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HomeMy WebLinkAboutDRB18-0142_conceptual plans_1525362214.pdf W M MATERIAL SYMBOLS LIST OF ABBREVIATIONS SMITH + EGLI RESIDENCE REMODEL Z CD o o O D FN — 1— os //\/\//\\/zEARTH ABV ABOVE MIN MINIMUM F ABOVE FINISHED FLOOR MISC MISCELLANEOUS PROJECT INFORMATION 1— LL o AR ACCESS PANEL NAT NATURAL Z ~ v JuA, GRAVEL ADD ADDENDUM NR NOISE REDUCTION PROJECT LOCATION LL = 1,C)Q� ADJ ADJACENT NOM NOMINAL H U ALT ALTERNATE NIC NOT IN CONTRACT ADDRESS: 4141 SPRUCE WAY,VAIL, CO. Z STONE ARCH ARCHITECT(URAL) NT5 NOT TO SCALE LEGAL SUMMARY: SUBDIVISION: BIGHORN 3RD ADDITION Block: 9 Lot: 8 (PART OF) — Q B5MT BASEMENT OPG OPENING PARCEL NUMBER: 2101-122-07-002 so STRUCTURAL BRG BEARING OPP OPPOSITE GOVERNING CODES: 2015 EDITIONS OF THE FOLLOWING CODES: INTERNATIONAL RESIDENTIAL CODE, INTERNATIONAL FIRE m o CONCRETE BVL BEVELED OH OVERHEAD CODE, INTERNATIONAL PLUMBING CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL FUEL GAS CODE, INTERNATIONAL O0 aS BLK BLOCK FR PAIR ENERGY CONSERVATION CODE,AND THE 2011 EDITION OF THE NATIONAL ELECTRIC CODE. -a la FINISH WOOD BLKG BLOCKING PKG PARKING / BOT BOTTOM FVMT PAVEMENT BLDG BUILDING PT PRESSURE TREATED OR POINT PROPOSED DESIGN: = q PLYWOOD COL COLUMN FSF FOUNDS PER SQUARE FT a, CONC CONCRETE 1951 POUNDS PER SQUARE IN Interior remodel as described on the following pages. Kitchen and bath remodel, new interior doors, new finishes as needed etc. No v 3 CONST CONSTRUCTION FL PROPERTY LINE changes to GRFA,impervious cover, building type or occupancy etc. are contemplated. io BLOCKING CONT CONTINUOUS REF REFERENCE CJT CONTROL JOINT REINF REINFORCE (D), (ING) Exterior work consists of the following: modifying existing low slope/faux mansard roof to be a single-pitch shed roof with overhangs, DTL DETAIL REQD REQUIRED replacement of all windows with several being relocated, removal of wood burning fireplace, replacement of exterior siding, WOOD-ROUGH DIM DIMENSION REV REVISION (D), (ING) rebuilding of existing deck. NO changes to GRFA, lot coverage, parking, landscaping etc. are proposed. DR DOOR R RISER EXISTING DWG DRAWING RD ROOF DRAIN OWNER: Jeffrey Karl Smith + Roger Egli 2892 Kinnikinnick Rd,Vail CO 81657 CONSTRUCTION ELEC ELECTRIC (AL) RFG ROOFING EQ EQUAL RM ROOM ARCHITECT: Intention Architecture 1891 Eagle Ranch Road, PO 3835, Eagle CO 81631 (970) 306-6612 7 BATT INSULATION EXG EXISTING RO ROUGH OPENING contact: Seth Bossung, Principal. seth@intentionarchitecture.com EXT EXTERIOR RS ROUGH SAWN FOC