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ASPEN , COLORADO 81611 .i....,41,1 ..... 0 ' ' 1111-', AO P . 11111 --- 1411111134 PERMIT SET DECEMBER 4, 2017 1 S2LI ARCHITECTS 1 215 S. MONARCH STE G-102 ASPEN,CO 81611 P I 970.544.4856 WWW.S2ARCHITECTS.COM RECEIVED 1 12/11/2017 i ASPEN BUILDING DEPARTMENT A GENERAL NOTES SYMBOLS PROJECT DIRECTORY INDEX THE AIA DOCUMENT 0001"GENERAL CONDITIONS H.SHOP DRAWINGS SHALL BE SUBMITTED TO THE MASONRY: w N A OF THE CONTRACT FOR CONSTRUCTION',LATEST ARCHITECT FOR HIS OR HER RENEW WHERE CALLED WOOD: BUILDING OWNER CONTRACTOR EDITION,ARE HEREBY MADE A PART OF THESE FOR ANYWHERE IN THESE DOCUMENTS.REVIEW SHALL yrrrrrr�j JPMORGAN CHASE BANK,N.A. MADIGAN+COMPANY • =DRAWING INCLUDED • =DRAWING INCLUDED CONTRACT DOCUMENTS,EXCEPT AS AMENDED HEREIN. BE MADE BY THE ARCHITECT BEFORE THE WORK STONE VENEER �� FINISH tide 2200 ROSS AVENUE,5TH FLOOR ASPEN,COLORADO 81611 O =DRAWING NOT INCLUDED O =DRAWING NOT INCLUDED COPIES ARE ON FILE AND ARE AVAILABLE FOR IS BEGUN,AND WORK SHALL CONFORM TO THE DALLAS,TX 75201 970.319.2232 d G ROUGH FRAMING/ DWG TITLE DWG TITLE INSPECTION AT THE OFFICE OF THE ARCHITECT. REVIEWED SHOP DRAWINGS,SUBJECT TO REPLACE- CERAMIC TILE �� A '/ CONTACT:MATTHEW THEISEN CONTACT:CHRIS MADIGAN ENT AS REQUIRED FOR SAMPLES IN PAR.E.,ABOVE BLKG:CONTINUOUS MATTHEW.A.THEISEN@ CHRIS@MADIGANCO.CO THE CONTRACT DOCUMENTS CONSIST OF THE M BLOCKING- JPMORGAN.COM GENERAL ARCHITECTURAL B.AGREEMENT,THE GENERAL NOTES,THE SPECIFICATION, I.THE BUILDING INSPECTOR R SHALL BE NOTIFIED BY DISCONTINUOUS STRUCTURAL ENGINEER COVER • A1.0 BASEMENT EXCAVATION PLAN • AND THE DRAWINGS,WHICH ARECOOPERATVE AND THE CONTRACTOR WHEN THEREIS NEED OF +Y ARCHITECT OF RECORD ALBRIGHT&ASSOCIATES G1.1 PROJECT INFORMATION • A1.1 MAIN LEVEL SITE PLAN • CONTINUOUS.WORK INDICATED OR REASONABLY INSPECTION AS REQUIRED BY THE UNIFORM BUILDING - --- -- PLYWOOD- YYYYY_ CONCRETE BLOCK �..*�0i.• LARGE SCALE S2 ARCHITECTS 402 PARK AVE.UNIT A IMPROVEMENT SURVEY • A1.2 ROOF LEVEL SITE PLAN • IMPLIED m ANY ONE OF THE DOCUMENTS SHALL CODE OR BY ANY LOCAL CODE OR ORDINANCE 215 S.MONARCH STE.G-102 BASALT,CO 81621 AF1.0 FIRE AREA CALCULATIONS • BE SUPPLED AS THOUGH FULLY COVERED IN ALL CAST-IN-PLACE TEMPERED HARDBOARD ASPEN,CO 81611 P.970.927.3039 X I EXCAVATION A2.1 LOWER LEVEL FLOOR PLAN • FF X�'• X9 ANY DISCREPANCY BETWEEN THE DIFFERENT PARTS J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR and PRECAST l -'I T970.544.4856 CONTACT:JACK ALBRIGHT 1 COVER SHEET • A2.2 MAIN LEVEL FLOOR PLAN • SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY. THE SAFETY ANDE OF ADJACENT PROPERTIES F970.yµ.4856 JACK@ALBRIGHT-ASSOCIATES.COM DURING CONSTRUCTI000CT0ON,FOR COMPLIANCE WITH LIGHTWEIGHT [ { CONTACT:JOSEPH SPEARS,AIA 2 WALL LOCATIONS • A2.3 UPPER LEVEL FLOOR PLAN • ALL WORK SHALL COMPLY..ALL STATE AND FEDERAL AND STATE G.S.BA.RE...NS,AND 3 WALL PROFILE • A2.4 ROOF LEVEL FLOOR PLAN • c•LOCAL CODES AND ORDINANCES,AND SHALL BE FOR THE PROTECTION OF ALL WORK UNTIL IT IS PLASTER/BACKING BOARDS: JOSEPH@S2ARCHITECTS.COM CIVIL ENGINEER 4 WALL GENERAL NOTES • A2.5 LOWER LEVEL RCP • PERFORMED TO THE HIGHEST STANDARDS OF CRAFTS- DELIVERED COMPLETED TO THE OWNER WOODY CREEK ENGINEERING,LLC 5 WALL SECTIONS • A2.6 MAIN LEVEL RCP • MANswP BvouRNEYMAN OF THEAPvaoPRMTETRADEs. SAND and CEMENT INTERIOR DESIGNER 557 N.MILL ST.,SUITE 202 K.ALL DIMENSIONS NOTED TacE PRECEDENCE OVER GROUT w/MTL.LATH - - - TBD ASPEN,CO 81611 6 TYPICAL WALL SECTIONS&DETAILS • A2.7 UPPER LEVEL RCP • THESE DOCUMENTS ARE INTENDED TO INCLUDE All K SCALED DIMENSIONS.DIMENSIONS NOTED'N.TS- EARTHWORK: GYPSUM P.970.429.8297 A3.1 ELEVATIONS • •LABOR,MATERIALS,EQUIPMENT AND SERVICES DENOTES NOT TO SCALE. _ _ WALL BOARD - -- ' -"I SOILS ENGINEER CONTACT:JOSH RICE CIVIL ENGINEERING A3.2 ELEVATIONS • O REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. DISTURBED ID TTr�ITTI-TT1.11{ H-P KUMAR JOSH@WOODYCREEK C100 COVER SHEET • A4.1 BUILDING SECTIONS • FI -I - -I 7 GLASSORTMESH h//,/_/1 C200 BASINS • A5.1 WALL SECTIONS • IT IS THE REsporvslaKlTY OF THE CONTRACTOR L.CONTRACTOR SHALL VERFYAND COORDINATE ALL Y 5020 COUNTY ROAD 154 ENGINEERING.COM MORTAR BOARD TO BRING TO THEATTENTON OF THE ARCHITECT ANY OPENINGS THROUGH FLOORS,CEILINGS,AND GLENWOOD SPRINGS,C081601 C300 GRADING AND DRAINAGE • A5.2 WALL SECTIONS • UNDISTURBED C400 PROFILES/SECTIONS • A5.3 STAIR/WALL SECTIONS • CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION WALLS WITH ALL ARCHITECTURAL,STRUCTURAL, T 970.945.8454 LANDSCAPE DESIGN ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. MECHANICAL,PLUMBING,AND ELECTRICAL DRAWINGS. CONTACT:STEVE PAWLACK ELEMENTS INC. STONE/GRAVEL oe:Pysal,o C500 DETAILS • A5.4 STAIR/WALL SECTIONS • IT IS THE RESPONSIBILITY OF THE ARCHITECT TO POROUS FILL +Qo ° FLOOR COVERING: °O KWEISER KUMARUSA.COM 215 N.MONARCH STE.G-102 C600 UTILITIES • A5.5 WALL SECTIONS • PROVIDE DETAILS AND/OR DIRECTIONS REGARDING M.CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ASPEN,CO 81611 DESIGN INTENT WHERE IT S ALTERED BY THE EXISTING ITEMS REQUIRING COORDINATION AND RESOLUTION MEP ENGINEER P.970.544.4856 C700 EROSION AND SEDIMENT CONTROL • A5.6 WALL SECTIONS 0 CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. DURING THE BIDDING PROCESS. RESILIENT TILE . . I ARCHITECTURAL ENGINEERING CONTACT:MONIQUE SPEARS A5.7 WALL SECTIONS 0 FLOORING CONSULTANTS(AEC) MONIQUE@E4OUTDOOR.COM LANDSCAPE DESIGN A5.8 WALL SECTIONS 0W / 1 ANY MATERIALS PROPOSED FOR SUBSTTO ON OF N.VERIFY ALL SPACE DIMENSIONSOS SHOWN WITH INSULATION: 40801 US HY 6&24, Z-LS1.0 EXISTING LANDSCAPE PLAN(ZONING) • A6.1 ASSEMBLY DETAILS • V THOSE SPECIF OR CALLED OUT BY TRADE NAME EXISTING JOB CONDITIONS BEFORE STARTING CARPET )_ _ SPECIE. infielin B SUITE 214 Z-LS1.1 PROPOSED LANDSCAPE PLAN(ZONING) • A6.2 ASSEMBLY DETAILS • IN THESE DOCUMENTS SHALL BE PRESENTED TO THE CONTRUCTION BATT/BLANKET FNx(X I EAGLE-VAIL,CO 81620 Z-LS.5.0 LANDSCAPE LIGHTING LAYOUT(ZONING) • A6.3 TYPICAL DETAILS • ARCHITECT FOR REVIEW.THE CONTRACTOR SHALL LOOSE FILL IV Y) P.970.478.8520 WOOD FLOORING I��////// SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT. O.WHERE WORK IS INSTALLED OR EXISTING FINISHES �// Z-LS.5.1 LANDSCAPE LIGHTING SPECS(ZONING) • A6.4 TYPICAL DETAILS • AND ALL SUCH SAMPLES SHALL BE REVIEWED BY RIGID/SPRAY-IN I CONTACT:STAN 0 HUMPHRIES Z-LS.6.0 LANDSCAPE DETAILS/ELEVATIONS(ZONING)• A6.5 DETAILS 0 ARE DISTURBED.REFINISH SUCH AREAS TO MATCH STAN@AEC-VAIL.COM w .,- THE ARCHITECT BEFORE THE WORK IS PERFORMED. EXISTING.U.N.O. Z-LS.6.1 LANDSCAPE DETAILS/ELEVATIONS(ZONING)• A6.6 DETAILS 0 WORK MUST CONFORM TO THE REVIEWED SAMPLES.s. Z-LS.6.2 LANDSCAPE DETAILS/ELEVATIONS(ZONING)• A6.7 DETAILS 0 CC) WORK WHICH DOES NOT CONFORM SHALL BE P.CHECK AND VERIFY CONTRACT DOCUMENTS,FIELD Z-LS.6.3 LANDSCAPE DETAILS/ELEVATIONS(ZONING)• A6.8 DETAILS 0 REMOVED AND REPLACED WITH WORK WHICH CONDITIONS FOR ACCURACY.CONFIRMING THAT ALL Z-LS.6.4 LANDSCAPE DETAILS/ELEVATIONS(ZONING)• A6.9 DETAILS 0 1 '- CONFORMS AT THE CONTRACTORS EXPENSE.SUB- WORK IS BUILDABLE AS SHOWN BEFORE PROCPDING SETTING BEDS: co CONTRACTOR SHALL SUBMIT REQUESTS AND FINISH MATERIALS: Z-LS.6.5 LANDSCAPE DETAILS/ELEVATIONS(ZONING)• A6.10 DETAILS 0 CO ^ Q 0 WITH CONSTRUCTION.IF THERE ANY QUESTIONS v J SAMPLES FOR RENEW THROUGH THE GENERAL REGARDING THESE OR OTHER COORDINATION y{�yy,�{{��yyyy,,��(/� SAND/MORTAR/ L. I Z-LS.6.6 LANDSCAPE DETAILS/ELEVATIONS(ZONING)• A6.11 NTERIOR DETAILS 0 w CONTRACTOR WHEN WORK IS LET THROUGH HIM CO QUESTIONS,THE CONTRACTOR IS RESPONSIBLE FOR ACOUSTIC TILE b:'lyC'lyC1 PLASTER LS.1.0 LANDSCAPE LAYOUT • A8.1 NTERIOR ELEVATIONS 0 0 0 HER.REQUIRED VERIFICATIONS AND SUBMITTALS OBTAINING CLARIFICATION WITH THE ARCHITECT LS.2.0 PLANTING PLAN MAIN LEVEL W/SOIL INFO • A8.2 NTERIOR ELEVATIONS 0 _ TO BE MADE IN ADEQUATE TIME AS NOT TO DELAY BEFORE PROCEDING WITH WORK OR RELATED GLASS LS.2.1 PLANTING PLAN ROOF LEVEL W/SOIL INFO • A8.3 NTERIOR ELEVATIONS 0 (f) WORK IN PROCESS. WORK IN QUESTION. METAL: LS.2.2 IRRIGATION PLAN MAIN LEVEL • A8.4 NTERIOR ELEVATIONS 01 CC ALL REQUESTS FORSUBSINTONS OF ITEMS ��A LS.2.3 IRRIGATION PLAN ROOF LEVEL • A8.5 NTERIOR ELEVATIONS 0 II 0 Q.EACH MISCELLANEOUS ITEM OF CUTTING,PATCHING, F.SPECIFIED SHALL BE SUBMITTED IN WRIT,. CAULK and SEALANTS: ALUMINUM LS.2.4 IRRIGATION COMPONENT SPEC SHEET • A8.6 NTERIOR ELEVATIONS 0 > J OR FITTING IS HEREIN. NECESSARILY IND SCR/LION O ro THE ARCHITECT AND WILL BE CONSIDERED ONLY DESCRIBED HEREIN.NO SPECIFIC DESCRIPTION OF - - � LS.2.5 IRRIGATION WATER BUDGET ANALYSIS/CALC.• A8.7 NTERIOR ELEVATIONS 0 SEALANT STEEL- yy�� II IF BETTER SERVICE FACILITATES MORE.VAN. CUTTING,PATCHING,OR FITTING REQUIRED TO W/BACKER ROD --�07 LARGE SCALE Y ��I _ LS.3.0 TREE PERMIT(EXISTING) • A8.8 NTERIOR ELEVATIONS 0 CC 0 TAGEOUS DELIVERY DATE,OR A LESSER PRICE 4WTH PROPERLY ACCOMODATE THE SCOPE OF WORK PROJECT SCOPE LS.3.1 TREE PERMIT(PROPOSED) • A8.9 NTERIOR ELEVATIONS 0 Q O CREDIT MITE CLIENT WILL BE PROVIDED WITHOUT SHALL RELIEVE THE CONTRACTOR FROM THE STEEL- JOINT FILLER01 LS.4.0 SNOWMELT LAYOUT • A8.10 NTERIOR ELEVATIONS 0 Z SACRIFICING QUALRr,APPEARANCE,AND. REsporvslBKlrvro PERFORM SUCH WORK AS SMALL SCALE LS.5.0 LANDSCAPE LIGHTING LAYOUT • A8.11 NTERIOR ELEVATIONS 0 - co FUNCTION,UNDER NO CIRCUMSTANCE WILL THE REQUIRED. LS.5.1 LANDSCAPE LIGHTING SPEC SHEETS • A10.1 EXT.WINDOW/DOOR SCHEDULES • 0- CHREGD FO REQUIRED TONI PROVE OR IS NOT OF EQUAL LS.6.0 LANDSCAPE DETAILS/ELEVATIONS • A10.2 EXT.WINDOW/DOOR SCHEDULES • V! r CO PROPOSED FORSUBSTRUTION IS ORIS NOTOF EQUAL R.ANY QUESTIONS REGARDING THE INTENT OF THE PROJECT DESCRIPTION QUALITY TO THE PRODUCT SPECIFIED. DRAWINGS OR SPECIFICATIONS ARE TO BE CLARIFIED DEMO OF AN EXISTING HOUSE AND NEW LS.6.1 LANDSCAPE DETAILS/ELEVATIONS • A10.3 INTERIOR DOOR SCHEDULE • Q PRODUCT SPECIFIED. WITH THE ARCHITECT BEFORE ORDERING MATERIALS ABBREVIATIONS CONSTRUCTION OF A SINGLE FAMILY RESIDENCE. LS.6.2 LANDSCAPE DETAILS/ELEVATIONS • A10.4 PLUMBING/APPLIANCE SCHEDULE 0 CC ORHROCEDINC WITH THE WORK IN QUESTION OR LS.6.3 LANDSCAPE DETAILS/ELEVATIONS • ALL WORK SHALL BE ERECTED PLUMB AND TRUE-TO- RELATED WORK. LS.6.4 LANDSCAPE DETAILS/ELEVATIONS • STRUCTURAL c•u50 WAN 00arvcEWITH BEST PRACTICES of THE LS.6.5 LANDSCAPE DETAILS/ELEVATIONS • S2.1 FOUNDATION PLAN • THEDEA DULAR REM. RECOMMENDATIONS FOR S.AU_ITEMS ARE NEW UNLESS CALLED OUT AS LS.6.6 LANDSCAPE DETAILS/ELEVATIONS • S2.1 MAIN LEVEL FRAMING PLAN • PARTICULAR REM. 'EXISTING' ABV above EA.FA each race M.H. manhole SEE- ea.,. S2.2 UPPER LEVEL FRAMING PLAN • A.F.F. above finished floor E east MFR. man....00 SCHBO. sdtedule ZONING SHEETS S2.3 ROOF LEVEL FRAMING PLAN • ACC. s ELEC. elemb(al) MRB. marble SNT. sealant CC ACC.FL. access floor E.P. eledricel panel,. MAs. masonry STG. seating Z0.1 ZONING SUMMARY • S3.1 DETAILS • AP. mess panel Ew.C. electric water cooler M.O. masonry opening SCTN. Z0.2 RESIDENTIAL DESIGN STANDARDS • S3.2 DETAILS • ARCHITECTURAL SYMBOLS AAUS eapgetml EL ale arm MALL material SHT sheathing ACPL. acoustical waster ELEV. elevator MAX. maximum sHr. sneer Z0.3 HEIGHT OVER TOPOGRAPHY CHART • S3.3 DETAILS • ACT acoustical the EMERG. emerge, MECH. mechanical STOOL. sheet gle. Z0.4 LOWER LEVEL FLOOR AREA CALCULATIONS • S3.4 DETAILS 0 ACR.PL. acrylic plaster ENCL. ncl (Ural MG medidne.0inet SHo. shore/shoxng ad.ndum EQ. equal MED. medium SIM. similar Z0.5 MAIN LEVEL FLOOR AREA CALCULATIONS • S4.0 SCHEDULES 0 AOH. adhesive EQUIP. equipment MBR master bedroom SKYLT. skylight ADJ. adja.nt ESC. escalator MESE membrane SL. sleeve Z0.6 UPPER LEVEL FLOOR AREA CALCULATIONS • ADJUST. atljuseble EXCAV. excavate MTL. metal Sc. solid core MECHANICAL AGG. aggregate EXH. exhaust RFD. metal floor decking S.P. sound proof(itg) A,C ...honing EXIST. eid.Ig M.R.D. metal roof decking Sr.C. sound transmission M001 MECHANICAL COVER SHEET • ALT. alternate EXP. expansion M.THR. metal mramme coernment ALUM. aluminum EXT. exterior me. s south M002 MECHANICAL SEQUENCE SCHEMATICS • NPROJECT A COLUMN GRID A.DANCH. ernm0a apreee F.O. face of MMder meHTO svDlmR. speaker M110 LOWER LEVEL HVAC PLAN • NORTH ARROW DESIGNATION APPROX. appro.. b F.BD. fiberboard MIN. um SPEC. square on(s) M111 MAIN LEVEL HVAC PLAN • ARCH. architect Eels. fiberglass MIR. SQ. M112 UPPER LEVEL HVAC PLAN A.D. area drain FIN. finish(etl) MISC. minimum S.STL talnlaes steal • Asa. asbestos FIN.FLR. finished floor Moo. modular STD. standard VICINITY MAP/ LEGAL DESCRIPTION M120 LOWER LEVEL HVAC MECHANICAL PIPING PLAN • ------ ASP.. asphalt FA fire slam, MLDG. moulding STA. AUTO adphat file BRK. fire b. MT. Sn l M121 MAIN LEVEL MECHANICAL PIPING PLAN • A man F.E. ewngaisber MTD. r01000( STOR M122 UPPER LEVEL MECHANICAL PIPING PLAN • I 0 c F.E.C. fire extnguisher cabin. moo. moveable) S.D. storage medrain BSMT. basement F.H.S. fire hose cabin. MULL mullion STRUCT. swdure/structural M123 SITE MECHANICAL PIPING PLAN • BRG. bearing FPL. Breplace S.C.T. structual day tile LEGAL DESCRIPTION: PHYSICAL M601 MECHANICAL SCHEDULES BPL. bearing plate FP. fireproof Nor. natural SUSP. suspended O • BDJT. bed K p ma. int FRC fire-resistant coating N.R. no.reduction Mk ymmetrical LOT 6,BLOCK 1,RIVERSIDE SUBDIVISION,ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1300 RIVERSIDE DR. M602 MECHANICAL SCHEDULES • lire-retardant flashing le`dant N.R.C.c. m writhe.se reduction all. SYN. the. 2A AT PAGE 179,AS RECEPTION NO.102218,PITKIN COUNTY,COLORADO ASPEN,CO 81611 BTWN. between F... NOM. nominal SYS. system BEV. bevel(ed) FLEX. flexible NONMET nonmetallic PARCEL ID#:273718117006 BITUM. bituminous FLR. floor N noM TKBD. tack board 461.0' NEW OR REQUIRED POINT BUILDING SECTION B.. block FLR.CO. floor clean out N.I.C. TKSTR. tack strip + ELEVATIONS ®. REFERENCED...NUMBER BLKG. blocking F.D. floor drain N.T.S. notroarale TEL. telephone S2 BD. board FLR.FL. floor pl.e T.V. television 110111 B.S. both sides FLUOR. fluorescent Des. obscure T.C. terra c na - ELECTRICAL !II ..��66 B.W. both ways FLR.JT. Modell O.G. center TR. errazzo M1�.- EXISTING CONTOURS Q WALL SECTION OR ELEVATION BTM. bottom FOUND. foundation OP.. ue THK. thick Una.) CA - E1.0 ELECTRICAL LEGEND • ARCHITECTS BRIX brick FRG. flaming OPG. opening THR. threshold y� ELEVATION NOTED ON HIGH SIDE �� REFERENCE DRAWING NUMBER BRL brans FRAIR fresh air OW.JST. open web joist T.PTN. idle[perhtion • '-�RgvR.F E1.1 ELECTRICAL ONE-LINE DIAGRAM • BURG. building F.B.O. furnished by others OPP. oppslte T.PDISP. .le[peperdspenser YY E1.3 ELECTRICAL PANEL SCHEDULES • B.U.N. built up roofing FUR. furred(ing) OPP.H. opposite hand TOL. teleran 4 BBD. bullletin led FUT. future OFFS. OP te... Tee tongue end groove CO- ti a ` 215 S.MONARCH STE.G-102 j NEW CONTOURS e DETAIL O.D. ace ge diameter T.B. rowel bar C. N - C. -- ELEVATION NOTED ON HIGH SIDE 1 REFERENCE DRAWING NUMBER CAB. cebiraf G4 Page OA. roll T.O.C. tap of column C ASPEN,COLORAD081611 CPT cemet SNOUT galvanlzetl O.H. overbmd T.O CONC.topotmnpee II B CWT. CO iece c gseeBelmntrectar PNT. paint T.O.J. top otjo50mg H"'ifngeT, o ii ; > p 970.544.4856 WWW.S2ARCHITECTS.COM CST. .., GL glass PTD. painted TRANS. ransom v` Q` N ll TEST 2 � INTERIOR ELEVATCN CB. catch basin GLBLK. glass bfock PNL panel T tread );'COO J `'( ggiT BORING REFERENCE DRAWING NUMBER CK. milkCLG. ceiling GL.S.T.0 glazed lautl smtructu2ltilary wilt P.P.BTDISP. Paperber TYR owel tlispen.r rypicel PPI qvR, N - • A/i .6-HODk1^S qVP r= 1 CLG.HT. ceiling height G.B. grab P.T,REG towel receptade U.B.C. UnN.m Building Code • GEM. GRT, grout PAR. PAR. parallel U.C. under. ' BOOR LEVEL DOOR NUMBER CM cement G.W.B. gypsum wall board PKG. pelting UN nlsM1etl DATE REVISION --EC=1 irEP----LEVEL LINE O (IF MORE THAN ONE DOOR PER ROOM GER. GYPo. gyperee RED. particle0000 board URFIN urinal SUB LETTERS PRE USED) C.M T, ceramicC.T. cerarnic irlmeseic Ile MDTGYP. gypsum ple.er PTN. partition 10/16/17 RDS REVIEW gypsum the PVMT. pavement V.JT vioint CHPM. Msmfer(E) HEED. hardboard PERIM pe perimeter vapor barder )°lent qVf • a /................: c < 0.a1P q vP a 12/04/17 PERMIT SET O WINDOW CHRQ. duo l e HOW. hardware PLAS. plaster VNR. vermiculite Q TYPE CLR. dear Wee) HDWD ea od P.LAM. to laminate VERT. al w.� Ti D CLO. doses HDH Cad joint PL. plate VERT. vertical N y N ;a REVISION COL. column NOR header P.L.F. pounds per lineal foot V.G. veMca REFERENCE COMB. combination HTG. heating PLGL. plate gla. VIN. villa Igrern t^ 1a 3 E`COO i/ s O OPLAN NOTE COMPo. co positi en(composite) HVAC Bee00 conditioning P.V.C. pdyrina chloride VINE. villa ebrb ventilat. PT. co. VISE vinyl be. FOP`T^St FO�len7 AWr, '� Per'Ave_ Z n 4' REFERENCE COMPR. compress)ed)(Ion)(Ible) HVY.D. heavy duty P.T.CONC past-tensioned concrete VINT. vine the CONC. concrete HT height PLC NC.pretest concrete Q ETC C.M.U. ncree masonry unn HEX. hexagonal plywmd WS.. Insult CONST. con.mous H.C. hosedbb PEE. pounds Pei squere foot W.T.W. wall to �/d Ve\ P.S.I.E ands per square inch CONTIR. continuous H.C. hollow coreW.H. watercg FO1,x CONTR. niracVmniredor H.M. hollow Heel PREFPB. preebnmtetl WC. water closet •Q PREFIN. prefinishetl C..IT. nirollDinit line HORRIZ. M1esvonel P.S. NC.presireasetl concrete W,REPG. waterproofing EDe,Jn i()(gvP Z, yC DASH AND DOT LINE FOR CENTER LINES,FLOOR LINES IN CPR. appear H.D. heavy duty P.L. property lice W.S. rep ST '^ --------------------------------- EXTERIOR ELEVATIONS,PROJECTED LINESE C.G. comer guard H.W.H. hot water heater y Ile W.W.F. welded wrefabnc F w. Dec, SI Q' J 444\ CTR. counter NCIN. incinerator W. width/wide . DASH AND DOUBLE DOT LINE FOR PROPERTY LINES, c.FL Counter fleshing NCL. inc..(ing) :CORBBT. rabbet WDW. window BOUNDARY LINES CTRSK. countersunk D. inside diameter RAG radius WG.. wire glass CRS. oourse NSUL. insulate(i,g) REF. referencerr.r to W.M. wire mesh CU.FT. cubic.. NT interior RFL. reflect(eel)ftve)(or) WIO wthad CU... cubic yard NTERM. intern., REFR. refrigerator WO woodDRAWING ATE. 12/4/17 DOTTED LINE FOR HIDDEN LINES NV Invert REG. register Wp.B. wood base ({/T (ABOVE OR BELOW) damper DR.C.P. reinforced ap)rgrela One VVRT. wo.ing mint IPKS 00 DPP. dampprcoNg JCL. janitor clmet .0 en D.L. dead load Jr. REM remove BREAK LINE V TO BREAK OFF DEMOL. 11000demo. J.F. joint filler RES. return PARTS OF DRAWINGS DEP. depre.(ed) JST. joist TRET. DTL detail R.A. return SYMBOLS USED.ABBREVIATIONS. PROJECT INFORMATION DIAL. diagonal KPL. kick plate RCS. raver. egle DIAM. diameter MT. kitchen REV. reveMn/reC. center, (INDEX) DISPR. dispenser KO. knockout R.N. g.hand 0 channel DRAWING TITLE division lea' O. rgvetgi way • tl penny DR. door a R 1 perpendicular DRAWING TITLE D.H. double hung aboretorery ROT. riser pL plate SCALE AND SCALE DN.a down tun. a mina RD. 'roof drain round Qa • NW D.S. downspout LAV. tory RFHCH. roof hatch MN. . tlraln board L.H. all hand RFG. roofing angle Q ` ,{`l A 1300 �. DT drain Ile LGTH. gih RM. room FE ,,_ C drawer LT. got R0. rough opening L.L. live load L g P 12 Riverside DrG in: EIVED DWG. drawing L.C. ghtmn.I RE robber base PT low latent LP ` ,de 0' D.F. drinking fountain LT.FF ghtproof RB.T, rubber the LTCONC. lightweight concrete D.W. dishwasher LT. ghtweght REST. rubble stone /2017 LMS. . 1 L LT. Intel on sl I' " TENT IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY -,a, °-,,,, a 6o , LOT 6, BLOCK 1, RIVERSIDE SUBDIVISION o - , i �� Q -; I1 ISsa.- ACCORDING TO THE RECORDED MARCH 22, 1955 IN PLAT BOOK 2A AT PAGE 179 lilli a a�2 ° Q( £�� ` rE I.:,_k,,.‘k� #5 REBAR&CAP Xil K C.O.A. L.S.#38215 I GPS#IS �AP = 'F I CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO \ f e' 1 #h '''i LOT? 73,90' -X e` x . •A i 4 wrnr�eeE 1' _(�� Fir Al°0NO2'I. FENTYP 3 ... #S REBAR&CAP N /r _ \ even v -, •�ConneP • gir Wgrs L S.#38215 _ 129800 T36 I� "d • 0 0.- �.t®♦ - 1. of T28 T29 T32 T35 l 7 N Si-V ♦ x .1� S 04 r. " " I \ Z634, 1 C.O.A. t� 51R ��M �4✓e ♦' ? 1 �I.Og 2 GPS#19 2 Cl \°• '�� y 11. a✓E�..__--�.___Tzo T27 a% O 14= 1 J � W �• o f P000�` - N T30 T31�� T33 �� F \I • par �: X B IN ETBAC T19 (T25 - a 4 1- q:a n T23 Go[c W E, M `_I T2 1T24 T26 T34 II ° d o 'Gulcheer • Y 0 a� c coDmie n T22 l� I T4 TII TI7 TIS +��1�� ln0.f p8T16 T2� 7.34 13 12-c\T -I. T12\TI3_ Ill o I a 4 - TREE# TREE TYPE TRUNK DIA DRIP LINE BASE ELEV TREE# TREE TYPE TRUNK DIA DRIP LINE BASE ELEV • l'. bA .V� a11 Ti PINE 6" 8' 8004.0' T21 ASPEN 10" 10' 8000.8' LOT9 - T5 I< 'L ° T2 BLUESPRUCE 2" 5' 8002.8' T22 ASPEN 10" 10' 8000.8' It ' Aspen I r F.F. ° T3 ASPEN 5" 6' 8001.9' T23 ASPEN 6" 8' 8000.8' 1OS Keno Mtn X105 R85W Gulch .�� EL Booz.4' , Al_. a /• Ill r G o y T4 ASPEN 6" 8' 8001.2' T24 ASPEN 6" 8' 8000.8' New�'' Co per F.F. ! 3 TS BLUE SPRUCE 16" 12' 500L4' T25 ASPEN 6" 8' 8000.8' -_____J Gulch- ---- - EL=8o01.o a.4 T6� RIDGE gd ° T6 ASPEN 6" 8' 8001.9' T26 ASPEN 8" 10' 8000.8' ° )��' m $2 EL=8015-1' K / T7 PINE 14" 12' 8002.7' T27 ASPEN 6" 10' 8000.8' V • GABLME T8 ASPEN 6" 10' 8004.1' T28 BLUESPRUCE 8" 8' 8000.4' VICINITY MAP EL=sa FF TER I a c ! ss T9 ASPEN 5" 6' 8004.2' T29 ASPEN 10" 12' 8000.4' SCALE:I"=2000' �T7 ° T10 ASPEN 5" 6' 8004.1' T30 ASPEN 8" 10' 8000.7' T11 ASPEN 6" 8' 8001.0' T31 ASPEN 5" 10' 8000.7' I A, � T12 ASPEN 6" 8' 8000.9 T32 ASPEN 8" 10' 7999.9' a SERVIR TI3 ASPEN 30" 10' 8000.9' T33 ASPEN 8" 12' 8000.4'd SERVICE ELECTRIC T CLINE T14 ASPEN 5" 10' 8000.9' T34 ASPEN 10" 12' 8000.6' LOT6,BLOCK1,RIVERSIDESUBDIVISION,ACCORDINGTOTHERECORDEDMARCH22,1955IN PLAT BOOK 2A AT PAGE 179,CITY OF ASPEN,COUNTY OF PITKIN,STATE OF COLORADOx T15 ASPEN 8" 10' 8000.8' T35 BLUESPRUCE 12" 12' 7999.5'T16 ASPEN 5" 10' 8000.8' T36 BLUESPRUCE 16" 15' 7999.6' T17 ASPEN 8" 10' 8000.9' T44 PINE 14" 12' 8001.8' S.FEL '-4" n T18 ASPEN 8" 10' 8000.8' T45 ASPEN 6" 10' 8001.2' MULTILEVELWOOD 4!jjl tiffs'&STUCCOFRAMEHOUSI �, 130o RIVERSIDE DRIVE • LIGHT T19 ASPEN 5" 10' 8000.8' T46 BLUESPRUCE 8" 10' 8002.0' POLE T20 BLUE SPRUCE 10" 12' 8000.8' T51 PINE 6" 8' 8001.8' 05 REBAR&CAP / ' �T Call our ROW width and distance to the L.S.#38215 V T9 CHIMNEY F.F. ?'H e�7 a EL=8002.E a o nearest intersecting street if within 200'. N 70°07'54"W EL=8026.1' .x ro 17 251' 41.' \ 'SI C #5REBAR&CAP / 039' A. I � L.S.#38215 RIDGE-' AIM �'Z• I ' £ y'C , 03 q C,E, EL=8024.2' TIO V/qq T44 �00 AriS`SO l _ I NODES: y If I I I)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS,COVENANTS,BUILDING r5 Pti E SETBACKS AND EASEMENTS OF RECORD,OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN �5 e �� ' . I I THE TITLE COMMITMENT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY AND ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN,LLC.,COMMITMENT NO.16003589,DATED �I'I N EFFECTIVE JUNE 16,2017. / `^ \\�, �`0. , I ` 0 2)THE DATE OP THIS SURVEY WAS JULY 05,2017. C \ P. �II� £ 3)BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S00°I5'55"E BETWEEN THE EASTERLY x �\ , OL , I I 330 30 ANGLE POINT IN THE WESTERLY BOUNDARY LINE OF LOT b,BLOCK 1,A#5 REBAR&CAP L.S. y4'. �+ 01. 38215 FOUND IN PLACE AND THE SOUTHWESTERLY CORNER OP LOT 6,BLOCK 1,ABS REBAR& �j I I _�,9y1`" o r� E I '(V e 31 j CAP L.S.#38215 FOUND IN PLACE. iI n 1 r �n VI Off 1 300 %� g. 60 4)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET. • \� r I £ 9 ,A 5)THIS SURVEY IS BASED ON THE RIVERSIDE SUBDIVISION PLAT RECORDED MARCH 22,1955 IN N. Y I ti n /' ,t, V lI IV PLAT BOOK 2A AT PAGE 179,THE BOUNDARY LINE AGREEMENT RECORDED JUNE 05,1998 AS `A nl I RECEPTION NO.417480 AND THE ALTA/NSPS LAND TITLE SURVEY RECORDED NOVEMBER 10, LOT 10 M $$i ,,f Cl 2016 AS RECEPTION NO.633800IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND "'ctd J W 270 0-I / 90 E CORNERS FOUND IN PLACE. �� 0 4N\ A I 6 ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO A S OC,3, K £ / \ RTVRN GPS NETWORK(1988 ORTHO DATUM)YIELDING AN ON-SITE ELEVATION OF 8000.59'ON B ilk lb. gTN+ - - THE SOUTHEASTERLY CORNER OF LOT 6,BLOCK 1 AS SHOWN.CONTOUR INTERVAL EQUALS 1 FOOT. MTN. '1 ,,' .4, i T45 240 120 \ 0 - "F 8002 T51 BUILDIN g K`-PSQ` 4.7G \ 210 150 It appears that the existing tree canopy 9tcFi- £ 180 shown in the survey on the south side of I S the residence does not match existing conditions.Include tree location, or. diameter,drip line extent,etc.for this I 80o nr \ GRAPHIC SCALE area. o- _ £ I TELEPHONE o¢ / y LINE CTR1r&CATV ao I Ib � II11 z11 u O� pD ELE #5 AEBAA&CAP / IMPROVEMENT SURVEY STATEMENT 79,2E L.S.#2376 ( IN FEET) TBM EL=8000.59' / 8------- 1 inch= 10 ft. I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY PEAK SURVEYING,INC. I 380°2'I'46�W FOR THE NANCY DEDMAN TRUST#1. I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, oe.-oe ASLINE W- JULY 05,2017,EXCEPT UTILITY CONNECTIONS,ARE ENTIRELY WITHIN THE BOUNDARIES OF THE v o PARCEL,EXCEPT AS SHOWN,THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES,EXCEPT AS INDICATED,AND THAT - #5 REBAR&CAP THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY L.S.#36215 o PART OF SAID PARCEL,EXCEPT AS NOTED.I FURTHER STATE THAT I HAVE EXAMINED THE TITLE '^ COMMITMENT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY AND ATTORNEYS ��- TITLE INSURANCE AGENCY OF ASPEN,LLC.,COMMITMENT NO.16003589,DATED EFFECTIVE S- JUNE 16,2017AND FIND ALL EXCEPTIONS TO TITLE THAT AFFECT THE SUBJECT PROPERTY ARE '��RSroE DRIVE. SHOWN HEREON TO THE BEST OF MY KNOWLEDGE AND BELIEF. ' _�_ R R"O. 0 /� ASPHALT - ,'j/r pii.,.,.�� \\ ' - J4s''\-S°� BY: \ e surveyor's certificate shall state the - 'SON•. 'IL P.L..,O.3791 rror of closure is less than 1/15,000. _ -- -- I,..e 3793. 0 0 o a Ivo1n7 ,��w _ s _ SLOPE TABLE ��,ti4...,,,,st NUMBER MIN.SLOPE MAX.SLOPE COLOR AREA 4 Drawn By: NO. Date Revision B� Project NO. I o.om% lo.000"i BWs.00 JRN I 09/11/17 UPDATE SLOPES TO BOUNDARY JRN NANCY DEDMAN TRUST#1 _ 2 1o.000', zo.000°i 1657.00 Checked By: CITY OF ASPEN,COLORADO 17040 P.O.Box 17461 4 JRN 2 12/01/17 UPDATE TREE LOCATIONS JRN 3 20.000% 30.000% . 304.50 Rifle,CO 81650 IMPROVEMENT&TOPO SURVEY 4 30.000% 3000.000% ■ 117.50 Phone(970)625-1954 Dale: Fax(970)579-7150 JULY n 2017LOT 6,BLOCK 1,RIVERSIDE SUB. NO1 ICE:ACCORDING TO COLORADO LAW,1,011 MUST COMMENCE ANY LEGAL AMONBASED UPON ANY DEFECT IN MIS SURVEY PT11-1.THREE YEARS AFTE1,011 www.peaksurveyinginc.com Computer 1300 RIVERSIDE DRIVE THIS SURVEY THAN DISCOVER SUCH DEFECr IN NO EVENT MAY ANY ACTION BASED UPON ANY TM 1 OF 1 R r.,EIVED CERTIFICATION SHOWN HEREON 4, D4fl.DW� /11/2017 ASPEN BUILDING DEPARTMENT Residence 1300 Riverside Drive Aspen, Colorado Temporary Micropile and Ground Nail Walls* Grade-1 . Temporary Micropile and Ground Nail Walls - Cover Grade-4. Temporary Micropile and Ground Nail Walls - General Notes Grade-2. Temporary Micropile and Ground Nail Walls - Locations Grade-5. Temporary Micropile and Ground Nail Walls - Sections Grade-3. Temporary Micropile and Ground Nail Walls - Profile Grade-6. Temporary Micropile and Ground Nail Walls - Typical Sections and Details ,ea.: ues�sned r�r .�"`��"�.- Set Revisions `pO_REc7 B&Y Drilling,Inc. Temporary Micropile and ;�.; �e.. * Theseplans and specifications are designed toprovide temporary excavation support with a finite design life duringconstruction operations. R Engineering Date Re siun lssne Prepared by /� p g p Y pp 9 p � ,jambe. Ground Nail Walls 10.31.17 Sheets Grade-2 and 3 2D1 oJec 35832 uo Long-term earth pressure loads shall be included in the structural design. &Consulting,Inc. 11.27.17SheesGrade2,3,5 end 6 RD1 17-072G-Dl Cover '(\:::a I�/L1/t�x _ ;�� d'rcpa�cd by: Dare. Project Shea Number: `/C Y \F 266 Red Cliff Circle Glenwood Springs,CO 81601 RDJ October 30,2017 R`sidence ��J G� ��"'�� Phone: (970)230-9208 1300 Riverside Drive affi/� 1'2,11/2(117 ASPEN BUILDING DEPARTMENT LOT 0 e T.. x#SREBAR&CAPNS1" ' 7 P,) xV�1t111t��r L8.#38215 -- V \\I _ ✓ K•—I�,- e _ .tP6,tA. I �� 1� �� <�� cs#l9 De ictlimitsoflay �.„� ,r �° o ��r�'� c Inl, • � Li�`11i11� PA � �'lrr�p� � 1• � e � back excavation , /,/ �,►�'�1� ►�c9 0111/�y�f \ include upper and rr 6 !t • �i:��i<'`ff��i��•il�i'>'� "� �i�� b lower limits of I,'� i B�'D 'LIIYPi�:� w��Ylr��n�!(i'��i♦ •�_• � " excavation and side EA ins,,� a-�.. ll� �"L/ aTl I>� ,,'rJ �4, �yf I slopes. .9 MO a s `yns40 41,, .emu '�6 �' �l�sd .s \t. Yi 1 Is this gas meter existing or proposed?�yov- I ' T �j�j] '•.v1 How will d be protected during uyp f _ � •• � excavation if it is existing? • 9 �/-'111, /' a .Na g° ao' a.•a a.��w,rJ ''''/t E.• NOB 1 I 0°WO- Proposed Top of\\. )I I j• GAffi.n4C / MI. s -\ 9 Ground Nail Wall -i! \1 �; r \ DIETER / ' ' / a 1 V a, / ,!�-. ♦ �I f R. T - ! #S RENAR'CAP \'i°'llrjj;��s 1/ I o I 1 I WA 01 a-4.0— I 1 \How will utilities be installed or affected' LS#38215 i�- ,i•,'%u• I \ •-• I with the stabilization techniques?Show R70'0754'W °a's. I� 4- � '^' ) all proposed utility locations to verify 251 i there are no conflicts. #S RP.BAA&CAP tlV / y / 1 i - 0' e $: LS.#3:._,,)i t �yJI/ 1 • 49 7 11/ "`fin �,_ Proposed Micropile_ I---3 cr ; Verify the micropile wall will not impact -• -ion —any existing or future utilities in this 5' ,, aQ [-1 (' ro 1 ` easement. s / 1 i Ig-0 I qqq�� j. -a.o•— i I l ; C. ' 1 • Lox �1 .J f. I i to /. / / / I '\ Je` i '4 I1 % .1 TA I \'/ 47 _ / It appears that the soil N, retention system may — — —Proposed Top of , impact the tree root Ground Nail Wall Euk,o4'G sE zones,clarify if any 4 I .�AC1L existing trees will be in ' \ 8 0. � ---'_------' conflict.If there are -- , __ conflicts then the design • — shall be altered or obtain '8 \ . of a tree removal permit. �` v, $ / 1 I TELEPHONE .---� ILINE .��a 1 OVERHEAD .--�'----- �. #5 MBAR&CAP I .D L.S.Vl2376 w TBM EL-8040.59' I I cl 3 1 {� 0,�oE-"` ` ei'Ka,, .-W �„- ---- 1).<;_#.1,._ ��_ ORE:DAR&CAP Wv _ -�_ L.S.#38215 _ ir _______ _ ,_____-, _ ,__-- _ __ ___ . ,.....,... IDIOM Age X1-.1 NI A ,sal: -z_•-. Uestgned For: "�-' 0 RE sheet Revisions p.0••,_•G/ST Notes: 10 0 5 10 J_ Date Pm/mien/Issue Prepared by B&YD`°ueg,Inc. Temporary Micropile and ,A V Fa 1.Base plan by S2 Architects dated 12/04/2017. I I -- R Engineering Revlsedlocatmn from tmlme4to7to accommodate dry Project Number: Ground Nail Walls FF'" m i i 27 17 well and revised to current base plan RDl 35832 y'° 2.Micropile and ground nail walls shall be constructed entirely within property lines. SCALE:1"=10' &Consulting,Inc. RevlsedproblefrommmImes2to7toaccommodatc 17-072GD1 Locations .U 9, ' uzzv RD3 Q: -evised foundation plan and remove dry well . d.tvz,.. 7rd 3.This drawing should not be used for foundation wall layout. Prepa edby: Date: Project Sheet Number ^: `I � \ I 266 Red Cliff Circle Glenwood Springs,CO 81601 RDJ October 30,2017 Residence �2llltE��E® Phone: (970)230-9208 1300 Riverside Drive lyll/2017 ASPEN BUILDING DEPARTMENT 8020 T T T T T I I T T T 8020 Mic opile Wall Top of Ground I Cap Top of Ground 8010 — Mail Wall(TOW) Bail Wall(TQW) —h 8010 Strip Drains 1 1 To of Wall(TOW)to Ground Nai Existing Grade(EG Top tall(TOW)to p ) trip Drains Match Existing Gr de(EG) match Existi g Grade(EG) round Nail x x 8000 8000 1 x x x x x x x IX x x x '' x I x a%x x x x x x x x x x x x x x x x x x x x x x x ' s a Temporary Slope x o '.�� x x x w at1H:1V x rr x x x x r x x x x x x x x x x x x x x x x x x x x x xili x x x x xx Temporary Slope tD ED 0 7990 r+x x rl x x ` x x x_ x x x x , x x x x x x x x 4. x x x x x x x I M x X x X x x at 1 H:1 V x x x x x x x x , I x x x x x x 7990 ?. m W Bottom of Excavation Bottom of Excavation] CD ( OE) A (BOE) v 7980 Bottom of Excavation 7980 (BI E) 7970 7970 7960 7960 } i— N= c = Oi i =N1 =N N,..=N N.0 = N— 0 =_—Zmro `,ZNNi 2ZN � } = mg VNg =ZmglZwg oO§m + f = o OZ�m3m — c0 — z m3 i �3 ` u ., mac, O �cn c .Enn,'cuu ` ouor Qo mm + 1Zw 7jE or � u 2N �cn r ` mO FwO F['wQWu u E'w Qu , WO WQ § w on r 23n EOOwn EE,O ,, w O O FO r FO rOWO a° Ow NO FOB0 FO FOrnmw -EgoO oiF°wOHw Ho 0 nooFO °'O 0m O - O m.o a, gw.c �m at to mmQO O w A,N a w0 ti o NAIL LENGTH SCHEDULE x 10 feet ,eai. �ear�neo rer: Sheet Revisions %,,'p 9.1 / SCALE: ABBREVIATIONS: R&YDr+tuag,lae. TemporaryMicropileand ii.gir S). Date Revision/Issue Prepared by HORIZONTAL 1"=10' EG-Existing Grade R Engineering Revised mmmeneaam7taa�ommnaatedy a Namber: Ground Nail Walls m 1031.17 well Rim of 1vg720-D1 Profile u 35832 gi- VERTICAL 1"=10' TOW-Topof Wall &Consulting, ne Revised aml;aeaz a rva accommodate a O: revised foundation dan and remove, well •ate: e t vum.rr ?: BOE-Bottom of Excavation 9 z, Rn, "�"••,Y � 266 RedCliffCircle Glenwood Springs,CO 81601Residence Y G® ``�iS` Phone: (970)230-9208 RDJ October30,2017 1300 Riverside Drive iv11/2(117 ASPEN BUILDING DEPARTMENT 1.0 Temporary Micropile Wall Materials 5.0 Temporary Ground Nail Wall Materials 1.1 Micropile bars-Williams B7X1-38 Injection Bars or equivalent 5.1 Ground Nails-Grade 75 threadbar or equivalent in accordance with ASTM A615 or Williams injection bar. fy=85,000 psi ty=75,000 psi 1.2 Grout-Grout may be neat-cement or with sand,with Type II cement in accordance with ASTM C150.Water-cement ratio should be between 0.4 and 0.6. 5.2 Grout-Grout may be neat-cement or with sand,with Type II cement in accordance with ASTM C150.Water-cement ratio should be between 0.4 and 0.6. fc=3,000 psi(28-day strength) Pc=1,500 psi minimum 3 day fc=3,000 psi minimum 28 day 1.3 End hardware-Nuts shall be in accordance with manufacturer's recommendations.Bearing plate shall be in accordance with ASTM A36,Grade 36. 5.3 End hardware-Nuts and washers shall be in accordance with ground nail manufacturer's recommendations.Bearing plate shall be in accordance with ASTM A36,Grade 36. 1.4 Concrete-Concrete mix shall consist of Type II cement in accordance with ASTM C150,potable water and normal weight aggregate in accordance with ASTM C33.Air entrainment is not required.Admixtures,if used,should be non-corrosive to steel. 5.4 Shotcrete-Shotcrete mix shall consist of Type II cement in accordance with ASTM C150,potable water and normal weight aggregate in accordance with ASTM C33. fc=3,000 psi(28-day strength) Admixtures,if used,should be non-corrosive to steel. Pc=4,000 psi(28-day strength) 1.5 Cap reinforcement shall be in accordance with ASTM A615. fy=60,000 psi 5.5 Welded wire mesh shall be in accordance with ASTM A185. 5.6 Walers and vertical bearing bars shall be in accordance with ASTM A615. 2.0 Micropile Wall Construction Sequence ty=60,000 psi 2.1 Install micropiles at the locations and to the lengths shown on the plans.Micropile injection bars shall be installed per manufacturers recommendations. 5.7 Strip drains consist of 12"wide dimpled cores wrapped in geotextile.The compressive strength of the core should be at least 20 psi when tested in accordance with ASTM Micropile locations may vary by up to 3". D1621,and it's in-plane flow capacity should be at least 10 gpm/ft when tested in accordance with ASTM D4716 5.8 Centralizers should be plastic that will provide free passage of grout and attached to the nails in accordance with the manufacturer's recommendations.Centralizers not 2.2 Install end hardware and reinforcing bars as shown on the drawings. required for injection bars. 2.3 Pour concrete cap to the minimum thickness shown on the drawings and to attain the minimum coverages specified herein.Cold weather protection measures may be necessary. 6.0 Temporary Ground Nail Wall Construction Sequence 2.4 After concrete and grout has attained 80%of specified strength,complete excavation to full depth of wall not to exceed maximum wall heights as shown on the drawings. Excavation shall extend to grout/micropile columns(cap may be undermined).Soil should not be left between excavation face and 6.1 Excavate one lift to a maximum depth of five feet. grout/micropile columns. 6.2 Install ground nails at the locations and to the lengths shown on the plans.Ground nail location may vary by up to 6".Tremie the grout from the bottom of the hole up. 3.0 Temporary Micropile Wall Design Parameters 6.3 Install strip drains,welded wire mesh,walers and bearing bars as shown on the drawings. Use chairs to hold the welded wire mesh away from the soil as necessary. 6.4 Install shotcrete to the minimum thickness shown on the drawings and to attain the minimum coverages specified herein.Give special attention to filling the void in the 3.1 The micropile shoring was designed in general accordance with procedures contained in the FHWA"Micropile Design and Construction Reference Manual", borehole above the grout line.Cold weather protection measures may be necessary. Publication No.FHWA NHI-05-039,December 2005. 6.5 Install the ground nail end hardware after the minimum inside coverage specified herein has been attained.While the shotcrete is still wet,embed the plate into the Shotcrete 3.2 The following strength parameters were assumed for the subsoils based on the"Subsoil Study for Foundation Design,Proposed Residence,Lot 6,Block 1, surface until there is no void behind the plate. Handtighten the nut. Riverside Subdivision,1300 Riverside Drive,Aspen,Colorado"by HP-Kumar under Project No.17-7-501,report dated July 17,2017. 6.6 Once the grout and Shotcrete have attained 80%of their specific strengths,repeat 2.1-2.5 to the bottom of the wall. The following values were assumed for soil design parameters: 6.7 At the bottom lift,complete strip drains to daylight as shown on the drawings. c y (deg) (psf) (pcf) 7.0 Temporary Ground Nail Wall Design Parameters Sand and Gravel 36 100 130 P rY 9 An experienced geotechnical engineer should verify the above design parameters during construction. 7.1 The ground nail wall has been designed in general accordance with procedures contained in the FWHA"Manual for Design and Construction Monitoring of Soil Nail Walls",Report No.FHWA-SA-96-069R. 3.3 Global Factor of Safety=1.3 min. 7.2 The following strength parameters were assumed for the subsoils based on the"Subsoil Study for Foundation Design,Proposed Residence,Lot 6,Block Show the surcharge 1,Riverside Subdivision,1300 Riverside Drive,Aspen,Colorado"by HP-Kumar under Project No.17-7-501,report dated July 17,2017. 3.4 The excavation shoring systems are designed to accommodate normal construction surcharge of material and light trucks,not heavy loads such as cranes area on the site plan 7I (wheels or outriggers),concrete pumpers(wheels or outriggers)or large stockpiles. Heavy loads shall not be placed within 6 feet of micropile cap unless The following values were assumed for soil design parameters: sheet Grade-2 for both / approved by RJ Engineering. retention systems,soil y c y Quit nails and micropile 3.5 No groundwater table was assumed.If groundwater is encountered during excavation,the excavation shall not continue and the site shall be dewatered to (deg) (psf) (pot) (psi) walls. below the base of planned excavation elevation prior to completion of the excavation. Sand and Gravel 36 100 130 28 3.6 The micropile walls lateral deflection may range from 0 to 2 inches.The design calculations show there will be no adverse deflection of the ground surface at An experienced geotechnical engineer should verify the above design parameters during construction. the property line based on anticipated subsurface conditions. Add a general note 7.3 Groundwater level was assumed to be below the base of the wall. that a maximum 3.7 There will be no adverse effects including potential deflection on any adjacent properties based on anticipated subsurface conditions. deflection of 0.003'per 7.4 Factors of safety foot of depth is Global-FS>1.3(temporary) permitted at the 4.0 Special Provisions Nail Tension Strength Factor-«N=0.55 property lines adjacent to the public ROW and Nail PulloutadResistanceth Factor Factor- -=0.=0.50 p 4.1 Wall geometry used in design was based on plans provided by S2 Architects. Nail Head Strength -«F=0.67 that there shall be no deflection at the 7.5 Surcharge loading property lines adjacent 4.2 This design is valid only for B&Y Drilling,Inc.at the subject site. to the neighboring The excavation shoring systems are designed to accommodate normal construction surcharge of material and light trucks,not heavy loads such as 4.3 Excavation shall extend to micropile columns. During the excavation process,material should not be left between the excavation face and the grout/micropile cranes(wheels or outriggers),concrete trucks,concrete pumpers(wheels or outriggers)or large stockpiles. Heavyloads shall not be placed within 5 properties. 99 ). P P 99 ) P column. feet of the face of the ground nail walls unless approved by RJ Engineering. 4.4 The micropile wall designs are valid only for dry surface and subsurface conditions.If surface water or groundwater is encountered during excavation or 7.6 Corrosivity was assumed to be low. installation,RJ Engineering should be notified immediately and the wall may be redesigned at the discretion of RJ Engineering.Surface and subsurface drainage from adjacent properties should not be discharged at the top or through the micropile wall.Saturated soils may result in materials piping out from 7.7 The maximum design life of the temporary shoring is 12 months. between micropiles resulting in failure and/or excessive wall movements. 4.5 The design life on this micropile wall is 12 weeks. Design life is defined by the beginning of excavation to backf II completion of the foundation wall. If the 8.0 Special Notes duration of the project exceeds the 12 week duration,RJ Engineering shall be contacted to evaluate the performance of the system and determine if the design life can be extended. 8.1 Wall geometry used in design was based on information from plans provided by S2 Architects. 4.6 RJ Engineering is not responsible for maintaining slope stability above and below the micropile wall during construction. 8.2 This design is valid only for B&Y Drilling,Inc.at the subject site. 8.3 RJ Engineering is not responsible for maintaining slope stability above and below the ground nail wall during construction. 4.7 There appears to be no known utility conflicts with installation of the micropile walls. Utility locations presented shall be field verified prior to micropile wall installation. 8.4 RJ Engineering is not aware of any utility conflicts.The contractors are responsible for field locating all nearby utilities.Conflicting utilities may require ground nail wall redesign at RJ Engineerings'discretion. 4.8 RJ Engineering is not responsible for quality control,quality assurance,changed conditions or problems resulting from improper construction techniques. 8.5 RJ Engineering is not responsible for quality control,quality assurance,changed conditions or problems resulting from improper construction techniques, 4.9 RJ Engineering is not responsible for construction site safety. and construction site safety. 4.10 RJ Engineering is not responsible for wall layout.General contractor or representative of the general contractor is responsible for micropile wall layout. 8.6 RJ Engineering is not responsible for wall layout.Wall layout shall be performed by the contractor or contractor's representative. 