HomeMy WebLinkAboutDesign PlansKuhn Aviation HangarGarfield County AirportRifle, CO 81650 United StatesOWNER:ARCHITECT:CIVIL:STRUCTURAL:PLUMBING:FIRE PROTECTION:DMA Architecture, PLLC380-H Knollwood Street, Suite 174, Winston-Salem, NC 27103phone:336-723-6360email:craig@designbydma.comCraig T. Dishner, AIAMECHANICAL:ELECTRICAL:LOCATION MAPKuhn Aviation 959 Sycolin Road, Leesburg, VA 20175phone:703-909-2467email:scott@kuhnavation.comMay 16, 2022L ICEN SEDARCHITECTSTATEOFCOLORADOCRAIG TILLMAN DISHNERARC.00406963DATEPROJECT NO.SHEET TITLESHEET NO.NOTES, KEY NOTES, LEGENDS380-H Knollwood Street, Suite 174Winston-Salem, NC 27103phone: 336-723-6360designbydma.comPLLCDMA ArchitecturePROJECT NAMEREVISIONSPHASESEALSReleased for ConstructionNot Released for ConstructionConstruction DocumentsDesign DevelopmentSchematic DesignRecord Drawings5/16/2022 4:49:34 PMA1.0COVER SHEET21-1010Kuhn AviationHangarGarfield County AirportRifle, CO 816505/16/22PLUMBINGSHEET NO. SHEET TITLEP0.01 PLUMBING LEGEND AND GENERAL NOTESP0.02 PLUMBING SPECIFICATIONSP1.01 WASTE AND VENT FLOOR PLANP1.02 WATER AND GAS FLOOR PLANP4.01 ENLARGED PLUMBING PLANSP5.01 PLUMBING DETAILSP6.01 PLUMBING SCHEDULESP7.01 PLUMBING DIAGRAMSFIRE PROTECTIONSHEET NO. SHEET TITLEMECHANICALSHEET NO. SHEET TITLEM0.01 MECHANICAL LEGEND AND GENERAL NOTESM0.02 MECHANICAL SPECIFICATIONSM1.01 MAIN LEVEL MECHANICAL HVAC PLANM1.02 MAIN LEVEL MECHANICAL PIPING PLANM1.03 MECHANICAL SNOW MELT PLANM2.01 MECHANICAL ELEVATIONSM2.02 MECHANICAL ELEVATIONSM3.01 MECHANICAL SECTIONSM3.02 MECHANICAL SECTIONSM4.01 ENLARGED MECHANICAL PLANSM4.02 ENLARGED MECHANICAL PLANSM5.01 MECHANICAL DETAILSM6.01 MECHANICAL SCHEDULESM6.02 MECHANICAL SCHEDULESM7.01 MECHANICAL PIPING DIAGRAMSELECTRICALSHEET NO. SHEET TITLEE0.01 ELECTRICAL LEGEND AND GENERAL NOTESE0.02 ELECTRICAL SPECIFICATIONSE1.01 ELECTRICAL SITE PLANE1.02 ELECTRICAL FLOOR PLANE1.03 ELECTRICAL REFLECTED CEILING PLANE1.04 ELECTRICAL ROOF PLANE4.01 ENLARGED ELECTRICAL PLANSE5.01 ELECTRICAL DIAGRAMS AND DETAILSE6.01 ELECTRICAL EQUIPMENT SCHEDULESE6.02 ELECTRICAL PANEL SCHEDULESFIRE PROTECTION DRAWINGS TO BE SUBMITTED UNDER A SEPERATE PERMITTBDDRAWING LISTSHEET NO. SHEET TITILEARCHITECTURALA1.0 COVER SHEETA1.1 BUILDING CODE AND INSULATION DATAA1.2 ACCESSIBILITY REQUIREMENTS PER ANSI STANDARD ICC A117.1-2009A2.1 FLOOR PLANA2.2 ROOF PLANA2.3 REFLECTED CEILING PLANA5.1 BUILDING ELEVATIONSA5.2 BUILDING SECTIONSSGM118 W. Sixth Street, Suite 200, Glenwood Springs, CO 81601phone:970-384-9005email:jeffs@sgm-inc.comJeff SimonsonSGM118 W. Sixth Street, Suite 200, Glenwood Springs, CO 81601phone:970-384-9005email:johnp@sgm-inc.comJohn PartchSGM118 W. Sixth Street, Suite 200, Glenwood Springs, CO 81601phone:970-384-9084email:brianc@sgm-inc.comBrian CarpenterGENERAL CONTRACTOR:CRISAK, Inc.37174 Devon Wick Lane, Purcellville, VA 20132phone:540-751-0606email:smoffat@crisak.comScott MoffatBUILDING SITESGM118 W. Sixth Street, Suite 200, Glenwood Springs, CO 81601phone:970-384-9086email:amberh@sgm-inc.comAmber HaymesSGM118 W. Sixth Street, Suite 200, Glenwood Springs, CO 81601phone:970-384-9084email:brianc@sgm-inc.comBrian CarpenterNo Date DescriptionSTRUCTURALSHEET NO. SHEET TITLES0.01 GENERAL NOTESS0.02 SPECIAL INSPECTIONSS1.01 FOUNDATION PLANS5.01 TYPICAL CONCRETE DETAILSS5.03 FOUNDATION DETAILS & SCHEDULESScott Kuhn
CONCRETEMATERIAL LEGENDBRICKCMUFINISHED WOODRIGID INSULATIONEARTHCOMPACTED STONE FILLWOOD BLOCKINGBATT INSULATIONSTEELALUMINUMGLASSPLYWOODSPANDREL GLASSGWB orGROUT / MORTARSPRAY FOAM INSULATIONSYMBOL LEGENDXXXXSECTION MARKERFINISHELEVATIONXDOOR NUMBER (or) PANEL NUMBERGLASS TYPEXWINDOW TYPEXWALL TYPEXREVISION NUMBERXDETAIL NUMBERSHEET NUMBERDETAIL NUMBERELEV. MARKERSHEET NUMBERCLCENTERLINEALLOWABLE HEIGHT AND AREAALLOWABLEBUILDING HEIGHTBUILDING STORIESSHOWN ON PLANSCHAPTER 3: USE AND OCCUPANCY CLASSIFICATIONOCCUPANCY GROUP:S1DESCRIPTION OF OCCUPANCY:AIRCRAFT HANGARACCESSORY OCCUPANCIES:N/ACHAPTER 5: GENERAL BUILDING HEIGHTS AND AREASCHAPTER 7: FIRE AND SMOKE PROTECTION FEATURESCHAPTER 9: FIRE PROTECTION SYSTEMSCHAPTER 10: MEANS OF EGRESSCHAPTER 6: TYPES OF CONSTRUCTIONTYPE OF CONSTRUCTION:II B75'1BUILDING AREAFIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)STRUCTURAL FRAME0EXTERIOR BEARING WALLS0INTERIOR BEARING WALLS0EXTERIOR NON-BEARING WALLS0INTERIOR NON-BEARING WALLS0FLOOR CONSTRUCTION0ROOF CONSTRUCTION0ALLOWABLE WALL OPENING AREA (TABLE 705.8)FIRE SEPARATION DISTANCEOPENING PROTECTIONALLOWABLE AREANORTHEAST25'-0" ≤X ≤30'-0"SOUTHWEST> 30'-0"UP, SUP, SUP, SUP, SNO LIMITNO LIMITNO LIMITPROVIDED:-AUTOMATIC SPRINKLER SYSTEM MONITORING AND ALARMS WILL BE PROVIDED.-SPRINKLER DESIGN AND CALCULATIONS TO BE SUBMITTED UNDER SEPARATE COVER.