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HomeMy WebLinkAboutDRB17-0251_A000_1498748880.pdf 0161 OF 1,44. itG7A1111% :3A AEBREVIATIONSRECTORY� � �NG ND�� + to-- AB ANCHOR BOLT ATQ \_A \ \ 71A, — ,, ��ABV ABOVE OWNER1VIL DRB APPROVED 6/29/2017 IN AD AREA DRA ADJ ZTNISH SHARONBERNARDO CRVE4718 MRIVE, 454 / /VF ABOVE FLOOR 4 7 - VAIL GO 81(5 ALUM ALUMINUM _ VE_ ALT ALTERNATE AP L-- £ENEL 5 - - 4 OFRA N ADJ AGPSL ARCHITECTS, P.G. A000 PROJECT INFORMATION SHEET CLG CEILING Ci55 S. FRONTAGE ROAD W, STE 250 AOOI PLAN- GRFA GALLS GI CAST IRON VAIL, COLORADO 81657 A201 PLAN- PROPOSED ENTRY 4 UPPER LVLS GJ CONTROL JOINT (°170) 476=1147 A202 PLAN- ROOF GSL Architects, p.c. Ck CENTER LINE A500 ELEVATIONS- EXISTING 953 S. Frontage Rd. West GLR DOLOR A501 ELEVATIONS- PROPOSED Vail, Colorado 81657 GMU CONCRETE MASONRY UNIT G IV I L ENGINEER tel: 970.476.1147 CO CLEANOUT - COL COLUMN EAGLE VALLEY SURVEY NCS gpslarchitects.com GONG CONCRETE P.O. BOX 250 GOVT CONTINUOUS EDINARDS, COLORADO DO DOUBLE WALL OVENS (Cr 0) Cf4q-140,6 DW DISHWASHER EQ EQUAL0 FD FLOOR DRAIN it FDN FOUNDATION STRUCTURAL ENGINEER F— FIN FINISH KRM CONSULTANTS, INC II H FLR FLOOR P.O. 50X 4572 < CCi F.O.W. FACE OF WALL(STUD,ETC) VA IL, COLORADO 8I(57 0 FTG FOOTING - (cf70) 'I4'4-1'451 0 H GYP GYPSUM WALL SCARP 7 ri GL GLASS/GLAZING H.B. HOSE BIB K. ii-.... - DI HM HOLLOW METAL GENERAL CONTRACTOR HT HEIGHT I NSUL INSULATION z > ill I' 1 INT INTERIOR KIT KITCHEN 1%, LF LOW POINT I'I O MO MASONRY OPENING Di p MTL METALZO NEC NECESSARY Z K. NIG NOT I N CONTRACT L NO NUMBER iR O -J NTS NOT TO SCALE 7 Li If OH OPPOSITE HAND • OPG OPENING ® I� Z FF=7 � � N/�"�F lll�l PL LAM PLASTIC LAMINATE I. G, 11�TIIC>1K 41-GCNfI'CY' 6�f1'142OI5 INTERNATIONAL lir -- �' y `'.4.1'''''� ^ ` - I RESIDENTIAL CODE AS AMENDED AND ADOPTED ' -r'. -4,- ', irg -�` ` PLBG PLUMBING O BY THE TOWN OF VAIL. ,, , PL PROPERTY LINE j ' �., "�, � = : . c0 1 2. ALL DIMENSIONS ARE TO FACE OF ROUGH STUD, ,� liki PLWD PLYWOOD FURRING OR CONCRETE FOUNDATION WALL, s y �` .: i ' AS " T CENTERLINE OF WINDOWS, DOORS # POSTS U.N.O. I'V ,x a ,'b 1� a 'N'' �: R RISER I e, .r, '• _. '� a '-. 4 s :,e - r.,• -_. , , .. 4. n \11 111) 3. CONTRACTOR TO VERIFY ALL DIMENSIONS 4 NOTIFY p '' "'+} � ' R RD ROOF DRAIN �7 It. i �, , e.. 1 ARCHITECT OF ANY ERRORS OR DISCREPANCIES ' , - *•.. .