4.11 Observation of micropile wall installation should be performed by a qualified engineer. Inspection and/or monitoring of the micropile wall after completion of excavation should be performed.The frequency and duration of the observation and monitoring shall be determined by the qualified engineer.The qualified engineer shall have experience with design and installation of micropile wall systems using injection bars.Observations shall be made at least on a weekly basis during installation and during the service life of the system. ue,,yfled eor: � p0 REG/ST Dote Revision/IssuePrepared by B&Y Drilling,Inc. Temporary Micropile and Sheet Revisions Rp Engineering Project Number: Ground Nail Walls •( 35832 rnj° &Consulting,Inc. tvo7zGDt General Notes •f!: ?; . Prepared by: Date: Project: Sheet Number: �••., 266 Red Cliff Circle Glenwood Springs,CO 81601 RDJ October 30,2017 Residence '%S •.•.•AT.v Phone: (970)230-9208 1300 Riverside Drive II l 3.3./2017 ASPEN BUILDING DEPARTMENT DISTANCE FROM FACE OF GROUND NAIL WALL DISTANCE FROM FACE OF GROUND NAIL WALL DISTANCE FROM BACK OF MICROPILE CAP DISTANCE FROM FACE OF GROUND NAIL WALL IN FEET IN FEET IN FEET IN FEET 804. -20 -10 0 10 20 804. -20 -10 0 10 20 804. -20 -10 0 10 20 804. -20 -10 0 10 20 803. 803. 803. 803. Pa z w 802. 2 CI w 802. w 802. w 802. Eo o wPv o W 5 o 3 0 "' 801. N 801. 5 801. - 801. • w let.cade oflnia.Grade of EG=Top of Cut�q 8003.3 N "w°•re Grade „�wq Grade EG =TOW= 8002.0 EG=TOW= 8002.0 36.7'South Property Line 32.3' North Property Line TOW=8001.3 tiary aa'"" EG=TOW=8001.0 800. 800. 800. 800. Ground Nail Wal icropiles round Nail round Nail below Gras below Gras 2.,�--wa,aPne serum 799. .. _ 799. .. _ 799. .. _ e 799. .. _ e eem.c,aae 7980 7980 798• 798. GROUND NAIL WALL GROUND NAIL WALL MICROPILE WALL GROUND NAIL WALL East Side South Side West Side North Side Station 0+70 Station 0+90 Station 1+50 Station 2+30 :eat De:tgnea ram �'-" Sheet Revisions <A2.3•?/.' Notes: Date Revision/Issue Prepared by B&Y Drilling,mr. Temporary Micropile and R En ineerin Project Ground Nail Walls 1.The micropile and ground nail walls shall be constructed entirely within property boundaries. ABBREVIATIONS g g n.zzn Revised BOE o 7988.om79a9s based oa new plan RnJ n-o7zGDP Sections 3583 SCALE: &Consulting,Inc. EG-ExistingGrade � � HORIZONTAL 1"=10' reparedby: Date: Project: Sheet Number: �® 1i�a?�l� TOW-Top of Wall �y^ \ VERTICAL 1"=10' 266 Red Cliff Circle Glenwood Springs,CO 81601 RDJ October30,2017 Residence &I '••••. BOE-Bottom of Excavation Phone: (970)230-9208 1300 Riverside Drive 1011/2(117 ASPEN BUILDING DEPARTMENT REINFORCEMENT SCHEDULE MAXIMUM REINFORCEMENT HORIZONTAL VERTICAL WALL HEIGHT REINFORCEMENT BAR LENGTH SPACING SPACING (DH) (RL) (SH) (SV) #8 GRADE 75 ALL THREAD SEE SHEET EXISTING GRADE 14.0 FEET OR WILLIAMS GRADE-3 5 FEET 5 FEET 1 ' 32 INJECTION BAR 2'MAX SEE SHEET GRADE-3 FOR PROPOSED TEMPORARY NOTES: TOP OF CAP/WALL EL. micEXCAVATION AT 1H:1V 1.SHOTCRETE REINFORCING STEEL NOT SHOWN FOR CLARITY SEE DETAILS CAP SEE DETAILS 1%- -%1 SHOTCRETE BATTER VERTICAL I TO 5 DEGREES —..-_— EXISTING GRADE NEARLY LEVEL TOP OF I f A SHORING* DH=14.0'MAX. 3'MAX ST SS I PLACEDRIP 10'DRAINS ON CENTERHALLBE AND SHAL12-INCHEL W DE VARIES I -_-� NOT EXTEND WITHIN 18-INCHES OF TOP OF SHOTCRETE PROPOSED EXCAVATION SV ue DESIGN HEIGHT rasa (pH) SHOTCRETE 1110 1 BOTTOM OF EXCAVATION 111 (SEE SHEET GRADE-3) -.: __.________r_,---4-m4mN il �I 3 MAX h WILLIAM538mm ��_ INJECTION BAR 15 degrees BOTTOM t y1ll OF SHORING* \ 11 DAYLIGHT STRIP DRAIN ```r� 4--__i *SEE SHEET GRADE-3 FOR TOP AND BOTTOM OF WALL/SHORING ELEVATIONS V A� TYPICAL SECTION GROUND NAIL WALL : '".'".,'"‘'". DRAWING NOT TO SCALE TYPICAL SECTION MICROPILE WALL 14.0'MAX CUT VERTICAL BEARING BARS(2 r if4 N' H I BOREHOL I l l- 30"MIN.LENGTH —III III_ ' HORIZONTAL BEARING BARS(2 I GROUT I I III- Hen Nut IrI Bearing Plate #4®B"OC I _ I I I- =r_ (CONTINUOUS) 1 III IIII� ICI _II II__ i g. _ Notes Verticalplesl2"center to center with +` I BA II III�-III Ili��llll' —ill III—III—III p ,III—III—III_ ba k row at 12 offset Continuous Waler, f 18" ►I 3,000 psi Concrete - 1- i I III III—I i— #4 Rebar a a _1-• —_ I GROUND_ ._ III — 12" e. MESH OVERLAP _ ROUND NAIL CROSS SECTION LB-B' 1/2"Min GIRO+ c - •III MIN2GRIDS _ III - I 111111111111 r'11 I I Vertical Pile Cross Bar,#4 Reber EARING PLATE HOTCRETE III i III. Vertical Pile 11� yY 12�� V. _ *ICI, WELD4DWIRE FABRIC W29oW29 II�4" I j — I ll Continuous Waler, VERTICAL EOCOMPOSITE STRIP DRAIN P!■ll , �I it4 Reber �� Continuous Waler, BEARING BAR ow .III Grout �I I ad a AdA'.1 #4 Rebar Williams Injection Barfe, I , III` 1�1 12" '� a^ SHOTCRETE REINFORCEMENT BEARING PLAT -- MICROPILEBEARINGPLATE 24"•II, ill1I'i FRONT VIEW •aI- ELDED WIRE MESH SIDE VIEW III' 'II I HEX NUT -C 1 2q" ��9I q OC sr, Grout I�1/2"MIN 3I-1 HOTCRETE Microp le Hole Diameter I I % % illl`I " a I I I _I ENTRALIZER @MAX 10 FT OC AND WITHIN 2 FT. =Bar Diameter+l/4" �B L I % - :. NpIIIII OF THE TOP AND BOTTOM OF DRILLHOLE IV%ele ' �} I i l I #4 Reber Continuous Waler, �, % 'IIIIIIIIIIIIIIIIII III- (NOT REQUIRED FOR INJECTION BARS) fee- Illlpll a UIIIIIIIU111411111 HORIZONTAL WALER ' aI I I II I I�IIIIIIIIIIpplllllllpll /y MICROPILE CAP PLAN VIEW MICROPILE CAP CROSS SECTION a IIII °R=� J VERTICAL SYSTEM VERTICAL SYSTEM GROUND NAIL BEARING PLATE a I I I—� Illlllllllllllllllllll�llll�lllllllllt r,SHOTCRETE FACIN aIIII i MICROPILE BEARING PLATE SIDE VIEW aI—I I ROUT ,� A g A' FRONT VIEW a b'I/I�IIIIIII GRADE 75 ALL THREAD 0- IIIIIIIIIIIIIIPAJ � =BAR DIAMETER.1" WILLIAMS INJECTION BAR B \ 4-INCH MIN. Boren II_III III_ I Field Installed Grout III- 4" .I J IIIII IIII GROUND NAIL SHOTCRETE DETAIL -. II_I GROUND NAIL BEARING PLATE Injection Bar II—II I I' FRONT VIEW cctsrnnn_ i lII II Illl_ MICROPILE DETAIL MICROPILE CROSS SECTION A-A' sal: UnEgned her: RE r ,00••Y•G/._--. Sheet Revisions r- 0••• s>.\ Abbreviations: esYDrming,Inc. Temporary Micropile and ��,� Date Revision/Issue Prepared by .git � m; RL-Reinforcement Length R Engineering Ground Nail Walls En in eerin 9 Revised wall heights based on new foundation plan RDl •oje Number: S • 35832 p° DH-Design Height &Consulting,Inc. YP 17-072G-D1 Typical Sections and Details • -it r 1 ° 'repared by: Date: Project: Syt, hee f V ED )`1 L4�t \ 1 NOTES: 266 Red Cliff Circle Glenwood Springs,CO 81601 Rea,dence RDJ October 30,2017 1300 Riverside Drive - ••. vn� ./ 1. See Sheet Grade-3 for top of wall/cap and bottom of excavation elevations. NOT TO SCALE phone: (970)230-9208 3. f13./2ti3.7 ASPEN BUILDING DEPARTMENT 1 300 RIVERSIDETvv Cm 0r Asto, WOODY CREEK To obtain sign off from the Engineering Department on the Certificate of Occupancy(CO)the following requirements must be met. ENGINEERING Minor Drainage Reviews •All Areas must be landscaped or stabilized per the approved plan. •All drainage features must be installed per the approved plans including swales. •All temporary erosion control devices must be removed. Major Drainage Reviews: WOODY CREEK ENGINEERING,LLC •All Minor(see above)review criteria must be met. P.O.Box 575 •Submit an as-built surveyof all drainage features on theproperty. WOODV CREEK,COLORADO81656 1300 RIVERSIDE DRIVE , ASPEN CO 9 Pg9�Or29s2s�Submit a Grading and Drainage Certificate signed by the Engineer of Record. Submit a video(in DVD format)of any connections made to the City's WOODVCREEKENGINEERING.COM infrastructure that shows that the connection is clean and in good working condition. •Submit an Operations and Maintenance Plan Agreement signed by the Owner. Right of Way improvements including sidewalk,curb and gutter,and other appurtenances must be complete. 8161 1 After n regrind documents havb been submitted,a final inspection from the Engg ineering Department can be requested at 920-5080. NOTE:These are only the requirements of the Engineering Department. Other departments may have additional requirements for obtaining a CO. j811 ® NOTES: 1. ALL MATERIALS,WORKMANSHIP,AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF ASPEN("COA")MUNICIPAL "Poi� B CODE,COA TECHNICAL MANUALS,AND APPLICABLE �'�o,3.•••••••••�0• Ny_ STATE AND FEDERAL REGULATIONS.WHERE THERE IS CONFLICT BETWEEN c.,/05 10,',.0 •` THESE PLANS AND THE TECHNICAL MANUAL OR ANY APPLICABLE :>1 427; f 27 - 2/5/2017 STANDARDS,THE HIGHER QUALITY STANDARD SHALL APPLY.ALL UTILITY t WORK SHALL BE INSPECTED AND APPROVED BY THE UTILITY. _� _ P, 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION / --_SS/ONAI0,G'' "va Chateau Roaring Fork "�rgvo '" AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS ct, co e°o-anr y e w$ 0 0 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE EOeans p Fc POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT \ © LL °OUP s a 0 TO BE RELIED UPON AS BEING EXACT OR COMPLETE. CO Glory Hole Park g 5 �`" 0 3. THE CONTRACTOR SHALL HAVE ONE(1)SIGNED COPY OF THE upon Alp\ 3 Warer °'� m $ 0 APPROVED PLANS,ONE(1)COPY OF THE APPROPRIATE CRITERIA AND ^ ominiums sAve o ° R cuisine O SPECIFICATIONS,AND A COPY OF ANY PERMITS AND EXTENSION 0 E ea It/a, q AGREEMENTS NEEDED FOR THE JOB ONSITE AT ALL TIMES. sP s n Grove Rd © 0 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF 0 an'Houn{' Gee'Ti. a Aspen Grove Cemetery d SAFETY INCLUDING,BUT NOT LIMITED TO,EXCAVATION,TRENCHING, Z P he Gant® o �l' m SHORING,TRAFFIC CONTROL,AND SECURITY. 0 P 5. IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE I-I-I N d g' �iaoa Riverside DriveAsp ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT 0— IDENTIFIED IN THE PLANS OR SPECIFICATIONS,THE CONTRACTOR SHALL 9P o p CONTACT THE WOODY CREEK ENGINEERING,LLC IMMEDIATELY. w Q a, E3 ® 6. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO Chan` ir UrPp A ?�a = THE LATEST REVISION OF SAID STANDARD UNLESS SPECIFICALLY STATED a� 1 sr OTHERWISE. w S G�5 7. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN \ N Ea WITH MUTCD TO THE APPROPRIATE RIGHT-OF-WAY v/ / 3 Cri �i[ake Rd ® AUTHORITY(TOWN,COUNTY OR STATE)FOR APPROVAL PRIOR TO ANY o l.A R ER CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY. nI Q o UM Cemetery ® THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL LL ce 0 a/L 5° TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE ' ' I W 4P Axiom Investment O ake Rd Crystal lake O O CONSTRUCTION ACTIVITIES. W o Q�'e Advisors Salvation Ditch 8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND 0 oto 10th Mountain Division^ MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED //� i Hut Association (/J o f Rid pia IMPROVEMENTS SHOWN ON THESE DRAWINGS OR AS DESIGNATED TO BE a ute®ail �a,y„s o��ng FolkR��Pi J%Fork River °o `Q, NOTED PROVIDED, OTHERWISE. OR CONSTRUCTED UNLESS SPECIFICALLY w w 0 a 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS \ ce Google St FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM Fab% 3II C7 THE SITE. CDEt o PI,neP�e °i, owl 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT O r o INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CO N— 1 CONSTRUCTION SITE AND AVAILABLE AT ALL TIMES. Q CO 0 11. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE ` ' co r SCALED FROM ANY DRAWING.IF PERTINENT DIMENSIONS ARE NOT SHOWN, N' CO 0 CONTACT WOODY CREEK ENGINEERING,LLC FOR CLARIFICATION AND o ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 12/5/2017 DATE OF PUBLICATION `` 15.THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF PERMIT w THE COLORADO PERMIT FOR STORM WATER DISCHARGE,THE STORMH WATER MANAGEMENT PLAN,AND THE EROSION CONTROL PLAN. Lt 16. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE o INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO ANY OTHER w EARTH-DISTURBING ACTIVITY.ALL EROSION CONTROL MEASURES SHALL BELt MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREA IS STABILIZED WITH HARD SURFACE OR o LANDSCAPING. 0 17. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN ...-- SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS.INo GENERAL,STORM SEWER AND SANITARY SEWER SHOULD BE w CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY w UTILITIES. o 18.100•=8002 I- C COVER SHEET VICINITY MAP N � x 0 100 200 400 800 \-I o Scale:1"=200' m d O C 1 0 0 H PROPERTY LINE EXISTING CONTOUR WOODY CREEK PROPOSED CONTOUR ENGINEERING WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 (P):970-429-8297 WOODYCREEKENGINEERING.COM -, /-.., , / , ,, / , / PB:1 AREA 4058.2 SF , 7 / _ __ _ , _ -_ • . I ,..,..0.....AA....,,v,p.... 1 ,,, : i,12/5/2017 '• .'i, ' \ AREA:5059.8 SF / - , PB:3 AREA:2735.58 SF \ , \ / EB:2 , — AREA:5693.0 SF ; / ,— / i / .,— , / / 'i I \ CO 1 1 1 / LI N— <,, 1 1I I 11‘I I / I \ II / I ' / / , 0/ // , I I , / / 1 Please show and C.) //1 z---,-; 4,0- I I , describe the subbasins Z cD ,,,e7z/ -/- -,;- , I I I , - . and pertaining CO 1.11 c ,,,/ _ - 7_ / information required in / I I 1 7 CL I_LI -,> /\'' '-- - / / // -, / .,. the major grading and I: a , -- . ._.\ I I 1 / .• .. ,,,,„ W (n / 7 ,,,„/, , ..----- 51 I 1 / .. - drainage project < a / --—.-- ---- I / / I , .----- checklist in the URMP. .., `-> n / /m, 1,,, /ToT 1 ----- LI W / / / >/ .7 / _ / / > c ,- i / / /- _ I . III/ / / -- CC '7/\ , / 1 , \ / ! 0 c/ J i •-; / \ 7' / I / ------- / 7 \ / / ----- ( W _ --- , _ __— IF_____ I 1 v O c _ c c 1-16 I CD 1.11 c S1.1Bk(K , I — — --- -, _.... d cl ‘..- _, \ 1 CD ) I CIO --- c) 5- , e - a 45 121 RAI,&CAP-/ 12/5/2017 DATE OF PUBLICATION 79.26 < ----------- 11,11.1-8000 59' ' --- PROGRESS H ce ,2 6,.5t.14& z _ --------- N , _.. -----1------ ,, ct u >- u 0 0 0 --- l'-u- ED z Y ELLI CC U ›- 0 BASINS x 0 m , N 0 0 5 10 20 40 fily C200 . .9, Scale:1"=10' ..---- 6 PROPERTY LINE WOODY CREEK EXISTING TREE ENGINEERING � REMOVED WOODY CREEK ENGINEERING,LLC P.O.BOX 575 INLET-1 WOODY CREEK,COLORADO 81656 6"GRATE _ (P):970-429-8297 proposed RIM:8000.0 i� _ �1 elevationpot EXISTING TREE KEPT INV OUT:7999.3 6 PVC T- ' e rr,...„ sly 0 elevations of the �� iikI property corners. WOODYCREEKENGINEERING.COM SUMShow the ro osed ,,,,C e �'^ gtading in this area I more clearly. a EXISTING CONTOUR i -_, 1. PROPOSED CONTOUR i.� � o, �wriqr" Existing and SPOT ELEVATION XX.XX .�\\7,...1,, \‘,,,,tais,r........110 44. wa 16..,. -11 .,,, aiii, ,,.- ',r. 1 proposed 1 foot } � �' � CONC. =CONCRETE III p contours are - �- '� required to fully HP = HIGH POINT r v " � / depict the I yJ+ 8001.18 �\ radingplanfor TD =TRENCH DRAIN :001 a7 1 of I�- 5.4% MAI H g o e ,k„ -.,,.� the site.This TOW=TOP OF WALL plan shall be I z7.a3'ofs"PVC @z.00% N} o,.67 07 designed and BW=BOTTOM OF WALL 8A�� _ 1 stamped by a INLET-2 • 8002.00 : .00 ,"' "'- 9 GRATE 7.(1 i .I,. I PE. RI9"GRA,9 / �.o% Iii UTILITY SERVICE ;,'�Ap00 LICFNs_- SUMP:2.0" ' ( ` I12.00 • C.,/go�UA A.RiCA.0. INV IN7998876'P. I I _.I oo_ _� E E=ELECTRIC :�12/5I201] 427•INV OUT:7998876' C , �� I UG=UNDERGROUND GAS ,��. •,01.3 y -,? W_ i� 20% _ I �I SS=SANITARY SEWER - ��. Clearly identify ..� o of a., 1 -_-`rS/ONAI ,r whchaarepoposed.d r aooa` �� .,1 -`�_- .. W=WATER existing --- s 8001.87 e j oz .x OE�2D I Tel=PHONE LINE 23.21'of 6"PVC@2.00° 9111.70 ,. , - E. Cable=CABLE LINE i , I TOW'8004 - n m - INLET-8 BW 8002 e - 8002.00 , 12.94'of 4"PVC6"GRATE WALKWAY l .001.88 _ �iP of RIM 800115 02% INVOSUMP T8' BUILDING 19.35'of 6"PVC @ 2.00%- �� OUT:8000 35 4"PVC Newplantingsand _____ ' Ir' 1 r , TO COLLECT SCREENED 1/4"GRAVEL retaining walls are not }' SNOWMELT WATER, I WALL permitted In the 5' / III 1 - - TOPPED WITH FREE DRAINING utility easement unless 5.23'of 4"PVC @ 6.00% ' - e i i'Ik 1 ' DECORATIVE ROCK. 1� 4, r ,- language granting / - L- :I I ,f Yt 4 = �PE PLAN.n 9 "GRA SEE LANDSCAPE permission f0 d0 SO IS 6"GRATE , i A11 / CO provided for review. 'RIMMP.27s ? ( GAS METER r SUMP:2.0" 3.4% I`{t 31 I'�-�" G ` TIE ALL ROOF INLET-7 I CO INV IN:6000.72 4"PVC oI f\ ' DRAINS TO PIPE A } /I 14 fi . \ ,A 6"GRATE 17.61'of 6"PVC @ 2.00% - I 2T, ' I RIM:8001.81 1 BACKFLOW PREVENTER - o ",i 8002.00 6"GRATE SUMP:TE U TOW p04 BW:801.8 „ 80 2.00 �8002.00 / I INV IN:7999.764"PVC sw:ao,.a �� AND YARD HYDRANT z // / 1 I 30.08'of 4"PVC @ 5.28% h b IV-.'I 0 1 �E ELECTRIC METER Q / a0oz.00 ao z o0 1 w 8.34'of 6"PVC @2.00%o �; I e<. "I LI 0 / �� • / <s � �� i° �I z,.67'Dfa"PVC @5.3,% • DOWNSPOUT (DS) i // �/ 0�� '�- �� !AA- � `elm pAP�1� 11 0 v / $r Leo 1sa \ eoo,.aa 8001.85 ir n INLET p o 27.68'of 6"PVC @2.00% '� / /_- I �_ k,i ; ili I, �/ _W g1. 11.68'of 6"PVC @ 2.00%-• - - Ct 12 Mill- 20..:._:.. RF^GRA NU_US �/} ��_' O \ o TRENCH DRAIN (TD) M Note that any hard ,: p` _ CO O tO surfaces within the 5' s _-- ;,„ 3r - Y�r '�1 utility easement could I _ r-.k � GUTTER (GU) , o potentially be impactedo +' FF, '%- if/when future utilities MATCH EX: �� <er ® PIPE 11/7/2017 DATE OF PUBLICATION need to be installed in INLET-s _x> "F " e000ss PROGRESS I" 9"GRATE : fr ° .' Based on the surveynot the --- this area.Installingf 4r-' �, -� r f T02 cx hardscapes in the RIM 8000.14 ih ee�i.. •- �� • this location is not easement are installed SUMP:2.0" `i historic location of f 00000,%%%% ` FOUNDATION DRAIN z at your own risk. INV IN:7997 70 a"PVC "- T discharge for the w The drywell is shown northern half of the INLET-5 .within 10'of the w �--- - s"GRATE property.The release w : RIM:8000.08 property line. point for the historic u SUMP:2.0" Demonstrate there are A point discharge is rate shall be at the - INvo iN,7996.934"PVC no existing utility not permitted.Please historic location. o NV IN; - I'INv vurt413t#9s 4"FAA" -' I conflicts in the ROW include a designand o --- 7996.934"PVC norpotentialfuture detail fora level i -- - utility corridor conflicts spreader or similar. 0 and provide a formal z I_ TRENCH DRAIN variance request. w SNOW LTNUSIANUt UOLLL(:I UK. Y Ld ENC IN DISCHARGE FRENCH DRAIN- T RENCH IN 0 U Since the driveway is snowmelted,the GRADING AND o Trench drain shall driveway is not 3 drain to the drywell, permitted to drain to D RAI NAG E The trench drain in the trench drain at the the asphalt roadway. o ROW will require a property line or green Can the driveway be N permanent revocable space.The french pitched back toward cc encroachment license. drain will not be the property line trenchI, C 3 0 0 cc 5 10 20 40 �.� permitted. drain? scale:,^=10' 6 WOODY CREEK ENGINEERING WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 (P):970-429-8297 WOODYCREEKENGIN EERING.COM PIPE A PROFILE PIPE B PROFILE PIPE C PROFILE PIPE D PROFILE 0+00.00 0+28.63 0+51.80 0+71.14 0+88.76 0+97.14 1+24.78 1+38.45 0+00.00 0+07.77 0+27.19 0+38.94 0+49.45 0+00.00 0+13.83 0+4.85 0+65.52 8010 8010 8010 0+0,.00 0+0:.23 0+1:.43 8010 ill P 8008- 8008 _1 I 11111 8P 0 8008 8008 ,,'43,00.Ll�FN_ 8005- EXISTING - 8005 8005 IIII8005 'p�...0.HUA q.;P''sF0_` oe 12/5/2017 F exiens l 427 c, PROPOSED 1:-''"........... ck ., EXISTINGrRoros SSIONAI.E�,,' 8002- / - reoroseo12.94'of 4"PVC @ 5.02 aooz INLET-6 8002 Q=0.453CFS soon 6"GRATE RIM: 27.83'of 6"PVC @ 2.00% SUMP:1799 4 / 30.08'of 4"PVC @ 5.28% o r. Q=0.842CFS t is being 23.21'of 6"PVC 2.00% re presented here? @ INV IN:7997.70 4"PV Q=0.842CFS ""N`' _19.35'of 6"PVC @ 2.00% Q=0.464CFS 9.23 of 4 PVC @-0.99/o Q=0.842CFS Q=0.201CFSp `-n m / Roroseom_ .*00 Is- III mF • �Im . 6000 loco I� S000 �o"�a�n':C `,, 10.10'of 4"PVC @-28.01% i ...or.' \ Q=1.069CFS z77'ofa"PVC @-21s% .,........4„...„,.. ' 'Gi lenThlgth/sopecs pipe has allout. \\ii N- All 7 Q=0.297CFS �I INLET-7 ''�j� Please clarify. LI Cfl SUMP:2.0" ► 79sa- SUMP.1E"1 ' ../.... - 1\:7998 INV IN:7998 87 6"PVC 7998 �► 799a Q 6"GRATE INV OUT:79:8.87 6"PVC �i� � \ 89VIN79.9.704'PVC \` U "IM:8000.. � Pli �� INLET-8 ELEV:7996.95 STA:0+19.40 AA SUMP:2.1 ELEV:7996.72 ELEV:7996.72 6"GRATE ELEV:7996.93 ! 1 z RIM:8001.15 v, w NV OUT: ,36"PVC 1 0 17.61'of 6"PVC @2.00% SUMP:2.0" a w INV OUT:8000.3'4"PVC r^ p 16.34'of 'PVC @ 2.00%J 11 i v/ 21.87'of 4"PVC@5.31% Q w I Q=0.842CFS Q=0.466CFS 7995- - - - " 7995- - 7995 W 27.68'of 6"PVC @2.00% lass o Q=0.842CFS 19.42'of 4"PVC @ 2.00% IIII _ \\J > o 11 Q=0.286CFS / j 11.68'of 6"PVC @2.00% 11.79'of4"PVC @-1.88% 0 0 Q=0.842CFS Q=0.277CFS I LET-5 w 10.28'of 4"PVCI@I2100% RIM 8000.08 I 0 0 Q=0.286CFS SU P:2.0"- (/ 7992 7992- INV IN:7996.9 4"PVC 7992 j 12, INV OUT:7996.9 4"PVC INV OUT:7996.9 4"PVC7ss2 O LLB o III O > - I M M Eto CD ce 7990 I I I I I I I I I 17990 7990 7990 O u` -0+0200 0+25 0+50 0+75 1+00 1+25 1+36 -O+OEpO 0+25 0+49 -0+0E00 0+25 0+50 0+66 -0+0200 0+19 77/5/2017 DATE OF PUBLICATION u_ Station Station Station Station --- PROGRESS H o- co z Y W W 0_ - U >- O 0 -- 0 z W EY U 0 PROFILES X O m d O C400 Silt Fence(SF) SC-1 Vehicle Tracking Control(VTC) SM-4 SRN nob-Hos rAc,�,,,°„,„Ee, a;-NDS` �i�_ TECHNICAL SPEE-D°BASINS wrT Trm NDS o, W.�� SPECIFICATIONS Pr3oasTA NLEss sreeL FnAMe vi CATCH BASINS CREEK h._. .� SF V C we .c��ox wx�„�� I I B�--ram._. 9 c�,on ebs s �n„�-I, 6„SQUARE BRASS GRATE eM I��x..4,. �• " "••o.<• WOODY Al a A •® I'A®9® WITH STYRENE ADAPTOR ....... roan \I ..�.° ,m° IlitlIE r I 1 .w 6 �'� ..e ENGINEERING �� I a o a a o a � �A®9� " ,ro _ new_ �\ ......• — _� w .w_....w ��0mm WOODY CREEK ENGINEERING,LLC �a •x„ 'day-:2 3'4 e H m P.O.B OX 575 .oro.,. w.a�, ._° w,"xra=."r„. WOODY CREEK,COLORADO 81656 „,six.aE .„„ \\\\ � � � Grate Opening ,,,� ®NOS ()970-429-8297 rowro \ ''' snot"so.we a. �'"d .,."_a r"..a...� .ti mob,.,.op...a.,«.". +op.ae,.ae P: WOODVCREEKENGINEERING.COM SILT FENCE »" �. ��®®®ama.„ „: . aq "; • .,.r., .�...,ax �. « EN Lss*Dsa�aaT� .T m,.<,ro.ex,.nr $FrnON q 1 e ""°..A"aw.ntrz a n - r+..w...., '" .m..." .° „ SECTOry A mm.xwva.h°.w '. °. $0G Fi SA SF-1 SILT FENCE VIE-1 AGGREGATE VEHICI E TRACKING CON1Rm ry°'"M O" " 'w` ^„^w.o."-�... °"^ "n ,ym m.N0Jq Ere r Nw.mM]ao ,;.G„ue„c P'emn sP-3 Nmmmm,p uhn we"yem Fawae_mawvn rm.. vs".......,,.m ..•,..- .x,n„minx.. .1, t„M. -°"=Pam.M�x=., Z1,V,,7 EN.S" mv.cur-tsxp.ilx ." ProduRCatabg2016/201) aa.a.�p:,.not".:.: ,._........._.. 81,1 1215rz017 Hum*les-Munro FS I.senwanp•tnp How will this lid be a=°ow;,72, ,µwit `> "� accessed for is I� maintenance and v 0.50 ..r".?:'-F^ '_lid► °"sFdF4 ♦ °^°°*"°^F,Eas RIM 800092 Inspections?What is ALINANtal ALONG.-a„a, ilia■■Ir — the emergency ��ma�� 11II10. ` : ,=e FFr >x /.overflow path? ��I ��`�� .Mr ax. ,,,E - .. 2.00 0 ,,D�pO L)CFNs 111— ,ma , . . a, , 4 200 ,t��'oyNpRA q�cv es; ,e- ��II Eno TWO 41NPVO 12I5I201]t1`\ M�illi:ilD i^''"`'"�f xE PIP TO dunEr - ,00�0900 0n80 I 427. �Il=1 a—.1.1= axe ' ��I�..115.1.11...,Ia 4.xp x,nernn LL JOINTS FOUNDATION DRAIN *al bp.. 7� '�, "®M11■I 11 LIFT STATION PLAN s eillcatlona•P INLET -`19/0NPI G\' — I �v pe amp ors%, 6. :!111 1_'1 I� ro aT°nFcnr°x aortas w MuwaE xis Max Liquitl Max Heatl m ...gar', „"'I M ase z, -� ■ ElliM --- HP Discharge temp Solids Pass. FL Weight in LBS. Model Number nszi s-6 ac wnuoa+cunn Mac, ( ` ' 100°F 0.25' 38 63 ,8.5 FSL606311 "°�°� PIPE A PIPED Two outlet pipes,one 1 49 e5 2).5 FBvsOsn vaM 5 000 rot fiw PVC 41N PVC for each pump?Call p urznxnnna°°ux pama str ro paw.T rzp cw. IE:]996.]2 IE:]996.]2 out elevations for „ar a.E °xx° - O these pipes. eollcationa•Motor 4' DIAMETER CONCRETE FOUNDATION DRAIN COLLECTION MANHOLE DETAIL 4.00 HP M xTs ) Volta Amps Lable LengIM1 FL ax Liquitl Temp. Model Number 1/2 5.J FSL400511 o C 241N STANDARD 110 10 10 to F FSL)50S„ ) / .._. MANHOLE CAST �\ 1R SOLIDNCOVER 1 61N STEEL 11 PERFORATED mpnwrw._unmp,mp.mmm,w,"mrv"mp.rs"am.,.�xw.nexa„W^"maFst-s.nart-zn>lra, a PIPE COVERED IN v MIRADI FABRIC SOCK 1.00 N— o tDl,nenslons I'"°1000A1°'"`"M101ro FS Lsw,o trznp tnp N— BIN THICK PRECAST CONCRETE o �, ,, � �)CI I I I CO LID SECTION WITH RUST r 3 ■ ■ ■ RESISTANT ACCESS HATCH WITH ) . 0 67 LIFTING HANDLES ) o — —2.00� i �® o . .. • • �� I r� e CO Z CC W CD o • • - Dimensions° r o /�^ w 11N DIAMETER PERC.HOLES Ct vJ (76 ) • A B C D E F Model Number Q CC YYY 11.0]S 2.75' 7.25' 0" .25' FSL400511 1 1 1 ''i �_ 1 91N YARD BOX MUNRO FLS]50 PUMPS 4.00 13.125• 10.75" 3.2' S' 8" 25' SL]50511 W LLJ 91N GRATE o o eAuee ln.l 2 1 IN X 71N SLOT ) a • a 0 a TO REDUCE ) o 0 •0 • o o p In I VELOCITY AND / p o DISPERSE OUTLET >) o g/y • • oCO IX L J FLOW 0.521... PPE E:TWO a1N 6.00ES TO 1 H 0.52 to O Q' OUTLET O O (� M II xo .p sot w 1M `t ,— (—DI a \\ GRADE A drywell with pump is CO O j not a COA approved M .m""ro ml s "'""°"'I p s.`'"""n�'ro �. M w o' BMP.The URMP does O 0 0 not reference any o pump vault design or appearsat 5'of , zon DATE OF PUBLICATION 0 0 pumps in drywells. vertical separation --- PROGRESS H Due to potential failure from groundwater will 0\0 0 and system not be achieved with EES PIPE E complexity,the use of this drywell design. w 41N PVC pumps cannot be Please revise. V=2.08 FT/S 11N permitted on a YARDresidential drywell.An 6 BOX FOR PERFORATIONS available option is to > EACH PIPE have the system o surcharge and overtop o at a historical rate by ..- means of gravity flow. S If this cannot be w achieved the drywell y needs to be designed w for full detention. o U 0 DETAILS X 0 O] d 0 C 5 0 0ErEro 12/11`2017 ASPEN BUILDING DEPARTMENT PROPERTY LINE WOODY CREEK ENGINEERING _ EXISTING TREE \ I ' Ani REMOVED f WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 EXISTING TREE KEPT `P'.970-429-8297 LOT �lgp .. ® I WOODVCREEKENGINEERING.COM IwlT h RC6nR&CAP NSl°.502' I� YP.) � VII$' rk E � � \44 q I 4108L5 ,I1 �� ' EXISTING CONTOUR Ills s —ll 7 ;4�1�trft�,.,.. '`, �_SIP �'� ��,��ittyf �I�� -.# �> �� 01 PROPOSED CONTOUR ' ��Tsins , ,�1II�' pt ILDINC/ 9 � r -Y II / 9 f N ASA „� Al .= , , /'l� / 1.��•'1��'�,�\�� SPOT ELEVATION XX.XX CONC. = CONCRETE 81,1 '�� !!:LL RAINDT , EALL WALL� / o RP,..liI INCW �- — -I '�I\� CE ;�,o:�AAr� s V I F, '�_ services. o°05� Ri:�oi k 11 _ _ — — E=ELECTRIC 1427,17 SS �'jSS SS SS e t 427�: `� I ABANDON EXIS�ING UG=UNDERGROUND GAS .�: 141 1 \ I WATERSERVIC SS=SANITARY SEWER =,s - N��;' � C'i. PER COA ' \ I. L-- I x STANDARDS --•_SiONALE,,,' '/l� // CT CABLE PHONE A _ - w w w WATER SERVICE _ Call out water service '�i / rTM ECR — V'. line size and type.Is fire suppression A - i ,,, \ , __.__II I required? WALKWAY ,s3Rzls ,. show me water BUILDING N7o°o7sa^w !� _ service line connecting zsr I \ / 2 to the building. OA ,-5 sr.enas Cn�1 / Include detail �s.es� ,� _ Li standard Water Department I WALL standard detail ,h page. L / G GAS W f9 1 ` o0 \ �l BAS METER PREVENTERa 0- © W AND YARD HYDRANT z w o fi 1 a o �; � � E ELECTRIC METER Q LLJ ui o > o t - , -'� I DOWNSPOUT (DS) g U U — — — � _ _ • INLET w o I — 0 mom_— u) ux O w o U —_ - \ 11 I 1 1 1 I TRENCH DRAIN (TD) Co > M E o GUTTER (GU) r o O ............. I O I C ®u PIPE 12/5/2017 DATE OF PUBLICATION II Ic=I-i�I -— --- PROGRESS r- • o y � OHM MI A°° FOUNDATION DRAIN 5 Z ao2 a W Lill;� Y o, w w U C o_ y 00 ,5 j i CT,' Z W Y W Y O } p- --- ----T\RI.F. UTILITIES _ - x OP O N d O I, ■ 0 5 10 20 40 \/\ �6OO • Scale:1"=10' , ECENED 12/11/20.7 ASPEN BUILDING DEPARTMENT PROPERTY LINE WOODY CREEK EXISTING TREE ENGINEERING REMOVED N,a°`5'�e- �� WOODY CREEK ENGINEERING,LLC 4»'- P.O.BOX 575 �:s pF.,ynlZ Y CAI' J C.()-A I..S--182IJ ` I (.6,6: WOODY CREEK,CO-8297 81656 EXISTING TREE KEPT• Pr97NGI97 LOT lyp' , !! I�I� I I WOOOVCREEKENGINEERING.COM 1IJCF f 1 @ 1 fn® CAP N:l°502'b `I� YP.) �`.;;OSSVO7� sed % ��,,��\11p ii ;!I � ANL sue, -,1 _ EXISTING CONTOUR - N,I 6��IV1`t, : 1` a I II 4�lI�4 -.��.,.i�, s %-& �t�� egi 0 PROPOSED CONTOUR tl��"Y,,c� \�' I �„ ••��. .�/.'ti � � �► SPOT ELEVATION XX.XX / TA � i=" �\\'� ��_� -"Nov.r I 1 CONC. = CONCRETE Illelp /4. ��141,V. �. R I - HP = HIGH POINT 1�� I�a,E�_ \ � `� V,MK 1 TD =TRENCH DRAIN ,(in, I `� I ��_� TOW=TOP OF WALL /7�_ v BW=BOTTOM OF WALL 8,jj a / " " " _ , • UTILITY SERVICE ;.'�0 .....n'LFNSF VO...4 Rid..O- Willthesiteconduct = E=ELECTRIC t :-12/5/2on F a �� stockpiling activities? f 427• fsopleaseadd UG=UNDERGROUND GAS .\ 1 ► " associated location SS=SANITARY SEWER -- o� a and BMP details. - S/ONA r.. �� L L . W=WATER �i � �+ a Tel=PHONE LINE / a v / IOT - - Cable=CABLE LINE nt OCK � , cn \ co 7° WALKWAY , I 1 mi i .„,,v., i_ —„is 1 \ '1 BUILDING a 11 WALL I' I 1 a- // G GAS METER W co i lco ) i ,o� � BACKFLOW PREVENTER a W AND YARD HYDRANT U) z / ,,,,,, ,,.- - — �/ a �, ` E ELECTRIC METER I: Q .I� / SEDIMENT FENCE ALONG PROP. LLJ_ LINE w/ e DOWNSPOUT (DS) > E e e a h W I `, / INLET 0 w a I N _ s.. / Co LLJ o o I mil I TRENCH DRAIN (TD) Co >—Q, MI tl r GUTTER (GU) I N— w o CONCRETE—Al a 17/5/2017 DATE OF PUBLICATION WASHOUT O MUUMUU PIPE _ > m Sed��Sed PROGRESS w Sed ___ a TRACKING PAD sed 1 000000000,2 FOUNDATION DRAIN w Sed w Sed CD O 0 0 0 CD Z w Y W K U EROSION AND SEDIMENT o CONTROL x 0 m N d O ■ ,�, D 5 10 20 40 , , C700,■ Scale:1"=10' I(EC QED 12/11/2017 ASPEN BUILDING DEPARTMENT CITY OF ASPEN ZONING ALLOWANCE & PROJECT SUMMARY LOT B(SINGLE FAMILY) PROPOSED DEVELOPMENT SINGLE FAMILY RESIDENCE PARCEL# 273718117006 ZONE DISTRICT R15 EXISTING ALLOWED ALLOWED SETBACKS (PRINCIPAL) (ACCESSORY) FRONT N/A 25' REAR N/A 10' 5' COMBINED FRONT/REAR N/A N/A SIDE N/A 10' COMBINED SIDE N/A N/A IJJ DISTANCE BETWEEN BUILDINGS N/A N/A CORNER LOT NO U HEIGHT LIMIT "VWZ LLJ ,- a cc r co SUPPLEMENTAL BREAKDOWN INFO EXISTING REQUIRED PROPOSED � LU 0 NET LEASABLE/COMM SQ FT N/A N/A N/A Lij Q 0 OPEN SPACE% N/A N/A N/A CC li SITE COVERAGE N/A N/A N/A I W 0 ON-SITE PARKING N/A 2 2 W Fc O a 0 Z LAND VALUE SUMMARY ACTUAL VALUE �— Oo W LAND lJ J T CL IMPROVEMENTS I < TOTAL w CITY OF ASPEN NET LOT AREA CC BASED ON SURVEY FROM PEAK SURVEY COMPANY 7/15/17 ZONE DISTRICT REQUIREMENTS R15 LOT SIZE PER SURVEY(Gross Area) 10,754.0 SF REDUCTION FOR EASEMENTS N/A AREA WITH SLOPES 0%-10% 8,675.0 SF AREA WITH SLOPES 10%-20% 1,657.0 SF REDUCTION OF AREA WITH SLOPES 20%-30% 304.5 SF @ 50%=-152.25 SF REDUCTION OF AREA WITH SLOPES 30%-40% 117.5 SF REDUCTION OF AREA WITH SLOPES>40% N/A NET LOT AREA 10484.25 SF S Z - ARCHITECTS - 215 S.MONARCH STE.G-102 ASPEN,COLORADO 81611 p 1970.544.4856 WWW.S2ARCHITECTS.COM CITY OF ASPEN ALLOWABLE FLOOR AREA DATE REVISION 10/16/17 RDS REVIEW ALLOWABLE FLOOR AREA .IMM•Mill 12/04/17 PERMIT SET PER R15 ZONING MAXIMUM FLOOR AREA FOR A SFH, REFERENCE BASED ON THE LOT AREA 26.710.050 LOTS 9,000-15,000 SF 4,080 SF+7 SF FOR EVERY 100 SF ALLOWABLE CALCULATION 10,484.25-9,000=1,484.25/100=14.84 X 7 103.88+4,080=4,183.88 SF UNIQUE APPROVALS N/A VARIANCES N/A EXEMPTIONS TOTAL ALLOWABLE FLOOR AREA(NET FAR) 4,183.88 SF 11. DRAWING DATE:12/4/17 GARAGE EXEMPTION FIRST 250 SF IS EXEMPT REFERENCE NEXT 251-500 SF EXCLUDE 50%OF AREA 26.575.020.D.7.Z-012 ZONING DECK EXEMPTION (ALLOWABLE FLOOR AREA=4183.88 SF X 15% REFERENCE SUMMARY 627.5 SF EXEMPT 26.575.020.D.7.Z-013 Z 0 I RECEIVED • 12/11/2017 ASPEN ,,,,,LDING DEPARTMENT CITY OF ASPEN RESIDENTIAL DESIGN STANDARDS COMPLIANCE (SINGLE FAMILY RESIDENCE) RDS SECTION CODE DESCRIPTION PROJECT RESPONSE 1. ARTICULATION a. APPLICABILITY This standard shall apply to all lots except: This lot is outside the Aspen Infill Area,therefore exempt. OF BUILDING MASS (1)Lots outside of the Aspen Infill Area. 2. BUILDING d)OPTIONS ORIENTATION (1)STRONG ORIENTATION The front facade of a building shall be parallel to the street. On a corner lot,both street facing facades of a building shall be parallel to each street (2)MODERATE ORIENTATION The front facade of a building shall face the street. On a corner lot,one street-facing This is considered a corner lot,but on a random curving street with most homes not A1.1(Site Plan) facade shall face each intersecting street. parallel to the street. The proposed design is parallel to Fred Lane and 10 degrees off A1.2 of parallel to Riverside Dr.allowing for a square form and north/south orientation 3. BUILD-TO a. APPLICABILITY This standard shall apply to all lots except: This Lot has a required setback of 25',therefore exempt REQUIREMENT (1)Lots with a required front yard setback of 25 feet or greater A1.1(Site Plan) (2)Lots that are curvilinear (3)Lots with a required front yard setback of at least ten(10)vertical feet above or below street grade 4.ONE STORY (2) LOGGIA The front facade of the principal building shall have an open loggia that is recessed at least six(6) the proposed design has a front porch/canopy element that is 6'in depth and> W ELEMENT feet but no more than ten(10)feet from the front facade,and has a width equivalent to at least twenty 50SF. This element is 20%of the buidlings overall width A1.1(Site Plan) , \ percent(20%)of the building's(or unit's)overall width. The loggia shall be open on at least two(2) &A2.2(Plans)& V sides and face the street. This one story element shall be a minimum of 50 square feet in area. A3.1(Elevation) Z0.5(Zoning) LLI 1- 5.GARAGE a. APPLICABILITY A lot that has access from an alley or private street shall be required to access parking,garages, This Lot does not have access to an alley or private road. Access is proposed A1.1(Site Plan) 1- ACCESS and carports from the alley or private street. Where alley access is available,no parking or vehicular from Riverside Dr. S2 Architects reviewed with engineering and with a>50' Q (0 access is available,no parking or vehicular access shall be allowed forward of the front facade. seperation from Fred Ln.the driveway is acceptable as designed. Also the house CC T has a Riverside Dr.Address. �Vnn o J 0 W o 0 0 6.GARAGE (1) SET BACK GARAGE The front-most element of the garage or carport shall be set back at least ten(10)feet further from The proposed garage is more than 10'back from the front facade wall of the upper A1.1(Site Plan) /W � ni PLACEMENT the street than the front-most wall of any street-facing facade of the principal building. level. A2.2&A2.3(Plan) CC 0 A3.1(Elevation) ;Lu OJ cc0 o 8z 7.GARAGE N/A A garage door that is visible from a street or alley shall utilize an articulation technique to break up its The proposed garage door is designed with wood cladding and flush to match the A1.1(Site Plan) - co W DIMENSIONS facade house,therefore,not appearing like a garage door. A2.2&A2.3(Plan) CD r IZ &DESIGN A3.1(Elevation) c Q 8.ENTRY (1)STREET ORIENTED At least one(1)entry door shall be provided on the front facade of the principle building. The entry The front entry door faces the street and is at the max 10'from the upper level front A1.1(Site Plan) W CONNECTION ENTRANCE door shall face the street and shall not be set back more than(10)feet from the front-most wall of the facade. Fencing,hedgerows,walls and other structures do not obstruct visibility A2.2&A2.3(Plan) front facade of the principal building. Fencing,hedgerows,walls or other permitted structures shall of the front door. A3.1(Elevation) not obstruct visibility to the door. CC (2)OPEN FRONT PORCH The front facade of the principal building shall have a front porch that is open on at least two(2) The proposed design has a entry Porch/Loggia open on at least(2)sides. This A1.1(Site Plan) ENTRANCE sides,a minimum of 50 square feet,faces the street,and have a demarcated pathway that connects area is 158 SF A2.2&A2.3(Plan) the street to the front porch. The front porch shall contain the primary entrance to the building. A3.1(Elevation) Z0.5(Zoning) 9.DOOR (c)STANDARD All doors facing a street shall not be taller than(8)feet. A small transom window above a door shall The front door/Riverside Dr.opening is 8'-0"tall to meet this intent. The upper A3.1(Elevation) HEIGHT not be considered a part of the door for the purpose of this standard. level has sliding glass doors that are set back from a deck that face Riverside Dr.& A3.2(Elevation) Fred Lane but not intented to impact pedestrian scale. Also there is a taller side door facing Fred Lane that is set back and only intended for side yard access. S2 Architects would like to apply for Alternative Compliance 10.ENTRY PORCH (c)STANDARD An entry porch or canopy on the front facade of a principle building shall not be more than one-story The front Porch/Loggia is<10'in height A3.1(Elevation) HEIGHT in height as defined by this chapter li 11.PRINCIPAL (1)STREET FACING The front facade shall have at least one(1)window with dimensions of four(4)feet by four(4)feet The front facade has a number of principal windows greater than 4'x 4' A3.1&A3.2 S2 WINDOW PRINCIPAL WINDOW or greater. (Elevations) ARCHITECTS 215 S.MONARCH STE.G-102 12.WINDOW PLACEMENT (c)STANDARD A street-facing window on a building shall not vertically span more than one story as defined by this There is a clear break between the first and second story. No windows span A3.1&A3.2 ASPEN,COLORADO 81611 chapter between visually. (Elevations) p 1970.544.4856 WWW.S2ARCHITECTS.COM 13.NON-ORTHOGONAL N/A N/A N/A A3.1&A3.2 DATE REVISION WINDOWS (Elevations) 10/16/17 RDS REVIEW 12/04/17 PERMIT SET 14.LIGHT WELL (c)STANDARD A light well,areaway,skylight or stairwell shall not be located between the front-most wall of a No light wells,stairwell or skylights are located on the street facing facade. A1.1(Site Plan) LOCATION street-facing facade and any street. A2.2&A2.3(Plan) 15.MATERIALS (c)STANDARD The quality of the exterior materials and their application shall be consistent on all sides of the the proposed materials are consistent on all elevations. Stone is proposed with A3.1&A3.2 single-family or duplex building wood on the top roof/ceiling (Elevations) DRAWING DATE:12/4/17 RESIDENTIAL DESIGN STANDARDS Z 0 RECEIVED .2 12/11/2017 ASPEN BUILDING DEPARTMENT CITY OF ASPEN HEIGHT OVER TOPOGRAPHY ELEVATION LABEL ELEVATION OF EXISTING ELEVATION OF FINISHED MOST RESTRICTIVE ROOF HEIGHT OVER ACTUAL ROOF HEIGHT OVER SURVEYOR VERIFICATION I. GRADE GRADE GRADE TOPOGRAPHY MOST RESTRICTIVE , 1 8001.5' 8002.0' EXISTING 8024.791' 23.291' 23'-3 1/2" 2 8001.5' 8002.0' EXISTING 8024.791' 23.291' 23'-3 1/2" 3 8003.0' 8002.0' FINISH 8027.0' 25.0' 25'-0" 4 8003.0' 8002.0' FINISH 8027.0' 25.0' 25'-0" 5 8002.0' 8002.0' EXISTING/FINISH 8027.0' 25.0' 25'-0" 6 8002.0' 8002.0' EXISTING/FINISH 8024.791' 22.791' 22'-9 1/2" 7 8002.0' 8002.0' EXISTING/FINISH 8024.791' 22.791' 22'-9 1/2" 8 8002.0' 8002.0' EXISTING/FINISH 8013.937' 11.937' 10'-11 1/4" NOTE: EXISTING GRADE HEIGHTS ARE BASED ON SURVEY FROM PEAK SURVEYING INC. 7/14/17 FINISH GRADE HEIGHTS ARE BASED ON CIVIL DRAWINGS FROM WOODY CREEK ENGINEERS. W / \ x �r4,1 \ I 1 ' - 3 1)2'1 soon U / \ � 1 \ z 1/ / ` 1 ® I / T 4 �^� I O I,J„I _ 1\ �� 1 2 A 23' - 0 1/4'is RV EEN / 1, - a co I ° cc i- w I GREEN ROOF BS PER S.F. w r611 \� \ �!' i w OQC _i is/kit� II LUCC li I 0 O 10_0„ 1 �. L�XUE� CC 0 'SLOPE4 x - LLJ t j, ::- A// I EALLAST,9�PER ,� . 111 I/ O - leewsno RS PER SPI_ .- _ _ _ _ 'E - i > in L. CC i�aw I SORE I S 1 N 70°07'54"W ``. ` I I 2.51' \ y sL°PE 0SLOPE I \ 1 1 oil FA \ 11 ,...,6 1 I I ►�A�lig sit . I Iiiiiirmir. 4 A 1, I i 1 ,,,, �" £ +;BE I `' I d I I 1 It... / ._Ns. 1 - 7 , I„-, I 'a I SZ I_ v I- 4i_ il\ I_ f FF� 4) / 1 Ifir 1 . I / 1 , ARCHITECTS 1 n / 1 / III I 'I: •\ = \_/ Ado.wr7 10 r 11 1/4 1 1 215 S.MONARCH STE.G-102 1 , ASPEN,COLORADO 81611 / // I /I . �� , R000Ecic 1 I I p 1970.544.4856 WWW.S2ARCHITECTS.COM // I , j LOPE I 1 /I �� /� O I � i I / /y' - -� --- - 1 I DATE REVISION / 1 11 / - 0 BALLAST ioLss PER s.R • /ter I I 10/16/17 RDS REVIEW / - I I i_ 1 I I 12/04/17 PERMIT SET FLUE / // I SCREEN SLOPE / 1 1 toi_ _ 1 / � A OPE 1 I I s / / I 1 / / I 1 / I I / / OPE / N I I EN ROOF30LesPERS I £ / I I / / �° I 16 A 22' 9 1/2"I . '-. 22' - 9 1 A►11 I 1 1 / / 1 I I £ L 0 DRAWING DATE:12/4/17 / / I / �� il II CO 000 / BUILDING HEIGHT CHART _-/ 44k I ti I 1 HEIGHT OVER TOPOGRAPHY 0.3 RECEIVED 12/11/2017 SCALE:3/16"=1'-0" ASPEN ....,.DING DEPARTMENT co Z 1 T 3 T 5BGRADE CALCU ; N LEGEND EXPOSED WA z J WALL BELOW RADE w< 4b ors,lar oo ! y 19'-72 , O LPL I 111-74, r 402' I 1a.11k. k 1 I 1 1 190.0 SF 2 475.0 SF 3 105.8 SF w-1 O - - - 2'10"AFF �-- O ` RE:WIN SCHEDULE SLOPE TO DRAIN- HARDPIPE RE:CIVIL •ro D RO ER , i - a• .®I CKET IT DROP CE LING 12'-1a I, I, 24'-s' ` I, 1W I, I, I, �\ SALAZ � ® • I Jr 4 124.0 SF 1 1 5 235.5 SF 9 6 1 52.0 S 1F 1 7 187.5 SF 1 ' ` , ��ll i z T.FINISH CONC(HIS \ ELEV 97� ` � - q •;; 0 0 oLLJ r T- 11 IlE • 0071 -/''� Q co in 0 --�II 3,DDaR I 164 �� tS-11' BE 5 2 'I 24'-22' iT-i' I I I Q FJRE TED900R- 'f 1 w - RE s HEhU 006 V�^J W 1 CC CI a'-,r' MECf1 w, Nc o 8 253.0 SF 9 134.5 SF 10 201.0 SF W 0 �006, 9;a" GYPBD aj m O 9 CONCRETE LL V 1 0_ O - 1 - - O / r na0R f. i �e L�WHEN 2 II - : ST IR a CC \l I.,,f I�io...Li Clow_ f LT-1 W 7D05' 1,iEr. ' WI FLOOR AREA CALCULATIONS CC �o El TILE s l l I I LO ET Ell,..,, CITY OF ASPEN rtj ® 4YPBb 9:3 i CARET '_,�I� Nr I y ._ - 1 _I 1L11 L,1.. III PROPOSED SUBGRADE LEVEL EXPOSED WALL CALCULATIONS(FAR) SAR I VANITY A ,ri © SUBGRADE LEVEL WALL LABEL TOTAL WALL AREA(SQ.FT.) EXPOSED WALL AREA(SQ.FT.) 0041o1 11l i, it III! 9 : v- w000 UNITA 1190.0 Q W-1 , a, w2'-10"AFF " 2 475.0 3 105.8 SLOPE TO 1pp ._SED ROLIER P 3L4 `,I' ,1 HARDPIPER�Y i, EIOLNGT WITH` R 4 124.0 5 235.5 BEDROOM 4 at Er.ES6 � I ,1 poa I 1G� I , Doan T.�I IS F OO 60SD 6 52.0 CARPET �{? ,_ L1 j I� It; 1, - Id CONCRETE 4 7 187.5 _I 1. ' �. D 8 253.0 59.0 \,t,c‘�N. ``I1 . y11� I � 2 9 134.5 yIl ®" C IE A I ■ 201.0 32.5 S2C 2�-F ..F lu� ,ip :::' ' ' 1 % 19 1 5.,SQ.F. .ESIi. J I'RN I , RE:WIN SCH'• E GfF lt':: �"+ °� �+�+ ARCHITECTS ��I v V' �"J SS,,'.Q.' E I I W� TOTAL WALL AREA 1945.3 91.5 C` �II s a _ __�___,�_� ` © 215 S.MONARCH STE.G 102 3 9LEV. '�• LI GYPeD L,,, z ,•2: L,_i- I ASPEN,COLORADO 81611 BEDROOM L VANTY I M %OF EXPOSED WALL-UNITA(EXPOSED/TOTAL) .05% 91.5/1945.3 p 1970.544.4856 WWW.S2ARCHITECTS.COM CAST - 1 I Oil IIMMO. ' o I ® TOTAL SUBGRADE FLOOR AREA CALCULATION(GROSS) 1912.5 SUBGRADE AREA CALCULATION(NET)(FAR) 95.625 1912.5 X.05 DATE REVISION Mr i� �� L1-1®\L1-1 1 I IAA L1 1 FT 7Li .. BATH _ �1L1 10/16/17 RDS REVIEW 01 D,-; LO E wPB j - DP, 12/04/17 PERMIT SET ,��.® - �A1 Dos l '�fR!\ �TI I FLOOR AREA INTERIOR WALL TO INTERIOR WALL I_, O 1 I CARPET mi� , -`L11 - BIM �r O PER 2009 IBC SECTION 1002 6 DLi 1 I' ' - I TOTAL PROPOSED FLOOR AREA CALCULATIONS AREA FAR(NET) UNIT A GROSS11 ® ;;; w Hop NET SUBGRADE FLOOR AREA(SQ.FT.) 95.625 1912.5 Zoning Note: .I,- _ L„ ` ::u,i ease amend the MAIN LEVEL FLOOR AREA(SQ.FT.) 1120.0 1120.0 f�vvin.ow well to be _ _ - _- du-ide the setback COUNTABLE GARAGE FLOOR AREA(SQ.FT.) 422.5 797.5 •r reduce the size of ,9s I • G UPPER LEVEL FLOOR AREA(SQ.FT.) 1653.5 1653.5 the window well. J 2a'�" DRAWING DATE:12/4/17 COUNTABLE DECK FLOOR AREA(SQ.FT.)(627.5 ALLOWED) 637.0 1264.5 TOTAL PROPOSED FLOOR AREA(SQ.FT.)(4183.88 ALLOWED) 3928.625 Ilt 5,483.5 FLOOR AREA CALCULATIONS Zoning comment: 1 SUBGRADE FLOOR AREA DECEIVED Please make grid SCALE:3/16"=1'-0" lines visible ZO• 12/11/2017 ASPEN u.,,JING DEPARTMENT • I I I W-2 '31 < 4' OV•RHA BIB 11-3 FROM SIREFERETE PLAN CE NT O - _SAFETY I■ GLAZING �r�r:�G�Jrt'�/�/ I rr[�rsu�r er® A - SA-a1L- •/� �. I ��re AA G .farrl- / ///// .11 ►i`iiiJ_ Ih .1 I/ 1■■a Illi��4%-tr/Oirr- r 1 � 1�a■■®®:I ' I , 4' OVERHANG Eirr or ' d110-1,P ,d _,A4e, - - • Ai !00 alt6 .. .A.51,41, / /01, I WIIO POW ®®ii®®Ts81 IThil/C 07,707 © l4 ®i1111101NINIi fEI mil milriiiim oi° �/'®saw-®�®o' Il�ee .■■■■■■d■■■■■■le■■■11■�tl l/ to i ■■�i W owArAmmrzoirai AIM 1li;llil;llil ■■■■■■■` r r ,= roi s Il it-, �If� irl�l Rrer r iMl ■■. ■ �� /ill/e��.I/ I ,jo'Il {I.dli1.WIYi!/0o; wwTM Z I,P!1 ■l EIVIN1! 111111111 I/ II t.-4 , 5DTI, 0; i iNG A T p ® ® %If t- 9. 1�1�, .. / II ri.F7 �'� `le ■■� W T- r:r1�wd..�ti 7Ve r' 1rr:-�/01 !1 /Irio ii"s II►► Ij/ Ili r -.iv,mil,ma:5 el'IlnF 111:La /10/I 0 0Aol r `I 0®® 'rim Q CO �.7.a:3rUreorlr..