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HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 2 LOT 50.pdf S T R U C T U R E S architecture & planning ■ ■ ■ P .O. Box 5211 V e i I , C o I o r e d o 8 1 6 5 8 E 5 60° 1410Gj1 {.1 P H O L- 3 0 3 . 9 2 1 5 7 F A 3 0 3 9 2 P 5 2 5 8 R I M � I B R E N T A L M A R C H I T E C T 1 COLORADO # C-4074 S T A M P : 11 r 1 I 1 , I 1 I � Notes : � • 1 ; 1 � 1 � I I -? Revisions Date - -- - _ I- - -' i N oF= h - - — - - - - - - - -- t/ ! - 0 I „ - i if i I T_ Consultant : 1 1 � I Consultant Stamp :. ' __ cl ' = — �I I � ' � I I ; ', � � - - I-Itl.� tt,e•e1. ll1'�£ R � � 1 i r � � � Project : BARTLETT RESIDENCE Lot 50, Vail Village — -- _ • , , West #2 Vail, Colorado it I I - - - - - - -- --- I mow • � �1-- -- -- - - -- - - -- - � i thl'IlJ F _ 1 I — — Sheet Title : LEVEL TWO _ _ - - - - - - - - - - - - - - - FLOOR PLAN Date : � � � r � Drawn By : 1 — _ � � Sheet Number : 7" A = 3 sl-4 S T R U C T U R E architecture & planning ■ ■ ■ P.O. Box 5211 Vail , C o l o r a d o 8 1 95 8 N P H O N E 3 0 3 9 2 6 . 5 2 5 7 F A X 303 . 926 . 5258 N BR ENT ALM A R C H IT E C T COLORADO # C-4074 S T A M P : Notes : Revisions Date -i - T - 0 I h VA4-j ITr j s Consultant : Consultant Stamp : i Project : pp BARTLETT RESIDENCE w Lot 50, Vail Village West #2 Vail, Colorado Sheet Title : LEVEL THREE FLOOR PLAN Date : eo�. , b , 1 Scale : VAer' z Drawn By : ZZSheet Number : A = 4 S 'i R U C T U R E S of architecture & planning P.O. Box 5211 V a i l , C o l or a d o 6 1 6 5 8 1 ■ SOL \ J / T P H O N E 3 0 3 . F A 26 X 5 2 5 7 \ ` � 3 0 3 . 9 2 6 . 5 2 5 8 C BRENTALM E T ` 1 A R C H T T COLORADO >t C-44 074 Akiy • � + -• .— _ :1-__ " may. kFJ NA s R'1 . ... kW • ` I Notes : I / -4 I _ . 2 t.J C%FGK \ ' 3 �- Revisions Date 4-a qt) df f�< Kv7, y I 04d* }J -la — i' -' � � 3 9D , 3 Q T ; 9 P►II-I I NG l LL Va/ -- - e -- - +4� — Consultant : t 9c VIP Consultant Stamp : � / ' _ - - - __ — - _ _ _- — — ' ' 3� � G/ih� l-'lot-� NA{ '1{' �/'I'�+-IIG„p•4. i�f''�' tS�U�I--! • 4�I2;- 11201''IULOII�"lr= 1 P r o j e c t 4a7l BARTLETT _ _ - - _ -2" I o 4�.t�l.. , RESIDENCE Lot 50, Vail Village West #2 Vail, Colorado �-n I /D � ) � I '�1 1 - �1' �OL} 6� CL ,•^� 1 0 1 - Lo Irl1-�E6 S h e e t T i t l e : 5 T �, L SITE PLAN s sul�.d`T' rJol-� I� r � I- l`'louti-r�. l I� Date : el- ' gir Cliij Scale : G Drawn By : Sheet Number : 3 � Am 1 _ . ••fi M' v , ' t a a • ., 10 + ' ase I� M P N ;1 c 70w d / 8 5 +-. 7 ana F R E N T AIL M !: C k i T E C T C :Lt , PRDC k C - 4074 S T e. tit u cfJ•• Notes : 1 ` SOS / I _ _ ? O P�UL� 1Z � Revisions Date — 1 ' (� • 1 _ — s = Consultant : fYb l� Consultant Stamp : ire Project : 4:P1' N BARTLETT ' RESIDENCE 90 Lot 50, Vail Village f = West #2 Ci. � , --•._ � •� — — — . — — _ ,— — � Vail. Colorado , 94 too _ — IV1 lo* �cn Sheet Title : — _ COVER SHEET INDEX �p J Datc : ScAie : Drawn By : h e e t N u m b e r 0a A = O ST R U C T U R ES architecture & planning N ■ P.O. Box 5211 Vail , Colorado .; 81 658 . P-K I* t 6 P H O N E 3 0 3 . 9 2 6 . 5 2 5 7 F A X �. r1 IIT � 303 . 926 . 5258 BRENTALM A R C H I T E C T -- _ �� COLORADO d C-4074 r S T A M P: -'LE I[[ - - - ��� �� _ --- - � 6�. 1TtPSi► ln.6v, r 1 • - _ Note s fi Revisions : Date _ la l S 7' �% � � � / f� T I • 1.1 Consultant : 1 Consultant Stamp : i 1✓LE�/- 1 \ --- -- Project : BARTLETT RESIDENCE Lot 50, Vail Village L ,vi e 6^��- - v Vail, Colorado r -- - I I , S h e e t T i t l e EAST & WEST ELEVATIONS T I � Date : e;� , � f� - aie Dr : Drawn By - Sheet Number L Y T I h - - r S T R U C T U R E S architecture & planning NC"L � � PLfv "lar—J r, —�— — - - - C S_ d P.O. Box 5211 �- -i Veil , Colorado /t 87 658 �Kl�f C�4 I ' - - -- 7 3 0 3 . 9 26 5 2 5 7 A X 1 303 . 928 . 5258 Pi --- . - - /SID ' —Ir F�-• �s; A, rJ �_ � --- --- --4, s . B R E N T A L M A R C H I T E C T ALL CA M P : rte' �-- D p -407 l.