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File Documents.150 Roaring Fork Dr.0117.2019 (4).ARBK
SYMBOL LEGEND Because of the volume of comments,the Zoning officer DRAWING INDEX RED] Morris Residence rpll require a ive before pre-submittal SECTION NO. \ I — meeting with the applicants RED ROOM DESIGN BUILDING SECTION CUT 0 MATCH LINE - repsubmittalve b SURVEY SHEET NO. >V7 �� ' ZONING REFERENCE GRID LINE SO— A 1 - r01 4 TI i' UB c'D 4 9 \J Aspen CO DETAIL NO. ' 1 Z-002 EXISTING FAR CALCS DETAIL CUT �4. SPOT ELEVATION .4y0.0../.•Sj741-j3e40.0 ,- ti ;e/1.0r SHEET NO. a 1 Z-004 PROPOSED FAR CALCS MINOR CHANGE ORDER — REVISION # 1 — 12 /5 /2019 -,." - e Red Room Design Z-006 WALL DEMO CALCULATIONS 812 Grand Avenue,Ste 203 01 Glenwood Springs,CO 81623 DETAIL CALLOUT .fi0, DRAWING REVISIONOA Z-007 WALL DEMO CALCULATIONS 970.413.3144 Z-008 INTERIOR DEMO CALCULATIONS ELEVATION NO. Z-009 HARDSCAPE DEMO CALCULATIONS EXTERIOR ELEVATION �� INTERIOR ELEVATION f Z-010 BUILDLING WORK AREA SHEET NO. �® ® PROJECT INFO Z-011 NEW NET LIVABLE CALCULATIONS 150 Roaring Fork Drive,Aspen, CO 81611 Z-012 EXISTING HARDSCAPE SQ FT&ESTIMATED S... ROOM NAME&NUMBER LIVING WINDOW MARK O. Z-013 GROSS FIRE AREA CALCULATIONS I too I JURISDICTION:City of Aspen Z-201 HEIGHT OVER TOPOGRAPHY DOOR MARK o3 WALL TYPE MARK El PARCEL ID:273718120031 Z-202 HEIGHTS Z-203 HEIGHTS LEGAL DESC:SUBDIVISION: EASTWOOD LOT:21 LESS 2102 SF ARCHITECTURE to SCH#14808 ® A-0001X EXISTING.IT SITE PN PROJECT DIRECTORY �_, 2015 IRC A-100X EXISTING WINE CELLAR FLOOR PLAN / , 111:1 _ _ A-101X EXISTING LOWER LEVEL FLOOR PLAN v Ben&Kristal Morris(CLIENT) 2015 IECC A-102X EXISTING MAIN FLOOR PLAN 150 Roaring Fork Drive CONTACT:Ben Morris TI 0 U.'' i Aspen,CO 81611 Zoning: R15B - `� ®' 1oa TIN •• P a) Q LSD ben@mq-c.com _ A-100 PROPOSED WINE CELLAR FLOOR PLAN Climate Zone:7 _ - - _ �� ____ A-101 PROPOSED LOWER LEVEL FLOOR PLAN • L CO Red Room Design(DESIGNER) Height Limit:25' 0 - _ 1 A-102 PROPOSED MAIN FLOOR PLAN V) 0 812 Grand Avenue,#203 CONTACT:Steven May ____- � _� - --- ---- ` •'o I. •••" W LL 0 Glenwood Springs,CO 81601 970-413-3144 - --7-'VII '" A-104 PROPOSED ROOF PLAN 0-) L.)stevenm@redroom-design.com +' A-201X EXISTING ELEVATIONS S A-202X EXISTING ELEVATIONS L SDS Construction(CONTRACTOR) I III 1 . _ I!i-I A-203X EXISTING ELEVATIONS o 253 Southside Drive CONTACT:Shawn Sinclair I■ I I = Basalt,CO 81621 �" I�III III�IIII IL, (�III�LI� IIII — _ A-201 PROPOSED ELEVATIONS • CL (/1 !!1 A-202 PROPOSED ELEVATIONS • Q shawndsinclair@hotmail.com 1 A-203 PROPOSED ELEVATIONS ._�, �� A A-301 SECTIONS Ln O I _ ' 0 STAIR Rocky Mountain Surveying(SURVEY) _ Aa01 DETAILS TIO 4133 Crystal Springs Rd CONTACT:Michael Lafferty • " - -2 ____ Carbondale,CO 81623 970-379-1919 '�_ -- —__ ® AI'i Taff@sopris.net • 1� — — 03 PLA - • AIL �` --�__ - � � A-501 ASSEMBLIES Escape Garden Design(LANDSCAPE) ~�'� L 312-E Aspen Airport Business Center CONTACT:Jennifer Dolecki-Smith _�_� a ° A sot INTERIOR DOOR SCHEDULE Aspen,CO 81623 970-920-3700 �� 1 `� A-602 EXTERIOR DOOR SCHEDULE jennifer@escapegardendesign.com � ��l_� r A-603 WINDOW SCHEDULE _ �- A-604 WINDOW SCHEDULE Evolve Structural Design(STRUCTURAL ENGINEER) � �� > �_ ���__� A-605 WINDOW SCHEDULE DRAWING ISSUE 1040 Main St. CONTACT:Steve Edmiston t `__ ' Carbondale,CO 81623 206-910-7766 �� RERMITSET 2/520191:03 PM AM Steve@evolvestruct.com INTERIORS` 1-201 PROPOSED WINE CELLAR FLOOR PLAN 61 �� 1-202 PROPOSED LOWER LEVEL FLOOR PLAN 1-203 PROPOSED MAIN FLOOR PLAN ABBREVIATIONS GENERAL NOTES 1-204 PROPOSED UPPER LEVEL FLOOR PLAN 1-701 PROPOSED WINE CELLAR RCP A. THE AIA DOCUMENT 201,"GENERAL CONDITIONS OF THE CONTRACT BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT THE 1-702 PROPOSED LOWER LEVEL RCP FOR CONSTRUCTION",2017,ARE HEREBY MADE A PART REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL AAD Attic Access Door GAM/ Galvanized RW Roof Window OF THESE CONTRACT DOCUMENTS.COPIES ARE ON FILE AND ARE CONTRACTOR'S EXPENSE.SUBCONTRACTORS SHALL SUBMIT 1-703 PROPOSED MAIN LEVEL RCP ADD Addendum GC General Contactor RA Rough Opening AVAILABLE FOR INSPECTION AT THE OFFICES OF THE ARCHITECT. CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. 1-704 PROPOSED UPPER LEVEL RCP ADJ Adjacent GL Glass SAN Sanitary AOR Area of Refuge GR Grade SECT section REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN SHEET TITLE AGG Aggregate GLe LaminaMd Wood Beam SEW sewer B. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT,THE ADEQUATE TIME AS NOT TO DELAY WORK IN PROGRESS. AFF Above FInlshed Floor GYP Gans.. SHT sheer GENERAL NOTES,THE SPECIFICATIONS,AND THE DRAWINGS,WHICH AR Anernect GWBRSW Gypsum Wallboard SHLV Shelves ARE COOPERATIVE AND CONTINUOUS.WORK INDICATED OR F. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR ARCH Architectural HDW Gypsum SRL Similar BM Beam HD Head SE Sliding REASONABLY IMPLIED IN ANY ONE OF THE DOCUMENTS SHALL HIS OR HER REVIEW WHERE CALLED FOR ANYWHERE IN THESE STRUCTURE BRG Bearing !MC sealing,Ventilating. SM Sheet Metal BE SUPPLIED AS THOUGH FULLY COVERED IN ALL.ANY DOCUMENTS.REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE BET Between Air Conditioning SIC Sound-Transmission Class S0.001 GENERAL NOTES BD Board HT Height SPEC Specification DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE WORK IS BEGUN,AND WORK SHALL CONFORM TO THE REVIEWED VICINITY PLAN BS BO Both Sides Bottom Of HW HOR Highway Horizontal SO STD Square StandardREPORTED TO THE ARCHITECT IMMEDIATELY. SHOP DRAWINGS,SUBJECT TO REPLACEMENT AS REQUIRED IN 82.001A FOUNDATION PLAN BLDG Building ID Inside Diameter sn Steel PARAGRAPH E,ABOVE. 52.002A MAIN LEVEL FRAMING PLAN COVER CAB Cabinet INT Interior sTRucT se»cwre(al) C. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES CL Genteaine JT Joint SAN subs5Wte AND ORDINANCES,AND SHALL BE PERFORMED TO THE HIGHEST G. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR S2.003A SECOND LEVEL FRAMING PLAN CER Ceramic LAM Laminate SUPPL Supplement(al) GEM clear LAM Lavatory SUMP Suspend,,'1 STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE 52.004A ROOF FRAMING PLAN CLOS upset MFG Manufacturer TEL Taephgne APPROPRIATE TRADES.GENERALLY,ALL MATERIALS TO BE INSTALLED UNIFORM BUILDING CODE OR ANY LOCAL CODE OR CAL concrete Masons Unit MO Masonry Opening ry Television IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS,UNLESS ORDINANCE. 56.002 SECTIONS&DETAILS MU COL Column MTL Material TEMP Tempered GONG Concrete MAX Maximum IE That A OTHERWISE REGULATED OR SPECIFIED BY ARCHITECT CI Construction Joint MC Methane Cabinet THK Thick OR GOVERNING BODIES H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND 56.003 SECTIONS&DETAILS CANT Continuous MECH Mechanical TPH Toilet Paper Holder CARE OF ADJACENT DURING FOR ( DP Damprooflng MIN Minimum TaO Twnge and Groove56.004 SECTIONS&DETAILS SET Detail MISC Mhscellaneoua TAB Top SW Bottom D. THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, COMPLIANCE WITH FEDERAL AND STATE O.S.H.A.REGULATIONS, DIA Diameter SIC Not In Conned TO Tap Of PROTECT SITE MATERIALS,EQUIPMENT BRING AND SERVICES REQUIRED TO COMPLETE AND FOR THE PROTECTION PROPERTIESOF WORK UNTIL CONSTRUCTION,IT IS DELIVERED SHEET NUMBER ro..sy— DIM Dimension NA Not Applicable T Tread ew Dishwasher NTS Not to scale Ts Tube steel ALL WORK DESCRIBED HEREIN.IT IS THE RESPONSIBILITY OF COMPLETED TO THE OWNER. DN Down oc on center TVP Undwl THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT DR Dra, OPG Opening UG Unless Noted M E P es Downspout DPP opposite A.N.O. Amass Ndetl Otherwise ANY CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION I. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED. • DRWG Drawing oPH opposite Hand UNFIN Unfinished ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE DIMENSIONS NOTED WITH"N.T.S."DENOTES NOT TO SCALE. M-100 PROPOSED WINE CELLAR FLOOR PLAN EA Each OD outside Diameter ASS uniform Building Cote RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DRAWINGS NOT TO BE SCALED,NOTIFY ARCHITECT OF ANY CONFLICTS • EL Elevation d Peary(nails,Hai USG united States Gage OR OMISSIONS M-101 PROPOSED LOWER LEVEL FLOOR PLAN EA Equal PERE Perforated(a) VAR variable DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY • EXIST Eustlng PFSM Prefinished Sheet Metel VEVII ventilate EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. M-102 PROPOSED MAIN FLOOR PLAN EJ Expansion Joint PL Plate VE Verify In Field J. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS �\ /� FEXTEC Exterior PLY v�y vooa VERT Vertical THROUGH FLOORS,CEILINGS,AND WALLS WITH ALL ARCHITECTURAL, M-103 PROPOSED UPPER LEVEL FLOOR PLAN V FEC Fire Of Concrete Cabinet PROD duct VAT Vinyl Asbestos Tile E. ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED FOC Face Of Concrete PROD Project V Voltage STRUCTURAL,MECHANICAL,PLUMBING AND ELECTRICAL DRAWINGS. Fos Face Of stud PROP Propeay ate WC War closet OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL BE M-104 PROPOSED ROOF PLAN FIN Finish R Radius or Riser COP Waterproof PRESENTED TO THE ARCHITECT FOR REVIEW.THE CONTRACTOR SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT. K. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING FP Fireproof Refer wT weight FL Floor REFR Refrigerator WIN Window COORDINATION AND RESOLUTION DURING THE BIDDING PROCESS. FD poor Drain REINF Reinforce 0) wi With b.form? AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT ETA FootingREO'D Required wfo WIDOW BEFORE THE WORK IS PERFORMED.WORK MUST CONFORM TO THE riFENE so Foundation RHSM Rountl Heatl Sheet Metal Screw WD Wootl GA FGuageound RM Room REVIEWED SAMPLES.ANY WORK WHICH DOES NOT CONFORM SHALL05/2020 RECEIVED FORC®06COIII llANCE 12/20/2019 tonyf ASPEN BUILDING DEPARTMENT CITY OF ASPEN IMPROVEMENT SURVEY LOT 21 EASTWOOD SUBDIVISION PITKIN COUNTY, COLORADO 0 10 20 40 1" = 20' NOTES 1) LEGAL DESCRIPTION: LOT 21, EASTWOOD SUBDIVISION, ACCORDING TO THE FOURTH AMENDMENT TO EASTWOOD SUBDIVISION PLAT. RECORDED MARCH 15. 1994 IN PLAT BOOK 33 AT PAGE 98 AS RECEPTION NO. 367892 IN THE COUNTY OF PITKIN, STATE OF COLORADO. 2) BASIS OF BEARING: A BEARING OF N86-19'51"W BETWEEN A FOUND REBAR AND YPC LS#9018 AT THE S.E. PROPERTY CORNER AND A FOUND REBAR AND RPC LS#25947 ALONG THE SOUTHERLY PROPERTY LINE. 3) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR. TITLE INFORMATION RELIED UPON FOR THE PREPARATION OF THIS SURVEY FURNISHED BY STEWART TITLE, FILE NO. 01330-93757, DATED 02/02/2017. 4) POSTED ADDRESS IS 0150 ROARING FORK DRIVE. ROARING FORK DRIVE 5) LOT DOES NOT MATHEMATICALLY CLOSE AS STATED ON THE AMENDMENT NO. 2 TO 60.0'R.O.W. THE EASTWOOD SUBDIVISION RECORDED IN BOOK 27 AT PAGE 37. BK 4 PG.4 6) EAST SETBACK LINE SCALED FROM SETBACK RESTRICTIONS RECORDED IN BOOK 242 YPC AT PAGE 449. LOB 16129 N86'343"W 2.37' EDGE OF PAVEMENT 7) PROPERTY MAY BE SUBJECT TO 12.0' SEWER EASEMENT AS DESCRIBED IN BOOK 258 20.0' AT PAGE 111. EASEMENT IS NOT LOCATABLE DUE TO LACK OF DOCUMENTATION WITH SETBACK BK.242 PG.449 RECORDED SALE DEED. \ RETAINING WALL N' S84'0O'00"E ALo 8) UNIT OF MEASUREMENT FOR THIS SURVEY IS THE U.S. SURVEY FOOT. _�- - 298.59' LS#2376 Ni BMARIL-SQ9a.25 8° N59'15'00"W 1.60' 9) ELEVATIONS BASED UPON CIY OF ASPEN GPS MONUMENT#19 (8036.49 NAVD 88 LOT 22 / I �, �g0=6== - AT PK NAIL da�_�_ NP`3 OR1VE RP o DATUM). BENCHMARK=8094.25' AT PK NAIL SHOWN HEREON. CONTOUR INTERVAL IS 9 _� _-L�' \ NSP PRO mo a .G3 1(ONE) FOOT. / /� ? ae / o -`� _�_ o� Cl UTILITY/DRAINAGE EASEMENT 10) ACCORDING TO FIRM MAP 08097CO204, PANEL 204 OF 325, DATED JUNE 4, 1987, ASPHALT zss `o xsa c s _ o ,zo m \ BK.4 PG.4 SAID LOT IS CONSIDERED TO BE IN ZONE X AND OUTSIDE THE 500 YEAR FLOOD PLAIN. 4-7 PARKING -\ C UTILITY/DRAINAGE • /• \ __ 8095 \ _- ' CONSTRUCTION/MAINTENANCE ' g5� \ - UTILITY/DRAINAGE �_�- 11) CITY OF ASPEN BUILDING RESTRICTIONS: EASEMENT m i8O \ __ a090 � - \ '. SETBACK RESTRICTIONS:R-15B ZONE DISTRICT REGULATIONS. q - BK.4 PG.4 �� MULTISTORY _� �-�����."`` RPC q N90'00'00"W RPC N. 5.0' SIDE YARDS:100' ( SINGLE FAMILY �E 8085-- \ ` LS#25947 46.10' LS#25947 `\ • UTILITY/DRAINAGE REAR YARD:10.0 o RESIDENCE xst \ CONSTRUCTION/MAINTENANCE EASEMENT FRONT YARD:25.0' RES. 30.0' ACCESSORY 8090S � \ \\ BK.4 PG.4 • Eor£R WOO .:�\\ LOT 18 • 12) DISTANCE TO NEAREST INTERSECTING STREET: 80 FEETf. -_� =06 i- sxs 8 DECK �' ��_ \\= LOT 21 \ \ S`2 X UTILITY/DRAINAGE EASEMENT - �-'"' -� uPPEe 234 / � 'a b, 13) NO NATURAL HAZARDS WERE FOUND TO AFFECT SAID PARCEL ACCORDING TO MAPS BK.4 PG.4 � D - W000 DECK o UPPER WOOD DECK ///� i -697$ `', \, r --- 9g O �_gpg 11'�'. /ap62 -�_,�_ \ I I g 0.69 AC± �\ \3• F' PROVIDED BY THE CITY OF ASPEN'S ENGINEERING DEPARTMENT. CITY OF ASPEN .p-_� - +- -.. 67 L %/� � +q - • • - "�t< GPS#18 . ._ .. �7�-..\ -i� _-'� PGAT 6_ `•_ _ _ vi I GARAGEROUND I 9 m �N NS -� / LS#-991&- 3 ''-- r�25. /�.. EMS / _ j-'�`- ! a ..�+ �e K \ _ 29 s � / \->� -..-;---,-7-. ..---,.-------- �_ =.`i g- r.Y4-°"'--' r 4 - ;) _-8065- _ 8 -.N8030' I -- • \ . 9Jy Bpi -./' 0 0 7-� \•.:_1- £-Z • - ay 444h- ��+yT C:7 !A 33.1�W �_� y` _ ' _-%=�,, - �-- tit NI. 3' CONE.PAD -_ _ _ _ _-N .�_'_� 4-4-TT90'41 �-- -REBAR- YPC \ YPC OPO�-�'� •/6 65`i- -46'36� NO C'• EDGE OF PAVEMENT N64LS#9018 EASTWOOD EASTWOOD ROAD #5 REBAR �, NO CAP RPC LOB 1612' 3G.0'R.G.W. N76'0352"W 0.59' LS#25947 CO _ S53'53'42"W 0.60' YPC BK.27 PG.37 o LS#9018 3 N87'04'00"W 110.07 11 4z Og4.. (\TE 5) s�sszF CITY OF ASPEN GPS#19 SLOPE ANALYSIS LEGEND SURVEYOR'S CERTIFICATE A INDICATES CONTROL POINT AND BENCHMARK I, MICHAEL P. LAFFERTY, HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS AN 0 INDICATES FOUND MONUMENT AS DESCRIBED. IMPROVEMENT SURVEY PLAT PERFORMED UNDER MY SUPERVISION ON 08/2017 OF THE ..................... - SLOPES 40%AND OVER ABOVE DESCRIBED PARCEL OF LAND. THE LOCATION AND DIMENSIONS OF ALL ...................... 0 INDICATES SET MONUMENT LS#37972 IMPROVEMENTS, EASEMENTS, RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THESE PREMISES ARE ACCURATELY SHOWN. ERROR OF VICINITY MAP 1"=400' RPC RED PLASTIC CAP CLOSURE IS LESS THAN 1/15,000. YPC YELLOW PLASTIC CAP .1 N�Qk ALC ALUMINUM CAP aria ,lie,H . ��, WM WATER METER _CABLE RISER d. ,' EM ELECTRIC METER W FIRE HYDRANT Ll\f h't r,"�, ,,.�. alik�`t,� GM GAS METER h® ,:',:9'' P 'r'h,L#'r. `�,, `,,I .., ��.` ELECTRIC TRANSFORMER MICHAEL P. LAFFERTY PLS. #37972 t' • ° 1 WATER VALVE a 37972 6% ` -i II TELEPHONE RISER DATE: ; 11_1_18 dew ' 11 CURVE TABLE p�J° nIIIIfITTI1flTilllll `�I nnollnuu ,_ CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA 1'I�s --1 Il16d1111111 m h1•�"LP : ®�IIIIIA Cl 72.55 167,30 36.85 71.98 N83°34'36"E 24°50'47" --- Ilk ��11111„� CO 51.73 857,52 25.87 51.72 N82°20'10"W 3°27'23" DECIDUOUS TREE ��f �� C3 104.48 350 06 52.63 104.09 N89°03'Dl"W 17°06'02" 6-12: TRUNK DIAMETER (INCHES)/DRIP LINE(FEET) ���',• �',,/,,,-, C4 24.53 788.21 12.27 24.53 283°17'30"W 1°46'59" 40 EVERGREEN TREE Rocky Mountain Surveying DATE SURVEYED: 08/2017 REVISED: ®A ,am �� CLIENT:MORRIS ,.. J FILE NO: 10529 •n•� .\ 4caone crystal rd . rb d I e 81623 NOTICE:According to Colorado law you must commence any legal actin r�r. phone 9]93]9-1919 upon any defect in this survey within three years after you first discover su IV` D fax 979d635873 In no event may any action based upon any defect in this survey be commenced more Iaff@aupeis.net than ten years from the dam of the col;Gcaaon shown hereon. ' /2019 ASPEN BUILDING DEPARTMENT Subgrade Wall Area(Existing) Drive,150 Aspen,0000600 FAR AREA LEGEND ...sung Roaring wwer level Wall Cakulatlone Wine Cellar Wall label I Total Wall Area(sq RI I Exposed Wall Area lsq TO I UnW Wall Area ■ l E D RESIDENTIAL R Wall Area 13q RI DA 576.00 112.00 26.00 86.00 al IN ---RED ROOM DESIGN o rall Total ozed wall Area Isq RI 18e.00 4i'_��A A GARAGE 96 of Expos.wall(Exposed/rotall 23.969i UnExpozetl Wall Area(3q TO 638.00 ' '� of unExposea Wall T6.0.w DECK Lower Wall label I TotalWall Area Psi I Exposed Wall Area ISO R)I Unexposed Wall Area— ��, 102 1U3 1%.00 1..0 IDS 11.00 107 110.00 000 SUBGRADE LEGEND Red Room Design 8.00 .09 es.0000 e9000 812 Grand Avenue,Ste 203 EXPOSED Glenwood Springs,CO 81623 970.413.3144 114 UNEXPOSED 116 Z Overall Taal Wall Area ISa RI 4291.0093.W 93.W Exposed Wall Area lsq RI 632.00 sa of Exposed Wall(Exposed/Total/ 48.959, UnExposed wall Area Isq Et/ 592.00 sc of U.posed Wall(U.posed/Total) 45.8. es,vft ft .a"Rt-,tl---7-------------------------T----------j----------------------------7---------rj------°q6, ----- r r r Tr 1 f- 6s,g na�rc ] q ,g6sgn 6zwfi ,M1 sq Aaz,gn ,brvfL sg sgn 6 g s.k s6s.d Ito ms.n 6I=gM zs g I I _1 I I gsira o>tv�we.e.e—_—_ _-_-_-_-_-_—_—_—_—_—_—_—_ _—_—_—_—_— -_—_—_—_—_—_—_—_—_—_—_—_—_—_�I�_—_—_ 2s fi3s9� zOs9ltTI—_—_—_—_��_—_— II I_—_— re _-_-_-_-_-_-_-_-_-_-_-_-_1_-_-_-_-_- -_-_-_-_-_-_-_-_-_-_-_-_-_-_4_-_ _-_-_ri-_-_-_-i-_-_-_-_ _-_-_-_-_-_-_-F-_-_-_-1-_-t-_-_-_ti-_-_-_-_-_-_-_-_-_-_-_-_t_-_-_-_-_-_-_-_-_-_-_-_-_ i-_-_- a.o. cr vAM a16r 1 I I II I 1 I IV I 1 1 1 1 1 I I I I I •— EH 1® !Trill 1E1ICI® 1�1'8 I® I® ® maI ClCD I I I I I I I I I I I I LC) I { { r-suz, �{-sa { era 3e t T-113/a 4. 4, s- 4, t 11a3e 1>3e4, 4, 7238 3-z v{ s-n Se {{-,T 21.-67/8' { 3ra ve° fi , ^ I I I I I I I I I I I I •V 1 0 I I I I I I I I I I I I I CD 0 I I I I I I I I I I I I I I I I I N L.) 4 SUBGRADE CALCS = E c13 �_ O SD_ •t L- to 0_To,_M.n e Q R taar Lew1 I I I I I O Ln 1 5— Based2 the site visit I I I I I onn1/11/15/20,the walls I--------- --I ------ I--------- �--------- --I in the existing ® m,_>l_-tom, =- - - t + basement were tallerI i Iv,ft nza a than a crawl space, »stgfi q but much lower than m g i the 8'being shown. 81 sq ft Please provide za_ I ®-r'o'con�wer.la---1-- -------- -------- --- exterior wall drawings - I ® !all D D that represent original I I I existing conditions. i i i f eT-n 76 4. n-mre t I I DRAWING ISSUE I 1 I I I I PERMIT SET 5/320191:03 PM REVISION 21 12/5/2019 6:24 AM 2 SUBGRADE CALCS ;' Q Q Q Q Q Q Q P Q Q Q Q Q Q Q 1 CD C 0 jj/ - -------- ------ T fT2rFAII4rSS.IiT ®a ' , — — - � — p ydh dd• �' © % y ppq AODi�i�. ., 7 4 ® ® EXISTING FAR a — —' I � re A-te _ � _ -0 a — —I — — — — — — —I — - //I— — — — — — © SUBGRADE CALCS Ear - Mso-km, 1 GRAVEL STAIRS w�� A 1405 Se _ -- 1 AT GRADE Vala� s -='r=/ - _,®� �e °'-®/ 1 rir A _ _ _ _ ___® _-_-_-_- -_-_-_ _-_-_-_ _-_-_ _ _ —I�/ SHEET NUMBER A C) 1 . 0_________ -,,m ,A, _ es_ ______,_______F____0 a , , H _c) a_ _ _ _ _ _ ,,,,.._ (,), ..1______ -J - - -I — ® i � J r T r 7 Z-001 (6 6 b b 6 b b b b d b b b 6 b d 3 Existing Lower Level FAR 1/8" = 1'-0" 1 Existing Wine Cellar FAR 1/8" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT Garage Exemption(Land Use Code,26.575.020.D) Floor Area Ratio(Land Use Code) LOT AREA .69 AC=30,056.4 SF FAR AREA LEGEND In the R-15B Zone District,garage and carport areas shall be The total floor area of all structures on a lot divided by the lot area. R-15B ZONE DISTRICT-GROSS LOT AREA=NET LOT AREA-NO DEDUCTION FOR STEEP SLOPES r R E D excluded from the calculation of Floor Area up to a maximum - ALLOWABLE FLOOR AREA PER 26.710.070(D)(10)FLOOR AREA RATIO RESIDENTIAL exemption of five-hundred-square-foot total for the parcel. 30,056.4-15,000=15,056.4/100=150.56 ..c,•„ Floor Area(Land Use Code) 150.56 X 4=602.25 ,w1 GARAGE RED ROOM DESIGN The sum total of the gross horizontal areas of each story of the 3,180+602.25=3,782.25 •a"ti Attic Exemption(Land Use Code,26.575.020.D) buildling measured from the exterior walls of the building. (See, ,,,A DECK Unfinished and uninhabitable space between the ceiling joist and Supplementary Regulations-Section 26.575.020,Calculations and ALLOWABLE EXEMPT DECK roof rafters of a structure or between the ground and floor framing Measurements.) R01 3,782.25X15%=567.33 which is accessible only as a matter of necessity is exempt from the calculation of Floor Area as described below. WINE CELLAR AREA(355 X 23.96%) 85.06 SF SUBGRADE LEGEND Red Room Design Stair Exemption(Land Use Code,26.575.020.D) LOWER LEVEL AREA(1,405 X 48.95%) 687.75 SF 812 Grand Avenue,Ste 203 When calculating vertical circulation,the circulation element shall beEXPOSED Glenwood Springs,CO 81623 Crawl spaces that meet the following are exempt from the Floor counted as follows: MAIN LEVEL AREA 1,494+80 NON EXEMPT GARAGE SF 970.413.3144 Area calculations: UPPER LEVEL AREA 745 SF TOTAL FLOOR AREA 3,091.81 SF UNEXPOSED 1.5 feet 6 inches or less in height measured between the hard floor a)For stairs and elevators,the area of the feature shall be projected down and counted on the lower of the two levels connected by the structure and floor framing;and element and not counted as Floor Area on the top-most interior floor LOWER LEVEL DECK 351 SF Served by the element. MAIN LEVEL DECK 451 SF 2.Accessible only through an interior floor hatch,exterior access UPPER LEVEL DECK 144 SF panel or similar feature;and TOTAL DECK 946 SF ALLOWABLE EXEMPT DECK(3.750X 15%) - 567.33 SF 3.Are the minimum height and size reasonably necessary for the DECK FLOOR AREA 378.67 SF mechanical equipment. TOTAL FLOOR AREA 3,470.48 SF (1.) (3,091.81+378.67) W V 4 4 4 4 4 4 4 4 E cu T T T T T T T CD o 1 I I • - C : ' : ' ' ' ' ' : ' : ' I ° II,0,.,, ,,,.,, j a - - „ 9 �u� - CC C_�i00�i�i•••�iWi0•• ,,ts7 7 ' 'piiiii II / 1 d�!ee24,eA..�,eA!ee0i. a -— _ CC tr) r/7 / Y MIL . AWSPV 7, 1 745s ,�e r, , , , , t I � r 1494s• /.y ' 1•• 1 jj/ na_®_..C2fte-- i/tlR % , % (58 80500 f80) �j � M� I I ,OPEN TO BEL % �� i ii3915 ft, 1 R01\ / ���/%. j/�0�.�:_ .4a-------- -- -- - �_�_�� n,2Ai w• •u a. - -- -i--- 44a-------- , ,,,�j/� ..%, 'F � - ��__ tHl$IINGILOOR A' 1 ,iWi•,Yr 87 5• j �I j/ //� / -�Y.:S':•S::S'? "T—"� ••• Y:= 1 M� NOT PREVIOUSLY ACCOUNTED • �. .I i' �/, j �� •• N TO BELOW .�� T • ���—� From the floor lans,it a ear O� ��' '�� IN FLOOR AREA TOT P PP � ,'FF /% jf d; � ;4- .,,.,-,, /� I that this area is currently oor hatch. 1 �% ���� � i ��� 0- --1---- • - - - 4-- ----- ---- ------ ----- ---11 © Therefore,accessed fpe ro f1575020.D.3, ����i e4, �t ` � �---�3 _ _ _ _ _____ ____---_ -_ - - - - -- ------- -----1----{2 Attics,since t eai�---- ----- --- -- _ Y .�II'",=,�,-:_- _ 6 1 -J r 7 - 1 accessed fro oor-hatch the r - 1 entire area is currently exempt) DRAWING ISSUE b d b b b b b b b b b b b b b b PERMIT SET 5/32 019 1 0 3 PM REVISION 01 12/5/2019 6:24 AM 4 Existing Upper Level FAR 1/8" = 1'-0" 3 Existing Main Level FAR 1/8" = 1'-0" P Q 4 4 4 Q 4 4 P P 4 4 4 Q Q 4 I I I I I I I I I I I I I I I I 1 1gxk y1� R01 M` , iIi-i-, 1 CD a_-_ -_-_ �_ -_-_-_L_-_-__L_-_� a_-_-_-_-I I -_-_-_L_-_-_1_-_� DECK ; fj � 5 S• SHEET TITLE a - =35 q#f " A — -0 a rLj /A -0 /„ ,,, L----li -0 0- ® EXISTING FAR 7 I I 105 : A 1405 s. _c.->o. GRAVEL STAIRS ", ,� , AT GRADE,, - �/" �sl 'Gz_ =, _ f o®/ 4..0 _ _ _ a_-_ _ _- _ _j _ _- o / -r- - -�- ---- - ------- ----- -r-----�--- SHEET NUMBER 0- d_DA __/- -i - 7 ® I fir - 1 1 -J I -T r 7 -- 1 Z-002 b b b b b b b b b d b b b b b d 2 Existing Lower Level FAR 1/8" = 1'-0" 1 Existing Wine Cellar FAR 1/8" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT Subgrade Wall Area ipreposed) 1s0 Roaring fork Drive,Aspen,0081611 FAR AREA LEGEND Existing Lower Level wan animations wine Cellar wall Label Total wall Area ISA Ft) I Exposed Wall Area I Ft))I Unexposed wall Area ■ l E D RESIDENTIAL R 150.00 Area(RI Et/ 651.00 2100 12340 ` • �f —RED ROOM DESIGN Overall Wanvela 15g Ft) 140.00 r.