HomeMy WebLinkAboutVMS - Greenhouse Permit Set 5.14.14.pdfRoom name101100'-0"LEVEL INDICATORA1011SIM100'-0"SPOT ELEVATION1A101SIMDETAIL NUMBERSHEET WHERE SHOWNSECTION LETTERSHEET WHERE SHOWNDETAIL DESIGNATORBUILDING SECTION DESIGNATOR1101DOOR DESIGNATOR1iWINDOW DESIGNATOR0REFERENCE1iWALL TYPE1ADDENDUMREVISED AREAOF DRAWINGDRAWING CONVENTIONSCOMPACTEDBACKFILLC.I.P. CONCRETEBATT INSULATIONSTONE VENEERSTEELCONCRETE TOPPINGWOODNEW STUDWALLBRICK VENEERDIMENSIONALLUMBERRIGID INSULATIONCMUEXISTINGSTUD WALLGROUND LINESTONE PAVERSMATERIAL SYMBOLS°±W/<1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A0.00COVER SHEETVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SETRS ROUGH SAWNRWC RAIN WATER CONDUCTORS SOUTHSC SOLID CORESCD SEAT COVER DISPENSERSCHED SCHEDULESD SOAP DISPENSERSECT SECTIONSF SQUARE FEETSGLT STRUCTURAL GLU-LAM TIMBERSHLVS SHELVESSHR SHOWERSHT SHEETSHTG SHEATHINGSIM SIMILARSPEC SPECIFICATION(S)SQ SQUARESR SINK RECEPTACLESS STAINLESS STEELSSK SERVICE SINKSST STAINLESS STEELST STAINSTA STATIONSTD STANDARDSTL STEELSTO STORAGESTRUCT STRUCTURE or STRUCTURALSUSP SUSPEND(ED)SV SHEET VINYLSYM SYMMETRICALSYS SYSTEMT TREADST&B TOP AND BOTTOMT&G TONGUE AND GROOVETB TOWEL BARTEL TELEPHONETHK THICK or THICKNESSTHR THRESHOLDTHRU THROUGHTO TOP OFTOC TOP OF CONCRETETOV TOWN OF VAILTOW TOP OF WALLTPH TOILET PAPER HOLDERTPTN TOILET PARTITIONTV TELEVISIONTYP TYPICALUL UNDERWRITER'S LABORATORYUNF UNFINISHEDUON UNLESS OTHERWISE NOTEDUOS UNLESS OTHERWISE SPECIFIEDUR URINALV VACUUMVB VAPOR BARRIERVCP VITRIFIED CLAY PIPEVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIN VINYLVTR VENT TO ROOFVWC VINYL WALL COVERINGW WASHERW/ WITHW/O WITHOUTWATER-RES WATER RESISTANTWB WASTE BASKETWC WATER CLOSETWD WOODWF WIDE FLANGEWIN WINDOWWP WATERPROOF(ING)WPT WORKING POINTWSCT WAINSCOTWWF WELDED WIRE FABRICLIN LINENLKR LOCKERLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLT LIGHTLTL LINTELLTWT LIGHTWEIGHTLVR LOUVERM MASTERMACH MACHINEMAS MASONRYMAT MATERIALMAX MAXIMUMMECH MECHANICALMEP MECHANICAL, ELECTRICAL andPLUMBINGMFGR MANUFACTURERMH MAN HOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMMB MEMBRANEMO MASONRY OPENINGMTD MOUNTEDMTL METALMUL MULLIONMW MICROWAVE(N) NEWN NORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROFF OFFICEOH OPPOSITE HANDOPG OPENINGOPP OPPOSITEOTO OUTSIDE-TO-OUTSIDEPAC PREVIOUSLY AWARDEDCONTRACTPARTN PARTITIONPFB PREFABRICATEDPH PHONEPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLNK PLANKPLWD PLYWOODPNL PANELPNT PAINTPNTD PAINTEDPORC PORCELAINPR PROPOSAL REQUESTPR PAIRPROJ PROJECTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPTD PAPER TOWELDISPENSER/RECEPTACLEPV PAVEMENTQT QUARRY TILER RISERSRAD RADIUSRD ROOF DRAINRE REFER TO or REFERENCEREC RECESS(ED)REF REFRIGERATOR or REFRIGERATEDREINF REINFORCEDREQ'D REQUIREDRES RESISTANTRESIL RESILIENTRET RETAININGREV REVISE, REVISED or REVISIONRF RESILIENT FLOORINGRFG ROOFINGRFL REFLECTEDRL RAIN LEADERRM ROOMRO ROUGH OPENINGROD ROOF OVERFLOW DRAINELEV ELEVATOREM EMERGENCY OUTLETEMER EMERGENCYENG ENGINEEREOS EDGE OF SLABEQ EQUALEQUIP EQUIPMENTEXIST EXISTINGEXP EXPANSIONEXT EXTERIORFAS FASTEN(ER)FBO FURNITURE BY OWNERFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFFE FINISH FLOOR ELEVATIONFFL FINISHED FLOOR LINEFHC FIRE HOSE CABINETFIN FINISH(ED)FIX FIXTUREFLG FLASHINGFLR FLOOR(ING)FLUOR FLUORESCENTFPHB FREEZE PROOF HOSE BIBFR FIRE RESISTIVEFREZ FREEZERFRM FRAMEFRP FIBERGLASS REINFORCEDPANEL(ING)FRT FIRE RETARDANT TREATEDFT FEETFTG FOOTINGFURR FURRINGFUT FUTUREFV FIELD VERIFYGA GAUGEGALV GLAVANIZEDGB GRAB BARGCMU GLAZED CONCRETE MASONRYUNIT(S)GD GRADEGEN GENERALGFP GAS FIRE PLACEGI GALVINIZED IRONGL GLASSGND GROUNDGRT GROUTGYP GYPSUM WALL BOARDHB HOSE BIBHC HOLLOW COREHD HEADHDCP HANDICAP(PED)HDRL HAND RAILHDW HARDWAREHDWD HARDWOODHM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHTHTR HEATERHVAC HEATING, VENTILATION and AIRCONDITIONINGIBC INTERNATIONAL BUILDING CODEor INSTALLED BY CONTRACTORID INSIDE DIAMETERIN INCHINFO INFORMATIONINSUL INSULATION or INSULATEDINT INTERIORINTX INTERSECTIONINV INVERTJAN JANITORJB JUNCTION BOXJT JOINTK.D. KNOCKDOWNK.O. KNOCKOUTKIT KITCHENKPL KICK PLATELAB LABORATORYLAM LAMINATELAV LAVATORYLBL LABELABV ABOVEACOUS ACCOUSTICALACT