-MAXIMUM SINGLE FIRE AREA 40,000 SF 2018 IBC TABLE 412.3.6OCCUPANT LOADS & EXIT WIDTHSOCC. LOAD FACTOR(TABLE 1004.5)OCC. LOADSTORAGE18,582 SF50038FUNCTIONAREANUMBER OF EXITS REQ'D (SECTION 1006)REQ'D EXIT WIDTH STAIRWAYS(1005.3.1 EXC 1)EXITS PROVIDED:NUMBER OF EXITS:3EXIT WIDTH: 3 x 33" = 99"238 x 0.3" = 11.4"MAXIMUM EXIT TRAVEL DISTANCE (TABLE 1017.2):S-1 WITH SPRINKLER SYSTEM = 250'PROJECT DATA:APPLICABLE BUILDING CODES:BUILDING:2015 INTERNATIONAL BUILDING CODEFIRE:2015 INTERNATIONAL FIRE CODEPLUMBING:2015 INTERNATIONAL PLUMBING CODEENERGY:2009 INTERNATIONAL ENERGY CONSERVATION CODE MECHANICAL:2015 INTERNATIONAL MECHANICAL CODEFUEL / GAS:2015 INTERNATIONAL FUEL GAS CODEBUILDING AREA:GROSS FLOOR AREA:18,582 SF 70,00040'-10"118,582REQ'D EXIT WIDTH OTHER(1005.3.2 EXC 1)38 x 0.2" = 7.6"AREA FACTOR INCREASE = NR> 30'-0"NO LIMIT25'-0" ≤X ≤30'-0"1245678ABCDEGHJL18,582.00 SFAIRCRAFT HANGAR3KL ICEN SEDARCHITECTSTATEOFCOLORADOCRAIG TILLMAN DISHNERARC.00406963DATE PROJECT NO.SHEET TITLESHEET NO.380-H Knollwood Street, Suite 174Winston-Salem, NC 27103phone: 336-723-6360designbydma.comPLLCDMA ArchitecturePROJECT NAMEREVISIONSPHASESEALSReleased for ConstructionNot Released for ConstructionConstruction DocumentsDesign DevelopmentSchematic DesignRecord Drawings5/16/2022 4:49:35 PMA1.1BUILDING CODE ANDINSULATION DATA21-1010Kuhn AviationHangarGarfield County AirportRifle, CO 816505/16/22ABBREVIATIONSA-W AIR & WATERAC AIR CONDITIONINGACM ALUMINUM COMPOSITE MATERIALACT ACOUSTICAL CEILING TILEADJ ADJACENT (or) ADJUSTABLEAFF ABOVE FINISHED FLOORALT ALTERNATEALUM ALUMINUMANOD ANNODIZEDAPPROX APPROXIMATEAPT APARTMENTARCH ARCHITECTAUTO AUTOMATICAUX. AUXILIARYAVG AVERAGEAWB AIR & WATER BARRIERBITUM BITUMINOUSBLDG BUILDINGBLKG BLOCKINGBOS BOTTOM OF STEELBR BEDROOMBRG BEARINGBSMT BASEMENTBTW BETWEENC TILE CERAMIC TILECAB CABINETCB CATCH BASINCEM CEMENTCIP CAST IN PLACECJ CONTROL JOINTCLG CEILINGCLR CLEARCLST CLOSETCMU CONCRETE MASONRY UNITCNTR COUNTERCO CASED OPENINGCOL COLUMNCONC CONCRETECONF CONFERENCECONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECORR CORRIDORCP CENTERPOINT (or) CONTROL POINTCPT CARPETCSMT CASEMENTCTR CENTERDEFS DIRECT APPLIED EXTERIOR FINISH SYSTEMDEPT DEPARTMENTDH DOUBLE HUNGDIA. DIAMETERDIAG DIAGONALDIFF DIFFUSERDIM DIMENSIONDIST DISTANCEDN DOWNDO DOOR OPENINGDR DOORDS DOWNSPOUTDTL DETAILDWG DRAWINGDWL DOWELDWR DRAWEREA EACHEIFS EXTERIOR INSULATED FINISHING SYSTEMEJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATOR (or) ELEVATIONEOD EDGE OF DECKEOS EDGE OF SLABEQ EQUALEQUIP EQIUPMENTEW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXT EXTERIORFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFIN FINISHFL FLOOR (or) FLOORINGFLASH FLASHINGFO FACE OF or FINISHED OPENINIGFOB FACE OF BRICKFOM FACE OF MASONRYFOS FACE OF STUDFOW FACE OF WALLFRP FIBERGLASS REINFORCED PLASTICFRT FIRE RETARDANT TREATEDFT FOOT (or) FEETFTG FOOTINGFURN FURNITUREFURR FURRINGFV FIELD VERIFYGA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGSF GROSS SQUARE FEETGWB GYPSUM WALL BOARDGYP GYPSUMH HIGH (or) HEIGHTHB HOSE BIBHC HOLLOW COREHDG HOT DIPPED GALVANIZEDHDW HARDWAREHDWD HARDWOODHM HOLLOW METALHORIZ HORIZONTALHP HORSEPOWERHSS HOLLOW STRUCTURAL SECTIONHT HIGH (or) HEIGHTHVAC HEATING / VENTILATING / AIR CONDITIONINGHWY HIGHWAYSTOREFRONT WINDOWS / FIXEDU-0.45SHGC-0.40U-0.036SHGC-0.29KAWNEER 451T STOREFRONT AND 1" IGU: SOLARBAN 60 + SOLARGRAYFENESTRATION VALUE REQUIRED VALUE PROVIDED BASIS OF DESIGNGARAGE DOORS / OVERHEAD U-0.50 U-0.071 STEEL SECTIONAL OVERHEAD DOOR WITH POLYSTYRENE COREOPAQUE DOORS / SWINGING U-0.70 U-0.370 A60 GALV. HM DOORS WITH POLYSTYRENE CORESLAB ON GRADE / HEATED R-15 for 24" below R-5 under entire slab 1" HIGH DENSITY XPS UNDER ENTIRE SLABEXTERIOR WALLS ABOVE GRADE / MASS R-13 + R-5.6ci R-13 + R-25 R-13 OVER GIRTS - R-25 IN WALL CAVITYROOF / INSULATION R-13 + R-13 R-13 + R-25 R-13 LINER SYSTEM - THERMAL BLOCKS - R-25 BOTTOM LAYEROPAQUE ELEMENTSU-VALUE ORR-VALUE REQUIREDU-VALUE ORR-VALUEPROVIDEDDESCRIPTIONBUILDING ENVELOPE SCHEDULECLIMATE ZONE: 5BINSULATION NOTES:1. ALL INSTALLATIONS WILL INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS2. INSULATION IN CONTACT WITH GROUND SHALL HAVE < 0.3% WATER ABSORPTION RATE PER ASTM C272OCCUPANCY CALCULATIONS PER TABLE 1004.1.2ROOM NAME FUNCTIONSF PEROCCUPANTAREACALCULATEDOCCUPANCY%AIRCRAFT HANGAR AIRCRAFTHANGERS500 18,582.00 SF 37.16 100.00%TOTAL 18,582.00 SF 37.16 100.00%ABBREVIATIONSID INSIDE DIAMETERIGU INSULATED GLASS UNITIN INCHESINCL INCLUDE (or) INDLUDED (or) INCLUSIONINSUL INSULATION (or) INSULATEDINT INTERIORJAN JANITORJT JOINTKIT KITCHENKO KNOCK OUTLLENGTHLAM LAMINATE (or) LAMINATEDLAV LAVITORYLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLR LIVING ROOMLSF LEASABLE SQUARE FEETLVR. LOUVERMMENMAINT MAINTENANCEMAS MASONRYMATL MATERIALMAX MAXIMUMMBR MASTER BEDROOMMECH MECHANICALMEMB. MEMBRANEMEZZ. MEZZANINEMFR MANUFACTURERMH MAN HOLEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTL METALNFWH NON-FREEZE WALL HYDRANTNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNSF NET SQUARE FEETNTS NOT TO SCALEOC or O/C ON CENTEROD OUTSIDE DIAMETER (or) OVERFLOW DRAINOFCI OWNER FURNISHED CONTRACTORINSTALLEDOFF OFFICEOFOI OWNER FURNISHED OWNER INSTALLEDOH OPPOSITE HANDOPP OPPOSITEOZ OUNCEP LAM PLASTIC LAMINATEP TILE PORCELAIN TILEP-T POST-TENSIONEDP/L PLATEPL PLATEPLUMB PLUMBINGPLYWD PLYWOODPNL PANELPR PAIRPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESERVATIVE TREATEDPVC POLYVINYL CHLORIDEQTY QUANTITYR RISER (or) RADIUSR/W RIGHT OF WAYRCP REFLECTED CEILING PLANRD ROOF DRAINREBAR REINFORCING BARREF REFERENCE (or) REFRIDGERATORREINF REINFORCINGREQ REQUIREDREV REVISIONSRL ROOF LEADERRM ROOMRO ROUGH OPENINGROW RIGHT OF WAYRTU ROOTOP UNITSAN SANITARYSCHED SCHEDULESCWD SOLID CORE WOOD DOORSECT SECTIONSF SQUARE FEETSHT SHEETSIM SIMILARSOG SLAB ON GRADESPEC SPECIFICATION (or) SPECIFICATIONSSQ SQUARESS STAINLESS STEELSTC SOUND TRANSMISSION CLASSIFICATIONSTD STANDARDSTL STEELSTOR STORAGESTRUC STRUCTURE (or) STRUCTURALSUSP SUSPENDEDSYM SYMMETRY (or) SYMETRICALTTREADT&G TONGUE AND GROOVET.O. TOP OFT.O.P. TOP OF PARAPET (or) TOP OF PANELTBD TO BE DETERMINEDTEL TELEPHONETEMP TEMPERED (or) TEMPERATURETG TEMPERED GLASSTHK THICK (or) THICKNESSTOC TOP OF CONCRETETOF TOP OF FOOTINGTOS TOP OF STEELTOW TOP OF WALLTV TELEVISIONTYP TYPICALABBREVIATIONSUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUTIL UTILITYVB VINYL BASEVCT VINYL COMPOSITE TILEVENT VENTILATINGVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVOL VOLUMEVT VINYL TILEWWIDTHW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWP WATERPROOFING (or) WORK POINTWSCT WAINSCOTWWF WELDED WIRE FABRICNo Date Description
