Mt. Pleasant High School Purchasing/RFQ... · 2018-10-19 · CER Ceramic CF Cubic Foot CFM Cubic Feet Per Minute CG Corner Guard CH Coat Hook CHAM Chamfer ... KW Kilowatts L L Length

kansas city • lawrence • new orleansphoenix • san francisco • tampa

Owner:

East Side Union High School DistrictFacilitites & Planning Division830 North Capitol AvenueSan Jose CA 95133United States408.347.5102 voice408.347.5115 fax

Gould Evans Associates, LC4041 Mill StreetKansas City, Missouri 64111816.931.6655 Voice816.931.9640 Faxwww.gouldevans.com

Project Team:

Architect:

© 2014 Gould Evans

G000-A

October 18, 2018Roof Bidding Documents - Addendum 1

1115-0130

Mt. Pleasant High School1750 S. White RoadSan Jose, CA 95127

AA/C Air ConditioningAB Anchor BoltABV AboveAC or ACOUS AcousticalACC AccessACFL Access FloorACPL Acoustical PlasterACT Acoustical TileACU Air Conditioning UnitAD Access DoorAD Area DrainADD AddendumADDL AdditionalADH AdhesiveADJ AdjacentADJT AdjustableAFF Above Finish FloorAGG AggregateAHU Air Handling UnitALLOW AllowanceALT AlternateALUM AluminumANC Anchor, AnchorageANG AngleANOD AnodizedAP or AC PNL Access PanelAPC Architectural Precast ConcreteAPPROX ApproximateAPT ApartmentARCH Architect(ural)ASC Above Suspended CeilingASPH AsphaltAUTO AutomaticAVE AvenueAVG AverageAWT Acoustical Wall Treatment

BB&B Balled & BaggedBAL BalanceBBD Bulletin BoardBC Back of CurbBD BoardBF Bottom FaceBFE Bottom Footing ElevationBG Bumper GuardBITUM BituminousBJT Bed JointBL Building LineBLDG BuildingBLK BlockBLKG BlockingBLR BoilerBLW BelowBM BeamBM Bench MarkBO By Others/OwnerBOC Bottom of CurbBOS Bottom Of SteelBOT BottomBPL Bearing PlateBR BedroomBRG BearingBRIDG BridgingBRK BrickBRKT BracketBRZ BronzeBS Both SidesBSMT BasementBTWN BetweenBUR Built-up RoofingBVL Bevel(ed)BW Both WaysBYND Beyond

CC Celsius, DegreeC ChannelC to C Center to CenterC of O Certificate Of OccupancyCAB CabinetCANTL CantileverCB Catch BasinCCTV Closed Circuit TelevisionCEM CementCER CeramicCF Cubic FootCFM Cubic Feet Per MinuteCG Corner GuardCH Coat HookCHAM ChamferCHBD ChalkboardCHEM Chemical, ChemistryCI Cast IronCI Cubic InchCIP Cast Iron PipeCIPC Cast-In-Place ConcreteCIR CircleCJ Control JointCKT CircuitCL Center LineCLG CeilingCLG HT Ceiling HeightCLL Contract Limit LineCLO ClosetCLR Clear(ance)CLRM ClassroomCM Centimeter(s)CM Construction ManagerCMP Corrugated Metal PipeCMU Conc. Masonry UnitCND ConduitCO Change OrderCO Clean OutCOL ColumnCOMM Communication OutletCONC ConcreteCOND Condenser or CondensateCONF ConferenceCONN Connect(ed)(ion)CONST ConstructionCONT ContinuousCONTR ContractorCOORD CoordinateCORR CorridorCORR CorrugatedCPT Carpet(ed)CRS Course(s)CRT Computer TerminalCSMT CasementCST Cast StoneCSWK CaseworkCT Ceramic TileCT Cooling TowerCTR CenterCUH Cabinet Unit HeaterCW Cold WaterCY Cubic YardCYL Cylinder

DD DepthDB DecibelDBL DoubleDBL ACT Double ActingDC Direct CurrentDEG DegreeDEMO Demolish, DemolitionDEPT DepartmentDF Drinking FountainDH Double HungDIA DiameterDIAG DiagonalDIFF DiffuserDIM DimensionDIR Direction, DirectorDISP DispenserDIST DistributionDIV DivisionDK DarkDL Dead LoadDMT DemountableDN DownDO DittoDO Door OpeningDP DampproofingDP DeepDR DoctorDR DoorDS DownspoutDSGN DesignDTL DetailDUP DuplicateDW DishwasherDWG DrawingDWL(S) Dowel(s)DWR Drawer

EE EastEA EachEE Each EndEF Each FaceEF Exhaust FanEG Exhaust GrilleEIFS Exterior Insulation & Finish SystemEJT Expansion JointEL or ELEV ElevationELAS ElastomericELEC ElectricalELEV ElevatorEMER EmergencyENCL EnclosureENGR EngineerENTR EntranceEQ EqualEQUIP EquipmentESC EscalatorEST EstimateESTB EstablishEW Each WayEWC Electric Water CoolerEXH ExhaustEXIST'G ExistingEXP ExpansionEXT ExteriorEXTRU Extrusion

FF FahrenheitFA Fire AlarmFAS Fasten, FastenerFB Face BrickFBO Furnished By OthersFCO Floor CleanoutFD Floor DrainFDTN FoundationFE Fire ExtinguisherFEC Fire Extinguisher CabinetFF Finished FloorFF&E Fixtures, Furniture & EquipmentFFE Finished Floor ElevationFFL Finished Floor LineFH Fire Hydrant/HoseFHC Fire Hose CabinetFHMS Flat Head Machine ScrewsFHWS Flat Head Wood ScrewsFIN FinishFIX FixtureFL Flow LineFLASH FlashingFLR FloorFLUOR FluorescentFOC Face of ConcreteFOF Face Of FinishFOM Face of MasonryFOS Face of StudFOW Face of WallFP FireproofFR Fire Rated, Fire RetardantFRM FrameFS Full SizeFSP Fire Stand PipeFT' Foot, FeetFTG FootingFUR FurringFURN FurnishFUT FutureFV Field VerifyFVC Fire Valve Cabinet

GG GasGA Gage or GaugeGAL GallonGALV GalvanizedGB Grab BarGC General Contract(or)GEN GeneratorGFRC Glass Fiber Reinforced ConcreteGFRG Glass Fiber Reinforced GypsumGL GlassGLU LAM Glue LaminatedGR GradeGR BM Grade BeamGRND GroundGSF Gross Square FeetGU GutterGWB Gypsum WallboardGYP BD Gypsum WallboardGYP Gypsum

HH HighH PT High PointHB Hose BibbHC Hollow CoreHD HeadHDBD HardboardHDR HeaderHDWR HardwareHDWD HardwoodHJT Head JointHM Hollow MetalHNDRL HandrailHORIZ HorizontalHP HorsepowerHR HourHT HeightHTG HeatingHTR HeaterHVAC Heating, Ventilating, Air ConditioningHW Hot WaterHWH Hot Water HeaterHWY HighwayHYD HydrantHZ Hertz

IID Inside DiameterIGU Insulated Glazing UnitIF Inside FaceILLUM IlluminationIN" InchesINC Include(d) (ing)INFO InformationINSUL InsulationINSUL PNL Insulated PanelINT InteriorINVT InvertINVT EL Invert Elevation

JJAN JanitorJB Junction BoxJC Janitor's ClosetJST JoistJST BR Joist BearingJT Joint

KK KipsKD Knocked DownKIT KitchenKO KnockoutKPL Kick PlateKVA Kilovolt AmpsKW Kilowatts

LL LengthLAB LaboratoryLAM LaminatedLAV LavatoryLG LargeLH Left HandLIN LinearLL Live LoadLLH Long Leg HorizontalLLV Long Leg VerticalLOC Locate, LocationLONG LongitudinalLP Low PointLT LightLTG LightingLTL LintelLVR LouverLWT LightweightLWT CONC Lightweight Concrete

MM MeterMACH MachineMAINT MaintenanceMAN ManualMAS MasonryMATL MaterialMAX MaximumMBR MemberMDF Medium Density FiberboardMECH MechanicalMED MediumMEMB MembraneMEZZ MezzanineMFR ManufacturerMH ManholeMIN MinimumMIN MinuteMIR MirrorMISC MiscellaneousMIX MixtureMLDG MoldingMLWK MillworkMM MillimeterMO Masonry OpeningMOD Modified, ModularMS Machine ScrewMTD MountedMTL MetalMTR MortarMULL Mullion

NN NorthNA Not ApplicableNAT NaturalNE NortheastNIC Not In ContractNO, Num, # NumberNOM NominalNORM NormalNRC Noise Reduction CoefficientNTS Not to ScaleNW Northwest

OOA OverallOB ObscureOB GL Obscure GlassOC On CenterOD Outside DiameterOFF OfficeOH OverheadOPNG OpeningOPP OppositeORD Overflow Roof DrainORIG OriginalOTO Out to OutOZ Ounce

