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HomeMy WebLinkAboutFile Documents.1112 Waters Ave.0024.2019 (16).ARBK IMPROVEMENT SURVEY PLAT AND TOPOGRAPHIC SURVEY ` ..t) \ ,, �_ r BP • - �fi LOT 9, CALDERWOOD SUBDIVISION s ACCORDING TO THE PLAT RECORDED DECEMBER 29, 1961 • _,, s, e�,0 IN PLAT BOOK 2A AT PAGE 264 AS RECEPTION NO. 112674 CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. .. / SLI3JE i'. 9 . • / PR&)P�;R Y 1. / R=112.01 / - a/ JIF R 112.0E -L�.53' N / C-B=NS 1127'g/ �" CMr�. / z 11�: 0 / / � 1 ��V�,A'. 330 30 / / / � ) VICINITY MAP j $cA. #s SCALE:1"=2000' .I v e y 1 Ij CQA GPS#1 BEARS B`� % & 7.57'09"W 954.00' - / / \ • 300 60 / * 0 .131. / /• T37 \ / N75.054"W 181.04' /i 4'/ 0 / / ��- ti5 CATV PED. A, W 270 so E Ew 4, PO L.S.#25947 TBM ,,,,,ry / / '^N N \ 5 y b \ \ W 8�^ / s\P \ T3.4a��� 240 120 t nye:G•4o¢7 ")Tl 'G"6 -'''6,, tdST - A \ q T35 ' • 1 /210 150 T 36 �Q PROPERTY DESCRIPTION 18010 LOT9,CALDERWOOD SUBDIVISION,ACCORDING TO THE PLAT RECORDED DECEMBER 29,1961 INPLAT BOOK 2A AT PAGE 264 AS RECEPTION NO.tl26]4,CITY OF ASPEN,COUNTY OP PITKM, S . T41 � 8STATE OP COLORADO. GRAPHIC SCALEGRAVEL ` FLAGSTONEDWAY /'-1 WALK DECK Ty41. e 11 q o ' - ,O0'P3''' R- \ (IN FEET) 4 / _ • / o �_�- � , \ 1 inch= 20 ft. .14 Al GGNDo`NLP /R \ • AR�Oa0056• f , __ 'MCP \ FFENC) 2 / ChL=5521 N / A F.F. \ \pG ---- /� -/ a A O�'f,3C.)i EL-7970.4' V \ �� 7�a // 22j S V Amy 7/ LOT9 \\ \"yam ,-.\S,OSI S.F. \G' 'd MULTI LEVEL WOOD / �• 1 / GRAVEL• e\ FRAME HOUSE \� SEWER MANHOLE / RIM EL=7970.40' G�j� / \ DRIVEWAY• \ WITH BASEMENT \ \� 3930 II SW EL�/963.71 h ELECTRIC • \ 1112 WATERS AVE. \ H SE EL=7963 / 1,. W LINE(CYPJ .�,Q3�Y TO EL=7963 TELE. �`�jy • CVV'41 63 i�'1 /y I W JE // 8p, I #5 REBAR&ALUM. V,(/ / 7 LINE(TYP.) 1N8 "---'-\\-76_ F.F. EL ]R986 lE C//.OV6�6%O� PNG lY�l , �� (1, CAP L.S.#15710 \=SIN t • 971 Z' EL-7970.6' S0 PER \ T I( �J s'T7 \ � �� p �� Y PN rA TB J T6 \ \ p ELEC. / METER \ T9 \ /2� ^9'1\/ /C O -------- #5 REBAR \ \ ' ', ., � q�X$ �a^ 8l L.S.#9184 \0 TII \ ICE , Qe'vE/ dl�. BOULDER.• &CAP -\ • 1 A ---\,,ISIA \ d�lT,1YJ DO- �� T26 ��C�9w� F T27 .�:9'.r28 -,, \ o�ti��Q��.yyy���\\\PPP w�9 �� °s A PP OVE n /. l \��9 291�� \ 2gPI .Y'.I G� / \ss\ s vV �! 4a T12 -�1 / W `S-�\ \\ T/,.WALL ` \ T23�� qo �T24ro, ,,,„ / \ D (+ TYP T25 / $P P4w�Y TT2' RD S T13 _ / S,Nti, SF \ \ \1. \ T22 �9^� 4S q?- Tl4 \\ 2y� 292\mild• . - 7\79 .y• ZTF�ss G\ Jg 2j\2\ T21 JI TREE CHART - \•,;F s �� Tls & T31 TREE TYPE TRUNK DIA. DRIP DIA. BASE ELEV. \A�,- - (TYR) ,\`\��5� ttl T30 TI DECIDUOUS 10" 12' 7970.3' `P,p UG,�,, - - y T2 DECIDUOUS 10" 12' 7970.2' \ - PG„`Q\ v'2l a T3 DECIDUOUS 12" 12' 7970.8' �d - A NI'�j.\ T20 22 r32 NOTES: T4 2 DECIDUOUS 6" ID' 7970.2' \P�• `Pdr0� T19 31)THIS PROPERTY IS SUBJECT TO RESERVATIONS, IMPROVEMENT SURVEY STATEMENT LOT8 NTS,BUILDING T5 CONIFER 12" 15' 7971.7' ��\yA`�,y� .(-It ydp ' SETBACKS TITLE AND EASEMENTS PREPARED RECORD, TITLE CO RESTRICTIONS, OF THE EXCEPTIONS TO TITLE SHOWN IN T6 2 DECIDUOUS 14" 20' 7971.5' ""p ''O �'rA'°'. iff T17 _,.,•'- x FOR IZEN INVESTMENT TRUSI HEREBY STATE THAT THIS T TITLE COMPANY OF THEOCKIES.BYNT SURVEY WAS PREPARED PEAK SURVEYING,INC. THE T7 2 DECIDUOUS 12" 12' 7971.2' \J' sSs6 0705412-C DATED EFFECTIVE DECEMBER 06,2017. O �:'� I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, T8 2 DECIDUOUS 10" 12' 7971.5' 4 (TYP) JULY 11,2016,MARCH 09,2017 AND NOVEMBER 14,2018,EXCEPT UTILITY CONNECTIONS,ARE 2)THE DATE OF THIS SURVEY WAS JULY II,2016,MARCH 09,2017 AND NOVEMBER 14,2018. T9 DECIDUOUS 10" 8' 7971.8' \ p � ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL,EXCEPT AS SHOWN,THAT THERE ARE NO T10 2 DECIDUOUS 8" 12' 7971.9' \� TI8 \ ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING d /\T16 PREMISES,EXCEPT AS INDICATED,AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF 3)BASIS S BEARINGS FOR THIS SURVEY IS A BEARING OF N61"4 L.S.BETWEEN THE TII 3 DECIDUOUS 8" 8' 7972.0' `f o N '/ ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL,EXCEPT AS NOTED.I SOUTHEASTERLY CORNER OF LOT 9,A#5 REBAR&ALUMINUM CAP L. #157I0 FOUND IN T12 CONIFER 10" 15' 7971.8' Ap FURTHER STATE THAT I HAVE EXAMINED THE TITLE COMMITMENT PREPARED BY TITLE CPLACE AND THE PC OF LOT 9,A PK&SHINER L.S.#25947 FOUND IN PLACE. T13 CONIFER 5" 6' 7972.6' \ WAND FIND AMPANY OLLF TEXCEPTIONS TO E ROCKIES, TITLE INAT AFFECT4THE SUBIECCT PROPERTY12-C DATED EFFECTIVE AERE SHOWNCEMBER 06,20174)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET. T14 CONIFER 14" I5' 7972.2' $ HEREON TO THE BEST OP MY KNOWLEDGE AND BELIEF.I FURTHER STATE THAT TO THE BEST OF T15 DECIDUOUS 10" 8' 7970.4' MY KNOWLEDGE THE ERROR IN CLOSURE FOR THIS SURVEY IS LESS THAN 1/15,000. 