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HomeMy WebLinkAboutFile Documents.815 Roaring Fork Rd.0084.2017 (16).ARBK Residential Design Standards Administrative Compliance Review Staff Checklist ThE CRY OF ASPEN Address:815 ROARING FORK DRIVE Parcel ID:273512104010 Digitally signed by Zone District/PD:R-15 Approved: gi Justin Barker Representative:RYAN DOREMUS Date: 2017.04.13 (Approved plans/elevations attached) 13:27:33-06'00' Email:RYAN@THUNDERBOWLARCHITECTS.COM Phone:970-274-1421 Disclaimer: This application is only valid for the attached design.If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the applicant shall be required to apply for a new Administrative Compliance Review. Standard Complies Alternative Does Not Sheet#(s)/Notes Compliance Com 1 B.1.Articulation of Building Mass I✓ Not in scope of work. (Non-flexible) B.2.Building Orientation Tit it Not in scope of work. (Flexible) B.3.Build-to Requirement —T Not in scope of work. (Flexible) B.4.One Story Element T Not in scope of work. (Flexible) C.1.Garage Access Not in scope of work. (Non-flexible) C.2.Garage Placement ci Not in scope of work. (Non-flexible) C.3.Garage Dimensions r Not in scope of work. (Flexible) Received Page 1 of 2 5/25/17 Approved: ,9` Residential Design Standards11 Administrative Compliance Review Staff Checklist iCtirofAsny Disclaimer:This application is only valid for the attached design.If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the applicant shall be required to apply for a new Administrative Compliance Review. .I C.4.Garage Door Design I I I Not in scope of work. (Flexible) 11—e- _Il D.1.Entry Connection i Not in scope of work. (Non-flexible) D.2.Door Height 1 Replacement door is 7'10" tall. (Flexible) D.3.Entry Porch i Not in scope of work. (Flexible) E.1.Principle Window 1 New windows include several windows and groupings that meet the (Flexible) minimum size requirement. E.2.Window Placement No street-facing windows span vertically more than one story. (Flexible) E.3.Nonorthogonal Window Limit r All new street-facing windows are orthogonal. (Flexible) — E.4.Lightwell/Stairwell Location ce Not in scope of work. (Flexible) I —1—i E.5.Materials Not in scope of work. (Flexible) Received Page 2 of 2 5/25/17 P THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 (970)710-2938 (L 10) - 15$A8 0 -- _-- o gip' 6 (L 11) oIllip \ a 1 i �31 p0'� \ o �� E ISTING PATIO �`� p 4 \s, i i on\ i o _ _ ___ __ i (L 12) ___ . *.,.., .-- --- 41 ' \ \ Q / „,„„, #.1„„ \ O 7,>,.. .