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HomeMy WebLinkAboutDRB17-0076_A000_1490308860.pdf iltiti OF gr, 7:1 al 34 I I I I I I I I I I I I ec A155REV 1AT 1 ONSI:, I REC/TOR T3RAIAI I NG INDEX �' AB ANCHOR BOLT T \ 71/\, - ��ABV ABOVE A \ DOWNERIVIL DRB APPROVED 3/ 3/2017 AD AREA DRAIN STEVE AND SUSAN L I PSTE IN ADJ ADJACENT — 5111 BLACK BEAR LANE C=1 SURVEY / /V AFF ABOVE FINISH FLOOR ELACK LA VAIL, COLORADO ALUM ALUMINUM ALT ALTERNATEGps ia, OTAPACCESS PANEL ARCH I TELT ARCH TEGTURAL ANGLEE5LOCK NT _GREEK 2 / — / GPSL ARCHITECTS, P.G. A000 PROJECT INFORMATION SHEET- REVISED CLG CEILING 1000 S. FRONTAGE ROAD W, STE 102 A001 EASEMENT $ GRFA GALLS- REVISED GI CAST IRON VAIL, COLORADO 81657 A002 SITE COVERAGE CALCS- REVISED GJ CONTROL JOINT (q70) 476=1147 A201 PLAN- ENTRY LEVEL- REVISED GPSL Architects, p.c. ck CENTER LINE A202 PLAN= UPPER LEVEL= AS APPROVED 953 S. Frontage Rd. West CLR COLOR A203 PLAN- ROOF (AS APPROVED) Vail, Colorado 81657 CMU CONCRETE MASONRY UNIT G I V I L ENGINEER - A501 ELEVATIONS- EAST- AS APPROVED tel: 970.476.1147 CO CLEANOUT -- COL COLUMN EAGLE VALLEY SURVEY 1 NCS A501 DETA 1 LS- REVISED gpslarchitects.com GONG CONCRETE P.O. BOX 230 GOVT CONTINUOUS EDWARDS, COLORADO Z DO DOUBLE WALL OVENS (0170) cf4q-140 0 DW DISHWASHER EQ EQUAL0 q) FD FLOOR DRAIN FDN FOUNDATION STRUCTURAL ENGINEER STRUCTURAL > FIN FINISH KRM CONSULTANTS, INC FLR FLOOR P.O. BOX 4572 < LI F.O.W. FACE OF WALL(STUD,ETG) VAIL COLORADO 81657 0 LI It - FTG FOOTING GYP GYPSUM WALL SCARP (q70) �f4�fs�f3�fl (�, GL GLASS/GLAZING < V 1) 0 H.B. HOSE BIB HM HOLLOW METAL GENERAL CONTRACTOR K. v ( 1 HT HEIGHT NEDBO CONSTRUCTION 111 ty . INSUL INSULATION P.O. BOX 341 qu INT INTERIOR VA1LCOLORADO 81,058 Z < Lill 1 11 KIT KITCHEN 0170) 845=1001 Li1,l LF LOW POINT II IIIc � 1 MO MASONRY OPENING MTL METAL Z V ILI 0 NEC NECESSARY NIG NOT I N CONTRACT J CI NO NUMBER < NTS NOT TO SCALE OH OPPOSITE HAND OPG OPENING III) GENERAL NOTES ,'.: x• . y. . : ... • i•' ` 4 • _ • . 1 r - . M1 µ•4- •y � .,:� ��• ��+: l .ti.. } • .. • PL LAM PLASTIC LAMINATE I— _ .. ?: }.. .. . .."= ' . .'�- . �' •+ � •,-"A_ . - - LJ-__•. _ ..-=<:,4.-.::•:',...... I- PLEG PLUMBING I. CONSTRUCTION TO COMPLY WITH 2015 INTERNATIONAL -41*-- fr,..."'" " .�is } + . ' � • ] 11-11 D PL PROPERTY LINE RESIDENTIAL CODE AS AMENDED AND ADOPTED - -� - ' ;� JI _ + PLWD PLYWOOD BY THE TOWN OF VAIL. ._ r'•� ' • 4s~_� 7• .