Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
File Documents.731 E Durant Ave.0031-2023-BRES (6)
11X17 PRINT WINDOW DRAWING INDEX VICINITY MAP I-CS COVER PAGE 1-101 EXISTING&PROPOSED PLANS 1-102 PROPOSED ELECTRICAL&MECHANICAL PLAN a 7` / 1-103 PROPOSED FLOOR FINISH PLAN 1-201 PROPOSED EAST ELEVATION +v 1-501 CEILING&WALL ASSEMBLIES 1-601 DOOR SCHEDULE r =Id PPROVE STORM DESIGNS LTD 600 Carriage Way K13 5314 A . PO BOX � , SNOWMASS VILLAGEGE,, CO 81615 970-319-5878 STORMDESIGNSASPEN@GMAIL.COM ALL DRAWINGS ARE FOR DESIGN INTENT AND/OR BIDDING PURPOSES. RDS ALL CHANGESFORSERGN PREV ALL BE t SUBMITTED FOR DESIGN APPROVAL TO STORM DESIGNS,LTD. ID M NORTHCT ARROW a0 0 PROJECT INFORMATION GENERAL NOTES W w in c inla > o PROJECT: 721 E DURANT#7 ADOPTED BUILDING CODE: 2015 I.R.C.(App.E,F,H,J,K,R,S,U) 1. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, Z a w m ASPEN COLORADO CODES: ENERGY CODE: 2015 I.E.C.C. FIELD CONDITIONS AND DIMENSION FOR THEIR ACCURACY AND CONFIRMING THAT COCOW PARCEL ID: 273718210043 PLUMBING CODE: 2015 I.P.C. WORK IS CONSTRUCTIBLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF Q I. W w I" MECHANICAL CODE: 2015 I.M.C. THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ,_ a PERMIT#: TBD ELECTRICAL CODE: 2017 N.E.C. QUESTIONS,THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM — Z rib M LEGAL DESCRIPTION: CHATEAU CHAUMONT CONDO#7 FIRE/LIFE SAFETY: 2015 I.F.0 STORM DESIGNS LTD BEFORE PROCEEDING WITH THE WORK IN QUESTION OR ANY FUEL&GAS CODE: 2015 I.F.G.C. RELATED WORK. POOL&SPA CODE: 2015 I.S.P.S.C. 2. BEFORE PERFORMING ANY WORK,THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS W ZONING EXIST.BLDG.CODE: 2015 I.E.B.C. OF ANY EXISTING AND NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR DISTRICT: L-LODGING SOLAR ENERGY CODE:2015 I.S.E.P. ACCURACY. WHERE DISCREPANCIES OCCUR BETWEEN PLANS,DETAILS,GENERALOM , , PROPERTY SIZE: N/A ASPEN LAND USE CODE NOTES,BE NOTIFIEDCBEFORIONS AND ESTING E PROCEED NG WITH THEO CONSTRUCTION,STORM DESIGNS LTD MUST ORK. Q .1 W SITE COVERAGE/AREAS: REF SEC.26.710.190 INSULATION/ENERGY REQUIREMENTS: 3. THESE DESIGN DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED Q W /w W CEILING:R49***U.026 PRODUCT. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. Q �// BLDG.AREAS: REF SEC.26.710.190 FENESTRATION:U.28 4. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. PRIOR TO V MASS WALL:R19/21***U.057 CONSTRUCTION,THE CONTRACTOR WILL VERIFY AND BE RESPONSIBLE FOR THE W gall M Cg MAX HEIGHT: REF SEC.26.710.190 W.FRAME WALL:R20+RSCI,OR R13+R10CI***U.045 CORRECTNESS OF DIMENSIONS M FLOOR:R38***U.028 5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL BASEMENT WALL:R15/19***U.050 CONSTRUCTION NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, a. OCCUPANCY TYPE: R-2 SLAB:R10,4 ft.+R5 HEATED(SNOWMELT:R10) CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONSTRUCTION TYPE: (V-A) SKYLIGHT:U.55 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING UTILITIES CRAWLSPACE:R15/19***U.055 AND BUILDING ELEMENTS,THROUGH HIS OPERATIONS UNDER THIS CONTRACT. SPRINKLER: N/A 7. THE GENERAL CONTRACTOR SHALL ARRANGE TO ACCOMMODATE"NOT IN CONTRACT SPECIAL INSPECTIONS: YES RDS DESIGN CRITERIA: WORK". WHEN INFORMATION IS INADEQUATE,REQUEST FURTHER INSTRUCTION GROUND SNOW LOAD 100 PSF BEFORE PROCEEDING. SOILS: N/A WIND SPEED:89 MPH,EXP.B ISSUE TO HOA&CONTR SEISMIC:C HOA: CHATEAU CHAUMONT HOME OWNERS ASSOCIATION WEATHERING:SEVERE 01 16 2023 FROST DEPTH:36" ASBESTOS: YES TERMITE/DECAY:NONE TO SLIGHT WINTER DESIGN TEMP:-15 DEG.F DATE REVISION SUMMER DESIGN TEMP:82 DEG.F 2.27.22 ISSUE TO ENGINEER ICE SHIELD:YES FLOOD:FEMA MAP 6/4/1987&SUPP.DOC. 2.20.22 ISSUE TO CLIENT AIR FREEZING INDEX:2000 MEAN ANNUAL TEMP:40 DEG.F CONTACTS: SYMBOLS I DESIGNER/OWNERS REPRESENTATIVE: CIVIL ENGINEER: REVISION NUMBER STORM DESIGNS,LTD N/A II STAMPS PO BOX 5314 a SNOWMASS VILLAGE,CO 81615 EDuowc sEcnoRvuLsscnox,naD aO INTRO ELEVATION MG 970-319-5878 CONTRACTOR: C) LOOM GMDESIGNAnoN A9.1 wawxRrwwcEw excxmeER it STORMDESIGNSASPEN@GMAIL.COM MOUNTAIN CONSTRUCTION PAUL DIMENTO ROOM L_ a DETAIL REFERENCE DRUM NUMBER STRUCTURAL ENGINEER 7 BUCKSKIN CTNAME ROM LDE MD NA. a STUDIO M ENGINEERING CARBONDALE,CO 81623 # DRAWING TITLE 1 .0 I SCAE MICHAEL BACA 970-379-4180 °W1NGLITLE"° � .-` VERTICAL ELEVATION E 3RD ST SUITE 202 MTN-CONST@COMCAST.NET HEFT SCALE SHEET TITLE: RIFLE,CO 81650 ace~ s"mos�w'REoiE°O .E ,,Mini 970-366-8690 STUDIOMENGINEER@GMAIL.COM OWNER: ARTUR DAY FLOOR TRNNSIT NDEBONATION COVER SHEET MECHANICAL ENGINEER: 3007 BAY SHORE RD N/A SARASOTA,FL 34234 914-587-2329 IQ" SHEET: ART14@A0L.COM DiaeNsux DESIGNATION i c5 RECCI 0 02/16/2023 ASPEN BUILDING DEPARTMENT A PPROVE D -Id STORM DESIGNS LTD ���� /Pated 600 Carriage Way K13 PO BOX 5314 SNOWMASS VILLAGE,CO 81615 S 970.319-5878CPR1 T O 9-5878 STORMDESIGNSASPEN@GMAIL.COM ALL DRAWINGS