-' :<,'' 'S s 0 *,t4" \ D CP ss a o O t: V ce Ln ae 'co A6 8 \ . . .k w / O o \\ * / / �N � e Z � Im w — Ce pu 15� liotqfCONCRETE ��� w L DRIVEWAY U Ce e STONE 0 ooj/ s SIDEWALK 15/ ii \ as 00 GATE \ // t�O` PERMIT SET APRIL 57H,2017 \ / 60.50' (L 14) \ l CP ` APPROVEF E 'STING /456 __ SITE PLAN SCALE 3/32"=1'-0' R.D S 17006.00 ...._ Fd. N . 5 / Re ar N / 1 SITE!STPI AN 1171IE11) /qE-QO1 E-001 3/32"=1'-0" 0 2 4 8 Scale:3/16"=1'-0" COPYRIGHT() RO15 IHUNEIERBOM ARCHITECTS Received L 5/25/17 P THUNDERBOWL ARCHITECTS A A.5NV B C D E e E.5 F 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 ilk (970)710-2938 I • To.RIDGE i.O.RIDGE • EL=130'35/0' I I EL.=130'35/8 0 V.L E I V.I.F. 11 liNgilINIMMIMINNIINIMMEMEIMI 11 1111 II II II II II II 1111 II II II II II111111ll1111 1 111111111111111111111 IIIIII III p TO.ROOF HHIHHIl1 II 111111 ff III II 1I II]]II IJ l]41 1 1 IJ 1■,� II @A=IDI.OI/Y Q 11 II II II III I l�IiI 11111111 11 1 i 111i1,11 illl 111111II V.LF. - 11 1 Il WOOD SHAKE SHINGLE ]:12 ig muff TO.ROOF AUDPOINT L. �_J�■ ■ o. E�/ J �� WOOD FASCIA) ■M E. 0:1111=1111 ROUGH SAWN //1 . ■ ROUGH SAWN WOOD SIDING WOOD COLUMN �■ I■� I ORNAMENTAL METAL RAILING STONE CAP M■ ' ' ■�I - •� - �L I T I -1 ■11 ■ �1 ■1it _,,,,,= i.0.ROOF IILL■ IIII J L�LE1■ I� ,1 1 11 11111111 I7 3p1/2:12 MIDPOINT CI L._._!.� .� �1♦ . 7_ �C 1 11 EL=POINT r - J1. �' :--'—�_ • ■■Ill1■I Ill - V.LF. TO PLYWOOD =, �:� 1II,IIIII III I,� _. ■ STONE SI - -- -- J— • _ TO.PLYWOOD 3/,' 1 nnnlririiil�iiin - --11 = 11 - EL=110,2 WM V.I.E L'' 11 11 I 1111 11 I'® h=m1 i V.I.E. I0l, l0l■1 CRC S ��_ ��III �LI-� MLI-III �LI- I = - EGRESS IWIN�IOW- ■L Q -�■1 II��II-III 1 RANDOM ASHLAR mo-.= ;.= 1, — / _ �J ^ .. ��I.= =i=■■ J.=■■,N E. .■1111.Es =1 STONE SIDING Q .�J!.1.�J! �J! �J!i�- - ■ M ■■ � u �1■.1 ■■ ■■- O .�...�...�...�.. �W ilk i ■Im M MW mW mW MEI ■1�■� mlmlml h To PLYWOOD -- — A I I I I -- —I -- —I - -- —I -- —I -- TO.PLYWOOD 0 O Y EL=100'-0' STUCCO SIDING EL=IOO'0' N V.I.F. VLF Inr '/� EGRESS WINDO O y' : in L., I I . O O W i.i. �� ■ IJ� o _ 1=- N E ISTING O n V , SOUTH ELEVATION 0 Scale:3/16"=,-0"$ LL O CO Ce E-201 3/16"=1'-0" ON1 0 L Z O zo m LLJ — l 1 3 O e 4.5 l T W Q NJ � ij Q LLI Ce I O Ce Q H TO RIDGE I a_ EL=130'35/8' I I VIP A TO.1:1 3�1211 �1/3 POINT EL=IES'31/2' v.LF. ,I�IIIIInIIInlllnlll. _ _ _ TO.RIME II II II II II I EL=122•s1/e' 00 J 1 41 11 III 11 7:1z V.I.F. TO 0.00F III h@ uDaNi • 1 1J 1 V 1 A I 11111 1 f 1 1 T1 1111 I Y EL=121'13/0' I I I TO.RIWE VUF. 41 �1 EL=121'-0 I II II II II a VLF. .dmmmmmmmm�mnm/, fe-.