FACE OF CONCRETE 5 SEALANT(EXTERIOR) CONTRACTOR: Reid Philips, HW Builders. (970) 390-6089 Reid@hwbuilder.com RIGID INSULATION FOF FACE OF FINISH SHTG SHEATHING FIN FINISH (ED) 5M SHEET METAL _ _ FFE FINISHED FLOOR ELEV SIM SIMILAR +ELEV.10U-0° ELEVATION LINE FLG FLASHING SPEC SFECIFICATON (5) FTG FOOTING SQ SQUARE FDN FOUNDATION STD STANDARD PROPERTY LINE FBO FURNISHED BY OTHERS ST STAIN 7 F171-15 FREEZE PROOF HOSE BIB 5TL STEEL L FUR FURRED (ING) SD STORM DRAIN DRAWING INDEX O 4111 SECTION REF. —I GA GAGE,GAUGE STRUC STRUCTURAL GV GALVANIZED TEL TELEPHONE A0.1 COVER SHEET/GENERAL NOTES GC GENERAL CONTRACT(OR) THR THRESHOLD A1.0 SURVEY to GYP BD GYPSUM BOARD T&G TONGUE AND GROOVE • Alk DETAIL CALLOUT ) HB HOSE BIB TOS TOR OF SLAB A1.1 LOWEAND AND UPPER PLAN �. A2.1 LOWER UPPER FLOOR PLAN — — — HT HEIGHT TSL TOR OF STEEL A2.3 ROOF PLAN / HORIZ HORIZONTAL TOW TOR OF WALL A3.0 EXISTING EXTERIOR ELEVATIONS 0 INCL INCLUDE (D), (ING) T TREAD A3.1 PROPOSED EXTERIOR ELEVATIONS W W W ID INSIDE DIAMETER TYF TYRIGAL Z RLANTING AREA IBC INSTALLED BY CONTRACTOR UNO UNLESS NOTED OTHERWISE O !BO INSTALLED BY OWNER VB VAROR BARRIER INS INSULATE (D), (ION) VIF VERIFY IN FIELD V"� N INT INTERIOR VERT VERTICAL 0 TREE NEW OR EX'G L LENGTH WR WATER PROOFING m AS LABELED MAT MATERIAL WWF WELDED WIRE FABRIC W D MAX MAXIMUM W WIDTH,WIDE N ` , MECH MECHANIC (AL) WO WITHOUT v Z MET METAL WD WOOD7 0 M METER (5) L MM MILLIMETER (5) L11 Q Q p GENERAL NOTES co LLJ z N 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, PARTS, MATERIALS, INCLUDING GENERAL Ce LO CONDITIONS, PROFIT AND OVERHEAD, INSURANCE ETC IN THEIR COST ESTIMATE. O 2. THESE DRAWINGS REPRESENT THE CURRENT SCOPE OF WORK KNOWN AND COMMUNICATED TO = co THE ARCHITECT AT TIME OF PUBLICATION. IT 15 ESSENTIAL THAT THE CONTRACTOR CONFIRM J 0_ WORK SCORE WITH THE OWNER. Ou 3. THIS 15 A REMODEL- EXRECT THE UNEXPECTED!!! . _ 4. DO NOT SCALE DRAWINGS _ 5. VERIFY ALL DIMENSIONS,CONDITIONS,AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO LLI u BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR 0 Q DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 6. ELECTRICAL INFORMATION 15 DIAGRAMMATIC; CONFIRM SELECTION OF FIXTURES AND LOCATIONS °1:1 WITH OWNER AND/OR ARCHITECT. CO' 7. THE CONTRACTOR SHALL BE RE5RONSIBLE FOR SATISFYING ALL RELEVANT CODES AND I t— U OBTAINING ALL RERMITS AND REQUIRED ARRROVALS. THIS PROJECT 15 GOVERNED BY THE 2, D INTERNATIONAL RESIDENTIAL CODE, 2015 EDITION,WHERE RELEVANT. CODE COMPLIANCE IS Ce MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT RERMIT WORK THAT DOES NOT 0 N CONFORM TO ALL RELEVANT CODES. 