ARE FOR DESIGN INTENT 1 1 AND/OR BIDDING PURPOSES. ALL CHANGES OR VARIANCES SHALL BE SUBMITTED FOR DESIGN APPROVAL TO STORM 1 1 DESIGNS,LTD. fir I —CI I--7 K'o l. CL 109 1-` CL I 109 CL I O1I107I , Y1 Id Q ,07 1,1 I Ik _I III w-,I I BED 2 I II I BED 2 I I I I 106 1 1 1 BED 3 1os I w-1 BED 3 w�l CI CI 109 toe CARPET CARPET OWNERS ® •WNERS CLOSET LOSET110 it �/� 0 1./�O BUILt-INS (07 IY/ O ® 1 W W F===T � 10 CARPET I 9 II 10 CARPET 0 > el I I (fY I I FLOOR!, !, 1 Z Q r N CARPET\ - CARPET FLOORI I co W� ' W 00 hF 13 / ,nr ••n III„-In i ,\O 1 111 13 I I T of [ ,I O Q • 8, 1 it- CARPET L.,=J L=, N NI U BED 1 �'�'® 9ATH 1 _ BATH2`� BED 1 Cl- I H 111 I BATH — Z O I104I L HALL 11Ia—\fin rn� a�: I110I I104I L HALL 111 ,,1., IW-21 IIww I 105I I102l TILE (1 1 / 1 �) I105I I1021 TIL I V/ y 1--1-r �==9 ��_,J U iLUJ l�#' TILE /\ _ _W IL �� �-j _ AL_ -�I r�=-_ --1r �r - 1 -- --IFS I -- -- - - Lam- --- - I. --- -- ---0 G 1 �/ W, �/ W " N T ll CL , I IT 1 r.1 N IT T I FT ll .i Ce D Z 4t m , \ ' I Li_---1J-----J, L_1J JJ I I I II w-1 I m3 I F- I I II II .. .. II II > C a J W � W 1 : .:;11� Q W a FP BOX ` FP BOX ~ ,"I�i 0/� TILE ` .. .. W 1 ligA/ I1 I I CI 71 1 F== I___ I w LVT FLOORINk 1 KITCHEN 1 "� 1)11 ,KITCHEN li II,01 II HARDWOOD 101 I 'I�1 LIVING ROOM J -=y LIVING ROOM FLOORING 1100 H4 10o L—I�——J 11 J I r LL DW J L I _ 1 1 REF I TA.P T I w-1 $ ,00`+ + `>�■ $ T.O'OaLb '--r�� ISSUE TO HOA&CONTR m_i I I 1 1 CI L V�/O LAUN RY& J 01 16 2023 I 1 II PANTRYTIL ANTRY&I , O Ii I 0TILE11P?I BENCH i 11P1'I CI) DATE REVISION 11 __ __ 12.27.22 ISSUE TO ENGINEER PROPOSED NOTES: 11 I. VERIFY EXISTING CARBON MONOXIDE AND SMOKE 12.20.22 ISSUE TO CLIENT DEMO DETECTORS INSTALLED PER ASPEN MUNICIPAL CODE 1 ,. REMOVE BRICK TO EACH SIDE OF THE FIREPLACE CH 8.15 1 2. REMOVE HEARTH AT FIREPLACE 1 2. SHOWER ENCLOSURES TO BE LAMINATED TEMPERED ' 3. REMOVE FIREPLACE DOORS 1 GLASS 4. FIREBOX TO REMAIN AS IS 3. VERIFY EXISTING PARTITION WALL IS 1HR RATED PER 5. REMOVE APPLIANCES,PLUMBING,AND CABINETRY R302.2 R302.2&STC RATING HIGHER THAN 45 AT KITCHEN 4. CEILING TO BE FRAMED DOWN AND CANS ADDED TO 6. REMOVE FLOORING THROUGHOUT CEILING SEE DETAIL 7. REMOVE DOORS THROUGHOUT 5. NEW DOORS THROUGHOUT 8. REMOVE FILE,PLUMBING,CABINETRY AT 6. NEW CABINETRY THROUGHOUT BATHROOMS 7. NEW GAS FIREPLACE INSERT AT EXISTING FIREPLACE. 9. EXISTING FAR=1068 SQ FT VENT FIREPLACE OUT THE SIDE OF THE EXISTING FIREPLACE BOX. 8. NO CHANGE IN FAR=1068 SO FT STAMPS SHEET TITLE: A EXISTING FLOOR PLAN B PROPOSED FLOOR PLAN EXISTING & PROPOSED 1-101 SCALE: 1/4"=1.