HomeMy WebLinkAboutCD Disk Part 1NCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFProject Design TeamArchitectStructural EngineerMEP EngineerCivil EngineerSwoboda Engineering7010 Coyote RunBryan, Texas 77808T: 979.774.3400F: 979.731.1500www.swoboda-engineering.comGessner Engineering2501 Ashford Drive Suite 102College Station, Texas 77840T: 979.680.8840F: 979.680.8841www.gessnerengineering.comHawkins Architecture7607 Eastmark Drive Suite 200College Station, Texas 77840T: 979.693.3179F: 979.693.8370www.HawkinsArch.comClient InformationSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A0.0COVER211.0402.12.2014ASAGHMAINTENANCE ADDITION360103.05.2014City of College StationMAINTENANCE ADDITION3101 HARVEY ROADCOLLEGE STATION, TX77845City of College StationDonald Harmon - Department of Public Works1101 Texas Ave.College Station, TX 77840T: 979.764.3795David J. Schmitz - Director of Parks and RecreationStephen C. Beachy Central Park,1000 Krenek Tap RoadCollege Station, Texas 77840T: 979.764.3415O'Malley Engineers203 South Jackson, Brenham, Texas 77833T: 979.836.7937F: 979.836.7936City of College StationEdward McDonald - EITT: 979.764.3528E: emcdonald@cstx.gov
GENERAL NOTES1. DO NOT SCALE DRAWINGS. WHERE DIMENSIONSBETWEEN SMALL SCALE AND DETAIL DRAWINGSDIFFER, DETAIL DIMENSIONS SHALL GOVERN. FIELDVERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OFANY DISCREPANCIES, PRIOR TOCONSTRUCTION/INSTALLATION.2. PERFORM ALL WORK IN ACCORDANCE WITH THEAPPLICABLE CODES OF THE LOCAL JURISDICTION.3. PERFORM ALL WORK IN ACCORDANCE WITH THEACCEPTED STANDARDS OF THE TRADES. INSTALL ALLMANUFACTURED ITEMS IN STRICT ACCORDANCEWITH MANUFACTURER'S WRITTEN INSTRUCTIONSAND RECOMMENDATIONS COMPLETE WITH ALLPLUMBING, MECHANICAL AND ELECTRICALCONNNECTIONS, AS REQUIRED FOR A COMPLETEINSTALLATION.4. FIELD VERIFY EXISTING CONDITIONS PRIOR TOSTARTING THE WORK. SHOULD THE CONTRACTORFIND, AFTER THE VISIT TO THE SITE OR DURINGCONSTRUCTION, ANY DISCREPANCIES,OMMISIONS, AMBIGUITIES, OR CONFLICTS IN ORAMONG THE DRAWINGS, OR BE IN DOUBT AS TOTHEIR MEANING, THE CONTRACTOR SHOULDIMMEDIATELY NOTIFY THE ARCHITECT IN WRITINGBEFORE PROCEEDING.5. WHERE THE WORDS “PATCH” “MATCH”, “REPAIR”,“REPLACE”, AND THE LIKE ARE USED, SPECIAL CARESHOULD BE TAKEN TO ENSURE THAT COLORS,TEXTURES, AND FINISHES OF DISTURBED AREAS SHALLMATCH IN ALL RESPECTS. REPLACE IS DEFINED ASREMOVE EXISTING AND INSTALL NEW INCLUDINGALL APPROPRIATE ELECTRICAL CONNECTIONSAND WITH MATCHING OR COMPATIBLEEQUIPMENT OR MATERIAL AS SHOWN, SPECIFIEDOR REQUIRED FOR COMPLETE INSTALLATION.6. DEMOLITION SHALL GENERALLY BE ARRANGED TOAGREE WITH THE ACCOMPLISHMENT OF WORK INCOORDINATION WITH THE WORK OF OTHERTRADES. EXAMINE ALL DRAWINGS FORADDITIONAL REQUIREMENTS.7. PATCH ALL HOLES IN WALLS AND FLOORS, ANDREPAIR OR REPLACE ALL EXISTING ITEMSDAMAGED BY THE WORK IN THE AREA AFFECTEDBY THE WORK WHETHER OR NOT SPECIFICALLY.8. ISOLATE DISSIMILAR METALS IN CONTACT WITHEACH OTHER TO PREVENT ELECTROLYTIC ACTION.9. PROVIDE REINFORCED WALLS AND BACKUP ASREQUIRED FOR ALL WALL HUNG OR SUPPORTEDITEMS WHERE INDICATED FOR ITEMS PROVIDED BYGC OR BY OWNER.10. PROVIDE A REASONABLY SMOOTH AND LEVELFLOOR SURFACE TO RECEIVE STUD PARTITIONS ANDFINAL FINISHES.11. DOUBLE-UP STUDS AT ALL DOOR OR CASEDOPENINGS.12. CONTRACTOR SHALL LAY OUT SPACE IN ITSENTIRETY FOR REVIEW BY ARCHITECT PRIOR TOELECTRICAL ROUGH-IN13. CONTRACTOR SHALL LAY OUT ALL ELECTRICALSWITCHES AND RECEPTACLES FOR REVIEW BYARCHITECT PRIOR TO ELECTRICAL ROUGH-IN.14. THE CONTRACTOR SHALL PERFORM ALL WORK INSTRICT ACCORDANCE WITH THE CONTRACTDOCUMENTS. THE CONTRACTOR WILL INFORMTHE ARCHITECT OF ANY PROPOSED SUBSTITUTIONSIN WRITING AND WILL NOT PROCEED WITH THEPROPOSED SUBSTITUTIONS WITHOUT CONSENTFROM THE ARCHITECT.15. ALL CONSTRUCTION AND EQUIPMENT IS NEW,UNLESS NOTED OTHERWISE.COLUMN LINEEQUIPMENT KEYWALL TYPEWORK POINTSPOT ELEVATIONWINDOW OR LOUVERNUMBER KEYDOOR NUMBER KEYREVISIONKEYED NOTEROOM NAMENUMBERAREAEXISTING STRUCTUREAND PARTITIONPROPERTY LINES, BOUNDARY LINESCENTER LINE, FLOOR LINESIN EXTERIOR ELEVATIONSITEM SHOWN ABOVE/BELOWOR TO BE REMOVED U.O.N.(ON DEMO DWGS.)MATCH LINEARCHITECTURAL SYMBOLS LEGEND1ELEVATIONDRAWING NUMBERSHEET NUMBERBUILDING SECTIONSECTION NUMBERSHEET NUMBERT1E41iRoom name101150 SFWALL SECTIONDRAWING NUMBERSHEET NUMBERDETAILDRAWING NUMBERSHEET NUMBERAREA OF DETAILINTERIOR ELEVATIONELEVATION NUMBERSHEET NUMBERNORTH ARROWALIGN1A101AX.X1AX.XSHEET NAMING CONVENTIONSA2.01DRAWING SHEET DISCIPLINEA - ARCHITECTURAL C - CIVILS - STRUCTURAL M - MECHANICALE - ELECTRICAL P - PLUMBINGSHEET NUMBER IN DISCIPLINEAX.X1UNNAFFECTED AREASWP290.0'213401A01NOTE1AX.XBUILT UP ROOFINGWOODBATT INSULATIONCONCRETE (SECTION)CONCRETE (PLAN)ACOUSTICAL CEILING TILEGYPSUM BOARDSTEELEARTH FILLCERAMIC TILERIGID INSULATIONCONCRETE BLOCK (CMU)STUCCOBRICK & MASONRYMETAL SIDINGE.I.F.S. SYSTEMFACE BRICKCONTINUOUS WOODNON-CONTINOUS WOODBED OF SEALANTMATERIAL SYMBOLSVICINITY MAP AND LOCATIONSCALE: NTSLOCATIONVICINITY MAP AND LOCATIONSCALE: NTSLOCATIONNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A0.1GENERALINFORMATION211.0402.12.2014ASAGHMAINTENANCE ADDITION360203.05.2014INDEX OF DRAWINGS01 A0.0 COVER02 A0.1 GENERAL INFORMATION03 A0.2 ADA/TAS GUIDELINES04 A0.3 ADA/TAS GUIDELINES05 A0.4 LIFE-SAFETY PLANS06 A0.5 SITE SURVEY07 C1.0 SITE GRADING, DRAINAGE, AND EROSIONCONTROL PLAN08 C2.0 MISC. DETAILS 109 C3.0 MISC. DETAILS 210 A1.0 SITE PLAN11 A1.1 DEMOLITION PLAN12 A1.2 FLOOR PLAN13 A1.3 REFLECTED CEILING PLAN14 A1.4 ROOF PLAN15 A2.1 BUILDING ELEVATIONS16 A2.2 INTERIOR ELEVATIONS17 A3.1 FULL BUILDING SECTIONS18 A3.2 FULL WALL SECTIONS19 A3.3 FULL WALL SECTIONS20 A5.1 TYPICAL WALL SECTIONS21 A5.2 DOOR AND WINDOW DETAILS22 A5.3 ARCHITECTURAL DETAILS23 A5.4 ARCHITECTURAL DETAILS24 A5.5 ARCHITECTURAL DETAILS25 A6.1 ARCHITECTURAL SCHEDULES26 A7.0 PERSPECTIVES27 S0.0 NOTES28 S1.1 FOUNDATION PLAN29 S1.2 WALL FRAMING PLAN30 S1.3 CANOPY FOUNDATION AND FRM. PLAN31 S5.1 FOUNDATION DETAILS32 S5.2 FRAMING DETAILS33 MEP 1.1 MEP SPECIFICATIONS34 MP1.1 MECH./PLUMB. PLAN35 E1.1 ELECT. POWER PLAN36 E1.2 ELECT. LIGHTING PLAN
11035" Min1.25" to 1.5" Max1.5" Min35" Min1.25" to 1.5" Max1.5" MinCapacity of Seatingin Assembly AreasNumber of Req'dWheelchair Spaces4 to 2526 to 5051 to 300301 to 500over 500plus 1 additional for each total6421seating capacity increase of 150611 to 25101 to 15076 to 10051 to 7526 to 50each 100 over 1000plus 1 additional for234in LotTotal ParkingAccessible SpacesNumber of Req'd56151 to 200201 to 300301 to 400401 to 500501 to 10001001 overin Lot7202 percent of total98Accessible SpacesTotal Parking Number of Req'dGENERAL PROVISIONSReach RangesSide ApproachRamps & StairsElevatorsPlatform LiftsDrinking Fountains & Water CoolersWater ClosetsUrinalsLavatories & SinksMirrorsBathtubsShower StallsStorageControls & Operating MechanismsFixed Or Built-in FurnitureDressing & Fitting RoomsFood Service LinesTop of Handrail Gripping SurfaceCar Control Floor ButtonsFrontal ApproachSide ApproachFrontal ApproachEmergency CommunicationsHighest Operable Part48" Max54" MaxControls/Operating MechanismsFrontal ApproachSpout Height (to outlet)Knee ClearanceSide ApproachSpout HeightTop of SeatGrab BarsRim of BasinFlush ControlsKnee ClearanceRim of Counter & SurfaceTo Bottom of Reflective SurfaceTo Faucets From Front EdgeFlush ControlsTop of SeatCenter of Grab BarsHand Shower Head MountingHand Shower Head MountingCenter of Grab BarsTop of SeatFrontal ApproachSide ApproachFrontal ApproachSide ApproachDistance From WheelChair0" - 10"10" - 21"Highest Operable PartFrontal ApproachSide ApproachHeight of Tables & CountersKnee ClearanceTop of BenchTop of Tray SlideAdult4.6.64.2.14.2.34.2.44.2.54.2.54.2.54.24.2.64.2.64.2.64.4.1 4.4.14.4.14.4.14.6.34.10.124.10.94.10.94.13.64.13.64.13.54.13.54.13.64.13.64.13.64.13.64.13.54.13.54.13.64.15.54.15.54.15.54.13.74.13.74.15.54.7.54.7.54.2.34.15.54.2.14.2.44.2.44.2.44.2.44.2.44.7.634" to 38" Max48" Max54" Max48" Max28" to 48" Max36" Max27" Min36" Max.17" to 19" Max33" to 36" Max44" Max17" Max44" Max.34" Max29" Min.19" Max40" Max33" to 36" Max10" to 36" Max17" to 19"33" to 36"48" Max54" Max48" Max54" Max48" Max48" Max54" Max28" to 34" Max27" Min.17" to 19" Max34" MaxHeightWidth30" Min.Depth19" Min.Recptacle Height15" MinControl Mounting Areas36" x 36" Stall30" x 60" Stall38" Max - 48" Max38" Min - 48" MaxEmergency Control Buttons35" MinCenterline of ButtonNominal Diameter of Handrail1.25" to 1.5" MaxClear Space from Mounting Surface1.5" MinThis sheet and the information on it shall onlyserve as a reference for allowable layouts andalternate dimensions. The constructiondrawings shall be followed for constructionpurposes. Should a conflict arise between theconstruction drawings and this sheet, contactthe architect for clarification.Grade K-5 Grade 6-942" Max48" Max28" to 34" Max42" Max48" Max42" Max28" to 42" Max32" Max26" Min32" Max.14" to 15" Max28" to 30" Max42" Max14" Max42" Max.30" Max26" Min.18" Max34" Max28" to 30" Max42" Max42" Max48" Max42" Max48" Max42" Max42" Max48" Max28" to 30" Max26" Min.14" to 15" Max30" Max30" Min.19" Min.15" Min45" Max51" Max30" to 34" Max45" Max51" Max45" Max28" to 45" Max34" Max28" Min34" Max.15" to 17" Max30" to 32" Max44" Max16" Max44" Max.32" Max28" Min.19" Max37" Max30" to 32" Max45" Max45" Max51" Max45" Max51" Max45" Max45" Max51" Max28" to 32" Max28" Min.15" to 17" Max32" Max30" Min.19" Min.15" Min14" to 15" Max 15" to 16" Max17" to 19" Max28" to 30" Max 30" to 32" Max14" to 15" Max 15" to 16" MaxGeneral RequirementsParking Space RequirementsAccessible SeatingSPACE ALLOWANCES & REACH RANGESDOOR CLEARNACE AND WIDTH RANGESPARKING SPACES & CURB ALLOWANCESACCESSIBLE SIGNAGE & GRAPHICSWATER COOLERSACCESSIBLE ELEVATOR CAB & CONTROLS CONDITIONS& DRINKING FOUNTAINCLEARANCESNOTEELEVATOR CONTROLS & INDICATORSELEVATOR WITH CENTER OPENINGELEVATOR WITH SIDE OPENINGDOORWAY WIDTHPOCKET DOORFOLDING DOORDOORWAY DEPTHFRONTAL APPROACHESFRONTAL APPROACHESSignage MountingLocation & HeightInternational SymbolMinimum Clear Widthfor Single Wheelchair60" Diameter SpaceWheelchair Turning Spacefor WheelchairsMinimum Clear Floor SpaceMaximum Forward ReachHigh limit =48" Low =15"Over an ObstructionMaximum Forward ReachMaximum Forward ReachOver an ObstructionParallel ApproachClear Floor SpaceHigh limit =54" Low =9"Maximum Side Reach LimitsHigh limit =46"Maximum Side Reach LimitsOver an ObstructionProtruding Objects Protruding ObjectsProtruding ObjectsProtruding ObjectsAccess Aisle at PassengerLoading ZonesParking SpacesDimensions of AcessibleInterior Exteriorof AccessibilityAcceptable Variationof SymbolSWINGING DOORSSWINGING DOORSSWINGING DOORSLATCH SIDE APPROACHESSWINGING DOORSLATCH SIDE APPROACHESMAXIMUMMINIMUMFRONT APPROACHSLIDING & FOLDING DOORSSLIDE SIDE APPROACHSLIDING & FOLDING DOORSCLEAR WIDTHCLEAR WIDTHSLIDING & FOLDING DOORSLATCH SIDE APPROACHDRINKING FOUNTAINCLEAR FLOOR SPACECLEAR FLOOR SPACEDRINKING FOUNTAINCLEAR FLOOR SPACEDRINKING FOUNTAINBUILT-INThis unit has no knee spaceThis unit has no knee spaceTWO HINGED DOOR SERIESCLEAR FLOOR SPACETWO HINGED DOOR SERIESCLEAR FLOOR SPACEDRINKING FOUNTAINSPOUT HEIGHT & KNEE SPACEEquipment Permitted in Shaded AreaDrinking FountainCURB RAMPSCURB RAMPSFLARED SIDESRETURNED SIDES101BUILT-UP CURB RAMPSMINIMUM CLEAR FLOOR SPACET- SHAPED SPACE FOR 180 deg. TURNSMounting Height(ADA & Non-ADA)FIRE EXTINGUISHERMinimum Clear Widthfor Two WheelchairsFrontal ApproachMinimum Clear Floor SpaceFrontal Approach AlcoveMinimum Clear Floor SpaceParallel AlcoveMinimum Clear Floor SpaceParallel AlcoveMinimum Clear Floor SpaceFrontal Approach AlcoveMinimum Clear Floor SpaceCABINET MOUNTINGHEIGHTAcceptable Variationof Symbol13579108642PANEL PANELPANELPANEL2PULL SIDE12Access aisles adjacent to accessible spacesshall be 60" wide at a minimun. (certainexception where noted). Parallel Parking isdiscouraged. Spaces need to be locatedalong the accessible path. Each spot shallhave appropriate signage in complinacewith TAS guidelines.These are required provision for use in facilitieswith adults (above the age of 15) as primaryusers. Unless specified, construction shallcomply with these provided dimensions.In places of assembly with fixed seating,accessible wheelchair locations shallcomply with chart. In addition, 1% (or atleast one) of all fixed seatis shall be andaisle seat with no armrest on the aisleside.Note: X shall be < 25" , Z shall be > X.When X, 20", then Y shall be 48" max.When X is 20"-25", then Y shall be 44" max.Note: X shall be < 25" , Z shall be >X. When X, 20", then Y shall be 48"max. When X is 20"-25", then Y shallbe 44" max.When the leading edge is between 27"and 80" above F.F.When the leading edge is at or below 27"above F.F. protrusion may be any depthWhen the object is freestanding on posts ,then 12" maximum protrusion.Cane hits postbefore person hitsobjectCane RangeWhen the leading edge is at orbelow 27" above F.F. protrusionmay be any depthIF DOOR HAS BOTH CLOSER & LATCH, X =12"PUSH SIDEPULL SIDEY= 54" Min if Door has CloserY = 48" Min. if Door has CloserPUSH SIDEAll Types of DoorsPlanting or othernon-walking surfaceIf X is less than 48", then the slope ofthe flared side shall not exceed 1:12Only allowable if not crossing a walking surfaceShall be located so as not to project into vehicular trafficlanes or into spaces that interfere with persons entering orexiting parked or standing vehicles.If X is greater than 15" , then an additional12" min. of clearnace shall be provided asshown.If X is greater than 24" , thenan additional clearnace of 6"Min. shall be provided asshown.SIGNAGELetters & numbers shall have a height to width ratiobetween 3:5 and 1:1 and a stroke width to heightration between 1:5 & 1:10 using a upper case "X" formeasurement.Letters and Numerals shall be raised 1/32", uppercase, Sans Serif or Simple Serif the font and shall beaccompanied with Grade 2 Braille. Raisedcharacters shall be at least 5/8" high but no higherthan 2". Pictograms shall be accompanied by theequivalent verbal description placed directly belowthe pictogram. The border dimension of thepictogram shall be 6" minimum in height.The finish of the characters & background shall beeggshell, matte or other non-glare finishes.Characters shall contrast with their background, bymeans of dark and light color variations.These are required provisionfor use in facilities withchildren (ages rangesshown) as primary users. Inspecified projects,construction shall complywith these provideddimensions.72" Min.84"60"80" Min.51" Min.36" Min.68" Min.51" Min.36" Min.54" Min.54" Min.35" MIN.54" MAX.32" Min.32" Min.32" Min.24" Max.32" Min.32" Min.60" Min.18" Min.24" preferred32" Min.48" Min.X60"8" Max.Full Length of Vehicle Pull Up Space60" Min36"Min.60"Min.48" Min.30" Min.48" Max.15" min.48" min. Y27" Min.28"-34"48" Min. ZX30" Min.XZ48" Min.48" Min.30" Min.10"Max.48" Max.30" Min.10" Max.15" Min.30" Min. 24"34" Max.46" Max.80" Min.4" Max.Higher than 27"27" & LowerAny DepthClear WidthRequired27" Max.Greater than 27"12" Max.96" Min. 60" Min.96" Min. for Vans252" Min.32" Min.X24" Min.Y48" Min.X24" Min.Y42" Min.48" Min.42" Min.54" Min.42" Min.X 24" Min.48" Min.17"-25"24" Max.30" Min.30" Min.48" Min.48" Min.30" Min.48" Min.48" Min.36" Max.17"-25"9" Min.27" Min.6" Max.8" Min.36" Max"41"X36" Min.60" Min.36" Min.36" Min.12" MIn.12" Min.66" Min.48" Min.30" Min.48" Min.36" Min.> 24"60" Min.30" Min.> 15"48" Min.12" Min.X30" Min.6" Min.X381/2"271/4"653/4"48" - 54" MaxNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A0.2ADA/TASGUIDELINES211.0402.12.2014ASAGHMAINTENANCE ADDITION360303.05.2014