5. ALL WORK SHALL FIT WITHIN THE PROPERTY LINES. (/) v ! < '- ISSUED FOR: DATE TOV DESIGN REVIEW APRIL 23,2018 REVISION DATE PROJECT NUMBER: 1608 DRAWN BY'.SB ©CORVRIOHT INTENTION ARCHITECTURE COVER PAGE AO . 1 TOPOGRAPHIC MAP A PORTION OF LOT 8 , BLOCK BIC HORN SUBDIVISION THIRD ADDITION COUNTY OF EAGLE, STATE OF COLORADO NOTES: 1)Survey Date: August 10,2016 2) Location of Improvements, Lot lines,and Easements are based upon the hereon referenced Legal Description and \ Survey Control Monuments found at the time of this survey. This Survey does not constitute a boundary survey nor any 8494 investigation into record easements or encumbrances associated with this property. LEGAL DESCRIPTION: A portion of Lot 8,Block 9,Bighorn Subdivision Third Addition 3) ELEVATION DATUM: 7065.04' on southwest corner of the \ , 8492 Amended Plat,more particularly described as follows:Beginning at concrete Transformer Pad,as shown hereon. the Southeastern corner of said lot; thence N43°36'00"E along the 401111easterly line of said lot a distance of 72.65 feet to a point;thence o —849 N46°24'00"W a distance of 69.00 feet to a point;thence N43°36'00"E a 4) CONTOUR INTERVAL:2 foot. ` vFRNFq0 p distance of 61.18 feet to a point on the northerly line of said lot; "W along ppr' Y F� OwFR�iNE 8 92 33.18 feet toththence e northwesterne corner northerly said lot thence tS43 36'00 Wa distance f 5) Utilities are shown approximately and should be field verified prior to excavation. yF� 49 along the westerly line of said lot a distance of 57.40 feet to a point; o 4��` W thence S46°24'00"E a distance of 31.00 feet to a point;thence 6) Surveyor does not warrant or certify to the integrity of any ‘.P << N43°36'00"E a distance of 5.05 feet to the true point of beginning. Digital Data supplied in conjunction with this map and survey. Citi 3 Together with an undivided 1/3 interest in and to a portion of Lot 8, O e 45 AC S ., Block 9,more particularly described as follows:Beginning at the 7)STREET ADDRESS:4141 Spruce Way. oV FRyF,ID poi,, line of said lot a distance of 72.5 feet to a3°o6mt�,•1thencsoutheastern corner or said lot;thence N ' Eoe N46°24'00°W / ER LA/4, a distance of 69.00 feet to a point;thence S43°36'00"W a distance of 8) This Topographic Survey was prepared for the �$6 5.05 feet to a point;thence N46°24'00"W a distance of 31.00 feet to a GUY $ 4point on the westerly line of said lot;thence S43°36'00"W a distance exclusive use of Jeffrey Smith and Roger Egli , and is 6 DOWN 41 � valid only if print has original seal and signature of ,\ of 67.60 feet to the southwestern corner of said lot;thence S46°24'00"E • surveyor. h along the southern line of said lot a distance of 100.00 feet to the SHED point of beginning. 