ACCOUSTICAL CEILING TILEADD ADDENDUMADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAG AGGREGATEAL ALUMINUMALT ALTERNATEANCH ANCHORAPPROX APPROXIMATELYAPSH ASPHALTARCH ARCHITECTURALASI ARCHITECT'S SUPPLEMENTALINSTRUCTIONSATTEN ATTENUATIONAUTO AUTOMATICBD BOARDBDRM BEDROOMBEL BELOWBET BETWEENBKT BRACKETBLDG BUILDINGBLK BLOCKBLR BOILERBM BEAMBO BY OWNERBOF BY OWNER, FUTUREBOT BOTTOMBOW BOTTOM OF WALLBRG BEARNINGBSMT BASEMENTCAB CABINETCATV CABLE TELEVISIONCB CATCH BASINCCD CONSTRUCTION CHANGEDIRECTIVECCTV CLOSED CIRCUIT TELEVISIONCEM CEMENTCER CERAMICCFL COUNTERFLASHINGCG CORNER GUARDCIP CAST IN PLACECJ CONTROL JOINTCK CAULK(ING)CL CENTERLINECLG CEILINGCLL CONTRACT LIMIT LINECLOS CLOSETCLR CLEARANCECMU CONCRETE MASONRY UNITCNTR COUNTERCO CLEAN OUTCOL COLUMNCON CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACT(OR)CORR CORRIDORCPT CARPETCT CERAMIC TILECTR CENTERCTSK COUNTERSINKD DRYERDBL DOUBLEDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDN DOWNDR DRAINDS DOWNSPOUTDW DISHWASHERDWG DRAWINGDWR DRAWERE EASTEA EACHEH EXHAUST FANEJ EXPANSION JOINTEL ELEVATIONELECT ELECTRICALSTANDARD ABBREVIATIONSADMINISTRATIVE INFO.BUILDING CODE SUMMARYPROJECT DIRECTORYBUILDING CODE: 2012 IBCCONSTRUCTION TYPE: V-ATOTAL ADDITION SQUARE FOOTAGE: 1000 SQ. FT.BUIDLING HEIGHT ALLOWED: N/ABUILDING HEIGHT PROPOSED: 15'-0"OWNER'S REPRESENTATIVE: TODD GOULDINGEVANS- CHAFFEE CONSTRUCTION GROUPP: 970-845-0466E: tgoulding@evanschaffe.comARCHITECT: BILL PIERCE, PRINCIPAL IN CHARGEPIERCE ARCHITECTS1650 E. VAIL VALLEY DRIVE, C1VAIL, COLORADO 81657P: 970.476.6342F: 970.476.4901E: BILL@VAILARCHITECTS.COMCONTRACTOR: EVANS- CHAFFEE CONSTRUCTION GROUPP.O. Box 8266 Avon, CO 81620P: 1-970-845-0466F: 1-970-845-0465E: tgoulding@evanschaffe.comSTRUCTURAL ENGINEER: BOYLE ENGINEERING1650 FALL RIVER RD, SUITE C-2VAIL, CO 81657TIM BOYLE, PEP: 1.970.476.2170E: boyleeng@qwestoffice.netMECHANICAL ENGINEER: N/AN/AN/AN/AN/AN/AGREENHOUSE CONSULTANT: CERES GSJOSH HOLLEBN/AP: 303-495-5006F: N/AE: INFO@CERESGS.COMLANDSCAPE ARCHITECT: N/AN/AN/AP: N/AF: N/AE:: N/ALIGHTING DESIGN: N/AN/AN/AP: N/AF: N/AE: N/AMISC. ABBREVIATIONSLEGAL DESCRIPTION OF PROPERTY: Subdivision: VAIL MOUNTAIN SCHOOL Lot: 1 R829950 MAP 04-03-03R200602915 EAS 02-03-06PARCEL NUMBER: 2101-023-06-001ROUNDWITHDEGREESPLUS OR MINUSPROPERTY LINEANGLECENTER LINEVMS - SHEET INDEXSHEET NUMBER SHEET NAME DRAWN BY ISSUE DATE COMMENTSA0.00 COVER SHEET PIERCE ARCHITECTS 05/14/14A0.01 ADA COMPLIANCE PIERCE ARCHITECTS 05/14/14A0.02 SITE PLAN - EXISTING PIERCE ARCHITECTS 05/14/14A0.03 SITE PLAN - EXISTING ENLARGED PIERCE ARCHITECTS05/14/14A1.01 DEMO PLAN PIERCE ARCHITECTS 05/14/14A1.02 EXISTING/DEMO ELEVATIONS PIERCE ARCHITECTS 05/14/14A2.01 PROPOSED FLOOR PLAN PIERCE ARCHITECTS 05/14/14A2.02 RCPPIERCE ARCHITECTS 05/14/14A3.02 PROPOSED ELEVATIONS PIERCE ARCHITECTS 05/14/14A4.01 PROPOSED SECTIONS PIERCE ARCHITECTS 05/14/14A4.02 INTERIOR ELEVATIONS PIERCE ARCHITECTS 05/14/14A5.01 DETAILS PIERCE ARCHITECTS 05/14/14A6.01 SCHEDULES PIERCE ARCHITECTS 05/14/14A9.01 3D VIEWS PIERCE ARCHITECTS 05/14/14S1.01 STRUCTURAL DETAILS BOYLE ENGINEERING 05/14/14S1.02 FOUNDATION DETAILS BOYLE ENGINEERING 05/14/14PROJECT LOCATIONGREENHOUSE ADDITION LOCATION
60" min.18"x48" min48" min.YX54 min42" min42" min24" min.24" min.54" min.42" min.48" min24 min.42" min.48" min.48" min.1/4"1/4" to 1/2"6" max.36" min12" min19" min33" - 36"12"42" min.54" min.9" min.27" min.29" min.34" min.6" max.min. 8"17" min. depth40" min.17" - 19"9" min.27" min.6" max8" min.36" max.30" min.48" min.max. 19"17" min.30" min48" min30" min48" min48" min.30" min.17" - 19"24" max1.5"1.25" - 1.5"1.5"1.25" - 1.5"60 min.60 min36" min.12" min.36" min.12" min.60" min.60" min.12" min12"min36" min12" min12" min34" - 38"34" - 38"36" min36" min36" min12" min54" max*48" max*27" or48" max 30" min20" max24 max10"30 min48" minmin 30" 6" min48" max18"18"42" min.60" min.56" min.17" - 19"< 27"20" max24 max80" min4" max.higher then 27"any amountclear width27" or below27" max.greater then 12" greater then 12"27" max.27"80"27" max.12" max.12" max.39" - 41"39" - 41" 18" min.24" preferredPULL SIDEPUSH SIDEPULL SIDEPUSH SIDEPULL SIDEPUSH SIDEYYmax12XY96" min. for VANS101(ada) - 4.4 Protruding Objects.4.4.1 