-Ir■■■\I 0' 0�' �''�� --'_�iii,/ rre T- lg_�� r:6 Fs --- I03 1rs■r■erre.errrrr■.Irerr■I f/ /''"� ®%�I�I /... // ro" ill, iii O ®111111®1111111111E111 1- A' 4: A0/00I0 111 LLJ 0 0 1111111111111111111111111111111111111111.111111E■■11■�®�r■■q .1A�■■_OE1 p�11r/'/ 0®p wi{i,,� �I�,II,111 cCC IT < Nei■■rrr■�rr�e■Iam1 LI i�f;. 1r P l��I'j11 11! I, I!'�' ,00, i.' 1 LLJ J I- • -1 um • I/��Y1iW.. tT 11 1 1 11I ,l I--g 1 t l I / „.11 } Ik� ( I � / t/I I . . (,I 1 I 1�i1 � / �� / _ Wl1 MET RS I �(" I I W !C E I I I I /II�/'�',r '� T- o_ I I I i 1 -I I I l 1� I. ) 1E - 1 I .1 1/ 'A�2,..,.�CIO (n cr♦ro • t 1' �1 i i h 1 P 1� I %U%�// 11( � 1� SAFETY CC < I 'I jl I / GLAZING C I IINITS 1' 1 L fi 1 L I I 1 I,.' I r l� WAS i 1 �� W < 4' OVERHANG I: I I' ill I I 'II .1 I ,'r �0,1w " , r, 41 LECTRI aFINNELo, 1 r 'h h I III V IA r.Ilulurs I =- 7.77. S . F' f 1 - �II/ ►- t GAM( E GR®e S • Ali � t', FLOOR AREA CALCULATIONS ./ CITY OF ASPEN j/y�R {�/I�` / FLOOR AREA INTERIOR WALL TO INTERIOR WALL WINDOW WELL GRATE(2 TVP) • `• `E I' I I' - , -g/U�� ,' 15LBS OF FORCE MAX TO OPEN& i �' PER 2009 IBC SECTION 1002 1 I' �' I j 1; 1 I �• IA PROPOSED MAIN LEVEL FLOOR AREA CALCULATIONS ALLOWS PASSAGE OF SMOKE I SAFETY !. d-- ;E I _I I4.I : 1 I 1�1` I'/ // Ir 1120.0� � /�/�/ GLAZING MAIN LEVEL COUNTABLE FLOOR AREA(SQ.FT.) I i1 I I ,o. I f i 1 1� 1 .I � �I �� 1`f . �o C� rE1 I '11 I I /I�w ,��/• GARAGE GROSS FLOOR AREA(SQ.FT.) 797.5 I I 1111 �I gli/� ``�% /A - COUNTABLE GARAGE FLOOR AREA(SQ.FT.) 422.5 797.5-250 NEXT 250 @ 1/2=422.5 O S - I FE I ; LRAINe+ I I I '�I I <I . L P'; FI /jf��/I(�, / ; O sr Eli I 1 I: I Si�•E'I �L�•- 11 I I �- I � � �®i ��I■� il ��9 /111 4' OVERHANG FRONT PORCH AREA 188 SF(EXEMPT) EXEMPT PER 26.575.020.D.5: l' 1. I i I '1�\ I / I, I I _ / STREET FACING PORCHES SHALL NOT COUNT 1 'I I' I 1 1. 1 1 P� �rnol %III ��i LnzNG OVERHANGS OVER 4'(COUNTABLE) 219.5 1 I I I- I I. �I / TOWARD DECK AREA. LOGGIA,BY DEFINITION IS I I I; I 001 � .ID SAFETY STRUCTURAL STEPS(SQ.FT.) NONE AT MAIN LEVEL PORCH OPEN ON AT LEAST(2)SIDES - 1' 1 I, .I ' 1 1 �I 1 h. I1•17-an-ofir0Vr / 1 G AzwG 0I I /tv1.- II THIS WAS CONFIRMED BY CLAUDE SALTER AFTER I,I-``fi"fi ` a 1- ` � �f-I fiI f1�� r_J0I•- �� i � � E PATIOS 6"ABOVE GRADE NONE A STAFF REVIEW ON SEPTEMBER 1,2016 SZ 1 0re7Wor ep /Ib ��0I 1 I I I I I I 'I ceor 0 why 1 UNENCLOSED AREAS BENEATH DECKS AS NOTED ON DRAWINGS EXEMPT PER 26.575.020.D.4.f): 1 I I II J / 4- DST $I 1• 120.N SQ FT. $1/ SAFETY UNENCLOSED AREAS BENEATH DECKS SHALL BE ARCHITECTS GAS II I dAn i kA dING." I. I I I 1 1 I I, i AV {Ij GRO®CS AREA ��{, GLAZING EXEMPT FROM DECK AREA CALCULATIONS METER THIS WAS CONFIRMED BY CLAUDE SALTER AFTER 215 S.MONARCH STE.G-102 I: l I L. i0 ri // I / /�' i ,I ■ A STAFF REVIEW ON SEPTEMBER 1,2016 ASPEN,COLORADO 81611 r d174r iI10 ON A PREVIOUS PROJECT IF THE SECOND LEVEL p 1970.544.4856 WWW.S2ARCHITECTS.COM I { 1 I } I II 1 { III II IP / CANTILEVERS OVER A DRIVEWAY THAT AREA WAS W-2 I I: I I p: ( 1 I I. �I •I�� a�►J1 �� II1► ham® �` w z2 NOT COUNTED AS DECK AREA,DRIVEWAYS ARE f I 1 ILa I l' t I i I 4: Fr' �6/' j i� O I ' NOT USED FOR SEATING/DECK AREA 1i%♦NA.41i A�®r® d4'Vj P1$Ii. A (� or) ,, , O TOTAL PROPOSED FLOOR AREA CALCULATIONS AREA FAR(NET) UNIT A GROSS DATE REVISION +OSE 0000e0000®o®000O®, ♦o®o�►oos�'ali��'��i ��r rs 444�44 ®4 `14444� �14P-..-'1"II"/ ��I fe,e11; 10/16/17 RDS REVIEW BIB ®1'®® ®®®`.®®®�od+►®+f®o®®®a►�a-4,4 . �� /� ,I� NET SUBGRADE FLOOR AREA(SQ.FT.) 95.625 1912.5 w 000-®0000000®o4 /�i \`/ 1 e 12/04/17 PERMIT SET ®�+ 4 ��►o®J`4®*®d®®®•`®�®o�d9��®O®� �;,j"� ® ��\II/� j8MAIN LEVEL FLOOR AREA(SQ.FT.) 1120.01120.0 o®00000'mo�►e0000 ®0000000004►ooIrv.0000 r r ��J'S�A 1,-0 , ®I44®0404`'0040404�' A®o�o�A®®41®0.,44. .2. i 4 m_.12.I iI® � COUNTABLE GARAGE FLOOR AREA SQ.FT.) 422.5 797.5 O - 40!O®84�® *¢®�®Oe4'494 ■_ --,1rii,riiii,lJi�iiiiii.i�� i , O �4vvviw4,®v'v o4��w`°�v�►®�,®� Fry �_ � UPPER LEVEL FLOOR AREA(SQ.FT.) 1653.5 1653.5 +0 AREA EXEMPT ®®+®/+.li_ -�F�� REFERENCE POINT FROM SITE PLAN S•' �' i'II -`" AT DRIVE V Y/"�Y .�o I I COUNTABLE DECK FLOOR AREA(SQ.FT.)(627.5 ALLOWED) 637.0 1264.5 4®4 PER PRECED NTS:4000®1":®r®Iiiiii 1 Iiim TOTAL PROPOSED FLOOR AREA(SQ.FT.)(4183.88 ALLOWED) 3928.625 5,483.5 lb- 4 4• ' ®®®®N®i® ®00044#40►iO4i�41,44iO4a 188.0 SQ. • 40® 404 ` 440 ® 4o ► ��,I PO'CH A~ :A• DRAWING DATE:12/4/17® 01• 0•0004� 0444 ®®: r=�� 1telt�tni t �tfiiri in -- 'm11 I AREA EXEMP- UNDER DECK FLOOR AREA CALCULATIONS CODE PAGE Z,SECTIQV (F) 1 MAIN LEVEL FLOOR AREA RECEIVED SCALE 3116"=1'-0" Z 0■5 12/11/2017 ASPEN 1 -1INGDEPARTMENT I 1 I SLOPE 1115.0 SQ. FT. SLOPE • SLOPE m ECK FA- CD - - - - - 1 �itT■II ■ III I VII I O SLOPE® MINIl 111111Ii I IIIIIK11I!PJII:IIIJIIIII RECESSED ROLLER R7 SAFETY NMI II 111 I!■%n■I,InE$dL\7�,►I\.� --I ) ! - oI SHADE POCKET WITHIN OGLAZING ■■I. II 11 IlI�/.!.■rnY" /I �I. I n�o� o� ? I, ; � DROP CEILING r - III 1 "��'� /I� Ij ]]]''' T� I /' '. .-I.I J' BALLAST 10LBS PER S F Arlie //�/` nio 2..._l'.__.. �0�,r ry/6 III ,,,......,1„ ��..4,AF ., SHADE POCKET WITHIN ,... •� � �r1 J J ,.�` o;; o �� III. .��I�� /•�' I ��i //rr /"= �'1�,lo o• I= II �+� .,�I /�►s� • ► �a l A DROP CEILING 1� e I1 Ilr �nai .y� saFRETr A11ll� � /i ��i -.�?/_j `-T7►;1•�s i �=l�jL %� \ A e BgENilGLAZING 1I /' I r�/ I II� i i f JJJ0 I\ �,/j111r r1 ' _ . X' I _Ai '�1 SLOPE ED III #A ,A forci,,,,A,,,04 r._,,,.,„r , 7✓ , 7° A 0 /�r I % 4d�I i l - 1 II S OPE SLOPE • ( l (41'�rI�/ 0i6i,•li� _ "�� /l igi7 i r,,err, AF,-0' PriS>•- ,'4 ' Al y. /I i� � ' i/�i/ tA'-1 AL4� JLOPE z� r� 0 _ 41 /1%//%�_A VA�AIP41/ ;� /II I//111' a/'��j� ILl %�,/ �//////%i%!/I %� ��I�y►I�IIII l�ll IIII 1 A 1� I, I 'j' �IuNrlp I II I I II p I _ _ I II. 1 ,� I r pyV iiriiiii�Iiiiii; �tll/�: Ly I�I.W WIC II�IrUll�� I r CO aor�� nr / �1�4�1' ssill � / i IIIIW� 0 r 0,• // %/I��r=1�jl�FA�Ijjll� � /��la��4,4 �+� �m - 0 -_ __- - 00 yli /�diro, - r 1l/ 6 01 i1 'I�dr //'.2,1�to �/o w /y - � r / /l/ BALLAST IOLBS PER S.F. J , . O liil�il�iiniillll�% w" /r��J_ /IW///Ili'0 �i:/�,i!iii! �i�LfL�AG� �1''�i� O 1 1 i I �` � � �I 11 ■11■!I11 FLUE....nliIiYil_I_nt .I r ,�� > /,�� SLOPE�! y / � " 3 IIIIIIIIIIII'/l SCREEN 180.5 IIIIIll,1�l / . r I4r� �IIIIIIIIII I SLOE SLOPE O 1� RECESSED ROLLER SHADE POCKET WITHIN DECK . yil ° - w 111111 • /%% fir r/'lll 1111111 II II DROP CEILING [ rn w ■r...a-�..Ir.::�,,7.I IN I �i7,/ r J""�I 1/ I v J r I: 1� /�I s' L /� gIIIII::::::::■■■IiTr�ea.■■■►. . INNIMM`nm■mu■I I�� j ��i�r 9rA /ltA gip l UMW we < I!■IIII■YY■IIIJ■11■■■I III/'- / f% IIII 1I1.■■ � ■n+�t�l u1�'�� I 1 i r ili/. .1 /A�/ �11;!I I�III�11�'I �� Q 1111FiaVIIIIE..'•p o 1 I I r' II" ,�r,1 Wn .■III!■■Y•rY■■II:.:Illid I/lj 1�1 .".,I� 11/r%' L',,{�%ICI �iV r�\ . .9 .■In!■■In_nll: nalIIII �I A/ r � AV,1%�„II , W ■ Cr"Vi II r Ir 151°4�1 / �� / /r °II i iiiiill fff1II'Ih!'I! .I I ill 0 I' -- -�/,III iI IIIIA�'/I� ��,�� IIIIEJIIu!IgHHIJ! i lli,; 1rr � �� I IIp, IN11 vw�•///O.//'r�, �1■■wiiu■■ I FLOOR AREA CALCULATIONS I i - I I I -- CITY OF ASPEN ll// r/.7O .,e� r l .- �'*' j I IIE I� n iii 111111fi1111 III��.� ��hr��' �I�I��II!%� I•••IL..iiiiiiiii I'�II'�IIF. A;..i. ► �. I%//il% iegr ��L11�i� I�■■■11■■■IIIIN�� /� � IliUPPER LEVEL FLOOR AREA CALCULATIONS(GROSS) 1825.0RECESSED ROLLER Ii11III.,,/� y�� '/�/ �� I!I■■11111ri11 SHADE POCKET WITHIN iii, .i■■/1■■9-i ii�/�i� i�J iii i�.� �I UPPER LEVEL AREA OF STAIR EXCEPT 171.5 D DROP CEILING iilllll�■■I!� �////J///��I//� / , II/ II' R1.■I - - - G O III■■BIMI 0 /*/. Z r y�• I■11■■■■■■I/�l7■11■■■■■■IIII O Ili �ii'��ri'�ii iii \\IWm' m UPPER LEVEL COUNTABLE FLOOR AREA(SQ.FT.) 1653.5 HIM 10 �.i//.�.iA.2� � iii 11110/� �I- � � �I�. ��i��llllllll"!IhIIIIIIIJIiI i �i ?r I I niNEMIi1111■■a!I 11111141141 Il / LiL'iU'J./� 1111.n■■�i: i_Iwn.l�i■IIII /I� cam/ Al/riS 031; 11 11 pl■!..'=ICYI■ill■I•IL LIII DECK/PORCH/EXTERIOR STAIR AREA CALCULATIONS 430.5+180.5+115 1 // �I,/II 11 �' ��r . .' II I mollm■nl■■■■li■■.I■I.m iil II14�0 tM0r . 1'wVPA �11/III mili,.11o.l■■■giniipo! m■la�n1 Of �t�,v,i �,�� II II I A III I ROOF DECK 319.0 © II■■■m I / _ ��/Ibilii�l1 111III11111111111111l uiiem® �i jIl• MOrilrr(41 E � IIIIi1'■iIMECII IIMMY�a1111•2111 © MAIN LEVEL OVERHANGS>4' J219.5 430.5+180.5+115+319.0+219.5=1264.5 SF RECESSED ROLLER A■■■■■■I 11I r,- MO�/prI[I!.7.��.\ (I/11y11' IIA II d I I _ SHADE POCKET WITHIN N■■■■■!1'/ �/ � / / . - s . i1 IIII 911I1, I■ SHADE '! Q. FT / i01IB II I11111 1111111 `:,,, '.,:-..•.-.,: ;,... ALLOWABLE DECK AREA 627.5 15%EXEMPT PER26.575.020.D.5 S2 DROP IIIIIII I' - I_ a E♦ �/ �FflIIII . ` lllll l`I ■ �r il/W ZAM. 7 L, /■11■F:y1ml■■ll■11 nnn.l■■.I: ' • .; ;: TOTAL NET DECK AREA OVER EXCEPTION 606.5 1264.5-627.5=637.0 SF II IE /� /.///./.%/////Anw ■nr �: ■■ :: ■■IiI . : ARCHITECTS N1111I11/ III/ // / j► Ij%��/ ��hurnimmiffinii :..,--...,.:...-.. :..i....,p„-, :„:::„.-- Nimmel,�■■��■: I// // / /y/111 y _ 215 S.MONARCH STE.G-102 lf■Ieli. III it �",•,• �0/� � ......■11.:.■111 `..`.`;.,. ,.;„ . .,, .: N■'"e!■■il P 1or/ ,rye I I,r' y1r410, 1i�'/ /■11■■■IEltilllll■■■■■■LSIII■■III•.".:' .:;... ,. :. :..;. 1 OVERFLOW /�1 SCUPPER ASPEN,COLORADO 81611 11111I31Ii/y APO /� �� I� ��y��y/m■■■!■■Inol. .:<. c: : P 1970.544.4856 WWW.S2ARCHITECTS.COM III iAPOr•i° /1 /�1 •0 /11IIIII1I111I1111111I_1111i1 :'._'. • °I. FLOOR AREA INTERIOR WALL TO INTERIOR WALL O r II/% PP FA /Ae�'%��p'.�fir, /� II I1__ 1I .ili311 ':.'"E'1::. .`_. � � � ��. ■■ �„�:.:DRAIu"".',.' O PER 2009 IBC SECTION 1002 y0// / jrF�.O. 4}' ,FAr IIIII��..--:ao.L1:�T11111 ;` '. ...:. ' s oPE:'1 ��/'�1'�' r-� 1IIIIIII11I1I11��MIIMIIMMINNII �un I III : :,.: '' TOTAL PROPOSED FLOOR AREA CALCULATIONS AREA FAR(NET) UNIT A GROSS DATE REVISION / � / /� /I� (�/ � nll■■■II■■!■■II III NET SUBGRADE FLOOR AREA(SQ.FT.) 95.625 1120.5 lop6/17 RDS REVIEVV / 1 ` 0 /1/yl I �11II'I!"!!'1'111111'■■■,iii11i ::,. :. -,.- PE 12/04/17 PERMIT SET �F� /II / _ Imo_//j� /�/1 ■11■11■ILIC■III■■IIIII■■ISCIi■I I: ,:.:>; :` ;,'; MAIN LEVEL FLOOR AREA(SQ.FT.) 1195.6 1120.0 G O III►► --- //I/ p/��_� // '�I1y�.n.1.■!■!m!!u!m!■!!I!!I!! �'� - G I G =�r'lyr�/ N?�'�, '�//p�� I�� fsity�� r!il I_ =,n i:■■re:i ■oln■ni. ..:.:.':`":..• '...:..: COUNTABLE GARAGE FLOOR AREA(SQ.FT.) 422.5 797.5 j0��j� �---� rv��'s�fl l��',��IIIrilIf'I �! II UPPER LEVEL FLOOR AREA SQ.FT.RECESSED ROLLER • , �� ■1 -IIIII■ IIII ( ) 1653.5 1653.5 SHADE POCKET WITHIN /%� ;l Ir .. •.I 101 'IA■11■LIII I■ DROP CEILING 1 1 / / /�/ F3'TiCai:1111 I�I��- III "~ ` " ` I'•/ Arr .�* Frie- iii/CMCCi \n II "'r >• •.:. .. ROOF CANOPY III "�"� �� I BEYOND GRIDG ■I I% /%//7irl INI Ip! !■III ' ::.::: 1■ i 11`!�■■■■Ilo■■i �litt.Z _,; `31 ■i COUNTABLE DECK FLOOR AREA SQ.FT.( )(627.5 ALLOWED) 637.0 1264.5 .ri"IIfiY4 rrLIII SA. F II1111111I11 � Ili TOTAL PROPOSED FLOOR AREA(SQ.FT.)(4183.88 ALLOWED) 3928.625 5,483.511111111111111111111111111h: �11I111:: ::�1�111■Illl■11■ 1■IllJli!iIi EC 1 R -41-3 L...aaii■YI 111��'I 1I1I11I�■■N� I IMP . . I 1 DRAWING DATE:12/4/17 • I FLOOR AREA Zoning comments: 2 3 4 5 CI CID CALCULATIONS please add grid lines to help illustrate the front facade - 1 UPPER LEVEL FLOOR AREA SCALE 3/16,1,0" ZO RECEIVED ASPEN BUILDING DEPARTMENT zoning comment: Please provide detail for all the wall/fence; height location material sloped top of wall lighting details footer detail -------------- include property line on details,footer may not extend beyond the property line ,,E „ _ I \ , b g steel retaining new stone fence n f- 3 Clarify what the steel ,r so� er,IY .' ,,I I retainingtal is.Provide a / `'tl�.�q�►••. TE 1 Ni��"o t •. .6 11/" w @@@` ,, if `'3 I t • detail and call out \ I where it is located. ' "^ �y,��.NA�'t�A new stone fence ��J I11 YAIII ® u ♦p`—�� aspen I �r 1La� NI !1It yi �..,, fr" 1 l grove/shade ��! *"a I'�--� ,• l!y7�' u..- �:j`zi :; .. garden Y i oA. t. r� 'fi / r. At F Zoning comment: �i iV�—-1,, �711111t\. , •01 mil 1 I• i ' 2 new small decid uous Please provide 1�11! .- �a aep_n �1 �� _ � ��' ` ( ) `� p �1,3 r! ;tr_ -gro -/shaded �� i.a ', tree in square ed a at- elevation detail of the - ' 1 , q g d, water feature which qp Il,,t gar.-n :�` i z, "L.A., Algrade box w/decorative (, _ �d z A rock is in the side yard iI��F ��V setback. tr4/' sod sod Ill F3alQ, r ° ° n n I h s o stone patio ed o p t w �ff IN Ra"„ pant _ � z �I� ' 4 1 ! • I I I stone patioilr- �� I I W r \ — r a CC 1— ilear!Ifywhuth r f �e sodil \m ,ecorativserm---- rock strip \ trees are existing and r ) \ which are proposed. .. '�' ° i I M e I Iv''' W a existing agspens; 1�� sodI + I W and ever eens ''" I� 1. I . Q fr!!! . . I I (6)new small deciduous I CC i W \ stone retaining —-F fir= ( ' — 0 I grade boxuw/decorative W I stone C u� n o t 1 I Al I tree in at wall I paversL. Zoning comment: \ e �,, 0 Cl , is 1,/ rock O The area called'utility'combin several I It '� I° ' features: y I � pant Ili �- I I Q W 0 window well:remove from setback \ 4.- Imo' 1 \\ Qo�— I O z fence on retaining wall:fence height includes '' �— CI�I — \ 4 ¢ilu,ouuwlu,uh„1 La I` �/� W retaining wall,measure from most restrictive \ C .� ! I •� II I I v) ,_ d gradeI — (� \ w vCO CU units,gas meters,flues,electrical meter: t• Z I CC Q provide detail that this collection is outside the .(' + setback. — 13 ' please provide a detailed plan of the area.The _—.A _ � 2 ° I J reason for the request:when combining I a/c _ t t -ion=pa rs features with different limitations,the feature \ I i3 Yt !I�•. 4411+111 ,_ I o 0 LLJ I /_� with the most restrictive limitation will be used. i .-_ °s I� 1 I Ce CC wood screen - A00 IL atop concrete !' — ,- '" .. \— retainingwall I � � �� ' '�''' Utility 0,/ ? .0 � If�\\ - +d y D�1111�\►\t i / — II li ./, r i ® I existing ' ! I 1 / ill e I I I evergreen tree a f— •e I I /- l!1 fy %o, I 6'tall wood fence to �� Isbd i/1 concrete pavers / O 6I (2)new sm�ll deciduousI align w/front most / / e i / wfacade of building ate+_ - r 111i —— I trees in squyy re,edged, g I�� wood screen ! ® --- �y \ 1 at-grade bc:b w/pebbles / I A L(see architectural • J stone porch 0 I I elements existing evergreen tree / I — �•� zoningcomment: " �p • 215soNh monarch street,suite-102I en caloratic 81611 C qq stone entrance plinth 0��•�, a aspen / IV hedge rows not per/flitted at S: o ` t. Ple]o sos 36oz 9]064a 4666 / 1I, front entry \ / ta... __alsy -- ° 1 waws4uulauurcem / �`"� Please provide height detail for "��, —— —— — _-/•0I'k oti \ 'wood screen' hy • �� , 41, / '1i __ �.a o 01� \,I'r7 �✓ \\ DATE REVISION concrete driveway F &b' �•, ° i • I existing aspen, 10/16/17 RDS REVIEW 42"wood fence e w/saw-cut joints .00 • Illy - / - a b s• "x - 1 IA < y a stone pavers ;�.• w�� IIlIi t \ - 12/04/17 PERMIT SET �plant�0. rk '! existing evergreen ,— s..67. • 0�' I Clarify the edging for ie- • ————/ f fir?=-• the planting bed.Is this e i s . °\\bee of y plant edgio(_raised?How will this / fir''# - �'� V`'� / accommodate plowing '1 — ey and snow storage I 1'IV .' , - _ —~ activities? • e ! _ -, 7 ate.._ — ment:zoning c 0� f .,�F►► t low of e 1 3 ' a _Z �p• Ik and Show that the new �a000— —IL —Pt_ $oo� l • •• g is be on. _ flowering deciduous —� decors. ®•�Serty line. trees in this area do _ {••ntact Engi•eering not interfere with the DRAWING DATE:12/4/17 concrete driveway a - a.•ut develo•ment sight triangle. pro..sedfort e — __ w/saw-cut joints . Ro Proposed — — Rleaseshowthe III Landscape Layout drywelll lid on the de w Flowering decorative decid ous trees along north (Zoning) rock landscape plan. Riversi•: C RIVERSIDE DR. scale:i"=1._0.. Z—LS� EI4c ASPEN BUILDING DEPARTMENT NOTES: 1. 39)Bega in-wall lights per Ian:see LS.5.1 for spec sheet `/ 1 ( 9 9 P P P 11 I n 2.see architectural set for exterior building lights i �li I - \it -'-'...1611\Iirt 1 1 —1 ita44 I p \ 11.___..___ ____,.....„ss Aria,4tattANA /Ani"---C Hi,''' I -0<;°14..., vi.01---....! Atrtwalf",, ,„41.,..„...15,0241 Af it, 11r11',\ ,1, ii% .(-4',-- !!,,,•tafro /If , �reeature I Bega in-ground I U lights in pavers(12)1 + � - I II W T \ 1.��O Q _I 11 A • T v .. I — o a0 Im I I U) w O o \ \ I�LX O c I I > CI O � I W 1 o T LL co 1 I z I I < ' iiii.rit — - - I I Q 1 W J I cc CC 0,...1 - • , r ,,,,, Bega in-ground I I lights in pavers(8 I IIc I • Ix a I alU V ^ 1 I it...., � — o I I element s n . eliii e (nix Trxxx) I I I ,i1,h✓®=1® IV 1 I I QI111 o I 216 south monarch street.wile 0-102 aspen,caloratic 81611 + p 1970309 3302 1 1 9705444856 wuw.e4oN400rcom i I __setbael's— I DATE REVISION li \ ------- 10/16/17 RDS REVIEW Ir, � � \ - 12/04/17 PERMIT SET � I I 0 0 ectyn / • Behtgasinpavers Bega in-ground �� \ n-ground lights in pavers(12) lights in pavers(7) 1 . — !. avert./ �Pt �� DRAWING DATE:12/4/17 I/ L - — y Landscape — Lighting Layout _— _--- _-- north Zoning i scale: .._1._p„ U_ d,; — _ RIVERSIDE DR. — — Z_Leq : ` NOTES: 1. LA to verify finishes and options on all fixtures as well as quantities prior to electrician ordering 2. LA to verify placement on site for all landscape lighting prior to installing 3. No lighting or electrical devices to exceed 30"above most restrictive grade in setbacks 4. No lighting or electrical devices within 5'of water feature 5. All lighting to conform to City of Aspen Lighting Code 17.10•lbdtcal errendmenis reserved I ' ' SEGO lichttechheche Spmeltebnk I 1 1 Henrentuech•0-58708 Menden BEGA U 01 Product data sheet In-ground luminaire IP 67 8673 E. W MZ Project•Reference number Date A 4 NOTES: a 'ere; WLU r 42, Application p to . co LED in-ground luminaire withhafi-sided light 1. LUMIANIRE #88 673 - SEE SPECIFICATIONS: CO o $ I r sector. Q CO For installation in compacted surfaces,paths U r n or floors. v J w Drive-over luminaire for vehicles with pneumatic ve& p ° For pressure load up to 1,000 kg. U] Q At the glass surface the luminaire attains an (� CCoperating temperature of 30°C(measured .3y2 rr - '0 Z O according to EN 60598 at an ambient (4) MTG. SLOTS Ll_I temperature of to 15°C). ON 0 4.17" B.C. — Please note: .I CD 3 W / J Wminaire must note used for Installation a Y4 a �� / W 1 rO, mad lanes,where the fixture is exposed to i Q U horizontal strain due to braking,acceleration : and change of direction. co Lu Product description I E W r a Luminaire cover made of aluminium alloy m Q CO Wminaire housing made of cast stainless steel Z and stainless steel 180° /- d UCC < Steel grade number 1.4571 ` � A LEVEL SURFACE MUST w it U) Optical lens is made of silicate glass L LJ BE PROVIDED FOR PROPER •. W Silicone gasket41411/ C Baseplate with 4 fixing holes — INSTALLATION. O \ elongated holes 5 mm wide LUMINAIRE SUPPLIED WITH E Lo / 75 x75 mm spacing MOUNTING DETAIL COUPLING NUT TO ATTACH _1 Z — 1.6mwater-resistant connecting cable (TOP VIEW WITHOUT TOP) TO 1/2" THREADED TRADE N O CC05RN8-F 3x1 with water stopper V CO andl.2 m PVC cable conduit SIZE CONDUIT. 43�4" _ m O LED-Power supply unit 220-240V°c0/50-60 HzI It (CONDUIT BY OTHERS) DIA. O1 d DC 120-370 V C P. DC Start>_198 V www.bega.com N 0 W Safety class I ] Z Protection class IP 67 a rzo immeDusrsion rsion Protection against temporary 1 '8r' 0 y . O CE-Cononnlymariz LUMINAIRE SUPPLIED WITH Y Weight:1.4 kg I I co 0 d a° I 10 FEET OF 12AWG SOLID ' m J I * CORE THHN SUPPLY WIRES. -III III III H III I I III— i o Q r ee e I _ � .5 3 0 _ _ _ Lamp Article No.8673 _ _ U LED 3000 K 3.4 W Colour temperature 3000 K. I I 33�4 rr Connected wattage 5.2 W Also available with 4000 K on request. —L—-_l i L——i 1——L— o v Lam luminous flux 2601m 3000 K-article number _ c Luminaire luminous flux 39 Im 4000 K-article number 4-K4 2.'.. elements Colour rendering index R,>60 — — — — o Accessories — E $ BEGA Article No. 3z LED-0304/830 730 Distribution box L.———— _ a TT-t--ITT--(1Z-- c6...co The distribution box is meant for installation in II t LED 4000 K 3.4 W the soil and allows a junction from the supply I I I I I I I l I I I I I I I p t -/ t Connected wattage 5.2 W 3 - Q c w' li��✓ �® cable to the luminaire and through-wiring to the a - - d' a .a o c Lamp luminous flux 280Im - a - 4 o next luminaire. d 4 _ d 4 =5 W._—y Wminaire luminous flux 421m _'a - o acim o'3� 215 south monarch street,wire 0-102 laspen,ccloraac et6n Colour rendering index After the electrical connection the distribution a _ g R">80 �' a a s a w «O p19703093302 f 1 9705444856 box is filled up with gel and closed. '211� .o a c - o ,_ waw.e4oNaooccom BEGA Article No. 3x LED-0304/840 - • - d. -- 4 4 a. o >+w+•y 4 V 4 4 d d 4 • d N y C L G N G y C 4 d - • c a d y m DATE REVISION 0 r 0L 0 CONDUIT (BY OTHERS) 1" 3)/2" c y d 6_o y 1 0/1 6/17 RDS REVIEW N A•- 12/04/17 PERMIT SET 0.U g 2 p U N L T O'L 3 m_a w 3 Bega in-ground luminaires 180 degree: DRAWING DATE:12/4/17 Landscape Lighting Specs (Zoning) not to scale Z LS} /20 7 ASPEN 3UILDING DEPARTMENT TAKEOFFS: I it �� 1. Sod- 1� AllikI 2. wood fence- �.,A.1011 It �I 1 I I 3. concrete- I' _14 � R 4. decorative rock- �� % �� •��q�!► � (�p� 5. perennial plantingbeds- �t �� P -e i A . 1 1�, t 6. edging- x ��Art/f �1� , � �I�ty �� _..-..N,,,d IN A optiar,N, „job-4f 41116p-N. W•%,,-,v4141 p .oril �e,►14„�� I ° I gjii' '-i. i A , . )4i ,, 1 \ IJ_I -------___ 10 —..._, 17t>,= .. _._. _ � r Il I — co � � a I , 1 11 1I • l� I moo w° .io C! ouau�uuu V Q I° 0111 O C.1 It I w O \ I� , 1 uJ o0 Al, � i II 1 I 0 z I 11-7 • — co cow ilkbr ° E 43.- Y -II -- — rco 1.....m. \ '3- Ili t t 1 T 0 �I I CC !,, l ® n am I 11-1 711 I I I I• " o 1 1 eHI I I I elements _ I T..''t®�® ° zlseomn momn meet,s„ue 9-1oz upeq 'ecelse I 819703093302 tl970644 a65666 - I wrw.e4oNdoor.com 1a \ _ -4 —� ° ° I \ DATE REVISION \ 1 EI I10/16/17 RDS REVIEW ,,.,g _. I I4._ , s \ 12/04/17 PERMIT SET c 0 o 0 ,,,, f�,, _ - -_ _.,_ _ — 7 • / ° y DRAWING DATE:12/4/17 0 Landscape Details north Zoning _ _ --- scale:8.._1._p„ I — - ZLSsr'en45) ASPEN 3UILDING DEPARTMENT 2 J I D. Call out slopes on grading profiles to ensure COA max slopes are not exceeded. -i top of fence 8006' W U STONE FENCE grade 8003.5' / w3 002 grade 8000' 8000 W 0 0 - wO W OQ CC oc occc Grading plans shall be W in stampeddesigned by and stamped by a CC U registered Colorado a p PE to ensure the O z grading routes all co d runoff to the intended areas. C 1,56,I norhil fence - norhil elevation W scale I/k"-I'-0" cc J 0 S 3 J a 0) Show the cross section elements locations on the site plan. top of fence 8006' ®=1® 21I . 5008hm0na99690601991109102 1 aspen,coloredo 81611 grade 8005' !4 1 pl9]0 0a a 3093302 tl9]54856 7 8004 wrw.e4oNdoor.com 003' STONE FENCE Boon 8001' DATE REVISION grade 8000' 10/16/17 RDS REVIEW 12/04/17 PERMIT SET DRAWING DATE:12/4/17 Landscape Details 1.561 norhil fence - south elevation Zoning b scale I/h"s1'-0" I - scale:varies ASPEN BUILDING DEPARTMENT J a t 0 0 c J 1 a y 11 epos +e-'e zrn++ I . erg top of fence 8008' z z wood fence wood fence wood fence grade 8005' W 1— top of fence 8003.5' _ 8034 80 concrete retaining wall 8003 03 :CO wood fence e003 - - 8002 e002 rn 0 CO grade 7999' 8000 8301 v/ W 0 W OQ CC cc cc wo I W 10 0 U oz _ ow wc2a rU) y CC < IJJ L56,2 westy fence - easty elevation a scale 3/16'-1'-0" CC J 0 -c Call out slopes on 0 grading profiles to = ensure COA max I slopes are not J exceeded. z ,, 0 m elements top of fence 8008' et T.. ®MI® grade 5005' e0. top of fence 8003.5' 80 zlse0mn monarch rnue p-1 aspen,ce lor3Ae81511 eocs 3302 e f I 4866 �� W`m t mw.e4oNdoor.com eooz eoo, grade 8000' DATE REVISION zr-a. . 10/16/17 RDS REVIEW 12/04/17 PERMIT SET DRAWING DATE:12/4/17 Landscape details Ls„ west - west elevation i b scale 3/I6"=I'-0" — scale:varies z LS 6. Et ,z,11/2017 IASPEN BUILDING DEPARTMENT NJ-118 J-1 / top of fence 8008' O � wood gate grade 8004' / 3' 1" / 6'-11$" nortA elevation w top of fence 8008' z wr wood gate 0 wood fence CC 1— rn o co grade 8004' \ Zp V J LL W oQ 9 CC cc CC in O\ grade 8002' W LLJ cc 0 z o _ co ow ,r souk elevation ,63 garage fence - nork return (north & south elevations) W scale I/2"-I'-O" CC / 6'-916" / 2'-11" / 4'-316" / top of fence 8008' wood fence wood gate wood fence 9 CO grade 8004' elements grade 8002' \ 215 south monarch street,suite 0-102 I aspen,colorado 81611 nor elevation p1970 302 3993 t197064a4666 .Nwe4ouldoor.com DATE REVISION 10/16/17 RDS REVIEW 1/ 4' 31 " / 2' 11" / 6' 911" / zloaln PERMIT SET 16 16 top of fence 8008' O wood fence wood gate wood fence DRAWING DATE:12/4/17 grade 8004 grade 8004' Landscape Details „„ ciaracie fence - souk return (souk elevations) Zoning scale I/2"=I'-O" south elevation scale:varies Prc'F�\l Z-LS:6. ASPEN BUILDING DEPARTMENT / 18'-71 6" / grade 8004' TOW 8004' stone wall grade 8002' west elevation W 0 / 18'-716" / Z w '— grade 8004' CC ,- - 0 co stone wall Lu 0 W OQ grade 8002' CC OC OC CC W - o 0 U o east elevation _ o z w rco CC Q L5h,4 we side card retaining wall - east & west elevations W a scale I/4"-l'-0" I .000000111111111111111111111111111111111111111111111111111111111111111111111111111: \ii jt........w____..._ j e��ix plants '. . ' �_i�� = elements H1iants 10i1111t l-,_k basin 1 I. x ��p- li 1 Ili lik, � 21s snNn mo.nrn�,�,ue 9-192)aspen,oomma 6�6n �II�� / �I�Oft 1� 0970 3093302 f 19705444856 iplants •—�A; 1\lim: � wws4n annr.cnm r plants As % ' 1,,iii i i 0A71„ri I g. U-_\, 17. DATE REVISION Stepping, se only,nog water-featurec � �� A991 �� 0/16/17 RDS REVIEW Summer-Use only,non-heated ; �.,, /,I 1 �/ 12/04/17 PERMIT SET (IIIW Will �, I 14 L .asin patio� sod 111,1:07:11/r � DRAWING DATE:12/4/17 Landscape details L56 4 water feature b scale I/4"-I'-0" — I — scale:varies rTRIFID !F Z-LSI.6A ASPEN BUILDING DEPARTMENT LOT 9190' x 01 . IrES. 45 REBAR&CAP N 81°15'0 �4>!►� ' V��iIA��II L S.#38215 - o r I .\\.,1 s1/ 100'-0"=8001.8125 w ft2._-.� • /�9 �� s vi Illf r , / �iDI Of I�.�� s6�°Sq� C.O.A. RE:CIVIL AND LANDSCAPE FOR IP:4:-.-s,Idi� / / �� .V` tj / 4 �\1�� , ��it VI1%, \� y ��6L08 F GPS#19 1 PROPOSED GRADING AND SPOT ELEVATIONS / lit20o" u - u4"1 _ ( 2. EXTERIOR WALLS WITH DIMENSIONS _�` ,� �;/�fa�.�y� may ' r,.V�-,1,i•�(�I� °' w' vv 3. DECKS,PATIOS,WALLS,RETAINING WALLS, i'`' // r u,�t1$1' ,0 s 1:3 it.: _ 1 ,' skil>r► ,,, x t. T FENCES,GATES,WALKWAYS,FIRE PITS, / / ui �� i �7 ►� _ �a Y WATER FEATURES RAILINGS,PERGOLAS, BUILD CAL ��t1101 * iZr �`•' �� H �y TRELLISES,VEHICULAR ACCESS,PARKING _ '� / 2 / SETBA ` 4.�.ne r1Nr' 'W., ;if'�j� +- I AREAS VEHICULARTURN-AROUNDS, 4�/ 2 ' �R �' "�/JAI` �I DRIVEWAYS ETC. "�' Y l� Null ��r�� w�/ �� ran P3 t rr.1/ ` / 1 y r IAX,a h�i�" "�'1 At I 4. UTILITY METERS AND SHUTOFFS g� 1 " P,I-r4krlas r 4 •qd 11!,4 '-- leer' t I .. \ I pvs° r v r I ,. 4'� LOT // '1 T I e 8 , � ' III, ( / SOIL NAIL WALL y'�'yF711" / 4 1 \ ,' s n6 s° R \\ ; I I s. LW ALL J6�16 1�� GASLINE A / °� �B3 1 I j '� Ie GAS `\ tree protection fencing / �� `� I Itpy, 10' METER E W \ required `N. M ',�T \ .�® peg 1 gr ey� ! ' \ z �I \ I 1 "�'3 OJ � dl�,:?: A"I -w ELECTRIC w \ \ I \1 li'S".®•mr__��`�.®�+'tlI dr �IC: • .AT JJI LINE W I 10,0" ) re47,74440 \ [ I SOIL NAIL WALL ,re r„i„,,, \ $�'C� , V G 'I Y ,� Q \ \ \ ��I ♦ ,r®,®. I I® ®�rrrrrr�rrrn �%�• a \ 9 es P¢ Ia�-•�ry��fi r I W Q 1 f w �' ° 1 :r ca��.'I r®p^ �I Age N i I !I�G1�Iti3 �` EC n #5 REBAR:CAP I� ••• III I d �1� � ®�I �" I I °' O L.S#38215 L� �� £ F u I a I W N 70°07'54"W .!! �%a75.a fir �. 5'-0" I - ��V��`a`s erw ,, 2.S1' I \ 1 � 1I� a 4'0" I 11 ♦��'� #5 REBAR#8« \I 3•-e„• �®® ap t .=` ®®,,, ./ a--�'I I/ / �Prs ,T Q O z 1� I Itljy tree protection fencing O le„ I d 1 �� // Y required '^ f- . I co in t,J J I .�. 1.� a® _ III. \ W 'Aer gle;rd'aTor,:irW7F#'07:41!Tv.-2.4 5-04 9 a r / 1 t 9 " III s\ pI/ / J ars.� r// s,,ol. K , 040:4 AA d � , t ., r\ i�r � �� / La .. / / / / _, r, ''r r II �/ I / 1 3 I I \ I I I \ v SOIL NAIL WALL/ I I f / I / I I / /LOT I / I / // l0 I j // /-- eT+c1 I o tree protection fencing / / 3 /I� �'✓ jy d I required / I _ � I /kk. T. I \ / / _— , I / I — ---__ I� o, tree protection fencing I �� _ S2 II Q required 1 ... oE—oE� I / �� ARCHITECTS _ EUTBACK T46 -- y \ E-oE�of SE I E-\ 215 S.MONARCH STE.G-102 ___ —— I °E�°� ASPEN,COLORADO 81611 __ ______ °E—oE"�°E p 1970.544.4856 WWW.S2ARCHITECTS.COM 03\'- — \ „.....- --e6t„ td------'i\----- ,.,„, \ _,...... TELEPHONE -oe LINE o�E' ___--�� DATE REVISION o- o s 10/16/17 RDS REVIEW ONitRp1AD of #5 REBAR&CAP i /.........\........... E 12/04/17 PERMIT SET T9.26' L.S.#2376 TBM EL=8000.59' °/E-OE .• I---------------V1 -, . �S1-,iT1E oE- ° OE- WV W A - #5 REBAR&CAP WV L.S.#38215 E '-------------' i /. /t / OF DRAWING DATE:12/4/17 — RIVERSIDE — DRIVE 0 no'R-O-\14 _ — N SITE PLAN ASPIIAET — — 1 1 BASEMENT LEVEL SITE PLAN/ EXCAVATION PLAN A 1 R�. IVED lin SCALE:1/8"=1'-0" l Aref/2017 — ASPEN D.y.VI iif.P_.,..,T LOT 91.90' X_X � Iglii E _ X FE fi I��ljl�A a NOTES: #5REBAR&CAP N81°IS'0' `I\ P.) ��1�Ir��l rlilr�� '� L.S.#38215 7 \r•�IIA \\I r I 100'-0"=8001.8125 .'1111)6, I `'I L � ,y�"f ,g,,! I v�/�� -63°p,A___-_ ._._____.„ RE:CIVIL AND LANDSCAPE FOR: 6. �`I1�� vY 8" ICJ �� /� �� r\\\\��, I�S4J„ C.O.A. I ` I i �'T �\�tl* �{ GPS#19 I 1. PROPOSED GRADING AND SPOT ELEVATIONS r,/ C� VA l , #oy.e� -41Pj,1 T p I� 2. EXTERIOR WALLS WITH DIMENSIONS ��- �� ►� �� V ( ro 3. DECKS,PATIOS,WALLS,RETAINING WALLS, FENCES,��p\\\�•'��',/•.\r��.�`,' i1�` ` Z s a FENCES,GATES,WALKWAYS,FIRE PITS, �� 1 /I�,\�� . ��I, 1� r, z WATER FEATURES,RAILINGS,PERGOLAS, %`��11 \\ ��\\�_-'. �`�_ y I TRELLISES,VEHICULAR ACCESS,PARKING \\V1f%/ 1w�I��111 ;�_��.�' �II , w AREAS,VEHICULAR TURN-AROUNDS, z \` r 1 /-10 ``/1`�iffli`=�` �` I I DRIVEWAYS,ETC. '. 4. UTILITY METERS AND SHUTOFFS ,;( .,.. lip? Iwo ri IAIP '4 k 3....'Viiiil/ ---__.6-g?...;.i Ihi...I..7aA.AP / Ii!.411 I iii P.91 LLJ OV.� k IIV, I I I I :_ � +-. a \I 0 3 ,.G :IA Li U \ \ `/-�''Ul�lr` , ` , -- srrPr rmip A ' SAT HIZ - I � 1 �� 0 I E.R ELECTRIC I I1 I 1 1r�l� � �C'J: LINE �IWIZEI d� y& 17 O C� 7_ _ 1I 0\ iii a CO12 O \ ilk% ` PIS 97nr1 �ill Ern W Ii#sREBAR:cnP lf 0in CAP I JI °`r WM ® I S I 11111111 3an =,1..:'' ° �r�o " s a O z �, LLJ 1 Tv III e I Q dEA as � �? f CC 1 I. � I I II . -- / f1- k_ -,-wo 1 1 II I ,e,67;.-d r n,,--)0, ,,I 'd„5,1 irl_ _::,_,.:,H,,;:_ ,....., ,,,, sc . ,..,. .._, ,,,,___,„.. ../.„ ,,,- 1 . / �7 0 m CI I I / 40 �yy0 °] ; P I / / -0 \ ]] � "a 0 p I / /LOT 1 yr 0 x�l I / / 10 0 I iiiiill -i h S2 II ,r. ,. / iilla Ell -,- ARCHITECTS :1161-e: :\ �� ----__ �� 1 ,�� 215S.MONARCHSTE.G-102 II I ASPEN,COLORAD081611 4�� — ——— V\ \ °E��° p 1970.544.4856 WWW.S2ARCHITECTS.COM O—� I ' // OII'.ONE � WWI C/ 1N \ \ INEJ I \ DATE REVISION1 o __� c V °E— #5 REBAR&CAP 10/16/17 RDS REVIEW O P..._ 12/04/17 PERMIT SET 1�= �" �� L.S.#2376 7 TBM EL=8000.59' I� °� Landscape in 18•-0�� SQ-82" �� E ° iAsol,11 . this area does E� I � w�not match —°E—° #SREBAR&CAP _ - 'y'��j-"` landscaping site L.S.#38215 ►� _-_ plan which calls for 3 trees here. Revise for DRAWING DATE:12/4/17 RIVERSIDE _ — TT— — consistency. ao x o'w _ _ _- N SITE PLAN ASPHALT — — 1 MAIN LEVEL SITE PLAN A i !7° ASPEN '11.90' LOT x 1 7 x )�� K III! NOTES: #515'0„E • FENCE ♦ fiC��Ill�1,„ L.S.REBAR&CAP N 81° . ) \\t , �../ L. #38215 / -- � �\qr '�I �, 100-0" 8001.8125 ..�IIIiA,. .� i/ `\ �-.`ft/'//" I % c '�� GPS#19/ /41I ��rtnrm-;i` I�,40.� �V�� r/NAG �� k� - FENCES,GATES,WALKWAYS,FIRE PITS, / /� i11•'��\ ��\��_'A_��1�� xCJ� WATER FEATURES,RAILINGS,PERGOLAS, / ! roi El ci ,oil�`��N,�1, \' I W, '� °, I TRELLISES,VEHICULAR ACCESS,PARKING x IJnI \\\� L\ ��. 1 , `.,,/�� , , AREAS,VEHICULARTURNCCESS,PA y m!:\!% / E �_i,;�=`/�M,� `'=``�� ` DRIVEWAYS,ETC. ym �..1\��a,� �� -1��'1\� �� j� I I 4. UTILITY METERS AND SHUTOFFS Ir !'' UW-ii.40.0r. Mi• 9 T / / I R I u ,° 1 L .0 l *aw ..........o, 5 ..____, i1 /II / s 11 /111" Al-, 1,iS, ` II///� \ I ® \ W ,, I W \ I "AI3R i \ -_ I 1 - • I '5 0 'ER\ICE 1``ELECTRIC I I I - --1 I I -, CJI_ LANE 11 1 r y o-0 / " O x I Q CO \ / 44 CC r Ilir'...........,_.IRO— ,i- co Ii I c I W 00 45 REBAR.,CAP 1A��r I I 11 W II O L.S#38215 N 70°07'54"W � / = III / 2.51' 1 , — #5 REBAR&CA' 1 \A • I QO ZL.S.#3: � 1I.i. 1 I- � � in � *i In Isa / / �m� t aJI I„ jip / / 10 I axEE.worm,asame.. II / / i s yl I .1� ' '— C- S2 II _ _ �s� °E� \�� '''J* ARCHITECTS r. \ / � I of—°E� ° 2ASPEN,MONARCH CO ORADO8 611 __1——___, _ I OE \-------- p 1970.544.4856 WWW.S2ARCHITECTS.COM i • "LANE '�,ee.`-oE ,,,, `�� / I \ \ DATE REVISION ME, D -oE- f 10/16/17 RDS REVIEW I^.EA of #5 REBAR&CAP 12/04/17 PERMIT SET I -- - L.S.#2376 v W - TBM EL=8000.59'MEM ° c/N 580°2T46' • 18'-0" 50,82" E w oE�oE�a� '1J ® �' w WV w —oe— #sREBAR&CAP .. WV — L.S.#38215 i , DRAWING DATE:12/4/17 t —�� RIVERSIDE II DRIVE 40'R-p-W — N SITE PLAN AsrxALT 111 , — — _ 1 ROOF LEVEL SITE PLAN AiRIVED SCALE 1/8"=1'-0" _ i /2017 ASPEN — � 1 TTTTT 7 T TTTTT T 1 TTTTT 7 b: ® 0 - — A — — .. . 7,4, I'7,,,,,m.r .i. iv Amp_I ,i)Y®41"--2-N* io• 1 r 0, . fitmgi' p 0 0 / , I 0 ��rowI pl / / / 1 4 A J 1 i re -,4-1Ww- Agri ' 0 ® ••-•17;,1 1 A P'A , 0 -0! , .4,0• 0 1 , .15.'p,-1-p,, 1 :/7,0' I®iii iicI i /% 1/1IIII l I / , j /I I / Air c i �/% / // � fr $ iv ir / pfr /II i fi il - . � AI V 0 , IrI ry Aig ��/ / � / - � /A III, il T(DII / /IyI / A _„d Of I w r , �- I, // �Io -- I . r 1 11. L I 0 ° )101 z .5916WWW' LI] -• A A i 4 .0 A / 1 II , /e4,4 4O ' 1 .; : � O s��r /I // Q�l 0 1 i dogrA r r rA' . .',' S:4,, I '' A 0/J-4 1 /Ar I II V' ; — CO in c CD / ///__/-.I,,^ter /r 0 A j 1 / / 0 U i Q Lil1 /err' el'? :•',.- ,:.,..,-;.!,, 1 A. 0 ir A /rrr. 0 1 © © 0 00 7 1 0 0 0 0 OB 7 1 E 3 4 i fi 7 UPPER LEVEL = 2,399 SF N MAIN LEVEL = 2,770 SF N LOWER LEVEL = 1,713 SF N 2 UPPER LEVEL- FIRE AREA CALCULATIONS 4 2 MAIN LEVEL- FIRE AREA CALCULATIONS ap 1 LOWER LEVEL- FIRE AREA CALCULATIONS AID SCALE:3/16"=1`-0' SCALE:3/16'=1`-0" SCALE:3/16"=1`-0" S2 11 III ARCHITECTS 215 S.MONARCH STE,G-102 ASPEN,COLORADO 81611 p 1970.544.4856 WWW.S2ARCHITECTS.COM DATE REVISION 10/16/17 RDS REVIEW FIRE AREA PER 2015 IBC SECTION 902. 12/04/17 PERMIT SET LOWER LEVEL=1,713 SF MAIN LEVEL=2,770 SF PRO Ec IONSOF UPPER LEVEL=2,399 SF PRO EOCTIONCK TOTAL AREA=6,882 SF DRAWING DATE:12/4/17 SPRINKLER SYSTEM IS PROPOSED FIRE AREA CALCULATIONS AFL() 0 0 080 0 0 0 13'-11" 5,_9Z. 5._1�2„ 4'-4 10.�1" 5'-6" 2 '� 2 I I® ,® I 6. r- " .16...I I 6,A. I w 1 UI!IIUI O 2,10"AFF �� 5 O RE:WIN SCHEDULE CAB I I i y RIDG: I I F R SLOPE TO DRAIN- 6RAWREEZ:R HARDPIPE RE CIVIL TV EGRESS ' EGRESS 3'-3q" r _ LADDER n=I 1 I ,I11I SAF7t: ' GLAZI�4 DEN ©91_ I DD�I I CARPET T.FINISH I• 1111- W I I1. IE 11 Om• � O Z I I I l 6 �I II I W T • FIRE TED DOOR " Q cy,/ RE: REDU�I cc co - W O w � O MECr I �� I uos W CONCRETE W �_ r� Q I W 8 I Ll O O 0 W > J 4. .�... ..-a ■ i WIIu�uIIJIWIIWIVIW�IIWIIu�VUV�V1 0 i 0 I:o "EN ; , � P 0 I- o Cn\ -� I - I o w 1 I T C� ® 0LE 1 CLO•ET I (i _ O TILE 0 m l L o k Q ® 0 �E DI, 0 71 1 C 'T 7 W • A I — o ® STAIR Bj, .. .. .. 10041 I W_1 6I— WOOD I wl 2' AFF RE:WIN SCHEDULE ` iL • SLOPE TO DRAIN- �' I� HARDPIPE RE:CIVIL �''102" L " BEDROOM ®� EGRESSLADDER 003 T.I ISH F OOR .$D 1 1CARPET • O hq /� I I17 — — — — CPT D �T.CONC�2ETE s • - - ELEV:88'-2" O - eeeeee� , o i [Iiii CABN / •ESN -RIN 6�RE:WINSDULE W-4® CO S2 II ■i L EV906"\'_■i BEDROOM Y • • III ' -- �'. 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A _ I - C0,701. .00. 1. p =LEV:100'-0•' p 1970.544.4856 WWW.S2ARCHITECTS.COM E:SCHE.ULE ® �� w2� II Ieti ENTRY IF=RRI`JG k RRIAG v UD IO 1101 I IW2 O "' I -�� KEVR II WOOD - �I�II ■J L1�� / DATE REVISION ales• ISi ART I m 10/16/17 RDS REVIEW 0 • ® \COAT -` O i 12/04/17 PERMIT SET n T.FINISH CONCRETE CUBBIE• LOSET,p ELEV.100'-2 1/4"=8002' v _ O � HO __ F �\ 1 � _ - III ■ ®� © 1 1 I 2"I'1 5 17 22 rr ®SAFETY a S,F ry SAFETY I A ETV '� GLAZING G "IN GLAZING O L.LAZING REFERENCE POINT FROM SITE PLAN = CMG IR PAV = I'" EXTERELEV:1O00'-21/4I=8002G .00' q UPPER LEVEL WALL II I 1 I= ONE STORY-RO• ELEMEN 4 c 2 2'-6" / 5'-10i" 3'-4 __ DRAWING DATE:12/4/17 19'-6q" A 24'4 1® 9'A" LUPPER LEVEL DECK _L I I \ - I NFLOOR PLAN 0 <® 0 O OO 0 0 OO 1 MAIN LEVEL FLOOR PLAN ! 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E1 7„..7.0 ""'`% .•. ASPEN,COLORADO81611 '� I�' Oo,::5CGaE; i p 1970.544.4856 WWW.S2ARCHITECTS.COM .. z OVERFLOW MI 1 ® II :7-'s. - - .''.� - SCUPPER PI T.•� . . _ �' ELEV 710'-81/4"' � DATE REVISION LIVING .LOPEa; ■:DRAN® HECK 10/16/17 RDS REVIEW � IWOOD I LOPE•.'.: • / II.11i , I 201 I 12/04/17 PERMIT SET ® II 5'-yg" .II ' I I :. SL'OPE.,+', O -'� RECESSED `ORTAL 15 O I� I ��' FIR: URE' 1 ■ v SAFETY'11'I /�'...� •N I ■ l I_II ' :-' GLAZIN'.li. �.I,7 III ROOF CANOPY I r ,■ I ■ ®i II - . 11„ BEYOND GRID G ® HOSE v L� . •030"X:�, t -..�. SAFETY BB C� I� 11 DRAWING DATE:12/4/17 GLAZING ECK III .I Imo■ SLOT DRAIN 4'-6" 6,6 _I_1 6' 16' �� N FLOOR PLAN E -�__• IED Ilk O © © ® O © O O 1 UPPER LEVEL FLOOR PLAN An IVED SCALE:1/4"=1'-0" {ram•a/,)/2017 ASPEN O O OHO O O O 13•-11" 5'-6. 5'-2" 5'-S'1" 4-02 10,4" I I I 4 ® I I / REFERENCE POINT FROM SITE PLAN ED 33 0" 1 I I I I FLUE SCREEN WALL —1-FLUE — — — iSCREEN d ir 0 1 I I GREEN ROOF 3 BS PER S F I I1�,��• 'A. 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I OVPBD Tir 1 TL1 I� 12/04/17 PERMIT SET 0 — TI O L6 1 RECESSED ROLLER =:.FLOOR SHADE POCKET WITHIN "-, L7 1L1 1 I 1 1 L1 1 L7 1Li-'F DROP CEILING 14j�6 IJp _'FOLOOR ,�� DRAWING DATE:12/4/17 }Li 1 IrI I4 Nt i 1 Lt 1 ttt ., N LIGHTING PLAN 0 1 2 3 O4 5 O 1 MAIN LEVEL FLOOR PLAN /��\ SCALE:1/4"=I'-0" i T T T 0 T O LEGEND D LOW VOLTAGE MONOPOIT DUPLEX OUTLET - - SURFACE MTD.FIXTURE H SWITCHED OUTLET(ONE SIDE ONLY) )- WALL MOUNTED FIXTURE I °c= GROUND FAULT INTERRUPT OUTLET �_I=1_ RECESSED WALL MTD.FIXTURE e, WATERPROOF OUTLET wa I I SURFACE MTD.FLUORESCENT 220 OUTLET STRIP LIGHTING QUADPLEX OUTLET IIOD LOW VOLTAGE RECESSED DIRECTIONAL L] FLOOR MOUNTED DUPLEX Qs RECESSED SHOWER LIGHT CD 1 I I • FLOOR MOUNTED QUADPLEX PICTURE LIGHT <aazl I _ I 1I�,I1 !ulI I �i!i ��.. I 0I�� 1 IIiI I' !I I'' ' II TV TELEVISION 4 EXHAUST FAN �iii1lll I...�� Ifl ^1R,�,��J V TELEPHONE li KEYPAD C=CONTROL RECESSED ROLLER ,I '1'/' I Agra,JI A OR B UNIT SHADE POCKET WITHIN �!IIIWWW�.�� KEYPAD# DROP CEILING �I■�;;(■nl' IIUII . II •111=:■ =F COMPUTER OUTLET/FAX I p1.4 �.i � ®� RECESSED ROLLER ❑1 TELEPHONE FLOOR OUTLET SWITCH I i- gi,i i �.�.�� SHADE POCKET WITHIN 'r°W � Li DROP CEILING SWAY SWITCH I so u i RECESSED DOWNLIGHT ' �! sm MULTI-WAY SWITCH ' 1 — ti i - — PENDANT FIXTURE C71. -{Lt 1 l i 1 1-1 'M.BATH /,- �, DIMMER SWITCH I .1 "L1 1 1 TILE 1i i ,,•' L1.i\ RECESSED DIRECTIONAL °s DOOR SWITCH I- j:_ I L 4,i_ ill ®. CARBON DIOXIDE DETECTOR4 SPEAKERC \)O — — I L11�. Lit CI L_ �J �I L"t — — — O ®SDz SMOKE DETECTORS © CAMERA �/ I- _ 'I BEDRO 2\ 1 1- O CEILING FAN W�Go 1 1 HER,C 'SET 1 Z ' _ wq"q � , W T L1 1 pl �I D Li 1 L1-2 =-- L 0 4 I — 00 CO 1/1Cr)PANTRY HIS:C0OSET J 2 LLJ Q Q 120' Li-2 • Q :: ooD 4GD o LIGHT FIXTURE TYPE MANUF. LAMP # % (n < L1 1 1/A( Li-� 206�LV 1 WOOD Li 1°°� > O �Y r. ° I ' CO �D4• ■ IL— ��O _ O L1-1 4"RECESSED HALO LED 157 59/o I 1 1 L 0 IL _on'o J Hnu L1-2 4"RECESSED HALO LED 18 6.5% O Lit TLi2 0 w 1 L1-3 2"RECESSED ASPECT LED 8 2% CO �ii �Li-1- I LII °- I LI' n, I I - r _1 1 I " 1 II I / RECESSED ROLLER L3 PENDANT TBD TBD 3 1% SHADE POCKET WITHIN �j DROP CEILING �—f if ' g'I 1 ' � {I • 1 L4 PENDANT TBD TBD 16 6% 5. I ' I I 1!- GI l (- L IMF RI".I L5 LED STRIP GM LIGHTING LED 2 1% ' n i1 u I' I 1 `.ii Q I i I > ■ 1 I i I L l m� _ L5-2 STRIP LIGHTING FLOS LED 8 2.5% — L • I 1 li �` I; `I L5-3 STRIP SPOT FLOS LED 7 2% 1 �, � -Li 1 I � � � , , --L7 1 ��L_7 1 DECK It. I 1,1,11. 11.1r4,11 I L6 MICRO-FLOOR MODUX LED 3 1% M1 Dl SCONCE TBDy l LED 10 4.5% ■iE. _I I i I - Il,i■liE IIIVi`■I Ili E QI�I "i1 1 I D2 SCONCE TBD LED 13 5.5/ RECESSEDROLLER I ® 1011II l..IIh 11IIII 0,1 �L1 i D3 PENDANT TBD LED 5 2% SHADE POCKET WITHIN p �� p .( DROP CEILING D D4 SCONCE MODERN FORMS LED 4 2% O I - -Li1- O � L71 -1 � L1'1+ Lit ' I I _ 7 D5 PENDANT TBD LED 2 1% I 111111111111111111- UL-1 UTILITY LITHONIA LED 11 4% ii 1 L5. L1'.I i Emir 0I�sII I S2 III II i zt�, 0 a F i !1 I = I) RECESSED ROLLER , I Ili I...II.�'l1 Idiom I - 1�• ( u-. I ARCHITECTS SHADE POCKET WITHIN / _ DROP CEILING 4 ` • --E}— 1 Li-1 Li-1 Li-i — 'Ll i $ I I_ I II 215 S.MONARCH STE.G-102 II i I ASPEN,COLORADO 81611 I I II p 1970.544.4856 WWW.S2ARCHITECTS.COM 52 u HILi+i � )one-f._1�1i o oo f C�/T BALLAST10LB5 PER S.F._I � I_ `� DATE REVISION O ' I VII@I�PUUa► 1 -mg PO - - - - - IE'm� ^}} :I 9 0 ■ • 10/16/17 RDS REVIEW �O� ��I=ir_ I I I 1- m ` 10, I L4M 12/04/17 PERMIT SET HOSE ®I L1, _ L L1 1:. - - BIB I O — — I. Q I — !Mil Twill 0 I ua i•1 T c '— , ., _.I T l� _ I� — I _R— IRE-EATUR — I RECESSED ROLLER '-P�°' SHADE POCKET WITHIN tL7 i '__,i L`-Mi lb I _ DROP CEILING _ �� I / \ S-- �� - ��_ �/ �,_f'-�' WORK • t ' BO D 90 °RKS r T.PLY DECK- L4 1E 111 I RO I 'ECK 01.11111 _ EL EV:121'-91/4"I II C 111111 I _ .. _ l l l l DRAWING DATE:12/4/17 -Li III I �iEll _ L1-, il �nl 1..'I 0 DN L4 11 I I I � I - � —_— — BALLAST 10LBS PER S.F ELECTRICAL PLAN , 0 FIREPLACE \ FLUES 1 UPPER LEVEL OR PLA O 5 (I) 1 ROOF PLAN IVED SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" A el , i 1/2017 ASPEN CHIMNEY 1-1KUJEC I ION<15 FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4A 0 ,. 1111410 0 0 FLUE SCREEN(SIZE AS REQ.)ROUND 0 A 0 PERFORATED 18 GAGE PAINTED STEEL W/2"X 2"STEEL CORNER POSTS <my 4ewi T.O.DECK RAILING d.. .LAST MOUNTED-PAINTFLUES BLACK ELEV.1251-2 1/411=8027.0'1. .1;!.. 11111111111111.... Noma ring, HEI.T OVER TOPO TA.-#5 HEIGHT +: RARieJNFGDwEALKL Wiiiiiittl VIIIMIN tli iti,r,,-,lopril!iil• , , . . ELEV.1221-11 VT=8024.7911. uti:,;Ty . CEDAR RAIN-SCREEN 0 MAK! 1 ,1 1111 VII nwrn,k Ili n,u i',1! ,A'i i!it 11 ii , , IR! , 1,11 I I I HEI HT OVER TOPO TAG/0 T.O.PLY @ ROOF ELEV:1221-6" * VERTICAL SIDING 7., ...-:-<"-.0.PLY @ ROOF DECK k 41 Hann Hui minumuma lull nmilon t METAL STAIRCASE ,.....--". ELEV:1211-9 1/4"‘7.',67 At all exterior doors,including upper level decks, Ii..6,,,_ i`..-L.'),-k.,,."' B.O.DRYWALL CEILING k „_ provide the elevation of the landing on each side LA METAL CD WINDOWS --:-/EMIIIIIE1=1.. El I ELEV:1211-3/4.'6" of the door and the height of the threshold above ''\B.O.CEILING 6 SOFFIT k ) the landings(this can be spot elevations and/or ELEV 1211-(1.‘,. As' -'-yr'4 1.5"LIMESTONE PANELS M :I,E11117-==_ details).Doors may not swing over a greater I _'2 than 1 1/2"threshold.Distance from exterior INTERIOR FIREPLACE 7---- -...m.......k landing to top of threshold may be a max of 7 -'474--Wt , GLASS DOORS ,- ...••• ••••=mmi .) N S •it ' 3/4"if door does not swing over the step.(2015 IRC R311.3) 0 ----.... ..-•• • 451-9k b .4 INVVVVIVNEVEMMINIMI, 1 r6 te67,t‘%.,41S. ,. ...r.----,------7-. .... k ...... 1 , ONE-STORY ROOF ELEMENT "- T.O.FINISH FLOOR k. - . .&..."" • **-A. ELEV.1111-3" 'Ir CEDAR RAIN-SCREEN , .iiTi.0,_.0P3ILY,4. ,.._ LT- • ,.L.L...,,,04* ,k'''"9 / VERTICAL SIDING 1 ...7......'- PM r samm.=m. I . a•.11.11- -.!=0- .!6 LISSIS1===i1Mli _ N TE.0L.EpV.y a L DECK,7 -4- '• ' • •s4f CEDAR .STONERAIN-SCREEN P E L S B.O. CE[I_LLEG: SOFFIT11.1a0-61 ; ei.11,24%C,' ,7,,,, 110.' .‘' ====mir!- 44,' I b"."' -. - -" , I VERTICAL SIDING 14 IFF NIIII 111 11 I 1 I 1 9‹ .44 I ! MOMMEMIMEMMEI .H 1 1 LL1.1: :: 7 ONE-STORY ROOF ELEMENT ,. jr ... OVER GARAGE DOOR 6====. W t.) e4,'" ---)04:-N;14_ CEDAR FENCE gr • MENOMINEE= 1 'MPF ' 7_,„-- 0 %,•:-..k.' ' ( 1 vi !1.1.,•,;,( mik 1 in -______-- • . ..,.. ' III' II FINISH GRADE @ PAVING Boozy • 444,4. , CONCRETE' EXISTING GRADE RETAINING Et 1 I 111.II 11''''' mere- :: n,66 ..,., AFIE: i L 6 1 6.6=6111ffliiiiiiiii FPI .61LIL"61/1111 1 111H111:1 '':T tli:::: : ===== 7 \ T.O.FINISH FLOOR-MAIN dA. g 1102,A Zoning Comment: "TEVV-iiIIL III '--•- ' -,- --All - kr• ill--.,, 1 i 1 i . EXISTING GRADE -,,-,- -,,-,,-,,-,,==,-,,-.