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HomeMy WebLinkAboutDRB16-0541_A000_1485199440.pdf olti OF 1$4, i a 01 ABBRE�IIATIONS RECTORY - �' I V I NG i .t. AB ANCHOR BOLT — — IAi — -101 ABV ABOVE OWNER C I V I L 0 DRB APPROVED 1/18/2017 AD AREA DRAIN — ADJ ADJACENT5111 STEVE AND SUSAN LIPSTE1N C-I SURVEY 5111 BLACK BEAR LANE / /V AFF ABOVE FINISH FLOOR BLACK EAR VAIL, COLORADO ALUM ALUMINUM LA \ E ALT ALTERNATEGpsia, OT „ , AP ACCESS PANEL AZECTS, ANGLE 5LOCK GOR — — — K S , 5DIVISIO \ BOTTOM2 / — / — — — GP.G. AOOO PROJECT INFORMATION SHEET CLG CEILING 1000 S. FRONTAGE ROAD W, STE 102 AO0I EASEMENT $ GRFA CALCULATIONS GI CAST IRON VAIL, COLORADO 81657 A002 SITE COVERAGE CALCULATIONS GJ CONTROL JOINT (q70) 476=1147 A101 SITE PLAN GPSL Architects, p.c. i . CENTER LINE A200 PLANS= EXISTING 953 S. Frontage Rd. West CLR COLOR A201 PLAN- ENTRY LEVEL PROPOSED Vail, Colorado 81657 CMU CONCRETE MASONRY UNIT G I V I L ENGINEER A2O2 PLAN- UPPER LEVEL PROPOSED tel: 970.476.1147 CO CLEANOUT COL COLUMN -- EAGLE VALLEY SURVEYING A205 PLAN- ROOF gpslarchitects.com GONG CONCRETE P.O. BOX 250 GOVT CONTINUOUS EDAARDS, COLORADO ASOO ELEVATIONS- EXISTING (NO CHANGES) Z DO DOUBLE WALL OVENS DW DISHWASHER c170 cf4�f-140b A302 ELEVATIONS- EAST 0 EQ EQUAL0 0-) 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,ETC) VAIL, COLORADO 81657 LI II - FTG FOOTINGIL GYP GYPSUM WALL BOARD (q70) �f4�fs�f5�l Z GL GLASS/GLAZING <IC0 H.B. HOSE BIB K. HM HOLLOW METAL GENERAL CONTRACTOR V HT HEIGHT NEDBO CONSTRUCTION 111 ty UJ < INSUL INSULATION P.O. BOX 541 q u INT INTERIOR VAIL COLORADO 81, 58Lll �'1 KIT KITCHEN 0170) 845-IOOI 71%, LF LOW POINT11 III MO MASONRY OPENING MTL METALZ L NEC NECESSARY NIC NOT IN CONTRACT <I: 0 CI NO NUMBER .� NTS NOT TO SCALE - OH OPPOSITE HAND OPG OPENING 0III) GENERAL NOTES - •,,, . �p, .- - t� • ',y - �F �x.. ,` µ — (.1 ›-Ic } _ y ��_ I— — PL LAM PLASTIC LAMINATE � . PLBG PLUMBING � . -'.,,,<-;� r�� � , . .. -��=� �_ _ _ *�``'n Y I. CONSTRUCTION TO COMPLY WITH 2015 INTERNATIONAL _ ;>:d !lc. .0'V� - • L D PL PROPERTY LINE RESIDENTIAL CODE AS AMENDED AND ADOPTED _� ° r �` • " „� BY THE TOWN OF VAIL. PLWD PLYWOOD _ ` 2. ALL DIMENSIONS ARE TO FACE OF ROUGH STUD, � • • lk o'e'„ .,-' : '�-_ ..:A .,110 _•' ' *x'11 4'IP"� NN •-•y.; [ ,.,,it,, R RISER FURRING, OR CONCRETE FOUNDATION WALL, t,, = .i s-_ a ••ff 4 r• , at t, 1,a,�- , ,It ', ' RD ROOF DRAIN CENTERLINE OF WINDOWS, DOORS 8 POSTS U.N.O. �• .r1.11 l ( y • i et — REFL REFLECTED 3. CONTRACTOR TO VERIFY ALL DIMENSIONS 4 NOTIFY _ #' iii •al�' _ •' 'e'ti` i` , i- x .4111,:t.,,,•. _'. i“ i H - REQ REQUIRED ARCHITECT OF ANY ERRORS OR DISCREPANCIES ':a.. x-20,46'` - s+4 ,.."` .. ='` $• ' n s 4," .�':/ �; 0 BEFORE BEGINNING WORK. ! REV REVERSE ;,_ ..- N. : -,-;--v ." .,:- -_ _1 . i e J w. RGH ROUGH 4. DIMENSIONS GIVEN ARE SUBJECT TO FIELD �' ?-s '' - �i . �, �' S.g CI • �l RO ROUGH OPENING CONDITIONS AND MATERIALS 8 METHODS USED. ; � .:•_, .* _ �~4. - %., AILp'+ !'_ CONTRACTOR SHALL FIELD VERIFY CRITICAL 8 :: ' RM ROOM ; ' • ' ' wl its` ja- .4.- .... s � {a ::}.s' _ ' . . ,- MINIMUM DIMENSIONS AND CLEARANCES AS x _ REQUIRED BY APPLICABLE BUILDING CODES. -. - ''5'1111 Black Bear Ln . / '+ SEAL SEALANT . - .