NOTEWATER CLOSET AND TOILET STALL CLEAR SPACES, GRAB BARS, AND ACCESSIBLE LAYOUTSHANDRAIL & STAIR NOSING ACCESSIBLE CONDITIONSHANDRAIL & RAMP CONDITIONS & CLEARANCES4.9.34.9.34.9.44.9.44.26.24.26.24.8.24.8.2This sheet and the information on it shall onlyserve as a reference for allowable layouts andalternate dimensions. The constructiondrawings shall be followed for constructionpurposes. Should a conflict arise between theconstruction drawings and this sheet, contactthe architect for clarification.Lavatory (Sink) & MirrorAngled NosingUseable Tread Width &Acceptable NosingsFlush RiserAcceptable NosingsUseable Tread Width &Stair HandrailsExtension at Bottom of RunStair HandrailsExtension at Top of RunStair HandrailsNominal Size & Spacingof Handrails & Grab Barsof Handrails & Grab BarsNominal Size & SpacingCurb ConditionWall ConditionVertical Railing ConditionExtended Platform ConditionPROJECTIONS & EXTENSIONSRAMP & HANDRAILSPROJECTIONS & EXTENSIONSRAMP & HANDRAILSURINAL MOUNTING HEIGHTWALL HUNG WATER CLOSETLAVATORY CLEARANCES & HEIGHTSLAVATORY & SINKTOILET STALL STANDARD LAYOUTTOILET STALL LAYOUTTOILET STALL LAYOUTWATER CLOSET LAYOUTWATER CLOSETWATER CLOSETSHOWER SEAT DIMENSIONSSTALL MOUNTING DIMENSIONSWALL HUNG WATER CLOSETSTALL MOUNTING DIMENSIONSCLEAR FLOOR SPACEEND OF ROWALTERNATE APPROACHTOILET STALL LAYOUTALTERNATE APPROACHCLEAR FLOOR SPACEWATER CLOSET LAYOUTCLEAR FLOOR SPACEWATER CLOSET LAYOUTCLEAR FLOOR SPACE& GRAB BAR& GRAB BAR HEIGHTSHEIGHTSRadiusRadius60All stairways shall have handrailsalong both sides of stairs.Handrails shall be continuous atswitchbacks & doglegs. Ifhandrails are not continuous, theyshall extend at least 12" beyondthe top riser and at least 12" plusthe width of one tread beyond thebottom riser. At the top theextension shall run parallel withthe floor. At the bottom theextension shall continue to slopefor the distance of one tread frombottom riser with the remainderparallel to the floor.LavClear Floor SpaceClearFloorSpaceFloorSpaceClearLavw/ wall mounted W.C.w/ floor mounted W.C.Alternate door location42" Min. forLatch sideapproach only ,all otherapproaches48" Min.w/ floor mounted W.C.w/ wall mounted W.C.ClearSpaceFloorw/ floor mounted W.C.w/ wall mounted W.C.42" Min. forLatch sideapproach only ,all otherapproaches48" Min.w/ floor mounted W.C.w/ wall mounted W.C.Toilet PaperKnee ClearanceToe ClearanceDepth OverallEquipment permitted in shaded areaX= 36" Min. iframp is less than30'-0" in lengthX= 44" Min. iframp is greaterthan 30'-0" inlengthX= 44" Min. iframp is greaterthan 30'-0" inlengthX= 36" Min. iframp is less than30'-0" in length11/2"11/4" - 11/2"11/2"11/4"-11/2"11/2" Max11" min.11/2" Max12" Min.YAA12" Min.less than 27"X36" Min.48" Min.66" Min.18"18" Min.60" Min.56" Min.42" Min.18"56" Min.18"48" Min.18" Min.36" Min.18"6" Max.36" Min4" Max.32" Min.12" Max.52" Min.56" Min59" Min4" Max.32" Min.60" Min.18"60" Min.35" Min.56" Min.59" Min.42" Min.69" Min54" Min.66" Min32" Min.36"18"12" Max.42" Min.18"69" Min12" Max.54" Min.66" Min32" Min.60" Min17" Min.30" Min.19" Max.48" Min.36" Min.33"-36"12" Min.12" Min.54" Min.12"42" Min.15"-19"19" Min.33"-36"36" Max.17"-19"19" Min.33"-36"40" (42") Min.12" Max.19" Min.33"-36"12" Max.36" Min.17"-19"40 " Max.34" Max.29" Min.27" Min.74" Min.6" Max.8" Min.17" Min.9" Min.< 27"12" Min.12" Min.X Min.X Min.2" Min.X Min.X Min.12" Min.17" Max.20" (non ADA)13.5" Min.40" Max.29" Min.34" Max.27" Min.74" Min.19"Full Depth of Stall23" Max19"15" Max11/2" Max16" Max30" or 36"16" Max to 23" MaxNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A0.3ADA/TASGUIDELINES211.0402.12.2014ASAGHMAINTENANCE ADDITION360403.05.2014
FEC
FEC*Indicate section number permitting reductionTenant SeperationSmoke Barrier SeperationParty/Fire Wall SeperationOccupancy SeperationCorridor SeperationShafts - OtherShafts - ExitRoof constructionincluding supportingbeams and joistsInteriorWestEastSouthNorthExteriorNon-bearing walls andpartitionsInteriorWestEastSouthNorthExteriorBearing WallsStructural Frame,including columns,girders, & trusses6th Floor5th Floor4th Floor3rd Floor2nd Floor1st FloorMezzanineBasementLevel Existing (SF)Gross Building Area:High Rise:Mezzanine:Building Height:Fire District:Standpipe:Sprinklers:Construction Type:BUILDING DATA:Mixed ConstructionClassNumber of StoriesCentral Reference Sheet # (if provided)Unlimited perWETDRYTypesI-AIVI-BV-AII-AV-BII-B III-ANoYesNoYesNo YesIII-BFloor constructionincluding supportingbeams and joists0 HR0 HR0 HR0 HR0 HR0 HR0 HR0 HR0 HR0 HR0 HR0 HR0 HR 0 HR0 HR 0 HR0 HR 0 HR0 HR 0 HR0 HR 0 HR0 HR 0 HR0 HR 0 HR0 HR 0 HR Non Comb.0 HR 0 HR0 HR 0 HRN/A N/AN/A N/AN/AN/A N/AN/A N/AN/AN/A N/ABuilding ElementFireSeparatationDistanceFeetRatingReq'dProvided(W/___*Reduction)Detail #andSheet #Design #forRatedAssemblyDesign #forRatedPenetrationDesign #forRatedJointsLife Safety Plan Sheet #, if Provided ____Fire Protection RequirementsAPPENDIX B (IBC 2003)BUILDING CODE SUMMARYLEVEL ONE-- 4 300' 60'-0" 49'-3" 59'-10"Floor Room orSpace DesignationMinimumNumber of Exits2Travel Distance Arrangement Means ofEgress (Section 1004.1)Req'd Shownon PlansAllowableTravel Distance(Table 1016.2)Actual TravelDistanceAs ShownReq'd DistanceBetween Exit DoorsActual DistanceShown on PlansEXIT REQUIREMENTSNUMBER AND ARRANGEMENT OF EXITS1. Corridor dead ends (Section 1016.3)2. Single exits (Table 1014.1)3 Common Path of Travel (Section 1013.3)EXIT WIDTH1. See Table 1004.1.2 to determine whether net or gross area is applicable.See definition "Area, Gross" and "Area Net" (Section 202)2. Exit Width Calculated based on Occupant Load (Section 1005.3.1 and 1005.3.2)3. Minimum stairway width (Section 1005.3.1); min. corridor width (Table 1018.2); min. door width (Section 1003.3.1)4. Minimum width of exit passageway (Section 1023.2)5. The loss of one means of egress shall not reduce the available capacity to less than 50 percent of total required (Section 1005.5)6. Assembly occupancies (Section 1028)Business Areas 5,775 /(100) = 57.75(58) 11.6" 44" Min44" Min -- Stair(0.3") Level(0.2") Stair Level Stair LevelUse Group or SpaceDescription1,32,3,4,5,61(a) (b) (c) Exit Width (in)Areasq. ft.1Areaper Occupant(Table 1004.1.2)Egress Widthper OccupantCalculationsReq'd WidthPer2012 IBCActual WidthShown on PlansPLUMBING FIXTURE REQUIREMENTS (Table 2902.1)OccupancyWaterclosets LavatoriesServiceSink(s)Drinking Fountain(s)Pat. Rooms Male Female Pat. Rooms Male Female Regular AccessibleRequired by CodeProvided on ProjectN/AN/A1112N/AN/A111111--010ACCESSIBLE PARKINGTotal # of Parking Spaces # of Accessible Spaces ProvidedTotal # AccessibleProvidedLot or Parking AreaRequired ProvidedRegular Width 5'Access AisleVan Spaces With 8'Access Aisle9,600 SQFT.__ 243 _ _ _--NoYes37'-1" 1No YesNo YesNoneNoneNoneNoneNone2,908NoneNone2,908N/AN/AN/AN/AN/A2,867N/AN/A2,867New (SF)YEAR EDITION OF CODE:International Building Code 2012 National Electrical CodeNew Construction Renovation (Existing Bldg) Upfit AlterationTotalPrimary OccupancyBusinessHigh HazardInstitutionalMarcantileStorageUtility and miscellaneousS-1ResidentialI-3 Use ConditionI-1H-1EducationalAssembly A-1 A-2 A-3 A-4 A-5Factory-IndustrialH-2 H-3 H-4 H-5I-2 I-3 I-412 345R-1 R-2 R-3 R-4S-2 High-PiledF-1 F-2Parking Garage Open Enclosed RepairSecondary Occupancy NoneSpecial Occupancy:Mixed Occupancy:Non-Separated Mixed Occupancy (302.3.1)The required type of construction for the building shall be determined by applying the heightand area limitations for each of the applicable occupancies to the entire building. The mostrestrictive type of construction, so determined, shall appy to the entire building.Separated Mixed Occupancy A (302.3.2) - See below for area calculationsFor each story, the area of the occupancy shall be such that the sum of the ratios of theactual floor area of each use divided be the allowable floor area for each use not exceed 1.508.2 508.3 508.4 508.5 508.6 508.7 508.8No Yes Separation: Hr. Exception:Actual Area of Occupancy A Actual Area of Occupancy BAllowable Area of Occupancy A Allowable Area of Occupancy B++<1=<1.00. . . . .Name of Project: City of College Station - Maintenance AdditionAddress: 301 Harvey Road, College Station, TX. 77845Proposed Use:Owner or Authorized Agent: Donald HarmonOwned By: City/CountyCode EnforcementJurisdiction:CityPrivateCounty BrazosCollege StationPhone# (979) 764 - 3415Maintenance BuildingState (Texas)IIIIIISTORY NO. DESCRIPTIONAND USE(A)BLDG AREAPER STORY(ACTUAL)(A)TABLE 503AREA5(C)AREA FOROPEN SPACEINCREASE1(D)AREA FORSPRINKLERINCREASE2(E)ALLOWABLEAREA FORUNLIMITED3(F)MAXIMUMBUILDINGAREA41 Workshop 5,775 5,775 -----NA ----- 8500 sfLIFE SAFETY LEGENDLIFE SAFETY GENERAL NOTESA) INTERIM LIFE SAFETY MEASURES (ILSM) ARE A SERIES OF ADMINISTRATIVEACTIONS REQUIRED TO BE TAKEN TO BE TEMPORARILYCOMPENSATE FORTHE HAZARDS POSED BY THE EXISTING "LIFE SAFETY CODE" (LSC)DEFICIENCIES OR CONSTRUCTION ACTIVITIES.B) IMPLEMENTATION OF ISLM IS REQUIRED IN OR ADJACENT TO ALLCONSTRUCTION AREAS AND THROUGHOUT BUILDINGS WITH EXISTING LSCDEFICIENCIES. ISLM APPLY TO ALL PERSONNEL, INCLUDINGCONSTRUCTION WORKERS, MUST BE IMPLEMENTED UPON PROJECTDEVELOPMENT, AND CONTINUOUSLY ENFORCED THROUGH PROJECTCOMPLETION.C) ISLM ARE INTENDED TO PROVIDE A LEVEL OF LIFE SAFETYCOMPARABLE TO THAT DESCRIBED IN CHAPTER 1 THROUGH 7.31, ANDTHE APPLICABLE OCCUPANCY CHAPTERS OF THE 1988 EDITION OF THELSC (NFPA 101). EACH ISLM ACTION MUST BE DOCUMENTED. EXCEPT ASSTATED BELOW, FREQUENCY FOR INSPECTION, TESTING , TRAINING, ANDMONITORING AND EVALUATION MUST BE ESTABLISHED BY THEORGANIZATION.D) ISLM CONSISTS OF THE FOLLOWING ACTIONS5) PROVIDING ADDITIONAL FIRE-FIGHTING EQUIPMENT AND USETRAINING FOR PERSONNEL.6) PROHIBITING SMOKING IN OR ADJACENT TO ALL CONSTRUCTIONAREAS.7) DEVELOPING AND ENFORCING STORAGE, HOUSEKEEPING, ANDDEBRIS REMOVAL POLICIES AND PROCEDURES THAT REDUCE THEFLAMMABLE AND COMBUSTIBLE FIRE LOAD TO THE LOWEST LEVELNECESSARY FOR DAILY OPERATIONS.8) CONDUCTING A MINIMUM OF TWO FIRE DRILLS PER SHIFT PERQUARTER.9) INCREASING HAZARD SURVEILLANCE OF BUILDINGS, GROUNDS,AND EQUIPMENTS WITH SPECIAL ATTENTION TO EXCAVATIONS,CONSTRUCTION AREAS, CONSTRUCTION STORAGE, AND FIELDHAZARDS.10) TRAINING PERSONNEL WHEN STRUCTURAL ORCOMPARTMENTATION FEATURES OR FIRE SAFETY ARECOMPROMISED.11) CONDUCTING ORGANIZATION WIDE SAFETY EDUCATIONPROGRAMS TO ENSURE AWARENESS OF ANY LSC DEFICIENCIES,CONSTRUCTION HAZARDS, AND THESE ISLM.NOTE: ALL OF THE ABOVE ACTIONS SHALL BE COORDINATED BY THECONTRACTOR WITH THE ASSISTANCE OF THE CONSTRUCTIONMANAGER AND/OR OWNER. IF ANY QUESTIONS ARISECONCERNING THE IMPLEMENTATION AND USE OF ISLM, CONTACTTHE PROJECT ARCHITECT IMMEDIATELY.NOTE: ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALLITEMS OR EQUIPMENT SPECIFIED TO BE ATTACHED TO THE WALLS.PROVIDE ADDITIONAL STRUCTURAL SUPPORT (ANGLES, CHANNELS,ETC.) WITHIN WALLS WHERE WEIGHT OF ATTACHED ITEMS OREQUIPMENT IS TOO GREAT TO BE SUPPORTED BY METAL STUDS.INTERIM LIFE SAFETY MEASURES (TO BE FOLLOWED BY THE CONTRACTOR)1) INSURING EXITS PROVIDE FREE FREE AND UNOBSTRUCTED EGRESS.PERSONNEL SHALL RECEIVE TRAINING IF ALTERNATIVE EXITS MUST BEDESIGNATED2) INSURING FREE AND UNOBSTRUCTED EGRESS TO EMERGENCYDEPARTMENTS/SERVICES AND FOR EMERGENCY FORCES.3) INSURING FIRE ALARM, DETECTION, AND SUPPRESSION SYSTEMS ARENOT IMPAIRED. A TEMPORARY, BUT EQUIVALENT, SYSTEM SHALL BEPROVIDED WHEN ANY FIRE SYSTEM IS IMPAIRED. TEMPORARY SYSTEMSMUST BE INSPECTED AND TESTED MONTHLY.4) INSURING TEMPORARY PARTITIONS ARE SMOKE TIGHT AND BUILT OFNON-COMBUSTIBLE MATERIALS.1 HR. RATED FIRE BARRIER2 HR. RATED FIRE BARRIERFIRE EXTINGUISER CABINETLINE DENOTES FACE OF EXITFIXTUREARROW DENOTES FACE OF EXITFIXTURE W/ DIRECTIONAL ARROWFIRE RATING OF DOOR INMINUTES WITH CLOSER* PER SECTION 505.1 - MEZZANINES1. Open space area increases from Section 506.1 are computed thus:a. Perimeter which fronts a public way or open space having 20 minimum widthb. Total Building Perimeterc. Ratio (F/P)d. W = Minimum width of public waye. Percent of frontage increase I = 100 [F/P - 0.25] x W/30N/A (P)f2. The sprinkler increases per Section 506.3 is as followsa. Multi-story building I = 200%b. Single-story building I = 300%3. Unlimited area applicable under conditions of Sections Group B,F,M,A-4 (507.2,507.3,507.5)4. Maximum Building Area = Total number of stories in the building x W but not greater than 3 x E.5. The maximum building area of parking garages must comply with 406.3.5. The maximumarea of air traffic must comply with 412.1.2.Group A motion picture (507.8); Malls (402.6); and H-2 aircraft paint paint hangers (507.6).ssN/A (w)N/A (%)===N/A (F)=Type of ConstructionBuilding Height in FeetBuilding Height in StoriesType Group U Type ----- Type ______28'-2"Feet Feet = H+20'= 48'-2"1Stories 2Stories + 1 = StoriesALLOWABLE HEIGHTALLOWABLE AREAAllowable(Table 503)Increase for SprinklersSubtotal5,7755,775xxx xxxxxx xxx+FECEXITEXITXX45 9060 12067" MinUrinals1--1245ABCD78620EXITEXITEXITEXIT201 HOUR WALL1 HOURWALL20 MIN DOOR20 MIN DOORNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A0.4LIFE-SAFETYPLANS211.0402.12.2014ASAGHMAINTENANCE ADDITION360503.05.2014
118" R
METAL KEY WAY PLATE
SEAL WITH
JOINT MATERIAL
DEFORMED TIE BARS
#4x 18", 18" O.C.