FIGURE 303.2CARPET ON FLOOR SURFACES1/4" MAXFIGURE 303.3BEVELED CHANGES IN LEVEL12(a)12(b)1/4" MAXMAX.1/2"1/4" - 1/2"FIGURE 304.3SIZE OF TURNING SPACE60" MINMIN36"MIN24"60" MINMIN12"MIN36"MIN12"(b) T-SHAPED(a) CIRCULARMIN60" DIAFIGURE 305.3SIZE OF CLEAR FLOOR SPACE30" MIN48" MINFIGURE 305.5POSITION OF CLEAR FLOOR SPACE(a) FORWARD30" MIN48" MIN30" MIN48" MIN(b) PARALLELFIGURE 305.7MANEUVERING CLEARANCE IN AN ALCOVE36" MINx > 24"60" MINX > 15"(a) FORWARD APPROACH(b) PARALLEL APPROACHFIGURE 306.2TOE CLEARANCE(a) ELEVATION(b) PLAN9" MIN6" MAX17" - 25"30" MINFIGURE 306.3KNEE CLEARANCE(a) ELEVATION(b) PLAN8" MIN9"11" MIN27" MIN30" MIN25" MAXX > 27"X ≥ 80"4" MAXFIGURE 307.2LIMITS OF PROTRUDING OBJECTSFIGURE 307.3POST-MOUNTED PROTRUDING OBJECTS(b)(a)> 27" - < 80"4" MAX4" MAXMAX27"X > 12"4" MAX4" MAXX > 12"> 27" - < 80"FIGURE 307.4VERTICAL CLEARANCEX < 80"MAX27"SIGNPOSTFIGURE 308.2.1UNOBSTRUCTED FORWARD REACH15" MIN48" MAX(a)(b)48" MAXMAX20"44" MAX>20"- 25"FIGURE 308.2.2UNOBSTRUCTED HIGH FORWARD REACH10" MAX15" MIN48" MAXFIGURE 308.3.1UNOBSTRUCTED SIDE REACH(a)(b)10" MAX34" MAX48" MAX34" MAX46" MAX>10"- 24"FIGURE 308.3.2UNOBSTRUCTED HIGH SIDE REACHFIGURE 403.5CLEAR WIDTH OF AN ACCESSIBLE ROUTEMAX24"MIN48"MAX24"36" MIN32" MIN36" MIN32" MINFIGURE 403.5.1CLEAR WIDTH AT 180° TURN(a) 180 DEGREE TURN(b) 180 DEGREE TURN(EXCEPTION)48" MIN42" MINX < 48"42" MIN60" MIN36" MINX < 48"36" MINFIGURE 404.2.2CLEAR WIDTH OF DOORWAYS(c) FOLDING DOOR(a) HINGED DOOR(b) SLIDING DOOR32" MIN32" MIN32" MIN(d) DOORWAYS WITHOUT DOORS36" MIN> 24"90.00°FIGURE 404.2.3.2MANEUVERING CLEARANCE AT MANUAL SWINGING DOOR(a) FRONT APPROACHPULL SIDEMIN18"36"60" MIN(b) FRONT APPROACHPUSH SIDE(NOTE)12" MIN48" MINNOTE -IF BOTH CLOSER AND LATCH ARE PROVIDED60" MIN36" MIN(c) HINGE APPROACHPULL SIDE54" MIN42" MIN(d) HINGE APPROACHPULL SIDEMIN22"NOTE 112" MINNOTE 1 -12" MIN IF BOTH CLOSER AND LATCH ARE PROVIDEDNOTE 2 -48" MIN IF BOTH CLOSER AND LATCH ARE PROVIDEDNOTE 242" MIN(e) HINGE APPROACHPUSH SIDENOTE48" MINMIN24"NOTE -54" MIN IF CLOSER IS PROVIDED(f) LATCH APPROACHPULL SIDEMIN24"NOTE42" MINNOTE -48" MIN IF CLOSER IS PROVIDED(g) LATCH APPROACHPUSH SIDEFIGURE 404.2.3.3MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS(b) POCKET OR HINGE APPROACH(a) FRONT APPROACH(c) STOP OR LATCH APPROACH48" MINMIN22"42" MIN42" MINMIN24"FIGURE 404.2.3.4MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS(a) FRONT APPROACH(b) SIDE APPROACH48" MIN42" MINFIGURE 404.2.3.5MANEUVERING CLEARANCE AT RECESSED DOORS(a) PULL SIDE60" MINMIN18"X > 8"X > 8"48" MIN48" MINMIN12"X > 8"(b) PUSH SIDE(c) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH34"-48"FIGURE 402.6, 404.2.10DOOR HARDWARE AND VISION LITES44" AT 8'34" AT 7'B.O. GLASS43" MAXVISION LITEDOOR HARDWAREBOTTOM 10" MUST BE FLUSH AND SMOOTHFIGURE 404.2.5TWO DOORS IN SERIES60" MIN60" MIN60" MINWIDTHDOOR48" MINWIDTHDOOR60" MIN48" MINWIDTHDOOR(a)(b)(c)4"- 7"11" MINFIGURE 504.2TREAD AND RISERS FOR ACCESSIBLE STAIRWAYSFIGURE 504.5STAIR NOSINGSR 1/2" MAX TYP(a)VERTICAL RISER(b)CURVED NOSING1 1/2" MAXCURVED(c)BEVELED NOSING1 1/2" MAXBEVELED30° MAX(d)ANGLED RISERFIGURE 505.4HANDRAIL HEIGHT(a) STAIRS(b) RAMPS(c) WALKING SURFACES34" - 38"34" - 38"34" - 38"FIGURE 505.5HANDRAIL CLEARANCE1 1/2" MIN1 1/2" MINFIGURE 505.10.1TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPFIGURE 505.10.2TOP HANDRAIL EXTENSIONS AT STAIRS12"FIGURE 505.10.3BOTTOM HANDRAIL EXTENSIONS AT STAIRSNOTE: X = TREAD DEPTHXX12" MINUNO12"12" MINFIGURE 505.7HANDRAIL CROSS SECTION1 1/4" - 2"(a)CIRCULAR(b)NONCIRCULAR(c)NONCIRCULARPERIMETER4" - 6 1/4"2 1/4" MAXTYP1 1/2" CLEARTYP1 1/2" CLEARFIGURE 604.2WATER CLOSET LOCATION(a) ACCESSIBLE WATER CLOSETS(b) AMBULATORY ACCESSIBLE WATER CLOSETS16" - 18"FIXTURECL36"FIXTURECL17" - 19"FIGURE 604.3SIZE OF CLEARANCE FOR WATER CLOSETSIN FIELDCOORD.18"FIXTURECLFIXTURECLEDGE OF LAV.61" MIN60" MIN56" MINSEAT HEIGHT (FIG. 604.4) 17" MIN -19" MAX12" MAX42" MINCLCL33" - 36"SECTION609.439" - 41"MIN18"CLCL39" - 41"54" MINCLFIGURE 604.5.1SIDE WALL GRAB BAR FOR WATER CLOSETCLMIN24"MIN12"36" MINCLCL33" - 36"SECTION609.4FIGURE 604.5.2REAR WALL GRAB BAR FOR WATER CLOSETFLUSH CONTROLS ON ACCESSIBLE SIDEFIGURE 604.7DISPENSER OUTLET LOCATION42" MAXMIN24"MIN18"1 1/2" MIN36" MAXMIN24"MAX48"MIN12"(a) PROTRUDING DISPENSER BELOW GRAB BAR(b) PROTRUDING DISPENSER ABOVE GRAB BAR42" MAXMIN.24"MIN18"(c) RECESSED DISPENSER48" MAX36" MAXFIGURE 604.9.2WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS(a) WALL-HUNG WATER CLOSET -ADULT56" MIN56" MIN60" MIN.