=,,-,,== -II 1,-,,-11-(=','i'7;=,, CC T- -11-11=H-H-S-H-H-H-H-H-H-H-1-H-1-1-11-11-H-1-11-11-H-H-11-H-H- -H-s- - -m-i-H-0 -H-0-0-Ag _L,_,H-i-u=H-H-H-H-H-H-1-H-H-11-H-H-H-H-H-H-H-H-H-H-11-11 H- -II-H-H-H- -11-11= -II-H-H-H- , , , ELEV.100 0 8000.5' ''A AV Sheet A3.1 Elevations(South and East)add perimeter I,-,11.1';,,,i -11-4,ii• .,-ii-ii-i -11-1- -ii-ii=n-ii,1-11-1-ii-ii-; --ii-ii-i-ii-i- -1- -1-1-1-11-1-11=e- 11 -11.11 II II-11-11 II II II II II II II II) II 16 II=11 II II II II II II II II 1 6 II 1 I 6 II II 11=1 II 11=11 6 II II H-II- L-L=11.E=9-,- --I -)--..... : . ik AI4. 11=H=M=Hd=11=H=H=B=H=H=H=1=H=1=1=H=H=H=m=H=H=H=H=11=H=H= =H=I= = =I=I=H=H= =H=H=H=1= H=H=H=H=H=H=H=1=H=H=11=H=H=H=H=H=H=H=H=H=H=1=H - 0 co facade.AddandidenfifythentreStrialvegrades(na- -H-1-H-I.-H-11-H-1I-Ilr-H-1 -H-I- -H-H=H-S-1-H-1-H-H- -H-H-I-H-I- -I- -1-1-1-H-1-11=1111=,41=H-H-H-H-H-H-H-H-H-H-H-H-H-Hz-H-H,-H=H-H-H-H-H-H-H-H-H-1-H-H-1-1-H-H-H-11=1-H-H-11-H-H-H-11 H H l*IgHWILwIlHwHHO-H-H-H=SH 11 11 II II 11 11 II 11,11.11Hflwil.11.11 LI 0 SheetAI2Elevations(NorthandkiVest)againplease 711.,LT,T)111711 liAl 1,44ThigTEll 1A,= =,1 1T7L cL7,-L,1LAgA,A,M,441A0T1,4AAAAAAA,M,AAA=u1, ,ThiThi=ATIIT=i,LIANI,L,1,441 B.O.CELING, ,Liic,,L1, L,4M,44MA,44M,10,4ThiLTLLWaH pereachfacade.AddandidentifythernostrestiOvegr.1:7)1="-H-H=H-H- -11-11-11-1=110=1=S=H=H=IT=S=H=H=H=IHH=H= =H=I= = =I=I=H=H= =114141LIILH=4=H=1=1L1=1=H=H=H=H=H=H=H=1=H=H=H=H=H=H=H=H=H=H=H=H=H=I=H H= =1=11=11=11= ,H=11=, =11=11=11=H=11=11=11=H=1 ELEV,9-s" '11. .11=11=11=11=S=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=Ril=11=11=H=H= =11=H=H=1=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=1=H=H=1=1=H=H=H=11=h=H=H=11=H=H=H=11=H=H- - - - - -1=1 11=11=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=H=H=H=11=11=11=H=11=H=1 a j a 12 finished/proposed) I a- -A-11-H-H-H=H-11-H-H-11111111HHHHHH-H=11-11-11-H-H 11 11=11=H-H-11-H-H-H-11=H-H-H-11=H-H-H-H-H=H-11=11=H=H=11-11 U) 11 -11-11-11-11-11-11-11-11-11-11-11-11-11-11 -14-41-11 I CC CC n :I' J 't Li j rr_ 0 -- 0 _ a 0 T.O.FINISH FLOOR k 0 Z ELEV:88,2 3/4"", co CO„a7 Lii T.O.CONCRETE A. I- CL 1 SOUTH ELEVATION co 1 .0.FOOTING A. I < 1 1 1 1 1 1 ELEV:87,10.=7979.625's, SCALE:1/4,1,0" C W> Vec*,i , 1 s*,.:w_ii,_ .14,... . CC ., 40_,:-.0,',,- -.-;'61=-1e V; -": 7,4,, CHIMNEY PROJECTION<10'FROM , •'CP ..1.`i_ ''td-- '41: -if' HEIGHT OF BUILDING CONNECTION 00-.4e ' -4--44p. . .1 PER 26.575.020.F.4.A. FLUE SCREEN(SIZE AS REQ.)ROUND 40, k , ',T. ..1d 4 if Wi 0 0 4 4.; 1!,"11,*,r4.-''''/-,0' 0 PERFORATED 18 GAGE PAINTED STEEL W/2'X 2"STEEL CORNER POSTS BALLAST MOUNTED-PAINTELUES BLACK ‘TA4',#: V -,-# C\i--7- . 4 vf,*lit CEDAR RAIN SCREEN 1,,:.:r..4#4.t".4r, fr.i$ T.O.DECK RAILING A, ---...1_,„aA • ,. Vil -=„..;"4.• VERTICAL SIDING •. —..,)•1,' 1-::T4'--t,-: -.,.-S' .410 ELEV:125,2 1. , .."491,4*-Twe 3ria, ,'dr- Iiiiiiiii5!5n#FW! T.O.ROOF . ', Ai T .1'VA,'-%. II .. .....,6 • iiiiiiiIII4iIIIIIii\IIIIIi il Th ,THoEpIG0HTTAOGV#EiR I I 1111111116' T.O.PLY @ ROOF DECK,L, t2:,‘- ss•-&. •Titiy... #',...4,. '"\ kir--,-"U--% , . 0 '-'.1'."-'7-"'4'.:4,4. ME / ELEV:121,9 1/4"4.-F •.,,s.,-ve- -....„: 4,7.,..b ',pi,. r-1.7 , , -.•v 24/1, ..: A14 4-41,42. .4-4.4. ••-41' 4.--- - , III'ittkV T IIIHIIIHIHIIIIIIIHIHHIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIHIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII um B.O.DRYWALL CEILING 4,, .- `.8-A-','S.'''"I'r4W-,,-- ' . , r ..,te.4...." '• ,lk- ELEV.121,3/4"',' 1_-.Aln.s .7.,,-,,,e1-,.. V. 4`,P.-.4... ".. B.O.CEILING+SOFFIT . '''.-- -• 6 6 .4.h-r.i-:-.`=-2-'1,1 --V‘-'7 METAL CLAD SOON • . 1,:.)1:1i ) 4=6 a GLASS DOORS 11,045'.11M:.7. . ,• .,.:_.7 .. ,v1 S 2 CI Vqtr4.,,i4t__ -I' llill,%'714,W -1Z,Y7 • .64 ,, c .4• •=66,7: ,,,„LV6 4,,,_ ...,,4140 1477.VIK.16'.664*'':'-.' '4.0.. GLASS RAILING II _.0,..,..,,, .)).•.6....Ve 4', - t t .18 .1.15,,-- i- --,,•,,0 774', :4'2,4' -J-,,,,./.,a,- :-. ' 4, 1.: . ,..,:;,','',:,-(''.;,:t.:.:Pli;-, -,,,, .•._ .•,, 215 S.MONARCH STE.G-102 .%, 1111 1117 •--,-6,1: t0,--,4,;:4 Al": • Zr-trz. ..4,,,....‘.,-.1-44fig --:-,Y,:. , p1970.544756=2= il ! TD.FINISH FLOOR 4 CTS.COM ,. .1.3e - :'-,':-A-4..4.4• 1,--,,r ,.. ELEV:111'-3" .,,.A..--.Z".11- . At,..y... • li' itEMIRAMOSIMMMILEMESSEEMMEMIeJEWEIVEWWWWWWa-- -,''''' ,4-- i'lli,_.,- ii, ,-.4,00„IF-...d_ ,.p..„.y, 4, IMEIMBEINIMIEMEMEMBEEMEMBEIr 117 11!II MIR!II!II!II III III IIIIII III PIM HIM III!II II!HI!!III III III!RI :I it-oP3L/4"'4' -, "1.1,'F-7;3t.,44.,'..-,-.'.-; - --v 'ef.Wig,5"-%.'-', § iniii ,. • 0 T•,tt, IMIMIE " „ „ „ 11 a 11 11 11 N TE.OL.EPVLY©DECK .--..2" I II II II lip..########### ELEV:110,8 1/4"4 :1 L .....,•01 -N., • VA: - DATE REVISION ,.%04 ,, ,,N',..V' • iiim mill 10/16/17 R DS REVIEW IMP111.5,0" '). AT4 4.,y, . ._; ,r6gt-,,..-- --.,_ .r-.. •L................,•••••1••••............... '.-,Jskkl.,, 4:''' , sn' ''...-ge, ' ,A 1.25"STONE 341#2I A Alt, e•••=r,-,i---A,_,,,,:,:4,6.4' ,.Alt,,;-: , ratiMailie METAL COLUMN WRAP 110.47:77: -, L. r?L' •4" .p.41. -'4.--- 0 0 0 N ' ® i 2...-V 74::\;,-• ,0 . vArraniaz..... Afth I b .-- FINISH GRADE @ PAVING ate,FINISH GRADE @ P80AV012N0G MESSEMBESEEMBEESSE N2. 8002.0' .'r •.,.,',''' ,Il EXISTING GRADE MIMES rimairdmilmwm / EXISTING GRADE 8002.0' / 8001.5' 5 • 1 `=- '?'.' ii fi• ..-4 .FFERPRIMPRNW T 0 FINISH FLOOR-MAIN A imummummuumulu „' ' 1\1 IIIII ill .......-----#---.,.,,:III.,,I,. I„.„',-11. 'L----„, -_- 1 _!_,,1 EL Igl_Ell i'l L,1, I, 1,_1,I, 1, 1,,i i 1,___.,___„__ .,1 :_.... ;_iJIHL „ 1 il A ELEV 100,2 1/4"=8002' I. .tr " ill 11 ! . , H H H H , ii H H H H H 111=a=11=11=i,'1111±1111- - 4ij-11-1111H =IT=r1=Tr. ” r=n-WHIIII-11 =1=T1=1 ,.11- 11'±11-H=H-11-d=i1=X,H-Tp=11=H='=HHT=11=11=1 1 11,11!FII=H=H=S=H=H=H=S=H=H=H=S=U=H=H=D=H=H=H=S=H=H=H=II=11=H=H=II=H=H=H=II=H=HHFAHH=H=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=S=h=11=H=H=J=H=H-11-,H=P=H-S-H-H-H-SHHHHh-11-h-O-H-H-11-- , , =11-=117L7LL77=7=77=7T=T -H=i1-11-11-H-H-H-H-H-H-H-H-H-H=1I=U=V-ff=H-H-H-H-H-H-H=H=H=H=H=H=11=11=H=H-ff.sHli=sH-H=11=11=H=H=11=11=H=H=11=11=H=H=11=11=H=H=11=11=H=H=11=11=H=H=11=H=H-H-H-H-H-H-H-11-H-F=1T=W=R-11=N=Tiii-Z-11--flHHUT -IIHmHHUH -5-11-11-11-H ..-.-.-.. _ . H=H=H=H=H=H=E=E=E=L=E=E=E=L=E=E=E=L=E=E=E=L=E=E=E=L=E=E=E=L=E=E=E=L=E=E=E=L=E=E=E=L=E=)1=EL=E=E=L=E=E=E=L=E=E=E=L=E=E=E=L=E=E=E=14=11-H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=HUHHfU=H=US=H=HH=0=h=h=m=s=11=ii=H'-n-HHH=H=I;=H=H=H-H-,... ,. _ . "N=7-Ina474774474774474774474774474774474774E7,177447744774474•FIT144-ULT47447474744747474474747447477gT4N=annnannANNNMNNNMNNNMNNNMNUMNNUMNNUMNNUMNNUMNNUMNNUTPM-1-M-TaiaRIA7AUWATanngnUMNNUMNNUMNNV=g= 11=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=11=H=H=H=H=H=H=H=H=H=H=H=11=H=H=H=11=H=H=H=11=H=H=11.=41:=R=J1=41=A=11=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=H=11=H=H=11=11=H=H=11=11=H=H=11=11=H=H=11=11=H=H=11=11=H=H=11=11=H=H=ft =li,R=41=44. =11=H=11=H=H=11=11=U=11=11=11=H=H=11=11=H=H=11=11=H=H=H=H=H=H= DRAWING DATE:12/4/17 H=H,H=H,H=H=H=H,H=H=H=H,H=H=H=H,H,H=H=H=H=H=H,H,H=11.11,H,H=H.H,H=H=H=H=H=H=H=H=H=H=H=H=H=H=11=11:H=S=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=H=II=E=H=H-H-11-H-UH-11-S-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H-HTI'II: III, 1I117111 fl-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H-S-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H-11-H-H-H-11-H-HU 11-0-H-H-H-11-H-H-H-11-H-H-H-11-H-H-H-11-H-H-H-11-H-H-H-11-H-H-H-11-H-H-H-11-H-H-H-11-H-H-H-11-H-H-H-11-H-H-11-11-H-H-11-11-H-H-11-11-H-H-11-11-H-H-11-11-H-H-11-11-H-H-11-1 =11=0,1111-H-HRHHS 1111H111111H11110H 11HHIIHHH111111111111111111111111HHHHHHHHHHHHH - - - - - I T.O.FINISH FLOOR: I ELEV:88'-2 3/4"1. vve 1.7 CONCRETE4 .7 NG ' 2 EAST ELEVATION D SCALE:1/4,I-0" ELEVATIONS A3 lerIVE ,,,a II I I ELEV 87,10.=797°9T.6125', ' ,271g72017 .,,,,...k. 'HIDING DEPARTMENT CHIMNEY PROJECTION<10'FROM HEIGHT OF BUILDING CONNECTION PER 26.575.020.F.4.A FLUE SCREEN(SIZE AS REQ.)ROUND wee�� 0 © ©n, O BALLASTPwr;O.�MON(SIZE S EQ.)ROUND BLACK 7 ®� T.O.DECK RAILING h nmmmmp HEIGHT LIMIT ELEV:125-21/4=8027.0E -•� T U0 ROOF hh .0.11'L., ELEV:122'-11 1/2" 8024.791E Y IM$ HEIGHT OVER I IIII I I �IVI 11 1 'HEIGHT 0 R/ T.O.PLV ROOF �� TOPO TAG#1 �V 1I I II 1,11,l1 111,1 Al �I,1 III vI I�.,'ill 1 II _I,1 I'1� II� ' 'I I IIII IIII I III I, I, .1I TOPO TAG#2 ELEV:122-6^',- i, JI II III IIIIIIullll .I __ _ A " CEDAR RAIN-SCREEN I - /PLY @ ROOF DECK k y, VERTICAL SIDING III I I 1 II1IIII1I11 I li 4 R / ELEV:121E-91/4" ,f? � I;• II B.O.DRYWALL CEILING �, 4"la' �s,'-'_ 6,„ METAL CLAD WINDOWS 0 ELEV:121,3/4"', - .•,-' r'M1�"� \B.O.CEILING+SOFFIT 4 ELEV:121'-0" {�4-�' PO a_• _'.� e-T'd'I t td‘ AII# 11 O Ri f: �,_ �fd " GLASS RAILING --- o .4S :>,,z 1 Cy b n , 1 rI el ")pti t. .. / T.O.FINISH FLOOR F. �N f I, LZ' �`1' mx - r: bbh / I / ELEV:IT'O T.O. . � ] F, WillYiliOiff:Al LT ;' � 1111111.11 I IV W I W W W 1 1 1111111111 III T.O.PLY bI a`E'` , ELEV 110-81/4 �II�Cre 0.111:11=81. - - O.CEILING+SOFFIT O �'"II,, I., of ELE09-21/4" a /_ N SbT;x f4i� O OD �I " Ei 111111111 0EDAR FENCE -- • 4,^ F=E.7j�i /Vu:iS�22.. k �.,II ® te IIt,;iQ'' ¢ Y '!�F I021 FII illli t y1�" h z Imo.1' Y&6d H 1.25E STONE II!®�Is _ I II' III IIII 'PAVING V'gCg+- LU _ '. `u. t L-ems PANELS IIII IIIIIIIIIIIIIIIIIIIIIII ' �•-�Q� r ,�+^Y' ��x. 1.25 STONE I' _I�� - iI)II I I I� CC. CD ©Ip]t��'1 d + 'I'Y f'Y <'t t' PANELS I�L•_�r rn I- IIIIIWIIIIIIIIIIIIIIIIIIIIIIII� = _ - _�i, 6 T.O.FINISH FLOOR MAIN ` J—1 w / �6a� ® ELEV 100,21/a 8002 II—II—II-II-II-II-11 II ■ — —I II II III II II II II III II-II-'II-II-II-II-IIII=1 W O .ill II n I— 0—I I —u--n u—II=1I—I 11= I Ii II , —ii it II 11=ii II II h II I._ II=II-II-II-II-II-II-II-II-II—II—II-II II-II-II-II-II -IL-II-II-II II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II II II II-II-II II-II-II-II-II-II-II'-11-11-II-11-II-I'-�I-i—I-1�' 1- II-II-II-II -II-II-II-II-II-II-II-II-II-II-II-II -'4 -u=ii-ii-ii-011=If=11=II=11=If=11=II=11=11=11=II=11 011=I 4-1111 0111LIA1=11=11MIN-4011==It=-0-0II=11=11=11=II 011II=0iinI1`7I=11=11�IIt=1I=i1=11=I1=I111=11=11=11=11=11=11=I111=11=11=11=11=11=I1=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=�-- -'-`A/ 1=H-H-11-H-H-H-11-H-H-H-11-H=H-H-11-H-H-H-11-H-H-H-11=11=11-H-H-H-H-H-11-H-H-H=11-H-1=H-11-H-H-H-11-H-H-H-11-H-H-H-11-H=H-H-11-H-H-H-11-H-H-H-11-H-H-H-II'=11-H-H=11=11=H=H-11=11-H=H-11-H-H=:H-H-:H-H-H-H-H-H-H-H-H-H-H-11- Li — 0 r - -1=11=11-H-H-H-11=11=11=11=11=11=11=11=11=H-H=11=11=11=11=11=11=H-H=11=11=H-H=11=11=H-H-H-H-H-H=H-11=11-H-H-H-H-H-H-H-H-H-H-H-H-H-H-H=H-H==11=11=H-H-H-11-H-H-H-11-H-H-H-11-H-H=11=11=11=11=11=11=11=H-H-H-H=11=1=H-H-H-H-H-H-H-H-11=11=11 4.4A -ii=ii=II-11=11=1111-H-H-H-H-H-H-H-H-H-H-H-11-H-H=H-11-H-H-H-H-H-H-H-11-H-H=1=11'=11=11-H-H-H-H-H=H-H-1=H-H-1-H-H-H-H-H-H-H-H-H-H-H-H-H-H=11=11=11=11=11=11=11=1=11=11=11=1=11=11=11=1=11=11=11=11=11=1'=11='=1i=11=11=1=11=11=11=11=11=11=11=11=11=11=11=11- U _.._. .. .. .. .. .. .. .. .. .. .. 11=11-II 1I-1-1-II-II-1-1.-1-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-1111-:11 1=11 IIIIIIIIIII1111-11IIIIII-IIIIIIII-IIIIIIII-II 1=11 1=11 IIII-1111II1 111111II1111111 1111-11-i1-11-11-11-!I-11-II-III-II 11-IIII-IIIIIIII-IIIIII-II-II-II CC - 11=11-IIIIIIII-II-II-II-II-II-1111111111II-II-II-II-II-II-II-II-II-II-II--II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-11=11=11=11=11=11=11=11=11=11=1=11=11=11=11=11=11=11=11=11=11=11=11=11== H-1111=11=-H-1111=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=II'=11=11=11=FH-H=11=11=11=11=11=11=11=11=II=11=11 CC CC 11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=1.=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11:=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11:=II-II-II-II-II-II-II-II-II-II-II-II-11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=IL=11I _ =11=II=II=11=11=II=II=11=11=II=II=11=11=II=II=11=11=II=II=11=11=II=II=II=:11=II=II=11=11=II=II=11=11=II=II=11=11=II=II=11=11=II=II=11=11=II=II=11=11=II=II=11=1t=11=11=11=11=11=11=11=II=11=1=II-II-II-II-II-II II II I - - - w O I II=11 lI-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-IrII-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-11==11=11=11==II-II-II-II-II-II-II-II== - - W > O � oz I- w- T.O.FINISH FLOOR NORTH ELEVATION I-CC 0- 88'-2 3/4"� SCALE:1/4'=1'-0" < I CONCRETE, 111 — T.O..O TO. LU 1Fall protection is ELEV:87'-10"=7979.625' required at windows R2 and W1 where the bottom of the opening NW is more than 72" CC F above finished grade ,,y. T 11,E and is less than 24" ?} ;I�^ -? _ L } AI �^'a4 y � r above interior finished �� a''''°�5; ® — \ '- 1IIIJ �� 1 YI / CHIMNEY PROJECTION< floor.(R312.2) o'_-" - "-3 I `I �j 10'FROM 4, ,/ '-.:7 Y�i[S J/ HEIGHT OF BUILDING CONNECTION O 0 0 `-�� _ "I- �G�,yu l(� O ROOF DECK 0 a 0 I 0 " � dd 4 PER 26.575.020.F.4.A. ..d 4 J I -��re ( ) ✓ n ct RAILINGWALL �� 1,6 ;nAFLUE SCREEN SIZE AS REO.ROUND 1� rT.O.DECK RAILINGp._r)�_ "�lh� PERFORATED 18 GAGE PAINTED STEEL �_ r+�• k,- '','�:X_ 'ftl:-_P HEIGHT OVER METAL HEIGHT OVER iy cj.��[y� J ELEV:125'-21/4"=8027.0'��y.��D i�p7/'- W/2"X 2"STEEL CORNER POSTS £££££##, y p 'w / A, TOPO TAG#3 STAIRCASE 3'-e" TOP.TAG#4 HEIGHT LIMIT '1 �M i _.is�i4:, L�'tr -4 BALLAST MOUNTED-PAINTFLUES BLACK P- - T.O.ROOF " C /' ("" IY /'- I I .f;--_!81_�i�� ELEV:122'-111/2"=8024.791E• �7 F� 3t N y HEIGHT OVE' 11 ii I 11 I I[ 4y I I 1 IIII ` HEIGHT OVER �. o�-r r-, T.O.PLY ROOF fl 41:4- �,�. f �� may, ��lIII'IIII� j$ ..h g F p IA 3,, 1I, �� '4 lI� �� (11J- TOPO TAG#2 II�IIIII LjIj.L..j'� I �II�'IIYII \IIII'�IIOIIIf 1I II�I11�1�tllltllY I11�i lilt I iI �I iI iI iI iI iI iI �I I I, TOPO TAG#6 �u�� ELEV:122E-8" y L I / '. II III II A i 11 IIII I II _ �'>< T.O.PLY ROOF DECK / ' .-" N , 1 1 1111111111111111111111 , n, . IIIIII I11 IVI II ID II II Ii IIPJI 'I I �lli!U .0 CIIII H III.I �il1 I..;',_ „y CEDAR RAIN-SCREEN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�II Illllll�llfl�llllllllllllll� 11E1 I .'"''I WIIIII�IIIII�IIIIII IIIIIII .�I'w i T -.'t"v 'x a ELEV:121E-9NG J,�r+l-/;' VERTICAL SIDING I� �.� �J ��+f B.O.DRYWALL CEILINGh�� I d'w-?' - I' ' Ell _ =;� �a�. ELEV:121E-3/4"Y M ETAL CLAD WINDOWS ----- ------ �yyg 1 ,, :'{ "1 - I ,1a,c\,t -,!;1 1ol ,4 \B.O.CEILING+SOFFIT k �W I / 'y_7gr �.r'7:.;P1r ELEV:121E-0"P' d e ,i�. I d I AAPP I fti i:, 0 I 0 s17-14: 1�� s ARCHITECTS A.cp L i GLASS RAILING I I —ri.„ �Tlf Oi ., I m s 215 S.MONARCH STE.G-102 RM mmP t- ��, `' I �I jl{J1 �� N 0ASPEN,COLORADO81611 K,� t` !�" rg� CEDARRTACALSDEEN � I II.I III�III�I� �IIIIIIIII IIIIIIIIIIIL \ �III/� I I �1Q"S ' "a"..'.. �W' TELEV:ISHIFLOOR4 ci LL p197D.644.4866 WWW.S2ARCHTEDTS.CDM �S. \II Y y'' ,{ . I'G=- ._ i ��m�� m��m��1��I��II��Ylllu��Izll, I�III I I III�I��I�IIIIIIVIIIIIIII�IIIIIIIIVIIIIIIIIII� EllinillE11111111111111111111111111111111111111�� - " �� EOEVL,(�DECK b z ril, "34 II(\V �mMmillill „ 2 - 1Y1^ B.O. ELEV: h DATE REVISION .,v 1.5"LIMESTONE PANELS I II1�I 1 exr':K4-s I� ✓ Y 1 =� I'�4/,> .:`�3 �'.x�1 ` _ I 101 .: < '� ?1 10/16/17 RDS REVIEW - 1 3 y'I+'ssCEDAR FENCE 001101 i `��_7 qg J,�` ELEV.109 21/4 ,2roan7 PERMIT SET Wi,,',y,� ..:' )1tlr'S �� u�lp �� i— 1 I =�,. e ;.„,4�,>r _ak: i`r' ND t'� :F�6 '�` E2 �� E,TE. �`�j�`r' '`-'lY ,"?,1' �".,l.�c / T\ 4 'D(y'--`R-- 1 I v _ __ __ . . . . Q 9'1'I I 4 3la� 6 4, y\ ZZ �1 w'"�S d' I y✓ FINISH GRADE PAVING -=BOILER-LUE - ATI• FINISH GRADE @ PAVING �^ 4Z+G 7' 11• ,S 'G',� 1p ,4 sm.:14. 8002.0E 1111111111111.1 I1..<11iI ELEC. Ac0• AC I 3 ®� 8002 0E f dS 'T `�C' I \ (“ EXISTING GRADE / PANEL EXISTING GRADE 1i\ I it ., 8001.5E I III TOFINISH FLOOR-MAINII I�I!�� - II��I ILII A� - •. u- a--u-u- _ 1.=I: - "-II=i1 II 11-11- II Ir=lIl1-II- =11- II-II-II-II I-I-II-II-II-II-II-II- - - �-II-Ii II- - - - -.I- a-H-P- .. 1 11 f=1 . ii 'T 11 f f=ii=ii iI II=II=II=1 11 11=11 II 1'11=11 11 H-H-11 11-11=1H11 11 H-H-1 1-I-11=1 11 H-H-1=11 H-H-1=1: 11=1=1"11�11-H-H-H- -H-11-11-11-11-11 11-11-11-11-11-11-11-11-11-EIIEHEI#H-11-11-11-H-11-H-H-u-.:-.-„ 'III=i1 I-- =il-il=11=IIII-11=11=11=II=1111 II1111=11=11=11=11=11=11=1=1=1=11=1=11=1 11=11:=II=11=1=11=II=11= -- - =11=II11=11=11=11=11=11=11=11=11=11=11=1=II=11=1=11=1=11=11=11=II=1=1=11=11=11=11=II=11= 11=11=11=11=11==H=H 11=11 11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=111:0=H =11=1-11=11=11=11=11=11=11=11=11=11=11=IIGII=II=uF=IF-11 -.. =11=11=11=11=11=11=I=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=1=11=11=11=1=IIII=11=1=11=11=11=11=II=11=1 =11=11=11=11=1=11=11=11=11=11=II-11=11='11==11=11=II=11=1 1=1=11=1-11=1=11=11=11=11=II=11=1= =11=1=1-=11=II=11=II=11= =11=11=11=11=11=11=11=11=11=II-11=11=11=11=11=II=11= =11=1111=11=11=11=11=11=11=11=11=IIII=II=I=IIII=11=11=IIII-11=II=11=11 11=a=u-1 11=11=II-11=11=11=II-II-II-II=II=11=II=II=II=II=11=II=11=II=11=II=11=II=11=II=1=II=1=II=1=II=1=II=II=II'=II=11=1=II=II=11= =II=II=II=II=II=II=II=II=II=II=II=II=III=II=II=I=II=I=II=II=II=II=1=I=II=II=II=II=II=II= II=11=II=11=II=11=II=II=11 11=II=11=II=11=II=11=II=11=II=11=II=11=II=II=11-I- II- ll-ll- - -ll-II-II-II-1111-II-II-II-II-II-II-II-II-II-II-1111-II-II-1111-II-II-11-11-11-II- =11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=1=11=11=11=1=1111=11=1=11=11 11=11=II=11=1 �_ =11=11=11=11=1=11=11=11=11=11=II11=11=11==11=11=II=11=1 1=1=11=111=1=11=11=11=11=II=11=1= =11=1=111=II=11=II=11= =11=11=11=11=11=11=11=11=11=II11=11=11=11=II=11�11 II-II11 11=11=11 11111=11=11=11=I1=1111=11 11=11 11=11 11=11 =11 II 111=11 1 1=I=11==11=11=11=11=11=II=11= _ _ _ _ _ _ _ _ _ _ _ _ _ ,_,1_ _,1_ _,1_ _,1_ 11=11=11=11=11==11=H 11=1 411=1111=11=11=11=11=11=11=11=11=11=11=11=11=11=1' '_ „H=11 _ _=H=H -11-11-.1-11-11-11-11-11-11-11-1I-11-11-11-.1-.1-1�-11-,-II-11=11=11=1I=11= II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-I-II-I-II-II-II-I-II-II--III-11-11-1-11-11-11= II111111 �I111111 �I111111-�I=1=11=11=I 1 11 �� 1 11 . � 1 1111 �� 1 11- =11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=1=11=11=11=1=11=11=11=1=11=11=11=11=II=11=1 =11=11=11=11=1=11=11=11=11=11=11=11=11=11==11=11=II=11=1 1=1=11=1=11=1=11=11=11=11=II=11=1= =11=1=1=11= 11=H 1=11= =11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=III` 11=11 u111 a=u11II II 11=u=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11'=li=li'-11=11=11=11=11=11=11=11=II=11= 11-II-11- - - -II-II-11-11-II-II-11-11-II-II-II-II-II-II-II-II-II-II-II-II-I-II-I-II-II-II-I-II-I 11�=II=11=1=II=11=11= =11=11=11=11=11=11=11=11=11=11=11=11=11=1=II=11=1=11=1=11=11=11=II=1=1=II=11=11=II=11=11= 11=11=11=11=11=11=II=11=1 1=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=IIII) li=11 =u 1111 _ _ =ll=u=u=u=11=11=u=11=11=11=u=u=11=u=11=11=11=u=u=11=11=u=u=11=11=a=u=11= DRAWING DATE:1 2 4 17 II II II II II II II II :II :Ilkllll II. 11. =11:=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=II=11=111111111111111111 / / -IgIIaI HHHHHHHHHHHHHHHHHII II \ O O O \ \ 4 ELEVATIONS 111111111111111111111111 IIIII IIIIIII IIIIIII IIIII T.O.FINISH FLOOR hh // ELEV:88'-2 3/4"4 T.O.CONCRETE T.OLFOOTING h Y ,v 2 WEST ELEVATION A3'. Ii�E ELEV:8T-10"=7979.625' T SCALE:1/4 -0" c 12 11/2017 Acnrki 3UILDING DEPARTMENT AI lar O O � O Q T.O.DECK RAILING 1 ROOF DECK T.O.DECK RAILING '-2 1/4"=8027.0' ILINGWALL ELEV:125'-21/4"=8027.0'� 4•'•- „., HEIGHT LIMIT / �ip�-�, ) T.O.ROOF A le N/ WOOD SIDING ELEV:122'-11 1/2'=8024.791'Y ELEV:INIISHED/DDECK .4 S 8 WOOD CEILING / T.O.PLY @ROOF I ELEV 122 6' N. \ 'a J T.O.PLY@ROOF DECK, p h 7.0.PLY @ROOF DECK m-",•-•••••7 S'- 1111/111Ii1i1�1AAAA III �i 'll ' 1�N1 ELEV:121 91/4'"7 '. ?Td. V ELEV.121'-91/4" _ ' ' ' ' B.O.DRYWALL CEILING Z `"$ ELEV:121.-3/4" ..F,, ME11AL STAIRCASE \B.O.CEILING+SOFFIT A ,t \ ELEV:121,0"Y METAL CLAD SLIDINGry ' `s¢�(._r GLASS DOORS a kk, 1 `� _ LIVING O -Szg,a'yG' -i>•4..y 1 201 1 �'�j,i"s.Y�!- a �� II`` GIIASS RAILING 1,- f,' , griilte F�, T.O.FINISH FLOOR h y1 _�,1Y R- ... ..... _ _ I ELEV:111'3" Y � lr '!.'. a.14 `'� Z �,' T -� ... III I l�r. / T.O.PLV •:4 f �' �aiw �- ? O , -. - r�..l rt-`1 ELEV 111 DECK 4„ - 4 r -` �t1i!i!i�i!i!i!i�i�/iTTimi1!i!i!i!i!iwwi�i� �mi�iTiTulilililili�►tt�titi�i�ililililili��i0ili��1 �e a � �' \T.O PLY @DECK h ��'t' +/`�sf �'S..'ie -1 IQ�1 • _ 1� � ♦� ♦ - , ♦ '""��1 ELEV 110 81/4'`r N\ 1.G '��+�d�Y,�.�,�, j11 a�� w,:.,m B.D.CEILING*SOFFIT r"& �s�4» ?I'� �"" _ ELEV.109'-2va^"7 _� F.S- , MLLI k„�/�,, "�" • _ 0 r �'%1;fi • 3' i��' GARAGE LAUNDRY - ENTRY m � U"'f.+-' '''` 1d ( �a D 1 1as 1 1oa 1 1 101 1 .. �— " • n F� 1k _ = FINISH GRADE @PAVING W, _ D � 8002.0' a 1b l - `' I� _ �� , § EXISTING GRADE 1 - OQ t, LJJ 1♦Fr, � r / -- 8002.0' i "I I ' CI 1 IO Q,01, _ ��I-11I 11=111r+n- �r� T.O.FINISH FLOOR-MAIN • ^�s,..•+ ��- - ��,-100,2 cc T I II II II 1 1 II u u u Ev.1oo 31/2 II II II a—i •. .1�,, --I u- "�'T 1 u u:.II -u-� Qo 11=11=n=11=ii-ii 11=11 II-I 11-11-11-11 II .° ... -Il� M11j1�1�1�1�1 llliT'�1111TI11111T =1=II-II-f-11-11-II-n=u=u 11.11-II�II'- a u"II n-II-n-II a=.:, 8000.5' � Q I_I- -TC -II-II-II II-n-II-II II-II-II-11 II I �j.jI LGC'q L�;llTld'iIIA.R'C55tiI .1,GM.I IGGiian.,;L.R1.l5Lt1.YGGCl51.11,r.G1ai.IRR`ri55E;ISG1'IGL�,Ibd7'I'A 14 11 I dCCSL,,. 1AdC6� 1=.n=1Ir1�-:1: -Jl-n-n-R= -1T-TC= = 1T=1r-II-II II 0-I,. _ _ _, %t A4 - =11 11=II=11=111-110 f Illl�lllllll .' ,,. 1 1 � � �� _:�•i1�•• • ' 1I A� 1-11—II II II-11-11 II-II-11-11 II-11-IId11=l1-11=11II II1111111111=1111�111�II"11=11-1I T -.—.1I -.-. 1f1f-III 11-11 U 11=11=1 COLLJ Lu 0 11 11=11 11 __ _ Eli _ B.O.CEILING _ _ _ I II1111IIIIll11 _--,— - — _ -. 11„_I� ELEV:97-6 llll•�'ll11�I1111 lL�l lI�I II�I ILII IL,.IL�I II�I11 11.1.ILICII 1�111111 II II I1 II II II 1111 II -II�11 Q co l 11 ll=l�ln=11 I II II=ll ll s ' O 11—n=u u • BEDROOM -' BATH 1-11= "v O I-II-II II .-f m " II=11 111 II/L 1I ;.--j• 1 002 1 001 1 =11�1 m O W , T.O.CONCRETE 11 11=11 11 j I II — co"ELEV:91"-0" II II-II II - I II-1 T.O.FINISH FLOOR II-II=1T TI .. �7 I II r Cl_ 11 1 11 II I 1 II II �1e = 1 II=I' ELEV:se'-2 3/4• Cr) "_" " 11-" " " = II=111� T.O.CONCRETE 1 NORTH ELEVATION Q II II II II J II II II 11 11=11 11 11=11 11 11 1=11 ELEV:88'-2" SCALE:1/4•=1,0" CC T.O.FOOTING e II-II=11 II '':II=11-II II II-II II II-II-II-II II-II-II-II II II-II-II II II II-II II II II-II II II II II II II II-II II II-II-II II II II II II II II II II II II-=11 -II-II ELEV:87'-10•=7979.625' II=11-II-,. :11 11 = -II I=11=11 II 11=11=II-II-II=11=11 II 11=11=11=11=11=If=11=11=11=11=11=11=11=11=11=11=11=11=11=II-II-11=11=11=11=11=11=11=11=11=11=II-II-1=11=11 II=11 W II=11=11 II=1=1=11 11=.11=11=11=tl 1=41 1=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=a=u=11=.11=11 =II--II II II�II=11 11=11=11=II=11�1=11=11=11=11=11=11=11=11=11=11=11=11=11= =11- =11=11=11=11=11=11=11=11=11=11=11=11=11= =11- -11=11=11=11=11=11=11=11=11=11=11=11=1=11=11=11=1=11=11 1 II=11=11 II=1 -III 11-II-II-II-II-II-11-II--II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-11-11-11-II p 10 rya. 1 r 1 I :Y © tc- C r 1, 11)VW Nilir ,,, ;ate;- ��pp1'P ,(= �;5 9 -,$, �3- ---^ my T.O.DECK RAILING 1r - �_ • su C�,°.}Y - 6 y"{ ! i -— ELEV'125'21/4" 8027 0 4 '� _ .- ,k3 c 1, 4 i 'kc... - `!'lh 4' T.O.ROOF "_5y. r1WA A T _V ET( v �l + )> ELEV 122 11 1/2" 8024.791' _ w I I 1 y ' _ WOOD SIDING \ > m' _'t l J I 1 x I � I „/ "1. a y i BWOOD CEILING T.O.PLY ROOF hh / ' ryL' - �- I.I. ........ ..... . ............ -.. --.............. -.... ......... - E tW 1j`� III ELEV 22'-6'Y MI•P" tS• 81 j• y .........�� I.. ........................ 1. ... .I l...'.�� __Ak\ __,j_�S_I_ ._. /PLY @ ROOF DECK } . J.ti , C a -e t 1 � �Tff� Tf��tf � ��TT 1 1 �itt ��Tl� S- ,(5 y'kr + �111N///111tL/1 r1/1/1/1t111P1//0/1//111P1/////A//111P//////1/11111t1/1/D/1111//1//T/11�11///1T1/111P1/10/1//111P1////TA/11111�1 ELEV:121,9 1/4 Me(T 5{•dIP ! I• I �;�1 rllVffii,'�iT11/'111�19TT'11111r1/T1G11.iTtiffl►'1Tf9T111rff11'1Tf1111T1if1'''irrlriTTfff111rrI1TTT'ff111r/1 f17TT/,111/1ff1'11Ti1r11/1'iTTIIt11 /(iTT 111/n/i 4, : 0/, -<' p. . I. +.. .. .... �1 �. �........ 11 �.� 1. ( 1...'.. ��...1 (.... .. 11 !II(,11�/LLL/+:- B.O.DRYWALL CEILING T ,'L./, .-y, - 7�/ .- - B.O.CEILING*SOFFIT 7��/ �grc=a � ELEV.121-0"�P4 ....pot � �R�.�'Nj�8+,�' METAL CLADII— _.-. _ ( .,,.w 'W.::WIT'''' • $n'A SLIDING HERS.CLOSET �'qi�,. j, r1 GLASS DOORS • �J'� 1 �` .� :::,..1.„.„,„,.....„..,4 ARCHITECTS �,'d y 1' y S:� AILING '€ 2"). y„1�' '7N1�-�'0 9 �, I li M T.O.FINISH FLOOR 'O`1^'3 '.s` d'y�r,,, 215 S.MONARCH STE.G-102 "p.c (y,- > I�..�'a ELEV:111'-3" f I 3 ,-" ASPEN,COLORADO 81611 ri�Wnf� /�,. a, ` _ TO PLV lj1• IN -?' - �� :®� g-f s� , p1970.544.4856 WWW.S2ARCHITECTS.COM a_, �• / P`r.. ,........•. --.: . ...�� ELEV:111'-03/4' i,/� �HIII i �11—Nr, r n,rlr �m 1111 1 �� i r ram,'whir" 1.�.,.._ WA tr 1 Tlrrr Ai�4 C,n% 1 11!IiGI Di�ID1/1�,//1:1,1////1/// .... ,.' i LSffi, .. ,51......„6S1�' '.�.., � ,5',1., T.O.PLY DECK �'/ �. t`If �g� all 7 ////tt�t y_. _- �I�A47{��1ti1111 _��/�� ELEV:110 81/4•" J ak1 p -4,,.q� t 9 -1 � a 1 r � � / sl'7nlrn•��,[obi lgj.y >P -p;'+_„1„ - B.O.CEILING+SOFFIT . / ��' ��' 'd,aTi �IMf ELEV:109'-21/4' '}3' (( �`~x •% - p, .a /•'�^ii 2•t? -� ,'. DATE REVISION ,(4N �i .,;- A ��ny - -- \{ �rll C v 10/16/17 RDS REVIEW r1, �;��t'L-/ F-3 TYPICAL FLOOR ASSEMBLY— *al� , j', t y vj�.�•w� ,�LL 3/4"WOOD FLOORING J .0 if Z� Cl •I Y,S Ki_ _ 11/2"RADIANT CONC.SLAB �-11t0,,. IpK �''�j ��Ja''�a" f�'r ^'311' y ENTRY ' STAIR _ G.MASTER �`Ilt/r1 12roa/17 PERMIT SET 7'67�':9 tat Ei 101 - 3_�'2 23/3214.TJI�-210 JOIST a-- ` h� ^L 'l..+1�+,� s�111 rids C- 00 - 1007 I91/2"BATTDROP CEILING 110 8002.0' l a /( I � ``� 6 1 FINISH GRADE@PAVING `.'c�6 . � G 'S /,17 , SIS"GVPBD. EXISTING GRADE /�7y1 1 a+r,Qa:Jc 1 ', ,�! FINISH G{EADE @PAVING - INTERIOR FINISHhmmt 8002.0' ^7'�' f,1 EXISTING 8002.0' T.O.FINISH FLOOR-MAIN -.Uz . q j�� 1 8002.0' . Ott .. ��...id! ... ...... .. ., ELEV 100 - n n l - '21/4• 8002' ILix i� A.r 1 r I I , .. .. .,-.,-d „-, ,-u-u-Il-u-II-II-II-II-II-II-II-II-II-II-I= tYllllKl 1111t 1111t1tK1 rllliii'IlltllYt tt..111 tI11111 till 'I ll 1111 t 117 TIiiKI 11K11YTlt�r11111 l 9 1It111trit11111t11t11tY,,. _II=u_1_„_ _,_„_„ II'11-11=Ir�TI- I'--ll-1r=11-II-.-„-„-,.-„-.. 1 i i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,,,11L 11 N , 1 11 11/1/, 11 ,111..41 41 1/ III IT 11/ 11/ ,I,t1 1 11111/1 N1�11 1L 1//111 11 ,/0111 /I//�I I INILI 111 _ _ =,I-II-IId,1_,_ _ _ _. .,-„-„-If u-II-II-II=11-II-II-.II -1-11 - III-.II=-II-II-.II-.II-II-II-.II-II-II-II-.II-II-II- ' ��(j�',1'�,�'��Wry�J ,1(J�� •• ,1(•�11 L/�i, I y} / �l 1[, I I — — - —T II I 1111IIIIIIIIII II-- — BOCEILINGIIIIIIIIII-IIII II-11= _ — _1 DRAWING DATE:12/4/17 11BEDROOM 111 T.O.FINISHFLOOR "1 TO0E- _ ..._.. .... ..., __.. ..: ....,. .. .,-.....-. .... ...., .. ... ..... .,.,... .. ... .... ..:. .... T.O.FOOTING h er 1=11, 1=11=111-11=11-11-11-.II-II-II-II-II-II-II-II-II-II-11-11 II-11-11-11 II II-II-II-II-II-II-II-II-II-II-11-11 -_ - - -= II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-II-1II-II-II-II-II-II-II-II-II-II-II-II-11-II-11-ll-11-11 '�,•== ELEV:87-10"=7979.625'Y 1= =11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=1=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=1 1-H- -H- =1=H- -H- -1-H- -H- -H=H- -H- -H- -H- -H-11-H- -H-11-H- -H-11-H H=11-H- -H-11-H- -H-11-H- -H- =1-H- -H- -H- =11=H- -H-11-H- -H-11-H- -H- =11=L=1=ll=ll#1=.11H-H-1ll 1 1 H- 1 11H- 1 1H- 1 1 1 1-1 1 1 1 1 1H1 1 1 11 1 1 1 11 1 1 1 11 1 1-1 11 1 1 1 11 1 1 1 I 1 1 1-I 1 1 1H1 1 1-1 1 1 1 11 1 1 1 11 1 1 1=ll= =ll=ll= II=11 I=1 -H- H- -1=H- -H- -I-H-1-H- -H=H- -H- -H- -H- -A- -H- -A- -H- -A- -H 1=H- -H- -H- -H- -H- -H- -H- -H- -H- -H- -1=H- -A- -H- -A- -H- A- -1=1=H-H11#H amH- - =H-1 2 WEST BUILDING SECTION A4■ I 1= -11=11= =.„;- - ,,,,„- 1=1=1=1=1=1=1=1=1=1= ===1=1=11=11=1=1=11=11=1=1=11=11=1=1=11=11=1=1=11=11=1=1=11=11=1,„, =11=1=1=11=11=1=1=1=11=1=1=11=11=1=1=11=11=1 -=„I„ _ I �I11- n=ll, ll SCALE:1/4•=1'-0" , 1 Indicate in your sections and details how you will accomplish the air sealing requirements of 2015 IECC table .1.1.Indicate the continuity of the air barrier O D-2 ROOF DECK ASSEMBLY and where it is located throughout the building.Note fR-09 MIN) 1 3.5"CONCRETE SLAB O 5 ® 7 locations that require caulking,sealing,taping,etc.Note DRAINAGE MATT R-2 TYPICAL MEMBRANE ROOF ASSEMBLY which components are included in the air barrier such as ROOF DECK AMERICAN HYDROTECH WATERPROOFING CLASS A ASSEMBLY(R-09 MIN) spray foam, TAPERED FOAM SYSTEM VEGETATION-SOD-PERENNIALS P Y gypsum,housewrap,and/or exterior RAILINGWALL CEDAR SIDING 23/32"ADVANTECH PLY LITETOP INTENSIVE MEDIA(9.5'+) insulation.You may have all of the above but you need to D-2 ROOF DECK ASSEMBLY 7.25.LVL FRAMING 1 SYSTEMFILTER GARDENDRAIN GR30 OR GR50 pick one continuous barrier and stick to it.It needs to IR-49 MIN) 7.25"SPRAY INSUL.(R-09 MIN) 6" q 4"DOW STYROFOAM INSULATION follow the thermal barrier.The better detail you provide, 3.5"CONCRETE SLAB WOOD CEILING ASSEMBLY HYDROFLEX 30 8 ROOT STOP DRAINAGE MATT y T.O.RAILING WALL \ T.O.RAILING WALL ,l MM 8 SHEATHING the easier it will be for the contractor and inspector to be AMERICAN HYDROTECH WATERPROOFINGY $ �_ ELEV:125-21/4'=8027.0' ELEV:125,21/4"=8027.0' 3/4"ROOF SHE successful.This is a new 2015 code requirement in lieu TAPERED FOAM SYSTEM .i PLANTING 16"BC!JOISTS q 23/32"ADVANTECH PLY -- ♦ of a blower door test. •7.25"LVL FRAMING AT CONDITIONED SPACE 6"SPRAY INSUL.(R-30 7.25"SPRAY INSUL.(R-49 MIN) . i 11�,Iyl WOOD CEILING ASSEMBLY M I' D3 " R2 I I II I I 6 FIBERGLASS BAIT INSUL.(R-19) W6X25 - IYI INTERIOR FINISH / ♦ \ T.O.ROOF A O-RAILING STAND-OFFS MOUNTED y w / P BBLE B LLAST ,,1�11 11 11 6 Fm2��,,, "-11 1/2=g02q.791' `� •,:, 0J0J0J 1/2""TEMPERED GLASS TO STEEL STRINGER TO.FINISHED ELEV:122 DECK 1 $ ELEV:I122HED 21/DECK I• - .. I T.O.STEEL i ■ y T.O. 122'-51/q" TO MEET IBC 2407 TIII '�6 ' "/"� ��`.r $T.O.STEEL 1 T O PLE \ROOF 9E/4K } $ ELEV.121©'9 OOF DECK 1 .,. " " " I ' I ELEV.122,STEEL3 3/q" EEV:121'-73/4" I• •.n. o. o... �a ra 'N /1 I1//'�. � - 1�1 11 1 1 1111 ■ II I ^ B.O.DRYWALL CEILING B.O.DRYWALL CEILING 1 i J I J °A .>,.>,�,,.., .> >,> DRYWALL WOODCEILING ELEV:121,0 3/4" �} \ ELEV:121'-03/q" METAL STAIRCASE ► C \ B.O.WOOD CEILING+SOFFIT $ B.O.WOOD CEILING+SOF-1T __ III ti O ELEV:121.E 0:: ELEV:121:-0:: T W14X233 W-3 TYPICAL WALL ASSEMBLY C-1 TYPICAL INTERIOR CEILING ASSEMBLY (R-5 CONT.R-21 CAVITY)MAIN LEVEL C1 1 X 3 WOOD SLATS O S2 1/2"PLYWOOD PAINTED BLACK Li 1 X 3 VERTICAL CVN CEDAR S FRAMING MEMBERS XX S-2 TYPICAL EXTERIOR SOFFIT ASSEMBLY 3/4"EP BLACK CEDAR FURRING STRIP L FRAMING MEMBERS METAL CLAD SLIDING EPDM VERTICAL DRAINAGE STRIP / LO (R-191NSULATION) I 1 1 GLASS DOORS REVEAL SHIELD BUILDING WRAP REVEAL SHIELD BUILDING WRAP STYROFOAM SIS STRUCTURAL SHEATHING(R-6) W-3 IC 1/2"PLYWOOD PAINTED BLACK / ` 2 X 6 FRAMING SE LIVING 1 X 3 WOOD SLATS V 2"SPRAY INSUL.(R-12 MIN) 1201 BATT.INSUL.(R-15) �. 4,'' -1 T�II AL DECK ASSEMBLY OVER LIVING 5/8"GYP.BD. Z. f ) Z 3/4"EXTERIOR STONE PAVING INTERIOR FINISH : LIVING b' CONCRETE SLAB OR SETTING BED 3"-0' 1'-3" SLOPED I II r y um 1201 I m ' / / DRAINAGE MAT F-2 TYPICAL FLOOR ASSEMBLY 11" CARLISLE CCW 500 MEMBRANE OR AMER. C. HYDROTECH (2) . CD 5/8"WOOD F-2 TYPICAL FLOOR ASSEMBLY TAPERED INSULATION SYSTEM MIN(R-10) r 1/8"SOUND MATT+GLUE 5/8"WOOD 23/32"ADVANTECH PLY CO 1 1/2"RADIANT CONC.SLAB 1/8"SOUND MATT+GLUE 91/2"LVL JOISTS 0 23/32"ADVANTECH PLY o 1 1/2"RADIANT CONE.SLAB X 6"SPRAY INSUL.(R-20 MIN) W 0 14"TRIM JOIST 23/32"ADVANTECH PLY FIBERGLASS BATT INSUL(R-19) 91/2"BATT SOUND INSUL. I- 14"TRIM JOIST INTERIOR FINISH F2 DROP CEILING O 9 1/2"BATT SOUND INSUL. ® 5/8"GYPBD. a 4 CR LAURENCE BASE Q O O DROP CEILING F2 (n INTERIOR FINISH H w 5/8"GYPBD. D1 -I SHOE B5LNC RAISED POST © INTERIOR FINISH �� -�\ / T.O.FF INT+DECK 1 T.O.FF INT+DECK N © O cv / \ ELEV:111'-3' ELEV:111'-3" \ \I\I\ \q\ i[ nlit 1---` T.O.ROOF ;.:� ----- ------ - - i T.O.PLY �,�i� 7 .` ----- _ _ _ —. T-� _�y,>>I III III-III-III III III III III III III III III III III III 1III,? _ eii_ CC 1 r T.O.PLY $ •E I ��II ■ell II I I I I[all I I T.O.STEEL a .. ELEV:111'-0 3/4' ELEV:111'-0 3/4" '-"'-''' � I 1��:�•• _ � 1. _PLYWOOD @ DECK h 0 0 ELEV:110'-11 1/4' - l Y \ I - Itl�ryryl�� rr 1r 1 ( T.O.STEELFli III T.O PLELEV.110'-81/4" \ 1 - �'��'4. St i" b ELEV.111-1 1/4 a .. ( 71y_■ Ill 3� \ ELEV 1a 8r 1 4" B iff T T 1� ii •, .- �" - `7h\ B - FIT `� � � _=/ -=A • • 'E `/ . I 4•_,.1/11� 1I ' J I' B-2 Cn T CO '""" "P�a ACEILING+SOFFIT '} } B.O.CEILING -ice , - Lis,'I� O.CEILING+OSO FE h EXTRA DROP CEILING IN 08, ELEV:109'-21/4" V.109'-21/4" / �- ELEV.109,21/4" Y CC < 0 W12X120STEEL I STORAGE ROOM W12X120 ,--- W8X56 ,____II •/ - BEAM �� / ► ' 1 y O x x / LJJ W-2 TYPICAL WALL ASSEMBLY 1�""" XX W-2 TYPICAL WALL ASSEMBLY (R-5 CONT.R-33 CAVITY)MAIN LEVEL 3 •IIC p :: (R-5 CONT.R-33 CAVITY)MAIN LEVEL 1-1/4"STONE VENEER G 1-1/4"STONE VENEER (MASONPRO)SPLIT TAIL ANCHOR SYSTEM 'C' (MASONPRO)SPLIT TAIL ANCHOR SYSTEM CC WALLSHIELD BUILDING WRAP WALLSHIELD BUILDING WRAP STYROFOAM SIS STRUCTURAL SHEATHING(R-6) I i - O O STYROFOAM SIS STRUCTURAL SHEATHING(R-8) 2 X6 FRAMING W-2Iq q - 2 X 6 FRAMING 2"SPRAY INSUL.(R-12 MIN) p G RAGE O1 °1 W-7 2"SPRAY INSUL(R-12 MIN) BATT.INSUL.(R-15) LAUNDRY • ENTRY BATT.INSUL.(R-15) 5/8"GYP.BD. 105� F-5 TYPICAL GARAGE FLOOR(R-49 MIN) 5/8"GYP.BD. INTERIOR FINISH - I 103 101 INTERIOR FINISH u EPDXY FINISH \ 4"RADIANT CONCRETE SLAB SLOPED TO DRAIN L DRAINAGE MAT l o, c AMERICAN HYDROTECH WATERPROOFING F 2 TYPICAL FLOOR ASSEMBLY p o v TAPERED INSULATION 5/8 WOOD o \ �/ 23/32"ADVANTECH PLY 1/8'SOUND MATT+GLUE PRESSURE TREATED SILL PLATES/STUDS/ ALUMINUM BAR GRATE Z - 1 1/2"RADIANT CONC.SLAB SHEATHING PER(AWPA U1)+AMERICAN 11 7/8"JOIST FRAMING W/HATCH PER CODE I c23/32"ADVANTECH PLY HHEATHI CH BELLY BAND WATERPROOFING+ 6"SPRAY INSUL.(R-30 MIN)C- � / F5 117/8"JOIST FRAMINGLADDER TO EXTEND FIBERGLASS FINISH (INSUL(R-19) CAPILLARY BREAK WITHIN 6"OF GRADE 9 1/2"BATT SOUND INSUL. F2 TO TOP OF LIGHT WELL X \� _ GYPBD.CEILING C; �Yl l �� INTERIOR FINISH(LEVEL 4) DROP CEILING W10 X 19 STEEL ^^ `� 5/8"GYPBD / FINISH GRADE @PAVING ��""-• "\-I J INTERIOR FINISH 8002.0' - T.O.FINISH FLOOR-MAIN - 0 i BEAM / \ C �^ �I ELEV:100,21/4'=8002' / $T.O.CONCRETE WALL �� ",� ' v\ J T.O.PLY-MAIN h a ELEV:100,2 FINISHR00 80 2' ELEV:100'-31/2" }� 1�—f��- �. 1.. I x ,_.:..b ... _. ... `.` �/ ELFV 100:-U' Y MAIN • ',;-- - r " o to t \ \ \ l\ T.O PLY-MAIN ,.,.,,_____ _.,.,.,.._ ._.,. _.,.._.._ _ _.,;., y ,.._.,.,.,,,,, ... -:. IS` I ,I T.O.CONCRETE WALL - s®e. ELEV 99-8 3/4" �} yr , It .I-1 =LI I-I I-I 1 I-I 1 I-I 1— ■1 T.O.PLY GARAGE ELEV'100'0" I� '] ELEV:100'-31/2" _ _ — _ 0 I II...II ...I. .. II A. T.O.STEEL / 4 I t/ ////////////////�//////// /// �IIIII ///// ////// ///////////4I 1.1=11 LI11=11 LI11M I I-- SL _ I—III—III I� ELEV:99,934" P T.O.STEEL IIL_III—III 1► 1 �1 1A��i1��A�A� � JI�1/ 1AI �� `° 5AXDUC1WOR. ►� e—III—III—III—III—III— Ili II $ LEV:99'-7 ��I 1=III=III=III III �I •H 1=111E111E111=11I—III m tEl 7A 2 HIGH .- GARAG. _ ____ ARCHITECTS _ _ _ _ 4 $ELEV:90'C OE/2"WALL I 1LlW W W '; I �� , : ..... a—1=111=111=111=111=111— III 111 111 11 I I 1 BELEVE97,6" E EVC97I6G I- 215 S.MONARCH STE.G-102 — — — —III—III—III—III—III—I I =I I=III=III—III III: — ,I/ III=III=III=III—I 111 I I ASPEN,COLORADO 81611 1 I 1—III=III=III—III III III III-W- —11 p 1970.544.4856 WWW.S2ARCHITECTS.COM II I II 11I I II I II I II I II I II I II I II I 1 •. x I 1 III Complete all detail IF _— I callouts left blank on 1-11-111=111—III 111 > - • MUA5.11-5.2 111—II 111E111E111E111-111 W 1 - I11-111-111 111=111 'II DATE REVISION 1-11-111E111=111 11I BEDROOM BEDROOM W-7 BATH _ STEEL EGRESS LADDER :I I I_I I I—III III—III 002 002 001 =-111 III III I—I 111 - 10/16/17 RDS REVIEW _ m m m I I I1111 I1111 1 1111111111 1 11111111 2 04/17 PERMIT SET ZURN DRAIN TO _ _ 1=111_ 111E111=111= 1=1117, I I FOUNDATION PIPE — W-1 TYPICAL FOUNDATION WALL _—III=III =III: w mMBLY _ R25 MIN) _ 4'RADIANT CONCRETE I 1 L= =111=_ XX '� 1/B"ENGINEERED ON GRADE ASSEMBLY F"1 TYPICAL ED 8 OD. A MATT R TILE BEHIND I BASEMENT WALLS D INSULATION(4-150 ,e 1111 I I I II I II II11 II II I 1_1111 SLAB 5/8"ENGINEERED WOOD,CARPET OR TILE 5/8-ENGINEERED B WOOON D,ADE CARPET E TILE PREPRUFE i63"PLUS WATERPROOFING — — — SLOPED DRAINAGE —Iiiiiii II I1 ---iT�111E--11—:(- — MATT - 4"RADIANT CONCRETE SLAB 4"RADIANT CONCRETE SLAB 8"REINFORCED CONCRETE _ _ _ III 111E ..._ / I \ PREPRUFE 300R PLUS UNDER SLAB WATERPROOFING PREPRUFE 300R PLUS UNDER SLAB 1/2"FURRING SPACE =I 1 1=11 I—I 1 I—I 1 I I_I I- 11 AT.O.CONCRETE WALL I6� I. I II I y \ 2'CSPRAY FOATING AS M INSULATION(R-10) ACTING AS RADON BARRIER 31/2"LOOSE FILL INSULATION SPACE I-I-11 I-1 11-1 $ELFOUN 90,101/2" — — — I IN 4"GRAVEL BED 2"SPRAY FOAM INSULATION(R-10 5/8"GYPBD 111E111-111-111 111. 1 / W-1 TYPICAL FOUNDATION WALL — WELL-COMPACTED FREE IN 4"GRAVEL BED 111 111 111 111 1 I ' (R25 MIN) — 1-III-III I11 %�IY`Ir�ti'a / DRAINING BASE IN FREE _ _ 3"RIGID INSULATION(R 15) I 1=111 _ _ I� 'd?w7 F1 DRAINING BASE F1 1L11=111E111=111 _ III 1 X PREPRUFE 160R PLUS WATERPROOFING —1 1—III—III—u 1--f `� T.O.FINISH FLOOR TO.FINISH FLOOR / ' 11 I—(1-1 I I, O BEHIND BASEMENT WALLS 11-1 11=1 11—f1—I I I —1 I I —I 11—I 11 II 8 REINFORCED CONCRETE _ _ -• N ELEV:BB-23/q" � $ ELEV.88'-23/4" / _ 1/2"FURRING SPACE -1 1=III=11=111 111 W 1 , / T.O.CONCRETE T.O.CONCRETE \ = 111=111 11=111I n; DRAWING SATE:1`��4�17 ELEV:88,2" $ ELEV:88,2" 31/2'LOOSE FILL INSULATION(R-10) 11111-111 1I1111— .r:. _ .. .' v.J. .. 0 1�...0 :. o. .. a. 0.7:...:,e , <a..,.. � , o.. ;.,,.. a ,.:..8• . o:•: '. :.•..o,. .:e: :,•a o: �o a......l.a ,.,....o a.�.-.� :o . ." 111=111 111111111 5/8"GYPBD. -1 1III11 III ":......... . I .. .. . . ELEV:UT-0"-7989.625' OP \ $ ELEV F870'-10'G 7989.625' .. , �' -1I' I=111=111�I I 1 I6 4 .J J 1 S' �'�'�' �'�'�' _& 1-111111 111 11 x -�-_,� _ _ f„ _ _ _ II—1 —II—III—II—III=II—II I = I II I 1 I I —_1II I —_1II I —_1I_I —_1I_I —_1I_I —_1 II-1I I1—I I _- L =1I—W 1 WALL SECTIONS XX 1 _III1111I11 —1I1=1I1=1I1=111=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1= 1II=111=111=111=111=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111111=111=111=1II 1I1,1II_,III-1I ,, WATER TABLE IS III—III—III—IIIIII—III—III-111E111E111E111E111E111E111E111EI I L—III=III I L-111111111111111E111E111111111111111111111111111111111-111-III—III—III—t—III—III—Ill_1 1 TOO HIGH FORA BASE 1 I I N-111 111-111 111-111 111E111E111E111E111E111E111E111-111_ III III III 11 l III 111_I I I III III 111 111 111 ,,, ,„ WATER TABLE IS FOUNDATION DRAIN s_T�r'}I-� I 1 I—III—I I l—1 11-11 I—I 11—III—I 11—I 1 I-111E111-111— — — \, TOO HIGH FOR A GRAVEL FREE DRAINING BASE FOUNDATION DRAIN 1 NORTH WALL SECTION @ LIGHT WELL 2 WEST WALL SECTION @ UPPER LEVEL DECK A5. 1 SCALE 1/2"=1'-0" SCALE 1/2".1'-0" OR-2 TYPICAL MEMBRANE ROOF ASSEMBLY O R-2 TYPICAL MEMBRANE ROOF ASSEMBLY CLASS A ASSEMBLY(R-49 MIN) CLASS A ASSEMBLY(R-49 MIN) VEGETATION-SOD-PERENNIALS VEGETATION-SOD-PERENNIALS LITETOP INTENSIVE MEDIA(9.5"+) LITETOP INTENSIVE MEDIA(9.5"+) SYSTEMFILTER GARDENDRAIN GR30 OR GR50 SYSTEMFILTER GARDENDRAIN GR30 OR GR50 4"DOW STYROFOAM INSULATION T.O.RAILING WALL m HYDROFLEX 30&ROOT STOP ELEV:125'-2 1/4"=8027.0'• 4"DOW STYROFOAM INSULATION MM 6125EV-FR HYDROFLEX 30&ROOT STOP 3/4"ROOF SHEATHING PLANTING R2 MM 6125EV-FR 3/4"ROOF SHEATHING 117/8"JOISTS uII Vi Vi 16.210-BC!JOISTS 6" 1 I A9 AT CONDITIONED SPACE 6 SPRAY INSUL(R-30 II II I I II II I I II 8 111 AAT W)ONDITIONED SPACE 6"SPRAY INSUL.(R-30 ''�r FIBERGLASS BATT INSUL(R-19) T.O.ROOF IAI III 111 FIBERGLASS BATT INSUL.(R-19) IFr IFr Ir Ir Ir Ir __ _ _ _ T.O.ROOF INTERIOR FINISH ( ) l__•.11 n .. .... \ \ 0 FI FV.122'-111/2"=8024791� T.O STEEL la�. .��.�. .�A a o�4r.a._��.�. .�•�••��; 4��.�#"�.�"� �•��•�•�•�•�• T.O.PLY ^ dOdOd��_ r� ELEV. 22'-51/4" / ELEV 122'-6 TO PLV m W'Cr w XX�.V. T.O STEEL ( j`i��ll 'III�:I�I:II ELEV 1228" E1' I t " TO ST22'-41/2" Il�ffl I .� I� I�I willI III _____,...___�,___,____ _�,�,,, ._..,„„,,..,,..- _ _ __ _ B.O.WOOD CEILING+SOFFIT CEILING I IIILLL _ 1 -- B.O..121,0 DRYWALL7. 1 u: u x.ram. __�-- ,_ �., -_. $ ELEV:121'-03/4" �.�. �._..� `,.�.,.. . -.. ELEV:121,_0,: W14 X145 B.O.WOOD CEILING+SOFFIT S-2 TYPICAL EXTERIOR SOFFIT ASSEMBLY W,4 X233 ELEV.121'-0" W-3 TYPICAL WALL ASSEMBLY FRAMING MEMBERS ® 1 X 3 VERTICAL CVG CEDAR (R-19 INSULATION) 3/45BLACK CEDAR FURRING STRIP CONT.R-21 CAVITY)MAIN EL REVEAL SHIELD BUILDING WRAP EPDM VERTICAL DRAINAGE STRIP 1/2"PLYWOOD PAINTED BLACK REVEAL SHIELD BUILDING WRAP 3/4"X 3"WOOD SLATS STVROFOAM SIS STRUCTURAL SHEATHING(R-6) 2 X 6 FRAMING 2"SPRAY INSUL.(R-12 MIN) ' ` METAL CLAD SLIDING SIR'G NSUL.(R-15) U GLASS DOORS 5/8"GYP.BD. M.BATH INTERIOR FINISH .1 TYPIC . .V•V R IVI 209 Z (R48 MIN) 0 D-1 TYPICAL DECK ASSEMBLY OVER LIVING 3/4"EXTERIOR STONE PAVING O1 3/48 MIN) CONCRETE SLAB OR SETTING BED 3"-0" F-4 TYPICAL FLOOR ASSEMBLY 3/4"EXTERIOR STONE PAVING w T- \ SLOPED 3/8"TILE CONCRETE SLAB OR SETTING BED 3"-4" CR LAURENCE BASE T- SHOE BSL ON RAISED POST \ JL J"L - _ •L SLOPED — IIIL1II'llJlll LL1J DRAINAGE MAT 3/e"MORTAR BED (fl DRAINAGE MAT CARLISLE CCW 500 MEMBRANE OR AMER. 1 1/2"RADIANT CONC.SLAB m r HYDROTECH 23/32" PLY CARLISLE CCW 500 MEMBRANE OR AMER. LL II TAPERED INSULATION SYSTEM MIN(R-10) 11 7/8"JOIST FRAMING TAPEREHYDROTECH Q co 23/32"ADVANTECH PLY g 1/2"2"ADVANTECH SOUND INSUL TAPERED INSULATION SYSTEM MIN(R-10) 23/32"ADVANTECH PLY 91/2"LVL JOISTS DROP CEILING LI..I O 6"SPRAY INSUL(R-20 MIN) 5/8"GYPBD. W 9 1/2"LVL JOISTS Q FIBERGLASS BATT INSUL.(R-19) INTERIOR FINISH 1- S 6"SPRAY INSUL(R-20 MIN) © D2 Liii INTERIOR FINISH F4 D1 FIBERGLASS BATT INSUL(R-19) jr �l 0.0 p 4 INTERIOR FINISH CC'' O © /�hv ' T.O FF INT+DECK \ - • ELEV.111'3" av w W TO.FF INT+DECK ? w\ O i i � ,._., / ELEV 111 0 3/4 �' O ELEV:111:_3" \ J• —T O.PLV F ' I I I / O q I mr r�� `b T.O.PLYWOOD @ DECK " 4 ELEV 111'-03/4" \ o -kr , T.O.STEEL ELEV:110'-6" .I �f y.,. ../.1) ELEV:110,81/4" ��LL / T.O.PLYWOOD @DECK Q O I /Lei 1 little vi�.igla rititi g / '1 i-—��IF4:: '�:'f w h T.O.STEEL 4444 &&&4 44 ELEV:110'-81/4' (Y� in r-iv �� V ELEV:111,1 1/4" (I) JIMIIIRIWiniti � - ++� o�.. B.O.CEILING+SOFFITI's q . •��'. u) ' B.O.CEILING+SOFFIT .�_ " B.O.CEILING+SOFFIT 1/ Q W8x67 / r� ELEV.109'-21/4" - \ CC_ _ $ ELEV:109'-21/4" ELEV:109'-21/4" it S-1 TYPICAL SOFFIT ASSEMBLY / W72x87� W8x2, I I I FRAMING ® W-2 TYPICAL WALL ASSES -�i ,� W INSUL(R-38 LIVING ABOVE) R-5 CONT.R-33 CAVITY M• EE $ ` (R-19 EXTERIOR DECK ABOVE) 1-1/4"ST• VENEER �I - /\ 1/2"DENS-GLASS (MASONPRO)SPLIT TAIL•. HOR SYSTEM EXTERIOR VARIANCE PLASTER WALLS HI •BUTATHIN (RAP ® G.MASTER (WHITE)STYROFOAM SIS STRUC •"•L SHEATHING(R-6) 0' I 110 -- 2 X 6 FRAMINGCC 2"SPRAY INSUL.(R-12 MIN) BATT.INSUL.(R-15) QI - -- 5/8"GYP.BD. m INTERIOR FINISH ENTRY °' Cantilevered floor over ,Ii 1 101 I b unconditioned space. P-1 TYPICAL PATIO PAVING A")II { m .: F-2 TYPICAL FLOOR ASSEMBLY This condition needs 3/4"EXTERIOR STONE PAVING �11'tl - 5/8"WOOD F-2 TYPICAL FLOOR ASSEMBLY _ 5/8"WOOD SETTING BED 1/8"SOUND MATT+GLUE 1/8"SOUND MATT+GLUE _ to be included in the 4"RADIANT INSUL LTED SLAB �I 32 RADIANT CO NC.S AB 1/2"RADIANT CONC.SLAB REScheck. 2"SPRAY FOAM INSULATION(R10) - 23/32"ADVANTECH PLY _ IN 4"GRAVEL BED 11 7/8"JOIST FRAMING 23/32"ADVANTECH PLY WELL-COMPACTED FREE DRAINING BASE jl 9 1/2"BATT SOUND INSUL. 