Loading...
HomeMy WebLinkAboutFile Documents.234 W Francis St.0118-2020-BRES (82) I 7 I 6 I 6 I , I 3 I : I 1 I gIVA 1GILLESPIE.3T \ _ ric\ 10 D 5 GRAPHIC SCALE20 4a TMEOAaa,,,, r7t7Tox�nox�IE..00xF�cTE °"' f___Jr '-1-' '� rjIMI oo w• I r ISSUANCE ,IRE x I 7LW NGRTN ST'- z 1.,.A, (IN FEET) 2 / ill /�MO -J� 9 1 inch=30 ft RECT G_R Locu�cx DESIGN 7 sTPO BOX \ \ Ir H'FR/4 02 IS _( UGGL "_ 4ASPEN.CO 81812 • 970..30o0695 HD E \ \ MST J(' Sr _ ii-9 sT/ -t E wusc mw,Ecr N o FNCIg 1 1 2/W 1/ 1ASPEN,GO 81611 T� St �BLEJI N J/"/� HAL[Iq,U ST J (l LEGEND CONTACTTSHERI SANSONEZ J� 6nOacPRESERVAWN o /Np ST I I - �° �yHsT l� �� _J��J EXISTING BENDDNA300 S. wDAMING r SUITE ZB3 uE uE uE uE uE y,�=_ ii l�~`((�W'H41N s>l�@LEEK QD STORM MANHOLE ©GAS METER f•UTIECTION BENDON ADAMS a,0 S EN.CO 81811 LIE y� A ODRY WELL 13 TELEPHONE PEDESTAL Nic TEN 9 CONTACT:SARA ems_ _ - UE UE =A UE\ VICINITY MAP „IGHCOUNTRYENGINEERING G5- 55 SS �_ N55 \ ALLEY-BLOCK 48 O LIGHT POLE r�� OLE W00 AVENUE,SUITE508101 SS ss ss ss ss 1" = 1000' SANITARY CLEAN-OUT G M.D q ss ss ss ss GLENWOOD SPRINGS,CO 61801 G `g-c G 4 6- a m o , m A D 20'R-0-W OO SANITARY MANHOLE gyp.,UTILITY POLE ,wcwwy,EOExowEc, -�- 66. c c c \\ FIRE HYDRANT ci DOOR *DPOROPO:ED DRY WELL NO.5 REBAR TIC CA - m P m INLET _ TEL:970.925.2855 CONTACT:ROGER NEAL ORANGE PLASTIC CAP - 502 CRESTED 5ESOURCE BimeAc�oSUITE z NGINEERING GROUP 'az t LS 33638 \ 85.91 \ 6 s4 •� A Go�`a / SIGN INLET_"&COLLAR -! ,` • K ..ff�� Da WATER VALVE 'xtY ® DOWNSPOUT • Imo_ �4.85.86 _d 74'35'S5"E 90_18' - _ ' 6 D 0 0 0 0 0 D D © ® ® ROOF DRAIN n 6009 G 85 CONTACT:AUGUST HASLDODSON HARPER LIGIIII.DESIGNER 185.80-F77 If-8 - �A_ -_4 i },° _ ALLR MANHOLE ®DOWNSPOUT WELL ® SCUPPER SHCONTAINER oesB6vAro aB INTERNATIONAL "" -� x 85 - NAIL W/1"CAP 0 W ®ROOF DRAIN izo wALKEa STREET TE LLEGIBLE 885 (. 85.94 ` 1 f. •."��� CDs BOUNDARY - - "xco• Hers3NACEaAc13_ _ NEW �7-_ .„1, RIGHT-OF-WAY \ O♦ � _ ���' ADJOINER NEBU,O zsz7 �I GARAGE FF:7885.94 EASEMENT BROOKLYN,NEW RN11332 /1 SETBACK ,/I" /O I 1 " 85.9 \ STRUCTURE VXXXXXXXXXI IXXXXXXXXXXI . CONTACT:MA,EMMI D N �� i1 •�E�lE1r. ASPHALT I I o •"ve.aPe coNsul.xr GRAVEL 1 PLIED ENCLOSURE SUITE F308 LLC 0 III 85.94 r - 11 / G i8Y-..Y-.•,Y-.•,-8,•,-8,•,-8,•,-8,•�Y-1. DG 80127 P'OPI SED `1`IC•�&„., >, boNTA r°6 a1757 WEST KENC,v aSOHAVE G 0I t CONCRETE ,.. . (V SINE LE-'AMILY I I 86.16 ,:. FINN AI NW, 10.0' RETAINING WALL 1,' ,I uwsnc cwasuLrurr cV ‘5. '.'1, ,EC:86.69 86.10(HP�1 SIIE SETBACIf MEMOS ACOUSTICS = 1) l --SID:NCE I A CESSORY/ RIPRAP Ip<<gf;rs>�}_Ai�F Ebrtyfl oz f/• Ng I a� :UILDING.. NEW YORK.NY L. I r�l�l- EC: MAIN FF: 886.86 Ilil 86.36 GUARDRAIL 86.00 14 • nc65avnrv6 oRwrB loLorzsecNBal 1 re 85.19CO FENCE CHAINUNKo00oGooG R/I , BASEMENT 'F:7871.86 I \6.16 13' FENCE WOOD POSTGGG0000 ■ 91,°NSULTANT COLOaADGPDGLDESGN6LLI ��� F 51 WIRE FENCE X X- 1130DW 43RD DR,SUTEu,o �;-I L II111R1lI,_[I 6 12■ `_ I / ROAD CURB ANCENTERLINEGUTTER coNracisnraonaceueEN,COLORADO 3•�"w�•., ,II-I,I gilli -�� Y5.21 , �� � "STORM OVERFLOVPFLOWLNE -~ NIV 11 SWALL PAVEMENT STRIPING of / I II. _85- if i �I.. SIGHT DISTANCE \ a1y SA T.O.CURB 6" TREE �\\`\, SA T O.CURB @ 6"._,-/..i__ _ r -'-R - i=< ABOVE 85.46 @ WATER MAIN w W o ABOVE 86 74 I� i ` O. 86s6 :�IH� Iork' 12 Ili6 ,2\ I WATER SERVICE WS�� y ,3* c.cx8s 4 A;''12.2: 85.19 �' �� ! ��J�1 WATERSTRUCTUREO• --IW,I 1i�7� / 8�.74/ 2 CEPR 3 ` SEWER MAIN55 $Y FC:86 0 - �I IEWER SERVICESS SS -SS SS- 111I EC:86.74 A Gril :B 64 S wm® 85.46 1� \ SEWER STRUCTURE N �=^' SA:T.O.CONC.ALIGNE'!I •■yw f, �� j•u�j OVERHEAD ELECTRIC of PROHE TO FINISH FLOOR il 17 7gg6 "'1 ELECTRIC E iI�' C�lv7 `f I I I N CAN DN C -�!I� 85.57 PROPOSED TELEPHONE >• T 338<LF SEDIMENT 1,Il11 F INFAVA :iil��M GASc G .G.c%%wx luaE NTROL FENCEI►o.o' I ., rAin nii3A CABIN 41 PER , ,k�: es2 �7 ess7 M;IN FF:7885.69 LEGEND 0000 USFI ETBACK SI11� •el 6 �� 874, es. SA:TO.CURB @6" pllgnyp\ 11I0_ a I < ,��rrr®®Ira■� .■� s7.f I�� f 8519OO �1VATILIMITS OF DISTURBANCE y1� .raNh GF.,w.v�.�----�.,.'m®� I�. -_/ �� ABOVE 85.57 HCE y0 S/ ENG �" ��®��1,, �/Y7 °1 SEDIMENT CONTROL FENCE SCF \ 111106.111101 � __1 ��1 1, 1 _ Alt , I DRAINAGE FLOW DIRECTION Z- -ZZ - \ I• 1� -%:A SEDIMENT CONTROL LOG ® - i+^� 1� �• '<�,A' me , INLET PROTECTION IP 234 W.FRANCIS ST. I �� Wi}' .IIIIII► ASPEN,CO 81611 RESIDENCE ♦ -1� -;.."