PPC Precast ConcretePC Point of CurvePCF Pounds per Cubic FootPERF PerforatedPERP PerpendicularPI Point of IntersectionPL PlatePL Property LinePLAM Plastic LaminatePLAS PlasterPLUMB PlumbingPLYWD PlywoodPNL PanelPR PairPREFAB PrefabricatedPRELIM PreliminaryPROJ ProjectionPROP PropertyPSF Pounds per Square FootPSI Pounds per Square InchPT PaintPT Point, Point of TangentPTD PaintedPTD Paper Towel DispenserPTN PartitionPVC Polyvinyl ChloridePVMT PavementPWD Plywood

QQT Quarry TileQT QuartQTY QuantityQTR QuarterQUAL Quality

RR, RAD RadiusR RiserRA Return AirRB Rubber BaseRCP Reinforced Concrete PipeRD Roof DrainRE or REF ReferenceREBAR Reinforcing BarREC RecessedRECP ReceptacleRECT RectangularREFR RefrigeratorREG RegularREINF Reinforcing (ed)REQD RequiredRET ReturnREV RevisionRFG RoofingRH Right HandRLF ReliefRM RoomRND RoundRO Rough OpeningROW Right-of-WayRR Railroad

SS SouthSA Supply AirSAN SanitarySC Solid CoreSCD JT Scored JointSCHED ScheduleSE SoutheastSECT SectionSHT SheetSIM SimilarSPEC SpecificationSPKR SpeakerSQ SquareSQ FT or SF Square FootST STL or SS Stainless SteelSTAG StaggeredSTC Sound Transmission CoefficientSTD StandardSTL SteelSTOR StorageSTRUCT StructuralSTRUCT STL Structural SteelSUSP SuspendedSW SouthwestSW SwitchSYS System

TT TreadT&G Tongue and GrooveTB Towel BarTEL TelephoneTEMP TemperatureTEMP TemporaryTEMP GL Tempered GlassLTEX FIN Textured FinishTHERM ThermalTHK Thick(ness)TKBD TackboardTOB Top of BeamTOC Top of Curb (Concrete)TOD Top of DeckTOF Top of FootingTOP Top of PierTOPAR Top of ParapetTOS Top of SteelTOW Top of WallTPD Toilet Paper DispenserTR TransomTV TelevisionTYP Typical

UUL Underwriter's LaboratoriesUNFIN UnfinishedUNO Unless Noted OtherwiseUR UrinalUSG United States GageUTIL Utility

VV VoltVAL ValueVAR VarnishVB Vapor BarrierVCT Vinyl Composition TileVEN VeneerVENT VentilatingVERT VerticalVEST VestibuleVIF Verify In FieldVIT VitreousVOL VolumeVWC Vinyl Wall Covering

WW WestW Wide, WidthW/ WithW/O WithoutWC Water ClosetWD WoodWDW WindowWF Wide FlangeWG Wired GlassWH Water HeaterWI Wrought IronWPT Working PointWSCT WainscotWT WeightWTW Wall to WallWWF Welded Wire Fabric

YYD Yard

SYMBOLS:& AND@ AT# POUND OR NUMBERØ DIAMETER OR ROUND

NEW WALL

G001

1SIM

1

G001

SIM

01 GENERAL

BUILDING/DETAIL SECTION

DETAIL REFERENCE

BREAK LINE

DIMENSION1 1/2"

ALIGN ALIGN TWO WALLS OROBJECTS

EXISTING WALL TO BE REMOVED

EXISTING WALL TO BEREMOVED

Room name

101 ROOM TAG

BENCHMARK/SPOT ELEV.SYMBOL

COLUMN LINE/GRIDINDICATOR

REVISION INDICATOR

DOOR TAG

INTERIOR PARTITION TYPESYMBOL

WINDOW TYPE SYMBOL

FLOOR LEVEL SYMBOL

CEILING HEIGHT SYMBOL1i

101

Issuedto

0

1t

1i

PLAN NORTH

TRUE NORTH

NORTH ARROWS

Materials & Graphic Symbols

EARTH (existing)

02 SITE CONSTRUCTION

EARTH (backfill)

DRAINAGE FILL

CAST-IN-PLACE CONCRETE

03 CONCRETE

PRECAST CONCRETE

GROUT

BRICK

04 MASONRY

CONCRETE MASONRY UNITS

GLASS BLOCK

STONE

CAST STONE

05 METALS

STEEL

ALUMINUM

MATERIALS GRAPHICS

06 WOODS AND PLASTICS

CONTINUOUS WOOD

INTERMITTENT WOOD

PLYWOOD

FINISH WOOD

HARDBOARD

PARTICLE BOARD

SOLID SURFACE MATERIAL

07 THERMAL & MOISTURE PROTECTION

BATT INSULATION

LOOSE FILL INSULATION

RIGID INSULATION

GLASS

08 GLAZING

LATH AND PLASTER

09 FINISHES

MEDIUM DENSITY FIBER BOARD(MDF)

GYPSUM BOARD

1. VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORECOMMENCING WORK. REPORT DISCREPANCIES TO THEARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.

2. BUILDING FLOOR PLAN DIMENSIONS ARE REFERENCEDFROM STRUCTURAL GRID, FACE OF CONCRETE, FACE OFMASONRY, OR FACE OF FINISHED SURFACE, UNLESS NOTEDOTHERWISE.

3. REFLECTED CEILING PLAN DIMENSIONS ARE REFERENCEDFROM FINISHED SURFACES UNLESS NOTED OTHERWISE.CEILING HEIGHTS ARE DIMENSIONED FROM FLOOR TOFINISHED CEILING HEIGHT.

4. CASEWORK, PLUMBING FIXTURES, TOILET PARTITIONS, ANDOTHER FIXTURES AND EQUIPMENT ARE DIMENSIONED FROMFINISHED SURFACES UNLESS NOTED OTHERWISE.

5. DIMENSIONS NOTED AS "FIELD VERIFY" SHALL BE CHECKEDAT THE SITE BY THE CONTRACTOR AND REVIEWED WITHTHE ARCHITECT BEFORE INCORPORATING INTO THE WORK.

6.7. DIMENSIONS NOTED AS "CLEAR" REQUIRE SPECIFIC

COORDINATION BETWEEN DISCIPLINES AND/ORMANUFACTURERS.

8. DRAWINGS NOTED AT "N.T.S." ARE NOT TO SCALE.9. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE

PRECEDENCE. IF CLARIFICATION IS REQUIRED IN ORDER TODETERMINE THE INTENT OF THE CONTRACT DOCUMENTS,CONTACT THE ARCHITECT.

10. NOTES OR DIMENSIONS LABELED "TYPICAL" SHALL APPLYTO SITUATIONS THAT ARE THE SAME OR SIMILAR.

General Architectural Drawing Notes:

1. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILARMETALS.

2. INSTALL PIPING AND CONDUIT TIGHT TO WALLS, COLUMNS ANDROOF DECK.

3. SEAL ALL PIPE OR CONDUIT PENETRATIONS WITHAPPROPRIATE SEALANT. PROVIDE FIRE SEALANT AT RATEDPARTITIONS.

4. PLYWOOD AND WOOD BLOCKING SHALL BE FIRE RESISTANT.5. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER, OTHER

THAN DESCRIBED ON THE STRUCTURAL DRAWINGS, WITHOUTWRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER.

General Materials & Equipment Notes:

Project No

Date:

Sheet:

UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATEIS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOTINTENDED FOR CONSTRUCTION, RECORDING PURPOSES ORIMPLEMENTATION

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2 13456789101112131415161718

2 13456789101112131415161718

owner:East Side Union High School DistrictFacilitites & Planning Division830 North Capitol AvenueSan Jose CA 95133United States408.347.5102 voice408.347.5115 fax

architect:Gould Evans Associates95 Brady StreetSan Francisco CA 94103United States415.503.1411www.gouldevans.com

G010-A

Index of Drawings & GeneralProject Notes

1115-0130

1750 S. White RoadSan Jose, CA 95127

October 18, 2018

Mt. Pleasant HighSchool

BIDDING DOCUMENTS

kansas city • lawrence • new orleans

phoenix • san francisco • tampa

gou l d e v an s

© 2016 Gould Evans, Inc.

SITE LOCATION MAP

1. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDEALL ITEMS NECESSARY FOR THE PROPER EXECUTION ANDCOMPLETION OF THE WORK BY THE CONTRACTOR. THECONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT ISREQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BYALL; PERFORMANCE BY THE CONTRACTOR SHALL BEREQUIRED ONLY TO THE EXTENT CONSISTENT WITH THECONTRACT DOCUMENTS AND REASONABLY INFERABLE FROMTHEM AS BEING NECESSARY TO PRODUCE THE INDICATEDRESULTS.

2. ORGANIZATION OF THE SPECIFICATIONS INTO DIVISIONS,SECTIONS AND ARTICLES, AND ARRANGEMENT OF DRAWINGSSHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THEWORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THEEXTENT OF WORK TO BE PERFORMED BY ANY TRADE.