TYPE 'D'
LONGITUDINAL.lOINT
LOHGfTUDINAL JOINTS SHALL BE REQUIRED ONL r
ON 7HE CENTFRUNE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED
SEAL WIEXPANSION
JOINT MATERIAL
1/4" R
RECYCLED MATERIAL, 3/4"
THICK AS MANUFACTURED
BY J.0 . RUSSELL COMPANY,
OR APPROVED EQUAL
3" LONG METAL OR PLASTIC CAP, INSIDE
DIAMETER TO BE 1/16n GREATER THAN
DIAMETER OF DOWEL BAR. CAP MUST BE
LONG ENOUGH TO COVER 2" OF DOWEL
AND HAVE STOP SO ENO OF CAP IS 1"
FROM END OF BAR.
TYPE 'G'
.... ~ .... :Ef\i : 6~ ~~ ~m
3" (TV•+-----+--------
CURB ·11 I
#4 BARSi\18" C.C. THE REB SAT EVERY RS INTERSECTION SHALL BE
18" C.C. TYP TIED 100 PER CENT
0 m m< ~ m> ~~ ~;;; .L_-J=l=~i--!=~~r¥----/ f=.-J..-,-----1----\ 30L.~ .. ~ TYPE "O" J INT
TIE BARS 18" LON SEE OETA
TYPE "G" JOI T I
20' MAX. TYPE "B" JOINT (TVP)
!===l===<;==='=J
CURB
TYPICAL [OINT & REINFORCEMENT LAYOUT
SMOOTH DOWEL BAR 3/4"0 x 18", 12" o.c.
(COATED WITH HEAVY
tiREASE)
FOR CONCRETE PAVEMENT
718" 5-1/2'!... '1 314'~ .. . ···. .
L
.
1-518" l • ..
,J .. . • . ..·; . .
L .. 314
3 1-112.J
METAL KEY WAY PLATE
NOTE: EXPANSION JOINTS AS SHOWN AND AT EACH
RADIUS POINT. CURB EXPANSION JOINTS
SHALL BE AT 60' CENTERS. CURB CONTROL
JOINTS SHALL BE AT 10'CENTERS.
EXPANSION & CONSTRUC170N [0/NT
SAWED OR FORMED, SEAL
WITH JOINT MATERIAL,
SEALING NOT REQUIRED
IN CURBS
3/8"R 1 r 1/8" TO 3/16"
_cr314"
,ti,'::·":•· J;, ~.~!;;, .~;;;• :;;,.,:;:i·,<.=!:" 6" MIN. ---,
#4 BARS, 18" O.C.E.W.
TYPE"B"
CONTRA Cf JON !OINT
TYPE nB" JOINT
BACK OF CURB
TYPE nB" JOINT TYPE "'G" JOINT AT
FUTURE EXTENSION
OR AT PROP. WORK (TYP)
TYP!CALJOINTLA YOUTAT
CONCRETE INTERSECTION
CONCRETE PAVEMENT JOINT LAYOUT
Crrr C)F BRYAN
11"f;o.dlilr,'l<-Jioi..:
OATE
AUG. 2012
tl
6 .. T
3"
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l_~ 3" r-
B/CS UNIFIED
STANDARD DETAIL
R=3"
OET AIL NO.
ST3-00
/ #4 BARS@ 18" CIC
~ 6112"~
DOWELLED IN CURBS DETAIL
OAT(
AUG. 2012 B/CS UNIFIED
STANDARD DETAIL
OElAJ.L NO.
ST1-02
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#4 BARS
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GRAVEL OR
CONC.
PAVEMENT
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\V'NTS
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1-6--1
9" 12~
6" MIN I/ 4" THICK CONCRETE RIPRAP IL___, UNIT LENGTH VARIES
.·: :,: .· ~~:;::_ ••••.•.• ;.;:.~;::::::j
}····•:":•. CEMENT STABILIZED
BEDDING AND
BACKFILL
MULTIPLE PIPE INST ALLA TlON
REINF TO HA VE
1" MIN COVER 5"
MIN
f--<;:=~""-f' : ... '· :·.· :._-.. .•. · ...
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; .. ·. .. ·. .~ •. ·.
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SECTION A-A
SAFETY PIPE
[ 18" MAX
EQ SPA AT ta• MAX
r-o· I -~SAFETY
PIPE RUNNER • "'
Ir
. . -. .
" " <; .
" . . . . . .
• p
OPTIONAL
STEP SLOPE
PLAN
SAFETY PIPE RUNNER
2" STANDARD NOMINAL D!A.
(2 RUNNERS/12" PIPE; 3 RUNNERS/18" PIPE)
TOP FACE OF SAFETY END TREATMENT
• "'
LINE FOR TOEWALL J~-~~-r~~--C)--~~~~~4~'7~Sl~O:P~E)--~O~P~TI~O=N:AL~C~AS~TI:N~G~~-~io~
fi FLOWLINE ~
z " • "'
5"
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LONGITUDINAL ELEVATION
NOlES:
MINIMUM REINFORCING SHALL BE #4 AT 6" (GRADE 40)
OR #4 AT 9" (GRADE 60) EACH WAY OR 6 X 6 -W12 X W12
OR 5 X 5 -W10 X W10 WELDED WIRE FABRIC.
6"
' N
CONCRETE FOR PRECAST (STEEL FORMED) SECTIONS SHALL BE CLASS "C"
WITH A MINIMUM COMPRESSIVE STRENGTH OF 3600 PSI.
w
Q: ci a. .
I
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HEIGHT PS
INDICATED
ON 'K-fE OO!NBOST
Li-111.,..,,111""""'11
All STEEL COMPONENTS EXCEPT REINFORCING, SHALL BE GALVANIZED AFTER
FABRICATION. 0 ~~OPED END TREATMENT
'IJ111 11 •• ;~-
'11=111
12"
1YP.
BALL & SOCKET
HINGE
3/8" INTERMEDIATE
POST
NOTE: All CORNER, ANGLE, END OR PULL POSTS SHALL BE 2 7 /8" 0 ~sHAIN LINK FENCE AND WALK GATE DETAILS
0 OUTSIDE
V INSIDE
1'-2"
7'
NOTE:
NINE(9) GAUGE FABRIC FOR All FENCING &
GATES. PER TECH SPEC. 32 31 13.
f-----------------------37'-0"------------------------l
'--=============================================r=======~~~~~~~~Is"MM . .§===e· TO OPEN = a 0 = " 0 9
l-----==:::::=-------26' CLEAR------------~+.------10'-6"'--------1--1 r:r:
GATE PLAN 6" MM.J ~UILDING
-------------FABRIC AREA---------------l-------TAIL ---------l 4" 0.D. POST
2" SQ ALUM
UPRIGHT
4" OD POST
A
(3) STRANDS OF POST TOP
7
(FABRIC NOT SHOWN IN TAIL)
BARBED WIRE, EA 2" SQ
CONSISTING OF 2 2" SQ ALUM 8/W ARM TYP 4" OD POST
STRAND LINE WIRE INT UPRIGHT (TYP OF 3)
W/ 4 PT BARBS 2" SQ
2" SQ
ALUM UPRIGHT
NOTES:
CHAIN LINK FABRIC
INSTALL SurTrac ALUMINUM
CANTILEVERED SLIDE GATE, MASTER
HALCO, INC. OR PRE-APPROVED EQliAL.
GATE ELEVATION
1. FOOTING WIDTH TO BE (4)X POST WIDTH. MIN DEPTH TO BE 36".
ALUM UPRIGHT
CHAIN LINK FABRIC
GUIDE ROLLER ASS'Y
.+--TRUCK /lSS'Y
(TYP OF 2)
ALUM TRACK/RAIL
2" SQ
ALUM UPRIGHT
,-...,e--CABLE TRUSS
l 4 .. NOMINAL
CLEARANCE
__..-GATE
SECTION A-A
E DIA
SAFETY PIPE RUNNER
..
H° THREADED INSERT __ __,,
INSTALLATION DETAIL
FOR PIPE RUNNERS
...._
w
U')
0
co
I w a::::
0
N •
L{)
0 •
P!Pt DIA ~ ?"GALVANIZED STEEL BOLTS
SAFITT PIPE WITH WASHERS AND INSERTS RUNNER TOP LINE OF
~"'.';~~~/ ===-_l _ _:_S~AFITf PIPE RUNNER
.g'~ ~ •V .~Ft . t>'. : t> Q .-H' 1HREADED . •
Q fij INSERT ::...,...,....-(
'io ~ FLOWLINE . ..
~ f? ./'--'-'-'-=-'--''--l ---+-...L.-
-Q ~~
END DETAILS FOR
INSTALLATION
OF PIPE RUNNERS
NEW ASPHALT
PAVEMENT 12"1
FORM FOR CONCRETE
PAVEMENT TO BE REMOVED
PRIOR TO PLACING BASE AND
ASHPHALT PAVEMENT
...... -~~~~~--~ ,' .·~. · . .-·i-.. ~· ·-.·~·.".:_v ~~-: ·.··· 1
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•• 6'--i---1
@sHAIN-LINK GATE DETAILS fs\PAVING HEADER ~t<rS
THINK+ CREATE+ SUSTAIN
7607 Eastmark Drive Suite 200
College Station, TX 77840
T 979.693.3 179
F 979.693.8370
HawkinsArch.com
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_-e, .-····· .. J' ,, -*·· ··*' :*: ·-*~ ,,,. .. : ................. : ... , ~ ROBERT C. SCHMIDT ~ ,-..o·:· ...•.......... ··: .. ,,,.
,....... 50465 .,~ ... , ,.._ • 1l: • ...,,,. •,4".··.('01 "'~~--~-,~··.STE~.·~.: t ss,1;0 · · ·· · .,,¥-~ ... 1t NAL~ ....... , ~c-~'L,zy
5{C•//3
(
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O'Malley Engineers
TBPE No. F-3244
203 S. Jackson
Brenham, Texas 77833
(979) 836· 7937
Fax (979) 836-7936
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Date : A ril 05, 2013
Pro· eel Number: 211.08
Drawn b : AS/AGH
Checked by: AGH
MISC.