General.Objects projecting from walls (forexample, telephones) with their leadingedges between 27" and 80"(685mm and2030mm) above the finish floor shallprotrude no more than 4" (100 mm) intowalks, halls, corridors, passageways, oraisles (see Fig. 8(a)). Objects mountedwith their leading edges at or below 27"(685mm) above the finish floor mayprotrude any amount (see Fig. 8(a) and(b)). Free-standing objects mounted onposts or pylons may overhang 12"(305mm) maximum from 27" to 80"(685mm to 2030mm) above the ground orfinished floor (see Fig. 8(c) and (d).Free-standing objects mounted on postsor pylons may overhang 12" (305mm)maximum from 27" to 80" (685mm to2030mm) above the ground.(ADA) - 4.2.3 Wheelchair Turning Space.The space required for a wheelchair tomake a 180-degree turn is a clear spaceof 60" (1525mm) diameter (see Fig.3(a)) ora T-shaped space (see Fig. 3(b)).(ADA) - 4.7.11 Islands.Any raised islands in crossings shall be cut throughlevel with the street or have curb ramps at both sidesand a level area at least 48" (1220mm) long betweenthe curb ramps in the part of the island intersected bythe crossings.(ADA) - 4.7.7 Detectable Warnings.A curb ramp shall have a detectable warning complyingwith 4.29.2. The detectable warning shall extend the fullwidth and depth of the curb ramp.X(ADA) - 4.18 Urinals.4.18.1 General.Accessible urinals shall comply with 4.18.4.18.2 Height.Urinals shall be stall-typeor wall-hung with an elongated rim at amaximum of 17" (430mm) above the finishfloor.4.18.3 Clear Floor Space.A clear floor space 30" x 48" (760mm x1220mm) shall be provided in front ofurinals to allow forward approach. Thisclear space shall adjoin or overlap anaccessible route and shall comply with4.2.4. Urinal shields that do not extendbeyond the front edge of the urinal rimmay be provided with 29" (735mm)clearance between them.(ADA) - 4.22 Toilet Rooms.4.22.3 Clear Floor Space.The accessible fixtures and controlsrequired in 4.22.4, 4.22.5, 4.22.6, and4.22.7 shall be on an accessible route.An unobstructed turning space complyingwith 4.2.3 shall be provided within anaccessible toilet room. The clear floorspace at fixtures and controls, theaccessible route, and the turningspace may overlap.ACCESSIBLE ROUTELANDINGLEVELLANDINGLEVELSLOPE (INCHES) (FEET )10136" mintypELEVATIONwallcurbmin2" curbSECTIONvertical ground railbelow27" orwidthanyplansseebelowmaxelevation planplanselevationTOILETT.P.LEVER VALVEPROTECTED PIPINGclearancetoeMIRRORspacefloorclear(a) 60" Diameter Space (b) T-Shaped Space for 180 Degree Turnsplan elevationcane rangeelevationPROTRUDING OBJECTSFIG. 836" min60" min21' - 0" min96" minHORIZONTAL PROJECTION OR RUNRISEWALKSTREETMAX RISE MAX. HORIZ. PROJECTION20'- 0" min5'- 0" minXYCL (a) back wall (b) side wallplan(ADA) - 4.19.6 Mirrors.Mirrors shall be mounted with bottom edgeof the reflecting surface no higher than 40"(1015mm) above the finish floor (see Fig. 31).Reference Site Plan(sheet A1.00) for TypeA (Accessible Unit) locations.FIG. 9 (ADA)FIG. 502.2 & 502.3 (ANSI)DIMENSION OF PARKING SPACESFIG. 10 (ADA)FIG. 503.3 (ANSI) ACCESS AISLE AT PASSENGERLOADING ZONESADJOINING SLOPE SHALLNOT EXCEED 1: 20SLOPE = Y : XWHERE X IS ALEVEL PLANEFIG. 11 (ADA)MEASUREMENT OF CURB RAMP SLOPE1:12 TO <1:16 3030 1:16 TO <1:20 30 40FIG. 16 (ADA)COMPONENTS OF A SINGLE RAMP RUNAND SAMPLE RAMP DIMENSIONSIf X is less than 48"then the slope ofthe flared sideshall not exceed1:12flared side(a)flaredsideplanting orothernon-walkingsurface(b)returnedcurbFIG. 13 (ADA)BUILT - UP CURB RAMPFIG. 12 (ADA)SIDES OF CURB RAMPSrolling withextended platformFIG. 17 (ADA)EXAMPLES OF EDGE PROTECTIONAND HANDRAIL EXTENSIONSFIG. 39 (a) (ADA)HANDRAILopt.postandbase(a) Side Reach Possible(b) Forward Reach Required* Height to heighestoperable parts which areessential to basicoperation of telephone.FIG. 44 (ADA)MOUNTING HEIGHTS AND CLEARANCESFOR TELEPHONES(a)Front Approach - SwingingDoorsNOTE : X = 12" ifdoor has bothcloser and latchNOTE : Y = 48" min.if door has bothcloser and latchNOTE : X = 36" min. If Y = 60" X = 42" min. If Y = 54"(b)Hinge Side Approach - SwingingDoorsNOTE : Y = 54" min. if door has closer.NOTE : Y = 48" min. if door has closer.(c)Latch Side Approach - SwingingDoorsFIG. 