(b) FLOOR-MOUNTED WATER CLOSET -ADULT56" MIN59" MIN60" MIN.MIN42"MIN42"(c)FIGURE 604.9.3.1WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS -ALTERNATE60" MIN18"DOOR SHALL NOT SWING INTO THE REQUIRED MINIMUM AREA OF THE COMPARTMENT56" MIN59" MINWALL MOUNTED WCFLOOR MOUNTED WCFIGURE 605.2HEIGHT OF URINALS(b) STALL TYPE(a) WALL HUNG TYPE13 1/2" MINMAX17"13 1/2" MIN60" MIN15" 12" 42" 18"7'-3"56" MINCLCLMINIMUM ROOM DIMENSIONS WITH IN-SWINGING DOORNOTE: 603.2, EXC 2. WHERE THE ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, THE DOOR SWING CAN OVERLAP THE TURNING SPACE AND FIXTURE CLEARANCES.6'-0"30" x 48"TURNING SPACECLEAR FLOOR SPACE36" MAX38"-43"FIGURE 602.5SPOUT LOCATION(b)ELEVATIONS(a)PLAN4" MAXPROTRUDING OBJECTMIN.15"COMPLY WITH 306 TOE & KNEE CLEARANCEWHEELCHAIR ACCESSIBLESTANDING HEIGHT5" MAX15" MINMAX7"27" MIN.MIN8"MIN11"MAX6"MIN9"SEE NOTE 2EXTEND FLOOR FINISH TO BACK WALL BELOW SINK AT BATHROOMS AND KITCHENSMIRRORNOTES:1. PROVIDE A 30" x 48" CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH.2. UNDERSINK ADA COMPLIANT WASTE AND H&C SUPPLY PIPING COVERS EQUAL TO PLUMBEREX SPECIALTY PRODUCTS: PRO-EXTREMESURFACE OF MIRROR40" MAX. TO REFLECTIVEUNDERMOUNT SINKDROP-IN SINK606LAVATORIES AND SINKS FORWARD APPROACHEXTEND FLOOR FINISH TO BACK WALL BELOW SINK AT BATHROOMS AND KITCHENSMAX7"27" MINMIN8"MIN11"MAX6"MIN9"SEE NOTE 2MIRRORSURFACE OF MIRROR40" MAX. TO REFLECTIVE25" MAX3x3x5/16" STEEL ANGLE FRAME3x3x5/16" STEEL ANGLE FRAMEBACKSPLASHBACKSPLASH25" MAX34" MAX TO RIM OF SINK34" MAX TO COUNTERTOPL ICEN SEDARCHITECTSTATEOFCOLORADOCRAIG TILLMAN DISHNERARC.00406963DATE PROJECT NO.SHEET TITLESHEET NO.380-H Knollwood Street, Suite 174Winston-Salem, NC 27103phone: 336-723-6360designbydma.comPLLCDMA ArchitecturePROJECT NAMEREVISIONSPHASESEALSReleased for ConstructionNot Released for ConstructionConstruction DocumentsDesign DevelopmentSchematic DesignRecord Drawings5/16/2022 4:49:36 PMA1.2ACCESSIBILITY REQUIREMENTSPER ANSI STANDARD ICCA117.1-200921-1010Kuhn AviationHangarGarfield County AirportRifle, CO 816505/16/2212" = 1'-0"1CHANGES IN LEVEL1/4" = 1'-0"2TURNING SPACE1/4" = 1'-0"3CLEAR FLOOR SPACE1/4" = 1'-0"4KNEE AND TOE CLEARANCES1/4" = 1'-0"5PROTRUDING OBJECTS1/4" = 1'-0"6REACH RANGES1/4" = 1'-0"7WALKING SURFACES1/4" = 1'-0"8DOORS AND DOORWAYS1/4" = 1'-0"9DOORS AND DOORWAYS1/4" = 1'-0"10DOORS AND DOORWAYS1/4" = 1'-0"11DOORS AND DOORWAYS1/4" = 1'-0"12DOORS AND DOORWAYS1/4" = 1'-0"13DOOR HARDWARE AND VISION LITES1/4" = 1'-0"14TWO DOORS IN SERIES3/4" = 1'-0"15TREADS AND RISERS3/4" = 1'-0"16STAIR NOSINGS1/4" = 1'-0"17HANDRAILS1" = 1'-0"18HANDRAIL CROSS SECTION1/4" = 1'-0"19WATER CLOSETS AND TOILET COMPARTMENTS1/4" = 1'-0"20WHEELCHAIRACCESSIBLE TOILET COMPARTMENTS1/4" = 1'-0"21URINALS1/4" = 1'-0"22ACCESSIBLEINDIVIDUAL TOILET ROOM1/4" = 1'-0"23ELECTRIC WATER COOLERS3/4" = 1'-0"24ACCESSIBLE SINKSNo Date Description
3A5.11A5.14A5.12A5.11245678ABCDEGHJ2A5.2_______1A5.2_______L171'-0"22'-2"1'-4"20'-10"22'-2"22'-2"22'-2"22'-2"3A5.2_______3K19'-0" 4'-0" 22'-6" 26'-8" 26'-8" 26'-8" 22'-6" 4'-0" 19'-0"133'-0"22'-2"7'-1"WINDOW RO8'-0"7'-1"7'-1"WINDOW RO8'-0"7'-1"7'-1"WINDOW RO8'-0"7'-1"7'-1"WINDOW RO8'-0"5'-9"14'-0"WINDOW RO8'-0" 4'-6" 11'-9"WINDOW RO8'-0" 6'-11" 9'-4"WINDOW RO8'-0" 9'-4" 6'-11" 8'-0" 11'-9" 4'-6" 8'-0" 14'-0"5'-9"WINDOW RO8'-0"7'-1"7'-1"WINDOW RO8'-0"7'-1"7'-1"WINDOW RO8'-0"7'-1"7'-1"WINDOW RO8'-0"7'-1"22'-2"4'-6"DOOR3'-0"15'-6"15'-6"3'-0"4'-6"CLERESTORY WINDOW ABOVEAIRCRAFTHANGAR101108107INSULATED SLIDING DOOR PANEL23'-0"6"BI-PARTING HANGAR DOOR124'-0" CLEAR6"23'-0"MECH / ELEC106106104109105A2.12RESTROOM105CLEAR16'-0"MECH / ELEC1071104'-6"DOOR3'-0"4'-6"KITCHEN1041/8" / 1'-0"1/8" / 1'-0"FLOOR DRAINS -SEE PLUMBING1/8" / 1'-0"1/8" / 1'-0"INSULATED VERTICAL LIFT OVERHEAD DOORCLEAR6'-0"DSDSDSDSDSDSDSDSDSDSPREFINISHED ALUMINUM DOWNSPOUTS (DS) BY PEBMSTRUCTURE BY PEBMEXTERIOR WALLS BY PEBM111AAAAAAAAACCCCCDD1BBC1C1CCAMETAL WALL PANEL ON INTERIOR FACE TO 8'-0" AFF CLERESTORY WINDOW ABOVE 133'-0"13'-8 3/4"104'-0"13'-8 3/4"8'-0 1/4"111'-0"8'-0 1/4"EQ6'-0"EQWINDOW ABOVE12'-0"OVERHEAD DOOR12'-0"CLEAR6'-0"CLEAR+/- 18'-6 1/2"BEXIT32"EXIT32"EXIT
32"203' / 3 = 67'-8"202'-3 3/16" MAX DIAGONAL DIMENSIONTRAVEL DISTANCE 135'-7 1/4"TRAVEL DISTANCE 135'-7 1/4"122A5.2_______L3KCLCL1'-6"4'-5"1'-5"8"4 1/4"15'-3 1/2"3'-0"4 7/8"1'-10 7/8"7 1/4"3'-0"3'-0"2'-10"4 1/4"8"4 1/4"7'-4"4 7/8"5'-0"4 7/8"5'-1 3/4"4 7/8"KITCHEN104SERVICE SINKREFSTORAGE4 7/8"1'-6"POCKET DOOR1'-0 1/8"1'-0 7/8"4 7/8"6'-2"7 1/4"8'-10"4 1/4"8"DOOR PANELS IN OPEN POSITION2'-1"RESTROOM105C4 7/8"5/8" GWB3-5/8" STEEL STUDSD7 1/4"5/8" GWB6" STEEL STUDS6" BATT INSULATION WHERE SHOWN IN ENLARGED FLOOR PLAN 2/A2.1B5/8" GWB3-5/8" STEEL STUDS4 1/4"METAL WALL PANEL TO 8'-0" AFFA10 1/2"METAL WALL PANELINTERIOREXTERIOR3 1/2" BATT INSULATION WHERE SHOWN IN ENLARGED FLOOR PLAN 2/A2.18" GIRTS BY PEBMTHERMAL INSULATION -SEE BUILDING ENVELOPE SCHEDULE ON A1.1ADOORBDOORCDOORDOORSEE SCHEDSCHEDSEESCHEDSEEDOORSEE SCHEDDOORSEE SCHEDSCHEDSEE1FRAMEDOORSEE SCHED2"2"SCHEDSEE2"18,582.00 SFL ICEN SEDARCHITECTSTATEOFCOLORADOCRAIG TILLMAN DISHNERARC.00406963DATE PROJECT NO.SHEET TITLESHEET NO.NOTES, KEY NOTES, LEGENDS380-H Knollwood Street, Suite 174Winston-Salem, NC 27103phone: 336-723-6360designbydma.comPLLCDMA ArchitecturePROJECT NAMEREVISIONSPHASESEALSReleased for ConstructionNot Released for ConstructionConstruction DocumentsDesign DevelopmentSchematic DesignRecord Drawings5/16/2022 4:49:37 PMA2.1FLOOR PLAN21-1010Kuhn AviationHangarGarfield County AirportRifle, CO 816505/16/221/8" = 1'-0"1FLOOR PLAN1/4" = 1'-0"2ENLARGED FLOOR PLANFINISH SCHEDULERM# ROOM NAME SF FLOOR WALLS BASE CEILING REMARKS101 AIRCRAFT HANGAR 17,655.97 SF SC MTL -- --104 KITCHEN 159.47 SF SC GWB VB GWB105 RESTROOM 45.22 SF SC GWB VB GWB106 MECH / ELEC 111.34 SF SC GWB