5)THIS SURVEY IS BASED ON THE CALDERWOOD SUBDMSION PLAT RECORDED DECEMBER 29, T16 DECIDUOUS 12" 10' 7973.0'1961 IN PLAT BOOK 2A AT PAGE 264 AS RECEPTION NO.112674 M THE PITKIN COUNTY CLERKT17 DECIDUOUS 12" 10' 7973.0' \ 2\ ..,AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. T18 CONIFER a" 8' 7972.8' ..6)THE SUBJECT PROPERTY ACCORDING TO COMMUNITY DEVELOPMENT IS ZONED R-15.IN T19 DECIDUOUS 12" 10' 7972.4' Q/1///` ADDITION TO BUILDING SETBACKS AS SHOWN ACCESSORY BUILDING SETBACKS ARE 30' T20 DECIDUOUS 12" 10' 7971.3' \ 11// s' N' FRONT AND 5'REAR. #5 REBAR&CAP ,r GATE �4 S� T21 DECIDUOUS 8" 8' 7970.7' BY . T22 DECIDUOUS b" 6' 7971.5' L.S.#9184 i� ':ON R. I P.L..'0137.11, 7)ELEVATIONS AS SHOWN ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERNi 37931.1 COLORADO RTVRN GPS NETWORK(NAVD 88 ORTHO DATUM)YIELDING AN ELEVATION OF T23 2 DECIDUOUS 10" 12' 7971.5' / y', 7969.60'ON THE PC OF LOT 9 AS SHOWN.CONTOUR INTERVAL EQUALS I FOOT. T24 3 DECIDUOUS a" 15' 7971.1' .',.,/,?) T25 DECIDUOUS 12" 10' 7971.7' _`J'.'.. 02/15/19 .. -18) TOTHE VHRIPY MATTERS DUMENT O CRIBHD APPLYDED IN BOOK I98 AT PAGE 436 IS TO THE SUBJECT PROPERTY. ABLE AND PSI WAS UNABLE T26 DECIDUOUS 14" 12' 7970.9' / --Ip#4)1 AH➢5�1//1 T27 2 DECIDUOUS 10" 8' 7972.2' .... 9)EXISTING SLOPES ACROSS THE SUBJECT PROPERTY ARE AS FOLLOWS:0%-20%=7107.44 S.F., T28 DECIDUOUS a" 8' 7972.6' 20%-30%=372.76 S.Ft,30%-40%=33.69 S.F.t,40%-GREATER=537.11 S.F.6. T29 DECIDUOUS 6" 8' 7970.4' T30 CONIFER a" 8' 7972.5' T31 CONIFER 10" 8' 7972.0' W , Drawn BY' NO. Date Revision By T32 CONIFER 8" 8' 7972.8' JRN IZEN INVESTMENT TRUST Project NO. T33 CONIFER 8" 8' 7972.3' 1 11/14/18 UPDATE TREE LOCATION NON T34 CONIFER a" 8' 7973.0' Checked By: - CITY OF ASPEN,COLORADO 16050 P.O.Box 1746 2 02/15/19 UPDATE SURVEY WITH SLOPE NOTE JRN T35 CONIFER 1.5" 3' 7970.4' 4 JRN T36 CONIFER 1s' 3' 797os Rifle,CO 81650 IMPROVEMENT&TOPO SURVEY PLAT Phone(970)625-1954 Da.T38 DECIDUOUS 5' 7969.0' LOT 9,CALDERWOOD SUB. 3" Fax(970)579-7150 Z 1 O T38 DECIDUOUS s" 6' 7969.0' DULY 19,2016 NOTICE:ACCORDING TO COLORADO LAW,HOU MUST COMMENCE.ANT LEGAL ACTION www.Peaksurveyingine.e0m BASED UPON ANY DEFECT IN THIS SURVEY'WITHIN THREE YEARS AFTER HOU FIRST DISCOVER SUCH DEFECT.IN NO EVENT MAY PM ACTION BASED UPON PM DEFECI IN T40 DECIDUOUS 6' 7970.3' T39 DECIDUOUS 5" 6' 7969.3' Computer File: 1112 WATERS AVE. v,0EIVED THIS SURVEY BE COMMENCED TIUN TEN HEARS FROM THE DATE OF THEE 4" Since 200 A' 050.DWG CERTIFICATION SHOWN HEREON. T41 DECIDUOUS GROUP 8' 7970.0' 0 /19/2019 ASPEN BUILDING DEPARTMENT NOTES Z 0 . N E 1.ARCHITECTURAL T.O.EXISTING MAIN LEVEL F.F.100,0"EQUALS SURVEY ELEVATION 7970.4'.T.O.PROPOSED MAIN LEVEL F.F.100'-1 9/16"(a5 ENTRY DOOR)EQUALS USGS 7970.53'. 2.ARCHITECTURAL SITE PLAN USED TO LOCATE RESIDENCE ONLY.(SURVEYOR TO CONFIRM EXACT LOCATION IN FIELD PRIOR TO EXCAVATION).ALL OTHER , INFORMATION SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. • 3.EXISTING CONTOURS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 4.REFER TO SURVEY FOR ACCURATE EXISTING CONDITIONS INCLUDING TOPOGRAPHY AND LOCATION OF EXISTING UTILITIES. 5.REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR PROPOSED GRADING AND \ DETAILED LANDSCAPE INFORMATION,INCLUDING TREE REMOVAL+MITIGATION. - 8.G.C.AND ARCHITECT TO FIELD VERIFY FINAL GAS AND ELECTRICAL METER i LOCATIONS PRIOR TO INSTALLATION.REFER TO CIVIL+ELECTRICAL DOCUMENTS p FOR GAS AND ELECTRIC METER LOCATION. 60 7.G.C.AND ARCHITECT TO FIELD VERIFY FIRE ALARM AND STROBE LOCATIONS WITH 11 SPA _ '1FD PRIOR TO INSTALLATION(IF REQUIRED). �e( ram\ ' N - 8.REFER TO ELEVATIONS FOR EXTERIOR LIGHTING PLAN. �. '��/ ARCHITECTS L L C. R��so°�� .14��� , ASPEN CO816�12 �', ',, WWW.ZONE4ARCHITECTS.COM Topography Legend concrete address marker viree-I/ Existing Topography Not tro to , �, 'xAgo fit. Proposed Topography A ilte 9 1p , , . .444 (2)tone concrete driveway ��� - - �GK - �s tikA, � L, svc. ' �, a �1040 TO �' o \ Pavers - 18'XpIace' I (2)parkingl- - .,QQ QQ�s�., --_ \� perrenial bed Entry ( Places / i' �, ///y�WW�/�+ 1 A high) -' .a > p A - gravel drip edge o- �� Q /100'-1 9)16"=7970.53'USGS' planter- / (FF Main Level) AIII) "� CI) .2Y� _ L1' 7� / �\ 3 c �� VWW/ / a Ili condendsing unit within 30"of Q aD _-_, animal proof / - \ grade 0OtL o trash . i - __ encosure / r'-� ■■IY1 �V� d 0 s\\ \,-, recephcle3 \ i AEI C. - a\ N y Q $ �` C`•") "C Q O �i boulder retaininlinog-, 1, �� A, I it *. \ " U w _ mmi) : \ �. � ' _ _ j ___ utilhy meters - - -Z3T0� - ( I --- covered patio w/fire table 1- �. r_ -- --� 7971 retaining wall 2 �'a3' -,‘)N ,_- , , '9;� A P P OVE 13 , , - 4 q. 1/'''),,,, i *4 I L< ,�0Pp� _41 RDS 6'high fence t , m '--_ :-- '•c -1g1\ - - `'�� - REVISIONS DATE ,, -- ------ SD100% 11.02.18 so RDS Approval 12.10.18 s. 4 74 Permit 02.15.19 ' 3 elm—Cur 3 P. Drawn by: Z4A $ _- --- , -__------7973-— "€ Date: 2/15/2019 p" ,`\s Scale: AS NOTED a.1 d o 3 U 7974 11 su P Architectural m N,, Site Plan @ m6 O PROPOSEDil. A Architectural Site Plan @Grade Grade 1! m �w E d a- ! 