< I VEHICLE TRACKING CONTROL VFC II O •YWELL-1 NO.4 REBAR W/1" ppU �/ , R 32.4-C- I RED PLASTIC CAP PVT Nj, 41 , - sa scf- ` -- -C scE"F- _ SOP LS 24303 - �,...., .' i , ECn� -N7013.43"W 580.14' r I I " .. ' H / BAR W/1" 9 A G1�� STIC CAPS \ '1 1. SURVEY INFORMATION COMPLETED BY HIGH COUNTRY ENGINEERING,INC.REFER TO IMPROVEMENT SURVEY PLAT DATED 10/9/19 FOR EXISTING tiC zY/I/' CE . LS 4 03 �mi- - _ CITY OF ASPEN CONDITIONS INFORMATION. 77VEERY V '!Yl '-X o \ GPS-8 2. BASIS OF BEARINGS IS A BEARING OF N15-30'33"E ALONG THE WESTERLY PROPERTY LINE BETWEEN"A"THE SOUTHWEST CORNER A FOUND B (_ 01 R• B HIGH COUNTRY ENGINEERING,INC. 1 / L?.• 'I� 2 REBAR AND RED PLASTIC CAP LS 24303 AND"B"THE NORTHWEST CORNER A FOUND REBAR AND ORANGE PLASTIC CAP LS 33638. ""oN wwve wceNG.com zQiB 1 r^-_ ��a 3. BENCHMARK IS BASED ON BENCHMARK STATIONS 159 HAVING AN ELEVATION OF 7720.88. m- A^1, _ m / ••• �`" 4. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY LAND DISTURBING ACTIVITIES. MODIFICATIONS TO SEDIMENT CONTROL DESIGN MAY BE I zMla Fo.axn.xollw Moo O\ £ CONDUCTED TO MEET UNFORSEEN FIELD CONDITIONS IF MODIFICATIONS CONFORM TO AND ARE APPROVED BY THE CITY OF ASPEN. \ 4 - 5. INSPECTIONS AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE ROUTINE(ONCE PER WEEK MINIMUM)TO ENSURE PROPER ,'''c N' FUNCTION OF EROSION CONTROLS AT ALL TIMES. EROSION CONTROL MEASURES ARE TO BE IN WORKING ORDER AT THE END OF EACH WORK \® •D�D __ ". D�� Illi , I (d IN6o=8A)LW/GEOTEXTILE ��• DAY. D 4 FABRIC AT TERMINAL OF 6. INSPECT EROSION CONTROL MEASURES AFTER EACH 1/2-INCH OR GREATER RAINFALL REPAIR ANY DAMAGE OBSERVED DURING INSPECTION. \ _ EXISTING CURB AND GUTTER D D�D�o�D .0 8. ALL ORGANC7. ALL RES,MATTERNCRETE,TREES,BRUSH AND RUBBISH SHALL BE REMOVED FROM FILL AREAS.HALL BE REMOVED AND ACCEPTABLY DISPOSED OF. \ N ro •'MIL�D�D. 9. ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 10. ALL SLOPES 4:1 OR GREATER SHALL BE STABILIZED WITH CLASS I,TYPE A EROSION MATTING. DRAINAGE SWALES SHALL BE STABIUZED WITH WEST FRANCIS STI J v w CLASS II,TYPE C EROSION MATTING WITHIN SEVEN DAYS OF REACHING FINAL GRADE AND/OR AS SOON AS CONDITIONS ALLOW. 74.72'R-O-W / w w- CITY OF ASPEN 11. EROSION CONTROL BALES OR SILT FENCE SHALL BE PLACED AT THE TOE AND DRAINAGE OUTFALL POINTS OF ALL SLOPES 4:1 OR STEEPER w GPS-6 TO PREVENT SILTATION ON STREETS. REFER TO STORMWATER MANAGEMENT PLAN FOR DETAIL AND LOCATION OF EROSION CONTROL MEASURES. I 12. CONTRACTOR SHALL COMPLY WITH ALL LOCAL,COUNTY AND STATE REGULATIONS PERTAINING TO GRADING,DUST AND EROSION. 13. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR rillehrg# DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE PROPOSED SHORTEST PRACTICAL PERIOD OF 11ME. GRADING&EROSION CONTROL PLAN 14. ALL DISTURBED AREAS SHALL RE-SEEDED,MULCHED OR SODDED AS PER CITY OF ASPEN CRITERIA. 4/12/23 15. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL A COS)�GE 'LI iE SSTOCKPILES TOCKPILES.SHALL BE LOCATED AND PROTECTED FORM EROSIVE ELEMENTS,INCLUDING EROSION CONTROL AROUND THE PERIMETER OF SAID FORHPC-AS 16. AT ALL TIMES,THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND-CAUSED EROSION. EARTHWORK OPERATIONS RFMVED rilliare-6, SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS,THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTIES. 03/29/2023 12/2023_) 17. ALL EXISTING UTILITY LINE LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. .AOExo ASPEN 18. ALL GRADING SHALL BE IN ACCORDANCE WITH HNICAL ENGINEERS RECOMMENDATIONS. IF THERE IS A DISCREPANCY BETWEEN THE BUILDING DEPARTMENT FORC.00tC(1NIJANCE PROPOSED GRADING PLAN AND GEOTECHNICAL ENGINEER RECOMMENDATIONS,THE GEOTECHNICAL RECOMMENDATIONS SHALL SUPERCEDE. lus tlllh PROJECT NO. MGG r 2191025.00 -I 7 I 6 I 6 I 4 I 3 I 2 I 1 I I 3 I I s I I I 2 51.51= UPDATED BY REG EFFEF" °.�.".P"PF F.i?,.` ..LI zEzr 1/2"die bolts @ 48"OC.7"min embed.12"max from wall ends and on 3/2 3/2 3 2023-03-08 RFI 112 New 2x6 wall framing corners. wc..aoxrrER 5,/2" Existing wall framing and bottom Poeox DESIGN (1)#3 horiz X X plate to remain.Remove additional ACPEN,00081812 wall bottom plates as required. TEL a 3090696 CONTACT'.OEREK SKALKO 5"concrete slab w/1.5VL20 composite decking and 6x6- �4 Concrete curb D•5 D '""°""n""`"""D E W2.1xW2.1 WWF centered in slab, .k ,Z E eweGREErveID 00 S.SPRING ST.SUITE 202 see plan for decking orientation �"� Dayton Superior Pro-Poxy200 Epoxy ASPEN,co slsn '..