-0" 1-101 SCALE: 1/4"=I-0"" FLOOR PLANS SHEET: 1-101 R,,„;CIVCD 02/16/2023 ASPEN BUILDING DEPARTMENT =Id STORM DESIGNS LTD riage PPROVE M SSCa Way K13 CO PO BOX 5314 SNOWMAPO VILLAGE,CO 81615 970-319-5878 A . D ! STORMDESIGNSASPEN@GMAIL.COM �� /I�`1(.,a �,�. ALL DRAWINGS ARE FOR RP DESIGN INTENT 1, I'/�_,(_/ AND/OR BIDDING PURPOSES. ALL CHANGES OR VARIANCES SHALL BE SUBMITTED FOR DESIGN APPROVAL TO STORM T ® DESIGNS,LTD. RDS M CL 09 I �I! 11 I O i II 1, / ,A \ -1--- 1 II W-111 1j W W Ln 0 1 BED 2 W-1 T V ,+ i 9' BED 3 I V > It; Q �+�� / RF�® .7e-S 4 T' 108 �IW31 W %- N MI "tom /- •I I0 "' 1 1\ F CO / j1 \ 0 Z O /- © .XI 11 ,I CA., 1 v., Cl) t' \-/ F CART 1 1II] I / Q �/ ELECTRICAL&LIGHTING LEGEND W w \,1 \ �P'/ S EXISTING ELECTRICAL i Zre N I I I = .1 ' PANEL-NO CHANGES re D = i-1 \�e ,• SINGLE POLE SWITCHLLI BED 1 1 1 � CI //-*- 104 I 05CL I I 021 T W-2\ '� �I THREE WAY SWITCH $3 W a •W Cl. cal AIL' ,w W-1 \ or - - \� TIMER SWITCH *T CE V/ II - _�L- IV _ -- l'7Gl _ ,iY i� IT 1 1 ,--/ rg Tv CL RECESSED 4"LED Q I I 1 1 I W-1 1 103 11 I CAN M IL / II �� WALL MOUNTED Q FP BOX 3 " .. FIXTURE13. / Y•/ L—— '•` �. — V , LED UNDERCABINET, T.V. III /"/ rtr\ 1 I TOE KICK&NICHE FIXTURE li \ 1I W-11 / EXHAUST FAN O 11 \, ,+�,/ I0,-----*,_ �{ -: -_- GARBAGE POSAL PANEL BOX 8 `t .� —,Tr �- — ,1 KIMCHE s�1 I (LIVING ROOM / I II®I I TELEVISION T.V. I ISSUE TO HOA&CONTR I1001 L-1 —�J SMOKE&CARBON DECTOR 0 11 , 01 16 2023 ELECTRICAL/MECHANICAL NOTES: {\ 1. ADD OUTLETS PER CODE2. GFI OUTLETS IN WET DATE REVISION T O P T W-1\' 3. CLOSET LIGHT FIXTURES INSOTASLED PER PER CODE H-� / th, �� 4. ALL CANS TO BE IC RATED 12.27.22 ISSUE TO ENGINEER 00'- - 1 ____,_Li_- 5. FIXTURE RIGHTS AND LOCATIONS TO BE VERIFIED IN FIELD / 12.20.22 ISSUE TO CLIENT LAUNIjRY& WITH DESIGNER PANTRY B. 75%ALL OF FIXTURES TO 2 HIGH EFFICANCY 7. ALL FIXTURE TO MEET 2017 IEC I I11 11PR I 8. ALL LIGHT FIXTURES ON DIMMERS __ __ . //�1 9. USE EXISTING EXHAUST FAN VENTS �/_'J 10. USE EXISTING TEMP.LOCATIONS 11. HOOD BELOW 400CFM 12. USE EXISTING DRYER VENT 13. USE EXISTING CARBON AND SMOKE DETECTORS I I STAMPS SHEET TITLE: A PROPOSED SITE PLAN PROPOSED ELECTRICAL 1-102 SCALE: 3/16"=1-0° & MECHANICAL PLAN SHEET: -102 RECEP D 02/16/2023 ASPEN BUILDING DEPARTMENT PPROVE STORM DESIGNS LTD //�'�_��� 600 Carriage Way K13 iii �N��,j '1C PO BOX 5314 iC/I��[/�! ) SNOW MASS VILLAGE,CO 81615 YL J 970-319-5878 le STORMDESIGNSASPEN@GMAIL.COM RALL DRAWINGS ARE FOR DESIGN INTENT glifMCJ ANDING BIDDING PURPOSES. ALL CHANGES OR VARIANCES SHALL BE SUBMITTED FOR DESIGN APPROVAL TO STORM --- -- -- ----K�/'J) DESIGNS,LTD. CL CL heal . 