�-etrr�T I r:' :_I - - _0E STAMP : Ev enL T W a EtL_-✓ — N L ' i 1 w 1 1 . F ! Revisions : Date - - - _ — � r �_ - •� - - III �� �It �� - _ - - -�'_!' �I_ � � � - - - �° IS — — — — — — a ; �' -- - � ; -i! � _ .. ✓� � cow � -�A 02 Consultant : Consultant Stamp : �5 L -_-- - -=_ -= - - -= J — s , Id14 I r �� Project : r' BARTLETT RESIDENCE i _ l� Lot 50, Vail Village F-1 -- 11 West #2 Vail , Colorado E7 L I' - I I ' I I S h e e t T i t l e NORTH & SOUTH L ELEVATIONS D at e O Scale : — ^ • Orawn By y : 4 S h e e t N u m b e r L A = 5 S T R U C T U R E S architecture & planning ■ ■ ■ ■ P.O. Box 5211 V a it , Co l or a d o 8 1 6 5 8 ff>' = 9 PHONE S 5o 14 oro � W rn ?g - - - -- _ - - - - -- + 1 - - SG GFCrZ 303 . 926 . 5257 F A X IoZ . I BRENT ALM A R C H I T E C T i d I - COLORADO # C -4074 to I o I I I STAMP : IAN ' I I , I � � ' Note s I � I , f I - - - - , - + Revisions Date - � r R�TA-INIf-u. i it � of U Lp Q 5 ,j2 Consultant : C � LI J it Consultant Stamp - , I i � Sides i , I I / GZ3. It r t I , Project BARTLETT RESIDENCE Lot 50, Vail Village - - -- -- -- — - - - West #2 � ', - ---- Vail , Colorado r � 61 I Sheet Title : LEVEL ONE FLOOR PLAN � 00or A3�. Scale : L f L © H f r 1"w Orawt Sheet Nu u mber : A = 2 Z{ a 8os� � 6 Q/ 0'( / °6 LOT 48, � l//L L A GE FILING NO. 1 ell, T.O.W. = 8059.72 �T.0.W = 8062 80 GRAPHIC SCALE O tU 0 9 10 20 40 K TO.W. = 8062.62 ,�-__ / / / / X09 1 446 ,i / \ ®PEAK ELEV. 8 87.6 / / / / / ( U1 FEET ) ti / EXIS7NG ASPHAL T ORI VE / \ \ / / / / / 1 inch = 10 ft. <. CONTOUR IN TER VAL = 2 FEET V y r.o.w. - 8062 J6 EX/S77NG HOUSE FIN. FL. ELEV 846,x,6l LEGEND g r EXISTING GROUND CON TOUR t ®PEA V = 8087.64 / / / / / LOT 49, B'!d' 6" WA TFR LINE VAIL VILLA GE WEST O SANITARY SEWER MANHOLE � F/LING NO. x EX/STING FENCE LOT 50 —uE UNDERGROUND ELECTRIC 10,159, sq. ft. 0.233 acres `�,�,\ GAS LINE � BUR/ED U TILI T/ES L OCA TIDNS ARE TAKEN FROM � °9 A S—BUILT MAPS SUPPL IED B Y THE UTILITY X01 �, / / / / 6� X09 ���\ COMPAN/ES. ALL L OCA TONS ARE APPROXIMATE. LOT 49 I � o �- �o .�� LOT 6, BASIS OF ELEVA TION. � HIGHLAND MEADOWS NO. 2 MH# A—148.2 RIM ELEV. = 8058.4,E INV. ELEV. = 8048.53 s } NO TE.• A CCURACY OF SUR VEY LIMI TED B Y SNOW CO VER. h lip rim / a / /, Duane Fehringer, a duly registered /and surveyor in the `;; State of Colorado, do hereby certify that the survey shown hereon =: was done by me or under my direct supervis/on and the hor/zontal and vertical meosurements ore accurate to the best of my T®W 1 V I knowledge and belief. 3 A. . BY - - .....,.. ..-- .--------------�, :T , �'..- --- Duane D. re7ringer 6c DATE REVISIONS P. O. BOX 978 � ���y��¢$. • SiilTE- 1U' 0077 METCALF ROAD 7420 VAIVI c VFSET r AVDN• COLO. 81620 L-AKEw0 J 0L; OUL 802): it (Ja3) 949-5072 •ue • (3U3j 7 3_ Ak j NOACE.• According to Colorado low you must commence TO /_l q a DESIGNED BY. / I ,A/ ' 4J✓£L'T h'0u any legal action based upon any defect in this survey , l 7-0p any PHI CAL I/A P with/n three years after you first discover such defect DRAPW 8r. In no event, may any action based upon any defect /n * MM LOT 50 this survey be commenced more than ten years from --- the date of certlflcatlon shown hereon. CHELXED er. LOT VILLAGE WEST FILING NC. 2 ScA`E.- _ 1 0.D.F. TOWN OF VA IL, 1 t7�D doCK OJI EAGLE COUNTY, COL ORA LJ C 276 pg.36 f;,- i 1 I I i I 9I i '1 I o j FENCE LOT 48, VAIL VILLA GE WEST GO FILING NO 1 00 TIMflER WALL 6 S TORY ME WOOD � RA L 9, VAIL �ILLA • GE WEST / FILING NO 1 ��. LOT 50 f LOT 49 �° �' a ��0 I i LOT 6, HIGHLAND MEADO N✓,S NO. 2 I I f p p a TOWN OF VAITI 1 -------------------------.DATE I DATE REVISIONS NOTICE According to Colcrado law you must commence P. p. BOX 978 • SUITE 101 077 METCALF ROAD inter- oun 1420 VANCE STREET any l€gal action based uocn any defect in this survey AVON, COLD. 81620 LAKEVpOD, COLA, 80215 (303) 949-5072 EngineeringLt& (303) 232-0158 within three years after you first discover such defect. ocsam er. ��� In no event, may any action based upon any defect in S/TE PLAN 927so s i this survey be commenced more th cn ten years from DAW r9%lk the date of certifica Lion shown hereon. DPK LOT 50 12128192 CHECKED er. �: DD F VAIL VILLAGE WEST FILING NO. 2, /„ _ /o- "!