` TEL:940945.8675 New finish floor buildupper Arch ' bonding concrete betweente curb.Applyi epoxy and CONTACT:SHERI SANzoNE i and new concrete Apply epoxy and TO Finish:100'-0" 5E5005 Dcxcv concrete per Dayton Superior technical data sheets. � 300:SPRING5T.SUITE 202 TO Slab:99'-8 7/8" - ASPEN,CO 81611 4., Finish Grade TEL:e7o.azs.zass • a 7<; ., 1 ® CONTACT:SARA ADAMS • ______ __ _ HIGH COUNTRY ENGINEERING 1517 BLAKE AVENUE,SUITE 101 ___ II-III-III-III-� I HIGHCONOD RYENGSEERING61 •- s TEL 970.925h2855 6' a� III __ _ _ _ _ _ _ _ (1)9-1/2"LVL Ledger Level L FIN FLOOR =aD" CONTACT:MEP OGERR NEAL ENGINEER 3/4"dia.x 4"Titen HD @ I 2ND FL FIN FL — m 3'oc(3-3/4"min.embed) 4 —.RESOURCE ENGINEERING SURE GROUP L4x4x1/4 • Waterproofing per Arch. , CRESTEDBUTTAVE,8122E 261 CRESTED BUTTE,co e1224 ��msmiAmfimiAmraelAw CONTACT:A ACTUGUST HASZMODSON HARPER BO Notch:98'd 3/8" r Remesh-attach to face of concrete r1_ Itttr- °��ons wthTad withas eu ,,, �� � ,.,,,, i W s EOBs o NATorvxv mNEW O O 10013L:212255.0463 Fill void with non-shrink grout a CONTACT:c L NA GERACI Existing foundation wall to remain ..oz�o22.I+. ,, , ..Rafters and .... 8627 sn000L N,a/nw I Metal finish applied to face of hangers(see plan aROOKLY39N8 NEW YORK 11222 concrete.See Arch plans. for size&spacing) CONTACT:MATT EMMI (2)TS @ 24"OC max xrE°o NCLosunn CONSULTINGuc into typical wall framing PE ° ]A WEST KEN CARYL AVENUE,SUITE F308 Ln7LETON,COLORADO 80127 EL:303.763.1863 CONTACT:EVERETT VERSCHAVE 1 RFI 112 - Concrete Curb at Historic Foundation Wall 0513 NEEM°OS ACOUSTICS O 1 1/2" = 1'-0° 12m B8.850.5 SUITE 20 w YORK,NY 10014 TEL 8988502235 CONTACT:RYAN GRAVE 63LOTZBECKER) PT Sill w/sill sealer l LLC iao w�AD DR.,SUITE MO GOLDEN,COLORADO 20403 (1) Drill and epoxy 1/2"dia allthread III ONTACT:ANov ucELts A.e1 7z46 @ 48"OC,4"min embed COT: through wall bottom plates I — Finish Grade Concrete curb \�` Concrete slab and decking,see plan. TO Curb:99'-2 1/2 \ .....► Reinforce with WWF centered In / slab see plan for decking orientation m \ \ TO Slab:98'-6 7/8' �1 _ OLedger at Door Jamb N 3/4" = 1'-0" Steel decking,see plan �.,..�� and general notes p0 LI xA`7 Bcen eend rofscurb �, . rb...s 1t1 into :*',OODSO4%'.'9 fff ?see Plan..• 3/8"e x4"Titen HD@24" j S¢� �Yp; /j / x oc,typ for decking to Ind wall y, v : � ° 9 11 F'' ... .•G&.:'. 'W98/ONAL 52m N_ 3.23.23 •— - (3)1/4"dia TS (3)1/4"dia TS (2)TS into each stud at — lypic• , al wall framing 234 W Francis ming I I w\ I I I . I \ R E G • QRFI 112 - Cabin Foundation Wall with Curb 1r f 1f � oeR�. 1 = 1 -0 �% \ reginc,com•970.349.1216 B \ a MechaCCal•Consulting5aEturai'Energy O / (3)2x6 column -(3)2x6 column 1 1 2 j / efficiency I sustainabirty I simplicity AI i 5 1/2"LVL•,16" I O \ /� 3-1/2"LVL@@ 6" in \ / D H.2. . 1/' ® — — D W 8X13[f os-us 1 4' HSS3X3X1/4® — O n IJ fl n n n L1 L' LI L' if O — -cs.atl..n fl fl fl fl fl fl n fl 12 ® W8X13d— / 9 1/2"LVL @ 16" fl 5301 (D.5 LJ L(2)7 1/4"LVL LJ LJ U LJ / — D"5 /r3 n m /r1 (2)71/4"LVL _ (2)2x4 3)2x6J 3)2x6 2 GYP / 7,/4"LVL @,6" Ledger at Door Jamb Elevation View u 559, O 3/4" = 1-Orr 1�,V91'IVL�� Structural Details A 1EI1 1,2 2 La0V4 1 1/1 11 21J/22 t35 A FORCOOtalliklANCE HPC-AS ()Second Floor Framing Plan1 l� RE 03/29/20 D 23 1/4" 1 0 04/12/2023 565NO ASPEN FORCOOtC(4 UpNCE BUILDING DEPARTMENT justinh —As indicated Hannah Maloy 2968 3 I 4 I 3 I 2 I 1 I I 7 I 6 I 5 I 4 I 3 I 2 I 1 I T 1__ 2 3 O 5 W8X48 � .a . .b.oF E F . 2020-09-04 Permit Set wraL..ox.rR -.4111"11111�� PO Box DESIGN 323 _ -��'1 ASPEN,CO TEL e70 30961695 612 ADERE y - sGACT...'SKALHO E - I ° E BLUEGREEN BLD TO.Slab 300 5.SPR NO ST SUITE 202 ASPEN CO 31611 S96'-B 1/2' -411.11111111111P'i TEL91e9fe8875 f0� \ CONTACT wE"rpHERoIuaANZONE O A�yLL oD� n O 3 a 3'-9" 300 S SPRING ST.SUITE 202 �'d o 3 HSS3-1/2X3-1/2X1/4 >=m S303 11 TEL WO 32528655 n 8X35t98'_21 O u W8X35f9a'_2"] _-= ' CONTACT:SARA ADAMS _ 13 „Lrm� 4rr. >:'m syv.:.'.■.:..a.:�.,;�.;dry:.s::::::::::::::::::::::'.::::::::::::::: HIGH COUNTRY ENGINEERING m E 3V 10 / 11517 BIAKE AVENUE,,SURE 101 ' V(V N K <., SVO 82D SPRINGS,c081601 H$$4xax1/4 TEL WOOD2855 D 'r 'f�- 1/8"/12"- 5201 " Provide our stop CONTACT:ROGER NEAL VIP m 1/8/12 m - °f angle at op of wall S201 O 1/8, 1/8"/12" �� /12 ®Typ TO SI b� I n RESOURCE EENGINEERING GROUP 98 71/2/� ® 98 71/2 HUC28-2 TYP I CRESTED BUTTAVE,O Bins 201 B • W8X35[98 2'J TO SI b 1 W8X35[98 21 I� III CCONTAB CTT.AUGUST HASZ:00DSON HARPER .. 