HomeMy WebLinkAboutREDLINES CVS 5151 Fort Pierce SS - 2.11.19 - flatDTLSHTDTLSHTCEILING FINISHELEVATION DATUMREVISIONFINISHDTLSHTPLAN DETAILSECTIONDETAIL CALLOUTELEVATIONROOM NAME101ROOM LABEL0COLUMN GRIDSYMBOLS LEGEND@ATA/CAIR CONDITIONINGABVABOVEACTACOUSTICAL CEILING TILEADAAMERICAN'S W/ DISABILITIES ACTAFFABOVE FINISH FLOORARCHARCHITECTURALBLDGBUILDINGCLCENTER LINECLGCEILINGCLG HGTCEILING HEIGHTCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCPTCARPETDETDETAILDIADIAMETERDIMDIMENSIONDWGDRAWINGEAEACHEQEQUALEQUIPEQUIPMENTEXISTEXISTINGEXTEXTERIORFAFIRE ALARMFBOFURNISHED BY OTHERSFDFLOOR DRAINFEFIRE EXTINGUISHERFECFIRE EXTINGUISHER CABINETFINFINISHFLRFLOORFLUORFLUORESCENT LIGHTINGFTFOOT (FEET)GAGAGEGALVGALVANIZEDGCGENERAL CONTRACTORGYPGYPSUMH/CHANDICAPPEDHDWRHARDWAREHMHOLLOW METALHTHEIGHTHVACHEATING, VENTILATION & COOLINGHWHOT WATERININCHINSULINSULATIONINTINTERIORLLLANDLORDMAXMAXIMUMMECHMECHANICALMEZZSECOND FLOORMFRMANUFACTURERMINMINIMUMMISCMISCELLANEOUSMOMASONRY OPENINGMTDMOUNTEDMTLMETALNNORTHNICNOT IN CONTRACTNTSNOT TO SCALEOCON CENTEROPPOPPOSITEPLAMPLASTIC LAMINATEPLBGPLUMBINGPLYWDPLYWOODRECRECESSEDREQDREQUIREDREVREVISIONROROUGH OPENINGSDSMOKE DETECTORSFSQUARE FOOT (FEET)SIMSIMILARSPECSPECIFICATIONSTDSTANDARDSTLSTEELTHKTHICKNESSTYPTYPICALUNOUNLESS NOTEDVIFVERIFY IN FIELDW/WITHW/OWITHOUTWCWATER CLOSETABBREVIATIONS LISTDRAWING LIST - SCENARIO 4A.F.F.SHTDTLDTLDTLDTLLOCATION PLANKEY PLANLOCUS PLANTRUE NORTHBUILDING LOCATIONTRUE NORTHPOINT OF ENTRYAREA OF WORKOTHERWISEG1
G2
PRE-PAIDFILMOWNERPROJECT DIRECTORYTITLE SHEETT-001STORE # 5151 FORT PIERCE 4780 NORTH KINGS HWYFORT PIERCE, FL, 34951CVS - STOCKROOM DESIGNCVSONE CVS DriveWOONESOCKET, RI 02895CONTACT: MAISA NOHRAF: (401) 216-0202O: (401)770-9903PERMIT SET 8.3.2018SECOND FLOORGROUND FLOORARCHITECT OF RECORD:PROJECT MANAGER:CORE STATES GROUP201 SOUTH MAPLE DRIVE, SUITE 300AMBLER, PA 19002CONTACT: DAVID BALMAT: (215) 809-2125csg-cvs-ca@core-eng.comSTRUCTURAL ENGINEER:CORE STATES GROUP201 SOUTH MAPLE DRIVE, SUITE 300AMBLER, PA 19002CONTACT: KEN MACKENZIET: (215) 809-2125csg-cvs-ca@core-eng.comCORE STATES GROUP201 SOUTH MAPLE DRIVE, SUITE 300AMBLER, PA 19002CONTACT: JAMES WELCHT: (267) 464-8068csg-cvs-ca@core-eng.comCVS STOCKROOM DESIGN
STORE #5151
4780 NORTH KINGS HWY
FORT PIERCE, FL, 3495111/01/2018CVS.3132PROJECT INFORMATION BLOCKJOB #DATE:SCALE:DRAWN BY:CHECKED BY:MODELSHEET TITLESHEET NUMBERISSUEDATEDESCRIPTIONSEALARCHITECT/ ENGINEER OF RECORDAS NOTED0 11/1/2018 PERMIT SETC.NOBLEF.ANIELO201 SOUTH MAPLE AVE. , STE 300 AMBLER, PA 19002
ph: (215) 809-2125 csg-cvs-ca@core-eng.com MECHANICAL/PLUMBING:CORE STATES GROUP1700 INDUSTRIAL DRIVE, SUITE BROGERS, AR 72756CONTACT: DAVID LEIFFERT: (479) 877-3438csg-cvs-ca@core-eng.comELECTRICAL ENGINEER:CORE STATES GROUP1700 INDUSTRIAL DRIVE, SUITE BROGERS, AR 72756CONTACT: JOHN FERGUSONT: (479) 877-3438csg-cvs-ca@core-eng.comCODE SUMMARYAPPLICABLE CODESDESCRIPTION CODE REFERENCEREQUIRED / ALLOWEDCHANGE/EXISTINGGENERALUSE GROUPCONSTRUCTION TYPEGENERAL HEIGHT AND AREANUMBER OF STORIESSPRINKLEREDTOTAL BUILDING OCCUPANT LOADSTOCKROOM (STORAGE) EGRESSTRAVEL DISTANCENUMBER OF EXITSDOORWAY REQUIREMENTSEGRESS WIDTHFIRE RESISTIVE SEPARATIONSBUILDING STRUCTUREPROJECT SUMMARYGROSS MERCANTILE FLOOR AREASECTION 309, 311TABLE 601 TABLE 604TABLE 504TABLE 901.2TABLE 1004.1.2TABLE 1017.2TABLE 1006.2.1SECTION 1010.1.1SECTION 1005.3.2SECTION 601M & SREMOVE EXISTING STAIRS, INSTALL NEW STAIRS WITH HANDRAIL & GUARDRAIL, REPLACE EXISTING TECHNIRACK WITH NEW SECOND FLOOR, DECOMMISSION UNDER NEW STAIRS AND CONVEYOR.INSTALL EXIT SIGN AT STOCKROOM EXIT DOOR, REMOVE AND REUSE EXISTING LIGHT FIXTURES UNDER NEW SECOND FLOOR, DECOMMISSION ALL AREAS UNDER 7'-0" (I.E. UNDER STAIRS AND CONVEYOR),PATCH EXPLORATORY HOLE, INSTALL NEW ELIASON DOOR, REMOVE COMPACTOR, RAISE LOW DUCT AT SECOND FLOOR, REPOSITION