9) Lineal Units of the U.S. Survey Foot were used herein. Ix 00 3 / \ � ob( o1, F� ti<(' 90 SINGLE `rF FAMILY �F RESIDENCE F / / / / / // 4. "AttetVW / \\ „D� I,Theodore J.Archibeque,a Professional Land Surveyor in the State of �/ \\� Colorado,hereby certify that this map was prepared by me or under my / responsible charge,is based upon the professional land surveyor's \\\ // knowledge,information and belief,is in accordance with applicable / standards of practice,and is not a guaranty or warranty,either expressed v6'' \\ WOOD // or implied.The Notes hereon area part of this certification. / SRO \ DECK ////// Q�,//'' \ / / \ co / -- / '�� C/C . \ / to ; v:,,, ,m. \ // ,o; 037 . � �o Off, \ / =_` ti• . ./.• • ..:,t .,�, \ / -- t•LANA \ / i CONCRETE Theodore J.Archibeque PIS 37902 STAIRS Colorado Professional Land Surveyor \ 5 0 2.5 5 10 20 \ , o TOPOGRAPHIC MAP .��o o`r' A PORTION OF LOT 8, BLOCK 9 1 INCH = 5 FEET c,�� `''' BIG HORN SUBDIVISION THIRD ADDITION COUNTY OF EAGLE, STATE OF COLORADO NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three DRAWN BY: CAP JOB NUMBER: 16187 DRAWING NAME: years after you first discovered such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of certification shown hereon. Additionally, this document is prepared for the sole purpose 16187TOPO.DWG of use by the parties stated hereon. The improvements are generally situated as shown and only apparent (visible at the time of fieldwork) improvements and encroachments are noted. Archibeque Land Consulting, Ltd., its owner(s) and employee(s) will not L TJA be liable for more than the cost of this document, and then only to the parties specifically shown hereon. Acceptance and/or 1 1 DATE: 08-16-16 CHECKED�, use of this document for any purpose constitutes acknowledgement and agreement to all terms stated herein. SHEET OF : SITE DEVELOPMENT STANDARDS \ \ 8494 ` SCORE OF WORK AND KEYNOTES: \ LOT SIZE .114 AC (4972 SF) 1. REBUILD/REPAIR EXITXNG DECK; REPLACE WOOD DECK WITH COMPOSITE \ \ TREES IN BACKYARD TO REMAIN DEVELOPMENT LOT 14,409 SF DECKING SUCH A5 PYREX". REPAIR STRUCTURE AS NECESSARY. NO CHANGES TO DIMENSIONS OR ELEVATION \ \ STANDARD EXISTING PROPOSED \ \ nn / 2. RELOCATION OF EXTEQR SHEDS AND FIREPLACE