-I,a.rinmm�nlmnDATE 1 II III 111 WOOD SHAKE SHINGLE T ROUGH SAWN WOOD SIDING 4/5/2017 PERMIT SET h TO.RIDGE _ WOOD FASCIA) III I I 7 _n / I 1/EL=116'-91/8' \ I ORNAMENTAL METAL RAILING V.I F. `I i/ - / 7:12 I 7:12 STONE CAP To.ROOF 4 1 0 I \ / \ �� • MI POINT I1 II 1I Y EL=113'-51/8' III �1 I \ ', / '�� TO.RYW000 h V.IE p Y �V - -J II 4:12 II LI 1I{I \ / p EL=111'd 1/T �J III L �/ V.I.F. '' L Z O.R NVOD 1111.1 II11 1,111�I1�I�IIll11J1IILI 1111„111f,� 1II)I1I1,1 .,'_ 1 EL=fro-23//'� A VIE LJ PPROVEII :I�1� �I � �I � r�l� �� E ISTING ■mImM�lilia�lilia- �m �I__.__I__��I� �� ELEVATIONS I� ��I����I.���I�-i \ 1 uLF �I�1—�I�1—�I�1� / /46 fa---- D .I■1 - I■ I■ I■1m \\ I 3/16"=1'-01 ■.-a-MEaa .M \ _ TO.GU0005 17006.00 T0.PLYWOOD :7 -- -- -- a— \�/ RDS q EL=100'A' EL=100'A' VIE VIE iWOOD GARAGE DOORS WEST ELEVATION 0 2 4 AE-201 E !STING 2 Scale:3/16"=1'-0" 'E-201 3/16"=1'-0" COPYRIGHT© 2015 THUNDERROWLARCHFECTS Received L 5/25/17 P THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 F 1 5 E D C A.5 A (9701710-2938 NU I I NREF I WOOD SHAKE SHINGLE 0 EL0 0.13W 3 5/8' EL=130'JR 15IR' V.IE �/ VI.F 7:12 T.O.ROOF _ =MI.RIINT h EL=121'-81OF 1/ VIE WOOD FASCIA) \ .� �. II�I■ _ ROUGH SAWN d ROUGH SAWN WOOD SIDING 11011 WOOD COLUMN L0.RYWOOD/ MENTAL METAL RAILING " ,IIIYY�MRYYYafM4,l'�I EL=110'-]VIE m■1..1I11I11R�1�1 V.I.F. �/ .� . STONE CAP T.O.ROOF T.O.ROOF I__ ��I �� ■I,,�.Im■ � p�11�., @MIDPOINT A EL @AUD7.10' 31/2�2 Lail Ir III I{ IrI_�_� N „min �nlmllllnl ill �f l�,l�`�I►M' EL=113'S VIE Y i.0.0.YW00D IIIWYYIIIIIIIIIII�I.IIIIIIIIIIIII__tlllllll AI 1 nnin..l.11 T0.0.YWWD V.I F. 11 11 INIE A. II 1 i � U dun _u1 1 Ii Q EL=110'.23/d' r EL=IIO'23/d' V.IF. 1 / V.I.F. EGRESS WINDO I , \ i \ 11,,�� pp NNIµWry / ,/�- ■•M� �� � �� RANDOM ASHLAR Il,llr I II, I'I■ I�11 Il�y ,11 • ICI ■■ ilia._ �_i■■=� STONE SIDINGO:� �:I :� I:I 1 < / > _■■ — IE ill NE� ■■ ■■ __ I I I I RRA _ll ■,���S� Q STONE SILL / pmiimm r!I. I.-! L1� L) EL O R0YW000 _ _ 1� to.PLYWOODOY V V.I.F. VIE O 0 W i o N I= E ISTING O ce n V 1 NORTH ELEVATION O Scale:3/16"=r-o"$ LL O CO Ce E-20 3/16"=1,-0R J O N J Z O Zo m W I: Aw'' — 6 5 I d.5 O 3 © 1 IL.L d —IW N Ce AI < a � Z I I O D ~ 1 lu p ' p" I - - - - - - - T.O.RIDGE I V.I.F. A TO �1/D POINNTT ROOF 1. P �12 y, I �MDNI�d/R•_ _ _ _ EL=125'.31/2'Y M V.I.F. VLF W 7:12 :12 T.O.ROOF Q _ _ EL.@MI'PPOINT ylk Y LF DATE 4/5/2017 PERMIT SET \ ROUGH SAWN WOOD SIDING HI /\j \ /4 ORNAMENTAL METAL RAILING EL=116'-91/8' T.O.RIDGE thk / 7:12 7:12 T.O.ROOF TO ROOF � . 