1302 W10x19 IGNES o •1 HSS4x4x1/4 a a ¢a _ STREETProvideknockout in/� O m' .63Pemeter P98'-93/8" b „• Mechanical plans 1 r•I" aaU / \ " `�r ` _ - • BROOKLYN,NEW YORK 11222 E\X\ 81 EBUTTON �HSS4-1/2X4-1/2X1/4 ;,■" 9'-01/8" 8,61/4. ••-63re" TEL an a9B oozy D f ® 1 1 0 a' HSS3-1/2X3-1/2X114 Bath D co�NoECT:MA µrEMMi ,a q between beam APPu O ENCLOSURE CONSULTING uc �:• �• �� 11757 W EST KEN CARYL AVENUE,SURE 5308 W16X26[99 37/8] ,A W16X26[99 37/81 2d ! LRTLETON COLORADO 80127 F' 8.; TEL 3037691863 ii. .m_v_m..m m_®_. ■ m ®_m..m_® .v CONTACT EVERETT VERSCHAVE ©1,E< TE: EREMOS ACOUSTICS L d :�: - NEW V005,9V 10014 2oz ® 01 T.O.Slab e6 �� M� X • 1 : •{I i X ® TEL p885RVAN. 99'-87/8" 3 a ®3 3� rI CONTACT GRAVE IGLOT8BECKERI 5"Concrete Slab w/1.5VL19 Box out around chase S303 m 6x6 W21 xW21 WWF SP"U„SULTµT ,7.O.Slab VUlcraft Deck ng with L4x4x1/41 '/ COLORADO POOL DESGNSuc © •n Provide hole in 11301 W 43RD DR,SUITE 610 98'-11 7/8" $° concrete wall for Bedroom 3 :• : - GOLDEN,colow.00 e0403 a 1 r E; - < TEL 720 693 8146 Box out around chase : 1" mechanical duct I I I © -.........- with L4x4x,/4 HH55X5.44 " •• 0 HSS4X4X1/4 HH44X4.1/4 " Pam. .ANDY tacELtE CONTACT — HSS3-1/2X3-1/2X1/- x rl�. �Q Q 10 ® I A. © �� ® ��i S303 S201 f .,I^AW8X10f9 37/88]w�A1'^a��ap�®f�37/81 .b::�.2.b: II ®_W16X26197 97/e rl It W16X26[97 97/81 l W16X26[97 978"I --, ® -- -�� - - - - - C Steel Beams to Columns ISO ��� I O I ® ®. Sim©HSS3X3x1/4 S33 o3 1/z ® ■ .. 3P m \ \ Ak ,;I m -®, tension column p-1 p �1e See detail NW gi ",_, Nei 3 , T.O Slab Ilr 9T.O2.Slab 5002 r N 10 a> l liEF r a•• r Face of concrete I" 3 "Concrete Slab w/3V W 18 i. 0 3 x or 1 Vulcraft Decking ><4 for HAS Size WI Slope structural slab and , rn m 4 I Az I 3 - 9ill 4x4-W2.9xW2.9 WWF L, and Qty N�_NNW. { �� �.,.:,mn,� C waterproof per Arch details. -1/B/12 a..N d o CV 3 ® X i ®X m < m C _��. 1 �• Max 10"thick !ii ,,,,i© �_ > o © I M 1� 0 0 X Landscape wall 0 X .< kr •�P- - Pp00 LICE t111 Ly� ® h '? HSS3-l/2X3-1/2X1/4� �o ith weep holes& L —��,® Q�.O,.••ps••.y6'F.tl- 5'-t1112 ' Sim it 8"/12" max 2"thick stone®3 < — — — — — ---��N V O oa,ti O 1 veneer above steel i C O t—!= ..4 S 1/// ©HSS3X3X1/4 _ beams 7 •¢ 456101• % 11111 T ®tension column €) SKETCH c B W8x35 ; f 1 w$X1 37/8] . , > — — ® e1. Ti. j l I - �:-. �. W10X1 slss 71/2" W10x19196 71/21 W10X19196 71/2• �, D.5 �.u: ®�®e,® D.5 .V- 1 II I \ W8X48[99-37/91 2 _-. . •f�[(;FS••.» ••�a-' 0 /tgiill& .._.__. , Box out with L4x4x1/4dT chase Section View \ G i0 © ® <L © Yp Foundation wall, xx������` \ Hssaxaxva 0 s,oz ® to. ttt S/ONALN ® \ � .q_. 144:7 ••>• m' see plan m iii7T.O.Slab o 1/8'/12" ll S303 T.O.Slab 4,x _ 10.31.22 Ev n �97'11/4'ro 5201�� W16X89195 71/2] 97 01 2 ■ VW SKETCH E .- s..a®. we as�a'se a i1 ® .e. .es°Q�e ewe e� ewe. .e• Wex35 234 W.Francis St. --+ -HSS4x4x1/4 _ S3o3 5201 11 IINZIF • 234 W.Francs St. 1N5303 99 37/8 Aspen,CO ®'0 �►1► IIII• .-a,. .aA.,a®A.,a ICY .::.: .....:: :.e .ece :e:.nv:Z:a1v:�:wv:�:w® :+ _ 7 aIn �,_ _....r I �- .L-.. 2x1/4 97'-01/2 I 303 I\ 20 w .............. .. �I—L HSS3-1/22X3 1/ T.O.Slab• a pl } m I Box out around ducts ��m I © 1 3oal s :I s {o Wahl S / ib • REG - with L4x4x1/4,T r - ie �.� I HSS4X4X1/• 'a°„E a N 6 I I or ®i 15;8' 18'-23/8� „1. --8-101/2"— O 9'-61/2" 10'-9" j CROUP __-- 11 l T.O.slab .3i m ,� ", W8xs8 3 ,-, gg_g 7/g" I \®„ —.Box out around ducts macom Eeglne 9.1216 _ •• with L4x4x1/4,Typ Consulting Engineers a . ® _�� ; 4"Concrete Slab•3 LIJ 9 a Mechanical•Structural•Energy 2. I I � �HSS3X3X1/41 �� 3 O VrIF /6x6-W2.1xW2.1 WWF encency l sustamabhty Ismplicity between beam 1 SaOa W8X56[96 7 vz I v Plan View W8x1099 37/8 J _ ' ••' -- � 5"Concrete Slab w/1.5VLt9 ti' 2022 ''�` •6 I• \\ Embed Plate Detail ,I , 3 a3 m X � -08-29 Partial Revision �� ti HSS3-1/2X3-1/2X1/4 MI Vulcrak Deckin. Iazax,/a�� w3 ‘417 r Ncm i n = i t On ��� I m 5,i ill Slab I I • HSS3X3X1/4� mo 3 m' _....if Ij o� '�198'-67/8" ® © TO m,, Ni 972 f ?' 3 I; Sim T.o.Slab,r _ 1 1U I� ID Wall Type 0 ® > h 0 100 ® szol E� W 1 2x4 @ l T oc WBX10[99 37/8] ® U 'IL 13 r - - - _. ®� - x �- �- .. ® ...I W2 2x4 16"oc m W8X58[ss n/zl @ , --- :,::::: ,•........,•........,•.......x.. :... ,.f�l �®I..,,...... -..,„.. ,,,, -..� Tom -.-'--"-_-..... I/ W3 2x4@24"oc 3V r — ut 10 �+ W8X58[99 37/8"] 1p .../.