SURROUND - REBUILD 8492— SITE COVERAGE 552 SF 552 SF (462 SF + 90 SF = NO NET CHANGE) BUILDING HEIGHT 19' 8" 23' 11" EXTERIOR STORAGE ON NORTH AND WEST SIDES OF HOME. REFER TO / / \ C EXTERIOR ELEVATIONS. THE FOLLOWING STANDARDS ARE NOT AFFECTED BY THE SCORE OF THIS REMODEL: O PROVIDE NEW FRENCH DRAIN ALONG NORTHWEST SIDE OF BUILDING: ( IVF 8490 LANSCAPE AREA 515 SF (NO CHANGE PROPOSED) TRENCH AND REGRADE AS NECESSARY. N Ry \ SETBACKS BUILDINGS PREDATE EXISTING ZONING Z w M Fqp ® EXISTING LANDSCAPING TO REMAIN CC $ \ \ / `- —pOwFR \ \�� DWELLING E HOUSING NO O D a N 0 / ��� ` '7 SNE \ 92� PARKING SPACES SHARED W/NEIGHBORS ON COMMON LOT — ~ P ti DRIVEWAY AREA SHARED W/NEIGHBORS ON COMMON LOT U o N \ �� ���� �90 \`'' ^' N \ SNOW STORAGE AREA SHARED W/NEIGHBORS ON COMMON LOT LLIZ ,, y / / /// -_ ..„„ \ ...., b N _ -... eq CI co o �'9/ / \ \ \ 0116 \ ppwER / �(� � // v v \ C/NF II GUY glk / /% � 4 /�j DOWN / j ,` \\ \ \ EXISTING ASPEN CLUMPS / \ \ \ v 3 /0( . ' cn ,-, v v v v // EXISTII�G SHED 4/ /` . // /,_ / � / 4/10 \ / .,...ilit4/7---j/, / \ .\ / ...., . \ / , 4 ce.... ; \ / / .... / // , \ \ / .,,,. 141116 // illy, / \ A G PROPOSED EDGE OF ROOF / // \ \ �/ / / \ \ / EXISTING SITE COVERAGE: 90 5F / ♦ / / -, \\ / \\ NEW FRENCH DRAIN IN �/ \ glib / L 0 GRAVEL BED / / / 4141 SPRUCE WAY \\ / ,b / / G 0.045 ACRES \ /CCD .N te ASPEN CLUMP TO REMAIN � \ �� 0��� LOT 7 / / # // EXISTING SINGLE FAMILY / - / ti� 4 (71111t4 , / 111110 / RESIDENCE 0 s Z • ' - F� / O/ r , w L/4Ni.._..}/////## /// 0 \ / / '/'F •/ Ce D co // / / w / / tn Z 4 / \ // PROPOSED SITE COVERAGE:462 5F // / / / 7 0 _ • /\\ EXISTING SITE COVERAGE:462 5F / // / / / w 0 *Nio \ / / \ / o . 4 ilk. / \ / / 0 < // S ' i� 040 / \ \ / / /•1 / 4143 SPRUCE WAY / W �z � ` � # / / � � ,.d . 4'=,i ♦ \ / `1 , ' / NEW PORCH RO�F \\ / \ // / �� / / J m O WITH (1) DOWNLIGHT \ / / \ C) / / O 0V / w 6 > 4 ►►, — � / A \\ \ / / A /'.. - , 4 I /i/ / \ 0 Co 2. >-- / / / �� 7�� \ / / 0, EXISTING WOOD DECK \ / ' '' TO REMAIN 312 SF / / 0 U tY / / . ( . / / /Cb / /I \ Dc / Q. 0 / �cb � v / / / WILLOW CLUMP TO REMAIN �J / / // ISSUED FOR: DATE I / TOV DESIGN REVIEW APRIL 23,2018 COMMON AREA /// \ ' / / 1 ` / ♦ 4145 SPRUCE WAY II V 7 / / ♦/ REVISION DATE /EXISTING CONCRETE STAIRS ` / / / / / ^*, DO \ / / CO O< ` / ♦ PROJECT NUMBER: i6o8 � ` DRAWN BY:SB ©COPYRIGHT INTENTION ARCHITECTURE /\ 1 / SITE PLAN ♦ / • / SITE PLAN II\ \ / SCALE: 1 /4" = 1 '-0" / Al • 1 ,V ♦ / / 7 NEW WINDOW DEMO EXISTING WALL r - NEW TILE /a000%aiiooa000aodoi`ooiivr�ood000aodoaooaioa000a000aooaioa000a000aooaioa000a000aoom