` h• 'ti . .:......z-,-; 111 2. ALL DIMENSIONS ARE TO FACE OF ROUGH STUD, :'` jL 75 _ :�� fit wF •�1� ; 2 R RISER FURRING, OR CONCRETE FOUNDATION WALL, x• * • • r 1 � •� k ' '! RD ROOF DRAIN CENTERLINE OF WINDOWS, DOORS 8 POSTS U.N.O. I4*: + •;..17t . "-•r• :� r• •���` • :1 1 ' ' ...`.° '` i ''�'+'• • - REFL REFLECTED 3. CONTRACTOR TO VERIFY ALL DIMENSIONS 4 NOTIFY ! ' •t.'' •-'' } I ;:• . • / •,.' w• :•44 ! • r i i' - REQ REQUIRED ARCHITECT OF ANY ERRORS OR DISCREPANCIES •Z� + 0` , F a{-' �rl �'- $ _ '.'+ Y y �L j -Y •.l' • 'I • i0 REV REVERSE BEFORE BEGINNING WORK. ,fir �.•s '' y �, r " r. + r ,:i_•:, V', r : RGH ROUGH 4. DIMENSIONS GIVEN ARE SUBJECT TO FIELD - -1.6--. • . - •M1-, '' I ,3,1 : '.., - ' .{ . ,' • '.i ' - CONDITIONS AND MATERIALS 8 METHODS USED. , �' - ?. ..i•:;, •- - �Y- . • ti RO ROUGH OPENING �' .T �- - .- � '-�.. • � '�" . �_• �.�_ • �: ,, • ''� �h ; RM ROOM CONTRACTOR SHALL FIELD VERIFY CRITICAL 8 "`F • :# '- • ?• • • ,i -- w� is-{ '7•,+;:j:111•4 .. h-' MINIMUM DIMENSIONS AND CLEARANCES AS • • 44vr . r„t' ., 7•- *OM1• .: M1 REQUIRED BY APPLICABLE BUILDING CODES. i -'..L T~. ,t ` ''- r r': _ _ ---L '• ' 2.� ..K = �i' � ...:, leek f �l� . � - .. • - ' © Copyright r �• _ c GPSL Architects,P.C. SEAL SEALANT �F r" r r �-•% #. �. F All Rights Reserved 5. DO NOT SCALE DRAWINGS. CONTACT • ' *' �T .f+- _ . . .. � . , _ SHT SHEET ARCHITECT FOR ANY DIMENSIONS MISSING OR �' `• ..' - `•- � •'' ,.? { .' � ' I^ ,k.Y =; '•Ay :: •15:•-• ? l_'••..'r _ Y_r 5., r rr SIM SIMILAR ILLEGIBLE. • .'� • :, • -_ - �;'_- • ti ,_ ti • + = This document and the ideas SOG SLAB ON GRADE .• ' - • M1° .7':' ' ' "ii • -. -4 ''" .::• . .‘:5..--%-71-1%;f � j� • - and designs incorporated b. FOOTINGS TO BE BELOW FROST LINE 8 ON k _< •: i ?• �. '� '.r �' '15 5111 BLACK BEAR LANE herein,as an Instrument of SPEC't2 SPECIFIED * yM1, r '�� professional service,Is the UNDISTURBED SOIL RE. STRUCTURAL DRAWINGS. 4 , ` : _y f t� 'T� ;. ".•:• SINGLE FAMILY RESIDENCE property ofGPSL Architects,P.C., s= 'e ' ` lc*, ••' �+�_ 'T ~ and Is not to be used,In whole SPECS SPECIFICATIONS CONTRACTOR TO VERIFY FOOTING CONDITIONS 8 • . _- '= •• 'fir : '.�•_ # , , =ti– :tior In part, STD STANDARD DEPTHS. f � . ''r`% . r S : }, • 1 f .;x� .- • ' • of Henry R.Pratt other project without the written authorization STOR STORAGE 7. ALL INTERIOR AND EXTERIOR PARTITIONS ARE v ri^'• j. r• •{_" ,. :' 6 �'.,. Tom:M1 ` TO BE 2 x 0 NOMINAL FRAMING UNLESS NOTED - .'r } _ _ f'• '�. '�-:. ,.- _ T TREAD- OTHERWISE. _ r � " #� - '' '' .• • _i- ' 'L •..Y' ' y ....i-; ry5•. '_ LOGATI ON ELAN • • NO SCALE TEL TELEPHONE 8. ALL INTERIOR AND EXTERIOR PARTITIONS ARE ' • : M1 � •ErDQt@: TO BE INSULATED W/ FULL DEPTH INSULATION � .:'....:Ai'.- lF-�•• `�••~ � ���" 'x `.4 • ;� THK THICK/THICKNESS ,r ': i : - ' ' •, • 7 .." :. .. L2 DEC 2016 - U.N.O. SEE PROJECT MANUAL FOR REQUIRED f ' .: ••. • • I• .•". . . i '- . TYP TYPICAL ACOUSTIC CAULKING AT ALL PERIMETERS 8 6RAPHIG KEY TO MATERIALS DRAWING SYMBOLS ROOM FINISH SCHEDULE I 3 JAN 2017 T.O.D. TOP OF DECKING PENETRATIONS. ALL INTERIOR CEILINGS TO HAVE 2 0 MARCH_20I i ACOUSTIC INSULATION. ROOF INSULATION TO BE EARTH CMU sx -k FLOOR OR A REVISION SEE INTERIOR DRAWIN65 T.O.S. TOP OF SLAB R-50 MIN. T.O. SPOT ELEVATION SYMBOL T.O.TPG TOP OF TOPPING FOR INTERIOR FINISHES a. ALL WALL, CEILING AND FLOOR/CEILING STONE PLYWOOD O DOOR NO. 0 INTERIOR CEILING HEIGHT i ROOM NAME/NUMBER V VARIES(SLOPED) CONSTRUCTION IS TO BE 5/S TYPE 'X' GYP (O©A ELEVATION �/ �B VAULTED w/BEAMS Aa.0 SYMBOL 1 1 t U.N.O. UNLESS NOTED OTHERWISE BOARD. THE USE OF THIS PRODUCT MEETS FIRE X WINDOW TYPE A ARCHED(LING _ V VARIES SEPARATION REQUIREMENTS BETWEEN GARAGE 4 CONCRETE C>-{ INSUL'N PER SPECS O FLOOR BASE —WALLS CEILING OTHER OCCUPIED SPACES. L � SECTION NO. W/ WITH C CARPET 8 PAD L LIMESTONE TILE GP TEXTURED GYP GP TEXTURED GYP iiii in HOLLOW MTL ^� SHEET NO. co SEALED GONG ST STONE GS SMOOTH GYP GS SMOOTH GYP W/O WITHOUT SOD/GRASS NM RIGID INSUL 10. ALL NEW EXTERIOR WINDOWS SHALL HAVE LOW E - ST STONE V VINYL P PLASTER P PLASTER WC WATER CLOSET TYPE INSUL GLAZING WITH MIN I) VALUE < .30 AS AlrikDETAIL NO. T TILE W WOOD S STUCCO S STUCCO W/D WASHER/DRYER REQUIRED BY TOWN OF VAIL. RGH STUD ® WALL TYPE W SHEET NO. W VINYL T TILE T TILE W WOOD W WOOD Ni WOOD W.H. WALL HYDRANT II. SMOKE DETECTORS SHALL BE ADDED AS REQUIRED. '-- ____ PROPOSED _ _ EXISTING WT WEIGHT CO DETECTORS SHALL BE ADDED AS REQUIRED. j STEEL FINISH WOOD CONTOUR CONTOUR . PROJECT INFORMATION GRFA CALCULATIONS PROPOSED: ALLOWABLE: 5,3a.57 SF GRFA: BASEMENT = IOa3.1,6 SF EXISTING/ APPROVED: 1, q%9 f3ASEMENT,OREDIT, _ �� 10. 3 SF (NO CHANGE) GRFA: BASEMENT - IO�i3.1� SF GRFA: ENTRY LEVEL = 273.82 SF `� o LESS 300 SF GARAGE CREDIT = 2575.82 SF Sheet NuXX1bP.r, LESS gq,O/ EASEMENT. CREDIT _ IO.a3 SF LESS 300 SF EGARAGE CREDIT= 2073.82 SF 2 GRFA: ENTRY LEVEL = 023.08 SF GRFA. 2nd F-L /_\, 81.q4/SF LESS 300 SF GARAGE CREDIT = 2323.08 SF LESS 538.13 EHU CREDIT = 1753.81 SF (NO CHANGE) A000 I GiRLESS 300 SF EHU GARAGE CREDIT= 2023.08 SF ) FSA .nd FL 728F. SP PROPOSED GRFA 3,838.5,0 SF LESS 558.13 EHU CREDIT - 1 1753.81 SF EXISTING GRFA 2 5,787.82 SF RATIO NEW GRFA / EX1ST IG: 22525 / 3573.31 = 7.4% I COVER SHEET Win. 1