`°'°" 019f TOWN OF VAIL, EAGLE COUNTY, COLO. / OF / S T R U C T U R E S architecture & planning ■ ■ ■ P.O. Box 5211 V a i l , C o l o r a d o 8 1 6 5 8 0 P H O N E I � IHjI I t�Y�7� � 303 . 926 . 5257 PROJECT : � � � � � SG ~ � - h V F A x 3 0 3 . 9 2 6 . 5 2 5 8 Bartlett Residence Mark LOCATION SIZE ( W X H ) REMARKS TYPE HINGE Quan. Location Mark 6 - 0' ( FROM EXTR. ) Walls s'- o Remodel & Addition 3 ;- B R E N T A L M A # 101 Garage 2 ' -0" X 2 '-0" Casement ( 1 ) L, ( 1 ) F 2 West A A R C Hl T E C T A # 101 Garage 2 '-0" X 2 ' -0" Casement ( 1 ) L, ( 2 ) F 3 North A 2'- 00 o COLORADO u C-4074 C # 106 Storage 3'-0" X 3'-6" Egress Unit Casement Left 1 West C v S ~P�� 4 colO q LOCATION : B # 108 Exterior Foyer 2 '-6" X 4' -0" ( 2) Casement Left/Right 1 North B '" , r- O Lot 50 , Vail V i I I ag a West D # 201 Living Area 3 '-0" X 5' -0" ( 2) Casement Left/Right 1 West D 2--0• X 2'-0' Q 2'-6' X a'-00 (2) 0 3'-0' X 3'-6• Q 3'-0' X5'-0' (2) ENT ER Filing # 2 E #201 Living Area 2 '-0" X 3 '-0" Casement Fixed 1 West E A F #201 Living Area 2' - 10" X 3' -6" ( 2) Casement Left/Right 1 South F J' ew 4 Vail , Colorado G #201 Living Area 2 '- 10" X 4' -0" ( 2) Casement Left/Right 1 North G H #201 Living Area 5'-8" X 2 '-0" Casement Fixed 1 North H V E #201 Living Area 2 '-0" X 3'-0" Casement Fixed 1 North E �Sfp q RIZ; I Casement Fixed 1 North ' ' q 11 I < # 201 Living Area T-0" X 4'-0" S B � ARCHITECT : t I #202 Kitchen 31-01' X 4' -0" Casement Right 1 North I N o t e s : 5'- e' Structures , F #203 Dining 2'- 10" X 3'-6" ( 2 ) Casement Left/Right 1 South F ' Architecture & P l a n n i n g 1 #205 Bath 31-0" X 4'-0" Casement Right 1 North I LJ Brent Alm , Project Architect J #206 Bedroom 3 '-0" X 4'-0" ( 2) Egress Unit Casement Left/ Right 1 North J E n 2'-0' % 3'-0' F 2'-10' X 3'-6' (2) Go 2'-10' % 4'-0' (2) NO S'-B' % 2'-0' P . O . Box 521 1 F #206 Bedroom 2 '- 10" X 3 '- 6" ( 2) Casement Left/Right 1 East F Vail , Colorado F #207 Bedroom 2 '- 10" X 3'-6" ( 2 ) Egress Unit Casement Left/Right 1 East F K # 301 Master BR 3'-0" X 5' -0" Casement ( 1 ) L, ( 1 ) R 2 South K r 3 ° Revisions Date L # 301 Master BR See Elevation Picture Fixed 1 South L 6'- 0' Q STRUCTURAL ENGINEER : M # 301 Master BR See El X 5n ( 2 ) Casement Left/Right 1 East M — 0 # 301 Master BR See Elevation Picture Fixed 1 East 0 104- 0• N #302 Closet 2 ' 6" X 3' 6" ( 2) Casement Left/Right 1 North N KRM Consultants , Inc . No Murrrtas A N #304 Master Bath 2 '-6" X 3 '-6" ( 2) Casement Left/ Right 1 North N THIS UNIT Q P . O . Box 4572 M #304 Master Bath 2'- 10" X 5'-0" ( 2 ) Casement Left/Right 1 East M Vail , Colorado P #304 Master Bath See Elevation Picture Fixed 1 East P — lO 3'-0' X 4'-0' C' 3'-0' X 4'-0' (2) @ 3'-0' X 5'-0' © CUSTOM Q 5'- 6' S'- 0' 12 12 \ Consultant : NO MUM.JS NO MUNTINS v' '\ ' ' \ , THIS UNIT ` THIS UNIT O 2'-10' X5'-0' N2'-6• XW-6- (2) OO CUSTOM © CUSTOM Consultant Stamp : INDEX . TO DRAWINGS Pr01ect : A - 0 Title , Index BARTLETT RESIDENCE A - 0 . 1 Outline Specification Lot 50, Vail Village A - 1 Site & Grading Plan DOOR SCHEDULE Townut Vail Community West #2 Development Vail , Colorado MARK LOCATION WIDTH HEIGHT THICK . TYPE HRDWR . WALL REMARKS HAND. MARK Plan Build Health Fire A - 2 Level One Floor Plan THICK . 