh 706 can facllbde vase cornmuniwd. �wn as w leper wino.. to me lop ormeseal I..-when in me res"sed(be d)position. Amere roam is security glazing which promdea tlisloN.m autlible iniwmaaon.\Nome assistive listening dvicn are inddletl,plata signs wmplyng wim 10 aalehle be Width ]03.].2.4 tb iderMy mwe fad�aes welch are so aquippetl.Oma voiw communiw5an methods incluse,nil am nnl0mitee lo,gorses,stars,IaM1- The seat shall 16 w,as(405 mm)wwe minimum. Waugh beffles,idercwns,or alenh-handsel tlwiws. 10119.2.6 Fowess and Pnnresis .1F,.bane a-sbe1be gavitletl and.toll.(b.libme seat Hpmvitled,me armrestpduioned opposhe me walashall be removed¢or shall few dear orme sem wnmma war is inure mise,Ilbaa)posig.. 1004 Exerdsa Machines and Equipment EXCEPTION:Footrests shall nil be mgtietl m pod Iles provided in spas. 11104.1 Cl-Floores Spac er Excise machinand cquipm.tshall naves clearfloor spew complyvg vim 305 Positioned for Vansler a f.,..by an mdwitlual sailed iia 1009.270Pemtian whea,ar.CIe I-or ground spaces N Wharf at....me machines and equipmem­l be permuted in overlap. Adandc Beach The lin spall Da caped¢d unasslmetl bpaafi.fiam bora me serkans water lovers.G.MIs antl operating me,anisms shop be unobsWdetl when 004.1 Clear Flb.S One dear floor or dspew to d to be I—between Iwo me IM iz in use and spallmmplYwim 309.4. n isoryl paw. groan carmine daces of¢.¢mise equipmem.To apamwe space use,dsigners should w Adyconsider layout options I..asc.....rg ends d maraca and enter aisle spaces.TM1e ppsitl.dme clear Advuory 1009.2.]Operation.Pod lifts must be capable dunassisred operetibnf.m hour me deck and wdehlevds.This wiN pertntia person to call floorspace may vary greedy depentling.me usadme equipment.machine.Forexemple,m provide access loazhwlam press ma,ine,dear the pod lift wim me pod lin is in me oppdim pasui..Rb exdmely imp.tent fwaperson woo is swtrnming aldetobeable.tall me pool till floor space nedlb me seatwortltl be apprppnnewaebw la transfer.Clear flwr space la I In ,-....in.designed nor use by an mdNi ml .Ilene.inure uppbsil.eo he ac he Ail nil be slur in me wataf.eaendd pedes da"me a waiting assise-The requirement mho seatednaw hiia.hh-,,will mast bkely be centered an me opeladg mechanisms. IM Io be independehil opaatle does:nil prelude aasillb-Ira,b being provided. 1N 283u MW Depin Atlantic Beach Country Club_ The Bfl shell be dedgned..that IN,seal A.eubmege Io a wet.deem of 18'mches 1455 mm)rhnimum below-amupnary wrier level. RECREATION FACILITIES Phase1 Singe, Luong Capaidry Single person pool tins shalbneewoigm capacdy of 300pwnds(136 kg)minhnum and becapaded sus[ainingeatatic laatl of al leestweeMa Construction Documents had a.-m.hilae wad. 1 BOD Selves Marina Drive Alvis�10119.2.9 LilYng Capacity.Single pan.pool lies mush be capatla d suppoM1ing a minimum welgw d 390 paunda(138 kg)antl suswining a 1 Dob CA Faeroes swat h.al lead we Ind.hal ft..Me rima lord.Pod lure ehddd be anii dmat.wt me.-I d Aha papulae.Inayserve,Pmvienga Atlantic Beach,FL 32233 pool"ft Man a welghl capacity greaterman 300 pods(136 kg)may be a eNe. 1006.1 G.- Godfa Alfie,had[abplY Man,1006 1009.3 Sloped Emries REVISION 10081 Acceaswle Rouses Stop as endes,ailcwnply caul,10093. ND. DATE DESCRIPTION ¢.scale routesamin0tadn9 grolmds,precdw tealn99rountls,pugng ga.s.pmww Wterg greens,leain9 sglnnsdtldwng ranges,worse Alvis 1009.351b Enbies.Personal wheel,ars end mcOil device,ma doe app.pdae forsubmeri In ware.come mayhave weather ehek.s.g.-,renbl area;nag sap areas,and course biles roans shall­ply caro Chide,4 and shell be 48 mh.,(1220 mml wie Ory Pes q yn 9M 1 1202 -22 SDP LING mmimum.Wmere handrarh are abvided.......IN,Phnal zhal be dO indlea(15M mm)wide minimum. -anes,md Ind¢Iacm"W sydems mal when submegetl in.volar may cause damage io me pem.almddity device or wheticnabar may 2 2-10-23 DO PRICING ate me pod came.Providing an aquatic whed,mr mage d n-In. and designetl iw accessiota me water willI hi,e be tea.._-rhi-ah and avoitl damage to peroral wheelchebs or other nn.lny aids. 3 ;130.23 90?CO EXCEPTION:Handrails.baled be requvetl.gallcourses.Where handrails ore aovitld an he courses.me bantraassMllnd berequiretlto cad S2123 PERMIT SET comply wim 505, [009 31 SI opetl EMnes Advisory 1006.2AccessiNa Rodes.Tne 48 in,0220 mm)rdnimumwidm wane accessible mulert necessary.marre passage dagdl car. Sloped envies shall comely wim LMpter4 except as motlRied in 1109.3.1 bmugb 1109.3.3. either be accessible rwte orme 9oN car paseage.TNs is imp.mnl wheremeattndble haute is used to canned the gill wrremal area,Ian drop EXCEPTION:Where slgpetl enbea are provided.be sodas.shall nol6erewirM to he slip resismnt ass,p...pubing gree b.Ph N,d..bahh grounds,toss¢tuftal rooms,and scars¢wemhcr d1eY.ers.TMs¢are areas outside me boundary dme g.-h..but are areas An-an inni...sing an ademd golf car may Vavel.Agbtt[ar passage may not be substiMetl 1.Omer accessmle 1009x.2 Gdbnh l.Dldll to be wombed wNddeme bwndary d menFm example.an eccesable route wa ng.a¢es .Paring space.me enlrenced Sloped¢Mies snap en-dm,depth dA i.-I(610.m)minimum arca 3D!,,he,(760 mm)marimum below me stnionarywalerleval.Whore a golf....GpbM1ouse is nal covered by YNs prvvisia. Mndng.are r,.i.d by 405.7,at leas)an.landing shill be locoed 24 inures(.In..)mmimum and 30 in—(760 mm)m,mum below ma Provi,ii gill car passage wit pertnuaperson urnls6sagd(res to pew vngagott ball ham tiro same poison and slants usetl wfien eap.ary wale,level. playing me game.Ad,t.I,me¢paw.qutr f.a pen.using a gill ter to enler.tl manwverwMin me leelng statlms regaretl w be awesdde sh..Id be consumed EXCEPTION:w watlng purls,mslope e d entry and landngs,iuprwided,snail exlentl m me tleepest part d me watling pod. 1006.3 GA Car Passages God car passages shall canply Man 1006.3. tob9la Nmtrdh 10 .3.1 Clam Wian IN,331maslsNmmmmm+naM3I The[Nor width bf B.N w1 paswgn.hal be 48 inchn(t 220 mm)m mmum. tisc+esro65 mm±mezimun. 1006.31 P.m- aX[RNNN s' Wmere.rbs or other c.sWcted banns aavent gill cars awn..'..a ab ilway,Wangs 60 in,e1(1525 mm)Md,minimum shall be p.A{ A.hh ds n.to exwed 75 ya,(69 m1. I.IwWNevenvwss.[ewaq SM.tbtflay - . 1006.4 WemM1a Sheeers eadapM�aprmemsawarxarmnlmdt l.e.+eoa.as+nd0000^Ioods.+ldwiar pods M+re uswarmhXnW man areame AClnr floor.,­d mm)minimum by 96inches 12440 mm)minimum sIbalbe provided Armin weather shelters. rmda aswi.r remvNmmepywanrlwsea lAanrequ•araavd 1W93.3 3S,pM ederesnwni5n'as++Mllru rr regvreeta Fvw�ee luM,hroniprylrikwen wpe.A3 ll d rirrmammsooManrrnmw..a.-a INN Play Axes snaH rc Irre9vi,N14 cerryywnn 51[ INDIA­­ III,.-I anarelPII,.-I shill-,I,vim 1003. eats of 110Reod NIH Vl J 1OOB.2 Acceasiaa w Rodes 31 Ai ine,--are serving play areas aball amAlb Chapel,4 and 1008.2 and andl be Perna-tb ase me excepaana in 1008.2.1..ugh Q 1008.2.3.Wtlere accessible roles serve ground level play amp-,al,mew Ial dearance shall be 60inches bgh(2G3D 11)m,,i,u,, I ODD 2.1 G.ud Leval and Elevated Play Comp.enle ■■■■■■ w A[f2551,1e r.dn serving grwn0level day c.rponems end¢revered play components spell be pennmetl to use me escapees in 1008.21. Q FJtCEPTIOrvS: an,p-dedan complyingwim1 M0 shill beehd play to canto ah.11be daycomi 1.be except whore20wmore�levee�play canpoceme hprovideser moreman 25 percent of el elevatedy c Nried,ha shall hep.Ii to be in by dodosysle Wnere eansia systems are provide,an elwamd day camp.ml shall be permnetl b conned b anomer elevated play cornponeni as pond. eccnwble maw. iKVRe JM E 1 A0c0 r4 seeuees eea-,,evh bb,­. o ad nail ba Ines w bse me exce ODe,2.z. MINOIW15 rfM SL08w R11ay W g a play cwdurel a perm pion rn 1 EXCEPTION:Txnswr systans comdyirg wim 1008.3 anell be pahninad Io be used as part Of an ii-alible ra ne. U) 1008.2.3 Wide,Play Car na-he c o A[wsside routes serving water day wmp.ems small be penhined to use the...Ib ns In 1006.2.3. Lu EXCEPTIONS: U Alb D2.40urlacadma5.3..a'1der.d,che llwr. indacacee.llmngspacesmirgwaterdaywmpmaM1sissubmerged,camdanw I m wim 302.403.3.405.2.405.3,and 108.31b snatl rwl d required. (-J Transfer systems compllMg Wm 1008.3 spall be pe.dled lb conned ewvetetl Any component t¢water. m.burro der when ucin ptiviwry1 e0iWater Play Canpon.N.Pers.al Ilt-hairs andball,ytlewces may not appropriate ging inw 9 play components d wale.Soma may have y-be,motors,and el.P-ing In I urn Ah.aubmayad in water may cause damage n me pamonal mbddy device or rp....h a may contaminate me war..Pmvung an aquatic wheelchair mad d norvcor.sive materials and tlesignetl fa access imo me water well proled Ire ware ham c.mMnation ane avoid tlamage to penal wfieeldrair. 1008.2.4 scar Wi.h R D IeGanesc.neNng play compon.ls sl,a0 pravitleadear.ism complying wim 100e.T4.008.28.2.4.1 Grwntl Leval 9 At grwnd laud,me clear velem d eweszp`e rhes sfidl be 60 inches 5525 mml minimum. E%CEMIONS: In play areas less man[000 zqude leer(93 m2h the dear witlb d accesside mules cM1aa be permuted m be 441ncM1n(1120 mm)minimum,a at � least one.ming opal¢[anply4n0 wan 309.31.provided where me rezlndetl aecessible route¢scads 30 reel(9145 mm)in I.gm. The clam witlmdaccessible homes shallbepennwetl la he.ninches(915 mm)mmimum..),Ad. hed601ndles(1525(15magmumaovid0 ultide reduced widen segmeds ora separated by segmems and are 60 in­(1525 mm)51itle mmimum and 60 in[M1ea(1 525 mml long ;008:z5R 0-A0. 15 W kin play areas,11pa-.1ing g..d level play c ,Xnm,and rompscgnnedin9 elevatetl play cbmpon.is shills ,P,wM 11106.2.5. too6s.s.1 crwna Leval SCALE Ramp ems[.meshy'r ,11eve1 play clmp.enta.toll have.,.ping Lope nil steeper In t:t6. DRAWN BY:WR6!MWIMJINY �' PROJECT NO.:2022-352 DOOR SCHEDULE S H E P P H I R D w ASSOCIATES a m w m z ARCHITECTS+ENGINEERS tr m o m 'W 26560 AGOURA ROAD,SUITE 106 STATE&LOCAL CODE REQUIREMENTS FOR DOORS-CHECK CODE REFERENCES tr W z W 0 o p Z ¢ m ¢ 1 0 = Z w r CAIABASAS,CA 91302 A.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED s Z F O w Z m w Wp 41 z r a z w b 310.670.9144 will.sQshepae,can h p W m m W K B.EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES(54 IUX). F p z `O O 4 k I- O O D' y W g ry o w m w a ? = . = x i F o = ¢ D= 0 C.INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER m U U rn ti W - c7 U : .n INSTRUCTIONS AND SECTION 2702.1013.5 201-1 B YOUTH PAVILLION STORAGE SHED 3'-0° 7'-0" SWING SINGLE 0'-2" 201-2 E YOUTH PAVILLION STORAGE BHED 12'-O" 7'-0- ROLL UP SINGLE 0'-3" D.EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.1013.3 201-3 E YOUTH PAVILLION STORAGE SHED 12'-0" 7'-0° ROLL UP .SINGLE 10'-3- E.EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN.IN CASE OF PRIMARY POWER LOSS.1013.6.3 I I �7�.�q'6 o1¢I iF.EGRESS DOORS SHALL BE READILY OPENA13LE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.SEE DOOR ELEVATIONS Ao.a, 10102 FOR EXCEPTIONS. �ARozldmaa G.DOOR HANDLES,LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN.34'AND A MAX.48"ABOVE THE FINISHED FLOOR H.THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. �•'� L ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.2. s s iT Ei�n Fn Lon A0.30 _ J.THE MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF I olo uiMn armiy sio mca=GNE D EGRESS IS OCCUPIED. on ulv uEcrsomccAT— s _ 2 K.THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 7FOOT-CANDLE AT THE WALKING SURFACE o.3t �a4+r mea av wlm RSI,.pp N L THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PP{�411SE5 ELECTRICAL SUPPLY.IN THE EVENT Drv:C.c.vs, OF POWER SUPPLY FAILURE,AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: E-wilrs�MePae.com. WIN-R Sr"Ood—,P W Aawaaiae,Cry=William I.AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS R sneppml n.I«aoss.os.zs II.CORRIDORS,EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS; 9 �3.m oa III.