0 gi S Ai si A10 CEI ED ,2 ni Plotted On: 2/15/20in/19/419 ASPEN BUILDING DEPARTMENT Z O . N E \ III I / ..___ _ , . _. A I 01. \ \ I / -- \ ARCHITECTS \ LLC. / �� P.O. BOX 2508 \ o ASPEN CO 81612 / Z WWW.ZONE4ARCHITECTS.COM W.ZONE4ARCHITECTS.COM / \co �I. / C71) \yam /// 9 \ C V // \\ _ 4 X 4 wood columns @windows / \ TVP / � I I 01 / O ----------- --------1- / i i_ _I ' '- - ---I-------- O i I III I \I � / b1 D 4 / BED\ \ > :,I' (n O I _ o p L. 0 F —I \ I a) CV d D 5 \ Q aoE 9 1 / / IF UP / - , i `v c m J / / \ I N \ ' t "- r U I / I t 1 I REC \ I r o 10031 V DDT \ I \\I w ' LI \ I\ D I n - - - - \ - - - - H' � - - - � PP OVEn i 1 tir nr i i ti tir—li— — �,j \ \ to \ \ d - I \ RDS I I I \ I \ \ 1 \ \\ / ` / REVISIONS DATE o °5 \ 1 1 / / ---- / 1 SD100% 11.02.18 pb \� / RDS Approval 1 ... 0 Permit 2.10.18 <4 02.15.19 b' N / / Drawn by: I Z4A 2$ / wa --.9 / Date: 2/15/2019 �, \ -._,-- / Scale: AS NOTED a1 o / °o a / w9 y \ io 3 / p \ / EXISTING i" Lower Level m 74 EXISTING Lower Level Plan Ni Plan ?I O SCALE:1/4" = T-0" E '' S A104 s� OEIED ,Q N Plotted on: 2/15/20i2/19/419 ASPEN BUILDING DEPARTMENT Z O . N E III I / _-- -- —\ . I I El ARCHITECTS / \ LLC. / �� P.O. BOX 2508 \ o ASPEN CO 81612 / ? W W W.ZONE4ARCHITECTS.COM / / \� A� \y / c1) Q \ // \ p 4 X 4 wood columns between / \ \ windows TYP \1 d timber rafters in plane with North rC f J L ,I— J / and South exterior walls @Main I I I I \ I r I = Level / I 0 ••••• O I I I I - 1r J� —� O /InhI / 11 11 I \I ENTRY \ I /�� p timber rafters 4'OC VIF I / I I I I 11011 11 I I I W �_ JL JL L \ JL___ p JL lI JJ J ---- s engaged wood column @ fireplace DINING \ to be removed ------ 10Fi� II II II I�//�� fireplace to be removed / OP \ v, y _IL JL JL JL I L .,-0 I _0_ / JL 11- 1T JI__„,, \ III II 1 II II I \ •W y c 5 existing wood columns supporting ¢W 0- $ Oa roof purlin,substructure unknonw, 1 J DN \ I (,) exists with setback \ ra N , _ I JL JL \ J I aQ ' i fii � MESH / \ I �f 7� � ¢o1 104 \ INJI \ U CARPORT 1/ L — ---J L J L---- t 1 0 / L - - -- — — --------- — — —L,-- — --Jr A—it----90 el \ C\ I1 II II 1I ILIVING II II \ II I ` 5 \ IST10� I102J LJ L \J L__ d\ crivl * 1 L J rQ\ 1 �103� IIIIIIIr\ --- -- II IIIo IIII —2 L ..lei_ _ _ I I I __ �: HHHH R S w 111\ 1, \ JL JL JL J�_\ I existing wood columns supporting roof pudin,substructure unknonw, \ \ exists with setback \ \ 1 \ \\ / ` REVISIONS DATE / a \ 1 1 / 1 0 SD100% 11.02.18 pb \ / RDS Approval 12.10.18 H N / / / / 3 / / Drawn by: Z4A $ / wa N / / Date: 2/15/2019 m -- / Scale: AS NOTED li o / . \ -......_ gy t \ °° / p 74 u \ / sy 3 EXISTING Main mam iNi Level Plan OEXISTING Main Level 11. SCALE:f/4" = 1'-0" E P S A105 s� OEIED ,Q N Plotted on: 2n5/20i2/19/419 ASPEN BUILDING DEPARTMENT Z O . N E I / _- -- -\ \ \ \ / ARCHITECTS \ m LLC. / \ P.O. BOX 2508 o ASPEN CO 81612 / ? W W W.ZONE4ARCHITECTS.COM / / \c A� \y / Q Q / \ V ` g 4 X 4 wood columns betweena. windows TYP rI rr .__\ 11 1 -,1 ® O OI- BPTH �TUDI� / l201 g0 I e z �/ \ - timber rafters 4'OC VIF II 1 ClW w \ \ > '.‘1 \ I / II II II CLOSET I , 3 I I 1 1 ._ �I I I �J \ g03 I v, IL JL _ II ____ I LCDc'��00 � \ � II 11 II � I \ — yca 0 wood cdlumn(s)to be removed I l \ d / II II II I �1 t's cwJL LL_ t IyQ 11 II II II 1I (NI/ II II II I r 5 11 / �� IL JL JL \ 1 _=== \ r 1 ' II II I \ o \ I II II II BED \ Ii_ IL JL JL--- - : �D� I q r Tr 1r--- - O a \II I II II II O O i \ �IIL JL OO A PP OVE p 6 ` \ II II I III I I I -1 - \ I ` \ IL JL JL JI L—\___ RDS 9 \ , \ \ I \ knee wall \ — \ $ I I - ` \ /\ / - ` REVISIONS DATE o IN \ 1 1 / 1 SD100% 11.02.18 0 / RDS Approval 12.10.18 H 0 Vi / € / / Drawn by: Z4A . ! \ N__ / Date: 2/15/2019ii / Scale: AS NOTED / p. sy 74 \ / EXISTING o Upper Level m TA EXISTING Upper Level Plan "� Plan ?I O SCALE:1/4" = 1'-0" E 0 S s Al Okt N Plotted On: 2/15/2oi2/19/$19 ASPEN BUILDING DEPARTMENT Z O . N E \ III I ./ I \ \ I \ / ARCHITECTS \ LLC. / \st P.O. BOX 2508 \ o ASPEN CO 81612WW/ y WWW.ZONE4ARCHITECTS.COM / / \ VI \T1 / 9 /// \ '��\/\V`�`''' //1 F \ / \ I // \\ \ 1 / \ \ .! // rr \\ 1 ® p \ I > chimney- il \ Q \ L 3 CD N cD G4-1 \ / i1 \ \ y0a co 1 \ m m a¢ 2 1/2" 12" 2 1/2":12" y / grovel gravel a O \ 7 r iii \ r z \ ii \\ \ II II \I D Q PP OVE a \ \ w \ \ RDS \ \ \ I \ \ I \ LI I / .--- \ 1 \ \\ / \ REVISIONS DATE o / �5 \ al 1 / 1SD100% 11.02.18 pb \ / 0 RDS Approval 12.10.18 H / // / \ \ / / / Drawn by: Z4A $ N. / wa * \ \ — / Date: 2/15/2019 , / Scale: AS NOTED 3 / p u \ / ' 3 Lq �a EXISTING Roof ma N Plan OEXISTING Roof Plan 1 SCALE:1l4" = 1'-0" E S R s o 77 Al °DECEIVED N Plotted Om 2/15/20in/19/419 ASPEN BUILDING DEPARTMENT / NOTES Z O " N E 1.SITE ELEVATION 7970.53:=PROPOSED ARCHITECTURAL MAIN LEVEL T.O.FINISH FLOOR ELEVATION 100,0". 