11 7/8"JOIST FRAMING PRESSURE TREATED SILL PLATES(STUDS/ DROP CEILING 91/2"BATT SOUND INSUL. SHEATHING PER(AWPA U1)+AMERICAN 5/8"GVPBD. DROP CEILING PRESSURE TREATED SILL PLATES/STUDS/ HYDROTECH BELLY BAND WATERPROOFING+ © INTERIOR FINISH 5/8"GVPBD. F2 --- / SHEATHING PER(AWPA Ui)+AMERICAN CAPILLARY BREAK WITHIN 6"OF GRADE - INTERIOR FINISH HVDILLARY BELLY BAND WATERPROOFING+ CAPILLARY BREAK WITHIN 6"OF GRADE FINISH GRADE @ PAVING 7 O FINISH FLOOR MAIN - FINISH GRADE @ PAVING 8002.15' T' SLOPE p, ELEV:100 21/4"=8002' T.O.FINISH FLOOR MAI\ 8002.15' � ��p ELEV:100'-21/4"=8002' .......... ......... ........ .... TO.PLY-MAIN . ^ 7 .�. lai `. ELEV.100'-0" \ �$ ELEV�700t MAIN—I I III III III III III lk � -� �� 1III III III IIIIII III all (III SZ III1111111=1111111=1 I—I I I—III III—I EI I I I I I=11 I=1 I I=1 I=1 I I I I IThHHI_J MAX �t 1I I1 11 IGH- I I I_I I ��„� B.G.CEILING _____ _"—"'—"'— ARCHITECTS I_I_ =I I IEI I I=1 I IEI I I III ; ELEV:97'-0" ' 4 ELECEILING 87 fiG + ———= I 15 S.MONARCH STE.G-10 111 111 111 111 111 1 I I " I III III III III III I III—I 11—III—III—III—I I_ ;I I y I I L—III=1 I L—III=1 I I I I I-111=111=111=111—III I' 2 ASPEN,COLORADO 816112 I111E111111=111 111 III=III=III—III—III—I I— p I 970.544.4856 WWW.s2ARCNITECTS COM I' 111E111EI I I—III—III I I -11 II1-1I1-1II111 ® 1111111111111111111111111111111 11 II—IIIIIIIII—III II _ _ _ _ =11 III—III=III—III III 1-III=III=III=III=III' I I I I—III—III—III—III I I . BATH I W-1 111E111-111E111-11: DATE REVISION .III 111EI I I—I I I_I I I III 106, STAIR • I—III—III—III—III—III 10/16/17 RDS REVIEW W-1 TYPICAL FOUNDATION • R MIN)- 001 111E111E111-111E111-11 12/04/17 PERMIT SET 3"RIGID INSULATION(R-IS)=1 I 1 111=1 I 1=111=1 I 1 111 F-I TYPICAL SLAB ON GRADE ASSEMBLY =--_ — (R25 RIGID INSULATIONL FOUNDATION WALL I III III III III III PREPRUFE 160R PLUS WATERPROOFING 1 I 1-111E1 I I III III I 1 '� 5/8"ENGINEERED WOOD,CARPET OR TILE m : 111—I 11-111—I 11-111 1 1 3" (R-15) rn :1-111-1 I I-111-1 I I-111 BEH PREPRUFE WAL WATERPROOFING BEHIND BASEMENT WALLS— 1, 1/8"SOUND MATT+GLUE - F-1 TYPICAL SLAB ON GRADE ASSEMBLY 8"REINFORCED CONCRETE:III I I I-I I I-I I I-I I I I I I i 4"RADIANT CONCRETE SLAB 5/8"ENGINEERED WOOD,CARPET OR TILE 'm — — — I—I I-111EI I I—I I I=I I I I I 111111I I II I II I I I 3"REINFORCED CONCRETE 1/2"FURRING SPACE PREPRUFE 300R PLUS UNDER SLAB 1/8"SOUND MATT GLUE :1 111 111 111 111 11 1/2"FURRING SPACE 2 X 4 FRAMING WATERPROOFING 4"RADIANT CONCRETE SLAB 2 X 4 FRAMING 3 112"LOOSE FILL INSULATION(R-IS):III 111E111=111=111 111 ACTING As RADON BARRIER PREPRUFE 300R PLUS UNDER SLAB 1=11 1=1 11—I 1 1-1 11 11 5/8"GVPBD. EI I II I I=I I I=I I I-III 111--I _____ 31/2"LOOSE FILL INSULATION(R-10) 2"SPRAY FOAM INSULATION(R-10) WATERPROOFING 1—III—III—III—III-11_ 5/8"GYPBD. III 111EI I I 111=111 III WELL COMPACTED FREE 2 SPRAY FOAM - — — — IN ACTING INSULATION RADON BARRIER — I III III III III I I (R,D) II1—I I 1-111EIII—III ,_I _ _ _ _ _ . DRAINING BASE IN 4"GRAVEL BED © I 1 111E111E111=111 111 WELL- DRAINING BASE _ _ O n COMPACTED FREE _ __ __ _ _ _ 1 111 1 111 111 1 How is foundation © _ _ 1�I�1 T.O FINISH FLOOR 11LI-I 1 II 11-111_ _ X drainage to be I I 111E111-111 _ 111 \ d T O.FINISH FLOOR IT _ XX provided? _ _ \ ELEV: ELEV.88'23/4" / 1 - 1 1=1 1 The soils —I I—III—III— —III II l / TO.CONCRETE TO CONCRETE \ �. report calls foraspecifi DRAWING DATE:12/4/17 1111E111=I I I III 111 T.O.FOOTING $ _ _ —_—_ _ ELEV:OO I • III—III— •II—III—III 1 system.uPdovide in :1 1IIIIII=1 1-III ELEV:87'10=7989.625' TO.FOOTING II—II—II—II1 11-111-111 111 I s ..;<^.;^..;^..;^C..;<^..;^.;^...;^.. TIMID�� ELEV.87,10"=7989.625' •' 1 _ _ 11: details for underdrain I III—III I I II _ _ _ _ _ � � 1-111 •11-111-111 system and clarify I.11 rj11 11111 1111 11 111I 1111111111111 1111 111 III III 111E111-111 III 111E _ — _ _ _ — =1 x 1 111I-I II I II I II 1111 whether it will drain to WALL SECTIONS —,., ,, _ =III III III III III III III I—III III III III I I a gravity outlet Dr use WATER TABLE IS �/ III—III-111—III—III—III—III—III I I f—I I1=1 I I=1I1=1 I I ICI 11=1I1=1 I a sump pump. TOO HIGH FORA WATER TABLE IS FOUNDATION DRAIN / TOO HIGH FOR A FOUNDATION DRAIN ail 1 NORTH WALL SECTION @ LIGHT WELL 2 WEST WALL SECTION @ UPPER LEVEL DECK A 5.. SCALE:1/2"=1'-0" SCALE:1/2"=1'-0" 0 R-2 TYPICAL MEMBRANE ROOF ASSEMBLY CLASS A ASSEMBLY(R-49 MIN) VEGETATION-SOD-PERENNIALS LITETOP INTENSIVE MEDIA(9.5"+) T.O. AILING WALL SYSTEMFILTER GARDENDRAIN GR30 OR GR50 ELEV:1R25'-2 1/4"=8027.0' 4"DOW STYROFOAM INSULATION V� fV� V� 1111$ VV VHYDROFLEX30&ROOTSTOP I IIY IA I\ IIIA \! I! N MM6125EV-FR 3/4"ROOF SHEATHING ..r.....:.: 16"210-TJI JOISTS AT CONDITIONED SPACE 6"SPRAY INSUL.(R-30 T.O.ROOFFIFV'199'-111n"=R094791� III II II4R_II4II4II RI II II * ** 11-*11 II II II 11111 FIBERGLASS BATT INSUL.(R-19) II-III-II 11- INTERIOR FINISH } T.O.PLY v�a.a r r r•r•r•r•a r r r•� a r r r•r•=r r r r a ELEV:122'8" / T.O.STEEL 22'-3 3/4" �Iy-ry _$ BO DRYWALL CEILING � . ♦� ___ a e. u ".r!VI""Ii""1/4" x .�� ELEV121'-03/4" / h BO WOOD CEILING+SOFFIT Y ELEV:121'-0" W14 X48 W10X26 - W 0 d, D-1 TYPICAL DECK ASSEMBLY OVER LIVING (R-48 MIN) b% F-2 TYPICAL FLOOR ASSEMBLY 3/4"EXTERIOR STONE PAVING 5/8"WOOD CONCRETE SLAB OR SETTING BED 3".4" 1/8"SOUND MATT+GLUE SLOPED 1 1/2"RADIANT CONC.SLAB in T DRAINAGE MAT L� 23/32"ADVANTECH PLY T CARLISLE CCW 500 MEMBRANE OR AMER. �2 14"TRIM JOIST HYDROTECH y 91/2"BATT SOUND INSUL. m TAPERED INSULATION SYSTEM MIN(R-10) DROP CEILING T r 23/32"ADVANTECH PLY 5/8"GYPBD. 0 Cfl 91/2"LVL JOISTS 33 " .. F2 INTERIOR FINISH �/^, 6"SPRAY INSUL(R-20 MIN) D1 3'-32 A 3'-11" 3'-11" 3'-102" �. V J w 0 FIBERGLASS BATT INSUL.(R-19) f Q II.- INTERIOR FINISH - • r^ Q > 0 TO FFINT+DECK vJ LL H O ELEV 111'3 1 O ` TO SLY y . �:� .- .-.._. _,...._..,.__.,a R I4NG WIR CESSED WALL MOUNTED ..: .�'......:. 1 J ELEV:111'-03/4' RAILING W/RECESSED BRACKETS 'RS E EO.V:110'-6PLYWOOD @DECK / .' ''''� AI I//1//////11/ Lan occ-> O T 7 O RAILING STAND-OFFS MOUNTED ►. 0 B.O.CEILING+SOFFIT L-t •�-� \. TO STEEL AND CAPPED WITH �• - T ELEV:109'-21/4" �! / WOOD TREAD EXTENSION __ 1/2"TEMPERED GLASS rr^ TO MEET IBC 2407 /''1� 0_ W14X30 01 BOTTOM OF GLASS IN W12X26 1 1 Q RECCESSED FLOOR CHANNEL WRAPPED WOO.TREADS L+ yi in I Fy W DRAGONSPI E STEEL PLATES RINGER RE:STR CTURALI STAIR Th � el _ , CCi l 007 l, = -, Y m f F 2 TYPICAL FLOOR ASSEMBLY - I M 1 m 5/8"WOOD,CARPET OR TILE -.—I, I 3'-32' 1/8"SOUND MATT+GLUE / _ 1 1/2"RADIANT CONC.SLAB111100 "I" 23/32"ADVANTECH PLY 4111 --- 1 - 14"TJI-210 I-JOIST 9' 91/2"BATT SOUND INSUL DROP CEILING _..... 5/8"GYPBD. F2 INTERIOR FINISH i6'31" T.O.FINISH FLOOR-MAIN / ! 4 I I N1e` ELEV:100'-21/4"=8002'\ \�\ s TO.RLY-MAINfflll7l\\\� } yo ELEV:,DD'-D" " r.Valle 11��II.��a�E��'��- 1'►'f i�litai If f 14 ° 1'1 ARV" 1(I ��111411r��r�11 ,- t S2 1[11 1 } ' B.O.CEILING (ARCHITECTS 215 S.MONARCH STE.G-102 ASPEN,COLORADO 81611 p 1970.544.4856 WWW.S2ARCHITECTS.COM I 1—I- — 4" J ` DATE REVISION EM F-1 TYPICAL SLAB ON GRADE ASSEMBLY n 10/16/17 RDS REVIEW 5/8"ENGINEERED WOOD,CARPET OR TILE �' 12/04/17 PERMIT SET 1/8"SOUND MATT+GLUE STAIR 4"RADIANT CONCRETE SLAB 1004 PREPRUFE 300R PLUS UNDER SLAB - WATERPROOFING ® 3'32" ACTING AS RADON BARRIER 2"SPRAY FOAM INSULATION(R-10) IN 4"GRAVEL BED WELL-COMPACTED FREE DRAINING BASE Fi $ T.O.FINISH FLOOR /�� ELEV 88-23/4" 1 TO CONCRETE \ _ -i ELEV:88 2" _ T.O FOOTING ' •. ' ' . ' DRAWING DATE:12/4/17 ELEV.87 10"=7989.825' III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III _ I I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II III I II I III II III I II I II I II I II I II I II I II III I II I III II III I II I III II III I II I III II III I II I III II III I WALL SECTIONS A5AEgtivED 1 WEST WALL SECTION @ STAIR a /20i7 SCALE:1/2"=1'-0" p�PFN BUILDING 6EPAR I MEN I CD R-2 TYPICAL MEMBRANE ROOF ASSEMBLY CLASS A ASSEMBLY(R-49 MIN) VEGETATION-SOD-PERENNIALS D E F FLUE SCREEN(SIZE AS REQ.ROUND PERFORATED - LITETOP INTENSIVE MEDIA(9.5"+) 18 GAGE PAINTED STEEL W/2"X 2"STEEL CORNER SVSTEMFILTER GARDENDRAINI GR30 OR GR50 POSTS BALLAST MOUNTED. I I PLANTING R2 4"DOW STYROFOAM INSULATION HYDROFLEX 30&ROOT STOP N MM 6125EV-FR 3 z2 1 104.. 6" 16"210-TJI JOISTS 3/4"ROOF SHEATHING k k k A. T.O.ROOF II lq I AT CONDITIONED SPACE 6"SPRAY INSUL.(R-30 I s 'IP Fl FV.122'-111/2"=Ann 79ri*, n n n n1411''� W W W W W I MIN) I II I II II II II A■ 11 11 11 11,i1,11„JI„IL. . FIBERGLASS BATT INSUL.(R-19) } E EV:L122'-6 �, V 1 v INTERIOR FINISHI t I I{I�I NII ll I IIVNIII I I IIVNIII I II�IDII IVIII I I I I I S % N $ BLOEVDRY2WA0L3L4CEILING ' %2" i" $ EOW1O1D-CLING SOFFIT ,I L s ✓ T.O.FINISHED DECK ELEV:122-21/4" " '11 W-3 TYPICAL WALL ASSEMBLY • (R-5 CONT R-21 CAVITY)MAIN LEVEL 1 X 3 VERTICAL CVG CEDAR 0 - DOUBLE LAYER OR DENSDECK 3/4"BLACK CEDAR FURRING STRIP AT BACK OF RECESS EPDM VERTICAL DRAINAGE STRIP / ` LLJ j ; 5I1i 'FICALFLOOASSBLY J TAPERED INSULATION SYSTEM MIN(R-10) I m T DROP CEILING 1,a,� 23/32"ADVANTECH PLY \ L cc. OD 5/8'GYPBD. 6"SPRAY JOISTS \ Q O INTERIOR FINISHI MCIW_3 6"SPRAY INSUL(R-20 MIN) \ j FIBERGLASS BATT INSUL.(R-19) \ W a • _ < Di INTERIOR FINISH LLJ Q Q vJ m T.O.FF INT+DE'K ( I mi C w CC O ELEV 111'-3' I� ■I! :El _ in w �" ELEV:111'03/4" -116111'I -jam. I Tim 111: T.O.PLYWOOD @DECK h M \ m/ O b $ T.O STEEL 4V.•.ii11 .114 �! - ELEV:110.-81/4" 4 \ I` —/ Q 0 (1 ELEV.111'-0" V ��_ f�ft■� �.. r■PY, T.O.FF INT+DECK Q z '/' =/',,1„/k: C'_I 0 ELEV:111.3:: II Iiiiiiiiiiiiiiiiiiiiiiiiiiall hr ( w B.O.CEILING+SOFFIT - B.O.CEILING+SOFFIT co ELEV:109'-21/4" 0 EEV.110'-81/" DECK }$ EL'N/109'-21/4" II - T- W12x87 W8x21 I- v / rr^^ FLUE ..� f'1 RI8" / . ./ 1 1 CC < �i �i1��: I ."i j. B.O.CEILING+SOFFIT ._. DOUBLE LAYER OR DENSDECK I '� ELEV:109,2 1/4" AT BACK OF RECESS IAA r G.MASTER lb 110 i [0 iI 1 ---- a CC 0 I RETURN STONE PANEL INTO RECESS F-2 TYPICAL FLOOR ASSEMBLY `0: 2 ROOF DECK STAIR DRAWING 5/8"WOOD CEMENT BACKER BOARD IIA I 1/8'SOUND MATT+GLUE �' SCALE 1/2"=1'-0" 1 1/2"RADIANT CONC.SLAB 1.25"STONE PANEL I-"""■ i; 23/32"ADVANTECH PLY MORTAR SET 17 to ^' 14"TRIM JOIST 'J ta- X 91/2"BATT SOUND INSUL. DROP CEILING - ,,,, PRESSURE TREATED SILL PLATES/STUDS/ 5/8"GYPBD. F2 A "! d /, 1 SHEATHING PER(AWPA U1)+AMERICAN INTERIOR FINISH C 1, ii11 HYDROTECH BELLY BAND WATERPROOFING+ 4 CAPILLARY BREAK WITHINOF GRADE T O.FINISH FLOOR-MAIN I 'l \\ FINISH GRADE @ PAVING B Iv ELEV:100'-218002' I ■:.— 8002.0' L S OPE ELEV:100'-0" //11///'///'///'1///'//1Pi 1 11 -::..:111 111 i�111 11 .` '.. .-..'.. N (��1��11��111 =, k lllllllllllllll==iii �111-� - - 1 I_I I L_I I L_I I L_I 1=1 S 2 =11I-III=III-III III 1 , --0 EEV:9T6G = 11E111E111E111=11 ARCHITECTS ,' 11 111 111 111111111111=1II ` II115 S.I -111=III III I z ASPEN,OCO ORADO 8 61102 11=111E111=111=1 1 111II111111111111111111 I II p 970.544.4856 W1NW.S2ARCHITECTS.COM W-1 I III111111111' I STAIR IR I - •:1 11111I11111I11111I11111 I.1 DATE REVISION I I I—III—I 11—III— I W 1 TYPICAL FOUNDATION WALL (R25 MIN) 10/16/17 RDS REVIEW 4,17 III-III-III-III I 3"RIGID INSULATION(R-15) 12/04/17 PERMIT SET In F-1 TYPICAL SLAB ON GRADE ASSEMBLY mPRE - I I-III—III—-III—I I. BEHIND UBASEMENT WALLgTERPROOFING 5/8'ENGINEERED WOOD,CARPET OR TILE 1 1 1=11 1=1 1 1=11 111 8"REINFORCED CONCRETE 4"RADIANT SOUND CO CR TE SLAB 11-1 11 111 111 11 21/X 4 FRAMING FURRING PACE PREPRUFE 300R PLUS UNDER SLAB —I I 1=111=111=1 I I 31/2"LOOSE FILL INSULATION(R-10) WATERPROOFING - I 1—III-III--III I 5/8"GYPBD. ACTING AS RADON BARRIER 111 111 111 11 2"SPRAY FOAM INSULATION(R-10) IN 4"GRAVEL BED I I-I 11=111=111 ' WELL-COMPACTED FREE DRAINING BASE F1 L III=I= =II= 0 E EV:188'-23/400R / - 'V 11-111E11 I 1111E111E11 E T.O.CONCRETE : 11 111EIII-III II ` $ ELEV:88'-2" \ a 1 I L I1=III—III-II- DRAWING DATE:12/4/17 ELEVFST 10'G 7989.625' a' III—III—III 11 ." G" �:i °" "�" 77 rM I=111=111=1 I- _ _ _ _ _ _ _ _ _ II111III 111E111E111E111E111E111E111EI I1=11-111 111'111=111=11 111=111-1 17 1II1IIII11I1- 1I1�1 1 „ III - WALL SECTIONS111 1 1I1 I l=IIl= = , ITWORGTALOERA FOUNDATION DRAIN 1 WEST WALL SECTION @ MASTER AND GUEST MASTER FIREPLACES A5.4 SCALE:1/2"=1'-0" R-2 TYPICAL MEMBRANE ROOF ASSEMBLY CLASS A ASSEMBLY(R-49 MIN) G FLUE SCREEN(SIZE AS F VEGETATION-SOD-PERENNIALS REO.ROUND PERFORATED ROOF DECK LITETOP INTENSIVE MEDIA(9.5"+) 4'4" 18 GAGE PAINTED STEEL W/ 8" / RAILINGWALL CEDAR SIDING SYSTEMFILTER GARDENDRAIN GR30 OR GR50 / /- 2"X2"STEEL CORNER /, / D-2 ROOF DECK ASSEMBLY 4"DOW STYROFOAM INSULATION POSTS BALLAST MOUNTED. HYDROFLEX 30&ROOT STOP (R-49 MIN) MM 6125EV-FR J T.O.RAILING WALL hh 3.5"CONCRETE SLAB 3/4"ROOF SHEATHING -�_ . I 4 16"210-TJI JOISTS R2 - ELEV:125'-21/4"=8027.0' AMERICAN HYDROTECH WATE-•ROOFING AT CONDITIONED SPACE 6"SPRAY INSUL.(R-30 MIN) TAPERED FOAM SYSTEM FIBERGLASS BATT INSUL.R-19 - ?e� 7.25"LVLA FRAMING PLY INTERIOR FINISH t C 3 7.25" PRAY INSUL IIVIIi 1 _ 7.25"SPRAY INSUL(R-49 MIN) f A TO STEEL WOOD CEILING ASSEMBLY V ELEV 122 10718 1 II II�11 I I I I T.O.STEEL • �• IIF �^`-'�- �" ®' T.O.FINISHED DECK -.- i ELEV:122'-21/4" ELEVop :122'-41/2" / ,1/ ,/��1.1��.•1� ' \/�v - : - TO PLY�ROOF DECK . .�1�3��T�� TISI1.-�•��44444 ��.��4RAI/ . ELEV:121 9 1 G '..��7 / ^.�. �. . . r r r .. p Oe B.O.DRYWALLCEIUNG � ♦ • ! DRYWALL WOOD CEILING ELEV:121'-03/4" FLUSH WALL GRILL BO.WOOD CEILING+SOFFIT Y W74x145 1f , ELEV.121'-0" I W14 x 233 W21 x 93 C-1 TYPICAL INTERIOR CEILING ASSEMBLY S-2 TYPICAL EXTERIOR SOFFIT ASSEMBLY S2 II Cl 1 X 3 WOOD SLATS FRAMING MEMBERS J� 12"PLYWOOD PAINTED BLACK (R-19 INSULATION) 1 FRAMING MEMBERS REVEAL SHIELD BUILDING WRAP A / FLUE 1/2"PLYWOOD PAINTED BLACK 3/4"X3"WOOD SLATSI w j N I 9 1 rp LIVING COLUMN BEHIND 4 M N 1201 U Z METAL CLAD SLIDING ► iI 6"" hl CEMENT BACKER BOARD GLASS DOORS v r/ m J 1.25"STONE PANEL a' STEEL COLUMN BEHIND ► 11 m MORTAR SET lil J CR LAURENCE BASE - T. SHOE B5L ON RAISED POSTI Q T- — I: 1:: ,- _ v . g / iii VJ w O 0 D2 w 0 X 4 �� w o o Q z o I. L-I c ` T.O.FF INT+DECK h \i -- _ \ - II A ELEV 1 T.OSPLY Y co O - '_ ( ". N ..<o ._.... P o / ELEV 111-03/4" ci_9 1. I _ I .. T.O. OOD @0 8E.1 4 TO.STEEL HI f Ier I I�IUIu1//1131101 .4 1 01 1/S1 // 1011 Iil' ELEV.,, _ 0 0 ° .... VW ELV:110-6 . �� -.-�_1y■i -a 1 �iI��I�� llitag Kai !. .. .s .s .s .s .s _ rvJ TO STEEL Q z FI 1 =�1+�I _ ___ _ _. O ELEV:109,81/2" . 0.,) in m L i-�� B.O.CEILING+SOFFIT n W8x67 \ i/ I W-2 7 • III n�mt ELEV:109,21/4" *} vJ T U) of 11� '• CC Q S-1 TYPICAL SOFFIT ASSEMBLY S1 FRAMING 103" I I I INSUL.(R-38 LIVING ABOVE) W16 x 100 8 / W (R-19 EXTERIOR DECK ABOVE) 1/2"DENS-GLASS W-2 TYPICAL WALL ASSEMBLY EXTERIOR VARIANCE PLASTER (R-5 CONT.R-33 CAVITY)MAIN LEVEL (WHITE) 1-1/4"STONE VENEER (MASONPRO)SPLIT TAIL ANCHOR SYSTEM WALLSHIELD BUILDINGWRAP ' CC STYROFOAM SIS STRUCTURAL SHEATHING(R-6)6FRAMING X FRAMING 2"SPRAY INSUL.(R-12 MIN) d = BATT.INSUL.(R-15) v F-5 TYPICAL GARAGE FLOOR(R-49 MIN) 5/8"GYP.BD. m O EPDXY FINISH INTERIOR FINISH 2 Q �, 4"RADIANT CONCRETE SLAB SLOPED TO DRAIN , CoDRAINAGE MAT /UJJ\ AMERICAN HYDROTECH WATERPROOFING TAPERED INSULATION DRIVEWAY SLAB , 6-SPRAY INSUL.(R-30 MIN) 5"SNOWMELT HEATED SLAB FIBERGLASS BATT INSUL(R-19) 2"SPRAY FOAM INSULATION(R10) FS GVPBD.CEILING IN 4"GRAVEL BED (!Jr- /y �� - INTERIOR FINISH(LEVEL 4) WELL-COMPACTED FREE DRAINING BASE �' 0$-° a flN101I GRADE©PAVING ' \P 8002.0' T.O.FINISH FLOOR-MAIN SLOPE £ ♦, - ELEV:100'-21/4"=8002' .... I T.O.PLY-MAIN o. o. ...... .° ... ELEV 100 0 III-III—I(11=WI I I=1 t' I IIIIIIIIIIIIIIII �l -111I 111EITI-ITI-ITI=111E1 i�1�1�1 11� 1 S2 ill _ MAX DUCIWO.- 4 Ii III 1=IIIIIIIIIIII=III 12^H1G. - - -I b i l l=I I I=I I I=III=III=I I " B.O.CEILING ARCHITECTS II_11=111-III-III-III-111 ELEV:97.-6" 11 y I I I=111E111E111E111-11 215 S.MONARCH STE.G-102 la=111=III=111-III-111-_ ASPEN,COLORADO 81611 III' 111E111E111=111-111-1 I p 1970.544.4856 WWW.S2ARCHITECTS.COM Ell-111E111E111EI I I=111-1- - W 1 I1-111E111E1II-III=11_ -I 1 III-III-IIIIII-III- II III-111E111E111=111-I I BATH III =I1 III=III-111=III—III—_+ 10011 DATE REVISION W-1 TYPICAL FOUNDATION WALL I I I III— — —III—III-1 I 10/16/17 RDS REVIEW (R25 MIN)_ _ 12/04/17 PERMIT SET 3"RIGID INSULATION(R-15)—I I 1 II I—III—I 1 I—III—III • 1L F-1 TYPICAL SLAB ON GRADE ASSEMBLY PREPRUFE 160R PLUS WATERPROOFING I-1 1-1 1 1=11 1-1 1 1=11 1-1 I `9! 5/8"ENGINEERED WOOD,CARPET OR TILE a BEHIND BASEMENT WALLS_ _ 1/8"SOUND MATT+GLUE 8"REINFORCED CONCRETE:1 1 I 1 11-1 1 1-1 11-1 I 1-111 4"RADIANT CONCRETE SLAB 1/2"FURRING SPACE I-I I-111E111E111-111-11 PREPRUFE 300R PLUS UNDER SLAB 312"LOOSE FILL INSULATION(RING) .111 III-111-111-1 11-1 I I_ WATERPROOFING _ _ ACTING AS RADON BARRIER 5/8"GVPBD. —III—III—III—III—III-1 I 2"SPRAY FOAM INSULATION(R-10) III. 1 I I-III-III-III-III IN 4"GRAVEL BED _ _ _ _ _ WELL-COMPACTED FREE I 1 111E111E111E111=11 DRAINING BASE Aft 11 III=III=III-III-III- Fl © _ _— I—FF=11-- ""\ T.O.FINISH FLOOR A 11 111E111E111 1I1= ` ELEV.88'-23/4 Y -1 1-111E111E 111=11 / T.O.CONCRETE 00 III-III-III IIIIII- Ij'o-. : , ... / ELEV:88'-2" DRAWING DATE:12/4/17 00 -I 1-111-III-1 1=111 T.O.FOOTING I1 II1 III I I I-1 . ';1 ELEV 87'-10"=7989.625' - - a a a a I [ III-II1=1 1-11 } ' 11-111-111-I I—111E111E111E111yE111E111E1II-I11-111E111E111-111„ WALL SECTIONS •II—ICI—ICI II,I III ICI—ICI ICI—III III—III III WATER TABLE IS TOO HIGH FORA -` _,, FOUNDATION DRAIN IVE 1 WEST WALL @ LIVING ROOM FIREPLACE A5OD1.7 SCALE 1/2"=1'-0" e N RUILDItJ�AS DEAR I MEN I ,.. 102 it 5• �_'� 3. 1 1•- 5/8' 2^1i. 8" 3�� 4" 2" 2" 2" 2" •2" 1 d 4" .: " 1" 8 3 i _ 1.25"STONE PANEL 1 X 3 VERTICAL CVG CEDAR II FREE DRAINING GRAVEL BACKFILL FREE DRAINING GRAVEL BACKFILL. ■■■■■ REFER TO GEO TECH. _ GGGGGG 1 ■■■■■ REFER TO GEO TECH. IVO ° ° < ■■■■■■11' -!�� POLYURETHANE SPRAY 111111 3/4'BLACK CEDAR FURRING STRIP ° ,, ■■■■■1 C ■p■■■■■ A■■■■■■...... e INSULATION R 12) I ■■■■■ °' E■■■■.. 3"RIGID INSULATION(R-15) ;If-■■■■■■ ( -■■■■■■ I/ •°M VERTICAL DRAINAGE STRIP -_ - ■■■■■,C 3'RIGID INSULATION R 15 `°9 .N ( PROSHIELD J + '°4 �N _ ) ._ ■■■■■ 1I ■■■■■■Ammo d WRAP SHIELD SA OR EQUIV. 111111'`0 - ■■■■■I,". -ROSHIELD PREPRUFE ifiOR PLUS PREPRUFE 1 fi0R PLUS Ili � � WATERPROOFING STVROFOAM SIS STRUCTURAL WRAP SHIELD SA OR EQUIV WATERPROOFING O SHEATHING RE p 111111 _��■■■ .TYROFOAM SIS STRUCTURAL II■■■ 4 I�■.... 8"REINFORCED CONCRETE i-0....., ■■■■■■�� BATT INSULATION(R-15) ;'-�GGGGGGI�� SHEATHING(R-6) ' ,, a /1111� g^REINFORCED CONCRETE I /, " ° ° ■■■■. FOUNDATION WALL I� ■■■■■■ ■■■■■G ' ° ° ■■■■■ FOUNDATION WALL 11•' O MOB 11 BATT INSULATION R-15 O ^, ■■■■■■1� % A111111_I1y � ■■■■■1� I "■■■■■■I `< ` �� I . r POLYURETHANE SPRAY GG�GGI �° ^a �■■■■■I. I'i■■■■.■ M��ll■■ / ° ■■■■■I. ., 4' ■■■■.I C ! ,.....■ MASONPRO SPLIT TAIL ANCHOR SYSTEM ■■■■■■�� INSULATION(R-12) ! ` a' ■■■■■I C ,. °. _ ° GGGGG��._ '.I\�\ - KURFFED AND NOTCHED INTO STONE G P /- 1 GG.GG._ 1"FURRING SPACE I ■■■■■■ J■■■�■■ , 1'FURRING SPACE ■■■■■ 1GGGGGG 2X6 STUDS 16'O.C. l 1 2X6 STUDS 16"O.C. GG�GGIJ G I ..4 ° lil� 1 1/2'LOOSE FILL I-■■■■■■�Ili� I ■■ ' I,l. 1 _ AE�� r 16"MAX DRY-STACK JOINT 1 1Y2"LOOSE FILL ■■■■■■• ACOUSTIC INSULATION R-5 L ■■■■■I ACOUSTIC INSULATION RS 1 / 0111 I,C ,.�11 5/8"GYP.BOARD '.' _■■ libli:dir,C ■■■■. 5/8'GYP.BOARD 1 �O ■■■■■■ ( - :;�/ INTERIOR FINISH I%,io INTERIOR FINISH `I '� ■■■■■■1 !r ■■■■ ■■■_■ .F/, 5/8"GYP.BOARD+ ■5G��■ `-�■ mo.I�I0 -� 5/8"GYP.BOARD+ 'A G■■■■■I. INTERIOR FINISH ■■■■■■ ,`I■■■■■■ I I� ■■■■■I� INTERIOR FINISH �� ..... III■...■■ ►IJJ■■■■■■ I ■■.■■I ■■■■■■II. �,■■■■■■�A 1■■■■■■'i ■■.■■II. INTERIOR .. 4. - ■■■■■■II C EXTERIOR �- R-6 MIN CONTINUOUS Jinni 01 R-6 MIN CONTINUOUS INTERIOR ! Qo- ■■■■■II C EXTERIOR ■■■■■I■■■■■■ ■■■■■■ R-27 MIN CAVITY ■■■■ R-27 MIN CAVITY - ■■■■■ -�•° :1111��` R-15 CONTINUOUS INTERIOR • ■■■■■■ , EXTERIOR INTERIOR ■■.■■■ / ■■■■■■" - R-15 CONTINUOUS ` Imo•- _ �� W R-10 TOTAL CAVITY INTERIOR EXTERIOR R-10 TOTAL CAVITY v ME �■■■■■■Ii I !��■■■■■•�4 ■■■■■•1 . IiME■ . 11■■ oti NOTE:WEEP HOLES z SEE STRUCT. SHALL BE PROVIDED ABOVE THE BASE FLASHING AT 33"ON SEE STRUCT. W r CENTER WEEPHOLES SHALL NOT BE LESS THAN 3/16"IN DIAMETER .( 1- 1 W-1 FLAT FRAMED FOUNDATION WALL(MIN R25) 2 W-2 EXT. STONE PANEL WALL(R-33) 3 W-3 EXT" STONE PANEL WALL(R-33) 4 W-4 FOUNDATION WALL +2X4(MIN R25) Q Q SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" /^ NO ELECTRICAL OUTLETS V J . O SHALL SHARE SAME STUD BAY. 0 NO BRIDGING BETWEEN WALLS. W Q 1 1L4..qL 4. 4" 4- 2" Si Si4 3�" 2" 2" 4" 1/2"AIRSPACE NC�yO tt t 2 2 I 2-2X4 WALLS WITH I L.L O� r I I_ , LOOSE FILL INSULATION L- - II l - 5/8"DRYWALL > O .�/ W y 1, ��, �, PAINTED BASEBOARD CC U 5/IN GYP.BOARD 5/8"GYP.BOARD III = 3' 5/8"DRYWALL -�� FINISHED CONCRETE FLOOR Q O z +INTERIOR FINISH / INTERIOR FINISH -� - 14 7- CI_ ° ' Atel:.,„�/ GOD BASEBOARD 5 1l2"BATT 3 1/2"BATT , SOUND INSULATION SOUND INSULATION AI 51/2"BATT -Al, -��i� SOUND INSULATION �O WOOD FLOORING W 2X6 STUD FRAMING 2X4 STUD FRAMING / 1 ' � rilA - �= �� CONCRETE W/RADIANT HEAT 1/2"AIRSPACE INSI - I1i nwir /I ►rf11�s' T.F.F.II 2-2X STUD FRAMING °� ° :irrill M T.SLAB niNr 8 '` i J T.PLV / ! `IRr,AI R-5MINCAVITY INGS FOR STRUCREFER TO STRUCTURAL DRAWTURE DETAILS 1 HOUR RATED ASSEMBL WALLS 1 HOUR RATED ASSEMBL WALLS STC RATING OF 50-IIC RATING OF 70 STC RATING OF 50-IC RATING OF 70 5 W-6 TYPICAL 2 X 6 FRAMING 6 W-7 TYPICAL 2 X 4 FRAMING 7 W-8 DOUBLE STUD SEPARATION WALL 8 W-8 DOUBLE STUD SEPARATION WALL @ FLOOR SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" PRESSURE TREATED SILL PLATES/STUDS/ SHEATHING PER(AWPA UI)*AMERICAN S2 HYDROTECH BELLY BAND WATERPROOFING+ 11C1 EXTERIOR CAPILLARY BREAK WITHIN 6"OF GRADE III CONCRETE PAVING ' 3/4"EXTERIOR STONE PAVING j -411 RADIANT CONCRETE SLAB ARCHITECTS 2W// %- f,11�//IA///. /4 I� ��' SEALANT 215 S.MONARCH STE.G-102 RADIANT CONCRETE SLAB 11 BATT INSULATION(R-15) ASPEN,COLORADO 81611 DRAINAGE MATT*CARLISLE /- '' 2"SPRAY INSULATION R-12 �` ..° CCW 500 MEMBRANE m - p 1970.544.4856 WWW.S2ARCHITECTS.COM ro � STYROFOAM SIS STRUCTURAL '�O OOMOOM d .. .am • .m • SLOPED RIGID INSULATION SHEATHING(R-6) ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■..I MIN R-10 1� BELLY BAND WATERPROOFING GGG■■■■■■■■■■■■■■■■■■■■■■■■■■■.N.I 23/32"ADVANTECH PLYWD. _ -I TO 6/ABOVE GRADE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.I DECKING f� r / INT/EXT FINISH+TOP OF CONCRETE _ i - '. DATE REVISION '{ 11 °° ° 0 10/16/17 RDS REVIEW RECESSED LIGHTINGr-Ip _ < �^' T T'I. PER PLANS v O 4 ° _ 12/04/17 PERMIT SET 'IfI FRAMING a-- 4�, ) RE:STRUCTURAL - ;� °A 4,T.CONCRETE LEDGE ' R-19 INSULATION I All / I/� 1/2"DENS GLASS SHEATHING I ° < 1 BATT INSULATION /I �VI I _Po 5" °3"° PRESSURE TREATED PLATE i III(idialtailli PER(AWPA U1) (WHITE) VARIANCE EXTERIOR PLASTER ° ° ° ° CAPILLARY BREAK IL 8"CONCRETE FOUNDATION ° AaWALL DRAWING DATE:12/4/17 EXTERIOR III °_ ° _' PREPRUFE 16OR WATERPROOFINGLUS 3"RIGID INSULATION DETAILS 11 S-1 TYPICAL EXT CEILING/SOFFIT 12 TYPICAL INT/EXT FINISH @ FOUNDATION WALL SCALE:3'=1'-0' SCALE:3"=1'-0" A6.E/fASPENVED DUILDIIIC DC"*".IC°'T Provide documentation that the roof assemblies are Class A.This is typically either an ESR or UL report.Revise you roof detail to match the report.(Ordinance 40,2016) 3' RECESSED GLASS BOOT ASSEMBLY 1q CRL B5S SERIES BASE SHOE FLUSH TITUS FLOOR GRILL FLUSH TITUS FLOOR GRILL 1/2"STARFIRE GLASS LEW ELECTRIC FLUSH ELECTRICAL LEW ELECTRIC FLUSH ELECTRICAL R-19 MIN OUTLETS(SATIN NICKEL) R-19 MIN OUTLETS(SATIN NICKEL) METAL FLASHING SILL / 3/4"STONE PAVING 5/8"WOOD FLOORING 5/8"CARPET PAD III // SIKA SOUND MATT 5)1 '\ RADIANT CONCRETE SLAB RADIANT CONCRETE SLAB 1%1 °< T.F.F. T.F.F. 1/\ SNOWMELTED DECK ASSEMBLY b 1I1 }�vll uuu \�� IT,T.SLAB tee` }_)uuuu u[ 0T.sLo.B M<' fl'�1R A. ° ° AMERICAN HYDRO-TECH MEMBRANE °_. - 9 T.SLAB }6 T. 0 - • - T.PLY • �J } '.: r " .'.0 'e y T.PLV \AN A J DRAINAGE MATT P Y • P in _ilia°�/ • 4 <° ._ 8 • _ IDD�111 1:1DAH�7 _ IDD]�:�D�IDD / 1 \/\ SLOPED RIGID INSULATION MIN R-12 .a4 '© ° _O ° ` �, dr_.,,,, a • / \/\ GLASSRIN SHOE MATT WRAPPED IN ° A ,, 23/32"ADVANTECH PLYWD.DECKING 23/32"ADVANTECH PLYWD.DECKING 1%1' A SHO RISECARLISLEv T.FOOTING I1%1 CCW 500 MEMBRANEN;�, �14"CONCRETE SLAB II I • VAPRO-REff1::AR L SH SLAB TO HAVE RADIANT HEAT 9"O.C. ,� 9 1/2"BATT SOUND INSULATION(R-19) 9 1l2"GATT SOUND INSULATION(R-19) / //' 110 O O O PREPRUFE 300R PLUS UNDER SLAB S / i1 R-191NSULAN WATERPROOFING-THIS LAVER IS 0 I I; 1 �_ 1111' TO ACT AS A RADON BARRIER ;�; v �-- N •1 14"TRIM JOISTS lap 14"TRIM JOISTS 111 i; 1 X 3 / > > / > 4"GRAVEL BED I Y REFER TO STRUCTURAL REFER TO STRUCTURAL EPDM VERTICAL DRAINAGE STRIP '1 DRAWINGS FOR DRAWINGS FOR STRUCTURE DETAILS STRUCTURE DETAILS IVAPROSHIELD WRAP SHIELD SA OR EOUIV. I '�; 3/4"BLACK CEDAR FURRING STRIP UNDISTURBED SOIL I 1 1 01 �Fdi %1 0 1%1 Z DRIP FLASHING DARK GREY I I I I I 11\'��\ METAL GRID OR WOOD FRAMED METAL GRID OR WOOD FRAMED DRMF-50-2"F"FRV REGLET REVEAL DROP CEILING DROP CEILINGZ III5tI " PAINTED WHITE W//'' \�� 5/8"GYP.BOARD 5/8"GYP.BOARD r —� VARIANCE PLASTER OVER 1/2"DENS J / INTERIOR FINISH / INTERIOR FINISH r GLASS , ... T CO CC T- 1 S-1 SOFFIT TO FASCIA DETAIL @ DECK RAILING 2 F-1 TYPICAL SLAB ON GRADE 3 F-2 TYPICAL WOOD FLOORING OVER TRIM JOIST 4 F-3 TYPICAL CARPET FLOOR OVER TRIM JOIST — 0 00 SCALE:3,1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" SCAL :3"=1'-0" I I1�) in 0 LEPDXY COAT OVER CONCRETE .1 o Q R-19 MIN 4"CONCRETE SLAB W/RADIANT HEAT 9"O.C.SLOPED R<9 MIN CC I 1 R-19 MIN LL O SEE STRUCT.&MECH. 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'/ HT OE CONCRETE BASEMENT E - - NT FREE DRAINING BASE Air O- O- O 0 . 0 / PREPRUFE 300R PLUS UNDER SLAB __ WATERPROOFING THIS LAYER IS _ 4�� j� CV TO ACT AS A RADON BARRIER p JII II I I II H �I I 2"XPS RIGID INSULATION W FOUNDATION DRAIN VOO h I I/ WELL-COMPACTED FREE Z — III II DRAINING BASE -III . -III- w o Q 1 BASE OF�JFFOUNDATI`� ON WALL AT BASE ENT FLOOR '^ — a co S AL : 1 "=1'-0" U 1 in WJJJ o 0 COQ CC v, \W —1OUTLET W ff/ O CARPET FLOORING Q O Z 4"CONCRETE SLAB TO `//'rJ vJ HAVE RADIANT HEAT 9"O.C. ILIL _ \/_ d T.O.CONCRETE BASEMENT W C 4 A 4 L Y PREPRUFE 300R PLUS UNDER Q 4 0 Q 4 0 0 0 - 0 O. 0 4 Q SLAB WATERPROOFING-THIS \J 4 - 4 QQ - - - ' LAYER IS TO ACT AS A RAON / BARRIER N 2"XPS RIGID INSULATION _r _r Y �TLr C �� U DRAINING WELL MBASETED FREE „_ D — 101010111__III__111_111_111_ 11 ---III---III---. , . III I l l III i , I III I I I I 1 _, , 1_, 11_, , , _ _ 2 MID SLAB FOOTING/WALL DETAIL SCALE:1 1/2"=1'-0" C7 ARCHITECTS 215 S.MONARCH STE.G-102 ASPEN,COLORADO 81611 p 1970.544.4856 WWW.S2ARCHITECTS.COE DATE REVISION 10/16/17 RDS REVIEW 12/04/17 PERMIT SET DRAWING DATE:12/4/17 DETAILS ACE VE® i zoi7 ASPEN DUILDIIIC DE"'""C"" SCALE 3"=1'-0" SCALE 3"=1'-0" 3 d" 2" �2 4" 3.�" 1 �` 3/4"PLYWOOD SHEATHING .d 5" td 5/8"GYP.BOARD • INTERIOR WALL FRAMING _ _ T i0 EN E-� I��o�� o��o��Gi� za POLYURETHANE SPRAY INSUL.(R-34) 1 AIMMEM/- LEVEL 4 DRYWALL '��iiii4J � r,.... _ _ „01 REFER TO STRUCTURAL '' 5 1/2"BATT SOUND INSUL. A 1/4X1/4DATOCUTREVEAL IN WOOD BASE-PAINTED WHITE A/MMEN ELECTRICAL OUTLETS i I L04,...., ' TO BE IN BASEBOARD V.. - r , AIM. . (DESIGN MOD PLATESOARD-P INTED T ' 6 I ■■■■ WOOD BASEBOARD-PAINTED WHITE �� , d T.F.F. E 5/8"GYP.BOARD+INTERIOR m Y 0m►... TSLAB - v FINISH ir � /O1 O e § I TAPE CORNER 1 i CORNER BEAD 0�_ " T.PLY , �'' Om� _ _ 5/8"GYP BOARD*INTERIOR FINISH „-„�,,;;:;. ,,,,,„; ,•,,,,I,J w-,,, 0� I" T 2X8 WALL WITH BATT INSULATION U 0\ 0° i 5/8"GYP.BOARD Z Is aI W T- �4"1 " 4 0 w co 2 TYPICAL BASEBOARD DETAIL 3 FRAMED WALL AT CEILING 4 FRAMED WALL AT CORNER (I) w 0 SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" W o O 11 O CC in -1w - O cc 0 Q 0 BLUE BOARD INSULATION BETWEEN FRAMING Z MEM El 0 w 1q' i ,! 1IIIIPP. ii ® �� ' S/8"GVPBD/LEVEL4 DRYWALL r REFER TO STRUCTURAL 1.111121 in 1.. 4 1" FOR HEADER SIZE AND LOCATIONS i, 11 8dhl ' f' 5I8"GVPBD/LEVEL 4 DRYWALL wo r� SHIMASREQUIRED Ir� i SHIM AS REQUIRED 8 �I�� 8 i 1" j i ii FRY REGLET-DRMZ-82S25CC MI s 8 8 Ic f �_� PAINTED WHITE NI`I�I TECTUS TE340 3D �! 'I FRY REGLET-DRMZ625-25 ►, FRY REGLET-DRMZ-62525 FABRICATOR+INSTALLER TO PAINTED WHITE ,,Ilpp PAINTED WHITE _ 10 1�� VERIFY CLEARANCE JI i' �I. \1 13/4"POCKET DOOR NMI 8/4 WOOD DOOR FRAME IMO 6/4 WOOD DOOR FRAME \ MO IIIMP r1X WOOD DOOR STOP r IMMO ROUTED GASKET IMMO I iX WOOD DOOR STOP 1 TECTUS HINGE-CLEARANCE TO ROUTED GASKET 011 SEE DOOR SCHEDULE BE VERIFIED BY INSTALLERIBM IL � SEE DOOR SCHEDULE MEI FOR DOOR/JAMB SPECS. FOR DOOR/JAMB SPECS. dmirl 5 TECTUS OPEN HINGE-IDEfiAt 6 TYPICAL INTERIOR-DOOR-A-1MB 7 TYPICAL INTERIOR-DOOR-HEADER 8 TYPICA L INTERIOR JAMBAT POCKET DOORS S2P SCALE:3"=1'-0" SCALE.3".1-0 SCALE:3".1-0" SCALE:3".1'-0" I ARCHITECTS 215 S.MONARCH STE.G-102 ASPEN,COLORADO 81611 p 1970.544.4856 WWW.S2ARCHITECTS.001 MMEME�MENEI �� ' 5/8"GYPBD/LEVEL 4 DRYWALL DATE REVISION �_' 12/04/17 RDSPER REVIEW 12/04/17 PERMIT SET e" � � FRY REGLET-DRMZ-625-25 PAINTED WHITE 6/4 WOOD DOOR FRAME l 1 3/4"POCKET DOOR DRAWING DATE:12/4/17 DETAILS 9 TYPICAL INTERIOR HEADER AT POCKET DOORS EC .. SCALE:3,1'-0" A 6: 2D17 ASPEN DUILDIIICDC"""C"T WINDOW SPECIFICATION: WINDOWS AND DOORS TO COMPLY WITH CITY OF ASPEN AND IECC 2015 AND RES CHECK REPORT BY AEC DATED 11-29-17.WINDOWS MUST HAVE A a'-0 1/2" U-VALUE OF.32 OR BETTER AND HAVE NFRC R.O. R.O. a'-01/2" R3'-11 12"O STICKERS WHEN INSTALLED. GLASS DOORS MUST WIG' UNIT 3'-11 1/2" HAVE A U-VALUE OF.32 OR BETTER AND HAVE UNIT / UNIT NFRC STICKERS WHEN INSTALLED.SOLID DOORS 2'-0 va° 2,0 va" I2'-0 3/4„ z-S 3/4", MUST HAVE A U-VALUE OF.35 OR BETTER AND �I� T.O.WINDOW UNIT 'CLEAR' T.O.WINDOW UNIT A CLEAR ___T.O.WINDOW UNIT h B.O.CEILING, HAVE NFRC STICKERS WHEN INSTALLED. ELEV:97'E" / •ELEV:97'-6" Y =\ �N, ELEV:97'-6" Y ELEV:97'-6" SAFETY GLAZING SAFETY GLAZING OPERABLE UNITS TO HAVE CUSTOM HARDWARE �- HANDLE TO BE REVIEWED BY ARCHITECT. ' d /O ,-? q d -z- Oc � Fi w� U rc LO ci \ L9 D v B rc D io m / d 6 ENTRY DOORS TO HAVE CUSTOM HARDWARE BY OTHERS TO BE REVIEWED BY ARCHITECT. . . :9- 1. G SAFETY SAFETY cuzlMG r, m LAZINU NOTES: I \ _ _,w b 5 1,1 CONTRACTOR TO VERIFY ALL MEASUREMENTS TO U -. -. ENSURE WINDOWS AND DOO EXT WINDOW TYPES s U 0 $ T.O.FINISH FLOOR EXISTING ROUGH OPENINGS.RS WILL FIT IN " SCALE:1/4"=1'-0" ELEV:88.-2 3/4" O O O DOOR THRESHOLDS SHALL BE A MAXIMUM OF 1/2 INCH IN HEIGHT&THE HEIGHT AT THE EDGE SHALL BE A MAXIMUM OF 1/4 INCH.MAXIMUM BEVEL U EGRESS WINDOW EGRESS WINDOW EGRESS WINDOW SHALL BE NO GREATER THAN 1 UNIT VERTICAL TO 2 LOCATED AT LIGHT WELL LOCATED AT LIGHT WELL LOCATED AT LIGHT WELL UNITS HORIZONTAL. Z PROVIDE TEMPERED GLASS UNITS WHERE REQUIRED BY CODE. LI T Q T- CD CC T— CDn op W 0 W ° Q cr 2 0 W cE in 5'-81/2" m�m O UNIT , LL U 2'-51/2" 3'-3" 10'-93/q" Q O z , , / R.O. 2'-7 3/4" O p-p 10'-83/4" R.O. 4'-71/2" Co W 5'-111/2" ~ DOOR / UNIT 2'-63/4" DOOR / 1—R.O. UNIT ' CL 5'-101/2" 7'-6" 2'-91/2" 2'-5" 3'-43/4" 2'-5' Q 5,81/2" 5'-0 1/4" 2'-01/a" UNIT UNIT CLEAR UNIT ' CLEAR UNITCC-��T.O.WINDOW UNIT T.O.VyINDOW UNIT - T.O.WINDOW UNIT �CLEARf T.O.WINDOW UNIT T.O.WINDOW UNIT B.O.CEILING+SOFFIT �____ ELEV:108'-21/4" T - ELEV:109'-21/4" /\ ELEV:109'-21/4" / ELEV:109'-21/4" - ELEV:109'-21/4" ELEV:108'-21/4" FRAMELESS GLASS / \ \ \ FIXED WOOD PANEL \ CITTD CORNER WINDOW / \ \ - \ / O T Z N O ®, I /J A k' O O O ®\ m S m~" SAFETY GLAZING SAFETY — v O -'m'O mj �K O o o O E. Q, Ei E2 0 - GL• 4/GLAZING GLAZING 1, (\ H O J 0 CC L. o c \ '1.THRESHOLD SAFETY SAFETY SAFETY SAFETY 1"THRESHOLD A SAFETY SAFETY / n SAFE EXT WINDOW TYPES GLAZING GLAZING GLAZING GAZING/ SAFETY\ GLAZING/ NG T.O.FINISH FLOOR-MAIN SCALE:1/4"=1'0" ' � ELEV:100'-2 1/4"=8002' O O O O O v 0 PIVOT ENTRY DOOR S2 III ARCHITECTS 215 S.MONARCH STE.G-102 ASPEN,COLORADO 81611 p 1970.544.4856 WWW.S2ARCHITECTS.COM 21'-10" R.O. DATE REVISION UNIT ' 10/16/17 RDS REVIEW UNIT , UNIT 5'-10" 5'-9" 2'-3" 5'-7" 2'-4" 4'-51/2" q•-q^ 5'-5" 4'-8" 12/04/17 PERMIT SET UNIT UNIT 7,0.WINDOW UNIT / \ �_� T.O.WINDOW UNIT }__ B.O.CEILING+SOFFIT r ELEV:109'-21/4"� ELEV:109,21/4"� ELEV:109'-21/4"0 FRAMELESS GLASS FRAMELESS GLASS CORNER WINDOW CORNER WINDOW //�\\\\ / \ Ki 0 f \ K3 j, \ ® • SAF N // mF' d SAFET1 °' GLAZ ,FLAZ m- SAFETY GLAZING SAFETY SAFETY SAFETY SAFETY SAFETY SAFETY SAFETYM SAFETY SAFE GLAZING GLAZING GLAZING GLAZING GLAZING GLAZING GLAZING GLAZING GLAZIN EXT WINDOW TYPES I T.O.FINISH FLOOR-MAIN DRAWING DATE:12/4/17 SCALE:1/4"=1'-0" ELEV:100'-2 1/4"=8002' It 8 O 8 O EXTERIOR WINDOW/ DOOR SCHEDULE Aicylr ASPEN WINDOW SPECIFICATION: R.O. y 12'-6 3/4" f WINDOWS AND DOORS TO COMPLY WITH CITY OF R.O. 3'-2" 12.-5 3/4" ASPEN AND IECC 2015 AND RES CHECK REPORT BY 14'-1" UNIT y UNIT f AEC DATED 11-29-17.WINDOWS MUST HAVE A y R.O. 2,-70„ 2'-3 1/2" 4•-1 r 2'-2 1n" 3'-1" U-VALUE OF.32 OR BETTER AND HAVE NFRC y 14'-°" ' DOOR ' • 5'-1 3/4" y 11•-a 1/2" f STICKERS WHEN INSTALLED. GLASS DOORS MUST UNIT UNIT UNIT DOOR IHAVE A U-VALUE OF.32 OR BETTER AND HAVE 1'-101/4" 2-71n -/ a•-B in" 2'-7" NFRC STICKERS WHEN INSTALLED.SOLID DOORS 1'-10"1'-101/4" 2'-0" 101/4" 4'-7 1/4" y CLEAR i 2'-71/2" /CLEAR B.O.CEILING+SOFFIT h MUST HAVE A U-VALUE OF.35 OR BETTER AND / - i n' - /`�� ELEV:SOFFIT "9'} HAVE NFRC STICKERS WHEN INSTALLED. P OPERABLE UNITS TO HAVE CUSTOM HARDWARE ° \ FRAMELESS GLASS \ OT / HANDLE TO BE REVIEWED BY ARCHITECT. �� CORNER WINDOW SAFETY F \ m F-o �, GLAZING 0\ in i Q R1 O m i O d m ENTRY DOORS TO HAVE CUSTOM HARDWARE BY / 8 g 8 / g 2 \ m ;, rc OTHERS TO BE REVIEWED BY ARCHITECT. SAFETY , i O GLAZING II , 4 NOTES: SAFETY GLAZING a / / \ CONTRACTOR TO VERIFY ALL MEASUREMENTS TO SAFETY 3"THRESHOLD SAFETY SAFETY SAFETY SAFETY I"THRESHOLD EXT WINDOW TYPES GLAZING GLAZING GLAZING GLAZING GLAZw / ENSURE WINDOWS AND DOORS WILL FIT IN / Y T.O.FINISH FLOOR A . EXISTING ROUGH OPENINGS. SCALE:1/4"=1'-0" ELEV:111'-3" Y. O 0 O 1/ el DOOR THRESHOLDS SHALL BE A MAXIMUM OF 1/2 W 0 INCH IN HEIGHT&THE HEIGHT AT THE EDGE SHALL BE A MAXIMUM OF 1/4 INCH.MAXIMUM BEVEL SHALL BE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL. Z PROVIDE TEMPERED GLASS UNITS WHERE REQUIRED BY CODE. ,— a r cc r co LLI Q I. ° Q O inJ w ' LLU 7'-53/4" 8'-11n" Q R.O. UNIT UNIT CO W UNIT , T.O.WINDOW UNIT T.O.WINDOW UNIT T.O.WINDOW UNIT B.O.CEILING+SOFFIT } /`�� ELEV:121'-0" / ELEV:121•0" ELEV:121•0" ELEV:121'-0' ILIL / FRAMELESS GLASS CORNER WINDOW c ti' 0 / O _rn '/ I� a \ O X CC O W1 W2 SAFETY SAFETY SAFETY SAFETY SAFETY EXT WINDOW TYPES GLAZING GLAZING GLAZING GLAZING GLAZING T.0 FINISH FLOOR$ SCALE:1/4"=1'0" I I` - - I I" ELEV:111,3" O O O 18'-5 1/2" R.O. 18'-41/2" ' UNIT 11•-2 1/2" 24.-2 3/4" J. UNIT UNIT 7•-61/4" 3'-4" 7'-61/4" T.O.WINDOW UNIT _ T.O.WINNDOW UNIT4 B.O.CEILING+SOFFIT A S210111 - ELEV:121'-0" SAFETY --- ELEV:121'-0" ELEV:121'-0"4 pl SLIDING DOOR GLAZING ARCHITECTS X X X X X O FRAMED WALL POCKET 215 S.MONARCH STE.G-102 ASPEN,COLORADO 81611 OPEN CORNER k OY 1 p 1970.544.4856 WWW.S2ARCHITECTS.COM SLIDING DOOR it CORNER POST 1 SAFETY SAFETY eh SAFETY SAFETY ank SAFETY SAFETY 3'-2" GLAZING GLAZING 0 GLAZING GLAZING 0 GLAZING GLAZING J DOOR II DATE REVISION SAFETY _2.11/2"_ SAFETY _ T.O.FINISH FLOOR 4 1 Oil 6/17 RDS REVIEW GLAZING CLEAR GLAZING I. ELEV:111'-3" - yyy 17-2 in^ yyy \ N rc Y 12/04/17 PERMIT SET "_ UNIT UNIT y a B.O.CEILING+SOFFIT A �' ^ 4 B.O.CEILING+SOFFIT i l .O.CEILING+SOFFIT ELEV:109'-21/4"Y elf0 / \ lli ELEV:108'-41/4" ELEV:108'-41/4"4 \\ /� �\ / = "THRESHOLD `' 1.-: \ oOv // 1-0" \ r NI. 8,Z A Z \ m p[� II SAFETY SING SAFE GLAZING DRAWING DATE:12/4/17 EXT WINDOW TYPES / III , H / l T.O.FINISH FLOOR-MAIN SCALE:1/4"=1,0" � ELEV:100'-2 1/4"=8002' ®v v OY M. EXTERIOR WINDOW/ DOOR SCHEDULE A1O27 ASPEN 6UILUIIV V UCr Art I IVILIN I w U z w -,- W-DOOR PANEL Q • CO CC T DOOR PANEL W W Q 9a llQ^^ vJ Q cc CAR OPENIN W O o CLEAR OPENING w - HINGED DOOR SLIDING DOOR a O Z VJ O- - W L� T 1:L � CC w 1 Q SOLID CORE-S- / SOLID CORE WOOD VENEER DOOR- WOODVENEER POCKETDOOR W 1 1/2"JAMB / 1 1/2"JAMB�� 1/4"FRY REGLET--"""/ 1/4"FRY REGLET J x LEVER \ 5 FINGER cc PULL INT DOOR TYPES m. m. SCALE:1/4"=1'-0" O BY WINDOW MANUF. INTERIOR DOOR SCHEDULE SYMBOL DOOR KNOBS/LEVERS HINGES/TRACKS e4:I.:I LOCATION TYPE SWING W H THK MATERIAL CORE FINISH FIRE RATING MFR. MFR. MODEL# MATERIAL LOCKSET MFR. SERIES# MATERIAL DOOR STOPS ADDITIONAL NOTES S2 ®v BATH I I OA SWING 23" 8'-0" 1.3/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TBD TBD TBD PRIVACY TECTUS TE3403D STEEL LINNEA 1'DIA-STAINLESS FLOOR MOUNT 1 p BEDROOM 002 OA SWING 2'-10" 8'-0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED TBD TBD PRIVACY TECTUS TE3403D STEEL LINNEA VDIA-STAINLESS FLOOR MOUNT ARCHITECTS e BEDROOM002 OB POCKET 2'-10" 8'-0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED TBD TBD PASSAGE HAFELE 802 STEEL SOFT CLOSE 1 • p BEDROOM002 OB POCKET 2'-10' 8'-0' 1314' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TBD TBD TBD PRIVACY HAFELE 802 STEEL SOFT CLOSE 215S.MONARCHSTE.G-102 w ASPEN,COLORADO 81611 31 a BEDROOM 003 OA SWING 2,10" 8,0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED TBD TBD PRIVACY TECTUS TE3403D STEEL LINNEA 1.DIA-STAINLESS FLOOR MOUNT p I 970.544.4856 WWW.S2ARCHITECTS.COM IS BEDROOM003 OB POCKET 2'-10" 8'-0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TBD TBD TBD PASSAGE HAFELE 802 STEEL SOFT CLOSE ® BEDROOM003 OB POCKET 2'-10" 13'-0" 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED TBD TBD PRIVACY HAFELE 802 STEEL SOFT CLOSE m BATH005 OA SWING 2'4" F-0• 14/4• VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TBD TBD TBD PRIVACY TECTUS TE3403D STEEL LINNEA P DIA-STAINLESS FLOOR MOUNT v e MECH 006 OA SWING 3'-0" 8'-0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) 20 MIN MIN REQ TED TBD TBD PASSAGE TECTUS TE 340 3D STEEL LINNEA P DIA-STAINLESS FLOOR MOUNT DATE REVISION Mr DEN 007 0SWING 3'-0" 8'-0" 1-3/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED TBD TBD PASSAGE TECTUS TE3403D STEEL LINNEA 1'DIA-STAINLESS FLOOR MOUNT 10/16/17 RDS REVIEW Cr ENTRY 101 OB POCKET 2'-10" F-0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TBD TBD TBD PASSAGE HAFELE BOR STEEL SOFT CLOSE 12/04/17 PERMIT SET V MUD 102 OB POCKET 2'-10' g.0' 13/q' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED TBD TBD PASSAGE HAFELE 802 STEEL SOFT CLOSE ® PWD104 O POCKET 2'-A' 9'-0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TBD TBD TBD PRIVACY HAFELE 802 STEEL SOFT CLOSE v p GARAGE105 OA SWING 2'-10' 9'-0" 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) 20 MIN MINREO TBD TBD TBD DEADBOLT TECTUS TE3403D STEEL LINNEA I'DIA-STAINLESS FLOOR MOUNT m z I v STORAGE 106 0SWING 3'-0" 9'-0" 13 1'/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR NATURAL) TBD TBD TBD PASSAGE TECTUS TE3403D STEEL LINNEA DIA-STAINLESS FLOOR MOUNT p CLOSET108 O POCKET 2'-A' 9'-0" 1-3/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED TBD TBD PASSAGE HAFELE 80R STEEL SOFTCLOSE p GBATH109 O POCKET 2'3" 9'-0' 1-3/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED TBD TBD PRIVACY HAFELE BOIZ STEEL SOFT CLOSE p GBEDROOM110 O SWING 3'-0" 9'-0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TBD TBD TBD PRIVACY TECTUS TE 3403D STEEL LINNEA 7'DIA-STAINLESS FLOOR MOUNT m MNPANTRY 204 OA SWING 24" 9'-0" 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED TBD TBD PASSAGE TECTUS TE3403D STEEL LINNEA 1'DIA-STAINLESS FLOOR MOUNT • eHIS CLOSET 205 O SWING 26" 9'-0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TBD TBD TBD PASSAGE TECTUS TE3403D STEEL LINNEA P DIA-STAINLESS FLOOR MOUNT _ e PW0206 O SWING 2,6" 9'-0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED TBD TBD PRIVACY TECTUS TE3403D STEEL LINNEA 1'DIA-STAINLESS FLOOR MOUNT DRAWING DATE:12/4/17 e HERS CLOSET 207 O POCKET 3'-0" 9,0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TED I TBD TBD PASSAGE HAFELE 802 STEEL SOFT CLOSE e M.BEDROOM208 O SWING 3,0" F-0' 1-3/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TBD TBD TBD PRIVACY TECTUS TE3403D STEEL LINNEA I'DIA-STAINLESS FLOOR MOUNT e M.BATH2O2 O POCKET 3'-0" 9'-0' 13/4' VERTICAL GRAIN WHITE OAK VENEER SOLID,FLUSH CLEAR(BONA NATURAL) TBD TBD TBD PRIVACY HAFELE 802 STEEL SOFT CLOSE INTERIOR DOOR SCHEDULE A 1ef s DED BUILDING DEPARTMENT FOUNDATION PLAN NOTES ALBRIGHT &ASSOCIATES T T 3 4 T T 1. T.W. INDICATES TOP OF CONC.WALL ELEV. -_ 2. T.F. INDICATES TOP OF CONC.FOOTING ELEV. 3. T.L. TOP OF LEDGE 4. -� INDICATES FOOTING STEP Box Park Ave,Unit A Basalt,CO 8,6n CNN FTFT7-6 2 1/4\ 5. 4 INDICATES TOP OF CONCRETE WALL STEP 97o.9x7.43b3 1 °F ` 1 p2,01 I www.albright-associates.com INDICAT STEP OF I -P\' y a 'a.� S3.1�1 r q4 TW 99'-9 3/4 I 6 6. PLANKPLY OR CONCRETE SURFACE q tlt O - - - - - - - - - �r,�qq„' S.3., --- /TF 87'-6 '�SQ w - - - - - - CO 7. • INDICATES COLUMN ABOVE.TYP.L2x6 / ��ypDO LIEF 4yI L �. U.N.O.COLUMNS SIZED AT LOWEST r�5..`p�B�,'J�hI si r POINT,AND REMAIN THAT SIZE FOR EACH S V iV /c•;O _I \ 0 LEVEL UNLESS CHANGED BY NOTE. / i 32972 �.°. ,, TW 99,9 3/4 r ``fn 'w' x 8. OA INDICATES FOOTING P . ry'U. '/ d w SEE FOOTING KEY THIS SHEET y TF 87'-6 �I A '1. 1 9. INDICATES BUILDING ELEVATION Ily 4,5svNA; _ TL 99'-93/4 I 10. • PIPE COLUMN ABOVE,SEE PLAN FOR sump, .klas161,AlblkiIAl w w sr, TL 99'-9 3/4 I 9 SIZE AND BASE PLATE a"ei2047w3eM541r33+06 d093ns - 5-.1 )OD 11. IXXX1 TOP OF BEAM ELEVATION I- 1 12. JOIST BEARING W T 100,31/2 1 r T TF 87-6 _\ S3.( TW 90,10 1/2 13. C JOIST HANGERSIMPSON"U"HANGER 3I E 87 6IE U.N.O. 53.1 �" 1` 12 14.-- 4"0 PVC FND.DRAIN,SET IN GRAVEL AS y G EMBED PLAT4E ON ARCH.DRWGS. I L L 0# 4�. 53.1 O - - - - - - - + - - - - - - - - - - - O 15.VENT CRAWLSPACE EAS PER IBC SEC.1203.4. PROVIDELOCKOUTSRIN FND.WALLS AS REQ.SEE L---- EMBED PLATE 199'-9 3/4] GENERAL NOTES FOR REINF. I TW 99 93/4 TF 87,6 16.DO NOT SCALE DRAWINGS.CONTACT ARCHITECT TW 100'-2 1/4 12 OR ENGINEER FOR DISCREPANCIES OR MISSING TF 87'6 \1, S3.1 DIMENSIONS 10 `,1.1\ LEDGE S3.1 .. TL99'-93/4 TW 100'-9 TL 99'-51/2 �r(S'+ CNN SITEDING ELEVATION 1- BUILDING 100'-21/4 TF87'-6 r Af f 32 © A 4 "-, a s3.zi. vab ®I I s;1 r r ; 4 v r J L- J L-J \._ PAD FOOTING SCHEDULE I f' 1 MARK SIZE REINFORCING r - wc77 r-�- _ Jt, t s VTW 99',5 1/2 �'m TL 99,5 1/2 ©L--T-J ® 1 EMBED O 2'-0 SQx 10" 3-#5 EACH WAY 'lj,f t, TF 87'-6 PM AB iO•��6 1 1 1 1199'.9 3/4] 1 BO 3'A SQ.x 10" 4#5 EACH WAY - a) OC 4,0 SQx 10" 5-#5 EACH WAY V //LEDGE O S-Ox 8',0x 10" #5 @ 10"O.C.EACH WAY W T 100'-9 8"WALL a) TF 87'-6 \ TW 88'-2 TW 88'-2 // OE 7'6 SQx 16" 9-#6 EACH WAY TYP.U.N.O. /TF 87'-6 TF 87'-fi • 70 J L- ---- TYP.U.N.O. N O r O 0 6 (534.1 4 T.SLAB (® nn`� C....)53.1 88'-2 y V./ TL 99'-5 1/26.1 < 1 © ¢ / 4"CONCRETE SLAB W/6x6W 1.4 xW 1.4 WWF OVER COMPACTED rn r I- L GRANULAR BASE(CONTROL - --- I • I ,Qx S--I TW 100'-3 1/2 Om JOINTS @ 15'A"O.C.MAX.) r L- E87''6 r--- A /, ISS y,Ah TW 98',7 1/2 5 y G , O - - - - _ - J E8T-6 - - - - - - 53.1� - - - �OF�' - - - - - - O F/'i/-1 D TW 88'-2 53.1 L /TF 87'-6 J HSS S�rx B16 T B.YL. / 1" lC s 1w90'-101/z 3k' 1 ITW88',21 1 9 TF 87,6 4 TF 87'-6 L -_ ), Sal TW 98'-7 1./2 (53,1 -�- O S3.1 TW 79'693/4 L---L vPI L TL 99'-5 1/2 BEAM POCKET 1 11 (98'-83/8] //LEDGE 53.1 TW 100,9 v. TF87'-6 '\ + ��' NOTE: y`-1v G� d g+4 SEE ARCH.FOR $y�+Po ' o `�1 l6 TL 99'-9 3/4 ALL DIMENSIONS 1.1 &ELEVATIONS 10 NOT INDICATED. L �, TW 100,21/4I S3.1 TF 87'-6 - L - © L� t1r /1 3" © FOUNDATION 1 20" LEDGE 32 s19 3" TW 100'-21/4 TW 99',5 1/2 d k 53.2 ^1 q- TL 99'-9 3/4 b // (53.1 E 87'-6 FTG. TL 99'.9 3/4 ,tgq,,,�y \ BEAM LEDGE TF 87'-6 PLAN EMBED �q yv,p\ U + POCKET 3 PLATE .�.0",. n ��4- 198'-8 3/8] b �'2 s3.1 199'-93/4J o �s 5 L---- ---- - - --�-- -J t I _ s3.z � C t O - - - r-- -L---- TL - -- } ----r - - O SCALE:1/4„_1,A,� b ti 1 �10 TWI00'21/4 �.