• - ®�L © ®evar.., \ - 0 95'-81/4" HSS3 1/2X3-1/2X1/4 \ W4 2x6 12"oc Sao1 %. TYP s4o1 $ ®,. ® W5 2x6 @ 16"oc T.O.Slab II 'HSS3X3X1/4 q117q ® K W6 2x6 @ 24"oc SKETCH D SKETCH: Sim Noes: X Headers not called out on Tans are to be 2 51/2"LVL. r© 0 m v1 A ��� W8X21[99 3 7/8] f 5201 O P () r� a...® ...®•® ,v+ Insulate headers in exterior walls per 2/5301. I ��jg i A Ifl Mg�_j1l� �1 9 O2 All column on plan be(1)2xa11r First Floor 12 2 Plan s not called out or shown s are to (1)2x4,or 1 T-1 K if they are supporting a header,matching w " Sao1 � thickness. A HPC-AS Box out around ducts O Layout of repetitive members is conceptual only U.N.O. with L4x4x1/4 @ 3'-0"OC 9T-0 t/2 AI 0 SKETCH B T.O.Slab @@@{1�yya`gy,/)�Yp {{{��`((( a Hangers for framing members per Hanger Schedules on 5001SEt�� 1.2 ®. 4 5 "u O UNO on plans. 04/12/2023, O5 2"dia.holes @24"OC Typ at steel beams.See detail 9/S303 03/29/2023 FOR® Q First Floor Framing Plan e6 All remain.Sgi ter f in newsandwallrs fraas ingee that is hisoric must ...rm justinh Oremain.Sisterinnewmembersasneeded. ASPEN 1/4" = 1 r'Or' BUILDING DEPARTMENT —As indicated Hannah Maloy 2968 rvo I 7 I 6 I 5 I aI 3 I 2 I 1 I SKETCH A MAIN HOUSE GRADE AT FOUNDATION WALL EAST WALL SOUTH+ WEST WALL • HISTORIC STUD SA:WP-22 TYP.AT INTERIOR 1 Iti SIDE OF ALL HISTORIC 1 _ FRAMING/WALL CAVITIES ASA:BREATHABLE VAPOR BARRIER WITH MINERAL WOOL , Existing wall f aming and bofiom late fc remain. INSULATION I 5"concrete slab w/1.5VL20 ompoate decking and 6x6- New wall bottom plates W2.1xW2.1 WWF centered in slab,I 40.• 1 k,I as required. see plan for decking orientation ,. k� 4'� Exlsfing plywood to remain 1— �� I 1New finish floor buildup per Arch �,®•�• It-4742 I I TO Finish:100,0f EMI Exlstlng wall bottom plates 1 TO Slab:99'-87/8" 4rew- ��������' Waterproofing per Arch. SA:CURB TO ALIGN W/INT FIN 3/a4"di 4 TTheeHD@ III �—� �— / FLOOR � � I'lMIIIMw./ki L4x4x1/4 pack and raquing wall veep grout pack antl existing wall bottom Plates BO Notch:98'-43/8' I 'rf they are not pressure treated. 1I SA:1/2"INS 9 Fill cold with non-shrink grout F.F 100 0 = 7886 86 Exa g foundation to remain MIIIIMI_ Ni fin fo : ' 11 ' �1 ��■1.■■ Meal finish applied to face of —II concrete Sae Arch plans - ; o a : .111.1111 \ CO N �2 • _ Slab at Historic Foundation Wall 1-�irt�i l-'rt to • ••••• • SOUTH--FG 7886.36' iti tw e I I I 0 I 11 I.. PER CIVILS r 1t ■ I I�rt I ! I ■, .. .r [IA 04/12/23 99-5 1/4 j�,�'��r SA:FL 1 OVER INS 9 RC�^�"fLIANCE HPC-AS v SA:WPA 9 WEST--EXISTING L_ 1f111 GRADE/FG PER -99' 1 1/4"______ I RFI 45. (SEE SA:[PER 03/06 CALL];GROUT NEXT PAGE) PACK 04 3 k---- SECOND IN SEQUENCE }� AFTER CURB IS POURED (�(,�N ABOVE/HOUSE SET DOWN justinh I SA: UT TO LE NON SHRINK RECEIVED GROUT SA:[PER 03/06 CALL]; GROUT TO REPLACE BONDING AGENT AT THIS EXISITNG SILL PLATES SURFACE -KFH&REG TO REVIEW 0 3/2 9/2 0 2 3 PRODUCTS; POTENTIAL SUPPLIER DAYTON SUPERIOR ASPEN BUILDING DEPARTMENT SKETCH B MAIN HOUSE GRADE AT FOUNDATION WALL EAST WALL SOUTH OF LIGHTWELLS ' HISTORIC STUD I SA:WP-22 TYP.AT INTERIOR I SA:BREATHABLE VAPOR BARRIER SIDE OF ALL HISTORIC FRAMING/WALL CAVITIES A I SA:NEW SILL PLATES g 0 WITH MINERAL WOOL Walea INSULATION SA:CURB TO EXTEND 6"ABOVE .; MOST RESTRICTIVE GRADE 0 4/12/2 3 .Dmiiiiii..I EAST--FG 7886.74'AT FORCODELXIAWANCE Oil EDGES OF WINDOW maim WELLS ' ■ ■■ Lvrnw ■om ■■ sA:1/2"INs9 ' mom NE 04/12/2023 2) ' ■EM ■■ ---' . - -- : �•� �_ m F.F. 100'-0" = 7886.86' �tjustinhUM/ACE E iz: - >e a-a Q` -I ■■••• ■ SA:REMOVE LOWEST BOARD OF SIDING AND SHEATHING AT w G EAST WALL SOUTH--FG 7886.36' MENNEN�� Q PER CIVILS j ■■ ■■■■■ - SA:FL 1 OVER INS 9 > -I .11...11.1.. SA:WPA 9 0 MI ■ C9 99'-5 1/4" I I I I ( .. GRADE FGISPERG RFI 45. (SEE - NEXT PAGE) 0 99'-1 1/4" / _ i 11 SA:PUMPABLE NON SHRI SA:[PER 03/06 CALL];GROUT RE s ��� SA:[PER 03/06 CALL]; PACK 1( BONDING AGENT AT THIS GROUT TO REPLACE EXISITNG SILL PLATES SURFACE SECOND IN SEQUENCE KFH&REG TO REVIEW AFTER CURB IS POURED 03/29/2023 PRODUCTS; POTENTIAL ABOVE/HOUSE SET DOWN SUPPLIER DAYTON ASPEN SUPERIOR BUILDING DEPARTMENT SKETCH C MAIN HOUSE GRADE AT FOUNDATION WALL EAST WALL NORTH OF LIGHTWELLS SA:BREATHABLE SA:WP-22.TYP.AT INTERIOR VAPOR BARRIER SIDE OF ALL HISTORIC FRAMING/WALL CAVITIES A WITH MINERAL WOOL SA:NEW SILL PLATES INSULATION ;' impo: / SA:NEW CONCRETE CURB ABOVE STRUCTURAL SLAB 0111111111111 i EXTENDS 6"ABOVE GRADE I . ' 1111111111111.1 , EAST--FG 7886.74'AT I 1111111111111.1 EDGES OF WINDOW 11111...... CO WELLS SA:1/2"INS 9 ' ....... b ......0 • ..... m F.F. 100'-0" = 7886.86'■■■■ ■■■■■■■■ I SA:REMOVE LOWEST BOARD OF 7 l SIDING+ SHEATHING AT EAST I WALL ' L, SA:FL-1 OVER INS 9 REVillEVIE ' ■ . 