Sao aioaf00000000 rooaioa000aooio� _ 2'-6" BARN DOOR ON TRACK L 7 W0 e I% 9 BENCH % Ce o a CLOS I I 117F BATHROOM FIXTURES FLIPPED; 0 D M I I% - I I I PLUMBING INSIDE THERMAL ENVELOPE — d ,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,, I IBATH I- w / I HALL 11 201 / SHOWER WITH BENCH AND GLASS DOOR Z I- •- _ i r... / \\ I 200 �� 'I J LINEAR DRAIN LJJ = 00000i00000000/ 0000 J,/o///// /ooioo,)/ i II U ��������������������� NEW HYDRONIC RADIATOR/TOWEL BAR Z Q J- <`+ el BALCONY TO BE REMOVED - I /II A \ O e o °° o SHED ROOF BELOW - MAST I GUEST BED IBED - NEW WINDOW G 203 I 05 _202 NEW INTERIOR DOORS TYP ° i 2 I b � 3 NEW WINDOWS IN NEW CONFIGURATION _ Lo RECONFIGURED CLOSET 3 II i I•I I ' Gviiiirii�i oiiioi/iii/oioiiioioioiiioioiiioioiiioioioiiioioiiioi oioioiiloioiiioiiioiiiiiioioiiioioiiioioiiiiiioioiiioio� GYiiiioioiiioioiiioioiiiiiioioiiioioii/�i� L II 11 11 II _J NEW CORNER WINDOW EXISTING CHIMNEY TO BE REMOVED NEW WINDOW IN EXISTING LOCATION 0 Q 2 SECOND FLOOR PLAN Iv, 0 A2. 1 SCALE: 1 /4" = 1 '-0" Z OZ W cn Ce > 0 W S V Z Z 12 w 0 a EXISTING STAIRS TO REMAIN: a I O NV V)NEW WOOD TREADS AND RISERS cR) LLI ce NEW WASHER/DRYER HOOKUPS 2 col- NEW WINDOW; MATCH LOCATION OF BATH J 0 r 11 Z 1 WINDOW ABOVE0 m O NEW PORCH ROOF ABOVE I I — I Q` a u I i � I W > 1 — d,,, O >. I I ' I + J 111111111LII NEW ENTRY DOOR IN EX'G LOC I ENTRY/ !I,W J - REVISED KITCHEN LAYOUT CO'v I r ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�,,,`�d,�„ted„ted„�d,�,,,,,,,A 1 QUI „%,,BROOM� , II ■ / I ~ O D NCe 101 1 1 III / F2, N IP -- LIVING N Ice NI” 11 h RELOCATE EXISTING EXTERIOR /� I ROOM KITCHEN 0O. SHED TO THIS LOCAITON;VERIFY W/ELEVS �/ I I EXTERIOR RECECESSED DOWNLIGHT _ 102 �J 104 IN NEW PORCH I �J�' I ISSUED FOR: DATE NEW WINDOWS WITH REVISED I LAYOUT AND CONFIGURATION 1CP 11 ° 1 NEW, SMALLER FIXED WINDOW — — _g , .ii& ° '1 ° IN EXISTING LOCATION TOV DESIGN REVIEW APRIL23,2018 FREE STANDING I © GA5 STOVE TN 0 TN Ai7 l 1 OGiooaioa000a�/iiooa000a000v000aiioiooa ooaogoaooiooe�� �, ff.I I lit 7 I REVISION DATE II II — II II - - J L LL _ _. __1I = --- -- I REMOVE EXISTING STORAGE SHED = 18 5F FIREPLACE BUMP-OUT,11.2 5F: Ak REMOVE FIREPLACE,AND NEW HIGH WINDOWS ® SEE ELEVS CHIMNEY, PATCH HOLES PROJECT NUMBER: 1608 DRAWN BY:SB ©COPYRIGHT INTENTION ARCHITECTURE FLOOR PLANS 1 FIRST FLOOR PLAN ilipo, A2. 1 SCALE: 1 /4” = 1 '-0” A2 . 