25 (ADA)MANEUVERING CLEARANCES AT DOORSNOTE : All doors in alcoves shall comply withthe clearances for front approaches(d)Front Approach - SlidingDoors and Folding Doors(e)Slide Side Approach - SlidingDoors and Folding Doors(f)Latch Side Approach - SlidingDoors and Folding DoorsFIG. 26 (ADA)TWO HINGED DOORS IN SERIESFIG. 7 (c & d)(ADA) CHANGES INLEVELFIG. 29 (ADA)GRAB BARS AT WATER CLOSETS(ANSI A117.1-2003 FIG. 604.5.1 &604.5.2)knee clearanceFIG. 31 (ADA)LAVATORIES CLEARANCEFIG. 32 (ADA)CLEAR FLOOR SPACE AT LAVATORIESclear floor spaceFIG. 28 (ADA)CLEAR FLOOR SPACE AT WATER CLOSETSequipmentpermitted inshaded area(a)Spout Heightand KneeClearance(b)Clear FloorSpaceFIG. 39 (e) (ADA)GRAB BAR(c)Free - StandingFountain orCooler(d)Built - in Fountainor CoolerFIG. 27 (ADA)DRINKING FOUNTAINS AND WATER COOLERSnot toexceedfountaindepthFIG. 3 (ADA)WHEELCHAIR TURNING SPACEFig. 8 (a)Walking Parallel to a WallFig. 8 (b)Walking Perpendicular to aWallFig. 8 (c)Free--Standing OverhangingObjectprotectshaded areafrom cross -trafficFig. 8(c-1)OverHeadHazardsFig. 8(d)Objects Mounted on posts orpylonscane hitspost orpylonbeforeperson hitsobjectcane rangethis overhang can begreater than 12" becauseno one can approach theobject from this directionCodes & Regulations Referenced:ADA (American Disabilities Act 07-01-99 Edition)FHA (Fair Housing Act 04-01-99 Edition)FHADM (FHA Design Manual Revised April 1998 Edition)ANSI (ICC/ANSI A117.1-2003)Note: Only a portion of applicable codes & regulationsshown, see each applicable code manual for acomplete list of all codes1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A0.01ADACOMPLIANCEVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET
PLAN NORTHTRUENORTH1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A0.02SITE PLAN -EXISTINGVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET
PLAN NORTHTRUENORTH1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A0.03SITE PLAN -EXISTINGENLARGEDVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET
A3.023A3.0219 0.0 0 °26'-6"NEW CONCRETEWALKWAY TO CONNECTEXISTING PATH, MAYNEED LIGHT GRADINGNEW RAMPEXISTNG PLANTER, TO ATTACH TONEW PLANTER THAT EXTENDSAROUND GREENHOUSE.NEW DOORS TO BEADDED, RE; SCHEDULEEXISTING DOORSTO BE REMOVEDAND INSTALLED ATTHIS LOCATIONAREA TO BE EXCAVATEDPER CERES GS ANDSTRUCTURAL DESIGNERSEXISTING VAIL MOUNTAINSCHOOL BUILDING NOT TOBE ALTERED6' - 0"BEXISTING GOOSENECKLIGHT TO BE REMOVEDAND INSTALLED AT THISLOCATION ABOVE DOORREMOVE EXISTINGGOOSENECK LIGHTABOVE DOOR,RE: SCHEDULE18'-8 7/8"40'-1 3/8"DEMO PLANTER WALLS TOATTACH PROPSED PLANTER,RE: PROPOSED PLANDEMOLISH STAIRS TO TOALLOW NEW ADA RAMP RELOCATE EXISTINGDOWNSPOUT RELOCATED DOWNSPOUTLOCATIONREMOVE EXISITNGWINDOWS AND INFILLEXISTING WALLSDEMOLITION LEGEND REMOVE EXISTINGVERTICAL SIDINGAREA TO BEDEMOLISHED1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A1.01DEMO PLANVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET 3/8" = 1'-0"A1.011MAIN LEVEL - DEMO
MAIN LEVEL -PROPOSED100' - 0"1'-5 15/16"2"7'-0"REMOVE VERTICAL SIDINGREMOVE WINDOWS AND INFILLEXISTING DOORS TO REMAINREMOVE VERTICAL SIDINGREMOVE VERTICAL SIDINGRELOCATE EXISTING DOWNSPOUTRELOCATED EXISTINGDOWNSPOUTMAIN LEVEL -PROPOSED100' - 0"EXISTING GOOSENECKLIGHT RELOCATEDABOVE RELOCATEDDOOREXISTING DOORS TO BERELOCATED TO THISLOCATIONREMOVE VERTICAL SIDINGREMOVE EXISITNGWINDOWS AND INFILLEXISTING WALLSDEMOLITION LEGEND REMOVE EXISTINGVERTICAL SIDINGAREA TO BEDEMOLISHED1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A1.02EXISTING/DEMOELEVATIONSVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET 1/4" = 1'-0"A1.021EXISTING WEST ELEVATION 1/4" = 1'-0"A1.022EXISTING SOUTH ELEVATION