3. DRAWINGS, SPECIFICATIONS, GENERAL AND SUPPLEMENTARYCONDITIONS ARE ESSENTIAL PARTS OF THE CONTRACT. INTHE EVENT OF ANY DISCREPANCY BETWEEN A DRAWING ANDFIGURES WRITTEN THEREON, THE FIGURES, UNLESSOBVIOUSLY INCORRECT, ARE TO GOVERN OVER SCALEDDIMENSIONS. IN THE CASE OF ANY DISCREPANCY BETWEENTHE DRAWINGS AND THE SPECIFICATIONS, THESPECIFICATIONS ARE TO GOVERN. IF THERE IS ADISCREPANCY BETWEEN LARGE AND SMALL SCALE DETAILS,THE LARGER SCALE DETAILS ARE TO GOVERN.SUPPLEMENTARY CONDITIONS SHALL GOVERN OVERSPECIFICATIONS, DRAWINGS AND GENERAL CONDITIONS. THECONTRACTOR SHALL ADVISE THE ARCHITECT OF ANYDISCREPANCIES OR CONFLICTS BETWEEN CONTRACTDOCUMENTS AS SOON AS THEY ARE DISCOVERED.

4. NOTWITHSTANDING THE ABOVE, IN THE CASE OFINCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS,OR WITHIN EITHER DOCUMENT NOT CLARIFIED BY ADDENDUMOR BY ARCHITECT’S SUPPLEMENTAL INSTRUCTION, THEBETTER QUALITY OR GREATER QUANTITY SHALL BEPROVIDED.

5. DRAWINGS SHALL NOT BE SCALED TO DETERMINEDIMENSIONS. IF DIMENSIONS APPEAR TO BE INSUFFICIENT ORINCORRECT, THE CONTRACTOR SHALL REQUESTCLARIFICATION FROM THE ARCHITECT.

6. WHENEVER CONTRACT DOCUMENTS REASONABLY IMPLYMATERIALS OR INSTALLATION AS NECESSARY TO PRODUCETHE INTENDED RESULTS, BUT DO NOT FULLY DETAIL ORSPECIFY SUCH MATERIALS, THE CONTRACTOR SHALLPROVIDE THE MATERIALS AND LABOR REQUIRED FORINSTALLATION NONETHELESS.

7. PROVIDE ALL WORK INDICATED UNLESS SPECIFICALLYINDICATED AS “NOT IN CONTRACT” (NIC), “FURNISHED BYOTHERS” (FBO) OR “EXISTING”.

8. CONTRACT DOCUMENTS ARE INTENDED TO CONVEY DESIGNINTENT ONLY. PROVIDE PRODUCTS COMPLETE WITHACCESSORIES, TRIM, FINISH, FASTENERS, AND OTHER ITEMSNEEDED FOR A COMPLETE INSTALLATION AND INDICATED USEAND EFFECT.

9. THESE NOTES ARE NOT INTENDED TO LIMIT THERESPONSIBILITIES OF THE CONTRACTOR AS DEFINEDELSEWHERE IN THE CONTRACT DOCUMENTS

General Notes:

PROJECT LOCATION

ALL WORK SHALL CONFORM TO 2016 EDITIONOF TITLE 24, CARLIFORNIA CODE OFREGULAITONS

2016 CALIFORNIA BUILDING CODE

2016 CALIFORNIA ELECTRICAL CODE

2016 CALIFORNIA MECHANICAL CODE

2016 CALIFORNIA FIRE CODE

2016 CALIFORNIA ADMINISTRATIVE CODE(CCR TITLE 24, PART1)

2016 CALIFORNIA ENERGY CODE (CCR TITLE-24,PART 6)

2016 CALIFORNIA REFERENCED STANDARDSCODE

NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)

EAST SIDE UNION HIGH SCHOOL DISTRICTSTANDARDS

Project Information

Project Scope

MODERNIZATION OF EXISTING ADMINISTATION BUILDING ROOF AND CANOPIES. THE 20,468 SQUARE FOOT ROOFMODERNIZATION WILL INCLUDE INSTALLATION OF NEW ROOF AND NEW DRAIN STRATEGY FOR THE CANOPIES FACING THEQUADS.

Project Data

ADDRESS: 1750 SOUTH WHITE ROADSAN JOSE, CALIFORNIA 95127

APN: 69427-185

GROSS SQUARE FEET: 20,468 SF

BUILDING TYPE: TYPE I, F.R., NOT SPRINKLERED

OCCUPANCY: E, B

NUMBER OF STORIES: 1

HEIGHT: 10' - 8 1/2"

Codes and Regulations

INDEX OF DRAWINGS

VOLUME 1

General:

Architectural:

Abbreviations

G000-A Roof Bidding Documents - Addendum 1

G010-A Index of Drawings & General Project Notes

G020 Site Plan Access

A160 Site Roof Plan

AD161-A Roof Plan - Administration - Demolition

AD162-A Roof Plan - North Canopy - Demolition

AD163-A Roof Plan - East Canopy - Demolition

AD164-A Roof Plan - South Canopy - Demolition

A161-A Roof Plan - Administration

A162-A Roof Plan - North Canopy

A163-A Roof Plan - East Canopy

A164-A Roof Plan - South Canopy

A330-A Roof Details

A331-A Roof Details

A332-A Roof Details

A333-A Roof Details

A334-A Roof Details

Code Analysis

SEE SHEETS G020 FOR CODE ANALYISIS INFORMATION.

1

Number Revision Description Date

1 ADDENDUM #1 10/18/2018

1

9.0

8.0

7.0

6.0

5.0

4.0

3.0

2.0

1.0

A.0 B.0 C.0 D.0 E.0 F.0 G.0

65

65

65 65

65

65 65

69

69

69

70

MATCH LINE

MATCH LINE

ROOF NOT IN SCOPE OF WORK


V.I.F

.

11'-0"

V.I.F

.

11'-0"

WEST QUADBELOW

69

72

72

General Notes:

1. THIS DEMOLITION PLAN OUTLINES THE SCOPE OF THEWORK INVOLVED FOR THE DEMOLITION PHASE OF THISPROJECT. CONTRACTOR SHALL ALSO REFER TO THEDRAWINGS FOR THE CONSTRUCTION OF THE NEWADDITION FOR ADDITIONAL INFORMATION.

2. EXISTING CONDITIONS INFORMATION WAS OBTAINED FROMDOCUMENTS AND INFORMATION SUPPLIED TO THEARCHITECT, THE CONTRACTOR IS TO VERIFY EXACTLOCATIONS, SIZES, ELEVATIONS, ETC. AND REPORT ANYDISCREPANCIES TO THE ARCHITECT

3. IF SUSPECTED HAZARDOUS MATERIALS AREENCOUNTERED STOP WORK IMMEDIATELY AND NOTIFYOWNER. DO NOT RESUME WORK UNTIL DIRECTED BY THEOWNER.

4. ALL FURNITURE WILL BE REMOVED OR RELOCATED BY THEOWNER AS NECESSARY PRIOR TO THE DEMOLITION WORKOF THIS PROJECT. CONTRACTOR SHALL COORDINATEWITH OWNER AS REQUIRED.

5. REMOVE EXISTING CONSTRUCTION TO THE EXTENTINDICATED ON THE DRAWINGS. SHOULD ANY DAMAGEOCCUR TO ANY EXISTING CONSTRUCTION TO REMAIN ONSITE, THE CONTRACTOR SHALL REPAIR THE DAMAGE.

6. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALLEXISTING UTILITIES PRIOR TO DEMOLITION ACTIVITIES.

7. CONTRACTOR SHALL PROTECT ALL EXISTINGCONSTRUCTION NOTED TO REMAIN FROM DAMAGE ANDSOILING DURING DEMOLITION. REMOVE DEBRISREGULARLY AS NECESSARY TO ELIMINATEDINTERFERENCE WITH ROADS, STREET, WALKS, AND ALLOTHER ADJACENT FACILITIES.

8. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OFTEMPORARY DUST AND NOISE PROOF PARTITIONBETWEEN CONSTRUCTION AREA AND ADJACENTPROPERTIES AS NECESSARY

9. NOTIFY THE BUILDING OWNER OF ANY MATERIALS,FIXTURES, ETC. THAT ARE TO BE REMOVED THAT AREDEEMED SALVAGEABLE TURN OVER ANY REQUESTEDITEMS TO THE BUILDING OWNER IN GOOD CONDITION.

10. ALL DEMOLITION MATERIALS NOT CLAIMED BY THE OWNER,OR TO BE REUSES ARE TO BE DISPOSED OF OFF SITE ASPER LOCAL REGULATIONS AT THE CONTRACTOR'SEXPENSE.

11. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRISFROM THE SITE ON A DAILY BASIS.

12. MAINTAIN THE INTEGRITY OF ALL EXISTING RATED WALLS,FIRE SEAL ANY PENETRATIONS WITH U.L. APPROVEDASSEMBLY.

13. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, ORSTRUCTURAL ELEMENTS THAT CONFLICT WITH THEINTENDED FUNCTION OR DESIGN ARE ENCOUNTERED,DETERMINE THE NATURE AND EXTENT OF THE CONFLICTAND NOTIFY THE ARCHITECT IMMEDIATELY FORRESOLUTION.