DETAILS 1
C2.0
3
RE-BID SET03.05.2014
46' - 1 1/2"39' - 11 7/8"7' - 6 5/8"19' - 3 3/8"30' - 0"PROPOSEDMAINTENANCE YARD15' - 0"15' - 0"15' - 0"26' - 0"STORAGE BINSPOLE LIGHT(RE: SHEET E1.1 NOTE 4)NEW 6' FENCE (RE: CIVIL)w/ 3 STRAND BARB WIRECOMPACTED MILLINGS - BASE BID(ALT # BID = ASPHALT)NEW EXPANSION(2 BAYS, APPROX. 2,760 SF)NEW CONCRETE DRIVE (RE: CIVIL)NEW CHAIN-LINK ROLLING GATE (RE: CIVIL)TYPICAL CSTX 4-YARD DUMPSTER (4'-0"x6'-0") (N.I.C.)HARDI-PLANK FENCE (PAINTED)DUMPSTER ENCLOSURE(RE: 3/A1.2)NEW COVERED AREA(RE: 2/1.2)NEW 4' - 6" CHAIN-LINK GATENEW SIDEWALK EXTENSIONEXISTING MAINTENANCE SHOPEXISTING CONCRETE DRIVEEXISTING TRANSFORMER PAD (PROTECT)EXISTING FIRE HYDRANTNEW CONCRETE DRIVE29' - 11 5/8"14' - 1 5/8"62' - 0 5/8"51' - 0 5/8"4' - 0"NOTESTHIS SITE PLAN IS FOR GENERAL DESCRIPTIVEPURPOSES. REFER TO CIVIL DRAWINGS FOR ALLCIVIL ITEMS.SHOULD THIS SHEET AND THE CIVIL SHEET CONFLICT,CIVIL SHEETS SHALL OVERRIDE.LOCATION OF POLE LIGHT MUST BE WITHIN 5'-0" OFWHAT IS SHOWN ON THIS PLAN.123PLAN NORTHNNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A1.0SITE PLAN211.0402.12.2014ASAGHMAINTENANCE ADDITION361003.05.20142/11/20141SCALE: 1" = 20'-0"SITE PLAN111
1245ABCDPROTECT EXISTINGFIBER BOX & PANELGENERAL: NOTES TO MEP DEMOLITION ON THIS SHEET ARE ONLYGENERALIZED. REFER TO MEP SHEETS FOR ALL MECHANICAL,ELECTRICAL, & PLUMBING DEMOLITION.GENERAL: REMOVE ANY EXISTING CHALKBOARDS, & TACKBOARDS ANDSTORE FOR RE-USE.GENERAL: CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER SHORING,SAFETY AND STABILITY OF ALL AREAS DURING AND AFTER DEMOLITION.AFFECTED AREAS SHALL BE KEPT TO A MINIMUM.PRESERVE & PROTECT EXISTING WALLS, STRUCTURE, ETC.REMOVE EXISTING EXTERIOR WALL (PREPARE FOR NEW CONSTRUCTION)GGG52341REMOVE EXISTING MILLWORK, SALVAGE FOR REUSE BY OWNERDEMOLITION NOTESREMOVE EXISTING DOOR HARDWARE AND FRAME. PREPARE FORNEW INFILL.DEMO REQUIRED PORTION OF EXISTING WALL TO PREPARE FOR NEWDOOR OR WINDOW.P1. BUILDING WILL BE OCCUPIED DURING ALL PHASES OF CONSTRUCTION.P2. CONTRACTOR SHALL TAKE INTO CONSIDERATION ANY/ALL OPTIONSIN PHASING OF CONSTRUCTION TO LIMIT INTERFERENCE AND/ORINTERRUPTION OF SERVICE AND USABILITY OF EXISTING BUILDING.PHASING NOTESP3. PRIOR TO COMMENCEMENT OF MAJOR PHASES OF WORK,CONTRACTOR SHALL COORDINATE WITH OWNER.PLAN NORTHNNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A1.1DEMOLITIONPLAN211.0402.12.2014ASAGHMAINTENANCE ADDITION361103.05.2014SCALE: 3/16" = 1'-0"EXISTING FLOOR PLAN DEMOLITION14423451544444444444444
FEC
FECA2.11A2.13A2.14A2.121245ABCD2A3.13A3.17861A3.12' - 0"13' - 4 1/4"33' - 4 1/8"12' - 8 5/8"12' - 0"12' - 8"12' - 0"12' - 3 1/2"16' - 11 3/4"12' - 3 1/2"10' - 0"17183E2E81E6E94E7E1213141910115E34' - 11 1/2"13' - 2 3/4"16' - 11"26' - 8 1/2"7' - 6 1/2"167 SFOffice04448 SFBreak Room06196 SFTool07196 SFStorage08121 SFRestroom03121 SFRestroom021664 SFBay 10575 SFFuel1175 SFChemical12121 SFStorage01BCBCCREFABCD3' - 0"6' - 0"3' - 0"2' - 0"2' - 0"2' - 4"10' - 5 7/8"1' - 5 7/8"EXISTING NEWA2.231421170 SFBay 2091274 SFBay 310CCCD6 5/8"8' - 6 1/4"A5.53SimA5.53SimA5.53SimA5.53SimA2.253' - 0 1/4"A151647' - 11 5/8"10' - 2"5' - 2"62' - 0 5/8"9' - 0"12' - 0"9' - 0"9' - 0"12' - 0"9' - 0"1' - 6"3' - 0"3' - 0"7 5/8"7 5/8"1111111EXISTING NEW91011EFGA2.15A2.169' - 3"9' - 3"14' - 4"14' - 4"29' - 11 5/8"20' - 0"WALL TYPES LEGENDABCEXISTING WALL3-5/8" GYP + PLYWOOD WALLRE: 2/A5.1RE: 3/A5.16" NOMINAL CMU WALL3-5/8" PLYWOOD WALL8" NOMINAL CMU WALLRE: 4/A5.1RE: 5/A5.1DHARDI-PLANK DUMPSTER ENCLOSURE WALLRE: 11/A5.1EF3-5/8" GYP WALLRE: 1/A5.1NOTEA. DIMENSIONS ARE MEASURED STUD TO STUD, BLOCKFACE TO BLOCK FACE, AND COLUMN LINE TOCOLUMN LINE.A2.1916' - 8 1/2"16' - 5 3/4"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"A2.18A2.17FKEYED NOTESFURNITURE, ELECTRONICS, AND ANY SPECIALTYEQUIPMENT FURNISHED BY OWNER.1PLAN NORTHNNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A1.2FLOOR PLAN211.0402.12.2014ASAGHMAINTENANCE ADDITION361203.05.2014SCALE: 3/16" = 1'-0"PROPOSED FLOOR PLAN1SCALE: 3/16" = 1'-0"PROPOSED COVERED AREA2SCALE: 3/16" = 1'-0"DUMPSTER ENCLOSURE3
CEILING TYPES LEGENDREGULAR TYPE 1 CEILING 2 X 2 GRIDREGULAR TYPE 1 CEILING 2 X 4 GRIDEXPOSED CEILING - NO LAY IN CEILINGEXISTING WALL1 HR RATED PARTITIONMETAL SOFFITMECHANICAL PLATFORMGYPSUM BOARD ON METAL STUDA.F.F.GWB on Mtl. Stud8' - 0"A.F.F.2' x 2' ACT System with 10" gap 10"stud ply8' - 0"A.F.F.GWB on Mtl. Stud8' - 0"A.F.F.GWB+PLY on Mtl. Stud9' - 0"A.F.F.GWB+PLY on Mtl. Stud9' - 0"A.F.F.2' x 2' ACT System8' - 0"A.F.F.2' x 2' ACT System8' - 0"A.F.F.2' x 2' ACT System8' - 0"EXISTING NEWEXISTING NEW1 HOUR WALL1 HOUR WALLPLAN NORTHNNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A1.3REFLECTEDCEILING PLAN211.0402.12.2014ASAGHMAINTENANCE ADDITION361303.05.2014SCALE: 3/16" = 1'-0"REFLECTED CEILING PLAN1NEWEXISTINGEXISTINGEXISTINGEXISTINGEXPOSEDEXPOSEDTO DECK
4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"NEWDOWNSPOUTEXISTING DOWNSPOUTEXISTING DOWNSPOUTEXISTING DOWNSPOUTNEWDOWNSPOUTNEWDOWNSPOUTNEWDOWNSPOUTEXISTING DOWNSPOUTNEWDOWNSPOUTNEWDOWNSPOUTNEWDOWNSPOUTNEWDOWNSPOUTDOWNSPOUTEXISTING NEWNEW 4" X 4"BOX GUTTERNEW 4" X 4" BOX GUTTERSTANDING SEAM METAL STANDING SEAM METALSTANDING SEAM METALEXISTING ROOFNEW 4" X 4" BOX GUTTER ALONGFRONT OF EXISTING ROOFRIDGE CAPRef. 2/A5.362' - 0 5/8"51' - 0 5/8"EXISTING NEWPLAN NORTHNNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A1.4ROOF PLAN211.0402.12.2014ASAGHMAINTENANCE ADDITION361403.05.2014SCALE: 3/16" = 1'-0"ROOF PLAN1
ABCD3A3.1Top of Eave - New20' - 0"A.F.F.0' - 0"3' - 0"METAL WALL PANELSSTANDING SEAMMETAL ROOFTop of Block7' - 10"19124Top of Ridge28' - 1 25/32"NEW DOWNSPOUTNEW GUTTERNEW GUTTERSPLIT FACE CMU(COLOR 1)SPLIT FACE CMU(COLOR 2)NEW HM DOOR2/A2.13/A2.112452A3.178Top of Eave - New20' - 0"61A3.1A.F.F.0' - 0"3' - 0"15' - 9 3/4"6' - 8 1/4"SPLIT FACE CMU(COLOR 1)METAL PANELSTANDING SEAMMETAL ROOFTop of Block7' - 10"6' - 0"25' - 0 1/2"STEELBURGLAR BARS9ANEW EXISTINGWINDOWNEW HMDOORNEW OVERHEADDOORNEW OVERHEADDOORTop of Ridge28' - 1 25/32"SPLIT FACE CMU(COLOR 2)EXISTINGDOWNSPOUTEXISTING GUTTERNEW GUTTERNEW DOWNSPOUT4/A2.11/A2.1NEW EXISTING12452A3.178Top of Eave - New20' - 0"61A3.1A.F.F.0' - 0"16' - 8 5/8"12' - 0"2' - 4"3' - 0"12' - 8"12' - 0"10' - 5 7/8"Top of Block7' - 10"27' - 11 3/4"21' - 7 1/4"5E6E7E121314EXISTING NEWSTANDING SEAM METAL ROOFNEW DOWNSPOUTNEW DOWNSPOUTNEW DOWNSPOUTNEW GUTTERSPLIT FACE CMU(COLOR 2)SPLIT FACE CMU (COLOR 1)Top of Ridge28' - 1 25/32"NEW OVERHEADDOORNEW DOWNSPOUTNEW HM DOORNEW OVERHEADDOORNEW DOWNSPOUTNEW GUTTERNEW DOWNSPOUT1/A2.14/A2.1EXISTING NEWABCD3A3.1Top of Eave - New20' - 0"A.F.F.0' - 0"47' - 11 5/8"STANDING SEAMMETAL ROOFMETAL PANEL WALLTop of Block7' - 10"1E124124NEW DOWNSPOUTTop of Ridge28' - 1 25/32"NEW DOWNSPOUTNEW DOWNSPOUTNEW GUTTEREXISTING GUTTEREXISTINGDOWNSPOUTNEW GUTTERNEW GUTTER3/A2.12/A2.191011A.F.F.0' - 0"9' - 3"9' - 3"12' - 2"PAINTED STEEL PIPECOLUMNS(RE: STRUCTURAL)121R-PANEL ROOF DECKRE: STRUCTURAL11' - 2"1' - 9"1' - 9""Z" PURLINSRE: STRUCTURALEFGA.F.F.0' - 0"14' - 4"14' - 4"6' - 5 7/8"2' - 0"2' - 0"2' - 2"4' - 0"4' - 0"4' - 0"4' - 0"16' - 5 3/4"6' - 5 7/8"16' - 8 1/2"6' - 5 7/8"NCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A2.1BUILDINGELEVATIONS211.0402.12.2014ASAGHMAINTENANCE ADDITION361503.05.20143.5.20141SCALE: 1/8" = 1'-0"ELEVATION EAST1SCALE: 1/8" = 1'-0"ELEVATION NORTH2SCALE: 1/8" = 1'-0"ELEVATION SOUTH3SCALE: 1/8" = 1'-0"ELEVATION WEST4SCALE: 1/4" = 1'-0"ELEVATION SOUTH - PROPOSED COVERING5SCALE: 1/4" = 1'-0"ELEVATION EAST - PROPOSED COVERING6SCALE: 1/4" = 1'-0"ELEVATION WEST - DUMPSTER8SCALE: 1/4" = 1'-0"ELEVATION NORTH - DUMPSTER7SCALE: 1/4" = 1'-0"ELEVATION EAST - DUMPSTER91
1' - 0"2' - 0"1' - 6"4' - 6"1' - 6"1' - 0"4' - 6"1' - 0"3' - 0"3' - 0"3' - 0"1' - 6"2' - 6"1' - 4"2' - 8"MILLWORK48" MAX.114' - 6"1' - 6"6' - 0"1' - 6"1' - 0"1' - 0"3' - 0"3' - 0"1' - 6"3' - 0"3' - 0"1' - 6"3' - 0"3' - 0"1' - 6"1' - 6"6' - 0"1' - 6"6' - 0"2' - 8"1' - 4"2' - 6"1' - 6"6' - 0 5/8"MILLWORK4' - 0"11113' - 0"3' - 0"1' - 0"1' - 0"1' - 0"1' - 8"2' - 10"2' - 6"1' - 0"5' - 4"2' - 8"AMILLWORKHM WINDOWMILLWORK1112' - 10"2' - 0"8' - 2"8MILLWORK13' - 0 1/4"1' - 6"6' - 0"1' - 6"1' - 6"2' - 6"1' - 4"2' - 8"MILLWORK3' - 0"3' - 0"3' - 0"IT EQUIPMENT2' - 0"1KEYED NOTESFURNITURE, ELECTRONICS, AND ANY SPECIALTYEQUIPMENT FURNISHED BY OWNER.1NCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A2.2INTERIORELEVATIONS211.0402.12.2014ASAGHMAINTENANCE ADDITION361603.05.2014SCALE: 1/2" = 1'-0"Break Room Elevation3SCALE: 1/2" = 1'-0"Break Room Elevation1SCALE: 1/2" = 1'-0"Break Room Elevation4SCALE: 1/2" = 1'-0"Break Room Elevation2SCALE: 1/2" = 1'-0"Office Elevation5
ABCDTop of Eave -Existing13' - 7 1/32"3A3.1Top of Eave - New20' - 0"A.F.F.0' - 0"A3.21A3.23A5.32A3.221664 SFBay 105448 SFBreak Room064E3E8EXISTINGHM DOOREXISTINGHM DOORNEWHM DOORABCDTop of Eave -Existing13' - 7 1/32"3A3.1Top of Eave - New20' - 0"A.F.F.0' - 0"A3.24A3.25Top of Block7' - 10"A5.32SimTop of Ridge28' - 1 25/32"1274 SFBay 310NEW HM DOOR1110STEEL BOLLARDRef: 3/A5.5NEW HM DOOREave - Entrance10' - 0"12452A3.1Top of Eave -Existing13' - 7 1/32"78Top of Eave - New20' - 0"61A3.1A.F.F.0' - 0"A3.31A3.33Top of Block7' - 10"75 SFChemical12196 SFTool07448 SFBreak Room06167 SFOffice04Top of Ridge28' - 1 25/32"A3.32A3.34A3.35A5.1101274 SFBay 3101170 SFBay 209STEEL BOLLARDRef: 3/A5.5STEEL BOLLARDRef: 3/A5.5MILLWORKNEW OVERHEADDOORNEW OVERHEADDOORNEWHM DOORPEMB STEEL FRAMING131412NEW EXISTINGNEW EXISTING
NCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A3.1FULL BUILDINGSECTIONS211.0402.12.2014ASAGHMAINTENANCE ADDITION361703.05.201408.08.20131SCALE: 3/16" = 1'-0"BUILDING SECTION1SCALE: 3/16" = 1'-0"BUILDING SECTION2SCALE: 3/16" = 1'-0"BUILDING SECTION311
A5.33A5.35OVERHEAD DOORREF: 11/5.2A5.31A5.34PRE-FINISHED METALDOWNSPOUTA5.36A5.37A5.38VINYL-BACKED INSULATIONFOAM-FILLED INSULATIONPRE-FINISHED METALDOWNSPOUTSTANDING SEAM METAL ROOFVINYL FACE BATT INSULATIONMETAL WALL PANELPEMB STEEL FRAMING8" X 8" X 16" SPLITFACE CMUMILLWORKA5.33SimA5.41A5.42STANDING SEAM METAL ROOFMETAL "Z" PURLINVINYL-BACKED INSULATIONA5.43A5.36SimA5.44STRUCTURAL STEELFRAMINGVINYL-BACKEDINSULATIONMETAL WALLPANELFOAM-FILLEDINSULATIONPRE-FINISHED METALDOWNSPOUTSTANDING SEAM METAL ROOFMETAL "Z" PURLINVINYL-BACKED INSULATION3/4" PLYWOOD5/8" GYPSUMWALLBOARDBATT INSULATION3-5/8" CHANNELSTUD3-5/8" METAL STUDA5.55NCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A3.2FULL WALLSECTIONS211.0402.12.2014ASAGHMAINTENANCE ADDITION361803.05.201408.05.20131SCALE: 3/4" = 1'-0"FULL WALL SECTION1SCALE: 3/4" = 1'-0"FULL WALL SECTION3SCALE: 3/4" = 1'-0"FULL WALL SECTION4SCALE: 3/4" = 1'-0"FULL WALL SECTION5SCALE: 3/4" = 1'-0"FULL WALL SECTION211BAY 1 BREAK ROOM BREAK ROOMBAY 2 & 3 BAY 2 & 3
A5.45A5.46A5.47VINYL-BACKEDINSULATIONMETAL WALL PANELFOAM-FILLEDINSULATION8" X 8" X 16" SPLITFACE CMUMETAL GIRTVINYL-BACKEDINSULATIONSTANDING SEAMMETAL ROOFMETAL "Z" PURLINA5.51A5.52METAL GIRTPEMB STEELFRAMINGVINYL-BACKED INSULATIONMETAL WALL PANELSTANDING SEAMMETAL ROOFVINYL-BACKEDINSULATIONA5.17BOLLARD3-5/8" CHANNELSTUDBATT INSULATIONA5.54GYPSUM BOARDCEILING5/8" GYPSUMWALLBOARDBATT INSULATION3-5/8" METAL STUD3-5/8" CHANNELSTUDMILLWORKA5.56A5.21SimA5.26SimDOOR9' - 1 3/8"NCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A3.3FULL WALLSECTIONS211.0402.12.2014ASAGHMAINTENANCE ADDITION361903.05.201408.08.20131SCALE: 3/4" = 1'-0"FULL WALL SECTION1SCALE: 3/4" = 1'-0"FULL WALL SECTION3SCALE: 3/4" = 1'-0"FULL WALL SECTION2SCALE: 3/4" = 1'-0"FULL WALL SECTION4SCALE: 3/4" = 1'-0"FULL WALL SECTION511
5 5/8"6" X 8" X 16" CMU6" X 8" X 16" CMU4" WALL BASE (Re.SCHEDULE)12" MINDOUBLE 6" X 8" BONDBEAMCEILING GRIDBRACKETFINISHED CEILING(3/4 X 24 X 24)SINGLE 8" X 8" BONDBEAM7 5/8"8" X 8" X 16" SPLITFACE CMU8" X 8" X 16" SPLITFACE CMU4" WALL BASE (Re.SCHEDULE)FOAM-FILLEDINSULATION5/8"BATTINSULATION3-5/8" METAL STUDCAULKINGBATT INSULATION3-5/8" CHANNELSTUD3 5/8"3/4"3/4" PLYWOOD3/4" PLYWOOD5/8" GYPSUMWALLBOARD5/8" GYPSUMWALLBOARD12" MIN4" WALL BASE (Re.SCHEDULE)CEILING GRIDBRACKETFINISHED CEILING(3/4 X 24 X 24)BATT INSULATION3-5/8" METAL STUDCAULKINGBATT INSULATION3-5/8" CHANNELSTUD3/4"3 5/8"3/4"3/4" PLYWOOD3/4" PLYWOOD12" MIN4" WALL BASE (Re.SCHEDULE)FINISHED CEILING(3/4 X 24 X 24)CEILING GRIDBRACKETGYPSUM BOARDCEILING3/4" PLYWOOD3/4" PLYWOOD3/4"1 1/2"3"HARDI-PLANK SIDING - STAINED - COLOR: LIGHT MIST2X4 (MARINE GRADE)FACE NAILFACE NAIL3" X 3" X 1/4" THICKGALV. STEEL TUBE1 1/2"HARDI-PLANK TRIM - STAINED - COLOR: LIGHT MIST3/4" PLYWOOD(MARINE GRADE)3/4" PLYWOOD(MARINE GRADE)2X4 (MARINE GRADE)2X4 (MARINE GRADE)2X4 (MARINE GRADE)HARDI-PLANK SIDING - STAINED - COLOR: LIGHT MISTHARDI-PLANK TRIM - STAINED - COLOR: LIGHT MIST3" X 3" X 1/4" THICKGALV. STEEL TUBE5/8" PLYWOOD5/8" GYPSUM BOARD5/8" GYPSUM BOARDDOUBLE 6" X 8" BONDBEAM6" X 8" X 16" CMU5/8"5/8" GYPSUMWALLBOARD5/8" GYPSUMWALLBOARD12" MIN4" WALL BASE (Re.SCHEDULE)CEILING GRIDBRACKETFINISHED CEILING(3/4 X 24 X 24)3 5/8"5/8"NCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A5.1TYPICAL WALLSECTIONS211.0402.12.2014ASAGHMAINTENANCE ADDITION362003.05.2014SCALE: 3" = 1'-0"TYPICAL WALL SECTION4SCALE: 3" = 1'-0"TYPICAL WALL SECTION5SCALE: 3" = 1'-0"TYPICAL WALL SECTION2SCALE: 3" = 1'-0"TYPICAL WALL SECTION3SCALE: 3" = 1'-0"CEILING DETAIL7SCALE: 3" = 1'-0"TYPICAL WALL SECTION11SCALE: 3" = 1'-0"CEILING DETAIL10SCALE: 3" = 1'-0"TYPICAL WALL SECTION1
3/4" PLYWOOD5/8" GYPSUMWALLBOARDJAMB ANCHOR1 3/4" METAL DOORMETAL RUNNER "C"DOOR FRAME5"1 3/4" METAL DOORDOOR FRAMEJAMB ANCHORMETAL RUNNER "C"THRESHOLD1 3/4" METAL DOOR3/4" PLYWOODJAMB ANCHOR1 3/4" METAL DOORMETAL RUNNER "C"DOOR FRAME5 1/8"DOOR FRAME1 3/4" METAL DOORMETAL RUNNER "C"JAMB ANCHOR5 5/8"SINGLE 6" X 8" BONDBEAMCAULKINGDOOR FRAME1 3/4" METAL DOORJAMB ANCHOR1 3/4" METAL DOORDOOR FRAMEJAMB ANCHORCAULKING6" X 8" X 16" CMU1 3/4" METAL DOOR1 3/4" METAL DOOR6 3/4" DOUBLERABBET HM DOORFRAMEJAMB ANCHORDOOR FRAMEJAMB ANCHOR1 3/4" METAL DOORCAULKING8" X 8" X 16" SPLITFACE CMU1 COUNTERBALANCE TORSION SPRINGS2 TORSION BAR3 CABLE DRUMS4 ENDPLATES WITH SHAFT BEARING5 HORIZONTAL TRACKS6 VERTICAL TRACKS7 TRACK SUPPORT BRACKETS8 BUMPER SPRINGS9 LIFTING CABLES10 BOTTOM BRACKETS WITH CABLE ATTACHMENT11 WEATHERSTRIP12 SECTIONS13 INTERMEDIATE STILES14 END STILES15 HINGE WHEEL HOLDERS16 HINGES17 LOCK18 DOOR PANEL STRUTS19 PULL DOWN ROPE20 HORIZONTAL BRACING21 STRING ANCHOR BRACKETS22 VERTICAL BRACING23 TOP WHEEL HOLDERS7 5/8"GLAZINGHOLLOW METALWINDOW FRAMECAULKINGBURGLARBARSJAMB ANCHORGLAZINGWINDOW FRAMEBURGLAR BARSJAMB ANCHORCAULKING8" X 8" X 16" SPLITFACE CMUGLAZINGHOLLOW METALWINDOW FRAMECAULKINGJAMB ANCHORBURGLARBARS8" X 8" X 16" SPLITFACE CMUNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A5.2DOOR ANDWINDOWDETAILS211.0402.12.2014ASAGHMAINTENANCE ADDITION362103.05.2014SCALE: 3" = 1'-0"DETAIL - DOOR HEAD1SCALE: 3" = 1'-0"DETAIL - DOOR JAMB2SCALE: 3" = 1'-0"DETAIL - DOOR SILL3SCALE: 3" = 1'-0"DETAIL - DOOR HEAD4SCALE: 3" = 1'-0"DETAIL - DOOR JAMB5SCALE: 3" = 1'-0"DETAIL - DOOR HEAD7SCALE: 3" = 1'-0"DETAIL - DOOR JAMB8SCALE: 3" = 1'-0"DETAIL - DOOR SILL6SCALE: 3" = 1'-0"DETAIL - DOOR HEAD9SCALE: 3" = 1'-0"DETAIL - DOOR JAMB10SCALE: 3" = 1'-0"OVERHEAD DOOR11NOT TO SCALESCALE: 3" = 1'-0"DETAIL - WINDOW HEAD15SCALE: 3" = 1'-0"DETAIL - WINDOW JAMB16SCALE: 3" = 1'-0"DETAIL - WINDOW SILL17
METAL WALL PANELSTEEL ANGLESUPPORTSTANDING SEAMMETAL ROOFDOWNSPOUTOVERHEAD DOORVERTICAL TRACKSMETAL WALL PANELDOWNSPOUTPEMB STEELFRAMINGVINYL-BACKEDINSULATIONMETAL EAVE STRUTVINYL-BACKEDINSULATION4"X 4" BOX GUTTERFASTENERTRI-BEAD TAPE SEALERMETAL "Z" PURLINMETAL WALL PANELFINISHED CEILINGSINGLE 8" X 8" BONDBEAMSTEEL ANGLESUPPORTMETAL CLOSERTRIMR-38 BATT INSULATION5/8" GYPSUMWALLBOARD5/8" GYPSUMWALLBOARD3 5/8" CHANNEL STUDBATT INSULATION10" CHANNEL STUD(REF. STRUCTURAL)AIR SPACE3/4" PLYWOODDOWNSPOUT8" X 8" X 16" SPLITFACE CMUMILLWORKSTANDING SEAMMETAL ROOFMETAL "Z" PURLINPRE-FINISHED METALRIDGE CAPVINYL-BACKEDINSULATIONPEMB STEELFRAMINGMETAL WALL PANELPRE-FINISHEDMETAL SOFFIT PANELSTRUCTURALMEMBERPRE-FINISHEDDOWNSPOUTSTANDING SEAM METAL ROOF4"X 4" BOX GUTTERDOWNSPOUTOVERHEAD DOORMETAL WALL PANELVINYL-BACKEDINSULATIONVERTICAL TRACKSSTEEL ANGLESUPPORTMETAL CLOSER TRIMNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A5.3ARCHITECTURALDETAILS211.0402.12.2014ASAGHMAINTENANCE ADDITION362203.05.20148/5/20131SCALE: 3" = 1'-0"SECTION DETAIL3SCALE: 3" = 1'-0"SECTION DETAIL5SCALE: 3" = 1'-0"SECTION DETAIL6SCALE: 3" = 1'-0"SECTION DETAIL7SCALE: 3" = 1'-0"SECTION DETAIL8SCALE: 3" = 1'-0"SECTION DETAIL2SCALE: 3" = 1'-0"SECTION DETAIL1SCALE: 3" = 1'-0"SECTION DETAIL41
METAL WALL PANELVINYL-BACKEDINSULATIONPEMB STEELFRAMINGMETAL CLOSER TRIMSINGLE 8" X 8" BONDBEAM8" X 8" X 16" SPLITFACE CMUFOAM-FILLEDISULATIONDOWNSPOUTPEMB STEELFRAMING8" X 8" X 16" SPLITFACE CMUSINGLE 8" X 8" BONDBEAM8" X 8" X 16" SPLITFACE CMUMETAL CLOSERTRIMSTEEL ANGLESUPPORTMETAL PANELDOWNSPOUTMETAL "Z" PURLINSTRUCTURALMEMBERVINYL-BACKEDINSULATIONSTANDING SEAM METAL ROOFVINYL-BACKED INSULATIONPEMB STEELFRAMINGMETAL WALL PANELCONTINUOUS CLEATBOX RAKERAKE ANGLEFLOATING RAKE SUPPORTTRI-BEAD SEALERFASTENER5/8" GYPSUM BOARD5/8" GYPSUMWALLBOARD3-5/8" METAL STUD3-5/8" CHANNELSTUD5/8" GYPSUMWALLBOARD5/8" GYPSUM BOARD5/8" FIRE-TREATED PLYWOODBATT INSULATION3-5/8" METAL STUD8" X 8" X 16" SPLITFACE CMUFOAM FILLEDINSULATIONNCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A5.4ARCHITECTURALDETAILS211.0402.12.2014ASAGHMAINTENANCE ADDITION362303.05.20142/12/20141SCALE: 3" = 1'-0"SECTION DETAIL1SCALE: 3" = 1'-0"SECTION DETAIL2SCALE: 3" = 1'-0"SECTION DETAIL3SCALE: 3" = 1'-0"SECTION DETAIL4SCALE: 3" = 1'-0"SECTION DETAIL5SCALE: 3" = 1'-0"SECTION DETAIL6SCALE: 3" = 1'-0"SECTION DETAIL71
VINYL-BACKEDINSULATIONSTANDING SEAMMETAL ROOFMETAL "Z" PURLINVINYL-BACKEDINSULATIONSTRUCTURALMEMBERBOX RAKERAKE ANGLEFLOATING RAKE SUPPORTTRI-BEAD TAPE SEALERFASTENERCONTINUOUS CLEATMETAL WALL PANELPEMB STEELFRAMINGMETAL "Z" PURLINVINYL-BACKEDINSULATIONVINYL-BACKEDINSULATIONSTANDING SEAM METAL ROOF(EXISTING)METAL GIRTMETAL PANELPARAPET RAKEFASTENERTRI-BEAD TAPE SEALERPARAPET RAKE CLEATMETAL TRIMFLOATING RAKESUPPORTPEMB STEELFRAMING2'-5"6"4"3'-0"PLUG TO PREVENTCONCRETE FROMFILLING 5" PIPE5" 0 40 STEEL PIPEHOT DIP, GALV,AFTER FABRICATION1/2" EXP. JNT.w/ SEALANT @ TOP4 0 40 STEEL PIPEHOT DIP, GALV.AFTER FABRICATION(PAINTED)20" 0 DRILLEDCONCRETEFOOTINGSTABILIZED &COMPACTED FILL//CONCRETE SLAB/5/8" GYPSUMWALLBOARDCEILING GRIDBRACKETFINISHED CEILING3-5/8" METAL STUDBATT INSULATION3/4" PLYWOODAIR SPACE3/4" PLYWOODR-38 BATT INSULATION10" METAL STUD(REF: STRUCTURAL)10" CHANNEL STUD(REF. STRUCTURAL)3/4" PLYWOOD3-5/8" METAL STUD5/8" GYPSUMWALLBOARDFINISHED CEILINGCEILING GRIDBRACKETBATT INSULATION3-5/8" CHANNELSTUDAIR SPACER-38 BATT INSULATION3/4" PLYWOOD10" METAL STUD(REF. STRUCTURAL)10" CHANNEL STUD(REF. STRUCTURAL)GYPSUM BOARDCEILINGFINISHED CEILINGCEILING GRIDBRACKETCEILING GRIDBRACKETBATT INSULATION3/4" PLYWOODAIR SPACE3/4" PLYWOODR-38 BATT INSULATION10" METAL STUD(REF. STRUCTURAL)3-5/8" CHANNELSTUD10" CHANNEL STUD(REF. STRUCTURAL)NCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A5.5ARCHITECTURALDETAILS211.0402.12.2014ASAGHMAINTENANCE ADDITION362403.05.201408.05.20131SCALE: 3" = 1'-0"SECTION DETAIL1SCALE: 3" = 1'-0"SECTION DETAIL2SCALE: 1 1/2" = 1'-0"STEEL BOLLARD DETAIL3SCALE: 3" = 1'-0"CEILING DETAIL5SCALE: 3" = 1'-0"CEILING DETAIL6SCALE: 3" = 1'-0"CEILING DETAIL4111
3' - 0"7' - 0"6' - 0"7' - 0"3' - 0"7' - 0"12' - 0"16' - 0"6' - 0"3' - 6"3' - 0"G-1SCWDDOOR TYPESHMALGLALUMSOLID CORE WOOD DOORHOLLOW METALALUMINUM GLAZED DOORALUMINUMHM-180DOOR TYPE NAMING CONVENTIONDOOR MATERIALFIRE-RATED(REFER TO FIRE RATINGS)AFIRE RATINGSBC100 SQ. INCHES PER LEAF100 SQ. INCHES PER LEAF1296 SQ. INCHES PER LITEREFER TO LOCAL CODESUL LABELRATINGRATING MAX GLASS AREAREFER TO LOCAL CODESSSMOKES3 HR1 1/2 HR3/4 HR1 1/2 HR3/4 HR1/3 HR180904590E45E20DE1296 SQ. INCHES PER LITEP-LAM SOLID CORE PLASTIC LAMINATEG-1G-2G-3G-4G-51/4" DBL PANE LOW-E GLASS1/4" TEMPERED GLASS1/4" THICK GLASS1/4" THICK DOUBLE PANE GLASSFIRE RATED GLASSGLAZING LEGENDTYPE DESCRIPTIONSTAINC = STAINED CONCRETECONC = SEALED CONCRETECRPT = CARPETCRT = CERAMIC TILEVCT = VINYL COMPOSITION TILERES = 4" RESILIENT RUBBER BASE IMRB = 5/8" IMPACT & MOISTURE RESISTANT GYPSUM BOARDGBD = 5/8" FC GYPSUM BOARDEXST = EXISTING WALLCMU = CONCRETE MASONRY UNITPB-1 = PNT SEMI-GLOSS ENAMELPB-2 = EPOXY PAINTSAS = SUSPENDED ACOUSTICAL SYSTEMEXP = EXPOSED STRUCTURET-1 = 2 x 2 x 1/2" FIBERGLASS REINFORCEDT-2 = 4 x 2 x 1/2" FIBERGLASS REINFORCEDGYP = PAINTED/TEXTURED GYPSUMMRB = PAINTED/TEXTUEDCRT = CERAMIC TILERBR = RUBBER SHEET FLOORINGMRB = 5/8" MOISTURE RESISTANT GYPSUM BOARDPB-3 = SEALEDPLY = PLYWOODFLOORBASEWALLSFINISHESCEILINGMATERIALS LEGENDA) STEEL 2" FRAME WITH 2" HEAD1) WIDTH = 4 3/4" THROAT = 3 3/4"2) WIDTH = 5 3/4" THROAT = 4 7/8"3) WIDTH = 6 3/4" THROAT = 5 3/4"4) WIDTH = 7 3/4" THROAT = 6 3/4"FRAME TYPES5) WIDTH = 8 1/4" THROAT = 7 1/4"6) WIDTH = 8 3/4" THROAT = 7 3/4"A1-180FRAME TYPE NAMING CONVENTIONFRAME TYPEFRAME SUB-TYPEFIRE-RATED(REFER TO FIRE RATINGS)B) STEEL 2" FRAME WITH 4" HEAD1) WIDTH = 4 3/4" THROAT = 3 3/4"2) WIDTH = 5 3/4" THROAT = 4 7/8"3) WIDTH = 6 3/4" THROAT = 5 3/4"4) WIDTH = 7 3/4" THROAT = 6 3/4"5) WIDTH = 8 1/4" THROAT = 7 1/4"6) WIDTH = 8 3/4" THROAT = 7 3/4"NCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A6.1ARCHITECTURALSCHEDULES211.0402.12.2014ASAGHMAINTENANCE ADDITION362503.05.2014DOOR SCHEDULEMARK # ELEVATIONDOORMATERIALDOORTHICKNESSWIDTH HEIGHTTRANSOMDIMENSIONFRAMETYPEDETAIL DRAWINGS LOCATIONGLAZINGTYPEHARDWARESETREMARKSTRNHEADDR HEAD JAMB L JAMB R SILL1E 1/A6.1 HM 0' - 1 3/4" 6' - 0" 7' - 0"A19/5.2 10/5.2 10/5.2 3/5.2EXISTING2E 3/A6.1 HM 0' - 1 3/4" 3' - 0" 7' - 0"A17/5.2 8/5.2 8/5.2 6/5.2EXISTING3E 3/A6.1 HM 0' - 1 3/4" 3' - 0" 7' - 0"A17/5.2 8/5.2 8/5.2 6/5.2EXISTING4E 3/A6.1 HM 0' - 1 3/4" 3' - 0" 7' - 0"A17/5.2 8/5.2 8/5.2 6/5.2EXISTING5E 2/A6.1 HM 0' - 1 3/4" 3' - 0" 7' - 8"A19/5.2 10/5.2 10/5.2 3/5.2EXISTING6E 4/A6.1 HM 0' - 1 3/4" 12' - 0" 10' - 2"-- -- -- --EXISTING (OVERHEAD)7E 4/A6.1 HM 0' - 1 3/4" 12' - 0" 10' - 2"-- -- -- --EXISTING (OVERHEAD)8 3/A6.1 HM 0' - 1 3/4" 3' - 0" 7' - 0"A11/5.2 2/5.2 2/5.2 6/5.29 2/A6.1 HM 0' - 1 3/4" 3' - 0" 7' - 8"B59/5.2 10/5.2 10/5.2 3/5.210 3/A6.1 HM 0' - 1 3/4" 3' - 0"7' - 0"A14/5.2 5/5.2 5/5.2 6/5.211 3/A6.1 HM 0' - 1 3/4" 3' - 0"7' - 0"A14/5.2 5/5.2 5/5.2 6/5.212 5/A6.1 HM 0' - 1 3/4" 12' - 0"16' - 0"-- -- -- --OVERHEAD DOOR13 2/A6.1 HM 0' - 1 3/4" 3' - 0" 7' - 8"B59/5.2 10/5.2 10/5.2 3/5.214 5/A6.1 HM 0' - 1 3/4" 12' - 0"16' - 0"-- -- -- --OVERHEAD DOOR15 5/A6.1 HM 0' - 1 3/4" 12' - 0"16' - 0"-- -- -- --OVERHEAD DOOR16 5/A6.1 HM 0' - 1 3/4" 12' - 0"16' - 0"-- -- -- --OVERHEAD DOOR17 3/A6.1 HM-45 0' - 1 3/4" 3' - 0" 7' - 0"B2-457/5.2 8/5.2 8/5.2 3/5.2FIRE RATED - 45 MINUTE18 3/A6.1 HM-45 0' - 1 3/4" 3' - 0" 7' - 0"B2-457/5.2 8/5.2 8/5.2 3/5.2FIRE RATED - 45 MINUTE19 2/A6.1 HM 0' - 1 3/4" 3' - 0" 7' - 0"B59/5.2 10/5.2 10/5.2 3/5.2SCALE: 1/4" = 1'-0"Interior Door 3'-0"3SCALE: 1/4" = 1'-0"Exterior Door 6'-0"1SCALE: 1/4" = 1'-0"Exterior Door 3'-0"2SCALE: 1/4" = 1'-0"Overhead Door 16'-0"4SCALE: 1/4" = 1'-0"Window A5WINDOW SCHEDULEMARKAPPROX. DIMENSIONSELEV.GLAZINGMATERIALFRAMEMATERIALDETAILSREMARKSHeight WidthHEAD JAMB JAMB MULLA 3' - 6" 6' - 0" 6/A6.1 G-112/5.2 13/5.2 14/5.2 --ROOM SCHEDULEROOMNUMBERROOM NAME Area FLOOR FINISH BASE FINISHNORTH WALL EAST WALL SOUTH WALL WEST WALLCEILINGMATERIALCEILINGFINISHCEILINGHEIGHTCommentsMATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH01Storage 121 SFEXTEXTEXT -- EXT -- EXT -- EXT -- EXTEXTEXISTING [NO CHANGE]02Restroom 121 SFEXTEXTEXT -- EXT -- EXT -- EXT -- EXTEXTEXISTING [NO CHANGE]03Restroom 121 SFEXTEXTEXT -- EXT -- EXT -- EXT -- EXTEXTEXISTING [NO CHANGE]04Office 167 SFEXTEXTEXT -- EXT -- EXT -- EXT -- EXTEXTEXISTING [NO CHANGE]05Bay 1 1664 SFEXTEXTCMU PB-1 CMU PB-1 EXT -- EXT -- EXP--EXISTING [NO CHANGE]06 Break Room 448 SFCONCPB-3CMU PB-1 GYP PB-1 GYP PB-1 GYP PB-1 SAST-107Tool 196 SFCONCPB-3CMU PB-1 PLY PB-1 PLY PB-1 PLY PB-1 GYPPB-108Storage 196 SFCONCPB-3PLY PB-1 PLY PB-1 CMU PB-1 PLY PB-1 GYPPB-109Bay 2 1170 SFCONCPB-3CMU PB-1 ---- CMU PB-1 PLY PB-1 EXP--10Bay 3 1274 SFCONCPB-3CMU PB-1 CMU PB-1 CMU PB-1 ---- EXP--11Fuel 75 SFCONCPB-3CMU PB-2 CMU PB-2 CMU PB-2 CMU PB-2 GYPPB-212Chemical 75 SFCONCPB-3CMU PB-2 CMU PB-2 CMU PB-2 CMU PB-2 GYPPB-2
NCI ES TATE0983TFOIGERDANDSRRETEEARKAWHWSAXE S TCITHG.1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comCONTRACT DOCUMENTSREVISEDDOCUMENTSProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OFSCAN HERE FORUPDATEDDRAWINGSCity of CollegeStation3101 HARVEY ROADCOLLEGE STATION, TX 77845A7.0PERSPECTIVES211.0402.12.2014ASAGHMAINTENANCE ADDITION362603.05.2014SCALE: 12" = 1'-0"PERSPECTIVE 11SCALE: 12" = 1'-0"PERSPECTIVE 22SCALE: 12" = 1'-0"PERSPECTIVE 33SCALE: 12" = 1'-0"PERSPECTIVE 44
FOUNDATION1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28DAYS AND SHALL HAVE AN APPROVED AIR ENTRAINMENT AGENT. FLY ASH MAY BECONSIDERED AT THE DISCRETION OF THE ENGINEER IF AMBIENT TEMPERATUREAT THE TIME OF POUR ARE EXPECTED TO BE IN EXCESS OF 70 DEGRESSFAHRENHEIT.2. ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE SLAB SHALL BEREINFORCED WITH #4 BARS 16 IN. OCEW OR ALT. #3 @ 12" OCEW IN ADDITION TOTHE TOP BEAM OR CANTILEVER REINFORCEMENT SHOWN IN THE SECTIONS.3. ALL BEAM DEPTHS ARE INDICATED ON THE BEAM DETAILS. EACH BEAM SHALLBE REINFORCED AS SHOWN ON THE BEAM DETAILS.4. SUPPORT FOR THE BOTTOM BEAM REINFORCEMENT SHALL BE BY NO. 3STIRRUPS AS INDICATED AND SPACED AT NOT MORE THAN 2 FEET ON CENTER.5. ALL SLAB REINFORCEMENT SHALL BE SUPPORTED WITH CHAIRS OR MASONRYBRIQUETTES AT NOT MORE THAN 6 FEET ON CENTER.6. REINFORCING BARS WILL BE SECURED AT EVERY OTHER INTERSECTION.7. LAPS AND SPLICES IN REINFORCING BARS WILL BE A MINIMUM OF 30 BARDIAMETERS.8. EXTERIOR BEAMS WILL BE AS SHOWN EXCEPT DEPTHS WILL BE INCREASED ASNECESSARY TO PENETRATE A MINIMUM OF 12 INCHES BELOW GROUND.9. INTERIOR BEAM LOCATIONS MAY BE SHIFTED NOT MORE THAN 6 INCHES WHERECONFLICTS WITH PLUMBING LAYOUTS OCCUR.10. SLAB DROPS WILL REQUIRE THAT THE BEAMS INTERSECTED BY THE DROP BEDEEPENED BY THE SAME AMOUNT WITH TRANSITIONS IN DEPTH OCCURRINGOVER A 1 TO 12 SLOPE.11. THE AREA UNDERNEATH THE SLAB AND 3 FEET BEYOND SHALL BE STRIPPEDOF VEGETATION AND OTHER ORGANIC MATTER TO A MINIMUM DEPTH OF 6 INCHESBELOW EXISTING GRADE.12. ALL FILL PLACED BELOW THE FOUNDATION SLAB SHALL HAVE A MAXIMUMPLASTICITY INDEX OF 20 OR LESS. THE MINIMUM PLASTICITY INDEX SHALL BE 5.ALL FILL SHALL BE PLACED IN MAXIMUM LIFT THICKNESSES OF SIX (6) INCHES.EACH LIFT SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY(ASTM D-698) AT A MOISTURE CONTENT -2% TO +2% OF OPTIMUM.13. WHERE LOT SHAPES REQUIRE BEAMS TO BE 4'-0" TO 5'-0" DEEP, A HORIZONTALNO. 5 BAR SHALL BE ADDED TO EACH SIDE OF THE BEAM AT MIDHEIGHT. FORDEPTHS OF 5'-0" TO 6'-0", TWO HORIZONTAL NO. 5 BARS SHALL BE ADDED TO EACHSIDE OF THE BEAM AND EQUALLY SPACED VERTICALLY. FOR BEAMS DEEPER THAN6'-0" THE ENGINEER SHALL BE CONTACTED FOR SPECIAL DESIGN.14. A 4 INCH PERVIOUS SAND OR GRANULAR LAYER MAY BE PLACED UNDER THESLAB.15. A VAPOR RETARDER SHALL BE PLACED UNDER ALL CONCRETE SLAB. THEVAPOR RETARDER SHALL BE A MINIMUM OF 10 MIL. TEARS IN THE VAPORRETARDER SHALL BE REPAIRED WITH APPROVED MASTIC OR MANUFACTURETAPE. THE VAPOR RETARDER SHALL BE CONTINUED OVER THE OUTER EDGE ANDTACKED TO FORM.16. BEAM TRENCHES SHALL BE CLEANED OF DEBRIS AND STANDING WATER PRIORTO POURING CONCRETE.17. STRUCTURAL DRAWINGS TO BE COORDINATED W/ARCHITECTURAL,ELECTRICAL, AND MECHANICAL DRAWINGS FOR ALL OPENINGS, INSERTS, ANDRELATED ITEMS.18. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM AND SHALL BEVERIFIED WITH THE FLOOR PLAN AND THE OWNER NOTIFIED IF DISCREPANCIESEXIST.19. ANY UNUSUAL CONDITIONS ENCOUNTERED AFFECTING THE FOUNDATIONSHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEERPRIOR TO CONCRETE PLACEMENT.20. FOUR CORNER BARS SHALL BE SECURELY TIED TO THE INTERSECTING BEAMBARS AT ALL EXTERIOR BEAM INTERSECTIONS. THEY SHALL BE NO. 5 BARS BENTTO A RIGHT ANGLE WITH 1'-6" LEGS. SEE (2) CORRESPONDING DETAILS.21. BASED ON ACI 318, SECTIONS 7.2 & 7.3, ALL BARS SHALL BE COLD BENT WITH AMINIMUM INTERNAL BEND RADIUS OF 6 BAR DIAMETERS EXCEPT STIRRUPS ANDTIES, WHICH SHALL BE GREATER THAN 4 BAR DIAMETERS IN REGARD TO INTERNALBEND RADII. BENDING SHALL NOT BE DONE IN FIELD U.N.O.22. FOUNDATION DESIGN BASED ON A SOIL REPORT PROVIDED BY GESSNERENGINEERING ON DECEMBER 4, 2012.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FORREINFORCEMENT FOR CAST-IN-PLACE CONCRETE CONSTRUCTION:CONCRETE PROTECTIONFOR REINFORCEMENTCONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTHCONCRETE EXPOSED TO EARTH OR WEATHER:NO. 6 THRU NO. 18 BARSNO 5 BARS & SMALLERCONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:SLABS, WALLS, JOISTSNO. 14 & NO. 18 BARSNO 11 BARS & SMALLERBEAM, COLUMNS:PRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALSTHE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALLBE THE DIAMETER OF THE BAR, BUT NOT LESS THAN ONE (1) INCH.NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE SHALL NOT BE LARGERTHAN:A. 1/5 THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS, NORB. 1/3 THE DEPTH OF SLABS, NORC. 3/4 THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCINGBARS.3 INCHES2 INCHES1.5 INCHES1.5 INCHES0.75 INCHES1.5 INCHES STRUCTURAL STEEL1. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTMA992, 50KSI. ALL PLATES, ANGLES, AND CHANNELS SHALL CONFORM TOA36.2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR SGRADE B, OR ASTM A501.3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B.4. ANCHOR BOLTS AND COLUMN CAP PLATE BOLTS SHALL CONFORM TOASTM A307, UNLESS NOTED OTHERWISE.5. CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL BEHIGH STRENGTH BOLTS WHICH MET OR EXCEED THE REQUIREMENTS OFASTSM A325, TYPE N, X, OR F. BOLTS SHALL BE DESIGNED AS BEARINGTYPE BOLTS, EXCEPT AS NOTED. BOLTS SHALL BE INSTALLED INACCORDANCE WITH THE "SNUG TIGHT" CONDITION AS OUTLINED IN THESPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490BOLTS. BOLTS SHALL HAVE A HARDENED WASHER PLACED UNDER THEELEMENT TO BE TIGHTENED. BOLTS IN BRACING CONNECTIONS, MOMENTCONNECTIONS OR OTHER CONNECTIONS NOTED ON THE DRAWINGSSHALL BE CONSIDERED TO BE "SLIP CRITICAL" BOLTS, AND SHALL BEDESIGNED AS FRICTION TYPE BOLTS. FRICTION TYPE CONNECTIONSSHALL BE TIGHTENED BY THE USE OF THE TURN-OF-THE-NUT METHOD ORTHE USE OF LOAD INDICATING TYPE BOLTS, INSTALLED IN ACCORDANCEWITH THE MANUFACTURER'S RECOMMENDATIONS.6. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALLCONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEELBUILDINGS" AND THE AISC "CODE OF STANDARD PRACTICE FOR STEELBUILDINGS AND BRIDGES. FOR THIS PROJECT, PARAGRAPH 4.2.1 OR THEAISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS ANDBRIDGES" IS HEREBY MODIFIED BY DELETION OF THE FOLLOWINGSENTENCE: THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OFALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY CONNECTIONSDESIGNED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESESHOP DRAWINGS.7. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETYSTANDARD D1.1. ELECTRODES FOR SHOP AND FIELD WELDS SHALLCONFORM TO AWS A5.1 OR AWS A5.5, CLASS E7OXX, LOW HYDROGEN.8. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ONTHE CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIORAPPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OFSPLICE AND CONNECTION TO BE MADE.9. THE CONTRACTOR SHALL NOTIFY GESSNER ENGINEERING OF ANYMISFABRICATED STRUCTURAL STEEL PRIOR TO ERECTION OF SAME.10. PENETRATIONS SHALL NOT BE CUT IN STRUCTURAL STEEL MEMBERSUNLESS SO INDICATED IN THE DRAWINGS OR AS REVIEWED BY THEENGINEER.11. HEADED CONCRETE ANCHORS SHALL BE NELSON OR KSM HEADEDCONCRETE ANCHORS (OR ACCEPTABLE EQUAL), AND SHALL CONFORM TOASTM A108, GRADES C-1010 THROUGH C-1020. ANCHORS SHALL BEAUTOMATICALLY END WELDED WITH SUITABLE STUD WELDING EQUIPMENTIN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCEWITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANYOR THE KSM WELDING SYSTEMS COMPANY.12. DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON OR KSMDEFORMED BAR ANCHORS (OR ACCEPTABLE EQUAL), AND SHALL BE MADEFROM COLD DRAWN WIRE PER ASTM A496 CONFORMING TO ASTM A108WITH A MINIMUM YIELD STRENGTH OF 70 KSI. ANCHORS SHALL BEAUTOMATICALLY END WELDED WITH SUITABLE WELDING EQUIPMENT INTHE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITHTHE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY ORTHE KSM WELDING SYSTEMS COMPANY.13. BEAMS SHALL BE CAMBERED UPWARD WHERE SHOWN ON THECONTRACT DOCUMENTS. WHERE NO UPWARD CAMBER IS INDICATED,ANY MILL CAMBER SHALL BE DETAILED UPWARD IN THE BEAMS.14. STEEL MEMBERS, FABRICATIONS AND ASSEMBLIES INDICATED ON THEDRAWINGS TO BE GALVANIZED SHALL BE GALVANIZED AFTERFABRICATION BY HOT DIP PROCESS IN ACCORDANCE WITH ASTM A123.WEIGHT OF ZINC COATING TO CONFORM TO THE REQUIREMENTSSPECIFIED UNDER "WEIGHT OF COATING" IN ASTM A123 OR ASTM 1386, ASAPPLICABLE.GENERAL1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONALBUILDING CODE AND INTERNATIONAL RESDIENTIAL CODE, 2012 EDITION.2. THE DESIGN GRAVITY LOADS ARE AS FOLLOWS:DEAD LOADS INCLUDE MATERIAL WEIGHTS WITH A 4 PSF MECHANICALSURCHARGE LOAD AND 10 PSF PARTITION LOAD LIVE LOADS: PUBLIC AREAS100 PSF STORAGE AREAS 100 PSF ROOF 20 PSF3. EXCEPT FOR LOADS EQUAL TO OR IN EXCESS OF 100 PSF, LIVE LOADS AREREDUCED ACCORDING TO SECTION 1607.9 OF THE IBC.4. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND PRESSUREBASED ON A 115 MILE PER HOUR WIND SPEED. WIND PRESSURES WERECALCULATED FROM ASCE 7, AS ALLOWED IN SECTION 1609.1.1 OF THE IRC.5. STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH MECHANICALAND ARCHITECTURAL DRAWINGS. VERIFY ALL DIMENSIONS WITHARCHITECTURAL DRAWINGS.6. THIS DESIGN IS BASED ON THE PREPARED ARCHITECTURAL DRAWINGS,WHERE CONDITIONS OTHER THAN THOSE SHOWN ON ARCHITECTURALDRAWINGS EXIST, THE CONTRACTOR SHALL CONTACT GESSNER ENGINEERINGTO ADDRESS THOSE DIFFERENCES.CONCRETE MASONRY UNITS1. MORTAR FOR REINFORCED CMU WALLS SHALL CONFORM TO ASTM C270, TYPE S.2. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS (CMU) SHALL CONFIRM TO ASTM C90,NORMAL OR LIGHT WEIGHT UNLESS NOTED OTHERWISE.3. ALL WALLS AND BOND BEAMS SHALL BE GROUTED USING LOW-LIFT GROUTING TECHNIQUE.4. A MINIMUM CLEAR DIMENSION OF TWO (2) INCHES AND CLEAR AREA OF EIGHT (8) SQUAREINCHES SHALL BE PROVIDED IN ALL VERTICAL CORES TO BE GROUTED.5. PLACE VERTICAL REINFORCEMENT PRIOR TO PLACEMENT OF CMU. EXTEND ABOVE ELEVATIONOF MAXIMUM POUR HEIGHT AS REQUIRED FOR SPLICING, AND SUPPORT IN VERTICAL POSITION ATA MAXIMUM SPACING OF 192 BAR DIAMETERS OR 10 FEET, WHICHEVER IS LESS.6. PLACE HORIZONTAL BEAM REINFORCEMENT AS MASONRY IS LAID.7. LAY CMU TO MAXIMUM POUR HEIGHT, BUT DO NOT EXCEED 5 FOOT HEIGHT, OR IF BOND BEAMOCCURS BELOW 5 FOOT HEIGHT STOP POUR AT COURSE BELOW BOND BEAM.8. POUR GROUT USING CHUTE OR CONTAINER WITH SPOUT. ROD OR VIBRATE GROUT DURINGPLACING. PLACE GROUT CONTINUOUSLY. DO NOT INTERRUPT POURING OF GROUT FOR MORETHAN ONE HOUR. GROUT POURS SHALL TERMINATE 1 1/2 INCHES BELOW THE TOP COURSE OFTHE POUR.9. FOR BOND BEAMS, GROUT POURS IN VERTICAL CELLS SHALL BE STOPPED 1 1/2 INCHES BELOWTHE BOND BEAM COURSE. HORIZONTAL REINFORCEMENT SHALL BE PLACED IN THE BOND BEAMSWITH LAPS AT CORNERS AND INTERSECTIONS A MINIMUM OF THIRTY BAR DIAMETERS. PLACEGROUT IN BOND BEAM COURSE PRIOR TO FILLING VERTICAL CORES ABOVE BOND BEAMS.10. AT FULL HEIGHT WALLS, LEAVE A 1" SPACE BETWEEN TOP OF MASONRY AND FLOOR OR ROOFSTRUCTURE ABOVE. BRACE MASONRY FROM STRUCTURE WITH 16 GAUGE GALVANIZED STEELANGLES HAVING 4 INCH EQUAL LEGS AND 8 INCH LENGTHS MECHANICALLY ANCHORED TO THEFLOOR OR ROOF STRUCTURE AND SPACED AT NOT MORE THAN 4'-0" ON CENTER.11. INSTALL HORIZONTAL JOINT REINFORCEMENT IN CMU WALLS AT 16 INCHES ON CENTER,UNLESS NOTED OTHERWISE. LAP ENDS A MINUMUM OF 6 INCHES.12. PLACE JOINT REINFORCEMENT IN FIRST AND SECOND HORIZONTAL JOINTS ABOVE ANDBELOW OPENINGS GREATER THAN 12 INCHES IN WIDTH. EXTEND 16 INCHES BEYOND THEOPENING ON EACH SIDE.13. PLACE JOINT REINFORCEMENT CONTINUOUSLY IN FIRST AND SECOND JOINTS BELOW THETOPS OF WALLS.14. INSTALL REINFORCED UNIT MASONRY LINTELS OVER OPENINGS MORE THAN 24 INCHES WIDEIN CMU WALLS AS FOLLOWS: A. REINFORCE LINTELS AS INDICATED ON DRAWINGS B. DO NOT SPLICE REINFORCING BARS C. SUPPORT AND SECURE REINFORCING BARS FROM DISPLACEMENT D. PLACE AND CONSOLIDATE GROUT FILL WITHOUT DISPLACING REINFORCING E. ALLOW MASONRY LINTELS TO ATTAIN SPECIFIED STRENGTH BEFORE REMOVING TEMPORARY SUPPORTS. F. MAINTAIN A MINIMUM OF 8 INCH BEARING ON EACH SIDE OF THE OPENING, UNLESS NOTED OTHERWISE.15. INSTALL CONTROL AND EXPANSION JOINTS AT THE FOLLOWING MAXIMUM SPACING UNLESSNOTED OTHERWISE: A. INTERIOR PARTITIONS: 25'-0" O.C. HORIZONTALLY B. EXTERIOR CAVITY WALLS: 20'-0" HORIZONTALLYLIGHT GAUGE STEEL1. THE COLD-FORMED STRUCTURAL FRAMING SHALL BE MANUFACTURED FROM STRUCTURALQUALITY STEEL HAVING MINIMUM YIELD STRENGTH OF 50 KSI FOR ALL GAUGES AND HAVEMINIMUM PROTECTION COATING EQUAL TO G-60 GALVANIZED FINISH. THE STEEL SHALLCONFORM TO ONE OF THE FOLLOWING ASTM STANDARDS: ASTM A 653, ASTM A 875, ASTM A 792OR ASTM A 463.2. STRUCTURAL FRAMING SHALL BE PROPERLY SPACED, PLUMBED, LEVELED, SQUARED, FITPROPERLY AGAINST ABUTTING MEMBERS AND HELD SECURELY IN PLACE UNTILPERMANENTLY FASTENED. WIRE TYING OF STRUCTURAL FRAMING COMPONENTS IS NOTPERMITTED.3. FASTENING OF THE COLD-FORMED STRUCTURAL FRAMING SYSTEM SHALL BEACCOMPLISHED BY SCREWING, POWER ACTUATED FASTENERS, WELDING OR A COMBINATIONOF METHODS. THE TYPE, SIZE AND SPACING OF THE FASTENERS SHALL BE REQUIRED BYTHE CONTRACT DOCUMENTS OR APPROVED CONNECTION DETAILS.4. STRUCTURAL FRAMING THAT HAS A PROTECTIVE COATING REMOVED BY WELDING SHALLHAVE THE COATING REPAIRED AT THE WELDS BY PAINTING WITH A ZINC RICH PRIMER.5. COLD-FORMED STRUCTURAL FRAMING MAY BE SHOP OR FIELD FABRICATED INTOASSEMBLIES, PRIOR TO ERECTION, OR STICK BUILT IN THE FIELD.6. THE STRUCTURAL FRAMING SHALL HAVE ENDS SQUARELY CUT BY HEARING OR SAWING, BEINSTALLED PLUMB, SQUARE, TRUE TO LINE AND SECURELY FASTENED PER THE CONTRACTDOCUMENTS OR APPROVED CONNECTION DETAILS. TORCH CUTTING IS NOT PERMITTED.7. FABRICATION, HANDLING, AND ERECTION OF THE STRUCTURAL FRAMING AND ASSEMBLIESSHALL BE DONE IN A MANNER TO PREVENT ANY DAMAGE OR DISTORTION OF THE FRAMING.8. COLD-FORMED TRACKS, WHEN SET TO ADJACENT STRUCTURES, SHALL HAVE WEBCONTACT WITH A UNIFORM AND LEVEL BEARING SURFACE AND BE SECURELY ANCHOREDWITH FASTENERS, SIZED AND SPACED PER THE CONTRACT DOCUMENTS OR APPROVEDCONNECTION DETAILS.9. BRACING OF AXIAL LOADED STRUCTURAL FRAMING SHALL BE ACCOMPLISHED BY EITHERCOLD ROLLED CHANNEL, RUN HORIZONTALLY THROUGH THE STUD PUNCHOUTS ANDATTACHED AT EACH STUD, OR BY MINIMUM 2" WIDE STEEL STRAPS RUN HORIZONTALLY, ONBOTH SIDES OF THE STUDS, AND ATTACHED AT EACH STUD. VERTICAL SPACING OF THEBRACING IS LIMITED TO A MAXIMUM OF 4'-0", THROUGHOUT THE HEIGHT OF THE FRAMING.10. AXIAL LOADED STUDS ARE NOT PERMITTED TO HAVE SPLICES OR CUTOUTS IN THEFLANGES. AXIALLY LOADED STUDS SHALL BE INSTALLED PLUMBED, ALIGNED AND SECUREDTO THE TOP AND BOTTOM TRACKS (WITHIN 1/16" OF THE TRACK WEB).11. FRAMING OF WALL OPENINGS SHALL INCLUDE JACK STUDS, HEADERS, CRIPPLES, SILLPLATES AND JAMB STUDS AS PER THE CONTRACT DOCUMENTS OR APPROVED SHOPDRAWINGS.12. FOR WALL FRAMING ASSEMBLIES THAT WILL FORM VOIDS WHICH WILL NOT BE ACCESSIBLETO THE INSULATION CONTRACTOR THE FRAMING CONTRACTOR SHALL BE RESPONSIBLE FORFILING THESE VOIDS, WITH SUITABLE INSULATION, PRIOR TO ASSEMBLY.13. SLIP CONNECTIONS ALLOWING FOR VERTICAL MOVEMENT OF THE STRUCTURE WITHOUTIMPOSING VERTICAL LOAD ON THE STRUCTURAL FRAMING SHALL BE PER THE CONTRACTDOCUMENTS OR APPROVED SHOP DRAWINGS.14. TEMPORARY BRACING OF THE STRUCTURAL FRAMING SHALL BE PROVIDED AS REQUIREDAND REMOVED ONLY AFTER THE FRAMING HAS BEEN SECURED WITH PERMANENT SUPPORT.15. STRUCTURAL FRAMING SHEAR WALLS SHALL BE BUILT PER THE CONTRACT DOCUMENTSOR APPROVED SHOP DRAWINGS.16. THE FLOOR OR ROOF FRAMING MEMBERS SHALL BE LINED UP DIRECTLY OVER VERTICALSUPPORTS OR BE SUPPORTED BY A LOAD DISTRIBUTION MEMBER PER THE CONTRACTDOCUMENTS OR APPROVED SHOP DRAWINGS. THE TOP TRACK IS NOT PERMITTED TO ACT ASA DISTRIBUTION MEMBER UNLESS DESIGNED FOR THAT CONDITION.17. COLD-FORMED STRUCTURAL JOISTS SHALL BE SUPPORTED BY FOUNDATION WALLS, JOISTHANGERS, LOAD DISTRIBUTION MEMBERS, OR LINED UP OVER VERTICAL SUPPORTS PER THECONTRACT DOCUMENTS OR APPROVED SHOP DRAWINGS.18. COLD-FORMED STRUCTURAL JOISTS SHALL HAVE MINIMUM 1-1/2" EARING SUPPORT, AMINIMUM 10" OF UNPUNCHED WEB FROM AN END SUPPORT AND MINIMUM 10" OF UNPUNCHEDWEB ON EITHER SIDE OF AN INSIDE SUPPORT.19. STRUCTURAL FRAMING WEB STIFFENERS SHALL BE LOCATED AND INSTALLED PER THECONTRACT DOCUMENTS OR APPROVED SHOP DRAWINGS.20. PROVIDE ADDITIONAL JOISTS UNDER PARALLEL PARTITIONS WHERE THE PARTITIONLENGTH EXCEEDS ONE-HALF THE LENGTH OF THE JOIST SPAN.21. PROVIDE ADDITIONAL JOISTS AROUND OPENINGS WHICH EXCEED THE NORMAL SPACINGOF THE JOISTS, UNLESS OTHERWISE NOTED.22. PROVIDE END BLOCKING WHERE JOIST ENDS ARE NOT RESTRAINED AGAINST ROTATION.23. STRUCTURAL FRAMING TRUSSES AND RAFTERS MAY BE SHOP OR FIELD FABRICATED INTOASSEMBLIES, PRIOR TO ERECTION, OR STICK BUILT IN THE FIELD.THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comFOR CONSTRUCTIONProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OF2501 Ashford Drive, Suite 102College Station, Texas 77840P.O. Box 10763, 77842-0763979.680.8840 (Phone)979.680.8841 (Fax)www.gessnerengineering.comF-7451COLLEGE STATION, TXDMMAMKCity of CollegeStationS0.0NOTES12-058504/01/13OUTDOOR PAVILION27 36
678AD47' - 11 5/8"15' - 8 5/8"15' - 2 1/8"15' - 6"6' - 8 3/8"9 1/4" 2 3/4"6' - 9 5/8"10 1/4" 7 5/8"12' - 0"12' - 0"12' - 0"11' - 11 5/8"7 5/8"46' - 8 3/8"7 5/8"47' - 11 5/8"#4 BARS@16" OCEW62' - 4 5/8"10 3/4"30' - 0"30' - 0"1' - 5 7/8"62' - 4 5/8"EXISTINGFOUNDATION TOREMAINEJEJEJEJEJEJEJEJEJEJEJEJ6S5.11S5.12S5.11S5.12S5.11S5.11S5.11S5.11S5.12S5.12S5.13S5.13S5.13S5.13S5.13S5.13S5.15S5.1REF: 9/S5.1,TYP.REF: 10/S5.1,TYP.9' - 10 7/8"3 1/8"5 5/8"1' - 4 3/8"7' - 10 7/8"3 1/8"8 7/8"3' - 1 1/8"12' - 0"11' - 11 5/8"5S5.12' - 6" TYP. @ COLUMNLOCATIONS U.N.O.2'-6" TYP. @ COLUMNLOCATIONS U.N.O.2' - 0"2' - 0"8S5.12' - 0"2' - 0"7S5.17S5.11-1/2"VERIFY1-1/2"VERIFY1-1/2"VERIFY1-1/2"VERIFY12" THICKENEDSLAB UNDER CMUWALLS, TYP.1-1/2"VERIFY1-1/2"VERIFY1-1/2"VERIFY1-1/2"VERIFY#5 BAR 12'-0" LONG IN TOPOF SLAB. BEND AND TIEBEHIND ANCHOR BOLTS, TYP.2' - 6"2' - 6"S5.111NOTES:1.CONTRACTOR SHALL VERIFY LOCATIONS AND TYPESOF PLUMBING FIXTURES WITH ARCHITECTURALDRAWINGS PRIOR TO COMMENCING CONSTRUCTION.2.REMOVE A MIN. 2'-0" OF EXISTING SOIL AND REPLACEWITH A MIN. 2'-0" OF SELECT FILL PRIOR TOCONSTRUCTION AS PER SOIL REPORT.3.VERIFY ALL DIMENSIONS W/ ARCHITECT AND OWNERPRIOR TO COMMENCING CONSTRUCTION.ADDITION FOUNDATION SQUARE FOOTAGE: 2,991 FT^2CANOPY FOUNDATION SQUARE FOOTAGE: 600 FT^2THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comFOR CONSTRUCTIONProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OF2501 Ashford Drive, Suite 102College Station, Texas 77840P.O. Box 10763, 77842-0763979.680.8840 (Phone)979.680.8841 (Fax)www.gessnerengineering.comF-7451COLLEGE STATION, TXDMMAMKCity of CollegeStationS1.1FOUNDATIONPLAN12-058504/01/13OUTDOOR PAVILION 1/4" = 1'-0"1Addition Foundation Plan28 36