�e.WI GARAGE Wall Area 159 Et)Total) 21.81% 6xposewall area Isq R) 511.00 waoEposed wan unexposed/TaaO 780996 DECK Lower wall Label Total Wall Area 13q RI I expoeedwall Area(sq R)I u re etelweed Well a, 103 196.00 196.00 0.00 107 100 1_°° Red Room Design SUBGRADE LEGEND 58.00 109 sv.00 0.00 8900 812 Grand Avenue,Ste 203 EXPOSED Glenwood Springs,CO 81623 112 zs0o 0.00 25.00 970.413.3144 n; 69.00 0.00 1690..00 UNEXPOSED 116 93.00 93.00 Overall Total Wall Area(Sp Ft) 129300 Exposed Wall Area ISO Ft) 632.00 x of Exposed Wall(Exposed/Taal) 48.9596 nExposed wan Area 156 Ft) 592.00 x of UnExposed wan lwExposed/Total/ 45.86% 990111/, a0.1.n0R, ---7-------------------------T----------j----------------------------7---------rj--- ------Y r r r T1 ---- I I na�rc 7 g ,96ryfi 6zwfi 1M1 aghaz,gn ,brvf, s3 sgn e q 1f,qk s q �n 470.f Elsgh 16 q zs g ::o.>,v�uwzvs _—_—_—_—_—_—_—_—_—_—_—_—_ _-_-_-_-_- -_-_-_-_-_-_-_-_-_-_-_-_-_-_�I� 2s fi3s9� zO s9l, - -_—_—_—_ _—_—_—_—_—� I I —_—_—_—_—_—_—_—_—_—_—_—_�I� 93 l ' , reu_—_—_—_ _-_-_-_-_-_-_-_-_-_-_-_-_1---------- -_-_-_-_-_-_-_-_-_-_-_-_---_�_-_ ri-------i-------- _-_-_-_-_-_-_1-h-------i---t------ti-------------------_-_--t--_-_-_-_-_-_-_-_---_-_-_ _-_-_-_-_-_i-_-_- W 010 I I I I I I I I I I I I I I I > e-.o_orv-weT_____ O_______________________ ®________�1 _________________________ _®_______I�1�____I�1®______ ®__________1�1 a_____ ® ®____a®______________________ _®___________________________________ ____ (D , L ellar 22.a3/8 9 3/4 7113/4r-s uz, �v-s,a 7 3/8" 3-2174 s-»37e• i '1 l7/6" 27-67/6" CO I I L 1 1 1 I 1 I f f - fi zs t - {`t s< t ,1 7.-9 va" t na77e ,-a37e'fi t t f t i 3z-33rn�� fi , ^ I I 1 1 1 1 1 I I w V 1 0 I I 1 1 1 1 1 1 1 1 1 W O I I I I I I I I I I I N v 4 SUBGRADE CALCS = E , � c13 _ O SD_w to � aPL.M.m � Q p..R, I i i Ln O I I 1 I 0 -3r.. I I I as FOR 7,M Cellar I i uorgR uo spft 6 sgft _s """ 13 7 sourvo.nory �� �M BRIO NI -ToC --W erdlu---I I- -I® ------ I ® ------ ------------ CM I i I Add the Juliet t »7/0 fi 3-e I/4 3 1228 134" t balcony square I I I DRAWING ISSUE footage to your deck I i This is just one wall. total unless there is Please check your Please make it one no decking at all and layers in your PERMIT SET 5/320191:03 PM wall,rather than 5,for it is completely open program. I would like REVISION#1 12/5/2019 6:24 AM your Subgrade wall to below. to see everything 2 SUBGRADE CALCS drawings above within the wall C D it is exempt..shaded as unless 1 A B Right E F G 1 A B C D E F G r now it is hard to tell r what counts and what doesn't. -t -R- —f------ — l -T- L 8 i Fr --- /'.4 DEC4!V4 — ; i�l 431sgft SHEET TITLE is , . - - - - - - - � - -I - -off - - - 4 — � / j ®® C� ®® /„ .",,,,,,, I PROPOSED FAR s - - lir • "0,/- / /i,�/ � f % iiiii'u! s - — - — - — — — — - - 111111117 - — - — - - - s SUBGRADE CALCS I�_ � I 2�� j �3 e ®111 INS � 351 .. ft � CD .0`� �� v �� `�� r — 1 -r r -r SHEET NUMBER �� 11 ��� Fin. li Li�Ji■ _ a ,a _.< 0 _____ da —__,_ 1 ..„ JI _\__B a__,_ (5 b b b b b b b d b b b 6 b b 3 Proposed Lower Level FAR 1/8" = 1'-0" 1 Proposed Wine Cellar FAR 1/8" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT Garage Exemption(Land Use Code,26.575.020.D) Floor Area Ratio(Land Use Code) LOT AREA .69 AC=30,056.4 SF FAR AREA LEGEND In the R-15B Zone District,garage and carport areas shall be The total floor area of all structures on a lot divided by the lot area. R-15B ZONE DISTRICT-GROSS LOT AREA=NET LOT AREA-NO DEDUCTION FOR STEEP SLOPES D excluded from the calculation of Floor Area up to a maximum - ALLOWABLE FLOOR AREA PER 26.710.070(D)(10)FLOOR AREA RATIO RESIDENTIAL exemption of five-hundred-square-foot total for the parcel. 30,056.4-15,000=15,056.4/100=150.56 .om Floor Area(Land Use Code) 150.56 X 4=602.25 ,;; GARAGE RED ROOM DESIGN The sum total of the gross horizontal areas of each story of the 3,180+602.25=3,782.25 •a 1 Attic Exemption(Land Use Code,26.575.020.D) buildling measured from the exterior walls of the building. (See, 40,i, DECK Unfinished and uninhabitable space between the ceiling joist and Supplementary Regulations-Section 26.575.020,Calculations and ALLOWABLE EXEMPT DECK roof rafters of a structure or between the ground and floor framing Measurements.) Rol 3,782.25X15%=567.33 which is accessible only as a matter of necessity is exempt from the calculation of Floor Area as described below. WINE CELLAR AREA(431 X 21.51%) 92.71 SF SUBGRADE LEGEND Red Room Design Stair Exemption(Land Use Code,26.575.020.D) LOWER LEVEL AREA(1,351 X48.95/0) 661.31 SF 812 Grand Avenue,Ste 203 When calculating vertical circulation,the circulation element shall be EXPOSED Glenwood Springs,CO 81623 Crawl spaces that meet the following are exempt from the Floor counted as follows: MAIN LEVEL AREA 1,763 SF 970.413.3144 Area calculations: UPPER LEVEL AREA 910 SF TOTAL FLOOR AREA 3,427.02 SF UNEXPOSED 1.5 feet 6 inches or less in height measured between the hard floor a)For stairs and elevators,the area of the feature shall be projected down and counted on the lower of the two levels connected by the structure and floor framing;and element and not counted as Floor Area on the top-most interior floor LOWER LEVEL DECK 285 SF Served by the element. MAIN LEVEL DECK 451 SF 2.Accessible only through an interior floor hatch,exterior access UPPER LEVEL DECK 144 SF panel or similar feature;and TOTAL DECK 880 SF ALLOWABLE EXEMPT DECK(3.750X 15%) - 567.33 SF 3.Are the minimum height and size reasonably necessary for the DECK FLOOR AREA 312.67 SF mechanical equipment. TOTAL FLOOR AREA 3,739.69 SF n W1 V 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 E o L - -1 — -- an ,_ 00 0- - — — — — — — — — — 1 -0 - �,,, J we f -0 (� O I I %, I ' 160sgft CD I� 0 144sgft 291'sgft 1° e Rol QI U a I- - I- - -� - 1- :4 ... - - -I;- - -j --- -4 --0 a — —I — ,--- © �e.._ -r--- — O C C .1 I le, . Please see the /� — — — 'I` /!� i � 0% — //�� //�� — T_ :obout -- -- s - "'i, i� m 5 C Q your layers. The way i LOFT E ENSION / - �e v �� �� �''� r s • , C ��^ / / .fir J LIVING ROOM EXTEN ION 1 • s. ���� •••••• x these are currently B P••U BA H drawn,I Cannot tell _ _ _ ___1' // �$• / ��lNO 1HANGE TO FAR) �. / i�_ x • • O •didi� 4 Ln -63 what is being counted — — - ^�� A Q�� ` d e •S. ARS4SARS{•S y p �__ / _i� rc.�rr.�rr�HATCH ronTnc � � - / ...EXE PT ,••; t and what you ®� a-� a-® ••••• •.• consider exempt. ^ -—- Tie r l/ •••••** • ••• 1aF �i d i 87 s �// r �� V �� I���%e iY • - �'/ �l Y ••••AS•S 1.Y Y •• Y. 4 wax: ® L7 ' 'Ir /7211 _ A, 4 LI - , ..- J — — —� — — — — Rat— — — -I- -1------7 �- O a-f 1 — 1 — — — 7 — — — -2_ __ -. I -\__ Per 26.575.020.D.3, I I I I I Attic Space,if any I I I I RAWING ISSUE portion of this attic b b b b b b b 0 space ise accessible, ( b b b b b b b ,RMIT SET 5/32 019 1 0 3 PM A B C D E F G then the entire area 1 A B C D E F G counts towards your ''VISION 41 12/5/2019 6:24 AM 4 Proposed Upper Level FAR 1/8" FE,tofLIa0egardless 3 Proposed Main Level FAR 1/8" = 1'-0" of the height. 4 4 Q Q Q 4 4 Q 4 4 4 4 4 Q 4 Q JL : LL r •••dim' ow, 0 a — - - __ -- 1 _-- — L — - � - -0 18 , % -t -t I -- ' ,,v ; _102 /�/�`j/j — T4� 431 sq ft EET TITLE DECK it. • - % PROPOSED FAR 14. / 4��1 1 ®®ice®®a- — CEREADy• — — — -� — — — —' — — — — — CALCS 1 % 11111 s s I 11111 Iu111O' s �_ ��ir� � J —'� i - _ - —_—;_—_— —_—_—_ _—_—_— 1�1111 INS _ —_ _—_—_ _—_ ® 1,351 q ft��f_ ., I� I CD 4 �� �: it s/.o%fr �� 4 — — — — — — — — — — — — — — — — — 4 ' ersection �•ii: HEFT NUMBER ' 6.575.020.D.6, ( I 0 'I -_#_ 5 j��''atios,as well as the ' _ z—?_"_,--r ' `� '.,' '.efinitionofPag_ _ �' „ LL /� _ _ _ _ _ _ _ _ _ _ 'heLUC,thea - - C 44 ,--- , ^ l --- - �-_ - 2 ll---- ---------- --- --- ---_ _ _ _ _ - - --- --- - -_ 2 Z-004 ay needtob T ® - - _` - - �- 1 1 -1- - - -� - _T_ - - - -�- _7 l- 1 ..dded to the 15% ..eck allowance. I I I I I I I I I .•lease show why this ,tanda ds.eet those . 1 b b O y (y 6 1 1 1 1 b 1 6 1 1 2 Al Proposed Lower Level FAR U 1/8"8" = 1'-0" 1 (� U U Proposed Wine Cellar FAR U 1/8"8" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT Demolition Calculations-Flat Plane Method Measurement of Demolition(Per COA Municipal Code,26.575.020,H) ROOF DEMOLITION LEGEND 150 Roaring Fork Drive,Aspen,CO 81611 4.The surface area of all existing(prior to commencing development)exterior wall assemblies '- AREA OF ROOF Roof Demolition above finished grade and all existing roof assemblies. Not counted in the existing exterior TO BE REMOVED LR E D Roof Label I Individual Roof Area(Sq Ft) I Area of Roof to be Removed surface area calculations shall be all existing (doors, skylights,etc.fenestration windows,sk li . A 662.00 373.00 ) AREA OF ROOF FED ROOM DESIGN TO REMAIN B 25.00 25.00 5.The exterior surface area,as described above,to be removed.Wall area or roof area being C 150.00 0.00 removed to accommodate new or relocated fenestration shall be counted as exterior surface area D 153.00 0.00 being removed. E 400.00 0.00 F 174.00 0.00 6.The diagram shall depict each exterior wall and roof segment as a flat plane with an area G 200.00 0.00 tabulation. Red Room Design H 540.00 0.00 812 Grand Avenue,Ste 203 Roof Surface Area Total(Sq Ft) 2,304.00 Glenwood Springs,CO 81623 Roof Surface Area to b Removed(Sq Ft) 398.00 Exterior wall assembly and roof assembly shall constitute the exterior surface of that element 970.413.3144 in addition to the necessary subsurface components for its structural integrity,including such items as studs,joists, rafters etc. If a portion of a wall or roof structural capacity is to be Demolition Totals removed,the associated exterior surface area shall be diagrammed as being removed. If a Roof+Wall Area Used for Demo Calculation(Sq Ft) 2,304.00+4,232.00 6,536.00 portion of a wall or roof involuntarily collapses, regardless of the developer's intent,that portion Surface Area to be Removed(Sq Ft) • 398.00+949.00 1,347.00 shall be calculated as removed. Recalculation may be necessary during the process of Total 20.61% development and the Zoning Officer may require updated calculations as a project progresses. Replacement of fenestration shall not be calculated as wall area to be removed.New,relocated or expanded fenestration shall be counted as wall area to be removed. Only exterior surface area above finished grade shall be used in the determination of demolition. Sub-grade elements and interior wall elements,while potentially necessary for a building's U integrity,shall not be counted in the computation of exterior surface area. W E T • LO CO V) 0 lL 0 CC E v .S 03 o 0 • CC trj, O Ln Where are the skylights? They should be included as existing fenestrations. DRAWING ISSUE IC PERMIT SET 6/320191'03 PM V V V E F G REVISION#1 2/5/2019 6:24 AM 1 1 ROOF DECK 150 sq ft 1 I Drip Through Deck Below D Drip llhrough Deck Below 153 sq ft Mas- Deck Belo a - — — - — — — — — - — — — - -0 /ii///.. /:ii : i 200 sq ft CI--—-— —-— .. _ L. r Tr r 5. - —-1----© SHEET TITLE _coosqft 1II :jJj1ijtttI T1F _ Existing Mechanical2" gft 1- I. - - - - - - - - 454qft _1 11/ArizI _ 174 sqft Existing■ownspout OI i -IL 1_ �, �, ti - ups — 3 - - - - --0 SHEET NUMBER 1 11 Based on all of your 1 other drawings, including the ,,�� structurals,it looks (� (� h tNJ V b b the roof aboke ve hart e stairwell is v v v Z-005 being demolished. Please amend your drawings. 1 Roof Demo(Flat Plane Method) 1/8" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT Demolition Calculations Measurement of Demolition(Per COA Municipal Code,26.575.020,H) DEMOLITION LEGEND 150 Roaring Fork Drive,Aspen,CO 81611 Wall Demolition 4.The surface area of all existing(prior to commencing development)exterior wall assemblies %'- AREA OF EXISTING D Wall Label I Individual Wall Area(Sq Ft) I Area Reduced for Fenestration(Sq Ft) I Area of Wall to be Removed above finished grade and all existing roof assemblies. Not counted in the existing exterior .% WINDOW OR DOOR A 14.00 0.00 0.00 surface area calculations shall be all existingfenestration(doors,windows,skylights,etc.). B 47.00 44.00 0.00 AREA DEMOLISHED -RED ROOM DESIGN C 43.00 0.00 7.00 FOR NEW FENESTRATION D 118.00 0.00 68.00 5.The exterior surface area,as described above,to be removed.Wall area or roof area being _ E 29.00 0.00 0.00 removed to accommodate new or relocated fenestration shall be counted as exterior surface area I I AREA OF WALL DEMOLISHED F 275.00 15.00 93.00 c G1 97.00 0.00 74.00 being removed. TOPREP FOR ADDITION G2 35.00 0.00 35.00 AREA OF WALL G3 127.00 0.00 127.00 6.The diagram shall depict each exterior wall and roof segment as a flat plane with an area TO REMAIN G4 50.00 0.00 50.00 tabulation. Red Room Design G5 168.00 35.00 40.00 812 Grand Avenue,Ste 203 H 872.00 326.00 201.00 Glenwood Springs,CO 81623 I 243.00 0.00 0.00 Exterior wall assembly and roof assembly shall constitute the exterior surface of that element 970.413.3144 t 594.00 136.00 55.00 in addition to the necessary subsurface components for its structural integrity,including such K 256.00 43.00 4.00 items as studs,joists, rafters etc. If aportion of a wall or roof structural capacity is to be L 712.00 47.00 55.00 p y M 639.00 7.00 7.00 removed,the associated exterior surface area shall be diagrammed as being removed. If a N 218.00 134.00 5.00 portion of a wall or roof involuntarily collapses, regardless of the developer's intent,that portion O 42.00 0.00 0.00 shall be calculated as removed. Recalculation may be necessary during the process of P 486.00 44.00 33.00 O 106.00 0.00 0.00 development and the Zoning Officer may require updated calculations as a project progresses. Wall Surface Area Total(Sq Ft) 5,171.00 Area Reduced for Fenestration(Sq Ft) 831.00 Replacement of fenestration shall not be calculated as wall area to be removed.New,relocated Wall Area Used for Demo Calculation 4,340.00 or expanded fenestration shall be counted as wall area to be removed. Wall Surface Area to be Removed(Sq Ft) 854.00 Demolition Totals Only exterior surface area above finished grade shall be used in the determination of demolition. Roof+Wall Area Used for Demo Calculation(Sq Ft) 2,304.00+4,232.00 6,644.00 Sub-grade elements and interior wall elements,while potentially necessary for a building's Surface Area to be Removed(Sq Ft) 398.00+949.00 1,252.00.04% integrity,shall not be counted in the computation of exterior surface area. U Total 18.84% 9 Y� P E N W L I J _ cc •UI 0 00 0 -K LL 0 El cL L H H\ , r6 G5 KL G5 n / •- CC Q G4 \ / L O Q I G4 Ln G3 OPEN TO BELOW M G3 +/ OO\O \/r1 M �7 G2 \�I�� P G2 G1 OPEN TO BELOW_ G11----)� T T. ' r I \. ,' II . ,' I g A _ II I , F El G F E G // P 0 \ D D I N DRAWING ISSUE PERMIT SET 5/320191'03 PM REVISION#1 12/5/2019 6:24 AM 4 Existing Upper Wall Demo 1/8" = 1'-0" 3 Existing Main Level Wall Demo 1/8" = 1'-0" 111111, J 1111M1 4 -4 4 K K SHEET TITLE I I- I H -- �r \ o WALL DEMO -- 5: �1 CALCULATIONS �� T r A G3.2 �r 9 M II G L SHEET NUMBER G1 r---l- -i G B Ail-- --' F E P O IL__ D N Z-006 2 Existing Lower Level Wall Demo 1/8" = 1'-0" 1 Existing Wine Cellar Wall Demo 1/8" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT Demolition Calculations 1e0 Roaring Fork Drive,Aspen,CO 81631 Measurement of Demolition(Per COA Municipal Code,26.575.020,H) DEMOLITION LEGEND Wall Demolition 4.The surface area of all existing(prior to commencing development)exterior wall assemblies %'- AREA OF EXISTING D Wall Label I Individual Wall Area(Sq Ft) I Area Reduced for Fenestration(Sq Ft) I Area of Wall to be Removed above finished grade and all existing roof assemblies. Not counted in the existing exterior .% WINDOW OR DOOR A 14.00 0.00 0.00 surface area calculations shall be all existingfenestration(doors,windows,skylights,etc.). B 47.00 44.00 0.00 AREA DEMOLISHED -RED ROOM DESIGN C 43.00 0.00 7.00 FOR NEW FENESTRATION D 118.00 0.00 68.00 5.The exterior surface area,as described above,to be removed.Wall area or roof area being _ E 29.00 0.00 0.00 removed to accommodate new or relocated fenestration shall be counted as exterior surface area I I AREA OF WALL DEMOLISHED F 275.00 15.00 93.00 c G1 97.00 0.00 74.00 being removed. T PREP FOR ADDITION G2 35.00 0.00 35.00 AREA OF WALL G3 127.00 0.00 127.00 6.The diagram shall depict each exterior wall and roof segment as a flat plane with an area TO REMAIN G4 50.00 0.00 50.00 tabulation. Red Room Design G5 168.00 35.00 40.00 812 Grand Avenue,Ste 203 H 872.00 326.00 201.00 Glenwood Springs,CO 81623 I 243.00 0.00 0.00 Exterior wall assembly and roof assembly shall constitute the exterior surface of that element 970.413.3144 1 594.00 136.00 55.00 in addition to the necessary subsurface components for its structural integrity,including such K 256.00 43.00 4.00 items as studs,joists, rafters etc. If aportion of a wall or roof structural capacity is to be L 712.00 47.00 55.00 p y I will review your demo M 639.00 7.00 7.00 removed,the associated exterior surface area shall be diagrammed as being removed. If a calculations once you have N 218.00 134.00 5.00 portion of a wall or roof involuntarily collapses, regardless of the developer's intent,that portion submitted all existing and 0 42.00 0.00 0.00 shall be calculated as removed. Recalculation may be necessary during the process of proposed elevations. However, P 486.00 44.00 33.00 there are a few things I have o 106.00 0.00 0.00 development and the Zoning Officer may require updated calculations as a project progresses. noticed already that will need to Wall Surface Area Total(Sq Ft) 5,171.00 be corrected. If any window is Area Reduced for Fenestration(Sq Ft) 831.00 Replacement of fenestration shall not be calculated as wall area to be removed.New,relocated being expanded,it will probably Wall Area Used for Demo Calculation 4,340.00 or expanded fenestration shall be counted as wall area to be removed. require a new header. Show the Wall Surface Area to be Removed(Su Ft) 854.00 existing header being demolished, Demolition Totals Only exterior surface area above finished grade shall be used in the determination of demolition. plus any framing being removed Roof+Wall Area Used far Demo Calculation(Sq Ft) 2,304.00+4,232.00 6,644.00 in your demo drawings. Same for Surface Area to be Removed(Sq Ft) 398.00+949.00 1,252.0o Sub-grade elements and interior wall elements,while potentially necessary for a building's U the header above newly cut in Total 18.84% integrity,shall not be counted in the computation of exterior surface area. windows. C W i 7) t✓ 00 .() O W LL 0 P _11.114 "1 Your demo drawings Headers? Header? 40 s.ft 47 sq ft show this whole wall 206 sqft' as being demolished. 2 sq ft 2 s ft 7 s..__ \ (n Ple;Yftti i a Please update your CD Q ft drawing Ln \ O 7sgft , 12s.ft 3s.ft 2sgft 2s+ 9 s.ft 4 s ft 9 s.ft 1JI 9 1 sq ft g ��111 Y.yq�j��9�6'� C���y�6�9 1 Headers 1ft v %Y/�1.1 N�! 639sqft `/111 � d� . . . . . Headers and post? 506 sq ft 209 sq ft 3 .ft. •° 6 sq ft ��A Headers? The lower portion of these walls are 594 sq ft surrounding a"crawl area"under the 25 s.ft DRAWING ISSUE garage that is open to the elements. PERMIT SET 5/32019103 PM That should not be included in the \ 1 demolition drawings. Please remove i REVISION 01 12/5/2019624 AM these sections of wall from the drawings and revise your calculations. A Q P 0 N M L K J Do these walls I doubt the door itself goes from include the portion of edge to edge of the wall. The the chimney above door hole is fenestration,but Header? Your demo drawings the existing roof line? the framing and wall around the show this whole wall Your demo drawings All of this area is door is wall that is being SHEET TITLE as being demolished. show t ' . .- .I being demolished All of this area is demolished. Please update your as bei •.emo!she.. being demolished 11 sq ft drawing Pleas;update your drawin. e %'//,exor•9ao 93Sgft 1 WALL DEMO y%;,9y CALCULATIONS ',,,,,,,,,, t ilk127 sq ft • 40sgft 3 s+ 'ft i �� ® %�i i ii 52�sq ft �iii i �,^. /� 74 sq ft 29 sq ft ji 47 sq SJ sc,ft r, 275 sq ft 44 s /, Y� / 50sgft 127sgft 35sgft 97sgft ii ii q I - - - _ i 168 sq ft SHEET NUMBER 243 sq ft Your structurals show ( % ' ll / L - the entire wall as , I/ being demolished J / including posts and headers. Please 0- 872 sq ft 7 update. - j `-oo� I H G5 G4 G3 G2 G1 F E D C B RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT Interior Demolition Calculations City of Aspen Urban Runoff Management Plan INTERIOR DEMOLITION LEGEND 150 Roaring Fork Drive,Aspen,CO 81611 - Table 1.1 General Requirements for Minor and Major Projects AFFECTED INTERIOR AREA LR E D Interior Demolition j Floor Area(Sq Ft) Demo Area(Sq Ft) $� Wine Cellar Level 355.00 355.00 I Project Type Area added OR Projectjib disturbed Classification General Requirements UNAFFECTED INTERIOR AREA rem TO REMAIN RED 000M DESIGN Lower Level 1,404.00 427.00 Main Level 2,104.00 1,165.00 Disturbing less than 200 sq ft <200 square feet No requirements Upper Level 742.00 206.00 Landscaping or grading only,and feet No 1000 Floor Area Total(Sq Ft) 4,605.00 No hardscape,and no change to 200- squarerequirements Demo Area(Sq Ft) 2,153.00 drainage pattern Landscaping or grading only that might • WOCV or drain to green space for the Red Room Design Interior Demolition Totalsinclude hardscape or change in grade or 200-1000 square feet Minor impervious(hardscape)area 812 Grand Avenue,Ste 203 drainage pattern,small additions,small • CMP Glenwood Springs,CO 81623 Floor Area 4,605.00 scrape and replace 970.413.3144 Demo Area(Sq Ft) 2,153.00 •Refinishing a driveway only(retaining or Limited to the exact CMP if greater than 1000 square feet Total 46.75% decreasing impervious area square footprint of the existing Minor • WQCV or drain to green space for the footage) driveway impervious(hardscape)area IN Interior work only <50%demolished Minor CMP if greater than 400 square feet of work • CMP • WQCV for the entire area • Conveyance of major flows Interior work only, v 75%demolished Major • Detention to the historic undeveloped rate or FIL Pre-project lot coverage of 0-50% (<75%is still a minor) for the entire area,unless discharging directly to the City's stormwater system depicted in Figure 1.1. • Requires Professional Engineer /f U C w CD .L 0 v 00 'V) 0 eti;v )''i;q'•gs:.:si1S.q:siggsA r c s;'ii;S�''''ii'S H�''s4'�'•''''i''4s''4'•''s4''s�.,'s- L L -i11r'1'11r'1'11r'1'11r'1'1' ` '..•.s'.'--L YSi 1''Y.si�' - •L II/40 IV"ill•OVI •:********.. V •4 �- . s • / .., ., :.m.:.; ..... ........iii:i:•• .viiv�- i- i yfy'//// �9�i�i �sSi ��NO‘ ... S sS •YrssY' C �� j j.ass ssd s's�3MIO ',ys s o AI...•.;.. Y'.•i•:iiissss��i / ' �� M a I n Lev elIssss,+s'a 'i 1 O Ln ��*::::: , •.; ..�5�.�.�..��..�.�..�.�.; � ,2104 s. ft Z s s s s s _ Upper Level Demo ssss s . Mat!. 742 sq ft "w /.Demo ... 1165s ft ,,.�������% �� s .s sss •s + """ �oii 206 5• ft OPEN TO BELOW sS'�s'.s.'..s.1S'.t,._�s s s�•S s011111W ____..-- i.. '' .' j'A _////////7 , •S s s. 9G.... ........... <i.,d / './ s•i.qqqrsue.. s•i ME N „...... OPEN TO BELOW /� � ,.'r r ti .'. / _ DRAWING ISSUE PERMIT SET 5/320191:03 PM REVISION at 12/5/2019 6:24 AM 4 Existing Upper Level Interior Demo 1/8" = 1'-0" 3 Existing Main Level Interior Demo 1/8" = 1'-0" rf e:::.¢ * * Wine�DCemor Level SHEET TITLE .Y.... 355 s• ft/ 7 r _..,Tn /�� .