14. PROTECT EXISTING SITE IMPROVEMENTS ANDLANDSCAPING TO REMAIN. INCLUDING BUT NOT LIMITEDTO EXISTING TREES AND OTHER VEGETATION INDICATEDTO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING,BREAKING, OR SKINNING OF ROOTS, SKINNING ORBRUISING OF BARK, SMOTHERING OF TREES BYSTOCKPILING CONSTRUCTION MATERIAL OR EXCAVATEDMATERIAL WITHIN DRIP LINES.

15. CONTRACTOR SHALL PROVIDE TRAFFIC HANDLINGMEASURES AS NECESSARY TO PROTECT THE GENERALPUBLIC AT ALL TIMES, AND AS REQUIRED BY THE CITY.

16. DO NOT INTERRUPT EXISTING UTILITIES, EXCEPT WHENAUTHORIZED IN WRITING BY AUTHORITIES HAVINGJURISDICTION. PROVIDE TEMPORARY SERVICES DURINGINTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLETO GOVERNING AUTHORITIES.

17. WHEN UTILITY SERVICES ARE REQUIRED TO BE REMOVED,RELOCATED, OR ABANDONED, PROVIDE BYPASSCONNECTIONS TO MAINTAIN CONTINUITY OF SERVICEBEFORE PROCEEDING WITH DEMOLITION.

18. CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT ALLUTILITY COMPANIES INCLUDING BUT NOT LIMITED TO THEFOLLOWING: ELECTRIC, GAS, WATER, TELEPHONE, STORMSEWER, AND SANITARY SEWER FOR FIELD LOCATION OFALL UNDERGROUND AND OVERHEAD UTILITY LINES. PRIORTO COMMENCEMENT WITH ANY DEMOLITION WORK,CONTRACTOR SHALL IDENTIFY ALL ELECTRICAL CIRCUITSSERVICING THE AREA INVOLVED WITH THIS DEMOLITION.THOSE CIRCUITS SHALL THEN BE LOCKED OUT ANDTAGGED OUT IF THEY DO NOT SERVICE ANY OF THEREMAINING BUILDING. THOSE CIRCUITS WHICH AREIDENTIFIED TO SERVICE BOTH THE AREA TO BEDEMOLISHED AND THE REMAINING BUILDING SHALL BESPLIT SO AS TO KILL ALL ELECTRICAL POWER TO THE AREATO BE DEMOLISHED WHILE MAINTAINING POWER TO THEREMAINDER OF THE BUILDING.

19. CONTRACTOR TO PATCH/REPAIR ALL HOLES IN WALLS,FLOORS, &/ OR CEILINGS, AS REQUIRED. PAINT TO MATCHADJACENT WALL/CEILING.

20. CONTRACTOR TO RE-LOCATE UTILITIES & EQUIPMENT ASREQUIRED TO ACCOMMODATE NEW HVAC, ELECTRICAL &PLUMBING REQUIREMENTS FOR NEW RENOVATION WORK.

21. REFER TO DEMOLITION PLUMBING PLANS FOR EXTENT OFCONCRETE SLAB TO BE REMOVED AND REPLACED FORUNDER FLOOR PIPING INSTALLATION.

22. FILL ALL EXISTING FLOOR AND WALL PENETRATIONSRESULTING FROM PIPING AND CONDUIT REMOVAL WITHNON-SHRINK GROUT, READY TO RECEIVE FINAL FLOOR ORWALL FINISH.

23. EXISTING WALLS (OR PORTIONS OF WALLS) TO BEREMOVED SHALL BE CUT FLUSH WHERE INTERSECTINGWITH WALLS TO REMAIN. REMAINING WALLS TO BEPATCHED AND FINISHED SMOOTH.

24. NEW OPENING TO BE CUT IN EXISTING WALLS SHALL BESAW-CUT AT LOCATIONS INDICATED TO THE HEIGHT ANDWIDTH INDICATED. NEW LINTELS SHALL BE INSTALLED TOSUPPORT EXISTING WALL CONSTRUCTION ABOVE ASINDICATED ON THE DRAWINGS, OR IF NOT INDICATED, ASREQUIRED FOR NEW WALL CONSTRUCTION PERSTRUCTURAL DRAWINGS.

25. WHERE EXISTING INTERIOR WALLS ARE REPLACED ORREMOVED, REMOVE MEP SYSTEMS BACK TO PANEL ORMECHANICAL ROOM OR FARTHEST POSSIBLE POINTWITHOUT DISTURBING EXISTING CONSTRUCTION, REMOVEEXISTING MECHANICAL EQUIPMENT, RELOCATE POWERPER MEP DRAWINGS

26. REFER TO MEP DRAWINGS FOR DEMOLITION OF MEPSYSTEMS TO IDENTIFY WORK REQUIRED BY THISCONTRACTOR WHICH MAY AFFECT DEMOLITION AND/ORREPAIRS OF ARCHITECTURAL ELEMENTS. COORDINATEWITH RELATED SUBS THE EXTENT OF ALL DEMOLITIONWORK.

27. PATCH FLOORS, WALLS CEILINGS WHICH REMAIN ATLOCATIONS WHERE PIPES, CONDUITS, ETC. ARE REMOVEDAS REQUIRED TO MATCH EXISTING CONDITIONS OR FORNEW FINISHES.

28. PROTECT ALL EXISTING HORIZONTAL BLINDS TO REMAINUNLESS NOTED OTHERWISE.

29. WHERE EXISTING FINISH FLOOR IS REMOVED, PREPARESURFACE TO RECEIVE NEW FLOORING

30. REMOVE ANY EXISTING VINYL MATERIALS IN ACCORDANCEWITH EPA STANDARDS, NOTIFY ARCHITECT & OWNER OFANY ADDITIONAL ASBESTOS CONTAINING MATERIALSDISCOVERED BEFORE PROCEEDING WITH WORK, PROTECTINTERIOR CONSTRUCTION TO REMAIN DURING DEMOLITIONAND CONSTRUCTION.

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2 13456789101112131415161718

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AD161-A

Roof Plan - Administration -Demolition

1115-0130


October 18, 2018


BIDDING DOCUMENTS



gou l d e v an s


3/16" = 1'-0"

1ROOF PLAN - ADMINISTRATON AND CANOPY - DEMOLITION

Keynote Legend

Key Value Keynote Text

65 EXISTING DRAIN; ABANDON PATCH ANDREPAIR (5/A333)

69 DEMOLISH ROOFING AT CANOPY TOCONCRETE SLAB. REFER TO DISTRICT HAZMATDOCUMENTS FOR ABATEMENT.

70 DEMOLISH ROOFING AT ADMINISTRATIONBUILDING. DO NOT REMOVE LIGHTWEIGHTCONCRETE. REPAIR DAMAGED LIGHTWEIGHTCONCRETE AS NECESSARY, REFER TODISTRICT HAZMAT DOCUMENTS FORABATEMENT.

72 ROOFING OF ADJACENT BUILDING. DO NOTDEMOLISH

1


1 ADDENDUM #1 10/18/2018

9.0

65

65

65 65

65

65

69

69

NORTH QUADBELOW

General Notes:































Project No

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2 13456789101112131415161718

2 13456789101112131415161718



AD162-A

Roof Plan - North Canopy -Demolition

1115-0130


October 18, 2018


BIDDING DOCUMENTS



gou l d e v an s


3/16" = 1'-0"

1ROOF PLAN - NORTH CANOPY - DEMOLITION

Keynote Legend




1


1 ADDENDUM #1 10/18/2018

9.0

8.0

7.0

6.0

5.0

4.0

3.0

2.0

1.0

MATCH LINE MATCH LINE

MATCH LINE MATCH LINE


65 65

65

65

6565

69

69

69

EAST QUADBELOW

General Notes:































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2 13456789101112131415161718

2 13456789101112131415161718



DIVISION OF THE STATE ARCHITECT

APPLICATION # : 01-116168FILE # : 43-H10

AC:

SSS:

FLS:

DATE:

IDENTIFICATION STAMP

structural engineer:IDA Structural Engineers, Inc.1629 Telegraph AvenueSuite 300Oakland CA 94612United States510-834-1629 ext. 102 voice510-836-1629 fax

mechanical, plumbing engineer:Capital Engineering11020 Sun Center Drive, Suite 100Rancho Cordova CA 95670United States961.851.3500 voice

electrical engineer:The Engineering Enterprise1305 Marina Village ParkwayAlameda CA 94501United States510.263.1531 voice

civil engineer:BFK Engineers-Redwood City255 Shoreline Drive, Suite 200Redwood City CA 94065United States650.482.6335 voice650.619.6031 fax

landscape architect:Carducci Associates555 Beach StreetSan Francisco CA 94133United States415.447.5214 voice

construction manager:Gilbane1798 Technology DriveSuite 120San Jose CA 95110408-660-4400 voice

AD163-A

Roof Plan - East Canopy -Demolition

1115-0130


October 18, 2018


BIDDING DOCUMENTS



gou l d e v an s


Keynote Legend


65 EXISTING DRAIN; ABANDON PATCH AND REPAIR(5/A333)


3/16" = 1'-0"