VB GWB107 MECH / ELEC 96.17 SF SC GWB VB GWBDOOR SCHEDULEDOORNODOOR FRAMERATING REMARKSWIDTH HEIGHT THICK MAT TYPE MAT TYPE104 3'-0" 6'-8" 1 3/8" SCWD A HM 1 -- POCKET DOOR105 3'-0" 6'-8" 1 3/8" SCWD A HM 1 -- PRIVACY FUNCTION LOCKSET106 PR 6'-0" 6'-8" 1 3/8" SCWD A HM 1 --107 3'-0" 7'-0" 1 3/4" HM B HM 1 -- VERIFY KEYING AND HARDWAREREQUIREMENTS WITH OWNER108 3'-0" 7'-0" 1 3/4" HM B HM 1 -- VERIFY KEYING AND HARDWAREREQUIREMENTS WITH OWNER109 3'-4" 6'-8" 1 3/8" SCWD A HM 1 --110 PR 6'-0" 6'-8" 1 3/8" SCWD A HM 1 --111 3'-0" 7'-0" 1 3/4" HM B HM 1 -- VERIFY KEYING AND HARDWAREREQUIREMENTS WITH OWNER115 12'-0" 10'-0" 1 5/8" HM C HM 1 --1 1/2" = 1'-0"3PARTITION TYPES1/4" = 1'-0"4DOOR AND FRAME ELEVATIONSGWB:5/8" GWB, LEVEL IV FINISH, INSTALL CORNER BEADS AT ALL OUTSIDE CORNERS, PRIME AND PAINT.MTL:METAL WALL PANELS BY PEBM. INSTALL TO 8'-0" AFF TYP ON INTERIOR WALLS. INSULATED LINER SYSTEM TO BE EXPOSED ABOVE 8'-0". INSTALL METAL WALL PANELS FULL HEIGHT ON INTERIOR FACE OF HANGER DOOR PANELS.SC:CONCRETE FLOOR WITH EPOXY FLOOR SEALER TO REMAIN EXPOSED.VB:INSTALL VINYL COVE BASE ON BOTH SIDES OF ALL GWB WALLS.CONCEPT PLANDOORS:SCWD: SOLID CORE DOOR FACTORY PRIMED FOR PAINTHM: INSULATED 18GA HOLLOW METAL DOORFRAMES:HM: 16GA HOLLOW METAL DOORNo Date Description
3A5.11A5.14A5.12A5.11245678ABCDEGHJ2A5.2_______1A5.2_______L3A5.2_______3K19'-0"4'-0"22'-6"26'-8"26'-8"26'-8"22'-6"4'-0"19'-0"171'-0"22'-2"1'-4"20'-10"22'-2"22'-2"22'-2"22'-2"133'-0"DSDSDSDSDSDSDSDSDSDSPREFINISHED ALUMINUM GUTTERS AND DOWNSPOUTS (DS) BY PEBMRIDGE CAPMETAL ROOF SYSTEM BY PEMB1" / 1'-0"1" / 1'-0"TOTAL ROOF AREA: 16,601 SF1 1/4"L ICEN SEDARCHITECTSTATEOFCOLORADOCRAIG TILLMAN DISHNERARC.00406963DATE PROJECT NO.SHEET TITLESHEET NO.NOTES, KEY NOTES, LEGENDS380-H Knollwood Street, Suite 174Winston-Salem, NC 27103phone: 336-723-6360designbydma.comPLLCDMA ArchitecturePROJECT NAMEREVISIONSPHASESEALSReleased for ConstructionNot Released for ConstructionConstruction DocumentsDesign DevelopmentSchematic DesignRecord Drawings5/16/2022 4:49:37 PMA2.2ROOF PLAN21-1010Kuhn AviationHangarGarfield County AirportRifle, CO 816505/16/221/8" = 1'-0"1ROOF PLANNo Date Description
3A5.11A5.14A5.12A5.11245678ABCDEGHJ2A5.2_______1A5.2_______L3A5.2_______3K65'-10"65'-10"22'-2"DSDSDSDSDSDSDSDSDSDSROOF RIDGE LINEROOF SOFFITINSULATED SLIDING DOOR PANELSTRUCTURE BY PEBMROOF INSULATION LINER SYSTEMRESTROOM105KITCHEN104MECH / ELEC106MECH / ELEC107CLCLCLEQEQEQEQCLEQEQAIRCRAFTHANGAR10119'-0"4'-0"22'-6"26'-8"26'-8"26'-8"22'-6"4'-0"19'-0"171'-0"22'-2"1'-4"20'-10"22'-2"22'-2"22'-2"22'-2"133'-0"CLEQEQCLEQEQCLEQEQCLEQEQLIGHT FIXTURE -SEE ELECTRICALHEATER -SEE MECHANICALFAN -SEE MECHANICALINSTALL 6" BATT INSULATION ABOVE CEILINGL ICEN SEDARCHITECTSTATEOFCOLORADOCRAIG TILLMAN DISHNERARC.00406963DATE PROJECT NO.SHEET TITLESHEET NO.380-H Knollwood Street, Suite 174Winston-Salem, NC 27103phone: 336-723-6360designbydma.comPLLCDMA ArchitecturePROJECT NAMEREVISIONSPHASESEALSReleased for ConstructionNot Released for ConstructionConstruction DocumentsDesign DevelopmentSchematic DesignRecord Drawings5/16/2022 4:49:48 PMA2.3REFLECTED CEILING PLAN21-1010Kuhn AviationHangarGarfield County AirportRifle, CO 816505/16/221/8" = 1'-0"1REFLECTED CEILING PLANNo Date Description
12456782A5.2_______1A5.2_______22'-2" 22'-2" 22'-2" 22'-2" 22'-2" 22'-2"133'-0"312'-0"12'-0"17'-0"29'-0"4'-0"RO4'-0"4'-0"NUCOR REVERSE CLASSIC WALL PANELTHERMALLY BROKEN STOREFRONT WINDOWGUTTER AND DOWNSPOUT BY PEBM12'-0"DARK BRONZE PVDF FINISHSLATE GRAY PVDF FINISHABCDEGHJL23'-0"22'-6"26'-8"26'-8"26'-8"22'-6"4'-0"19'-0"3A5.2_______K1" / 1'-0"17'-0"12'-0"12'-0"12'-0"7'-0"4'-6"RO3'-0"4'-6"29'-0"BI-PARTING HANGAR DOOR124'-0" CLEARDARK BRONZE PVDF FINISHSLATE GRAY PVDF FINISHNUCOR REVERSE CLASSIC WALL PANELTHERMALLY BROKEN STOREFRONT WINDOWSEE MECHANICAL5'-0"5'-0"171'-0"4'-6"3'-0"4'-6"7'-0"4'-6"3'-0"4'-4 3/4"12456782A5.2_______1A5.2_______22'-2" 22'-2" 22'-2" 22'-2" 22'-2" 22'-2"133'-0"34'-0"RO4'-0"4'-0"12'-0"17'-0"29'-0"12'-0"12'-0"NUCOR REVERSE CLASSIC WALL PANELTHERMALLY BROKEN STOREFRONT WINDOWGUTTER AND DOWNSPOUT BY PEBMABCDEGHJL19'-0"26'-6"26'-8"26'-8"26'-8"26'-6"19'-0"171'-0"3A5.2_______K4'-0"RO4'-0"4'-0"12'-0"17'-0"4'-4"3'-4"4'-4"29'-0"DARK BRONZE PVDF FINISHSLATE GRAY PVDF FINISHNUCOR REVERSE CLASSIC WALL PANELTHERMALLY BROKEN STOREFRONT WINDOWSEE MECHANICAL5'-0"5'-0"CLDOOR AND WINDOW10'-0"INSULATED VERTICAL LIFT OVERHEAD DOOR12'-0"12'-0"7'-0"12'-0"L ICEN SEDARCHITECTSTATEOFCOLORADOCRAIG TILLMAN DISHNERARC.00406963DATE PROJECT NO.SHEET TITLESHEET NO.NOTES, KEY NOTES, LEGENDS380-H Knollwood Street, Suite 174Winston-Salem, NC 27103phone: 336-723-6360designbydma.comPLLCDMA ArchitecturePROJECT NAMEREVISIONSPHASESEALSReleased for ConstructionNot Released for ConstructionConstruction DocumentsDesign DevelopmentSchematic DesignRecord Drawings5/16/2022 4:49:48 PMA5.1BUILDING ELEVATIONS21-1010Kuhn AviationHangarGarfield County AirportRifle, CO 816505/16/221/8" = 1'-0"3EAST ELEVATION1/8" = 1'-0"2NORTH ELEVATION1/8" = 1'-0"4WEST ELEVATION1/8" = 1'-0"1SOUTH ELEVATIONCONCEPT PLANNo Date Description