2.REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCURAL COLUMNS AND BEAMS. 3.REFER TO INT.FINISH FLOOR PLANS FOR FINISH FLOOR MATERIALS. 4.STAIRWAYAND HANDRAIL PER 2015 IRC R311.7.GUARDRAILS PER 2015 IRC R312. p:4 5.ILLUMINATE STAIRS PER R303.7.MINIMUM OF 50%OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1.ALL EXTERIOR LIGHTING TO TOSV LIGHTING STANDARDS. 8.ALL MATERIAL INSULATION VALUES FOR NEW CONSTRUCTIONTO MEET 2015 IECC MIN. / STANDARDS FOR CLIMATE ZONE 7.REFER TO TYPICAL ASSEMBLIES. / / / \ \ 7.RADON MITIGATION PER IRC APPENDIX F. 8.FINAL HOSE BIB(KB.)LOCATIONS TO BE FIELD VERIFIED WITH OWNER. / / 9.INTERIORS"OR INT."REFERS TO INTERIOR DESIGNER.(TYPICAL) / / -.-- 10.REFER TO RCPs FOR CARBON MONOXIDE/SMOKE DETECTOR LOCATIONS. \ 11.REFER TO INTERIOR DOCUMENTS FOR ALL FINISH MATERIAL SPECIFICATIONS, / MILLWORK DESIGN,ETC. / 12.MECHANICAL SYSTEM TO BE DESIGN/BUILD.TO INCLUDE:HOT WATER,WATER / \ N FILTRATION RADIANT HEAT,FORCED AIR HEAT,AC,HUDIFICATION,AIR EXCHANGE, • / / SNOWMELTAND HOT/COLD PRESSURE WASHER,SYSTEMS TO BE CONTROLED ARCHITECTS m USING WIFI COMPATIBLE DEVISES.VERIFY WITH OWNER. L L C C. \ �'� P.O. BOX 2508 d ASPEN CO 81612 / 0? W W W.ZONE4ARCHITECTS.COM / / \09 �A� 70 c1) 9 / Existing(VI ) \--) / 1 1/2"4, 8,1 1/4" 51/2"/f \ 7,21/"(minimize if possible TYP @ W1) / 1'-57/16"/ / 3'-11/16" 7 / I Ai O I\// Ai1 Wi 14 01 ' _ O 0 ...- / vi_ `I H. w4'I B OOH 1 III -I �ED 1 \ p m N E� 01 al 002 w / o I _ _I , og. Q / / ` H AHU �� Ui � I y� 4 \ tii L 3 a Ill31/2" �♦ c U /- -_._ 7'-6 2" I W d1 E c 3 \ LL nish to align with existing, I \ Q ro 0 s ,io maintane 3'clear min @ 3 1/2" 3'-0 1/4" 12'-3/4" —, -\ }' O a Hall • JP {{ w irI' NP for interio\alls UNO N(,) / c HALL 2,15/16" I31/2" 1,99/16" ,�.� N o _ 006 c / w M OS �__��Qlir BATH 2 O y / —')�— 31/2". ` 04 ro 003 q Q O / ,o this side of foundation wall to Fri 0 ,' EO f"'"' ioo3 A m w remain as it exists 2-10 1/8" 1 yy/D y _ V w 'lear V washer box,ensure drain or �\ t 2 k Q / substantial pan under W/D E 1 �' I - " 1 1'-53L- ) I m � route dryer vent through roof per �11! ,v " \ code 1. j1EN/BEU3 'V1;'� ^ \ ` - e \ - BED 2 m \ 4> 004 — APP OVED - \ RDS z \\ of - t \ : it \ 1 \ 1 T \ \ I / 2'-9" 2'C / DATE \ existim o.eni, IF ` 1 1 1/2" 8'-3 1/8" 31/2" " / ,�-1 1/4//3 1/2" / REVISIONS aT \ "�.r.r" / SD100% 11.02.18 zT 's_o \ / RDS Approval 12.10.18 <4 I.. 0 / / / Permit 02.15.19 ' 3s a 11 \ \ / aL N. / / / Drawn by: Z4A \ * \ e \ \ / a / Date: 2/15/2019 p" '44-( EA Scale: AS NOTED Rg e \ \ / 30 / p \ / PROPOSED 55 2. Lower Level m TA PROPOSED Lower Level Plan 5 "� Plan 1! gi SCALE:1/4" = 1'-0" E 13 S s 0 CEI 9 A11 a ED ,B O. Plotted On: 2/15/20Q2/19/4 19 ASPEN BUILDING DEPARTMENT / NOTES Z O " N E 1.SITE ELEVATION 7970.53'=PROPOSED ARCHITECTURAL MAIN LEVEL T.O.FINISH FLOOR ELEVATION 100'-0". 2.REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCURAL COLUMNS AND BEAMS. 3.REFER TO INT.FINISH FLOOR PLANS FOR FINISH FLOOR MATERIALS. 4.STAIRWAVAND HANDRAIL PER 2015 IRC R311.7.GUARDRAILS PER 2015 IRC R312. , 4 5.ILLUMINATE STAIRS PER R303.7.MINIMUM OF 50%OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1.ALL EXTERIOR LIGHTING TO TOSV LIGHTING STANDARDS. em) 8.ALL MATERIAL INSULATION VALUES FOR NEW CONSTRUCTIONTO MEET 2015 IECC MIN. // STANDARDS FOR CLIMATE ZONE 7.REFER TO TYPICAL ASSEMBLIES. / • / \ \ 7.RADON MITIGATION PER IRC APPENDIX F. 8.FINAL HOSE BIB(H.B.)LOCATIONS TO BE FIELD VERIFIED WITH OWNER. / / 9.INTERIORS"OR TINT."REFERS TO INTERIOR DESIGNER.(TYPICAL) / / --- 10.REFER TO RCPs FOR CARBON MONOXIDE/SMOKE DETECTOR LOCATIONS. \ 11.REFER TO INTERIOR DOCUMENTS FOR ALL FINISH MATERIAL SPECIFICATIONS, / MILLWORK DESIGN.ETC. / 12.MECHANICAL SYSTEM TO BE DESIGN/BUILD.TO INCLUDE HOT WATER,WATER / \ S FILTRATION RADIANT HEAT,FORCED AIR HEAT,AC,HUDIFICATION,AIR EXCHANGE, • / / SNOWMELTAND HOT/COLD PRESSURE WASHER,SYSTEMS TO BE CONTROLED ARCHITECTS m USING WIFI COMPATIBLE DEVISES.VERIFY WITH OWNER. L L C C. \ �'� 0? P.O. BOX 2508 ASPEN CO 81612 / W W W.ZONE4ARCHITECTS.COM / / \ VI 9 \ / / 10'-8 7/8" / Existirfg(VIF) / 3'-l" / 7'-7 7/8" A / 4'(VIF) / 4'(VIF) / 4'(VIF) 4'-11 1/2"(VIF) / \ / 5 l/2"/f.2'-71/2"/),51/2" 7'-23/8" f \ 7 C Ti 5 1 - - -r-7 I\ 14 r _1 I- ' 82 N B4 a B6 \ 61 63 65,p I W3a / L —L I - - - - I 1Q14 — - - - - ----- ------ ----Jl-T----------- O -K._ --- - -,�it�- --- -- ® - 100'-1 9/16"=7970.53'USGS F-U' /I / �FF Main Level) 2, \ W p ENaII open riser stair w/timber stdger(s) 5, \ It_ > / raked glass guard rail wl wood Q handrail cap \ \ ;',-.,-, ,,, Y _ �I �� II 3 1 1 / ensure 3'CLR MIN Finish UPI r \ Cl)vI c Q �I 31IQ / _ �L_ AL♦ c-U " 0. - - - - 172" 3'-2 1/4" /1'-A-15/l6,r `) -r` ---- - _ I - -1 r - -\ -r- W i 1D c 5 \ / -� T II 1 \ • /��� ¢Oa an I WS I ( 0 ) wood handrailo to return to guardrail D1, Ih11 u N _\ \ 'C 1 sided @ p,return to wall @ bottom I I > N•n o FP existing lower level stair framing to \ y Q y ^� - remain,refinish treads and dsers, Q w w �V A A �, d E= RE:INT.for finish / EXIS-ING \ Z' MUD ® S"a / s`cl Ekft / VI I \ C) t, n c AE 106 ("� horizontal guardrail e r g "�' ILI bench w/boot storage belo{v/ I- / �cy�ybbies alpove - VING -- - - \ I o \ - MECH / 5'-11/4"_31/2"rl. --- -_--- , 1oz \ / V 1 "' Q s finish may be repaired/replaced, \ mn - � w but wall to remain\ 4> rn \ TYP for interior walls tI ) I O \ 2r�,r X yrLip - — Ali ak oa ��� ----- CO ensure 3'CLR MIN Finish O I� �J v 2-8 13/i6" CD-c \ ` \ N c — a 1 gelling transition sition(, _—_ j �l ,,a___,� / n \ -� AN APP HB m m 77, W3 ��e 11 a 1�a B8 89 a W3a \ ` D �+ EL,- \ '7 / 1164E \-----\l„oo �-- �,, ..- 4-OPP ,"j I ADS - utility meters,RE:Civil fire featur,RE:Landscape \ \ 0 - / / 1-em m1 r _ built-in grill w/storage,RE: \ - \ i, -f? ,Th _ Landscape x \ L m \ 1PATIO _ provide gas line outdoor electrical outlet x[,-2 102b x LL ' = \ n below window,field verify \ °'? °'? / location with owner `o 0, `o LI d o d o a / REVISIONS DATE I \ t- 3 / SD100% 11.02.18 's_o \ / RDS Approval 12.10.18 <4 \ I / / Permit 02.15.19 1e / 0 C C C C ensure Finish aligns with Finish @/ / '_` / EQ /I E� / / 6'(VIF) / 6'(VIF) / 4,11 1/2"(VIF) //Upper Level / 3 \ 51/2�/ 8'-91M" N ,S 1/2" / €L / 9'-8144" 101/4"/ //3"(VIF) / / / Drawn by: Z4A,'33 * \ / 4'-43/8" / / �y / Date: 2/15/2019 O.si 4‹ \ B Scale: AS NOTED li ig t \ ... p u• \ / sy 3 PROPOSED mPROPOSED Main Level iNi Main Level Plan g O SCALE:1/4" = 1'-0" E s S 0 9 Al I aCEIED G Plotted On: 2/15/20142/19/419 ASPEN BUILDING DEPARTMENT / NOTES Z O " N E 1.SITE ELEVATION 7970.53'=PROPOSED ARCHITECTURAL MAIN LEVEL T.O.FINISH FLOOR ELEVATION 100'-0". 2.REFER TO STRUCTURAL DOCUMENTS FOR ALL STRUCURAL COLUMNS AND BEAMS. 3.REFER TO INT.FINISH FLOOR PLANS FOR FINISH FLOOR MATERIALS. 4.STAIRWAVAND HANDRAIL PER 2015 IRC R311.7.GUARDRAILS PER 2015 IRC R312. )4 I I rj, 5.ILLUMINATE STAIRS PER R303.7.MINIMUM OF 50%OF PERMANENTLY INSTALLED ., 1 FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1.ALL EXTERIOR LIGHTING TO TOSV LIGHTING STANDARDS. 8.ALL MATERIAL INSULATION VALUES FOR NEW CONSTRUCTIONTO MEET 2015 IECC MIN. // STANDARDS FOR CLIMATE ZONE 7.REFER TO TYPICAL ASSEMBLIES. // \ \ 7.RADON MITIGATION PER IRC APPENDIX F. 8.FINAL HOSE BIB(H.B.)LOCATIONS TO BE FIELD VERIFIED WITH OWNER. / / 9.INTERIORS"OR INT."REFERS TO INTERIOR DESIGNER.(TYPICAL) / / —.-- 10.REFER TO RCPs FOR CARBON MONOXIDE/SMOKE DETECTOR LOCATIONS. \ 11.REFER TO INTERIOR DOCUMENTS FOR ALL FINISH MATERIAL SPECIFICATIONS, / 7_ MILLWORK DESIGN.ETC. / 7��n 12.MECHANICAL SYSTEM TO BE DESIGN/BUILD.TO INCLUDE HOT WATER,WATER / \ Y \k' FILTRATION RADIANT HEAT,FORCED AIR HEAT,AC,HUDIFICATION,AIR EXCHANGE, / SNOWMELTAND HOT/COLD PRESSURE WASHER,SYSTEMS TO BE CONTROLEDARCHITECTS USING WIFI COMPATIBLE DEVISES.VERIFY WITH OWNER. L L C. \ P.O. BOX 2508 / / \ o o ASPEN CO 81612 1 ? WWW.ZONE4ARCHITECTS.COM / N In 7 \A m Ac 7 I 9/ Existing(VI c) / 11,39/16" 51/2"\ A< Existing(VIF) / / 5'-11 3/4" \ 3'-1 1/16"I 7 / ° d o , d I -�u —TI `ago. 0 .- I�FAST 11 \ 10 ® , II 20 -> . -.; A , m A)�) \ W 0 /11� III - J L \ , I > 5 lam I� �1 i V a II ��� wallslUNOerior / _ _ ali n�ofd rw/ K Ai \_i I,wA iE Z. 4 \ / Panln - \ N� W d O a 9 z III 1i c i / / 1 II " - w \ �J a 16c� L _ MCI_ SET-- h\, � ir —111 ii 1r - MI 3 111I11 \ o w N i; / �L _1 L= L L� - - 5' a T r �\ ) KITCHEN O a 11 (finish) ` to u' e 205 I I I I 3 2'-1 1/4" ,i 5 1/2" frosted glass II II 0 0$ 3-5 1/4" .1 I L_ _ _ _ _ I I I � � 1 � � \ I II n MBQTH o L., shower control P r OVE a\ 4> of '� n I �J Ate. j D5 III. • 1 \ � = R S Ir\ 4> \ s yLL - _\ �'z \ v Iange vent �^ I g REVISIONS DATE/ �� a0 \ / SD100% 11.02.18 so \ RDS Approval 12.10.18 <4 / / / Permit 02.15.19 o' 30 r \ � / / / 31 \ \ / °o / /\ / Drawn by: Z4A * \ (12) \.... \ \ / '44-(.. Date: 2/15/2019 p" Nw Scale: AS NOTED �. / 1n 15 e \ \ \-- / / o / p su \ / PROPOSED .,i Upper Level m TA PROPOSED Upper Level Plan "� Plan 1! gi SCALE:1/4" = 1,0" E S A114 s� OEIED 2 G Ploned On: 2/15/20in/19/4 019 ASPEN BUILDING DEPARTMENT / ROOF PLAN NOTES Z 0 N III E 1.HEAT TAPE REQUIRED AT ALL GUTTERS,DOWNSPOUTS,VALLEYS,AND CRICKETS. DOWNSPOUT LOCATIONS TO BE V.I.F. 2.ALL GUTTERS,DOWNSPOUTS,SNOW FENCES,ETC.TO MATCH METAL ROOFING. 3.REFER TO FLOOR PLANS AND ROOF PLAN ANNOTATION FOR SQUARE GUTTER LOCATIONS. 