�s�;{}jj / INTERIOR DEMO:......:::Frsrrsr.wisssvrvssssa"a / /����/ s ay=Lower Levele:::�ss ' •� , CALCULATIONS L __1 .......::::,::„,„„„„„,„,„,„„,:ti _,_ _,_ S:. S S ...A..... r Y.sY.S.:.'''''' �'''.Y / Demo— — SHEET NUMBER in 0 Z-008 2 Existing Lower Level Interior Demo 1/8" = 1'-0" 1 Existing Wine Cellar Interior Demo 1/8" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT Demolition Calculations-Flat Plane Method City of Aspen Urban Runoff Management Plan ROOF DEMOLITION LEGEND 150 Roaring Fork Drive,Aspen,CO 81611 Table 1.1 General Requirements for Minor and Major Projects W AREA OF ROOF LR DRoof Demolition TO BE REMOVEDJ Roof Label I Individual Roof Area(Sq Ft) I_ Area of Roof to be Removed A 662.00 373.00 Project Type* Area added OR Project General Requirements AREA OF ROOF RED ROOM DESIGN B 25.00 25.00 alb disturbed Classification TO REMAIN C 150.00 0.00 Disturbing less than 200 sq ft <200 square feet No requirements D 153.00 0.00 Landscaping or grading only,and E 400.00 0.00 No hardscape,and no change to 200-1000 square feet No requirements F 174.00 0.00 drainage pattern G 200.00 0.00 Landscaping or grading only that might • WOCV or drain to green space for the Red Room Design H 540.00 0.00 include hardscape or change in grade or 200-1000 square feet impervious(hardscape)area 812 Grand Avenue,Ste 203 drainage pattern,small additions,small Minor • CMP Glenwood Springs, 81623 Roof Surface Area Total(Sq Ft) 2,304.00 scrape and replace 970.413.3.3144 Roof Surface Area to be Removed(Sq Ft) 398.00 • Refinishing a driveway only(retaining or Limited to the exact CMP if greater than 1000 square feet • decreasing impervious area square footprint of the existing Minor WOCV or drain to green space for the Demolition Totals footage) driveway impervious(hardscape)area Roof+Wall Area Used for Demo Calculation(Sq Ft) 2,304.00+4,232.00 6,536.00 Surface Area to be Removed(Sq Ft) 398.00+949.00 1,347.00 Interior work only <50%demolished Minor CMP if greater than 400 square feet of work Total 20.61% • CMP • WOCV for the entire area • Conveyance of major flows Interior work only, >75%demolished Major • Detention to the historic undeveloped rate or FIL Pre-project lot coverage of 0-50% (<75%is still a minor) for the entire area,unless discharging directly to the City's stormwater system depicted in Figure 1.1. • Requires Professional Engineer /1 U C w .E 0 v- CO 'V) 0 CD lL 0 CC E v .1 03 o 0 o O Ln Top of chimney? Please compare these demolition drawings with your structural drawings. Demolition includes any structural elements needed This new roof for the integrity of the exterior. Therefore,if any structural element does not elements have been demolished that hold up the roof,then that match the width structural element(beams and posts)must be shown as shown on the demolished on your roof plan. elevations. Please reconcile. DRAWING ISSUE PERMIT SET 5/320191:03 PM Based on your 1 O O O O © O O REVISION#1 12/5/20196:24 AM ructural drawings, thi area should be narr. er. 1 i 1 Based on the roof II I a.—TT--T thdre amountg n this page, ROOF DECK Throu h Deck Below Master Deck Belo wT aT Drip Through , /� the of demo T C g ____ 1111NlikrDrip ____ _ _ r4 __ _ _ ______ _ should be larger. 150 sq ft D g (Deck Below II 153 sq ft mut_ _ _ _ 9 G IIisaITTT�- q J IllllilllllL' T� T TT T/ 200 s ft6 1; r 'i'iE•T'_-' -—- 0 SHEET TITLE : CEP i ' ' ==eSS�4/ , iZ.:/ii i,•ii i , E F -. ------� J ;';,'';`,';'i;' aoo sq n Illtakiiiiili ! _ r======- HARDSCAPE /',;;;;;i i/ 1 -, 'T`G it ---------- '//�' '�i i/i i i/. III,Illli Existing Mechanical DEMO " i/// I•,I I F ;;„/„ ,, ��»IU►�i1111 ci CALCULATIONS %:' j„/„,2 i1�44444L _—rr=—r_r' H ���kkrkk _-------• 540 s ft 0 - - - - L1"Illllr'111;E1111111iliTI11I1I1111 - - - �ii q =11 1 111 1_.1 11 1 11 1 1 1 1 1 1 ��� }}���� I111••111111111111111 ! -- ii iiiii ,/ 1 1 1 1 1 11 1.1!.1 F.1 t,6C.1..•1,. .' . �_HFF'i•r-9I•1'r•I.I.I �1 1 1.1 N•I r l l•1 1'I I'1!1 1 1 1 IA1 F110I IIIIIIIiI_174 sqft —-— IIIIIIIIIIIII111111111111111I11111111 - � al-— nre Existing �IIIIIIIIIIIIL4IIIIIIIIIIIIIllll1l1111 L 3a-—-— - IIHIFFFFIIIIFIIII111I•IIIIIHI - - - ------�-i _ e_•_>_:.r r e a r a•• �,���^��.,�--��,�ti^,�.- �� SHEET NUMBER 0 b b b b O b b Z-009 1 Roof Demo(Flat Plane Method) 1/8" = 1.-0e RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT WORK AREA WORK AREA LEGEND WINE CELLAR AREA 0 SF % WORK AREA RED LOWER LEVEL AREA 311 SF G MAIN LEVEL AREA 978 SF RED ROOM DESIGN UPPER LEVEL AREA 541 SF TOTAL WORK AREA 1,830 SF Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W U 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 E o L — -I — — r - — 1 _ ao 8a--------------- - - - ----- ---- -0 lJ - - - - - - - , - - �� � � we i - - - - - - - - L:J •(f) O 759 s. /j� ow i — — - - -_ — — — a REF i � � ®a � L _L � ;7 1JI a — —, hz Iru - � a - - - - - - Zw, it i — — — t L.— O 213 s. fti � �328sgft ® A D „ C 148s ft �� /, 0 I j 71s ft I -' I 1 ill 40)_0-i_7—_-_—_-_—=_—_-_—=—=_—_-1[-7__. _71.__. _it_____________i______7_____7_N__6 a__/--------------7-7-7-7- -7-7-7-7-7-7 i --7-7-17—-7- -N--B Litilli 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DRAWING ISSUE 1 1 1 1 1 1 1 1 1 1 1 b b b b o b b b b 6 6 6 6 b b b PERMIT SET 5/32 019 1 0 3 PM REVISION#1 12/5/2019 6:24 AM 4 Upper Level Work Area 1/8" = 1'-0" 3 Main Level Work Area 1/8" = 1'-0" 9 Q 4 4 0 4 4 Q 4 4 4 4 4 4 4 Q a - — - - --—1--- 1_ - - — _ — — - -0 Ba - - - - - — — L —-;—I — --- - — _L — - — tea SHEET TITLE C)- _/-1 „ BUILDLINGWORK D - — — — — -� — EEEEEhiiiiEHiiiIP :: IEEEEEEE! — — - — - — r111I h �Im 1�1111111 247sgft/ - -� - I /` -r- - ----r- ----- -r------- ---------Ji1t111 : - - - -�- - SHEET NUMBER 4 s ft 1`M� [-(=) t\ 0--—-—1=—-—( 1 ,..i —-—-—-1—-—---1---0 ®_____F,____ _H _o =J=-i= -\__a =J=-i=-=-i=-=-=-_r- - 1=-=Fj = =-=1 =-=-_7rN-_ ? Z-010 b b 6 b b 6 6 b b 6 b o o 6 6 6 2 Lower Level Work Area 1/8" = 1'-0" 1 Wine Cellar Work Area 1/8" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NEW NET LIVABLE AREA NET LIVABLE LEGEND WINE CELLAR AREA 0 SF NEW NET LIVABLE AREA , l C D LOWER LEVEL AREA 0 SF R G MAIN LEVEL AREA 148 SF RED ROOM DESIGN UPPER LEVEL AREA 102 SF TOTAL NET NET LIVABLE AREA 250 SF Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W U 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 E CI1 _1__ — r — _ _ — - T fHc 00 _ 7 — _ REF L E. 0 Ln — — — — — — —I — I — — — — — — — — — � � — , A - — - — - — � — — - -0 j/ 148s ft : Itt :::ft -::I : EIIiI : > L ,A �1 , _7_ i____ _____,H___ _o __ ___ __4 1 -J=-=----------- ----I---r-------------I-=—=--1---=--7 N-- 1 1 -1=-1=—=—=—=—=-_7----_-_ _—_- _ -- =--1----- N-- 1 I I I I I I I DRAWING ISSUE b b b b b b b b b b b b b b b b PERMIT SET 5/320191'03 PM REVISION#1 12/5/2019 6:24 AM 4 Upper Level Net Livable Area 1/8" = 1'-0" 3 Main Level Net Livable Area 1/8" = 1'-0" 9 Q 4 4 4 4 4 Q 4 4 4 4 4 4 4 Q 0 i T _oI I SHEET TITLE a - - — — - — — � — -i — — — — — — — - -0 a - - - - - - - � - -i - - - - - — � NEW NET LIVABLE a - —' - —� — - - — -' — a - — - — - — — — —' — — - — — - — � CALCULATIONS 1. 11111 111111111, 1 e 1111_11 111111111 V 1 ,__,__„. + 0_ :_T•:4-- 3 s _._ CI , cc SHEET NUMBER _.__i_ m I 4( 5) 0 >< -H 1 -0 0- 1- -H _o a__/- r I -T 1 -\__6 a__/- r I -T T —r N--B z—o 1 1 1 1 1 1 1 6 6 b b b b b (5 6 d b b o 6 b b 2 Lower Level Net Livable Area 1/8" = 1'-0" 1 Wine Cellar Net Livable Area 1/8" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT RED]RED ROOM DESIGN Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,Co 81623 970.413.3144 W V C °' cu ., 0 T 0o 'v) o CD U O CD-1v -— Edge of Pavement 03 CD .___ —--—____ 111,111111 . Eastwood Drive 0— c� cn iwli k. — ,.ems �,-- 0 Ln ..name- �e p 1 '_ Gas Meter MEI ���i�I�l�III��� ' IIE I�I I I I 111 II II Dash L ne- dingali III --_ ===_allllllllllllll�ll�l�l��lll llllll_I�II'� Face of Building t Grade • Subdivision Setback _==-ra=== DRAWING ISSUE ii[i[I IIIIIIII ' - � ������������•---------------------= PERMIT SET 6/320191'03 PM ice -----------. ___ _—_ 1W� -_""_- REVISION#1 12/5/20196:24 AM —___ —-—_— Estimated Soil Disturbance ----------------------====================== _ —-—-__ 4. For New Structure =` '== =================-=====================- :_-___¢_ -----:¢ t I-_==-=-=-=======_=_=================== Asphalt --_ asphalt Driveway �_ - t Utility Ease _ g�� ======================= waterMete� Parking SHEET TITLE tilit - -— ___ — Exsiting Hardscape Ar ' Y Easeme t — _— Sefback Line -__ driveway+Building Footprin EXISTING — __ 6-24_1_s ft 1 g _ HARDSCAPE SQ FT Property Line e� -—- —__— — & ESTIMATED SOIL — ___— — — __—_�RetainingWall — DISTURBANCE __ - V Edge of P ---_I SHEET NUMBER avement Roaring Fork Drive Z-012 1 Proposed Site Plan 1" =10' RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT GROSS FIRE AREA Per 2015 IFC,Section 903.2 GROSS AREA LEGEND WINE CELLAR AREA 309 SF Any structures 5,000 square feet or greater as defined by fire area,or R occupancy r D LOWER LEVEL AREA 1,248 SF INDOOR AREA structures with four(4)or more dwelling units and two(20 or more stories in height,or in C MAIN LEVEL AREA 2,132 SF a location that is difficult to access,as determined by the fire code official,shall be —RED ROOM DESIGN UPPER LEVEL AREA 979 SF equipped with an approved automatic sprinkler system including the installation of a fire COVERED OUTDOOR AREA COVERED EXTERIOR AREA 238 SF department connection.A minimum of three sprinkler head hydralic calculation shall TOTAL GROSS FIRE AREA 4,906 SF be submitted for approval by the fire code official,and the official may require a larger number of sprinkler heads,depending upon the structural design submitted. Fire separatinos shall not consititute separate buildings for this purpose, including all R-3 occupancies. Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 FIRE AREA.The aggregate floor area enclosed and bounded by fire walls,exterior walls or fire-resistance-rated horizontal assemblies of a building.Areas of the building not provided with surrounding walls shall be included in the fire area if such areas are included within the horizontal projection of the roof or floor above. W U 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Q 4 E o L - -1 - t - - - 1- L Co 1 1 I I I, illr , a 1 I- 11 L 4 INF a - - - - - - - - -I ■■ - � �� I %%� © —L to s — / o or i _ — a Ij ' %% / @A ml �� �, / r r — Q CD zz I 979 .• �r ® a /_ ��eA%If � / � 0—-—-—I-— - ; yl '-$ -- -- - ��������Attic<5'-6" —-1J a-—- ,====ay 7 ..�y o - --o v , yiA 2132 s• /®mm=m illyffl, jz . ' /f // Z . Alligli*L .7-__ _/A ///x/ 2 a -i . /./• .- - -1 1- -o a--- 1 -J--1-----------7----I---r-------------I------r-----7 -4- 1 1 -f--I----I-------7----� -- - ----- ---- -�- 1 I I I I I I I I I I I I I 1 DRAWING ISSUE b b b o o b b o b b b o b b b o PERMIT SET 5/32 019 1 0 3 PM REVISION 01 12/5/2019 6:24 AM 4 Proposed Upper Level Gross 1/8" = 1'-0" 3 Proposed Main Level Gross 1/8" = 1'-0" 4' Q Q Q o nn Q Q Q Y Q Q Q Q Q P Q j T * SHEET TITLE - - - - - - - - ver ' - //// ° 1 — — — - — — — I — - — — - — a I - � I I� -�- � a -I- -I- -� -I- 3o9s. ft � � � D — -_ 215sgft I � j�� - - - a - - I I — — — 6 - /� /� L — — — ��i�i�-- L — --1 — GROSS FIRE AREA a �1 r'Al !� Ilimm Elm 1 rJJFA44iTe 1 ' 1�1111 1N11111 j -t_� `=' -- - - - - SHEET NUMBER ___ =J= =-=-i=-=-= _ � I - i - � --i 7- I - �_ - r _-_ _-= = =i = =--1 =-=-_J -4_ Z-013 6 6 b o o b b o 6 d b o o 6 b o 2 Proposed Lower Level Gross 1/8" = 1'-0" 1 Proposed Wine Cellar Gross 1/8" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT ROOF ELEVATIONS NOTE: HEIGHTS ARE MEASURED TO MOST RESTRICTIVE GRADE. DEFINITIONS(SECTION 26.104.100) PROJECT 100'=8095'-9" r D DORMER:A SMALL GABLE OR SHED ROOF PROJECTING ABOVE THE C ROOF LABEL# HEIGHT OVER TOPOGRAPHY ACTUAL ROOF HEIGHT PRIMARY ROOF OF A BUILDING.A DORMER USUALLY COVERS A VERTICAL —RED ROOM DESIGN 1 8114'-1 5/8" ROOF HEIGHT 19'-10 3/8" WINDOW. 8094'-3 1/4" SITE EXISTING 8094'-3 1/4" SITE PROPOSED HEIGHT, BUILDING:THE HEIGHT OF A BUILDING SHALL BE THE MAXIMUM DISTANCE POSSIBLE MEASURED VERTICALLY FROM NATURAL GRADE AT 2 8108'-3 3/8" HEIGHT 25'-0" ANY POINT WITHIN THE INTERIOR OF THE BUILDING;AND FROM NATURAL 8083-3108'- 3/ " ROOFE EXISTING OR FINISHED GRADE(WHICHEVER IS LOWER)ATANY POINT AROUND THE Red Room oo Design m PERIMETER OF THE BUILDING TO THE HIGHEST POINT OR STRUCTURE 8083'-3 3/8" SITE PROPOSED WITHIN A VERTICAL PLANE. SEE SUPPLEMENTARY REGULATIONS-- 812 Grand Avenue,Ste 203 ( Glenwood Springs,CO 81623 SECTION 26.575.020, MEASUREMENTS AND CALUCLATIONS. 970.413.3144 3 8114'-1 5/8" ROOF HEIGHT 19'-10 3/8" 8094'-3 1/4" SITE EXISTING 8094'-3 1/4" SITE PROPOSED i----- // 13'Aill ° ° T 4I 1 I I 1 1 1 V — 1 , III VIUCI IVI L11R IWI I 7MITI:171717171717 CD .� ---- --- -------------4 LTD heght,xempt from �- - - - - --------- I�TTTTTTfiTTT --- - - - -t-----------—t ------ ---- 0 TTTTTTTTTTTTTTT Drip Through 1 \�-- •— C TTTTTTTTTTTTTTTTTTT DripThrougDeck Below T� Qeck Below 1 TTrTTTTTTTTT _ Master Deck Below �T r T r -- LL I I eTT'TT' Existing to Remain I I is O r� ..� T•TTT TTTTT. 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Lt tlll PROJECTION<10.FRO � llyyil�yy� ��y�■� TTT yl llllllllllllll. CON ECTi B BUILDING ■�F■F■ _. 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I�FFFFFF F ,., FF lllllllllllllllllll �.LyyyyyyyyyylLyyyyyyyyyy■iA ���F�F� � '�F:r **N-�F��� lylylylylylylylylylylylylylylylylylyly-iy'LllZlZlZllZllylZlZ�LlllZlZlZllZlllll■ a- ---—-—-- -e_I-e_L-e.,!I_L e_!e_!s_.�.,.-_._L._L._e.I�11—IL11...I.I1111._, I LL—ILIlI.L.I.11L�ylyl♦lil♦lyl♦lilylil♦l lylyl♦lil♦lyl♦lilyii . M -— —--0 1 U-U-■U-r•-U-U-r■-rr- MATCH EXISTING.1. 'iV y.Llylylylylylylylylyly�lLlylylyllylylyllylyl■1• a — — — — — — — — — — I�L�rL��L�r .�� r1 — — — — — — — — — — — i�il�lr�iy�l�.y�l�yyl�l�.l��i�l�l�l�y�l�.y�.l�yyl�l�.�.1i�wag— — SHEET TITLE a--- - HEIGHT OVER TOPOGRAPHY IIIIIIIIIr 1 1.-13/4" b , o c� b b b SHEET NUMBER Z-201 , Height Over Topography 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT ROOF ELEVATIONS NOTE: HEIGHTS ARE MEASURED TO MOST RESTRICTIVE GRADE. DEFINITIONS(SECTION 26.104.100) PROJECT 100'=8095'-9" RED DORMER:A SMALL GABLE OR SHED ROOF PROJECTING ABOVE THE C ROOF LABEL# HEIGHT OVER TOPOGRAPHY ACTUAL ROOF HEIGHT PRIMARY ROOF OF A BUILDING.A DORMER USUALLY COVERS A VERTICAL —RED ROOM DESIGN 1 8114'-1 5/8" ROOF HEIGHT 19'-10 3/8" WINDOW. 8094'-3 1/4" SITE EXISTING 8094'-3 1/4" SITE PROPOSED HEIGHT, BUILDING:THE HEIGHT OF A BUILDING SHALL BE THE MAXIMUM DISTANCE POSSIBLE MEASURED VERTICALLY FROM NATURAL GRADE AT 2 8108'-3 3/8" ROOF HEIGHT 25'-0" ANY POINT WITHIN THE INTERIOR OF THE BUILDING;AND FROM NATURAL OR FINISHED GRADE(WHICHEVER IS LOWER)ATANY POINT AROUND THE 8083-3 3/8" SITE EXISTING PERIMETER OF THE BUILDING TO THE HIGHEST POINT OR STRUCTURE Red Room Design 8083'-3 3/8" SITE PROPOSED In order to finish reviewing this permit we will require: W (SEE A VERTICAL PLANE. SEE SUPPLEMENTARY REGULATIONS 812 Grand Avenue,Ste 203 All Proposed elevations,including east and west, Glenwood Springs,CO 81623 All existing elevations,Including n,s,e&w SECTION 26.575.020, MEASUREMENTS AND CALUCLATIONS. 970.413.3144 3 8114'-1 5/8" ROOF HEIGHT 19'-10 3/8" All elevations must have existing and proposed grades 8094'-3 1/4" SITE EXISTING shown and labeled. 8094'-3 1/4" SITE PROPOSED T T T 1'-1 3/4"- ) T T T W V j IQ fi 1 EXTENSION OF p1111111111II1111'r•' I : _ immismimimm •(J) L- CO EXISTING 6:12 ROOF 1 � v LL PROPOSED CHIMNEY PROJECTION<10' /' W O FROM HEIGHT OF BUILDING CONNECTION = // PER 26.575.020.F4.a _� Wil '1 I_ 1 _ - L YE. '� �n Ci I, . .3 I 0 F.A ..... _. . , , . , , . , , . , , . , , . , , . , , . , , . , , . , , . , , .,,. „,, ,1 4 --// I __ > , __::> --- --- , „ ‘, T.O.PLY F.T -:,,,, _ , , . 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BUILDING DEPARTMENT ROOF ELEVATIONS NOTE: HEIGHTS ARE MEASURED TO MOST RESTRICTIVE GRADE. DEFINITIONS(SECTION 26.104.100) PROJECT 100'=8095'-9" D E R DORMER:A SMALL GABLE OR SHED ROOF PROJECTING ABOVE THE ROOF LABEL# HEIGHT OVER TOPOGRAPHY ACTUAL ROOF HEIGHT PRIMARY ROOF OF A BUILDING.A DORMER USUALLY COVERS A VERTICAL —RED ROOM DESIGN 1 8114'-1 5/8" ROOF HEIGHT 19'-10 3/8" WINDOW. 8094'-3 1/4" SITE EXISTING 8094'-3 1/4" SITE PROPOSED HEIGHT, BUILDING:THE HEIGHT OF A BUILDING SHALL BE THE MAXIMUM DISTANCE POSSIBLE MEASURED VERTICALLY FROM NATURAL GRADE AT 2 8108'-3 3/8" HEIGHT 25'-0" ANY POINT WITHIN THE INTERIOR OF THE BUILDING;AND FROM NATURAL 8083-3108'- 3/ " ROOFE EXISTING OR FINISHED GRADE(WHICHEVER IS LOWER)ATANY POINT AROUND THE Red Room oo Design m PERIMETER OF THE BUILDING TO THE HIGHEST POINT OR STRUCTURE 8083'-3 3/8" SITE PROPOSED WITHIN A VERTICAL PLANE. SEE SUPPLEMENTARY REGULATIONS-- 812 Grand Avenue,Ste 203 ( Glenwood Springs,CO 81623 It appears as if the existing roof is non-compliant SECTION 26.575.020, MEASUREMENTS AND CALUCLATIONS. 970.413.3144 3 8114'-1 5/8" ROOF HEIGHT 19'-10 3/8" for height. Per 26.312.030,Non-conforming Structures,as well as 26.575.020.B,Limitations, non-conformities may not be expanded. Y Y 'T' 'T' 'T' 'T' 'T' I PROPOSED DORMER, I HEIGHT EXEMPTION PER 26.675.020.R2.y Please see 26.575.020.F, ;� Measuring Building Heights,for how to measure"roofs with u) , II It multiple pitches within one vertical / 1 14'-11 3/4" ► plane. Please show how these V two roofs combined meet that (1)height methodology. CCDL. PROPOSED CHIMNEY �/ • I ffi_ w PROJECTION<10'FROM EXISITING 6:12 ROOF HEIGHT OF BUILDING �L , CONNECTION PER CO : 26.876020.F.4.a 0 �N I♦M PROPOSED 1:12 ROOF 1 • LL O � CI) -IIIIIIIII 0 L) -----_ _----- - El .1- I I I ii vr7SSSMetal to Match /1/ • Mai l�l Window Cladding v , CC Q :=ffis , ...ma _„ ,› = ,._.,. = _ = i ,..r) o� _ . 1 11111=11111111111 I G, i Guardrail Per / � r INII �� uaail e IRC 312.1.2 i^ oo IRC 312.1.2 �'o T.O. PLY100'-0" reiz /// / / \ \ / / /' //� \ <//// / IF I / I )I -� r—. DRAWING ISSUE Il11 ���1�l1l.l.1/ll Guardrail Per ' PERMIT SET 32019103PM :I Guardrail Per , IRC 312.1.2 REVISION#1 12/5/2019 eza AM IRC 312.1.2 - I , 1 T I Handrail Per . I I I / IRC 311.7.8 -•; I, / , ��® ���� ��������������� ®�� �® ��®�����������®����� �� �® �� �� �®�� ��� ������� ♦�� ♦� eft efl �� ��� ��� SHEET TITLE O�� ®p ®� p® gyp® p�� O�® �p ®p ��®� gyp® �p�® pp� �p ®p ��� ��® gyp® pp� O�� ®p� ��O ��® gyp® p�® �p®®p� ®O ��® �p� p�® �p� ®p� ��O ��® �p� p�® �p� p� ® �® O® • p��® �p �® O® �p� �p ® O� p® �p p ® �® �p� ��p ���®����®' �o o �• �® ��® ���® ���® �o ®o �®• ��®. ���® ���� �o o �• �® ���® ����� ��o o • �. �.® o o ®� �® �� �.® o® o�'�®��`�®� ��`�.® o® ��®®��`���`��°���® �® ��' �`® �`o�o����. .`� �.�'®�o�,�o�� ��® .®®o��o HEIGHTS ®��� ®�� p® p��p��® •44 •p ®p ®� p® p�� O��® ���� ®��� ®� p®� �o� o�® ���® ��� ��� ®� �o® �o�® ���� ��� ��� ®� p�® �o�® o��� ��� ®�� ®� p�� p��® ���® ��� ��� ®� p�� p��� ���® ��� ��� p®� p�® o��o��® ��� ®�� p®� p�® o�® ���������®®�o p®o p��� ����� 'r � .�5/2020 SHEET NUMBER Feacomcomvuoin ��®. ���® ����® ����® ��4. ��. �. ® ��� ��® ���® ��. �. . ® �® ��® �p ®gyp �®• �� ® ® . ®. ��®. ���� ����® ���® ��. ®�. ��. ���® ����®°����� ��� �. .`��°��®°�������� �� .`®�°�®°���®°��� ��� ��® ®®°��° Z-2 0 3 ZA 1 Proposed South Elevation 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT FLOOR ELEVATIONS BRU PROJECTNOTE: GREY 100'ACKG=8095-9O" ND DENOTES EXISTING SURVEY. D WINE CELLAR-T.O. CONC =82'4 3/8" (8078' 1 3/8") C LOWER LEVEL-T.O. CONC =91'-3 7/8" (8087'-7/8") RED ROOM DESIGN MAIN LEVEL-T.O. PLY = 100'-0" (8095'-9") UPPER LEVEL-T.O. PLY = 109'-0" (8104'-9") Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W V C w •� 0 v 0o (r) 0 Q) I-L O 1_ Ln Edge of Pavement cBCD 14411111011111114111. Eastwood Drive 0 0_ • fit Amin ,/ L O ytl1'• t%�� a - —- 3il ' Electric Meter t7 • .- 0 .''',A .:,,,v4:6 -11117....4 , ,_ WNW Gas Meter DeckIMi Deck ___________________I Deck Dash Line=Face of Building at Grade CI Subdivision Setback �N DRAWING ISSUE _ 1111 R§ SSSM____=___ _ t -- ,-------------------- ---- -------- PERMIT SET 5/320191:03 PM � = III t_ _Il 111 REVISION 41 12/5/20196:24 AM I�-f- --II III--- 1 .r_ ��7 yil;LL-t liili =====_ ��1 I Ill tr=t_ - -- 1111.111 '_____________________' __ . +r tr =-IIy.II-_-_¢_ __________________ ____ ___ ______ / _ IIII ;_ , -IIII- -_f--- ---------------------- ___________' • T 4 Lt= -=lid ¢ —___ ______________•-- ------ ------- iii _ Aspha 111+fr II =.=_f_ __________________________________________ I;I >t I� 1— _________ ____-==================== Asphalt s ;�`� Drive II t I . .I _____________ 6, 1:-- ---... .,.1 1 1 11-- -------------- ----------------------• Parking g 1 s �_ Utility Ease ent __ ------- ===='============= water Meter n / SHEET TITLE tility Ease — me�t etback Line = / p e __ ;� EXISTING SITE rop rrtyLine --___ - _ _ __ _ PLAN _ _ Retaining Wall / / 1/ / Edge of P -- SHEET NUMBER Roaring avernent Fork Drive �1�����U 01/31/2020 J A-001 X FOROOMAXIMPIACE tonyf 1 Existing Site Plan 1" = 10' RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT FLOOR ELEVATIONS NOTE: GREY BACKGROUND DENOTES EXISTING SURVEY. PROJECT 100'=8095'-9" r D WINE CELLAR-T.O. CONC =82'-4 3/8" (8078'-1 3/8") C LOWER LEVEL-T.O. CONC =91'-3 7/8" (8087'-7/8") —RED ROOM DESIGN MAIN LEVEL-T.O. PLY = 100'-0" (8095'-9") UPPER LEVEL-T.O. PLY = 109'-0" (8104'-9") Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W ) C °' CU ' 0 v • s Co � 0 CD '-L O cC F v .9 Edge of Pavement UI cB Allania IIIIIPIIIIIIIMIIIIIIIIIIIIIL Eastwood Drive n cn .ice L O Q 1111F Li) --—--— �� I ,Electric Meter H , n` miiirl6. 4-ill Wig Gas Meter_ o ��,/ 40/ �111 I !I _ III I IIII Dash Line=Fac of Building at Grade � cu ' Q�Subdivision Setback ;WIII1111111111..........j IIII, _-^IIIIIIIIIIIIII�I,II�I��IIIIIIIIII�IIIIII��II,,,. DRAWING ISSUE a-vr ,IIIIIII I IIIIIIII == _______' PERMIT SET5/32019103 PM . ---_—_—_—_—_—_—_—_—_—_—_—_—_---------" rr 1111111I1 _ 1I"�, —�IIIIIIIIIII l _____ /I REVISION#1 2/6/20196:24AM AM —'— ''1'1'1'�'� =======================- _=====_=============_ 2 v — —___ _�• EEEEEEEEEEE'i�i�i�i�i�r r r r t t t t r r �i�ili�i'===================-=='==______=_____________' _Wilt& IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ri•_________________ ______________ ��11�111�1�1�1�1�1�1�1�1�1�111�1�1�1�1�1�1�1�1�1�1�1 ===== --- As haltsI I I I I I I I I I I I I I I I I I I I I I I I 1= _________.