9 0 .00 °1000 SFGREENHOUSEAREA(1040 SF ACTUAL)1A4.012A4.0126'-6"17'-1"6 1/2"3'-0"9"A3.023NEW CONCRETEWALKWAY TO CONNECTEXISTING PATHPOSSIBLE NEWDELIVERY RAMP.1234567891011JIHGFEDCB90 .0 0 °A4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"3 1/4"36'-3 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"9 0 .0 0 °9"43'-9 3/4"A3.021NEW RAIL AT RAMP, MATCHEXISTINGNEW PLANTERS,MATCH EXISTINGEXISTING PLANTER, TO ATTACH TONEW PLANTER THAT EXTENDSAROUND GREENHOUSE.LOUVER TO COVEREXHAUST/INTAKE FANS,LOUVER TO MATCHEXISTING, RE: ELEVATIONSDOORS TO REMAIN,RE; SCHEDULE NEW DOOR AT THISLOCATION, TO BEDETERMINED3'-6"90.00°90.00°NEW STONE CAP ATPLANTER WALLNEW DOORS, MATCHEXISTING, GOOSENECKLIGHT TO MATCH EXISTINGNEW LOUVER TO COVEREXHAUST/INTAKE FANSABOVE, MATCH EXISTINGEXISTING VAIL MOUNTAINSCHOOL BUILDING NOT TOBE ALTERED19'-2 7/8"36'-10 3/8"44'-1"A4.023AA4.0231ELECTRICAL OUTLET, TO BECAST IN FOUNDATION WALL ANDCOVERED WITH WEATHERPROOF OUTLET COVER, TYP. ATALL EXTERIOR WALL LOCATIONSELECTRICAL OUTLET, TO BELOCATED ABOVE EXISTINGWAINSCOT AND COVERED WITHWEATHER PROOF OUTLET COVER,TYP. AT ALL INTERIOR WALLLOCATIONS26' - 0"B6' - 0"AEXISTING GOOSENECKLIGHT TO BE REMOVEDAND INSTALLED AT THISLOCATION ABOVE DOOREMERGENCY EXITLIGHTING ABOVE DOORPER CODE, RE:SCHEDULEEMERGENCYLIGHTING ABOVEDOOR PER CODE,RE: SCHEDULEHOSE BIB, TYP.HOSE BIB, TYP.HOSE BIB, TYP.ELECTRICAL OUTLET ATEXTERIOR RELOCATED DOWNSPOUT LOCATIONGENERAL NOTE:1. ALL EXTERIOR FRAMED WALLS TOBE 2X6 DF @ 16" O.C., RE: GC.2. COORDINATE WITH CERES GSFOR GREENHOUSE EQUIPMENTSPECIFICS/LOCATIONS.3' - 8"CPLAN NORTHTRUENORTH1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A2.01PROPOSEDFLOOR PLANVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET 3/8" = 1'-0"A2.011MAIN LEVEL - PROPOSED
1A4.012A4.01A3.0231234567891011JIHGFEDCBAA3.021A4.023AA4.02312LIGHTS TO BE HUNG FROM STRUCTURALRAFTERS. BOTTOM OF LIGHTS TO BE 8'-0"FROM FINISHED FLOOR, TYPICAL.NEW GOOSENECK LIGHT ABOVE DOORTO MATCH EXISTINGEMERGENCY EXIT LIGHTING ABOVEDOOR PER CODE, RE: SCHEDULEEMERGENCY LIGHTINGABOVE DOOR PERCODE, RE: SCHEDULEEXISTING GOOSENECKLIGHT RELOCATEDABOVE RELOCATEDDOOR5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE8 3/4" x 18" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE5 1/8" x 12" GLULAM,RE: STRUCTURE1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A2.02RCPVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET
MAIN LEVEL -PROPOSED100' - 0"1A4.011000 SFGREENHOUSEADDITIONNEW PLANTERS TOMATCH EXISTING61212345678910114'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"ASPHALT SHINGLESTO MATCH EXISTINGLOUVER TO COVEREXHAUST FANS, LOUVERTO MATCH EXISTINGSIP PANEL ROOF,RE: CERES GSGUTTER ANDDOWNSPOUTS TOMATCH EXISTINGVERTICAL SIDINGTO MATCH EXISTINGNEW DOORS,MATCH EXISTINGNEW WINDOWS BYCERES GSPOLYCARBONATEROOF SYSTEM ,RE: CERES GSNEW RAMP, NEW RAILINGS ANDPOST, MATCH EXISTING412AAAAAAAAAMAIN LEVEL -PROPOSED100' - 0"2A4.011000 SFGREENHOUSEADDITIONNEW PLANTERS TOMATCH EXISTINGGREENHOUSE BYCERES GS112JIHGFEDCBASIP PANEL ROOF,RE: CERES GSGUTTER ANDDOWNSPOUTS TOMATCH EXISTINGVERTICAL SIDINGTO MATCH EXISTINGGOOSE NECKLIGHTABOVE DOORS,MATCH EXISTINGASPHALT SHINGLES TOMATCH EXISTING4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"POLY CARBONATE ROOF,RE: CERES GSNEW WINDOWS BYCERES GS, TOMATCH EXISTING412AAAAAAAAMAIN LEVEL -PROPOSED100' - 0"12345LOUVER TO COVER EXHAUST FANS,LOUVER TO MATCH EXISTINGSIP PANEL ROOF,RE: CERES GSGUTTER ANDDOWNSPOUTS TOMATCH EXISTINGVERTICAL SIDING TO MATCHEXISTINGNEW PLANTERS TO MATCHEXISTINGGOOSE NECKLIGHT ABOVEDOORS, MATCH EXISTINGNEW DOORS, MATCHEXISTINGNEW STONE VENEERWAINSCOAT TO MATCHEXISTINGASPHALT SHINGLES TO MATCHEXISTING412A1A11650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A3.02PROPOSEDELEVATIONSVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET 1/4" = 1'-0"A3.022PROPOSED SOUTH ELEVATION 3/16" = 1'-0"A3.023PROPOSED WEST ELEVATION 3/16" = 1'-0"A3.021PROPOSED NORTH ELEVATION
JIHGFE4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4126 1/2"8"5'-0"4"1'-6"5 1/8" X 12" GLUE LAMBEAM, RE: STRUCTUREPOLYCARBONATEPANELS, RE: CERES GSSIP PANELS, RE:CERES GSEXISTINGFOUNDATION WALLNEW FOUNDATIONWALLS, RE: STRUCTURENEW PLANTERS TOMATCH EXISTING,STONE VENEER TOMATCH EXISTINGSIDING TO MATCHEXISTINGNEW WINDOWS,RE: CERES GS13'-2 1/8"GROUND TO AIR HEATTRANSFER (GAHT)PER CERES GSEXISTINGBRACKETNEW STONE CAPAT PLANTER18'-8 5/8"7'-6"EXISTING WAINSCOT4'-0"MAGNESIUM OXIDEPANELS AT GREENHOUSEINTERIOR, RE: CERES GSREMOVE EXITSING SIDINGAT GREENHOUSE INTERIOR,RE: CERES GSEXISTING STONE VENEERWAINSCOT TO REMAIN, TYP.EXPANSION JOINTNEW SLAB SURFACE,RE: STRUCTURENOTE: POSSIBLEGRAVEL AREAS100' - 0"ELECTRICAL OUTLET, TO BECAST IN FOUNDATION WALL ANDCOVERED WITH WEATHERPROOF OUTLET COVER, TYP. ATALL EXTERIOR WALL