4.ARCHITECT,TR G.C.,AND RO NGCIIC IONSSUBCONTRACTOR TOF MEET PRIOR TO ROOF CONSTRUCTION TO FINALIZE SPECIFICATIONS FOR SF PERFORMANCE IN REGARDS TO WATERPROOFING/FINISH ASSEMBLY,SNOW FENCES/GUARDS,HEAT TAPE, GUTTERS+DOWNSPOUTS,WATER FLOW,AND WATER/SNOW MANAGEMENT. / 5.G.C.TO INSTALL ELECTRICAL JUNCTION BOXES AS NECESSARY FOR FUTURE HEAT / / TAPE. / B.G.C.TO INSTALL ANCHOR HOOKS AS NECESSARY FOR ROOF INSTALLATION AND / \ MAINTENANCE. / 7.MINIMIZE VENTING PENETRATIONS BY COMBINING PIPES WHERE POSSIBLE./ ---- ----- _---1 \ • / ARCHITECTS LLC. \ �� P.O. BOX 2508 ASPEN CO 81612 / �y W W W.ZONE4ARCHITECTS.COM / / \ �� / c / / \ I 7 // 1 00. T-, \ / snow guard — P. 0 0... Ink —r- Ai 22 kgutter w/downspoutconcealed gutter(s)w/ / \ down spout(s)and heat tape / I, 1 1 \ 0 c o II d cricket as necessary i _ L c V chimney(mechanical vent I \\ \ w Q co. I \ enclosure) I `V ` a o z O / mU m a fireplace flue /� J \ a Li- (xi mechanical vent(s)per I1/2':12" 21/2":12" Q p " code(design build) _ .metal standing seam metal standing seam \ I N 2, �Ils below / I ,_` + \ U i I \ I r low slope roof to drain on to existing roofcurb \ WO Mk A PP OVE RDS w ©©snow guard \ \ 4 ':1:'D .I� \ 4 s 2 1/2':12" , II -me al anding seam support for porch roof below,RE:_ \ STRUCT. J 1 L. cricket as necessary(underneath / -3" \ porch roof)@standing seam and \ _ / curb transition structure supporting porch roof below,RE:STRUCT. support for porch roof below \ — / ` o shaded),RE:STRUCT. A ..--- (shown REVISIONS DATE z o / SD100% 11.02.18 's_o concealed gutter w/heat tape, / / (//,}��--,�\�\ RDS Approval 12.10.18 <4 open ended @ North end,to / ��( // Permit 02.15.19 ' drain on to low slope roof �/ snow guard e • / -a N / / I . Drawn by: Z4A ,$ / / f, ‹ Date: 2/15/2019 p" * \ e \.... \ B Scale: AS NOTED t \ 3 / p u• \ / sy 3 Ni PROPOSED m. PROPOSED Roof Plan E Roof Plan 1! O = U SCALE:1/4" 1,0" �d S s� Al FtCEI ED 0 M Plotted On: 2/15/20.142/19/419 ASPEN BUILDING DEPARTMENT Z O . N E--------------- c f_________ ---------------------------------------- ----------------------------------------- ----------------------_______25'existing grade set .Iiii El this bank of windows will likely I become wider than existing TBD fireplace +115'-6"1 +115'-s" ARCHITECTS 4 Roof LevelT —.—.—.—.—.—.—.—.—.—.—.— —.— — — T4Roof Level LLC. all windows and doors to be P.O. BOX 2 5 0 8 replaced. ASPEN 00 8 1 6 1 2 proposed location(s)of windows TBD W W W.ZONE4ARCHITECTS.COM ' timber purlins board and Batton siding 1 7" 4 X 4 timbers between windows �_ '� TYP. - POI +104'-51/4"� Pill —.—.—.—. +104'-51/4 3 Upper Level 1 3 Upper Level w stucco finish @ lower level walls W _ o en carport r p p g existing grade +100' 2 Main ev —.—.—.—.—.— —.—.—.—. —.— — —.— �.—.—.—.—.—.— —.�.—.—.—.—.—.— — — —.—. `�2 Main Level ff APPROX.location of electrical I - panel I I _ +95'-91/4"� I I +95'-91/4" 1 Lower Level r' L 1 Lower Level L J A+ > 5 W Q Q EXISTING North Elevation (.1) SCALE:1/4" = 1'0" LA c.-U W > C CU v+p a mU � � iuy c aQ .ao 8 N .- Z' r r -------------25'existing grade offset E (;)_________________ E A P7E n .., ,. „, RDS g 4 Roof Level 4 Roof Level ICI ICI REVISIONS DATE �o as SD100% 11.02.18 'so RDS Approval 12.10.18 Sg p Permit 02.15.19 b' � I L U U J I I I L 1E +104.-51/4" _ +104'-5 1/4" 3 Upper Level — —7 ' 3 Upper Level 11 \ existing grade €b Drawn by: Z4A $ _ 2 Mani Level••• `ii2 Main Level Date: 2/15/2019 i; Scale: AS NOTED a a w9 5 +95'-91/4"� +95'-91/4" io 1 Lower Level 1 Lower Level p' EXISTING North and West ka m EXISTING West Elevation Elevations ?I a O SCALE:114" = 1,_0„ N s 1 A20RECEIVED 2 S Plotted on: 2/15/20in/19/419 ASPEN BUILDING DEPARTMENT _____________ A B T 25'existing grade offset Z 0 N E chimney I +115'-6" 1156" ARCHITECTS 4 Roof LevelT —.— —.—.—.—.— —.—.—.—.— —.—.— —.—.—.— —.— —.—.—.—.— —.—.—.—.— —.—.—.—.— —.—.—.—. `f4 Roof Level L L C. P.O. BOX 2508 ASPEN CO 81612 W W W.ZONE4ARCHITECTS.COM +104'-51/4"� - —.-._ _ _.- -.-.- -.- -.-.- -.- -.- -.-.- - -.-._ _ _ -.-._.-.- -.-.-.-. +104'-51/4�� 3 Upper Level r 3 Upper Level , g existing grade a' +100'0 \ 9+100' 2 Main Level —.—.—.—._.—.—._.—.—.—. _ — — —.— � - -.-._ -.- -. — — ✓✓✓ —.—. 2"a.Le‘W ! APPROX.location of gas meter— I I APPROX.location dryer vent - I I I I - +95'-91/4"� I I +95'-91/4" - 1 Lower Level r J L 1 T1 Lower Level L J A+ `W` : Q Q EXISTING South Elevation NOH SCALE:1/4" = 1'0" iE ---__ ------------25'existing grade offset 2 1 I I Q i - � PP,�_,�O.�V E n - RDS 4 Roof Level 4 Roof Level i ,,,fff{ REVISIONS DATE a' I, SD100% 11.02.18 p" RDS Approval 12.10.18 sg Permit 02.15.19 ', +104.-51/4"1 - +104'-5 1/4" < 3 Upper LevelT —.—.—.—.— —.—.—.—.r.—.— —.—.—.—.—.—.— —.—.—.—.— —.—.—.—.— —.— —.+.— _.—._.—._.—.—._.