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. IV.INTERIOR EXIT DISCHARGE ELEMENTS,AS PERMITTED IN SECTION 1028.1,IN BUILDINGS REQUIRED TO HAVE TWD OR MORE EXITS. e Ae30 3 V.EXTERIOR LANDINGS,AS REQUIRED BY SECTION 1010.1.5,FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS, o Ao.3+ E B WINDOW SCHEDULE WINDOW ELEVATIONS _ E LOUVER ELEVATIONS W E 4 3 TYPE _ ¢° m° O 0 c7 U ;A0.33 W201-1 lW2 3'-0" 4'-0' i jT-0' IHUNG I ISHUTTER W201-2 W2 3'-0" 4'-0" -0" HUNG SHUTTER Adantic Beach s W201-3 W2 3'-0" 4'-0° '33''-0" IHUNG I I ISHUTTER A0.32 Atlantic Atlantic B�Club Phase 1 Construction Documents s 1600 Selva Manna Drive 0.33 Atlantic each,FL 32233 6 REVISION 0. N0. DATE DESCRIPTION _12-02-22 SO PRICING 22-1h23 DD PRICING 3 _23 90%CD 52323 PERMIT SET W2 \ LOUVER SCHEDULE 'A0.33' Z F 202 ° 4 = 2 K W 0 W p m z O 3 2 a 0 u 202-1 2'-8" _ 9'-6" New Construction 202-2 2'-8" 9'-6° New Construction 202-3 '2'-8" 9'-6° New ConsWction 2031 .2'-10" 9'-6" New C.B.ction 2032 2'-10" 91-6, New CDnsrruction A0.33 A0.33 203-3 2'-t0" 9'-8" New ConsWdion 2041 .2'.B" W S" LOW UTILITY WALL AT BOTTOM New Construction LU J s 33 A0.33 W f 2 _ U MOTORIZED SHADE SCREEN SCHEDULE W. W z z I 1 i I I i I a w a o 0 O r w a a 4 z = i w w w W uwi A0.33 OJ F Q Q Q ¢ /A� — 203 "." 204 z m 3 y a _/'10.2 203A YOUTH PAVILLION 10'-4" 9'-6" 9'-6° 7'-0" TBD MINIMUM OPENING AREA T-0"FOR EGRESS New Construction to 2038 YOUTH PAVILLION 10'-4" 9'-6" 9'-6" :0'-0" TBD New ConstruAion 203C YOUTH PAVILLION 10'-4" 9'-R' 9'-6" 7'-0" TBD MINIMUM OPENING AREA T-0"FOR EGRESS New CDnstluction DRWNBY: NRS!MWi MJi NY PROJECTNO.:2022-352 FOR INTERIOR DOORS SEE ID S H E P P H I R D ASSOCIATES ARCHITECTS+ENGINEERS FIBER CEMENT SIDING 26560 AGOURA ROAD.SUITE 106 ADHESIVE TAPE OVER METAL CALABASAS,CA 91302 FLASHING 8 NAIL FIN FIBER CEMENT SIDING FIBER CEMENT SIDING GWB 310.E70.9144 wil.s@shep-ae.com 1N'MINIMUM GAP,00 NOT GEAL 1111 El-�l FIBER CEMENT SIDING -� ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL - --SHINGLE METAL FLASHING ^'101RTEB0. ADHESIVE TAPE OVER METAL FLASHING 8 NAIL FIN FLASHING 8 NAIL FIN s.NUHRrn•m-u¢ax FLASHING 8 NAIL FINGWB GWB III MPI INUM GAP,GO NOT SEAL GWB 1/4'MINIMUM GAP,DO NOT SEAL s -MINIMUM GAP.DO NOT SEAL =�$ =y WOOD HEAD TRIAL -3$ INTERIOR TRIM(SEE SHINGLE METAL FL4SHING SHINGLE METAL FLASHING 101 rr SHINGLE METK FIASXING 1 ADHESIVE TAPE OVER METAL OAF�F2pAi AD ------- -pT-- FIASHINGBNAIL FIN ! l+r( WOOD XB-TRILA W000 HEAD TRIM t' INTERIOR TRIM(SEE 10) �� i WOOD HETRIM �/ In WINDOW JM1B WINDOW METAL FLASHING AR 1 sl ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METH. I FLASHING 8 NAIL FIN FLASHING 8 NAIL UNIT( FIN WINDOW UN ADHESIVE TAPE OVER SEE SCHEDULE) FLAGHIC P. f A" ----- - NG METAL f FLAJAMB FRAMEIBEYONDI fR_J 1 BNAIL FIN ___ ------- ---WINDOW METAL FLASHING -------- ---WINDOW METAL FLASHING WINDOW METAL FLASHING 1 WINDOW'Amo LICENSE.UM EPER IMMRS�EPP IIFATF TMIOA AL INTERIOR TRIM MKI NTMo N NOT CON f DE;9 sBGNFD ANL I ON ANr EL IHISIMAT'R4 EVENIFTED JAMB FRAME(BEYOND) DOOR(SEE SCHEDULE) DOOR ISEE SCHEDULE) I DOOR ISEEECHEDULE) 019h°IYSI➢F'M hY DOOR(SEE SCHEDULE) WTAarhA 9hepphnd IUS.' I I � pefiepaa cam, W 0iam R SheppNutl o.an.ppNra AawuaNACN.Wlliem ShapFITN R pOA:P@!.3$.23 A I 98Yk619'Oo' INTERIOR I EXTERIOR INTERIOR y EXTERIORINTERIOR I EXTERIOR INTERIOR EXTERIOR 1 Q DOOR TYPEINDEs HEAD 7 DOOR TYPEINCES HEAD 4 DOOR TYPE INBBs HEAD 1 HYPE AZ HEAD B ® ' ® 3SJL�J 3"-1'C. 3"=1'0" 3"-1.-1. 3"=11-0„ G.L. G.L. G.L. G.L. I A COMPOSITE WOOD SHEATHING FIBER CEMENT SIDING COMPOSITE WOOD SHEATHING FIBER CEMENT SIDING - FIBER CEMENT SIDING COMPOSITE WOOD SHEATHING FlWq CEMENT SIDING COMPOSITE WOOD SHEATHING SELF ADHESIVE MEMBRANE SELF AOHESNE MEMBRANE GWB SEALANT -� GWB SEALANT GWB SEALANT GWB SEALAO PSV✓T(PLASTIC SIMULATED WOOD TRIM) -� PSN?(PLASTIC SIMULATED PSWT(PLASTC SIMULATED Beach { PSWT(PLASTICEIMULATED WOOD TRIMI INTERIOR TRIM SEE ID ADHESIVE TAPE OVER METAL WOODTRIM) WOOD TRIM) ( ) FLASHING S NAIL FIN BYTERIDR TRIM(SEE ID) ACHESNETAPEOVERMETAL J ' I FLASHING HNAILFIN --- SEALANT Atlantic Beach Counter Club __ L.. - DOORFRAME 11-SEPLANTBEIWEEN SAM FISHING WRAP TO SEALANT DOORFRAME FILLETS-ALPNTBETWEEN SELF AOXESIVEMEMBRANE INSIDE FACE OF STUD Phase 1 SELF ADHESIVE MEMBRANE 8 DOOR FMME - 8 DOOR FRAME , Construction Documents — 1600 Selva Manna Drive Atlantic eac, K233 DOOR LSEE SCHEDULE) REVISION DOOR(SEE SCHEDULE) I N0. DATE DESCRIPTION 1202-22 SD PRICING 2 1102371 DO PRICING 3 }3023 90h C0 1 1 52123 PERMIT SET INTERIOR EXTERIOR INTERIOR I EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR 11 DOOR TYPE D-JAMB 8 DOOR TYPEINC 5 JAMB rJ DOOR TYPEINBBs JAMB 2 STYPE A-JAMBS 6 SCALE: 0 1 3"-1'-0" 3"-1'-0" G.L. G.L. G.L. G.L. rrf^1 INTERIOR EXTERIOR IMERIOR EJTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR VJ J_ I Q 1 I Q 0 WOOD JAMB TRIM(BEYOND) WOOD JAMB TRIM(BEYOND) WOOD JAMB TRIM(BEYOND) PSWTJNdB TRIM(BEYOND) O Q CLAD 000 DOOR (BOTTOM RNC) Z iOODR SWEEP OR MMLAR DOOR SWEEP OR SIMLAR "Z'SILL PAN __3xT I IS P'eMKOHALFSADDLE W THRESHOLD INTERIOR HALPSN)DLE INTERIOR FLOORING - SEALED CONCRETE I SEALED CONCRETE THRESHOLD m FLOORING BALXFILLSILLOVERHAND FLOORING TILE - W-DRYPACK GROUT E XTERIOR TOPPING SLAB O EXTERIOR TOPPING BIG i �a� 0 } I } g I I I — 0-A0.30 12 DOOR TYPE D-SILL 9 DOOR TYPE C-SILL 6 DOOR TYPE B-SILL 3 TYPE A-SILL BDALE =1R SCALE: II z INCHES a SCALE: 0 1 2 4 INCHES a SCALE: B INCHES B SCALE: 0 0 INCHES e DRAWN BY:WR6JMW;MJ;NY c ® ® ® PROJECT NO.:2022-352 =11_1. 3..=1._0. 3..=1-0•• 3"_1'-0" FOR INTERIOR DOORS SEE ID SHEPPHIRD ASSOCIATES ARCHITECTS t ENGINEERS 26560 AGOURA ROAD,SUITE 106 A` CALPBASAS,CA 91302 L J 310.670.9144 YAll.s@sh9pa— FIBER CEMENT SIDING FIBERCEMENTSIDING FIBER CEMENT SHINGLE FIBER CEMENT SIDING FIBER CEMENT SIDING _ ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL _ Aw+_re1E-m•I"agns FLASHING fl NAIL FIN FLASHING 8 NAIL FIN ADHESIVE TAPE OVER METAL FLAS..VE TAPE OVERMETAL GBNAIL FIN ` MINIMUM GAP,DO NOT SEAT RFP 1N•MINIMUM GAP,OO NOT SEAL OWE FLASHING6NAIL FIN 1N 19•MINIMUM GAP,DO NOT SEAL MINIMUM GAP,DO NOT BEAL SHINGLE METAL FLASHING - SHINGLE METAL FLASHING COILING DOOR RAILS SHINGLE METAL FLASHING OF FI SHINGLE METAL FLASHING I WOOD HEAD TRIMWOOD HEAD TRIM �� COILING DOOR WOOD HEADTROB WOOD HEAD TRIM(SEE ID) ± iY/�_1_T•S3'\` INTERIOR TRIM(SEE 101 4n ,J AR1 d,NPPST� ITy ADHESIVE TAPE OVER METALxv—ADHESIVE TAPE OVER METAL - 1' -- !U ADHESIVE TAPE OVER METAL FLASHING B NAIL FIN -' FLASHING 8 NAIL FIN ��I , ADHESIVE TAPE OVER METAL O -! FLASHING SNAIL FIN JTfRED NR& FLASHINGIN-11N WINDOW METAL FLASHING —- -—-WINDOW METAL FLASHING _ �� _ _ _—-- - WINDOW METAL FLASHING WINDOW METAL FLASHING THIS TEM HI—B.ELECTR ALLY SI[aI OA WINDOW JAMBTxEA DIDILOxI COILING ODOR HOUSING TIAL BOX I DOCUMENTARENOTWN ER SIGNEDAND oµDn�NDCTgE-CCO pS MIST BE VERIFIED I I JAMB FRAME(BEYOND) TRANSOM(BEE SCHEDULE) pglytFTRyan HY DOOR(SEE SCHEDULE) - DOOR ISEE SCHEOULEI VAIAam R Sha,ph.,d I ,,PRiP ae.wm,I I I I I William R 1nlRpphrtlE+Mill.O�hegtJre I ARotlebq CN=WIBem I � I I RshaF�R DRA:Eeztos.z3 I '1RFe.x8-U7ao INTERIOR I EXTERIOR INTERIOR EXTERIOR INTERIOR A EXTERIOR INTERIOR '� I EXTERIOR Q DOOR I TYPE HES E 7 DOOR TYHEAD 4 DOOR TYHEAD DOOR TYPE�EE HEAD SCAiW 3"=T'_0" 3.,=T.-p. 3=1.11 Ts COMPOSITE WOOD SHEATHING COMPOSITE WOOD SHEATHING 1 1 I FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT SIDING SELF ADHESIVE MEMBRANE SELF ADHESIVE MEMBRANE GWB SEALANTSEALANT RFP SEALNJT GWB SELF ADHESIVE MEMBRANE FLASHING PEWT(PLASTIC SIMULATED PSWT(PLASTIC SIMULATED WOOD TRIM(SEE ID) Adantic Beach WOOD TRIM) WOOD TR)M) OVERHEAD COILING DOOR INTERIOR TRIM(SEE ID) GUmE RAIL ASSEMBt r� TRIM(SEE 10) PDHESII'E TAPE OVER METAL _______ _______ __ —BRING&-L FIN Atlantic Beach Count Club DOORFRAME FILLET SEALANT BETWEEN DOORFRAMESELF ADHESIVE MEMBRANE FIEl ADHESIVE BETWEEN SEALANT SEALANT Phase 1 SELF ADHESIVE MEMBRANE fl DOOR FRAME DOOR FRAME I I Construction Documents WINDOWJAMBASSEMBLY PAINTEDMETALJAMETRIM 1600SolvaMarinaDrive WITH WEATHERSTRIPPING Atlantic Beach,FL 32233 I 1 DOOR(SEE SCHEDULE) OODR(SEE SCHEDULE) ( REVISION No. DATE DESCRIPTION 1 1-2 SOPRIGING 2 2-1623 OD PRICING 3 33623 90%CD II 52323 PERMIT SET 1 I I I I I I I INTERIOR EXTERIOR INTERIOR V EXTERIOR INTERIOR EXTERIOR I I INTERIOR EXTERIOR I I I I DOOR TYPEINHES JAMB 8 DOOR TYPE INGs JAMB 5 DOOR TYPE I I�Es JAMB 2 DOOR TYPEINEES JAMB 3"=1'-T 3"=V-0" 3"-1'D" 3"=1'-0" G.L. I r_ I I EXTERIOR Co INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR J I 1 Q I W r' 1 I PSWT JAMB TRIM(BEYOND) O w I WOOD TRIM(BEYOND)OND) WOOD JPMBTRIM(BEYOND) CICLAD WOOD DOOR — (BOTTOM RAIL) Z DOOR SWEEP OR SIMILAR DOOR SWEEP OR SIMILAR TSILL PAN ) INTERIOR FLOORING PEMKO H—SADDLEI PEMKOHALF-SADDLE m SEALED CONCRETE THRESHOLD SEALED CONCRETE THRESHOLD O FLOORING FLOORING O EXTERIOR TOPPING SLAB Cl a EMERIOR TOPPING SLAB I F DOOR TYPE H-SILL (] DOOR TYPE TYPE G-SILLDOOR _._ O-AO X 31 1 2SCALE: D 1® 9 SCALE D� 6 DOOR TYPE CH-SILL 3 DOO�R TYPE CH S SILL SCALE 3-=1WR SCALE: B 1® SCALE: DD IG1 : DRAWN BY:WRSfMWIMJ;NY 3"=V-0' 3"=V-0' _ _ PROJECT N0.'.2022-352 3" 3" V-13" FOR INTERIOR DOORS SEE ID SHEPPHIRI) ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 1Dfi CALABASAS,CA 91302 8 310.670.91,4 ALI.S@Sheµae DID FIBER CEMENT SIDING FIBER CEMENT SIDING FIBER CEMENT BIDING ADHESIVE TAPE OVER METAL ADHESIVE TME OVER METAL ADHESIVE TAPE OVER METAL MlcieEcrz[INa�Ra FLASHING B NAIL FIN GAB FLPBXINGBNAIL FW FLASHING B NAIL FIN GV/BII 1/d•MINIMUM GM,00 NOT REAL 1/4'MINIMUM GAP.00 NOTSEAL GWB I IN'MINIMUM GRP,DO NOT SEAT SHINGLE METAL FLASHING SHINGLE METAL FLASHING SHINGLE METPI FLABHING 'AF' ON F109 O s WOOD HEAD TRIM PJM AR 1 INTERIORTRIM(SEE IDI WOOD HEAD TRIM INTERIOR TRIM ISEE ID).= INTERIOR TRIM WOOD HEAD T (SEE IDI I�V ' ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL ADHESIVE TAPE OVER METAL •'� � ll FLABHIND BNAIL FIN i FLASHINGBNAIL FIN l FLABHINGBNAIL FIN s[�EREO ARG�y T— WINDOW METAL FLASHING WINDOW METAL FLASHING _ WIN00WMETAL FLASHING sITEM Hns BEEn EIEC1RpiICKL IVINDOW JAMB WINDOW JAMS WINDOW JAMB s HIED By wIWUJ R.sHFPRHIROgFL RIDA L IEIENSE NUNBEP AR 1.111MIlE DATE AND SK�[._. UMMP ES •- CUMENTAFENMOOKSIDER=_D9GNEDMI On ANYELECTROmCII COPIEs ST BE VERIFIED JAMB FRAME(BEYOND) I•• WIND OW UNIT(SEESCHEDULE) JAMBFRAME(BEYOND) WINDOW UNIT(SEE SCHEDULE) JAMB FRAME(BEYOND) WINDOW UNI SEE SCHEDULE) PIGm op.pDY Mm v.v SEePPM1irtl E-S'�ilLs®MePaerun. William Repplartl oseeppa`a R S,*Pee,Cwwmem R SM1apphW fLIe:2W8.DE29 I I a@892}Q'GR INTERIOR "I" EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR 7 WINDOW TYPHE W3-HEAD ES 4 WINDOW TYPE - HEAD WINDOW TYPHE W1- HEAD G.L. G.L. G.L. ES 8 I FIBER CEMENT SIDING FIBER CEMENT BIDING FIBER CEMENT SIDING GWB SEALANT BE0.lANT GWB SEALANT GWB I WOOD TRIM(SEE ID) Adantic Beach WOOD TRIM(SEE ID) WOOD TRIM(SEE ID) INTERIOR TRIM(SEE 10)) 1 % INTERIOR TMM(SEE ID) 1 ACHES IVETME OVER METAL INTERIORTRIM(SEEID) ADHESNE TAPE O\'ER METAL FIASXING 8 NP1L FIN ADHESNE TME OVER METAL —___ _ _ FLASHING fl NAIL FIN Beach Country�+ I. —-—-—-—-— - - FLASHNG UNA1L FIN - Atlanti Beac I Club sEALANT _—_ - SEALANT SEALANT Phase 1 Tp WINDOW IAMB ASSEMBLY -IN.--AMB ASSEMBLY Construction Document WINDOW JAMB ASSEMBLY I 1600 Selva Manna Drive Alank Beach,FL 32233 REVISION BILL BELOWI 1 . DATE DESCRIPTION�SILL BELOW N01 12-02-2] SD PRICING SILL BELOW 2 2-10.23 OD PRICING WINDOIV UNIT(SEE SCHEDULE) WINDOW UNIT(SEE SCHEDULE) 3 330.23 90%C0 4 ­23 PERMIT SET I INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR I I � 8 WINDOW TYPE W3-JAMB cA) WINDOW TYIPE W2-JAMB 2 WINDOW TYPE W1-JAMB ® 4 LHEB 0 3"=1'-0" 3"=1'-0" 3"=1'-0" INTERIOq EXTERIOR INTERIOR EXTERIOR ERIOR EMERIOR tee•`_ I.. `^ I 1 J i I WINDOW UNIT(SEE SCHEDULE) WINDOW UNIT(SEE SCHEDULE) WINDOW UNIT(SEE BCHEOULE) LQ I f•— Q WRB ARB ARE O BEAINJT WITH BACKER R­ SEALANT WITH BACKER ROD SEALANT WITH BACKER ROD Z INTERIOR TRIM(SEE ID) INTERIOR TRIM(SEE ID) / INTERIOR TRIM(SEE ID) jam• .% WOOD TRIM(BEE W) 4 —WOOD TRIM(BEE ID) WOODTRIM(SEE ID) _x W GWB GWB GWB O O FIBER CEMENT SHINGLES FIBER CEMENT SHINGLES —FIBER CEMENT SHINGLES _ Q i 0-A0.32 9 WINDOW TYPE W3-SILL SCALE:3• SCALE: D 2 d INCHES E 6 WINDOW TYPE W2-SILL 3 WINDOW TYPE W1-SILL c ® SCALE: ® SCALE: a t z® GRAVMBY:WRSIMW7MJ,NY c 3"=1,_0.. 