EXISTING COOLER, BOX IN PIPING AT SECOND FLOOR, REMOVE GASHEATER.30 GROSSEXTERIOR BEARING WALL:INTERIOR BEARING WALL:EXTERIOR NON-BEARING WALL:INTERIOR NON-BEARING WALL:FLOOR & SECONDARY CONSTRUCTION:0 HR0 HR0 HR0 HR0 HRNO CHANGE. EXISTING TO REMAIN.NO CHANGE. EXISTING TO REMAIN.NO CHANGE. EXISTING TO REMAIN.NO CHANGE. EXISTING TO REMAIN.NO CHANGE. EXISTING TO REMAIN.34'-9"NO CHANGE. EXISTING TO REMAIN.NO CHANGE. EXISTING TO REMAIN.NO CHANGE. EXISTING TO REMAIN.NO CHANGE. EXISTING TO REMAIN.NO CHANGE. EXISTING TO REMAIN.ACTUAL/PROVIDEDSEISMIC CATEGORYA, B, C, D, E OR FMERCANTILE & STORAGETYPE IIB21'-6" / 11,842 SF1 STORY & SECOND FLOORNO55'-0" / M: 12,500SF S-1: 17,500SF2 STORIESNOTYPE IIB10,046 SF +/- (GROUND FLOOR) / 60 GROSS =168 PERSONS654 SF +/- (GROUND FLOOR) +726 SF +/- (SECOND FLOOR) =1,380 SF +/- (TOTAL) /300 = 7 PERSONS34'-9"MORE THAN 32"32" REQUIRED; 72" PROVIDEDBUILDING CODEACCESSIBILITY CODEFIRE CODEMECHANICAL CODEELECTRICAL CODEENERGY CONSERVATION CODEPLUMBING CODEFLORIDA BUILDING CODE 6TH EDITION (2017)NFPA 70 - 2014 NATIONAL ELECTRICAL CODEGROSS STORAGE FLOOR AREATABLE 1004.1.2300 GROSSNO CHANGE. EXISTING TO REMAIN.FLORIDA BUILDING CODE 6TH EDITION (2017) - ACCESSIBILITYFLORIDA FIRE PREVENTION CODE 6TH EDITION (2017)FLORIDA BUILDING CODE CODE 6TH EDITION (2017) - MECHANICALFLORIDA BUILDING CODE CODE 6TH EDITION (2017) - ELECTRICALFLORIDA BUILDING CODE CODE 6TH EDITION (2017) - PLUMBINGNO CHANGE. EXISTING TO REMAIN.200 W/OUT SPRINKLER2 IF OCC LOAD IS OVER : M-50 OR S-30; 3 IF MORE THAN501 OCCUPANTS1/2 THE DIAGONAL DISTANCE W/OUT SPRINKLER.2X OCC LOAD32" MIN97'-4"EXIT ACCESS SEPARATIONSECTION 1007.1.139-1" ADDITIONAL2 EXITSADDITIONAL EXIT PROVIDEDADDITIONAL 36" PROVIDEDADDITIONAL EXIT PROVIDED54'-6" /2 = 27'-2"ASSEMBLY (UNCONCENTRATED)TABLE 1004.1.215 NETSHEET #SHEET TITLEREMARKS00 TITLET-001TITLE SHEET01 ARCHITECTURALGUARDRAIL AND HANDRAIL DETAILSISSUED FOR PERMITS: 8/3/2018A-102ENLARGED STAIR DETAILS PLAN AND SECTIONDECOMMISSIONING DETAILSREFLECTED CEILING PLANA-103A-104A-105LS-101STOCKROOM LIFE SAFETY PLAND-101PARTIAL GROUND FLOOR AND SECOND FLOOR - DEMOLITION PLANA-101GROUND FLOOR & SECOND FLOOR CONSTRUCTION PLANS & SPECS.FLORIDA BUILDING CODE 6TH EDITION (2017) - EXISTING BUILDINGEXISTING BUILDING CODEMECHANICAL AND PLUMBING PLANM-101GENERAL NOTES AND STRUCTURAL PLANS-10103 MECHANICAL02 STRUCTURAL105 WILDECK23GROUND FLOOR AND SECOND FLOOR ELECTRICAL PLANSE-10004 ELECTRICALA02/11/19
58'-3"5'-5"G1
G2
PRE-PAIDFILMDIAGONAL DISTANCE =54'-6"34'-9" EXIT SEPARATION39'-1"SCALESTOCKROOM GROUND FLOOR LIFE SAFETY PLAN11/8"=1'-0"STOCKROOMLIFE SAFETY PLANLS-101SCALESTOCKROOM MEZZANINE LIFE SAFETY PLAN21/8"=1'-0"LEGENDN.I.C.PATH OF TRAVELEXIT INDICATOREXIT LIGHTCOMMON PATH OF TRAVEL DISTANCESTART OF EXIT TRAVEL DISTANCECVS STOCKROOM DESIGN
STORE #5151
4780 NORTH KINGS HWY
FORT PIERCE, FL, 3495111/01/2018CVS.3132PROJECT INFORMATION BLOCKJOB #DATE:SCALE:DRAWN BY:CHECKED BY:MODELSHEET TITLESHEET NUMBERISSUEDATEDESCRIPTIONSEALARCHITECT/ ENGINEER OF RECORDAS NOTED0 11/1/2018 PERMIT SETC.NOBLEF.ANIELO201 SOUTH MAPLE AVE. , STE 300 AMBLER, PA 19002
ph: (215) 809-2125 csg-cvs-ca@core-eng.com02/11/19
2141518171921711123"TECHNIRACK" SECOND FLOOR CONVENTIONAL FRAME SECOND FLOOR1311211161818212014 910812SCALEPARTIAL GROUND FLOOR DEMOLITION PLAN11/4"=1'-0"PARTIAL GROUNDFLOOR ANDSECOND FLOORDEMOLITION PLAND-101SCALESECOND FLOOR DEMOLITION PLAN31/4"=1'-0"KEY NOTES1.REMOVE EXISTING TECHNIRACK SECOND FLOOR.2.REMOVE EXISTING STAIR REMOVE GUARDRAIL AND HANDRAIL AT STAIR.3.EXISTING CONVENTIONAL FRAME SECOND FLOOR TO REMAIN.4.EXISTING WING WALL TO BE REMOVED TO TO TOP OF SINK LEVEL5.NOT USED6.NOT USED7.NOT USED8.EXISTING CONVENTIONAL FRAME SECOND FLOOR FINISH TO BE REMOVED FOR SECONDFLOOR REINFORCEMENT AND SAVED FOR REUSE. SEE S-1019.EXISTING WATER HEATER TO BE DISCONNECTED DURING