1 # 101 Garage 2 ' - 10 " 6 ' - 8 " 1 3/4" SC VFY. 5 1 /2 " 20 Min. Rating W/ Closer RH 1 approved ❑ (4 ❑ A=3 Level Two Floor Plan 2 # 108 Exter. Foyer 2 ' - 10 " 7 ' - 0 " 1 3/4" SC, w/ GL Entry 5 112 Vfy. type of entry door RH 2 Denied 0 0 ❑ TIJlimn Of Vail 3 # 105 Foyer 2 ' - 8 " 6 ' - 8 " 1 3/4" SC, w/ GL Entry 5 112" Vfy. size with exist. door LH 3 ^ COPY A-4 Level Three Floor Plan 4 # 102 Utility 2 ' - 8 " 6 ' - 8 " 1 3/8" Existing Door Passage 3 1 / 2" Reuse exist. dr, new jamb LH 4 0q:1 ,E cop ` 5 # 104 Closet 2 ' - 6 " 6 ' - 8 " 1 3/8" Masonite, 6 nl Passage 3 1 /2" LH 5 Validity of Permit t V p g Sec. 303 (c) 19 U . B . C . A - 5 North & South Elevations 6 # 106 Storage 2 ' - 8 " 6 ' - 8 " 1 / 211 1 3/8" Masonite, 6 pnl Passage 3 Pocket Door 6 rh.: r ;siiance or granting of a permit or approval of plans ane 6a # 106 Storage 2 ' - 6 " 6 ' - 8 " 1 3/8" Existing Door Passage 3 1 /2" Reuse exist. door LH 6a Lc':iim)s snail not be construed to be a permit for, or an New jamb, change swing c;o: .I cf , any vi lation of any of the provisions of this code A = 6 East & West Elevations o o- ' cd up7n pla , the jicati ns an The nuance at 7 # 103 Mech. 2' - 6" PR 6 ' - 8 " 1 3/8" Existing Doors Passage 3 1 / 2" Reuse exist. doors from LH / RH 7 orsrd upsn pans, specifications and r ; .ata shat ' bedrooms on level two rr ent the tiI ' 1g official frrm t"P g the oI at errars In said plans, spb(, i canons and onTP A = 7 Sections 8 # 101 Garage 16 ' -0 " 8 ' - 0 " 1 3/4" Masonite Overhead 5 1 /2" Wood Grain, Stained 8 Details 9 # 204 Bath 2 ' - 4 " 6 ' - 8 " 1 3/8" Masonite, 6 pnl Privacy 3 1 / 2" RH 9 10 #206 Bedroom 2 ' - 6 " 6 ' - 8 " 1 3/8" Masonite, 6 pni Passage 3 1 /2" LH 10 Sheet Title : S - 1 Foundation Plan 11 #207 Bedroom 2 ' - 6 " 1 / 211 6 ' - 8 " 1 3/8" Masonite, 6 pnl Passage 3 RH 11 COVER SHEET Garage/Entry Roof Framing 12 # 205 Bath 2 ' - 4 " 91 6 ' - 8 " 1 3/8" Masonite, 6 pni Privacy 3 1 /2RH 12 13 #302 Closet 2 ' - 6 " 6 ' - 8 " 1 3/8" Masonite, 6 pni Passage 5 1 /2" RH 13 INDEX Main Level Framing Plan 14 #302 Closet 2 ' - 6 " 6 ' - 8 " 1 3/8" Masonite, 6 pni Privacy 3 112" RH 14 15 # 303 Toilet 2 ' - 6 " 6 ' - 8 " 1 3/8" Masonite, 6 pnl Privacy 3 112" RH 15 $ ' 2 Upper Level Framing Plan 16 #304 Master Bath 2 ' - 8 " 6 ' - 8 " 1 3/8" Masonite, 6 pni Privacy 5 1 /2" RH 16 Roof Framing Plan 17 #304 Master Bath 2 ' - 2 " 51 - 6 " Safety Glass RH 17 Date : 1 18 #301 Master BR 2 ' - 8 " 6 ' - 8 " 1 3/8" Masonite, 6 pni Privacy 5 112" RH 18 S c a I e : 19 # 301 Master BR 2 '-6" " y PR 7 ' -0 " 1 3/4" Clad French Lockset 5 1 /2 4 panels, 2 sliding or Vfy. 19 D r a w n B S-3 Foundation Sections : StrueturaDetails hinged, 2 fixed 20 # 201 Living Area 2' - 10 " PR 7 ' - 0 " 1 3/4" Clad French Lockset 5 1 /2" Sliding or hinged Vfy. 20 Sheet Number : S4 Foundation Sections Structural Notes A = O M S T R U C T U R E S architecture & planning DIVISION 1 : GENERAL REQUIREMENTS ■ ■ No 01000 General Condition& DIVISION 6 : CARPENTRY , WOOD & PLASTICS DIVISION 9: FINISHES - P. O. Box 5211 AS PER THE OWNERS REQUEST, THE ARCHITECT HAS 06100 Rough Carpentry 09220 Stucco v a 18 1 6 5 8r e d o PRODUCED A " BUILDERS" SET OF DRAWINGS AND SPECIFICATIONS. THE ARCHITECT HOLDS NO LIABILITY See structural plans, notes and details for framing material requirements. Stucco to be Dryvit with integral color #1 (off white). IN FOR CHANGES MADE BY THE OWNER DURING CONSTRUCTION , AND SHALL NOT BE RESPONSIBLE All exterior trim to be stained with solid-body stain, colors to be approved by Dryvit to be on 1 " styrofoam board . All windows to have two layers of styrofoam at Owner. head of the window (see elevations) with integral color #2 . P H o N E FOR APPROVAL OF ANY CHANGES MADE BY THE 303 . 926 . 5257 OWNER , THE ARCHITECT SHALL NOT HAVE CONTROL Soffit to be 1 X 6 T & G . All outside corners to be radius. Dryvit to wrap to doors and windows at head & F A x OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR jamb. 3 0 3 . 9 2 6 . 