--- -------------- p /IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III pull-=========___________„__—====================' 6 sphalt Driveway `_ !f!e!1!1!dl!1!I!1!1!1!1!1!1!1!IMI!1!I!1!1!1!1!41r--------------- Parking SHEET TITLE ATEVIMIff Vtlilty EdS- thhh hhh44�i��tihhhIthw�-_ - ----------====================== Water Meter — - LI 111I1I I!L61,11 1 >5095 - - __ _________________=� /r, tility Ease melt — __ etb k Li e — Property Line e_ -__- - ______ PROPOSED SITE __— —_ - � PLAN -_ - Retaining Wall 1 Edge of P —-- / SHEET NUMBER -------- — avement - — Roaring Fork Drive rleWle 11) 01/31/2020 j A-001 FORCODEGMFIANCE tonyf 1 Proposed Site Plan 1" = 10' RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT GENERAL NOTES: NOTES: WALL DEMO LEGEND [1]ALL EXISTING DOORS AND WINDOWS TO BE DEMOLISHED D [1] DIMENSIONS TO FACE OF FRAMING, GRIDLINE,AND/OR ROUGH EXISTING TO REMAIN [2]ALL EXISTING EXTERIOR SIDING TO BE DEMOLISHED OPENING OF DOOR/WINDOW U.N.O. _ [3]ALL EXISTING WOOD FRAMED DECKS TO UNDERGO NORMAL MAINTENENCE [2] 0 INDICATES DOOR,SEE DOOR SCHEDULE ON A601 &A602 —J WALL TO BE DEMOLISHED [4]ALL EXISTING EXTERIOR RAILINGS TO UNDERGO NORMAL MAINTENENCE —RED Roots DESIGN [3] ® INDICATES WINDOW,SEE WINDOW SCHEDULE ON A603-A605 [4] FOR ALL BEAM AND COLUMN LOCATIONS, RE: STRUCT [5] GENERAL CONTRACTOR TO VERIFY LIGHT AND VENTILATION PER Red Room Design IRC R303.3-IF ROOM DOES NOT REQUIRED GLAZING AND 812 Grand Avenue,Ste 203 Pro•ert Line Glenwood Springs,CO 81623 VENTILATION,ARTIFICIAL AND MECHANICAL DEVICES TO BE USED PER 970.413.3144 EXCEPTION 1-12 _ ______—_-------- [6] GARAGE SEPARATION AND OPENINGS PER IRC R302.5AND R302.6 °' [7] OPEN RISER STAIRWAYAND HANDRAILS PER IRC R311.5 _ ____ [8] GUARDRAILS PER IRC R312 —---------- [9] INSTALL SMOKE ALARMS PER NFPA 72 REQ'S PER IRC R313 — Utility Easement—__—- —-- — [10] INSTALL CARBON MONOXIDE DETECTORS _ — —_—___—-—-— — —-—-—-— [11] ILLUMINATE STAIRS PER IRC R303.6. MINIMUM OF 50 — — —_—-—-—-—-—— — — - PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY __—-—-—-—-—-— LAMPS PER 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7.SEE _Ut_ili� m —Easeent _ _ -— — — TYPICAL ASSEMBLIES ON A501 FOR DETAILS. - — ^ , [12] RADON MITIGATION PER IRC APPENDIX F. SEE TYPICAL DETAIL OF €� Q QQQ 0®, Q Q Q VJ SYSTEM ON A501. CD [13] DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. IF A , CONFLICT ARISES, NOTIFY ARCHITECT. Remove Door and Match 1 1 1 Exterior Wall Condition I I I 1 I a I ----'----:I I Wine Cellar i /'1 CU la) CU — I — — I CD— t„ I 0- - - I', CDQ Setback Line _ — — ° --. I Q — - --h. =-- . a= . le - - - - - -- -- - - - - - - - - - - - - - - - - - '- - - -0 ° © -—---—-— -- ---------- — — — - a A 1 — — f•`- - - ----- -� 0 AI I WI DRAWING ISSUE 1 1 PERMIT SET 5/32 019 1 0 3 PM I I� REVISION Al 12/5/2019 6:24 AM o 1 L; 11 SHEET TITLE I'~ EXISTING WINE a — — — — — — — — — � — — —I — — — — — — — — — — — — — — — —-—-—- -—-—-—-—-—-—-I=- - CELLAR FLOOR ---_-_ _ a j `- -0 PLAN — — _— --____ I I Utility Ea— __ serpent —-- ---I— __ SHEET NUMBER — ____ — — _ — Setback Line b — — -b_ _ _ _� b b b b Utility Easement — ____ — — _ —-___ t EWIE n __ _ _ A-100X ____ _-7-______--------------- __ 01/31/2020 _-- tonvf 1 Existing Wine Cellar 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT R01 GENERAL NOTES: NOTES: WALLDEMO LEGEND [1]ALL EXISTING DOORS AND WINDOWS TO BE DEMOLISHED D [1] DIMENSIONS TO FACE OF FRAMING, GRIDLINE,AND/OR ROUGH EXISTING TO REMAIN [2]ALL EXISTING EXTERIOR SIDING TO BE DEMOLISHED OPENING OF DOOR/WINDOW U.N.O. [3]ALL EXISTING WOOD FRAMED DECKS TO UNDERGO NORMAL MAINTENENCE _,WALL TO BE DEMOLISHED [4]ALL EXISTING EXTERIOR RAILINGS TO UNDERGO NORMAL MAINTENENCE —RED ROOM DESIGN [2] � INDICATES DOOR,SEE DOOR SCHEDULE ON A601 &A602 [3] ® INDICATES WINDOW,SEE WINDOW SCHEDULE ON A603-A605 [4] FOR ALL BEAM AND COLUMN LOCATIONS, RE: STRUCT [5] GENERAL CONTRACTOR TO VERIFY LIGHT AND VENTILATION PER Red Room Design IRC R303.3-IF ROOM DOES NOT REQUIRED GLAZING AND 812 Grand Avenue,Ste 203 Pro•ert Line Glenwood Springs,CO 81623 VENTILATION,ARTIFICIAL AND MECHANICAL DEVICES TO BE USED PER 970.413.3144 EXCEPTION 1-12 ____ [6] GARAGE SEPARATION AND OPENINGS PER IRC R302.5 AND R302.6 _ _ ____ [7] OPEN RISER STAIRWAYAND HANDRAILS PER IRC R311.5 ___—____—--— [8] GUARDRAILS PER IRC R312 —__—--——--— [9] INSTALL SMOKE ALARMS PER NFPA 72 REQ'S PER IRC R313 — Utility Easement—__—- — — — [10] INSTALL CARBON MONOXIDE DETECTORS _ — —_—_—_—-—-— — i — — — ____________ __: [11] ILLUMINATE STAIRS PER IRC R303.6. MINIMUM OF 50 -—-— —— —-— PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY -—-— --—-—-— — —-— LAMPS PER 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7.SEE Ut_ili y Easement _—_ - -—-— TYPICAL ASSEMBLIES ON A501 FOR DETAILS. __ -—-—-—-— ^ , [12] RADON MITIGATION PER IRC APPENDIX F. SEE TYPICAL DETAIL OF Q Q Q Q Q AI Q Q Q U SYSTEM ON A501. U CD [13] DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. IF A CONFLICT ARISES, NOTIFY ARCHITECT. 1 1 1 1 O ,..7) I I DI\ 0 I I 0 0 I Please provide `) - --- - �- - - - , Y -�- - 7l- V�---.. � - - - - �- - - - - - - -- - �J details on what portion of this DN 1 0) Li deck Egress Window I Egress Window LJ. _ is being demolished. ,' I Per IRC 310 Per IRC 310 E- lf structure is being , _ ' Q) demolished and you I Deck — I — — — — — 1 0 Q plan on rebuilding it, to you will need to show 7a-------- i--- -- ------------- --- ----- ----- - - - --- -_-- —T _ _ �I,l -------1 •� 0 how that constitutes __ „maintenance". — Line _ �� Bed2 I OLn Setback L' R01 7 11 k. p — — — fi —= J� — — — — — — — — — — — — —� j — — — — — -F ----------t-------'s miiiv , Storage il, ® DRAWING ISSUE ------- Recreation Room I- - 1;=- Hall UP PERMIT SET 5/320191:03 PM ,,Nj L-- ,I, REVISION#1 12/5/20196:24 AM i` \k-" _ Bath#1 5 1 , I1,- /�� - �q I - - - --- ,____ _$m O j •. .-Il'i,L ~'D a ED I SHEET TITLE a - — - — - a a L- - - — - - - — - — - — — — sIO 'I' EXISTING LOWER — — — — — — — — — — — — — — ,sisastructurT — — — — — — — — — — — T' . a . -• -_; -_1. - E LEVEL FLOOR --___ 1a- — Beam and post that is `- --0 PLAN —-—-_ arrying all the wayl — — _ Jp to the roof. _ —-—- -therefore,it will nead I —- to be shown in the —_ _ Utility Easement demolition drawings. I —-- I —_ SHEET NUMBER ____ — — _ — Setback Line:4:Iiii_ —Q__ ___ _ QQQo®, Q Q Q UtilityEaserpQn — — - �f� ____-_ _ _-_ _ 101V/31t1/2020 lW � A-101X tonyf 1 Existing Lower Level 1/4" = 1'-0" RECEIVE 12/20/2019 ASPEN BUILDING DEPARTMENT Aot GENERAL NOTES: NOTES: WALL DEMO LEGEND [1]ALL EXISTING DOORS AND WINDOWS TO BE DEMOLISHED D [1] DIMENSIONS TO FACE OF FRAMING, GRIDLINE,AND/OR ROUGH EXISTING TO REMAIN [2]ALL EXISTING EXTERIOR SIDING TO BE DEMOLISHED OPENING OF DOOR/WINDOW U.N.O. _ [3]ALL EXISTING WOOD FRAMED DECKS TO UNDERGO NORMAL MAINTENENCE [2] 0 INDICATES DOOR,SEE DOOR SCHEDULE ON A601 &A602 -J WALL TO BE DEMOLISHED [4]ALL EXISTING EXTERIOR RAILINGS TO UNDERGO NORMAL MAINTENENCE —RED Roots DESIGN [3] ® INDICATES WINDOW,SEE WINDOW SCHEDULE ON A603-A605 [4] FOR ALL BEAM AND COLUMN LOCATIONS, RE: STRUCT [5] GENERAL CONTRACTOR TO VERIFY LIGHT AND VENTILATION PER Red Room Design IRC R303.3-IF ROOM DOES NOT REQUIRED GLAZING AND 812 Grand Avenue,Ste 203 Pro ert Line Glenwood Springs,CO 81623 VENTILATION,ARTIFICIAL AND MECHANICAL DEVICES TO BE USED PER 970.413.3144 EXCEPTION 1-12 _____—__------- [6] GARAGE SEPARATION AND OPENINGS PER IRC R302.5 AND R302.6 _ __ [7] OPEN RISER STAIRWAYAND HANDRAILS PER IRC R311.5 _ _— Your structural — — ____—--—--—-_— [8] GUARDRAILS PER IRC R312 —__—--—— — [9] INSTALL SMOKE ALARMS PER NFPA 72 REQ'S PER IRC R313 — Utility Easement —--— — [10] INSTALL CARBON MONOXIDE DETECTORS _ — —_—___—- - — —-—-—-— [11] ILLUMINATE STAIRS PER IRC R303.6. MINIMUM OF 50 _ —_—_—-—-—-—— — — PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY drawings — — — — — LAMPS PER 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7.SEE Utiii y Easement _—_—-snag-Fe-beam holding up TYPICAL ASSEMBLIES ON A501 FOR DETAILS. __ —_—-—-—- the deck is being lowered". In order to (I [12] RADON MITIGATION PER IRC APPENDIX F. SEE TYPICAL DETAIL OF Q1 Q Q maintain this Q Q 0 Q Q Q Q.) SYSTEM ON A501. non-conforming deck V I please show how the [13] DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. IF A lowering of the beam I I C CONFLICT ARISES, NOTIFY ARCHITECT. I constitutes maintenancR. 121 LTD I RO L TTB—al .� ....a.ler.o�s.ae.oa=a�amelham�s.aaa..s1 •V 00 G 2' immemmnssmssms. 1 ; - - p + O ii 1 t Deer I lJ q C r F i Breakfast II (3 (1) Deck 41 Kitchen ESai — — — Ef m — I — -- — — --—- -— 0 •II cc N t _„,,,,,ail- - - - — =— - � a. Setback Line =`,�_ - , — — II I 1 I Laundry rr --y ' .�'LL-- �° � t,-, rt © ---------1-------- ------------r---------r iDiningRm Stair 7DNL _#__�_ l��IL, {{it-r-__i u t I ® DRAWING ISSUE I iJ I i Gara e Great Room g PERMIT SET 5/32 019 1 0 3 PM _ _\ i�� `�\ i�' `�; i�' REVISION#1 12/5/2019 6:24 AM - - Fy � 4a---------�----- - - ------- - -I= - 1 --- • --'--- - ---- --- 1 -----------� -----------+----------- ------ll lJ r "' r Entry Bea h Existing Hatch to Attic I' 1i _ __ ( -) Guardrail Per . I I F - I . IRC 312.1.2 ' 1 _ --'� Bath 3 Egress Window L/ _�`_ E fir �-J� Per IRC 310• SHEET TITLE Stair 2 u CD- -—-—- . — — — — — — -- =gym» '_ _ : w r— — — — — — — — — — — a — — — — �!— — — — — — ':------- �_ p — — — — — — — — — — — — — — — . EXISTING MAIN 3SII�IIuP FLOOR PLAN - - _ _— ___ Utility Ea_ cement--- -�--__ SHEET NUMBER setback une b _ _ Q Q a® Q Q Q Utility Easement— — ___— — — __ — ---7------ — — _ n �U E 1-1Ict A-102X ____ —-___ 0i/3i/202o. N > tonyf 1 Existing Main Level 1/411 = 1'-0" RECEIVE 12/20/2019 ASPEN BUILDING DEPARTMENT GENERAL NOTES: NOTES: WALL DEMO LEGEND [1]ALL EXISTING DOORS AND WINDOWS TO BE DEMOLISHED D [1] DIMENSIONS TO FACE OF FRAMING, GRIDLINE,AND/OR ROUGH EXISTING TO REMAIN [2]ALL EXISTING EXTERIOR SIDING TO BE DEMOLISHED OPENING OF DOOR/WINDOW U.N.O. [3]ALL EXISTING WOOD FRAMED DECKS TO UNDERGO NORMAL MAINTENENCE J WALL TO BE DEMOLISHED [4]ALL EXISTING EXTERIOR RAILINGS TO UNDERGO NORMAL MAINTENENCE —RED Roots DESIGN [2] � INDICATES DOOR,SEE DOOR SCHEDULE ON A601 &A602 [3] ® INDICATES WINDOW,SEE WINDOW SCHEDULE ON A603-A605 [4] FOR ALL BEAM AND COLUMN LOCATIONS, RE: STRUCT [5] GENERAL CONTRACTOR TO VERIFY LIGHT AND VENTILATION PER Red Room Design IRC R303.3-IF ROOM DOES NOT REQUIRED GLAZING AND Property_Line 812 Grand Avenue,Ste 203 VENTILATION,ARTIFICIAL AND MECHANICAL DEVICES TO BE USED PER Glenwood 7o4133;CO 81623 EXCEPTION 1-12 ___ [6] GARAGE SEPARATION AND OPENINGS PER IRC R302.5AND R302.6 _ [7] OPEN RISER STAIRWAYAND HANDRAILS PER IRC R311.5 _ __ [8] GUARDRAILS PER IRC R312 Utility Easement —__—__—--— — [9] INSTALL SMOKE ALARMS PER NFPA72 REQ'S PER IRC R313 ___ __ _ _ [10] INSTALL CARBON MONOXIDE DETECTORS -- — _ — —_—_—_---- -- ------- [11] ILLUMINATE STAIRS PER IRC R303.6. MINIMUM OF 50 — — —_—_---------- PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY __—-—-—-—-—-— LAMPS PER 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7.SEE Utility Easement —-—_—_—-—-— TYPICAL ASSEMBLIES ON A501 FOR DETAILS. _ -—-—-—-— ^ , [12] RADON MITIGATION PER IRC APPENDIX F. SEE TYPICAL DETAIL OF Af Q Q t t 0®, t Cr) Q V SYSTEM ON A501. QJ [13] DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. IF A CONFLICT ARISES, NOTIFY ARCHITECT. I I I I 0 L u u u u � u u u u u '= C Master Deck � " ' 5:121 — — - - 0 Q Setback Line _ J - - TTT TT4 T j H O II 0 N— ii ss - II II II II II II _. UP _ t_._,r s I I Loft, - Master Bed +__ Master Bath < -_ II 0 Closet I' WI DRAWING ISSUE .„ _ j PERMIT SET 5/320191:03 PM OPEN TO BELOW �_---=3 REVISION#1 12/5/20196:24AM 111 111 " ----T---iiii T� - - - - Attic lJ 11: i ��;---- --1F-_i�--Y- �\`�� - L Existing Hatch to Attic l!i &F OPEN TO BELOW J I I I I IIIIIIIIIIIIII L f ;--- --- I II II II II II II II II II II I'r i � SHEET TITLE , V---- J L f II II II II H H H H H H II II II II II II II II II ` Stag 2, 1 --- ts �i �I i � a + - -_ _-_-_-_ tLlF - - ---0 EXISTING UPPER i LA --_ a -- --0 FLOOR PLAN _ _—__ Utility Ease _ _ _ ment I _____ Setback _-__ SHEET NUMBER if Line — Utility Ea meat _ __ se _ _ _ — -—------7 Sup A-103X - - 1441 D1/31/20201) N FORCODECUMPLIANE tonyf 1 Existing Upper Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT GENERAL NOTES: NOTES: WALL DEMO LEGEND [1]ALL EXISTING DOORS AND WINDOWS TO BE DEMOLISHED D [1] DIMENSIONS TO FACE OF FRAMING, GRIDLINE,AND/OR ROUGH EXISTING TO REMAIN [2]ALL EXISTING EXTERIOR SIDING TO BE DEMOLISHED OPENING OF DOOR/WINDOW U.N.O. [3]ALL EXISTING WOOD FRAMED DECKS TO UNDERGO NORMAL MAINTENENCE -J WALL TO BE DEMOLISHED [4]ALL EXISTING EXTERIOR RAILINGS TO UNDERGO NORMAL MAINTENENCE —RED ROOM DESIGN [2] � INDICATES DOOR,SEE DOOR SCHEDULE ON A601 &A602 [3] ® INDICATES WINDOW,SEE WINDOW SCHEDULE ON A603-A605 [4] FOR ALL BEAM AND COLUMN LOCATIONS, RE: STRUCT [5] GENERAL CONTRACTOR TO VERIFY LIGHT AND VENTILATION PER Red Room Design IRC R303.3-IF ROOM DOES NOT REQUIRED GLAZING AND 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 VENTILATION,ARTIFICIAL AND MECHANICAL DEVICES TO BE USED PER 970.413.3144 EXCEPTION 1-12 [6] GARAGE SEPARATION AND OPENINGS PER IRC R302.5 AND R302.6 [7] OPEN RISER STAIRWAYAND HANDRAILS PER IRC R311.5 [8] GUARDRAILS PER IRC R312 [9] INSTALL SMOKE ALARMS PER NFPA72 REQ'S PER IRC R313 [10] INSTALL CARBON MONOXIDE DETECTORS [11] ILLUMINATE STAIRS PER IRC R303.6. MINIMUM OF 50 PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7.SEE TYPICAL ASSEMBLIES ON A501 FOR DETAILS. ^ , [12] RADON MITIGATION PER IRC APPENDIX F. SEE TYPICAL DETAIL OF Q Q Q Q Q Q Q Q L.)SYSTEM ON A501. L (1)[13] DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. IF A I I CONFLICT ARISES, NOTIFY ARCHITECT. E 0 I I 11-LIITLIILIITLIILIITLIILITUTE�Ir. 'I /) O r � O Drip Through 3eck Below _ Drip Through Deck Below 7_ E_ Master Deck Below r , ^ Q) • Q a TTTTTTTTTTTTTTTTTT I� 4— — — fl 0 O TTTTTTTT ''`^, TTTTTTTTTTTTTTTTT I I-- --- - - - - - - - - - - - - �I 1 1 1 1 1 1 1 1 111 II II II III II 111I1 'I11II ' I II �TT�T.�TT.�T .� - - - - ---- 6 -T-R..TR.TIPSPT T , T - - 6 TTTTTTTTTTTTTTTTTTT7 ____ __ YTTTTTTTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTT 1 _ _ _ _ _ _ TTTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTT , nUtu Hut° Hut° Hut° Hut° Hut° Hut° Hut° Hut° Hut° Hut° HU,L l� Q1r �� s0-----------r------- 'j ______ _ -----T � 1��r � 1r'� — — -0 F = _ _ _ _ _ _ = II it II it II it II it II it III it II it II it II it II it II it DRAWING ISSUE = _____— j rT�TTTTTTTTTTTTTTTTTTTTTT 1 Zylyl1yl1ylyyy Existing Mechanical T � �1r111r111r111r11Z PERMIT SET 5/320191:03 PM TTTTTTTTTTTTTTTTTTTTTT 1 yyy yyiyyyyyyyyyy REVISION#1 2/5/2019 6:24 AM TTTTTTTTTTTTTTTTTTTTTTT yyl • yllllllllll■l = _ _ _ _ _ F Tf�fTTL4TTyyTTTTyRyyTTTTyyTTTT.yTTTT#-iiii yTTyTTyTTTTyTTTTTTTTyTTyTTyTTTTTTTTyTTTTTTTTyTTTTTTTTyTTyTTyyyTT�TTyTT�TTyyTTTTyTTTTyyyTTyTTTTyy'lyyyyyyyl�yyyy yl yyyylyyyylyyy ylyyyylyyyy yl�yyyyyliyyyyyNyyl yyyyy��.•�Zy'�ylylyyyyyyylylyyyyyyyylylyyyyyyylylyyyyyyylylyyyyyyylylyyyyyyylylyyyyyyylylyyyyyyylylyyyyyylyly y a ��� �TT��� ��� � .. ,,..� ��.... ... ,,i„ , , ii,, ,:, ,A, eir, , l� l.., �yyyy, -—--—-_c � y . .� T.I _ _ _ _-{_- _-_-_ ______{_ {_ yyyyyyy 1y SHEET TITLE Existing Downspout , 10- — - —-—-±—__:_--__� _-- _ =R R - = yyyyyyyyyyyyyyyyyyy1Li,.,iIm E6 •6, .,a1 Air 060' -—--—--0 it li I a - — - — - — - — — — - — - - - — - � � b .6 � � � .6 -o EXISTING ROOF 4- - - __1_ - - - - - - - - - - -4- - - I � yI ury � Tyy � y T �, u PLAN 0- - - -0 I I I I SHEET NUMBER b b Q Q Q Q Q Q rA-104X 01/31/2020, N FOR 001kGrARIANCE tonyf 1 Existing Roof Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT GENERAL NOTES: WALL DEMO LEGEND NOTES: [1]ALL EXISTING DOORS AND WINDOWS TO BE DEMOLISHED D [1] DIMENSIONS TO FACE OF FRAMING, GRIDLINE,AND/OR ROUGH EXISTING TO REMAIN [2]ALL EXISTING EXTERIOR SIDING TO BE DEMOLISHED OPENING OF DOOR/WINDOW U.N.O. — [3]ALL EXISTING WOOD FRAMED DECKS TO UNDERGO NORMAL MAINTENENCE [2] 0 INDICATES DOOR,SEE DOOR SCHEDULE ON A601 &A602 —J WALL TO BE DEMOLISHED [4]ALL EXISTING EXTERIOR RAILINGS TO UNDERGO NORMAL MAINTENENCE —RED ROOM DESIGN [3] ® INDICATES WINDOW,SEE WINDOW SCHEDULE ON A603-A605 [4] FOR ALL BEAM AND COLUMN LOCATIONS, RE: STRUCT [5] GENERAL CONTRACTOR TO VERIFY LIGHT AND VENTILATION PER Red Room Design IRC R303.3-IF ROOM DOES NOT REQUIRED GLAZING AND 812 Grand Avenue,Ste 203 Pro•ert Line VENTILATION,ARTIFICIAL AND MECHANICAL DEVICES TO BE USED PER Glenwood Springs,CO81623970.413.3144 EXCEPTION 1-12 _ _ ___ [6] GARAGE SEPARATION AND OPENINGS PER IRC R302.5AND R302.6 _ ____—__---- — —"—""— [7] OPEN RISER STAIRWAYAND HANDRAILS PER IRC R311.5 _ _—__—____----- — [8] GUARDRAILS PER IRC R312 _------------------------------_—_-_-_—_-_-1- -__-----"—"- [9] INSTALL SMOKE ALARMS PER NFPA 72 REQ'S PER IRC R313 — Utility Easemen —__—_ — — — — [10] INSTALL CARBON MONOXIDE DETECTORS __—_—_—_—_----- --- —'— — [11] ILLUMINATE STAIRS PER IRC R303.6. MINIMUM OF 50 - __------------- —" PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY —__--------- — LAMPS PER 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7.SEE Utili�Easement _—_ ----" TYPICAL ASSEMBLIES ON A501 FOR DETAILS. __ ------"-- ^ , [12] RADON MITIGATION PER IRC APPENDIX F. SEE TYPICAL DETAIL OF 0 0 0 Q Q ® 0AI Q Q V SYSTEM ON A501. [13] DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. IF A C CD CONFLICT ARISES, NOTIFY ARCHITECT. Remove Door and Match ^ 1 Exterior Wall Condition IJ N— Reroute Utilities As Needed N- I I I I I L 00 00 V) 0 1 -0- -R- -�` �, 3•-0 �1/2. 1 1 Egress Window I 1 L C Per IRC 310 , ^ C73 T O CONC. _ V / 0 CI 1 I $82'-4 3/8"V.I.F. _ N .� �� SSA/ _ Setback Line _ — ° Wine Cellar Fur Out Footing for Insulation a— _ 002 _ — II Arm 1 1 1 I WC WC WC WC ' 31/2" I 1 I 1 I 306 sf ,f a{ 1/4 `'-1 --r-------_------- - ---1----------� r - a R01 Reroute Sewer As Needed ----- - - --t-- -- 1 1 + Stair 1 Co f_ s vr' I I 0 I ie C — — _ — — r — — 001 — 2 — —• 1 _ 0 — — -P — -— — rt t - L————-� T I I —.—.� —. DRAWING ISSUE CO - - — — — — — — — — — — — — — — — — I — — — — —I — — —i— — — c I I PERMIT SET 5/320191:03 PM L .� a REVISION#1 12/5/2019 6:24 AM NWAte, Passive Radon 147 tem I �' Res A501 d SHEET TITLE a -la - — - — - - - - - — a — - 1i - — - — - — - —I — - — fl PROPOSED WINE lul-LityrElas_ementil — — — — — — �a —! — —I — — — — — — — — — — — — — — — L — — — — — — — — I— CELLAR FLOOR SEE NOTES#1 PLANSPLAN —='----- _ —+--_ Setback Lin; --________6 SHEET NUMBER __ - _ __ u b — —b=_ ___ _ _b 0 0 0 WV 0 0 utii t — — — 'c! — yEasement —____ ---__ A-100 —--- -'--— ran 1/ tonyf 1 Existing Wine Cellar 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT R01 GENERAL NOTES: ItsTES: WALL DEMO LEGEND ALL EXISTING DOORS AND WINDOWS TO BE DEMOLISHED [1] DIMENSIONS TO FACE OF FRAMING,GRIDLINE,AND/OR ROUGH 11 EXISTING TO REMAIN '9 ' - ' '`' •'` 6 \e • i,-'r s ' D 4h RED OPENING OF DOOR/WINDOW U.N.O. pi ALL EXISTING WOOD FRAMED DECKS TO UNDERGO NORMAL MAINTENENCE r-, ALL EXISTING EXTERIOR RAILINGS TO UNDERGO NORMAL MAINTENENCE —RED Roots DESIGN [2] � INDICATES DOOR,SEE DOOR SCHEDULE ON A601 &A602 L_�WALLTO BE DEMOLISHED �4] [3] 4 INDICATES WINDOW,SEE WINDOW SCHEDULE ON A603-A605 [4] FOR ALL BEAM AND COLUMN LOCATIONS, RE:STRUCT [5] GENERAL CONTRACTOR TO VERIFY LIGHT AND VENTILATION PER Red Room Design IRC R303.3-IF ROOM DOES NOT REQUIRED GLAZING AND 812 Grand Avenue,Ste 203 Pro•ert Line Glenwood Springs,CO 81623 VENTILATION,ARTIFICIAL AND MECHANICAL DEVICES TO BE USED PER Please provide details on what 970.413.3144 EXCEPTION 1-12 "normal Maintenance"encompasses ----- _—--—--— [6] GARAGE SEPARATION AND OPENINGS PER IRC R302.5 AND R302.6 c, - for both the decks and the railings.-- --—__—-_—- --- ----- [7] OPEN RISER STAIRWAYAND HANDRAILS PER IRC R311.5 _ --__—____----- --"---- [8] GUARDRAILS PER IRC R312 - — [9] INSTALL SMOKE ALARMS PER NFPA72 REQ'S PER IRC R313 [10] INSTALL CARBON MONOXIDE DETECTORS ___—__Utili Easement __—_—_—_—_---------"—_--- __ — —_— [11] ILLUMINATE STAIRS PER IRC R303.6. MINIMUM OF 50 ____—_—_______________ PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY —__---------" LAMPS PER 2015 IECC MIN.STANDARDS FOR CLIMATE ZONE 7.SEE Utili Easemnt e _—_ ---- TYPICAL ASSEMBLIES ON A501 FOR DETAILS. _ -- rl i [12] RADON MITIGATION PER IRC APPENDIX F.SEE TYPICAL DETAIL OF W 0 0 QAI Q �� Q Q Q V SYSTEM ON A501. 7`3" [13] DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. IF A C N CONFLICT ARISES, NOTIFY ARCHITECT. LO Guardrail Per 10 41 1: 8 --- - - - - - _ IRC 312.1.2 _=t--- �T ---- -- I iii - - - - - - - - - - - - � - -- 8 ^ ` I I __ _ _ I—II—I ( III 4_ 4 W 0 4'-2 3/4" M 3'-4" X 3'-4" 3'6 1/6" N 0, v Egress Window •lir Egress Window I� �_ I Per IRC 310 Per IRC 310 i Drip Through Deck — _ — — — — —I — — — — ' 0 7 --- -- -----------.�37�E--- ----- -----------_- -- - - — _ ------�7 •� Q .A 1. _I _ _ — Bed 1' Bede L O Ro, S tback Line 'r` 'r' 1� ®' 'I O Ln _ ,�D102� (D103) 0 /d L — 9 n 3'-63/4" 5,9" 3'-7 5/8" 5,9" 6'.1/8" 104B 105 " Guardrail Per B m e it 4. Rol IRC 312.1.2 o N m T.O.CONC. II' $91'-3 7/8"V.LF. - ------ °I r 104A - - - �_—_I •.- _—_—_—_—_—_ Juliet Balcony _ FigExi�i. ( _—_—_—_ - - +`- -- Stair 1 1111 I 1 I DN 101 v I I T 0miip _ _ _ _ _ _ _ _ _ _ _ _ t _ IRecreation Room ^ 0 103 I -.1.-.-.-.- - - -.t.-.-.-.-.i.-.-. - - - -.-.-.- h 1 DRAWING ISSUE _flyedr lo�4atch-_—_ _ _ - I ------- ----- - '- -----------i-------- T.O.Finish Floor ¢ - A-0o ---- in Recreation Room Hal /1 PERMIT SET 5/320191:03 PM R01 3'S" m3/ _—_ _—_—_ _3'-27/8" S ' X 4. 1D Y -° I a REVISION 41 12/5/20196:24 AM 14617 z j �: r Passive (Radon 1 A-+� _Existin rain ® ® ® System WI Aoz - --- - - a Meet Rm. Re:A501I 1 Hi i ,. - - xt ®- 24 c 106 ° Weatherstripped,Self-Closing ll -------�--- -------- :01�, % -�- Bath 1 - ----- - --Device Per IMC 303.3 ------------. -------� m�m- rain 1 n I, MAINTAI _EEARANCE 4 I'° b 3' 3/8" � I o 108 Y --- P4 1 6 v2" O y All Combustion Air Must Come ;: 1111116 Curbless iNrit 1 �----J- � i - From Outside Per IMC 303.3 °d • I. ---F SHEET TITLE 1 �� Sv 1 I 3 12" �' i I I J I Re in 41 PROPOSED GC: - — - 1 — — — �I — — — — — - — - d 0 LOWER LEVEL ---__-- _ a 1 1 1 j fl FLOOR PLAN —_— —r L SEE NOTES#1 PLANS I ---- Utility Eas j ' — — —_ ement --—_ _ - --Setback Lin; - SHEET NUMBER --_---- kL/ —-— � — ---_ b b b Utility Ease -- ----_ — — —'— _ _ men_ --_ — — — ---_- NE n A-101 — re S/2020 N - FORCO0t0M1JhNCE tonvf 1 Proposed Lower Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT R01 GENERAL NOTES: WALL DEMO LEGEND NOTES: [1]ALL EXISTING DOORS AND WINDOWS TO BE DEMOLISHED D [1] DIMENSIONS TO FACE OF FRAMING, GRIDLINE,AND/OR ROUGH EXISTING TO REMAIN [2]ALL EXISTING EXTERIOR SIDING TO BE DEMOLISHED OPENING OF DOOR/WINDOW U.N.O. _ [3]ALL EXISTING WOOD FRAMED DECKS TO UNDERGO NORMAL MAINTENENCE [2] 0 INDICATES DOOR,SEE DOOR SCHEDULE ON A601 &A602 -J WALL TO BE DEMOLISHED [4]ALL EXISTING EXTERIOR RAILINGS TO UNDERGO NORMAL MAINTENENCE —RED Roots DESIGN [3] ® INDICATES WINDOW,SEE WINDOW SCHEDULE ON A603-A605 [4] FOR ALL BEAM AND COLUMN LOCATIONS, RE: STRUCT [5] GENERAL CONTRACTOR TO VERIFY LIGHT AND VENTILATION PER Red Room Design IRC R303.3-IF ROOM DOES NOT REQUIRED GLAZING AND 812 Grand Avenue,Ste 203 Pro•ert Line Glenwood Springs,C081623 VENTILATION,ARTIFICIAL AND MECHANICAL DEVICES TO BE USED PER 970.413.3144 EXCEPTION 1-12 [6] GARAGE SEPARATION AND OPENINGS PER IRC R302.5 AND R302.6 0 ------------------ [7] OPEN RISER STAIRWAYAND HANDRAILS PER IRC R311.5 0 _ _—__—____----- -- [8] GUARDRAILS PER IRC R312 E _—__------"--- [9] INSTALL SMOKE ALARMS PER NFPA 72 REQ'S PER IRC R313 mg — — Utility Easement—__—_ — — — — — — [10] INSTALL CARBON MONOXIDE DETECTORS --•Mo- __—_—_—_—_-------"—"—'— — [11] ILLUMINATE STAIRS PER IRC R303.6. MINIMUM OF 50 __ _—_—_--- — PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY —__---------"-- LAMPS PER 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7.SEE Utili�Easement _—_ Because this deck is TYPICAL ASSEMBLIES ON A501 FOR DETAILS. --- © in the setback,it may A Q.)[12] RADON MITIGATION PER IRC APPENDIX F. SEE TYPICAL DETAIL OF 0 0 0 Q Q e not have anyqiiv 0 0 Q L.)permanent structure SYSTEM ON A501. } k I on it. Please show that this entire [13] DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. IF A I "kitchen"is C l ) CONFLICT ARISES, NOTIFY ARCHITECT. movable and confirm i i r1 that there is no hard CD Q I / Guardrail Per piped gas or water. I Guardrail Per —0 C9 IRC 312.1.2 fE IRC 312.1.2 ry��W223 W224 W a- --- - - - - - - - - - - - - - - - - • - - - 5,101/2" DW ' Yfi \ we Y 4.-6" - 'i - - - - - - - - - - - -- - 0 I i 0 et J ntn =-- '� DripThrot 1Reck C Outdoor itchen/Grill n I •n casters r 1. } ' , c- m . 73 grip T rough Deck E : I� 46„ Abo. - O ® ® DW 1 EQ x I EQ 1I � Ln 0 Setback LinDeOz _ Laundry Room O aw-- -- •11'- __.._4.- L _ _—_—_—_---_ _ _ 3'-83/4" - - I 211 I N } 3'-2" c y 5'-111/2" �. 8'-101/2" 4, 3'-6" �. a•E" �. 3,7 -t Eo ! 512' 11,11 1/4" 1- 9'-5 1/8" 1'-7 5/8" k 3,11 3/4.. 