SECOND FLOOR REINFORCEMENTAND SAVED FOR REINSTALLATION10.EXISTING LADDER TO BE REMOVED DURING SECOND FLOOR REINFORCEMENT AND SAVEDFOR REINSTALLATION11.EXISTING LIGHTING, PIPING, CONDUIT, DUCTWORK, AND ALL OTHER OBSTRUCTIONS SHALLBE 7'-0" A.F.F. MIN. AT SECOND FLOOR, TYP.12.EXISTING LIGHT DUTY SHELVING UNITS TO BE REPOSITIONED AS REQUIRED, TYP.13.EXISTING DUCT ENCLOSURE TO BE REMOVED FOR SECOND FLOOR REINFORCEMENT ANDSAVED FOR REINSTALLATION, TYP.14.ELECTRICAL HEATER TO BE REMOVED - SEE ELECTRICAL DRAWINGS15.REMOVE EXISTING DOOR16.RAISE EXISTING DUCT TO 7'-0" A.F.F. MIN.17.COMPACTOR TO BE REMOVED18.REPOSITION FIRE EXTINGUISHER AS REQUIRED19.EXISTING COOLER TO BE RELOCATED20.PORTION OF GUARDRAIL TO BE REMOVED21.EXISTING DIFFUSER TO BE RECESSEDLEGENDEXISTING DOORS, WINDOWS, OR WALLS TO REMAINEXISTING TO BE REMOVED. SHORE EXISTING STRUCTUREAS REQUIRED.EXISTING DOORS, WINDOWS, OR WALLS TO BE REMOVEDEXISTING OBJECT TO BE REMOVEDN.I.C.SCALEEXISTING CONDITION 2N/ACVS STOCKROOM DESIGN
STORE #5151
4780 NORTH KINGS HWY
FORT PIERCE, FL, 3495111/01/2018CVS.3132PROJECT INFORMATION BLOCKJOB #DATE:SCALE:DRAWN BY:CHECKED BY:MODELSHEET TITLESHEET NUMBERISSUEDATEDESCRIPTIONSEALARCHITECT/ ENGINEER OF RECORDAS NOTED0 11/1/2018 PERMIT SETC.NOBLEF.ANIELO201 SOUTH MAPLE AVE. , STE 300 AMBLER, PA 19002
ph: (215) 809-2125 csg-cvs-ca@core-eng.comGC TO PROVIDE TEMPORARY CONTAINERS FOR STORE MERCHANDISE AT STOCKROOM.GC TO RELOCATE MERCHANDISE FROM STOCKROOM TO CONTAINERS UNDER CVS SUPERVISION PRIOR TOCONSTRUCTION.GC TO RELOCATE TO MERCHANDISE FROM CONTAINERS TO STOCKROOM UNDER CVS SUPERVISION AT ENDOF CONSTRUCTIONGC TO BREAK DOWN AND STORE ALL SHELVING AND FIXTURES IN STOCKROOMMERCHANDISE / SHELVING NOTEDEMOLITION NOTESA.ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES,REGULATIONS, ORDINANCES, AND STANDARDS INCLUDING ADA AND OR OTHER HANDICAP ACCESSIBILITYCODES.B.GC SHALL NOTIFY OWNER AND AOR OF PRESENCE OF ASBESTOS OR HAZARDOUS MATERIAL PRIOR TO ALLWORK AND/OR DEMOLITIONC.GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING SCHEDULING ANDSEQUENCING OF WORK.D.THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPEOF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION,MATERIAL, AND WORKMANSHIP THROUGHOUT. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATIONCONCERNING EXISTING CONDITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD.E.EXACT LOCATIONS FOR OUTLETS AND EQUIPMENT SHALL BE DETERMINED AT THE SITE AS WORK PROGRESSES.DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR AT THE SITE.F.FINAL WORK SHALL BE DOCUMENTED ON AS BUILT RECORD DRAWINGSG.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TOBEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY VARIANCE ORDISCREPANCY AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WITH WORK.H.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES ANDEQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS.I.LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS.J.PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTENCE ANDLOCATION OF ALL EXISTING ABOVE AND BELOW GRADE UTILITIES, INCLUDING SANITARY SEWER, STORMSEWER, WATER, GAS, ELECTRICAL, TELEPHONE, ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BEBROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.K.UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONSAND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY.L.ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND ANY SHUT DOWNOF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THEOWNER AND LOCAL BUILDING DEPARTMENT.M.G.C. SHALL PROVIDE DUMPSTERS AS NECESSARY.N.DIMENSIONS:1. DIMENSIONS ARE TO BE TO FINISHED FACE OF WALL, UNO.2. DRAWINGS ARE NOT TO BE SCALED. VERIFY ANY MISSING OR CONFLICTING WRITTEN DIMENSIONS WITHTHE ARCHITECT/DESIGNER PRIOR TO CONSTRUCTIONO.G.C. IS RESPONSIBLE FOR COORDINATING THE OWNERS VENDORS ON SITE DURING CONSTRUCTION.P.AS PART OF THIS CONTRACT, GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO OPEN AND CLOSE ALLEXISTING CONSTRUCTION WITHIN AND OUTSIDE OF THE IMMEDIATE PROJECT SCOPE WHERE REQUIRED INORDER TO COMPLETE THE SPECIFIED WORK.Q.CAP WIRES AT ALL LOCATION(S) OF REMOVED FIXTURES AND EQUIPMENT.R.GC SHALL BE RESPONSIBLE FOR PROVIDING ALL PROTECTION MATERIALS, INSTALLATION AND REMOVAL,AND ALL BARRICADE MATERIALS, INSTALLATION AND REMOVAL, FOR THE DURATION OF THE SCOPE OFWORK.S.GC SHALL BE RESPONSIBLE FOR THOROUGH DUST CONTROL AND CLEAN UP ON A DAILY BASIS.02/11/19
2152018131142117141412125'-4"V.I.F.NOTE:NEW SECOND FLOOR AREA NOT TO EXCEEDEXISTING "TECHNIRACK" AREA TO BEDEMOLISHEDNEW PRE-FABRICATED MEZZANINE CONVENTIONAL FRAME MEZZANINE
7'-8"V.I.F.11'-11 1/2"V.I.F.13'-4 1/2"V.I.F.1419162141212016203101217101511789F8'-0"3'-6"VISION PANEL
SCALEPARTIAL GROUND FLOOR CONSTRUCTION PLAN11/4"=1'-0"GENERAL NOTESGROUND FLOOR &SECOND FLOORCONSTRUCTIONPLANS & SPECS.A-101A.ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES, REGULATIONS,ORDINANCES, AND STANDARDS INCLUDING ADA AND OR OTHER HANDICAP ACCESSIBILITY CODES.B.GC SHALL NOTIFY OWNER AND AOR OF PRESENCE OF ASBESTOS OR HAZARDOUS MATERIAL PRIOR TO ALL WORK / ORDEMOLITIONC.GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING SCHEDULING ANDSEQUENCING OF WORK.D.THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OFCONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL, ANDWORKMANSHIP THROUGHOUT. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTINGCONDITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD.E.EXACT LOCATIONS FOR OUTLETS AND EQUIPMENT SHALL BE DETERMINED AT THE SITE AS WORK PROGRESSES. DIMENSIONSAND CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR AT THE SITE. FINAL WORK SHALL BEDOCUMENTED ON AS BUILT RECORD DRAWINGSF.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TO BEGINNINGCONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY VARIANCE OR DISCREPANCY AFFECTING NEWCONSTRUCTION PRIOR TO PROCEEDING WITH WORK.G.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENTSUPPLIED AND/OR INSTALLED BY OTHERS.H.LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS.I.PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALLEXISTING ABOVE AND BELOW GRADE UTILITIES, INCLUDING SANITARY SEWER, STORM SEWER, WATER, GAS, ELECTRICAL,TELEPHONE, ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THEARCHITECT.J.UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISHOWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY.K.ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND ANY SHUT DOWN OF LIFE SAFETYOR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNER AND LOCAL BUILDINGDEPARTMENT.L.G.C. SHALL PROVIDE DUMPSTERS AS NECESSARY.M.DIMENSIONS:A. DIMENSIONS ARE TO BE TO FINISHED FACE OF WALL, UNO.B. DRAWINGS ARE NOT TO BE SCALED. VERIFY ANY MISSING OR CONFLICTING WRITTEN DIMENSIONS WITH THEARCHITECT/DESIGNER PRIOR TO CONSTRUCTIONN.G.C. IS RESPONSIBLE FOR COORDINATING THE OWNERS VENDORS ON SITE DURING CONSTRUCTION.O.AS PART OF THIS CONTRACT, GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO OPEN AND CLOSE ALL EXISTINGCONSTRUCTION WITHIN AND OUTSIDE OF THE IMMEDIATE PROJECT SCOPE WHERE REQUIRED IN ORDER TO COMPLETETHE SPECIFIED WORK.P.CAP WIRES AT ALL LOCATION(S) OF REMOVED FIXTURES AND EQUIPMENT.Q.CONDUIT RUNS CROSSING EXPANSION JOINTS SHALL HAVE EXPANSION OR EXPANSION DEFLECTION TYPE FITTINGS ASREQUIRED. VERIFY EXISTING JOINTS BY FIELD MEASUREMENTS.R.WIRING DEVICES SHALL BE MOUNTED IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE ARCHITECTURALBARRIERS BOARD.S.MOUNTING HEIGHTS SHALL BE AS INDICATED ON MOUNTING HEIGHT DETAIL.T.CONTRACTOR SHALL VERIFY ALL DOORS SWINGS BEFORE INSTALLING SWITCH BOXES.U.ALL WOOD USED SHALL BE FIRE RETARDANTSCALESECOND FLOOR CONSTRUCTION PLAN21/4"=1'-0"LEGENDEXISTING DOORS, WINDOWS, OR WALLS TO REMAINSPECIFICATIONSNEW WALLN.I.C.NEW DOORS, WINDOWS, OR WALLS TO REMAINKEY NOTESS-1LOZIER 48" WIDE, 18" DEEP, 84" TALL - PROVIDE QUANTITY AS INDICATED AND INSTALLPER MANUFACTURER'S INSTRUCTIONS. WARNING: FLOOR ANCHORS MUST BE USED WHEN: 1) THE UPRITES HEIGHT TO DEPTH RATIO EXCEEDS 6:1. (IF THE TWO SECTIONS ARE CONNECTED BACK TO BACK, USE THEIR COMBINED DEPTH TO CALCULATE THE HEIGHT TO DEPTH RATIO.) 