FFE100'-0"ABCDEGHJEAVE HEIGHT135'-0"L19'-0" 4'-0" 22'-6" 26'-8" 26'-8" 26'-8" 22'-6" 4'-0" 19'-0"171'-0"40'-10"3A5.2_______KSTEEL COLUMN BY PEBMRIDGE CAP BY PEBMCFR METAL DECKING BY PEBM5'-10"1'-7"25'-5"8'-0"INTERIOR WALL PANELS FULL HEIGHT AT SLIDING DOORINTERIOR WALL PANELS TO 8'-0" AFF, TYPSEE MECHANICAL5'-0"31'-0"INSULATION LINER SYSTEMTHERMALLY BROKEN STOREFRONT WINDOW IN SLIDING DOOR PANELFOOTINGS TBD BY STRUCTURAL8'-0"STEEL STRUCTURE BY PEBMMAINTAIN 30' MINIMUM CLEAR HEIGHT THROUGHOUTFFE100'-0"BCDEGHJEAVE HEIGHT135'-0"3A5.2_______4'-0"22'-6"26'-8"26'-8"26'-8"22'-6"4'-0"133'-0"KALUMINUM GUTTERS AND DOWNSPOUTS BY PEBMINSULATED VERTICAL LIFT OVERHEAD DOORSEE MECHANICAL31'-0"5'-0"35'-0"5'-10"THERMALLY BROKEN STOREFRONT WINDOW IN SLIDING DOOR PANELFOOTINGS TBD BY STRUCTURAL40'-10"CFR METAL DECKING BY PEBMRIDGE CAP BY PEBMSTEEL STRUCTURE BY PEBMLED HIGH BAY LIGHT FIXTUREINT FINISH CEILING HEIGHT 8'-0" -TYP.8'-0"INTERIOR WALL PANELS TO 8'-0" AFF, TYPMAINTAIN 30' MINIMUM CLEAR HEIGHT THROUGHOUTFFE100'-0"12456782A5.2_______1A5.2_______EAVE HEIGHT135'-0"3BI-PARTING HANGER DOOR29'-0" CLEAR22'-2"1'-4"20'-10"22'-2"22'-2"22'-2"22'-2"133'-0"THERMALLY BROKEN STOREFRONT WINDOW IN SLIDING DOOR PANELFOOTINGS TBD BY STRUCTURAL8'-0"INTERIOR WALL PANELS TO 8'-0" AFF, TYPINT FINISH CEILING HEIGHT 8'-0" -TYP.STEEL STRUCTURE BY PEBMVARIES1'-7"33'-5"MAINTAIN 30' MINIMUM CLEAR HEIGHT THROUGHOUTL ICEN SEDARCHITECTSTATEOFCOLORADOCRAIG TILLMAN DISHNERARC.00406963DATE PROJECT NO.SHEET TITLESHEET NO.NOTES, KEY NOTES, LEGENDS380-H Knollwood Street, Suite 174Winston-Salem, NC 27103phone: 336-723-6360designbydma.comPLLCDMA ArchitecturePROJECT NAMEREVISIONSPHASESEALSReleased for ConstructionNot Released for ConstructionConstruction DocumentsDesign DevelopmentSchematic DesignRecord Drawings5/16/2022 4:49:53 PMA5.2BUILDING SECTIONS21-1010Kuhn AviationHangarGarfield County AirportRifle, CO 816505/16/221/8" = 1'-0"2BUILDING SECTION1/8" = 1'-0"1BUILDING SECTION1/8" = 1'-0"3BUILDING SECTIONCONCEPT PLANNo Date Description
GENERAL STRUCTURAL NOTES:
Design Criteria:
Code Edition:2015 IBC (International Building Code)
Loads used in design are as follows:
Dead Loads
Roof
PEMB (Pre-Engineered Metal Building)Actual Weight psf
PEMB Roof Collateral Load 6 psf
Floor Live Loads
Airplane Wheel Load 30 kips
Light Storage 125 psf
Snow Loads Elevation 5537.59 ft. ASL
Ground Snow Load 58 psf
Flat Roof Snow Load 40 psf
Snow Exposure Factor, Ce 1.00
Snow Load Importance Factor, Is 1.00
Thermal Factor, Ct 1.00
Wind Design Data
Analysis Procedure IBC Prescriptive Design
Ultimate Wind Speed, Vult.115 mph
Nominal Wind Speed, Vasd.89 mph
Nominal Wind Speed, Service Load Deflection, 10 yr MRI 76 mph
Risk Category II
Wind Exposure C
Internal Pressure Coefficient +-0.18
Exterior Component and Cladding Wind Pressures, (ASD Allowable Stress Design Pressures)
Roof -Flat to 6:12 pitch
zone 1 roof, < 10 sq. ft.+17 psf -30 psf
zone 1 roof, > 100 sq. ft.+12 psf -27 psf
zone 2 roof, < 10 sq. ft.+17 psf -50 psf
zone 2 roof, > 100 sq. ft.+12 psf -35 psf
zone 3 roof, < 10 sq. ft.+17 psf -75 psf
zone 3 roof, > 100 sq. ft.+12 psf -55 psf
overhang, zone 1 < 10 sq. ft.-43 psf -43 psf
overhang, zone 1, <100 sq. ft.-40 psf -40 psf
overhang, zone 1, <500 sq. ft.-28 psf -28 psf
overhang, zone 2 < 10 sq. ft.-55 psf -55 psf
overhang, zone 2, <100 sq. ft.-55 psf -55 psf
overhang, zone 3 < 10 sq. ft.-93 psf -93 psf
overhang, zone 3, >100 sq. ft.-63 psf -63 psf
Roof -6:12 to 12:12 pitch
zone 1 roof, < 10 sq. ft.+17 psf -30 psf
zone 1 roof, > 100 sq. ft.+12 psf -27 psf
zone 2 roof, < 10 sq. ft.+17 psf -50 psf
zone 2 roof, > 100 sq. ft.+12 psf -35 psf
zone 3 roof, < 10 sq. ft.+17 psf -75 psf
zone 3 roof, > 100 sq. ft.+12 psf -55 psf
overhang, zone 2 < 10 sq. ft.-55 psf -55 psf
overhang, zone 2, <500 sq. ft.-45 psf -45 psf
overhang, zone 3 < 10 sq. ft.-93 psf -93 psf
overhang, zone 3, >100 sq. ft.-63 psf -63 psf
Walls < 60 feet
zone 4 wall, <10 sq. ft.+30 psf -32 psf
zone 4 wall, >500 sq. ft.+22 psf -25 psf
zone 4 parapet walls +85 psf -50 psf
zone 5 wall, <10 sq. ft.+30 psf -40 psf
zone 5 wall, >500 sq. ft.+22 psf -25 psf
zone 5 parapet walls +108 psf -72 psf
Seismic Design Data
Analysis Procedure ASCE7 Equivalent Lateral Force Procedure
Ss 0.306
S1 0.08
Site Class D
Sds 0.318
Sd1 0.127
Seismic Design Category B
Seismic Force Resisting System(s)
Basic Seismic Force Resisting System 1 STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE
Design Base Shear V = 0.106 x W
Seismic Response Coefficient, Cs 0.106
Response Modification Coefficient, R 3
Geotechnical Design Data
Allowable Soil Bearing Pressure 2500 psf (native soil)
Allowable Soil Bearing Pressure 4500 psf (24 inches imported structural fill per Geotech)
Frost Depth (minimum)36 inches
Passive Lateral Pressure 350 psf
Coefficient of Friction 0.4
Geo-Technical Information
1 The foundation design was prepared in accordance with the geotechnical report by Yeh and Associates Inc., dated March 18 2022, job number
222-084. Footings were designed for an allowable bearing pressure of 2500 psf. Restrained walls were designed for an at rest lateral pressure of psf
and unrestrained walls were designed for an active lateral pressure of psf. Footings shall bear on undisturbed native soils or compacted fill per
geotech report 36 inches below adjacent finished grade. Subsurface drainage, excavation, backfilling, surface drainage, and compaction shall be done
in accordance with the recommendations in the report. A representative of the soils engineer shall verify the soil conditions and allowable soil bearing
pressure at the time of excavation
Reinforcing Steel:
1 All reinforcement detailing, fabrication and placement shall conform to the ACI Details and Detailing of Reinforcement (ACI 315).