600S200-54 STUDS @ 16" C-C12' - 0"600S200-54 STUDS @ 8" C-C23' - 11 5/8"600S200-54 STUDS @ 16" C-C12' - 0"8'-0" TALL 8" CMU WALL (REF 1-3/S5.2) w/600S200-54 LIGHT GAUGE STUDS ABOVE @16" C-C FROM TOP OF CMU WALL TO 20'EAVE HEIGHT, TYP. AT EAVES8'-0" TALL 8" CMU WALL (REF 1-3/S5.2)@800S200-541' - 4"@800S200-541' - 4"@1000S200-541' - 4"EXISTING BUILDING TO REMAINPROPOSED BUILDINGLINE OF EXISTING BUILDING@600S200-541' - 4"(2) 600S162-54(2) 600S162-54(2) 600S162-54(2) 800S162-54(2) 800S162-54(2) 800S162-54(2) 800S162-548" BOND BEAM,REF. 2/S5.28" BOND BEAM,REF. 2/S5.26" BOND BEAM,REF. 2/S5.2 26" BOND BEAM,REF. 2/S5.2 2EXISTING CMU WALL TOREMAIN362S162-43 @ 16" C-C362S162-43 @ 16" C-C362S162-43 @ 16" C-C362S162-43 @ 16" C-C362S162-43 @ 16" C-C362S162-43 @ 16" C-C362S162-43 @ 16" C-C362S162-43 @ 16" C-CEXISTING CMU WALL TOREMAINEXISTING CMU WALL TOREMAIN6" CMU WALL PARTIALLYGROUTED. REINFORCE w/#5 BARS @ 32" C-COMITOMITOMIT11118" CMU WALL PARTIALLY GROUTED REINFORCEw/ #5 BARS @ 24" C-C (0'-0" TO 8'-0") w/ 600S200-54LIGHT GAUGE WALL @ 16" C-C (8'-0" TO 24'-0")ABOVE.6" CMU WALL PARTIALLY GROUTED REINFORCED w/#5 BARS @ 32" C-C362S162-43 LIGHT GUAGE @ 16" C-CWALL LEGEND1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comFOR CONSTRUCTIONProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OF2501 Ashford Drive, Suite 102College Station, Texas 77840P.O. Box 10763, 77842-0763979.680.8840 (Phone)979.680.8841 (Fax)www.gessnerengineering.comF-7451COLLEGE STATION, TXDMMAMK03/04/141City of CollegeStationS1.2WALL FRAMINGPLAN12-058504/01/13OUTDOOR PAVILION 1/4" = 1'-0"1Framing Plan29 36
EFG9101130' - 0"30' - 0"20' - 0"9" 9' - 3" 9' - 3" 9"SLOPE 1:50HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/48"14' - 4"14' - 4"8"2' - 6"2' - 6"S1.358"EFG910116S1.3W8X15W8X15W8X15W8X1514' - 4"14' - 4"1' - 9" 9' - 3" 9' - 3" 1' - 9"HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/4HSS5X5X1/422' - 0"30' - 0"26 GAUGE R-PANEL ROOFDECKING. ATTACHDECKING TO BEAMS PERMANUFACTURER'SRECOMMENDATIONS.T 11' - 2 1/8"W8X15T 13' - 0 1/4"T 11' - 2 1/8"W8X15T 13' - 0 1/4"T 11' - 2 1/8"W8X15T 13' - 0 1/4"10Z16 @ 3'-0" C-C10Z16 @ 3'-0" C-C111EFG9101130' - 0"8"14' - 4"14' - 4"8"30' - 0"20' - 0"1S5.11S5.11S5.11S5.19" 9' - 3" 9' - 3" 9"SLOPE 1:50#4 BARS@16" OCEW3S5.13S5.110S5.212S5.146' - 2"10' - 11 1/2"8" CMU WALL PARTIALLYGROUTED REINFORCE w/#5 BARS @ 32" C-C15' - 6"15' - 0"15' - 8"12S5.1#4 BARS@16" OCEW1HSS5X5X1/48"x8"x3/4" A36 EMBEDPLATE w/ (4) 3/4"x8"HEADED ANCHOR BOLTS1/4TYP.8"1 1/2"5"1 1/2"8"1 1/2"5"1 1/2"Foundation Plan0"9101126 GAUGE R-PANEL ROOFDECKING. ATTACHDECKING TO BEAMS PERMANUFACTURER'SRECOMMENDATIONS.W8X15HSS5X5X1/4HSS5X5X1/4HSS5X5X1/41' - 9" 9' - 3" 9' - 3" 1' - 9"S1.38S1.37TOS 11' - 2 1/8"110Z16 @3'-0" C-C1/46"x11"x1/2" A36 PLATE w/(2) 3/4" A325 BOLTSEACH SIDE OF WEB26 GAUGE R-PANEL ROOFDECKING. ATTACH DECKING TOBEAMS PER MANUFACTURER'SRECOMMENDATIONS.HSS5X5X1/4W8X153/8" WEB STIFFENER ATBEARING POINTS, TYP.10Z16 @ 3'-0" C-C1W8X15HSS5X5X1/4W8X154"x9"x1/2" A36PLATE w/ (2) 3/4"A325 BOLTS1/46"x11"x1/2" A36 PLATEw/ (2) 3/4" A325 BOLTSEACH SIDE OF WEB26 GAUGE R-PANEL ROOFDECKING. ATTACHDECKING TO BEAMS PERMANUFACTURER'SRECOMMENDATIONS.110Z16 @ 3'-0" C-CNOTES:1.CONTRACTOR SHALL VERIFY LOCATIONS AND TYPESOF PLUMBING FIXTURES WITH ARCHITECTURALDRAWINGS PRIOR TO COMMENCING CONSTRUCTION.2.REMOVE A MIN. 2'-0" OF EXISTING SOIL AND REPLACEWITH A MIN. 2'-0" OF SELECT FILL PRIOR TOCONSTRUCTION AS PER SOIL REPORT.3.VERIFY ALL DIMENSIONS W/ ARCHITECT AND OWNERPRIOR TO COMMENCING CONSTRUCTION.THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comFOR CONSTRUCTIONProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OF2501 Ashford Drive, Suite 102College Station, Texas 77840P.O. Box 10763, 77842-0763979.680.8840 (Phone)979.680.8841 (Fax)www.gessnerengineering.comF-7451COLLEGE STATION, TXDMMAMK03/04/141City of CollegeStationS1.3CANOPY FND &FRM PLANS12-058504/01/13OUTDOOR PAVILION 1/4" = 1'-0"2Canopy Baseplate Plan 1/4" = 1'-0"3Canopy Framing Plan30 36 1/4" = 1'-0"1Canopy Foundation Plan 1/4" = 1'-0"4Material Storage Bins Foundation Plan 1" = 1'-0"5Embed Plate Detail 1/4" = 1'-0"6CANOPY SECTION 3/4" = 1'-0"7Beam to Column Connection Detail 3/4" = 1'-0"8Beam to Column End Connection
2 - #6 BARS3 - #6 BARSVAPOR RETARDER10 MIL. MINIMUM#3 TIES @ 24" C-C5"36" MIN.12"#4 BARS @ 16" OCEW2 - #6 BARS3 - #6 BARSVAPOR RETARDER10 MIL. MINIMUM#3 TIES @ 24" C-C5"36" MIN.12"#4 BARS @ 16" OCEW2 - #6 BARS3 - #6 BARSVAPOR RETARDER10 MIL. MINIMUM#3 TIES @ 24" C-C5"36" MIN.12"#4 BARS @16" OCEWFLATWORKREF. OTHERSBY GC5 1/2"3/4"3/4"#5 DOWEL BARSEXTEND A MIN. 24"INTO THE FOUNDATIONAND THE WALL, SPACETO MATCH THE WALLREINFORCEMENT2' - 0"2' - 0"#4 BARS @ 16" OCEW5"12"12" MIN.48" #5 BENT DOWEL,SPACE TO MATCH THEWALL REINFORCEMENT12" THICKENED SLAB45.00°#4 BENT BAR@ 16" C-CVAPOR RETARDER10 MIL. MININUMSEE PLANMIN.1' - 6"(4) 36" LONG #5 BARSBENT W/ 18" LEGS((2) TOP & BOTTOM)PROVIDE CORNER BARS AS SHOWN AT ALL EXTERIORBEAM INTERSECTIONS.THIS IS A SCHEMATIC ONLY, SEE BEAM SECTIONS FORACTUAL BEAM REINFORCEMENT. (SLAB NOT SHOWN)(4) 36" LONG #5 BARSBENT W/ 18" LEGS((2) TOP & BOTTOM)PROVIDE CORNER BARS AS SHOWN AT ALL EXTERIORBEAM INTERSECTIONS.THIS IS A SCHEMATIC ONLY, SEE BEAM SECTIONS FORACTUAL BEAM REINFORCEMENT. (SLAB NOT SHOWN)2 - #6 BARS3 - #6 BARSVAPOR RETARDER10 MIL. MINIMUM#3 TIES @ 24" C-C5"36" MIN.12"#4 BARS @ 16" OCEWEXISTING FOUNDATION#4x18" DOWELS @ 16" C-CDRILL, EPOXY, & SLIPCOVER ONE END1/2" BITUMINOUS OROTHER APPROVEDEXPANSION JOINTFILLER W/ 1/2" SEALANT36" MIN.12"SEE PLAN#4 BARS @16" OCEW3 - #6 BARSVAPOR RETARDER10 MIL. MINIMUM#3 TIES @ 24" C-C2 - #6 BARS5"4 5 .0 0 °#4 BENT BAR@ 16" C-C12"5"48" #5 BENT DOWEL,SPACE TO MATCH THEWALL REINFORCEMENTSEE PLANSEE PLAN2 - #6 BARS3 - #6 BARSVAPOR RETARDER10 MIL. MINIMUM#3 TIES @ 24" C-C12"#4 BARS @ 16" OCEWSEE PLAN36" MIN.THICKNESSMATCH WALL#5 DOWEL BARS EXTEND AMIN. 24" INTO THEFOUNDATION AND THEWALL, SPACE TO MATCHTHE WALL REINFORCEMENT5"7A1' - 6" MIN.1' - 6" MIN.GRADE BEAM TOP & BOTTOM REINFORCEMENTGRADE BEAM TOP & BOTTOM REINFORCEMENT#5 BENT BAR AS SHOWN#3 EXTENDED TIE BARSAS SHOWN#3 TIE BARS @ 24" C-C#3 TIE BARS @ 24" C-C2 - #6 BARS3 - #6 BARSVAPOR RETARDER10 MIL. MINIMUM#3 TIES @ 24" C-C8" CMU WALL PARTIALLYGROUTED REINFORCE w/#5 BARS @ 32" C-C2 - #5 BARSCONTINUOUS CMU BONDBEAM, FILL BOND BEAM w/MIN. 3000 PSI GROUT48"36" MIN.5"#4 BARS @16" OCEW116"THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comFOR CONSTRUCTIONProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OF2501 Ashford Drive, Suite 102College Station, Texas 77840P.O. Box 10763, 77842-0763979.680.8840 (Phone)979.680.8841 (Fax)www.gessnerengineering.comF-7451COLLEGE STATION, TXDMMAMK03/04/141City of CollegeStationS5.1FOUNDATIONDETAILS12-058504/01/13OUTDOOR PAVILION 3/4" = 1'-0"1Exterior Beam 3/4" = 1'-0"3Interior Beam 3/4" = 1'-0"2Garage Flatwork Exterior Beam 3/4" = 1'-0"4CMU WALL_WALL TO FOUNDATION 3/4" = 1'-0"5Thickened Slab - CMU Wall 3/4" = 1'-0"9Grade Beam Corner 3/4" = 1'-0"10Grade Beam Intersection 3/4" = 1'-0"6Exterior Beam w/ Expansion Joint 3/4" = 1'-0"8Interior Beam - CMU Wall 3/4" = 1'-0"7Wall Curb at Exterior CMU 3/4" = 1'-0"11Reinforcement for Footing31 36 3/4" = 1'-0"12Storage Detail
VERTICAL REINFORCEMENTAND GROUTED CELLS PERPLANS, REF. 1/S1.2 AND 1/S1.3.EXTEND REINFORCEMENT MIN.24" INTO GRADE BEAMS U.N.O.PROVIDE WIRE MASONRY TRUSSTYPE REINFORCEMENT IN EVERYOTHER MORTAR BED JOINT.PROVIDE WIRE MASONRY TRUSSTYPE REINFORCEMENT IN EVERYOTHER MORTAR BED JOINT.MIN 16" BEARING2 - #5 BARSCMU BOND BEAMCONT. OVER ALLOPENINGS, TYP.FILL BOND BEAMWITH MIN. 3000PSI GROUTSPACING 1/S1.2 AND 1/S1.3#5 BARS REF PLANS FOR5-#5 BARS @ 8" C-C ATCORNER LOCATIONSSTUD BLOCKINGINSIDE WALL TRACK(MIN. THICKNESS ASWALL STUD)GALVANIZED600T200-54, TYP.8" CMUBOND BEAM(1) #10-16 SCREW@ EACH FLANGE4 SCREWS IN EACHFLANGEGALVANIZED 1/2"DIAM. ANCHORBOLT @ 48" C-C6" MIN.12" SECTION OF STUDSAME GAUGE ANDSIZE AS TRACKGALVANIZED600T200-54, TYP.8" CMUBOND BEAMSCREW ATTACH BOTH ENDSOF RUNNER TRACKS TOSHORT SECTION OF STUDW/ (2) #10-16 SCREWS ONBOTH SIDES#10-16 SCREWS1" FROM PUNCH MIN.SPACE SCREWS 1" O.C.SCREW QUANTITY ASREQ'D PER DESIGNGALVANIZED600T200-548" CMUBOND BEAM(1) #10-16 SCREW@ EACH FLANGE1'-6" MIN. LONG STUDBLOCK SAME SIZE ANDGAUGE TO MATCH WALLSTUD. (UNPUNCHED)600S200-54 (SEEPLAN FOR SPACING)GUSSET PLATE@ EACH SIDESUPPORT MEMBERHEADER BEAMCOPE FLANGES TO ALLOWEXTENSION OF THE WEB FORCONNECTION TO SUPPORTMEMBER (EA. SIDE)SUPPORT MEMBERHEADER BEAMSTUD OR CLIP ANGLESAS REQ'D FOR STUDCONNECTIONSCREWSAS REQ'DSCREWSAS REQ'D600 S 137 - 33DEPTH OF THE MEMBER TOTWO (2) DECIMAL PLACESWITHOUT THE USE OF ADECIMAL POINTTYPE OF MEMBER: S="C"MEMBER, T=TRACK, F=FURRINGCHANNEL, U="U" CHANNELWIDTH OF THE MEMBER TO TWO (2)DECIMAL PLACES WITHOUT THE USEOF A DECIMAL POINTMINIMUM UNCOATED MEMBER THICKNESSIN MILS (0.001 in)18 (25 GA.), 27 (22 GA.), 33 (20 GA.), 43 (18 GA.),54 (16 GA.), 68 (14 GA.), AND 97 (12 GA.)2 - #6 BARS3 - #6 BARSVAPOR RETARDER10 MIL. MINIMUM#3 TIES @ 24" C-C16"103 1/2"12"49"8" CMU WALL PARTIALLYGROUTED REINFORCE w/#5 BARS @ 32" C-C2 - #6 BARS3 - #6 BARSVAPOR RETARDER10 MIL. MINIMUM#3 TIES @ 24" C-C2 - #5 BARSCONTINUOUS CMU BONDBEAM, FILL BOND BEAM w/MIN. 3000 PSI GROUT5"36" MIN.#4 BARS @ 16" OCEW16"1THINK + CREATE + SUSTAIN7607 Eastmark Drive Suite 200College Station, TX 77840T 979.693.3179F 979.693.8370HawkinsArch.comFOR CONSTRUCTIONProject Number:Date:Drawn by:Checked by:REVISIONSSHEET OF2501 Ashford Drive, Suite 102College Station, Texas 77840P.O. Box 10763, 77842-0763979.680.8840 (Phone)979.680.8841 (Fax)www.gessnerengineering.comF-7451COLLEGE STATION, TXDMMAMK03/04/141City of CollegeStationS5.2FRAMING DETAILS12-058504/01/13OUTDOOR PAVILION 3/4" = 1'-0"1CMU Wall Detail 3/4" = 1'-0"2CMU Bond Beam Detail 3/4" = 1'-0"3CMU Corner Detail 3/4" = 1'-0"4Track to CMU Detail 3/4" = 1'-0"5Bottom Splice Track 3/4" = 1'-0"6Light Gauge Wall to Track 3/4" = 1'-0"7Box Beam Header Connections 3/4" = 1'-0"8Wall Intersection 1" = 1'-0"9Light Gauge Legend 3/4" = 1'-0"10Storage Section32 36