1 1 . @MIDPOINT. to. r_ FLEI 1 .111 nnllnnllnl ' lib. 331/2:12 EL.=1131.5 7/8'Y EL=Rl.ID' \ da2 r10@.: 11 I11 II II 11�,- V.I.F. VIE �' ��` 1 11�1 lir hill III 11 111�1 I1 11 1 1 '71`�'1 IIIIIIIIIIIIII yl�,T.O.M1YWOOD / R�L�R��Lm R�L1R��Lm R�L1R1�L m••' ib dttttttll T.O.M1YWOOD cllk Y EL=110'-23/d' 11111n..l-,. 111111n111111n 111111n..l-,. �1 RM•� - - - EL=I10'23/d'Y 11 I "`F APPROVEII 1P _1 �� F WM� I MIM / \ RANDOM ASHLAR _ -T =.=..mW p.- / \ �STONESIDING E ISTING WOOD SHAKE SHINGLE T i=F ^ iid ME ill II MI MI \ \ \ > II ELEVATIONS J 1-■E I 1�1�1���1�1�1� •11 .�_ 3/16"=1,-O" ROUGH SAWN rlai 1- Ii Imeimaic ue,fi-1�Ime>_I II ��� WOOD COLUMN . I0.RYWOOD �- Imo- Imo- -- Imo- M- . I / T.0.0.YWOOD h PROJECT qR D S nu06.00 EL=100'A' EL=100'I0' VIE VIE i E 2 EAST(ELEVATION 0Sca2 3 / • 2O2 E-20 3/16"=1'0" COPYRIGHT© 2015 THUNDERBOWL ARCHITECTS Received L 5/25/17 1— 7 A A.5 B � C D E � E.5 F THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 I I ASPEN,CO 81611 1 (970)710-2938 I 0 100.1WE _ 'I u io.RIDGE�R EL=130'35/8' EL=170'35/U'Y VIE VLF OM NEW DORMER dr T0.ROOF I I I I O @ MIDPOINT EL=121'-0I/Y 7:12 \ I I I I I V.I F. NEW STANDING SEAM L0.ROOF 7:12 _ I METAL ROOF L1F�@MIDPOINT Q ih..m - 1■. ��I TII mm Y EL=119,01/2. �'I -I�• I�I�. ANEW METAL RAILING V.I.F. _\ WOOD FASCIA \ I / - , I ROUGH SAWN WOOD COLUMN - ■ I- STONE CAP N . An \ ! nL � �� i T.a EDGE w1 I �I�I �e22�R�� t%mii_I1� — .I—� �-!—LI—!—LI—! —lrallfr YIF. �T.o.R..Y.W00D •I ■■��=I�■��=—■�=I���-1:� � � _ _ TO.PLYWOOD 0 T •L=III 23//' - HORIZON AL WCOD SII =.I--�.--� ill �M E4=110'20I Y V.I.f. - V.I.F. ...I .Iir ita 1 .IMMI0.��EML OIMIIIIMmSI 7�7 ND•..�-. II� I1�aI ■ ICI 1 .■ �II, —i \ ''-7\ _I ■I�a 1-■I�a ■I�a 1 _1le I I h TO PLYWOOD �� •� �� �� t �� W -�—I -�—I - — I To.R=WG0 h MI— Y EL=100,M -STUCCO SIDING Y O V.I.F. Y.I.F. EGRESS WINDOW- Cer N I O II, .- ° O Lll \ ce 0 Q N = PRO-POSED \ I I 0 W Li) c� SOUTH ELEVATION 2 4 $ u— 0 co i 1 Scale:3/16"=1'-0" 0 c\I J 0 u Z - O zo CO W — I 1:1 2 3 O4 3 4.5 r P W E-301 LLI Q Ce N -1J V M I 0 , H 0- TL=O R WE E130'35/8' - - - - I- - I V.I F. TO..RIDGE L0.ROOF 3�12 EL=12/'S 1/8' 11 PoI 3:12 VLF EL1/1=12 3M1/V 713 - - T.O.RIDGE - - - EL=12/'-01/8' 00 TO..ROOF 7:1 VLF h @ MIDPOINT 1/EL=121'-17/B'VIE T.O.RIDGE dik TROUGH SOWN WOOD COLUMN VLF DATE , HORIZONTAL WOOD SIDING 4/5/2017 PERMIT SET NEW STANDING SEAM 7 T0.RIWF METAL ROOF WOOD FASCIA - -� f NEW METAL RAILINGS EL=116'-91/8' TO..ROOF Q STONE CAP o 0 @ MIDPOINT Zn - EL=113'S 1/8' T.0.RYM'OW 71.E 4:12 R.