2 Unless noted otherwise, all reinforcing bars #5 or larger shall be of deformed bars conforming to ASTM A615, Grade 60. #4 bars or smaller shall be
ASTM A615, Grade 40. Welded reinforcing bars shall be ASTM A706, Grade 60.
3 Welded wire fabric shall conform to ASTM A185, Grade 60 and be lapped a minimum of one full mesh plus two inches at side and end splices and be
wired together.
4 Reinforcement shall be the longest lengths practical. Where splices are necessary, lap splices shall be a minimum of 60 bar diameters for Grade 60
reinforcing and 40 bar diameters for Grade 40 reinforcing, unless noted otherwise. Do not weld or use mechanical splicing.
5 At corners make bar continuous through discontinuity or provide corner bars with a full length lap splice each side of corner.
6 Place two #5's (per 8 inches of wall thickness) to extend a minimum of 38 inches around all openings and steps in walls, slabs, and beams. Provide #5
x 5'-0 diagonal at all corners of openings and steps in walls, slabs, and beams.
Reinforced Concrete:
1 All structural concrete has been designed in accordance with ACI 318. All structural concrete construction work shall conform to ACI 301 unless noted
otherwise.
2 Cast in place concrete shall be made with Type II or V cement. Admixtures containing chloride salts shall not be used. All concrete walls and slabs
exposed to the weather and garage floor slabs shall have 5-7% of entrained air. Concrete shall have minimum 28 day compressive strengths of:
Element:Minimum Compressive Strength, f'c (psi)
Basement walls, foundations, and other concrete not exposed to earth or
weather:4000 psi
Interior floor slabs:4000 psi
Basement walls, foundation walls, exterior walls and other vertical
concrete work exposed to earth or weather:4000 psi
Exterior slabs and steps exposed to the weather:4500 psi
3 Concrete coverage for reinforcing steel shall provide the following:
Unformed surfaces poured permanently against earth:3 inches
Formed surfaces exposed to earth or weather:
#5 bar or less:1 1/2 inches
#6 bar or greater:2 inches
4 Hot and cold weather concreting procedures shall conform to the recommendations in the ACI manual of Concrete Practice.
5 Bolts for beam and column bearing plates shall be set with templates.
6 Contractor shall coordinate all embeds, penetrations, openings, and verify all plan dimensions prior to forming and pouring concrete.
7 Construction joints shall be laid out to minimize the number of construction joints in each individual structure. Construction joints in walls shall not
occur close to wall corners or intersections such that the divide additional corner or intersection reinforcement.
Concrete Anchors:
1 Anchor bolts are to be ASTM F1554, Grade 55 Heavy Hex headed anchor bolts, unless noted otherwise. Embedment shall be a minimum of 16 times
anchor diameter unless noted otherwise.
Pre-Engineered Metal Building
1 Pre-Engineered Metal Building manufacturer shall be responsible for furnishing the metal building system which shall include the primary and
secondary structural framing members and all associated framing, siding, roofing, flashing, fasteners, and other components, and accessories required
for a complete building. Anchor bolts and other items embedded in the concrete shall be supplied by the general contractor.
2 Pre-Engineered Metal Building framing, parts, and components shall be designed for loads given. Calculations and shop drawings shall be signed and
sealed by an Engineer registered in the project state. Submit calculations and shop drawings to the Engineer for review and confirmation of column
reactions assumed in the foundation design prior to commencement of the project. Erection drawings and calculations shall be submitted for buiding
department approval in accordance with the deferred submittal requirements of the Building Code.
3 The structural framing and foundation plans by the Engineer of Record indicate typical and assumed primary and secondary framing sizes, bracing type
and location, column locations, pier sizes, and anchor bolt dimensions and layout. These may vary from manufacturer to manufacturer and shall be
confirmed and coordinated by the building manufacturer and the general contractor. Foundation design and Anchor bolt sizes and embedments shall
be confirmed by the Engineer of Record and any adjustments in the design or detailing provided prior to the start of foundation construction.
4 Pre-Engineered Metal Building Deformation and Drift Design shall conform with the following limits:
Metal Panel Roofing and Wall Cladding, Deflection Limit L/60
Metal Panel Roofing Areas, Service Load Roof Framing Deflection Limit L/150
Roof supported ceiling areas, Service Load Roof Framing Deflection Limit L/240
Metal Panel Clad Walls, Wall Framing Service Load Deflection Limit L/90
Unpartitioned and Metal Clad Building Areas, Allowable Seismic Drift
Limit
H/50
Partitioned building areas with drywall clad walls or partitions, Allowable
Seismic Drift Limit
H/67
General Requirements:
1 Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions supported and
braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final
completed structure. Contact engineer for consultation (not in contract) as required.
2 Dimensions: Check all dimensions against field and architectural drawings prior to construction. Do not scale drawings.
3 Construction practices: The general contractor is responsible for means, methods, techniques, sequences and procedures for construction of this
project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions.
4 Coordinate requirements for mechanical/electrical/plumbing penetrations through structural elements with structural engineer. Prior to installation of
such equipment or other items to be attached to the structure, the contractor shall obtain approval for connections and support. Contractor shall furnish
required hangers, connections, etc. required for installation of such items, unless specifically noted on plans.
5 Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest edition of the IBC.
6 The structural engineer may make periodic observation visits to the jobsite for determination of general conformance with the construction documents.
Such observation visits shall not replace required inspections by the governing authorities or serve as "special inspections"as may be required by the
International Building Code.
7 Though every effort has been made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of
these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible
structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted.
Deferred Submittals:
1 When received and reviewed by the Engineer of Record, the following submittal items will be submitted to the building official for review and approval:
Pre-Engineered Metal Building
MATERIALS LEGEND
CLAY MASONRY / BRICK
CONCRETE -CAST-IN-PLACE
CONCRETE MASONRY UNIT
NATIVE EARTH
GRAVEL
GYPSUM WALL BOARD
PLYWOOD
DIMENSIONED LUMBER
WOOD BLOCKING
SAND / GRANULAR FILL
STEEL
COMPACTED EARTH
SYMBOLS LEGEND
SECTION CUT LABEL
1
S1.01
SIM
DRAWING NUMBER
SHEET ON WHICH THE
SECTION OCCURS
S1.01
1
SIM
DETAIL
DRAWING NUMBER
SHEET ON WHICH THE
DETAIL OCCURS
STRUCTURAL GRID LINE
1
S1.01
SIM
0
0
1
REVISION MARK
ELEVATION MARK
Title:
Dwg No.
Job No.
Drawn by:
Date:
PE:QC:Project Milestone:118 West Sixth Street, Suite 200Glenwood Springs, CO 81601970.945.1004 www.sgm-inc.comNOT FOR
CONSTRUCTION
I:\2021\2021-546-KuhnMeekerHanger\001-AviationHanger\H-Dwgs\Struc\Revit\KuhnHangarRifle-Struct-R22.rvt5/12/2022 4:40:45 PMKuhn Aviation HangarGarfield County, COPERMIT SET2021-546.001
MAN
05/13/2022
MANJEP
GENERAL NOTES
S0.01#Revision:Date:By:
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
TYPE
CONTINUOUS
DURING TASK
LISTED
PERIODICALLY
DURING TASK
LISTED
REFERENCED
STANDARDa IBC REFERENCE
1. Inspection of reinforcing steel, including
prestressing tendons, and verify placement.— X
ACI 318 Ch. 20, 25.2,
25.3, 26.6.1-26.6.3 1908.4
2. Reinforcing bar welding:
a. Verify weldability of reinforcing bars other
than ASTM A706 — X
AWS D1.4
ACI 318: 26.6.4 —b. Inspect single-pass fillet welds, maximum
5/16"; and X
c. Inspect all other welds X
3. Inspect anchors cast in concrete.—X ACI 318: 17.8.2 —
4. Inspect anchors post-installed in hardened
concrete members.b
a. Adhesive anchors installed horizontally or
upwardly inclined orientations to resist
sustained tension loads.