1mii Ltosl BED 3 CARPET _toa f It O CARP€T W W in O ':',,,''' IH cau 0 > /0 _■ co - - CARP€T- n•' e '' BAT•1 pC4 Eli I, .i� 1 I I tos I � I � 0 *II H D LLI J W p � y W atg OC ti Q Rc Occ a Lw I. ••.o ,o..l I I■. ISSUE TO HOA& CONTR INFA��IT. A-111111 01 16 2801 023 I DATE REVISION 12.27.22 ISSUE TO ENGINEER 12.20.22 ISSUE TO CLIENT STAMPS A PROPOSED FLOOR FINISH PLAN SHEET TITLE: 1-103 SCALE: 1/4"=1'-0" PROPOSED FLOOR FINISH PLAN SHEET: 1-103 RECEP D 02/16/2023 ASPEN BUILDING DEPARTMENT EXISTING FLOOR EXISTING FLOOR FINISH IN UNIT ABOVE(UNKNOWN) FINISH IN UNIT ABOVE(UNKNOWN) EXISTING 1 I"CONC.SUBSURFACE EXISTING 1 e"CONC.SUBSURFACE EXISTING 3"X 6"T&G DECKING EXISTING 3"X 6"T&G DECKING e'GYPSUM BOARD 8"QUIET ROCK GYPSUM BOARD =Id • • .• d a d 4 d 2X4 FRAMING - d a d d a •d - 4 • - - 2X4 FRAMING • r • / 8"GYPSUM BOARDj / STORM DESIGNS LTD j/j /jjj / e"QUIET ROCK GYPSUM BOARD . •., ..,,., EXISTING 3 2"W X 13"H TRANSVERSE BEAMS jiii� � 1 600 Carriage Way CO PO BOX _ EXISTING 3 i'W X 13"H TRANSVERSE BEAMS SNOWMASS VILLAGE, 81615 j - / ' • 970-319-5878 %\x/\ STORMDESIGNSASPEN@GMAIL-COM • +-. - ALL DRAWINGS ARE FOR DESIGN INTENT • AND/OR BIDDING PURPOSES. . ALL CHANGES OR VARIANCES SHALL BE SUBMITTED FOR DESIGN APPROVAL TO STORM '' Irrf: ...- DESIGNS,LTD. CI • • It p P P R OV E la A TYP. CEILING ASSEMBLY MASTER BEDROOM CEILING ASSEMBLY V > N CI ...e,e,fw. ,pafeiiD 1-501 SCALE: 1/2"=1'-0" v 501 SCALE: 1/2"=1'-0" Ili , co 1_ 1_ • Z O er) IRD S I,i►� Cle � ' Z ►� ►� >. CIWJW ,� �� 5/8"AUIETROCK GYP.BD. ►� ►� Q W y �� 5/8"GYP.BD. �� EXISTING 5/8"GYP.BD. IMP-►� OP-��I aCe Ste/ 2X4 WOOD STUD,SINGLE BOTTOM PLATE AND S�1 2X4 WOOD STUD,SINGLE BOTTOM PLATE AND DBL TOP PLATE,SOUND ATTENUATION 01, DBL TOP PLATE,SOUND ATTENUATION INSULATION,REF:STRUCTURAL FOR LATERAL �� INSULATION,REF:STRUCTURAL FOR LATERAL CI .� CIE — BRACING AND LOAD-BEARING CONDITIONS �� BRACING AND LOAD-BEARING CONDITIONS 5/8"GYP.BD. .M EXISTING 5/8"GYP.BD. DESIGN NO. UL U305 �= �= FIRE RATING: 1 HOUR '' ,' SIC RATING: 34 H 4110.-H SSYSTEM THICKNESS.UND TEST: 4&4TI121 NMI ►� ►� LOCATION: INTERIOR R . & FRAMING TYPE: WOOD STUD(LOAD-BEARING) .! ..... ISSUE TO HOA CONTR 01 16 2023 REVISION 16' ,V 16' ,Y 16" 16" t [406mm] I4061nInl KOSIRn1 'f [406Mn,I t DATE E 11 '. 