� ,'5+w.t ( TF 87'-fi (0 TW 99'-93/4 h+C4'�T, 'y Yq 9T 4 S,.11 E87'-6 �A 9, .3, y TW 99'.4 f 0��bl y s3.2 ISSUE: OFF. TF 88'-0 9q• TW 99'.93/4 11/3007 PROGRESS TW I00'-2 1/4 111F87'-6 10/o5/17 PERMIT TF 87'-6 6 S3.2 T J® 1 1 ALBRIGHT&ASSOCIATES WAIVES ANY AND ALL AND LIABILITY FOR PROBLEMS JOB#: 17053 WHICH ARISE FROM FAILURE TO FOLLOW TH1 2 3 4 5 6 (13 CONVEYY,OR FORDPROBLTHE DEMS ESIGN WHICH ARISE SHEET: FROM OTHERS'FAILURE TO OBTAIN AND/OR ALBRIGHT ASSOCIATESFOLLOWIDANCE WITH RESPECT TO ANY ERRORS, S Ef_EIVED OMISSIONS,INCONSISTENCIES,AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. 12/11/2 017 ASPEN BUILDING DEPARTMENT FLOOR FRAMING PLAN NOTES ALBRIGHT &ASSOCIATES 1. El OR 0 COLUMN BELOW 2. •OR• COLUMN ABOVE T T T T 5 OT 3. JOIST BEARING 4oz Park Ave,Unit A Basalt,CO 8t6n 4. E JOIST HANGER 970.9�7.43b3 5. ��, STEP PLYWOOD/FRAME www.albright.associates.com I I 6. INDICATES BUILDING ELEVATION """`x,,pttl O1'DOUcf t10 II 'r` 7. SHEAR SHEAR PANELS FOR EXTENT INDICATED. VOA'-1. AL6"p�NOI O - - - I IL - - - - - O IX-X"I INTERIOR WALL PANES TO HAVE �. I 1 NAILING&BLOCK NG AS NOTED IN 32972 g GEN.NOTES&EXTERIOR WALL PANELSTO BE STYROFOAM SIS9 -?Q'`J1',, • yl 1 `''' 1ti3TI118 I • S. E PER BOXED NINDICATSOTE BELOW ENT CONNEC oN / "tllpbN � .' 00 2 O 9. IXXX'-XXI TOP OF BEAM ELEVATION ,=:2012,lr�SA6 1.4032 1/210910 • I°O 10. r SCOT.:.`=/1 INDICATES OVERFRAMING • 2-9 1/2"LVL W/HUC410 WI r DEN g N 11.ALL SUB-FLOORS TO BE 3/4"T&G PLYWOOD GLUE. 14-1/4"0 x 13/4"SIMPSON 007 f, NAILED W/NAILING AS NOTED IN GENERAL NOTES. TITEN SCREWS @ EA.END m U I 0^�~ • m I U.-a 12.ALL COLUMNS SHALL BE 2-2x6 UNLESS NOTED b� , , r k 0 OTHERWISE. C� �`SS¢ m F' 12 EMBED 9g kgx3i f. S3 13.ALL HEADERS SHALL BE 3-2x10 OR L 9 1/2"LVL WITH 2" PLATE OJT 76 .t, RIGID INSULATION.COORDINATE WITH ARCHITECT. O — — — — — — — — _ W 1Ox86 W/Ix PLAT'-LJ Ll — — — — — — O NO INSULATION AT INTERIOR WALLS n 1 199'-10 l/2] EMBED PLATE 14.DO NOT SCALE DRAWINGS.CONTACT ARCHITECT 12 T. G N- OR ENGINEER FOR DISCREPANCIES OR MISSING S3.1 L 100,0 0 LOCATE ONE FLOOR JOIST @ DIMENSIONS. III EDGE OF OPENING,MAINTAIN �--- 16"O.C.AVERAGE SPACING • I NOTE: T.PLY • S' EXTERIOR SHEAR WALL PANELS SHALL CONSIST OF 1" 99'-9 5/S � MECH '' STYROFOAM SIS^"PANELS W/BLOCKED PANEL EDGES /0 INSTALLED PER MANUFACTURER RECOMMENDATION ��♦ W/1"CROWN 16 GAUGE STAPLES PENETRATING MIN.1" y 32 INTO STUD @ 3"SPACING @ EDGE&FIELD.TYP.U.N.O. HATCH INDICATES DROPPED �-2^• STRINGER b> N S3.2 e K FLOOR FOR SHOWER ; . 1 SEE SHEET S2.2 I Off'� 5,1�,�� - ��IS / U qP _ WI0x15 1 WI0x15 U I ..6 [99'-93/4 199'-93/41 EMBED as P 1 /� A.,27 -� PLATE �'O 153.2 l� ii 27 I? ��(6' 53.2 O O VA.® ^@ 7 H / BUILT-UP s"x 4"x l/2" ��YY • - TUBE STRINGER _ �� • I •TAIR a.) Lo 1 '' Lll 7/8"LVL V GCE +,'lJtl� ^C / 1'isti' to HU11 E• P4 � • 51 �..L� U • — — ,� aG Co 3 BEDROOM I 5332> 'C Q' q S3 1�'0 1003 I I,..I U I I "' i--1 �Go >51G Li I) 1 i0. o T.PLY N . OArth D T P 2.1171 1 LVL J E. D I �a IA9Gy I ®� ='I y d TG I<:. _ • 7• • I fi I- — BEDROOM : • I o0z 1 —'�� — T.PLY U IM I.` I A �100'-0 0 2.2x12 LEDGER W/ POCKET ,1Jj GARAGE FRAMING HAS I BEEN SIZED FOR 4"MAX. ti,^'. 2-3/4"O EXP.BOLTS '� ■ �rBB THICK CONC.TOPPING SLAB -@l STAGGERED W/6" n ':I '. ly_ SPACING&4" (� � ? 5 C . Fj CONC.EDGE DIST. ./ 7 @ -_I 7 © - - _, , I z 14"LUI 14 © MAIN FLOOR 9'a 1/4� � �' FRAMING PLAN 3 EMBED BEAM ,iyp® ° A7�,%J /`PLATE POCKET i ��ae i U m r 1 O — — —I — — — — — _1 — — �� U O t I 32 I I SCALE:1/4"=ILO"L S3.2 ISSUE: t/15/17 PROGRESS n/3o/17 PROGRESS 10/05/17 PERMIT I I I I I NOTE: SEE ARCH.FOR ALL DIMENSIONS &ELEVATIONS I NOT INDICATED. I I I I I ALBRIGHT&ASSOCIATES WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS JOB s: 17053 (3 WHICH ARISE FROM FAILURE TO FOLLOWTHESE PLANS AND THE DESIGN INTENT I K 3 4 5 CONVEY, R FOR PROBLEMS W CH ARISE SHEET: FROM OTHERS'FAILURE TO OBTAIN AND/OR FOLLOW ALBRIGHT ASSOCATSIDANCE WITH REOSPECT TO ANY&ERRORS, S E. EIVED OMISSIONS,INCONSISTENCIES,AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. 12/11/2 017 ASPEN BUILDING DEPARTMENT FLOOR FRAMING PLAN NOTES ALBRIGHT &ASSOCIATES I. ❑OR O COLUMN BELOW 2. •OR• COLUMN ABOVE -_ 1 T E? OT 3. JOIST BEARING 4oz PtrkAve,SnitA Basalt,CO Mal 4. [ JOIST HANGER 970.907.4363 31 CD 3/8"x3"STEEL DECK FRAMING www.albright-ass0ciates.com +e S3.2 X-BRACE BELOW HAS BEEN SIZED 5. � STEP PLYWOOD/FRAME 'cam FOR 4"MAX CONC. 1 I I \ F <0 &STONE TOPPINGS 6. !y INDICATES BUILDING ELEVATION �xxxxxvvvtt b91/2"LVI- e�E1 W8x18+I10'-61 y'�00 2-91/2"LVL 7 ='000 L/Cn„ T Arr o = 0 . . f 1 [ W10x100—� 2.9 1/2"LV 9 1/2"L , T SHEAR SHEAR PANELS FOR EXTENT INDICATED. %VOA-4�V.ALBp�N0117i O - - - - - - - _ J -� O Ix-X^) INTERIOR WALL PANELS TO HAVE % ?,1 4 38k Pl NAILING&BLOCKING AS NOTED IN ('' yZg7Z i GEN.NOTES&EXTERIOR WALL PANELSI r. TO•,"", TO BE STYROFOAM SISTM TYPE PER 77i N a N�� Z�a 10'LS 1/4 �U� = 9 1 2"LVL BOXED NOTE BELOW hL11 v,3 I�'r Z 6k W12x961111'-0 n LJ LL' � @6"O.C. 8. —4 INDICATES MOMENT CONNECTION gtroNAL ,,_ 53.2 ,., 21k fl W12x96[111'-0] fl l2k ��j Sz paw,."Ygoh3wFslbdgh4",w"."�„a 25 K• IG 1 `98 9. [XXX',XXI TOP OF BEAM ELEVATION ,..0A10i 12,05410814&50710{H",.... S3.2 _ 10',105/ S?3 P'x 8" @ 10. Pi-..h, ;4 INDICATES OVERFRAMING •F II STEEL PLATE HATCH 8 �'� ZQ I INDICATES �O5.4 o 11.ALL SUB-FLOORS TO BE 3/4"T&G PLYWOOD GLUE. DROPPED ro NAILED W/NAILING AS NOTED IN GENERAL NOTES. M Lo FoRFOR ,o-j G.BEDROOM I I x SHOWER '' --I [1l0 I F - 12.ALL COLUMNS SHALL BE 2.2x6 UNLESS NOTED W • OTHERWISE. O - - - - — — x STEEL PLATE- - - 13.ALL HEADERS SHALL BE COORDINATE OR 2 9 1/2"VL WITH 2" k_ - W 12x96 L II 6k -�, RIGID INSULATION.COORDINATE WITH ARCHITECT. B fl �',�___ • fl O NO INSULATION AT INTERIOR WALLS �I ggL� I 22 �II�o o T.ti�j 4.DO NOT SCALE DRAWINGS.CONTACT ARCHITECT S3 2 I \\44 23 `I P OR ENGINEER FOR DISCREPANCIES OR MISSING 53.2 ' ®x LOCATE ONE FLOOR JOIST @ DIMENSIONS. LOCATE ONE FLOOR JOIST @ EA ®I I ® rj' ® EDGE OF OPENING,MAINTAIN EDGE OF OPENING,MAINTAIN 16"O.C.AVERAGE SPACING 16"O.C.AVERAGE SPACING ) 1 NOTE: I - „rill1 EXTERIOR SHEAR WALL PANELS SHALL CONSIST OF 1" / STYROFOAM SIS^'PANELS W/BLOCKED PANEL EDGES _ INSTALLED PER MANUFACTURER RECOMMENDATION ,4 • W/1"CROWN 16 GAUGE STAPLES PENETRATING MIN.1" A % INTO STUD @ 3"SPACING @ EDGE&FIELD.TYP.U.N.O. Icp`eF�e� / /I allii i II �yy��I� "" • r- ll niBk - n I ._\ R - Wexzlr 1, f 3/8"x3"STEEL T.PLY / X.BRACE BELOW '� 1101,8 1/4 _ (CONN.SIMILAR L -4---Tu. - To DET.34vISLA) - > I I C.) SHEAR WALL U BUILT-UP •t�p2Q BUILT-UP O C 3 F. ' TUBE ,/ I I Iup DECK FRAMING yG T.PLY7f1 STRINGER I ^k ,... O HAS BEEN SIZED Ill'-03/4 - Fr�1"/!� O FOR 4"MAX.CONC. 9 1/2"LW - O I - U &STONE TOPPINGS @ 16"O.C. /• 33 5 p O 9)gE°BIR Q) G S3.2 GARAGE 1 103 . \, Up/ tr i..1 -3 7 • - \ O d'' 1ON 515150 '. O - - - - - - - -� �I , W14x30 �*S'�`G - - O D W1zx79 1 _ !' + D 24 / ■ ,o n 2ok' 11I0'-10 1/2] FASTEN PLYWOOD DIRECTLY TO 53.2 ° J' 1 ' BEAM TOP FLANGE W/POWDER 9 1/2"LVL 1304 \ - ACTUATED FASTENERS @16"O.C. J _ r -_ — I I ENTRY HATCHED BEEN NZEDF ENTRY HAS BEEN SIZED FOR • I I 30 PSF MAX GREEN ROOF I 1 Ir LAUNCRY 532 'g ' 103 18 I Io II A o s,2 - �,MUD E i NOTE: I lol ,�' SHEAR SEE ARCH.FOR DIMENSIONS Y6 IGS3.Y 102 '3 WALL ALL DIMENSIO N555 6I4 T.PLY �'SG 9 I16 L � NOT INDICATED. pp 16,, W16x1o0 U NS ,_ 2-14" VL 10'-6l/4 `'6y'9 /@ — — a /---. 09'-to l/a—= ' n - •—i 91/2"LVL— rt �r F ) UPPER FLOOR �'a` / @ 16"O.C. 0 5372 I /a = . FRAMING PLAN • A 30 • \ S32- - - - - - - - - RxIS _ \ ----I— WSx24 - t 0 0 = -_ -- Il09'-103/4 v / 'Ye ty a+Tn a�\SF' X-BRACE3BE OW ®W Im. \ 29 SCALE:1/4"=1'A" OLD r r� O (COON.SIMILAR ® 30' S3.2 TO DET.31/S3.2)f 53.2/ ISSUE: /15/17 PROGRESS 6k LI W12x120 U 1pk DECK FRAMING 11/30/17 PROGRESS 15 Z HAS BEEN SIZED 12/05/17 PERMIT I FOR 4"MAX.CONC. I S3.2 i v9 �, f &STONE TOPPINGS NOTCH END OF BEAM ��a0�� TO85/8"DEEP&ADD - - y0� e 1"x 12"TOP PLATE rn C1 ,2 e4 • 22 I 'O LJ W8x67(2-SPAN) I" 1 16k S-2 I I A 1 I A NOTCH END OF BEAM I I 22 22 TO85/8"DEEP&ADD 53.2 S3.2 1"x 12"TOP PLATE ALBRIGHT&ASSOCIATES WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS JOB a: 17053 WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS O 2 3 4 5 O CONVEY, RF RDPROB EMS WHICH ARI THE DESIGN INTENT SE SHEET: FOOM LLOWOTHERS'IDANFAILURE TO OBTAIN AND/OR C Ef IVED FOLLOW GUIDANCE OF ALBRIGHT& `7 ASSOCIATES WITH RESPECT TO ANY ERRORS, - OMISSIONS,INCONSISTENCIES,AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. 12/11/2 017 ASPEN BUILDING DEPARTMENT ROOF FRAMING PLAN NOTES ALBRIGHT &ASSOCIATES 1. ❑ORO COLUMN BELOW - 2. JOIST BEARING T 2 3 4 T ci) T 3. C JOIST HANGING qox Park Ave,Unit A i) 4. SHEAR SHEAR PANELS FOR EXTENT INDICATED. Basalt,CO 8,6n ',.;‘..1 p A p IX'-X"I INTERIOR WALL PANELS TO HAVE 97o.9z7.43fi3 '�u Db q NAILING&BLOCKING AS NOTED IN www.albright-associates.com GEN.NOTES&EXTERIOR WALL S 0� rx'rjO476 TO B STYROFOAM SIS''TYPE PER�ES �xxxxxx�� 0 J� BOXED NOTE BELOW <rO L,ClulII I IIr_-- -1 VLx C'bNT.[122'.5'1%4 c o`'�•'�:n'i6•EN`P-11/ II� � _ 5. INDICATES MOMENT CONNECTION i ci;�'k- Aim•_O Ali O - - - - - - - III'\ Ifr 4`Y\ 6. ' ' - - - - O 6. IXXX'-XX"1 TOP OF BEAM ELEVATION ' 32972 �.° 0. SHEAR 9 "�I�`a �� I7I ® Fq TA ail r WALL y,('v 7. I"sA==?°-"�``- INDICATES OVERPRAMING �i ;• S - '•'•. l IO `� �� _ 8. ALL COLUMNS SHALL BE L 2x6 UNLESS NOTED - 3.16"LVL, 2.6"LVL -.-16"L' Il 2' 1/ I� ��g 122',5 1/4 b� ,122'51/41� �O i L L OTHERWISE 4-q�roN t xU NvY f'2.117/8"LVL11 �P�4 \~��I 2-16"LVL 3-16"LVL[122'-5141 9. ALL HEADERS SHALL BE 3-2x10 OR 2-91/2"LVL WITH 2" 3' ti 122'-S I/4] RIGID INSULATION.COORDINATE WITH ARCHITECT. "� `�`B`®�b7e33t97.07=01Y°,.... 1122,5 1/41 G®`E/ 5�� F G G b NO INSULATION AT INTERIOR WALLS F , �� j. 111 9A -J • y p o "^ I ,., 10.ALL SLOPED ROOF SHEATHING TO BE 5/8"CDX �d m yO r''ti l �,_. r>', �� ... �m .�J \ -- PLYWOOD WITH NAILING PER GENERAL NOTES. M.BAT '0 / 1L ALL LEVEL SHEATHING TO BE 3/4"CDX PLYWOOD H '''2, O 209 p ®. WITH NAILING PER GENERAL NOTES. _Q, /\) V @ m ;o \� PERIMETER REGION SHOWN 12.DO NOT SCALE DRAWINGS.CONTACT ARCHITECT -HATCHED HAS BEEN SIZED ^� � ' OR ENGINEER FOR DISCREPANCIES OR MISSING FOR 30 PSF MAX GREEN ROOF O ,, _ _ - - - - I� - (Hilo - \ - - - O DIMENSIONS. M.BEDROMI1 �I� zoa - �� --• I I [I. 'L HER.CLOSE ❑ ROOF(EXCEPT HATCHED AREA& EXTERIOR SHEAR WALL PANELS SHALL CONSIST OF 1" SHEAR I I ,�,\,,[ • � T 207 \-_ DROPPED ROOF DECK)HAS BEEN STYROFOAM SIS-PANELS W/BLOCKED PANEL EDGES 14'-0] I M g_�� SIZED FOR 10 PSF MAX BALLAST INSTALLED PER MANUFACTURER RECOMMENDATION j C / .��•` W/1"CROWN 16 GAUGE STAPLES PENETRATING MIN.1" S'• I,� SHEAR INTO STUD @ 3"SPACING @ EDGE&FIELD.TYP.U.N.O. �® V o ® 116'.Ol [ m P fI- PANTRY �o 204 ��HIS. OSEI - b aNt`r. 4`,0° I_ 4S66,06C 32 J. - um _0;4t- _._. 14x53 I - - -'1 '�' A181,,,,,E -; _-/ - E3 - -122'-33/410 36 / � - OFTl 000 53.3 � N SHEAR WALL ,.' S3.2 T.PLY ., Sd @ 3"O.C. I 22'-6 NOTCH BOT.OF 1� KITCHEN BEAM 4"±FOR SHADE POCKET II I v 203 I I `t, I 22I ...I O 1. W W14x43[122'-33/41 LJ 1, 61-WI.26 6k , 53.2 CID ca .-: I I I ®V�If• l- 1 IIII� 122'-33/41 II N =/I E o� W O ♦ L 22 ,\k U DE K 11 o s3.z .� I G 1 II oO O M' _ I' UP �,�t,, Mk 41 All, C s3 3 a �� "®' nire ®do ®. S3 3 N• S3 2 16'`� f 22 rl �'�S' <-y 53.2 O - - ` �1� - - .-� W14x53 U. - + - 14�'ll W14x4:1122'.33/4� ❑7k �vo - O I DROPPED ROOF DECK IA 4k 122'-3 3/41. k l REGION HAS SIZED FOR 3 1/2" �F MAX CONC.&STONE TOPPING �" Fy`'e x JNO2O vk vWC@ 16"O.C. 2x8 2x8 ft • 2x8 I S� I - - - - _ - -@ 16"0.C. 7 @ l6"O.C. @ 16"O.C. - 'III � DINING F 5� I 4,1 3 1 021 41› �Iil,� v FASTEN PLYWOOD a'3 '� x n ♦I 4 DIRECTLY TO BEAM TOP ,, '3^ ,- FLANGE W/POWDER T.PLY . ACTUATED FASTENERS I l21'.9 1/4 4 K- e'CF,, 1 (TYP.@ W14x233 BEAMS) NOTE: - '>6 4 SEE ARCH.FOR 4 ALL DIMENSIONS I- , 'I 22 &ELEVATIONS (��\\ Ilk x W21x93 x 17k W14x233 4-,,,'''' � S32 NOT INDICATED. -- <- - - - --\- - [122'-10 7/81- * - 19k -1122.5 1/41 r - - -I- F ROOF SHEAR LIVING I DECK •� M WALL I., tiv N CH BOT.OF ,\\N FRAMING PLAN �.�\��O o 201 BEAM 6"±FOR ,�".-�� N F;, �S4 U0 SHADE POCKET `J4,,,Y C vO J - -n - - :tiU L122,4T.PLYLO . , > G N 25 - SCALE:1/4"=1`A" ,��_�`sl s4.2 - 22 ISSUE: 1-1/15/17 PROGRESS k LS - C W14x233[122'-51/4 I . 5=.2 n/3nI17 PROGRESS 5322 y � n (CONT.) 12/05/17 PERMIT I 3/8"x3"STEEL - yb I. X-BRACE BELOW ^\,0 (CONN.SIMILAR <'`^, '; TO DET.31/S3.2) 5 N C?k$' ‘ 22 1 6� IW14x14 W/lx PLATE �' 1 CBk 11, 5.„-2 I Amy I [122'-41/21(2-SPAN) 1 I I 1 22 ALBRIGHT&ASSOCIATES WAIVES ANY AND ALL 53.2 RESPONSIBILITY AND LABILITY FOR PROBLEMS JOB s: 17053 (13 WHICH ARISE FROM FAILURE TO FOLLOWTHESE PLANS I Z 3 -r S O CONVEY, RF R PROBLEMS WHICH ARIESIGN INTENT SE SHEET: FROM OTHERS'FAILURE TO OBTAIN AND/OR ^ E..! �. FOLLOW ALBRIGHT ASSOC AT SIWITH REOSPECT TO ANY&ERRORS, I`V`D OMISSIONS,INCONSISTENCIES,AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. 12/11/2 017 ASPEN BUILDING DEPARTMENT GENERAL NOTES II ALBRIGHT NOTE: 1 1 JOB NAME FINGER-JOINTED STUDS MAY BE USED IN NONSTRUCTURAL APPLICATIONS PROVIDED EQ. EQ. &ASSOCIATES PROVIDE I"±NON-SHRINK 2 3" EQ. EQ. 3" 2 2x STRANDGUARD PLATE W/ 11/15/17 DESIGN VALUES AS LISTED FOR"LIGHT FRAMING STUDS"ABOVE ARE ACHIEVED.SIZES 1 12x WALL SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES.PROVIDE SOLID R TUNDER BASE PLATES. �-CJ 12" 12" GROUT 1/2"O x 10"A.BOLTS @ 48"O.C. A DESIGN LIVE LOADS SEE PLAN BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MEXCEP 1S4 (@ SIM.EA.WALL HAS 2x PLATE 1.GROUND SNOW l00 nsf CAOSSBRIDGING AT NOT MORE THAN 8'A"O.C.BETWEEN SUPPORTS EXCEPTAS a W/FASTENERS AS INDICATED) # ROOF SNOW LOAD 75psf OTHERWISE NOTED.PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING W 5 x CONS.@TOP 2.RESIDENTIAL �sf PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARTITIONS RUNNING P., ¢3/4°0 x 10" �' • x • 41/2"0 x 10" OF WALL 3.WIND:BASIC WIND SPEED 1I5 mph C( FINISH SURFACES PERPENDICULAR TO JOISTS.PROVIDE BRIDGING AT NOT MORE THAN 6'30"O.C.FOR q02 Park Ave,UnitA A.BOLTS A.BOLTS EXPOSURE B STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING IBC Basalt,C081621 SEE ARCH. CONC.SLAB& NOTE:SEE ARCH.FOR ALL FLASHING, 4.SEISMIC CATEGORY C. �I _ _ x MINIMUM REQUIREMENTS.CONNECTORS SHOWN ON THE PLANS ARE 9Z0,92Z,4363 1/4 TYP. I REINF.,SEE PLAN WATERPROOFING,DRAINAGE,ETC.INFO.I MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY.WHERE HANGERS ARE w B.PL'C' SET COL.FLUSH4 T.SLAB -- �p��,-- -- B.DESIGN CODES INDICATED TO BE FASTENED TO CONCRETE OR MASONRY WITH TIT EN SCREWS, ww.albright-associates.com PI; I.INTERNATIONAL RESIDENTIAL CODE(2015) HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH TECHNICAL BULLETIN TO EDGE OF B. T.WALL • • TUBE COLUMN @3/4"XS"X1'-4" 2.ACI BUILDINGCODE(ACI31814) "T-HUHUCTTN"BY SIMPSON STRONG-TIE.CONNECTORS BY OTHER MANUFACTURERS PLATE @ C.1 SEE PLAN OR OTHER ""t EQ. ',EQ. GRID 3.AISC STEEL CONSTRUCTION MANUAL(14th EDITION) SHALL BE DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY IS EQUAL TO OR (SEE PLAN) 3 1 1 3 (� �I - 4.AITC TIMBER CONSTRUCTION MANUAL(4rh EDITION) GREATER THAN THAT OF THE CONNECTOR SPECIFIED.FOLLOW MANUFACTURERS -s,.0001/C"Ill I 1 ¢ 3 2 2 30 4 'C- BM`SEE PLAN RECOMMENDATIONS FOR NAILS AND BOLTS.ALL NAILING NOT NOTED SHALL BE \.� ••".. fN Jl/ B.PL A / '� / 1 1 T.FOOTING MI Ell C.SPECIAL INSPECTION ACCORDING TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. `•FY"'A LBB''..e2 l// 1- 1" STYROFOAM SIS"' �'%4 /C 2 1.....2 SEE PLAN L#5 _ r' J' 2x WALL SPECIAL INSPECTION REQUIREMENTS LISTED BELOW ARE BASED ON THE SIMPSON 112.5A TIE WHERE ROOF RAFTERS BEAR ON AN EXTERIOR WALL AND THE y,:, @3/4"X 10"X 10" \ \ 4-1/2"0z 10" _ PER PLAN&MANAF. REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE.THE REQUIREMENTS ADJACENT OVERHANG EXCEEDS 2'6",UNLESS NOTED OTHERWISE WHEN PRESSURE j x CONS. y�SEE PLAN 1 32972 IIMI ARE TO BE ENFORCED BY THE LOCAL BUILDING OFFICIAL THE OWNER SHALL RETAIN .. _ 1-^'\ =N\ A.BOLTS TOP OF HARDSCAPE SHALL BE OR W R HOT-DIP GALVANIZED IS SPECIFIED, FASTENERS AND CONNECTORS I.�"l N\ ~" - MAY BE FLUSH 2x STRANDGUARD THE"INDEPENDENT INSPECTOR"AS REQUIRED BY CHAPTER 17 0�THE IBC AND THE SHALL BE EITHER HOTDIP GALVANIZED OR STAINLESS STEEL /// 1 1 Iry M • TO EDGE OF B. C - -\g O - PLATE W/1/2"0 x 10" LOCAL BUILDING OFFICIAL THE REQUIREMENTS LISTED BELOW ARE BASED ON A /il.•'•..... i 2-"� 1--" 111111.11 f. o _ d W/TOP OF WALL :n _ STRICT INTERPRETATION OF THE IBC AND MAY NOT BE REQUIRED BY THE LOCAL 4 2 4" \ '�\ ° - A.BOLTS @ 48"O.C. PLYWOOD 11 % / Iy / y / y / _\ PLATE @ C.1 O _ BUILDING OFFICIAL BASED ON EXCEPTIONS LISTED IN IBC SECTION 1704.2. It roNAI 1 #5 DOWELS x FULL m U T.WALL m 2.2x STRANDGUARD FOR ROOFS,FLOORS,AND SHEAR WALL SHEATHING SHALL BEAPA GRADE 1It"" 4-1/2"0 x 10" \ @ 16"O.C. J HT SEE PLAN SEE PLAN \ 1- 1PLATES W/1/2"0 x 10" CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1705.3,EXCEPT'SPECIAL TRADEMARKED CDX WITH EXTERIOR GLUE.LAY UP PLYWOOD WITH FACE GRAIN _ A.BOLTS INSPECTION IS NOT REQUIRED FOR TYPICAL FOUNDATIONS FOR BUILDINGS LESS THAN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS FOR FLOOR AND ROOF Sw,,,pl,,:o:.o11g6h,lWAf61j®h4s,,.,..,,L„I: -•" 6" A.BOLTS@24"O.C. Q SHEATHING.PLYWOOD OVER DECKING TO BELAYED PERPENDICULAR TO DECKING. aaaaGL71ia1:$,0R41034409A.E'%i.•... • 1 I \ - _\ (�"t •.4- 3 STORIES WITH R-3 OCCUPANCY,UNLESS REQUIRED BY BUILDING OFFICIAL,BUT STAGGER JOINTS TO AVOID PLYWOOD EDGE ALONG PLANK EDGE.ALL NAILING ~~\ -�� B.PL E _ `\ CONCRETE MATERIAL SAMPLINGS ALL STILL BE PERFORMED,DESIGN OF EMBEDDED f.1N I I d ° COMMON NAILS;RING SHANKED FOR ROOF AND FLOOR SHEATHING.REFER TO TABLE lJ • - \ �^� -54., NOTE: '�JJ III- ANCHOR BOLTS HAVE NOT BEEN INCREASED PER SECTION 1911.5,THUS NOT `` -+IN 1/2" \ \ III-TIJ=1 T.PLY BELOW FOR USE REQUIREMENTS: �'r '"\ @ 3/4"X 5"X 1%2 FOOTING TO BEAR ON < SEE PLAN$ REQUIRING SPECIAL INSPECTION.EMBEDDED ANCHOR BOLTS,INSTALLED PER IRC 1 1s� UNDISTURBED NATIVE SOILS. T.LEDGE SECTION R403.1.6,ONLY REQUIRE SPECIAL INSPECTION IF DETERMINED NECESSARY BY 1 1 41/2"0 x 10" X 2Z'XI ¢' XI j^ AIL THE BUILDING OFFICIAL,PER IRC SECTION R109.1.5. USE THICKNESS SPAN/INDEX EDGE INTER SEE PLAN RATIO NAILING NAILING B.PL B A.BOLTS • ' c_- - CONCRETE MASONRY-MASONRY HAS BEEN DESIGNED USING THE EMPIRICAL METHOD FLAT ROOF 3/4" 48/24 Bd@6'OC 8d@12"OC ' 'D' L#5 HORIZ. PER SECTION 2109,WHICH DOES NOT REQUIRE SPECIAL INSPECTION.SHEAR WALLS @ 3/4"X 5"X 1'-5' (� 7 7` B.PL D (` 7`r J I SLOPED ROOF 5/8" 32/16 Bd@6'OC 8d@72"OC O BASE PLATE DETAILS CI li'ONC'•WALL @ MA'1 li'OOTING' @16"O.C. lZ" - -�- AND OTHER MASONRY WALLS,AS INDICATED ON THE PLANS,HAVE NOT BEENFLOOR J/4"T&G 48/24Bd@6'OC 8d@72"OC I/ - DESIGNED USING THE EMPIRICAL METHOD AND REQUIRE SPECIAL INSPECTION PROVERT&G DECK'G 3/4"ORIENTED 48/0Sd@4"OC Sd@8'OC @ 3/4"x 11"x 11' CLR. - seE SECTION 1705.4. @ 1 1/2"=1'A" 17053 @ 3/4"=1'A' 17053 #5 x 36"LONG FLOOR JOISTS STRAND BOARD r &HANGERS STRUCTURAL STEEL UALIT SPECIAL SSURAINSPECTION,SPECTI N,RREDSHALL BE PERAS UALITYCONTROL SHEAR WALL 1/2"PLYWD 24/0 8d@4"OC 8d@I2"Cx VERT.@16"O.C. - 1 SEE PLAN(JOISTS INSPECTION AND QUALITY ASSURANCE INSPECTION,SHALL BE PERALSC36010SECTION 1/2"ORIENTED 24/0 l0d@3"OC l0d@12"OC NOTE:SEE ARCH.FOR ALL FLASHING, " II" - N.ALL BOLTED CONNECTIONS ARE BEARING TYPE CONNECTIONS,UNLESS NOTED STRAND BOARD WATERPROOFING,DRAINAGE,ETC.INFO. FINISH SURFACES ' i/1 CLR. PARALLEL W/ OTHERWISE,REQUIRING INSPECTION ON A RANDOM BASIS.SPECIAL INSPECTION IS BLOCKING PER NOT REQUIRED FOR BOLTS LABELED AS'A307"ON THE STRUCTURAL PLANS.ALL SHOP SEE ARCH. DET.9/53.1@SIM.) AND FIELD WELDS REQUIRE PERIODIC SPECIAL INSPECTION.STRUCTURAL STEEL AND ALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED.ORIENTED STRAND \\ STEEL COLUMN STEEL DECK USED IN COMPOSITE CONSTRUCTION REQUIRE CONTINUOUS SPECIAL BOARD(OSB)SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR GRIU' CONC.SLAB& SEE PLAN ° INSPECTION.SPECIAL INSPECTION IS NOT REQUIRED FOR FABRICATION WHICH APPROVAL OF ARCHITECT AND ENGINEER.ORIENTED STRAND BOARD(OSB) WINDOW OR DOOR FLOOR SHEATHING REINF.,SEE PLAN #5 VERT. OCCURS ON THE PREMISES OF AN"APPROVED FABRICATOR'AS DEFINED IN IBC SHEATHING SHALL COMPLY NOT LESS THAN TYPE M EXTERIOR GLUE AND SHALL HAVE SEE ARCH. - SECTION 1704.2.5 AND AISC 36010 SECTION N7. A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. TERMINATES APPROX. 11/2"±NON- r 1/4, °d CONTACT STRUCTURAL ENGINEER AND ARCHITECT FOR SUBSTITUTION APPROVAL 2x STRANDGUARD i 21/2"PAST INSIDE FACE SHRINK GROUT PRIORTO CONSTRUCTION.EXTERIOR SHEAR WALL PANELS MAY BE STYROFOAM SIS'"& OF CONCRETE WALL MECHANICAL CONCRETE FASTENERS(EXPANSION AND SCREW TYPE)REQUIRE ONLY ADDITIONAL INFORMATION CAN BE FOUND IN BOXED NOTE LOCATED ON PLAN PLATE W/I/2"0 x 10" BASE PLATE& #5 HORIZ. PERIODIC INSPECTION PER IBC SECTION 1705.3. PROVIDE COLD JOINT SHEETS. A.BOLTS @ 48"O.C. FINISHES FASTENERS,SEE • a° @ 16"O.C. AROUND BASE,SEE PLAN SEE • / EPDXY TYPE CONCRETE FASTENERS(ADHESIVE)REQUIRE ONLY PERIODIC SPECIAL EXTERIOR HARDSCAPE SEE ARCH. PLAN&DET.8/53.1 PLAN BOISE CASCADE FABRICATED WOOD JOISTS l#5 x CONT. INSPECTION PER TABLE FAST 1705.3,UNLESS IT IS INDICATED ON THE STRUCTURAL SEE ARCH. I T.SLABDRAWINGS AS BEING A FASTENER REQUIRING CONTINUOUS INSPECTION. I SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND PLYWOOD OR SEE PLAN •T X•-X V I� rvOf-11 @TOP&BOT. FINISH SURFACES 05B WEBS('Al I ED FOR ON THE DRAWINGS AS"Bcr ARE AS MANUFACTURED BY THE BOISE CASCADE CORPORATION OF WHITE CRY,OREGON.FABRICATED WOOD JOISTS 7.PLY 11, d • SEE ARCH. D.FOUNDATION BUILDINGTOBE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS •T.WALL ��:_� SEE PLAN$ • i #5 DOWELS x J 2¢° TO BE FOUNDED ON A FOUNDATION STSI EM DESIGNED FOR A MAXIMUM RECOMMENDATIONS.SUPPLY ALL PLATES,BLOCKING,BRIDGING,BRACING,STIFFENERS ENSURE VERT. • SEE PLAN IIII °d I - @ 24"O.C. 6" - e P 1 CONC.SLAB& ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF AND A PASSIVE EQUIVALENT FLUID REINFORCING _ AND OTHER RELATED ITEMS AS RECOMMENDED BY THE MANUFACTURER. BAR OCCURS@ IIII • T.FOOTING c°I d ti REINF.,SEE PLAN LATERAL EARTH PRESSURE OF 45 PCF.SPREAD FOOTINGS MUST BEAR ON CGNTINI 131SBLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS.PROVIDE NOTE: 111 SEE PLAN • T.STAB �a - ° - UNDISTURBED NATURAL SOILS.SEE SOILS INVESTIGATION REPORT NO.17,7,501, DOUBLEJDIETS UNDER ALL PARTITIONS RUNNINGPROMIELTO JOISTS AND SOLID WALL CORNER STEEL FABRICATOR SHALL IIII' Ili ' SEE PLAN ff JULY17,2017,BYH-P KUMAR,GLENWOOD SPRINGS,COLORADO,FOR ADDITIONAL SOIL BLOCKING UNDERALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS.JOISTS NOT CONDITION CLEARLY LABEL TOP OF EMBED IIII -- W J X DATA AND CONSTRUCTION REQUIREMENTS.AREPRESENTATIVE OF THE SOILS HAVING A FINISH MATERIAL FASTENED DIRECTLY TO THE BOTTOM FLANGE SHALL PLATES FOR INSTALLATION SEE PLAN& ll r Ta ° c ° •f 9 ENGINEER SHOULD OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO CONCRETE HAVE A CONTINUOUS 2X6 BRACING STRUT AT THIRD SPAN POINTS NAILED WITH LIOd DET.1/53.1 FOR III T.FOOTING \\\ T.• ,''. PLACEMENT TO EVALUATE BEARING CONDITIONS.PROVIDE FOUNDATION DRAIN AND NAILS AT EACH JOIST. lio CONC.WALL,RELINE. 1111 FLOOR JOISTS °d • _ S SEE PLAN \ --` 2#SL DEWATERING AS RECOMMENDED BY THE SOILS ENGINEER. SEE PLAN - LAMINATED VENEER LUMBER BEAMS &FOOTING INFO -1 = d° IIII o x CONT.IIII @PERP W/ " "'U •- - C.CONCRETE LAMINHEADERA ANDTED BEAMS CALLED PRODUCED ORUC ANDHE NS CC RDENCE IITH I /I SEE PLAN HANGERS @SIM.) SEE PLAN III • ° - \ THECO AME RIC AS BEEN CONCRETE NEDINST AND TUTE BUI L BE LNG CO E(MCI 3D LN AC LL SL A S O WITH LAMINATED TO HAVR LUMBER ABLESTES AND TESTEDDBELOW. ACCORDANCE WITH ICBO '0 \ NOTE" THEEE,BEAMS, CONCRETE INSTITUTE BUILDING CODE L HAVE A MINIMUM INIMU 4).ALL SLABS ON STANDARDS TO HAVE ALLOWABLE STRESSES LISTED BELOW. U -I I 1= FOUNDATION III=III Ill- cL FOOTING GRADE,BEAMS,AND STRUCTURAL SLABSOTHER CONCREESHAL HAVEA MINVE IMUM I.. PROVIDE BLOCKING `^'--I STRENGTH OF 4000 PSI IN 28 DAYS.ALL OTHER CONCRETE SHALL HAVER MINIMUM NOTE: DRAIN U TO BEAR ON Fb=2600 PSI Fv=285 PSI E=/600000 PSI. @ 24"O.C.IN FIRST COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS.ALL CONCRETESASHALLQUALIFIED, A_ PAD FOOTING& 2 FOOTING TO BEAR ON BY OTHERS SEE PLAN UNDISTURBED MINIMUM OF 20%FLY ASH CONTENT.THE OWNER SHALL ENGAGE A QUALIFIED, (NO JOIBL BAYS REINF.PER PLAN / LAMINATED VENEER LUMBER HEADERS AND BEAMS SHALL BE ONLY IN DRY �-�{ �II BLOCKING @SIM.) UNDISTURBED NATIVE SOILS.I NATIVE SOILS. INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE MATERIALS,PERFORM `f "l��,ITESTS,AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT TO ASSURE THE APLLICATIONS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 1/2"x 10"x 1'-5" ru '" CONC. /� TYPICAL QUALITY OF THE AND THE ACCURACY OF PLACEMENT.(NOTE:SEE RECOMMENDATIONS WHEN MORE THAN ONE THICKNESS IS REQUIRED,THE MEMBERS •11 ,� L 4x3x3/8 x 6"LONG W/ CONC.WALL @ WINDOW/DOOR STEEL COL.@ MAT FOOTING 1 1PICAL TALL CONC.WALL SECTION CF THE MATERIALSENRR USEDS FOR SPECIALACCURPECTIONANDTESTING SHALL BE FASTENED TOGETHER WITH TWO ROWS OF I&PENNY COMMON NAILS V) STEEL PLATE [ 1 REQUIREMENTS.)MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SPACED I2"0.C.FOR MEMBERS WITH 14"AND GREATER DEPTH,USE THREE 4�•I L3/4"O THRU-BOLTS S + , SLABS ON GRADE.ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS(KEYED OR SAW ROWS.BEAMS OF FOUR MEMBERS OR MORE SHALL BE FASTENED TOGETHER WITH ONE �,�/l 0 W/q-5/8"0x5" @3/4"=1'-0" 17053 @3/4"=1'0" 17053 @3/4"=1'0' 17053 CUT)ATA MAXIMUM I5'-0"ON CENTER EACH WAY UNLESS OTHERWISE SHOWN ON OF THE FOLLOWING:TWO ROWS OFI/2"DIAMETER THRU-BOLTS@24",TWOROWS W 0 HEADED STUDS PLAN.REINFORCING BARS SHALL BE ASTM A615-GRADE 60(ASTM A706 GRADE 60 SHALL OFI/4"DIAMETERx 6"SIMPSON STRONG-TIE SDS SCREWS @24"O.C.,OR 2 ROWS OF 6 U V BE USED WHERE REINFORCING IS TO BE WELDED.)NO SPLICES OF REINFORCING SHALL 3/4"FASTENMASTER TRUSSLOK SCREWS @16"O.C.TYPICALLY UNLESS NOTED ^�1,�CONC.WALL 1/4 NOTE:SEE ARCH.FOR ALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT AS y/ (y SEE PLAN NOTE:SEE ARCH.FOR ALL FLASHING, DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER.WHERE APPROVED,ALL OTHERWISE. FLASHING,WATERPROOFING, � '7 8# DRAINAGE,ETC.INFO. GRIJ)1 WATERPROOFING,DRAINAGE,ETC.INFO. WELDING SHALL CONFORM LO.UNLES LAP SPLICES,WHERE PERMITTED,SHALL BE OPIAN VIEW �� AS SHOWN IN THE TABLE BELOW,UNLESS NOTED OTHERWISE. STRAND-GUARD LUMBER PLATES •� BAR SIZE MINIMUM LAP MN RADIUS OF BEND ZINC BORATE TREATED LAMINATED STRAND LUMBER SILL PLATES CALLED FOR ON TILE jn 2x WALL DOOR L 2x4 STRANDGUARD DRAWINGS AS"STRAND-GUARD"AREAS MANUFACTURED BY THE WEYERBAEUSER /='I 2x STRANDGUARD 1 SEE PLAN SEE ARCH. PLATES W/1/2"0 x 10" »3 2'-0" 11/8^ CORPORATION oe BOISE,IDAHo.S RANDGUARD PLATES SHALL 9E INSTALLED IN CU PLATE W/1/2"0 x 10" I WOOD COL. SIMPSON CBXX T�- A.BOLTS @ 24"O.C. »4 2'-0" 11/2" ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.STANDARD A.BOLTS @48"O.C. i SEE PLAN BOLT PER MFR. »5 2'-0" 17/8" GALVANIZED FASTENERS AND HANGERS MAY BE USED,AND TREATMENT OF CUTS IS FINISHES EXTERIOR FINISH TOPPING SLAB NOT REQUIRED WITH STRAND-GUARD LUMBER IF STANDARD PRESSURE TREATED TOP OF HARDSCAPEOFMAY SEE ARCH. SEE ARCH. SEE ARCH. #7 2 5/B" LUMBER IS TO BE SUBSTITUTED,CONSULT ENGINEER FOR ALTERNATE FASTENER AND 1I�^T/, BE FLUSH W/TOP OF WALL i DRILL BASE& 1 PROVIDE 3/4"0 x 6" FA 05 3" HANGER COATINGS. II I 2x STRANDGUARD EMBED EXP.BOLT »9 6'36" 41/2" T.WALL T.BEAM ?O I' PLATE W/1/2"0 x 10" PROVIDE COLD JOINT - T.PLY ato 8'-0" 5" STRUCTURAL INSULATING PANELS SEE PLAN$ III "nit A.BOLTS @ 48"O.C. SEE PLAN FOR --E --- SEE PLAN SEE PLAN I O 'II AROUND BASE4 STRUCTURAL INSULATING STRESSED SKIN PANELS CALLED FORON THEDRAWLNGSAS T.WALLrn o-; •T.WALL 'O - II STAB&REINF. PROVIDE CORNER BARS OF EQUAL SIZE&SPACING AROND ALL CORNERS.PROVIDE 2- "R-CONTROL PANELS"ARE AS MANUFACTURED BY THE AFM CORPORATION OF T.EMBED PL.• T SLAB SEE PLAN #5 BARS WITHAMINIMUM OF 2-0"PROJECTION BEYOND THE SIDES OF ALL OPENINGS N EXCELSIOR,MN.PANELS SHALL BEINSTALLED IN ACCORDANCE WITH THE - SEE PLAN SEE PLAN III T.PLY MANUFACTURER''S RECOMMENDATIONS TO CARRYTHE DESIGN LOADS INDICATED ON SEE PLAN II WALLS,BEAMS&SIA&S.PROVIDEALL ACCESSORIES NECESSARY TO SUPPORTSEE PLAN • L4x4x3/8 W/1/20REINFORCING AT POSITIONS SHOWN ON THE PAWS.WELDED WIRE FABRIC SHALL THE DRAWINGS SIZES INDICATED ARE THE CORE THICKNESS SKIN THICKNESSESIEE PDIAN GE EXP.BOLTS@24"O.C., CONFORM TO ASTMA185.LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2" SHALL BE 7/16"MINIMUM MINIMUM ATTACHMENTS SHALL BE WITH GALVANIZED RING -- SHANK OA HELIXNAILS WITH MIN2"PENETRATION INTO SUPPORTING FRAMING. 1/2"x 10 z 1-5' -^ _ �11 T.FOOTING • \ EMBED 4"INTO CONC. AT SIDES&ENDS&WIRE TOGETHER.ANCHOR BOLTS FOR BEAM SE COLUMN BEARINGSTEEL PLATEIIIISEE PLAN - (COAT ANGLE& PLATES SHALL CONFORM TO ASTM A307&BE PLACED WITH SETTING TEMPLATES. SPACING OF FASTENERS SFiAL1 BE 4'OC MAXALONG SUPPORTED EDGES AND IO" W/¢5/8 0x5" IIII • _ • w FASTENERS W/ III ALONG INTERMEDIATESUPPORTS.SHOP DRAWINGS,AN ERECTION PLAN,ANDSEALED I� STEELBEAM 111 p FLOOR JOISTS SRUCURAL CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW HEADED STUDS � SEE PLAN CLR. I, _ ASPHALTIC PAINT TO &HANGERS F.STEEL PRIORTO FABRICATION.CALCULATIONS SHALL BE SEALED BY AN ENGINEER II (- NOTE: a•a .� • N PREVENT MOISTURE III ALL WIDE FLANGE STEEL SHAPES SHALL CONFORM TO ASTM A992.FOR s,M,AND HP REGISTERED IN THE STATE OF COLORADO. 2-#5 HORIZ. . SEE PLAN SHAPES AND CHANNELS,STEEL SHALL CONFORM TO A36.TUBE COLUMNS SHALL @ 16"O.C. IIII ' 1 FLOORJOISTS FOOTING TO 0 .. \ CONTACT) CONFORM TO ASTIR A500(GRADE B)LATEST EDITION.PIPE SHAPES SHALL CONFORM TO L 4x3x3/8 x 6"LONG W/ nit &HANGERS BEAR ON y ASTM A53(GRADE B).ANGLES AND PLATES SHALL CONFORM TO A36.FIELD H.ENGINEERED STRUCTURAL COMPONENTS CONC.WALL #5 x 24"LONG «,a SEE PLAN& SEE PLAN 2-3/4"0 THRU.BOLTS III! SEE PLAN OOISTS UNDISTURBED U SEE PAD CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUM SPECIALTY STRUCTURAL COMPONENTS SUCH AS STAIRS,SHADE STRUCTURES,ETC. VERT.@ 16"O.C. SEE PARALLEL W/ NATIVE SOILS. SCHEDULE FOR DET.1/S3.1 FOR NUMBER OF ASTM A325 3/4"DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALL SHOWN ON THE PLANS AS"DESIGNED BY OTHERS"SHALL BE DESIGNED BY A LICENSED SEE PLAN CONC.WALL,REINF. SEE PLAN&DET.1/S3.1 PLAN BLOCKING PER FTC.&REINF. CONFORM TO ASTM A325N,BEARING-TYPE CONNECTION,UNLESS OTHERWISE NOTED. ENGINEER IN THE STATE OF COLORADO.STAMPED DRAWINGS AND CALCULATIONS L &FOOTING INFO SEE QUISECTION T. THE GENERALSTEEL S FORAIL SPBE DEL TAILED, CTION FABRND ICATED AN TESTING SHOULDCONSTRUCTION. CTTOBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO 1/4 I FOR CONC.WALL,REINF. SEE DET.9/53.1 @SIM.) REQUIREMENTS.STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED AND ERECTED CONSTRUCTION. &FOOTING INFO PLAN IN ACCORDANCE WITH LATEST PROVISIONS OF THE AISC MANUAL OF STEEL CONSTRUCTION AND AISC CODE OF STANDARD PRACTICE.SHOP DRAWINGS SHALL BE 12 TYPICAL STL EMBED PLATE IO CONC.WALL@ WINDOW/DOOR 6 FOOTING @WOOD COL. Z GARAGE THRESHOLD DETAIL SUBMITTED H P TED TO CH DETAILORENGI ENGINEER FOR CONNECTIONS,PRIOR TO�A OUT AND I. UNKNOWN ANALL NG D VARIEDITIONS MUST ONS MAY VERIFIED NOTIFY THE E THE R IN THE NS ROFIAANY BRACING.USE WELDERS MEETING THE REQUIREMENTS OF THE AWS"STANDARD STRUCTURAL CONDITIONS FOUND TO VARY FROM THAT INDICATED. DESIGN @1"=1'.0" 17053 @3/4"=1'.0" 17053 @3/4"=1'-0" 17053 @3/4"=PA" 17053 QUALIFICATION PROCEDURE'.COMPLY WITH AWS DI.1"STRUCTURAL WELDING REVISIONS MAY BE REQUIRED,AND ARE EXPECTED AS A PROCESS OF REMODEL WORK CODE."ALL WELDS SHALL BE E70XXLH TYPICAL UNLESS NOTED OTHERWISE PRIME ALL STRUCTURAL SEE STEEL(EXCEPT GALVANIZED OR STAINLESS STEEL)WITH APPROVED PRIMER,UNLESS J.ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE DETAILS SEE ARCH.FOR ALL FLASHING, /PL4Nr FINISH SURFACES STEEL WILL RECEIVE SPRAY APPLIED FIREPROOFING.MEMBERS TO RECEIVE SPRAY ARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DETAILS WATERPROOFING,DRAINAGE,ETC.INFO. 4 T.WALL SEE ARCH. APPLIED FIREPROOFING SHALL BE PREPARED PER FIREPROOFING MANUFACTURER'S ARCHITECT. SEE PLAN REQUIREMENTS,CONSULT ARCHITECT FOR LOCATIONS REQUIRING HE PROOFING. #5 VERT. TOUCH-UP PAINT AT EXPOSED BOLTS,WELDS,AND ABRADED SHOP PAINT AREAS.DRY J/¢I 1 WINDOW PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT DAYTONSUPERIOR IC THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION @ 16"O.C. T.WALL SEE ARCH. 2x STRANDGUARD _ 1107 ADVANTAGE GROUT OR EQUIVALENT. DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS 1/4"THICK SEE PLAN11111P WOOD BEAM 11- 1 AND seecIFlCATIOIvs. STEEL END PLATE SEE PLAN CONC.SLAB PLATE W/1/2"0 x 10" -1 -I 11I' 1--" PER PLAN A.BOLTS @ 24"O.C. 2 EXPANSION BOLTS,WHERE APPROVED BY ENGINEER SHALL BE SIMPSON"STRONGBOLT" • #S HORIZ. ' CLR. PLACE SLAB TIGHT ,HILTI"KWIKBOLT-TT',OR APPROVED WEDGE TYPE,INSTALLED IN ACCORDANCE WITH L.COORDINATE ALL OPENINGS THROUGH FLOORS,WALLS,AND ROOFS WITH THE 2x PLATE W/1/2"0 = 1 =J TO CON-COMPRESSIBLE THE MANUFACTURER'S REQUIREMENTS.EPDXY BOLTS,WHERE APPROVED BY MECHANICAL AND ELECTRICAL CONTRACTORS. \.T�3 T.WALL ►"� @ 16"O.C. BOLTS @ 24"O.C. •T.BEAM 2-#5 x CONT. BOND BREAKER ENGINEER,SHALL BE SIMPSON"AT-XP","SET-XP",HILTI MIT HY-200"OR APPROVED SEE PLAN ADHESIVE STS IBM,INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SCAT-E:VARIES STAGGERED • SEE PLAN 1 @TOP&BOT. _ REQUIREMENTS.CONCRETE SCREWANCHORS,WHERE APPROVED BY ENGINEER, M.DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING 4 T.BEAM 12" CONC.SLAB& SHALL BE POWERS WEDGEBOLT ANCHORS,OR APPROVED ANCHOR STStEM,INSTALLED THOSE WALLS ARE IN PLACE. ISSUE: �TI�-� IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS.SEE SECTION C OF 11 SEE PLAN ----- CLR. #S HORIZ THE GENERAL NOTES FOR SPECIAL INSPECTION AND TESTING REQUIREMENTS. FISF17 PROGRESS 111 T.LEDGE A REINF.,SEE PLAN SEE PLAN,/ @ 16"O.C. ,SEES ili N.CONSRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED 11/90/17 PROGRESS 45 VERT. PLACE STAB TIGHT • SEE PLAN G.SRUCTURAL WOOD FRAMING CONSTRUCTION.LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 11/OS/17 PERMIT 11011@ 16"O.C. IBLE - ALL WOOD FOR 5RUCNRAL FRAMING SHALL BE KILN DRIED DOUGIAS RR/IARCH BEAM POCKET BOND BREAKER #5 DOWELS x 2¢" GRADED AS PER LATEST EDITION"NATIONAL DESIGN SPECIFICATIONS FOR WOOD O.PROVIDE AN LSTA STRAP AT ALL DISCONTINUOUS WALL PLATES.EXTEND STRAP A JMINIMUM OF 12' BEYOND INTERRUPTION, EACH SIDE ANOMALIES MAY • SEE PLAN CONSTRUCTION"BY THE NATIONAL FOREST&PAPER ASSOCIATION AND W WPA 117 T.WALL• I #5 DOWELS xJ 24" MEW T.STAB n @ 32"O.C. 6" INCLUDE:STEEL COLUMNS,MECHANICAL PENETRATIONS,CORNERS,LEVEL/SLOPED SEE PLAN • _ BEAR BEAM ON @ 32"O.C. 6" SEE PLAN Y PLATE TRANSITION HEAVY TIMBER BACKSPANS,ETC. ADD 2-#5 x 3'-0 VERT. L2x STRANDGUARD Pill L#5 STRUCTURAL JOISTS(>2X6)NO.2 OR BETTER STEEL BEAM TO OUTSIDE FACE CONC SLAB& x CONS. Fb-9oo PSI(xl.ls REP)(xCF) Fv-LBO PSI E-1600000 PSI SEE PLAN PLATE SEE ., P.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE OF WALL @ POCKET 5" PI.A REINF.,SEE PLAN T.FOOTING FINISHED STRUCTURE THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. qqq ,` LIGHT FRAMING STUDS 2X4(STUD OR BETTER) NON-SHRINK 11 T.FOOTING �1{� SEE PLAN THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE I 2.1/2"0 x IS' 2-#5 Fb-700 PSI(KITS REP) Fcperp-625 PSI Fcpar-850 PSI STRUCTURE DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE GROUT SEE PLAN FOR SEE PLAN I APPROPRIATE WALL ANCHOR BOLTS x CONT. LIMITED TO,BRACING,SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, 2.1/2"x 10" ■ NOTE: FRAMING STUDS 2X6(NO.2 OR BETTER) ETC OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT 5" I"t CONC.WALL DETAIL CALLOUS I Al /WINOTE: ,,,4 Fb-900 PSI(xL15 REP) Fcperp-625 PSI Fcpar-1350 PSI INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE A.BOLTS �.SEE X •.- _ - FOOTING PER PLAN BEAM POCKET :, FOOTING p% RESPONSIBLE FOR THE CONTRACTORS MEANS,METHODS,TECHNIQUES,SEQUENCES JOB#: 17053 PLAN WIDTH=(BEAM J _ _- FOUNDATION - M,..I TO BEAR ON FOR PROCEDURE OF CONSTRUCTION,OR THE SAFETY PRECAUTIONS AND THE _ _ p; TO BEAR ON DRAIN U PRESSURE TREATED LUMBER(HEM-FIR NO.2 OR BETTER) FOUNDATION • UNDISTURBED UNDISTURBEDPROGRAMS INCIDENT THERETO. WIDTH+4") DRAIN `^U $Y OTHERS SEE PLAN Fb=850 PSI(xL15 REP) Fv=I50 PSI E=1J00000 PSI SHEET: SEE PLAN NATIVE SOILS. NATIVE SOILS. BY OTHERS 17053 TIMBERSTRAND STUDS(AS MANUFACTURED BY THETRUSJOIST E EIVED C.) STL BEAM BEARING @ CONC. O WOOD BEAM POCKET O INS.TO EXT.TRANS.@WINDOW WELL O CONC.@WINDOW WELL CORPORATION OF BOISE,IDAHO)Fv(SNRATIO PSI Pv(PLATE)-IS(1 PSI Fb-1700 PSI .:@ 1"=1'0" 17053 1 I @ 3/4"=1'A" 17053 0 @ 3/4"=1'-0" 17053 3 @ 3/4"=1'A" 17053 F°par-1400 PSI Fcperp=300 PSI E=1300000 PSI 12/11/2017 ASPEN BUILDING DEPARTMENT II2x CONT.PLATE(U.N.OJ 1,6" ALBRIGHT NOTE:SEE ARCH.FOR ALL FLASHING, 3 W/1/2"0 BOLTS @ 24"O.C. 2-"MEM &ASSOCIATES STAGGERED WATERPROOFING,DRAINAGE,ETC.INFO. NOTE: 3-SIDES 1"THICK STEEL 4 2" DETAIL TO BE USED ONLY WHERE 3/16 I BASEPLATE W/ ....1 x PRE-QUALIF. O� BUILDER/ARCH.OPTION TO FABRICATOR CAN ENSURE STEEL BEAM 4 1"0 x 24" PACK WEB OF BEAM W/2x = JOINT B-U4a 2z PLATE W/1/2"0 CONNECTION CONCEALS SEE PLAN ANCHOR BOLTS - PLATES W/1/2"0 BOLTS FLANGESENTIRELY WITHIN FRAMING .iN�■e. - - m TYP. 24"O.C.STAGGERED @ BOLTS @ 24"O.C. CONTINUOUS 1 1/8" 2x FL.W/t/2"0 BOLTS ^'1 1. 3 \ \ 4oz Park Ave,Unit A STAGGERED OSB RIM BOARD @ 24"O.C.,STAGGERED PRE ry Basalt,CO 816a1 97 927.4363 T.BEAM n:ii:a �� HEAT AS www.albright.associates.com MOM �� jj REQ'D 3/1" 3/16 I� SIDES w g SEE PLAN `. v �e T PLY r __—__ ___ !y T.BEAM _ Eli _ ww.albri ht-associates.com • —-1 r'— SEE PLAN � --- --- TSEE STEEL COLUMN �0RU01/ �IllIII PLATE(EA.SIDE) SEE PLAN >G O;;Ft..A L8'i:Strx ll2 IIIN BASEPLATE 1 i y" i CLNEARLY LABEL TOP OF EMBED SEE PLAN ^' ,,, I/4 �"PLP.TE 0FINISHES PER PROFILE *� p % 32972 STEEL FABRICATOR SHALL STEEL BEAM _ __ 4 I TE: n\ Id Ik. SEE ARCH. T.WALL X O /I PLATES FOR INSTALLATIONii -- ®=�� 111 II►r ——— SEE PLAN OZ lllll •S"•n4"x 9"x l/4"STEEL TAB1110.-=4- 11111n 7.WALL(B� �EBOOBOi— IIIIro LEA.SIDE W/2.3/4"03-3/4"0 BOLTS3/8"STEEL FLOOR JOIST,SEE PLAN ,y pu� THRU-BOLTS SHEAR PLATE STYROFOAM SISTM T T.LEDGE ENSURE L#5 HORIZ.@ STEEL BEAM 2.2x TOP PLATE 1/4 STEEL PLATE: • PER PLAN&MANUF. BEYOND INSIDE&OUTSIDE FACE sn=c .,°a�lt /9I ,W"°","_' 1 SIDES \ III 1/2"x 8"x(BM.FLANGE WIDTH) SEE PLAN iii OF CONC.WALL(4 TOTAL)," e&6ieB4e22 9L£0EAk�°'""SEE PLAN WOOD COLUMN 1/4 STEEL BEAM STEEL COLUMN W/L 3/4"0 BOLTS SEE PLAN SEE PLAN II BELOWDTI@'P1 U ON.O' SEE PLAN ANC.WA1-L, EXTEND 30"MIN.BEYOND i! IM 3-3/4"0 BOLTS NOTE: LAST#5 VERT.MEMBER II REB4p,&lI N (11/2"CLRTO FACES)BEAM CONTINUOUS pip P1/2"CLROVIDE 4#SFACES)OVER COLUMN@ SIM. '". HT.)VERT.MEx(FULL MBERS P LAPPED TO A.BOLTS 1/2"x 10"x V-0" WT4z7.5x8"LONG O(�� STEEL BEAM @ WOOD COL. OC WELDED MOMENT CONN. O FLOOR OR ROOF @ EXT.WALL O�7 BEAM BEARING ON COLUMN OB�II CUSTOM BASEPLATE 1 STEEL PLATE W/2-3/4"O BOLTS 27 25 21 1/ 1T W/4-5/8"0x5' @ 3/4"=1'A" 17053 @ 1 1/2"=1'-0" 17053 @ 1 1/2"=1'-0" 17053 @ 1 1/2"=1'-0" 17053 @ 3/4"=1'-0" 17053 HEADED STUDS CONC.WALL a 1/4 5" SEE PLAN STEEL BEAM SEE PLAN 1/4"THICK STEEL CAP PLATE WELDED 1"THICK STEEL 21"111 12" OPLAN VIEW BASEPLATE W/4"STEEL STIFFENER TO COLUMN @SOME LOCATIONS 43/4"0 x 24" FASTEN TOGETHER W/ PLATE,EACH SIDE STEEL BEAM ANCHOR BOLTS 4-3/4"0 THRU-BOLTS SEE PLAN 2x PL(U.N.O.)W/1/2"0 BOLTS STEEL COLUMN '1/4 I 24'Ila_-_ SEE PLAN 4 T.BEAM 1/4"SHEAR PLATE W/3-3/4"0 BOLTS @ 24"O.C.STAGGERED(T YP.) 2x CONT.TOP PL tim SEE PLAN (2-3/4"0 BOLTS @ W8 BEAM) 3-3/4"0 BOLTS BASE PLATE:I/2"x 10"x W/1/2"0 THRU- PRE- Ira - _ SLOT THRU COLUMN (2.3/4"0 AT W8 BEAM) (BEAM FLANGE WIDTH) BOLTS @ 24"O.C. HEAT AS 3/16 T BEAM 4 W/4-3/4"0 THRU-BOLTS STAGGERED,TYP. 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TYPICAL STEEL BOOT STEEL X-BRACE DETAIL BEAM BEARING ON COLUMN BEAM BEARING ON COLUMN FLOOR STEP TO GARAGE EXTEROR STEEL COLUMN S 3 �'EIVED 34 @ 1 1/2"=1'-0" 17053 31 @ 1/2"=1'-0" 17053 28 @ 1 1/2"=1'-0" 17053 29 @ 1 1/2"=1'-0" 17053 20 @ 3/4"=1'-0" 17053 16 @ 3/4"=1'-0" 17053 1L/11/2017 ASPEN BUILDING DEPARTMENT 3►:: : .3 STEEL BEAM SEE PLAN 1/4► 4o2 Park Ave,UnitA 3-SIDES 1/4 Basalt,CO 8t621 970.9z7.4363 elM SEE PLAN E PLAN -� 3/4"THICK STEEL www.albright-associates.com TAB PLATE 3- L 7/8"0(A490) ,xxxxxxttthll it SIDES 1/4 I� THRU-BOLTS sp''p0 LICEN I'1 •T.BEAM V:'v� �C.O 7i SEE PLAN 4 '' 32972 i 1/4"STEEL 0 ° 4 : / STIFFENER j II ' R PLATE s=-i llli SLONAL"„= 1„ 51„ semcs3:� k.L1.34amx a","�'6elM$A6.Ata34e29apddd9e,.a. STEEL BEAM SEE PLAN QW6 BEAM CONNECTION @ 1 1/2"=1'-0" 17053 2x PLATE(U.N.O.)W/1/2"0 BOLTS I @ 24"O.C.,STAGGERED 1/4"STEEL }___I_ STIFFENER PLATE STEEL PLATE:1/4"x (BT WIDTH 4 1")x(BM DEPTH 41") EXTEND 3/4"ABOVE BEAM `" STEEL BOOT SEE DET.34/53.2 }--- 0 eh= pp -1/4 I oi 1/4 I I I 1 TOPE I I BOT. 1/4 I I I STEEL BEAM, II SEE PLAN (1.) C..) a PLAN VIEW Cl.) o 36 STEEL BOOT @ STEEL BEAM cn 0 @ 1 1/2"=1'-0" 17053 ,./ o f-�1 U G '-7 a (I) ¢� 3-I Cl.) (24 STRUCTURAL DETAILS SCALE:VARIES ISSUE: t2/o5/17 PERMIT JOB 4: 17053 SHEET: S 3 F ivED 1Z/11/2017 ASPEN BUILDING DEPARTMENT 0 CV CD MECHANICAL SPECIFICATIONS: 9. DUCTWORK SHALL BE SIZED AT A MAXIMUM VELOCITY OF 1,000 FPM/.08" 20. RADIANT INSULATION: MECHANICAL LEGEND 07) PRESSURE DROP PER 100 FEET. a. INSULATION SHALL BE INSTALLED UNDER ALL RADIANT AREAS,ACCORDING TO NOTE:ALL SYMBOLS SHOWN ON LEGEND h. EACH MECHANICAL VENTILATION SYSTEM(SUPPLY AND/OR EXHAUST)SHALL BE CODE AND/OR MANUFACTURER REQUIREMENTS. ARE NOT NECESSARILY USED. 4-, 0 1. GENERAL: C //) EQUIPPED WITH A MEANS OF SHUT-OFF WHEN VENTILATION IS NOT REQUIRED, O CO a. FURNISH ALL LABOR,SUPERVISION,MATERIALS,EQUIPMENT AND FACILITIES -HWS- HEATING WATER SUPPLY OA OUTDOOR AIR 0 U CO 0 AND BACKDRAFT DAMPERS WHICH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE 21. GAS APPLIANCE VENTING: NECESSARY TO FURNISH,FABRICATE,DELIVER,STORE AND INSTALL ALL WORK PROVIDED FOR AIR INTAKES AND/OR DISCHARGES. a. ACCEPTABLE VENT MATERIALS,ROUTING,DISTANCE AND TERMINATION -HWR- HEATING WATER RETURN RA RETURN AIR a) CO O NOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. N c.2 0i. CLEAN OUT ALL DUCTS PRIOR TO SUPPLY AND RETURN GRILLE INSTALLATION LOCATIONS SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS -cw5- CHILLED WATER SUPPLY SA SUPPLY AIR b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE j. DOUBLE THICKNESS TURNING VANES SHALL BE USED ON ALL DUCT TURNS OF 90°. AND ALL REQUIREMENTS IN CHAPTER 8 OF THE 2015 IMC.PVC PIPING IS NOT C C w O A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE -CWR- CHILLED WATER RETURN EA EXHAUST AIR 0 2 > ACCEPTED FOR BOILER OR WATER HEATER VENTING.POLYPROPYLENE PIPINGQ O SPECIFICATIONS OR SHOWN ON THE PLANS,BUT WHICH ARE OBVIOUSLY 14. HEATING PIPING: MUST BE APPROVED FOR USE WITH APPLIANCE MANUFACTURER.CPVC MUST -sMS- SNOWMELT SUPPLY RAD RETURN AIR DAMPER U N 0_ N NECESSARY TO MAKE A COMPLETE SYSTEM,EXCEPTING ONLY THOSE PORTIONS -SMR- SNOWMELT RETURN SAD SUPPLY AIR DAMPER W E a. HEATING HOT WATER PIPING 2Y::"INCHES AND BELOW SHALL BE TYPE"L"COPPER, COMPLY WITH ASTM F441. THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE HARD DRAWN,WITH WROUGHT COPPER SWEAT FITTINGS.JOINTS SHALL BE -RFS- RADIANT FLOOR SUPPLY SG SUPPLY GRILLE C O'=CV co U • ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF C N V- SOLDERED WITH 95-5 OR SILVER SOLDER,CONDENSER WATER AND HEATING HOT 22. WATER QUALITY: -RFR- RADIANT FLOOR RETURN RG RETURN GRILLE "L t I)y^'- THE SPECIFICATIONS. WATER PIPING 3"AND ABOVE SHALL BE SCHEDULE 40 BLACK STEEL A-53 a. HEATING AND CHILLED WATER CONDITIONS SHALL BE WITHIN HARDNESS AND PH O)U O -G- GAS TG TRANSFER GRILLE J O 0 SEAMLESS PIPE WITH WELDED FITTINGS. RANGE SUITABLE FOR MECHANICAL EQUIPMENT(PER MANUFACTURER). Q N O U 2. WORKMANSHIP: - " b. VALVES SHALL BE DANFOSS OR EQUAL;SERVICE PRESSURE SHALL BE AS CONTRACTOR TO TEST CONDITIONS PRIOR TO SYSTEM FILL.WATER SOFTENERS -MPG- MEDIUM PRESSURE NATURAL GAS SD SUPPLY DIFFUSER M 06 a)a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE REQUIRED.VALVES SHALL BE SUITABLE FOR SERVICE INTENDED.PROVIDE OR OTHER DEVICES MAY BE REQUIRED TO IMPROVE WATER QUALITY. -0 PIPE RISER RD RETURN DIFFUSER C) N-(0 C co MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND C C W ,,O • PRESSURE INDEPENDENT CONTROL VALVE MODELS FOR ALL VARIABLE SPEED b. INCLUDE CORROSION INHIBITORS ON ALL PROPYLENE GLYCOL MIXTURES. 