2) THE BOTTOM SHELF IS NOT WITHIN 6" OF THE FLOOR 3) ON ALL UPRITE POSTS AND SUPPORT POSTS THAT SUPPORT A 2ND LEVEL CATWALK SYSTEM. 4) LOCAL BUILDING OFFICIAL REQUIRES THEM 5) SHELVING MUST BE ANCHORED TO THE FLOOR, TO A SUITABLE BUILDING WALL, OR OTHERWISE BRACED TO PREVENT OVERTURNING IN THE EVENT TALL OR HEAVY ITEMS ARE LEANED AGAINST THE SHELVINGS-2LOZIER WSB96HD WIDESPAN ROLLER WITH ROLLER ASSEMBLY, 94" TALL. PROVIDE QUANTITYAS INDICATED AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. WARNING: FLOOR ANCHORS MUST BE USED WHEN: 1) THE UPRITES HEIGHT TO DEPTH RATIO EXCEEDS 6:1. (IF THE TWO SECTIONS ARE CONNECTED BACK TO BACK, USE THEIR COMBINED DEPTH TO CALCULATE THE HEIGHT TO DEPTH RATIO.) 2) THE BOTTOM SHELF IS NOT WITHIN 6" OF THE FLOOR 3) ON ALL UPRITE POSTS AND SUPPORT POSTS THAT SUPPORT A 2ND LEVEL CATWALK SYSTEM. 4) LOCAL BUILDING OFFICIAL REQUIRES THEM 5) SHELVING MUST BE ANCHORED TO THE FLOOR, TO A SUITABLE BUILDING WALL, OR OTHERWISE BRACED TO PREVENT OVERTURNING IN THE EVENT TALL OR HEAVY ITEMS ARE LEANED AGAINST THE SHELVINGWM-12" WIRE MESH INSTALL PER MANUFACTURERS INSTRUCTIONS. PROVIDE QUANTITY AS INDICATED.ES-1EXISTING SHELVING UNIT S-1ES-2EXISTING SHELVING UNIT S-2REFER TO STRUCTURAL DRAWINGS FOR STEEL SPECIFICATIONS.CVS STOCKROOM DESIGN
STORE #5151
4780 NORTH KINGS HWY
FORT PIERCE, FL, 3495111/01/2018CVS.3132PROJECT INFORMATION BLOCKJOB #DATE:SCALE:DRAWN BY:CHECKED BY:MODELSHEET TITLESHEET NUMBERISSUEDATEDESCRIPTIONSEALARCHITECT/ ENGINEER OF RECORDAS NOTED0 11/1/2018 PERMIT SETC.NOBLEF.ANIELO201 SOUTH MAPLE AVE. , STE 300 AMBLER, PA 19002
ph: (215) 809-2125 csg-cvs-ca@core-eng.com SCALEMOUNTING HEIGHTS31/4"=1'-0"1.NEW SECOND FLOOR, COLUMNS AND GUARDRAIL TO BE FURNISHED AND INSTALLED BY VENDOR - FINISH FLOORHEIGHT OF PREFABRICATED SECOND FLOOR TO MATCH HEIGHT OF EXISTING CONVENTIONAL FRAME SECONDFLOOR.2.NEW STAIR, GUARDRAILS AND HANDRAILS TO BE FURNISHED AND INSTALLED BY VENDOR3.GUARDRAIL TO BE CONTINUOUS AT PERIMETER OF CONVENTIONAL FRAME SECOND FLOOR OPEN TO BELOW,TYP. VENDOR TO INSTALL PORTIONS OF GUARDRAIL AS REQUIRED, SEE A-104 FOR DETAILS4.INSTALL STAINLESS STEEL CAP AT LOW WING WALL5.NOT USED6.NOT USED7.RECONNECT WATER HEATER AT SECOND FLOOR8.REINSTALL LADDER AT SECOND FLOOR9.REINSTALL FINISH FLOOR AT EXISTING SECOND FLOOR10.VENDOR TO FURNISH AND INSTALL WIRE PARTITION AT SECOND FLOOR PERIMETER OPEN TO BELOW, TYP.11.DECOMMISSION WALL. REFER TO A-105 FOR DETAIL.12.VENDOR TO FURNISH AND INSTALL TOE KICK AT EXISTING GUARDRAIL, SEE 8/A-10413.LINE OF NEW PRE-FABRICATED SECOND FLOOR ABOVE14.REPOSITION / INSTALL NEW FIRE EXTINGUISHER AS REQUIRED. SEE 3/A-10115.MAINTAIN CLEARANCES AT TOP AND BOTTOM STAIR LANDING AS REQUIRED (LANDING LENGTH TO BE WIDTH OFSTAIR MIN.16.LIGHTING, PIPING CONDUIT, DUCTWORK AND ALL OTHER OBSTRUCTIONS SHALL BE 7'-0" A.F.F. MIN AT SECONDFLOOR, TYP17.REPOSITION HEIGHT OF / INSTALL NEW PHONE AS REQUIRED, SEE 3/A-101, TYP.18.PATCH EXPLORATORY HOLE19.REINSTALL FINISH FLOOR AT EXISTING SEOND FLOOR20.REPOSITION ES-1/INSTALL S-1 SHELVING UNITS AS REQUIRED21.FURNISH AND INSTALL NEW ELIASON DOOR - CONTRACTOR TO REINSTALL SECURITY/ALARM SYSTEM AT DOOR - SEE ELECTRICAL DRAWINGS22.PATCH/INFILL WALL AS REQUIREDSHELVING / MERCHANDISE NOTEGC TO PROVIDE TEMPORARY CONTAINERS FOR STORE MERCHANDISE AT SECOND FLOOR.GC TO RELOCATE MERCHANDISE