1 Z W ME 0 Ce o N O D a � L P a Z WI a 1_ U Z N Q (V M E co 0 0 iii I I u MI minnminmannmEnninommmonammmannworii u u u u JUL JUL uu uu JUL JUL uu uu uuu uuu LU LU uuu uuu uu [Hi u11111MEMINIEMMIMMIEM 3 LJ II 11 11 �f I I ,,//JjjJ " 0 0 WOOD BURNING FIREPLACE/ 11 11 I 1 [ 11 EXISTING SHED TO BE REMOVED J II IIII l l�I LJ L LJ LJ LJ IIU IIII U IIIIU IIID III III U IIIIU IIID III IIII ) IIID III II c o WOOD SHAKE FAUX MANSARD ROOF a uu I 11m11m�1111mmI Immm mm j j J L11�I�111�I�111�I■111�I�111�I�11 c•-, ull�l �ulllu JIi1u� �� III. III , CHIMNEY TO BE REMOVED T / � � � ULI j � j j L IIImI1ImII JIIL � EIMMINIM EXISTING SHED TO REMAIN - REGLAD WITH III■111 111m111m111mf11minmll u LJ I[I y I l u J [� . A11�111m111�■111m1m WOOD SIDING TO MATCH HOUSE �� J U U L U L L U LI U L J L u 1 iipi A . 11111.1I IIII IIII IIII IIII I I I III I III II I I I I �� III J i. �� / / 1 VIII It, 11 11 IIII UI 11 lip 11 1 HORIZONTAL WOOD SIDING WOOD AND FIBERBOARD PANEL CHIMNEY SURROUND — — WOOD FIBER PANELS — / /A 141 1ILLIIIJ1J /HANDAILTOEMAIN j // j• / / NOT SHOWN FOR CLARITY /A / L --- Z 0 N --- _ 1 t 2— — — — — iml — — — — — — \ — — — — — — — — \\� — 1 — — — — --_ - — — — — I— I— Q 0 Z0 4 EXISTING EAST ELEVATION 3 EXISTING SOUTH ELEVATION L A3.0 SCALE: 1 /4" = 1 '-O" A3.0 SCALE: 1 /4" = 1 '-O" an LU D U Z Z L11 0Q - o M ce 0r _ 2 ap J m O m1i■mmm m11mm.1 11mn1mmI inomminninwommmummanommommumanninnommonannannimmonannmi 0 o,V aigniMillinnil ULII UUII ULA ULA ULII UUII ULA ULA UUII UUII ULA LUII ULA �L � JUL LU U �L � JUL LU LU JHUm�I�11L1 LU ULA JUL LU �U ULA JUL LUSI EXISTING BALCONY TO BE REMOVED W V > FAUX MANSARD ROOF JULuLTU LT J a LlUa LTU [1 11lJ ulLLJ LUQ IJT 11lJLuulLTU lL ULL LUIIII IJLII IJUU LU LUIIII IJUL1 IJUU LUII UUIIII IJUL1 IJUU LUII UU I mQ TO BE REMOVED II [ LI [1111111 ILI11 IIL_ / 1111ii n Imd 1111ii 1111ii IIIA IIID 1111ii nii IIIA IIID 1111ii nii III �3 Imlll j d � L LL Mk hid LL LL Mk hid LL LL Mk hid LL L co- V mnmm _ j I i 1 O � L u Lu LLII LL11 IJL11 IJL � UL ULII JL11 mil ULII JLC LU LL11 I1 LL IJL11 IJL1) LL1) LL 11) 1111II 111111 111111 11111) 1111II 111111 111111 11111) 11111) 111111 111111 11111) 1111 1111 III ILITJI IIII�I 111511 II IS II IIII IIII 111111 II IITII 1411 �11111J11411�111 51111411 III IIII II IJIIu III � ITIIJIIIII�IIII�IIIIISIIIT1111j 111111 IIII II 151111151111 � 1111� 1111 411 1- ON .— I I ISSUED FOR: DATE ve,/// ,‘,/ TOV DESIGN REVIEW APRIL 23,2018 0 EXISTING GUARDRAIL TO REMAIN EXISTING SHED .