5 2 5 s CONSTRUCTION MEANS, METHODS , TECHNIQUES, Deck columns and railing supports to be 6 X 6 R. S. Fir. SEQUENCES OR PROCEDURES, OR FOR SAFETY Wood decks to be 2 X 6 Redwood construction common, visually selected for 09250 Gypsum Board ■ PRECAUTIONS AND PROGRAMS IN CONNECTION WITH appearance. Decking to be sealed with Thompson's Waterseal as per THE PROJECT. manufacturers specifications. All drywall to be 5/8" thick . Use 5/8" Type "X" on all walls and ceilings of garage. B R E N T A L M A R C H I T E C T 06200 Finish Carpentry All bathroom walls with the exception of those receiving tile, shall be moisture COLORADO # C -4074 ALL WORK SHALL COMPLY WITH THE UNIFORM jUILDING CODE (1991 ) OR Interior trim to be per the Owners Specifications. resistant drywall . CURRENT ADOPTED CODE AND WITH ALL LOCAL CODES AND ORDINANCES. All Walls receiving tile shall be "Wonder-Board" or Dura-rock. STAMP : Closet shelving : All closets to have particle board Super-shelf , supported by 1 X ALL ELECTRICAL WORK SHALL COMPLY WITH THE ELECTRICAL CODE AS ledger. Closet to have 1 1 /4" dia . wood pole with wood sockets. Support poles on All outside corners to receive Bead X radius comer bead. AMENDED BY THE LOCAL MUNICIPALITY. 4'-0" centers . All wood to be painted . ALL PLUMBING WORK SHALL COMPLY WITH THE PLUMBING CODE AS Interior railings at Level One/ Level Two Stair to be 1 112" round and installed on Garage to recieve full one-step finish. AMENDED BY THE LOCAL MUNICIPALITY. one wall of the stair as per code. Railing Design for Level Two to Level Three TED. 09300 Tile VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. DIVISION 7: THERMAL AND MOISTURE PROTECTION Ceramic tile to be per the Owners specifications. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO FACE OF STUDS. 09680 Carpet VERIFY ALL ROUGH-IN DIMENSIONS FOR DOORS AND PLUMBING. 07010 Roofing Carpet to be per the Owners specifications. Roof to be Standing Seam Metel , as approved by the Design Review Board . N o t e s ALL INTERIOR FRAME PARTITIONS TO BE 2 X 4 AT 16" O.C. AND EXTERIOR 09900 Painting FRAME PARTITIONS TO BE 2 X 6 AT 16' O.C. UNLESS OTHERWISE NOTED. Provide continuous soffit venting as required by code. Underlayment to be 30# fell over the field. Bituthene Ice and Water Shield to be All paint colors to be selected and approved by owner. ALL DRYWALL IN THE SHOWER AREA SHALL BE WATER RESISTANT. installed at ridges and valleys per code. All interior trim to be Semigloss enamel. EXTERIOR WALL SHALL HAVE A VAPOR BARRIER, BE INSULATED (R-19 OR 07150 Damproofing BETTER), SHEATHED WITH 112" WAFER BOARD, COVERED WITH BUILDING All interior drywall to be painted with latex interior flat enamel. PAPER (TYVECK OR EQUAL) AND FINISHED AS PER OWNERS Apply dampproofing to all foundation below grade to within 6" of final finish grade. All drywall in bathrooms to be latex interior semigloss enamel . SPECIFICATIONS. 07190 Vapor Barriers Exterior trim to be stained with solid body stain. SHOWER DOOR AND SURROUND SHALL BE SAFETY GLASS, Install 4 mil. polyethylene vapor barrier over all exterior walls and ceilings. R e v I a I o n s : Date INTERIOR WALL FINISH AS PER OWNER SPECS. Tape all joints as required. Q I CONTRACTOR TO VERIFY ALL SERVICE LOCATIONS WITH LOCAL Install 6 mil ._polyethyiene vapor barrier below all 'slab on grade' locations (except DIVISION 15 : MECHANICAL MUNICIPALITY. CONFIRM LOCATION OF METERS. driveway) . Tape all Joints as required. Q 07200 Insulation 15050 Mechanical & Plumbing - Rough DIVISION 2 : SITEWORK Exterior walls to be R- 19. Subcontractor to provide all material, labor and incidentals to install the complete Q plumbing system whether specifically stated or not to make the required mechanical 02100 Grading , Excavation, Backfilling, Foundation Drains Floors over crawl space and garage to be R- 19. systems complete and operational. Roof insulation to be R-38. All work shall be executed and inspected in accordance with the Uniform Plumbing _ Code, public utilities, state and local codes