=111'd MT VLF _\.... \ T.O.PLYWOOD `L=1�P3/' $ AP P R O V EPm- ` y _L V.I.F. 1-3 ■ IILEr �_IIar � J- u / H 1 PROPOSED —IIIMMI ��=� I� �� o 1 I1 I , Zn ELEVATIONS .Ia .I2 .1 1 SCALE �� N I /463/16"=1'-0�' ■pi�apl�apl� PROJECT TnPLYWOOD I -- I - it ry -I `� to.PLYYmW 0 17006.00 EL=IDD'.D' RDS V.IF. '� EL=IOVIF. NEW GARAGE DOORS PROPOSED 2 WEST ELEVATION ° Scale:3/16"=1'-0"8 A-201 A-201 3/16"=1'-0" COPYRIGHT© R015 THUNDERBOWLARCHITECTS Received L 5/25/17 P THUNDERBOWL ARCHITECTS 300 S.SPRING ST.SUITE 201 ak VW la NV ASPEN,CO 81611 f T T T T T A.5 A 19701710-293e I I I I I NEW STANDING SEAM METAL ROOF AT.O.RIDGE _ io.RIDGE 0 EL=130'S 5/8' EL=130'3 VIE V.I.F. VIE 712 LO.ROOF gyp =MIDPoIN4 A. c EL VIE WOOD FASCIA ` \ ROUGH LUMN WOOD COLUMN _ LO.PLYWOOD yL� HORIZONTAL WOOD SIDING PL.=110'-23/d'Y VLF 7:1t 7:12 STONE CAP TO.ROOF TO..ROOF \ Q @ MIOgINi E AUDPoINi 31/2�2 \�j - - - EL=113'3 VIE EL=111'10' e\ < V.I.F.V Q VIE � � 0 TO RYWWO T T w\ r TO.PLYWOOD EL=110'-23/d' T I I I EL=IIO'-27/d' VIE ( \ J VIE , NEW METAL RAILING EGRESS WINDO = —a- \ - — I\ in RANDOM ASHLAR O - STONE SIDING • Ms -- �I \I r\ 0 tell O STONE SILL �///��� ///�� YWOOD y.L� 'µ `/ ELO=N00 OOD Gm .r T T T \ 4\ / \/ \ \�'---I�I�T�� TO.ELR 100'0'Y V V VIE V.I.F. 0 O LLI f o• N I_- E (STING O w n (j NORTH ELEVATION 0 Scale:3/16"=1,-0"8 LL O Cr) i E-20 3/16"=1,_Du O (NI J 0 u Z O zo m W — 1 6 5 4.5 IQ giF O 3 © 1:1 W J 0 ak Q N auJ Z O _ I Ce Q ~ I RANDOM ASHLAR I _ _ _ _ _ _ i.O.RI VIE STONE SIDING EL=130'35/8' VLF CI- 1A2 LO 3122 I T.O.ROOF A II T.O.ROOF - - - - - - W 1/3 POINT 0FLQ MIDPOINT .=125'S I/2' EL=12/'Sd/B' VIE M V.I.F. W 7:12 :12 TO.ROOF QMIDgIM D. 12':B 1//' VIE DATE NEW STANDING SEAM I 4/5/2017 PERMIT SET METAL ROOF I \ HORIZONTAL WOOD SIDING - _ T.O.RIWE 0 e EL=1.0RI GE Y STONE CAP e - 7:12 7:12 VIE TO.0.00E rvQ _ @MIDPoM h 8 MIDPOINT in 3 31/2:12 EL.=113'57/R'q EL=III'10' 4:12 "� V.I.F. .;;;7f h To PLYWOOD -- �� - - - - L=.PLYWOOD h ,/EL=110'd3N' -- EL=110'd3//'l/ P P R O VIE V.I.F. EGRESS WINDO [ \ _ c — - _ — u ID I. ,_I, vE rk. I,. I, �L _ _ . I r....i / \ PROPOSED � - .I :i II -I 1!�I— ELEVATIONS -�ill II�I�T.II II ��I SCALE ROUGH SAWN T _I II -I��I= - N /lib 144www@:-.-__ WOOD COLUMN IRMI� _ _ _ I :MI �I \ / 3/16"=1'-0" ._•.r.I_ _._ ._. _. AA 4 � PROJECT 0 EL PLry 2' ` i EL PLrvgoD$ R D 17006.00 EL=100,0. =100'00 VIE ELF i NG EASTI E 2 ELEVATION 024 A-202 Scale:3/16"=1'-0" E-20 3/16"=1'0" COPYRIGHT© R015 i11UNDERBOWL ARCHITECTS Received L 5/25/17