4 1 '� 1 ®®®�-„., 1T.O.PLY _ 2o 210 I�� :ill. W •DR -—- Pant ° 210r �® / ^ Sa---0.0 '} ----- ------------ ------- - 209 0 - 07- xtin.. etriaP-- '>r ---- V i �Y---------� _.. . a ;I� �- ---� ® Line of Ceiling Above 11 , Dinii ____ New Outlet �-W , s v2 t 7-1/2" ° 7-21/2" r 21'-'7/8" AI I AI ClitYI- - II - - t - - - 1 - / - -- - r-- — - - -,, DRAWING ISSUE ---—-�- -—-_, ©--------- - - - ------ m Great Room II I i j Garage PERMIT SET 5/320191:03 PM 1 I 203 11 1 _(2516) (zo0sc)J - 48 R01 ?,.23�t55/8" (4,6A) 3 REVISION Al 12/5/2019 6:24 AM ® 1 \ / 51/z" 3'-101/4" ' a © , I " -.5 1/2" ' m- WI 51/2" 1 � I N r � - Gas Appliance Fireplace � �--- ®---- --r---a " - 3'-a va° -- � r------I I Ortal 130H Front © _ _ _• © I N -c I I I I It 0------- 1 r -- TA&L-A •NJNSTRUC-TtONL---- -� ® • -----I. • f m��_m ------- -- ' -----------�---�- M 4 1. -- REQU'ED ON SITE Line of Ceiling Abe - �- ntry, f I, AT TIME F INSPECTION I�I�. 201 1 1 Bed 3 N �� Proposd Hatch to Attic / II P' I I �^ I 11'-1 3/4" �.4. 11'-1 5l8" I Guardrail P= =/- �. 3'-sr -r-1 s/e^ r-5^ I - IRC 312.1. f ,ra1 Bath 3 V iliEgress Window I r - Stair 2 'SG ' 207 0/ Per IRC 310 SHEET TITLE 5 v2" e'a 1a^ 1r-11 va" � I. I 202 I I I I k 4 Hi 3a- --- - -' ---- L - ---1 II M ".."r„� I I.,_ sc,I 7.!I A_.I-_ 1 L------- =/ = -------4— ------�3 I I It[aawm, I I 1 -- , I- , --m ✓w, ' I ®' -�` I -mid'-n" -, - - Q '!j 4 PROPOSED MAIN — — — — — — — — — — — • —lug — — — — — — — — — — — — --1— — — — — — — — — -- - FLOOR PLAN _ a I 1 I (D�o4) 0 ----_ _ L L SEE NOTES#1 PLANSI — _ Utility Easem n I —__ e t _______—___-__ Setback Line h /� = — _ _ h /� /� SHEET NUMBER Utility Easerent — :0_ — EE - = rig�� �� A-102 _ — — ____ --� --_-___ 5/2020g' N C0U E tonvf 1 Proposed Main Level 1/4" = 1'-0" RECEIVE 12/20/2019 ASPEN BUILDING DEPARTMENT GENERAL NOTES: NOTES: WALL DEMO LEGEND [1]ALL EXISTING DOORS AND WINDOWS TO BE DEMOLISHED LR D[1] DIMENSIONS TO FACE OF FRAMING, GRIDLINE,AND/OR ROUGH EXISTING TO REMAIN [2]ALL EXISTING EXTERIOR SIDING TO BE DEMOLISHED J OPENING OF DOOR/WINDOW U.N.O. [3]ALL EXISTING WOOD FRAMED DECKS TO UNDERGO NORMAL MAINTENENCE WALL TO BE DEMOLISHED [4]ALL EXISTING EXTERIOR RAILINGS TO UNDERGO NORMAL MAINTENENCE RED ROOM DESIGN [2] r o INDICATES DOOR,SEE DOOR SCHEDULE ON A601 &A602 �-J�l1 [3] INDICATES WINDOW,SEE WINDOW SCHEDULE ON A603-A605 [4] FOR ALL BEAM AND COLUMN LOCATIONS, RE: STRUCT [5] GENERAL CONTRACTOR TO VERIFY LIGHT AND VENTILATION PER Red Room Design IRC R303.3-IF ROOM DOES NOT REQUIRED GLAZING AND Property Line 812 Grand Avenue,Ste 203 VENTILATION,ARTIFICIAL AND MECHANICAL DEVICES TO BE USED PER Glenwood Springs,CO 81623970.413.3144 EXCEPTION 1-12 _ _ ___ [6] GARAGE SEPARATION AND OPENINGS PER IRC R302.5AND R302.6 _ ______—__---- — —"—""— [7] OPEN RISER STAIRWAYAND HANDRAILS PER IRC R311.5 _ ___ [8] GUARDRAILS PER IRC R312 Utility Easement — _---- -- [9] INSTALL SMOKE ALARMS PER NFPA72 REQ'S PER IRC R313 ___—"--__ -- — — _ [10] INSTALL CARBON MONOXIDE DETECTORS --- "— _ _ __—_—_----- — — — — — [11] ILLUMINATE STAIRS PER IRC R303.6. MINIMUM OF 50 `n __— —_—_--------'—"— PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY _--------'--- LAMPS PER 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7.SEE Utility Easement -- _---"— TYPICAL ASSEMBLIES ON A501 FOR DETAILS. __ ------"-- /111 ^ , [12] RADON MITIGATION PER IRC APPENDIX F. SEE TYPICAL DETAIL OF Q 0 0 Q Q ® 0 0 Q V SYSTEM ON A501. 7-3„ [13] DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. IF A C N CONFLICT ARISES, NOTIFY ARCHITECT. ^ Guardrail Per IJ r IRC 312.1.2 j LO 1 1 a II fl LL O I -LI--11 1--11 1--11 11 1I P - 0) v 11 r II ID r II II II II Deck Bellow I Deck Below 1 1 I .= E_ 1nI�CIII HI� ICIII HI� ICIII HI� ICIII HI� I Mas1�3l8fek , III--�I--�I--�I--�I—IT II , ^ Q) v ' O Q I I I I — — — — — — — — �, CD- 0- - - - - - - - - - - - - - - - - — — - •� �r 8 il 9 — 1 1 7 L_ 0 1 Setback Line — — \� J �rLI�rLI�rLI�rLI�T1r 7 Li-) � I� -��1r��1r��1r��1r�1� III 31 ` , ,D301) 1 1 1 1 I. O _ l� Ilr—�1 I5�I — , 2,103/8' 3,6" 6" 4'-11•' , — x x xl x 'J I } T.O.PLY 1 -109'-0"V.I.F. I 'I 'I a - - - fi - - - rt - - - - -• � - - - - 0 SG, `�� =7r ---------- -t ----- -0 � � � 3G> 6' a 1 - Loft Master Bed Master Bath 4. Closet 0 CU 1- I r _ 1302I H V I 303 I 4) 304 O Ka �� DRAWING ISSUE _�_ _—__ _—_—_—_—_ _ _ _ _ _ _ __I— _V —_—_—_—_—_—_— L_— cs Guardrail Per 26•• A � PERMIT SET 5/320191'03 PM a " IRC 312.1.2 -EMI x REVISION.1 12/5/2019 R24 AM ® } ® 971 sf V �' to Ilk 1 4I n-aoz r I �-DN--�-- --� s•-s^ �J� ,�•-M^ Ilk 1 _ —— _- 4•_6" 3'4" /� Attic 1 1 I Z 32 32 32 13061 Proposed Hatch to Attic 1L Stair 2 I LL1rILL1rILL1rILL1rILL1rILL1rILL1rILL1rILL1rILL SHEET TITLE 301 . , I I_ IJ 1 � 1 I r 1 81l8 I— 1-L 4 \'l- -—-—-—-r-- i � x�i k rr1 a,v i x 3 y, --rUl ' 11��I�—Ir'��IrU1�IrJll �-t - - - -— - - -——-—-�3 1 1 10f J _I� PROPOSED i — — — — — — — — — — — 3o ^'s-o ti - ` ' -- UPPER LEVEL - - - a ' i� I fl FLOOR PLAN — -—_—_ 30 3030 30 1---_ L— —_— Utilit SEE NOTES#1 PLANS Y Easent I —I __— to Se —__ SHEET NUMBER —__— — — — — tba�k Line — —�� —_— — b b � A 0qiii 0 0 VIGG o UtilftY Easeinr —__- — — -—__ — _ - 102/05/2020 Ic-i A-103 —__ — — —_— I tonyf Proposed Upper Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT GENERAL NOTES: ROOF MATERIALS LEGEND NOTES: ASPHALT [1]ALL ROOF FINISHES TO BE REMOVED AND REPLACED RED [1] DIMENSIONS TO FACE OF FRAMING, GRIDLINE,AND/OR ROUGH SHINGLE ROOF [2]ALL NEW ROOFS TO DRAIN TO GREEN SPACE 11..11 OPENING OF DOOR/WINDOW U.N.O. STANDING SEAM —RED ROOM DESIGN [2] 0 INDICATES DOOR,SEE DOOR SCHEDULE ON A601 &A602 METAL ROOF [3] ® INDICATES WINDOW,SEE WINDOW SCHEDULE ON A603-A605 [4] FOR ALL BEAM AND COLUMN LOCATIONS, RE: STRUCT [5] GENERAL CONTRACTOR TO VERIFY LIGHT AND VENTILATION PER Red Room Design IRC R303.3-IF ROOM DOES NOT REQUIRED GLAZING AND 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 VENTILATION,ARTIFICIAL AND MECHANICAL DEVICES TO BE USED PER 970.413.3144 EXCEPTION 1-12 [6] GARAGE SEPARATION AND OPENINGS PER IRC R302.5 AND R302.6 [7] OPEN RISER STAIRWAYAND HANDRAILS PER IRC R311.5 [8] GUARDRAILS PER IRC R312 [9] INSTALL SMOKE ALARMS PER NFPA72 REQ'S PER IRC R313 [10] INSTALL CARBON MONOXIDE DETECTORS [11] ILLUMINATE STAIRS PER IRC R303.6. MINIMUM OF 50 PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER 2015 IECC MIN. STANDARDS FOR CLIMATE ZONE 7.SEE TYPICAL ASSEMBLIES ON A501 FOR DETAILS. ^ , [12] RADON MITIGATION PER IRC APPENDIX F. SEE TYPICAL DETAIL OF fa 0 0 0 0 0 0 0 V SYSTEM ON A501. 7'-3„ [13] DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. IF A , C CI) CONFLICT ARISES, NOTIFY ARCHITECT. 0 ' • 0 t l l l Hr Irl � 0� O 1P I 0 U C Drip Through eck Below _ I Drip Through Deck BelowI Master Deck Below (1) EXISTING r V / 0 CI IF , 7 III- I l i EXISTING I i 0 a---------t------- - � --� ---t-�-- - - - -� - - - - -------0 Proposed Snow Stops - - - - - - - - ----1- - ---- ----r---- — -OIC) -- s - ------- - _ -� Downspout -_� _ lnnnnnnnnnnnnr-,l-,r-,l-,r-,l-,r-,l-,r-,111f e 1:12 T�T�T�T�T�T�T�T�T�T�TT DRAWING ISSUE 0----__ _ _ r_ _ _ __--�_-- _--- -I I l l l u l u l u l u u l u l u l u u I ,� yyyyyyyyyyy yyyyyyyyyyyyyyyyyyyyyy �, _ L � � EXISTING rlll�l11�111 �' Screen Mechanical As Needed ylyly — n�n�n�n�� T T T T lye■� yyyyyyy >_ _� _ yy �� yyyyyyyy PERMIT SET 320191:03 PM E V __ I I a u I I yyy y_IIIy-yIyyy�yyL�,y-yyyyyy-yyyyyy-yyyyyy-yyyyyy-yyyyyy-yyyyyy-yyyyyy-yyyyyy-yyyyyy-yyyyy REVISION Ii 12/5/20196:24 AM HIP _IIot Iot Iot Iot Iot Iot Iot IuIlIuIIIuIIIuIII EXISTING ■ MECHANICAL ■ yrHIP •Proposed I u u u u u u u u u u u u u u u u u u u u u u Downspouts u u su I su u su I su yu su I su u su Isu yusu I su usu Iu u su I su uu Iu yusu Isu usu Isuuu Iu'ly�y�y ■yy� a — — — — — — — — � _ _ — — 1 , 1 1 , 1 , 1 y14. 16.., .., liLyyyyyyyyy.6 yyy,yy.yyyyyyyy6yyy.yyylei.yy —-——-—- _{-__ _ - --_-_ _ 1' 1. H=== H �1:12 i Proposed 1 r — ,____ _ __________ _ _ yyyyyyy —. I Snow Stops ______ = _ __ _ _ _ _=_ yy li� I y 'lyryt�yyyyyyyyyyyyyyyyyyyyyyylyyyyyyyylyyyyyyyylyyyyyyyylyyyyyyyylyyyyyyyylyyyyyyy SHEET TITLE _ _ yy y _I I ==== _ Iyyyyy y y= _ _ _ = MATCH EXISTING= L�L�L�L�L�L�L�L�L�LL�L�L�L�L�L�L�L�L�L�LL zQ - - - - - - - r ;- - � .I , � , � T o � i, fl PROPOSED ROOF 4 - — - — - — — — — — - — - � — - — - — — - — - — - — — - — - ' ;Ell ,} PLAN I I I I I I I I I SHEET NUMBER b 0 0 0 0 0 0 b Ict A-104 N ilLVE 11 02/05/2020 yj FORCOIXCLAIKIANCE 1 Proposed Roof Level tonvf 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT RED]RED ROOM DESIGN Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W V CD .� 7) k- co •V) 0 (1) LL 0 DC L..) 1 \ cn o i C Q \ Ln _ , MASTER BAT ---..,,,, \A-602 r-, ,..n:: _ - �11i:` 120'-2 1/2" ATTIC < lif __ - j�.—.—.—.—.—T.O.PLATE � _ I I I — _ :I!IIIII I I - 1 T� _. _._,_._. 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RED RED ROOM DESIGN Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 A II 1 1 11 -�• a) MOST RESTRICTIVE TOPOGRAPHY 1 V WITHIN STAIRWELL, D Q) ELEVATION 8092'-7 3/4" I . > MOSTRESTRICTIVE TOPOGRAPHY I ♦♦®` Q @T.O.STAIRS I <`1 - ® LO ELEVATION 8090'-10 3/4" \ I �/ CONTINUOUS HANDRAIL ' ♦`� •^ ` O O PER IRC 311.7.8-TYP ' W M L Q) 3'-6 7/8" / ' (c5 . 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IHE-2-SHEETlG40-T---- 1 Detail @ Cellar Stair f 1/2" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1] PRESCRIPTIVE OF 2015 IECC[2]ALL GLASS STAIR GUARDS TO BE SAFETY GLAZING R E D �RED`ROOM DESIGN Red Room Design Glass guards must comply with one of the 812 Grand Avenue,Ste 203 following:Have a top cap supported by at least Glenwood Springs,CO 81623 3 panes of glass;have a top cap supported 970.413.3144 independent of the glass;or in the case of no top __ cap,be at least two plies of equal thickness glass —_ laminated together.Must support a point load of 2001bs. (Ordinance 40,2016) IGUARDRAIL PER IRC 312.1.2-TYP ^E L> l ' ) T— W Q •- oO z MUM LL ~ Uld 11/l� '1 x cB W 0 n lil.11,q GUARD PER IRC 312.1.2-TYP • CC (/-I (II Q 7//12 CONTINUOUS HANDRAIL LC PERIRC311.7.8-TYP O Ln 1/✓/I/o//) SEE NOTES#1 PLANS f7 1 3 \ 1 ———— .. DRAWING ISSUE h II///1'I U PERMIT SET 5/320191:03 PM tldNl7/d _ REVISION#1 12/5/2019 6:24 AM IUI //VW NI 11'.li N� CONTINUOUS HANDRAIL IUI N/W/Y/ PER IRC 311.7.8-TYP O I lul �I— — — — —- I _ 111111lllllllll0llllllfp Entry I204I u_ N SHEET TITLE N 3, .a T n ' _Py,- 1`J�. �� (D201) STAIR DETAILS IUI stair 21111 I206I IUI IUI UI � I_ 5� @_?) ` SHEET NUMBER UP 20 A-402 E.,,) „ • ,. 02,05/2020 FoRCou>:..... 3 Section @ Stair 2 1/2" = 1'-0" 2 Section @ Stair 1 1/2" = 1'-0" 1 Detail @Stair 2 1/2" = 1'0" RECEIVED tonyf 12/20/2019 ASPEN BUILDING DEPARTMENT RED]RED ROOM DESIGN Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W V C v (D .S,— 0 LTD T co '(f) 0 a) LL O CC E v .5 03 CD o n o O Ln 1 1 CHIMNEY DESIGN TBD CHIMNEY DESIGN TBD MIIIIIIIIIIN 1 1. ' • DRAWING ISSUE PERMIT SET 5/320191'03 PM I REVISION#1 12/5/2019 6:24 AM INSTALLATION INSTRUCTIONI REQUIRED ON SITE AT TIME OF INSPECTION II L II1. 4"BOARD FORM CONCRETE ► MI FLUE-TYP SHEET TITLE II II 1 1'-11 7/8" IIIS o ,-1 —, Lu FLUE-TYP - U / l0. �� 8 FIREPLACE Lu �A .. fi EVI� u� 1 DETAILS W I �e ® 02/05/2020 J Z o ems_o• 0 a_tee o .I ORTAL130H11.111 0 p O tonyf GAS APPLIANCE • . -4 .Ii ORTAL 130H ',-1! \ 4' GAS APPLIANCE MIN.CLEARANCE TO COMBUSTIBLES I! / \ III. !{c FLUE-TYP { HORIZONTAL AND VERTICAL / \ / \ RE:FIREPLACE SPECIFICATIONS ��� 1111 SHEET NUMBER o \ III•iu! / AIR INTAKE ORTAL130HRE:FIREPLACE SPECIFICATIONS rGAS APPLIANCER-38 MIN. '1',•1'''1'�N41411 •, n A-403 \I N MIN.CLEARANCE - A RE:FIREPLACE SPECIFICATIONS 3 Elevation @ Fireplace 1/2" = 1'-0" 2 Section @ Fireplace 1/2" = 1'-O" 1 Detail @ Fireplace 1/2" = 1'-O" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]USE CEMENT BOARD IN ALL TILE AND WET LOCATIONS. E D� PASSIVE RADON SYSTEM USING [2]UNVENTED ROOF ASSEMBLIES PER R806.4. DRAIN-TILE LOOP [3]RE: IECC TABLE R402.1.2 FOR MIN.ASSEMBLY INSULATION REQUIREMENTS * [4]RE: IECC R502.1.1.1 BUILDING ENVELOPE FOR ADDITION ASSEMBLY INSULATION REQUIREMENTS —RED ROOM DESIGN . [5]RE: IECC R503.1.1 BUILDING ENVELOPE FOR ALTERATION ASSEMBLY INSULATION REQUIREMENTS 11116. 2015 IECC Table R402.1.2(as amended by City of Aspen Ordinance 40,2016) 1 WOOD CRAWL SPACE FRAME MASS BASEMENT SLAB Red Room Design CLIMATE FENESTRATION SKYLIGHT CEILING WALL WALL FLOOR WALL R-VALUE WALL 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 ZONE U-FACTOR Li-FACTOR R-VALUE R-VALUE R-VALUE R VALUE R-VALUE &DEPTH R-VALUE 970.413.3144 dl 20-Sor LIVING AREA - G 28 LI 55 »`-) I 15i21I 38' 15/1'a` 110,4 ftd 1 15/19' 13.10. GRADE 1 i GRAVEL li Eli ii BASEMENT n 1 SLAB POLYETHYLENE CD SHEETING A V pqI ppRppp ° NOTE ALL ROOF FINISHES PER A104 MATERIAL LEGEND A 1 IRCP""" - _!l�_RR >/_ NOTE ALL NEW ROOF ASSEMBLIES PER IECC TABLE R402.1.2 C W /� ROOF FINISH W g�fir• GRAVEL •1q SLOPE(RE:ROOF PLAN) 9�1 �rg��ilg8g� . � 14EDENSDECK(AS IIIIIIIIIiv MITOIGD FOR AT ION FIRE HAZARD A •.n u: ICE&WATER SHIELD DRAIN TILE LOOP �• OR EQUIV.(HIGH-TEMP /'� AT MTL.ROOFS) V 1 0 Illlllllllllllll!!! LL ��������������' PLY.SHEATHING nnmm n�::' (RE:STRUCT) IV411rr SPRAY FOAM AT ROOF FIGURE AF102 �I4 /� III. PANE(RJOMIND RADON-RESISTANT CONSTRUCTION DETAIL J FIBERGLASS BATT 440, /, INSULATION(R-19 MIN.) / /1 /� ROOF FRAMING V / O 0- (RE:STRUCT) • N N 4. CEILINGRC FINISH • LJ- L 0 `� ROOF OVER CONDITIONED SPACE R1 41 NOTE:ALL NEW FLOOR ASSEMBLIES PER IECC TABLE R402.1.2 FLOOR FINISH VARIES FLOOR FINISH VARIES CONC SLAB(RE:STRUCT) (RE:FIN FLR PLANS) (RE:FIN FLR PLANS) SLOPE TO DRAIN(RE:PLANS) PLY.SUBFLOOR(RE:STRUCT) PLY.SUBFLOOR(RE:STRUCT) 2"RIGID INSULATION II T&G DECKING TBD II 6 IL POLY BARRIER WMEDGES TURNED UP AT WALL &SEALED TO CONC FDN DRAWING ISSUE t �"-��" '` � ,_, T;O.DECKING I-I , T,O_STRUC1.PLY;e, _ _T;OSTRUCT.PLY,0 ,_,_,_, T;OCONC� ' i LJ L -J' PERMIT SET5/320191'03 PM ®� REVISION#1 12/5/2019 6:24 AM IIIIII ' SOUNDS INSULATION1M OPTIONAL PER CONTRACTOR `FLOOR FRAMING(RE:STRUCT) d 1 FLOOR FRAMING(RE:STRUCT) WASHED GRAVEL FILL DECK FRAMING(RE:STRUCT) -- W/PVC SLOTTED PIPE DRAIN SYSTEM (RE:SOILS REPORT) II FIBERGLASS BIB INSULATION 4 r ♦ (R-33 MIN.) r / / (RE:SOILS REPORT) STRUCT FILL ' (R 5CONTIN000S MIN.) (RE:CEILING ~ FIN SH THE DECK n FLOOR OVER EXTERIOR SPACE n FLOOR OVER CONDITIONED SPACE F2 SLAB ON GRADE-INTERIOR Fl SHEET TITLE II II NOTE:ALL EXTERIOR FINISHES PER A204 MATERIAL LEGEND NOTE:ALL NEW EXTERIOR WALL ASSEMBLIES PER IECC TABLE R402.1.2 NOTE:ALL NEW EXTERIOR WALL ASSEMBLIES PER IECC TABLE R402.1.2 NOTE:ALL NEW EXTERIOR WALLASSEMBLIES PER IECC TABLE R402.1.2 ASSEMBLIES 11 ,PER PLAN. I.PER PLAN y. RE:STRUCT {.ER PLAN �. RE:STRUCT �PER PLAN ' }huN! II (E ELEV)FINISH t1 PRESSURE TREATED PLY WDFRAMING(RE:STRUCT) III 1 B EXTERIOR FINISH(RE:ELEV) WD FRAMING(RE:STRUCT) Z ° ° 77) WD FRAMING f WD FRAMING II I ®91 ► g /1I (RE:STRUCT) Q /�(RE:STRUCT) ' n II,I ®1 DRAINAGE MAT ♦ WATERPROOFING a ,♦ WATERPROOFING 41 I��1 WATERPROOF MEMBRANECONC. _ - 1.5"ZIP SHEATHING E STRUCT) —� CONC. FDN.WALL R 5 CONTINUOUS MIN. 5` COMPACTED FILL ! II�[�i� (- ) } MIAS ► ! ! I - — SHEET NUMBER ' , 1 , 1 (RE:STRUCT) 111 > 70 PLY.SHEATHING AS REO'D } ! 1 y--^^^-^^- I I (RE:STRUCT) •♦ I. 1/2"GAP I _ ♦ - 1/2"GAP 1 I FIBERGLASS BIB INSULATION � SPRAY FO�.MI INSUL SPRAY FOB,M INSUL. ' o (R-20 MIN) G 2 ( ) ( P R-19 MIN ♦ R-19 MIN. f FINISH(RE:INTERIORS) C - I I III - ' VAPOR BARRIER .I VAPOR BARRIER VAPOR BARRIER e0i 5/8"GYP WALL BOARD w I I roma. ' w /\G,F 5/8"GYP.WALL BOARD m (OPTIONAL PER CONTRACTOR) a �5/8"GV(P ALL BOARD — . F 5/8"GY(P. ALL BOARD A-501 j / I t FINISH(RE:INTERIORS) ! ! . ° ° INTERIORY4y) INTERIORV�L�)` fFINISH RE! fFINISH RE!FIOORUNE /"� FLOORLINE —�. FLOORLINE1/2020 ; LI: INT. INT. /IT IL AT EX onyFORLf 1 IIIll FOUNDATION WALL • • I EXTERIOR WALL n INTERIOR WALL n FINISHED EXTERIOR W2 N WALL INTERIORWI '-------------------------- ----------------------- ------_------------- ------------------------ RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]USE CEMENT BOARD IN ALL TILE AND WET LOCATIONS.R1 R1 [2]UNVENTED ROOF ASSEMBLIES PER R806.4. 1 l [3]RE: IECC TABLE R402.1.2 FOR MIN.ASSEMBLY INSULATION REQUIREMENTS [� E D [4]RE: IECC R502.1.1.1 BUILDING ENVELOPE FOR ADDITION ASSEMBLY INSULATION REQUIREMENTS -RED ROOM DESIGN f — ball" [5]RE: IECC R503.1.1 BUILDING ENVELOPE FOR ALTERATION ASSEMBLY INSULATION REQUIREMENTS 2X FASCIA �i mi= -= = IT 2X FASCIA 2015 IECC Table R402.1.2(as amended by City of Aspen Ordinance 40,2016) •.. • • • '`' _ T.O.PLATE FRAME MASS BASEMENT SLAB CRAWL PAE Red Room Design - F1E' T Lere -� -L_.1 1_ ---- 812 Grand Avenue,Ste 203 METAL FLASHING CLIMATE FENESTRATION SKYLIGHT CEILING WALL WALL FLOOR WALL R-VALUE WALL Glenwood Springs,CO81623 ZONE U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE 970.413.3144 W4 20-S or 1 G 28 55 »�_t 19'21' 38' 15/19` 10,4 ftd 15/19` 13-10 METAL FLASHING \ HEADER RE:STRUCT r lr\ ` METAL FLASHING F2 v /5\ r S i // / r•/ .�� . . XISTING T_O,PLY_ di \ METAL FLASHING C'I \ 'i r/I \ W4 �J _- 1 , SHIM �( ) 0 METAL FLASHING W CD \ HEADER RE:STRUCT CL C_ L C_ i /1 O 0 V / o \ p Ln L 1......_ i L EXISTING T_O,PLY m -TI G T.O.DECKING. I rIZI V/O//I\\\47 /AM TM/w\\\�I /JA\V////w ° A v w " A \/ I\ A v II► " 4 I DRAWING ISSUE PERMIT SET 5/32019103 PM r _ METAL FLASHING REVISION 01 12/5/20196:24 AM HHEADER RE:STRUCT jSHEET TITLE METAL FLASHING / // EXISLTING TQ,PLY F4 / /// / TINGT.O.DECKING // WALL SECTIONS F3 \\//�I//w\V, ///wvV'//////\\W1////I\\\//////A\W/////Avv/////A\W/////l\\\///////v\W/////1vA\///I/ DETAILS METAL FLASHING / `````````�````````��� , W2 SHEET NUMBER it y A-502 .4 .,‘ a i ri.,--., 05/2020 g FORCOMGEMAKIANCE tonyf 1 Detail @ Wall Section 4 1 1/2"= 1'-0" 2 Detail @ Wall Section 5 1 1/2"= 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT DOOR AND WINDOW NOTES: ID 104A 104B 105A 105B 105C 106 107 108 205 TYPE SWING BIFOLD SWING SWING BIFOLD SWING SWING SWING SWING D C r [1]SEE PLANS AND ELEVATIONS W x H SIZE 2'-6"x7' 55(7' 2'-6"x7' 2'-6"x7' 5'x7' 2'-6"x7' 2'-4"x7' 2'-4"x7' 2'-6"x7' R FOR DOOR/WINDOW UNIT WEATHER STRIPED, RED ROOM DESIGN OPERATION AND SWINGS NOTES SELF CLOSING DEVICE PER IMC 303.3 [2]ALL NEW GLAZING TO BE LOW-E GLASS. MINUMUM INSULATION VALUE OF U=.28 PER 2015 IECC REQUIREMENTS FOR CLIMATE /� / /� /� /� ZONE 7 PLAN 7 \ / , ./ `u 7 \ Red Room Design 812 Grand Avenue,Ste 203 g_2^ 2,8„ g_2^ 2'-7 1/2" Glenwood Springs,CO 81623 [3]SAFETY GLAZING TO BE k k k k k X k k 970.413.3144 INSTALLED PER IRC R308.4. SEE , 2'-8" 4, 2'-8" 2'-8" , 4, 2-6 2-6 4, ELEVATIONS FOR SAFETY GLAZING (SG)LOCATIONS [4]WINDOW MAUFACTURER TO PROVIDE SCREENS FOR ALL NEW OPERABLE WINDOWS. DOOR MANUFACTURER TO PROVIDE - _ - - a SCREENS FOR ALL NEW EXTERIOR ELEVATION c?..- ♦ ®-- 0- DOORS nn 11 [5]WINDOW AND DOOR MULLIONS W PER ELEVATIONS/SCHEDULE } } } } } } } } } U k 2'_8" k k 6'-2" . 4, 2'-8" k X 2•_8" k 4' . k 2'-8" k k 2'-6" 4, 4 2'-6" x k 2'-7 1/2" k E ID 205A 206A 206E 206C 207 209 210 211A 211E TYPE SWING SWING DOUBLE POCKET DOUBLE POCKET DOUBLE POCKET SWING SWING SWING _ ._ k- CO W x H SIZE 3'-4 1/4"x7' 2'-6"x7' 3'-6"x7' 3'-6"x7' 2'-6"x7' 3'-6"x7' 2'-6'x7' 2-6"x7' 2'-6"x7' V) o NOTES W LL 0 CL � v o , „, �„ „�,,, g„ s ,,, Q PLAN d, 3'-6 1/4" 4, ,I, 3'_8" 4, 4, 3'-8" d, 4, 3'-8" 4' O Ln to k 2'-7 1/2" 4, 4, 2'-7 1/2" X 'I, 2'-7 1/2" k 4 2'-71/2" . 4, 2'-7 1/2" 'I, A, A, A, A, A, A, M M M M h ELEVATION o r' o -' - F- DRAWING ISSUE PERMIT SET 5/32019103 PM REVISION 41 12/5/2019 6:24 AM I, 3'-6 1/4" 4, 4, 2'-7 1/2" 'I, )( 3-8" )( ), 3-8" 4, I, 2'-7 1/2" 4, 'I, 3 8" d. 4, 2'-7 1/2" 4, 4, 2'-7 1/2" 4, 4, 2'-71/2" 'I, ID 212 303 304 304A 305 305 TYPE DOUBLE POCKET SWING SWING SWING SWING SWING W x H SIZE 2'-10"x7' 3'x7' 3'x7' 2'-6"x7' 2'-6"x5'-6" 2'-6"x7' NOTES SHEET TITLE 0 INTERIOR DOOR PLANi[---)x 3, k 4, 2 8„ 4, SCHEDULE d, 3'-1 1/2" 4, d. 3'-1 1/2" �I 2'-7 1/2" 2'-71/2" A, A, A, A, - SHEET NUMBER A, a a m v1 ELEVATION 9 FL ,- r A-60I 5/2020, 1 } FCIRCOOtCOMPLIP CE * ,, - * 4, 2'-7 1/2" 4, A, tonyf 4, 3' ,, ,. 3'-1 1/2" 'I, 'I, 3'-1 1/2" 'I, 4, 2'-8" k 4, 2'-7 1/2" 4, RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT DOOR AND WINDOW NOTES: [1]SEE PLANS AND ELEVATIONS R I E D FOR DOOR/WINDOW UNIT RED ROOM DESIGN OPERATION AND SWINGS [2]ALL NEW GLAZING TO BE LOW-E GLASS. MINUMUM INSULATION VALUE OF U=.28 PER 2015 IECC REQUIREMENTS FOR CLIMATE ZONE 7 Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 [3]SAFETY GLAZING TO BE 970.413.3144 INSTALLED PER IRC R308.4. SEE ELEVATIONS FOR SAFETY GLAZING (SG)LOCATIONS [4]WINDOW MAUFACTURER TO PROVIDE SCREENS FOR ALL NEW OPERABLE WINDOWS. DOOR MANUFACTURER TO PROVIDE SCREENS FOR ALL NEW EXTERIOR DOORS nn 11 [5]WINDOW AND DOOR MULLIONS W PER ELEVATIONS/SCHEDULE L...) C N ^ , > W T r LO k- 00 •(f) 0 IL O Ol CC L.) .5 03 CD cn 0 0_ o O Ln DRAWING ISSUE PERMIT SET 5/32019103 PM REVISION#1 12/5/2019 6:24 AM ID D101 D102 D103 D201 D202 D203 D204 D301 TYPE SLIDING SLIDING SLIDING PIVOT NANA SWING GARAGE SLIDING W x H SIZE 6'-1"x7'-2 1/4" 6'-10"x7'-2 1/4" 6'-10"x7'-1 1/2" 4'-1 1/2"x7'-5 3/4" 10'-11 3/4"x8' 2'-6"x7'-8" 19'-1"x7' 9'x8' NOTES SAFETY GLAZING SAFETY GLAZING SAFETY GLAZING SAFETY GLAZING SAFETY GLAZING SAFETY GLAZING SAFETY GLAZING SHEET TITLE EXTERIOR DOOR PLAN V �� o I __ - x 9,_11,2. SCHEDULE X 4' 4 7 k 4 7 k k 11.-1 V, X k 5'4 1/4" d, 2'-7 1/2" 4, + ,.z,, , N- N- N- * SHEET NUMBER FV•.4• g V VE mELEVATION11 A-602 FORCOMEXIMUNCE „2 tonyf x 1 1= 1 x 6'-3" k .{, 7' {• 7' •I, 5'-4 1/4" ,' x 2'-71/2"x X 9'-11/2" d. RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT DOOR AND WINDOW NOTES: ID W302 W304 W306 W308 W001 W002 W101 W102 W103 Type --- --- --- --- --- --- LR�D [1]SEE PLANS AND ELEVATIONS W x H SIZE 3'x8'-5" 3'x6'-11" 3'x4'-11 7/8" 3'x3'-5 7/8" 3'-4"x3'-9" 3'-4"x3'-9" 3'-7 3/4"x5'-9" 3'-7 3/4"x1'-6" 3'-7 3/4"x5'-9" FOR DOOR/WINDOW UNIT RED ROOM DESIGN OPERATION AND SWINGS HEAD HEIGHT 11'-1 1/2" 9'-7 1/2" 7'-6 7/8" 6'-7/8" 6'-4 3/8" 6'-4 3/8" 7'-6 43/64" 1'-9 43/64" 7'-6 43/64" NOTES [2]ALL NEW GLAZING TO BE LOW-E GLASS. MINUMUM INSULATION VALUE OF U=.28 PER 2015 IECC REQUIREMENTS FOR CLIMATE ZONE 7 p p p p U' o r o u u u u p o p p p p Red Room Design 812 Grand Avenue,Ste 203 PLAN 3' ' ' 3' 3'-4" 3'-4" 3'-7 3/4" 3'-7 3/4" 3'-7 3/4" Glenwood Springs,CO 81623 [3]SAFETY GLAZING TO BE k k 'Jr k 'Jr k k k k k k k k . k k k k 970.413.3144 INSTALLED PER IRC R308.4.SEE ELEVATIONS FOR SAFETY GLAZING (SG)LOCATIONS [4]WINDOW MAUFACTURER TO } A, PROVIDE SCREENS FOR ALL NEW } OPERABLE WINDOWS. DOOR } } } MANUFACTURER TO PROVIDE 6 } SCREENS FOR ALL NEW EXTERIOR ELEVATION M DOORS [5]WINDOW AND DOOR MULLIONSfl * b * ILILH73/4', H' CD ELEVATIONS/SCHEDULE } } k 3 k 3 4 3 4 } A, L....) k 3' . x 3' 4. k 3 k �, 3'-7 3/4" �' �, 3'-7 3/4" �, > ID W104 W105 W106 W107 W108 W201 W202 W203 W204 C Type --- --- --- --- --- --- --- --- --- - v W x H SIZE 3'-7 3/4"x1'-6" 3'-4"x5' 3'-4"x5' 3'-4"x5' 3'-4"x5' 3'x2'-7" 3'x6' 3'x2'-7" 3'x6' (f) 0 HEAD HEIGHT 1'-9 43/64" 7'-3" 7'-3" 7'-3" 7-3" 2'-7" 8'-7" 2'-7" 8'-7" W) LL O NOTES SAFETY GLAZING SAFETY GLAZING SAFETY GLAZING SAFETY GLAZING I__L 0-1 L.) 03 CD V) O Q 0 0 0 u 0 0 0 0 0 0 0 u u- u p u p p L.