0 PIPE DROP TD TRANSFER DIFFUSER ARCHITECT. SYSTEMS UNLESS NOTED OTHERWISE. S. PRIOR TO SYSTEM FILL,ALL TUBING SYSTEMS AND MANIFOLDS SHALL BE CLEANED PIPE TAKEOFF(FROM BOTTOM OF MAIN) OT THERMOSTAT w a)J= a) C. PROVIDE HANGERS,SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER AS PRESCRIBED BY THE TUBING MANUFACTURER.SUPPLY ALL TOOLS, (� [L Y(n QJ 3. MATERIALS: PIPE TAKEOFF(FROM TOP OF MAIN) L - a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR ANSI REQUIREMENTS.PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. CONNECTIONS,LABOR,AND ACCESSORIES NECESSARY TO PROPERLY REMOVE -8 PIP END CAP OO SENSOR(CALL OUT ON DRAWINGS) -3 I- d. PIPING SHALL BE SIZED AT A MAXIMUM PRESSURE DROP OF 3.5 FT PER 100 FEET& ALL FOREIGN MATERIAL,CHEMICAL,AND RESIDUE WITHIN THE TUBING SYSTEM T ++ 0 y C RESPECTIVE KIND,FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY 4 FEET/SEC VELOCITY.UNLESS OTHERWISE NOTED,ALL PIPING SHOWN ON PLANS BEFORE PERMANENTLY CHARGING THE SYSTEM AND PLACING INTO OPERATION. PIPE CONTINUATION 0I FIRE/SMOKE DAMPER U 'C CD cp SPECIFIED. - f G) co E 0 HAS BEEN SIZED FOR COPPER.PROVIDE DEDUCT ALTERNATE PRICING FOR PEX.IF _ PIPE EXPANSION GUIDE f a--A -C 0 V PEX IS USED,UPSIZE PIPE BY 1 NOMINAL SIZE. 23. BEFORE STARTING ANY WORK,THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL ®I I FIRE DAMPER �� PIPE UNION f _C N C0) 4. SITE INSPECTION: e. CONTROL VALVE Cv RATINGS SHALL BE SELECTED AT A MAXIMUM PRESSURE EXAMINE A COMPLETE SET OF DRAWINGS FOR ALL TRADES,INCLUDING ARCHITECTURAL, 0 Q a. CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID -6- PIPE ANCHOR E MOTOR OPERATED DAMPER(MOD) L DIFFERENTIAL ACROSS THE VALVE OF 2 PSI. STRUCTURAL,HVAC,ELECTRICAL,FIRE PROTECTION AND PLUMBING.DIMENSIONS,SPACE W AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS& FLEXIBLE PIPE CONNECTION Q X f. PROVIDE 3"DIA.X 24"L SCHEDULE 40 PVC INLINE FILTER FILLED WITH LIMESTONE REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED,AND L� MANUAL BALANCING DAMPER EXACT NATURE OF THE WORK. AGGREGATE TO NEUTRALIZE THE BOILER'S CONDENSATE DRAIN. ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICT WITH THE BUILDING �+�+� PIPE EXPANSION JOINT f m b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A " POINT OF NEW CONNECTION I, CHANGE OF ELEVATION g. PROVIDE EXPANSION JOINTS OR LOOPS ON ALL HEATING WATER PIPING RUNS IN STRUCTURE AND THE WORK OF THE OTHER TRADES SHALL BE MADE.CONTRACTOR SHALL e I• (D)DROP(R)RISE a, COMPLETE AND FUNCTIONAL SYSTEM. EXCESS OF 50'. NOTIFY ARCHITECT IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR. -fC`/I- PLUG VALVE '� d c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA Ip ♦ FLEXIBLE DUCT CONNECTION FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY -1/- CHECK VALVE 15. REFRIGERANT PIPING: 24. COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALL BALL VALVE TURNING VANES IN 90°ELBOW MAKE THE EXAMINATION. a. REFRIGERANT LINE SETS SHALL BE FURNISHED BY THE CONDENSING UNIT RELEVANT TRADES,AND PROVIDE WATERTIGHT FLASHINGS WHEREVER PENETRATIONS ~ ',; PpO REC/ST . MANUFACTURER AND BE PRE-INSULATED. OCCUR.EXACT LOCATIONS AND SIZES MAY BE DEPENDENT UPON EQUIPMENT �%1- BALANCING VALVE DUCT SIZES ARE NET FREE AREA . 0 0 H� F S. CODES AND PERMITS: ' 1ST NO.IS DUCT WIDTH. >Oy d 1-P' b. REFRIGERANT PIPING CONNECTIONS SHALL BE BRAZED WITH 15%SILL FLOSS. SELECTIONS;COORDINATE SIZES AND LOCATIONS OF ALL OPENINGS WITH APPROPRIATE �."Y"- FLOW REGULATOR VALVE /U S O°_ a. ALL MECHANICAL EQUIPMENT,INSTALLATION,ETC.,SHALL CONFORM TO THE 2015 2ND NO.IS DUCT DEPTH. �� PURGE PIPING WITH NITROGEN WHILE BRAZING. EQUIPMENT REQUIREMENTS. -I\I- BUTTERFLY VALVE �Arr,,6E'� INTERNATIONAL MECHANICAL CODE(IMC),2015 INTERNATIONAL ENERGY `-� m c. PROVIDE HANGERS,SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER �1 SECTION THRU ROUND DUCT 6, 6 G.,;- CONSERVATION CODE(IECC)AND ORDINANCES AS INTERPRETED BY THE COUNTY A PRESSURE REDUCING VALVE :-b ANSI REQUIREMENTS.PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. 25. PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED,AND A MINIMUM OF 30"CLEAR ' OF PITKIN BUILDING DEPARTMENT. d. REFRIGERANT PIPING INDICATED IS SCHEMATIC ONLY.SIZE PIPING AND DESIGN WORKING SPACE IN FRONT OF ACCESS PANELS TO THE COMPRESSOR,BLOWER _4_ m SECTION THRU SUPPLY AIR DUCT '-ASS/ONAlE.jO b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. THE ACTUAL PIPING LAYOUT,INCLUDING OIL TRAPS,DOUBLE RISERS, ASSEMBLY AND AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED BY GENERAL IXI 2-WAY CONTROL VALVE C. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE III SECTION THRU RETURN/EXHAUST AIR DUCT SPECIALTIES,AND PIPE AND TUBE SIZES,TO ENSURE PROPER OPERATION AND CONTRACTOR. -*- 3-WAY CONTROL VALVE ARCHITECT. COMPLIANCE WITH WARRANTIES OF CONNECTED EQUIPMENT. ROUND DUCT TURN DOWN e. EVACUATE THE ENTIRE REFRIGERANT SYSTEM WITH A VACUUM PUMP TO A 26. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH CODE 4-WAY CONTROL VALVE 6. AS-BUILT$: VACUUM OF 500 MICROMETER FOR A PERIOD OF 12 HOURS PRIOR TO CHARGING. APPROVED VIBRATION ISOLATORS. I/x SUPPLY DUCT TURN DOWN a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DOCUMENTS WITH r DIFFERENTIAL BYPASS VALVE r:V '^r' ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR 16. DUCTWORK INSULATION: 27. EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE-ADJUSTED TO --a RETURN/EXHAUST DUCT TURN DOWN TO FINAL ACCEPTANCE AND PAYMENT. 7 a. ALL DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS PER INSURE PROPER FUNCTION OF ALL CONTROLS,MAINTENANCE OF TEMPERATURE, STRAINER CFM-5 L Q SECTION 604 OF THE 2015 IMC. ADEQUACY OF FLOWS AND CAPACITIES,ELIMINATION OF NOISE AND VIBRATION,AND NECK SIZED SUPPLY REGISTER/DIFFUSER/LOUVER 1 1 7. GUARANTEE: b. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH A FLAME-SPREAD INDEX SHALL BE LEFT IN PROPER OPERATING CONDITION. ��-S�i NATURAL GAS PRESSURE REGULATOR CFM-RO W a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN 50,PER NECK SIZE RETURN REGISTER/DIFFUSER/LOUVER CO ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A SECTION 604.3 OF THE 2015 IMC.INSTALLATION SHALL BE IN ACCORDANCE WITH 28. TEST&BALANCING: AIR VENT CFM-o.A.O W PERIOD OF ONE YEAR AFTER COMPLETION. NECK SIZE OUTSIDE AIR REGISTER/DIFFUSER/LOUVER IMC REQUIREMENTS. a. THE ENTIRE HEATING AND VENTILATING SYSTEM SHALL BE BALANCED BY AN Q PRESSURE-TEMP.TAP CFM-E c. RECTANGULAR SUPPLY,RETURN&TRANSFER DUCTWORK SHALL BE INTERNALLY INDEPENDENT CERTIFIED TEST AND BALANCE COMPANY. O EXHAUST REGISTER/DIFFUSER/LOUVER 8. SUBMITTALS: NECK SIZE /� LINED WITH A VAPOR RESISTANT DUCT LINER OF THICKNESSES SPECIFIED BELOW. b. 5 COPIES OF THEIR BALANCE REPORTS SHALL BE SUBMITTED TO THE ENGINEER a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES(WITH ALL PRESSURE GAUGE �-8- -CFM DOOR UNDERCUT r J OPTIONS CLEARLY MARKED)SHALL BE SUBMITTED TO THE ARCHITECT FOR d. CONCEALED ROUND,CONCEALED OVAL&OUTDOOR AIR DUCTS SHALL BE FOR REVIEW AND APPROVAL.ELECTRONIC DISTRIBUTION PREFERRED. EXTERNALLY WRAPPED WITH FIBERGLASS INSULATION WITH AN EXTERNAL VAPOR C. ALL REQUIRED RE-SHEEVING AND ADJUSTING OF EQUIPMENT SHALL BE MADE BY '.. REVIEW(SIX COPIES OF EACH).ELECTRONIC SUBMITTALS PREFERRED. fl THERMOMETER W O BARRIER.REQUIRED R-VALUES ARE SPECIFIED BELOW. THE TEST&BALANCE CONTRACTOR. (A)�� ^' ^SECTION CUT LINE PERFORMANCE SELECTIONS REQUIRED FOR BOILERS,WATER HEATERS,FAN e. ALL SUPPLY,RETURN&TRANSFER DUCTWORK LOCATED WITHIN THE BUILDING d. ALL FINAL MEASURED CAPACITIES SHALL BE WITHIN 10%OF THOSE INDICATED ON (B)SHEET SHOWN ON 1..� 1..� COILS,HEAT EXCHANGERS,AND PUMPS. ENVELOPE SHALL BE INSULATED TO A MINIMUM OF R-4(1"LINER)UNLESS THE PLANS. ' ` SPECIFIED OTHERWISE ON THE PLANS. V 9. COORDINATION: f. ALL SUPPLY DUCTWORK LOCATED IN ATTICS OR OTHER UNCONDITIONED SPACES 29. FINAL LOCATION OF GRILLES,REGISTERS&DIFFUSERS SHALL BE PER THE a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. SHALL BE INSULATED TO A MINIMUM OF R-8(2"LINER).ALL OTHER DUCTS IN ARCHITECTURAL PLANS,ELEVATIONS OR AS PER FIELD REQUIREMENTS(UPON b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-6(1-1/2" ACCEPTANCE BY ARCHITECT). 0 Z > PROVIDE BEST ARRANGEMENT OF ALL DUCTS,PIPES,CONDUIT,ETC. LINER). DESIGN CONDITIONS g. ALL OUTDOOR AIR DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6 WITH A 30. THE GENERAL CONTRACTOR SHALL FURNISH&INSTALL ALL OF THE REQUIRED ACCESS _ N nil10. CUTTING AND PATCHING: VAPOR BARRIER. PANELS IN THE DRYWALL CEILINGS TO GAIN SERVICE ACCESS TO THE EQUIPMENT. HEATING L.L a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE(NEW OR EXISTING) EQUIPMENT WITH MANUFACTURER MANDATED SERVICE REQUIREMENTS INSTALLED OUTSIDE AIR TEMPERATURE(°F) -15 SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. 17. PIPING INSULATION: WITHIN CRAWLSPACES MUST BE A MAXIMUM OF 20 FEET FROM AN ACCESS PANEL. INDOOR AIR TEMPERATURE(°F) 70 N b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. a. ALL HYDRONIC PIPING SHALL BE INSULATED CONSISTENT WITH THE L` ^ c. X-RAY SLABS PRIOR TO CORING. COOLING v, REQUIREMENTS PER SECTION 1204 OF THE 2015 IMC. 31. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S OUTDOOR DRY BULB TEMPERATURE(°F) 82 W O b. ALL EXPOSED PIPING SHALL UTILIZE FIBERGLASS INSULATION WITH VAPOR INSTALLATION,OPERATION&MAINTENANCE MANUAL'S RECOMMENDATIONS ESPECIALLY OUTDOOR WET BULB TEMPERATURE(°F) 58 11. CLEANUP: BARRIER,WHEREVER ARMAFLEX IS USED,IT MUST BE FIELD TAPED ALONG BOTH FOR SERVICE CLEARANCES. \ Cr)a. UPON COMPLETION OF THE WORK UNDER THIS SECTION,THE CONTRACTOR INDOOR AIR TEMPERATURE(°F) 75 / LONGITUDINAL AND RADIAL SEAMS.SELF-ADHEARING ALONE IS NOT ACCEPTABLE. SHALL REMOVE ALL SURPLUS MATERIALS,EQUIPMENT AND DEBRIS INCIDENTAL c. INSULATION SHALL BE UL LISTED IN COMPLIANCE WITH A FLAME-SPREAD INDEX 32. FILTERS: INDOOR RELATIVE HUMIDITY(%) 30 TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX NOT MORE THAN 450,PER a. SHALL BE UL RATED AND APPROVED. LL WINDOWS SECTION 1204 OF THE 2015 IMC.INSTALLATION SHALL BE IN ACCORDANCE WITH b. PRESSURE DROPS SHALL NOT EXCEED.10"STATIC PRESSURE. U-VALUE" 0.28 12. MECHANICAL IDENTIFICATION IMC REQUIREMENTS. SHADING COEFFICIENT" 0.50 a. EQUIPMENT NAMEPLATES:METAL,WITH DATA ENGRAVED OR STAMPED,FOR d. ALL HYDRONIC PIPING SHALL BE INSULATED TO A MINIMUM OF R-3.( 33. ELECTRICAL CONNECTIONS: AEC PROJECT#: 17087.0 PERMANENT ATTACHMENT ON EQUIPMENT. e. ALL PIPING ROUTED BELOW THE SLAB UNDERGROUND SHALL BE TYPE"k"COPPER a. UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS,THERMAL b. PIPE MARKERS:PREPRINTED,COLOR CODED,WITH LETTERING INDICATING AND SHALL BE INSULATED WITH ARMIFLEX TYPE INSULATION. OVERLOADS,LOW VOLTAGE THERMOSTATS,CONTROL RELAYS,CONTROL SERVICE,AND SHOWING DIRECTION OF FLOW. TRANSFORMERS AND SOLENOID VALVES SHALL BY FURNISHED BY THE DATE: ISSUE: c. VALVE TAGS:STAMPED OR ENGRAVED WITH 1/4"LETTERS FOR PIPING SYSTEM 18. TEMPERATURE CONTROL DEVICES: MECHANICAL CONTRACTOR. 12/04/17 PERMIT SET ABBREVIATION AND 1/2"NUMBERS,WITH NUMBERING SCHEME.PROVIDE 5/32" a. CONTRACTOR SHALL PROVIDE STAND-ALONE CONTROLS CAPABLE OF MEETING b. UNLESS OTHERWISE SPECIFIED,ALL MOTORIZED DAMPERS SHALL BE LOW HOLE FOR FASTENER. THE SEQUENCE OF OPERATION DESCRIBED ON SHEET M1.1. VOLTAGE.ALL WIRING AND POWER CONNECTIONS SHALL BE PROVIDED BY THE - d. VALVE TAG SCHEDULE:PREPARE A VALVE TAG SCHEDULE TO BE SUBMITTED TO b. THE HVAC SYSTEM SHALL BE PROVIDED WITH 7-DAY PROGRAMMABLE AUTOMATIC MECHANICAL CONTRACTOR. _ THE MAINTENANCE ENGINEER FOR RECORD. SPACE TEMPERATURE CONTROL DEVICES(THERMOSTATS)AS SHOWN ON THE c. PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT PLANS.THE THERMOSTATS SHALL BE CAPABLE OF SCHEDULING OCCUPANCIES CHARACTERISTICS INDICATED ON THE DRAWINGS. 13. DUCTWORK: AND PROVIDING SETBACK CAPABILITIES TO MAINTAIN ZONE SETPOINTS DOWN TO d. IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE - a. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 55°F OR UP TO 85°F. CONTRACT DOCUMENTS. 2015 IMC AND SMACNA STANDARDS. c. CONTROLS SHALL BE CAPABLE OF PROVIDING A DEADBAND OF AT LEAST 5°F e. COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER,REGARDLESS OF b. DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA BETWEEN HEATING AND COOLING. VOLTAGE,WITH OTHER TRADES,SO THAT ALL SYSTEMS ARE COMPLETE AND STANDARDS.DUCTWORK SIZES INDICATED ARE INSIDE TO INSIDE[OUTSIDE TO d. THERMOSTATS SHALL HAVE NUMERIC SET POINTS IN°F,ADJUSTABLE SETPOINT OPERATIONAL. OUTSIDE]DIMENSIONS. STOPS,AND SHALL BE MOUNTED AT 46"ABOVE FINISHED FLOOR ADJACENT TO f. ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION. c. ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP.#6 MASTIC THE ROOM'S LIGHT SWITCH. g. ALL SINGLE AND THREE PHASE MOTORS,STARTERS AND DISCONNECTS PROVIDED ADHESIVE WITH VERSA GRIP OR MESH. e. COORDINATE CONTROL TIE-INS WITH CONTROLS CONTRACTOR AS NECESSARY. BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. d. ALL FINAL CONNECTIONS TO SUPPLY GRILLES SHALL BE COMPLETED WITH f. ALL THERMOSTATS SHALL BE APPROVED BY THE OWNER. Drawn By: Checked By: ACOUSTICAL FLEXIBLE DUCT UNLESS OTHERWISE NOTED ON THE PLANS. 34. ACOUSTICAL COMPLIANCE DGD AEC MINIMUM LENGTH IS 3',MAXIMUM LENGTH IS 5'. 19. SNOWMELT INSULATION: a. AEC IS NOT ABLE TO PROVIDE ACOUSTICAL MODELING OF EXTERIOR EQUIPMENT, e. FLEXIBLE DUCT USED FOR CONDITIONED AIR SHALL BE UL APPROVED,VINYL a. INSULATION SHALL BE INSTALLED UNDER ALL SNOWMELT AREAS,MINIMUM R-10. NOR PROVIDE DOCUMENTATION SUPPORTING COMPLIANCE WITH THE CITY OF COATED,WIRE REINFORCED FIBERGLASS,WITH MAXIMUM THERMAL CONFIRM COMPRESSIVE STRENGTH RATING REQUIREMENTS WITH THE ASPEN NOISE ORDINANCE.AN ACOUSTICAL CONSULTANT IS RECOMMENDED TO MECHANICAL CONDUCTIVITY OF 0.30 BTU-IN/HR-FT2-OF AND A MAXIMUM LENGTH OF FIVE FEET. STRUCTURAL ENGINEER FOR EACH APPLICATION.INSULATION UNDER TRAFFIC VERIFY COMPLIANCE.NOISE MITIGATION MEASURES(BY OTHERS)MAY BE f. CLOTHES DRYER VENT EXHAUST DUCTWORK SHALL BE ALUMINUM.DUCTWORK AREAS MUST BE TRAFFIC RATED.BUBBLE-TYPE INSULATION IS PROHIBITED REQUIRED. LEGEND SHALL NOT BE CONNECTED OR INSTALLED WITH SHEET METAL SCREWS OR ENTIRELY.OTHER FASTENERS THAT WILL OBSTRUCT THE EXHAUST FLOW.TERMINATE WITH 35. TEMPORARY HEATING DURING CONSTRUCTION: SPEC'c IJ A WALL CAP WITH A BACK DRAFT DAMPER.SCREENS ARE PROHIBITED.REFER TO a. MECHANICAL EQUIPMENT SHALL NOT BE UTILIZED FOR TEMPORARY HEATING. SECTION M1502 OF THE 2015 IRC FOR MAXIMUM DRYER EXHAUST DUCT LENGTHS. M-001 FOR PERMIT ONLY 1 of :1 ECEIVED -D C01,100,257 ARCMRCNRAL 005CICRIN 12A,11/2 017 ASPEN BUILDING DEPARTMENT 0 N CO Co ate, g y n N 03 U NO = oU to co 2 ur i- c. o O I2 o SEQUENCE OF OPERATION: KITCHEN MAKE UP AIR,FC-0HC-4,&P-4: VENTILATION: cli��0 E B-1,B-2,WH-1,P-1,P-2,&P-SA/B: THE FAN COIL SHALL PROVIDE HEATING,COOLING,AND KITCHEN MAKE UP AIR.ON A CALL FOR BATH EXHAUST FAN: C N co 0• L ` a)N. HEATING,P-4 SHALL START AND THE 3-WAY HEATING MIXING VALVE SHALL MODULATE TO MEET N THE BOILERS AND THEIR ASSOCIATED BOILER PUMPS SHALL STAGE AND ROTATE TO PROVIDE SETPOINT TEMPERATURE AND THE FAN SHALL RUN. THE BATH EXHAUST FAN SHALL BE CONTROLLED BY A WALL MOUNTED SWITCH. -5, U 7 HEATING&DOMESTIC HOT WATER.UPON A CALL FOR HEATING THE BOILERS SHALL FIRE BASED Q N a1 U UPON AN OUTDOOR RESET SCHEDULE WITH A MAXIMUM TEMPERATURE AT THE BOILER SUPPLY 05 s ozs •a)DURING KITCHEN HOOD OPERATION,MD-4A SHALL PARTIALLY CLOSE AND MD-4B SHALL OPEN TO ERV-1: "� TEI 0) WATER TEMPERATURE SENSOR OF 140°F.EACH BOILER PUMP(P-1&P-2)SHALL BE CONTROLLED 03. PROVIDE 900 CFM OF OUTSIDE AIR(BALANCE AIRFLOW TO MEET ACTUAL KITCHEN HOOD EXHAUST U W Cov7 0 WITH A 0-10 VDC SIGNAL FROM ITS RESPECTIVE BOILER TO MAINTAIN A 30°F AT BETWEEN THE AIRFLOW).WHEN THE SPACE SETPOINT IS SATISFIED,THE HEATING VALVE SHALL MODULATE TO THE ENERGY RECOVERY UNIT SHALL BE CONTROLLED BY A PERCENTAGE TIMER AND SHALL W L W >L SUPPLY WATER TEMPERATURE SENSOR IN THE SECONDARY LOOP AND THE BOILER RETURN WATER PROVIDE 70°F(ADJ.)DISCHARGE AIR TEMPERATURE AND COOLING SHALL BE LOCKED OUT.IF THERE OPERATE 35 MINS.(ADJ.)EACH HOUR.PRIOR TO THE ERV STARTING,THE ASSOCIATED MOTORIZED a)J= N TEMPERATURE SENSOR. (p W y j CD SS IS A CALL FOR SECOND STAGE HEATING,THE HEATING VALVE SHALL MODULATE TO MEET SETPOINT. DAMPERS SHALL OPEN.POINT OF USE CONTROL SHALL BE PROVIDED WITHIN THE 005 BATH WC FOR MANUAL OPERATION. = ~ UPON A CALL FOR DOMESTIC WATER HEATING,P-6 SHALL STOP,P-5A OR P-5B SHALL START IN A RADIANT ZONES WITHOUT FLOOR SENSORS: �' a)C DUTY/STANDBY SET-UP,AND THE BOILER SHALL PROVIDE 180°F(ADJ.)SUPPLY WATER UNTIL THE V C U co MECHANICAL ROOM VENTILATION EF-4 SF-04: 0 co E O DOMESTIC HEATING CALL IS SATISFIED. +� t V RADIANT ZONES WITHOUT FLOOR SENSORS SHALL BE CONTROLLED ACCORDING TO SPACE TEMPERATURE SENSORS AND SHALL OPERATE AS FIRST STAGE HEAT.ON A CALL FOR HEAT,THE MECHANICAL ROOM VENTILATION FANS SHALL BE CONTROLLED BY A WALL MOUNTED COOLING -C N c 92 W FC-1&FC-5: ASSOCIATED ZONE VALVE(S)SHALL OPEN. ONLY THERMOSTAT.UPON A CALL,EF-4&SF-4 SHALL START.EF-4 SHALL BE ALLOWED TO RUN ONLY L 2 Q Co IF SF-4 RUNS. Q x THE FAN COILS SHALL BE ZONED AND PROVIDE COOLING,HUMIDIFICATION,AND SECOND STAGE RADIANT ZONES WITH FLOOR SENSORS: 0 HEATING.ON ANY CALL FOR HEATING,THE ASSOCIATED ZONE DAMPER SHALL OPEN,THE FAN SHALL m VARY IT'S SPEED TO MEET CFM REQUIREMENTS,AND THE 2-WAY HEATING VALVE SHALL OPEN TO RADIANT ZONES WITH FLOOR SENSORS SHALL BE CONTROLLED ACCORDING TO SPACE GARAGE EXHAUST FAN: d MEET THE SETPOINT.ON ANY CALL FOR COOLING,THE ASSOCIATED ZONE DAMPER SHALL OPEN, TEMPERATURE SENSORS AND FLOOR TEMPERATURE SENSORS.ON A CALL FOR FIRST STAGE THE FAN SHALL VARY ITS SPEED TO MEET CFM REQUIREMENTS. HEATING,THE ASSOCIATED ZONE VALVE(S)SHALL OPEN FULLY TO MEET THE SPACE SETPOINT.ALL THE GARAGE EXHAUST FAN EF-8 SHALL BE INTERLOCKED WITH THE GARAGE DOORS AND A CARBON ZONES SHALL HAVE THE ABILITY TO MAINTAIN A MINIMUM FLOOR TEMPERATURE.ZONES WITH MONOXIDE SENSOR.WHENEVER EITHER GARAGE DOOR CLOSES THE FAN SHALL RUN FOR 15 MINS ON FAN COILS WITH HUMIDIFIERS,THE HUMIDIFIER SHALL BE CONTROLLED ACCORDING TO A WOOD FLOORING SHALL HAVE A MAXIMUM FLOOR TEMPERATURE SETPOINT AND THE ASSOCIATED (ADJ.).WHEN CARBON MONOXIDE IS DETECTED ABOVE ACCEPTABLE LIMITS,FAN SHALL RUN UNTIL ?•09' 0 H;�STI'= HUMIDITY SENSOR.ON A CALL FOR HUMIDITY,THE FAN SHALL START,ALL ZONE DAMPERS SHALL ZONE VALVE(S)SHALL CLOSE WHEN THE FLOOR SURFACE REACHES THAT TEMPERATURE(PER LEVELS DROP BELOW ACCEPTABLE LIMITS. r p.. 2i P• OPEN,AND THE HUMIDIFIER SHALL MODULATE TO MEET THE SETPOINT.THE HUMIDIFIER SHALL BE WOOD FLOOR MANUFACTURER). e O � � O i LOCKED OUT DURING COOLING. _II��4%`�•6E'� SNOWMELT ZONES,P-6,P-7: `I' 6 4.�5 FC-2,FC-3,&FC-4: `-,OF � ;` THE SNOWMELT SYSTEM SHALL BE CONTROLLED BY A TEKMAR SNOWMELT CONTROLLER WITH A -"•:SS�ONAL ,.•' THE FAN COILS SHALL PROVIDE HEATING,COOLING,AND HUMIDIFICATION.ON ANY CALL FOR SNOW/ICE SENSOR AND OUTDOOR AIR SENSOR.WHEN THE OUTDOOR TEMPERATURE IS BELOW HEATING,THE FAN SHALL VARY IT'S SPEED TO MEET CFM REQUIREMENTS AND THE ASSOCIATED 35°F(ADJ.),THE SNOWMELT SYSTEM SHALL BE ENABLED AND SNOWMELT PUMPS P-6 AND P-7 SHALL 2-WAY HEATING VALVE SHALL OPEN TO MEET THE SETPOINT. CYCLE TO MAINTAIN A SLAB TEMPERATURE OF 28°F(ADJ.).IF THE SYSTEM IS ENABLED AND I 1 1 1 MOISTURE IS SENSED ON THE SLAB,THE SNOWMELT PUMPS SHALL CYCLE TO MAINTAIN A SLAB 1 1 ON FAN COILS WITH HUMIDIFIERS,THE HUMIDIFIER SHALL BE CONTROLLED ACCORDING TO A • TEMPERATURE OF 38°F(ADJ.). U '^r' HUMIDITY SENSOR AT THE RETURN GRILLE.ON A CALL FOR HUMIDITY,THE FAN SHALL START AND 1..� THE HUMIDIFIER SHALL MODULATE TO MEET THE SETPOINT.THE HUMIDIFIER SHALL BE LOCKED OUT THE THERMOSTATIC MIXING VALVE AT THE INLET TO P-6 SHALL MAINTAIN THE SNOWMELT SUPPLY Z DURING COOLING. WATER TEMPERATURE AT A MAXIMUM OF 140°F.WHENEVER THE SNOWMELT SYSTEM IS ENABLED, Q SNOWMELT PUMP P-7 SHALL START. AIR SEPARATOR- Q I I I CO SPIROVENT VJR-150TM Q 2" OR SIMILAR /1/1 TO/FROM TO/FROM TO/FROM SNOWMELT `J" RADIANT& HO 4 I 1 s HW COILS ..• .l• s II (- •♦ 1AF'1 v J O P 25.2 GPM ' r • �2" �1' O w W U ® � m 0 > Z v 6.9 GPM - - FIELD INSULATE(TYP.) v) 11 w 23.6 GPM /1 PURGING 1� BALANCING AUTOMATIC / 11..1` VALVE(TYP.) Q -Q P BALANCING AND SHUT OFF (Et O 3-WAY THERMOSTATIC 0 VFDM VFD E 4 VALVE MIXING VALVE(130°MAX) 4 -> e W O 5 M HEATING SUPPLY WATER - - > `', TEMPERATURE SENSOR 0 0 HYDRAULIC SEPARATOR WITH 0 0 ❑ 0 QCt 2„ MICROBUBBLE-SPIROVENT 1" 3-WAY THERMOSTATIC VDX-300 OR SIMILAR •• MIXING VALVE(140°MAX) 4° AEC PROJECT#: 17087.0 2 j © I I 1 DATE: ISSUE: i 12/04/17 PERMIT SET W 8 -1.CD 0 3-WAY MIXING VALVE NOTES: 1-Y" 1-Y," MODULATING 31.8 GPM (CONTROLLED OFF 1. LOCATE ALL FLOOR MOUNTED EQUIPMENT ON 4"EQUIPMENT PADS. i 0 2" DISCHARGE AIR SENSORS) 2. ROUTE BOILER CONDENSATE TO FLOOR SINK VIA NEUTRALIZATION BASIN. • • PIPE TO 3. ALL REQUIRED VALVES AND APPURTENANCES NOT NECESSARILY FLOOR . SHOWN. DRAIN 4. FILL HEATING SYSTEM WITH 30%PROPYLENE GLYCOL.FILL SNOWMELT ❑ a SYSTEM WITH 50%PROPYLENE GLYCOL.CONFIRM THAT WATER QUALITY MEETS MANUFACTURER STANDARDS(HARDNESS,PH,ETC.) PRIOR TO FILLING THE SYSTEM. VFD 5. PROVIDE AIR VENTS AT ALL HIGH POINTS OF THE HYDRONIC SYSTEMS. 0P VFD 0 4 4 Drawn By: Checked By: 6. PROVIDE DRAIN DOWNS AT ALL LOW POINTS OF THE HYDRONIC SYSTEM. E ® T ® DGD AEC 7. PROVIDE THERMAL EXPANSION JOINTS AS REQUIRED y 4, • •1 1 1 1 MECHANICAL L L SEQUENCE & 30 PSI 30 PSI _ .... _ _ .4 30 P51 Al SCHEMATICS -0-I, AzikIli- 1" • e e —1 © m • Ili- ©■ HEATING WATER PIPING DIAGRAM M—0 02 NO SCALE FOR PERMIT ONLY 2 of .11 .S EgIVED _IT, 1M r COMMIT MT ARCHITECTURAL cxaxcmin ICO 11/2 017 ASPEN BUILDING DEPARTMENT 0 N CO GENERAL NOTES: SHEET DETAIL NOTES: U o cu 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE.OUTER 0MAINTAIN ALL REQUIRED CLEARANCES PER MANUFACTURERS N 14 ca DIMENSIONS,WHERE THEY DIFFER,ARE SHOWN IN PARENTHESES. RECOMMENDATIONS. U_ O 0 ° 2.ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1"LINER O2 SHOWN FOR REFERENCE ONLY.REFER TO ARCHITECTS PLANS FOR a1.- UNLESS OTHERWISE NOTED.ALL OUTSIDE AIR INTAKE AND ROUND EXACT LOCATION. j //- //- N N,- DUCTWORK SHALL BE WRAPPED WITH 1.5"THICK INSULATION UNLESS ' 1 I 1 2) 3 ' O O OT o 0 0 coo)OTHERWISE NOTED. ( TERMINATE WITH WIRE MESH. ,/ U N d Q N 3.ALL FINAL DUCTWORK CONNECTIONS TO SUPPLY GRILLES(OR PLENUMS) 0 (2)40 CA(PVC)8(2)40 VENT(CVPC OR PP)UP.PVC BOIL R VENT 68/3 UP TO N<>0 0 SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESS WILL BE REJECTED IF INSTALLED. p1._N 0D U OTHERWISE NOTED AND A MAXIMUM LENGTH OF FIVE FEET. GRILLC ADOVE. C C N • TOTAL ALLOWED LENGTH FOR THE DOIL D-VENT IS 100'(E UWALEN-T) - - - - - /{ •L '-=. `7 N^'- 4.ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE CPVC OR OTHER MANUFACTURER ACCEPTED MATERIAL. J U r CONICAL TEES. I c Q N 03 U TOTAL CALULATED LENGTH:B-1,2 I *6 s 06 ,,N 5.ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. VERTICAL RUN=40' I 1 L •� a7 cu. HORIZONTAL RUN=10' U W 6.ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTURE NUMBER OF ELBOWS=3(x 5'/ELBOW)=15' w L W=-o 1 WHERE IT EXISTS UNLESS OTHERWISE NOTED. TOTAL EQUIVALENT LENGTH=65' 68/3 UP TO a)J N r GRILLE ABOVE. CZ W y� 7. ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL 1618 18 10 L D 1- INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. ( ) 8.ALL SUPPLY GRILLES SHALL HAVE INCLUDE A BALANCING DAMPER sos-. _ I U 'E v 0w -C 0 V UNLESS OTHERWISE NOTED.IF THE DAMPER IS LOCATED IN AN (CEILING) DEN o INACCESSIBLE LOCATION,CABLE-STYLE DAMPERS(ROTOTWIST OR 1007 I a1 C 0,EQUIVALENT)SHALL BE INSTALLED AND SHALL BE ADJUSTABLE FROM V 2 Q V THE GRILLE FACE. N L a 9.COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT. O r- ! 16/16(18/18) ETURN UP CO B 1 —za/�uP r. B 0 GRILLE ABOVE 54-: E a I O �I i I 3 �( ALL) I Op m —© - e i� ;'09. 0•H�ISTF'- I -,m, e° .TisIA °' 1 - :2� I • • FC 14EC s ` ��> 1 0 I80 80 80 '•:'0, `0 / m Q El. °° sna lens. ssAQNAI�..•' ©0 ' I� 1-I . __ 11� 1 I I - 3/1wpm 1)OA UP m IpL:, _ FC I i w - OF TWO 2 _ ��,� C `)J 7 _�a�0i l�L..q_r_mL_�! i V ao �1. er o r D:C� � 80 - �— _ • w 1 GRI LE TO 0 d/� i MOP � _ III GRILLE ABOVE. Z rn 332x360 — I O g I:WL \ W(O <) & ATH (WLL) CIO ET L 110-sO 0 005 W CEI Q ® r. 0 III (CEILING) CO ((�16� I v _ TAF Il n JI--I 0 II 5.0(8,�0) I 60 -- 1004 Cr) � W' U) 0 12/5 Et UP Fto- 1 r N \ 60 � — 1 w - W W U BEDROOM E L 4 0 > Z QEI — - _ - 12/s(14/4� - - C c/) Ii L 78/3 UP TO I GRILLE ABOVE. 11 O r�Aso a D Et O24x3 � a (CEILINGL 1 1J_ ), CO 1 _ 1 LJ— s.- v 3 E -A (WALL) zao-s DROOM AEC PROJECT#: 17087.0 24x3 w� ��I- 1(CEILING) - UI -- IDATE: ISSUE: ii�I 80 \ ®et 12/04/17 PERMIT SET I (C.:ILI G) - I 80 I 111 my 11. I001 I _ III VI. 8"0 9"0) I.10/8(12/10) I 12I4 EA UP - J Eh 1 MIT‘ : ___, - - - - - \ -I \ Drawn By: Checked By: 7/13(8/1d) 38/3 UP TO `38/3 UP TO DGD TOC 10/3 UP TO RETURN UP GRILLE ABOVE. GRI_LE ABOVE. GRILLE ABOVE. (TYP OF ) LOWER LEVEL 2 s 0 , HVAC T NORTH PLAN LOWER LEVEL HVAC PLAN SCALE:1/4"=1'0' SCALE 1/4"=1'-0" M- 110 FOR PERMIT ONLY 3 of :1 ECEIVED -m COMMIT AV V ARCHITECTURAL cxakcmin ICO 11/2 017 ASPEN BUILDING DEPARTMENT 0 01 CO GENERAL NOTES: SHEET DETAIL NOTES: Cl) o 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE.OUTER Oi MAINTAIN ALL REQUIRED CLEARANCES PER MANUFACTURERS C N N N DIMENSIONS,WHERE THEY DIFFER,ARE SHOWN IN PARENTHESES. RECOMMENDATIONS. U E0 O 2.ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1"LINER O2 TERMINATE WITH WALL CAP.COORDINATE MAKE AND MOD L AND •N () UNLESS OTHERWISE NOTED.ALL OUTSIDE AIR INTAKE AND ROUND EXACT LOCATION WITH ARCHITECT.ENSURE 3'-0"MINIM FROM .3 O 5 O 7 to rn O DUCTWORK SHALL BE WRAPPED WITH 1.5"THICK INSULATION UNLESS NEAREST OPENING. I- .w O OTHERWISE NOTED. 1� Q O O3 SHOWN FOR REFERENCE ONLY.REFER TO ARCHITECTS P NS FOR U N 0- 01 3.ALL FINAL DUCTWORK CONNECTIONS TO SUPPLY GRILLES(OR PLENUMS) EXACT LOCATION. CD N W O SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESS 68z3 A ILIL �'=N U OTHERWISE NOTED AND A MAXIMUM LENGTH OF FIVE FEET. TOTAL ALLOWE.. H FOR THE DRYER VENT IS 100'(E UIVALENT) — C-O 0 V MANUFACTURE •• • : ATERIAL. — — — — JI (FI OOR) — A I •L L 0 N n 4.ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE —" F J Q N 0 V CONICAL TEES. O TOTAL CALULATED LENGTH:D-1 VERTICAL RUN=10' —— — U W O - 0 NUMBER OF ELBOWS=4(x IV/ELBOW).40' �� 6.ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTURE TOTAL EQUIVALENT LENGTH=65' LU L w 3L WHERE IT EXISTS UNLESS OTHERWISE NOTED. II — —1= G.BEDROOM GS w n�TD 7. ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL 1110 I 5-S 1— -3 D F INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. 106/3 UP TO 5p5 c6 O GRILLE ABOVE. f ,(FLOOR) U 'E U 000 8.ALL SUPPLY GRILLES SHALL HAVE INCLUDE A BALANCING DAMPER —p UNLESS OTHERWISE NOTED.IF THE DAMPER IS LOCATED IN AN t p'M INACCESSIBLE LOCATION,CABLE-STYLE DAMPERS(ROTOTWIST OR L L C CA EQUIVALENT)SHALL BE INSTALLED AND SHALL BE ADJUSTABLE FROM 8/8(10/10)SUPPLY UP O 2 Q V THE GRILLE FACE. 1 _„' "„O) < X 9.COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT. 22/8(24/10) WW 0 — AM�� 116/16(18/18)RETURN DN , � c F8 Q.1 RJ.-.1 \ a II r 5S ~ , , _ 1 (FLOOR)3 CLOi�T ?o�poo H✓SrF' O 10 3 N I .•'p tN 'Ll P.? ii J100r.. �-�- L 20/10(22/12) (WALL) -;•O`I' �' �.�,, 20/16(22/18)RETURN UP 50-SO '--,S 0 ' F 3/10(4/10)OA DN 2 1� FLOOR) 14 6) 265-R B SONAR ® '�Ir 0 60 c T (WAL J24x3O BOILER UESI �•��I Ur UP r rL.yL C - m S m Qm m RTC E (2)40 FLJE 678x3O ELECTRICAL --. �(-Y (C1�PC OP,PR)U' (FLOOR) w METERS 1 ��"`a - F4 O U 20/16(27J18) 8073TJP TO II 1 0 W O6RIl1E ABOVE. Q Q� I M CU UNITS ", _ �/^/ V`/ —,T---3-3-1 2I5 EA DN�� 77. (// CU UNITS GARAGE II I LLI V W 11051 s10-B78z3 O Q W Z (FLOOR) �N I I OM /'` 1 r LL.t \/J li O o 80/3 UP TO L: O 9RILLE AB,LO�VE. \LLI OO `) B. 160 CH / \ / 4 & ©b jj 4 2 E — // zoAo(z212) N E O � IU— AEC PROJECT#: 17087.0 80 AUNDRY sY UP To m3 1 DATE: ISSUE: GRILL ABOVE. METGAS ® o 12/04/17 PERMIT SET METER 5 \1885-5 8� m I 120x4O _ 12/4 EA DN (WALL)ENTRY I UD I m1 1 - - — III 1 1 _r - � �� F - f/13. (a/1a>ETRN DN TY�OF 3) O 10e J O 2 S U3 UP TO o I G- ABOVE. I O_ — — — ICI—�:��: �i - - — O — — /' 1 Drawn By: Checked By: 62/ UP TO �_ 75-5 295-S0 29S-S `�// DGD TOC GRILLE�ABOVE. 10x3 38x3 38x3 IS OOR) (FLOOR) (FLOOR) MAIN LEVEL HVAC NORTH PLAN 2 O 0 O M LEVEL HVAC PLAN SCALE 1/4"=1'-0 SCALE:1/4"=1'0" M- 111 FOR PERMIT ONLY 4 of RECEIVEDg VM-D COM IT AV V ARCHITECTURAL EKRIEEWX ICO 11/ 017 ASPEN BUILDING DEPARTMENT C) N CO GENERAL NOTES: SHEET DETAIL NOTES: o 1. ALL DUCTWORK DIMENSIONS ARE SHOWN INSIDE TO INSIDE.OUTER Oi TERMINATE WITH WALL CAP.COORDINATE MAKE AND MODEL AND C N N 9)DIMENSIONS,WHERE THEY DIFFER,ARE SHOWN IN PARENTHESES. EXACT LOCATION WITH ARCHITECT.ENSURE 3'-0"MINIMUM FROM U ID 0 2.ALL INTERIOR SUPPLY AND RETURN DUCTWORK SHALL INCLUDE 1"LINER NEAREST OPENING. a) R V UNLESS OTHERWISE NOTED.ALL OUTSIDE AIR INTAKE AND ROUND 0 SHOWN FOR REFERENCE ONLY.REFER TO ARCHITECT$PLA FOR C w O DUCTWORK SHALL BE WRAPPED WITH 1.5"THICK INSULATION UNLESS EXACT LOCATION. I 1 c OTHERWISE NOTED. O O O O V O Cid O� 0-4 O 0 (2)40 CA(PVC)&(2)40 VENT(CVPC OR PP)UP.VENT THR(�UGH U N 0_ N 3.ALL FINAL DUCTWORK CONNECTIONS TO SUPPLY GRILLES(OR PLENUMS) ROOF.TERMINATE PER MANUFACTURERS RECOMMENDATIQNS.PVC cm0 W E SHALL BE COMPLETED WITH ACOUSTICAL FLEXIBLE DUCT UNLESS BOILER VENT WILL BE REJECTED IF INSTALLED. 0)+_•N co V OTHERWISE NOTED AND A MAXIMUM LENGTH OF FIVE FEET. `. SLOT DRAIN C N V 4 900 CFM KITCHEN — ice\ — L `)w"n O I-�Oq ASSUMED.INTERLOCK WITH IC-4,MD-4A/B- - - - - - - - - A � >= U N 4.ALL ROUND DUCT CONNECTIONS TO ROUND DUCTWORK SHALL BE 10"ROUND UP THROI IS(4 ROOF.INSTALL PER MANUFACTURER'S 11II 0)U O CONICAL TEES. INSTRUCTIONS.VERIFY SIZE WITH ENGINEER PRIOR TO J Q N pn) 1 INSTALLATION. II I� .- US s 0 ,,N 5.ALL SQUARE 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. . \ C) O C(6 6.ALL DUCTWORK SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTURE I.,�. �� , yI W C W L 32 WHERE IT EXISTS UNLESS OTHERWISE NOTED. SLOT DRAIN 100 O N J= N G 60 (6 W Y(/)a)5 7. ALL DUCTWORK PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL -- ----. L �¢ -D!— INCLUDE FIRE DAMPERS RATED TO MATCH THAT OF THE ASSEMBLY. , CC +100) 1I v 8.ALL SUPPLY GRILLES SHALL HAVE INCLUDE A BALANCING DAMPER .- - V - U CO _ i 2+-1 UNLESS OTHERWISE NOTED.IF THE DAMPER IS LOCATED IN AN -- = V 20 3 -C O.4- INACCESSIBLE LOCATION,CABLE-STYLE DAMPERS(ROTOTWIST OR I M.BATH / U 209 II (TO SPACE) L 0) C 03 EQUIVALENT)SHALL BE INSTALLED AND SHALL BE ADJUSTABLE FROM 83SS 8l8(10/10)SUPPLY DN 0 Q THE GRILLE FACE. 106x3O v �, O 9.COORDINATE ALL ACCESS PANEL LOCATIONS WITH THE ARCHITECT. (FLOOR) ® v ` m e� L I U � � o 1 St M.BEDROOM I �� a 208 I \ Oe 1055-R aR.CLOSA "•p0 RE 60x5 207 •09' O FQ T-.-= (WALL II r 6, 'Ll �'.• 6I6/16)RETURN.N _�WW:'c'1�'' -- -I - !I I' - - II_ I I 'r(8/4)SUPPLY D J' 6 4, O PANTRY • 2000-R ' I _D 1 zoa HIS.CLO -T II 57x(W..n, PW.= C ' 205 -• a 50-S 60`I O (WALL) Ell LL p 41,00 O ..)... �G � �C GRILL 20/16(22/1:I RETUR DN 1_ [ .1Z Q L U __L L i N— L KITCHEN Q W 203 1 480 x3-� - ''L I I 10 0I r(FuODR j ,, s ifl � � �� _1 CI 00 I I 11 - � w to DW % 1 cL 1 w 1-1-1V DE K I j I I I II01DW1 1 Q z N LLIDP --- -- 1 - -- -i 1 1 � L.L -. �, � � DNO o I O 0630-5 X - LLI O —I '-----1----- (FLOOR)S0 UN DINING J III46as0 I 202Ct FLOOR) / J _ \ NI I AEC PROJECT#: 17087.0 DATE: ISSUE: 12/04/17 PERMIT SET I \— — I - 1 488 S® Q so-s LIVIN I WORN PECK 12D1 I I �-LOOR) 1„ I I II ._ _ _1 A Drawn By: Checked By: DGD TOC I 1 /------ - , d UPPER LEVEL DECK I•I HVAC NORTH PLAN I SLOT DRAIN UPPER LEVEL HVAC PLAN eil b © O O O SCALE:1/4"=r0' SCALE 1/4"=1'-0" . M- 112 FOR PERMIT ONLY 5 of RECEIVED -D COMMIT AV V ARCHITECTURAL ENQREERIN 129/11/ 017 ASPEN BUILDING DEPARTMENT i CO GENERAL NOTES: SHEET DETAIL NOTES:1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK,LIGHTS,AND 0 x m N NSTRUCTURE.COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE U EO STRUCTURAL ENGINEER. O = Q2.ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE N co NA FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. 0 C w 2345O 7 o 0.rn 3.ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOW CIIIIOU 0_ N THE FLOOR DECK. 0 oD ma):Nop U 4.VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C.CONTACT C-O N.17. ENGINEER IF MANIFOLDS MOVE MORE THAN 10'FROM LOCATIONS - - - - - O •L t I-CO . c SHOWN ON PLANS. r 1 I CD J V_S. 5.LOCATION OF ALL THERMOSTATS AND FLOOR SENSORS ARE I' r E T US CO APPROXIMATE,COORDINATE EXACT LOCATIONS WITH THE ARCHITECT. 4 I •Cr, L . LOCATE FLOOR SENSORS EQUIDISTANT BETWEEN RADIANT LOOPS,AND I U W O DO NOT LOCATE WHERE THEY MAY LIKELY BE COVERED BY FUTURE LL RUGS OR FURNITURE. I - N J= N 1 I 03 wY�a� 6.ALL PIPING SIZED FOR TYPE L COPPER.CONTACT ENGINEER FOR ANY I 3=F CHANGE TO PEX FOR NECESSARY PIPE SIZING AND/OR PUMP CHANGES. c�66 C1 N O 7.INSULATE ALL PIPE LEADERS PASSING THROUGH ADJACENT ZONES. I G co CD L O V Doi I 4-6 U N CO) < I CO 2)SQFT Q 0 - - - - TO RZ-2D I - - - O CO o_ I I I I I L — — _IJz �I RECs 4 5— A,"HWS/R T 7 •Q.-,o H;,�- '3 © .wJr:,IN.''.. MECH I I I - s m e �; m ® '`.QF ; v © I :`ss/ONAI •Via•' AM I I _ yr in_ TT ri.), Am 1 W I I 7 i"HWS/R0 UP I z (HC-4 0 \ BATH SET CO m 0�RZ-2Q I L 1 F I 0 w L 60 L� -1 I oos 1 I p 1 I Q CO __ �� '�''/a'HWS/R � ST a F /� 1L — J I I L - - I 0)41 I I v J r -- rt - 77 I 1 1I ' 0 I \I II �� 1 I I w w LEL 0 BEDROOM 1 1L I_ I Q > z I 131 � - -1 I fl w ri vJ O I 340 QFT — pm i� TQ RZ_2_ I Et To RZ-2A I O 0 CO I0I- - - - - , - ,- - - - I w o Q -r - - , - - - - - ___`-H ' _1I > Cr) �1 AmCt il _ - NET - - TO RZ-1B - �i' R- - 365 SOFT 'Nil __ E AEC PROJECT#: 17087.0 BEDROOM 1 1 _ 1 • I I -_ I r , - I ap 0- IJ L DATE: ISSUE: I I _ i HWS/Z��o— I 12/04/17 PERMIT SET II I II LI TO RZ-1A BATH L — — - - — — JI i 1 001 1 bD1 ® I In % m I . .__. k I -I Drawn By: Checked By: DGD TOC LOWER LEVEL MECHANICAL NORTH PIPING LOWER LEVEL MECHANICAL PIPING PLAN /\ PLAN SCALE:1/4"=1'0" 4 SCALE 1/4"=1'-0" M120 FOR PERMIT ONLY 6 of litECEIVED -m COMMIT den ARCHITECTURAL ENDNEERIN12R/11 l 2017 ASPEN BUILDING DEPARTMENT 0 N CO GENERAL NOTES: SHEET DETAIL NOTES: o 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK,LIGHTS,AND O x m 0 N N STRUCTURE.COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE a--A ))TO O STRUCTURAL ENGINEER. O O O _oU 2.ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE T O 5 O 7T) collo to Cl) ul A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. O C w O �1 0)O >O 3.ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOW 0 NIL V L� THE FLOOR DECK. C 0 W O L 0)+=N co U 4.VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C.CONTACT - C"O 0)V • ENGINEER IF MANIFOLDS MOVE MORE THAN 10'FROM LOCATIONS - - - - - •L ...^'- �I _ A 0 (0 SHOWN ON PLANS. -,— ^ �`'"=� I ^ J U 0 L J �I QN� 5.LOCATION OF ALL THERMOSTATS AND FLOOR SENSORS ARE -- 0 s o ,,N APPROXIMATE,COORDINATE EXACT LOCATIONS WITH THE ARCHITECT. •C) O07(pLOCATE FLOOR SENSORS EQUIDISTANT BETWEEN RADIANT LOOPS,ANDrh-711- --- I� U W O3DO NOT LOCATE WHERE THEY MAY LIKELY BE COVERED BY FUTURE N. LL S RUGS OR FURNITURE. I LL I I — N-= NI G.BEDFtOOM (6 w Y 4) 6.ALL PIPING SIZED FOR TYPE L COPPER.CONTACT ENGINEER FOR ANY L , D!- CHANGE TO PEX FOR NECESSARY PIPE SIZING AND/OR PUMP CHANGES. vu a--r a)CS 7.INSULATE ALL PIPE LEADERS PASSING THROUGH ADJACENT ZONES. I ® L O V co I 1 m I a�i 2BS SOFT L 2 Q V ao TO RZ-SB ' I% o O - - III - O a ®I -r U 1 T FALL. I - I a!:-lJORE Eol H,,,,,„.„1 1 1 L .L1. I _ ja �`: 1E'': V I m - 'B eII/ �➢ I : 85 SOFT I r- I I 1 1 I LLJ - ■ �.. h �I uh - - - - C al FOILS• r - 11 FLUES 1 pp®S - - �� V m I ° ^ TO'il'GE TO RZ-i - 111111 ELECTRI� LLJ 14 FC II i J METERS Q_ -TAIR �-" °� � II, 1 107, I �_ 0 � .111P3=7____1 -7 I I (/) __) T 1 /' le II E/ N VI LLI U)GU UNITS Cu UNITS I 11 r GCE \1 Lil w V ..MN Q > Z /II I!' I I 1 I \ 1 I U^ W \I Et.-_-- 1111,DN .RZ-3C - w o I'll' ,5m �r..1_, 1l I >- 1 ElLL Mi v-I 7- 1 71- lL I ^ll AEC PROJECT#: 17087.0 03 I DATE: ISSUE: GAS I - - ® - 12/04/17 PERMIT SET __ 1 - - 1l!II 1 I TO RZ-3A I I Y I _ L — � 1 UD �_ - - 1 ------ rut•:..-1 1 3 - 360 SOFT I F 17 L 80SeFT \ l l 0 TO RZ B O - - - - - ■:-:■� I■P��I�■■■1 - 1■■■■�f�d■. - ( G 1 Drawn BY: Checked BY: v / 1 VV / DGD TOC 1 1 P � 1 1 i t MAIN LEVEL - L MECHANICAL PIPING 2 � - PLAN NORTH SCALE 1/4"=1'-0" MAIN LEVEL MECHANICAL PIPING PLAN ® M- 121 SCALE:1/4 -,a FOR PERMIT ONLY 7 of RECEIVED -D COMMIT AV ARCHITECTURAL ENQNEERIX 1n 11/ 017 ASPEN BUILDING DEPARTMENT 0 N co GENERAL NOTES: SHEET DETAIL NOTES: o 1 OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK,LIGHTS,AND 0 x m N N N STRUCTURE.COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE U EO O STRUCTURAL ENGINEER. O ' Q O = Z U 2.ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE N co rn AFIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. \ / O O O O 0 T =• C w O 3.ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOW U N 0_ N THE FLOOR DECK. i N W O • o)'=Noo O 4.VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C.CONTACT SLOT DRAIN C N V= ENGINEER IF MANIFOLDS MOVE MORE THAN 10'FROM LOCATIONS - - -I - - _ - - = - - - - - O •L L `7 N n•- SHOWN ON PLANS. J Q, U 5.LOCATION OF ALL THERMOSTATS AND FLOOR SENSORS ARE • N5 s ,,N APPROXIMATE,COORDINATE EXACT LOCATIONS WITH THE ARCHITECT. •C) <L O CO LOCATE FLOOR SENSORS EQUIDISTANT BETWEEN RADIANT LOOPS,AND w ...W o\ DO NOT LOCATE WHERE THEY MAY LIKELY BE COVERED BY FUTURE SC2$ RUGS OR FURNITURE. ,- _ LOTQRA9er — — — — _ N-= N -L 6.ALL PIPING SIZED FOR TYPE L COPPER.CONTACT ENGINEER FOR ANY - �..- -- ----- i W"j 1- CHANGE TO PEX FOR NECESSARY PIPE SIZING AND/OR PUMP CHANGES. I 1 I < +' �p N O 7.INSULATE ALL PIPE LEADERS PASSING THROUGH ADJACENT ZONES. I Mir EA r LU O 2BSSQFT1 I M.BATH p I I I o CO)1209I m V 2av TORZ-6A 135SBFT I CO IO CD 0 = L � �1 I M.BEDRObM � L _, I O a 1111 Zoe 1 aK I:LOS 7 ..D REGi TO RZ-6C — -�41 �a rr _ _ 'IC I ':o, :, L J PANTRY I — o I "•ssoNAL 1 zoa 1KS.CLO •TIOPW/D T _ _� i_1I � zos� O� zos 0 - - I - W I 25 SQFT\\ l/ `J • � � I TORZ-LI 7A I I4: . F K L DP I KITCHEN 1 2031 H _� I I fll �LEL \ r—� o 260SQF -44 I 0 CI 00 I I_1I 1 I I I I __ 1__ __ __ [ L U/ ‘0 w WU il W 0 1 0 11 � W0 L \ ] ING/ 1 1 202 1 1 L Ct 1 II I AEC PROJECT#: 17087.0 I© 'I TO R77B m DATE: ISSUE: :20 SOFT 12/04/17 PERMIT SET I I � - 1 - ■ LIVIN((� n ECK 201 ®II I II !al Ell Drawn By Checked By: DGD TOC L — - - J �� d UPPER LEVEL MECHANICAL DECK in NORTHPIPING I SLOT DRAIN II I UPPER LEVEL MECHANICAL PIPING PLAN PLAN ® SCALE 1/4"=1'-0" SCALE:1/4"=1'0" 16 © 4 0 CO O M- 122 FOR PERMIT ONLY 8 of RECEIVED -D COMMIT AV ARCHITECTURAL ENQNEERN 12A/11/2 017 ASPEN BUILDING DEPARTMENT Cs N CO GENERAL NOTES: SHEET DETAIL NOTES: o 1. OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK,LIGHTS,AND Oi x m N N N STRUCTURE.COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE U•_W O STRUCTURAL ENGINEER. O +A- Q O g'w 2.ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE C ) O A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. • 0 2,2Q0 3.ALL MECHANICAL PIPING SHOWN DASHED SHALL BE LOCATED BELOW l I U N D_ N THE FLOOR DECK. `� c NNW E 4.VERIFY FINAL LOCATIONS OF ALL MANIFOLDS WITH THE G.C.CONTACT I = C"O N V co U ENGINEER IF MANIFOLDS MOVE MORE THAN 10'FROM LOCATIONS � -- SHOWN I •L t (q^•- ON PLANS. - I 0 O O O '=, N� 5.LOCATION OF ALL THERMOSTATS AND FLOOR SENSORS ARE _ I I ,� US ,, APPROXIMATE,COORDINATE EXACT LOCATIONS WITH THE ARCHITECT. - Cr) < O N(6 LOCATE FLOOR SENSORS EQUIDISTANT BETWEEN RADIANT LOOPS,AND I U W CO DO NOT LOCATE WHERE THEY MAY LIKELY BE COVERED BY FUTURE I w L LLIL RUGS OR FURNITURE. I N J= N ct L(/) 6.ALL PIPING SIZED FOR TYPE L COPPER.CONTACT ENGINEER FOR ANY LLI'==1- CHANGE TO PEX FOR NECESSARY PIPE SIZING AND/OR PUMP CHANGES. I = 1p N O 7.INSULATE ALL PIPE LEADERS PASSING THROUGH ADJACENT ZONES. / 100 / / / /// =oCP L 2 a V ///��/ // // I I Q o / _ .: rimim j1= m o r \VO I I I I `,O9'POO•H✓AST, r �' 'Li.6"�. ��> -R. ',_ I \ I_j / I I -•.,,S3AONAL OPe•' 14r-01 ' In ,, . \ \ ek o C-,I� 1=11 U r 1 +, — I I W W CO O I I� — 0 I] I] mmm 13 rzz 1 192 SOFT I I � )/ CO I — 1 I] LLI U) I Q Q 0 I r ' tom I11 I I w V �, I II rii 0 � Z E o I I Cr) I I All ,1 ,1 III 11 Et O e = I (.0la_ _ _ _ _ _ _ _ _ _ _ I I W O I I O I 1 I > CO Q ter � — __ I I e J ® I Ct m 219 SgFT I AEC PROJECT#: 17087.0 L fB , 1 J _ , I— DATE: ISSUE: m I I 12/04/17 PERMIT SET 137 SQFT J I - 1A S _ - 12,52SOF1" -- I a Drawn By: Checked By: DGD TOC SITE MECHANICAL = NORTH PIPING — — SITE MECHANICAL PIPING PLAN PLAN SCALE 1/8"=1'-0" SCALE:1/8"=1'0" i J-_- - M- 123 FOR PERMIT ONLY 9 of RECEIVEDy q-D COMMIT 2mi ARCHITECTURAL EnpnEERINICO 11 l 017 ASPEN BUILDING DEPARTMENT 0 N EXHAUST/SUPPLY FAN SCHEDULE OR EQUIVALENT LOUVER SCHEDULE OR EQUIVALENT C ELECTRICAL DATA NOISE FACE PRESSURE UNIT MANUFACTURER& TOTAL FAN OPER. UNIT MANUFACTURER& FREE AREA FRAME O TAG MODEL NO. SERVICE LOCATION TYPE CFM RPM ESP(IN) LEVEL WrT(LBS) REMARKS TAG MODEL NO. SERVICE LOCATION CFM SIZE(Wk POWER V/PH/Hz H") VELOCITY DROP (Bz, TYPE FINISH REMARKS +' (BONES) (FPM) (IN SP) C N N N CO PANASONIC PROVIDE FIELD INSTALLED BACKDRAFT DAMPER AS ADD-ALTERNATE IN ADDITION TO COORD. COORD. U To EF-1 FV-15VQ5 SPA 001 BATH CEILING 130 911 0.25 273W 120/1/60 05 11.5 INTEGRAL BACKDRAFT DAMPER,INTERLOCK WITH WALL SWITCH LV-1 RUSKIN-ELF6375DX HC-4&SF-5 106 STORAGE 1,080 24x18 844 0.1 0.31 yy/ARCH W/ARCH - = 08 PANASONIC PROVIDE FIELD INSTALLED BACKDRAFT DAMPER AS ADD-ALTERNATE IN ADDITION TO 0)._ N C EF-2 SPA 001 BATH WC RM CEILING 50 731 0.1 11W 120/1/60 0.3 10.4 I C w O FV-05VQ5 INTEGRAL BACKDRAFT DAMPER,INTERLOCK WITH WALL SWITCH AIR DEVICE SCHEDULE OR EQUIVALENT Q O)p >0 PANASONIC PROVIDE FIELD INSTALLED BACKDRAFT DAMPER AS ADD-ALTERNATE IN ADDITION TO 0 W- --CV EF-3 005 BATH 005 BATH CEILING 130 911 0.25 27.3W 120/1/60 0.5 11.5 MAX i W E FV-15VQ5 INTEGRAL BACKDRAFT DAMPER,INTERLOCK WITH WALL SWITCH UNIT MANUFACTURER& MOUNTING FRAME USE STYLE FINISH SOUND REMARKS TAG MODEL NO. LOCATION TYPE p).0.N CO U EF-4 PANASONIC MECHANICAL ROOM MECHANICAL INLINE 120 1590 0.25 36 W 120/1/60 1 13.9 FIELD INSTALLED BACKDRAFT DAMPER,INTERLOCK WTH WALL SWITCH LVL(NC) C-p N V • FV-10NLF1 ROOM KRUEGER 0°DEFLECTION LINEAR COORD.W/ COORD.W/ •L `•^'- PANASONIC MECHANICAL FIELD INSTALLED BACKDRAFT DAMPER,INTERLOCK SPACE THERMOSTAT AND EF-13 A 1500 SUPPLY/RETURN FLOOR BAR GRILLE ARCH ARCH 25 ALUMINUM CONSTRUCTION.SEE DRAWINGS FOR LOCATIONS,SIZES,AND SPECIFIED CFMS. 0)0 N C)(IS SF-4 MECHANICAL ROOM INLINE 120 1590 0.25 36W 120/1/60 1 13.9 N J U7h i FV-10NLF1 ROOM MAX AIR TEMP OF 80F(ADJ) KRUEGER 0°DEFLECTION LINEAR COORD.W/ COORD.W/ C QNO)U PANASONIC FIELD INSTALLED BACKDRAFT DAMPER,INTERLOCK SPACE THERMOSTAT AND EF-13 B 1600 SUPPLY/RETURN WALL/CEILING BAR GRILLE ARCH ARCH 25 ALUMINUM CONSTRUCTION.SEE DRAWINGS FOR LOCATIONS,SIZES,AND SPECIFIED CFMS. -120/1/60 (s L r.p N(6 FV-15VQ5 MAX AR TEMP OF BOF(ADJ) U� C W PANASONIC PROVIDE FIELD INSTALLED BACKDRAFT DAMPER AS ADD-ALTERNATEIN ADDITION TO W W L 1 EF-6 109 BATH WC RM 109 BATH WC RM CEILING 50 731 0.1 11W 120/1/60 0.3 10.4 INTEGRAL BACKDRAFT DAMPER,INTERLOCK WITH WALL SWITCH a)-I a)FV-05VQ5 c6 w 3DF I-PANASONIC PROVIDE FIELD INSTALLED BACKDRAFT DAMPER AS ADD-ALTERNATE IN ADDITION TO EF-7 109 BATH 109 BATH CEILING 130 911 0.25 273W 120/1/60 OS 11.5 FV-15VQ5INTEGRAL BACKDRAFT DAMPER,INTERLOCK WITH WALL SWITCH - �p p O EF-8 PANAFV-2SONIC GARAGE GARAGE INLINE 240 1260 0.25 57 W 120/1/60- 1.4 16.5 FIELD INSTALLED BACKDRAFT DAMPER,INTERLOCK WTH WALL SWITCH 0 L O co EF-9 PANASONIC 206 POWDER 206 POWDER CEILING 260 990 0.25 62 W 120/1/60 2 18.3 FIELD INSTALLED BACKDRAFT DAMPER,SEE SEQUENCE FOR OPERATION O C W FV-30VQ3 ROOM ROOMV 2 Q V W EF-10 PANASONIC 209 MASTER BATH 209 MASTER BATH CEILING 145 871 0.25 42 W 120/1/60 1.3 17.2 PROVIDE FIELD INSTALLED BACKDRAFT DAMPER AS ADD-ALTERNATE IN ADDITION TO Q 0 FV-20VQ3 INTEGRAL BACKDRAFT DAMPER,INTERLOCK WITH WALL SWITCH 0 m EF-11 PANASONIC 209 MASTER VVC 209 MASTER WC CEILING 50 731 0.1 11 W 120/1/60 0.3 10.4 PROVIDE FIELD INSTALLED BACKDRAFT DAMPER AS ADD-ALTERNATE IN ADDITION TO O FV-05VQ5 INTEGRAL BACKDRAFT DAMPER,INTERLOCK WITH WALL SWITCH d BYPASS OR ZONE DAMPER SCHEDULE OR EQUIVALENT INLET CFM MAX MAX OPER. ,••PDO REG/ST . UNIT MANUFACTURER& VELOCITY ' 0 O H� l'<. TAG MODEL NO. SERVICE LOCATION SIZE (FPM) MIN. MAX APD SOUND WT. REMARKS r p� 2/._'/'/ (IN) (IN.WC) LVL(NC) (LBS) ;U_fASV. O HONEYWELL MECHANICAL _II `' zwd' '6E'x ZD-1A ZD 002 BEDROOM ROOM - 0.10 25 N/A MOTORIZED DAMPER e: HONEYWELL MECHANICAL ZD-1B AR HOD 003 BEDROOM ROOM - 0.10 25 N/A MOTORIZED DAMPER 'ASS/ONAl�1C ZD-IC HONEYWELL 007 DEN MECHANICAL - 0.10 25 N/A MOTORIZED DAMPER ARD ROOM MD-IA HONEVWELL ERV-1 OA MECHANICAL _ 0.10 25 N/A MOTORIZED DAMPER w ARD ROOM HONEYWELL MECHANICAL MD-1B ARD ERV-1 EA ROOM - 0.10 25 N/A MOTORIZED DAMPER MD-4A HODNEVWELL FC-40A 106 STORAGE - 0.10 25 N/A MOTORIZED DAMPER Z Q MDdB HODNEVWELL FC-4RA 106 STORAGE - 0.10 25 N/A MOTORIZED DAMPER w I I ZDSA HODNEVWELL 208 M.BEDROOM 108 CLOSET - 0.10 25 N/A MOTORIZED DAMPER Q LLI CO AR ZDSB HONEYWELL 208 M.BATH 108 CLOSET - 0.10 25 N/A MOTORIZED DAMPER /� CI M AIR COOLED CONDENSING UNIT SCHEDULE OR EQUIVALENT W/.