2022-352 SHEPPHIRD BUILDING SKIRT 1 + —PAINTED WOOD PRESSURE CAP ASSOCIATES + SKIRT ARCHITECTS+ENGINEERS 21R' F I r 26560 AGOURA ROAD,SUITE 106 T CALABASAS,CA 91302 1B LAG SCREWS I TRUSSES I A0.33 TO REAM j 310.670.9144 wiII.S(g1Sh¢use,COm I I _ BLOCKING —T PAINTED STEEL mwrrr�xs aam / \\ CONNECTIONTxmtt s n¢Bx —TSGCEILING I I yy STO HOLES s.w:. s• fF77 S.S.'L'RRACKET 6'r a's 110' SLOTTED THROUGH TOP OF I (2)tIT 5S.M.B. I RUNNER S SECURED WITH BOLT C 11T S.S.M.B. I PAINTED STEEBOARL STIFFENER PAINTTEEL ` I. 9i p PAINTED STEEL ' 3BSUPPOWITH SS STIFFENER SYSTEM MULLION ]U WITH SSV yARE L—i—J SYSTEM HEAD MULLION 1 D _P I YC,, i .1 7 8rE'-��3 II7 SYSTEMLOUVER REp AR SLOTIED INTO EM HASE—BBEEN EIELTRIXI cNLr BION VERTICAL MULLION R H11 ] ENSSENUMpmSo�"SD�TMIA111^PNA PRESSURE CAP )BIT DOCUIE EILECMTBO'CCOP REERE�BE vearw0 - LOUVERRUNNERAT FLOOR . iC PAINTED STEE. I G DfsV^eE�IDFO A033 SUPPORT STIFFENER WEnsnR epp11ir0 I SYSTEM LOUVER WITH STD HOLES ON:C=418 f (3)S.S.M.B. / (BASE SUPPORTED) SLOTTED INTO E+.il.s�NePae.cwn. VERT—MULLION Wlliem R`NhWpH 0. ppve 1 I I SYSTEM BASE MULLION ) W HHG SKETTFR Re DPI DI William ALLOW GAP I p.9 SAe—E FOR DRAINAGE I �® I ALLOW GAP I NOTE-LOUVER MUST VO?S I I �� 1h FOR DRMNAGE BE ABLE TO SPAN 1,•,� _ WRH SELF-WEIGHTS " PLANK FINISH FLOOR CONN STEEL DEFLECTION LIMITED CONNECTION T - WRH STD HOLES EMERIOR INTERIOR TO LIlB00 S.3.1 BRACKET 6'x A's t(4' 1213.5.M.B. 1 C SLOTTED THROUGH BOTTOM OF a—— — RUNNER 8 SECURED WITH BOLT SILL EXPANSION BOLTS sPOCKET - WITH NON-SHRINK GROUT SLOPED FLOOR 6LOCIUNG . TO RECESSED SLAB EDGE SLOPED FLOOR LOUVER WALL DETAILS 1A 1 SCALE: a 1 Z® LOUVER PANEL DETAILS .3 3 � i0 3._,,-D.. SCALE: 0 t0 1 2® A0.33 AB.33 I I — �' I — --- 1— {-------- — r� BeachI t 2C _ 4g 26 Atlantic Beach Country Club_ Phase 1 —_477777�_— VARIES Construction Documents 3B PE'PL"" 1600 Selva Manna Dnve 4A TRUSS A0.33 V 6 V EDUAL Ewa EQUAL T.6 v2' Atlantic Beach,FL 32233 BLOCKING REVISION NO. DATE DESCRIPTION 1 12-0251 SDPRICING CD PRIC T&G CEILING I 3 330.23 11111 TNG - S.S.'L'BRAGKETe'a4'a114"SLOTTEDTHROUGH I I 2B I I 12}23 PERMIT SET TOP OF RUNNER S SECURED WITH SCREWS SEE ID FOR LOUVER 1- PATTERN SPECIFICATIONS I I I I I I II I I I I I I I I I i I I I PREFABRICATED I NON-FERROUS I I I LOUVER WALL II SYSTEM PROVIDE SHOP I I DSRAWINGSFOR CHITECTS FA t1O PRIOR TO I I I I I I 11 I 4B I I I BUILDING COLUMN A0.33 , I I I I I I I I II I I I U) I < I I I zc W A0.3] Q = I i W I I I D Be 3A O I uI I I I I I FIN15HED FLOOR PLANKS TLU I I I I 1 I ry SLOPED FLGDR BELOW I � L Thl -T- I - -- \ 4A / 0-A0.33 4 LOUVER PANEL 2A 2 LOUVER WALL SCALE:A-- ® SCALE: D 3 SCALE 0 3 6 12 INCHES 24 ® ORAWNBY:VIRB/MWIMJINY ,•_,•-0� PROJECT N0.:2622-352 4 SHEPPHIRD MTERIDR EXTERIOR ASSOCIATES ARCHITECTS+ENGINEERS I 26550 AGOURA ROAD,SURE 106 Plan l"if"'I9'� INTERIOR _WPLL CENTERLINE CALABASAS,CA 91302 • ____-_— -- ___ ___J_ Q Q j 310.670.9144 will.,@shep Do SOFT,r Frt BUILT PER PLANS c���c�' s: ME�welrras Sr0 o 6 N p LD.I COLUMN BASE • �w — V ,{' �_ �C SHADENOUSINGABOVE fi 1iE R0 �_________ _______ SHAOEHOUSIIIc , �d - Z w WAILCENTERUNE EO EO AR1 F'�G ' •--I:.... k - Q 3 —_ _—_ _ — arta•*Y a_—-o ❑{ HEM EAR stERFa` _. SHADE I o W __ ________ 11.1 Q O W 211/16 SHADE CABLE FLOOR MOUNT — GUIDE GABLE AND.OF DTxE 5016 LLREEMu�LvIII— CABLE ONTIEg0,ft0gi0n 'IGNA UMaEq.R,ossasDNTTED.TE w FT THIS y ED SIGNERIFI --I ------------------ — I STBE VERIFIED 2O - — • y �¢ It31x• CABLE FLOOR MOUNT R�°811ePPh04 ~ E C.@MNPae.— g< EXPANSION BOLT William R 6XIe°PI 0Darlew*' —d—CN WOgem RS apphIbi v� Z 0 EXTERIOR fMls'-26YA0a.23 ?� . SLAB OA2g'21-8900 Elevation Vertical Section - "' m v, PaNRMd___— 4 SHADE SCREENI—JAMB, BLDG 2 SCALE:SHADE SCREEN—HEAD&SILL, BLDG 2 ,n•I ^�. =a SCALE: 0 1® 6 1� Eq NOTE: ew*Es--E SUPPORT INGSTRUCTURE AND BLOCKING 1°wsER qE s RI T°IseogrmuE ERHEOEv.Nr rTe°wlc.wgRwnx°ncE RUIIR usLE TRwIxnTlox oRnors �°'°"`""°""°" O INTERIOR 4 EXTERIOR AS REQUIRED TO SUPPORT AND RESISTS ALL LOADS ARE BY OTHERS.CONDITION xLmxexslaw AlrEw Nc w INTERIOR SHOWN IS DIAGRAMATIC ONLY _ O _ _ Ys'woD0�111x1e — SHEET: Y GO FFITBUILTPERPLANS. EX0063:EMREXXLMON IM--)Angled 127H,xl //Cable Guides//Regular Noll//Outside Maunt(Dvemead) SEE 4/OAO.82 fWALL CENTERLINE 7 SHADE SCREEN GENERAL DETAIL SCALE: NOTTO SCALE COLUMN ensE ! w ---__ -�SHADE HOUSING ABOVE Adantic BeachI 9/16•: FW WALL CENTERLINE O I SHADE HOUSING a., Atlanfic Beach Country Club SHADE EO Phase 1 m n EO - p„Ng• _SHADE CABLE FLOOR MOUNT Construction Documents I _CABLE H-MBAR 1606 Selva Manna Drive Atlantic Beach,FL 32233 GUIDE CABLE REVISION N0. DATE DESCRIPTION 1 t2-02-22 BO PRICING 2 2-10.23 DO PRICING 3 130.23 0%CD CABLE FLOOR MOUNT 4 52121.PERMIT SET EXPANSION BOLT EXTERIOR j 2, TLE MORTAR BED SLAB 5 SCALE:SHADE SCREEN —JAMB, BLDG 3 2 SHADE SCREEN—HEAD&SILL, BLDG 3 Do 1�1� SCALE: v 1 2® 3„_V-D” 3"=T-10" 4 U) J INFERIOR Q I - •. WALLCENTENLINE rQ ,' SOFFN BUILT PER PLANS. z BEE$/6-/1D.Bd COLUMN SECTION AT TOP RAIL W w I..L TOP RAIL 'U'^^ V! w �SHADEHOUSINGPBOVE ❑ O SHADE HOUSING uj WALL CENTERLINE Q —_ _—_W —_i_ _� kE� rvv EJSHADE HEM BAR m _ 21111E w SHADE GABLE FLOOR MOUNT GUIDE CABLE N UCABLE N CABLE FLOOR MOUNT LOL EXTERIOR GRADE WOOD SCREW EXTERIOR I TOP RALL R 0-A0.40 6 SHADE SCREEN —JAMB, BLDG 4 3 SHADE SCREEN—HEAD&SILL, BLDG 4 SCALE:AS did ^ SCALE: ® SCALE: ® PRAWNBY:11RSIMWIMJINY 'c � 3"=7'-O'• 3"=T'-0' PROJECT NO.:2022352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 d 310.670.9144 w1II.S@shepee.— 2x4 WOOD STUDS n.onnx Asm 2x4 W000 STUDS g 18'O.C. 2x4 WOOD STUDS 16'O.C. SPACING PER STRUCTURAL s wvwR:ls�[r:claEAa. SEE ALSO STRUCTURAL SEE ALSO STRUCTURAL GWB BOTH SIDES GWB BOTH SIDES GWB BOTH SIDES 'E OF FSO a SHEATHINGPERSTRUCTURAL SHEATHING PER STRUCTURAL _ A-4 FIBERGlA45 BATTAR INSULATIIX4 1 _ � FIBERGLASS BATT INSULATION c MINERAL WOOL BATT INSULATION AT REO BOUND WALLS WHERE OCCUR.FILL cnv rv�cRlllHxPCa11L.5FL NOA [ Eq AS 102111 IN IRE GATE GB DO U EM AP ENOUCON oEeEO SIGrvEIANU SEALED A-11-1. oust eE vEAIFlEO R epphirtl p_C.M INTERIOR - INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR WIlfi—R%¢pp1tl E+91.sphspee.wm, 1ROSheIOM1RE AlsoaeFI C R9N=vnlliam R SheRtl Babr 2�.G6.23 UB'.ffidl-0T'00' 7 WALLITYPE INCHES B 4 WALLITYPE A10 3 WALLIT2.4 YPE A01 B 2x6 W ODD STUDS 216 WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL GWB BOTH SIDES GWB BOTH SIDES AdarItic Beach SHEATHING PER STRUCTURAL Atlantic Beach Country Club Phase 1 MINERAL WOOL BATT INSULATION AT Construction Documents SOUND WALLS WHERE OCCUR.RLL - cavlTr. Selva Manna 2233 - Atlantic eac,FL 32233 MINERAL WOOL BATT INSULATION AT REVISION SOUND WALLS WHERE OCCUR.FILL CAVITY. NO. DATE DESCRIPTION S t 12-U2-2Z ED PRICING 2 1,1623 DD PRICING 3362] %%CD 52323 PERMIT SET INTERIOR INTERIOR INTERIOR INTERIOR 5 WALL TYPE A11 2 WALL TYPE A02 SCALE: B 10 1 2® SCALE: G 1® 3-=V-0- 3-=1'-0" 2x0 W000 STUDS a WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL co^^ GWB BOTH SIDES t1W^ FULL BRICK GWB BOTH SIDES GWB LL MORTAR SHEATHING PER SHEATHING PER STRUCUTEM. J STRUCTURAL 2'AIR GPP 1 Q IS 11 MINERAL WOOL BATT COMPOSITE WORD SHEATHING INSULATION AT SOUND MINERAL WOOL BATT INSULATION AT WALLS WHERE OCCUR. SOUND WALLS WHERE OCCUR FILL FILL CA— CAVITY. FIBERGLASS BATT INSULATION 2x8 OC ST., SPACING PER STRUCTURAL o B INTERIOR - EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR 8 0-A0.50 8 WALL TYPE A22 6 WALL TYPE Al2 3 WALL TYPE A03 SCALE:3 aG 1® SCALE: GG 1® SCALE: 0 10 2® PRAYMBN WRSIMW IMI INY SCALE: 3,=1'-0" PROJECT NO.:202P-752 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 2656D AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 J 31D.670.9144 wills@shepae.rom xcs 214 WOOD STUDS V �� SPACING PER STRUCTURAL VWOODSTUDS 2x4 WOOD STUDS yyy, �y,Wray SPACING PER STRUCTURAL SPACING PER STRUCTURAL 2.4 WOOD STUD SPACING PER STRUCTURAL GWS = F.G.SHINGLE PANE.BIDING GM F.C.SHINGLE PANEL SIDING CERAMIC WALLTILE CERAMIC WALL TILE t xS"`OR.3F 1.�9i GWB SHEATHING PER STRUCTURAL LEMENTIOUS BACKING BOPRO, LEMENTIOUS BACKING BOARD BOTH SIDES COMPOSITE WOOD SHEATHING COMPOSITE WOOD SHEATHING AR 1$ �t� �W L !BATT INSULATION AT ' FRED ARO S LINDWOOa\~ SOUND W'ALlS WHERE OCCUR.FILL MINERALWODL BATTINSULATIONAT CAVITY. FIBERGUSS BATTINSULATION FIBERGLASS BATT INSULATION SOUND WALLS WHERE OCCUR,FILL TH CAV TY. A BEEN-TPONICALLY SIGNED RAL SFA D NDTTEi 5:GNA CONSIDERED vENFFD ON ANY_TBamc COPIES R 91 1 =�etl OY VWAtt:r-U&�ePPM1ib ON:L={IS INTERIOR INTERIOR INTERIOR r, EXTERIOR INTERIOR ETITERIOR Ewriil.ai, epae.tNn, y NAlliam R BRepphwliO�neppia INTERIOR V INTERIOR ANCON,Ia:CN-Wllllem R SNeµYaW Dtls'.20YJ.e5.23 WALL TTY® 7 WA: D 1TY® 4 WA: 0 ITYP® WALL TTY® 2.6 WOOD STUDS21fi WOOD STUDS PER STRUCTURAL SPACING PER STRUCTURAL 2x6 W DOD GTUD SPACING PER STRUCTURAL GWB F.C.SHINOLEPANEL SIDINGAtlantic Beach CERAMIC WALLTILE CERAMIC WALLTILE Country CI,V GINS CEMENTIOUS 6ACKINGBOARD, CEMENTIGUS BACKING BOARD Atlantic Beach Country Club BOTH SIDES COMPOSITE WOCC SHEATHING Phase 1 Construction Documents MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR.FILL1600 Selva Marina Drive MINERAL WOOL BATT INSULATION AT CAVITY, FIBERGLASS BATT INSULATION Atlantic Beach,FL 32233 SOUND WALLS WHERE OCCUR.FILL CAVITY. REVISION NO. DATE DESCRIPTION 12-02-22 SOPRICING 2 2-10.43 OD PRICING ` 3 32123 PERMIT BET l INTERIOR INTERIOR INTERIOR — —n`l4 ERXTERIO INTERIOR INTERIOR WALL TYPE WALLTYWALL TY 1® : 01® : - 1® 3"=1'-0" 3•=1'-0" 3"=V-0" —WOOD STUDS —W DDD ETUDE SPACING PER STRUCTURAL SPACING PER STRUCTURAL w/ Z.WOOD STUD SPACWGPBER STRUCTURAL GWB F.C.SHINGLE PANEL SIDING W CERAMICWALLTILE LL CERAMIC WALLTILE GWB F— CEME `[ S BACKING BOARD. CEMENTIOUSBACNINGBOARD BOTH SIDES J COMPOSITE WOOD SHEATHING Q L WOOL GATT INSULATION AT MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR,FILL SOUND WALLS WHERE OCCUR.FILL CAVR CAVITY FIBERGLASS BATT INSULATION INTERIOR INTERIOR INTERIOR �. INTERIOR INTERIOR EXT£RIOR Is n 1 e 1 SCALE: 0 O_~O'c WALL TYPE A32 SCALE: 2WALL TYPE B06 Q WALL TYPE B03 3 (®IB SCALE. ORAWNBY:WRS!MW,'MJINY 3'=1'-0" 1 3'=1'_DV-D" PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26566 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 j 319.670.9144 NR.S@SDepafi.cdm 2xA WOOD STUDS —0 2vAWOOD STUDS s +rern�Olcv.T® SPACING PER STRUCTURAL 2A4 WOOD STUDS SPACING PER STRUCTURAL SPACING PER STRUCTURAL SPACING PER STRUCTURAL F.C.SHINGLE PANEL SIDING �' FRP PANELING CERAMIC WALL TILE CERAMIC WALL TILE CERAMIC WALL TILE ` f-0a sF�C L' CERAAIICWALLTILE GYP-WAILBOARD 1 'If PL CEMENTIOUSBACKINGBOARD 31a-CEMENTIOUS BACKING CEMENTIOUS BACKING BOARD GWS BOTH SIDES _L- SCI COMPOSITE WOOD SHEATHING CEMENTIOUS BACKING BOARD ARI pR�t r 112'PLYWOOD SHEATHING '�d SEE STRUCTURAL. MINERAL WOOL BATT INSULATION AT I.?FRED A — FIBERGLASSBATTINSULATION SOUND WALLS WHERE OCCUR.FILL CAVITY. III "'E" sEgLiD ev wiulELLiv.aTIs�EPPIA`ilnD.FLFLDRIDA NR11IJ NTE06COPp pFInTMnOaTAL SIG IS ARB NOT 1-10 RED 6IDNED AND on ANrELLCTRonw CO, 6T BE VERIRED a�aa By IA BhePPhutl ON C.It3, INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR yV!I.pMeµae.mm, INTERIOR INTENIOR VJllidmR BHppWd-- —Waem R SheppNN ONr P4> C AB9R24E7D 'd' 10 WALL\TYPE INCHES B 7 WALL TYPE B30 4 WALL 1 2 1 621 A WALL TYPE 607 ® ! SCALE: 4 1® ® 1 SCALE: 4 1 2 3"=V-O„ 3"=1.