- O Q PLAN " d, 3'-7 3/4„ ,r ,r 3'-4" ,r ,r 3'-4„ ,r ,r 3-4" ,r 3'4„ ,r ,r 3' ,r ,r 3' ,r ,r 3' ,r ,r 3' k 0 A A } -se A, l0 in to to n to to Er To ELEVATION 'A N DRAWING ISSUE k 3' �I �I 3' 'Jr PERMIT SET 5/32019103 PM } } } REVISION 01 12/5/20196:24 AM ,r 3'4„ ,r ,r 3'4„ ,r ,r 3,-4„ 4, 4, 3'4„ ,r 'Jr 3' 4. )' 3 x ID W205 W206 W207 W208 W209 W210 W211 W212 W213 Type --- --- --- --- --- --- --- --- --- W x H SIZE 2'-10"x2'-7" 2'-10"x5'-5 5/8" 2'-10"x1'-6" 2'-10"x2'-7" 2'-10"x5'-5 5/8" 2'-10"x1'-6" 3'-2"x2'-7" 3'-2"x5'-3" 3'-2"x1'-6" HEAD HEIGHT 3'-5 3/4" 8'-11 3/8" 10'-5 3/4" 3'-5 3/4" 8'-11 3/8" 10'-5 3/4" 3'-5 3/4" 8'-8 3/4" 10'-5 3/4" NOTES SHEET TITLE WINDOW p p p li U li U U U 0 [I' 0 U `V 0' 1 U li SCHEDULE PLAN 4, 2'-1 0" 4, 4, 2'-1 0" 4, 4, 2'-1 0" 4, ,,, 2'-1 0" ,, ,, 2'-10" ,, ,, 2'-1 0" ,, ,,, 3 2" 4, ,,, 3 2 ,,, ,, 3 2 4, SHEET NUMBER } i i,( 6`4y/8ptptl ,, ,, Li L`�1�11M i� io i� cl io ELEVATION N [ ] ! A-603 02/05/2020 } 4, 2'-10„ ,r ,r 2'-1 0" k k X 3'_2" 4, i�R000EEUft'U1NOE d, 2'-1 0" d, 4, 2'-1 0" 4, 4, 3 2" d, tonyf } } d, 2'-1 0" d, ,,, 2'-10" 4, ,r 3-2" ,r RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT DOOR AND WINDOW NOTES: ID W214 W215 W216 W217 W218 W219 W220 W221 W222 Type --- --- --- --- --- --- --- --- --- R E D [1]SEE PLANS AND ELEVATIONS W x H SIZE 3'-2"x2'-7" 3'-2"x5'-3" 3'-2"x1'-6" 3'-6"x5'-5" 3'-6"x2'-7" 3'-6"x5'-5" 3'-6"x2'-7" 3'-6"x5'-5" 3'-6"x2'-7" FOR DOOR/WINDOW UNIT RED ROOM DESIGN OPERATION AND SWINGS HEAD HEIGHT 3'-5 3/4" 8'-8 3/4" 10'-5 3/4" 8'-1" 2'-8" 8'-1" 2'-8" 8'-1" 2'-8" NOTES [2]ALL NEW GLAZING TO BE LOW-E GLASS. MINUMUM INSULATION VALUE OF U=.28 PER 2015 IECC REQUIREMENTS FOR CLIMATE ZONE 7 0 V V V V 0 V' .0 0' it V 01 0 w 0 .0 V 0 Red Room Design PLAN 812 Grand Avenue,Ste 203 3'-2" 3'-2" 3'-2" 3'-6" 3'-6" 3'6" 3'-6" 3'6" 3'6" Glenwood Springs,CO 81623 [3]SAFETY GLAZING TO BE 4, k k k k k k k k k ,. ,. k k k k k k 970.413.3144 INSTALLED PER IRC R308.4.SEE ELEVATIONS FOR SAFETY GLAZING (SG)LOCATIONS [4]WINDOW MAUFACTURER TO _ PROVIDE SCREENS FOR ALL NEW } * * * OPERABLE WINDOWS. DOOR } } ci }MANUFACTURER TL EW EXT N19SCREENS FOR ALL NEW EXTERIORELEVATION DOORS 3,-2„ . ^ ` [5]WINDOW AND DOOR MULLIONS ,r 3'-2^ 4, } } 3'-s" } 3'-s" } 3'-6^ W PER ELEVATIONS/SCHEDULE 3,_2„ a-s" 3'-6" 3'6" L...) N ID W223 W224 W225 W226A W226B W227A W227B W228 W229 Type --- --- --- --- --- --- --- --- --- _ ' W x H SIZE 6'-8"x4'-6" 8'-10 5/8"x4'-6" 2'x4'-6" 2'-3"x3'-9" 2'-3"x3'-9" 2'x3'-9" 2'x3'-9" 3'x4' 3'x4' (J") 0 HEAD HEIGHT 7'-10 1/4" 7'-10 1/4" 7'-10 1/4" 8'-2 1/2" 8'-2 1/2" 8'-2 1/2" 8'-2 1/2" 7' 7' W LL 0 NOTES LL a�// c1 L.)� •i 03 V) O Q 0 0 v b V 0 0 V 0 0 0 0 0 V 0 V 0 0 L.— O Q PLAN Ln k 6'-8" k $ 8,10 5/8" .1. k 2 ,, x 2 3 k k 2.-3" 4, ,, 2 k 4, 2 k k 3' ,, k 3 k O T } U ,, MI t-I, El ■ . ELEVATION I ■ ■ ■ ■ "' a DRAWING ISSUE } �. 8,10 5/8" �. } -se } } } } PERMIT SET 5/32019103 PM I' 6 8 I. x,1, 2-3" x 4, 2'-3" , L 2' L 4, 2' L L 3' L I. 3' Ir REVISION 41 12/5/20196:24 AM ID W230 W301 W303 W305 W307 W309 W310 W311 W312 Type --- --- --- --- --- --- --- --- --- W x H SIZE 3'x4' 3'x2'-7" 3'x2'-7" 3'x2'-7" 3'x2'-7" 3'-6"x3'-6" 3'-6"x3'-6" 3'-6"x3'-6" 3'-6"x3'-6" HEAD HEIGHT 7' 2'-8 1/2" 2'-8 1/2" 2'-7" 2'-7" 2'-7/16" 2'-7/16" 2'-7/16" 2'-7/16" NOTES SAFETY GLAZING SAFETY GLAZING SHEET TITLE WINDOW V 0 V V V V V V 0 V V V V 0 V V V 0 SCHEDULE PLAN ), 3' ), 4, 3' 4, 4( 3' )( )( 3' 'f, ), 3' '{, 4, 3 6" ,,, 4, 3 6" 4, 4, 3 6 4, 4, 3 6 4, r EN Y SHEET NUMBER 02/05/2020 j) A, A COOEGWiWIJANCE } } } }FOR tonyf 'v i' i� r; io 4? io io ELEVATION EN EN N N Zn Zo "' °' A-604 Av ,, } 4' 3 'I, k 3 4. k 3 4. k 3' �I' * -v -v k 3' X 4, 3 6 4, 4, 3 6" 4, 'I, 3 6" 4, 'f" 3 6 'f, RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT DOOR AND WINDOW NOTES: [1]SEE PLANS AND ELEVATIONS R I E D FOR DOOR/WINDOW UNIT —RED ROOM DESIGN OPERATION AND SWINGS [2]ALL NEW GLAZING TO BE LOW-E GLASS. MINUMUM INSULATION VALUE OF U=.28 PER 2015 IECC REQUIREMENTS FOR CLIMATE ZONE 7 Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 [3]SAFETY GLAZING TO BE 970.413.3144 INSTALLED PER IRC R308.4.SEE ELEVATIONS FOR SAFETY GLAZING (SG)LOCATIONS [4]WINDOW MAUFACTURER TO PROVIDE SCREENS FOR ALL NEW OPERABLE WINDOWS. DOOR MANUFACTURER TO PROVIDE SCREENS FOR ALL NEW EXTERIOR DOORS nn 11 [5]WINDOW AND DOOR MULLIONS PER ELEVATIONS/SCHEDULE N W v LO k- 00 •(/") 0 IL O Olv 5 03 CD cn o 0_ o O Ln DRAWING ISSUE PERMIT SET 5/32019103 PM REVISION#1 12/5/2019 6:24 AM ID W223 W224 W225 W226A W226B W227A Type W x H SIZE 6'-8"x4'-6" 8'-10 5/8"x4'-6" 2'x4'-6" 2'-3"x3'-9" 2'-3"x3'-9" 2'x3'-9" HEAD HEIGHT 7'-10 1/4" 7'-10 1/4" 7'-10 1/4" 8'-2 1/2" 8'-2 1/2" 8'-2 1/2" NOTES SHEET TITLE WINDOW 0 0 0 0 0 0 0 SCHEDULE PLAN a-to 5/8" 4. 2 , ' 2 3 , ' 2 3" , x 2' X SHEET NUMBER �02/05/2020 ELEVATION 4,, A-605 iO1 COI>ELX1rdY�JFi10E • tonyf } k. 8'-10 5/8. k. 4, 2' 4, 4, 2 3 ,I, , 2 3 , , 2' ), RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]OVERFRAME BED 2, HALLWAY, BATH 1 AND BATH 2 TO MATCH T.O. FINISH FLOOR OF THE RECREATION ROOM. R E D [2]REFER TO INTERIOR ELEVATIONS AND SCHEDULES FOR FURTHER DETAIL. 1 ` --RED ROOM DESIGN FINISH FLOOR ELEVATIONS PROPOSED INTERIOR FINISHES LEGEND WOOD FLOOR WINE CELLAR-T.O.F.F. =82'-7 3/8"VIF (8078'-4 3/8") LOWER LEVEL-T.O.F.F. =91'-6"VIF (8087-3") MAIN LEVEL-T.O.F.F. = 100'-3/4" (8095'-9 3/4") 7 WOOD FLOOR Red Room Design UPPER LEVEL-T.O.F.F = 109'-3/4"VIF (8104'-9 3/4") 812 Grand Avenue,Ste 203 _ Glenwood Springs,CO 81623 TILE FLOOR 970.413.3144 ri TILE FLOOR TILE FLOOR TILE FLOOR CONCRETE FLOOR ) W V C > 0 `- L 00 • O (W 0 4 Q T lIE WALL PAINT:SHERWIN WILLIAMS- - ^/ lJ • WESTHIGHLAND WHITE"SW 7566" LL E_ (73 0) FLOOR: LONGHOUSE PLANK — 0 Q COLLECTION"CUMBRIA" • i2C N 0 Q L.rl Wine CNlar O I 002— I 5 J L COUNTERTOP: POLISHED CAESERSTONE 500 we we - WC WC "LONDON GREY" 1 Stair 1 I001 Li I DRAWING ISSUE PERMIT SET 5/320191:03 PM REVISION Al 12/5/2019 6:24 AM J SHEET TITLE PROPOSED WINE CELLAR FLOOR PLAN SHEET NUMBER VIEW t 02/05/2020 FORCOWXIMPLINICE t 1-201 onyf N 1 Proposed Wine Cellar 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]OVERFRAME BED 2, HALLWAY, BATH 1 AND BATH 2 TO MATCH T.O. FINISH FLOOR OF THE RECREATION ROOM. R E D [2]REFER TO INTERIOR ELEVATIONS AND SCHEDULES FOR FURTHER DETAIL. 1 ` --RED ROOM DESIGN FINISH FLOOR ELEVATIONS PROPOSED INTERIOR FINISHES LEGEND WOOD FLOOR WINE CELLAR-T.O.F.F. =82'-7 3/8"VIF (8078'-4 3/8") LOWER LEVEL-T.O.F.F. =91'-6"VIF (8087-3") MAIN LEVEL-T.O.F.F. = 100'-3/4" (8095'-9 3/4") 7 WOOD FLOOR Red Room Design UPPER LEVEL-T.O.F.F = 109'-3/4"VIF (8104'-9 3/4") 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 TILE FLOOR 970.413.3144 ri TILE FLOOR TILE FLOOR TILE FLOOR CONCRETE FLOOR W ) 0 �O � �` o � � 'v, o - - - - - - - - - - - - - - - m--I i m I WOOD FLOOR: LONGHOUSE -:- n , II 0 I WOOD FLOOR:LONGHOUSE PLANK COLLECTION"CUMBRIA" L.) COLLECTION"CUMBRIA" SURROUND WALL PAINT: LL SHERWIN WILLIAMS cB N • Drip Through Deck i WESTHIGHLAND WHITE"SW 7566"• • SURROUND WALL PAINT: - '_ trjQ • • SHERWIN WILLIAMS Bed 1 Bed 2 O • WESTHIGHLAND WHITE"SW 7566" 11oaI 1105I 0 • • 1 .• 7 r'r - _ .....7\ /4\ , , WOOD FLOOR: LONGHOUSE PLANK I COLLECTION"CUMBRIA" Stair 1 101 - - Recreation Room- 103 ` DRAWING ISSUE SURROUND WALL PAINT:SHERWIN WILLIAMS Hall PERMIT SET 5/320191'03 PM - WESTHIGHLAND WHITE COUNTERTOPS: POLISHED 11021 I REVISION al 12/5/20196:24 AM "SW 7566" CAESARSTONE 5000 - . ItI I ■ LONDON GREY \I I a IMeclOGRmI L7; '1 � p 1 ___ _ Bath 1 I Ba 108 11107th2 1 --- --- ---1---- i L'w(. 1 —Slki SHEET TITLE -i- ilik ■ PROPOSED I LOWER LEVEL SHOWER WALLS: BLUE STRADA LBS12X24H FLOOR PLAN WALLS: INDUSTRIAL GLASS STEEL (POLISHED) 12"X 24" "GREY MIX"4"X 12" FLOOR: BLUE STRADA LBS12X24H (HONED)12"X 24" FLOOR: EBONY SLATE, DARK GREY 8"X 36" COUNTERTOPS: DELLA TERRA QUARTZ ABSOLUTE WHITE HONED SHEET NUMBER -REV '1Icji 1-202 02/05/2020 N tonyf 1 Proposed Lower Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]OVERFRAME BED 2, HALLWAY, BATH 1 AND BATH 2 TO MATCH T.O. FINISH FLOOR OF THE RECREATION ROOM. R E D [2] REFER TO INTERIOR ELEVATIONSAND SCHEDULES FOR FURTHER DETAIL. 1 ` RED ROOM DESIGN FINISH FLOOR ELEVATIONS PROPOSED INTERIOR FINISHES LEGEND H WOOD FLOOR WINE CELLAR-T.O.F.F. =82'-7 3/8"VIF (8078'-4 3/8") LOWER LEVEL-T.O.F.F. =91'-6"VIF (8087-3") lip MAIN LEVEL-T.O.F.F. = 100'-3/4" (8095'-9 3/4") `iI�Gi WOOD FLOOR Red Room Design UPPER LEVEL-T.O.F.F = 109'-3/4"VIF (8104'-9 3/4") 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 �l TILE FLOOR I= 970.413.3144 I•I TILE FLOOR ri TILE FLOOR 044 TILE FLOOR CONCRETE FLOOR n , W V C w > .L 0 v I L oO COUNTERTOPS: DELLA TERRA QUARTZ DW I : WC O O ABSOLUTE WHITE HONED • _ -I U oy�, .y ., .y ., .y .,�� Drip Through Deck / / / / / % COUNTERTOPS:CAESARSTONE FRESH •Drip Through Deck D �� �7,,7,, �7•" CONCRETE 4100"CREAM WHITE" (1) O 0_ WOOD FLOOR: PORCELANOSA HERRINGBONE �����������/ •— CC v' "DOWNTOWN GREY PAYNE" ` /.si „\ \ Il III DW O Ln REF ,/\O`� :r.0 — SURROUND WALL PAINT: 0 ` . `_` - — Af /\ N � � `/`, I Mudroom I Laundry 2 oom SHERWIN WILLIAMS WESTHIGHLAND m mi.— \/\ \ %\ \ \ \ I 211 I WHITE "SW 7566" vIr dfrr, y / � N/ /� `/� �./ 7s%` !/`% `/`'. I FLOOR: �yyyy y� y� �y �y — ' w DR ' THALA LIGHT GREY STARDUST IPtyl 11711:1011411411 1 ° �.\/\i\X\I\X\�\X\�\X\� Dmm!Rm/\X\� { II lib SURROUND WALL PAINT:SHERWIN WILLIAMS % % % � , \/\ \�\/\�\/ /\/\, WESTHIGHLAND WHITE"SW 7566' 70 lj\K \ 75 , y , y.,.y.,.y FLOOR:TBD DRAWING ISSUE / / / /` `/` `/ Garage / / /,Great Room, , / ry// . — ---- ----- I 213 e`/` `/\® \ ""`� ®�.c PERMIT SET 5/32019103 PM e;/ / / / / / I REVISION#1 12/5/20196:24 AM 7 �;�;/;/;4_/;4 / � �`� �'d. ����������������/ WOOD FLOOR: PORCELANOSA HERRINGBONE r\y\,\y\,\y\,\y \y\,\y\ \ '� :.�®�����������®� DOWNTOWN GREY PAYNE NI' / / / , ,&47 44 ♦ , Clos. /: I;!�II� �IIII / / / � �zo51 / \ ��� SURROUND WALL PAINT SHERWIN WILLIAMS f \�\,\�\,\�\�. Entry A ItiZe �` WESTHIGHLAND WHITE SW 7566" \/ / / / ,201, �/ -($, ( 1�- C ; ��I� , / ‘, / ‘, "7�,. Stairfl 2 11 ®th M SHEET TITLE l COUNTERTOPS:CAESARSTONE PEBBLE 4030 PROPOSED MAIN I 1 —VANITY WALL:4"X 16"GLOSSY NATURA MILK TILE "MILK40" FLOOR PLAN SURROUND WALL PAINT: BATHROOM FLOOR:GREY ZEN HEXAGONS SHERWIN WILLIAMS —ACCENT WALL:ANIMAL MAGIC GREY DINOSAUR WALLPAPER WESTHIGHLAND WHITE"SW 7566" —SHOWER WALLS:12"X 24" ST CLAIR LINEAR POLISHED SHEET NUMBER r02/05/2020 12) FORCCODtEtXfmpuir1GE tonyf 12 0 3 N 1 Proposed Main Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]OVERFRAME BED 2, HALLWAY, BATH 1 AND BATH 2 TO MATCH T.O. FINISH FLOOR OF THE RECREATION ROOM. R E D [2] REFER TO INTERIOR ELEVATIONSAND SCHEDULES FOR FURTHER DETAIL. 1 ` RED ROOM DESIGN FINISH FLOOR ELEVATIONS PROPOSED INTERIOR FINISHES LEGEND H WOOD FLOOR WINE CELLAR-T.O.F.F. =82'-7 3/8"VIF (8078'-4 3/8") LOWER LEVEL-T.O.F.F. =91'-6"VIF (8087-3") II-' MAIN LEVEL-T.O.F.F. = 100'-3/4" (8095'-9 3/4") `�IIGi WOOD FLOOR Red Room Design UPPER LEVEL-T.O.F.F = 109'-3/4"VIF (8104'-9 3/4") 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 �l TILE FLOOR I= 970.413.3144 I•I TILE FLOOR nTILE FLOOR 044 TILE FLOOR CONCRETE FLOOR n W V E v CU .: 0 ,70 L oO I I I I I I I I I II FTTTTTTTTTTTTTTTTTTTTTT9 O TTTTTTTTTTTT� Cl.)� TTTTTTTTTTTTTTTTTTTTTTTT Deck Below L C I__ L.) FTTTTTTTTTTTTTTTT�� Deck Below ■'T' Master Deck TTTTTTTTTTTTTTTTTT r Q WOOD FLOOR: PORCELENOSA HERRINGBONE_ TTTTTTTTT 1 WALLS:STATUARIO VENATO POLISHED TILE T I I I I 14 TTTTTTTTT TTTTTTTTTTTT� L O DOWNTOWN G'EY PAYNE TTTTTTTT TTTTTT! Ln TTTTTTTTT FLOOR:STATUARIO VENATO HONED TILE TTTTTT 0 �T�T�T� TTTTTTTTTTTT� -li�ui T 1. ■_ _ r___1.IIWOOD FLOOR: PORCELENOSA HERRINGBONE _.DOWNTOEN GREY PAYNE 1I llirdid q ft :l it- i'ar m 'I! SURROUND WALL PAINT: SURROUND WALL PAINT:SHERWIN WILLIAMS I I SHERWIN WILLIAMS WESTHIGHLAND WHITE "SW 7566" III WESTHIGHLAND WHITE"SW 7566" Loft ■,�Master Bath � I -Ma 303Bed 1.=_• - --••■ .r_: I„I I �■ WOOD FLOOR: PORCELENOSA HERRINGBONE DRAWING ISSUE 1111 DOWNTOWN GREY PAYNE II, PERMIT SET 5/3/20191:0320136:24 PAM REVISION Al 12/5/2019 6:24 AM ■w r0 '■fi■, fi`�_ i SURROUND WALL PAINT: ..•l1 ICInnnnnn I. i��� SHERWIN WILLIAMS WESTHIGHLAND WHITE "SW 7566" d.,.. � Attic SURROUND WALL PAINT:ayyTiTinl; ED SHERWIN WILLIAMS TTyyyyy ,F1 k5- _, N SIT W 7 6."yyyyyyy� Stair 2 M�y y y SHEET TITLE 1301 I FLOOR:STATUARIO VENATO HONED TILE +yyyy ACCENT WALL:WALKER ZANGER CLAREMONT I yyyyyyy DIMENSIONAL CALACATA HONED ylllllllllllllllllylyI I I I I I I I I I I I I I I I I I I I I I • FLOOR:STATUARIO VENATO HONED TILE PROPOSED r I. II, 1 1 UPPER LEVEL FLOOR PLAN SHEET NUMBER tE Ell [02/05/2020 KAMMGUISVANCE 1-204 tonvf N 1 Proposed Upper Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT LIGHTING LEGEND WINE ROOM LIGHTING COUNTS LEGEND NOTES: -—R5 [14] RECESSED LINEAR LED [1]ALL NEW LIGHTING TO BEAT LEAST 75% EFFICACY. R E D A2 ❑° 3"SQUARE WET LOCATION CAN LIGHT [2]ALL NEW DECORATIVE LIGHTING TO BE LED. 1 ` ---RED ROOM DESIGN A3 E 3"SQUARE ADJUSTABLE CAN LIGHT -R1 [1] 45°DRY LOCATION LED R404.1 LIGHTING EQUIPMENT(MANDATORY) ID1 O ROUND DECORTIVE LIGHT T SD [1] SMOKE DETECTOR [1]NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY ID2ELF SQUARE DECORTIVE LIGHT INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THEN 75 PERCENT OF THE PERMANENTLY INSTALLED ID3 IO:OA:OI LINEAR DECORTIVE LIGHT LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. Red Room Design 812 Grand Avenue,Ste 203 ID5 SQUARE SURFACE MOUNT Glenwood Springs,CO 81623 [2]EXCEPTION: LOW-VOLTAGE LIGHTING. 970.413.3144 ID6 H7 SQUARE WALL SCONCE R404.1.1 LIGHTING EQUIPMENT(MANDATORY) IDS SEE RCP DECORATIVE SURFACE MOUNT [1]FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY EXT-1 HOI EXTERIOR SQUARE WALL SCONCE BURNING PILOT LIGHTS. R1 45°DRY LOCATION LED R5 =___= RECESSED LINEAR LED CL e__a LED LINEAR CLOSET a ) W R-, T2 I C I 2 X 2 TROFFER L_1 T3 c==2 1 X 3 TROFFER ( ) r CI r F 0 EXHAUST FAN -0 LU CD CD CARBON MONOXIDE a /SMOKE DETECTOR COMBO •L) 0 I I ^ ` LL SD s SMOKE DETECTOR IY W '0 P p CONCEPT LAYOUT N V II a\ 7- I == == III Ia\ II ,4 ib , ^ (1.)II \\ \\ I �i n \\ 'II • N II a, `y __j \\ � \ L O II 'fit \\/, .\ „( % II Li-)II „' \\ (< . \\ '1I SO N— II _ ,,_ y u2 _, s 1>__ a - WC WC {}-{L WC WC �� R1 ii +1„1°- LiEE LEVEL ABOVE FOR LIGHTING PLAN I I 1111 . 1 0 I L____ - J DRAWING ISSUE PERMIT SET 5/320191'03 PM REVISION#1 12/5/2019 6:24 AM SHEET TITLE ` PROPOSED WINE CELLAR RCP SHEET NUMBER r02/05/2020 1-701 FORCODECONIKWICE tonyf 1 Proposed Wine Cellar RCP 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT LIGHTING LEGEND LOWER LEVEL LIGHTING COUNTS LEGEND NOTES: o A2 [6] 3"sQUAREweTLocnrloNCAN LIGHT [1]ALL NEW LIGHTING TO BE AT LEAST 75% EFFICACY. R E D A2 ❑° 3"SQUARE WET LOCATION CAN LIGHT [2]ALL NEW DECORATIVE LIGHTING TO BE LED. 1 ` A3 ❑❑ 3"SQUARE ADJUSTABLE CAN LIGHT g A3 [44] 3"SQUARE ADJUSTABLE CAN LIGHT —RED ROOM DESIGN R404.1 LIGHTING EQUIPMENT(MANDATORY) ID1 O ROUND DECORTIVE LIGHT R y T2 [2] 2 X 2 TROFFER [1]NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY ID2ELF SQUARE DECORTIVE LIGHT ==CL [3] LED LINEAR CLOSET LIGHT INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THEN 75 PERCENT OF THE PERMANENTLY INSTALLED ID3 IDQQQI LINEARDECORTIVELIGHT ___R1 Red Room Design [12] 45°DRY LOCATION LED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. g rI--I 812 Grand Avenue,Ste 203 IDS SQUARE SURFACE MOUNT Glenwood Springs,CO 81623 LI-J -(43-ID1 [2] DECORATIVE CHANDELIER [2]EXCEPTION: LOW-VOLTAGE LIGHTING. 970.413.3144 ID6 H7 SQUARE WALL SCONCE o_oo_o R404.1.1 LIGHTING EQUIPMENT(MANDATORY) ID8 SEE RCP [1] LINEAR DECORATIVE CHANDELIER DECORATIVE SURFACE MOUNT [1]FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY EXT-1 HOI EXTERIOR SQUARE WALL SCONCE 4 ID6 [2] DECORATIVE WALL SCONCE BURNING PILOT LIGHTS. R1 45°DRY LOCATION LED 4 [3] EXTERIOR WALL SCONCE EXT-1 Recessed luminaires installed in building thermal envelope Any recessed fixtures in R5 =___= RECESSED LINEAR LED shall be sealed and IC-rated contact with insulation 2 SD [4] SMOKE DETECTOR -IECC sec R402.4.5 must be IC rated. CL e==a LED LINEAR CLOSET nn 11 o F [2] EXHAUST FAN W R--. T2 I ' I 2 X 2 TROFFER L_1 T3 c==0 1 X 3 TROFFER CD , W L CI F O EXHAUST FAN • — v— CD CARBON MONOXIDE �� Li— CO 91 /SMOKE DETECTOR COMBOMBO 0 •r� SD S SMOKE DETECTOR W 3 CD A3 A3 3 ilq— OA3 O A3 Q ID1 ID1 ❑ Ln CD w ❑A2 ❑A2 L. A3 �A3 O T a A3 7'-7 3/8" A3 13 7'-7 3/8"A3 _ ❑ nirli A3 A3 A3 CL o CL _T • p �� A3 A3 ❑ �KOXOXOX01 ID3 — II A3 EXT-1 ❑❑ A3 A3 ID A3 CL" A3 °D DRAWING ISSUE ❑° ❑° MIN.3'CLEARANCE FROM BATH PER IRC 314.3 A3 A3 ❑ C E ❑ E- PERMIT SET 5/320191:03 PM T-81/2" A3 7-6"A3 — A3 A3 A3 REVISION#1 12/5/2013 aza AM /--- ❑° ❑° ❑° ID6o • - A3 A3 A3 13 A3❑ I m- ¢- --- :limm---, - i-p - I ❑ A3• `ID6o ::..- k � e ❑ ❑A3 T2 i.•. s ❑ O -.. W ��_ T---P A3 ❑ Q 7'-81/4" -T- R1 A3 411111.- iII _ — -I —7 8 1/4, 1NE❑ 0 E. ,_Ii�� • _ Q a ,J 2 A3 A3 A3 A3;rf y----� -• I �" / Ii T2 SHEET TITLE I PROPOSED MEDICINE CABINET —RECESSED LED TREAD LIGHTS WITH VERTICAL LED LIGHTS LOWER LEVEL RCP SHEET NUMBER ri.,-.,„ 02/05/2020 1-702 FOR COUtAXINKIMCE tonyf 1 Proposed Lower Level RCP 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT LIGHTING LEGEND MAIN LEVEL LIGHTING COUNTS LEGEND NOTES: 0 A2 [2] 3"SQUARE WET LOCATION CAN LIGHT [1]ALL NEW LIGHTING TO BE AT LEAST 75% EFFICACY. R E D A2 E3"SQUARE WET LOCATION CAN LIGHT [2]ALL NEW DECORATIVE LIGHTING TO BE LED. 1 ` A3 E 3"SQUARE ADJUSTABLE CAN LIGHT E A3 [49] 3"SQUARE ADJUSTABLE CAN LIGHT —RED ROOM DESIGN R404.1 LIGHTING EQUIPMENT(MANDATORY) ID1 O ROUND DECORTIVE LIGHT ==CL [3] LED LINEAR CLOSET LIGHT [1]NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY ID2ELF SQUARE DECORTIVE LIGHT ---R1 [14] 45°DRY LOCATION LED INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THEN 75 PERCENT OF THE PERMANENTLY INSTALLED ID3 10000I LINEAR DECORTIVE LIGHT ID1 [2] DECORATIVE CHANDELIER LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. Red Room Design rI--I 812 Grand Avenue,Ste 203 ID5 SQUARE SURFACE MOUNT Glenwood Springs,CO 81623 LI-J { IDS [5] LINEAR DECORATIVE CHANDELIER [2]EXCEPTION: LOW-VOLTAGE LIGHTING. 970.413.3144 ID6 ^{°] SQUARE WALL SCONCE R404.1.1 LIGHTING EQUIPMENT(MANDATORY) ID8 SEE RCP 4 IDS [4] DECORATIVE WALL SCONCE DECORATIVE SURFACE MOUNT [1]FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY EXT-1 'O EXTERIOR SQUARE WALL SCONCE q p BURNING PILOT LIGHTS. o�blD-8o [1] DECORATIVE SURFACE MOUNT R1 45°DRY LOCATION LED Any recessed fi'. Recessed luminaires i R5 =___= RECESSED LINEAR LED 9 contact with insulati. in building thermal envelope EXT-1 [7] EXTERIOR WALL SCONCE must be IC rated. shall be sealed and IC-rated —IECC sec R402.4.5 CL m__m LED LINEAR CLOSET a SD [2] SMOKE DETECTOR R—". T2 I C I 2 X 2 TROFFER —1 o F [2] EXHAUST FAN T3 m==m 1 X 3 TROFFER CARBON MONOXIDE CD •s CD [1] /SMOKE DETECTOR COMBO CI F O EXHAUST FAN T CD CD CARBON MONOXIDE a /SMOKE DETECTOR COMBO •If) 0 SD s SMOKE DETECTOR OW z_ ° we ° A3 A3 A3 [ c V L � E 0 0 0 _ A3 A3 A3 A3 ( O Q *7'-9.5" ❑EXT-1 II DW �m A3 �A3 I i Ex REF A3 R"LL JJ A3 OLn tki 8 45 r llf e ❑° ❑° ❑° SIDS EIEFID51- IDS A3ID51 8 A3 L EE ❑° ❑° EE —' A3 —r--A3 A3 -- A3 A3 A3 A3 A3 A3 I M� W . DR L • ii `l A3 c A3 ❑A3 I' • 'I ❑ 171 8' 3 I 5D6 ID6 0 O ID8 —— „.... ...8'-2.75„ ' [al 3 CL CL �" DRAWING ISSUE PERMIT SET 5/320191:03 PM O ❑° A3 A3 A3— LI A3 o �m lki�� ii) REVISION#1 1z/s/zol9ezanM ID1 A3 A3 A3 r 10'-5 1/4" SEE ABOVE RCP — I I / �D �= /\ n ❑3 _ CL II— A3 ID1ii,,C. _Ji 1mIN A311 I 11 A3 O A3 ID1 — - ��� 8' m� m 0 0 0 � I` ill --I ❑m ❑a ❑a ❑a ❑a I--� � �I A2 g is � SHEET TITLE A3 A3 A3 A3 A3 A3 43 _ A3 A3 I v— --G � O E ICI I—I I—I / I - I EXT., A2 —— —. I I PROPOSED MAIN E 19 LEVEL RCP i— x W SHEET NUMBER REEE VK 02/05/2020 D 1-703 tonyf 1 Proposed Main Level RCP 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT LIGHTING LEGEND UPPER LEVEL LIGHTING COUNTS LEGEND NOTES: 0 A2 [3] 3"SQUARE WET LOCATION CAN LIGHT [1]ALL NEW LIGHTING TO BE AT LEAST 75% EFFICACY. R E D A2 E 3"SQUARE WET LOCATION CAN LIGHT [2]ALL NEW DECORATIVE LIGHTING TO BE LED. 1 ` A3 E 3"SQUARE ADJUSTABLE CAN LIGHT E A3 [33] 3"SQUARE ADJUSTABLE CAN LIGHT —RED ROOM DESIGN R404.1 LIGHTING EQUIPMENT(MANDATORY) ID1 O ROUND DECORTIVE LIGHT =—CL [2] LED LINEAR CLOSET LIGHT [1]NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY ID2ELF SQUARE DECORTIVE LIGHT ---R1 [6] 45°DRY LOCATION LED INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT LESS THEN 75 PERCENT OF THE PERMANENTLY INSTALLED ID3 10000I LINEAR DECORTIVE LIGHT ID1 [3] DECORATIVE CHANDELIER LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. Red Room Design rI--I 812 Grand Avenue,Ste 203 ID5 SQUARE SURFACE MOUNT Glenwood Springs,CO 81623 LI-J ==T3 [2] 1'X3'TROFFER [2]EXCEPTION: LOW-VOLTAGE LIGHTING. 970.413.3144 ID6 H7 SQUARE WALL SCONCE 4 ID6 [a] DECORATIVE WALL SCONCE R404.1.1 LIGHTING EQUIPMENT(MANDATORY) ID8 SEE RCP DECORATIVE SURFACE MOUNT 4 [1]FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY EXT-1 HOI EXTERIOR SQUARE WALL SCONCE EXT-1 [1] EXTERIOR WALL SCONCE BURNING PILOT LIGHTS. R1 45°DRY LOCATION LED S SD [2] SMOKE DETECTOR R5 =___= RECESSED LINEAR LED Recessed luminaires installed p F [3] Any recessed fixtures in EXHAUST FAN in building thermal envelope shall be sealed and IC-rated contact with insulation —IECC sec R402.4.5 CL == must be IC rated. LED LINEAR CLOSET �[ R—- W T2 I \ I 2 X 2 TROFFER L_1 T3 c==0 1 X 3 TROFFER CD , W L CI F 0 EXHAUST FAN CD CD CARBON MONOXIDE CO i CO a /SMOKE DETECTOR COMBO O SD s SMOKE DETECTOR � '� OCD L.)CL L O Q C w O Ln 4 LEIai m-- 11'-1"HP 8'LP 0 0 0 ❑° mr,1m . C A3 A3 A3 A3 A3 A3 A3 A2 °❑ zo ❑° H b — b b — LI A 11'HP ICI ] [ A3 11'HP o ° o o ° oI CL A3 A3 A3 A3 • °NI 4 ID1 I 7 so J so I EI A DRAWING ISSUE ffi A3 A3 A3 A3 A3 A3 ID1 PERMIT SET 5/320191'03 PM 6'-6"LP CL A3 ce REVISION#1 12/5/2019 6:24 AM E A3 E A3 — A3 �3 ' °❑ 14' P 9'-11 1/4" t - ° II�Iq3 �IA3 �� �0 II,,5.2"L R —�— HP � = V^\ A3 A3 A3 ===T3 8'-5"LP 11'-81/2"HP SEE BELOW RCP/� ► l 1 rf }I A3 SHEET TITLE ID1 ❑m E E E1 A3 A3 q3 A3 III. .ir III. .011 PROPOSED UPPER LEVEL RCP SHEET NUMBER F /Eft 11 02/05/2020 J 1-704 tonyf 1 Proposed Upper Level RCP 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT STRUCTURAL GENERAL NOTES ABBREVIATIONS STRUCTURAL SYMBOLS LEGEND WOOD AND TIMBER FRAMING SPECIAL INSPECTION AB ANCHOR BOLT K _KING - - - EXISTING FLOOR JOIST OR ROOF RAFTER 1. All construction shall conform to the 2015 editions of the Intemational Residential Code(IRC)&International Building Code 1. All wood and heavy timber construction shall conform to the American Institute of Timber Construction(AITC)and National 1. The owner shall employ a special inspector per IBC Chapter 17.The special inspector shall submit a copy of all his reports to the ABV ABOVE KSI _KIPS PER SQUARE INCH IBC and the Garfield County amendments. Design Specification NDS Standards,latest edition. Owner Architect,Structural Engineer and the Building Department.When the work is completed,the special inspector shall ACI AMERICAN CONCRETE INSTITUTE LL LIVE LOAD ___-- EXISTING HEADER BEAM MINE- GENERAL (IBC), ty 9 P (NDS) 9 9 P D P� P ADDL ADDITIONAL LLH LONG LEG HORIZONTAL 2. Details not specifically shown on these drawings shall be similar to details for like construction as shown on these drawings. 