�� V) O COMPRESSOR DATA ELECTRICAL DATA MAX DIMENSIONS Ct UNIT MANUFACTURER& OPER. SERVICE LOCATION NOM. TOTAL SENSIBLE COMPR. REFRIG. AMB. SOUND REMARKS TAG MODEL NO. TONS CAP(MBH) CAP(M3H) TYPE SEER TYPE TEMP V/PH/Hz MCA FUSE LEVEL L(IN) H(IN) W(IN WT.(LBS) CU-1 CARRIER FC-1 EXTERIOR 2.0 20.2 18.9 SCROLL 14.0 R-410A 90 206/1/60 14.1 25 66 14.75 31.13 37 148 - W W CU-2 CARRIER FC-2 EXTERIOR 3.0 29.9 28.1 SCROLL 14.0 R-410A 90 208/1/60 18.8 30 71 17.13 37.13 44.5 184 - 0 Z 24PHA36 /'�/ I ' I CU-3 CARRIER FC-3 EXTERIOR 2.0 20.2 18.9 SCROLL 14.0 R-410A 90 208/1/60 14.1 25 66 14.75 31.13 37 148 - (^ 1 ► W CARRIER v J li CU-4 CARRIER FC-4 EXTERIOR U.S51.1 48.0 SCROLL 14.0 R-410A 90 208/1/60 31.1 50 73 17.13 43.2 44.6 245 - 24AHA6 Et 0 O CU-5 CARRIER ) FC-5 EXTERIOR 15 15.8 149 SCROLL 14.0 R-410A 90 208/1/60 11 8 20 69 1475 31.13 37 146 - 24AHA18 1 1 1 1 1 O ter/ FAN COIL UNIT SCHEDULE M HEATING COIL DATA DX COOLING COIL DATA ELECTRICAL OPER. 1... UNIT MANUFACTURER& TOTAL O A ESP DIMENSIONS TAG MODEL NO. SERVICE LOCATION CFM CFM (IN) HP TOTAL AIR SIDE WATER SIDE AIR SIDE DX COOLING CAPAC ITT(MBH) DATA WT. REMARKS MBH EDB(°F) LDB(°F) APO EWL(°F)LW/L(°F) GPM PO(FT)#ROWS SOLUTION EDB(°F) EWB(°F)APO TOT.CAP SENSIBLE REFRIGERANT V/PH/Hz L(IN) H(IN) W(IN) (LBS) FC-1 CARRIER LOWER LEVEL MECHANICAL 1200 26 0.3 1/2 27.9 70.0 5D8 0.16 140.0 121.1 3.0 2.1 2.0 GLYCOL30% 70.0 50.8 007 42.0 28.2 R-410A 115/60/1 53.5 21.1 220 150.0 12GAPAB FILTERS,HC2AXX017050 FV4CNB-003 ROOMAEC PROJECT#: 17087.0 CARRIER 101 ENTRY,107 STAIR, MECHANICAL FC-2 FV4CNB-006 102 MUD ROOM 1750 26 0.3 1/2 46.5 70.0 50.8 0.16 140.0 121.1 5.0 4.0 2.0 GLYCOL 30% 75.0 54.4 0.10 53.0 36.8 R-410A 115/60/1 59.3 24.8 22.0 207.0 1,2 GAPAB FILTERS,HC2AXX024080 DATE: ISSUE: FC-3 CARRIER 110 GUEST BEDROOM MECHANICAL 1200 26 0.3 1/2 27.9 70.0 50.8 0.16 140.0 121.1 3.0 2.1 2.0 GLYCOL 30% 75.0 54.4 0.07 34.0 28.1 R-410A 115/60/1 53.5 21.1 22.0 150.0 1,2 GAPAB FILTERS,HC2AXX017050 12/04/17 PERMIT SET FV4CNB-003 ROOM FC-4 CARRIER 201 LMNG202 DINING 106 STORAGE 2300 900' 0.3 3/4 46.5 70.0 50.8 0.16 140.0 121.1 5.0 4.0 2.0 GLYCOL30% 80.9 54.4 0.15 75.0 61.0 R-410A 115/60/1 59.3 24.8 220 207.012GAPAB FILTERS,HC2AXX024080 FV4CNB-006 203 KITCHEN FC-5 CARRIER 206 MASTER BEDROOM 106 STORAGE 800 0 0.3 1/2 25.0 70.0 50.8 0.10 140.0 123.1 3.0 2.1 2.0 GLYCOL30% 75.0 54.4 0.04 24.0 20.1 R-410A 115/60/1 53.5 21.1 22.0 150.0 1,2 GAPAB FILTERS,HC2AXX017050 FV4CNB-003 1-FLEXIBLE DUCT CONNECTIONS,2-SPRING VIBRATION ISOLATORS'OUTDOOR AIR CFM IS ASSUMED AND MUST BE MEASURED IN THE FIELD.BALANCE DAMPERS TO MEET ACTUAL INSTALLED KITCHEN EXHAUST AIRFLOW VENTILATION CALL OCCUPIABLE FLOOR AREA(AI) 3,970 SF I ENERGY RECOVERY UNIT SCHEDULE OR EQUIVALENT #OF BEDROOMS(Nbr) 4 SUPPLY FAN DATA EXHAUST FAN DATA WINTER SUMER HEAT RECOVERY MODULE FILTER DATA ELECTRICAL DATA DIMENSIONS SYSTEM COEFFICIENT(Sc) 0.75 UNIT MANUFACTURER& OPER. SERVICE LOCATION ESP ESP OA SA CAP. OA SA CAP. %EFF. REMARKS TAG MODEL NO. HP CFM (IN) HP CFM (IN.) EAT EAT (MBH) EAT EAT (MBH) TYPE CORE TYPE WNTR/SUM NO. TYPE SIZE(IN.) FLA V/PH/Hz L(IN) VAN) H(IN) WL-(LBS) CFM=60.01xA1)+[(7.5x(Nbr+1)DxSc 28 ERV-1 RENEWAIRE-EV130 WHOLE HOUSE MECHANICAL 1/10 79 0.60 1/10 79 060 -20 70 6 95 75 1.3 PLATE LOSSNAY 73/60 2 CLEANABLE SPUN 10.5x10.5x1 1.3 120/1/60 32 21 17.5 58 Drawn By: Checked By: VENTILATION ROOM POLYESTER CFM PROVIDED(ERV-I) 79 DGD AEC MECHANICAL SCHEDULES M-601 FOR PERMIT ONLY 10 of :1 ECEgIVED -m 1M COMIr I ARCMRCNRAL EN0 2B/NEMIN 1 11/2 017 ASPEN BUILDING DEPARTMENT CD N RADIANT SCHEDULE OR EQUIVALENT GLYCOL FEEDER SCHEDULE OR EQUIVALENT O AD TUBE ACTIVE TOTAL TANK DIMENSIONS ELECTRICAL DATA OPER. MANIFOLD ZONE MANUFACTURER& AREA(SQ BTUH/SQ SURFACE TUBE DIA NUMBER LEADER GPM/ PD UNIT MANUFACTURER& FREE FLOW O SERVICE SPACING LOOP LOOP GPM/ZONE REMARKS SERVICE LOCATION VOLUME WEIGHT LOCATION +' TAG TAG MODEL NO. FT) FT FINISH (IN) (IN) LOOPS LENGTH LENGTH LENGTH LOOP (FT) TAG MODEL NO. (GAL) L(IN) W(IN) H(IN) (GPM) W V/PH/Hz (LBS) N N 0 CO HYDRONIC MECHANICAL U_To 1A UPONORhePEX 001 BATH 90 1914 CERAMIC TILE 1/2" 9 1 5 120 130 0.4 0.4 1.0 1,2,3 GF-1 AXIOM-MF200 HEATING ROOM 6.6 11.75 11.75 16.00 0.7 50 120/1/60 65 - Z O V 1B UPONOR hePEX 002 BATH&CLOSET 365 4287 CARPET 1/2" 9 3 5 162 172 0.3 0.9 0.8 1,2,3 GF-2 AXIOM-MF200 SNOWMELT MECHANICAL 66 1175 11.75CO 16.00 0.7 50 120/1/60 65 - Cw 0 ROOMO O O 2A UPONOR hePEX 003 BEDROOM&CLOSET 340 2766 CARPET 1/2" 9 2 5 226 236 0.3 0.6 1.1 1,2,3 0 N dQN EXPANSION TANK SCHEDULE OR EQUIVALENT a, 0�W 0 2B UPONOR hePEX 004 STAIR 205 2353 WOOD FLOORING 1/2" 9 3 10 91 111 0.2 0.5 0.3 1,2,3 O)+=N U TANK ACCEPT DIMENSIONS CHARGE RELIEF OPER. C"O a)V 2 UNIT MANUFACTURER& WATER '1 = a)-.^.__ SERVICE LOCATION VOLUME VOLUME PRESSURE PRESSURE WEIGHT REMARKS 2C UPONOR hePEX 005 BATH 60 1618 CERAMIC TILE 1/2" 9 1 10 80 100 0.3 0.3 05 1,2,3 TAG MODEL NO DIA(IN) H(IN) TEMP(°F) Q) L N (iS FLEXCON HYDRONIC MECHANICAL (GAL) (GAL) (PSI) (PSI) (LBS) CD J Q N'8 C.) 2D UPONORhePEX 007 DEN 290 4099 CARPET 1/2" 9 2 10 193 213 0.4 0.9 1.7 1,2,3 ET-1 HTX 30 HEATING ROOM 4.5 2.5 11 14 12 30 140 48 30%PG 05m o ,•U U L(0C al 3A UPONORhePEX 101 ENTRY&107 STAIR 360 1834 WOOD FLOORING 1/2" 9 2 5 239 249 0.2 0.4 0.6 1,2,3 FLEXCON MECHANICAL LLlO ET-2 HTX 30 SNOWMELT ROOM 4.5 2.5 11 14 12 30 130 48 50%PG L w NJ= N 3 3B UPONOR hePEX 102 MUD&103 LAUNDRY 80 21567 WOOD FLOORING 1/2" 9 1 5 106 116 0.3 0.3 0.6 1,2,3 CZ W y j CD I ~ 3C UPONORhePEX 104 POWDER 15 59 WOOD FLOORING 1/2" 9 1 5 20 30 0.0 0.0 0.0 1,2,3 V 5 UW 4 4 UPONOR hePEX 105 GARAGE&106 STORAGE 105 8594 CONCRETE 1/2" 9 1 5 140 150 0.7 0.7 33 1,2,3 2 . L O V - N C(7) 5A UPONOR hePEX 109 GUEST BATH 85 1970 CERAMIC TILE 1/2" 9 1 5 113 123 0.4 0.4 1.0 1,2,3 () 2 Q V 5 i 00 5B UPONOR hePEX 110 GUEST BEDROOM 280 10410 CERAMIC TILE 1/2" 9 2 10 186 206 0.9 1.8 7.1 1,2,3 < X m 6A UPONORhePEX 201 LMNG&202 DINING 620 3114 WOOD FLOORING 1/2" 9 4 5 206 216 0.2 0.7 0.5 1,2,3 0 a 6 6B UPONORhePEX 203 KITCHEN&204 PANTRY 260 486 WOOD FLOORING 1/2" 9 2 10 173 193 0.1 0.3 0.1 1,2,3 205 HIS 6C UPONOR hePEX gEDROOMOSET&208 MASTER 280 7613 WOOD FLOORING 1/2" 9 2 10 186 206 0.6 1.2 3.4 1,2,3 ••,,,PpO REGisT,•• O\O H;., F,p?_. 7A UPONOR hePEX 206 POWDER 25 4397 WOOD FLOORING 1/2" 9 1 5 33 43 0.1 0.1 0.0 1,2,3 •UO J�.21_ O 7 _ .rJ:`:-/F.'�• 7B UPONOR hePEX 207 HER CLOSET&209 MASTER 135 20929 WOOD FLOORING 1/2" 9 1 15 180 210 0.6 0.6 3.5 1,2,3 ,P 6 Q-;, BATH %.O ,i,,; 1-30%PROPYLENE GLYCOL,2-PROPERLY INSULATE ALL LEADERS-CONTACT ENGINEER IF DISTANCES SHOWN ARE EXCEEDED,3-FLOOR SENSOR •'`ES/ONAI ,.•'• HOT WATER GENERATOR SCHEDULE OR EQUIVALENT I STORAGE BOILER MINIMUM PRESS. BOILER WATER TEMP. DOM.WATER TEMP. GPH @ DIMENSIONS w UNIT MANUFACTURER& OPER. SERVICE LOCATION CAPACITY OUTPUT BOILER DROP 100°FAT REMARKS I _ • TAG MODEL NO. (GAL.) (MBH) GPM (FT) IN('F) OUT(°F) IN(°F) OUT(°F) (S L) DIA(IN) H(IN) WT.(LBS) V WH 1 TRIANGLE TUBE DHW MECHANICAL 119 300 31.8 2.5 180 160 40 140 360 32 72 1832 - SMART 120 ROOM Z Q _BOILER SCHEDULE OR EQUIVALENT W CAPACITY(MBH)@ GAS PRESSURE GAS RELIEF ELECTRICAL STACK OPER. DIMENSIONS 0 W UNIT MANUFACTURER& SERVICE LOCATION 8000'PSL (IN WC) AFUE VALUE FLOW MAX PD PRESS EVJT LVYT DATA DIA WT. REMARKS CITAG MODEL NO. (%) (GPM) (FT) (°F) (°F) IN OUT MIN MAX (BTU/CF) (PSI) V/PH/Hz (IN) (LBS) L(IN) H(IN) W(IN) LOCHINVAR DHW,RADIANT, MECHANICAL B-1 355.1 331.1 4 14 94.0 770 20.1 8.0 30 105 140 120/1/60 4 4 27 42.5 15.5 1,3,4,5,6 KB-400 HC-1 SNOWMELT ROOM w B-2 LOCHINVAR DHW,RADIANT, MECHANICAL 355.1 331.1 4 14 94.0 770 20.1 8.0 30 105 140 120/1/60 4 4 27 42.5 15.5 1,3,4,5,6 /1/ /�/ O KB-400 HC-1 SNOWMELT ROOM II..I` 11..` 1-OUTDOOR RESET,2-50%P.G.,3-30%P.G.,4-FLOW SWITCH,5-LOW LIMIT CUTOUT)6-CPVC VENT PIPING (.• ` V SNOWMELT SCHEDULE OR EQUIVALENT LLB W TUBE ACTIVE TOTAL 0 > Z ZONE MANUFACTURER& AREA BTUH/ SURFACE TUBE DIA NUMBER LEADER GPM/ GPM/ SERVICE SPACING LOOP LOOP PD(FT) REMARKS /�� TAG MODEL NO. (SQ FT) SQ FT FINISH (IN) (IN) LOOPS LENGTH LENGTH LENGTH LOOP MANIFOLD 11 1A WIRSBO hePEX DRIVE WAY 1,252 125 CONCRETE 5/8 9 7 5 238 248 2.1 14.6 17.3 1,2,3 1B WIRSBO hePEX ENTRY PORCH 219 125 CONCRETE 5/8 9 2 5 146 156 1.3 2.6 4.5 1,2,3 O 111 1C WIRSBO hePEX STONE ENTERANCE LINK 137 125 CONCRETE 5/8 9 1 10 183 203 1.6 1.6 8.8 1,2,3 Et 2 WIRSBO hePEX PAVERS 192 125 CONCRETE 5/8 9 2 15 128 158 1.1 2.3 3.6 1,2,3 W O V/1 1-50%PROPYLENE GLYCOL,2-LEADER PIPING TO BE INSULATED-CONTACT ENGINEER IF THESE DISTANCES ARE EXCEEDED,3-INSTALL TUBING IN REVERSE RETURN LAYOUT,SEE MANUFACTURER DETAILS PUMP SCHEDULE OR EQUIVALENT /- UNIT MANUFACTURER& TOTAL ELECTRICAL DATA ' r TAG MODEL NO. SERVICE LOCATION TYPE GPM HEAD REMARKS 1� (FT) V/PH/Hz HP/W P1 GRUDFOS g_1 MECHANICAL ROOM INLINE 21 - 115/1/60 1/25 1,3AEC PROJECT#: 17087.0 UPS 15-58 FC GRUNDFOS DATE: ISSUE: P-2 UP26-64F B-2 MECHANICAL ROOM INLINE 21 - 115/1/60 1/12 1,3 _ 12/04/17 PERMIT SET P-3A GRUNDFOS RADIANT/ MECHANICAL ROOM INLINE - - 115/1/60 1/6 1,3 UPS 26-99 FC HW COILS P-3B GRUNDFOS RADIANT/ MECHANICAL ROOM INLINE - - 115/1/60 1/2 1,3 UPS 32-80 HW COILS P-5A GRUNDFOS DHW MECHANICAL ROOM INLINE - - 115/1/60 3/4 1 - UPS 32-160 P-5B GRUNDFOS DHW MECHANICAL ROOM INLINE - - 115/1/60 3/4 1 UPS 32-160 P-4 GRUNDFOS HC-4 MECHANICAL ROOM INLINE - - 115/1/60 3/4 1 UPS 32-160 PE GRUNDFOS HX-15NOWMELT MECHANICAL ROOM INLINE - - 230/1/60 180W 1 MIAGNA32-60 BOILER SIDE Drawn By: Checked By: P7 GRUNDFOS HX-15NOWMELT MECHANICAL ROOM INLINE - - 230/1/60 180W 2 MAGNA32-100 EXTERIOR DGD AEC 1-30%PROPYLENE GLYCOL,2-50%PROPYLENE GLYCOL,3-VARIABLE SPEED HEAT EXCHANGER SCHEDULE OR EQUIVALENT MECHANICAL UNIT MANUFACTURER& TOTAL PRIMARY SIDE SECONDARY SIDE DIMENSIONS SCHEDULES TAG MODEL NO. SERVICE LOCATION MBH EWT°F LINT°F GPM PD FT EWT°F LWT°F GPM PD FT (W&A-1) REMARKS ( ) ( ) ( ) ( ) ( I ( ) HX-1 TRIANGLE TUBE SNOWMELT MECHANICAL ROOM 225.0 140 120 23.6 1.4 110 130 25.2 1.4 15.2x5.6x34.5 - TTP1050 HEATING COIL SCHEDULE OR EQUIVALENT AIRFLOW COIL FACE HEATING COIL DATA OPER. UNIT MANUFACTURER& AIR P.D. SERVICE LOCATION TYPE THROUGH COIL DIMENSIONS VELOCITY ROWS WEIGHT REMARKS M / /'� TAG MODEL N0. (CFM) (H XL) (FPM) (IN' ) (MBH) EAT LAT EWT LVVT GPM HD(FT) (LBS) /,�O' DAIKIN HOT WATER V G HC-4 5WQ1004C FC-4 106 STORAGE COIL 900 12X24 450 3 0.2 68.2 -20.0 73.2 140 119.3 6.9 5.7 43 - FOR PERMIT ONLY 11 of .11 ,,y.EgIVED -D 1198/Er 1M nncxIECNRA 1 : L ENANEE IN1 2B/11 l 2017 ASPEN BUILDING DEPARTMENT 0 N TYPICAL 8'-0"CEILING ELECTRICAL SPECIFICATIONS ELECTRICAL LEGEND .73 �,[IJ 12. SHOP DRAWINGS AND SUBMITTAL: (n O `8 (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) -1-, 17 Contractor shall submit shop drawings for engineer review and approval. SCR l (A B) It A. General Requirements O RECESSED OR SURFACE DOWNLIGHT ABBREVIATIONS (6 B. Shop drawing submittal shall incude: CH WALL MOUNTED LIGHT FIXTURE C O 1. 1.Panelboard(s). AC -ABOVE COUNTER E O(..) SCOPE:Fumish all materials and labor required to execute this work AFF -ABOVE FINISHED FLOOR 0)'- as indicated on drawing and as specified,as necessary to complete the N RECESSED FLUOR.LIGHT FIXTURE qFG ABOVE FINISHED GRADE (I) (n N AHJ -AUTHORITY HAVING JURISDICTION MAIN CIRCUIT BREAKER& contract.Electrical work shall include,but not limited to,these major IA. SURFACE FLUOR.LIGHT FIXTURE 0 C w O AL -ALUMINUM 2)O > n BRANCH CIRCUIT BREAKERS items: 13. CONDUIT AND WIRE: FIXTURE DESIGNATIONS: cu -coPPER0):: MAXIMUM MOUNTING HEIGHT A. CONDUCTOR SIZES AND TYPES:For sizes#1/O AWG and larger,use UPPERCASE-FIXTURE TYPE EC -ELECTRICAL CONTRACTOR U :LI)) NIS 79",MINIMUM IS 18". A. Complete wiring system for new lighting and power as shown, co er THW or aluminum XHHW.For sizes#1 AWG and smaller,use onl LOWER CASE-SWITCH DESIGNATION EM -EMERGENCY U')PPP Y GC -GENERAL CONTRACTORT•!� DQincluding new panelboards,new conduits,new wires,new wiring copper wire with 600V insulation,types TW,THHN,or THW-stranded in %//////� SHADING ON FIXTURE INDICATES EMERG.BATTERY BACKUP GND -GROUNDv' N DO(��gpp devices,new control devices,etc.fora complete lighting and sizes#8 and larger,solid in sizes#10 and smaller.Control wiring shall be#14, I I FLUORESCENT STRIP FIXTURE GFI -GROUND FAULT INTERRUPTER C N co- and ower S stem. stranded.Use t e THHN for wires enterin or assin throU h fluorescent MC -MECHANICAL CONTRACTOR '`P Y YP 9 P 9 9 o e TRACK LIGHT AS NOTED OR SCHEDULED NIC -NOT IN CONTRACT ��11♦♦ • lighting fixtures.All motors shall be wired with copper conductors only. WALL WASHER NL -NIGHT LIGHTW O °� a. Complete feeder(s)installation as required for new and/or NTS -NOT TO SCALE J U N. 7 e electrical apparatus as shown on single line diagram and B. MC cable permitted per local codes.Run hard pipe from panel to local E+E POLE-MOUNTED FIXTURE PC -PLUMBING CONTRACTOR C Q N Cr/U drawings. junction box,and ran MC cable from junction box to device. j POST leOLIAR0l FIXTURE REF -REFERENCE _ C) UG -UNDERGROUND TT� b. Complete branch circuit wiring required for the connection of 14. ELECTRICAL DEVICES ® STEP LIGHT UNO -UNLESS NOTED OTHERWISE •v' RSQ(t1 N UTP -UNSHIELDED-MISTED PAIR C U ® CEILING OR WALL MOUNTED EXIT LIGHT �LLJO dI1®�/'� emergency lighting and exit signs t0 existing emergency stand A. Convenience receptacles will be 15 or 20 amp,residential grade WP -WEATHER PROOF W W V XX•LJ❑N ` EMERGENCY BATTERY LIGHTS XFMR -TRANSFORMER V a by power system. decora style.Finish per owner or architect.All dwelling unit O J= 0 1, DUPLEX RECEPTACLE Q I8"UNLESS NOTED *18' -MOUNTING HEIGHT TO CENTERLINE receptacles to be tamper-resistant per NEC 406.11. OF DEVICE AFF OR AFG Ca W-C 2. Complete provision,installation and connection of lighting fixtures, 4, DOUBLE DUPLEX RECEPTACLE®18"UNLESS NOTED F Zo exit sins and lams as s ecified and as shown on drawin s. B. Light switches will be 15 or 20 amp,residential grade, FIRE ALARM SYSTEM ^� FINISHED FLOOR 9 P P 9 O FLUSH FLOOR DUPLEX RECEPTACLE = T decora style.Finish per owner or architect. 3. Fire alarm system will be by electrical contractor. (4) SPECIAL OUTLET AS C. Dimming switches will be a minimum of 600W ores noted. C. DUPLEX RECEPTACLE HALFFSWITCHED @ 18"UNLESS NOTED I FACP MII N FIRE ALARM ANNUN FIRE ALARM CIATOR R PANEL L PANEL U C -2 8 CO 4. Complete connection of HVAC/Plumbing refermotor(s),water electricalheat a(s), Provide decora style,fnish per owner or architect. a) N 0 TYPICAL DEVICEy POP-UP RECEPTACLE 0 FIRE ALARM PULL STATION ,• L equipment,etc.furnish by mechanical- to both and C D. All mounting heights will conform to ADA guidelines.Typical receptacle ® TELE-POWER POLE DI ALARM HORN OR SPEAKER C CD and mechanical drawing for scope and work and additinal infor- ��0 �0 cp heights will be+igAFF and switch heights will be+46"AFF F1�1 MULTI-OUTLET PLUG STRIP EKIE COMBINATION HORN/STROBE OR SPEAKER/STROBE V 2 Q 4 MOUNTING HEIGHTS motion. unless noted otherwise. 0 V JUNCTION BOX IN FLOOR,CEILING OR IN WALL •H THERMAL HEAT DETECTOR L CO 5. Provide grounding and bonding Facilities. E. Provide GFI type receptacles at kitchens,bathrooms, MI5♦ COMPUTERRELEPHONE OUTLET IN FLOOR OR WALL •I SMOKE/IONIZATION DETECTOR <" X - garages,exterior etc.as required by NEC 210.08. 1-8. TELEVISION OUTLET •P PHOTOELECTRIC SMOKE DETECTOR CO NO SCALE 6. Complete all electrical demolition as required. F. Provide AFCI type receptacles at bedrooms,living rooms, ria TELEPHONE BACKBOARD SHIP EAT/PHOTOELECTRIC SMOKE DETECTOR 0 rtrt rt NOTES: dining rooms,hallways,etc.as required by NEC 210.12. CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING L�J LRJ DUCT DETECTOR 0- 7. Core drilling and patching of existing building structure required for CIRCUIT HOMERUN Q SPRINKLER SYSTEM FLOW SWITCH 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX G. Exterior weather-proof receptacles in damp or wet locations shall UNLESS NOTED OTHERWISE. electrical work.Core drilling shall follow Building Standard procedures --- CONDUIT RUN BELOW FLOOR OR GRADE M. SPRINKLER SYSTEM TAMPER SWITCH and contractor shall have written approvals from building owner prior adhere to the requirements shown in NEC 406.9. ,,,..,,, PP 9 P ] CONDUIT STUB-UP-CAPBMARK � STROBE 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN to start of any work. 15. SUPPORT $ LIGHT SWITCH AT 4e.UNLESS NOTED pD SMOKE/FIRE DAMPER CONNECTION , �PDO REC/S/':-- TOP OF DOOR TRIM AND CEILING LINE. A. Support all electrical equipment independent of accessible ceilings as SUBSCRIPTS: •y REMOTE INDICATOR LIGHT r$2 Q /'1� F 8. Test of entire system and work. 2=2-POLE SWITCH a 0 '1, 'PA, required by NEC. 3=3-Wpy SWITCH 9. Operating,Maintenance and identification instructions manuals,if SECURITY SYSTEM �V§��`'. Q' 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS 4=6-WAY SWITCH +� - AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN any. M=MOTION-OPERATED SWITCH O 16. ELECTRICAL BOXES K=KEY-OPERATED SWITCH CONTACT DOOR SWITCH IN JAMB OR HINGE OVER THOSE SHOWN ABOVE. A. At fire rated wall,space electrical boxes at opposite sides of the wall TO=THERMAL OVERLOAD SWITCH 01 INTRUSION MOTION DETECTOR AS SPECIFIED,CORRIDOPAROOM R. S c T �V�: 10. PERMITS AND FEES:Obtain and pay for all necessary permits,inspec- no less than 24"horizontal distance. P=SWITCH WITH PILOT LIGHT CORK =.•e, 2�? 4. FOR CEILING HEIGHTS HIGHER THAN 7'-2",INSTALL FIRE ALARM Sons,examinations and fees or charges necessary for execution and B. When phone,TV&power receptacles are shown on plan next to each other. 0 DIMMER SWITCH WI WATTAGE u KEY-OPERATED ACCESS SWITCH SSIONALE .•" NOTIFICATION AUDIO AND VISUAL APPLIANCES AT completion of electrical work. Locate respective receptacles next to each other on site with no more 0 PUSHBUTTON CONTROL STATION SURVEILLANCE CAMERA 80"AFF OTHERWISE INSTALL AT 6"BELOW CEILING. than 1"separating cover plates. © PHOTOELECTRIC CELL 11. REGULATIONS AND CODES: Qs TIME SWITCH DISTRIBUTION EQUIPMENT SYMBOLS 5. MOUNTING HEIGHTS PER IBC 2009 AND ADA CODES 17. METERING A. Applicable codes:National Electric Code(2017) A. EC shall coordinate whether or not meters require lever bypass with local THERMOSTAT AT 60'UNLESS NOTED DISCONNECT SWITCH Conform to the prevailing edition and amendments thereto of the utility and provide all meters with a lever bypass when required. e DIVISION 15 EQUIPMENT -./- FUSES Town of Aspen Electrical Code,pertinent NFPA publications = FOOD SERVICE EQUIPMENT CIRCUIT BREAKER and to the requirements of Federal,State or other City agencies W CURRENT TRANSFORMER having jurisdiction. COMMUNICATION SYSTEM RANSFORMER Q$a SPEAKER IN CEILING OR WALL LID METER LLJ QV-I VOLUME CONTROL AT 60"UNLESS NOTED ® MAGNETIC MOTOR STARTER % OM-I EIUOUPTUSE OUTLET IN FLOOR Box OR WALL Q DISCONNECT SWITCH Q .8 OC-I CALL-IN SWITCH PANELBOARD OR LOAD CENTER.FLUSH OR SURFACE MOUNTED © PROGRAM BELL 1 SWITCHBOARD,MOTOR CONTROL CENTER OR DISTRIBUTION BOARD Q INTERCOM I]T TRANSFORMER Q CLOCK III' GROUND _/ QA AMPLIFIER El CIRCUIT BREAKER g MOTOR OUTLET AUTOMATIC TRANSFER SWITCH o LLI WALL ASSEMBLY-THE 1,2,3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY WII1.SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUALU300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY ANDSHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:II © A.STUDS-WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS(MAX 2 HR FIRE RATED ASSEMBLIES)OR STEEL CHANNEL STUDS.WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. O (51 BY 102 MM)LUMBER SPACED 16 IN.(406 MM)OC WITH NOM 2 BY 4 IN.(51 BY 102 MM)LUMBER END I: CO :ti ' PLATES AND CROSS BRACES.STEEL STUDS TO BE MIN 3-5/8 IN.(92 MM)WIDE BY 1-3/8 IN. C SHEETS O (35.v1) UP ANRD*S SPACED MAX 24 N.IN 13 MM)16MMOC. GENERAL NOTES ALL B.GYPSUM BOARD*-NOM 1/2 OR 5/8 IN.(13 OR 16 MM)THICK,4 FT.(122 CM)WIDE WITH SQUARE CO TAPERED EDGES.THE GYPSUM WALLBOARD TYPE,THICKNESS,NUMBER OF LAYERS,FASTENER `•J TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY.MAX DIAM OF OPENING IS 26 IN.(660 MM). THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE OWNER/ARCHITECT 11 PRIOR TO FINAL ROUGH-IN AS FOLLOWS: /1 /: 2.THROUGH PENETRANT-ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM.THE ANNULAR SPACE BETWEEN PIPE,CONDUIT OR CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES;ADD THREE WAYS IF FOUND NECESSARY. "- '= '`� TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN.(0 MM)(POINT CONTACT)TO MAX 2 IN. 1I (51 MM).PIPE,CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. • REVIEW RECEPTACLE LOCATIONS;MOVE AS REQUIRED.PROVIDE UNIT PRICING IF THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES,CONDUITS OR TUBING MAY BE USED: ADDITIONAL RECEPTACLES ARE REQUIRED. C A.CONDUIT-NOM 6 IN.(152 MM)DIAM(OR SMALLER)STEEL CONDUIT OR NOM 4 IN.(102 MM)DIAM (OR SMALLER)STEEL ELECTRICAL METALLIC TUBING • REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW.MOVE AS REQUIRED. AEC PROJECT#: 17087 I 3.FILL,VOID OR CAVITY MATERIAL*-CAULK OR SEALANT-MIN 5/8.1-1/4,1-7/8 AND 2-1/2 IN. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS.THE ELECTRICIAN SHOULD BE (16,32,48 AND 64 MM)THICKNESS OF CAULK FOR 1,2,3 AND 4 HR RATED ASSEMBLIES, DATE: ISSUE: PREPARED TO REWORK SOME DEVICE LOCATIONS.SIGNIFICANT REWORK SHOULD BE FLAGGED RESPECTIVELY,APPLIED WITHIN ANNULUS,FLUSH WITH BOTH SURFACES OF WALL.MIN 1/4 IN.(6 MM)DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS 12-04-17 PERMIT LOCATION ON BOTH SIDES OF WALL. APPROVED PRIOR TO PROCEEDING. Mae Pipe or Conduit F Rating T Rating THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING Dian In.ten) Hr Hr OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED,AS SHOWN IN THE FOLLOWING TABLE. 1(25) I or 2 0+.1 or 2 THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE 1(25) 3 or 4 3 or 4 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED TO THE LEFT. 4(102) 1 or 2 0 6(152) 3 or 4 0 3M COMPANY-CP 25WB+CAULK OR FB-3000 WT SEALANT, 12(305) 1 or 2 0 BEARING THE UL CLASSIFICATION MARKING PENETRATION THROUGH A FIRE-RATED WALL NO SCALE Drawn By: Checked By: CM SOH ELECTRICAL LEGEND, SPECS, & DETAILS SCALE:NONE E1 .0 1 of AEC COMMIT COPT RN]AkartcneaL Tsorlica 12 111/ 017 ASPEN BUILDING DEPARTMENT 0 N CO CO 4-,—, O TS • n y co t� U_ COO Li) co• w ul rJ c, o -0 �ECOORDINATE WITH LIGHTING O)�DESIGNER,PROVIDE 84 ` ...N w U SPACE PANEL IF REQUIRED. (n N N J O V r PANEL PANEL PANEL PANEL PANEL HEAT PANEL PANEL N N 1= Q N A B MECH LIGHTING TRACE AV IR G-- BONDING JUMPER G "� M W co 2 w NJ2 aii S -- (#3/0 CU G)3/4"C Ca W-C CO F = m 3 V O U_f • L 0 V GAS SERVICE 0 Q__- (3#3/0 CU,1#4 CUG)2"C �' r' 1, r T T (3#1 CU,1#8 CUG)1 1/2"C INCOMING PIPE OR(3#250 MCM AL,1#2 ALG)3"C OR(3#1/0 AL,1#6 ALG)2"C i to WATER SERVICE .- #6 TO TELEPHONE/TVQ x (3#4/0 CU,1#4 CUG)2"C] — / INCOMING PIPE — O CO OR(3#350 MCM AL,1#2 ALG)3"C] WATER O METER _ -=--CONCRETE-ENCASED ELECTRODE 0- NSS BUILDING REQUIRED IN FOOTING/FOUNDATION STEEL PER NEC 250-50.MINIMUM 20'#4 REBAR OR MINIMUM 20'#4 BARE COPPER. P GS (4#2 CU,#2G)2"C MUST BE INSTALLED AT • 8 — — — — — — — — — — — — — — — — — — — FOOTING INSPECTION. `;00�O H �FQ0 ^(3)3/4"x10' `O +�A O _ DRIVEN GROUND RODS ��`''lir 200/2 200/2 1.400/2 200/2 200/2 100/2 100/2 100/2 IF REQUIRED -_ J8 aim Q'e 1[SPARE 3"C] (21200A BY LOCAL AHJ T r E I I 800/2 I ACES I :.TS ?.: j F s/QNALE ,••: 3[(3#500MCMAL)3"C] I I I I I SERVICE GROUNDING DETAIL UTILITY I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — NO SCALE TRANSFORMER NOTE:PROVIDE#3/0 CU CONDUCTORS TO ALL GROUNDING ELECTRODES. PAD MOUNTED ST — — SHUNT TRIP AT 111 EXTERIOR OF HOUSE MAIN DISTRIBUTION CENTER "MDC" ELECTRICAL ONE—LINE DIAGRAM L.LI 800A, 120/240V, 1 P, 3W NO SCALE Q NOTE:PROVIDE SHORT CIRCUIT BRACING TO MEET REQUIREMENTS NOTED AT ONE-LINE,NOTED AS"AIC AVAILABLE".SERIES RATED COMBINATION ACCEPTABLE,SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP DRAWING REVIEW. v, CONTRACTOR SHALL VERIFY ALL SERVICE EQUIPMENT BEING USED WITH 12 0 LOCAL UTILITY.CONTRACTOR IS RESPONSIBLE FOR PROVIDING SERVICE Ilii0 EQUIPMENT THAT IS ACCEPTABLE TO USE THROUGH THE UTILITY AND THE W AHJ. 1300 Riverside Residence > z Demand Load Calculations W (Per NEC Article 220 Parts-III) N CO Quantity Volt-Amps Demand Total(VA) LLL \l General CI Dwelling unit Square footage 5129 O General&Lighting(1st 3 KVA) 1000 SF X 3 X 100% = 3000 General&Lighting(Remainder) 4129 SF X 3 X 35% = 4335 CO Kitchen Small Appliances 2 EA X 1500 X 35% = 1050 Refrigerator 2 EA X 1500 X 75% = 2250 Dishwasher 2 EA X 1500 X 75% = 2250 Oven/Range(Re:table220.19) 2 EA X 10000 X 80% = 16000 Disposal 2 EA X 1500 X 75% = 2250 Rotisserie 1 EA X 2000 X 75% = 1500 Warming Drawer 2 EA X 1500 X 75% = 2250 AEC PROJECT#: 17087 Microwave 1 EA X 1500 X 75% = 1125 Laundry&Spa Appliances DATE: ISSUE: Clothes Washer 2 EA X 1500 X 75% = 2250 Clothes Dryer 2 EA X 5000 X 100% = 10000 12-04-17 PERMIT Steam Shower 1 EA X 15000 X 75% = 11250 Jacuzzi Tub 1 EA X 2000 X 75% = 1500 Misc Equipment&Appliances Electric Car Chargers 1 EA X 10000 X 75% = 7500 Solar PV Equip 0 EA X 360 X 125% = 0 Humidifier 5 EAX 1900 X 75% = 7125 Electrical Heating Equipment Electric In-Floor Heat 0 SFX 12 X 100% = 0 Electric Baseboard Heat 0 LF X 250 X 100% = 0 Electric Heat Trace 1000 LF X 12 X 100% = 12000 Electric Infrared Heaters 4 EAX 6000 X 100% = 24000 Mechanical Equipment Drawn By: Checked By: Condensing Units 5 EAX 6500 X 100% = 32500 CTL SOH Fan Coil 5 EAX 1500 X 100% = 7500 Boiler 2 EAX 500 X 100% = 1000 Pump 12 EA X 450 X 100% = 5400 ELECTRICAL Exhaust Fans 11 EAX 50 X 100% = 550 Add.'25%Largest Mech.Load 1 LS X 6500 X 25% = 1625 ONE—LINE TOTAL 160210 & LOAD For 240V,1-Phase,3 Wire Service 160210(VA)/ 240 = 668 AMPS CALCS SCALE:NONE E1 . 1 2 of RECEIVED ne COPYRIGHT eon FRCHIECNRFL Daa0Eww 12 S 11 1)C01.7 ASPEN BUILDING DEPARTMENT EN N QD MDC PANEL MECH PANEL A (10 PROJECT:1300 RNERSDE ENGINEER: CTL PROJECT:1300 RIVERSIDE ENGINEER: CTL PROJECT:1300 RNERSDE ENGINEER: CTL 4—, 'OO PROJECT#:17087 VOLTAGE: 120/240V,1P,3W PROJECT#:17087 VOLTAGE: 120/240V,1P,3W PROJECT#:17087 VOLTAGE: 120/240V,1P,3W C 01 y CZ MOUNTNG: MAINS: 800A MLO MOUNTNG: MAINS: 400A MLO MOUNTNG: MAINS: 200A MLO U CO O TYPE: AIC: 10K TYPE: AIC: SEE ONE-LNE TYPE: AIC: SEE ONE-LNE ' ' p PHASE PHASE PHASE PHASE PHASE PHASE = 0.O 0 DESCRPTION A B BKR P CR CR P BKR A B DESCRPTION _ DESCRPTION A B BKR P CR CR P BKR A B DESCRPTION DESCRIPTION A B BKR P CR CR P BKR A B DESCRPTION ( co u I- CID O PANELA 22100 200 2 1 2 2 400 22250 PANEL MECH CU-I 3000 30 2 1 2 1 20 500 B-1 KITCHEN OULTETS 900 20 1 1 2 1 20 900 MASTER BEDROOM 0 CIO` 22100 3 4 22250 " 3000 3 4 1 20 500 B-2 KITCHEN OULTETS 900 20 1 3 4 1 20 900 MASTER BEDROOM U D_Q N PANEL B 16580 200 2 5 6 2 200 10000 PANEL LIGHT CU-2 2500 30 2 5 6 1 20 500 PUMP KITCHEN OULTETS 900 20 1 5 6 1 20 900 MASTER BATH CD O-O V W E 18580 7 8 10000 " 2500 7 8 1 20 500 PUMP OVEN/RANGE 5000 50 2 7 8 1 20 900 MASTER BATH co�_N co U PANLE AV 4000 100 2 9 10 2 200 10000 PANEL HT CU-3 2000 30 2 9 10 1 20 500 PUMP " 5000 9 10 2 60 5000 MASTER STEAM SHOWER C-O N V L `1 r•�,_ • 4000 11 12 10000 2000 11 12 1 20 500 PUMP HOOD 1200 20 1 11 12 5000 L (n CAR CHARGER 5000 50 2 13 14 2 100 12000 PANEL IR HEATER CU 2000 30 2 13 14 1 20 500 PUMP DISHWASHER 1200 20 1 13 14 1 20 1200 JACUZ2I TUB (0,1-G 4 > 5000 15 16 12000 " 2000 15 16 1 20 500 PUMP DISHWASHER 1200 20 1 15 16 0 SPACE _ (D ' Q N 01 a SPACE 0 17 18 0 SPACE CU-5 1750 30 2 17 18 1 20 500 PUMP DISPOSAL 1200 20 1 17 18 1 20 200 POW • DER RM o5 at)••N SPACE 0 19 20 0 SPACE " 1750 19 20 1 20 500 PUMP DISPOSAL 1200 20 1 19 20 1 20 900 LIVING ROOM C:7) (0 0 CO 2 SPACE 0 21 22 0 SPACE FC-1 750 20 2 21 22 0 SPACE MIRCOWAVE 1200 20 1 21 22 1 20 900 LIVING ROOM w W ?2 SPACE 0 23 24 0 SPACE 750 23 24 0 SPACE WARMNG DRAWER 1200 20 1 23 24 1 20 900 DINNG ROOM V W 33 a SPACE 0 25 26 0 SPACE FC-2 750 20 2 25 26 0 SPACE FRIDGE 1200 20 1 25 26 1 20 900 DECK CD_I= 0), SPACE 0 27 28 0 SPACE " 750 27 28 0 SPACE FRIDGE 1200 20 1 27 28 1 20 900 DECK CC1 W.r_.�F SPACE 0 29 30 0 SPACE FC-3 750 20 2 29 30 0 SPACE FRIDGE 1200 20 1 29 30 0 SPACE = -3 SPACE 0 31 32 0 SPACE " 750 31 32 0 SPACE SPACE 0 31 32 0 SPACE -1—, (Oj ID p SPACE 0 33 34 0 SPACE FC-4 750 20 2 33 34 1 20 1900 H-1 SPACE 0 33 34 0 SPACE 0 L co SPACE 0 35 36 0 SPACE " 750 35 36 1 20 1900 H-2 SPACE 0 35 36 0 SPACE SPACE 0 37 38 0 SPACE FC-5 750 20 2 37 38 1 20 1900 H-3 SPACE 0 37 38 0 SPACE N CA SPACE 0 39 40 0 SPACE " 750 39 40 1 20 1900 H4 SPACE 0 39 40 0 SPACE V 2 Q 4. SPACE 0 41 42 0 SPACE SPACE 0 41 42 1 20 1900 H-5 SPACE 0 41 42 0 SPACE L CO LOAD CALCULATION SUMMARY NOTE:PROVIDE ARC-FAULTCRCUIT INTERRUPTER,COMBINATION-TYPE CRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY NOTE:PROVIDE ARC-FAULT CRCUIT INTERRUPTER,COMBNATION-TYPE CRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY NOTE:PROVIDE ARC-FAULT CRCUR INTERRUPTER,COMBNATION-TYPE CRCUIT BREAKERS FOR BRANCH m CRCUIS SUPPLYING ALL 120V POWER OUTLETS AS REQURED BY CODE CRCUITS SUPPLYING ALL 120V POWER OUTLETS AS REQURED BY CODE CRCUITS SUPPLYING ALL 120V POWER OUTLETS AS REQUIRED BY CODE CALCULATED POWER FACTOR: CALCULATED POWER FACTOR: CALCULATED POWER FACTOR: 0 0.93 0.85 1.00 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES 47900 200 35925 150 APPLIANCES 0 0 0 0 APPLIANCES 23200 97 17400 73 LIGHTNG&RECEPT. 52300 218 20255 84 LIGHTNG&RECEPT. 0 0 0 0 LIGHTING&RECEPT. 10980 46 5793 24 ,""ADO REO�" MECHANICAL 88660 369 99785 416 MECHANICAL 44500 185 46000 192 MECHANICAL 20 0 25 0 .'O�'0 H�STF KITCHEN OVEN&DRYER 15000 63 15000 63 KITCHEN OVEN&DRYER 0 0 0 0 KITCHEN OVEN&DRYER 10000 42 10000 42 ;Os' ''1,' 'Q`; TOTAL 203860 849 170985 712 TOTAL 44500 185 46000 192 TOTAL 44200 184 33218 138 c 0. ��. 00 s 5 FS PANEL B PANEL HEAT TRACE PANEL AV PROJECT:1300 RNERSDE ENGNEER: CTL PROJECT:1300 RNERSDE ENGNEER: CTL PROJECT:1300 RNERSDE ENGNEER: CTL PROJECT#:17087 VOLTAGE: 120/240V,1P,3W PROJECT#:17087 VOLTAGE: 120/240V,1P,3W PROJECT#:17087 VOLTAGE: 120/240V,1P,3W MOUNTNG: MANS: 200A MLO MOUNTNG: MANS: 200A MLO MOUNTNG: MAINS: 100A MLO TYPE: AIC: SEE ONE-LNE TYPE: AIC: SEE ONE-LNE TYPE: AIC: SEE ONE-LNE PHASE PHASE _ PHASE PHASE PHASE PHASE DESCRPTION A B BKR P CR CR P BKR A B DESCRPTION DESCRPTION A B BKR P CR CR P BKR A B DESCRPTION DESCRPTION A B BKR P CR CR P BKR A B DESCRPTION ENTRY 900 20 1 1 2 1 20 900 LOWER BEDROOM HEAT TRACE 1000 30 2 1 2 2 30 1000 HEAT TRACE AVEQUPMENT 500 20 1 1 2 1 20 500 AVEQUPMENT MUD ROOM 900 20 1 3 4 1 20 900 LOWER BEDROOM _ " (30mA GEC!) 1000 3 4 1000 (30mA GEC!) AV EQUPMENT 500 20 1 3 4 1 20 500 AV EQUPMENT LU MUDRM BOOT HEATERS 900 20 1 5 6 1 20 380 LOWER BATH HEAT TRACE 1000 30 2 5 6 2 30 1000 HEAT TRACE AVEQUPMENT 500 20 1 5 6 1 20 500 AVEQUPMENT— Q LAUNDRY ROOM _ 900 20 1 7 8 1 20 380 LOWER BATH " (30mA GEC!) 1000 7 8 1000 (30mA GEC!) AV EQUPMENT 500 20 1 7 8 1 20 500 AV EQUPMENT WASHER 1500 20 1 9 10 1 20 900 LOWER BEDROOM — HEAT TRACE 1000 30 2 9 10 2 30 1000 HEAT TRACE AV EQUIPMENT 500 20 1 9 10 1 20 500 AV EQUPMENT DRYER 2500 30 2 11 12 1 20 900 LOWER BEDROOM (30mA GFCR 1000 11 12 1000 (30mA GFCR AV EQUIPMENT 500 20 1 11 12 1 20 500 AV EQUPMENT _ 2500 13 14 1 20 380 LOWER BATH _ HEAT TRACE 1000 30 2 13 14 2 30 1000 HEAT TRACE AV EQUPMENT 500 20 1 13 14 1 20 500 AV EQUPMENT ^ POWDER RM 200 20 1 15 16 1 20 380 LOWER BATH " (30mA GFCR 1000 15 16 1000 (30mA GFCR AVEQUPMENT 500 20 1 15 16 1 20 500 AVEQUPMENT v, STAR HALL 540 20 1 17 18 0 SPACE HEAT TRACE 1000 30 2 17 18 2 30 1000 HEAT TRACE SPACE 0 17 18 0 SPACE �/ O G BEDROOM 900 20 1 19 20 0 SPACE (30mA GFCR 1000 19 20 1000 (30mA GFC5 SPACE 0 19 20 0 SPACE 1(..` G BEDROOM 900 20 1 21 22 0 SPACE SPACE 0 21 22 0 SPACE SPACE 0 21 22 0 SPACE U G BATH _ 380 20 1 23 24 0 SPACE SPACE 0 23 24 0 SPACE SPACE 0 23 24 0 SPACE Ill STEAM SHOWER BATH380 5000 60 2 27 28 20 1 25 26 0 0 SPACE SPACE SPACE SPACE 0 0 27 28 25 26 0 0 SPACE SPACE 0 0 0 0 \ Z _ 5000 29 30 0 SPACE SPACE 0 29 30 0 SPACE 0 0 / W JACUZZI TUB 2000 20 1 31 32 0 SPACE SPACE 0 31 32 0 SPACE 0 0Ct ^ SPACE 0 33 34 0 SPACE SPACE 0 33 34 0 SPACE 0 0 LL'^ GARAGE 900 20 1 35 36 0 SPACE SPACE 0 35 36 0 SPACE 0 0 CO STORAGE 540 20 1 37 38 0 SPACE SPACE 0 37 38 0 SPACE 0 0 GARAGE DOOR 1200 20 1 39 40 0 SPACE SPACE 0 39 40 0 SPACE 0 0 SPACE 0 41 42 0 SPACE — SPACE 0 41 42 0 SPACE 0 0 CI LOAD CALCULATION SUMMARY NOTE:PROVIDE ARC-FAULT CRCUIT INTERRUPTER,COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY NOTE:PROVIDE ARC-FAULTCRCUIT INTERRUPTER,COMBNATION-TYPE CRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY NOTE:PROVIDE ARC-FAULT CRCUIT INTERRUPTER,COMBINATION-TYPE CRCUIT BREAKERS FOR BRANCH CS SUPPLYING ALL 120V POWER OUTLETS AS REQUIRED BY CODE CRCUITS SUPPLYING ALL 120V POWER OUTLETS AS REQURED BY CODE CRCUITS SUPPLYING ALL 120V POWER OUTLETS AS REQUIRED BY CODE CALCULATED POWER FACTOR: CALCULATED POWER FACTOR: CALCULATED POWER FACTOR: M 1.00 0.85 1.00 ``, CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES 14700 61 11025 46 APPLIANCES 0 0 0 0 APPLIANCES 0 0 0 0 LIGHTNG&RECEPT. 13320 56 6612 28 LIGHTNG&RECEPT. 0 0 0 0 LIGHTING&RECEPT. 8000 33 4750 20 MECHANICAL 140 1 145 1 MECHANICAL 20000 83 20500 85 MECHANICAL 0 0 0 0 KITCHEN OVEN&DRYER 5000 21 5000 21 KITCHEN OVEN&DRYER 0 0 0 0 KITCHEN OVEN&DRYER 0 0 0 0 TOTAL 33160 138 22782 95 TOTAL 20000 83 20500 85 TOTAL 8000 33 4750 20 AEC PROJECT#: 17087 PANEL LIGHT PANEL IR PROJECT:1300 RNERSDE ENGNEER: CTL PROJECT:1300 RNERSDE ENGINEER: CTL DATE: ISSUE: PROJECT#:17087 VOLTAGE: 120/240V,1P,3W PROJECT#:17087 VOLTAGE: 120/240V,1P,3W MOUNTING: MANS: 200A MLO MOUNTING: MAINS: 100A MLO 12-04-17 PERMIT TYPE: AIC: SEE ONE-LNE TYPE: AIC: SEE ONE-LNE PHASE PHASE PHASE I PHASE DESCRPTION A B BKR P CR CR P BKR A B DESCRPTION DESCRPTION A B BKR P CR CR P BKR A B DESCRPTION LIGHTNG 500 20 1 1 2 1 20 500 LIGHTING IR HEATER 3000 30 2 1 2 2 30 3000 R HEATER LIGHTNG 500 20 1 3 4 1 20 500 LIGHTING " 3000 3 4 3000 " LIGHTNG 500 20 1 5 6 1 20 500 LIGHTING IR HEATER 3000 30 2 5 6 2 30 3000 IR HEATER LIGHTNG 500 20 1 7 8 1 20 500 LIGHTING " 3000 7 8 3000 " LIGHTNG 500 20 1 9 10 1 20 500 LIGHTING SPACE 0 9 10 0 SPACE LIGHTNG 500 20 1 11 12 1 20 500 LIGHTING SPACE 0 11 12 0 SPACE LIGHTNG 500 20 1 13 14 1 20 500 LIGHTING _ SPACE 0 13 14 0 SPACE LIGHTNG 500 20 1 15 16 1 20 500 LIGHTING SPACE 0 15 16 0 SPACE LIGHTNG 500 20 1 17 18 1 20 500 LIGHTING SPACE 0 17 18 0 SPACE LIGHTING 500 20 1 19 20 1 20 500 LIGHTING _ SPACE 0 19 20 0 SPACE LIGHTNG 500 20 1 21 22 1 20 500 LIGHTING SPACE 0 21 22 0 SPACE Drawn By: Checked By: LIGHTNG 500 20 1 23 24 1 20 500 LIGHTING SPACE 0 23 24 0 SPACE LIGHTING 500 20 1 25 26 1 20 500 LIGHTING 0 0 CTL SOH LIGHTING 500 20 1 27 28 1 20 500 LIGHTNG 0 0 LIGHTING 500 20 1 29 30 1 20 500 LIGHTING 0 0 LIGHTNG 500 20 1 31 32 1 20 500 LIGHTING - 0 0 ELECTRICAL SPACE 0 33 34 0 SPACE _ 0 0 HOLIDAY LIGHTING 1000 20 1 35 36 0 SPACE 0 0 PANEL HOLDAYLIGHTNG 1000 20 1 37 38 0 SPACE 0 0 HOLDAYLIGHTING 1000 20 1 39 40 0 SPACE 0 0 HOLDAYLIGHTING 1000 20 1 41 42 0 SPACE 0 0 SCHEDULES LOAD CALCULATION SUMMARY NOTE:PROVIDE ARC-FAULT CRCUIT INTERRUPTER,COMBINATION-TYPE CRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY NOTE:PROVIDE ARC-FAULT CRCUIT INTERRUPTER,COMBNATION-TYPE CRCUR BREAKERS FOR BRANCH CRCUITS SUPPLYING ALL 120V POWER OUTLETS AS REQURED BY CODE CRCUITS SUPPLYING ALL 120V POWER OUTLETS AS REQUIRED BY CODE CALCULATED POWER FACTOR: CALCULATED POWER FACTOR: 1.00 0.85 SCALE:NONE CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS APPLIANCES 0 0 0 0 APPLIANCES 0 0 0 0 MECHANICAL EPT. 20000 83 8950 37 MECHANICAL &RECEPT. 0 0 0 0 •/� MECHANICAL 0 0 0 0 MECHANICAL 24000 100 24000 100 L KITCHEN OVEN&DRYER 0 0 0 0 KITCHEN OVEN&DRYER 0 0 0 0 TOTAL 20000 83 8950 37 TOTAL 24000 100 24000 100 3 of RECEIVED _0 COPYRIGHT RV ARCHTECNRAL ENax((RI 12 111) 017 ASPEN BUILDING DEPARTMENT FAR TOTALS MAIN LEVEL = 1674 SF UPPER LEVEL = 874 SF GARAGE = 345 SF TOTAL FAR = 3268 SF MAIN LEVEL FAR= 1674 SF UPPER LEVEL FAR(STAIR NIC)=874 SF LLI U GARAGE 720SF(-375)=345 FAR ABOVE GRADE DECK FAR=263 SF Z (627.5 ALLOWABLE RE:Z SHEETS) W '- EXEMPT Q co CC 1- �/'� co I U) 0 ❑ g am' I e ms` c a o W - 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I CC i ` / / 1 \\ S / 1 S2 1 \,, ARCHITECTS 1 215 S.MONARCH STE.G-102 ASPEN,COLORADO 81611 p 1970.544.4856 WWW.S2ARCHITECTS.COM 1 DATE REVISION 10/16/17 RDS REVIEW 1 12/04/17 PERMIT SET �.F.- DRAWING DATE:3/20/18 �� ,,.��..�,� 7 , N EXISTING • " Ep q8"T$-a• SITE PLAN 111 , -- — 1 SITE PLAN �'• SCALE:1/8"=1'-0" A E8 I 30.5 _.. , ._ . _ .. .�LY F� , . // , .,„. t // ,„ y — . _ \ GARAGE / j-- — // 4 \\ WALKWAY \ /" - 1 I \ - - - - - - FRED LANE �' \ L_ - w CONCRETE / I L_ J - DRIVE i I LLI DECK // / ' \ AT GRADEv I Z I111T 1 r y/ ./ \\ I0 c0BEDROOM I/ \ \ I-1)1 II_________ __L______ V J 1- - Qo0 / BATH Cl* il A„ — 135 - - - - - J ; O 1 \ I �° I ' I - `/ o / PLANTER W 0 i O / / / AT GRADE U oz j // 4 \ o d �-, p111 \Aa I \\\ REF\ -� o \o AT GRADE > \O °A ROOMKITCHENSTORAGE // \`</1 / 0 / CABIN \ // � O. / \ \ � �� /� WALKWAY 1 AL / DINING �, \\ / \\ 'O • CABINS, I Y/ POWDER O \ 7 / \ �' STORAGE / \ MECHANICAL ' IREPLAC \`,` /// // / ' /// S 2 1 / // \ / \\ // ARCHITECTS // /// s LIVING ROOM• ` / 215 S.MONARCH STE.G-102 / / / / / ASPEN,COLORAD081611 \ 4,f6 � ///�IA WAY p 970.544.4856 WWW.S2ARCHITECTS.COM \ / riC DATE REVISION V WALKWAY onsn� RDSREVIEw t \ FAMILY ROOM / 204/17 PERMIT SET \ \ / V N V / \ \ / 20 \ / \ / \ / DRAWING DATE:3/20/18 \ / \ ♦ / \ / EXISTING \\ / MAIN LEVEL 0 ...- 1 MAIN LE EL EXISTINe AB ^/ ® SCALE:1/4"=1'-0" ��/ ASPEN 1 (_7-) SUNDTAL 1111...- i- - 1N K�Y / / / / /- / I iz /_ - - - / EIELOW yt ROOF ,,- \ vCONCRETE \ DRIVE LLJ\/ SLOPEWU / aBEL // oo z / W T r / 0 ly / ryo'O I � 00 / Li,/ / — -- ii N// /BEDROOM / / 1 Q \ \\\ 7; LLJ DECK = \ \ BELOW \ 2 o / 9' ,P ' DECK hol*.‘ / "V*, \ 0 • - - I BEDROOM �� SVER/ WALKWAY o / \BATHROOM / // // S2 1 ROOF / STORAGE / ARCHITECTS / / % CLOSET / S. / B 215 ASPEN,ONARCH CO ORADOE8 61102 / // 'e / ,L p 1970.544.4856 WWW.S2ARCHITECTS.COM / ROOF BELOW / 2'2a / LKWAY DATE REVISION \// 9 10/16/17 RDS REVIEW `� 12/04/17 PERMIT SET \ WALKWAY \ SKYLIGHT / \ / \ / \ / DRAWING DATE:3/20/18 \ / \ / EXISTING N UPPER LEVEL VIP 1 UPPER LEVEL EXISTI G PLAN L- SCALE:1/4"=1-0" AB.24/8 ASPEN .U1DM'6"C"'--14 — —-------- -- --- - K AY-_ -- - -_ - - / / / 1 / / /, / — 1 / i-_ - / -- / / -/ \ /WALKWAY m I\ / \ CONCRETE SLOPE / 7— DRIVE \/ / d W 0 DECK I r , AT GRADE / $ LJ BELOW / N Z / \/ W 1- Q T�/-� ccc I- W \ ' oo Q / v — W / v / ccii / / CC / / \ / \ o �▪ o � lil co \ / I Q \ \ W -- A A DECK V A AT GRADE \ BELOW i, \ CC DECK iM4f NE ABOVE GRADE / \I \ 0 / 5 \ / WALKWAY I D / vv / �o Q� / / / / ROOF BALCONY / II / /GRADE S2 / /\ / ARCHITECTS / / / \ / 215 S.MONARCH STE.G-102 / ASPEN,COLORADO 81611 // // p I 970.544.4856 WWW.S2ARCHITECTS.COM / / /A / WALKWAY / / \/ DATE REVISION / /\\ 10/16/17 RDS REVIEW / \\ WALKWAY 12/04/17 PERMIT SET \ SKYLIGHT / \ / \ / /\ / \ / \ / v / \ / DRAWING DATE:3/20/18 \\ ,/ \\ EXISTING 1 e ROOF PLAN I 1 EXISTING ROOF PLAN r D SCALE:1/4"=1'-0" AB /i 8 ;4`` as \ �• �'. ES ,... , vr.,,,,,o:,.,...... th. ..:: y —= it �,I A ' 1.11` 1kLhhuhh1r_i - I I ,. ,,.' r 11 rj�., ri`^ i. - r . . : W„ � . * '-; .f aern k. v� ar` �• ' a %" ' t▪ "1 , aYi '> � seaiea 1.` _..- z SOUTH-EAST ELEVATION SOUTH ELEVATION W T PHOTO PHOTO Q • CO CC 1— W �q Y 6 T • tom,., W ,-,.. . ,iii , •;,A. ...H i EC (-111 t •' 'yi; Y : a a* Xt a t • Ar . , di: xr 'F aF �'; t17 a� W • .N • 1 �f 1 1 ' f - J ? .�( 1 - : , L- x = SOUTH ELEVATION EAST ELEVATION NORTH-EAST ELEVATION PHOTO PHOTO PHOTO S2 1 ARCHITECTS `^ rr,..�-4-�:�,,.4•0Q _.. iP - PS '`,`'JPf' ;� `�'f ::+5: +t4`p f "<5' a>,! •.:a •ik. ry ,: r : `�' ,..rs►__ 1 d' . til y u' f5 u!' gi - ,' :+• h . >. 215 S.MONARCH STE.G 102 ;i -,,, ,- • . a. • �,._ a . _ •,/' ...;�x •. . ASPEN,COLORAD081611 �- '..k� '` !a 7 P P • ak k,-. �y .ts ^`x s p 970.544.4856 WWW.S2ARCHITECTS.COM {, , iF'j' ?>, „z T.. � \ "t,{ 1.. - J' 4,p�� - yid VOW", •� ,, bait tit 1 \ems #�, 4 � w � aR4YG , �i t 4-_ .7 @-a -. rf«•" � �y r vr!.r=^ �4", • �a - .... '''' - �` ji' DATE REVISION 7C /, ( " 'n g -,, i fit a /,-.„...- 4' i' ,4µiy - it ", 10/16/17 RDS REVIEW _ t •, - ' 1 " ' i\ 'o-.YJ - 12/04/17 PERMIT SET y I �, ,, II 1L� rLdicill, �'1 .x ,111! %' td , i, ' usliac ; II 1 • ,:. '''' y - II it. „ , -__ _ 1 — " f : r' R^95 :','.:4';`,, ' DRAWING DATE:3/20/18 ' , ,,„, , ,.,. .. :It: 1_,,,,, i { I : f EXISTINwa 11 �°" 1 I Ili: f .:� �:,� _ r-, ��" ELEVATIONS NORTH-WEST ELEVATION WEST ELEVATION SOUTH-WEST ELEVATION D PHOTO A B -31u18� PHOTO PHOTO ASPEN