—. "r3 Upper Level 3d €!r Drawn by: Z4A $ existing grade o. _ 2 Main Level III /// &2 wtn^Levey Date: 2/15/2019 ii I I Scale: AS NOTED1.1 I I2 E I I ag N1 w9 C +95'-91/4"1 I I T+95'-91/4" io y 1 Lower Level r i L 1 Lower Level L J p' su a EXISTING it South and East ma F. EXISTING East Elevation Elevations 1.! a O SCALE:1/4" = 1,-0„ '', o AL O 2 se -.OEIED g2 N Plotted on: 2/15/2a'�2/19/419 ASPEN BUILDING DEPARTMENT o� I° e Z O . N E —_ jI �� grade offset(most I -----'mr 0 restrictive) s , shown where roof rake @ North wl o Facade crosses property of - boundary(to illustrate most al restrictive condition) Ira shown beyond(to illustrate most restrictive condition) El chimney(with metal mesh) I __ housing mechicanl flues ••••• :e,. Y wall enclosing porch roof k:::: :::��:�o_ beyond ARCHITECTS 1111 . metal to match window L L C. frames P.O. BOX 2508 gu11Th pen I _ 1 --�- code .�. , __- p "t:tig,p„ �1 trash enclosure per code J� 104'-613116" control joints@stucco —.—.—. .— �.— —.—� ew1 FF Upper Level w TYP. IBI ............. „ ® — n y BS B3 Bi .............. p " " ' °°�°0 proposed gra condensing unit beyond I Al � S within 30"of propsed I 1 °��°°®>s> o — L. ��----------------------------------------I ------ -- I FF Main Level I I existing grade - I I I I rJL,.—._.—.—.—.—._.—. I —.—._.—.—.—. FF Lower Level L l —1 a I > p Q 3 Q PROPOSED North Elevation NiE ' SCALE:1/4" = 1'0" LA+ c-U W >( C 5 CU v+p a mU ry g � g - iuy aQ Sao N - z- r r 'r 25'grade offset(most SIDING LEGEND �__restrictive) clI) _____ 2 ----- a —� Model:WL-LED210 WAC LIGHTING - _ DOUBLE DOWN-model:ws-w137 �• clear cedar siding ------------------- Step Light Responsible Lighting• LED Exterior Sconce >a F.,,rervw I su� = n�,re j1 P,.�Humber:1 P P OVE v,.,.Catal¢ me f wr..,w•. pained wood -D "III 3. „ flue per code - E U Location: metal standing seam tool RDS ye. �....."...,�.,w,. ..Pa,m., e.,.3,m,.,,.,.... ....... "...M.m support for porch roof .,.3a RE:STRUCT. ,.,..",,. ",.,nM`. .,0.rvn,00..m snow guard rtn.a ,o ",.ro.E.,.ef..,.. �„td,a",".MOM �,. "�, ti.�� ,��•�,"�b.�� yyy i0oxnwr0w •n., 3.000.e�„"."�" �n snow guard p flashing at roof intersection 000. ..a..—„,„,�....,, 1 1 1 1 TYP,to match roof color REVISIONS DATE l ✓ �� „,m SD100% 11.02.18 0 ....".... w , ""`"7"" = I r I 1 1 I RDS Approval 12.10.18 5g "- 3. .....,,.r.. ,men wr "''..''...`r. 1 1 1 1 Permit 02.15.19 b; rs..tn,e Htim.e wu. wPo .mavm ,nx '".IpphM.AAAAAA amwmwnew.y r — ;S Crnee "wA - ' utility meters ' de FF Upper Leve trash enclosure 31 1 O1 • 0 ,..raw=. ,0<« exterior light(s)per code �n to existing grade @ facade(s) Drawn by: Z4A ,& F. (.,.52:.3583 w°.v..n10.,.,,030 ,,.. ,15.G.D n 0..."9760 faX m01336.:383 Po...,."..,,,.,030 L11.4.1,15G1430122 a„,,,...,r.o _ — — — — — — —-— — — — — — —-— — — — — - -- — — — — — — __— — __— __— _ __— _ 100'-1 9/16" D 2 1 2 1 �... w , m .moo �� ,.. ry . m. o �� I I I �FF Main Level ate' /5/0 9 .. .,,.,,., .,� ,., a.,, a ...m ,er.. .,,",,,,.W, ,. �.rr0,0„ ..r .,,.,,., ,e,�w,., we., ,a ...m ,a .,,",OZW„ .,.,.,. „.w„0„ I I I I EWi beyond Scale: AS NOTED iE .a ,r EW2 EW1 I I I proposed grade o= LFCD I _ I 4—U-1103/4" w� I-u I I I FF Lower Leve =o L 1 I J curb @ access door 3 PROPOSED North and West i. m PROPOSED West Elevation Elevations Lt a O SCALE:1/4.. = 1._0" s5 N 0 9 A2O cEI ED N Plotted On: v1s/zoQ2/19/ '�19 ASPEN BUILDING DEPARTMENT -- ---_ Z 0 . N E ''' 2 — A`--_ 8 C Io 25'grade offset(most restrictive) Im oW / I I IIW shown beyond where roof rake o @North Facade crosses shown beyond(to illustrate m la. property boundary(to illustrate most restrictive condition most restrictive condition) I closed in between O porch roof and TO rbof @ I chimney flue per code home I j I ARCHITECTS metal to match window II _ L L C. frames r P.O. BOX 2 5 0 8 support for porch roof I gutter w/heat tape ASPEN CO 8 1 6 1 2 beyond,RE:STRUCT. WWW.ZONE4ARCHITECTS.COM metal to match window frames meal_ofee twlingnw o3_ _ _ _ _ _ _ _ _ _ 114B CS O C o^ range vent —.—.—.—.—._.—.—.— — — 1 —.- - - - - - _ +14.Pp/er Level) C a B8 p condensing unit within 30"of g proposed grade 1� O A3 0 4 T - _ — _ _ _ _ _ — _._ _ _ — �(FF Main LeveD II I I I I I I �\ improved drainage away from I I I I I building TYP I I II I I r U L, I (FF Lower Level) IL I 1 J I a I > p Q Q PROPOSED South Elevation NiE SCALE:1/4" = 1'0" LA+ c.-U W > C •W Qro.Y $ CU v+0a mU � ! iuy aQ .ao ,_ N — z- SIDING LEGEND _ 25'grade offset(most 0 2 ci estrictive) clear cedar siding 4 sNo l: LO APP OVEn painted wood .