•s • 4 ' e ,t; t a © Copyright °"�` �� - �'.< .� - � � r� ' Y •� � 1 GPSL Architects,P.C.. • _ .r A' s ;: a All Rights Reserved 5. DO NOT SCALE DRAWINGS. CONTACT �. •I 4= :?.�; SHT SHEET • ,r > e ARCHITECT FOR ANY DIMENSIONS MISSING OR r`" `t •,: SIM SIMILAR ILLEGIBLE. '. - do `'" �:�• , "�': F 11 . 14,-. .. �; � f .+_ .: : This document and the ideas SOG SLAB ON GRADE and designs incorporated b. FOOTINGS TO BE BELOW FROST LINE 8 ON :•, . `p - a-� ,. 5111 BLACK BEAR LANE herein,as an Instrument of SPEC'D SPECIFIED " 'T _ ;l '. ' - �`_`.,„40, professional service,Is the UNDISTURBED SOIL RE. STRUCTURAL DRAWINGS. �s; �' ' �r " ' ,�►', , _ _ it ISINGLE FAMILY RESIDENCE property of GPSL Architects,P.C., CONTRACTOR TO VERIFY FOOTING CONDITIONS 8 � " ' 4 ' ° !' ; "' and is not to be used,in whole SPECS SPECIFICATIONS � ' �� -� d„ �Y, or In part,for any other project ' n without the written authorization STD STANDARD DEPTHS. `w a.. y r * �wr ', •;,. `.� ,R- of Henry R.Pratt or Sidney Schultz. STOR STORAGE 7. ALL INTERIOR AND EXTERIOR PARTITIONS ARE w`-'� . sN. �- ' .s, ' =�;"; -� TO BE 2 x 0 NOMINAL FRAMING UNLESS NOTED r OTHERWISE. ¢ + LOCATION FLAN T TREAD :� :i.: 4 # ;, Y. ,4. r ,t'' ' : :: is TEL TELEPHONE S. ALL INTERIOR AND EXTERIOR PARTITIONS ARE '' '' '1:: I, : ' ' NO SCALE fr ,� Google Earth TO BE INSULATED W/ FULL DEPTH INSULATION ` L'' ` . ' - / ' IN Date: THK THICK/THICKNESS x' _- W x, Y 2 DEG 2016 - U.N.O. SEE PROJECT MANUAL FOR REQUIRED ;F, - • ' 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 ACOUSTIC INSULATION. ROOF INSULATION TO BE EARTH CMU Ex -k FLOOR OR © 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 5/8 " TYPE 'X' GYP (O©OS ELEVATION �/ �B VAULTED w/BEAMS Pall SYMBOL I I U.N.O. t 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 G CARPET 8 PAD L LIMESTONE TILE GP TEXTURED GYP GP TEXTURED GYP iiii HOLLOW MTL PEW 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 WG WATER CLOSET TYPE INSUL GLAZING WITH MIN I) VALUE < .30 AS AM DETAIL NO. T TILE M wooD s sLUGGo S STUCCO W/D W— ASHER/DRYER REQUIRED BY TOWN OF VAIL. RGH STUD ® WALL TYPE Tar SHEET NO. v VINYL T TILE T TILE W WOOD W WOOD W WOOD W.H. WALL HYDRANT II. SEE LANDSCAPE AND/OR CIVIL PLANS FOR '-- ____ PROPOSED _ _ EXISTING WT WEIGHT EXTERIOR AMENITIES AND SITE CONSTRUCTION. 3 STEEL FINISH WOOD CONTOUR CONTOUR . PROJECT INFORMATION GRFA CALCULATIONS PROPOSED: ALLOWABLE: 5,5 8.57 SF GRFA: BASEMENT = 10013.1,6 SF EXISTING: 1, SS 0%9 BASEMENT CRPQ17, - �� 10.GIB SF (NO CHANGE) GRFA: BASEMENT = 10/3.1,67 SF GRLESS 300 SF GARAGE CREDIT = 2FA: ENTRY LEVEL = 323.08 SF 23.08 SF Sheet Number, qq' BASEMENT GREDLT _ 10.013 SF LESS 300 SFEHUS GARAGE CREDIT= 2023.08 SF GRFA: ENTRY LEVEL = 2408.57 SFGRFA: 2nd FL 81.x4 SF LESS 300 SF GARAGE CREDIT = 2108.57 SF _ LESS 300 SF EHU GARAGE CREDIT= 1808.57 SF <� LESS 538.13 EHU CREDIT = 1753.81 SF (NO CHANGE) A 0 0 0 GRFA 2.nd FL- 281-.."14 ` F. - ' -" - PROPOSED GRFA 3,787.82 SF LESS 538.13 EHU CREDIT = 1753.81 SF EXISTING GRFA 1 3,573.31 SF r RATIO NEW GRFA / EX1ST IG: 214.51 / 3575.31 = 6.O% _ 1 COVER SHEET