04/12/23 1.49 ' E SA:WPA 9 ' '' • FOR COM GUICANCE .■ . • I HPC-AS . ' . IR SA:STRUCTURAL SLAB I99'-1 1/4" , -,��; SA:WPA7 rillEME 12/2023 Li FoRCouc'E ' justinh N\l • • - ■ RECEIVED SA:NEW SLAB STEP WALL 0 3/2 9/2 0 2 3 i ASPEN ' ' 6 BUILDING DEPARTMENT I 7 I 6 I 5 I 4 I 3 I 2 I , I RECONSTRUCTED WALL :::_,_,_,_:_:_______________________________ "iFF44�"�NOF9E�""FETOMATC. 10' NEW CEDAR ROOFING `� ON HISTORIC ROOF ..m� ' "'°I '°"'"*m " Q INS-3 STRUCTURE I �- �A Lof..MwnR - _ HISTORIC ROOF TRIM �V f=+ -" 1FRIOAV DESIGN SA:CLOSED CELL SPRAY � OX 7928 � I TELPO N.CO816612 060 SIDING CUT TO ALIGN W/BOTTOM FOAM AT ROOFS \ {' -I� CONTACT DEREK SKALNO OF SIDING(aj ADDITION— - _ �•%� ,..+o"�E.�wEm E 7 1�� 1t,v�< E BLUEGREEN BLD / -- fill �. _ p00 E.8 E 202 8. /�! rYv d' - Q TEL a4.94. /A® Are I UPPER 1ST FL FIN FL(+7886.86) -r \ �� t CONTACT- ONE 4 SA:TERMINATE MEMBRANE , _ AT ROOF PER MNFR �� 4 I -— — — — ervoory ADANs" SA:TYPICAL AT ALL GUIDELINES I HISTORIC WALLS �' 'I 3006 SPRING sr.SUITE 202 EASE PROFILErrRIM tltltli = ASPEN,CO 616n TEL 870826.2866 DETAIL TO MATCH III _t CONTACT:Ew"EE"sAw.AnAMs a. < I EXISTING 31� _- • _------ VHIGH COUNTRY ENGINEERING 1 .A. 4 1517 BLAKE AVENUE SUITE 101 • t II f __§. TEL WOODD SPRINGS GO 8160 2856 I WP69 I r a a ..1 1 ` HISTORIC CABIN WALL f , CONTACT'ROGER NEAL -- =II © EXG'SIDING AND FRAMING; I -_ '"""..°E"".E," — �l1 q IAn NEW INS AND TNT.FINISH i —RESOURCE ENGINEERING GROUP •••�� � _ !!!! CCR STED B BUTTE, COSUITE 1 •• 'Al __ i-- TEL 212 6408 c 81.p •••••••••-•-•� ---- TEL 2123156408 I/2 AIR GAP ----�•�•�-��� 1 __-1 -__- CONTACT AUGUST HABLWDSON HARPER • 1 obis I ��AIII , HISTORIC WALL k - L•oasERVATO RE NTERRETONAL -•-•_-•_-• 11111_- -•-•-•-•-/ SA:SMART -_I' - NEW Y RK.NEW YORKE0013 • .•••••••••1 INTERIORSIDE MBRANE AT g ••-•-•-•- -•-•-•-•-II -____! ^CVOwwuCTCARLINA GERACI ••••• .115.1 D•••••/ -_--I oNEBUTTON •••• ••••1 f 1 _ .0.0.0.0.0.0.01•-•-•-•-•1 , --_ 67 WEST ST%527 ___- 6. • =-=-=-=--/ ---- I--- § BROOKLYN8NEW VORK 11222 —-—-— j UPPER 1ST FL FIN FL(+7886.86) 'r _ _ _ _ _ .•�•�•�•�•: - --5 CONTACT:BUTT EMMI VW' A ENNI.OPE CONSUL-DM APPLIED ENCLOSURE CONSULTING LLC D •� • • I -1'-B D if ET WEST KEN CARY AVENUE SURE F308 ••❖_ ..'II : - -—-—-—-— R SA:EXTEND MEMRANE - •9., 4'ill LOWER 1ST FL FIN FLOOR BELOW FINISH FLOOR BUILD 3. LITTLETON COLORA00801T] ••••••••••� - UP CONTACT:EVERETT VERSCHAVE 5_: ====�.•.I RECONSTRUC•.WALL TO '{ HISTORIC CABIN WALL / - EZRm eeonownv7SUITE 202 •••••• b MATC ISTORIC NEW CORE Nv 10D14 EXG SIDING AND FRAMING; •••••••••••�. a .. ,: .!.5 . �. :.r. I © TEL BUN CEO2235 -:-:-:-:-=-; — — SPACANSULTMIT II NEW INS AND INT.FINISH - CONTACT RVAN GRAYE,GLOTZBECKERI :.:.:.:.:. •,I t -__ ( _, COLORDO POOL•_�•�•�•••••�-' ,; - -I I® 11301W 43RD DR.,SUITE IHOESIGNS C 7N MIZE :4� : • 1, - GOLDEN COLORADO 80403 �L. I fI ll TEL 72069381. ���� Q i CONTACT'ANDY IACELIE c OPlinth Detail at Reconstructed Historic Wall a 3„=1'-0. I no4Nm 11Ao«o«<0 2 N SA:WP-22 Only bear Pan deck 2-1/2" SA:SA:BREATHABLE 2 1/2 VAPOR BARRIER 1/2"x 10"anchor bolts @ /y _ \\ i t_____________________ r SA:51/2'CURB TO 6" ` _ _ -5'-6" = ABOVE GRADE; 48"O.C.7"embedment a' BASEMENT FINISH CLG h OUTER LAVER OF BEHIND _ -- V " REFER TO NOTES Concrete slab and decking,see plan. L --------------------- ON CIVIL PLAN into stern wall .}_:.:� SHEATHING;CONDITION AND ------------------- Reinforce with WWF centered in INSULATION THICKNESS w = _ VARIESATEACHWALL - _ _-` ADD CONCRETE CURB PT Sill w/sill sealer slab,see plan for decking orientation. j w WALL? 1 Waterproofing by OthersAX ww� C EXISITING WATERPROOFING •` , '-V? o I ----------- ---- A' HUMIDITY TOAVOID0 INTERIOR IB �E� ° ' gg_____ 11 ----<-------------- - CONDENSATION AT \ - EXIISTINGFOUNDATIONWALL ✓"' 99-21/2"-7 Y' j` '. SYSTEM BRIDGE;MECH Finish Grade •� -` _ -; 1, _ r ' 9' INS3 -JI SYSTEM HAS HIGH LIMIT - _ : SETTING TO CONTROL > ' - '- �[ LEVELS - S Steeldecking,see a STAIR LANDING ► ,` _ 7-9112 Vv-X1 _ _ 11, _ {� _ CABINiSTFLFINF � 3 and general notes STAIR LANDING `r � A`� j/j/j,, f. c III 11 r -q° II 3/8"o x 4"Titen HD @ 24" FF 7885.69' 98,10" ------ II s{ { FG 98'-81/2' I EL-1 1 A 6 oc,typ for decking to fnd wall %//////////////////////////////////////////////' I AT DOOR WPA-9 rr av 1 �, NEW WATERPROOF MEMBRANE — �� t- S _ _ APPLIED TO INTERIOR FACE OF EXG a GRAVEL - �'.. : 2H" " WALL;REFER TO WP DRAWINGS 1 MAINTENANCE I - o, @ ��' @ -10'-0" BORDER,1"MIN I I ':..1:,., #5 dowels 24 oc #5 horiz 16"OC B T V IIII IIII I 28 ie 34 WEST FRANCIS ST. '•. EXISTING BASEMENT SLAB COVERAGE 1 2"Clr 1 3'..?,',,- FINISHED GRADE PER CIVICS —IIIII=I I _ X ASPEN, RESID RESIDENCE 11 (85.57'=98'-8 1/2") IIII-I I111 I , _ _ #5 verts @ 6"OC INS-9 = I E See Plan 6 i tIIII-IIIII ••••••••••••••••••••••• 9 _ _111 :•••••••••••••• -v #5dowels@6"OC '9. • N� IIII III IIII I --' ' .