2. Structural framing lumber shall be at a minimum,as noted below,unless noted otherwise,and shall have a maximum submit a final signed report stating whether the work was,to the best of his knowledge,in conformance with the approved set of ADJ ADJUSTABLE LLV LONG LEG VERTICAL EXISTING FLUSH BEAM STRUCTURAL DESIGN 3. The Contractor shall verify all dimensions and conditions at the job site,and shall report any discrepancies to the Architect and moisture content of 19%at time of delivery. plans and specifications and the applicable workmanship provisions of the building code.The structural engineer of record will AFF ABOVE FINISHED FLOOR LOC LOCATION w.evomemud.com Structural Engineer of Record(S.E.O.R.)before proceeding with work. make visits to the site to observe general compliance with the approved structural plans,specifications and change orders.The ALT ALTERNATE LT LIGHT - . - EXISTING DROPPED BEAM mmIaf Main sleet 4. Refer to Architectural drawings for dimensions and other information not specifically shown on Structural Drawings.Dimensions TYPE SPECIES GRADE Fb(MIN) contractor shall coordinate with the special inspector in order to ensure that the special inspection as indicated below can be APA AMERICAN PLYWOOD ASSOC LVL LAMINATED VENEER LUMBER Carbondale,Co 61623 shown are approximate and are provided as an aid in interpreting the drawings and must be verified with the Architectural performed with minimal impact to the project schedule. ARCH ARCHITECT OR ARCHITECTURAL MATL MATERIAL EXISTING LEDGER 157o151odrrs drawings.In the event of conflict,dimensions shown on the Architectural drawings shall govem.Notify the S.E.O.R.of any Existing 2x structural Joists,Rafters&Headers Doug Fir No.2 1250 psi 2. Special inspection is required for the following types of work.Refer to Chapter 17 of the B.O. BOTTOM OF MAX MAXIMUM EXISTING FRAMING MEMBERTO BE REMOVED discrepancies prior to constructing the impacted portions of the work.Scaled dimensions shall not be used. 2x Structural Joists,Rafters B Headers Douglas Fir-Larch No.2 900 psi 2015 IBC for additional testing and specific requirements. BLDG BUILDING MECH MECHANICAL 5. No structural members shall be cut,notched or otherwisepenetrated unlesssecificall approvedthe S.E.O.R.in advance or 2.1. All cast-in-lace concrete work reinforcingplacement,except nonstructural concrete(periodic). BLKG BLOCKING MF MOMENT FRAME ���� specifically PP by P P iP ) .� as shown on these drawings. 2x Studs,Posts&Plates Douglas Fir-Larch No.2 900 psi 2.2. All bolts embeds in (period c).(continuous gwet stabbed,periodic if tied). BLW BELOW BM BEAM MNR MINIMUMCTURER EXISTING CONCRETE WALL&FOOTING ._o`OPpDOL/,Fysh 6. Provide openings,curbs,framing,supports and attachments for items as indicated on Architectural,Mechanical,Electrical or Versa-Stud 1.7E 2,400 si 2.3. All sho and field weldingBOT BOTTOM MISC MISCELLANEOUS other drawings included in the Construction Documents. 2.4. All high-strength bolted connections(periodic). BOW BOTTOM OF WALL MTL METAL Vp•`4ex•R•E0�•••.rO rrr 7. Where these General Notes and typical details are in conflict with the Specifications,these Notes and Details shall govem. Douglas Fir-Larch No.2 900 psi �L 9 Plates BRG BEARING N.S. NOT SHOWN EXISTING MASONRY WALL&FOOTING : ;F LSL 1.3E 1,700psi BTWN BETWEEN NTS NOT TO SCALE - i :vt 51035 i; DESIGN LOADS BWP BRACED WALL PANEL o.c. ON-CENTER q i Stringers,Beams&Posts(4x) Douglas Fir-Larch No.1 1,000 psi ' ' 1. ROOF LOADS CANTD CANTILEVERED O.F. OUTSIDE FACE EXISTING BEARING STUD WALL BELOW FRAMING t0,0, yxe S Dead Loads.......................................20psf Stringers,beams(6x&greater) Douglas Fir-Larch No.1 1,350 psi CCW COUNTER-CLOCKWISE OPNG OPENING rr1-i5•. ..•�,4" Live Loads Snow........................ 70 sf' CIP CAST-IN-PLACE OPP OPPOSITE EXISTING WALL BELOW FRAMING TO BE REMOVED ttw S/ONAE ENG= (Snow) P Posts(6x&greater) Douglas Fir-Larch No.1 1,200 psi CJ CONTROL JOINT OSB ORIENTED STRAND BOARD - �x, i i o- (per 2016 SEAL Snow Load Data Report col Site Elevation=8,100',K=15.0,Ground Snow Load=81 psi) CJP COMPLETE JOINT PENETRATION P.E. PRE-ENGINEERED 2. FLOOR LOADS 3. Provide solid blocking at supports between joists and rafters.Within floor joist spaces beneath solid or built-up posts,provide CL CENTERLINE P.T. PRESSURE TREATED - - - FLOOR JOIST OF ROOF RAFTER 112G2019 Dead Loads.......................................20psf solid blocking with area same as post above. CLR CLEAR PAF POWER-ACTUATED FASTENER ----- HEADER BM OR LINTEL Live Loads. .40psf 4. All plywood shown on these drawings shall be minimum C-D grade with exterior glue in accordance with DOC PS 1 and comply CMU CONCRETE MASONRY UNIT PC PRE CAST 3. LATERAL LOADS with IBC section 2304. CNTRD CENTERED PEN PENETRATION FLUSH BEAM Seismic Design Category..................B 5. Sill plates shall be of naturally durable wood,or Zinc Borate treated LSL or Douglas Fir-Larch per IBC Section 2304.12 with Fc COL COLUMN PERP PERPENDICULAR Basic Wind Speed.............................I 15mph perp=625 psi,minimum and shall be protected for dry use. CONC CONCRETE PL PLATE -•- DROPPED BEAM Exposure Category...........................B 1.FLOOR SHEATHING SHALL BE AS FOLLOWS' CONN CONNECTION PLCS PLACES 6. All wood framing shall be preservative pressure treated when in contact with concrete or masonry foundation or exposed to -••- LEDGER Importance Factor............................1 exterior conditions.All fasteners used to conned pressure-treated wood shall be hot-dipped galvanized(HDG)or stainless WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS FLOOR SHEATHING,RATED I FLOOR, CONST CONSTRUCTION PLF POUNDS PER LINEAR FOOT 9 steel. *No duration of load increase was used in design 24"o.c,23/32'THICK,T 8. FASTE G OR 1 1/B"WARMBOARD-S.FLOOR SHEATHING SHALL BE GLUED AND FASTENED TO CONT CONTINUOUS PLL PARALLEL I JOIST HANGER OR BEAM TO BEAM CONNECTION FLOOR JOISTS&BEAMS USING ADHESIVES CONFORMING TO APA SPECIFICATION AFG-01 AND APPLIED IN CONTR CONTRACTOR PLY PLYWOOD C RE:HANGER SCHEDULE FOR CONNECTION,U.N.O. FOUNDATIONS 7. Except as noted otherwise,provide minimum nailing as specified in IBC Table 2304.10.1.Structural nailing shall be with CW CLOCKWISE PSF POUNDS PER SQUARE FOOT common nails,unless otherwise noted on the Drawings.Nails exposed to weather shall he galvanized.Nails used to conned ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.REMOVE WATER,DUST AND DEBRIS FROM JOISTS. DBA DEFORMED BAR ANCHOR PSL PARALLEL STRAND LUMBER MOMENT CONNECTION 1.Concrete foundations are designed based on the following assumed soil values Nil dead loadplus full live load,placed an natural APPLY GLUE TO JOISTS&BEAMS AND COMPLETE ALL FASTENING BEFORE GLUE SETS.FLOOR SHEATHING 9 g ( preservative treated wood shall be hot dipped galvanized(HDG)or stainless steel. DEFL DEFLECTION R RADIUS soils and/or engineered structural Illper soils engineer), USED AT EXTERIOR DECKS SHALL BE LABELED"EXTERIOR"OR"EXPOSURE I'. 9 9 I 8. Metal timber connectors shall be Simpson Strong-Tie or equivalent.Hardware specified is for specific member size& DIAL DIAGONAL R.D. ROOF DRAIN VERTICAL STEP IN FLOOR LLJ Allowable bearing pressure=2,000 psf manufacturer as show on the structural drawings.Hanger slope,skew&top flange shall be designated by the contractor as 2. ROOF SHEATHING SHALL BE AS FOLLOWS: DL DEAD LOAD RE: REFER TO 0 Lateral Al-Rest Earth Pressure=50 pit required.Simpsonwnnectors for reservative treated wood or connectors in contact with concrete shall be ZMAX or HDG,or WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS ROOF SHEATHING,LABELED E.F. EACH FACE REINF REQUIREDING/MENT 0 Lre q P "EXPOSURE 1",RATED SHEATHING,40/20,5/8"THICK E.N. EDGE NAILING READ REQUIRED EXISTING VERTICAL STEP IN FLOOR Lateral Active Earth Pressure=40 pit as otherwise recommended by specific connector supplier.Install all connectors in accordance with manufacturers instructions Lateral Passive Earth Pressure=350 pcf for maximum rated loads. 3.FLOOR&ROOF SHEATHING LAYOUT' E.W. EACH WAY RS ROUGH SAWN Coefficient of Friction for Footing=0.35 9. Bolts used as timber-to-steel or timber-to-timber connectors shall be ASTM A307 unless noted otherwise on the Drawings. 3-SPAN CONTINUOUS-MIN,PERP TO FRAMING MEMBERS EL ELEVATION RTU ROOF TOP UNIT WALL STEP,POINTS IN DIRECTION OF DOWN Frost Depth=36'min(per Cityof Aspen) ELEV ELEVATOR S.O.G. SLAB ON GRADE L LJ 0 0 P P ) Bolts shall be installed in accordance with the requirements of the latest edition of the National Design Specification for Wood EMBED EMBEDMENT S SCHEDULE EXISTING WALL STEP,POINTS IN DIRECTION OF DOWN Q 2. Soils conditions and Types,at the proposed foundation bearing elevations,shall be verified as adequate for the noted soil values, Construction(NDS)by the National Forest Products Assoc.Bolts used to connect pressure-treated wood shall be HDG or EQ EQUAL SEOR EOR STRUCTURAL ENGR OF RECORD � by a representative of a qualified Geotechnical Engineer(employed by Owner)during excavation. stainless steel. EQUIV EQUIVALENT SHT SHEET - LJJ Q CE 3. Proper surface and below grade perimeter drainage shall be interred per Civil&Geotechnical Engieers to relieve foundations 10. Lag screws shall be ASTM A307.Holes for lag screws shall be bored the same depth and diameter as the bolt shank.The -EXIST 41(E) EXISTING SHTG SHEATHING CONCRETE WALL&FOOTING from hydrostatic pressures. remaining depth of penetration shall be bored per NDS requirements.Lag screws used to connect pressure-treated wood shall EXP EXPANSION SIM SIMILAR CDO 4. It is the responsibility of the Contractor to review the Geotechnical Engineer's recommendations and notify the Architect and/or be HDG or stainless steel. FRAMING MEMBERS EXT EXTERIOR SP SPACE OR SPACING Z Li- S.E.O.R.if any changes to the design are required prior to start of construction. 11. Provide malleable iron washers or equivalent cut plate washers under all nuts,bolts or lag screw heads which bear on wood. F.D. FLOOR DRAIN SPECS SPECIFICATIONS - - - in O 12. Wood screws shall be steel per NDS requirements.Pre-0rill holes to prevents splitting FDN FOUNDATION SS STAINLESS STEEL a ,QQ,Q ` MASONRY WALL&CONCRETE FOOTING z C.)p gas recommended in the NDS. 0 13. Wood members shall be cut or notched only as shown on the Structural Drawings. FLG FLANGE STD STANDARD - - - Z FS FULL SAWN STGD STAGGERED REINFORCED CONCRETE 14. Provide cross bridging,solid bridging or other lateral support for all framing members in accordance with the requirements of FTG FOOTING STL STEEL t---1- WOOD STUD STRUCTURAL WALL ABOVE CO z 1. All concrete design is based on the"Building Code Requirements for Reinforced Concrete",ACI 318,latest edition,associated IBC Section 2308. G.C. GENERAL CONTRACTOR STRUCT STRUCTURAL LLJ Commentary(ACI 318R),and IRC/IBC Requirements. 15. Except where more stringent construction is shown on the Drawings,wood construction shall comply with the requirements of GA GAUGE/GAGE SYM SYMMETRICAL /////////A STONE VENEER LL 0--- 2. All structural concrete shall be in accordance with ASTM C39.Minimum compressive strengths noted are required at 28 days, the IBC,latest edition,as a minimum. SHEATHING NAILING GALV GALVANIZED,HOT DIP T TRIMMER Cl- CO typical unless noted otherwise. GB GRADE BEAM TUB TOP AND BOTTOM 2.1.For structural concrete in buildings of occupancy categories R-2AR-3,Minimum compressive strength=3000 psi.Exterior& NAIL SPACING COMMENTS GL GLUE-LAMINATED MEMBER TUG TONGUE AND GOOVE BEARING STUD WALL BELOW FRAMING Q TYPICAL FRAMING CONNECTION SCHEDULE SHEATHING CK O garage slab minimum compressive strength=3,500 psi&air entrained 5-7%. 12 FASTENERS INTERMEDIATE H.A.S. HEADED ANCHOR STUD T.O. TOP OF MINIMUM U.N.O. APPLICATION PANEL EDGES HDR HEADER TOF TOP OF FOOTING NON-BEARING STUD WALL BELOW FRAMING ct in 2.2.Structural concrete for all other structures:Minimum compressive strength=3,500 psi&maximum w/cm ratio of 0.50.Exposed ( ) SUPPORTS HGR HANGER TOL TOP OF LEDGE O to freeze-thaw cycles minimum compressive strength=4500 psi&maximum w/cm ratio of 0.45.Exposed to deicing chemicals= CONDITION NAILING TYPE WOOD FLOOR flit COMMON(0.1310) 12" 6" GLUED(SEE NOTE 1) HORIZ HORIZONTAL TOS TOP OF SLAB BRACED WALL PANEL BWP&BEARING WALL BELOW FRAMING 5000 psi U maximum w/cm ratio of 0.40. HSS HOLLOW STRUCTURAL STEEL TOW TOP OF WALL (BWP) 2.3.Stained or polished floor slabs:Minimum compressive strength=4000 psi with low pozzolanic material ratios. Joists or Rafters to T.O.Double Top Plate,Sill Plate or Beam (3)10d Toenail WOOD ROOF 8d COMMON(0.1310) 12" 6" HT HEIGHT TYP TYPICAL 3. All concrete shall be consolidated using mechanical vibrators. Rim Joist or Structural Fascia to Joists,Rafters (2)ff4,(1)TAB End Nail LF. INSIDE FACE UNO UNLESS NOTED OTHERWISE EXISTING BRACED WALL PANEL(BWP)&BEARING WALL BELOW FRAMING 4. All concrete work shall conform to the requirements of the IBC and ACI Standard 318,latest edition,of the American ConcreteIBC INTN'L BUILDING CODE VERT VERTICAL Institute(ACI),unless shown or noted otherwise on these drawings. Sole Plate to Sill Plate (3)10d@1&e.c. Face Nail TYP FLOOR & ROOF SHEATHING INT INTERIOR VIF VERIFY IN FIELD } } BRACED WALL PANEL(BWP)&NON-BEARING WALL BELOW FRAMING 5. Aggregate shall conform to ASTM C33. O IRC INTN'L RESIDENTIAL CODE w/ WITH Sole Plate to Joist,Rim Joist,Beam or Blkg-Typ (2)16tl @ 16'o.c. Face Nail 7. Cement shall l placed in a,Type core Type II modified. SCALE: NTS ISO ISOSTTION WP WERKLD POINT 7. Concrete shall be placed in accordance with ASTM C94 and ACI Standard 304. Sole Plate to Joist,Rim Joist,Beam or Blkg at BWP' (3)16d @ i6'o.c. Face Nail JST JOIST WWF WELDED WIRE FABRIC 8. All embedded items shall be placed accurately and secured prior to beginning concrete placement. Double Studs,Buift-up Corner Studs,Trim Studs to King Studs Per Typ Detail JT JOINT ROOF OVERFRAMING PER TYPICAL DETAIL 9. Construction joints shall be located so as not to impair the strength of the structure.Construction joints shall comply with ACI Rim Joist to Top Plate 80 Vac. Toenail 318,unless noted otherwise. @TYP DBL TOP PL CONN's ■ STEEL OR WOOD COLUMN WHICH SUPPORTS FRAMING OR LOADS FROM ABOVE 10.Concrete mix designs shall be submitted to the Architect&S.E.O.R.for approval prior to placement of any concrete. Blkg Btwn Rafters&Joists to Top Plate,Sill Plate or Beam 8d @ Vac.(3)min per block Toenail SAWN LUMBER 2"NOM.THICKNESS)CONNECTION SCHEDULE SEE WALL FRAMING NOTES FOR MIN SIZE,NUMBER,AND TYPE 10d COMMON 24"o.c. ( DATE: ISSUE: 11.Reinforcement and embedded items shall be free of excessive scale,cost,dirt,grease,&all or any other substance that will 2x DBL TOP PL-TYP U.N.O. (2)10d @CORNER& 2x Decking to Joists (2)10d each joist Face Nail PLY TO PLY CONNECTION 2-PLY 3-PLY STEEL MI WOODMICOLUMN TOFROM MATCHABOVE OR BTWNFRAMING, BEAMS WHICH ARE SUPPORTED 05/17119 PERMIT impair bond with concrete. INTERSECTION LAPS { U.N.O.'-0"MIN LAP- .. . ON FRAMING,MIN WIDTH TO MATCH SUPPORTED FRAMING,U.N.O. 1. Refer to Typical Multiple Ply Beams 8 Columns Detail for additional information. 2 ROWS 10d NAILS @ 12"o.c. ONE FACE EA FACE 11126119 REV 1 REINFORCING STEEL IL 2. Refer to Typical Framed Wall Detail for additional information. FOR COLUMNS OVER 3-PLY,ATTACH EACH ADDITIONAL PLY w/(2)ROWS OF 10d NAILS @ 12"o.c. '''. EXISTING STEEL OR WOOD COLUMN TO BE REMOVED 1. All detailing,fabrication,and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. (8)10d COMMON MIN BTWN SPLICES 2. Except where otherwise noted on the Drawings,reinforcing bars shall conform to ASTM Specification A615 and shall be Grade MANUFACTURED WOOD PRODUCTS 60.Ties and field-bent bars as noted on plan shall be Grade 40.All reinforcing bars to be welded shall conform to ASTM A706. ATTACH ALL KING&TRIM STUD PLIES PER TYP MULTIPLE PLY BM&COL DETAIL 11 31 3. Welded wire fabric reinforcement shall conform to ASTM A185 and shall be sheet-type;roll-type is not acceptable. 1. Manufactured wood Hoists shall be installed in accordance with the manufacturer's recommended details for blocking,bracing, ATTACH ALL HEADER PLIES PER TYP MULTIPLE PLY BM&COL DETAIL LVL 1 3/4"THICK,MEMBER WIDTH<14"CONNECTION SCHEDULE HOLDDOWN FRAMING STRAP OR FOUNDTAION ANCHOR PER PLAN BSCHEDULE 4. Coverage for reinforcing bars shall be in accordance with the requirements of the IBC,the ACI Standard 318 and in the Table bearing and connections.See plan for size,depth and product designations.Any altemate products shall be submitted to the below,unless shown otherwise on the Drawings. engineer for written approval prior to construction. (2)16d COMMON,END NAIL, PLY TO PLY CONNECTION 2-PLY 3-PLY 4-PLY 5. Lap splices for reinforcing bars shall be 57 bar diameters(24'minimum)for concrete reinforcement and 72 bar diameters(36' 2. Laminated Veneer Lumber(LVL)beam&column plies shall be 13/4'in width with number of plies and depths as noted on plan. TOP PL TO EACH STUD-TYP 2ROWS 12d NAILS @ 12"o.c. ONE FACE EA FACE11 minimum)for masonry reinforcement unless shown otherwise on the Drawings.Wire bars together at laps or splices.Stagger LVL shall have the following minimum working stresses:Fc p11=2,510 psi,Fb=2,600 psi,Fv=285 psi,E=2,000,000 psi. HOLDDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE ARE DENOTED ON PLAN AS: laps in adjacent horizontal bars a minimum of the required splice length.Hooks shall be ACI standard hooks unless shown 3. Laminated Strand Lumber(LSL),beams(13/4"min)and dmboard(11/4"min)shall be as noted on plan,with the following A35 OR LS50 CLIP @ KING STUD 2ROWS 114'x6'SDS SCREWS@24'o.c. EA FACE otherwise.Welded wire fabric shall be spliced by lapping a minimum of 12 inches,or(2)cross wires,whichever is greater. minimum working stresses:Fc p11=1,400 psi,Fb=1,700 psi,Fv=400 psi,E=1,300,000 psi. TO T&B PL's @ WALL OPNG /,��,J 4. Versa-Stud(11/2"min)shall be noted on plan,with the following minimum working stresses:Fc p11=3,000 psi,Fb=2,400 psi,E= WIDTH>3,6"&2 A35 OR LS50's ` 7 REVISION CLOUD INDICATING A REVISED ITEM MINIMUM CONCRETE COVER FOR REINFORCEMENT' 1,700,000 psi. () LVL 1 3/4"THICK,MEMBER WIDTH>=14"CONNECTION SCHEDULE 5. Parallel Strand Lumber(PSL)beams shall be as noted on plan with the following minimum working stresses:Fb=2,900 psi,Fv= @WIDTH>7'-0"-TYP U.N.O. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' 290 psi,E=2,000,000 psi. FLY TO PLY CONNECTION 2PlY 3-PLY 4-PLY No.6 thm No.18 bars 2' 6. Parallel Strand Lumber(PSL)columns shall be as noted on plan with the following minimum working stresses:Fc p11=2,500 psi, 3 ROWS 16d NAILS @ 12"o.c. ONE FACE EA FACE QX REVISION NUMBER CORRESPONDS WITH REVISIONS IN TITLE BLOCK CONCRETE EXPOSED TO EARTH OR WEATHER Fb=2,400 psi,Fv=190 psi,E=1,800,000 psi. 3 ROWS 1/4"x6'SDS SCREWS @ 24'o.c. EA FACE No.5 bar,W31 or D31 wire,and smaller 1 1/2" 7. Glulam(GL)beams shall be as noted on plan with the following minimum working stresses:24F-V4,Fb(tension zone)=2,400 psi, EXISTING CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND Fv=240 psi,E=1,800,000 psi.VII mull-span beams,including cantilever conditions,shall be24F-VS unless noted otherwise in (1)2x6 KING STUD MIN, FASTENER AT FAR FACE - ' BEARING ROOF RAFTER OR FLOOR JOIST SPAN ARROWS DESIGNATE (4)i6d COMMON BEARING LOCATIONS No.14dnd No.18bdrs 1 1l2" the drawings. TYP U.N.O.PER PLAN (3&4-PLY ONLY) Slabs,Walls,Joists: 8. Manufactured wood products as noted above shall be installed per manufacturer's specifications. ' - No.11 bar and smaller 3/4" 9. Manufactured wood products in contact with concrete or masonry foundation or exposed to exterior conditions shall be treated I1II1IIII 1 ROOF RAFTERS OR FLOOR JOIST SPAN ARROWS DESIGNATE BEARING LOCATIONS Beams,Columns:Primary reinforcement,ties,stirrups,spirals 11/2" per manufacturers specifications. 2x SOLID BLKG REQ'D AT (2)2x6 HDR MIN,TYP " IIIIIIII 10.Wood manufactured products other than those noted,which have I.C.B.O.approval,maybe used with approval by the engineer U.N.O.PER PLAN �.�, `L 1. Minimum concrete cover specified or for castiniolace,nonprestressed concrete of record.Substitutions made by the Owner or Contractor shall indude all connection hardware as required for sizes used,and CEILING LINES&AT ALL z shall have equivalent load ratings as those called for on the Drawings. EDGES OF EXT WALL SHTG (1)2x6 TRIM STUD MIN, 2-PLY MEMBER 3-PLY MEMBER 4-PLY MEMBER N STRUCTURAL STEEL �TYP U.N.O.PER PLAN 2"l24'o.c. FASTENERATNEARFACE 1. All detailing,fabrication,and erection of structural and miscellaneous steel shall be in accordance with the requirements of the STRUCTURAL ERECTION AND BRACING REQUIREMENTS American Institute of Steel Construction(AISC)Code of Standard Practice,latest edition,and the American Welding Society 1. The Structural Drawings illustrate the completed structure with all elements in their final positions,property supported and braced. 2x6 STUDS @ 16"o.c.PER TYP MULTI-PLY BMS & COLS (AWS)Specifications. 2. The Contractor,in the proper sequence,shall provide shoring and bracing as required during construction to achieve the final PLAN&DETAILS-U.N.O. 2. All structural steel rolled shapes,except angles and plates,shall conform to ASTM A992,50 ksi. completed structure.Design,sequendng,location,placement,etc.of bracing and shoring is the responsibility of the Contractor. 3. Angles,channels&plates shall conform to ASTM A36,36 ksi,unless otherwise noted on the Drawings. 3. The Contractor shall be responsible for the safety of the building and workers during construction.The Contractor shall comply SCALE: 314"=1'-0" 4. Pipes shall conform to ASTM A53,Grade B,35 ksi. with all applicable safety regulations. 2x SILL PL-USE(2) 5. Tube shapes(HSS)shall conform to ASTM A500,Grade B,rectangular shapes=46 ksi&round shapes=42 ksi. (2)16d COMMON,END NAIL 2x PL's w)A35 EA END 6. All bolts for steel-to-steel connections shall conform to ASTM A325,unless otherwise noted on the Drawings. BACKFILLING OR(4)Bd COMMON TOENAIL, @ EXT WALL OPNG 57 BAR 0 R 7. All anchor bolts shall conform to ASTM F1554 Sr.36,unless otherwise noted on the Drawings. 1. Contractor shall not backfill against basement and/or retaining ells until all supporting elements ex:concrete slabs and/or floor EA STUD-TYP 57 BAR 0 9 9 9w PP 9 ( 8'-0'BGREATER-TYP 57 BAR 0 24"MIN 4D 21/2"MIN 8. All shear studs shall conform to ASTM A108&shall be welded to steel beams for full shear capacity. framing)are in place and securely anchored,or until adequate temporary shoring is Installed. 24"MIN 9. All welding shall be in accordance with the requirements of the IBC and the Structural Welding Code,AWS D1,latest edition,by 2. Contractor shall verify type of backfill material with Geotechnical Engineer prior to backfilling. �_ 111 . c R R R-4D FOR#3THRU#8BARS GENERAL the American Welding Society.Shop welding shall be performed in shops approved by the Building Official,per IBC Section 1704.2.5.Welding shall be done using E70XX electrodes,unless noted otherwise on the Drawings. SHOP AND ERECTION DRAWINGS R R=SD FOR#9 THRU#118ARS 10.Expansion bolts and epoxy anchors celled for on the Drawings shall be Hilti or approved equNalent,with embedment as shown 1. The Contractor shall famish a PDF set of shop and erection drawings for review to the Architect and Structural Engineer of m z R=6D FOR#14 AND#18 BARS NOTES on the Drawings.Expansion bolts shall be Hilti Kwik Bolt 3&Epoxy shall be Hilti HIT-HY 200 or approved equivalent,unless Record prior to fabricetion for the following items: otherwise noted on the Drawings. 1.1.Structurel steel TYP WALL FRAMING DETAIL CORi LAP HORIZ BARS EA 90°HOOK OFFSET 180°HOOK 11.Powder actuated fasteners shall be Hilti X-U or approved equivalent,with NII penetration into steel members,unless otherwise 1.3.Concrete mix designs E , SIDE OF CORNERTIED BARSnoted on the Drawings. 