and regulations applicable to the trades Verify all contour and grading information. Architect to be notified of substantial changes in the proposed grading plan. All interior walls to be insulated for sound . affected . Such codes, where applicable, shall take precedence over these plans and specifications. Q Remove & store top soil as required . Excavate to elevation shown on drawings. Apply 1 1 /2" ridged insulation tight to foundation at all locations. Bottom of footing must be on sound, undisturbed soil. Any over excavation under Subcontractor shall consult with local utility companies and agencies and shall footings will require concrete fill. Sill sealer to be continuous at all sills . extend domestic water and sanitary sewer. Service shall be Installed in strict accordance with rules and regulations of these local companies and agencies. Install foundation drains at perimeter of all foundation walls. Bed in washed gravel All cracks 112" or wider in floor, window or door assemblies shall receive foam Include all fees for permits and connections related to this work in base bid. Consultant and protect installation from backfill with Mirafi 140N fabric laid loose over crushed sealant . I rock. Pipe shall be laid with a positive slope throughout its entire length. Secure and pay for all permits, fees , taxes , licenses and inspection in connection with the mechanical work. Upon completion of work, Contractor to furnish the Foundation drains to be 4" corrugated plastic perforated drainage tubing . Use 07600 Flashing & Sheet Metal Owner with a certificate of inspection and final approval of the local inspection appropriate fittings at all joints. Terminate at 2' X 2' X 3' rock pits. authority. All flashing at decks to be paint-lock. Backfill foundation with excavated material. At 'slab on grade' locations fill material Guarantee all materials and workmanship for a period of one ( 1 ) year from time of shall be laced in 8" loose lifts and shall be dampened and thoroughly compacted at All roof flashing to be paint-lock. final acceptance. Repair or replace, at no expense to the Owner, all defects due to p p g Y p fault materials orworkmanship. Consultant Stamp : each lift . Fill material at these locations shall be compacted to 90% standard proctor Y density. Mechanical caps to be paint-lock or Owner approved material . See structural plan notes for further backfill requirements. 07900 Joint Sealers 15400 Plumbing - Fixtures All caulking materials shall be single component primeless, non-sagging type , gun Provide floor drains in the Garage & Mechanical Room. DIVISION 2 : SITEWORK grade, color to match adjacent surfaces as close as possible utilizing standard colors. Plumber to size hot water heater based of heating system and size of the house. 02900 Landscaping The plumbing fixtures to be per the Owners specifications. Landscaping to be per site plan. DIVISION 8 : DOORS & WINDOWS 15500 Ventilating All disturbed areas of the site are to be re-vegitated with mix of native grasses and 08200 Interior Doors Provide Nutone OT-80 exhaust fans in Master Bath #304 & Toilet #303. P r o j e c t wildflowers. 6' Provide ventilation at kitchen b code. BA RT L ETT All interior doors to be 1 1 /2" X -8" Masonite, solid core, with panel design All plant materials to be backfilled with one part peat-moss to two parts topsoil or as approved by Owner. stove as req. Y RESIDENCE with wire mesh as re Verify foundation vents as required code @the existing crawl space. Cover per the Subcontractors recommendations to ensure plant materials will live. 08360 Overhead Doors q. by code if necc essary. R E M O D E L All deciduous trees to be staked with two steel "T" stakes and guyed with #12 gage Lot 50, Vail Village wire and nylon straps. Garage doors to be flush, wood grain, stained . West #2 08600 Exterior Doors & Windows