12.27.22 ISSUE TO ENGINEER D TYPICAL W-1 ASSEMBLY E TYPICAL W-2 ASSEMBLY 1-501 SCALE: 1-1/2"=1'-0" 12.20.22 ISSUE TO CLIENT I-501 SCALE: 1-1/2"=1'-0" ASSEMBLY REQUIREMENTS: �� ►= GYPSUM PANELS: ONE LAYER 5l8'[15.9 MMI SHEETROCKW GYPSUM PANEL(UL TYPE SCSI -- WOOD STUDS: 2'X4.[38 X 89 MMI WOOD STUDS,16.[406 MMI O C. ,am,.._ ►= INSULATION: 3-1/2"[89 MMI FIBERGLASS INSULATION GYPSUM PANELS: ONE LAYER 5l8'[15.9 MI SHEETROCKW GYPSUM PANEL(UL TYPE SCX) GENERAL WALL NOTES: STAMPS 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. 2. FOR THE MOST UP-TO DATE DETAILS,INCLUDING CONSTRUCTED ON REFER TO THE PUBLISHED DESIGN. �� �' 3. WHERE DESIGN NO.INDICATES"PER•,THE FIRE RATNG IS BASED ON LABORATORY TEST DATA OF THE REFERENCED SIMILARLY CONSTRUCTED ASSEMBLIES. 4. STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 5/8'CEMENT BOARD&TILE �' 5/8"CEMENT BOARD&TILE 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY �� �' 6. PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN. 7. FIRE-RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. S_, 2X4 WOOD STUD,SINGLE BOTTOM PLATE AND S�1 2X4 WOOD STUD,SINGLE BOTTOM PLATE AND 8. FIRE-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS'.INCREASE STUD DEPTH, INCREASE STUD MATERIAL THICKNESS,DECREASE STUD SPACING,DECREASE FASTENER SPACING.INCREASE —�� DBL TOP PLATE,SOUND ATTENUATION ►�1♦ DBL TOP PLATE,SOUND ATTENUATION INSULATION THICKNESS UP TO CAVITY DEPTH, INSULATION,REF:STRUCTURAL FOR LATERAL INSULATION,REF:STRUCTURAL FOR LATERAL 9, WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE,THE VALUES ARE BASED ON1111' BRACING AND LOAD-BEARING CONDITIONS '� BRACING AND LOAD-BEARING CONDITIONS LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES. 1 �- 19. SOUND,RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS:INCREASE STUD DEPTH, DECREASE STUD MATERIAL THICKNESS,INCREASE STUD SPACING,INCREASE FASTENER SPACING,INCREASE 5/B'GYP.BD. 5/8"CEMENT BOARD&ALE INSULATION THICKNESS UP TO CAVITY DEPTH.MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING =� ►' SHEET TITLE: ISSUE SHEETwrTOTOW: ►� USG CCaC „ .. :: m " 'flE uw.w RECORD UL U305 ""°�.° W-P-1-06 �� 040 CEILING & T,W .awei . o. .o.. ..o..00 ��w.._.w. ,. ,,,S..R WALL ASSEMBLIES ►! SHEET: C TYP 1 HR WALL RATING F TYPICAL W-2 ASSEMBLY G TYPICAL W-3 ASSEMBLY 1-501 1-501 SCALE: 1/2"=1'-O" 1-501 SCALE: 1-1/2"=1'-0" 1-501 SCALE: 1-1/2"=1'-0" rr .... 