X ACI 318: 17.8.2.4
b. Mechanical anchors and adhesive anchors
not defined in 4.a X ACI 318: 17.8.2 —
5. Verifying use of required design mix. — X
ACI 318: Ch. 19, 26.4.3,
26.4.4
1904.1, 1904.2,
1908.2, 1908.3
6. Prior to concrete placement, fabricate specimens
for strength tests, perform slump and air content
tests, and determine the temperature of the concrete.
X —
ASTM C 172
ASTM C 31
ACI 318: 26.4, 26.12
1908.10
7. Inspect concrete and shotcrete placement for
proper application techniques.X — ACI 318: 26.5
1908.6, 1908.7,
1908.8
8. Verify maintenance of specified curing temperature
and techniques — X ACI 318: 26.5.3-26.5.5 1908.9
9. Inspect prestressed concrete for:
a. Application of prestressing forces; and X — ACI 318: 26.10 —
b. Grouting of bonded prestressing tendons. X —
10. Inspect erection of precast concrete members. — X ACI 318: Ch. 26.8 —
11. Verify in-situ concrete strength, prior to stressing
of tendons in post-tensioned concrete and prior to
removal of shores and forms from beams and
structural slabs.
— X ACI 318: 26.11.2 —
12. Inspect formwork for shape, location and
dimensions of the concrete member being formed.— X ACI 318: 26.11.1.2(b) —
For SI: 1 inch = 25.4 mm
a. Where applicable, see also Section 1705.12, Special Inspections for seismic resistance.
b. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with 17.8.2 in ACI
318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design
professional and shall be approved by the building official prior to the commencement of the work.
Table 1705.6
REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION
1. Verify materials below shallow foundations
are adequate to achieve the design bearing
capacity.
-X
2. Verify excavations are extended to proper
depth and have reached proper material.-X
3. Perform classification and testing of
compacted fill materials.-X
4. Verify use of proper materials, densities and
lift thicknesses during placement and
compaction of compacted fill.
X -
5. Prior to placement of compacted fill, observe
subgrade and verify that site has been prepared
properly.
-X
REQUIRED QUALITY CONTROL AND QUALITY ASSURANCE INSPECTIONS OF HIGH
STRENGTH BOLTING
Quality Control Inspections shall be performed by the fabricator's or erector's Quality Control
Inspector. Quality Assurance Inspections and nondestructive testing of structural steel
elements in buildings, structures, and portions thereof shall be in accordance with the quality
assurance inspection requirements of AISC 360. Observation of bolting operations shall be the
primary method used to confirm that the materials, procedures and workmanship incorporated
in construction are in conformance with the construction documents and provisions of the
RCSC Specification.
(1) For snug-tight joints, pre-installation verification testing and monitoring of the installation
procedures are not applicable.
(2) For pretensioned joints and slip-critical joints, when the installer is using the turn-of-the
method with matchmarking techniques, the direct tension indicator method, or the twist off type
tension control bolt method, QC and QA inspectors need not be present during installation.
(3) For pretensioned and slip-critical joints, when the installer is using the calibrated wrench
method, or turn-of-the-nut method wihtout matchmarking, QC and QA inspectors shall be
engaged in their assigned inspection duties during installation of fasteners.
As a minimum, bolting inspection tasks shall be in accordance with the following tables:
In these tables, the inspection tasks are as follows:
O - Observe these items on a random basis. Operations need not be delayed pending these
inspections.
P - Perform these tasks for each welded joint or member.
INSPECTION TASKS PRIOR TO BOLTING QC QA
Manufacturer's certifications available for
fastener materials O P
Fasteners marked in accordance with ASTM
requirements O O
Proper fasteners selected for the joint detail
(grade, type, bolt length if threads are to be
excluded from shear plane)
O O
Proper bolting procedure selected for joint detail O O
Connecting elements, including the appropriate
faying surface condition and hole preparation, if
specified, meet applicable requirements.
O O
Pre-installation verification testing by installation
personnel observed and documented for
fastener assemblies and methods used.
P O
Proper storage provided for bolts, nuts,
washers, and other fastener components.O O
INSPECTION TASKS DURING BOLTING QC QA
Fastener assemblies, of suitable condition,
placed in all holes and washers (if required) are
positioned as required.
O O
Joint brought to the snug-tight condition prior to
the pretensioning operation.O O
Fastener component not turned by the wrench
prevented from rotating.O O
Fasteners are pretensioned in accordance with
the RCSC Specification, progressing
systematically from the most rigid point toward
the free edges.
O O
INSPECTION TASKS AFTER BOLTING QC QA
Document acceptance or rejection of bolted
connections P P
REQUIRED QUALITY CONTROL AND QUALITY ASSURANCE INSPECTIONS OF WELDED
STEEL CONSTRUCTION
Quality Control Inspections shall be performed by the fabricator's or erector's Quality Control
Inspector. Quality Assurance Inspections and nondestructive testing of structural steel elements in
buildings, structures, and portions thereof shall be in accordance with the quality assurance
inspection requirements of AISC 360. Observation of Welding operations and visual inspection of in-
process and completed welds shall be the primary method to confirm that the materials, procedures
and workmanship are in conformance with the construction documents. As a minimum welding
inspection tasks shall be in accordance with the following tables. In these tables, the inspection
tasks are as follows:
O - Observe these items on a random basis. Operations need not be delayed pending these
inspections.
P - Perform these tasks for each welded joint or member.
INSPECTION TASKS PRIOR TO WELDING QC QA
Welding procedure specifications (WSPs)
available P P
Manufacturer certifications for welding
consumables available.P P
Material identification (type/grade) O O
Welder identification system 1 O O
Fit-up of groove welds (including joint geometry)
• Joint preparation
• Dimensions (alignment, root opening, root
face, bevel)
• Cleanliness (condition of steel surfaces)
• Tacking (tack weld quality and location)
• Backing type and fit (if applicable)
O O
Configuration and finish of access holes O O
Fit-up of fillet welds
• Dimensions (alignment, gaps at root)
• Cleanliness (condition of steel surfaces)
• Tacking (tack weld quality and location)
O O
Check welding equipment O O
1 The fabricator or erector, as applicable, shall maintain a system by which a welder who has welded
a joint or member can be identified. Stamps, if used, shall be the low-stress type.
INSPECTION TASKS DURING WELDING QC QA
Use of qualified welders O O
Control and handling of welding consumables
• Packaging
• Exposure control
O O
No welding over cracked tack welds O O
Environmental Conditions
• Wind speed within limits
• Precipitation and temperature
O O
WPS followed
• Settings on welding equipment
• Travel speed
• Selected welding materials
• Shielding gas type/flow rate
• Preheat applied
• Interpass temperature maintained (min./max.)
• Proper position (F, V, H, OH)
O O
Welding techniques
• Interpass and final cleaning
• Each pass within profile limitations
• Each pass meets quality requirements
O O
INSPECTION TASKS AFTER WELDING QC QA
Welds cleaned O O
Size, length and location of welds P P
Welds meet visual acceptance criteria
• Crack prohibition
• Weld/base-metal fusion
• Crater cross section
• Weld profiles
• Weld size
• Undercut
• Porosity
P P
Arc strikes P P
k-area 1 P P
Backing removed and weld tabs removed (if
required)P P
Repair activities P P
Document acceptance or rejection of welded
joint or member P P
1 When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area,
visually inspect the web k-area for cracks within 3 in. (75mm) of the weld.
STATEMENT OF SPECIAL INSPECTIONS
This Statement of Special Inspections is prepared in accordance with the 2015 International Building Code Section 1704.3. It is
limited to structural elements and does not include requirements for architectural components, plumbing, mechanical, and
electrical components, fire resistant materials, insulation systems and smoke control systems as outlined in IBC Sections
1705.12.5, 1705.12.6, 1705.14, 1705.15, 1705.16, 1705.17, and 1705.18. Additional Statements may be required from other
Design Professionals.
Sections noted shall be inspected or tested in accordance with the referenced standards or IBC reference. See IBC for
appropriate references.
Inspections and testing shall be performed by the Jurisdiction Building Official or by an approved agency engaged by the
Owner or Owner’s representative and recognized and approved by the Building Official in accordance with IBC Section 1703.
Title:
Dwg No.
Job No.
Drawn by:
Date:
PE:QC:Project Milestone:118 West Sixth Street, Suite 200Glenwood Springs, CO 81601970.945.1004 www.sgm-inc.comNOT FOR
CONSTRUCTION
I:\2021\2021-546-KuhnMeekerHanger\001-AviationHanger\H-Dwgs\Struc\Revit\KuhnHangarRifle-Struct-R22.rvt5/12/2022 4:40:45 PMKuhn Aviation HangarGarfield County, COPERMIT SET2021-546.001
MAN
05/13/2022
MANJEP
SPECIAL INSPECTIONS
S0.02#Revision:Date:By: