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HomeMy WebLinkAboutDRB18-0079_approved plans_1522940187.pdf WI CIF 1°4 4%:' :1 0 91V'Ick la VI a' C elt W \ WA \ DRB APPROVED FOUND PIN & RED PLASTIC CAP 4I4I201812:00:00 AM L.S. 11413 O \ O) \ \ \ \ LOT 20 \ - UTILITY EASEMENT \ - \ \ \ I ,\bro 00 5.0 n++ Vv + �/: \ S6$ 4B \\ \ \ o LOT 21 \ \ J 10 0 10 20 30 Feet \ �, I••I ri 1-i I-I H I I I I \ \ CP. \ \ FOUND PIN AND CAP 82 \\ \ \ L.S. 26598 77• 92 _ i./ P/P \ \ 90• 30.4 �\ \ *0 / X03 7\ \ / O 8029.8 \ NOTES: (GARAGE SLAB) \ / x 9\ \ 1) DATE OF SURVEY: 5/19/99 / \ \ / 9 \ 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR 1.0' C.M.P. s-0 \ P P (OVERHEAD) P P P EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, / ASPHALT DRIVEWAY •p p \ P \ RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER / 8o2s.s 2 STORY 9t, \ FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. (GARAGE SLAB) 8028.8r / WOOD FRAME HOUSE \ CPO BUFFER CREEK DRIVE cr DOG \ 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL _ - - 8029.° KENNEL 7\ LOT 19 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS G 8o s5 8028.7 \ AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY -11 �c \ 0.3616 ACRES \ ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE '0 i \ THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN T \ \ HEREON. WATER VALVE 8030.8 y cn i 8029.3 \ � ENTRY 8028.7 i FLAGSTONE � BLD ENTRY 4) 6\,1 DENOTES A DECIDUOUS TREE AND DIAMETER. WALK . OVERHANG I \\ \ I p \ 5) . DENOTES A CONIFEROUS TREE AND DIAMETER. i 8029.4A111:‘-' I �0 \ 8027.4 > \ 6) BASIS OF ELEVATION: NE CNR OF LOT 20; ELEV.: 8083.87', FROM SEWER ASBUILTS. x 8028.4 WOOD d // 6 11 DIN j ENTRY dd I WOOD TIE STAIRS \ 7) BASIS OF PROPERTY LINE LOCATION: NW AND NE PRO CNRS OF LOT 19. / STONE J 0 \ 8) LOTS IN BUFFER CREEK SUBDIVISION ARE SUBJECT TO EXISTING J UTILITY / (1.0) SHED �� IRRIGATION DITCHES AND EASEMENTS. 8026.5 1.0' C.M.'. ..-> g5 \\ \\\\ 9) POSTED ADDRESS: 1984 BUFFER CREEK ROAD. \ L.S. 11413 \ \\8 32 1, \\\;\ WOOD RETAINING WALL FOUND PIN & RED PLASTIC CAP \ \ 8034.5 /,/ AND FOUND REBAR 27.2 \o \ \ ' 8028.4 HANDHOLE \�� 0 60 �� --J�/ SURVEYOR'S CERTIFICATE \ ao2s s 0 ``` \\\\ I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of \ BLD OVERHANG \ `` WOOD DECK \\\\ the State of Colorado, do hereby certify that this topographic survey was O \\ made by me and under my supervision, and that the survey is accurate and x 8029.0 WOOD \\ 13 \ STONE PLANTER STAIRS \\ \\\ correct to the best of my knowledge. cll \ 0 31.0 \ WOOD DECK \ 42.7 \ =10' \\ 8034.4 Stan Hogfeldt \ i\�� Colorado P.L.S. 26598 (0.5) \ 0.2) 8024.2 \ (o.2) ,����Air. Date: 8028.5x 8029.8x _�t%ei of iv\ \ 48.7 (0.2) 1\% '��� • EDGE OF \ -�'!;v\ ASPHALT�� 8028.6x _iX�elK \ , A\ \ \ sco �b \ (1.5*/ \ 0 \ - - bb;\\ -=AC x,56 / \\ _\:`i% (am4% y, 0 \ j'7 (0.3) (0.3) \ \t% � 1.%" (0.4) Q %pi;:�-:,;#1'.,. ;, �� (0.3x2) 1603 Ati 8021.6\( %�0\ '' i\r \ 's V A �6vr ,,i�A- \ 0.5) (0.4) \\ (°.7x2) (1.0x2) Dc LOT 18 \ „,,, ,t, ,� e \ (0.5x2),44, 0 \ 8020 N \ r\ 13 \ // \ / 0 \ / \ \ 8018.0 \\ \ / \ \ OUTLINE OF \• BUILDING 8018.7 \ \ PARTIAL TOPOGRAPHIC SURVEY SMH #176 LOT 19 MEAS. RIM ELEV.: 8017.7 INV. ELEV.: 8006.7 RESUBDIVISION OF BUFFER CREEK - - TOWN OF VAI L, 41199HIGHWAY36 & 24, EAGLE-VAIL P.O.0. BOX 10EAGLE COUNTY, COLORADO EDWARDS, CO. 81632 (970)949-1406 PATRICK FILLIETTAZ 5/27/99 JOB No. 65 l fri S .. iF \ PLAY HOUSE 32.a \ '������� LOT 20 +33.4 DR 1 31'9 8,03.2 8p APP OVED \ O +32.3 33 \ 4/4/201812:00:00 \ '^^ AM A V' Q. X11 , 3z.s \ \ 31s�\K 0.5' ��h_ itZ wf A g03 8037.7' 0.7 4 \ J y �/� \ 30.7 +30,8 \ S rQ• �+ TV .0' // i +•o.aGARAGE SLAB) VV / +30.3 \ 03 FND PIN & CAP +30.6 / 30.4 V LS #26598 - / \ +30.6 / 8039. EL=8030.4' �� / +3°0 +298 \ 8030 _ / +30 0 e 8029.8' (GARAGE SLAB) \ LO / +29.8 \\ N X 29 6 \048.4 8041.1 \ Or \ ROOF OVERHANG LOT 21 (TYP) \ 29.8/ - - +29.6 \\ /+29 2 \ 2 STORY N 13 / \ 8029.8' WOOD FRAME HOUSE +29.6 - ASPHALT DRIVEWAY \\ 1984 BUFFER CREEK DRIVE \ - - - +29.4 \ LOT 19 \ N /9 297 SPRINKLER VALVE \ 0.3616 AC. \ \ 802.9 / .O \ / \ \ 29.4 � � 04 \ UTILITY 5.0' +2./ X47. BECK \ FLAGSTONE 296-- 8NTRY \ +49. +53.7 EASEMENT / WALK WATER I l�. 0 \\ \ 28./ CUBSTa\\� O c \ OVHG \\ \ \ iiio / \ A \ PREY. FND PIN & CAP / 0 :.: R0P 9.3 1, .:.8 \ \ LS #11413 \\ STEPS 8. \ / 13 _'D \\ '29.7 \ a s \ • fei\\ 0 0) / les \\ \\ e. �O ,-) C \\\ 8053.714:), \ 7 +- ,7 CO \\ 8, os J \ OVH °\,:(1,10C: \ +as.' S \ \ Off#40 \ \ :1751 _ d' 14 .9 0 74.4•44111.41:Ft Cit O +29.1 `` 4'K_.8030.0' e, 3.0 til \ �. +2aa8046.6ENTRY � /mg 3 5S a9.6\ O \ st- +2.,-#4+-4,044,440.31,40- ,„-,f-',N*54.-.-‘-#.:;,"' I #4.r4A 1.1 � >reoa7.e i 0' 10' 20' 30' if* 1.0' +29.1 �,�,0 1,Sir,•01�ill a ., = = = 0#1,41,44111/444414.41 ‘Jiti 1/464 #40 4*****441,II ....211,11.-- 0 5 +28.4 +28.8 4*# �, /IVA.410#10 3. G.1li X�,�,�,�'4� �.dh A ' ' C�,�,1 +46.6 . o �OIOI��41��OI4* ��� 1. ,,` � � �,���,� 37 '' SURVEYOR'S CERTIFICATE NOTES: ;4.440440411V'CD �ti- 0'S +40.5 ,,�'� I, Mason L. Torry, a Professional Land Surveyor registered under the laws of ��� 37'0 Dc� the State of Colorado, do hereby certify that this topographic survey was 1) DATE OF SURVEY: 3/9/2018 .1 <.. <01.1 made by me and under my supervision, and that the survey is accurate and +28.9 Oy03 4.3 correct to the best of my knowledge. 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR •0 S doom EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, +32.0 RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER +28.3 0. ' -_ _ ._. _ _- FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. -.IMaso' c ._?,tit-)-• T• Or' 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 0. Colo ado P .S. 38 ..., ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS + �0"'\+345 -0 38233 cc I AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANYgo LOT 18 0 ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE / Date �� '4117/2L;;141THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN +30.2HEREON. zea /04/ , 4) BASIS OF ELEVATION: NE CNR OF LOT 20; ELEV.= 8083.87', FROM SEWER ASBUILTS. 5) BASIS OF PROPERTY LINE LOCATION: NW AND NE PROP CNRS OF LOT 19. V 6) LOTS IN BUFFER CREEK SUBDIVISION ARE SUBJECT TO EXISTING IRRIGATION DITCHES AND EASEMENTS. i11\ X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER 7) POSTED ADDRESS: 1984 BUFFER CREEK ROAD. , 8) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND to SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. CoX.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER 9) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 10) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON \ FOR ADDITION DESIGN. 10) 1' CONTOUR INTERVAL. \ PARTIAL TOPOGRAPHIC SURVEY \ LOT 19 _- ' :4 _ \ RESUBDIVISION OF BUFFER CREEK 41199 HIGHWAY 6 & 24, EAGLE-VAIL TOWN OF VAIL EAGLE COUNTY COLORADO P.O. BOX 1230 EDWARDS, CO. 81632 65T0P0-2018.DWG DATE: 3/2018 (970)949-1406 DRN. BY: M. POST PAGE: 1 OF 1 JOB No. 65 • IIP ,s, •.C 'x ti` ,1 .�•i;i..`'Kr I= 47,77,1•,, ,,.:',5 .,�.ar - -^ �I'#' t ..1 ,r••.}'P � • •:°r '';k'. - .. , 1 5 >;x ,1,.•;.;' S :p?t " t ::j. r� ' .. „, MICHAEL HAZARD S r. . T 3• s. r 11i..:' y Yp c. !: �j '' 'C•n • • '-; 5y } �,:, n 1 .i'....;.-5,;„:.,... _ .,:_,,,,_, ..„,,- .r.1. 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VAIL, COLORADO 81657 v•• 4 b., \ 0 .11 \ b ( / / *;:i.t‘SAW:1"1.1......iti...#\ We°1 114 \\ \'\\ \\ m \ -- A\ �wo$4,.....:::••:•:••••••1:**•••••Attotio••••:•00...i.00i♦ ♦ ♦ ♦ ♦i��♦♦♦�♦♦♦i�� `,` \ \� ` 11 �\ ` \ ��, A EXISTING PLANT BEDS AND BOULDER RETAINING WAL L NEW WASHED AGGREGATE ♦ ♦♦ ♦ \ ) � I1I \ /• -23 \ ♦♦♦♦♦♦♦♦♦♦�\ `'III � IIII ` \\ \ \ / BOULDERS & PLANINGBEDS TO BE RETAINED; NEW DECK TO BE CONSTRUCTED 4. PIGMENTED CONC. ENTRY WALK \ \* : :# * \ ♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦��\ r I I I I I I I \ \ \ / , F -- MICHAEL :.:ft':\.:'4 W/CONTROL JTS. I III I I \ \ / " •\ II I � \ \ \ \\ \ / ia ,” µ(PERTOV. APPROVAL) rllII � , . ,NEW CANOPY TO EXTEND MAX.4' \ F� :\iiisit*tsi\Zi\\t ` I hi I / I I I s \ \\ \ \ ,-s,. .. • , r''# 2 -I I ASSOCIATES -73 INTO FRONT SETBACK PER 14.10.4 A 5 \ \ '�` ` / �I I 1 1 \\ \ \\ \ \ \ A' moi' MP r ',m \ \ �``� ``, �_�j��- 1 1 \ \ \ \ " : � . . 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TO BE RE-GRADED; TREE TO BE REMOVED • 1 ' .,.,.. II 1....: \ • .1„ik...,..„ • I r P.O. BOX 1 068 r + a . r *.. I? - 1. ��, VAIL, COLORADO : -,' {t �r� rI' r 81658 PLAN TRUE ...(-.1' • ,# 11•J r • _ '•�# r 970.949.4958 P NORTH NORTH ',k, ri.o.; '�* ' � �_� '� ;1 - ' 11I � �— � ��- �r :11\iitiliifilfrn 14-1-.' __. ! r ` ,II -.1:-..1,;. ., '' 1 _ 970.376.0066 G EXISTING SITE PLAN I� „ :,: . ° • ogio MHA@VAIL.NET . . .) .1 ipni,111111111.i:IC .-. - . it l .4., • ' 1 i `144 I • • 4 _ y'-3.•.~ ..T •tel' ' 1' f• = 11♦TI - - -- - -} � `' y` I I i ...........N. .--..........„......::N.,... • • ",,,....„ . • .. • '-'' .. X:ma,r2e...."..r.v.s- 7.....1.4-(411.:Ic• : i•El•r•ri” • I . .. ..Lit 13Pt . - 11111 -- . - to.* . . . -__. - . . ■ r.1 •. =-•-�. 8114 .7.let . '. _^•ea.-_. 4 .i MARCH 12 , 2O 1 8 t. y �' • + } • �` 2 ,i4 $ 1) MARCH 8 , 2O 1 8 -'�F . ` {li:re •ii 5 .,..i.11::"-----:-.•••••. I MARCH 1 2 0 1 8 ,:\\\\\\\\\\\'\ :, .. .. '.'• '''• 44.�:+ i ',: SITE � , iImiLiii- ! I \ \ . _"' -1 PLAN . : NN 1T• \\* \\*--\\: ILX 1 1 1 r • L I, 1 ' A 1 • 0 DECKING ENTRY WALK/STAIRS D EXISTING DECK & PLANTER E EXISTING DRIVEWAY SHEET NUMBER OUTDURE SYNTHETIC DECKING SMALL WASHED AGGREGATE PIGMENTED CONCRETE DECK& RAISED PLANTER TO BE DEMOLISHED;AREA TO BE REGRADED ASPHALT TO BE REPLACED AND RECONFIGURED RESORT DECK-"SEA SALT" DAVIS"TAUPE" 677 X601 OF p01d O MICHAEL HAZARD �.1 COPYRIGHT©2017 e( 4ti R17 j Alin.1111:1-1 DRB APPROVED 4/4/2018 12:00:00 AM il----- ) MECHANICAL / 10'44' ML 109 SEAL DATE : N O : N N 4 I [ /� L__I-- i \ - 7 i ,. 7_01., I F.D. REVISIONS EXISTING WALLS&GARAGE DOORS 10'1" / TO BE DEMOLISHED TI �N THE L L GARAGE 's � ML 108 % / Lir 1 IVY r TOP OFPLYWD.@Gir. E RENOVATION M,� 100'0"@PERI RS PROJECT NO . 201 7 . 0 2 . 2 6 Co `V F.D. LAUNDRY/STOR. • �: ML 106 1984 BUFFHER CREEK RD. a, VAIL, COLORADO 81657 rte M EXISTING BATHROOM CASEWORK, % 1 FIXTUES AND FITTING E O ,-•-0- I DEMOLISHED;EXISTING T OU GH-IN'S - i —'� - �� ' I MICHAEL ® TO BE RETAINED ��%//%/%/%/%/%/%/%/%//%/ r I )-? DN - - f' ,� HAZARD j , I; �E - - ;_E_ii �,�__�II!� - la I ASSOCIATES �� _ EXISTING DOORS&FRAMES TO BE �� \ 1 � EXISTING STAIR SUBTREADS& r \�'L `�\ DEMOLISHED;ROUGH FRAMING AND IMUDROOM P 0 1 i ' RM PANTRY �, ARCHITECTURE RISERS TO BE RETAINED,EXISTING HEADERS TO BE RETAINED FOR NEW ML 101 �,�, FINISH,LOW WALLS AND RAILINGS DOORS&FRAMES. % b ML 107 ML 105 TO BE DEMOLISHED i�� i 111111r __ __� \�,\ 4 N N PLANNING _ J I _ _ _ ---.1:1P `� `�� INTERIORS r11 I I44 1111111U P 11 \\ / v. - 1 P k- iiiiiiiiii/ II 1 EXISTING TIMBER COLUMNS&BEAM / - jv3i1" 1 1 r`��TO BE DEMOLISHED-RE.:STRUCT ,/ 2 2 $ FOR REPLACEMENT STRUCTURE TO ,' b FOYER TOP OF PLYWD.@ MAIN LEVEL BE INTEGRATED INTO NEW PLAN ML 100 101'0" 4 SIN I I II [CiC� I 11 ---- ----r _ I II EXISTING STAIRS AND ENTRY PORCH 1 11 L _1 _ _ i U TO BE DEMOLISHED rt )il 1 I DINING ROOM 1 i________ KITCHEN EXISTING KITCHEN CASEWORK, L 11 ML 102 i i ML 103 iI EXISTING STRUCT.COL.TO BE L COUNTERTOPS,APPLIANCES AND I 1 N POI DEMOLISHED-RE.:STRUCT FOR WALLS TO BE DEMOLISHED 1 1 REPLACEMENT COLUMN 1 I 1 ,'�, / 1 , , / ,' ,� / 1 //// / �‘ Tr�� DN r �' ii II I I -- J 7C N \��i/ o� EXISTING LOW WALLS AND STAIRS ' I, I v `�' 1T 4 11 TO BE DEMOLISHED 111 I 11 11--I 1 1 r)����������� P.O. BOX 1068 EXISTING STRUCT.COL.TO BE VAIL, COLORADO DEMOLISHED-RE.:STRUCT FOR I 1 LIVING ROOM REPLACEMENT COLUMN ML 104 81658 �,� 970.949.4958 P i g. r T T 970.376.0066 C EXISTING NON-STRUCTURAL COLUMNS TO BE DEMOLISHED I MHA@VAIL.NET I 1 I I � I \ ri A ili iI �\ EXISTING EXTERIOR WALLS, 11_ 1 \I FOOTINGS AND WINDOW TO BE — NEW FOUNDATIONS;EXTERIOR '=' EI itc ---- - - - DEMOLISHED Inli ii E r////L J////////////////// WALLS;CONCRETE SLAB DASHED LINE OF FLOOR ABOVE TO I 1 1 I I I BE DEMOLISHED I NEW SYNTHETIC DECK W/6"WIDE EXISTING WINDOWS AND DOOR TO BE DEMOLISHED I I WASHED AGGREGATE PIGMENTED L / 2'-54" / 4'-5" )1_ J CONCRETE CURB EXISTING STONE CLAD WALL AND I PROVIDE NEW DRY STACK L PANTER TO BE DEMOLISHED / 6'-104" / 27'-84' COLORADO BUFF SANDSTONE MARCH 1 2 , 2 O 1 8 VENEER AND MATCHING 4"SLOPED MARCH 8 . 2 0 1 8 L 1 J CUT WALL CAPS AND SILLS FLOOR PLANS EXISTING CANOPY TO BE DEMOLISHED PLAN PLAN NORTH NORTH MAIN LEVEL EXISTING/DEMOLITION FLOOR PLAN * lifMAIN LEVEL PROPOSED FLOOR PLAN ig A 2 • 0 1/4" = 1'-0" 1/4" = 1'-O' SHEET N U M B E R MICHAEL HAZARD 1 I C COPYRIGHT©2017 Re( 40( R17 1330 e5 j1411:101 lei DRB APPROVED r__________\ 44/4/2018 12:00:00 \ r__________\ s\ 1 \ \ 1 \ ,\ 1 \ SEAL \ 1 1 DATE : N O : , 1 1I r---11 J J L - I , r---I - ,- I--1 REVISIONS TOP OF PLYWD.@ NEW LOWER ROOF • 110'-0"@ LOW POINT F THE DRESSING IVY - - UL102 V I NEW 2-PIECE SNAP ON WALL CAPS RENOVATION SECURED TO CONT.WALL CLEATS; NO THROUGH PENETRATIONS; BEDROOM PROECT NO . 20 1 7 . 0 2 . 2 6 MATCH COLOR OF EXISTING 14 UL101 FLASHING&ROOFING F 1984 BUFFHER CREEK RD. PRIMARY&OVERFLOW ROOF ' VAIL, COLORADO 81 657 DRAINS-LOCATE DRAINS TO DROP I I114r j INTO INTERIOR WALL CHASE- 4 COORDINATE IN FLEILD VA03J1O4TH UL1 0PROVIDE THRU-WALL SCUPPER MICHAEL — NEW LOW SLOPE MODIFIED BITUMEN ROOFS ON NEW ADDITIONS; HAZARD PROVIDE WARRANTED INSTALLATION I I e FROM AMERICAN HYDROTECH ®DN ASSOCIATES DN CARLISLE OF EQUIVALENT Q ARCHITECTURE 7 J J 4'0° PLANNING > .8.--- / INTERIORS ' NEW CANTILEVERED CANOPY& Cri _ _ INTEGRAL GUTTER;USE STANDING - - - SEAM ROOFING TO MATCH EXISTING - - - - —- - - —I . j TOP OF PLYWD.@ NEW UPPER ROOF Iil 1121-0"@ LOW POINT BEDROOM HALL BEDROOM El L__7 L__7 UL 105 UL 100 UL 106 /I: ___ 4 J (p 1 , , J r ,_,_, ... z 1 cp Z 11--)= ' I! 1 ` f ,,,W 0 frl I II iii �� iii - - - - - -- \//— I LI-, I `� I �� MASTER WIC - N- UL 107 1 I L I r �`N\ I I / 10'-11$' III 11 -- - - - - -- I II I I III 11 \\ LI_ , - 111 II 1 -I 'IL / / /////// 1 --- laII I IUi] P.O. BOX 1068 r-----I MASTER BEDROOM I UL108 I I I VAIL, COLORADO 781658- - , _J TOP OF PLYWD.@ UPPER LEVEL 52^ 1'2" �" 2° 3'O$" r- i �- 110'o° , f 970.949.4958 P SII I] L 970.376.0066 C L ` r//// //// MHA @ V A I L.N E T s/ v 11 �' - ii ii w EXISTING EXTERIOR WALLS, ii FOOTINGS AND WINDOW TO BE tr rt-1 I >f A :___ti DEMOLISHED ` 11 fl / II /�%////%/% L i- H___- 1 J J o L1 N_ J v I L MARCH 1 2 , 20 1 8 EXISTING STONE CLAD WALL AND L PANTER TO BE DEMOLISHED MARCH e , z o 1 8 NEW CANTILEVERED CANOPY& INTEGRAL GUTTER;USE STANDING MARCH 4 , 20 1 8 1 ,le_ 23'61„ / SEAM ROOFING TO MATCH EXISTING FLOOR PLANS EXISTING CANOPY TO BE DEMOLISHED PLAN PLAN NORTH NORTH UPPER LEVEL EXISTING/DEMOLITION FLOOR PLAN * 1UPPER LEVEL PROPOSED FLOOR PLAN '41110 A 2 • 1 1/4" = 1.-0" 1/4" SHEET NUMBER (1 CIF /d 441,111111 MICHAEL HAZARD/ �.1 1:11r NEW STANDING METAL SEAM ROC COPYRIGHT©2018 TO MATCH EXISTING / DRB APPROVED 4/4/2018 12:00:00 L AM EXISTING ROOF NEW PTD. GALV. SHEET MTL. GUTTER TO MATCH EXISTING 7.• SEAL EXISTING TIMBER SUPPORTS A A EXISTING PTD, GALV, SHT, MTL, GUTTER, L___D. PTD, GALV, SHEET IllPF DOWNSPOUT AND CONDUCTOR ril MTL, GUTTER; NEW NEW PTD, GALV, SHEET MTL, DATE CONDUCTOR TO MATCH GUTTER & CONDUCTOR TO MATCF _ EXISTING) INTEGRATE HEAT EXISTING; TIE INTO NEW CANOP TAPE GUTTER; INTEGRATE HEAT TAPE - - - I 1 r-- A, NEW 3 COAT CEMENTITIOUS STU TOP OF PLYWD.@ NEW UPPER ROOF _ _ - _ _ _ _ _ • _ _ — — — ,. , i 74 112'-0" -.1. EXISTING TO MATCH EXISTING W/ NEW " I . • s Op NEW FRY REGLET REVEALS �,— - — _ _ im' - - - TOP OF PLYWD.@ UPPER LEVEL - - - - - - �110'-0.. TOP OF PLYWD.@NEW LOWER ROOF .. . III 11111111111111111111111111111111 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII 110'-0" - / - - - - - - I INUM CLAD WOOD REVISIONS . • • /, \ \ • / PI M WINDOWS I I I /, \ \ �. / \ EXISTING STONE & WD, CLADDING TO BE • . . REPLACED W/ MATCHING CEMENTITIOUS I I ' / • / > : � • • • • PROVIDE NEW DRY STACK STUCCO & 121 " FRY REGLET REVEALS I I \ / / • :: \ / / COLORADO BUFF SANDSTONE \ \ / / \ / / /17 VENEER AND MATCHING 4' SLOP THE dminin --- •„ ,, I CUT WALL CAPS AND SILLS IVY NEW WOOD GARAGE DOOR W/ GLAZ-ED \ ,� ,/\, ,/\ ���JC ` 1111prWir.4""'”" TOP OF PLYWD. MAIN LEVELINSERTS WD. SPECIE & STAIN TO MATCH 1 • Imo' �` ' V ( �lii �) @ RENOVATION II ! ..,, � ( ++++++++,,,,,,,,,,,,,,,,,,, / 101-0 EXISTING ....,,,,,,,,,,,, ,,,,,,,,,,,.,,, — - / PROJECT NO . 2 0 1 7 . 0 2 . 2 6 0 I I � l -��� l,���.�_6�i►��� _���i_���5�-i_� _�_a_1111V' TOP OF PLYWD. MAIN LEVEL �^ � �^ � -� -� � -� � � @ 1984 BUFFHER CREEK RD. 100'-0" VAIL, COLORADO 81657 PROVIDE MATCHING ALUMINUM CI NEW WASHED AGGREGATE PIGMENTED COVERS CONCRETE ENTRY WALK AND STAIRS 1 PROPOSED WEST ELEVATION MICHAEL A3.0 1/4" = 1'-0" HAZARD ASSOCIATES . IPF- ARCHITECTURE EXISTING TREE TO BE REMOVED il \„ ,, PLANNING .. el': .; :/ EXISTING COLUMNS & BEAMS TO BE INTERIORS NEW ROOF; FACIA; RAKE FLASH] ;, AND STANDING SEAM TO MATCH � ;� ,. :` �,; NEW STUCCO TO MATCH EXISTING �' if DEMOLISHED; NEW STRUCTURE TO COLOR41 BE INTEGRATED INTO NEW REMODEL `�, EXISTING .: �� - RE, STRUCT, `n`1 ~ F NEW WOOD SIDING & BOARDS TO -• ` EXISTING DOWNSPOUT TO BE c�\ MATCH SPECIE AND STAIN COLOR OF RE-ROUTED - RE,: WEST & SOUTH 6111111111.. - -.'. ;•-� EXISTING ELEVATIONS , A = ' _--: . 4� EXISTING STONE VENEER TO BE NEW 3 COAT CEMENTITIOUS STUC ` r DEMOLISHED • TO MATCH EXISTING W/ NEW 2” AIIIIIIIIIIIIIIII f _ 11/.',isii.,_,... EXISTING DECK AND STAIRS TO BE 1....: DEMOLISHED FRY REGLET REVEALS _ 11, '-' EXISTING ENTRY STAIRS & DECK TO �� . - ' kil_ .. ,,, . ... . . ....:... . .... ..: . . :. ... . ... .. ..... .�' �� BE DEMOLISHED , ��. 4..,,ifri,-_,----'''• -1111110 le � EXISTING ENTRY PATIO TO BE � DEMOLISHED; NEW WASHED la / ., - AGGREGATE PIGMENTED CONCRETE NEW 2X TIMBER DETAIL BD, & „' % VOL I �\ CI EXPOSED STAINLESS FASTENERS cY� WALK OVER COMPACTED ROADBASE / MATCH SPECIE & STAIN • t / -:.-- AND DRAIN GRAVEL LAYER, \ . . . . . . . ENTRY AREA _ ENTRY AREA EXISTING STONE SITE STAIR TO EXISTING CONDITIONS EXISTING CONDITIONS \ I. . REMAIN I:. Imo/ I—I- I -n Lu-n �: ..,. TOP OF PLYWD. UPPER LEVEL �+ 14 .1- 11111FIN IIIIIIIIIII IIIIIIIIIII 111111dlllllllllllllll /III I 1110'o° •or& Ate"i4` '` } NEW ROOF & FACIA TO MATCH !, I PROFILE AND MATERIALS OF • Alk. -' .-'. - .___.. f EXISTING �� �.r• F Ir / / I { .r \, r ' � ik EXISTING CANOPY TO BE EXISTING WOOD SIDING IN THESE / / . ++++++++++++,++++,+++++++++++++„++„++,+++„++„ �, • DEMOLISHED AND ,.. AREAS TO BE DEMOLISHED iiik D� D ��J� I � z= , � i >i' REPLACED WITH MATCHING 4 14, �`— ter. %"' '""' CEMENTITIOUS STUCCO TIMBERS \ \ •_ ,��"� ������ ,r TO BE RETAINED P.O. BOX 068 a' it r - \ \ ? —�� PROVIDE NEW DRY STACK + p.,,,` 7 ��,1m1M�� COLORADO BUFF SANDSTONE �� VAIL, COLORADO /\ �� g VENEER AND MATCHING 4 SLOPE Illielia ;"11'1" oj/ ��-Z \� ����� CUT WALL CAPS AND SILLS � %%/ ii�ii� • �� / \ �L , , , , , o�..���� ,,, /////���� 8658 TOP OF PLYWD. MAIN LEVEL / / i c ``j�j ���� ' ' / /�j 970.949.4958 P ' � I ) 101'0" @ r - va. / " .!--- ''° EXISTING WALLS TO BE PARTIALLY 11 ,�,�„�'" "' ,`ftr;:_� DEMOLISHED TO RECEIVE NEW 4 ��� �� 970.376.0066 C WINDOWS & DOORS, AREAS TO RECEIVE NEW 3-COAT MHA@VAI L.N ET CEMENTITIOUS STUCCO W/ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii-,�iiiiiii���iiii7//// i r ,,'- FRY REGLET REVEALS. AI PROPOSED SOUTH ELEVATION SOUTHWEST CORNER SOUTHEAST CORNER A3.0 1/4" = 1'-0" EXISTING CONDITIONS EXISTING CONDITIONS MARCH 8 , 2 0 1 8 MARCH 1 , 2 0 1 8 EXTERIOR ELEVATIONS A 3 • 0 SHEET NUMBER 4ti 7oF \ W611 MICHAEL HAZARD �.1 COPYRIGHT©2018 e( R17 NEW ROOF; FACIA; RAKE FLASHING AND EXISTING WOOD SIDING IN THESE EXISTING WOOD TIMBERS, SIDING & DRB STANDING SEAM TO MATCH EXISTING AREAS TO BE REPLACED W/ NEW STUCCO TO REMAIN APPROVED i�oo:oo CEMENTITIOUS STUCCO TO MATCH AM /.• NEW 3 COAT CEMENTITIOUS STUCCO • . • f . TO MATCH EXISTING W/ NEW ' ' I SEAL FRY REGLET REVEALS DATE : N 0 : NEW 2X TIMBER DETAIL BD. & / EXPOSED STAINLESS FASTENERS TO MATCH SPECIE & STAIN /'/ i - EXISTING STONE SITE STAIR TO REMAIN TOP OF PLYWD.@ UPPER LEVEL REVISION S - - - • -. .4. . . - . - - - - - - - - - - - - - - - - - - ` - - - - - 110'-0" PROVIDE NEW DRY STA 1 . COLORADO BUFF SANDSTONE VENEER AND MATCHING 4' SLOPED CUT WALL CAPS AND SILLS TH E IfQ v�QQ �i IVY � -> �-�� RENOVATION OVATI O N� PROJECT NO . 2017 . 02 . 26 11011 1984 BUFFHER CREEK RD. ill TOP OF PLYWD.@MAIN LEVEL VAI L, COLORADO 81 657 — 101'-0" MICHAEL Ank PROPOSED EAST ELEVATION A3.1 1/4" = 1,-0" HAZARD ASSOCIATES ARCHITECTURE PLANNING INTERIORS EXISTING WOOD TIMBERS, SIDING & STUCCO TO REMAIN /4111111111111\mmilimmilimummiftimmimmifteftfteemeomilimimommilmmiummummumir 41 EXISTING GUTTER CONDUCTOT & DOWNSPOUT TO REMAIN 4 Aritie mi _Na.r . 1 4'-0' I I t / E TOP OF PLYWD.@ NEW UPPER ROOF 112'-0" TOP OF PLYWD.@UPPER LEVEL _ _ ///////////////////////////////////////////////////////////////o\ _ _ _ - 1 LEVEL _ TOP OF PLYWD.@NEW LOWER ROOF 110'-0" NEW 4'-0' CANOPY OVER ENTRY WALK NEW 3 COAT CEMENTITIOUS STUCCO TO MATCH EXISTING W/ NEW P.O. BOX 1068 FRY REGLET REVEALS VAI L, COLORADO NEW WASHED AGGREGATE PIGMENTED CONCRETE ENTRY 81658 TOP OF PLYWD.@ MAIN LEVEL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WALK AND STAIRS 101V 970.949.4958 P / - - - - - - - - - - - - - - - - l' 970.376.0066 C TOP OF CONC.@ GARAGE 016 100'-0" MHA@VAIL.NET Ark PROPOSED NORTH ELEVATION A3.1 1/4" = 1'-0" MARCH 8 , 2 0 1 8 MARCH 1 , 2 0 1 8 EXTERIOR ELEVATIONS A 3 • 1 SHEET NUMBER (1 CIF kV, S iti MATERIAL SYMBOLS: GENERAL PROJECT NOTES TH E IVY RENOVATION ICIOD 10 biN. DRB I I IIII-III // /// 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND STANDARDS. ALL WORK SHALL BE IN APPROVER 111 1 II CONFORMANCE WITH THE GUIDELINES AND CODES ADOPTED BY THE TOWN OF VAIL. A420181.:00:00 I I i-iii-iii EARTH PLYWOOD 0 U 0 U C 2. EACH TRADE CONTRACTOR SHALL VISIT THE SITE AND BECOME KNOWLEDGEABLE OF CONDITIONS DESIGN 2EVIEW S U B IVI I TTA L l� n PERVIOUS FILL �f� FINISH WOOD THEREIN. EACH SHALL INVESTIGATE,VERIFY,AND BE RESPONSIBLE FOR ALL REQUIREMENTS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING INFORMATION BEFORE �i/iii/>2/ i PROCEEDING WITH THE WORK.TAKE SPECIAL NOTE THAT ELECTRICAL AND MECHANICAL DEVICES %%%%%% 1984 B U F F E H R CREEK ROAD �/,„/,,,,,,,, STONE MASONRY WOOD-ROUGH PLUMBING FIXTURES AND REGISTERS ARE SPECIFICALLY LOCATED. LOCATION OF FRAMING MEMBERS MUST BE COORDINATED WITH THESE ELEMENTS TO ASSURE EXACT PLACEMENT. 4 a a STRUCTURAL CONCRETE BLOCKING 3. ANY UTILITY SHUT-OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK,SUCH VAIL, COLORADO 81657 AS ELECTRICAL, GAS,WATER,SPRINKLER SEWER, ETC. MUST BE SCHEDULED WITH THE APPROPRIATE UTILITY • • COMPANIES PRIOR TO COMMENCING WORK. • •, CONCRETE MASONRY UNIT GYPSUM BOARD MARCH 12 2018 DESIGN REVIEW RESUBMISSION 4. DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS BY THE CONTRACTOR IN COMPLETE SETS SO 7 444e BATT INSULATION RIGID INSULATION THAT THE EXTENT AND COORDINATION OF WORK IS MADE POSSIBLE. 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING DRAWING INDEX: ° // // STEEL/METAL AS NOTED IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CARPET REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. I ® ro O 6. WHERE SPECIFIC DIMENSION, DETAILS,AND DESIGN INTENT CANNOT BE DETERMINED, NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION. iT WILL BE THE CONTRACTOR'S ARCHITECTURAL: ® Q ���� RESPONSIBILITY TO REQEST,OF THE ARCHITECT,THE SUPPLY OF ANY REQUIRED DETAILS TO PROPERLY Ilk a COMPLETE THE WORK. \ N A1.0 SITE PLAN/EXISTING CONDITIONS \ A4.01 A3.01 6A. ALL WORK PROVIDED BY THE GENERAL CONTRACTOR&/OR HIS SUBCONTRACTORS, SHALL MEET OR EXCEED BUILDING SECTION REFERENCE ELEVATION REFERENCE ACCEPTED STANDARDS OF CARE AS DEFINED, DETAILED OR INFERRED BY INDUSTRY STANDARDS AGENCIES A2.0 MAIN LEVEL FLOOR PLANS FOR THE VARIOUS SUBCONTRACTOR TRADES. ® ® A2.1 UPPER LEVEL FLOOR PLANS Ilk 7. DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE A3.0 EXTERIOR ELEVATIONS 1 ( ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS,AND/OR CONFLICTS BEFORE PROCEEDING , A6.o1 A6.o1 WITH THE WORK. A3.1 EXTERIOR ELEVATIONS .......r DETAIL REFERENCE DETAIL REFERENCE 8. ALL DIMENSIONS SHALL BE VERIFIED ON THE SITE BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ■■CS■■ ARCHITECT IN WRITING OF ANY DISCREPANCIES. 10 • ••••■■ A\ 9. UNLESS NOTED OTHERWISE,ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THE FACE OF THE 5 ■■ 7 AL F.F.ELEV. / 1179 S.F. ' 1179 S.F. 100'-0" A4.01 STUDS SUPPORTING THE WALL. HEIGHT REFERENCE 10. UNLESS NOTED OTHERWISE,ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL SECTION REFERENCE = FINISHED SPACES. O 9 11. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC 9® ACTIONS. ROOM NAME 12. ALL EXTERIOR FERROUS METAL WORK LOCATED ON EXTERIOR OR IN NON-CONDITIONED INTERIOR PLAN TRUE 1 100 SPACES SHALL BE HOT-DIPPED GALVANIZED(EXCEPT FOR ORNAMENTAL METAL(S)). NORTH NORTH / ■��/ REVISION REFERENCE ROOM NAME 13. THE ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM VICINITY MAP / / EG■7201 VERIFYING WITH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND A■■■■1 PROPER FOR THE INTENDED APPLICATION AND USE. N.T.S. CW10 14. ALL MATERIALS AND EQUIPMENT THAT IS INCORPORATED INTO THE WORK SHALL BE NEW AND OF THE MAIN LEVEL G.R.F.A. PLAN BEST QUALITY SPECIFIED. ALL WORK PERFORMED SHALL BE DONE IN A WORKMANLIKE MANNER ONLY 1/16" = 1'-0" BY PERSONS SKILLED IN THE TYPE OF WORK TO BE PERFORMED,AND IN ACCORDANCE WITH ALL rr GRID BUBBLE WALL TYPE REFERENCE APPLICABLE CODES, ORDINANCES AND/OR STANDARDS AGENCIES(E.G.AICP;SMACNA). 1 15. AT ALL TIMES,THE PREMISES SHALL BE KEPT CLEAN FROM THE ACCUMULATION OF WASTE ZONING REVIEW: MATERIALS AND DEBRIS,AND UPON COMPLETION OF THE WORK SHALL REMOVE ALL WASTE 4 A8.01 2 O MATERIALS AND RUBBISH,AND LEAVE THE WORK IN A BROOM CLEAN CONDITION. UNDER NO CIRCUMSTANCES IS FOOD TO BE LEFT OUT IN THE OPEN UNLESS IT IS PROPERLY WRAPPED ZONE DISTRICT 2-FAMILY(PS) PRIMARY SECONDARYRESIDENTIAL AND STORED IN A SUITABLE CONTAINER. UNFINISHED FOOD SHALL BE THROWN OUT IN A SITE AREA 1 5,987 S.F. 3 CONTAINER WITH A TIGHT FITTING COVER AND REMOVED FROM THE SITE AT LEAST ONCE PER WEEK. V/// INTERIOR ELEVATION REFERENCE WINDOW TAG SETBACK: MINIMUM EXISTING PROPOSED 16. ALL CUTTING AND PATCHING REQUIRED DIRECTLY OF INDIRECTLY BY THE SCOPE OF WORK FRONT 20' 27'-9" 20'-O" PORTRAYED IN THE CONSTRUCTION DOCUMENTS SHALL BE INCLUDED IN THE CONTRACTOR'S 0 WD. .. TILE PROPOSAL. ALL SURFACES ARE TO BE RETURNED TO THEIR PRE-CONSTRUCTION APPEARANCES. REAR 1 5' 84'-1 0" 84'-10" WHERE EXISTING MATERIALS CANNOT BE FOUND OR PROPERLY MATCHED THE ARCHITECT IS TO BE SIDE (SOUTH) 1 5' 37'-6" 37'-6 DOOR TAG MATERIAL BREAK NOTIFIED PRIOR TO COMMENCEMENT OF THE WORK. SIDE (NORTH) 1 5' 5'-1 O" 5'-1 O" 17. ALL AFFECTED PARTY WALLS ARE BE RESTORED TO MEET CURRENT BUILDING CODES FOR FIRE RESISTIVE ABBREVIATIONS-. SEPARATION. ANY EXISTING RECONSTRUCTED AS REQUI ED TO M ET OR CONSTRUCTION DISCOVERED ALL CURRENT BUILDING NG CODEUATE IN I R QU REM NTSS.S REGARD IS TO BE MAXIMUM SITE COVERAGE 20%/3,1 97 S.F. SIMILARLY,THE FIRE SEPARATON BETWEEN THE GARAGE AND RESIDENCE IS TO BE CONSTRUCTED TO EXISTING SITE COVERAGE: 1 0%/1 ,657 S.F. ABV ABOVE FUR FURRED(ING) PSI POUNDS PER SQUARE INCH MEET OR EXCEED ALL REQUIRED BUILDING CODES. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL PROPOSED SITE COVERAGE: 1 3%/2,069 S.F. EMI MI AFF ABOVE FINISHED FLOOR GA GAGE,GAUGE PL PROPERTY LINE CONTRACTOR TO REPORT ANY SUCH DEFICIENCIES TO THE ARCHITECT AND PREVAILING BUILDING CODE ,; :: AP ACCESS PANEL GV GALVANIZED QT QUARRY TILE COMPLIANCE OFFICER AND OBTAIN HIS WRITTEN APPROVAL OF ANY PROPOSED MITIGATION MEASURE(S). ALLOWED GRFA: AC ACOUSTICAL GC GENERALCONTRACT(OR) REF REFERENCE SITE WORK 46:100 S.F. < 1 0,000 SITE AREA 4,600 S.F. UPPER LEVEL G.R.F.A. PLAN ADD ADDENDUM GL GLASS,GLAZING REFR REFRIGERATOR 38:1 00 S.F. > 10,000 / < 1 5,000 1,900 S.F. ADJ ADJACENT GYP BD GYPSUM BOARD REINF REINFORCE(D),(ING) 1. ALL EXISTING STRUCTURE AND BUILDING ELEMENTS SHOWN ON THE DRAWINGS HAVE BEEN DRAWN FROM 1 3: 100 S.F. > 1 5,000/ < 30,000 1 28 S.F. 1/16" = 1'-0" ALT ALTERNATE HB HOSE BIB REQD REQUIRED AVAILABLE RECORD DRAWINGS.THEREFORE THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED - - ALUM ALUMINUM HDW HARDWARE RES RESILIENT APPROXIMATE ONLY.THERE MAY BE OTHER FACILITIES,THE EXISTENCE OF WHICH MAY NOT BE PRESENTLY 6: 100 S.F. > 30,000 0 S.F. W ARCH ARCHITECT(URAL) HDR HEADER REV REVISION(D),(ING) KNOWN.CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND IS TO NOTIFY THE 6,628 S.F. BASMT BASEMENT HTG HEATING REVS REVERSE ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. EXISTING GRFA: 0 S F 5 S.F. 39 S.F. 54 S F BRG BEARING HVAC HEATINGNENTILATING/AC RH RIGHT HAND 2. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A WAY AS TO PREVENT TRACKING OF ACTUAL GRFA ®340 S.F. O 47 S.F. O 102 S.F. ® 76 S.F. BVL BEVELED HT HEIGHT R RISER MUD OR SOIL ONTO PUBLIC THOROUGHFARES.AT THE END OF EACH DAY THE CONTRACTOR SHALL BIT BITUMINUOUS HC HOLLOW CORE R&S ROD AND SHELF CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS. MAIN LEVEL/LIVING: 1 ,277 779 BLK BLOCK HM HOLLOW METAL RD ROOF DRAIN MAIN LEVEL/GARAGE: 395 0 BLKG BLOCKING HOR HORIZONTAL RDT RECESSED DRAPERY TRACK 3. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS AND ELEVATIONS AND VERIFY THE LOCATION UPPER LEVEL: 1 ,41 1 1 ,41 1 BOT BOTTOM HWH HOT WATER HEATER RFG ROOFING AND ELEVATION OF EXISTING UTILITY LINES AND STRUCTURES TO BE CONNECTED TO THE WORK. BLDG BUILDING INCL INCLUDE(D),(ING) RM ROOM DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. SUBTOTAL: 2,1 09 306 S.F. 53 S.F29 S F 0 S.F. CPT CARPET(ED) ID INSIDE DIAMETER RO ROUGH OPENING CSMT CASEMENT IBC INSTALLED BY CONTRACTOR R/S ROUGH SAWN SEALANTS 5 459 S.F.6 71 S.F. 7 47 S.F. ® 104 S.F. PROPOSED GRFA: C CAULK(ING) IBD INSTALLED BY OWNER S SEALANT(EXTERIOR) 1. ALL SEALANT JOINTS SHALL BE SIZED SUCH THAT THEY WILL BE WITHIN THE MAXIMUM/MINIMUM SIZE ACTUAL GRFA CLG CEILING INS INSULATE(D),(ION) SHTG SHEATHING IN THEIR INSTALLED POSITION AS RECOMMENDED BY THE MANUFACTURER. CT CERAMIC TILE INT INTERIOR SM SHEET METAL MAIN LEVEL/LIVING 1 ,171 1 ,171 (61%X 1,672=1,019 S.F.)-395=624 SF GRFA CLR CLEAR JC JANITOR'S CLOSET SIM SIMILAR 2. DEPTH OF SEALANT JOINT SHALL NOT EXCEED 1/2 THE WIDTH OF THE JOINT. MAIN LEVEL/GARAGE 449 0 0 S.F. S.F. COL COLUMN KIT KITCHEN SC SOLID CORE 1 233 S.F. 29 S.F. CONC CONCRETE LAM LAMINATE(D) SPEC SPECIFICATON(5) 3. ALL SEALANT JOINTS SHALL MAINTAIN CONTACT WITH THE ADJOINING PARTS WITHIN ALLOWABLE UPPER LEVEL 718 718 CMU CONCRETE MASONRY UNIT LAV LAVATORY SQ SQUARE DIMENSIONED CHANGES IN THE THE JOINT SIZE. ALL SEALANT JOINTS SHALL MAINTAIN DURABILITY SUBTOTAL 2,552 W CONST CONSTRUCTION LH LEFT HAND STD STANDARD AND INTEGRITY UNDER ALL SPECIFIED CONDITIONS AND CONDITIONS OF THE LOCALITY WHERE THE CONT CONTINUOUSST STAIN PROJECT IS LOCATED. % L LENGTH PROPOSED GRFA INCREASE: (20 INCREASE) 443 S.F. STL STEEL REMAINING GRFA: 4,076 S.F. 2 3 4 6 CJT CONTROL JOINT LDT LIGHT AND DRAPERY TROUGH 4. ALL SEALANT JOINTS SHALL BE INSTALLED WITH THE APPROPRIATE JOINT FILLER. 0 S F 0 S F 0 S F 5 S.F.. 39 S.F. 54 S F CPR COPPER LT LIGHT TROUGH SD STORM DRAIN 226 S.F. 86 S.F. 0 74 S.F. 47 S.F. 0 102 S.F. 76 S.F. CUST CUSTOM LTL LINTEL STR STRUCTURAL 5. PROVIDE CUSTOM COLOR FOR SEALANT EXPOSED TO VIEW FROM THE MANUFACTURER'S FULL RANGE DT DRAPERY TROUGH LVR LOUVER TEL TELEPHONE OF SELECTIONS,AS SELECTED BY THE ARCHITECT. BUILDING HEIGHT: 33'-O" ALLOWED DTL DETAIL MH MANHOLE TV TELEVISION DIM DIMENSION THR THRESHOLD 6. THE SEALANT MANUFACTURER SHALL VERIFY THAT ALL SEALANTS USED FOR THE EXTERIOR WALL 20'-8" EXISTING MFR MANUFACTURE(ER) DR DOOR T&G TONGUE AND GROOVE ARE CORRECT FOR THE APPLICATION SHOWN AND WILL BE COMPATIBLE WITH EACH OTHER BEFORE, 20'-8" PROPOSED MO MASONRY OPENING 0 TS TOP OF SLAB DURING AND AFTER CURING. LANDSCAPING DF DRINKING FOUNTAIN MTL MATERIAL TSL TOP OF STEEL 506 S.F. ® DWG DRAWING 223 S.F. MAX MAXIMUM TW TOP OF WALL INSULATION AND VAPOR BARRIER MIN. REQ'D: 60%/ 9,592 S.F. ELEC ELECTRIC(AL) MECH MECHANIC(AL) EXISTING: 84% / 1 3,422 S.F.. EL ELEVATION(S) MC MEDICINE CABINET TB TOWEL BAR ELEV ELEVATOR TR TRANSOM PROPOSED: 82%/ 1 3,1 09 S.F. (65%X 1,325=861 S.F.) 600=261 SF GRFA T TREAD MMB MEMBRANE 1 FRAME PERIMETER WALLS:ALL WALLS BETWEEN HABITABLE SPACE AND UNHEATED CRAWL SPACES EQ EQUAL MET METAL OR ATTICS ARE TO BE INSULATED. 0 S.F. 0 S.F. EXH EXHAUST TYP TYPICAL 55 S.F. EXG EXISTING M METER(S) UNO UNLESS NOTED OTHERWISE 2. FIBERGLASS THERMAL WALL INSULATION SHALL BE HELD IN PLACE WITH FIBERGLASS STRAPPING AS REQ'D. 276 S.F. MM MILLIMETER(S) VB VAPOR BARRIER EXT EXTERIOR MIN MINIMUM 3. WALL VAPOR BARRIER SHALL BE CEERTAINTEED"MEMBRANE".TAPE AT ALL DISRUPTIONS IN THE MEMBRANE. FOC FACE OF CONCRETE MIR MIRROR VIF VERIFY IN FIELD (IE:WINDOWS AND DOORS). FOLD INTO BACK BOXES AND TAPE TO FORM CONTINUOUS SEAL. PROVIDE LOWER LEVEL NET G.R.F.A. ANALYSIS FOF FACE OF FINISH VERT VERTICAL AND INSTALL SEALED ELECTRICAL BOXES AND OUTLETS TO MINIMIZE VAPOR PENETRATION AND ENERGY MISC MISCELLANEOUS VCT VINYL COMPOSITION 1/16" = 1'-0" FOM FACE OF MASONRY MULL MULLION LOSS INTO THE EXTERIOR WALL CAVITY. FOS FACE OF STUDS WC WATER CLOSET FIN FINISH(ED) NAT NATURAL WP WATER PROOFING FF FINISHED FLOOR ELEVATION NR NOISE REDUCTION WWF WELDED WIRE FABRIC FE FIRE EXTINGUISHER NOM NOMINAL W WIDTH,WIDE NIC NOT IN CONTRACT WDW WINDOW FDC FIRE DEPARTMENT CONNECTION NTS NOT TO SCALE WO WITHOUT FHC FIRE HOSE CONNECTION OPG OPENING FEC FIRE EXTINGUISHER CABINET WD WOOD OPP OPPOSITE FPL FIREPLACE OPH OPPOSITE HAND FP FIREPROOFING,SPRAYED OH OVERHEAD FLG FLASHING PR PAIR FLR FLOOR(ING) PK PARKING FD FLOOR DRAIN PVMT PAVEMENT FTG FOOTING PL PLASTIC LAMINATE FND FOUNDATION PT POINT FBO FURNISHED BY OTHERS PSF POUNDS PER SQUARE FOOT FPHB FREEZE PROOF HOSE BIB