1ROOF PLAN - EAST CANOPY - DEMOLITION

1


1 ADDENDUM #1 10/18/2018

1.0


65

65

65 65

65

65

MATCH LINE MATCH LINE MATCH LINE MATCH LINE

69

6969

SOUTH QUADBELOW

1/G021 1/G021 1/G023 1/G023

General Notes:































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2 13456789101112131415161718

2 13456789101112131415161718



AD164-A

Roof Plan - South Canopy -Demolition

1115-0130


October 18, 2018


BIDDING DOCUMENTS



gou l d e v an s


Keynote Legend




3/16" = 1'-0"

1SOUTH CANOPY - DEMOLITION

1


1 ADDENDUM #1 10/18/2018

1. PROVIDE ALL ROOFING DETAILS BY MANUFACTURERSWARRANTED SYSTEMS.

2. PROVIDE WALKWAY PADS AT ALL ROOFTOP EQUIPMENTWORKING AREAS.

3. PROVIDE CRICKETS ON THE HIGH SIDE OF ALL ROOFTOPEQUIPMENT TO FACILITATE DRAINAGE ANF UPTURNED COLUMNCAPITALS.

4. ALL FLAT ROOFS TO SLOPE 1/4" PER FOOT MINIMUM.5. ALL CRICKETS TO SLOPE 1/4" PER FOOT MINIMUM.6. ROOF PERFORMANCE MUST MEET CURRENT CODES.7. FIELD VERIFY EXISTING ROOF CONDITIONS.8. INSTALL SINGLE PLY MEMBRANE AS SPECIFIED IN SECTION 074500 THERMOPLASTIC MEMBRANE ROOFING10. BUR SYSTEM AND LIGHTWEIGHT CONCRETE SHALL BE

LEFT IN PLACE AND NOT DEMOLISHED UNLESSOTHERWISE NOTED. REPAIR AND REPLACE AREAS OFBUR AND LIGHTWEIGHT CONCRETE FOUND TO BE WET ASSPECIFIED

11. XRAY CONCRETE SLAB TO LOCATE REBAR PRIOR TOCORING FOR PENETRATIONS OR ANCHORING. DO NOTDAMAGE EXISTING REBAR.

12. ALL WOOD TO BE PRESSURE TREATED13. RAISE EQUIPEMENT AT NECESSARY TO ACCOMODATE

NEW ROOFING AND DETAILING14. SCAN PARAPET TO LOCATE REBAR PRIOR TO CORING FOR

PENETRATIONS OR ANCHORING. DO NOT DAMAGEEXISTING REBAR.

General Notes:

MATCH LINE

1/A162

MATCH LINE

1/A164

WEST QUADBELOW

52

52

52

52 52

52

52

52

52

20

1

A330-A

TYP

2

A330-A

TYP

53

53

53

6

A330-A

TYP

9

A331-A

TYP

5

A332-A

TYP

5

A332-A

TYP

3

A332-A

TYP

20

20

20

66

65

65

66

65

66

66 66

65

65

65

66

66

65

DOWNSPOUT BELOW

DOWNSPOUT BELOW

DOWNSPOUT BELOW

DOWNSPOUT BELOW

DOWNSPOUT BELOW

3

A331-A

Sim

NEW OVERFLOW SCUPPER AT CANOPY, TYP.

DOWNSPOUT BELOW

9.0

8.0

7.0

6.0

5.0

4.0

3.0

2.0

1.0

14'-10"

14'-0"

14'-0"

14'-0"

14'-0"

14'-0"

14'-0"

13'-3"

A.0 B.0 C.0 D.0 E.0 F.0 G.0

14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0"

52

56

56

56

56

56

5656

56

56 56 56

5656

56

5656

56

56

56

57

6061

60

60

61

61

60

59

59

59

55

62

62

62

62

6363

6363

1

A333-A

TYP

1

A331-A

TYP

6

A331-A

TYP

5

A331-A

TYP

9

A332-A

TYP

6

A332-A

TYP

2

A333-A

TYP

1

A331-A

TYP

2

A331-A

TYP

5

A332-A

TYP

5

A332-A

TYP

2

A331-A

TYP

3

A330-A

TYP

20

67

67

67

2

A330-A

TYP

4

A330-A

Sim



V.I.F

10'-6"

V.I.F

.

10'-5 1

/2"

1/4

" S

LO

PE

1/4

" S

LO

PE

1/4

" S

LO

PE

1/4

" S

LO

PE

1/4" SLOPE1/4" SLOPE

1/4

" S

LO

PE



1/4

" S

LO

PE

1/4

" S

LO

PE

A333-A

6TYP

1/4" SLOPE

1/4" SLOPE

64

A333-A

7TYP

7

A331-A

TYP

7

A331-A

TYP

6

A330-A

TYP

5

A333-A

TYP

8

A333-A

TYP

1/4" SLOPE

1/4" SLOPE

1/4" SLOPE

1/4" SLOPE

68

3

A332-A

TYP

71

71

71

71 71

71

71

1

A334-A

TYP

DOWNSPOUT BELOW

Project No

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2 13456789101112131415161718



A161-A

Roof Plan - Administration

1115-0130


October 18, 2018


BIDDING DOCUMENTS



gou l d e v an s


NOTES:

1. VERIFY ALL MEASUREMENTS IN FIELD2. NOT ALL EQUIPMENT IS SHOWN. CONTRACTOR TO VERIFY.3. IF REQUIRED BY THE NEW SYSTEM MANUFACTURER, REMOVE ALL EXISTING EDGE METAL AND BASE FLASHINGS.4. PARAPET WALL TO RECEIVE NEW LINER SHIM AND CAP FLASHING. REFER TO DETAIL DRAWINGS.5. ADMINISTRATION ROOF AND CANOPIES HAVE EXISTING SLOPED SURFACES, PROVIDE CRICKETS AT EQUIPMENT AS NEEDED.6. RAISE EQUIPMENT AS NEEDED TO ACCOMODATE NEW ROOF THICKNESS

3/16" = 1'-0" 1 / A160

1ROOF PLAN - ADMINISTRATON AND CANOPY

Keynote Legend


20 SINGLE PLY "COOL ROOF"

52 EXISTING TO REMAIN AC UNIT

53 EXISTING ROOF OPENING TO REMAIN,REPLACE DRAIN (3/A330)

55 ANTENNA

56 ELECTRICAL PIPE PENETRATION

57 PHOTOCELL

59 EXHAUST

60 GRAVITY VENT

61 VENT STACK

62 1/4" GAS LINE

63 EXPANSION JOINT

64 REMOVE DUCT AND WALL, RAISE DUCT ASNECESSARY.


66 NEW DRAIN (3/A330)

67 EXISTING DRAIN TO REMAIN IN CURRENTLOCATION. REMOVE AND REPLACE DRAININSERT WITH NEW (3/A330)

68 EXISTING GUTTER TO REMAIN

71 ADA GRATE 1" BELOW ADJACENT SURFACE

1

1

1

1

1

1

1

1


1 ADDENDUM #1 10/18/2018

MATCH LINE

1/A161

MATCH LINE

1/A161

MATCH LINE

1/A163

MATCH LINE

1/A163

NORTH QUADBELOW

3

A332-A

TYP

9

A331-A

TYP

20

20

20

1

A330-A

TYP

OVERFLOW SCUPPER AT CANOPY, TYP.

65

66

65

6666

65

65

6566

65

DOWNSPOUT BELOW DOWNSPOUT BELOW

DOWNSPOUTBELOW

9.0


71 71

71

71

1

A334-A

TYP










General Notes:

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2 13456789101112131415161718

2 13456789101112131415161718



A162-A

Roof Plan - North Canopy

1115-0130


October 18, 2018


BIDDING DOCUMENTS



gou l d e v an s


3/16" = 1'-0" 1 / A160

1ROOR PERMIT - ROOF PLAN - NORTH CANOPY

Keynote Legend



65 EXISTING DRAIN; ABANDON PATCH AND REPAIR(5/A333)



NOTES:


1

1

1

1

1


1 ADDENDUM #1 10/18/2018

MATCH LINE

1/A164

MATCH LINE

1/A164

MATCH LINE

1/A162

MATCH LINE

1/A162

EAST QUADBELOW

3

A332-A

TYP

9

A331-A

TYP

20

20

20

2

A330-A

TYP

NEW OVERFLOW SCUPPER AT CANOPY, TYP.

65

66

65

65 66

65 66

65

66

65

65

66

66

DOWNSPOUT BELOW

DOWNSPOUTBELOW

DOWNSPOUTBELOW

DOWNSPOUT BELOW

DOWNSPOUT BELOW

DOWNSPOUT BELOW

9.0

8.0

7.0

6.0

5.0

4.0

3.0

2.0

1.0


71 71

71

71

71 71

1

A334-A

TYP










General Notes:

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2 13456789101112131415161718

2 13456789101112131415161718



A163-A

Roof Plan - East Canopy

1115-0130


October 18, 2018


BIDDING DOCUMENTS



gou l d e v an s


3/16" = 1'-0" 1 / A160

1ROOF PERMIT - ROOF PLAN - EAST CANOPY

Keynote Legend






NOTES:


1

1

1

1

11

1


1 ADDENDUM #1 10/18/2018

1

MATCH LINE

1/A153

MATCH LINE

1/A153

MATCH LINE

1/A155

MATCH LINE

1/A155

SOUTH QUADBELOW


3

A332-A

TYP

9

A331-A

TYP

20

20

20

OVERFLOW SCUPPER AT CANOPY, TYP.