FROM STOCKROOM TO CONTAINERS UNDER CVS SUPERVISION PRIOR TO CONSTRUCTION.GC TO RELOCATE TO MERCHANDISE FROM CONTAINERS TO STOCKROOM UNDER CVS SUPERVISION AT END OF CONSTRUCTIONGC TO REASSEMBLE AND PLACE ALL SHELVING AND FIXTURES IN THE STOCKROOMPROVIDE 20 S-1 SHELVING UNITS - MAINTAIN 3'-0" CLEAR EGRESS PATH AND AISLE PATH, TYP. - SHELVING CONFIGURATION SHALL NOTCAUSE EGRESS PATH TO EXCEED 75' TO AT LEAST (1) EXIT DOOR FROM ANY POINT ON SECOND FLOORLIGHTING NOTEINSTALL PROTECTIVE CAGE AT LIGHTING UNITS THROUGHOUT. UNDERSIDE OF CAGE TO BE 7'-0" A.F.F. MIN.SCALEDOOR TYPE41/2"=1'-0"1F4' - 0"8' - 0"0' - 1"WOOD COREH.M.3/A192/A191/A19--HWS-071, 2, 3, 44. DOOR TO BE PROVIDED WITH ONE WAY 9"x30" ADA COMPLIANT VISION2. FACTORY FINISH3. PAINT DOOR FRAME PT20 OR EQUAL. PROVIDE KICK PLATES ON BOTH1. DOUBLE ACTING TRAFFIC DOORS BY ELIASON SCP8 WITH CVS HARDWAREDOOR AND FRAM SCHEDULETAGDOORTYPEDOORFRAMEFIRERATINGLABELHARDWARENOTESSIZEMATLGLAZINGLOUVERMATLDETAILWDHGTTHKWDHGTHEADJAMBSILLDOOR NOTES02/11/19
MAX1 1/2" XS STEEL POSTAT 48" O.C. ALL PIPESSCHEDULE 40.1 1/2" STDCONTINUOUS STEELTOP PLATE. PIPESSCHEDULE 40.OPEN BEYOND4"10"X4"X1/4" STEELCONNECTION PLATE.A-1046B4" CONTINUOUS STEEL TOE KICK WITHTYP POST TO RAIL WELD.OPENOPENOPENOPENTYPPOSTTO RAIL3/16ALL WELDS TO BEGROUND SMOOTH6AA-104TYP19" MAX19" MAX 4"3'-6"
FROM MEZZANINE FIN. FLOOR 1 1/2" X 1 1/2" STEELPOST, BELOW.TYPICAL AT ALLCORNERS.A. PLANB. SECTIONGUARDS SHOULD BEDESIGNED TO RESIST THELOAD OF 200 POUNDS PERLINEAR FOOT APPLIED INANY DIRECTION AT THETOP, AND TO TRANSFERTHIS LOAD THROUGH THESUPPORTS TO THESTRUCTURE1 -1/2" XS STEEL POSTAT 48" O.C. ALL PIPESSCHEDULE 40.ALIGNALIGN1 -1/2" STDCONTINUOUS STEELTUBE TOP RAIL.C. CORNER DETAIL PLANA-1046B4"8"8"x4"x1/4" STEEL PL(6) 14" TEKSCREWS EA SIDE1/41/8NEW GUARDRAILALIGNALIGN1 -1/2" STD STEELMID-RAIL BETWEENPOSTS.CONTINUOUS 4" X 1/4"STEEL TOE KICK.TYPTOE KICKTO POST1/8METAL STUD. SEE PLANSISTER ADDITIONALSTUD WHEREGUARDRAIL IS TO BE INSTALLED.10"X4"X1/4" STEEL BASEPLATEALL WELDS TO BEGROUND SMOOTHOPENINGS BETWEENGUARDRAILS TO BE LESSTHAN 19"EQTYP.1
2" TYP.CONTINUOUS 4" X 1/4"STEEL TOE KICK.TYPTOE KICKTO POSTEXISTINGGUARDRAILSCALENOT USED11/4"=1'-0"SCALENOT USED31"=1'-0"SCALENOT USED103"=1'-0"SCALENOT USED53"=1'-0"SCALEGUARDRAIL DETAILS63"=1'-0"GUARDRAIL ANDHANDRAILDETAILSA-104SCALENOT USED41/2" = 1'-0"SCALENOT USED21/4"=1'-0"SCALEGUARDRAIL ELEVATION73" = 1'-0"SCALETOE KICK DETAIL81/2" = 1'-0"SCALENOT USED93" = 1'-0"CVS STOCKROOM DESIGN
STORE #5151
4780 NORTH KINGS HWY
FORT PIERCE, FL, 3495111/01/2018CVS.3132PROJECT INFORMATION BLOCKJOB #DATE:SCALE:DRAWN BY:CHECKED BY:MODELSHEET TITLESHEET NUMBERISSUEDATEDESCRIPTIONSEALARCHITECT/ ENGINEER OF RECORDAS NOTED0 11/1/2018 PERMIT SETC.NOBLEF.ANIELO201 SOUTH MAPLE AVE. , STE 300 AMBLER, PA 19002
ph: (215) 809-2125 csg-cvs-ca@core-eng.com02/11/19
A-1054A-1055A-1052SIM.INSTALL NEW WIRE MESHDECOMMISSIONWALL UNDER CONVEYORSIM.4"LOW WING WALLNO ACCESS BEYOND THIS POINTMFR MODEL#: 23656371SIZE: 8.25" X 11.25"COLOR: WHITE WITH BLACK LETTERS AND RED BOARDERMOUNT: CENTER ON UTILITY GATE. MOUNT CL AT 2'-6"A.F.F.NEW UTILITY GATE.SEE 5/A-105NEW WIRE MESH ON 2"X4"FRAMING. SEE 4/A-1052'-6"EQEQV.I.F.TOP OF SINKINSTALL STAINLESS STEELCAP AT LOW WING WALLOPEN BEYONDCONTINUOUS 2x4SILL PLATE. CONNECTTO EXISTING STRUCTUREBELOW, SEE 6/7 A-105CONTINUOUS 2"WIRE MESH AT NEWBULWARK. ATTACHTO NEW STRUCTUREPER MANUFACTURERSINSTRUCTIONS.DOUBLE 2X4 STUDAT ALLTERMINATIONPOINTS AND ENDOF UTILITY GATE.FURNISH AND INSTALLSTEEL ZINC-PLATED,REMOVABLE PIN,SURFACE MOUNTEDHINGES FOR UTILITYACCESS GATE.3" H, 2 1/2"W INSTALLPER MANUFACTURERSRECOMMENDATIONS.TWO (3) HINGES PERGATE.CONTINUOUS 2X4 TOPPLATE.1"NEW BULWARK.SEE DETAIL 4/A-105.DOUBLE 2X4 STUDAT EACH SIDE.EQEQ 2'-6"5'-0"2X4 MIDRAIL AT UTILITYGATE AND BOTHADJACENT PARTITIONSCONTINUOUS 2X4UTILITY GATE MUST SWINGINTO