DIVISION 16 : ELECTRICAL Vail, Colorado DIVISION 3: CONCRETE All exterior doors & windows (unless otherwise noted ) shall be as per the window schedule. All to be similar to sizes on the door & window schedule. Windows to be 16050 Electrical - Rough factory glazed with manufacture's standard low "E" double glazing. Windows shall 03300 Cast-in-place Concrete ( Foundation) conform to high altitude standards and shall be so certified. Cladding to be standard Subcontractor to Provide all material, labor and incidentals to install the complete manufacturers color. electrical system whether specifically stated or not to make the required electrical See Structural plans, notes and details for all structural concrete requirements . systems complete and operational. All operable windows to include screen and weatherstripping . Interior of the windows to be stained . All work shall be executed and inspected in accordance with the National Electrical 03301 Interior Concrete Slabs Code, public utilities, state and local codes and regulations applicable to the trades Provide tempered glass as required by code . affected. Such codes, where applicable, shall take precedence over these plans All interior concrete slabs to be reinforced as per the Structural plans and to have and specifications. smooth trowel finish unless otherwise noted. Tolerance to be 1 /4" in 10'-0". Slope 08700 Hardware garage slab as required. Subcontractor shall consult with local utility companies and agencies and shall All hardware to be as per Owners specifications. extend the required electrical service to the residence. Service shall be installed in Interior slabs to have vapor barrier. strict accordance with rules and regulations of these local companies and agencies. 08810 Glass & Glazing Include all fees for permits and connections related to this work In base bid . a 03303 Concrete Driveway Mirror glass to be installed at Master Bath vanity. Secure and pay for all permits, fees, taxes, licenses and inspection in connection with the electrical work. Upon completion of work , furnish the Owner with a ��'' ` y / /� S h e e t T i t l e Driveway to be reinforced with 6 X 6 welded wire mesh and reinforcing fiber. Shower doors to be clear glass with frame finished as per Owners Specifications. certificate of inspection and final approval of the local inspection authority. ' ` � ./ )I N O i' V A II Concrete to be colored with Davis: San Diego Butt #5237 (or owner approved OUTLINE color) and to have a brushed finish. Provide control joints in a 10 X 10 grid . Provide tempered glass as required by code. Guarantee all materials and workmanship for a period of one ( 1 ) year from time of SPECIFICATION final acceptance. Repair or replace, at no expense to the Owner, all defects due to n ` I faulty materials or workmanship. BY _.. .-- ... — . ...... -- D. T _ ..1..? DIVISION 5 : METALS 16500 Lighting and Other Fixtures 11 05100 Structural Metal Framing See Electrical Plans for all fixture requirements. D a t e : 1, s.! 1�I I+4 3 See structural plans , notes and details for all structural steel requirements. 16720 Alarm & Detection Systems S c a l e Provide smoke detection as required by code. D r a w n B y S h e e t N u m b e r A = Om 1 Tr r i C r m / 'i 6MT CT k I S T R U C T U R E S `Xl`YT1M4 "' ' , " t l.c'C-/TTION r architecture 8 planning aj`�✓(gs Gtih'� 1-'loi- I I►l4}�I{°' ��?+-IIG?-L I I '� U� �- 5 QT c. v E ■ ■ S t? kt�r-11 t f�cr� T. G . y _ PoFi t= yY t f.1 T�r1�t N •CPcI N ■ . ? '+44, - iP 1 � L E+ 1� � ►� �G-R + NCA YL• ? Lv q7 - �- t -rR�•}`IUlolt�-L✓ ) ,� �,U % LoN?vu «e. ItitFolR-r^F'endN Ti4�t-�-r ! P. O. Box 5211 N ,,v,�' / 6 t 6" 5 6 "Bru �` � t 1' r�L IP. I ✓ / "` 4 �f�+n svP +/ V a i I , C o l o r a d o �I f+�l-�l� F �f` l l b --- ,/ , �� :NTC-tav�v C ►�t n� c-�-1601 �.►�,1.:�, VittP"l Y Zl f'�f�-t-� IT l. l.