65

65

66

65

66

65

66

65

66

65

DOWNSPOUTBELOW

DOWNSPOUT BELOW

DOWNSPOUT BELOW

1.0

71

71

71

71

1

A334-A

TYP










General Notes:

Project No

Date:

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2 13456789101112131415161718

2 13456789101112131415161718



A164-A

Roof Plan - South Canopy

1115-0130


October 18, 2018


BIDDING DOCUMENTS



gou l d e v an s


3/16" = 1'-0" 1 / A160

1ROOF PLAN - SOUTH CANOPY

Keynote Legend






NOTES:


1

1

1

11

1


1 ADDENDUM #1 10/18/2018

REFER TO PARAPET ANDWALL DETAILS FORACCEPTABLE TERMINATION

(N) MEMBRANE TOACCEPTABLE SURFACE

(N) FLASHING STRIP, HOT-AIR WELDED

(N) METAL SCUPPER FASTENED 4INCHES O.C., STAGGERED, USINGGALVANIZED ANNULAR RING NAILS

(N) FLASHING STRIP,HOT-AIR WELDED

(N) THERMOPLASTIC ROOFMEMBRANE

(N) GASKETED FASTENERS – REFER TO NOTES, TYP.

(N) SEALANT

(N) INSULATION & COVERBOARD

(N) TREATED WOOD NAILER TOADJUST HEIGHT OF OUTLET

NOTE:1. OVERFLOW SCUPPER OUTLET SHALL BE LOCATED 2" HIGHER THAT THE PRIMARTY DRAIN

OUTLET.2. INSTALL ONE OVERFLOW SCUPPER FOR EACH PRIMARY DRAIN.3. SCUPPER SHALL BE CONSTRUCTED OUT OF COATED SHEET METAL ENABLING IT TO BE

HEAT WELDED TO THE MEMBRANE.4. USE GASKETED FASTENERS TO SECURE THE METAL COVER ONTO THE SLEEPER. SIZE AND

TYPE SHALL BE NON-CORROSIVE AND APPROVED BY THE CHOSEN ROOFINGMANUFACTURER."

5. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING. DO NOTDAMAGE REBAR.

(N) 1/2" TITAN SCREW EMBED 2"

(E) ROOF DECK

(E) LIGHT WEIGHT CONCRETE

ADMINISTRATION ROOFADMINISTRATIONCANOPY ROOF

(N) THERMOPLASTIC ROOF MEMBRANE

(N) TARGET SHEET

FASTEN FLANGE WITH APPROVED NEW FASTENERS

(N) STRAINER SECUREMENT BRACKETS

(N) STAINLESS STEEL BOLT HEADS FORACTIVATION OF THE BACKFLOW SEAL

(E) DRAIN BOWL

(N) STAINLESS STEEL RODS FORBACKFLOW SEAL ACTIVATION

(N) URETHANE SEAL

(E) DRAIN LEADER

(N) CAST ALUMINUM ACTIVATION CONE

(N) TAPEREDINSULATIONSUMP TO DRAIN

NOTES:1. PROVIDE 3'X3' SUMP TO FACILITATE DRAINAGE.2. LOWER DRAIN TO DECK LEVEL. REMOVE JOSAM BOWL IF NECESSARY.3. IF ANOTHER TYPE OF DRAIN INSERT IS PROPOSED, PROVIDE SHOP DRAWINGS TO ENGINEER FOR

APPROVAL.4. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING. DO NOT DAMAGE REBAR.

(N) HEAVY DUTY ABS CYCOLAC DOMESTRAINER

(N) 20 OZ SEAMLESS COPPER BASIN, ATTACHED TO 2",3", OR 4" BRONZE FITTING. (2"THREADED ALSOAVAILABLE)

10"

10"

(E) ROOF SLAB

(N) 4" DIA. STEEL DOWNSPOUT, PT.1

(N) 1/4" DIA x1.5" EMBEDMENT HILTIKB-TZ, ONE PER SIDE

(E) LIGHTWEIGHTCONCRETE

(N) COATED EDGE METAL

(N) SEALANT (IF REQUIREDFOR THE SPECIFIC SYSTEM)

(N) FABRICATECOATED SCUPPER

INSERT.

(N) DRAIN OUTLET 2"ABOVE PRIMARY DRAIN

(N) SEALANT (IF REQUIREDFOR THE SPECIFICSYSTEM)(N) FLASHING MEMBRANE ADHEREDOR WELDED TO (N) METAL AND FIELDMEMBRANE

(N) FASTENERS 3'' to6'' O.C., STAGGER


(N) COVERBOARD ANDTHERMAL INSULATION

(E) ROOF DECKNOTES:

1. OVERFLOW SCUPPER OUTLETS SHALL BE 2" ABOVE PRIMARY DRAINS.2. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING.

DO NOT DAMAGE REBAR.

4" MIN

(N) SHEET METAL ORMEMBRANE COATED METAL''GRAVEL STOP'' (AS REQUIREDBY MANUFACTURER)

ATTACH WITH #12 SCREW FASTENERS12” O.C. STAGGERED – REFER TONOTES

(N) ADHERED OR WELDEDFLASHING MEMBRANE(EXTEND APPROX. 3''BEYOND FLANGE)

(N) SEALANT (IF REQUIREDBY THE SPECIFIC SYSTEM)

(N) THERMOPLASTICROOF MEMBRANE


(E) ROOF DECK

EXTEND FIELD SHEETTO BELOW BLOCKING

(N) CONTINUOUS CLEAT

1"

BE

LO

W B

LO

CK

ING

OR

MA

TC

H E

XIS

TIN

G

NOTES1. CLEAT SHALL BE 1 LEVEL GAUGE HIGHER THAN EDGING.2. METAL EDGE DESIGN SHALL OBTAIN SPECIFIED WIND RATINGS. IF EDGE CONFIGURATION FOR

PROPOSED MANUFACTURER DIFFERS FROM THAT SHOWN, CONTRACTOR SHALL PROVIDEAPPROVED DRAWING AS PART OF THE SUBMITTAL PROCESS.

3. MEMBRANE AND BASE FLASHING ATTACHMENT METHOD VARIES BASED ON ROOFING SYSTEM. THEATTACHMENT METHOD MUST BE APPROVED BY THE CHOSEN ROOFING MANUFACTURER

4. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING. DO NOT DAMAGEREBAR.

(N) SHEET METAL PARAPET CAP

ATTACH WITH #12 SCREW FASTENERS 12”O.C. STAGGERED – REFER TO NOTES, TYP.

(N) WOOD SHIM. SLOPE INWARDSTOWARDS ROOF 1/2" X 12"

(N) WOOD NAILER INSTALL IF NOTPRESENT.

(N) GASKETED FASTENERS. 12" O.C.DO NOT FASTEN AT COPING SEAM.

(N) 1/2" DIA. RAWL CONCRETEANCHOR INTO CONCRETE OR #12SCREW INTO WOOD/METAL. 12" O.C.COUNTER SINK. MIN 1" EMBEDMENTINTO SUBSTRATE.

(N) FLASHING MEMBRANE, UP AND OVER PARAPET WALL

EXTEND MEMBRANE TO BELOWNAILER AND SECURE





(E) ROOF DECK

ATTACH WITH #12 SCREWFASTENERS 12” O.C. STAGGERED

– REFER TO NOTES

1''

MIN

. B

EL

OW

BL

OC

KIN

GO

R C

OV

ER

PR

EV

IOU

SC

OP

ING

AR

EA

NOTES:1. METAL EDGE PROFILE MAY DIFFER SLIGHTLY WITH MANUFACTURER.2. FOR NAILER AND METAL NOSING ATTACHMENT - Perimeter nailer and metal attachment shall meet

ANSI/SPRI ES-1 - American National Standard Wind Design Standard for Edge Systems Used with Low SlopeRoofing Systems. SINCE SPECIFICS DIFFER FROM MANUFACTURER TO MANUFACTURER,CONTRACTOR SHALL SUBMIT FASTENING SPECIFICATIONS FOR THEIR PROPOSED MANUFACTURERAS PART OF THE SUBMITTAL PROCESS.

3. IF REQUIRED BY MANUFACTURER, INSTALL NAILERS AT HE BASE OF THE WALL (NOT SHOWN ONTHIS DRAWING). NAILER THICKNESS SHALL MATCH INSULATION.

4. MEMBRANE AND BASE FLASHING ATTACHMENT METHOD VARIES BASED ON ROOFING SYSTEM. THEATTACHMENT METHOD MUST BE APPROVED BY THE CHOSEN ROOFING MANUFACTURER

5. USE GASKETED FASTENERS TO SECURE THE METAL COVER ONTO THE SLEEPER. SIZE AND TYPESHALL BE NON-CORROSIVE AND APPROVED BY THE CHOSEN ROOFING MANUFACTURER."