-O" 3"-1 O" 3°_1.p 2x6 wooD sTuos 2xa wooD slugs 2x6 WOOD STU03 SPACING PER SRIUCTURAL SPACING PER STRUCTURAL SPACING PER STRUCTURAL F.C.SHINGLE PANEL SIDING Adantic Beach CERAMIC WALLTILE CERAMIC WALL TILE CERAMIC—TILE GWB CEMENTIOOEA—INGBOARD CEMENTIOUS BALKING BOARD Atlantic Beach Country Club COMPOSRE WOOD SHEATHING SHEATHINGPERSTRUCTURAL Phase Construction Documents MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR FILL 1600 Selva Manna Drive FIBERGLASS BATT INSULATION CAVITY. Atlantic Beach,FL 32233 REVISION NO. DATE DESCRIPTION 12-g2-22 1 SO PRICING ri, I 2 2-1423 DD PRICING 3 13623 90%CD 4 52123 PEFINIISrr INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR i INTERIOR 11 WALLYTWALL TYPE WALL TYPE : - T� 7a 1® J1® sJ 2x8 WOOD STUDS SPACING PER STRUCTURAL 1 2x6 W00D STUDS 2vA\HOOD 5TU03 1 SPACING PER STRUCTURAL SPACING PER STRUCTURAL rr^^ VJ F.C.SHINGLE PANEL SIDING ^a- LL CERAMICWALLTILE — CERAMIC WALL TILE CERAMIC WALL TILE } GWB i GWB CEI4ENTIOu30ACKIRD ,� - J BOARD CEMENTIOUS BACKING BOARD CEhIENTIOUS BACKING BOARD COMPOSITE WOOD SHEATHING PER SHEATHING PER STRUCTURAL J SHEATHING STRUCTURAL BOTH SIDES MINERAL WOOL BATT INSULATION AT L WOOL GATT INSULATION AT SOUND WALLS WHERE OCCUR.FILL SOUND WALLS WHERE OCCUR,FILL FIBERGLASS BATF CAVITY. CA— INsuunDN F INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR 0-A0.52 12 WALL TYPE B52 6 WALL TYPE B23 3 WALL TYPE B20 SCALE:2—=I-4 SCALE: 4 I 2�INCHES A SCALE: 4 1® SCALE: D 1 DRAWN BY:NR6!MWlPAI;NY 3"=1,-O. 3"=T-O• 3"=1'-0" PROJECT NO.:2922-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SURE 106 CALABASAS,CA 91302 w.csa 8 310.670.9144 wilLs�'shePaecom I 2.4W000 S— I 2An WOODSTUDs z.s wooD sruos rna SPACINGPERSTRUCTURAL SPACWG PER STRUCTURAL SPACING PER STRUCTURAL FRP PANELING 1 I I GWB FULL BRICK I FRP PANELING BOTH SIDES FRP PANELING MOO PANELING BOTH SIDES OF F, MORTAR I•I x,. R. �/r SH�TUWTP- GWB BOTH SIDES GWBBOTHSIDES N lNly >'T 2-AIR GAP EI COMPOSITE WOOD SHEATHING I MINERAL WOOL BATT INSULATION AT fAINERA!1100E BATT INSUTATION AT � CSfERED I,a�' W SOUND WALLS WHERE OCCUR,FILL SOUND WALLS WHERE OCCUR.FILL CAVITY. FIBERGLASS BATT INSULATION CAVTY_ IGITEM HRS BEEn EIECTH GrvEp Y ""N"CG"GvvnLURMRs vvwnoric AL A LSIGN—RE FRINIEDSCOPIESOOFTN 5wG 2.B WOODSTUDS OO�µUCFND NOT LGNREM S BEVE IHE SPACING PER STRUCTURAL 1J TX' A u u EVERIFlED COPIES. 1 -NW'—p h 1 ppM1irtl R SAepp INTERIOR E%iERIOR INTERIOR INTERIOR IOR INTERIOR INTERIOR E-rills@YTepae com, W Iliam brtl O.SIIappNitl RShl a,CN.wwam R SAepp Ntl Baro--Gs.la 9B2BTAyT'00' WA: - ITYP� E C22 B 7 -- WALL 1TYP® WALL TYPE C01 WALL TYPE B53 4 SCALE: B 1 z® SCALE B04 WCHEs 3"=1'-0' 3"=1T_O,T GII 3,T�1�0. L� 1' 2.6 W DOD STUDS2.s WOOD STUDS z.m wooD sroos k" SPACING PER STRUCTURAL SPACING PER STRUCTURAL SPACING PER STRUCTURAL FRP PANELINGAdantic Beach FRP PANELING BOTH SIDES CERAAIC WALL TILE GWB - -GWBBOTHSIDES GWR BOTH SIDES EEMENNOUSBACKING BOARD Atlantic Beach CountrvClub Phase 1 IT Construction Documents MINERAL WOOL BA—ME—ON AT MINERAL WOOL BATT INSULATION AT MINERAL WOOL BATT INSULATION AT SOUND WAl9 WHERE OCCUR FILL SOUND WALLS WHERE OCCUR.FILL SOUND WALLS WHERE OCCUR.FILL 1600 Selva Manna Drive CAVITY. CA11— CA'1fi1'� Atlantic Beach,FL 32233 REVISION N0. DATE DESCRIPTION 12-C2-22 SO PRICING 2 2-10.23 DDPRICING 3 13623 90Y.CD 4 S_2— PERMIT SET INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR WALLTYWALLTYWALL SCALE: : 01® SCALE: 0 1 2 INCHES 8 2.s Wvno sruos SPACING PER STRUCTURPL I U) W FRP PANELING IV a GWB BOTH SIDES J MINERAL WOOL BATT INSULATION AT SOUND WALLS WHERE OCCUR.FILL CAVITY. I F I INTERIOR — INTEIROR 0-A0.53 6 WALL TYPE CO3 scuE:—W SCALE: O_1 2 NORFE a DRAMBY.WRS.'MwJMJJNY -- PROJECT NO.:201 c SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS vz• 26560 AGOURA ROAD,SUITE 10 JNT.PER STRUCT CALABABAG,CA 91702 ,vxcs�s b 370.670.9144 wilsLLlshep-aEcam \\ 2-WOOD STUDS@ 1--C- 2,8 WOOD STUDS RESILIANT CHANNEL MOUNTED SEE ALSO STRUCTURAL SPACING PER STRUCRIRAL TO STUDS ON ISOLATION PADS Z%e WOOD STUD I. GWH r2 GWB. SPACING PER STRUCT F.C.SHINGLE PANEL SIDING SI THING PER STRUCT PLVW000 SHEATHING MINEPA WOOL BATT 7 1 - INSULATION AT SOUND WALLS GWB NO INTERIOR FINISH WHERE OCCUR.FILL CAVITY. COMPOSITE WOOD SHEATHING ARE , FRP SEE IO EXISTING CONSTRUCTION �S�fgE gC r AN xa.S-Nf LTRONILALLYOSIDNE IDA 1 NE DATE.L EHls GD EN,o;E�sEs 1 SEA-ED E ELT ESL��PES MUST BE'MRIFE� � 8neppWhlre Orv:c-ue. INTERIOR �_h INTERIOR E.will.s�fiepae.rom. INTERIOR EXTERIOR WiIIiSRlR911 yp11mD dSNegN R Etl 1.pP A CN=Wllllem H 0eSm DW'2E2].OS23 ABR9243Q'99' Q WALLTYPE WALLTWALLLTY SCALE: : 012 INCHES A 1® 3"-1 0". 3"_1 0 3-=1,-0., 2e1 WOOD STUDS SPACINGPER STRUCTURAL 1 GINS a—SIDESAtlantic Beach Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Marina Drive Atlantic Beach,FL 32233 REVISION NO OATS DESCRIPTION 1 I 12-02-22 '2L12 D PRICING I 2 2-10-23 OD PRICING 3 1—23 90%CD 52123:PERMIT SET 2 WALLTYPE 3-=V-0" 2x4"OD STUDS SPACING PER STRUCTURAL VJ W a GWB MDO PANELING r J Q I I PUBLIC 91DE 0-A0.54 3 WALL TYPE C32 SCALE: SCALE: D 1 2® DRAWNBY WRS!MWIMJ;NY 3"=V-0" PROJECT NO,2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 FIBER CEMENT SHINGLE PANEL SIDING )310.670.9144 wi.3@Ehspde.cOd I — F3.90NGLEPPNELEDNG MIEPIGRGMEAIHMG—y�I wutcsu 11 N3UUDfN I 1 mwrtx� WHExEREOD�--r� t�xcwrEns.Exrw¢as I E%iEAIOR SNEAIHNG II I STIAIFx 31PP I II<•GM..O NOiLNrtH QF F2 .—G M.0D I FUS—I I -TPN MOUID GPFNNG RI _ I 0.R 1 4'� PExE114111de I '.1Ci��26'. I ti3•r_�gf S' I AM DS'EN ELecm.NcuL ATE on D1E.. ONI —F.l.T`IMvw I 5 crvnivaE vmrATreo c""UPTH sddTW ...NEAT ARE NOT G.nsIDERE. — 1 I 01—CL CTIOM-11ES.WSi BE VERIFlC WNl FRDNNG I I LEAVE 4FPROPRNtc GIP MOLDY IV by I RNL1GWlN Hflxamfl3b PPbira I 11 FINISH FLOOR ON:c=Les. William RS PIVIAddSbep d A.YatlaNa,CN_YAlllam ptls 2ffi4.33.23 I ONYRA�C700 4 PENETRATION DETAILWALL BASE DETAIL SCALE: + INCxgs� SCALE G I® 3"=1'-0" 3"=1'-0" ._____—____ I IAlc anbc Beach1 I1 Atlantic Beach Country Club Phase 1 Construction Documents ExrEwDR sxEAixwG 1600 Selva Marina Dnve II Atlantic each,FL 32233 I REVISION N3tlUD04 NO, DATE DESCRIPTION wNEr¢raps xD¢�-wnc 1 12-02-22 SD PRICING 2 2-10.23 DDPRICING 3 33623 90•/CD ' 4 62123 PERMITSET I I IF 2 INSIDE CORNER DETAIL SCALE: + 2® 3" I � � I J II II a Lu I Q xlaEwaR sxFAlxixc� I EVENOR SHEATNNG J II J II Q II II �/ wODGFRINIXG LL I O � II ________ ______ W 1 W F e 3 0-A0.60 OUTSIDE CORNER DETAIL SCALE 3=I� 3 SCALE: DRAWN BY:WR6!MW;MJ;NY 3"=1'-0. PROJECT NO.:2022-352 FOR INTERIOR TILE SEE ID SHEPPHIRD ASSOCIATES ARCHITECTS t ENGINEERS SHOWER RECEPTORS CALABAASASASRA CA ROW91302,SURE 106 ALA , INTERIOR WALLS OVER WOOD OR METAL STUDS Solid Backing B421-18 d 310E70.9144 wIO.°c nD' ; Wood or Metal Studs W245-18 INTERIOR FLOORS OVER CONCRETE Bonded Waterproof Membrane °, Coated Glass Mat Water-Resistant On-or Above-Ground Concrete F125-Full-18 Ceramic Tile ".�.•.�, Gypsum Backer Board Crack Isolation Membrane(Full Coverage) Ceramic Tile Ceramic Tile 0 E ti 0 CERAMIC TILE CERAMIC TILE CEMENTITIOUS d ARE P ? CERAMIC TILE BOND COAT �(CEMENTITIOUS CEMENTITIOUS BONDED CRACK BOND COAT BOND COAT ISOLATION MEMBRANE BONDED S WATERPROOF MEMBRANE SEEN EIEc�RD1-1SIGNED OPTIONAL CONCRETE, CONTINUOUS TO FULL HEIGHT AEM�""°Ea"al°'°'°"T»�°"'E,°p WATERPROOF ON-GROUND OF TILE ASSEMBLY EME ENTo°COPE sEw""E D MEMBRANE' ORABOVE-GROUND SEALED AND THE SIGNATURE ST BEVEAIED 11/� SOLID BACKING °N"" '"°"`°"`SMD COATED GLA55 MAT SOFT JOINTS' FLEXIBLE SEALANT .aD.De, WATER-RESISTANT GROUT JOINT wnMANASN am,a GYPSUM SLOPED REINFORCED BACKER BOARD MORTAR BED wlr.mRsn.DPn.aDsn.pgma q.eoaama.crv.vmll.m WOOD OR METAL PEA GRAVEL OR a 5.23 STUDS ;I } OTHER WEEP f'3ROTECTION 'USE OF A MEMBRANE 15 OPTIONAL. SEE MEMBRANE OPTIONS. CRACK— WOOD OR CONCRETE WEEP HOLES COPYRIGHT 0 2018 by Tile Council of North America ONE OR TWO SOFT JOINTS MAY BE MEMBRANE REQUIRED(CONSULT MANUFACTURER) WHEN REQUIRED COPYRIGHT Q 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 CONFIGURATIONS SECTION. COPYRIGHT 0 2018 by Tile Council of North America Adantic Beach cJ TILE DETAIL W245_18 3 TILE DETAIL F125FUI1_18 1 TILE DETAIL B421_18 Atlantic Beach Country Club SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE Phase 1 Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 INTERIOR FLOORS OVER REVISION NO. DATE DESCRIPTION t2-02-22 SDPRICING CONCRETE i 2-,D23 90%CDDIDMICING 3 3.3h23 90%CD 4 52323 PERMIT SET F125-Partial-18 MOVEMENT JOINT On-or Above-Ground Concrete F125-Partial-18 GUIDELINES FOR CERAMIC, Crack Isolation Membrane (Partial Coverage) MOVEMENT JOINT GLASS, AND STONE Ceramic Tile GUIDELINES FOR CERAMIC, I GLASS, AND STONE Expansion Joint EJ171-18 CERAMIC TILE CEMENTITIOU5 J5EALANT DEPTH BOND COAT Expansion Joint EJ171-18 112 WIDTH BONDED CRACK ROUNDED BACK-UF ISOLATION MEMBRANE' WITH NO BOND TO SEALANT DEPTH 5EALANT CONCRETE,ON-GROUND 112 WIDTH OR ABOVE-GROUND ROUNDED BACK-UP SOFT JOINTS" WITH NO BOND TO J GROUT JOINT SEALANT Q I • W COMPRE551BLE BACK-UP WIDTH 4 TIMES 4 n.R �° a .a. LLI EXPECTED MOVEMENT .161 J COPYRIGHT 0 2015 by Tile Council of North America CRACK BAOCK-UPSSIBLE MEMBRANE WIDTH MANUFACTURER FOR WIDTH 4 TIMES "ONE EXPECTED MOVEMENT OR TWO SOFT JOINTS MAY BE REQUIRED(CONSULT MANUFACTURER) COPYRIGHT Q 2018 by Tile Council of North America COPYRIGHT©2018 by Tile Council of North America 0-A0.65 6 TILING DETAIL F122A 18 4 TILE DETAIL F125Partial_18 2 TILE DETAIL EJ171_18 SCALE: SCALE: NOT TO SCALE — SCALE: NOT TO SCALE SCALE: NOT TO SCALE CRAWNBY:WRSIMWIMJINY PROJECT NO.:2022352 SHEPPHIRD 11"MIN. 1 112"STANDARD ASSOCIATES STEEL TUBE TOP RAIL- ARCHITECTS+ENGINEERS PAINTED 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 1 114'STANDARD J 310.670.9144 wi1ls@shep9e.cpm STEEL TUBE HANDRAIL/GUARDRAIL CC POST @ 4'-0"MAX. aonrn�m S, p _ s.wwvre:rs.s�rm 1 114'STANDARD s STEEL TUBE BOTTOM RAIL- PAINTED WOOD STAIR ASSEMBLY (9 S, ANCHORING CEMENT �E 0i FI0 y { tp R,S G O Z � 2 112"STANDARD Q STEEL SQUARE r. E r ® SLEEVE-WELDED WITH ( ARI 114"STEEL PLATE AT BOTTOM Vc ceExe.�'W F Or F x TOP OF FINISHED CONCRETE THIS Da ILI as vpwrosrL�ion 6rsisE nNE aER nRspxsps w+TNE Dare un ICNq E', Rl ocoMsES aEn ssGNEDnND CONTRASTING COLORED .S DN ar+�zNec.ors+cNaov -T SE-1-1) a EMBEDDED SAFETYNOSING EL c IE - z+Ct.h agnatl M YYMIzm R9M1eppM1ir4 ` DN:c�w1 2. d E-wills¢Nepaa Com, I IN 4 William Rsltepphatl � CN_WAllam EDGE OF SLAB- snappuC ' WHERE OCCURS E3xw-z�ass.zs u92.,2eA]'a0' NOTE: CONTRASTING COLORED WELD ALL EMBEDDED SAFETY NOSING 4"MIN. CONNECTIONS AND II/4 7YP. GRINDSMOOTH- TYPICAL MA% 4 LANDING TREAD DETAIL SCALE: D I 1 4 INCHES 8 GUARDRAIL HANDRAIL DETAIL ® 1�� SCALE: D I z 3"=1'-0' 1 1/4"0 STANDARD STEEL PIPE HANDRAIL-PAINTED--- _`F WALL BRACKET @ 4'-0'MAX. s 0.M 12"MIN � Adantic Beacha a D, a of Atlantic Beach Country Club o ; Phase 1 s" w w, s" Construction Documents s-- 3 sDa 1600 Salva Manna Clive LANDING Atlantic Beach,FL 32233 j / f REVISION NO. pgTE DESCRIPTION J I 12-oz-zz -PRICMG STEPS FACE OF WALL FINISH 2 :2- 3 DO PRICING 3 330.33 901- 1 114'0 STANDARD 4 s2a23 PERMIT SET STEEL PIPE HANDRAIL-PAINTED TREAD.12" A.TOP OF RAMP TOP/BOTTOM OF MIN * B.BOTTOM OF RAMP RAMP NOTE: WELD ALL CONNECTIONS AND GRIND SMOOTH-TYPICAL rJ LANDING TREAD HANDRAIL DETAIL2 HANDRAIL EXTENTION DETAIL SCALE: 0D 2�6 SCALE: D 2 a®e 1 112"=1'-0' 1 112•=1'-0" C) J FACE OF FINISH WALL Q W G 1 112"0 STANDARD STEEL PIPE U 1 112" HANDRAIL-RETURN ENDS TO WALL- Co PAINTED _ O -�- WALL BRACKET AT 4'-0"O.C.MAX.-WELD W HANDRAILTO BOTTOM OF TO CMU/CONCRETE>AALL WITH I HANCHOR-112 "0 X EXPANSION BOLT I j NOTE: a O WELD ALL CONNECTIONS i AND GRIND SMOOTH TYPICAL O— ro �Z 0-AO.72 3 HANDRAIL ONLY CONNECTION DETAIL SCALE:71 P aNan SCALE: DD 1® DRAWN BY:WRS IMW;NJ;NY 3'=1'-0" PROJECT NO:2022-352 SHEPPHIRD s" ASSOCIATES ARCHITECTS+ENGINEERS 2 316' 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 2518' 4A d 310.670.9144 will.sQshepae.[om A033 ADD ASTRAL NNwra�� 23/8' - sAw:are�s•ExweE.0 2 51S" 2A AOT3 I YtiE DR. T 2D9i O ADD ASTRAGAL L J A IRE c ti StERED ka'E1TE El _ LIE'SEN UNBER ARE1-11 ONTHE DATE�IDn ­­ AMP61�HMU.11.,AIIIAI �UMENI Al NOT CONPSIDEIED IES -'E'AND SEALED WDTHE SIGNATURE MUST BE VANNED 01 All I-IS D�lleay�n tl Dy ON:C=M BIIePPhIM Drv:C=UB, EwilLsgMePae.mm. William P Shepphctl O.Shappra A®hdP CN-William R S epp W WHERE OCCURS Oah'—05,23 A B I I I onxes4oT•Ga SKIRT RAIL ,ry CONNECTION TO POST I _ TOP RAIL 1 i 2xA SKIRT RAIL I I I I I I I - I I I I I I I I I I I I I I I I I I I I I EO ED ED 212' }jill• I•Iq' I I I I I I Tlr I 1 I 8'x5'STRUCTURAL POST I I _POST WRAP ALL FOUR Adantic Beach SIDES I I BASE TRIM I Atlantic Beach Country Club Phase t ��. Construction Documents ROSETTE PATTERN Atlantic Beach,,FL 32273 ao T3 A0.