•••••••••••••••••••••• DO not bhas r Until dc 28 d PLLDORF ARCHITECTS I INS-II ,1 _ a.: .. has reached 28 day I BROADWAY NEW YORK NY 10003 -� •••••••••••• No expansion joint material DNE212.219.9571 FAX212.941.6362 III I I=III '•Z$•Z•Z•Z•Z•Z•Z•Z$•Z• compressive strength and I WPAF I -•-� I- *'.1 :•-.-.-.-••••••••••••••• p g • IIII=IIIII -.••••••••••. - •- • • floor systems are in place. Ak - -. 1 IIIII III �••••••••••� NEW FOUNDATION WALL f r • �1 • ;�•�•�•�•�•••••••j--- INS3 •� • ▪ ••••••••••.••••: i - ® , Imo. cx" :� L4:•:•:•:•:•:41 Gravel&drain pipe li °u. Mr o~ I :� vni •••••4 by others �; �� ° • I :••-•-•-•••••-••• • ice' •�_ I i••••••••15-0`BASEMENT FIN FL '' •-•••••- - a r • • I WPA-B °B ° . WMIN • • INS-„ -/ • • .•-•-•-•-•-•-•-•-•- :4 ,•:❖:❖:•=❖:•: - - FOOTING PER STRUCTURAL ► : - • • `• -:-•-•-•-•-:❖:•' See plan •:_•:_•:_.:_.:•:_•:•:_.:_.:•:_•:_•:. -_yam_•-:_.:.:.==--:.:•:•:--- D I l/1Q ��15 WALL SECTIONS- • • ••• -•-•• Basement Wall w/ Pan Deck 04/12/23 J HISTORIC :❖•❖:❖•0:0❖:❖:❖:•: AM❖:❖:❖:❖•:•: 9 iYtRf b( d1JNiCE [''''1- 1-''''''''.:::•''''''.1.'"'. -• :••❖: 3/4" = 1 '-0" HPC AS L I I1111111III I I IIII I IIII I1111 1111 11 �w �� � L�}l�;�Ll t�V / —1 11-11111-11111— —11 —IIIII—IIIII—IIIII—IIIII—IIIII-IIIII-IIIII= JU U04/12/2023 03/29/2023 • O WALL SECTION-UNDERPINNING 15 HISTORIC HOUSE WEST WALL O Wall Section i Cabin West Wall-Callout 1 O Wall Section-Main House North Wall w/Stone Plinth O Wall Section-Cabin West Wall FORCOOEtxlIAPLIF11C6 3/4"=V-0" 3"=1'-0" 3/4" 1'-0" 3/e=V-0" justinh "' ASPEN SKETCH D BUILDING DEPARTMENT CABIN NORTH,WEST,SOUTH WALLS AT SLAB STEP ."4"_ .N.. PROJECT,. I I 6 I 5 I 4 I 3 I 2 I I I As indicated Author 1912 1 , I 6 I B I 4 I 3 I A I I I lull a IuuI aoa m ow..�oF=E«oowF ,E.= o. LL == = = == =_== I =-=--==-==-=-===-=__ =====__=}-__ --- =--____ ---------------- ---- I `lc 1FRIDAV DESIGN _ 12 E:E\\ A I _ PO BOX 7928 \ _____-_-_-_-_-_-_-_-_-_-_-_-_-_----------- III Vi : ISffi TELASPE97930906695 _-_ - \ HISTORIC CABIN ROOF STRUCTURE _ CONTACT:CTDE.K SKALKo E W/NEW CEDAR ROOFING ={{ HIECT BLUEG.EN BLD ® Q NEW CEDAR ROOFING _ _ ` _-\\ _—_ _ I I __ _ _—_ = II I'+ _ 9'-11" b s p99E.s SLIDE 202 1-1141,CMC PRESERVATION HISTORIC CABIN ROOF _ \\ © L DENS-DECK FIRE RATED SHEATHING -I' 2ND FL FIN FLOOR vI rv50 00 NzoNE ® STRUCTURE WB5 Nc' \ _____ PROVIDE NEW WOOD SIDING AND ® ® SOFFIT TO MATCH EX'G CONDITIONS �• � a O saaiR sr.surtE xz -c---=f 8_9 TSL aT9.e2s.z6ss ®— — — — If1 — — — i Ip — — Tc.Oi C081611 �� ------------------ p=__ '• 2ND FL ADDITION FIN FL CONTACT:sARA AOAMs _______ =_ ='==_=_===- � ----_ II� RIHCO PATCH AND SEAL _ U HIGH couNmrENc ENGINEERING EXISTING VENTS - " -—- - ` i,I - I - - Y ie�s7o szs SPRINGS, e s csscoaieo - I _ _ J ® II UPPER 1ST FL FI-FL(.7886.86) corvTAcT Roo NR�NEAL II Q —RESOURCE ENGINEERING GROUP -1 DENS-DECK FIRE RATED 2 - caesiED BUTTE co SUITE..a 00 IGNER HISTORIC CABIN WALL 'I SHEATHING IIIIII. iII - -��, SETBACK VARIATION AT LEAST TELz1231UUGu T HAsvoa0NON HARPER EKG SIDING AND FRAMING; : I IIIII On e - RESTRICTIVE LOCATION LIGIline coe Aoc�r ucus NEW INS.AND INT.FINISH _? PROVIDE NEW WOOD SIDING TO 1 _ LossERVATO RE NTERNAnoNAL it MATCH EXG AT EAST WALL \III I SETBACK VARIATION AT MOST 120 W,>LKER STREET,7E ' I WPA-EXI I - RESTRICTIVE LOCATION NEW YORK NEW VORK 10013 IIIIIII'I I � CONTACTTEL 6CARLINA GERACI Wall Section-Cabin South Wall-Callout 2VI III UPPER 1ST FL FIN FL(+7886.86) BNEBBTTory O 3"=•1'-0" IIII WPA-9I Iii , BROOKLYNe NEW VORK 11222 CONTACT6MATT EMMI 1. D I — ——I_2 �y O APPLIED ENCLOSURE CONSULTING LLD 0. IIII ,_ '� CABIN 1ST FL FIN HIS- 11767 WEST KEN CARYL AVENUE SURE F308 3.1863 WPA-9 IIII '- • 1 :I: ° a -+ I £'7.$-{5.h.'kS':? CONTACT: I W ET Nw.OLORA00 850 I CABIN ST FL F FL - CONTACT6EVERETi VERSCHAVE TIC IIII I .IIIII—I —- ////////7//// I 5"SLAB ON VULCRAFT DECKING W1 IIIII - EREMos ACOUSTICS I /', _ °.