�J Q �,j metal standing seam roof RDS i —I j - REVISIONS DATE ' I I I I I I SD100% 11.02.18 s Io RDS Approval 12.10.18 5g I Permit 02.15.19 ', I 3" 4 FF Upper Level 3a 1 condensing unit within 30" of proposed grade ,& ::::nbY : Z4A $ I existing grade ____ FF Main Level 2/15/2019E I I_' improved drainage away Scale: AS NOTED 11 I I from building TYP. LO a" 195'-10 3/4" LT,9 r J - - - - - - - - - L, FF Lower Level =o L _Ip PROPOSED South and East i, Fg m PROPOSED East Elevation Elevations 111. a Ogi, SCALE:1/4" = 1,-0„ j A204 s= .OEIED N Plotted On: 2/ts/2c 2/19/419 ASPEN BUILDING DEPARTMENT 3D NOTE: Z 0 . N E 1.3D PERSPECTIVE IMAGES FOR GENERAL MASSING ONLY.REFERE TO PLANS, ELEVATIONSAND SECTIONS FOR LOCATIONSAND INTERSECTIONS OF SYSTEMS AND MATERIALS Aiii I ARCHITECTS L L C. P.O. BOX 2508 E ASPN CO 81612 lift- W NE4ARCHITECTS.COM P _ `-.,--...s 1 _ El Iiiii 'i" ,1 1" -- 111111"- �1 �� �— II iii ■ g tT1 ' • p r . - Ali♦ .e 'r, --- -- - - > A+ V 5 CI SOUTH Perspective CI WEST Perspective ca g 8 s y7a 9 aQ g N .- Z' r r 1 i i A PP OVE D _ RDS IIiimg =di I I to 111 241111116,...� Ill IlImmil �: /I • ill II I I _' REVISIONS DATE _____ SD100% 11.02.18 so RDS Approval 12.10.18 sg �`��z _ Permit 02.15.19 b 3C _m -.41 Erl E F 11 a — �; ---� L — — _ Drawn by: Z4A $ j:1117__ _ - I mK. , __— - — _ — -__ _ — ... Scale: AS NOTED RI i 8 Perspective i_ m EAST Perspective Q NORTH Perspective Images P R s 9 Q 1 A90, rEl ED N Plotted On: 2/15,2S 2/19/419 ASPEN BUILDING DEPARTMENT / 2'-10" / -e 7/ -e 6"-e63/8"-e 6"f 73/4"f 4"x4"WOOD POST 1�2" 1�2° EDIMEnEMEIUMMEISTAINLESS STEEL WOOD SCREWS ,/' I 1/ 3/L802HPC RNT INTERIOR STONE TBD PLAN �SSEI-TRGh,RE 2�8 23�4" RI \ \ ° • BY LANDSCAPE ARCHITECT INTERMATIC TIC WP3110MXD"SLIM" � c i I _. 3 \ - ^�n�� -•^- WEATHERPROOF OUTLET COVER; ,I' ,I ,I' ONE GANG COOPER c v - CONCRETE TO MATCH SITE - — .. CROUSE-HINDS OUTLET WALLS RE L002 ELECTRICAL BOX AND C ° - CONDUIT . y L ° 9v ,. CONCRETE PATIO RE L800 F Or Zr, v x W l7 7 .`L ° " GAS LINE RE MEP X_ .. .. .. .. .. .. .. .. .. .. .. .. IGRADE d STEEL STAKE a, II1=1I =1I1=1I1=1II vi ELECTRICAL ° CONDUIT;RE MEP v III-II � I-III-III-III a I 1 11 I I I III-I 11=1 I I I I-III-III- I I I III I I I I IIII I I IIII I I IIII III T I _ —III III—III—III— a Ti 1 m m n I 1 1 =1�-ILf 1�III 1 1 1 1 III 1 1 1 1 III 1 1 1 1 III —III- SECTION m SECTION '" '` 2 � = -III 111=1 11=1 11= 1 1 1-11 1-1 11-1 11-1 11 0 III: -III H1 111 111 _ .'I I = II II = 11 11,=,111I1111I :•III11 / 5'-0" 1 1 1-1- 1 11 1I 1 I 1—H 1 11—I I I I NOTES:. MEETS/EXCEEDS ALL CURRENT NEC REQUIREMENTS FOR u .". -III NOTE:PAINT RESIDENCE SIDE OF FENCE EXTRA-DUTY APPLICATION AND WET LOCATIONS. c 3 3 3 - - ONLY;COLOR TO BE LIGHT TAN TO 2. INSTALL PER MANUFACTURERS INSTRUCTIONS.f 7�q" 6" L'A 2•_8�8 6" 7�" SECTION MATCH EXISTING FENCE;SAMPLE TO BEAPPROVED BY LANDSCAPE ARCHITECT.AIRFLOW VENT 4YELECTRICAL OUTLETII: s3��i��AIL�/I cw \B�y SCALE: 1/2"= 1'-0" \$�% SCALE: 1-1/2"= 1'-0" n n 3 ° ° �°. 3 ,-,,1 v ° o ° ;I,' v ELEVATION COLUMN RE ARCH tii a 48"HEARTH PRODUCTS y- n CONTROLS CO TROUGH W/ ELECTRONIC IGNITION WIRED 1" N ° TO RESIDENCE;HPC PART# EQ. / 1'-9" / 1'-9" EQ.�� c ` _ ° ° 48SSEI-TRGH,RE 3/L802' m ` q" ° - 14' INTERIOR STONE TBD BY d °EQ. ° 'EQ. LANDSCAPE ARCHITECT o WOLF 0G42 GRILL RE 1/L802 ° ° b 0 0 0 ® 0 •. U v ° CONCRETE GRILL BASE TO MATCH SITE " _ ° C -a ' ° _ _ _ ° -• ° v WALLS RE L002 • STEEL CABINETS WITH MAGNETIC LATCH . - • PLAN n BY CONTRACTOR M . 2 CONCRETE TO MATCH SITE " _ i0 WALLS RE L002 N a pCU' Z MIN 1/4"GAP AROUND ° A P' r�OV- o APPLIANCE ° • " /Y,�/'j-�''^J`_�OJ /61 FIRE FEATURE /2 ELEVATION OF GRILL WITH CABINETS RDS \L__80% SCALE: 1"= 1'-0" 800 SCALE: 3/4"= 1'-0" U) N "a. . 4" 4" °.a.. . �" y / ° LED LIGHT SOURCE;COMPLIANT . + l WITH CITY OF ASPEN LIGHTING CODE;RE 5/L802 - • + • 9"X9.5"X22.5"STEEL MAILBOX TBD BY details /-1'-0" UNDYED CONCRETE RE CIVIL; r ° LANDSCAPE ARCHITECT,SURFACE date I issue FINISH RE L002 r MOUNTED TO CONCRETE WALL ii I CLEAR TEMPERED GLASS 02/15/2019 permit set S� 1/4"THICK INSET BLACKENED "F, MY • °° METAL ADDRESS PANEL WITH ,„ , a , . to j/i��=-=- RIGID INSULATION BOARD •w' r CUTOUT ADDRESS NUMBERS - t° •° ` Y - 1/4"THICK INSET BLACKENED METAL °�►. / ��� UNDISTURBED SUBGRADE OR MINIMUMIRE PROTECTION DISTRICT ° _• 4• ," " ADDRESS PANEL WITH CUTOUT ADDRESS . � NUMBERS;FONT TBD BY LANDSCAPE �I���1� — ` "° ARCHITECT;MINIMUM HEIGHT 4"PER °0I�44. 95°/"COMPACTED FILL ° - ` ° ° c ASPEN FIRE PROTECTION DISTRICT �-���.�i�i�i�.�i��/��_ III—III—III 1 . ,... > g .•m•!.•m•.•m•.•m•,.• III III-III- ;..� ° ` " SITE WALL CONCRETE RE L002 III III I I I—I I I- 1/4"ANCHOR BOLT III—III III III III III—I I 1 = 1 1 �� .. `. ° " °• ° i PLANTING;RE L400 I-III-1 -1 a=1 ",I ru�.r~r 01/012008 ...•rt.V OM W Litensure 1-7 \ STEPS - CONCRETE /5\ SECTION THROUGH ADDRESS MARKER /-1\ ELEVATION OF ADDRESS MARKER/MAILBOX n l�-'-,-•�,r\� L8 0 0 \$°� SCALE: 3/4" = 1'-0" �800 SCALE: 3" = 1'-0" �800/ SCALE: 3/4"= 1'-0" CF" Q- ,4 .,. it � .1 I , all. O mpyrlght tllLe'green C) 0/X51/44,19 02/19/2019 ASPEN BUILDING DEPARTMENT