>3 REVISION 4" 4"1 NO. DALE DESCRIPTION 1b02-22 SD PRICING 2 23 DD PRICING 3 318" 3 3/8"1 3 a3aas sGv cD MR PERMRSET /� COLUMN B DETAIL COLUMN A DETAIL SCALE: ®5 SCALE: 0 2 4 6 INCHES 6 EXTERIOR A INTERIOR 1 112"=V-0" 1 112'=1'-0' DRINK DRINK RAIL PAR CURB M r FRAIL CHAMFE0. DRINK RAIL EDGING TOP RAIL 8 J • Q i--I —SKIRTRAIL SKIRT RAIL BRACKETS FOR t~SKIRT RAIL J H� POSTSEYOND �L 0'-115/8" �D 0'-10518" [. w .•I 9 T518" 3�51e^ D•-s vz" J 2A W 4A F c _ U t11'1 - o '4518- Q \ uz" 1'-2 3/8" O f 1'-0314" I W If X lL 45 2e RAILING DETAIL- TURN COLUMN B SECTION DETAIL SCALE: 0 z 4 e INCHES 15 O_/ \ •73 5 SCALE: D 2 4 5 FE IL-6 PETE4 2 COLUMN S SECTION DETAIL SCALE ,,,�-,� SCALE: 0 z 4�HEP5 ® DNAWNBY:tSRS!M'N;MJ;NY 1/8"=1'-0" 1 1/2"=1'-D' 1 1/2"=V-0" PROJEOTNO-207E-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 ❑ CALABASAS,CA 91302 T j 310.670.9144 w61.s@shepae.com POST CONDITION CONTRASTING LOW WALL { 21)4 MARK W G STRIPE ON CONDITION EACH TREAD TOPTRIMBOARD OF F CUT TO SIZE W OOD OR PSWD TRIM C,—s- I v PAWi£O FIBER CEMENT R ` AR1 tii eo— VVI EP SOLID PLASTIC RISER — " i rFRED PRG\ FACE XAseEEry ELECTHONCKLY SFLORIo SOLID PLASTIC DECKING 11 vwILL11111 EPPHIRO, n TREAD r DIGITAL ENEE NIW¢EP Mtp2O5 EB T 800. _NATURE FLUID APPLIED DOCUMENT NDT PIESOFTXS WATERPROOFING ONAEY ELECMTENIXI111T EDMIJ GN FTR YER.SEALOFLEK OR FACE PLASTIC RISER Enu3T'BE ERIFEO PPPROVEDEOUAL FACE SOLID PLASTIC DECKING q Y:eegqnnypy TREAD WllrtepRBhepphirtl IM: E-wills@1Ne PaeAom, William R SNyp atl o�14 v4mem LO —I •_ ... - :.., .�.� h OW X0.5.29 —I III III I I I I II rl I I I III III—III I I _Ilf, — , 11-III, III ,_ ,_'-II ,III-III, II�III, I IL,III-III ,III-III III „III III;, 4 RAILING &STAIR DETAIL-PETE'S TURN 4 SCALE: 0 20 bB INCHES IE ® 1 1/2'=l'-0" RAILING& STAIR DETAIL- PETE'S TURN SCALE: Ailantic Beach Atlanfic Beach Country CIUb Phase 1 Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 1 REVISION SOLIOPLASTIC DECKING NO. DATE DESCRIPTION LANDING 1-2-22 SO PRICING 2 T1 23 OO PRICING 3 i]0.23 90Y CD 4 1-1 PERMIT SET I I I I 1 _ I 1-HR FIRE RATING NOTCHED STAIR STRW GER PER­CT - U) SOLID PLASTIC RISER I I Q FACE SOLID PLASTIC DECKINGI I ui TREAD I I I I Z PAINTED FIBER CEMENT I OOARD I I' Q I I � I I 06 I I � F I I I I Q I 1 �I I I I I I Q I I � I I LLI I I F— _ — _ _ _ _ III III—I w =III _ =III III III=1 1 1=1 1 1 1=1 --III=III 1 1=1 1 1 1 1=1 11—I I I I 1 I 1 III=w1 11 III=FI III=III III 1 1=I I—III=1 1 1 1=1_I 11=III=1 1: 1I1=1I1=III=1I1 1- =1I1=1 1-=III 11 — 1=III=1I1=1I1=1IL1II=III=III=1 I=III=III=III=III=III=1I1=111=111=1I1=1I1-1I1=III=III=1I1=1 1I1=1I1=J o X111-1•-i,,-:III�.IIIT.111.-IIL�111- �-11 IIII�IIII�I_lilllll�lllll�lllll�lllll�lllil�llill�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�lllll�l-l�IIII�IIIII�IIII:I 3 RAILING& STAIR DETAIL-PETE'S TURN 22 RAILING &STAIR DETAIL- PETE'S TURN 3 0-AO.74 SCALE: SCALE: 3/4"=V-0'• 3/® SCALE:.,m DRAWNBY:WRS:MWlMJINY c PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 d 310.670.91x4 wilL,@,hep6e.com OAF SRINGLA WALLS i SRINGLES ON SIDE PANELS {' µ/jN 5 1 WALLS ' IIJ ARI 2 �T, = I RE N9, N9, PEp ATETu I —RE nRE NOTCD�EPE SNA, GNED aND OoCU, ARE ES IC COTUREMUSTBE VERIFIED TO POOL vELECTRarvI NES f MERCHANDISE DISPLAY CASE 'Aploy elyieaBps W6nam it$111 PPNiIa 1 ON:C=41S, E-xill sipsllePae.mm, Vll iam R$twpPMOO.Sneppr A SF.pPE Ma:Sfte;CN-William GATE 1] R EII2 J D >rt,0523 R4292461'ro' ELECR3ILAL CLOSET AD.] _ FIRE RISER CLOSET w I UPPER QUARTZ COUNTER —�ACCESSIBLE QUARTZ COUNTER 66]I6• LOCIWI3LE CABINETS POWER/JACK FOR PRONE _ ZS 3116' ' _ POWER FOR DISPLAY CASE FOR POINT-OF-SALE RETAIL GOODS (IPAD H CHIT (I RINTERI Ot_MCH FIRST FCR n I TO 1.NG LOT 1p'-2112• TO POOL Atlantic Beach -F", Atlantic Beach Country Club Phase 1 1YALLSBELOW COUNTER Construction Documents 2 POOL CHECK-IN- ELEVATION NORTH tIank600 lva Manna Drive J TD sre• SCALE: Atlantic Beach,FL 32233 314"=1'-0" REVISION NO. GATE DESCRIPTION 39112" 60110• 1 112-02-22 ED PRICING 2 1 2-10.23 DD PRICING LOCKABLE CMI... 9 1 330.23 .%GO 41 52123 PERMIT SET 3 a GATE FIRE RISER CLOSET ELECTRICAL CLOSET r) GATE BEYOND� J Q 0 POOL CHECK-IN ENLARGEMENT Y SCALE: o .50 1® 112"=1'-0" m O J F3 ACCESSIBLE GUEST COUNTER Lu^ v! PAINTED CEh1ENT BOARD Q 2'-2310' 2'-0116' 4- U PAWTED MARINE GRADE PLYWODp N � LL O 01 MCH FIRST a —_ F� 0'-0" tlI -ssa• V-1116• y E'II.- - _ 5'-S516"_ r X w 3 POOL CHECK-IN-ELEVATION EAST 4 POOL CHECK-IN - ELEVATION WEST SCALE: ® SCALE: 314"=V-0" 314"=1'-0" D a 0-A0.75 SCALE:IEt m�raRa ORA4NCEY:WRSIMWIMJINY PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS RECESSED CIELING LIGHTS D.i 26560 AGOURA ROAD,SUITE 106 POWER FOR IPAD. CALABASAS,CA 91302 PRINTER B PHONE g 310.670.9144 WdI.SQSh¢pa¢.ppm JACK FOR PHONE 3512- 3C 4 351 R• E• vncsls SHINGLES ON SIDEWALLS QUARTZ COUNTERS y` - RxwrnfEnvcA PANELS TO CEILING 00 Ia m %.fA.rmEcn¢xwxffxs LOCKABLE CABINET Q O S� DF FT D9i UNDER COUNTER KNEE SPACE AR1 25 1fY 7 �C Way II 01_MCH FIRST �yrEREO ARCS 24• 60310'� _.� 24 f14• _ CIEIsiSENINBER AH o25ocaNT EpAilE ORmP MEO COPIES OFTfI SD ONAL uuENIRElNm SIDEREDUGNED,WD 2 POOL CHECK-IN- INTERIOR ELEVATION SOUTH O NY¢¢¢pTRDNlpIAT pp�skn­ SCALE: 'CR 3hepanlN ON: Drv:c-os 3/4"=1'1" erlus�NePae raa. William R ShmpMdOSnepppYd Bxoaafw,Cry=Wmam fl SANMYNd lleW 20£&05.29 I pp:l9,2{Oi'DO' c — F LOCKABLEMERCHANDISE LOCKABLE CABINET OISPLAY CASE DUARTZCOUNTER Adantic -' Beach LOCKABLE—IN— P7�3 Atlantic Beach Country Club PAIN TEOCEMENTBOARDRORDER Phase 1 PAINTED CEMENT BOARD BORDER BEYOND Construction Documents PAINTEDMARINEGRADEPLYWOOD z 1600 Selva Manna Drive _ Atlantic Beach,FL 32233 PRESSURE TRAEATED STUD 01 MCH FIRST _ aTa OASIN I REVISION NO. DATE DESCRIPTION 12-02-x2 SO PRICING PAINTED AZEK PSWT BASEBOARD 2 2.1Pz DD PRICING 3 POOL CHECK-IN - INTERIOR ELEVATION WEST 'D� 509eCD 4 5239 PERMR SET TOE NICK = 01 MCH FIRST Jilt. ' OUARTERROUND 3l4'=1'-0" f 1 FLR noz t'-6• 1'-9112' 3'-Oil6• Y-0' 512• 1 , 8'-10 T�2• I y4- r-3• z-z v4• x'-1 lla• z-9• f ra• I POOL CHECK-IN -SECTION 1 SCALE: 1 12"=T-O" --"-" E U U) J Q LOCKABLE MERCHANDISE w DISPLAY CASELu Q I IIS` IIII��IIrrI' � I' 1 LOCKABLE CABINETS N MARINE GRADE PLYWOOD f O � O Luj OL CEMENT BOARD BORDER BASEBOARD w II l 01_MCH FIRST 0' FLR n z-z 1rz• z'-r z'-r 2'-z• -0'• 1 IS 8 PERSPECTIVE POOL - rJ BREEZEWAY COUNTER POOL CHECK-IN- INTERIOR ELEVATION NORTH -AO.76 4 SCALE: 314"-1"0" SCALE:As vdvalee ORAWNEY:WRSIMAlM MY PROJECT NO:202M:52 a SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD,SUITE 105 ] CALABASAS,CA 91302 (�) g 310.670.9144 WI,@9Aep,,mNS ouu3rz couNTERTovs� e.w:��.w�: I TRIM 8 BASE BOARLTRAP PAINTED MARINE GRADE PLYWOOD \ I PAINTED CEMENT BOARD BO-2' E O F f(P — �CABINETS\ REF �CABINETS ` PAINTED AZEK PSWT BASEBOARD R' qo Ir I � �. I � • O+i1/1^ r-0" v-1116• 2'-¢' 4-Ito I 10.81 / BAG DROP.RADE TyRED0 BDC ' " EMHASBE""rnOE, rsG`o S DIIR iEEPPMEDSHrP OSFTG SC1G POWER FO)BEVERAGE TAL A REFRIGERATOR ON ANY ELECT-C COPIES MUSTBE VERIFIED WALL BELOW COUNTER 3 BAG DROP CASEWORK INTERIOR ELEVATION EAST 6 PERSPECTIVE 1 °`" _ ] 5 SCALE: NOTTOSCALE SCALE: NOTTOSCALE p.--C s@tl�epae mm, AeaORaFI- W511"am W llm,R Sha°R 0.Sneppha R SOepFlaN DW'2!@505.29 OB;R&FP-0P'00' 1 I I I oUARrz COUNTERTOPS REF {il fI i '•'.J o 0'-412' 2 I 3 UNDER COUNTER MOLDING •.AOT A0.] 4 I I O O O O CABINET WITH LOW GOUMER _ o o ADJUSTABLE SHELVING PRESSURE TREATED 2.6 STUD _ PAINTED MARINE GRADE PLYWOOD L __ _UPPER CO NTER _J o O ill PAINTED CEMENT BOARD BORDER BEYOND POWER AT TOP OF UPPER COUNTERAtlantic Beach h ] ]' 0'-t1• COUNTERS 1 PAINTED CEMENT BOARD BORDER o LOWER COUNTER G BD2 _ __ 11 5 _ w w O `�• i�l PAINTED AZEK PSWT BASEBOARD: 9 Y 2 2 r 9Atlantic Beach Country Club Phase 1 POWER ATTOP OF Construction Documents COUNTERSOPEN UNDER OPENOPEN UNDERCOUNTER —SHELVIN COUNTER BAG DROP GRADE 1600 SEW Marina Drive D' 0^ Atlantic Beach,FL 32233BAG DROP GRADE __ REVISION )_g• V-5112' 1'-B' f0'-4' N0. DATE DESCRIPTION 1 -12.02-M SD PRICING 2 2-10.23 DD PRICING 3 3.3823 90%Go 528-23 PERMIT SET BAG DROP CASEWORK ENLARGEMENT PLAN NOTTOSCALE BAG DROP CASEWORK INTERIOR ELEVATION WESTJ BAG DROP CASEWORK SECTION A 4 SCALE. NOTTOSCALE ( SCALE NOTTOSCALE ) -ABs 1� e }Il-4' 2'-171' 0•-4'. r-}114• tL b Iv-4JI4 1'-11310' . ❑ b� b Q r IU1 LL F _ BAG DROP GRADE n BAG DROP GRADE _ BAG DROP G_RAOE n O IS -P <M W 2 BAG DROPCASEWORKELEVATION SOUTH rJ BAG DROPCASEWORKELEVATION WEST $ BAG DROPLCASEWORK ELEVATION NORTH 0-A0.77 SCALE:At—TH! DRAWNBY:WRSINVJi MJINY c PROJECT NO.:2022752 SHEPPHIRD RIDGE LAP PER MANUF ASSOCIATES ARCHITECTS+ENGINEERS STANDING SEAM ROOF G L STANDING SEAM ROOF MET— G'L 265613 AGOURA ROAD,SUITE WEFLASHING AND ' HTSMI 2a SHAPED CALABASAS,CA 913132 DRIP EDGE EXPOBED Ex PURLIN -METAL RIDGE FLASHING CLOSURE BLOCK ROOF UNDETILAVMENT ATE p-aECOM SEE ARCH SECTION EACH"UE 1310.670.91/4 Will.S h¢ >Ir SHEATHING ANDRAFTERS FOR LAYOUT METAL STANDING SEAM ROOF T.OSHEATHING www Ls PER STRUCTURAL _ J�•SHEATHING OVER EXPOSED —_ _ _—_ _-- _ �2s DECKING LdJTIN0005 ^1 HTSAM UNDERWYMENT CONCEALED PAINTED ~� TRUSS ASSEMBLY `� - s.xx_rsE�rs.exra.ees FAOCIA BD SEE STRUCT , ELECT.CONDUIT PLYWOOD SHEATHING WHEREOCLURS OVER 2x DECKING PAINTED METAL ( I PER STRUCTURAL FLASHING + T.O.TRUSS OVER � _ _—_—_ _ _ _ E 0 F £10 HTSAM EDGING W.R.B. FIBER CEMENT SIDING WALL FRANINGI ! Afll J, AND UPLIFT CLIPS �1 PER STRUCTURAL IAFREO ARCW II , TIT NOTE:RARE CONDTIONJ I M o9 BEEN ELECTRONICu 1. D - .. .— $IMIIAR I I F GAGiALE OR WOOD BEAM PER STRUCTURAL S EA•.E PNG 1. .NettTIJFEE—BE VG.ND G'IG ON ANv ELECTRONIC COMES. 7 CALF:PHASE GE SHED— RIDGE „a 1 112"=1'-0" I WiiTiam R SnWpMa DO-8heppYba 6..nns�YlaPae.apm, PHASE a�1 —eB�AG�s DROP—RIDGE Ywda as LN-MlllN � R Snepppad SCALE: GG�C6 DAveazB.Os.20 �xe,z€g?•Gm G.L'. 1 112"=1'-0' 2— STANDING SEANI ROOF -6- STANDINGSEAMRGDF PHASE 1 —YOUTH PAVILION—RIDGE @ VAULTED STANDWG SEAM ROOF I 4 CEILING Y LATHING PER STRUCTURAL $CACI: 0 Z 4 B INCHES 16 ® I ROOF UNDERLAYhfENT I2"=1'0" 111 I ING OVER EXPOSED 2.DECKPAI � DECKING MET J OR WITH G.L. EXPOSED AND SHAPED _ HEMMED ROOF RAFTER EDGE I 2'-S tla• 2-E• CONTINUOUS E%POSEO- LSHAPED I .- CLOSURE PAINTED RAFTER CLOSURE BLOCK BLOCKING FASCIA STANDING SEAM ROOF EACH SIDE h FIBER CEMENT SIDING CONCEALED I / I�ORIPWRH ROOF UNDERLAVMENT ELECT.CONDUIT HEMMED w.Re_ INHERE OCCURS I EDGE SHEATHING OVER 2,D COME EXPOSED BEAM PER STRUCT T�J --—- T_O.COLUMN Beach PTEDDI EXPOSED STE LEADDIL / lcountry Club, /i PAINTED STRUCTURAL TRUSS PER STRUCT ? PHASE 1 —STORAGE SHED— EAVE r P�� j Atlantic Beach Country Club 8 SCALE: 0 z®6 1 EDGE METAL Phase 1 1112"=T-0" .p,2I GUTTER I ICOMPOSITE COLUMN Construction Documents SYSTEM STEELCOLUMN - PER sTRucT ' WRAP 16013 SeNa Manna Drive LINE Atlantic Beach,FL 32233 REVISION -.EE NO. DATE DESCRIPTION SEE STRUCT 11 W 410.13'DD PRICING 3 33823 90%= SEE 182823 PERMIT SET STRucT 2 PHASE®6ROP—EAVE SEAM SADDLE CONCEALED EE STRUCT ELECT.SERVICE 1 112"=l'-0" 0 CONNECTION _ BUILT-UP PLANTED WOOD RETRACTABLE SKIRT ASSEMBLY MOTORIZED SHADE I I r I COMPOSRE % COLUMN WRAP T I EXPOSED STEELCOLUMN BEAM TOBEAM PER STRUCT SADDLE CONNECTION SEESTRUCT PHASE 1 —YOUTH PAVILION—EAVE @ VAULTED BEAMPERSTRUCT CEILINGPAINTED 5 SCALE: 0 2®B STANDING BEAM ROOF STEEL PERST RU PER STRUCT / L 1 10=1'-B" /1 ROOF UNDERLAYMENT r GL SEE ttPICP1 , EAVE DETAIL Q SHEATHING OVER EXPOSED FOR INFORMATION 2e DECIONG I NOTSHOWN LL 1 EXPOSED AND SHIPPED O ROOF—ER , I TRUSSWEB (IWHEREOCCURSI `, WHEREOCCURS) UJI LOW PROFILE FILE 0 FINISH GRADE }s r PER STRUCT I F N SX GKING POST LOW ORADE O JUNCTION BOX - I TRUSS O �• , JUNCTION 80% _`/^,�J CHORD CEILING BEAR CEILING Vl PER STRUCT BEAM f^1 'GHTING ST ELSADDL� LL PER STRUCT PAINTED LIGHTING PNNTED METAL FIXTURE W LY END CAP,TTP. __ STEEL SADULE L V CEILING BEAM PER STRUCT I� m I PER STRUCT LOUVERED KING POST SCREEN WKL PERSTRUCT s � I PHASE 1 -YOUTH PAVILION-RAKE VAULTED O—AO.81 6 CEILING 3 PHASE 1 —BAG DROP—EAVE AT BEAM SCALE: SCALE: o z air elINCHEES IS SCALE: 0 2 <®6 DRAIANBY:WRS:MW;MJ;NY 1 1/2"=1'-0' VE"=V-0" PROJECT NO.:2022-352 SHEPPHIRD G.L ASSOCIATES ARCHITECTS+ENGINEERS —METAL RIDGE FLASHING - METALRIDGEFLASHING 26560 AGOURA ROM,SUITE 106 CALABASAS,CA 91302 METAL STANDING SEAM ROOF METAL STANDING SEAM ROOF d 310.670.9144 WI.s@sh¢Pd¢.