■I 12l0 BROADWAv SUITE 202 WPA EX7 f METAL FLASHING OVER STEEL ANGLE PER i rvaw vonrc rvv mDl4 -•.1I �I TEL 6966502235 I I ;.:',:,:.:.'...:;:':'.P.-.'„1::,,,., A'I WATERPROOF MEMBRANE STRUCTURAL •�s'I�I■ =IIIII- coNA�cT�RVAN CRA E,cLorzBEcrcER) 1 —_®—_—_ t �■ FL-, III—IIIII—I DDLDRA�PDDLDEBGNB Q 11301 W.43RD DR.SUITE P10 -- i ii I I I _ ■■ <� I GOLDEN COLORADO 80403 ::el z:el i e:ii e::: WPA .■ WPA EX2 1 I I I I I I—I L TEL T208936146 i:::1: n ; I : EXISTING I1119I—IIIII—I CONTACT:ANDY CACELIE I I • ! + — - NSU ATION II I=IIIII- - _ �' � I WW_IC _ �� - .. - '•��' _ y/ "{ ..i III IIENTHCL BWP22 ■I I '] C1 — SAWCUT NOTCH AT TOP OF '$ ■ IIII I=I1111= \ \\ I I ► a•-- ■■7 EXISITING FOUNDATION WALL TO LIGHT COVE <- .'I \ I , ■■ IIIII CREATE BEARING LEDGE 1:: ` IIIII IIIII TEMPORARILY REMOVE SIDING I I ■■ — imilil=u,'11H11111rffirlylffililHFOR NEW WATERPROOFING TO - = INEW FOUNDATION ° .■■ 111 1 I 1 IIjD N�OVERLAP EX'G BY MIN.12';TYP. - - II I VAPOR REATHABLEWALL : •,'i•• EXISITING WATERPROOFING HilI 6I I■■ EXIISTING FOUNDATION WALL D ® I� SA:51/2"CURB TO6' ii .. - ■IIIII IIIII REMOVE EXISTING SILL PLATES _, - ABOVE GRADE 3 ■■ 'I IIIII IIIII_ AND CONCRETE CURB AND ON CIVIL PLAN REFER TO ES ��� ��":� ■■ IIIII_ 1 : € "IIII IIIII REFRAME BOTTOM OF WALL I _-- _ I -— 1i►�-.:_.: .•-.l - — - —— Wall Section-Cabin East Wall-Callout 2 — _ _ SA:ADD INS-9 BEHIND . _ I■■ IIII O 3'_.��_D" '?. :I- I I I I I—I III_ } -= OUTER LAVER OF ■■ IIIII IIIII IIIII: s SHEATHING;CONDITION AND -,�� NEW WATERPROOF MEMBRANE - ■IW INSULATION THICKNESS '■■ -llAPPLIED TO INTERIOR FACE OF - ■I� Q WPA9 VARIES AT EACH WALL - ■■ -■I 1l� II, —IIIII=1 EXG WALL �I IIIII= NEW SILL PLATES IIIII III 11= ® r ■I-- IIIII �� Irt� 1 �Pa7 I II IIII IIIII f .I-a- IIIII=,/2"STRIP IF_' /� I� - - , 2 pp — .'`�, _ .:;. I►� I '■IIIII II I I I 1111 III 1 INS-8 I \ CABIN 1ST FL FL ■■ WATERPROOF MEMBRANE _ ►:.....'it','" F ._WI _ IIIII IIIII IIIII I{ _ ■■ — APPLIED TO INTERIOR FACE _ -10'-63/4" I INS-2 / ■■ - _ ►. 1 ■I = I {. ■■ IIIII _III OF EXISITNG WALL \ .►� 1 �Im __ I• ►. 1!.'?...: 'Ill' 234 WEST FRANCIS ST. U ?? .•i■■ f a ! d. G CABIN BASEMENT SLAB -• I /�j ASPEN,C081611 �: I Y El ® -�� IIIII IIIII IIIII_ °- ►� } ;'a,. RESIDENCE X, Ii _- ■■ Hil —. DOWEL WALL(a�6'OC�REFER TO -t _ '1- :.�N�� III IIII 1' ■■ IIIII IIIII STRCTURAL f III II—I illi _ ��1 11 II I11=. INS-11 I. cw�14: III IIIII- SELLDORF ARCHITECTS I ■■ 11 I I IIIII III 11 r:° - -°, WPA-6 _� I =1 r J ,� - S60 E212.2 AV NEW YORKFAX 21 N.9 10003 6362 IIIIIIII �! p- - '-�� — f "�: — �� I '�•1 - PHONE II T.T19.9571 FA%Rl].941.6362 B I� `m WW IIIII IIIII .I ! .:f. , NEW FOUNDATION WALL .►-' 7 . _ 1•411I I11II B I • ■■ —. REFER TO WATERPROOFING— `�:•.4 T, e'�1�. IIII . _ -1: °J: INS-3 �. 1 - - • CAST TIONHATL TO OF NEW -• - ■■ DWGS - FO NOTCH WALL CREATE r 1• BEARING LEDGE 4 i' I'• _ Ii •■■ IIIII 1 '••lls II r;•. IIII IIIII= ■■ IIIII E ry ,1•.III IIIII 11 IIII 11—I- `I i, = ;Iw: I,I , IIIII_—— 15-8 wPAa 1 . •.;,,�W II11 IIIII III11- I l -I, .., 'II II ;��IIII 1I1II=� BASEMENTFINFL I - 1Hs 1 I IIII III—1 a IIIII=IIIII= C, IIIIIS y — It IIIII=I !'ll III_I IIIII II• •' r'•' IIIII IIIII= A - ■■ (IIII IIIII I1111 I_II II -,° 11."= IIIII=1 ■■ =1 -1 =1 fr J _IIIII1 L +F IIIII- I I I I IA I I I E IIII a I-IIIII-IIIII-1 T .T.O.Detail at Cabin North,West,&South Wall .. 1 2 yP ..II IIII IIIII_I IIIII II II IIIII IIIII IIIII_ iiI w5A-Fx21 II111 5-8 � —IIIII 11 —IIIII IIIII I •■ BASEMENT FININ FL r ,.: IIIII IIII IIIII IIIII= .'I�� IIIIIIIIII ��- _ - -IIIII =IIIII —IIIII-I L V�f ' WALL SECTIONS- SKETCH D .I■■ • 'fB'- _ I{� � tl , —IIII= — — — CABIN NORTH,SOUTH WALLS AT NEW FOUNDATION WALL — - •_ =IIIII "' —IIIII IIIII IIIII— 11�tt1 HISTORIC z° 04/12/23 �+ II III11 1=IIIII I1 IIIII—IIIII =IIIII—IIIII .� A _ -° -, =IIIII- 1 WPA-6 .I '° ' - =IIIII , . IIIII IIIII IIIII hoa.... ........As oo;ru> v, A IIII IIIII ,.,. ...., ,,..,... ...,.....„.„.....-,.„_.:,:...„..,,.„,,,......_ -1I I I�I,-III I—IIIII J 11; . 1:IIII-IIIII IIIII 1 1-1 1 1 1-1 =11I11-1 NERaMi C-AS I'. 0 Wall Section-Cabin South Wall f �11 D �� O Wall Section-Cabin East Wall-Underpinning Detail O Wall Section-Under.innin.atCabinEastWall 09/12/2023 03/29/2023 3/4"=1-0" FORtAUtGUTAVIJANCE �— ASPEN justinh BUILDING DEPARTMENT — PROJECT NO As Indicated Aainor 1912 I 7 I 6 I 5 I I I I I