2. The manufacture,fabrication or erection of above noted items prior to written review by the Architect and Structural Engineer of SCALE: 3/4"=1,0" TYP �� 012.Steel,including bolts&anchors,in contact with earth,or as otherwise noted on the Drawings,shall be hot dip galvanized or Record is at the sole risk of the Contractor. prime painted.Do not paint within 3"of field welds until welds are completed. (1)#5 VER 57 BAR 0 FORCONCGROUT&ADHESIVE WALL ' 64 BAR 0 FOR MASONRY1. All grout beneath column base plates,or steel beams at bearing shall be non-metallic,non-shrink high strength grout by BASF MIN 1.5D OR 1" MaslerFlow,or approved equal installed to manufacturer's specifications. Y MAX 1/5 LAP LENGTH OR 6" PLOT DATE: 11/26/2019 2. All structural construction adhesive specified shall be Locate PL Premium Fast Grab or approved equal&shall be installed to T manufacturer's specifications. CORNER INTERSECTION&END OF WALL ALTERNATE CORNER LAP SPI ICF BRACED WALL PANELS PROJECT#: 19.019C 1. All bearing walla,including unlabeled,hatched BWP's,shall be continuously sheathed as Typical Exterior or Interior Panels, TYP REINF AT CO N C WALLS O TYP REINF DETAILS accordingly. 2. Typical Exterior Panels shall be 7/16'APA rated OSB or plywood attached to studs W/Bd common or galvanized box nails(1 5 DRAWN BY:HLH 3/8"stud penetration)@ 6"o.c.at panel edges&12"o.c.at intermediate supports.Block all panel edges. SCALE. NTS 3. Typical Interior Panels shall be 5/8"gypsum board,both sides of wall,attached to studs W/6d cooler nails,0.120 X 1 3/4"min SCALE: 3/4"=1'-0" 3/8'head(or No.61 1/4"Type S or W screws),spaced at 4"o.c.at all supports,stds&plates.Studs shall be spaced @ 24"o.c. CHECKED BY:SE max @ panels. 4.All hatched BWP's are critical to the current lateral force resisting system design.They sah11 not be modified. }� 5. Special BWP's,holdown straps&anchors,as required,are denoted per plans and shall be constructed per schedules shown on rY these drawings. O1/31/2020 SO.001 FORCOMCOtong ; CEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT BIOLVE STRUCTURAL DESIGN wlaee a�.aore WW1010 Main Street /� ( ) /_� /) ( ) /_1 /) Carbondale,C081623 41'1 l4H'1 ll[5 1 lll.) llU 1 l4t') 14�'1 (970)510.0773 11'-11314" �, 8'4 3l8" �, 5'-6 3/8" �, 23'-3 7/8" �, 10'-11' 11'-15/8" ,, ,,., OPADOUCFx s4 I I I N 51035 z: %;c:, " `�" I —r�l� �I� �'tb4 • .A :'.. a-\ -------T----- - - - - - - - - -�- - L-----------�------------}----- 111z``'N``'' �� L*J �� m urzrzote N 1 L* L* / (E)DECK COLS&FOOTINGS I TO REMAIN-TYP V.I.F. _w �I F z QT' ALL EXISTING STRUCTURE IS TO /1 23L4__0 , 0Q 0 a REMAIN-U.N.°. _ _ _ _ _ _ L/ �/ j Jaz\'lQ CONTRACTOR SHALL FIELD VERIFY --�, / �' pe:�y ALL NOTED EXISTING STRUCTURE �A//// y0 PRIOR TO CONSTRUCTION AND J i.; / y'CFQ.. SHALL NOTIFY THE E.O.RI.OF ANY LJJ r t 1 Q DISCREPANCIES O 0 j Ll J I I I c � Q III __Ji ct IC moo zLL_ J CD- L fi - - - - - - - - - - rt - - - - fi - - IIIIIh; - Trt - - - - - -fi- - - � ,,, mooT I NEW COL TO BEAR ON SOLID I oZ U h , I CONC,V.I.F.(E)FDN-TYP I CO z 13- \ LJ - - � Q 3'-0"x3'-0"WIDE z 4'A'x4'-0"WIDE x12"DEEP 25/8 12"DEEP FTG w/(3) ' QS�F, Ct 1-0 _ #5 EA WAY,BOT TYP FTG wl(4)#5 EA WAY,BOT- ,,#�'\yP`' O 0°�, AT(4)LOCS TYP AT(2)LOCS J Q�Oy to 1Off' Q r r I` I - I I L + _I ``1' II L _1 J L J III I I 25/8" I F DATE: ISSUE: rI 05/17/19 PERMIT r 11126119 REV 1 a ;, � - - — — — — — — — — — — — — — 1 ------------! L1J_ _I I I I I I N 0- A_} - - _ — --I _ - - - - � - - 1 - - - - - - - - - - - - � - - - �- - - - - - -D I I I I I I I I I I I I O LOWER LEVEL& FOUNDATION PLAN SCALE:1/4' = 1'-0" FOUNDATION NOTES: FOUNDATION 1) REFER TO SHEET$0.001 FOR GENERAL NOTES. 2) SEE FRAMING PLANS ABOVE FOR COLUMN&POST LOCATIONS&SIZES. PLAN 3) CONCRETE FOOTINGS&SLABS SHALL BE PER PLAN. 4) ALL CONCRETE WALLS SHALL BE CENTERED ON FOOTINGS-U.N.O. 5) SEE S0.001 FOR ALL CONCRETE REINFORCING STANDARD HOOKS&BENDS. 6) PROPER SURFACE&BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER CIVIL&GEOTECHNICAL ENGINEERS TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES. 7) REFER TO SHEET 50.001 FOR TYPICAL CONRETE DETAILS. 8) DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ADEQUATE TEMPORARY SHORING IS INSTALLED. 9) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. 10)SOILS CONDITIONS TO BE VERIFIED IN FIELD AT OPEN HOLE BY SOILS ENGINEER PER FOUNDATION NOTES ON 50.0. 11)ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 518"DIAMETER ANCHOR BOLTS WITH A MINIMUM 7'EMBEDMENT AT 4'-0"o.c. DATE: 11/26/2019 MAXIMUM.2 ANCHORS MINIMUM PER PLATE,3"FROM EACH END,U.N.O..REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S AND SPACINGS,REFER TO PLANS ABOVE FOR LOCATIONS. 12) REFER TO PLANS AND SCHEDULE FOR ALL HOLDOWN ANCHORS BETWEEN FRAMING AND INTO CONCRETE. REFER TO PLANS PROJECT#: 19.019C ABOVE FOR SPECIFICATIONS. 13)ISOLATE ALL SLABS-ON-GRADE FROM STRUCUTRAL ELEMENTS WITH EXPANSION JOINT MATERIAL-U.N.O. DRAWN BY:HLH egL�U CHECKED BY:SE 01/31/2020 RIACOOSCX1i&LIPMCE tonyf S /.00- ,q VL EIVED 12/20/2019 ASPEN BUILDING DEPARTMENT EVOLVE STRUCTURAL DESIGN w e01,u�.com WW1010 Main Street Carbondale,(970)510.0773 I I I I I I I I ,_,7 18'-6"MAX-V.I.f. N 51035 p TA ' 6x1-0-DROPPE 6x10__—_ 91L4'1VL _3ll4'1 _---- _—_—_—_—_ _— 11```�ry..EN\_ lit_ 11,262019 • • • LLg /� �• C _ _—_ _ _ _ _ _ _ _ _ _ _ _ _ _ o a ALL EXISTING STRUCTURE IS TO w REMAIN-U.N.O. • 3-BAY MOMENT CONTRACTOR SHALL FIELD VERIFY U LL FRAME ALL NOTED EXISTING STRUCTURE r W PRIOR T""".."_"."_."..AND • 1 r rt _ SHALL NGur� . .. FA NY o _—_—_—_—_—_ _--_— Q(2)9114'LVL— — II�� -ulst.HEPANCIES—_ o - C_i_L_C C y� 1 '5 I ys I 'Eo NEW ABV CONT TO FDN-TYP J w Q 0 I Mfg +� +g+ �9+'+� J € 6 I o 0 Q ASSUMED BRG LINE-V.I.F. —____ (E)BEAM-V.I.F.____W (E)BEAM-V.I.F. Lu r f _-_-_-_-_-_-_-r_-_—_—_—_t_—_-_ x-_ _ _-_-_-_-_ (E)BRGWALLABV lii- - 0 I117T .1 LL IIIIII \ _(3)9114'LVL F M D `V.I.F.(E)FD co E N °c IIJJ-� • 6 Cn �'+P�`\\ I *� (E)JOISTS-V.LF. W I� (E)JOISTS-V.I.F. O ��R IJ ctin CHIMNEY ASSUMED BRG LINE-V.I.F. WALL ABV I I I CUT&HANG(E)JOISTS AT NEW FLUSH BM F6 I rtp � p �- I' I >L(3)9 1/4'LVL I W8X21-2 SPAN Cg- 3 r04 > 'ty ALIGNS w/WALL BLW v I I N I — o) P.T.2x10 LEDGER S w/(2)3/8"x 4"TITEN �� DATE: ISSUE: HD(oJ 24"o.c.� — I co co 05/17/19 PERMIT 111Ek--(2)91/4"LVL I_4 11126119 REV1 a-—-—-—-—- ' —-—-—-— -—-—-— Il1,l a —-—-—-—-—-—-t-—-—-—-—-—-— — —- -4- - - --- - - - - - --I- - - - - - - - - - - - - - - - - - - - - inn III" 1~- OMAIN LEVEL FRAMING PLAN SCALE:1/4" = 1'-0' ROOF&FLOOR FRAMING NOTES: MAIN LEVEL 1) REFER TO SHEET SO.O FOR GENERAL NOTES AND DETAILS INCLUDING: FRAMING PLAN -ROOF&FLOOR SHEATHING PER S/50.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 3IS0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON 50.001. 2) ALL COLUMNS SHOWN SAHLL BE(2)2x6 TYP-U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE(2)2x6,TYP-U.N.O.. 4) ALL INTERIOR&EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c.,TYP-U.N.O.. 5) ALL INTERIOR&EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.001,TYP-U.N.O. a.SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b.ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. DATE: 11/26/2019 6) REFER TO S2.001 FOR ALL HOLDOWN ANCHORS. 7) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O.. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O. PROJECT#: 19.019C 9) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS&DOORS. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. DRAWN BY:HLH ro �� CHECKED BY:SE 3411//2020 J FORCOLtony11'IH1110E C J .00 tonyf ,,EIVED 12/20/2019 ASPEN BUILDING DEPARTMENT EVOLVE STRUCTURAL DESIGN rot e0 u�.com WW1010 Main Street Carbondale,(970)510.0773 OPpDOUCF\,,, /A N 0 li ' V.I.F.SUPPORT OF JAILS i10' 51035 i; ATFLR BELOW-DIP 111411d F •0 : I l;c:*••• i4.5'1 ' (3)914"LV L- LUSH �- ss"/ ...••NAL N'hlO _ I 11,262019 KITCHEN ,f w o ' I I I I I I I TO MOMENT FRAME +��h h - I ��\ W8X21CONNBM Ny5't E)BRGWALLABV-TYP LLI 0 w .1-- 0- W10X30- HSS8X4X112 I �__4V40Xgg-__— _- t�' �I 6 Q 1 y /9 ry 'll--'11 n S 1 MUDROOM LAUNDRY O _ _ �'�.[• /a6 I '�(�C+ I I I I Cp�,0 I OFFSET BM CONN TBD _ I _ w 0 0 �9 I �G III I SZPJ II I ALL EXISTING STRUCTURE IS TO ,5t�--- 1 ct w < REMAIN-U.N.O. I - - - - - - - - (IBM-V.LF. I I I III II II Ily I CONTRACTOR SHALL FIELD VERIFY HI +_ F'� �U s o I I I GREAT Roots „ I 1 I 1 1 I II _ TOBE ANALYZED FOR NEW LOAD CONDITIONS O LC) aQ E - — -I— - — - - -® 6 CUT(E) ISTSB E BM-V.LF. III ++�'^ I ^`L III III I HANG OFF NEW BM r ®) E - - - - - 7 _,_ I,hII,,rylII III II II II II_ _ e511718"LVL LEDGER ATI (6)2x4-RE:SIS6.002 u: GARAGE vy II nW8X28 I II II II _ -(E)(2)i6'LVL_ ROOF,TYPIAT - �F\ - _ (4)9114"LVL \,, -- Du - - .C-HIMNEY 1WALtS -_ - _ - III i _ - - 6G"GS�. - Hi N �_ _ _ _ _ _ LJ 7L— O.Jjs 11 - >�BED3 ---- O 2 - - — 4 — - 1— - — - — - — - — 56.002 ��� - � (E)BMr V.I.F. S6.003I — -z11 — I— 'ENTRY U 1 BATH 3 — — — — — — r_ — —(E)RAFTERS V.I.F. Ili - — JI ��J -- DATE: ISSUE: — - - - - - - I I 0 _ 11/26/19 PERMIT \�j CC.- INFILL WALL PER 8/56.002 11126119 REV 1 ' 912"TJI210@i6"o.c. (3)7114'LVL (3)7114"LVL joimmi,(3)71/4"LVL ------------ -----------— _- _4_ _ S601A3 -�_ - _ _ - —_—�_ - _ _ _ - - _— —_— —_— — — — — — — — - _--- — (3)18 -- —_— _---_—_�LVL I I I I I I I I I I I I I I I I I I I I I g 0 0 b 0 --4-- LOW LOW ROOF & UPPER FLOOR FRAMING PLAN SCALE 1/4"= 1'-0" ROOF S FLOOR FRAMING NOTES: SECOND LEVEL 1) REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS INCLUDING: FRAMING PLAN -ROOF&FLOOR SHEATHING PER S/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.001. 2) ALL COLUMNS SHOWN SAHLL BE(2)2x6 TYP-U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE(2)2x6,TYP-U.N.O.. 4) ALL INTERIOR&EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16'o.c.,TYP-U.N.O.. 5) ALL INTERIOR&EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.001,TAP-U.N.O. a.SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b.ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. DATE: 11/26/2019 6) REFER TO S2.001 FOR ALL HOLDOWN ANCHORS. 7) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O.. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O. PROJECT#: 19.019C 9) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS&DOORS. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. DRAWN BY:HLH CHECKED BY:SE fiefig n 01/31/2020 131 FORCOOMMFUNICE S2.003A EIVEDtonyf E(' 12/20/2019 ASPEN BUILDING DEPARTMENT EVOLVE STRUCTURAL DESIGN woe ro.e0 u�.com 1010 Main Street Carbondale,(970)510.0773 OPpDO UCF\�r JF'a ONQ ri N 51035 2.1 11,262019 I I I I I I I I I I I IQ MASTER DECK LOW ROOF MOMENT FRAME I-J 0- —_—_—_— _ —_—_—_—_—_—_ W8X21 I (3)91/4"LVL I6 Q I I II +___ c NN DECK BELOW O ALL EXISTING STRUCTURE IS TO C Q I I I REMAIN-U.N.O. LJJCC CONTRACTOR SHALL FIELD VERIFY (3)7 1/4"LVL U O O ALL NOTED EXISTING STRUCTURE _ _ _ _ 91/4'LVL SLOPED �_—�-� _ z LL J _—_—_—_— —_—_— —_—- LEDGER wI(3)1/4"0x4' -_-PRIOBSO.CONSTRUOLON AND_—_—_—_—_—_—_ _ —_—_—_—_—_—_+_ L_—_—_—_—_— —_——_—_ w O SHALL NOTIFY THE E.O.R.OF ANY SDS SCREWS @ 16"o.c. I, DISCREPANCIES o U ,I 11 - i 1Y1Yff co wow OV RFRAMING PER 4IS6.003 (E RAFTERS V.I.F. F I LTE MASTER BEDROOM . •n; MASTER CLOSET CLOSET p Ct Q 0_ -I -k �� Q CUT(E)RAFTERS&AND - _ `� HANG OFF LEDGER�, I I `I I I (E)BRG WALL-V.LF. Ct in II I II I (3)91/4"LVL 11101(3)D6 s I I I I S6.003 I I I I �l�s I 1 (3)91/4"LVL-SLOPED,DROPPED 7r -5,, =w 2x SLOPED CRIPPLE WALL � 1 ATTIC3 AI 4. kil -®(E)RAFTERS V.I.F. DATE: ISSUE: I _ • I r g I 05/17/19 PERMIT , _ 11/26/19 REV 1 J 1 _ _ _ 91I4=LVL @ i61—c.— — — '- 0- NEW EXT WALL- 0-_ 56063 -_ I I I I I I I I I I I I I I g 0 0 g b b DUPPER ROOF FRAMING PLAN SCALE:1/4' = 1'-0" ROOF&FLOOR FRAMING NOTES: ROOF FRAMING 1) REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS INCLUDING: PLAN -ROOF&FLOOR SHEATHING PER S/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 3/$0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON 50.001. 2) ALL COLUMNS SHOWN SAHLL BE(2)2x6 TYP-U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE(2)2x6,TYP-U.N.O.. 4) ALL INTERIOR&EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16'o.c.,TYP-U.N.O.. 5) ALL INTERIOR&EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON 50.001,TYP-U.N.O. a.SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b.ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. DATE: 11/26/2019 6) REFER TO S2.001 FOR ALL HOLDOWN ANCHORS. 7) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O.. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.001-U.N.O. PROJECT#: 19.019C 9) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS&DOORS. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. DRAWN BY:HLH [iCrEWEB CHECKED BY:SE 1/2020 FOR CODEGEMPIJANCE .O O tonyf v` ,,EIVED 12/20/2019 ASPEN BUILDING DEPARTMENT EVOLVE TYP 1/4 ► ' _ STRUCTURAL DESIGN am;■ COL PER PLAN 1010 Main Street Carbondale,C081623 (B10)510.0773 SECTION 1-A EMBED PL 34"x 10 x 0'-10" (E)DBL TOP PL 1-A wl 4 1/2"DIA x 6"STUDS RIPPED TOP PL TO MATCH BM FLG WIDTH,GLUE TO TOP FLG TO REMAIN ""`‘xx Elr O TYP 1/4 I '4 OF BM&ATTACH w70.145 DIAM P.A.F.STGRD 58"o.c.wI1/2"PEN 0`�PpDO L1CFyS1 _ INTO STL-TYP AT STEEL BEAM FLANGES c+/,".AT STEEL p;a•R.Ep cr�1r 1=' al BEAM FLANGES>'/¢',GLUE TO TOP FLG OF BM&ATTACHw/(2) _ ��`� �••. i e, �r ROWS OF'/"DIAM THRU BOLTS 848"o.c.ADHESIVE SHALL BE O° of °I ° S .'� �' ` PER GENERAL NOTES ON S0.0 2 r :v, 51035 °• (3)#3 TIES®3"o.c.,TOP SECTION 2-A .♦.. NEW 2x6 NAILER ON ALL et1 0,�,:••• ••.° MULTIPLE TOP PL's SHALL BE ATTACHED TO COL PER PLAN BASE TOP PLw/10d COMMONS STGRD O 6"o.c. ♦ SIDES OF OPENING '11Fss/O•••••N**a= (2)ROWS 1/2'DIA THRU BOLTS � yx`N"E FINISH PER ARCH @ 48"o.c.-MIN(4)BOLTS PER 11,26.2019 F-4 PACKOUT MEMBER tre NEW S.O.G.-MATCH(E) BASE PL 3/4x10 x 0'-10"ON 1"NON- — ' NEW WALL SHTG& g 12"CONC PIER w/(4)#5 VERT DOWEL TO SHRINK GROUT-PROVIDE(4)5/8" mv 2x OR LVL OUTER PLY , s NAILING PER 50.001 FTG,8#3 TIES@12"o.0 CONC FTG PER PLAN w/REINF 2-A DIA THREADED RODS 8"MIN EMBED 10 0 o II PER FTG SCHED �I I� III INTO CONC SPACER BLK'G sa NFILL.♦' ° (E) OPENINGS —F q=a_ BEAR ON BOT FLG ♦ w/2x6516"o.c. CONC FTG wI REINF PER PLAN a IlIMMINIIII I� Mt a-e / "if /v/ ® - ONE SIDE SHOWN,RE:PLAN FOR ONE SIDE / o OR BOTH SIDES TO BE PACKED OUT (E)SHTG&NAILING CUT BACK(E) aI(E)SHTG&NAILING PER S0.001-V.LF. o w PER S0.001-V.I.F. J S.O.G.S REQ'D . ?o ♦ '♦ 10tl @ 6"o.c.,STOOD Q LJJ - TYP-U N.O PFR PLAN sa♦♦ • LLJ 00 TYP ISOLATED FTG DETAIL INTERIOR ISOLATED FOOTING DETAIL 3 TYP TOP PL&STL PACKOUT DETAIL �♦ �♦ � Q 0 °'♦ ♦ — 0 inSCALE:314' = 1'-0" SCALE:314"= 1'-0" SCALE:314" = 1'-0' .•♦♦ .♦ °° Q= LL O in 0 0 Z BM PER PLAN-TYP 2x NAILER AS REQ'D TYP --♦♦ .♦ L CO / Z HSS COL ABOVE CONN SIM 1/4 ¢ LLJ STIFF PL 3/8 EA END PL 3/8" O SIDE-TYP OPENING PER ARCH ♦♦ .♦ Ci) Q CAP PL 5l8 wl(4) FLOOR SHTG wI NAILING PER S0.001 as 5/8"BOLTS-TYP .♦ INT STRUCT WALL PER PLAN as O Ct O SOLID WOOD OR STL FL SHTG&NAILING PER S0.001 STAIR TBD TYPSHIM AS REQ'D ♦♦ .♦ 1/4 COL PER PLAN-TYP STL BM PER PLAN DBL 2x TOP PL (2)5/8"DIA LAG SCREW,(1)EA SIDE F° OF WEB-5-MIN PENETRATION ♦♦ .♦ COL PER PLAN CNTRD INTO TOP PL/COL END MID BELOW BEAM JOISTS w/HANGERS PER PLAN s sa♦♦ .♦ as SUPPORT SUPPORT JOISTS PER PLAN BM PER PLAN wl TOP PL&PACKOUTS PER ° ♦t .� � FRAMING DETAIL FLOOR FRAMING DETAIL TYP STL BRG ON HSS COL DETAIL O TYP STL BRG ON WOOD COL DETAIL FLOOR DATE: ISSUE ( 2} / SCALE:3/4' = 1'-0" s 05/17/19 PERMIT �� SCALE:3/4" = 1'-0" SCALE:3/4" = 1-0 SCALE:3/4 = V-0" 11/26/19 REV ••♦♦ .♦ °° NEW 2x6 NAILER ON ALL ALTBASE O CORNER as♦♦ .♦ SIDES OF OPENING COLAS REQ'D (4)3/4"DIA THREADED RODS C.I.P. °- (E)SOL PL TYP OR POST-INSTALLED IN EPDXY(AT n-e ♦ ♦A.r 1/4 I I 0 I ALT:WELDED THREADED RODS) TYP 1/4 I ' BASE PL 3/4 0„ MI °° . . or 0. Eil BASE PL 3/4 x 51/2' 3' COL PER PLAN QO WALL INFILL FRAMING DETAIL COL PER PLAN 8 SCALE:3/4"= 1'-0" 1'LEVELING GROUT-1"MAX (4)3/4'DIA THREADED RODS C.I.P. AS REQ'D 1"LEVELING GROUT-1"MAX OR POST-INSTALLED IN EPDXY(AT ASREQ'D ALT:WELDED THREADED RODS) ALT:EMBED PL TO MATCH BASE SPECIAL INSPECTION REQUIRED: PL x LENGTH x 0'-2"w/(4)3/4"DIA x ALT:EMBED PL TO MATCH BASE PL 6"WELDED HEADED STUDS -Structural steel welding:Field&Shop x(W+2")x(L t 2")wl(4)34'DIA x 6" -High strength bolting WELDED HEADED STUDS -Epoxy anchors -Intumescent paint -Spray applied fire resistive materials TYP STEEL BASE PL DETAIL Permanent micropiles 9 SCALE:3/4" _ -0" O Special inspection is required per 2015 IBC section 1704.Inspector to verify that copy of agreement for inspection program to be on SECTIONS & the job site prior to performing any inspections.A copy of all Special Inspector DETAILS field reports to be on the job site for inspectors'review if requested.Failure to comply may result in denial of inspection. DATE: 11/26/2019 PROJECT#: 19.019C r01/t.,,,,kir.,,,, DRAWN BY:HLH CHECKED BY:SE 31/2020 d FORCOUtaltivIJANCE tonyf J V C G.002 CEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT UPPER ROOF SLOPE - LOWERRAFTERSARECONTINUOUS 1011 STRUCTURAL DESIGN TO BEARING am;eromemuct.com DENOTES AREAS OF OVER- !I 1010 Man Street ! � ��I® FRAMING ON FRAMING PLANSPirCamonaele,.081613 LRE:11S6.003 FOR MORE INFORMATION Is7olst00na WATERPROOFING&FINISH PER AR WATERPROOFING 8 FINISH PER ARCH UPPER RAFTERS SHALL BE 206 @ 24 o c.ROOF SHTG&NAILING PER 1/S0.001 CONT 2x OR LSL RIMBOARD 11111111111111111116=•••••"""": 2x4 STRUTS SHALL BE PROVIDED BETWEEN DBL 2x SLOPED TOP PL _ ""`\ I►� yy-r I� UPPER AND LOWER RAFTERS AT EA :OPADO(ICF•��1 FULL HEIGHT 2x OR LSL •BLKG&48"o.c ROOF SHTG&NAILING PER 1IS0.001 III RE:2156.003 FOR MORE INFORMATION : ®I® ® CROSSOVER LOCATION RAFTERS PER PLAN EXT STRUCT CRIPPLE WALL PER PLAN ,.F m 8 FACE NAIL wl 3 16d NAILS EXT STHG w/NAILING PER S0.001 1111 () �N 51035 z°i(E)ROOF SHTG wI .�__ 2x4 STRUT3t1tO�FS ,* ••'G��4 CONT 2x OR LSL RIMBOARD NAILING PER 50.001 I�1�� (2)16d TOE NAILS,BEVEL CUT STRUT TO �tw\ �N;;EN' I OPENING PER ARCH LOWER RAFTER OR TRUSS CHORD 11,26 2019 WALL SHTG&NAILING PER S0.001 JOIST PER PLAN ' liil �`` �IIIIIII (E)ROOF SHTG&NAILING PER 50.001 CONT 2x DBL TOP PL-TYP H2.5T CLIP EVERY OTHER RAFTER,TYP IIIIIII� `` `.IIIIIIIDBL 2x BEVELED TOP PL-TYP ��+I� I.Jo EXT BEARING WALL PER PLAN (E)RAFTERS PER PLAN SECT A-A 0111111Vs EXT STRUCT WALL PER PLAN NOTE:BOTH UPPER&LOWER ROOF SHALL BE FULLY FINISH PER ARCH LEDGER wl CONN PER PLAN SHEATHED PER SHEATHING SCHEDULE Illi FINISH PER ARCH SLOPED BM PER PLAN TYP OVERFRAMING DETAIL (E)RAFTERS w/HANGERS PER PLAN w O TYP4ROOF FRAMING PERP O TYP4ROOF FRAMING PLL O LOFT ROOF FRAMING DETAIL O SCALE:3/4"= 1'-0" o � ROOF FRAMING DETAIL c 0CC 0 LLJ 0 ROOF SHTG&E.N.PER S0.001 (191 SCALE:3/4" = 1'-0" U O O FULL DEPTH 2x BLKQ24'o.c.FIRST BAY (E)SHTG wI E.N.PER$0.001 z LL O RAFTERS PER PLAN ..... L U Ur SHTG w/E.N.PER S0.001 —a Z ____w_______......4 LLJ "- (E)RAFTERS PER PLAN Q (E)RAFTERS w/HANGERS PER PI O 2x NAILER AT(E)PLY EDGE LOC DBL 2x SLOPED TOP PL ---- Ct Lo RAFTERS PER PLAN 0 RAFTERS w/HANGERS PER PLAN OPENING PER ARCH BM PER PLAN wl PACKOUTS PER 3/S6.002 OROOF FRAMING DETAIL ROOF FRAMING DETAIL DATE: ISSUE: SCALE:3l4' 1'-0" C SCALE:3/4" = 1'-0" 05/17119 PERMIT 11/26/19 REV 1 SECTIONS & DETAILS DATE: 11/26/2019 PROJECT#: 19.019C re/2020 ���JJ'' DRAWN BY:HLH CHECKED BY:SE FORCOMCXJNFLOMM tonyf S6.003 ttCEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]RELOCATE AND ADD ELECTRIC BASEBOARD HEATAS NEEDED. R E D� [2]NO NEW HVAC. 1 ` [3]STOVE HOOD TO BE<400 CFM. [4]ADD ELECTRIC FLOOR MAT IN ALL TILE LOCATIONS. —RED ROOM DESIGN Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W V w v , Co t nr -o- -o- .(1) O� 0 4 4 v New Baseboard Heater L C i /1 • Q) V / O n C O J I WC WC --- I - -- WC we C O I I H I DRAWING ISSUE PERMIT SET 5/32019103 PM REVISION#1 12/5/2019 6:24 AM J SHEET TITLE _ ommi7LM J PROPOSED WINE CELLAR FLOOR PLAN SHEET NUMBER r�1a1 � M-100 01/31/2020 jj FORCOMGUNFLIANCE N tonvf Existing Wine Cellar 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]RELOCATE AND ADD ELECTRIC BASEBOARD HEATAS NEEDED. R E D� [2]NO NEW HVAC. 1 ` [3]STOVE HOOD TO BE<400 CFM. [4]ADD ELECTRIC FLOOR MAT IN ALL TILE LOCATIONS. REn ROOM DESIGN Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W V C w cu .c r i LTD ,_ ('(J o Relocated Baseboard Heater- Il . • a) • �_ O Q • • 0 Ln • —) 1 Relocated Baseboard Heater • II- I u i I J DRAWING ISSUE PERMIT SET 5/320191:03 PM Electric Floor Mat— —Electric Floor Mat REVISION#1 12/52019 6:24 AM 1 V Passive Radon —i— I —I _ ' ��� System i ® a Re:A501 WM. _1Relocated Baseboard Heater NNW -�-~ - ` �MAINTAI PER SPEC 4 ......_ - i, Ll_i ARANCE ,,--_ _ 0( Existing Baseboard Heaterimi o J� O SHEET TITLE O r , PROPOSED LOWER LEVEL FLOOR PLAN j�j �t� II SHEET NUMBER FrWE0qi ll� VCD5/2D2 M—1 0 1 RCCE tonvf N 1 Proposed Lower Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]RELOCATE AND ADD ELECTRIC BASEBOARD HEATAS NEEDED. E D� [2]NO NEW HVAC. R [3]STOVE HOOD TO BE<400 CFM. [4]ADD ELECTRIC FLOOR MAT IN ALL TILE LOCATIONS. -RED ROOM DESIGN Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W V E CL)> a) ., 0 vStove Hood TBD <400 CFM k— CO V) O DW I i v I WC W LL_ O L,-__-, 0-) L.) Toekick Heater = IIM DW REF O I II 'I Electric Floor Matte Electric Floor Matte Electric Floor Mat • I — Relocated Baseboard Heater __� -- ■— .©1 DR I O I o Existing Electrical Panel New Outlet k 6'-41/2" Duct To Exterior DRAWING ISSUE Gas Appliance PERMIT SET 5/320191:03 PM F Re:Spec REVISION#1 12/5/2019 6:24 AM n J 0 / J Relocated Baseboard Heater O Existing Baseboard Heater lar_ `\�Ij Electric Floor Mat I I SHEET TITLE + New Baseboard Heater Existing Baseboard Heater I /—,—— I I I ICI ICI I. I I I �u l __ PROPOSED MAIN FLOOR PLAN `'1 SHEET NUMBER [r 02/UL�+R� D2/DS/2D2D 11 4e-; M-102 FORCCOWAMPACE tonvf N 1 Proposed Main Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]RELOCATE AND ADD ELECTRIC BASEBOARD HEATAS NEEDED. E D� [2]NO NEW HVAC. R [3]STOVE HOOD TO BE<400 CFM. [4]ADD ELECTRIC FLOOR MAT IN ALL TILE LOCATIONS. -RED ROOM DESIGN Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W V E °' 0 11� 11��1 1�11��1 1�11�1— •( ) 0 f �If 1� f 1�1f 1� f 1�ll�f I- O CL CDv '= o n •— CC cn Sr [i TTTTTTTTTTTTTTTTTTTTT On 4.. O I V I Il II I L li Relocated Baseboard Heater Existing Baseboard Heater �-0 ,I f TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT -0 — --I— I— to to Q 11-)___ Relocated Baseboard Heater DRAWING ISSUE Electric Floor Mat +' PERMIT SET 5/320191'03 PM REVISION 01 12/5/2019 6:24 AM Existing Vent C.:G O � SHEET TITLE 1 New Baseboard Heater L PROPOSED UPPER LEVEL FLOOR PLAN SHEET NUMBER reVilliEWE i ��/05/2020 M-103 fidialtaliKINCE tonyf N Proposed Upper Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT NOTES: [1]RELOCATE AND ADD ELECTRIC BASEBOARD HEATAS NEEDED. E D] [2]NO NEW HVAC. R [3]STOVE HOOD TO BE<400 CFM. [4]ADD ELECTRIC FLOOR MAT IN ALL TILE LOCATIONS. -RED ROOM DESIGN Red Room Design 812 Grand Avenue,Ste 203 Glenwood Springs,CO 81623 970.413.3144 W V E °' 0 Co I I I I I I I I I TTTTTTTTTTTTTTTTTTTTTTT (J') L 0 TTTTTTTTTTTTTTTTTTTTTTT Q) V TTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTTTTr C C TTTTTTTTTTTTTTTTTTTT TTTTTTTTTT O TTTTTTTTTTTTTTTTTTT r ( ) TTTTTTTTTTTTTTTTTTT • Q T T N TTTTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTT O Q T TTTTTTTTTTTTTTTTTTT O TTTTTTTTTTTTTTTTTTTT II �_ - DRAWING ISSUE F _ TTTTTTTTTTTTTTTTTTTTTTTT y y l-l-l-l-l-1 PERMIT SET 5/32 019 1 0 3 PM TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTN E REVISION#1 12/5/2019 6:24 AM F TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT ZyZ EXISTING MECHANICAL F TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT�T ZyZ F {OTT�TST�TST�TST�TST�TST�TST�TST�TST�TST�TSTT� {__4 4 { { { { _ { { { { IZZZZZZZZZZZZZZZZZZZZZ ��,r,r,r,r,r�,r�,r�,r�,r,r,r�,r�,r,r,rpL F {_ { { { { '-yyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyy 1- _ { { { { �-��������������������� ���������������������� SHEET TITLE I— {__ { { { { 0yyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyy M U M U M U , , , M U M U M MI _ Tfl__TTTT__T PROPOSED ROOF PLAN SHEET NUMBER 02/ W � q-I M-104 05/2020 I FORGOOtGOIMIIAN0E N tonyf 1 Proposed Roof Level 1/4" = 1'-0" RECEIVED 12/20/2019 ASPEN BUILDING DEPARTMENT