LOCATIONSB.O. LIGHTS8'-0"LIGHTS TO BE HUNGFROM RAFTERS, TYP.1'-0" MIN.10"4"8"10"5"8"5"3'-2" MIN.9"3'-0"6 1/2"17'-1"412SLOPE612NEW PLANTERS TOMATCH EXISTING,STONE VENEER TOMATCH1234567'-6"18'-8 5/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"4'-0 3/8"5 1/8" X 12" GLUE LAMBEAM, RE: STRUCTUREPOLYCARBONATEPANELS, RE:CERES GSSIP PANELS,RE: CERES GSSIDING AND TRIMTO MATCHEXISTINGNEW WINDOWS,RE: CERES GSNEW STONE CAPAT PLANTEREXISTINGFOUNDATION WALLNEW FOUNDATIONWALLS, RE: STRUCTUREGROUND TO AIR HEATTRANSFER (GAHT)PER CERES GSFAN AND LOUVER,RE: CERES GSGUTTER ANDDOWNSPOUTS TOMATCH EXISTING13'-2 1/8"8"5'-0"4"1'-6"A5.011A5.012A5.013A5.014EXISTING WAINSCOT4'-0"A5.015RE: CERES GS+/- 6'-0"EXPANSION JOINTNEW SLAB SURFACE,RE: STRUCTURENOTE: POSSIBLEGRAVEL AREASELECTRICAL OUTLET, TO BECAST IN FOUNDATION WALL ANDCOVERED WITH WEATHERPROOF OUTLET COVER, TYP. ATALL EXTERIOR WALL LOCATIONSB.O. LIGHTS8'-0"LIGHTING HUNGFROM RAFTERS,RE: RCP4"10"8"10"1'-0"MIN.3'-2"10"5"8"5"EMERGENCY EXITLIGHT ABOVE DOOR,RE: RCP1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A4.01PROPOSEDSECTIONSVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET 1/2" = 1'-0"A4.011SECTION 1 1/2" = 1'-0"A4.012SECTION 2
MAIN LEVEL -PROPOSED100' - 0"JIHGFEXISTING PARAPETWALL, RE: EXISTINGPLANSPOLYCARBONATEPANELS, RE:CERES GSEXISTING WINDOWS TOBE REMOVED ANDOPENING INFILLED,COVER WITH NEWMAGNESIUM OXIDEPANELSNEW SOLID COREHALF-LITE DOORS,RE: SCHEDULENOTE: EXISTING DOORSTO BE REMOVED ANDRELOCATEDRE: SCHEDULEEXISTING STONEVENEER WAINSCOTTO REMAIN, TYP.EXISTING STONEVENEER WAINSCOTTO REMAIN, TYP.EXISTING SIDING TOBE REMOVED AT ALLINTERIOR WALLS,TYP.MAGNESIUMOXIDE PANELS,RE: CERES GSNOTE: AREA TO BE NEW ORRECLAIMED STONE VENEERWAINSCOT TO MATCH EXISTING,BLEND EXISTING WAINSCOT ANDEXISTING COLUMN.EXISTING CAFETERIAROOFEXISTINGSTRUCTURE,RE:EXISTING PLANSAREA OPEN TOEXISTINGCAFETERIA PATIOOPENBEYONDB.O. LIGHT8'-0"412EXISTING COLUMNEMERGENCY LIGHTINGABOVE DOOR PER CODE,RE: SCHEDULE GENERAL NOTES:1. VERTICAL SIDING ABOVEEXISTING STONE VENEERWAINSCOT TO BE REMOVED.TYPICAL AT ALL LOCATIONS.2. MAGNESIUM OXIDE BOARDPROVIDED BY CERES GS TO BEINSTALLED ABOVE EXISTINGWAINSCOT. INSTALL PER CERESGS SPECIFICATIONS.3. ALL ELECTRICAL OUTLETS TOBE COVER WITH A WEATHERPROOF OUTLET COVER.MAIN LEVEL -PROPOSED100' - 0"ROOF A115' - 0"ROOF B107' - 0"2A4.01FEDCBAEXISTING STONEVENEER WAINSCOTTO REMAIN, TYP.EXISTING STONEVENEER WAINSCOTTO REMAIN, TYP.EXISTING SIDING TOBE REMOVED AT ALLINTERIOR WALLS, TYP.MAGNESIUM OXIDEPANELSABOVEEXISTING WAINSCOT,RE: CERES GSEXISTING WINDOWSTO REMAIN, TYP.ELECTRICALOUTLETS LOCATEDABOVE EXISTINGWAINSCOT, TYP.GLULAM BEAMSAND LEDGER, RE:STRUCTURESIP ROOF PANEL,RE: CERES GSB.O. LIGHTS8'-0"LIGHTS TO BE HUNGFROM RAFTERS, RE:RCPHOSE BIB, TYP.MAIN LEVEL -PROPOSED100' - 0"1A4.01567891011EXISTING STONEVENEER WAINSCOTTO REMAIN, TYP.EXISTING SIDING TOBE REMOVED AT ALLINTERIOR WALLS,TYP.MAGNESIUMOXIDE PANELS,RE: CERES GSEXISTING STONEVENEER WAINSCOTTO REMAIN, TYP.B.O. LIGHTS8'-0"LIGHTS TO BE HUNGFROM RAFTERS, TYP.ELECTRICALOUTLETS LOCATEDABOVE EXISTINGWAINSCOT, TYP.HOSE BIB, TYP.MAIN LEVEL -PROPOSED100' - 0"12345B.O. LIGHTS8'-0"POLYCARBONATEPANELS, RE:CERES GSNEW SOLIDCORE DOORS,RE: SCHEDULEELECTRICALOUTLETSMAGNESIUM OXIDEPANELS TO COVERENTIRE WALL, RE:CERES GSEXTERIOR HOSE BIBLOUVER FOR EXHAUST FANS,RE: CERES GS FOR SPECS,RE: SCHEDULE FOR LOUVER SIZESIP ROOFPANELS PANELS,RE: CERES GSLIGHTING HUNGFROM RAFTERS,RE: RCPFAN CONTROLS,RE: CERES GSEMERGENCY EXITLIGHTING ABOVEDOOR PER CODE,RE: SCHEDULE1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A4.02INTERIORELEVATIONSVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET 3/8" = 1'-0"A4.021INT. ELEVATION 1 3/8" = 1'-0"A4.023INT. ELEVATION 3 3/8" = 1'-0"A4.023AINT. ELEVATIONS 2 3/8" = 1'-0"A4.022INT. ELEVATION 4