¢Om HTSAM UNDERLAYMENTx HTEAM UNDERLAYMENT PLYWOODSHEATHINGPERSTRUCTURPL lJJJJ RYWOOD SHEATHING PER STRUCTURAL PLATE LINE II (low FIO P 9,N✓Afl 11 '*g y SdF r ��iEBEa ARCA''. =ITE�A6�EENELECTF C-1SSNEoA T.O.C. SPRAY FOAM INSULATION pIR—STANPs oD^usx'E.D.D., - — —--— ONDO=CA EBE aINTE CN11OPIES GF EP •• TRUSS ASSEMBLY PER STRUCTURAL O PN AHE AGN_E.USTSEE VERIFµiEO ry 01—AONI—FIES �eppaira DN:C-U .N: =uB Ernll.e�eF�ePae.wm, William RSTepphrctl OSNe{1l C —FURLW PER STRUCTURAL —apt-] llllem R SaN tl N.Yf@105.13 - TRUSSASSEMBLYPERSTRUCTURAL G8R8'24476M rJ PHASE®3-SOFFIT 3 PHASE®3- RIDGE @VAULTED CEILING PHASE 416 SCALE: �BLDG 3- RIDGE @ATTIC 1 112"=V-0' 1 112"=V-D" 1 112"=V-0° G.L. G L G.L. 6• Y-6• 2'-1 O I METAL STANDING SEAM ROOF - METAL STANDING SEAM OOF PAINTED WOOD 1 TRUSS HTBAM UNDERLAYMENT HTEAM UNDERLAYMENT PAINTEDWOOD SEE STRUCT BeachAdantic ROOF RAFTER FLYING SHEATHING T PLYWOOD SHEATHING 1'-6- Dun OKER OVER Ix PLANKING SPRAY FOAM I OVER LANG-NAILED (WHERE OCCURS) PER STRUCTURAL ROOF INSULATION / TRUSSES I PAINTED WOW PREFABRICATED CLOSUREBOPRD GANG-NNLEO Atlantic Beach Colunt Club OPEN FIXE. WITHSHEATHING i ROOF TRUSSES Phase 1 LOUVERSYSTEM TMRMAR-EII G - PER STRUCTURAL Construction Documents TRUSS CHORDS 'I ADD SNEATXING FOR SPRAY FOAM1600 Selva Marina Drive INSULATION PAINTED METPL GUTTER Atlanlic Beach,FL 32233 BALKING CEILINGBEAM - SHEATHING I REVISION SEE STRUCT FOR MECH SPACE NO. GATE DESCRIPTION 518 b 5' (WHERE OCCURS) 1 11-0231DO PRICING FURRING 2 2-tU19 DO PRICING FURRING STRIPS I 3 -M3 90Y CD 2x VERT' __—PLATE LINE �_ _ -- _ PLATE LINE 52313 PERMIT SEE DNNER3 l --- I CEILING WHERE OCCURS�, _ _ 2.10 WOOD FASCIA n C I PAINTED WOOD ' IPLANKSOFFIT D.S.(WHERE OCCURS) ------- Y-6= -I T.00ULUMN METAL STANDING SEAM ROOF BUILT-UP '�PUILT-UP HTSANI UNDERLAYMENT PAINTED WOOD I I 1 CONCEALED ,U EDWDOG PAINTEDWOOD SKIRT ASSEMBLY BART ASSEMBLY CLOSUREBOARD ELECT.— OVE AND CONNECTION RUSSES PLYWOOD SHEATHING � FIBER CEMENT SIDING PER STRCK TLIPAIL PER STRUCTURAL RETRACTABLE MOTORIZED SHADE J I I UJI I TR 55 SYISTEM TR OSED SS SYSTEM N AND LL- VyTE LINE 111 O --- --- -- --- ---- ---- AUGN SHEATHING O 1 1'-10• I I �fI __ T.O.SHEATHING w = PAINTED Wwp O TRUSE I -- PLATE LINE ��.•- 1 J PAINTED WOOD N• !�' V) COVER BOARD AND ^ TRIM I a. W " I I I 1 W _T.o.wwmN '•. w I I ` GANG-NAILED TRU55 MEMBER V! 1 (WHERE OCCURS) MEMBER EXPOSED TRUSS �-•-� (W HERE OCCURS) CLOSURE WALL t--— STEELCCOMPOSITE COLUMN (WEATHER BARRIER) 1 I PER STRUCTUCT I WRAP �i 0-A0.82 G PHASE 1 -BLDG 3-EAVE 3 4 PHASE 1 -BLDG 3-EAVE a@ VAULTED CEILING 2 PHASE 1 -BLDG 3- EAVE @ ATTIC SCALE:11Y.I-0� V SCALE D i a a INygstis SCALE: 0D®6 SCALE: o®s r� DRAW'NBY:WRS!MW,MJ;NY 1 112=V-1)" PROJECT NO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOU.RA ROAD,SUITE 106 CALABASAS,CA 91302 j 310670.9144 w61.s�shepae.can Nr I M:.me�s�xvnau ---------------� STANDINGS—ROOF BARFINISHES.SEEID E OF F(p9i SHEATHINGPERSTRUCTURAL C' FINISH FLOOR DECKING BPR FLOORING.SEE 10 DECKING SLEEPER JOIST 9' 4j x' ti BAR PLATFORM - - - C 1�1 TtFR ED X0. BAR PLATFORM pfro SEnLED Bvmu NA R.SH"e Ix F L SLEEPER JOIST SEPLOF—WATERPROOFINGOR LCIErvSETNMeER Wfi x506 da THE IML APPROVED EQUAL RAL EAR PLATFORM RIM JOLTT RAR CRICKET 112`12'SLOPE WI ` 60.5E WATERPROOFING o[µEO RNDTHE S GN�FTDIPEE JST E—1— SLOPEDFLOOR NAILER SLOPED SUEFLOOR II6':12-SLOPE vTiecTRaNlcc PIE CUTTOPROFILE — _ Y R BhaPPftirtl 1'-612' ON:C=1f3 ErviILSLbahepae.cwn. William R ER�JpheTl0.Snepp,tie R—Ppl5,cN_vnll�am R Shap hW Oqs'AAP8.06.2E pB.iS'2a97'00' PHASE 1 -BLDG 4-BAR WALLS TO SUBFLOOR, 3 SECTION A PHASE 1 -BLDG 4-RIDGE SCALE: D 1® SCALE: D®6 g"=1'-p• 1 112"=T-O" G.L. CONNECT OUTLOOKER TO I STANDING SEAM ROOF TRUSSPER fi J STRUCTURAL I SHEATHING PER STRUCTURAL = 31a'� o —OUTLOOKER WIDTH TO MATCH EXISTING LIIAtlantic Beach TOP OF PATE I Atlantic Beach Country Club Phase 1 ROOFTRUSSES TBG CEILING—I L Construction Documents Manna Drive TOUNGE 8 GROOVE CROWN 1600 SEW MOULDING— Atlantic Beach,Beach,FL 32233 POWER 1———— lMATCX PROFXIS ING COVE CORNER TRIM 6EYONp PROFILE) — I REVISION ?x12 TRIM BOARD N1 DATE DESCRIPTION 1 2-1IF22 -PRICING STRIP LIGHT B MOUNTING BRACKET � f� 2 2-1623 DD PRIGNG MOTORIZED SHADE I ti 3 —23 911%CD TRIM.— �} 4 52}23 PERMIT SET WOOD COLUMN U I ' SURROUNOIMATCH E TI --34 31114' XISTING) X57 WITCH E%ISTING 4 COVE LIGHTING DETAIL2 PHASE 1 -BLDG 4-EAVE SCALE: O z4 FEET 16 SCALE: 0 2 40 2 4 8 INCHES®6 V-� � �118"=V-0=V-0" 1 1/2"-V-0" In J H w 0 LL O I O I � w w O U) IL w U) s 0-A0.84 SCALE:>s;waun DRAWNBY:WRSIMWIMJINY PROJECTNO.:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS*ENGINEERS Dutch Seam Panel 26560 AGOURA ROAD,SUITE 106 CALABASAS,CA 91302 j 310.670.9149 wtl.s@shep-ac.com Plywood Substrate, wxas u Dutch Seam Gip \ m,on n.waaa Dutch$eam Pand 'a1e ATA-Guard Water and Ab Resistive Barrier Dutch Seam Clip.T #10 x 1"Wafer Head Svew Rywaod Sutstraie Hip Cap Plywood .. PI od Substrate Valley Pan., Eave Tdm 6"Max. 0 F F/0 Notoled Neoprene set in Sealant #10 x 1"Wafer Head Screw #10 x 1•Wafer Head Screw / 1. µt A p.'. 9� S.S.Painted!Pop Rivets Z Cl— r Butyl Sealant Tape Butyl Sealant Tape I - Joggle Gnat ' S.S.Painted pap Rivets• } I{2 .Ouhh Seam Panel q"Min.W 6'M`ax. 99 Metal Plug -•v Y 1 1 AR 1 21* Dutch Seam Clip .Du[01 Seam Oip ` ` ATA-GuaM ' rtEN nAJs;r\\Cmon A ` Allow(ar Thermal /�/ ATA-Shield f J�\� P�ansion/COnbaRian EKED PRG ATA-ailed to -{ TA-ailed It OSEA uD BYF�wIuIAN B.S PPH OETAL al—RE EPRI uCOPIE30F`*s 'OCU'_ARE NOT CONSIDERED SIFNEDArvD �i ELECTRO Ory Arvr rvIC C11AOPIES Si BE VEPIFIEO =� r ydlllan R$n"N. ON:O•U9. Erill.sBtlePae.tom, William R Shepplertl 0.5he . 33Yoos5.*Cn=WIIIIem R Snep d W 362 204305.23 da29.2#Cy'OP Allow for Thermal Expansion/Canb,adion Adantic Beach STANDING SEAM- HIP 5 SCALE: NOTTOSCALE STANDING SEAM -VALLEY STANDING SEAM-EAVE AtlanficBeach County Club- SCALE NOTTOSCALE SCALE NOTTOSCALE Phase Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32T33 REVISION f Water and Air Resistive Barnet HO DATE DESCRIPTION Ridge Up Plywood Substrate12-02-22 SDPRICING #]0%1"Wafer Head SOew 2 2- 23 DD PRIGNG Notdied Neoprene set in Sealant 3 3-30.23 90%CD `Gable Stager Cleat Z Closure 52123 PERMIT SET IJ/ S.S.Fainted Pop Wve[s Gable Trim Cap Butyl Sealant Tape S.S.Painted Pup Rivets Dutch Seam Panel Z Closure Dutcn Seam Panel Dutdl Seam Gip D-h Seam Clip S.S.Pop RWetsATA-pimp Dutch Seam Clip autyl Seal-Tape P"Anad Saemple `V✓ ATA-Shield w,am of rm #10 x I-Water Head Screw-- I l '1 J_ Q H W LL O O x Lu O a 4 STANDING SEAM-GABLE 2 STANDING SEAM -RIDGE Lu SCALE: NOT TO SCALE SCALE: NOT TO SCALE w C0 ROOFING NOTES 1.ROOFING DETAILS ARE FOR BIDDING PURPOSES ONLY.SIGNED AND SEALED SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT FOR REVIEW. 2 2.SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS AND PRODUCTS 3 0-A0.85 SCALE: DRAWNBY:WRPMWfMllNY PROJECTNO.:2622.352 SHEPPHIRD ASSOCIATES `\ ARCHITECTS+ENGINEERS \ 26560 AGOURA ROAD,SURE 106 \ CALABASAS,CA 91302 RATING \ d 310.670.9144 will.sI`shep_ae.com HEA,PUMP - CUSTOM METAL RAILING ROOF— I 1 II I I E OF F[0 R.ST�e Fo ROOF HATCH > i ARI P. ILOVER BOARD EBEM1p pP��i� ED SLOPED DECK As 3EEN'A'RHQNICALLC R.FID ----_— —— TMCHA RE'ALR oxo�w� F ao�RA R 2 ED AND 3INIIED IIE-DN'CHn 1.Susi eQVEwRED 3T MIN. 6'MIN, vEL Goa ��rrII t I P,111 P 11 r-Q ve' oN:C-2 E.rill.stltllepae.<Pm, W Iliem R SR+epphntl O-Snegpba LADDER A N=wllllem DtlF:BOMES23 3iR32Sp7'90' wA3E LAooER ro ROOF MArcM II ROOF RIDGEI FIBER CEMENT SHINGLES I / / \ P­DOD DOD SHEATHING ■r I \\ 1` I � I `1 SLOPED DECK METAL STANDING SEAM ROOF \ T FRAMING � I TRUSSES III l I ROOF OECRLYWODD AT SLOPED TRUSSES 24'O.C. CJ Atlantic Beach MECHANICAL PLATFORM DETAIL 5 1 MECHANICAL PLATFORM DETAIL 1 Atlantic Beach Country Club SCALE: CTD —IS SCALE: D 4 B INCHES IN Phase 1 11/2"=V-D° 1 112"=V-0" Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION No. DATE DESCRIPTION 1 12-P2n I ED PRICING 2 —B-23 DD FRICING OR MECRANI=11 FASIExo 3 330.23 90%CD 52323 PERMIT SET A.ESNE(RORADHFRED SRECIMGTTONSONLYI� M TRO COVER-11. I j IIF RFAuiRED1EALANT // 2mamm1 IMrtaEDGFeAAM „YIDmmI i.W D I (IF REQUIaEDJ �I xI00Str.EDIYI ��I �� lwmwtwU51 I I j I i ——RIDGE _—_ ]RTro-C 1 ED I NEEM DUI EOOE 1 _tr __— -- ——_—____i____ _ __ SEE xoTEs _ _< _ {{ 1 A V TRUSSES 7% lJ � s uw y LADDER _ a 6 ARFROVED DECK p SLOPED DECK FRAMING \ A $ECTIOiAA '1 HEAD OUT SLOPED ROOF z�_ \ '�WOOD NAILER SECIF-RE: DECD - 7—\ ANCHORED TO DECK-RE:DEFAIL TFE-w w � � I HEAD OUT ROOF HATCH - �\ \ AIDIETIL5NLEAT PERI FASTENER Q \ SINGIEI ttY�vOC G. 1 6'x OPENING SNA NAOFJNPEQUIt.— BELOW R-MCH \ (MINIMUM M GAUGE,6' O clm mm1 O.c.MAx�GULK O DINS x 11LE WEESIE FDR xDST DR.,aDATE INwRM ox. O_ .RLEnsEmons nwo nEQ'I'R=lEurswlciicx nxe lwFFismEv u.v�Tusin s L-RUATION J U Slur OR METAL 10EK SHOULD RE DESIGSRO III eoxSTRuC1ED m ACCORDANCE ` ; .�_ _ _- - I nH� CODE REQUIREMENTS ANDIOR PRor CTS—ssuoeo�s ouuCDMRDNe /Q " "` _______- E�AAH saEORooNAUNa�ORxox-RxGPs D oFREIxaR�D SED xCLVOES PAcrOar CUT MEwdurvE ISEE DETAIiTG-ups-oEJ OFs a oGE SHOWN TS MANUFACTURED eY TRE CoxTS-11 DS<xc,M,FO COATED 1­SHISET PRODUCT. DRIP EDGE(TPO COATED METAL) T-F SE—MM1 LU Z R 9 S 0-A0.90 m 4 ROOF HATCH DETAIL3 MECHANICAL PLATFORM DETAIL 3 2 EDGE DETAIL ` SCALE:A+ntl�O SCALE: NOT TO SCALE SCALE: D 3 6D 3 6®4 SCALE: NOTTOSCALE DRAMBY:WR6!MW!MJ,'NY 1"=V-0" PROJECT NO:2022-352 SHEPPHIRD ASSOCIATES ARCHITECTS+ENGINEERS 26560 AGOURA ROAD.SURE 106 CALABASAS,CA 91702 310.670.9144 will.sQshepae,com JM 11MEMBRANE FULLY ADHERED TO WALL"1 11 APPROVED M EMBRANE ADHESIVE(SEE DETAIL-W-M1) '1tln °1d� 114'TD 12'IS mm TO 16 mm)BEAD OF JM SINGLE PLY CAULK BEHIND TERMINATION BAR(REQUIRED WHEN HIGH INTERNAL APPROPRIATE CAULK PRESSURE IS ANTICIPATED) �PIPE PENETRATION III JM TERMINATIONBAR- .� // JM SINGLE PLV LVOC CAULK IATTOP VENTSTACK GAL V.STORM COLLAR WITH DRAWSAN AND -1.crrao£Er,s BETWEEN SECTIONS OF CLAMP-SLOPED TO SHED WATER) BPR 114'(8 mmj GAP DIRECTLY O ES HE FLASHINGCREWS ED OF F(Ogo JM TERMINATION BAR FASTENED AT - :-0•- STAINLESS STEEL CLAMP AND SCREW I y TRANSISTION 6'(152 mm)O.C.WITH R-••:-••�j JM SEALING MASTIC(BETWEEN PIPE I METAL ROOZEDF JM SINGLE PLY LVOC CAULK 1 FYJM1I� APPROPRIATE FASTENERS AND NECK OF BOOT METAL ROOFJALK ru JM TPO MEMBRANE ADHESIVE(FOR .-a-:'T� - 1 S.S.CLAMP AND SCREW 1 FULLYADHEREO SPECIFICATIONS ONLY) �• �Ofiffie' .Jl �� PRE-MOLDED TPD PIPE BOOT C ARL I r ROUND JM TPO EDGE SEALANT -- •r - -^L CORNERS OF 1 IF REQUIRED .-.-'-.- - . "•' - ROOF JACK i. RED G JMTPOMEMRRANEMECHANICALLY - ice'-RyT - WRAP MOUNOLYJACK HE WITTRFBOTTOM CH&WEUOTO UP. EJti B ARE' 1112(30 mm)MIN.WELD FASTENEOOR FULLYAOHEREO �•_-� _ =�=SST- I SIMULTANEOUSLY HEAT.STRETCNB WELD TO �s".Z'3Tr� .--- -- - I FIE LOMEMBRANEATHASEMDUNDPIPETOFORM IusEEExELECTRONICALLY61- (CONTINUOUSI -1M TPO 6'EOGE SEALANT REQUIRED �y - •- 2'TURN-OUT FROM VERTICAL JACK.AFTER nsEUEG BvvIRUAM R.s�Fxlo aDRIDA MM...�-; SHAPING,ADHERE TO THE JACK. MU='6.UsnGA DIGITAL MPTiDVED WALLl9UBSTRATE 7 /. x DOH'3wIwEAP01 �'STq( _ IGN_G TMm­IES THIS .. ----- .___-.... __ _-_ __ _ ox.rvr eLeaFarvcCOPIES TTee vEaFeo N - - I' - - GNA ue 6 _ - ...........- _.._.......... �... APPROVED FASTENER AND •: -- ____ �9N s . ... ............_..... - -- - PLATE MINA MOUND PIPE „•, €' E.x.C.s®�ePae� ........ _..._..._...............-1 rtiR•Sa •C1^P.kN. - ON z NAILSA5 _ - - _ PENETRATION OEP_NDANT � -- -. - - - SPECIFIED - - WIIamRSTep q .....��__. ... .� .. - K5 - -Abacea4ee,CN=William DECK MATERIMIS'.BEE �� pM1rtl - - 1 SPECIFI CATIONS FOR - •O•• Y,00 RSaefRlwU - FURTHER INFORMATION {J. •• �' F3eta:20e0.05.23 y WOOD BLOCKING 100 Fp9 FLUSH WITH {a pgYT,�iyT'GO' INSULATION RO Sf- JM APPROVED FASTENER _�OOFO AND PLATE-PENETRATION A' APPROVED DECK DEPENDENTS DECK SP CIFICATI SEE SPEDIFER INF NS FOR FURTHER INFORMATION NOTES: REFER TO MANVILLE FOMHIN ITFECIECATI )F MOST DESCRIPTION INFORMATION. NOTES: 2. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR AFULL DESCRIPTION OF 1. REFER TO JOHNS MANVILLE WEBSITE(x^xw.jm.cwn)FOR MOST UP-TO-DATE INFORMATION. TALL INSATION INSTRUCTIONS AND REQUIREMENTS WHICH ME CONSIDERED A PART OF 2. PIFASESEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF THIS DETAIL INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ME CONSIDERED A PMT OF 3. ANYCMPENTRY ORMETALWORK SHOULD BE DESIGNED AND CONSTRUCTED IN THIS DETAIL. ACCORDANCE WITH LOCAL CODE RECUIREMENTS ANDIOR PROJECT SPECIFICATIONS. 3. AN V CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTEDIN NOTES: THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND-PROJECT SPECIFICATIONS. 1. REFER TO JOHNS MANVILLE WEBSDE(wNw.jm.cwnj FOR MOST UP-T0.CIATE INFORMATION. PROFESSIONAL. THE SE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN 2 PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND PROFESSIONAL. REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. 3. ANY CARPENTRY OR METAL WORKSIAOULD BE DESIGNED AND CONSTRUCTED W ACCORDANCE WITMLOCALCODE 4. JM WO CED SEALANT IS THISINREQUIREDINCLUDES FACTO YCUT EMBRAN REINFORCED MEMBRANE.THIS INCLUDES FACTORY CUT MEMBRANE(SEE DETAILT-MS01) LIC NS DDESITBANUICH NP-PROJECT SPECIFICATON3,THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BYA LICENSED DESIGN PROFESSIONAL. 4. JM TPOEOGE SEMAMIS REDUIRTHISIN D ON INCLUDES LL FACUT TORY CUT TMEMBRANE ISEO EDGES OF 5. REINFORCED MEMBRANE THIS ORTE TERMINATION FLEECE MEMBRANE VEDETAILT-M S-OH. 6. THIS DE REQUIRED FOR ALSO SUITABLE FOR TERMINATION OF FLEECE BACKED MEMBPANES.NOR FLEECE BACKMEMBRANE IS REQUIRED FOR WALL FLASHINGS. •' Adantic Beach 5 T-FW-BS-MEMBRANE FLASHING BASE TIE-IN (HIGH INTERNAL PRESSURE) 3 T-FP-01 -TPO PIPE BOOT SCALE: NOTTO SCALE Phase 1 T-DV-01 -VENT PIPE Atlantic Beach Country.Club SCALE: NOT 5 SCALE SCALE: NOT TO SCALE Construction Documents - - 1600 Selva Marina Drive AtlanficTeacTi,FL 32233 JM SINGLE PLY LVOC �C�ApUUKT((N1OT SHOWN FOR - REVISION ADJUSTABLE METAL STRAP Yf� NO. DATE DESCRIPTION (PROVIDE BY JM) 1 12-0222 SD PRICING OVERLAP WELQEO MIN. - 2 2-10.23 DO PRICING 2(3 -• -- l 1B mm) ] 3.3523 N%CD •: };., CONTINUOUS - 4 -3-23 PERMIT SET JM TPD ROUND SPLIT PIPE _ _ _ BOOTFIASHING -- WELD FLASHING BASE 1112 0 MM)MIN T#, (4IMUM TO FIELp MEMBRANE _ �'�' - COMINUOUS WELD APPROPRIATE TEMPERATURE RESISTIVE CAULK MIN.1lir(30 mm) •-'�=.y c: MUSTB E AT OTIGHT)M SHEET ETH RAIN COLI-AR PER BMACNA OR NRCA -- CONTINUOUS : - - (MUSTSEWATERTIGHT) ,C !- 5 =y^.:i�e HN r�A FASTENED TIGHT AROUND PIPE WITH PIPE STRAP CY�h ROOFETEE � RANESECU�TODECKWRH -• APPROPRIATE FASTENERS RE:SMACNA OR NRCA TPO MEAT WELDED SEAM ••` W �� FR JM SINGLE PLY LVOL CAULK INT EOGESEALANT -• >- TIFt =UI JM SINGLE PLV SEALING MASTIC ADHERE WALKPADS WRH ..............•y`•- 'yir.' •UU.- JMTPODETNL MEMBRANEWRAPPEDAROUNDMD JAI MEMBRMEAOHESIVE- LA•-. -. ADHERED TO METAL FLASHING WITH JM TPD INSTALLED BOOT UNINSTALLED BOOT SEE MOTET -f'-9•--!LMR--m- W X50 MEMBRANE ADHESIVE B'(2W mm)ABOVE FIELD �m �.��s 510!•1 E PH051 MEMRRANESECUREATTOPWRHS.S.CLAMP.HEAT ISOMETRIC VIEW ISOMETRIC VIEW HOLD ADHESME BALK 2' _ ^� 'Da��M P� MOWELD ONTO DETAIL MEMBRANE AT BASE TO MCi:(51 5DGE5)FROM WPIKPAD ! � C �p QE.0p01•NEC�� NNEALWOOL ORIFIBERGLASS MIN TURN � S q(A-f6;, OSNOf 1 JM TPO DETNL MEMBRANE WRH UNDERSIZED HOLE l^ tlGUTTOCREATEAI'(25mm)MIN.TURNUPONTO VJ NOTES: y 0V 5`4 �1� METAL FIASHING.IF UNABLE TO INSTALL IN ONE PIECE. J 1. REFER TO JOHNS MANVILLE WEBSITE(wxw lm.mml FOR MOST UP-TCF B 1 tNNO 1 INSTALL USING TWO PIECES OVERLAPPING I VT(2S DA TE INFORMATION. { r �G I mmI MIN AND HEAT WELDED AT SEAM 5 if JM SINGLE PLY LVOC 2. AN YLARPENTRYORMETALWORKSHOULDBEDESIGNEDANQ { TUS L5M1 ��M,pY' 112°(33 MM) `Y CAULK CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS O JMTPDMEMBRANE RJOVIDEEGYJMTAN STRAP ANDADR PROJECT SPECIFICATIONS THESECOMPONENT35HOULf)BE ` BSEP�E� P�1 MN.WELDCOMINUOUS MECHANICALLY W REVIEWEQMD APPROVED BYA LICENSED DESIGN PROFESSION- I FASTENED OR FULLY I+ 3. STANDMDJM ROUND$PLR PIPE BOOT SZES MEI',T,3' 5'86' Ml0 ?� 30 Nip R I -- _---_ __ -..HE. 1 J4�f EO SHJMTPO JM SINGLEPLYSEALINGMASTIC a�.;-f�t tQO OPp OF- I MEMBRANE FO tN 5 l -FES (FOR O NQ gFPa Mad' FULLY ADHERED O JM TPO ROUND SPLIT PIPE BOOT �'K �1 FLASHING 9 SPECIFICATIONS NN OZN ONLY) w JM APPROVEDFASTENER-0 PLATE MIN. {..� APPROVED DECK WELD FLASHING BASE TO E 0(4)AROUND PIPE.PENETRATION �1 Z FIELD MEMBRANE MIN.I DEPEND-ON DECK MATERIAL(S).SEE O 12'13B mm)CONTINUOUS SPECIFICATIONS FOR FURTHER i �r�tS�QWFANE ADHESIVE NOTES: PE APPROVED FASTENER AND PLATE (FOR ADHERED SPECIFICATIONS 1. REFER TO JOHNS MANVILLE WEBSITE(wwwJm-)FOR MOST UP-T0.0ATE INFORMATION.IS PENETRATION DEFENDANT ON DECK J ONLY)- 2 PLEASE SEE SINGLE PLY FLASHING SPECIFI CATIONS FOR A FULL DESCRIPTION OF MATIiRERINFORMATION SPECIFICATIONS FOR INSTALLATION INSTRUCTI DNS AND REOUWEMENTS WHICH ME CONSIDERED A PART OF FURTH JM TPO MEMBRANE FULLY THIS DETAIL. NOTES: ^ ADHERED OR 3. -IF OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN 1. REFERTOJDHNSMANNLLEWEBSITEN-j.-)FORMDSTUP-TO-DATE INFORMATION. LL m 112'(38 mmL MELHMICALLYFASTENED ACCORDANCE WITH LOCAL CODE REQUIREMENTS-OR PROJECT SPECIFICATIONS. 2. PLEASE BEE SINGLE PLY FLASHING SPECIFICATIONS FDRAFULL DESCRIPTION OF O MIN.WELD CD \ THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BYA LICENSED DESIGN INSTALLATION INSTRUCTIONSMDREOUIREMENTSWHICHMECONSIDEREDAPMTOF JM TPOEDGE PROFESSIONAL. THIS DETAIL. Ln SEALANT IF REQUIRED 4 -TP O EDGE SEALANT IS REQUIRED ON ALL CUT OR NOR-ENCAPSULATED EDGES OF 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN 1 REINFORCED MEMBRANE.THIS INCLUDES FACTORY CUT MEMBRANE(SEE QETAILT ACCORDANCE WITH LOCAL CODE REQUIREMENTS ANDIOR PROJECT SPECIFICATIONS. Z ME-01) THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BYA LICENSED DESIGN Z 5. CLEAN MEMBRANE SURFACE PRIOR TO WpLKPM INSTALLATION WITH TPO MEMBRANE PROFESSIONAL. ---------- -- - ----- -- CLEANER. 4 JM TPO EDGE SEALANT IS REQUIRED ON ALL CUT OR MON-ENCAPSULATED EDGES OF W ........- -. _ - 6. DO NOT INSTALL W0.LKPAOS OVER MEMBRANE SEAMS. REINFORCED MEMBRANE.THIS INCLUDES FACTORY LUT MEMBRME(SEE DETAIL T-MS01j JMAPPROVEDADHESMESFORMHERINGTPOWALKPADSAREIMLVDCMEMBRANE 5. _FORCED AT SURFACE OFOUTERSHEETMETAL FLASHING. ADHESIVE(TPDSEPDM)•JMMEMBRANEBMDINGA HESIVE(TP06EPDM)MDJMTPO .......... WATER BASED MEMBRANE ADHESIVE. ` o APPROVED DECK APPROVED DECK B I T-PT-05-TPO WALKPADS OVER ADHERED TPO O-AO a 91 MEMBRANE T-DV-02-VENT PIPE HOT BD :>I- SCALE:T-FP-04-TPO SPLIT PIPE BOOT(ROUND) SCALE: NOTTOSCALE 2 SCALE: NOT TO SCALE ( ) DRAWNBY.WRS!MAfM1INY m SCALE: NOT TO SCALE PROJECT N0.:2022-362 KEYNOTES SHEPPHIRD N0. DESCRIPTION :DETAIL ASSOCIATES DIVISION os-wooD,PusTlcs a coMPosrms NNVL COLUMN ARCHITECTS+ENGINEERS 06.01 26560 AGOURA ROAD,SUITE 106 06.02 IPLANTED WOOD OR NON-FERROUS SLATTED SCREEN WAIL CALABASAS.CA 91302 NTED WOOD STRUCTURAL TRUSS 8310.670.9144 wills@shep-ae O6.0a PAINTED WOODT PIANKING �yc -rs WNas¢-ias �� tz•-a' 1r-a• �LIC�J tra• _ D , 4 08.05 38'TALL PONY WALL W1X PAINTED MOO WALL BOTH SIDES b SERVICE 131DA0.52 PANEL I R6 06.08:PLANTED WOOD 30111 TO MATCH CAMPUS rvmt 06.07 PLANTEDWOOD MI6SPAN BRACE 01 FD- I 06.0B'HARD POINT FOR TR%MOUNT s p. R'$ T p I I 9.01 DIVISION 07-THERMAL a MOISTURE PROTECTION IU7.01 702.SYTER SYSTEM ARI a v 0 ST WATER SYSTEM 0 6.01 PED 1`111 DIVISION 09-FIN A 09.01 ERERIO0.FLOOR TBD -- - -- -- - .OZ nnD SEAIL:evw LU lEc on cuLYS GNED DIVISION tO-SPECIALTIEs µDSP TME 5TANP SHOsas aniG—TA6mA t0.01 MOTORIZE.SXADE TYPICAL DAO'a0 SAND- GM_FE PRINTED COPES OP 7H5 - - A,oEREE � EDFHEG6I�EDA� DIVISION it-EQUIPMENT ST BE VER F ED E%TERIOFORAOE CEIES LING FAN - �- --�� -" DIVISION 22-PLUMBNG 0196aa'f epnetl Ey I' r• L. - 22.02 TAREA DRAIN TO CONNECTTO SEWERL DEN: s-US ae mm 1 IDIVISION 26-ELECTRICAL K i-R%.pph d C-M,pp*d f -1 �I 28.01 E FRIOR GRADE BEAM MOUNTED SCONCE LIGHTING R CN W am _U TILRIES DeLL'2029.05.23 ] DIVISION 33 f I 98;2y'Wy/'00' q---T. �'-�•� -� � - i r- /� 33.01 GAS.POWER b WATER H00K-UP MAINTENANCE YARD ns.• __- _,YOUTH PAVILION 06.05 I _ T .LL._ _- 33.01 _ `III ii T _�I - - o --- I 2202 I I 06.0] I BeachAulantic I' FLOOR PLAN Atlantic Beach Country Club SCALE: D t Phase 1 Construction Documenis 1600 Selva Marina Drive Atlantic Teach,FL 32233 REVISION NO. DATE DESCRIPTION ((��y\�1 1b02- SDPRICING I / 4 2 :2-10-23DD PRICING 3 }30.23,90%CD 2 10.01 4 i 5323 2PERMIT SET +18. I I I D7.D2 I 06.03 Ofi.Oa I I. .I .03c- _. __.__ ___ _ JB �J B - - _ a O6 06 tJ Z Q TI 11111111 11 .I L.. - 2 .... ,1•�t l' ' f I I O6.6r Y MAINTENANCE YARD af O I i•III UII.JII .�........i_ 11111111fl Mill I 11.01 11 al Ip Z 9 .T 2e.D1 O LEGEND _ - - - - - EKISTING WV Q DEMO Wx L=L NEW WDLL 06.06 2 I I -6.8=_ NEW WORK KEYNOTE O MATCXLINE WAIITAG.SEEOA0.50 TXRV OA0.53 IOOt .DOR TAG.SEE DA0.20 THRU DA0.23 2-A2.0 \l 2 REFLECTED CEILING PLAN O VJINOOW TAG SEED-A020 HRU 0.A0.23 SCALE:As tls xad SCALE: B 1 2 a FEET a DRAWNEY.WRSIMWIMJINY PROJECT NO.:2022-352 KEYNOTES SHEPPHIRD No.I DESCRIPTION ASSOCIATES mvISIDN o5-METALS ARCHITECTS+ENGINEERS 05.02 METAL CPP PROTECTEDTOR SURFACE AND END GRAIN CF ALL E%POSED ,AIIOFD 4Yoo0 MEMBERS 265fi0 AGOURA ROPD,SUITE 106 4 C 318.67AS,CA 91302 we DIVISION OT-THERMAL 8 MOISTURE PROTECTION 0].01 STANDING SEA1.nMEPAL ROOFING TO MATCH CAMPUS 5100.0.81 �310.670.9141 Wi.3Q8h¢Pe¢,COm 22-01] 02.02 INTEGRATED RIDGE VENT AIDA681 Oi 01 a DIVISION 22-PLUMBING � nru.r>r�mox 22.01 ALL GUTTERSTOTIE INTO SUBTERRANEAN STORM SEWER. P. - s.rA.yr¢:m¢Ir+rEias �OF FJR� �I I I I �/ \EvED`INGa ..SEA AI ozsRos aHn¢ Oo uianloA 1 I 4 DN ANY EUEmEBa�Noun o RED ts 1-11 D P1RE �Udf elpned UY I I I WRnam R 9hepphlrtl o c-ua Erill.s$eM1aPae.cam, lllll W lliam R�+ry2phud 0=sheppNrd .F1..Pp- 2 .Ppm.CN=wn�am R SSappd9 2 — 4W'N1M.05.23 MAINTENANCE YARD — — o&2k2sm•oo• A A5.1 `/ 1 I I I I I - - - - -� - - Tr - - -- t Adantic Beach A6. ROOF PLAN Atlantic Beach Country Club SCALE: ® a FEET e ase 1 ,/,==,,_B• Construction Documents 1600 Selva Manna Drive Atlantic Beach,FL 32233 REVISION NO. DATE DESCWPTION 722 02 SD PRICING-�� 2 2-1023 OD R NG 3 330-23"S-CD 4 52323'PERMIT SET n Z �+ J 1 "l LL �•€' _I W m r — ---- — LEGEND ----i ---_------------- L� EXISTING YYPLL DEMO WALL F— C C NEW WAL O Ofi.O1 NEW WORN KEYNOTE MATCHLINE PERSPECTIVE VIEW `3 WORM'S EYE VIEW V WALL TA..SEE.-AD.-THRU 2 6A0.53 2-A2.1 /� ////�� SCALE: NOTTO SCALE SCALE: NOTTO SCALE tot DOORTAG.SEE-20THRUOAD23 A(E 1 W10 —..-TAG SEE O-—THRU 0.A023 SCALE:P=-MKaM DRAWNBY:RRS!NIN'M M c PROJECT NO,2022352 KEYNOTES SHEPPHIRD NO, DESCRIPTION I DETAIL ASSOCIATES Dm sloe Ga-carvcRETE ARCHITECTS+ENGINEERS CONCRETE F W NDATION,SEE STRUCTURAL 926560 AGOURA ROAD,SUITE 106 03.02,POLISHED CONCRETE FLOOR CALABASAS,CA 91302 O7. 9 B DNISION Oi-THERMALBMOISTURE PROTECTION b'370.670.9144 WII.B�alBh¢pB¢.LOm 2]l3' 10'-0• 1T-TLB' 4'-2]/S' I Ot PROOF LAVE AT STORAGE SHED BA1A0.81 0].03n..csu 4 4 {1I Oi.02;BTANOING SEAM METAL ROOFING TO MATCH CM PUS R �� -A2. I 10.01 OB.01— I OiAD ROOFOVERHANG — 1' 07.01!ROOF RIDGE AT STOGAGE SHED i10.A0�01 7 05[EXPOSED PAINTED ROOF SHEATHING JOISTS EQF F"RQ Y O7O6 LOUVERED WALL VEM } P. yi 0302 DNIS2MMOPENINGS I f U y} 8.01 ROLL UP IRILITY DOOR �l AR I6E�J rf OONISION IO-SPEOIMNES \1 61 STORAGE t0.III 2lP Go B:0 FIRE E%TINGUISHER IN RECESSED CABINET C�EpE N� 6 g SHED 201 O M DIVISION26-ELECTRICAL HIS STEM HASEEEN EIELFRONILA-1-YDSFGNEM M O 3 ty 26.01 CEILING SUSPENOEO TROFFER LIGHTS HI DIGITAL 777 TxE DOTE OP C1p t gGAIGGAD—lGNU TROx[LOP ITANI E6"cn OE VERIFFO e axY e4 — � ON:C=Ora R�.9Reppnim —— — •jr Z X01 —� — � 7 ) F19, a'-2]IB' 2t'-t0 tla' William C RSNrepphatl ye -'SI _ .Gh.ppN;N=Wllllem D6.47.01 - 11fB' � DMA:2022.05.23 !OBG1 2� 2 STORAGE SHED-ROOF PLAN STORAGE SHED-FLOOR PLAN SCALE: 0 10 1 2® SCALE: 0 10 1 2�� 114"=l'-0' 114"=1'-T 9 8 ulantic QB _ _ _ _ _ _ — _ g].Df_ — _ _ SHED ROOF n •" ach - 9'-5 111616" — 26_01 'ir -1 Atlantic Beach Country Club Phase 1 Construction Documents /� 1600 Selva Marina Drive Atlantic Beach,FL 32233 2 FIRST FINISH _ FLOOR n REVISION 0'-0" 1 NO. DATE DESCRIPTION 1 '12-02-22 SO PRICING 2 :2-1623 DD PRICING — 3 ;330.23 90%CD 523-23 1EFM111T 0&01 03.01 P2. 