-- /77 A r AEXISTING SHED TO BE REMOVED f// f// TO REMAIN II REVISION DATE , ______ _ef FORMER WINDOW 2 EXISTING NORTH ELEVATION 1 EXISTING WEST ELEVATION PROJECT NUMBER: 1608 A3.0 SCALE: 1 /4" = 1 '-0" A3.0 SCALE: 1 /4" = 1 '-011 DRAWN BV SB ©COP RIGHT INTENTIONARCHITECTURE EXISTING EXT ELEVATIONS A3 . O Z L1.I ME 0 ee o m O D a � J NEW 2:12 OVERFRAMED ROOF — i- d s a W o 2� Z w W I 1- U RECLAIMED BARNWOOD SOFFIT - - RECLAIMED BARNWOOD SOFFIT Z Q N M RECLAIMED BARNWOOD iii I E LINE OF EXISTING FAUX MANSARD ROOF I I SIDING 8 RECLAIMED BARNWOOD SIDING I - I NEW WINDOW AND STEEL ELEMENT I I Y2- 0 II RECLAIMED BARNWOOD SIDING I - / II o I NEW STORAGE SHED I --_,://. _ A E I j y II I j j II w E3 //// ce NEW CORNER WINDOW I I EXISTING SHED CLAD IN RECLAIMED BARNWOOD iiiiiii._ � % ,/ I = NEW WINDOWS IN Lo 3 I 7 ITO MATCH HOUSE / ` ! � I _ W NEW LOCATION _ A // I- / , ,A ,. , . 0 o /_ ,f-: ',,z / N PLATE METAL CORNER DETAIL Fd o 0 0 o NEW PORCH ROOF WITH TIMBER '' - N / SUPPORT BEAMS AND STRUT ,� ,U O O 5 z_ PLATE STEEL DETAIL NEW STORAGE SHED - ,I o 0 0 o x NEW PORCH ELEMENT WITH 7 / W TIMBER BEAMS AND STRUT ®� % / /O s-v r i i �O / ? ""' // ,, NEW FRONT DOOR j 1 1 // ai- 0 r ai G ai- 0 / NEW WINDOWS IN NEW LOCATION / NEW FRENCH DRAIN ` �, EXISTING GUARDRAIL TO BE REPAIRD / // A — IN SLOPED GRAVEL BED / %i� i AS REQUIRED _ 0 / %/%%/ i%%%i:%/ \ -- i a \ \ EXISTING GUARDRAIL 17 A I\I ") ...9 /V 7f, TO REMAIN REPAIR AS O iiiiii-_iiiiiiiiiii 1 V \ \ ` 1 NEEDED L bJ (1) RECESSED DOWLIGHT O Z o 4 EAST ELEVATION 3 SOUTH ELEVATION A3. 1 SCALE: 1 /4" = 1 '-O" A3. 1 SCALE: 1 /4" = 1 '-0" W ce m U z Z L11 0 a — 0 ce �2 M DARK BRONZE STANDING N L11Z SEAM METAL ROOF Ce 3 "O r 2 ap RECLAIMED BARNWOOD SIDING - r - 1__ - - - I r m OV - • I I RUSTY CORRUGATED METAL V O, - I I SIDING W V ">3- I I m00% LINE OF EXISTING FAUX NEW SHED I ;_,'%/T � SIDINGRECLAIMED BARNWOOD Q NEW WINDOW �j• I MANSARD ROOF /ice I (3) NEW WINDOWS w �/ I I j///� �5-2 4'41 2 I /���i�o I ��/it �/ I I RECLAIMED BARNWOOD SIDING I -\ I O D - 1111111111111 - L J NEW PORCH ROOF u_ N - 3, I 4/ O r RUSTY METAL SIDING TRIM PANEL / / STANDING SEAM METAL ROOF V) • 1NEW SHED,CLAD IN „A A I ISSUED FOR: DATE / RUSTY CORRUGATED / / \ METAL SIDING fff%j NEW SHED 2 / TOV DESIGN REVIEW APRIL 23,2018 0 / / NEW SMALLER WINDOW IN , \ /1:A4 / / EXISTING LOCATION �' jj/ \ NEW FRENCH DRAIN \ IN SLOPED GRAVEL / ,� BYPASS EARN DOORS ON ,,,;'? \ BEFD / / 2 TRACKS / / I / --- / / / / / / - - I / — — — — — — — — I I - �� R��� _RA���__ _ REVISION DATE I I 0 I NEW FRENCH DRAIN 2 NORTH ELEVATION 1 WEST ELEVATION /I1 1 ' PROJECT NUMBER: 1608 A3. 1 SCALE: 1 /4" = 1 '-0" A3. 1 SCALE: 1 /4 1 " = 1 -Q" DRAWN BY:SB ©COPYRIGHT INTENTION ARCHITECTURE EXTERIOR ELEVATIONS A3 •