1.. D 02/16/2023 ASPEN BUILDING DEPARTMENT DOOR SCHEDULE DOOR MARK ROOM NAME OPTERATION WIDTH HEIGHT THICKNESS MATERIAL GLAZING 1 ENTRY DOOR RIGHT HANDED DOOR 3'-0" 6'-8" 1-3/4" WOOD 12GLAZING =Id 2 LAUNDRY&PANTRY 113 BARN DOOR 2'-4" 6'-8" 1-3/4" WOOD N/A STORM DESIGNS LTD 600 Carriage Way K13 PO BOX 5314 SNOWMASS VILLAGE,CO 81615 970-319-5878 3 N/A N/A N/A N/A N/A N/A N/A STORMDESIGNSASPEN@GMAIL.COM ALL DRAWINGS ARE FOR DESIGN INTENT AND/OR BIDDING PURPOSES. ALL CHANGES OR VARIANCES SHALL BE SUBMITTED FOR DESIGN APPROVAL TO STORM DESIGNS,LTD. 4 CL 103 LEFT HANDED REVERSE DOOR 1'-6" 6'-8" 1-3/4" WOOD N/A CI 5 CL 105 DOUBLE DOORS 4'-0" 6'-8" 1-3/4" WOOD N/A *k 0 O W `/W IT 0 6 BED 1 104 RIGHT HANDED DOOR 2'-6" 6'-8" 1-3/4" WOOD N/A U " N ZQ %— ppm ci_ ZOAilli 7 BED 2 106 RIGHT HANDED DOOR 2'-6" 6'-8" 1-3/4" WOOD N/A (I) � C.) . F - n CC D Z 1 w `r CIliiJLIJ 8 CL 107 DOUBLE DOORS 4'-0" 6'-8" 1-3/4" WOOD N/Aott W • •W O. CMaOC 9 OWNER;S CLOSET 108 RIGHT HANDED REVERSED 2'-10" 6'-8" 1-3/4" WOOD N/A DOOR CIE 10 BED 3 108 RIGHT HANDED DOOR 2'-6" 6'-8" 1-3/4" WOOD N/A ISSUE TO HOA&CONTR 01 16 2023 11 CL 109 DOUBLE DOORS 4'-0" 6'-8" 1-3/4" WOOD N/A DATE REVISION 12.27.22 ISSUE TO ENGINEER 12.20.22 ISSUE TO CLIENT 12 BATH 110 LEFT HANDED DOOR 2'-0" 6'-8" 1-3/4" WOOD N/A 13 BATH 1 111 LEFT HANDED DOOR 2'-0" 6'-8" 1-3/4" WOOD N/A STAMPS A DOOR SCHEDULE 1-501 SCALE: NTS SHEET TITLE: DOOR SCHEDULE SHEET: -5 01 ... +.eCNED 02/16/2023 ASPEN BUILDING DEPARTMENT 1/17/23,3:23 PM ELEVATION AND VENT LOCATION.jpg - Aspen,Colorado 0 • - - ' •Gouge Street View •� 1[' 4111111 Aog 2015 - , 1 \ - '��'^- • yam. '+"1i. '! 'R ,'ti. .. .1%..ir..t. , ,..416g, -.• , ..... .- . iii,.... --.. -1t7,- . - . ....., ,,, _._ .:. . , ,,....:,,,,..-,.:4; . .„., , .......-, ' s • • I- Ill „la , ,. • _ _ __ _______ ::,______ -- ......wo...„. , ,il . _____ _ ____ _ .....„____,.......,... . , .......- _, 3 3 _1 _ _ __ y 1 ""•*" ",...ita., , .. -..- , - _ '�'�� ► w e --Ali' KEMAL �+ aFr,,, `r n.�f.is4st -IIIIII-t; t .i 47 Fireplace will be rf` : , - - - - direct vent Y �! ,I -' h i�'•,V�ti• ; s� through existing _ _ i ountaln 731 E-Durant•!/5"r- ` _ ountai 9 (Aspen,-CO.81.� chimney/flue - The Gant© 'C7009 1¢ ` —• • APPROVE D . Raf,,,,,, RDS RECEIVED 02/16/2023 https://mail.google.com/mail/u/1/#inbox/FMfcgzGrcFdzDhTBwbVXjjzFWzQHhZdM?projector=1&messagePartld=0.2 ASPEN 1/ BUILDING DEPARTMENT