4 STORAGE SHED-WEST3 STORAGE SHED-REFLECTED CEILING PLAN SCALE: oO t 2 FEET® SCALE: B 1D 1 s® 114"=V-D" 114"=l'-D" 8 9 I Q Z T I I I n EO ED N I LOL ERE JT 6Ji SHED RO_ OF t1 .. — .I I,T- 41:ILf_LLL_� _ SHg D500� _ _ 9'-51116"V w i .1. — 1+/ LEGEND ui 2 FIRST FINISH 2_FIRST FINISH a _ FLOOR& — —FLOOR f1 3 0'-0° 1 O' O°ll EXISTING IVALL OL 1 �/fJ/JJ�/Q DEMO WALL ^ 08.01 CVJ NEW WALL 03.01 g 03,01 03.01 Ofi 01 NEW WORIt KEYNOTE MATCHLINE a WALL TAG.SEE 0.A0.50 THRU O AD.- /\_ IL /'�./'� 101 DOOR TAG.SEED2AP20THRU&AD.23 HL L 7 STORAGE SHED-EAST 6 STORAGE SHED-NORTH 5 STORAGE SHED-SOUTH scAe:A1�'�xr SCALE: D 2 FEET B SCALE: 0 1 2 4 FEET g SCALE: 0 11 2® WINDOW TAG.SEE 60.0.20 THRU 0.A0.23 r'VI�EErQ DRAWN BY:NR5IMNJIAWINY 114"=1'-0" V4"=1'-0' 114"=1'-0' PROJECT NO.:2622352 KEYNOTES SHEPPHIRD ND. DESCRIPTION DETAIL ASSOCIATES �� /1 �� DIVISION O6-WOOD,PLASTICS 8 COMPOSITES BDA BDB BDC 06.01 EIPOSED PAINTE.WOOD TBG SHEATHING ARCHITECTS+ENGINEERS BDA BDB 26560 AGOURA ROAD,SURE 106 BDC 06.03 EXPOSEp PAINTED WOOD RAFTER CALABASAS.CA 91302 1'-1' 5'-0' 1�'•'l07T .0 OE03 VINYL COLUMN WITH STRUCTURAL POST,TIP. 310.670.9144 AI,@ShEp-.CE.. /. I IN E DSEOPAINTEOWOODCEhINGB--W—ITHKINGPOSITORIOGE I 6 0].01 I Ofi. ,are BaArtc,s.[xavEFa A? ..7. WEE EAPOSED PBE—INTED WOOD HIP AND RIDGE BE 0901 — I 06.O6 WOOD SIDING FACE COUNTERTOP OVER PAINTEp MDO CABINET WITH �\ /\ I — — DIVISION Ot-RIERMAL6MOISlURE PROTECPON OF F BD1 0].Ot ALGURERS TOTEINTO SUBTERRANEAN 6T-5E1YEfL TYP. I R. (Ope 11 m� OTE2 STANOINGSEAMMETALROOFINGTOMATCHCAMPUS 0] � 1 I .03 ROOF RIDGE AT + BAG PROP 11SA0.81 lU AS 1 I"T 14E>' I I 1 0].03 31,1 ROOFEAVE AT SAO 1IIIiDP ,3AFA0.61 MIH iVapA � � E/1'-0• — 07.05 ALL DOWNSPOUT6 TO PE IMOSUBTERRANENN STORM SEWER,TYP. EO A IDA i.ND A1'E6PDALR I —SIGN oe-"me.E6 THIS ITEM HAE I—I AND SEAM EDBVVEEEN w.q 6�EPPVIPOSISSED 09.01 PAVING TO MATCH CAMPUS LICENSE NUMBFA AR IBxsm tin iRE DATE 61GNATURE.PR'�NTFDNRIDIORTIME STAMP 6COV-FNTHS IG { I 4TAL pIVISION II-EOUIPMENi DOC UNENI T E n9DGCONSRIOERE T IGNEO Aro 13LT 11GI ICE/DRINK DISPENSER o HE nA U EMU9 EVERIFIED 1 I ON any ELECTRONIC COPIES _ pIV1610N 12-FURNISHINGS Bl;' - - - — - -—- - - - - - BD2—- - - - - - - - - 2D, LO Y ABLE 6TORAGE ON:C=M�Jh WAM1miq BnePPhna _ _ _ _.— _ — _. �� I DIVISION 26-ELECTRICAL Ownu- McPee com, 2fi Ot SURFACE MOUNTED UP LIGHTING I VAIIiBm RSDegNPrtl O•BheapN'tl —I _ A�Oams;CN-WIImm 26.02 SURFACE MOUNTED CEILING FANS R1a�25.29 1 � I OB:LBa6W'00' BAG DROP FLOOR PLAN2 BAG DROP-ROOF PLAN SCALE: 0 1® SCALE: 0 1 114"=V-O" 114"=1'-0" BDA Bl Bl BDA Bl BDC r-s]re•I 15'-0• 1s'-o• it-sale•. y y Ofi 01 2'-5718-{ 1.-m 15'-0' 12'-fi11C* T fi �6 Ofi.02 I TYP_ A2. 28.01 BD1—=� - - - - - - - - - --- Beach `J — BAG DROP ROOF ' l I OI.Os z Atlantic Beach Country Club b II Phase 1 Construction Documents E]E] Atlantic BeachSolve ,nna Drive ❑ FL 322233 31 BAG DROP GRADE /l REVISION NO. DATE DESCRIPTION 2 1210.23 IQDPRICING BDL - - - - - - - - - - - - 3 330.2] 90%cD 4 SI323 P-RMITSET I I I I � 26.02 I�•06.06 32-q2.1 I I 06.05 3 BAG DROP-REFLECTED CEILING PLAN4 BAG DROP-EAST ELEVATION SCALE: 0 1 z — SCALE: 114"-1W' 114=1'-0" Z O BD2 BYIIDI BB � � w -3118' S-2718- 'R'-6118' W W od i U, I _ Z DROP ROOF n _ _ _ _ _ - _ _BAG DROP g00 F n a = I I 07.06 O 1 I I I I t m I I LEGEND W I BAG DROP GRADE I\ Z BAG DROP GRADEE/^� —-lI fa•1� —- i•— U'_� - O'-D" E%ISTING WALL I..L I I Y/l//O/OIOe DEMO wnLL ♦••.— NEW WALL D I 06,01 NEW WORK IhYNOTE Q 8 I i I f _-- MATGHLINE 0° WALL TAG.SEE 0-ES(I TNRU 680.53 /�— w /1 1/1 1001 DOOR TAG,SEE—20 THRU...23 1 HL/ �JJ 5 BAG DDRO®NORTH ELEVATION 6 SCAGGDRODDRO®T ELEVATION W,D WINpGWTAG SEE0.A020THRU0.AOS3 �uE'Ps" SCALE: DRAWN 9Y: NWIll PROJECT NC:2622-152 KEYNOTES SHEPPHIRD MO. DESOR—ON 'DETAIL ASSOCIATES DINp1110E-wao0,PLAsncs a caMPosITEs ARCHITECTS+ENGINEERS 06.01 p--u- 26560 AGOURA ROAD,SUITE 106 06.02 1—TED WOOD OR NDN-FERRDUS SLATTED SCREEN WALL CALABASAS,CA 91302 4 3 2 1m0].M ON m- TECNON d 310.670.9144 wbls@sh6p,;E,c 01113 1 STANDING THERMAL a MOISTURE PROSEAM METAL ROOFING TDMATCH CAMPUS 1 ODA- 07,F2 INTEGRATED RIDGE VENT .4I0-A0.91 - f11E�� DIVISION 10 SPECVLLPES %weans.crrnraERs I I I I 10.01 MOTOR�DSHPDE,TYPICAL 0.ADI0 2 DIVISION 22-PLUMBING _Ag. 07.01 I 22,f PLL GUTTERS TO TIE INTO SUDIERRANEAN STORM s�wHL ttP. O F F y6IJ ARE FumiO SEnLEDRED AR� . s BEEN E�ALLY mGNED BV YnWMA R.sH ion ONTHE ANWOR-E ST-11—USING DOLU�EMNTIAEMI�Nq�sRlo OF TRIS GN nrvv AN. IU TROwL LOmEGMUM BE YERIFlED f43DePP�ire 22.01= I ON:C-VA e:,.;nspaNePae.aam, William R'-tllepphntl 0.:.6neppgtl 3 TOP OF Asooama,cry=William Wm ___ COLOMN& R6neppma LIFT—D"V Dalt—6.23 W;za29C1on 06.Ot1 MAINTENANCE YARD I I I I I 2_FIRSTFINISH FLOOR . _ _ _ ——_--- _— _ _ - — — t_FINISH G E 1, 2 y-A6. Aclantic Beach NORETI�H 1 ELEVATION Atlantic Beach Country Club_SCALE: D 1 2 4 FEET Phase 1 114•=V-0" Construction Documents 1600 Selva Manna Drive Atlantic aeaG, L 32233 REVISION NO. DATE DESCRIPTION f2-02-22 SD PRICING 2 2-10.23 DD PRICING 3 330-23 902 CD 523-23 PERMR SET IT IT I Ihill Z 0 231 Q 3_TOP OF W _ _ _ _ UMN 11 J —_ _ — COL0"V LL E I I I MAINTENANCE YARD I I O6.OP Z a I J f LEGEND m ] 2_FIRST FINISH l 111E%ISTING(YPLL FLOOOE�-& D D VA7IW, DEMO wALL __ _ 1_FINISHG E 1'-1" � NEW WALL S -A6. IS.NEW..RR KEYNOTE $_ ... MATCHLINE Al WALL TAG.SEED-AO.SOTHRU0.A0.53 101 DOOR TAG,SEE 0.AD0.A0232-A5.0 2D THRU 2 SOUTHELEVATION SCALE nev WRSIMK','MJINY SCALE: 2wto WINDOW TAG.GEE O-8020 THRU 0.A0.23 PRDJECTNO.:2022352 114"=1'-0" KEYNOTES SHEPPHIRD NO. DESCR EIN DETaL ASSOCIATES OINSIDN D5 METALS 0502 MPAEIEDTOSURACAD END GRN OF AL EOSO ARCHITECTS+ENGINEERS ,ITEOWOODMEMBERS 20560 AGOURA ROAD.SUITE 106 DIMSION06-WOOD.PLASTICsa COMPOSITES CALABASAS,CA 91362 8310.670.9144 w6Ls@shep-aeE0m 06.02 PAINID-'PER ISMOIMRROROTEGTTEO SCREEN Y Y 7 DIVISION 01-THERMA SMO STUREPROTECTION 01.01 STANDING SEAM METAL ROOFING TO MATCH CAMPUS 5NA0.81 01.02 j1hnnEGRATED RIDGE VENT DIVISION IS-MECHANICAL CR�lg 1501 GAS,POWERe WATER ROOK UP tDIVISION22PLUMBING11dt ALL GUTTERS TO TIE INTO SURTERRANEAN STORM SEWER TYP. THIS EN ELECTRONIC—V SIG ED _ I SIND s6aLLo Br wlLuaM R.SOHENPP Ei p rLanlOa ANDIOR ME On SIGN— E0 c0 sE E°F-S E M enD MUST BE VERIFIED COPIES. o I -�vW i' PPmrU DN:c-41s8. E:.n�eneRae rAm, I o I o o I I W Iliam R SimppNvtl 0.Snepppatl Aiwtlaga,CN=W I4am R SM1epsaN OM%YOE3.05.23 22.01• sa2gssd7'Orc 3 TOP OF .I — _ I COLUMN n 06.01 H I I I 02 I tl TENNISCOURT I GRASS AREA 2_FIRST FINISH _FLOOR OOR 7 _ _ — — -—_—,_—— -——-- -t,_ — - _ _ 1_FINISH G E 1'-1 BeachAulantic EAST ELEVATION 1 SCALE: D +® Atlantic Beach Beach CountryClub 114"=V-p" Phase 1 Construction Documents 1000 Selva Manna Drive Atlantic Beach,FL 32233 REVISION NO. GATE DESGRIPIIDN 12-0222 5D PRICING 1 2 2-10.13 DDPRICING 3 }3p13 1%11 (\Y/ S2S23 PERtAR SET I I I I I I oT.ot A6 I I t 05.02 IIIA Too 0 3 TOP OF —____ _ _ COLUMNS Q _ _ 1UM 1 w J 0RR.2 w GRA33 AREA TENNIS COURT - — 2 FIRST FINISH LEGEND OR/� m U ——____— — — - —_—— — —— —. _ —1_FIE NISH G EXISTING WALL 'y� "O/aOI�D: DEMO WPLL NEW WALL R -A� `, 15_011 06.01 --R—OTE MATCHLINE WEST ELEVATION V --TA.SEE—S.T.—SS — -- 2 SCALE: 0 1® O DOOR TAG.SEE PA020THRVOA0.23 2-A5.1 114"-1 D" O WINDOW TAG.SEE OA0.20 THRU PA0.23 DRAWNBY.WRSIMWlNJ;NY C PROJECT NO.:2022-352 KEYNOTES SHEPPHIRD DESCRIPTION I DETAIL ASSOCIATES OI VISION 06-WOOD,PLASTICS 8 COMPOSITES ARCHITECTS+ENGINEERS 0601 PAINTED WOOD MIDSPAN BRACE FOR TR%HARDPOINUS 26560 AGOURA ROAD,SUITE 106 06,02 PAINTED WOOD OR NON-FERRGUS SLATTED SCREEN-1 CALABASAS,CA 913112 2310.670.9144 wills@shep-ae.com 16.03 PPINIED WOOD STRUCTURPLTRUSS AB � rvncsn r� 06.06 PNMEO WOOD PURLINS Z 3 4 06.05 PAINTED WOOD EXPOSED TBG PLANKINGR 2'-fi• T-6' 06.06 PWNTED WOOD SOFFIT TO MATCH CAMPUS DIVISION Oi-THERMLL6MOISTURE PRGTELTIOIa 0].01 1STANDING SEAM ROOF EAVBAT YOMH PAVILION SA}A0.01 I t� OF F1011 D7.02 STANDINGSEAM RIDGE PT YOUTH PAVILION a/0.AO.B1 —PZ-03 5TANDINGSEAM ROOF RARE AT YOUTH PAVILION 6A}A0.01 �R1 jT DIVISION tO-SPECIALTIES >f C;AR1 CS !W ' 171 rl �! f 01.03 J"Y• ...._..— 5 DORMER PLATE n 10.01 MOTORQED SHADE.TYPICAL 6Ao a0 --'- --- DIVISION 11-EQUIPMENT ....._. .. I51 • —"' "7- 1 06`•03 11,01 E%iERIOR GRADE CEILING FAN 6NE1D SHE, __ 0606 DIVISION 26-ELECTRICAL ITnL A �— I I, .I I •I I I, ICENSE NUMBER AR EMERIOR GRADE BEAM MOUNTED SCONCE LIGHTING LANGroR THE SIAMP SHOWN USING A OIG _ _ _ _4 ENTER GABLE/� IUNETI.ENDDmP¢s GF11ns _ 9 DOCUM r.n6Escc Aerosr eENeo Im l oe.16; T4'-9"11 111 LLI ON ANI ELECTRONIC-CS u vERnEo C = 1s�1 YRbM1 DAe� ePM1iln l - - - 3 TOP OF ON: „Cs&,Ay,e sam, _ _ _ _ COLUMN/1 WilfiamR$lAppYortl QdnejptdE I. 70'-0" / Aeaooaeas,cN.wnoam R SAepglatl s.2 De1eaf¢a.0 I I I I I 11.01 C I I 10.01 MAINTENANCE YARD' -^-� , •---_ I I TENNIS COURT I I 2_FIRST FINISH _FLO� D'_D• 1'-j, A6. - 1 SECTION® Adantic Beach 114"=V-D" Atlantic Beach Country Club Phase 1 Construction Documents 1600 Selva Manna Drive Atlantic Beac, L 233 REVISION NO. DATE DESCRIPTION 12-1222 ED PRICING 2 2-10.23 DD PRICING 3 -3 23 9D%Go a 52323 PERMIT SET C A6 i1 � tJ251-O•\) /AA EIEM I �'I d 07, 1e 13 • ^,D I I d 16.0 DO 2RMER PLATE tl - _ '-51� - _06.05 _ - 5 2 f S 2-A1.1 61 I I 6 2Ai.O i4 ENTER GABLE L� - _r,p14,_9„ 06.01• OT.01 n 19 3 TOP OF O COLUMN 06.02 1 I1.01 am I Z 0 TENNIS COURT I I GRASS AREA J r Q g I 2_FIRST FINISH I FLOOR D,-`0, _ 1_FIN ISHG E LEGEND O EXISTING WP1L Flegl?OV,. DEMO WALL f— NEW WALL C 06.01 NEW WORKKEYNOTE s SECTION 2 --- MATCHDNE a L SECTION F— B WALLTAG.SEE O-AO.SOTMRO O-M.Li a 114" V-10" (501) DOOR TAG.SEE 0.A0.20 THRU OA0.23 2-A6.0 W11 WINDOWTAG.SEE 0.A021 THRU--23 SCALE:>s vlArnM DRAWN BY:WRSIMWIMPNY c PROJECT NO.:2022352 c KEYNOTES SHEPPHIRD NO. DESCRIPTION GETAIL ASSOCIATES DINSION OS-METALS ARCHITECTS+ENGINEERS 0501 STRUC—NL COLUMN,SEE STRUCTURAL 2656D AGOURA ROAD,SUITE 106 OIVISIONUS-WDODPLRNOW ERROUSCOMPOSITES CALABASAS,CA 91302 rvmcsa; 06.01 PAINTEDWODO OR NON-FERROUSSIATTEO SCREEN WPIL j 310.670.9144 wll.sI 0502 PARALAMBEAM.SEESTRUCNRAL 36,03 PAINTED PSM FASCIAT4OLDING nra., ,mwl 06.04 PONY WALL FOR UTILITIES , s uu.a,Ens.ewMxu 36.05 I-NTED W—DUVER WALL PANEL DIVISION lO-SPECIALTIES E OF F7OP- 10.01 MOTORIZED SHADE,TYPICPL. 0-A0.40 ` F.5 O 10.02 MOTORIZEDSHADE SCREENCAILE,FLOOR MOUNTED 1 U-AOAE f — OMSION 22-PLUMBING ARI - 22.01 AIL GUTTERS TO TIE INFO SUBTERRANEAN STORM SEWER.TYP. . �� �rERED PRCa t� 5—DORMER PLATE n sITeM Nns aeery Ei.Ec f �9' AGVIGG USINGaDIRGI alAnrELECTHTHE S:GII E�vEDAND 0eiU4asMusr eE VERIFIED A =%.d IY GPP�iiN &4vill.s�MePae.wm. DN:c=uB. I William R aerepphud O.SnerykSrd AaodaW,CN=V4111em R SO 20 POftAd,0 WlK 5.23 aaaT.£Sp7'Do• I 06.0 I I _ _I 4 ENTER GABLE n _ _ _I _ _4 ENTER GABLES __ _ _ 4 ENTER GAB9.�LE V ,n 149" 7 _ — 14�- I I I I 06 03 f I 06.03 A6.02 r 06.02 � 2201 , 3 TOP OF 3 TOP OF f ._TOP OF lo-o COLUMN I _ _ COLOMN-/� _�_ _ COLUlolMN ollis I Atlandc Beach Atlantic Beach Country Club- Phase1 Construction Documents 1600 Selva Marina Dnve Atlantic Beach,FL 32233 REVISION I NO. DATE DESCRIPTION 1 120222 SO PRICING — 2 2-10-23,OD PRICING 3 33123 90%CD 52129'PERMIT SET I 9 I 106.04 I _ �22FIRST FINISH - 2_FIRST FINISH 2_FIRST FINISH FLOG-R t1 f 0—� —_ _ F 000 0• 0..V — z 1 FINISH GRADE _ _7 FINISH GRADE I FINISH GRADE O _ _1• -1,� __ _ —I — — -i,_1 W J J ?Q z O J 1 WALL SE® - LOUVRE WALL WALL SE®-COLUMN 3 WALL SE®-SCREEN WALL LEGEND a 314"=T-0" 3f4"=1'-0" 3/4"=V-0" E%ISTING WALL •vjo7li0. DEMO wAu NEW WALL 06.01 NEWWORNNEYNOTE d MATCHLINE /�/ At WALL TAG.SEED-A0.5020 DTHRUOA0.53 2-A7.0 101 DOOR TAG.SEE 0-ATHRU—.29 W3 WINDOW TAG.SEE 0-AG20 THRU CAD.23 $CN.E:biltivaleE ORAWNBY:WU MW,'M INY PRWECTNO,2022-352