4" SIP PANEL, RE:CERES5 1/8" X 12"GLULAM BEAM,RE: STRUCTUREEXISTING STEEL STUDEXTERIOR WALL,RE: EXISTING PLANS1X TRIM, TOMATCH EXISTING,NEW ASPHALTSHINGLES TO MATCHEXISTINGREMOVE EXISTINGVERTICAL SIDING ATGREENHOUSE INTERIORADD MAGNESIUM OXIDEPANELS, RE: CERES GSNEW GA METAL FLASHINGWITH DRIP EDGE, UNDEREXISTING BUILDING WRAP,OVER TRIMINTERIOREXTERIOREXISTING EXTERIORVERTICAL SIDINGEXISTING INTERIORFINISH+/- 6"REMOVE EXISTING SIDINGAND BUILDING WRAP FORNEW TRIM, +/- 6"LAYER BITUTHANE UNDERFLASHING, CONTINUE TOROOF SURFACE ASNEEDED, RE: GCEXISTING BUILDINGWRAP5 1/8" X 14" GLULAM BEAMLEDGER, VERIFY SIZE, RE:STRUCTURE5 1/8" X 12" GLUE LAMBEAM, RE: STRUCTURENEW GREENHOUSEWINDOWS,RE: CERES GSGUTTER ANDDOWNSPOUT TOMATCH EXISTINGGREENHOUSE INTERIOREXTERIORPOLYCARBONATEPANEL, RE: CERES GSC-CHANNEL ATPOLYCARBONATE PANEL,DRILL WEEP HOLES ALOWEST DRAINAGEPOINT, RE: CERES GSGLULAMHEADER,RE: STRUCTURETRIM TO MATCHEXISTINGBLOCKING,RE: STRUCTURE/CEREGSFLASH OVER BEAMFLASH OVER BEAM4" SIP PANEL, RE:CERESGA METAL FLASHINGGREENHOUSE INTERIOREXTERIOR5 1/8" X 12" GLULAMBEAM, RE: STRUCTURENEW ASPHALTSHINGLES TOMATCH EXISTINGMAGNESIUM OXIDE ONINTERIOR OF SIP PANELRE: CERES GSPOLYCARBONATEPANEL, RE: CERES GSC-CHANNEL ATPOLYCARBONATEPANEL, RE: CERES GSSEALANT AT ASSEMBLYCHANGE, RE: CERES GSLAYER BITUTHANE TORUN CONTINUOUS FROMEXISTING STRUCTURE TOROOF SURFACE , RE: GCNEW GREENHOUSEWINDOWS,RE: CERES GS1X TRIM TOMATCH EXISTINGGREENHOUSE INTERIOREXTERIOR2X DOUBLE SILLPLATE, TYP.NEW PLANTERBED, FILL PER GCGA FLASHINGEXISTING STEEL STUDEXTERIOR WALL,RE: EXISTING PLANSREMOVE EXISTINGVERTICAL SIDING ATGREENHOUSE INTERIORADD MAGNESIUM OXIDEPANELS, RE: CERES GSEXISTING WAINSCOTTO REMAIN, TYP.GA FLASHING OVERWAINSCOT CAP, TYP.WINDOW JAMBDETAIL PER CERE GSWINDOW SILL DETAILPER CERE GSWINDOW HEADDETAIL PER CERE GS1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A5.01DETAILSVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET 1" = 1'-0"A5.011ROOF TO EXISTING WALL 1" = 1'-0"A5.013EAVE AT POLYCARBONATE 1" = 1'-0"A5.012ROOF MATERIAL TRANS. 1" = 1'-0"A5.014SILL DETAIL 1" = 1'-0"A5.015EXISTING WAINSCOT 1 1/2" = 1'-0"A5.016WINDOW JAMB 1 1/2" = 1'-0"A5.017WINDOW SILL 1 1/2" = 1'-0"A5.018WINDOW HEAD
DOOR 1STYLE ANOTE: ALL DOOR HEIGHTS TO MATCH EXISTING, TYPICAL.DOOR 2STYLE BDOOR 3STYLE CNEWEXISTINGNEWSTYLE ANOTE: ALL GREENHOUSE WINDOWS TO BE 6'-8" HEAD HEIGHT, TYPICAL.6'-10"1'-10"5'-0"LOUVER ALOUVER SCHEDULELOUVERLOUVER SIZELOUVER COLORLOUVER A3'-0" X L1(5'-10 1/2") L2 (5'-0")GREY, MATCH EXISTINGNOTES:1. LOUVER BLADES TO BE A MINIMUM OF 4".2. LOUVERS TO MATCH EXISTING STYLE.3.LOUVERS TO MATCH EXISTING COLOR.LOUVER B3'-6"4'-8 1/2"RE: CERES GS5'-10 1/2"SILL HEIGHTMATCH WINDOW5'-0"3'-6"COMMENTSLOUVER B3'-0" X 5'-0"GREY, MATCH EXISTING1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A6.01SCHEDULESVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SETDOOR SCHEDULEDOOR NUMBER STYLEDOORMANUFACTURERHARDWAREPACKAGEPANEL TYPE NOTESWIDTH HEIGHT1 A 6' - 0" 6' - 8" RE: EVANS/CHAFEE PER GC/VMS SOLID CORE NEW DOUBLE DOORS AT REAR OF GREENHOUSE2 B 6' - 0" 6' - 8" RE: EVANS/CHAFEE EXISTING TO REMAIN STOREFRONT EXISTING DOORS TO REMAIN3 C 3' - 8" 6' - 8" RE: EVANS/CHAFEE PER GC/VMS STOREFRONT NEW STOREFRONTWINDOW SCHEDULEMark STYLE MARK ROUGH WIDTH ROUGH HEIGHT SILL HEIGHT MANUFACTURER MODEL TRIM COLOR1 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS2 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS3 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS4 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS5 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS6 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS7 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS8 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS9 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS10 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS11 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS12 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS13 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS14 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS15 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS16 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS17 A 3' - 7 1/4" 5' - 0" 1' - 10" RE: CERES GS RE: CERES GS GREY TO MATCH EXISTING, RE:CERES GS
1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657A9.013D VIEWSVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SETA9.011VAIL MOUNTAIN SCHOOL - PROPOSEDGREENHOUSE ADDITION - DDA9.0123D VIEW 1A9.0133D VIEW 2