�� , TEFL REFLECTED BEFORE BEGINNING WORK. " [4- '. _ i-11' 1.,'. �. 4 REQ REQUIRED 4 i I ,, ��ti,. ,k � rr - � 4. DIMENSIONS GIVEN ARE SUBJECT TO FIELD ;NZ. ' - .1 . -1 , .i 4. •.. •`•". . 4,k. REV REVERSE vim`- -. a.,.,. _ ,._ . '''i a „4.,+ CONDITIONS AND MATERIALS 4 METHODS USED. r X a+i .;,��a4 , A A*. ;t4.. w:; A ilk RGH ROUGH CONTRACTOR SHALL FIELD VERIFY CRITICAL = , s d " RO ROUGH OPENING MINIMUM DIMENSIONS AND CLEARANCES AS fl.- „g 4.,;. . 1 C - a �� ^`1` REQUIRED BY APPLICABLE BUILDING CODES. -' -�` __ RM ROOM ti;: f-_ r, ; �i. ; . ' - `` ; - _ 5. DO NOT SCALE DRAWINGS. CONTACT -:i'1:::_- c"` ' - , ` ` > - 44 &, 44 ,, ; tM, :. �. ` , © Copyright ARCHITECT FOR ANY DIMENSIONS MISSING OR _� , - •_• N 4. 3 on Park �•[ E.6 . .- ,} GPSL Architects,P.C. SEAL SEALANT ILLEGIBLE. ' J ��r'�' r � � All Rights Reserved SHT SHEET ;. ` .,- '-= - - ,,' q - °� '' ' .::e .''. ."I . ' SIM SIMILAR 6. NEW FOOTINGS TO BE BELOW FROST LINE 4 ON �: =K �._ ��.rr+'! Arc ' .� - # r.,_ f x "' •. UNDISTURBED SOIL RE. STRUCTURAL DRAW I NGS. z r ,,, ; �, - , 2 %4 A ',, .-../.%,-4..4..0 • This document and the ideas SOG SLAB ON GRADE _ w ,� �r'�'r, � � _• and designs incorporated CONTRACTOR TO VERIFY FOOTING CONDITIONS r' - -4e:._ - w - �µ, ' 1 - ';'r A ' '� 0 i .•,I 4 141 718 MEADOW DRIVE hpr in,asanivirc7entof t• $ + I. 1FQ UNIT I T B 4 professional service,Is the 6i • , - — property of GPSL Architects,P.C., SPEG'D SPECIFIED DEPTHS. :� .� ����' '� –.f4-77,'-1_,1 �_ ,h1. •: - i �.•� � �� � � "`r.ic'x. ,� '` _5, _ +c' y .y�. - - *441"7 " n-; •s, A _�- Ail -''. and Is not to be used,in whole SPECS SPEC F GAT ONS - ,s ,� _ or In part,for any other project �. ALL INTERIOR AND EXTERIOR PARTITIONS ARE '...•';'''_:,•„. 1.. "'-‘,-;.-.•:,-'it .. -,'.*�-.- ` le. , '" *.b , without the written authorization STD STANDARD ': 7-e I -'` ' . � T, 1' HenryTO BE 2 x 6 NOMINAL FRAMING UNLESS NOTED ` - " d ; } K . , , . ,i.. of Hen R.Pratt. STOR STORAGE OTHERWISE. * , , .q.-s,, '' • ' -, : ° - a. ALL INTERIOR AND EXTERIOR PARTITIONS ARE `''' - '407.k;,. s 4.}= "I. 4 ..',._;,.,.•;,;:. '% ., -41,(4:.4.,,, 4 ', r _ i T TREAD tr ,- F* ; yi.� ,-.d '.0 Vi Al . '7 t h LOCATION FLAN TO BE INSULATED W/ FULL DEPTH INSULATION t � �, Google Earth TEL TELEPHONE U.N.O. ACOUSTIC CAULKING REQ'D AT ALL .`.rf _*A� •.. y .�` _. • '. ��i . NO SCALE pate: THK THICK/THICKNESS NEW WALL PERIMETERS 4 PENETRATIONS. ` ` ALL INTERIOR CEILINGS TO HAVE ACOUSTIC 23 JUNE201 TYP TYPICAL INSULATION. NEW ROOF INSULATION TO BE R-5O MIN. GRAPHIC. KEY TO MATERIALS DRAWING SYMBOLS ROOM FINISH SCHEDULE T.O.D. TOP OF DECKING �C. ALL WALL, CEILING AND FLOOR/CEILING EARTH CMU sLX'-x' FLOOR OR REVISION 5EE INTERIOR PINGS T.O.S. TOP OF SLAB CONSTRUCTION IS TO BE 5/5 " TYPE 'X' GYP TA. SPOT ELEVATION A SYMBOL FOR INTERIOR FINISHES T.O.TPG TOP OF TOPPING BOARD. TILE BACKER BOARD MAY BE 1/2" NOM _ FIBER REINFORCED CEMENTITIOUS BOARD. STONE PLYWOOD O DOOR NO. 0 INTERIOR CEILING HEIGHT i ROOM NAME/NUMBER v vARIES(SLOPED) U.N.O. UNLESS NOTED OTHERWISE `e©OAall ELEVATION N I 1 t I F FAT CEILING EAMS _ V VARIES 10. ALL NEW EXTERIOR WINDOWS SHALL HAVE LOW E CONCRETE �{ INSUL'N PER SPECS WINDOW TYPE A ARCHED TYPE INSiJL GLAZING WITH MIN V VALUE < .30 AS ^ FLOOR BASE —WALLS CEILING REQUIRED BY TOWN OF VAIL. WINDOWS SHALL L � SECTION NO. V�j/ WITH G CARPET a PAD L LIMESTONE TILE GP TEXTURED GYP GP TEXTURED GYP MATCH EXISTING WINDOWS COLR. •U• imp HOLLOW MTL %V SHEET NO. GO SEALED GONG ST STONE GS SMOOTH GYP G5 SMOOTH GYP W/O WITHOUT son/GRAss NM RIGID INSiJL'N L LIMESTONE TILE T TILE GT FIRETAPED GYP GT FIRETAPED GYP. ST STONE V VINYL P PLASTER P PLASTER WG WATER CLOSET II. MEP SHALL BE DESIGN BUILD AND REVIEWED BY AMDETAIL NO. T TILE W WOOD s STUCCO S STUCCO W/D WASHER/DRYER THE OWNER AND/OR ARCHITECT. RGH STUD ® WALL TYPE cify SHEET NO. v VINYL T TILE T TILE W WOOD W WOOD W WOOD W.H. WALL HYDRANT [2. SMOKE DETECTORS SHALL BE ADDED AS REQUIRED. ___-____-____ _ �� PROPOSED _ _ EXISTING AT WEIGHT CO DETECTORS SHALL BE ADDED AS REQUIRED. 3 STEELFINISH WOOD CONTOUR CONTOUR PROJECT INFORMATION GRFA CALCULATIONS EXISTING: ALLOWABLE GRFA PER LDMF GRFA: ENTRY LEVEL ,S .44 SF 6RFA: UPPER LEVEL = 845.25 SF SIZE OF TRACT B: 18,87a SF TOTAL EXISTING GRFA I,6I2.1 SF Sheet Number GRFA (TRACT B) _ .44 * 18,87ci SF = 8,50,2.7,6 SF GRFA (UNIT B-4) = 1/4 OF TRACT B= 2,07,6.7 SF PROPOSED: PLUS 250 CREDIT + 250 SF TOTAL ALLOWABLE GRFA 2,526.7 SF GRFA: ENTRY LEVEL = 1,104.08 SF A000 GRFA: UPPER LEVEL = 1,0q7.08 SF TOTAL PROPOSED GRFA 2,201.16 SF RATIO NEW GRFA / EXIST'G: 5885 / 112.7 = 5;6.5% COVER SHEET