STORAGE AREA* AN ACCESS DOOR IS ONLY TO BE INSTALLED IF THERE IS A UTILITY OR ROOF HATCH TO ACCESS, E.G.HOT WATER HEATER, ROOF LADDER, ETC. THE ACCESS DOOR LOCATION SHOULD BE PLACED WHERE IT ISREADILY ACCESSIBLE BY MAINTENANCE PERSONNEL AND DOES NOT REQUIRE REMOVAL OF SHELVING.EQEQFURNISH AND INSTALLNEW SIGNAGE, 3/A-105CONTINUOUS 2X4TOP AND BOTTOMRAILEXISTING STRUCTUREBEYOND TO REMAINHEAVY DUTY STAINLESS STEEL HASPWITH ZINC PLATED 3 5/16: LX 1 1/2"W,1/8"H X 2 3/4" X 1" MOUNT AT 18" A.F.F.STEEL CONNECTIONPLATEA-1056/71'-6"DOUBLE STUDS TO BE FASTENED TOEXISTING WALL WHENBULLWARK TERMINATES ATWALL, TYP2x4 STUD AT 24" O.C.CONTINUOUS 2x4 TOPPLATE.OPEN BEYONDCONT. 2X4 SILL PLATE -CONNECT TO EXISTINGSTRUCTURE BELOW,SEE 6/7-A-1051"CONTINUOUS 2"20 GA. WIRE MESH.ATTACH TO NEWSTRUCTURE PERMANUFACTURERSINSTRUCTIONS.5'-0"A-1056/7DOUBLE STUDS TO BE FASTENED TOEXISTING WALL WHENBULLWARK TERMINATES ATWALL, TYPPROVIDE DIAGONALBRACING AT 4'-0" W/(4) 8d TOE NAILS EACHEND5'-0"CONTINUOUS 2"WIRE MESH AT NEWBULWARK. ATTACHTO NEW STRUCTUREPER MANUFACTURERSINSTRUCTIONS.CONTINUOUS 2X4 TOPRAILCONTINUOUS 2X4TOP AND BOTTOMRAIL.EXISTING SLAB ONGRADE TO REMAIN2"X2" 1/4" 18 GA STEEL LCONNECTION PLATENEW STRUCTURAL POSTVIA METAL PLATE.2X4 KICKER AT 4'-0" O.C.2"X2" 1/4" 18 GA STEEL LCONNECTION PLATENEW STRUCTURAL POSTVIA METAL PLATE.CONNECT TO SLAB ONGRADE BELOW WITH1/4"X3-1/4" LONG HILTYKWIK BOLT SCREWS @24" O.C.NAIL KICKER TO DOUBLE2X4 POS W/ (3) 10D TOE NAILS EACH SIDE.2x2x3 LONG 14 GA. CLIP ANGLEW/ (4) 10d NAILS INTO KICKERAND 1/2 DIA. HILTI KWIK BOLT-TZWITH 2" EMBED. TO SLAB2'-0"
MAX
12 MAX2"X2"X3" 18 GA CLIPANGLE W/ (3) 10DNAILS INTO EACH MEMBER.SCALEPARTIAL FLOOR PLAN11/2"=1'-0"SCALESTAIR ELEVATION21/2"=1'-0"DECOMMISSIONDETAILSA-105SCALEDECOMMISSION SIGNAGE DETAIL31/4"=1'-0"CVS STOCKROOM DESIGN
STORE #5151
4780 NORTH KINGS HWY
FORT PIERCE, FL, 3495111/01/2018CVS.3132PROJECT INFORMATION BLOCKJOB #DATE:SCALE:DRAWN BY:CHECKED BY:MODELSHEET TITLESHEET NUMBERISSUEDATEDESCRIPTIONSEALARCHITECT/ ENGINEER OF RECORDAS NOTED0 11/1/2018 PERMIT SETC.NOBLEF.ANIELO201 SOUTH MAPLE AVE. , STE 300 AMBLER, PA 19002
ph: (215) 809-2125 csg-cvs-ca@core-eng.com SCALEBULWARK ELEVATION AT UTILITY GATE41"=1'-0"SCALEBULWARK ELEVATION AT UTILITY GATE51"=1'-0"SCALEBULLWARK SECTION AT CONCRETE SLAB61"=1'-0"SCALENOT USED71"=1'-0"02/11/19
SCALEPARTIAL GROUND FLOOR ELECTRICAL PLAN11/4"=1'-0"GROUND FLOOR &SECOND FLOORELECTRICALPLANSE-100SCALESECOND FLOOR ELECTRICAL PLAN21/4"=1'-0"CVS STOCKROOM DESIGN
STORE #5151
4780 NORTH KINGS HWY
FORT PIERCE, FL, 3495111/01/2018CVS.3132PROJECT INFORMATION BLOCKJOB #DATE:SCALE:DRAWN BY:CHECKED BY:MODELSHEET TITLESHEET NUMBERISSUEDATEDESCRIPTIONSEALARCHITECT/ ENGINEER OF RECORDAS NOTED0 11/1/2018 PERMIT SET201 SOUTH MAPLE AVE. , STE 300 AMBLER, PA 19002
ph: (215) 809-2125 csg-cvs-ca@core-eng.comM.SCHENKJ.FERGUSONKEY NOTES1.NEW LED ILLUMINATED EXIT SIGN AND EMERGENCY LIGHTS. CONNECT OT EXISTINGEMERGENCY LIGHT CIRCUIT THAT IS SERVING THE SPACE. CONTRACTOR TO VERIFYEXISTING EMERGENCY LIGHT CIRCUIT SERVING THE SPACE HAS ADDITIONAL AMPACITY FORADDITIONAL LOAD.2.NEW LINEAR LIGHT FIXTURES AS SCHEDULED. CONNECT TO EXISTING BACK OF HOUSELIGHTING CIRCUITRY SERVING THE SPACE. CONTRACTOR TO VERIFY EXISTING BACK OFHOUSE LIGHTING CIRCUIT SERVING THE SPACE HAS ADDITIONAL AMPACITY FOR ADDITIONALLOAD. COORDINATE MOUNTING LOCATION WITH STRUCTURE, PROVIDE ADDITIONALMOUNTING EQUIPMENT AS NEEDED.3.PROVIDE LEVITON MULTI-TECHNOLOGY OCCUPANCY SENSOR (ODC10-MDW) WITH NO MORETHAN 20 MIN SETTING. OCCUPANCY SENSOR TO CONTROL NEW UNDER MEZZANINELIGHITNG, MOUNT SENSORS TO SAME HEIGHT AS LIGHTING. CONTRACTOR TO FIELD VERIFYADEQUATE LOCATION FOR OCCUPANCY SENSOR MOUNTING. COORDINATE MOUNTINGLOCATION WITH STRUCTURE, PROVIDE ADDITIONAL MOUNTING EQUIPMENT AS NEEDED,TYP..4.PROVIDE DIMMER SWITCH TO CONTROL UNDER MEZZANINE