5 1/8" X 6" GLULAM POST,RE: STRUCTUREGREENHOUSEINTERIOREXTERIOR6"5 1/8" X 12" GLULAMRAFTER @ 4'-0" O.C.2 1/2"1 1/2"1 1/2"3"1 1/2"3/4"Ø X 15" LAG (COUNTERSINK 3")3"3"3"4X4X1/4 ANGLE BOTH SIDESWITH (2) - 5/8"Ø MB THROUGHRAFTER & (4) - 5/8"Ø LAGSINTO BLOCKING8 3/4" X 6" GLULAMBLOCKING5 1/8" X 6" GLULAM RAFTER,RE: STRUCTURE8 3/4" X 18" GLULAM HIPBEAM(3) 3/4" Ø MB, TYP.(3) 3/4" Ø MB, TYP.(3) 3/4" Ø MB, TYP.5 1/8" X 6" GLULAM RAFTER,RE: STRUCTURE8 3/4"6"1 1/2 "3 "3 "1 1/2"3/4" Ø MB, TYP.BOLT SPACING1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657S1.01STRUCTURALDETAILSVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET 1 1/2" = 1'-0"S1.011RAFTER/MULLION CONNECTION 1 1/2" = 1'-0"S1.012RAFTER HIP CONNECTION
DRAIN - SEESOILS REPORT1'-0"PLANTER SECTION2"2 #5 CONT.NO SCALE8"#4 @ 24" O.C.#4 @ 24" O.C.8246"10"TOP & BOT2 #5 CONT.WALL SECTIONNO SCALEThe General Contractor should review the Soils Engineer's reportand follow its recommendations for excavation, backfilling, gradingand drainage systems.all dimensions and conditions at the job site and shall be responsible for theThe foundation design for this structure is based upon an assumed bearinginspect the site and confirm that conditions are consistent with this assumption.necessary to confirm that the actual field conditions are consistent with thedesign assumptions and that the construction is proceeding according to themeans, methods, techniques, sequences and procedures associated with thisproject. Furthermore, he shall be responsible for coordination of all work andmaterials including those furnished by subcontractors. The Structural Engineershall be contacted during the construction phase to make the job site inspectionsAll omissions or conflicts between various elements of the working drawingsand/or specifications shall be brought to the attention of the Structural Engineerbefore proceeding with any work so involved. The General Contractor shall verifyplans and specifications.Live Loads Used in Design:GENERAL NOTES80 psfcapacity of 1000 psf.A licensed Soils Engineer shall be contacted during excavation toWindEarthquakeRoof (4/12)This structure has been designed to meet the requirements of the 2012International Building Code with amendments as adopted by the Town of Vail.Floor100 psf A. THE STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION SITE; 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 SECTION 17 OF THE IBC. B. CONTRACTOR SHALL SUBMIT A LIST OF SPECIAL INSPECTORS THAT HE INTENDS TO USE FOR THIS PROJECT, TO THE ENGINEER AND GOVERNING AUTHORITIES. SUBMIT ALL INSPECTION REPORTS AND TEST RESULTS TO THE SAME CONTACTS. C. THE FOLLOWING WORK SHALL BE INSPECTED BY A CERITIFIED SPECIAL INSPECTOR, UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL: 1. SOIL PREPARATIONEARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2. CONCRETE CONSTRUCTIONPERIODIC INSPECTION OF THE REINFORCING STEEL.PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX.4. Sds = .354 & Sd1 = .13 for the remodel = 13.0 K).8. Cs = .0545. Seismic Design Category = C6. Basic seismic force resisting system = N/A (wind controls) = light frame walls with shear panels to determine, R.7. Design base shear = N/A (wind controls) --> (Total base shear1. Ie=1.0 & Seismic use group = I2. Ss = .35 & S1 = .083. Site Class = D9. R = 6.510. Analysis procedure used = simplified analysis procedure for seismic design per IBC 1617.5.4. See supplemental table5. See supplemental table1. 90 mph, 3 second gust2. Iw = 1.03. Exposure CSPECIAL INSPECTIONS4"1'#4 @ 24" O.C.#4 @ 24" O.C.2 #5 CONT.TOP & BOT4" SLAB4" GRAVEL2 #5 CONT.6"5" 5" 18 63"3"%%239" EXPANSION2' O.C.%%239" A.B. @MATERIAL3'-2" MINIMUM10"TREATED 2x6PLATE5 1/8 x 6 G.L.MULLION @ 4'+/- O.C.BOTH SIDESA35 ANCHORAll steel plates and angles shall conform to ASTM A36 Specifications.All concrete to attain a compressive strength of 3000 psi in 28 days.All reinforcing bars to be Grade 60.SPECIFICATIONSAll framing lumber to be Wolmanized #2 Hem-Fir or better.All connection hardware to be by the Simpson Company.All Glue-lam beams to conform to the allowable stress requirements for a 24F-V4combination beam except cantilevered beams shall be 24F-V8.ISSUE RECORD1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-63423000 BOOTH CREEK FALLS ROADVAIL, CO 81657S1.02FOUNDATIONDETAILSVMS - GREENHOUSEPROJECT #: 136505/14/14PERMIT SET