ADMINISTRATION ROOFADMINISTRATION CANOPY ROOF

(E) COLUMN CAPITAL

A333-A

4TYP

(E) LIGHTWEIGHT CONCRETE

A330-A

6TYP

EXISTING ROOF SLAB

(N) INSULATION


2.0

ADMINISTRATION ROOFADMINISTRATION CANOPY ROOF

(N) COVER BOARD


Project No

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2 13456789101112131415161718

2 13456789101112131415161718



A330-A

Roof Details

1115-0130


October 18, 2018


BIDDING DOCUMENTS



gou l d e v an s


3" = 1'-0" 1 / A161-A

2OVERFLOW DRAINAGE SCUPPER 1 1/2" = 1'-0" 1 / A161-A

3DRAIN INSERT WITH SUMP 3" = 1'-0" 1 / A161-A

1SCUPPER THROUGH RAISED EDGE

3" = 1'-0" 1 / A152-A

5EMBEDDED EDGE METAL FLASHING (NOSING) 3" = 1'-0" 1 / A161-A

6METAL PARAPET CAP (COPING) AND BASE FLASHING 1 1/2" = 1'-0" 1 / A131-A

4SECTION AT COLUMN CAPITAL

1

1

1

1

1

1

1

1

1

1

1

1

1


13 ASI 02 08/10/2017

1 ADDENDUM #1 10/18/2018

1 ADDENDUM #1 10/18/2018

xxxxxxxxxx xx

COOPER B-LINE SUPPORT

(N) PIPE OR CONDUIT AND CLAMP

(N) UNISTRUT SUPPORT

ADJUSTABLE HEIGHT (USEFOR SLOPE FORCONDENSATE LINES)

RECYCLED RUBBER FOOTING


(N) COVERBOARD

(N) PIPE OR CONDUIT AND CLAMP

(N) PRESSURE TREATED WOOD BLOCK


(N) COVERBOARD

(E) ROOF DECK

PHP PP10CLAMP NOT SHOWN

LOW PROFILE CONDUITSUPPORT

NOTES:1. USE THIS DETAIL/SYSTEM TO SECURE CONDENSATE LINES, ELECTRICAL CONDUITS OR

OTHER LINES THAT DO NOT NEED TO BE MECHANICALLY ATTACHED TO THE ROOFSUBSTRATE.

2. BASE MAY BE ADHERED TO MEMBRANE TO PREVENT CONDUIT OR LINE FROM MOVING.USE APPROVED SEALANT AND DO NOT PENETRATE MEMBRANE.

3. CONDENSATE LINES SHALL HAVE POSITIVE SLOPE TO DRAIN.4. USE LOW PROFILE SUPPORT ONLY WHEN EXISTING CONDUIT CANNOT BE RAISED.5. RAISE UTILITIES AS NECESSARY AT ALL LOCATIONS THAT CURRENTLY SIT DIRECTLY ON

ROOF OR SIMPLE WOOD BLOCKING6. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING. DO NOT

DAMAGE REBAR.7. PROTECTED WOOD SLEEPER SUPPORT FOR GAS LINES8. USE PRESSURE TREATED WOOD

(N) INSULATION


(E) ROOF DECK

(N) INSULATION


(E) PIPE PENETRATION

(N) SEALANT

(N) DRAWBAND

(N) FLASHING MEMBRANE(8'' MIN. HEIGHT)



(N) ATTACH MEMBRANEPER MANUFACTURER

PIPE OR STAND PENETRATION (FIELD WRAP)

(N) COVERBOARD

(E) ROOF DECK

(N) INSULATION


NOTE:1. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING. DO NOTDAMAGE REBAR.

(E) PLUMBING VENT STACK

(N) SEALANT

(N) DRAWBAND

INSTALL SEALANT BETWEENPIPE AND PREFABRICATEDMEMBRANE FLASHING

(N) PREFABRICATED MEMBRANEFLASHING (8'' MIN. HEIGHT)

BASE MEMBRANE ATTACHMENTPER MANUFACTURER


SEALANT (IF REQUIRED FORTHE SPECIFIC SYSTEM)

PLUMBING VENT (PREMANUFACTURED BOOT)

(N) COVERBOARD

(E) ROOF DECK

(N) INSULATION


ATTACH MEMBRANE PERMANUFACTURER

PLUMBING VENT (PREMANUFACTURED BOOT)

MEMBRANE CAP

PLUMBING VENT STACK

FLASHING MEMBRANE (8'' MIN. HEIGHT)

SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)


NOTES:1. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES OF

CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONSTO FACILITATE PROPER FLASHING.

2. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING.DO NOT DAMAGE REBAR.

PLUMBING VENT (FIELD WRAP)

(N) COVERBOARD

(E) ROOF DECK

(N) INSULATION


ATTACH MEMBRANE PERMANUFACTURER

(N) 24 GA. SHEET METAL PAN

(N) FLASHING ADHERED TOACCEPTABLE SUBSTRATE

(N) TREATED WOOD BLOCKINGSECURELY FASTENED

(N) THERMOPLASTIC ROOFMEMBRANE. EXTENDMEMBRANE OVER CURB

NOTES:1. USE THIS DETAIL WHEN GAS OR ELECTRICAL LINES MUST BE MECHANICALLY ATTACHED TO THE ROOF

SURFACE.2. INSTALL 2 FASTENERS PER BLOCK. COUNTERSINK FASTENER. FASTENER SHALL BE # 12 SCREWS OR

HEAVIER. MINIMUM 1.5" EMBEDMENT INTO DECKING.3. FASTEN SHEET METAL PAN TO CURB USING SCREWS WITH RUBBER WASHERS.4. FASTEN GAS LINE TO CURB WITH "U" BRACKET. FASTEN "U" BRACKET TO THE SHEET METAL PAN WITH SHEET

METAL SCREWS. IF POSSIBLE, DO NOT PENETRATE MEMBRANE. INSTALL WOOD NAILER UNDER METAL CAPAND OVER MEMBRANE COVERED BLOCKING IN ORDER TO PREVENT FASTENER PENETRATION THROUGH TOPOF COVERED BLOCKING.

5. RAISE UTILITIES AS NECESSARY AT ALL LOCATIONS THAT CURRENTLY SIT DIRECTLY ON ROOF OR SIMPLEWOOD BLOCKING

6. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING. DO NOT DAMAGE REBAR.7. PROTECTED WOOD SLEEPER SUPPORT FOR GAS LINES8. USE PRESSURE TREATED WOOD

(N) COVERBOARD

(E) ROOF DECK

(N) INSULATION


(N) ATTACH MEMBRANE PERMANUFACTURER

(N) MEMBRANE COATED METAL''GRAVEL STOP'' (AS REQUIREDBY MANUFACTURER)

(N) FASTENERS AT APPROX. 3”O.C. TO 6" O.C. , STAGGER

(N) WELDED FLASHINGMEMBRANE (EXTENDAPPROX. 3'' BEYONDFLANGE)



(N) COVERBOARD

(E) ROOF DECK

EXTEND FIELD SHEETTO BELOW BLOCKING


1"

BE

LO

W B

LO

CK

ING

OR

MA

TC

H E

XIS

TIN

G

NOTES:1. FOR NON DRAINAGE EDGES, METAL SHALL HAVE GRAVEL STOP AS SHOWN.2. FOR DRAINAGE EDGES, METAL SHALL NOT HAVE GRAVEL STOP.3. CLEAT SHALL BE 1 LEVEL GAUGE HIGHER THAN EDGING.4. METAL EDGE DESIGN SHALL OBTAIN SPECIFIED WIND RATINGS. IF EDGE CONFIGURATION FOR

PROPOSED MANUFACTURER DIFFERS FROM THAT SHOWN, CONTRACTOR SHALL PROVIDEAPPROVED DRAWING AS PART OF THE SUBMITTAL PROCESS.Perimeter flashings shall meet ANSI/SPRIES-1 - American National Standard Wind Design Standard for Edge Systems Used with Low Slope RoofingSystems.


FO

R N

ON

-DR

AIN

AG

E E

DG

ES

1 1

/2''

MIN

.


(N) INSULATION

(E) ROOF DECK

(N) COVER BOARD

A332-A

3TYP

A331-A

9TYP

(N) 1/4" TITAN HD SCREWANCHORS EMBED 2"

(N) METAL STRIP, PT.1 (N) 4" DIA. STEELDOWNSPOUT, PT.1

(N) INSULATION

NOTE:

1. PT.1 - DUNN EDWARDS PAINT, DEW341, SWISS COFFEE, LRV 832. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING. DO NOT DAMAGE REBAR.


NOTES1. METAL SHALL BE 24 GA KYNAR COATED. CLEAT SHALL BE 22 GA.2. FOLLOW ALL SMACNA GUIDELINES FOR METAL DESIGN AND INSTALLATION.3. PERIMETER FLASHINGS SHALL MEET ANSI/SPRI ES-1 - AMERICAN NATIONAL STANDARD WIND DESIGN

FOR EDGE SYSTEMS USED WITH LOW SLOPE ROOFING SYSTEMS.4. FOR ROOF OVERLAYS, REMOVE EXISTING EDGE METAL SYSTEMS AND BASE FLASHINGS.5. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING. DO NOT DAMAGE

REBAR.

(N) SHEET MTAL FASCIA CAP

(N) WOOD CANT FASTENEDTO WOOD NAILERS

(N) FASTEN PERMANUFACTURER



(N) COVERBOARD

(E) ROOF DECK

EXTEND FIELD SHEET TOBELOW BLOCKING


1"

BE

LO

W B

LO

CK

ING

OR

MA

TC

H E

XIS

TIN

G

(N) GASKETED FASTENERS

(N) INSULATION

(E) SHEET METAL PARAPET CAP. REMOVE EXISTING CAP TOINSTALL ROOFING, REINSTALL EXISTING CAP

ATTACH WITH (N) #12 SCREW FASTENERS 12” O.C.STAGGERED – REFER TO NOTES, TYP.

(N) WOOD SHIM. SLOPE INWARDSTOWARDS ROOF 1/2" X 12"

(N) WOOD NAILER INSTALL IF NOTPRESENT.

(N) GASKETED FASTENERS. 12" O.C.DO NOT FASTEN AT COPING SEAM.

(N) 1/2" DIA. RAWL CONCRETEANCHOR INTO CONCRETE OR #12SCREW INTO WOOD/METAL. 12" O.C.COUNTER SINK. MIN 1" EMBEDMENTINTO SUBSTRATE.

(N) FLASHING MEMBRANE, UP AND OVER PARAPET WALL

EXTEND MEMBRANE TOBELOW NAILER AND SECURE





(E) ROOF DECK

ATTACH WITH (N) #12 SCREWFASTENERS 12” O.C.

STAGGERED – REFER TONOTES

1''

MIN

. B

EL

OW

BL

OC

KIN

GO

R C

OV

ER

PR

EV

IOU

SC

OP

ING

AR

EA

NOTES:1. METAL EDGE PROFILE MAY DIFFER SLIGHTLY WITH MANUFACTURER.2. FOR NAILER AND METAL NOSING ATTACHMENT - Perimeter nailer and metal attachment shall meet

ANSI/SPRI ES-1 - American National Standard Wind Design Standard for Edge Systems Used with LowSlope Roofing Systems. SINCE SPECIFICS DIFFER FROM MANUFACTURER TO MANUFACTURER,CONTRACTOR SHALL SUBMIT FASTENING SPECIFICATIONS FOR THEIR PROPOSEDMANUFACTURER AS PART OF THE SUBMITTAL PROCESS.

3. IF REQUIRED BY MANUFACTURER, INSTALL NAILERS AT HE BASE OF THE WALL (NOT SHOWN ONTHIS DRAWING). NAILER THICKNESS SHALL MATCH INSULATION.

4. MEMBRANE AND BASE FLASHING ATTACHMENT METHOD VARIES BASED ON ROOFING SYSTEM. THE ATTACHMENT METHOD MUST BE APPROVED BY THE CHOSEN ROOFING MANUFACTURER

5. USE GASKETED FASTENERS TO SECURE THE METAL COVER ONTO THE SLEEPER. SIZE AND TYPESHALL BE NON-CORROSIVE AND APPROVED BY THE CHOSEN ROOFING MANUFACTURER."



ADMIN ROOFROOF NOT IN SCOPE OF WORK

Project No

Date:

Sheet:


A

B

C

D

E

F

G

H

J

K

L

M

N

P

A

B

C

D

E

F

G

H

J

K

L

M

N

P

2 13456789101112131415161718

2 13456789101112131415161718



A331-A

Roof Details

1115-0130


October 18, 2018


BIDDING DOCUMENTS



gou l d e v an s


3" = 1'-0" 1 / A161-A

1CONDUIT & PIPE SUPPORT 3" = 1'-0" 1 / A161-A

2PIPE OR STAND PENETRATION (FIELD WRAP)

3" = 1'-0"

4PLUMBING VENT (PREMANUFACTURED BOOT) 3" = 1'-0" 1 / A161-A

5PLUMBING VENT (FIELD WRAP) 3" = 1'-0" 1 / A161-A

6PROTECTED WOOD SLEEPER SUPPORT FOR GAS LINES

3" = 1'-0"

8EMBEDDED EDGE METAL FLASHING (GRAVEL - STOP)

1 1/2" = 1'-0" 1 / A161-A

3DOWNSPOUT @ CANOPY

3" = 1'-0" 1 / A161-A

9RAISED EDGE 3" = 1'-0" 1 / A161-A

7(E) METAL PARAPET CAP (COPING) AND BASE FLASHING

1

1

1 1

1

1 1 1

1

1 1

1

1


23 ASI 12 11/13/2017

34 CCD 13 04/26/2018

1 ADDENDUM #1 10/18/2018

1 ADDENDUM #1 10/18/2018

xxxxxx

(N) SEALANT (IFREQUIRED)

(N) FLASHINGMEMBRANE

(N) FASTENINGSTIP (BAR) ANDFASTNERS

(N) ROOFMEMBRANE FIELDSHEET



(N) FASTENINGSTIP (BAR) ANDFASTNERS

(N) ROOF MEMBRANEFIELD SHEET



(N) FASTENING STIP(BAR) AND FASTNERS


OPTION 1-A:FASTENING STRIPSECURED TO WALL

OPTION 1-B:FASTENING STRIPSECURED TO DECK

OPTION 3-A:SEAM PLATES ANDFASTENERS TO WALL(REINFORCED MEMBRANE)

OPTION 2-A:ATTACHMENT STRIPSECURED TO WALL

OPTION 2-B:ATTACHMENT STRIPSECURED TO DECK

OPTION 3-B:SEAM PLATES ANDFASTENERS TO DECK(REINFORCED MEMBRANE)

NOTES:

1. SPECIFIC PERIMETER FASTENING MAY DIFFER DEPENDING UPON MANUFACTURER REQUIREMENTS.2. IF FASTENING REQUIREMENTS FOR THE PROPOSED MANUFACTURER IS DIFFERENT THAN THOSE SHOWN

HERE, CONTRACTOR SHALL PROVIDE RECOMMENDED DRAWING FOR APPROVAL WITH SUBMITTALS.3. XRAY AS NECESSARY TO LOCATE REBAR PRIOR TO ANCHORING OR CORING. DO NOT DAMAGE REBAR.


(N) SEAM PLATE ANDFASTENER

(N) REINFORCEDMEBRANEATTACHMENT STRIP

(N) SEAM PLATEAND FASTENER

(N) REINFORCEDMEBRANEATTACHMENT STRIP


(N) ROOFMEMBRANE FIELDSHEET

(N) SEAM PLATE ANDFASTENER


(N) SEALANT(IF REQUIRED)

NOTES:1. PIPE HANGER SYSTEM CAN BE CUSTOMIZED TO ADDRESS MULTIPLE LINES SIDE BY SIDE.2. USE THESE PIPE HANGERS FOR ALL LINES THAT EXCEED 1.5" DIAMETER.3. INSTALL ONE PIPE HANGER EACH 10' OF CONDUIT OR PIPE.4. FOLLOW MANUFACTURER GUIDELINES FOR INSTALLATION.

NOTES:1. USE THESE PIPE HANGERS FOR ALL LINES THAT EXCEED 1.5" DIAMETER.2. INSTALL ONE PIPE HANGER EACH 10' OF CONDUIT OR PIPE.3. FOLLOW MANUFACTURER GUIDELINES FOR INSTALLATION.

(E) WALL OR WINDOW SILL

(N) S.M. FASTENERS APPROX. 24'' O.C.

(N) SEALANT

(N) REMOVABLE SHEET METAL COUNTERFLASHING

(N) TRIM FLASHING 2"

3'' LAP AT JOINTS

(N) 2'' WIDE CLIP APPROX. 30'' O.C. - 2 FASTENERS PER CLIP

(N) BASE FLASHING ATTACH PER MFR REQUIREMENTS

REGLET AND COUNTERFLASHING

(N) SEALANT TOOLED TO FACILITATE RUNOFF

(N) ANCHOR FASTENERS APPROX. 12'' O.C.

(N) SURFACE MOUNTED SHEET METAL RECEIVER

(N) S.M. FASTENERS 24'' O.C.

(N) 3'' LAP AT JOINTS

(N) REMOVABLE SHEET METAL COUNTERFLASHING

(N) 2'' WIDE CLIP APPROX. 30'' O.C. - 2 FASTENERS PER CLIP

(N) MEMBRANE BASE FLASHING ATTACH PER MFR REQUIREMENTS

(N) SEALANT OR ELASTOMERIC TAPE

TWO PIECE SURFACE MOUNTED ZREGLET AND COUNTERFLASHING

NOTES:1. WHERE POSSIBLE, USE EXISTING WALL REGLET. IF SINGLE REGLET COUNTERFLASHING EXISTS, IT MAY BE TRIMMED AND BE USED AS A REGLET RECEIVER TO ATTACH SKIRT COUNTERFLASHING.2.SHEET METAL SHALL BE KYNAR COATED 2