LIGHTING. VERIFY IN FIELD THELOCATION OF THE EXISTING SWITCHBANK CONTROLLING STROCKROOM LIGHTING. INSTALLNEW UNDER MEZZANINE DIMMER SWITCH ADJACENT TO EXISTING LIGHTING CONTROLS INSTOCKROOM.5.EXISTING FIXTURE TO REMAIN. VERIFY PROPER WORKING ORDER, REPLACE WITH NEW ASREQUIRED. MAINTAIN EXISTING CIRCUITRY AND CONTROLS.ELECTRICAL NOTE1.EXISTING BAILER TO BE REMOVED. CONTRACTOR TO DEMOLISH ALL ASSOCIATED WIRINGAND CONDUIT BACK TO SOURCE.2.EXISTING ELECTRIC HEATER IN BACK OF HOUSE TO BE DEMOLISHED. REMOVE ALLASSOCIATED CONDUIT AND WIRING BACK TO SOURCE.3.EXISTING DOOR SECURITY SYSTEM TO BE RELOCATED TO NEW LOCATION. REFERENCEARCHITECTURAL SHEETS FOR LOCATION OF RELOCATED DOOR.02/11/19
GENERAL NOTES,PLAN, ANDDETAILSS-101CVS STOCKROOM DESIGN
STORE #5151
4780 NORTH KINGS HWY
FORT PIERCE, FL, 3495111/01/2018CVS.3132PROJECT INFORMATION BLOCKJOB #DATE:SCALE:DRAWN BY:CHECKED BY:MODELSHEET TITLESHEET NUMBERISSUEDATEDESCRIPTIONSEALARCHITECT/ ENGINEER OF RECORDAS NOTED0 11/1/2018 PERMIT SET201 SOUTH MAPLE AVE. , STE 300 AMBLER, PA 19002
ph: (215) 809-2125 csg-cvs-ca@core-eng.comJ. VELASQUEZD. BALMA
STRUCTURAL / CIVIL7423 HOLLOW RIDGE DRIVEHOUSTON, TX 77095THIS DOCUMENT WASPRODUCED BY AND/ORUNDER THE DIRECT SUPERVISIONOF Mr. NANGIA P.E.NCONSULTING ENGINEERMr. NANGIA P.E.TO EXCEED 3'-0"DA-1 (DECK SUPPORT ANGLE)AT EACH JOIST AND ON BOTHSIDES OF COLUMNS, SPAN NOT12 X 24 X 7/8" TEK 412C-SECTION FRAMING(4 PER DA-1)1 1/2" ROOF DECK"DA-1" RESINBOARDEXISTING STRUCTURENOT BY WILDECKTRANSITION PLATESECTION BTO EXCEED 3'-0"DA-1 (DECK SUPPORT ANGLE)AT EACH JOIST AND ON BOTHSIDES OF COLUMNS, SPAN NOT12 X 24 X 7/8" TEK 412C-SECTION FRAMINGWALL(4 PER DA-1)1 1/2" ROOF DECK"DA-1" RESINBOARDSECTION AWILDECK, INC.WRITTEN CONSENT OFREPRODUCED FOR ANY PURPOSE WITHOUT THEAND ARE NOT TO BE USED ORCONFIDENTIALSHOWN THEREON. SAID DRAWING AND\OR DATA ARERIGHTS TO THIS DRAWING AND THE DATAWILDECK, INC.BYDATENO. DESCRIPTIONREVISIONSCUSTOMERJOBLOCATIONNO.ORDERSHIPPINGNO.ORDERCUSTOMERDATE:SCALE:DRAWNSHEETRESERVES THE PROPRIETARYPHONE (262) 549-4000WAUKESHA, WI 53187P.O. BOX 89WAUKESHA, WI 53186405 COMMERCE ST.PHASENUMBERREV.NUMBER NUMBERBYCHECKEDBYofRCVS STORE # 5151CURLIN INCFORT PIERCE, FL211484015808-23-2018KMB1/2"=1'-0"PED/DMC131A712/"6'-10"11'-4"712/"2'-10716/"3'-9316/"19'-5"6'-758/"6'-10"10'-1"1'-512/"5"712/"16'-11"1'-1012/"2'-3"11'-1112/"12'-612/"712/"27'-412/"34/" BOLTSNOT BY WILDECK106" T.O.D.EXISTING STRUCTURE3.0k10.8k5.3k9.9k8.1k6.7k3.4k12C11W12X141BA112C1212C1212C12W12X1412C1212C1212C1212C1212C1212C1212C1212C1212C12FRAMING PLAN125 P.S.F. (LIVE LOAD) + 10 P.S.F. (DEAD LOAD) = 135 P.S.F. (TOTAL LOAD)PLATFORM IS DESIGNED FOR A MAXIMUM POINT LOAD OF 1150 lbs
STRUCTURAL / CIVIL7423 HOLLOW RIDGE DRIVEHOUSTON, TX 77095THIS DOCUMENT WASPRODUCED BY AND/ORUNDER THE DIRECT SUPERVISIONOF Mr. NANGIA P.E.NCONSULTING ENGINEERMr. NANGIA P.E.NOTE:STAIR IS DESIGNED AS A FREE STANDINGSTAIR. CONNECTION TO EXISTING STRUCTUREIS BY OTHERS.WILDECK, INC.WRITTEN CONSENT OFREPRODUCED FOR ANY PURPOSE WITHOUT THEAND ARE NOT TO BE USED ORCONFIDENTIALSHOWN THEREON. SAID DRAWING AND\OR DATA ARERIGHTS TO THIS DRAWING AND THE DATAWILDECK, INC.BYDATENO. DESCRIPTIONREVISIONSCUSTOMERJOBLOCATIONNO.ORDERSHIPPINGNO.ORDERCUSTOMERDATE:SCALE:DRAWNSHEETRESERVES THE PROPRIETARYPHONE (262) 549-4000WAUKESHA, WI 53187P.O. BOX 89WAUKESHA, WI 53186405 COMMERCE ST.PHASENUMBERREV.NUMBER NUMBERBYCHECKEDBYofRCVS STORE # 5151CURLIN INCFORT PIERCE, FL211484015808-23-2018KMB1/2"=1'-0"PED/DMC231A5316/"3'-0"4"7'-8"11'-9"2'-10716/"3'-9316/"19'-5"6'-758/"27'-412/"5'-038/"8'-418/"11'-1112/"13'-412/"2'-012/"25'-4"11'-4"5"27'-412/"2'-012/"25'-4"15 TREADS @ 11" (+ 1 14/") = 166 14/" 16 RISERS @ 6 58/" = 106" 1 12/" 20 GA PAINTED ROOF DECK34/" T & G TRED-EXTRA GRAYTRANSITION PLATE BY WILDECK12" WIDE x 12 GA PAINTEDNOT BY WILDECK106" T.O.D.EXISTING STRUCTUREDECK PLAN