� rootF41T1 L4( 4#4 , l o 4fi.1.. two / j 3 0 3 P 9 2O6N. 5 2 5 7 F A X * 303 . 926 . 5258 et to P44 It pt4A BRENT ALM ( tj Pw' d L r 9z- �� ?-1 FJ� �t� l✓t ' �• R 4 ti A R C H I T E 4 T U� �^ ,1L5t �:� COLORADO # C-4074 � 4 I �TL�?�Ctti L- r Q �" S T A M P : e;16' gr�JZXL>Fj & , 1: r &14 �fA ?,f . —1 �� - - � F.-. G.ryzl.c• / ly.� �7-t1F� � (/I�/1-- �/ �{' N o t e s ` � 1 � . . . . . . 1 - hr i y ✓ 4- tlk�ly r70 / / J ' --- 21 Revisions Date moo* 1 ' i I I i " I r - tJPL� zp �t •11-IIF IG L L1 / / it 'tu �.J defT? vR1-1CfR / - 1Cc �i / �✓ t.f' jb , 5cci a'(� 3°fu � 12 .'3' B�rQ� k �ad l I i �. / t x•-15 ' � 0 yr •/' I _ - - - - - T �- -- It 1 �' � /'� '1 Z � L IbS qT t �I� ✓ I — Consultant : ^� rv• s 9 l � � .. �/ t , � � � C1 T q3 AwNbPF-OP 73P y — W`�t 'Ii1 ` / T — Consultant Stamp : � 3 w � 1 ,� VV � J / -,n-rte - - _ - - - - � , i �° - - - � _ - - - - - - - - - - - - - � � , - - - - - - - - - � � i ►Z r - E4 Ile 14 - - - - - - - - - - - - - - � - - y 1 _ — BARTLETT RESIDENCE 90 Lot 50, Vail Village West #2 9 a Vail, Colorado 4 qL - cp � ' � i � r ..— -- - — — — _- •_ —_ 1 � I '- ' / i ,- _ ' ' _ ! ' J _ _ _ ._ • - � r-- -- � I� TOWN YI �� [/may _ - _ _ - ► _- _ _ -_ O l{r�•� VA I L _ _ — , I� - - - - - - Y DATE Sheet Title : No SITE N S c a l e '' II Drawn By : N S h e e t N u m b e r LP+-J e4=��I=� fLpv - E G r� � D I N G I° L N - 1 = 5 5 ST R U C T U R ES KEY TO FINISH SCHEDULE architecture & planning CEILING HEIGHT ■ ■ X. HEIGHT Id FEET ■ ■ ROOM NAME V VARIES EX EXISTING RK RAKED - - - co I- I P.O. Box —1c FLOOR FINISH CEILING FINISH I 1+ 0 1 I , Colorado CO CONCRETE DW DRYWALL a 1 6 5 8 CP CARPET TEXTURED 8 PAINTED CT CERAMIC TILE W13 WUOO W9 HARDWOOD EX EXISTING ■ ST STONE VL VINYL rt1 _ EX EXISTING WALL FINISH - t S aASE OW DRYWALL P H O N E T A/E PILL �p �j� I L _ I TEXTURED a PAINTED 3 0 3 9 2 6 . 5 2 5 7 q vlr I-� �tJ L� _ _- CT CERAMIC TILE WP WALLPAPER 11 WD HARDWOOD WT WAINSCOT F A X VL NON E NO NON SM DRYWALL 3 0 3 9 2 6 5 2 5 8 SMOOTH FINISH it / OX OX SE MATERIAL ■ i O EXISTING WALLS TO REMAIN B R E N T A L M EXISTING WALLS TO BE REMOVED � NEW WALLS/ — COLORADO N C-44 074 1 Y� STAMP : d LJ 1� i Ism; r-g >n u I 1 - �✓ F�ADT ( I � X1101 GARAGE 00 IND IDWIDWI RK I 0 FImF bRJ4t � xoFEMf�Q N ores s -we I 1 f � "A00 ✓ 6PT� / I I, OD VC 7 AI DW Dw RK #108 EXT. FOYER c ,y l ST WD I DW I DW IL "IWT, c . - - - - -- - C — - - _ Revisions : Date Gxlsr STRIP F I I ( - q ? Y 1L I — I 1 I I I I I I � I I N ' I � �/�+P( 5' 4 - :f '�� 3'_ o `•3to D+-I - � —� - . . II � i — I �T vt �IOLI Nq. 1 Q � _ — Ex �r � D - - - - - - - �- . -��=3 - marl � W r L Ir - - - - - - - y _ - 3 WP-L6 I I �- Rf layt t l Iwio 0e -� �I L� ,. c�w�T 4 - �I I�1t.L I1+ vocwSr 0A II life W I I IOr.W I , P8r-t o.er r-+�I�r• - 7-- - � � I I w I I-+tww ° ; ( _ .. �- w I►-+w �-+ LW fir #105 FOYER CT I WO DW DW EX `. - JL X� r - - -- - - - - :�-'h '1 X106 STORAGE - � _\ #102 UTILITY Consultant : _ _ 'IW 1= 6 'cl6r II P - _ _ j ' CP N9 DW DW EX _ - "-tom VL WO DIN DW EX I I 7-1 J I }`F'0 • , 1a✓ „ 'I "+ ...- „ � �--- unufr ��+ II - - -- - - - - - - - - -- - F ii � Consultant Stamp i \ j � Ets E.c Isr. 41GV cRUw+ � �j*rtE ,i w \ • .` I i SPPS.E Ae tRfF�.lAli. kCtESS - !t'f C�pC ' r1�p� 1` t>d 76 MVC44 SltI-+r M104 CLOSET #103 MECH �— �y� �y.���� �.�p� CT WD DW DIN EX GO NO DW DW EX Gtr' �Nw 044j. wr I I I � I � � I �`- �.,A , _. _ �, r �- ° vF'r' �1�L -►r►.aE Ct=ict�r• ) I rWHP- VaJr S, AI'C I XveKBC• [•Et< <>or TYP Project ALL tw, � k -. ;Zc -T_ / BARTLETT RESIDENCE Lot 50, Vail Village • A. West #2 L ~ Vail, Colorado , GEt-1L �C-t'lo aim TO VV N O t= r N W L E:v� L e� Nf I vLP�� - ----- E w � C'�E t_ �N� P:r"LcPd°` r° 46 h-1 dI = I - mod A I _ � y I� T I �4a I Sheet T i t I e : s s LEVEL ONE FLOOR PLAN Date : iG a)VU`(. 1413 S c a l e Drawn By : S h e e t N u m b e r A = 2 KEY TO FINISH SCHEDULE ST R U C T U R ES architecture & planning CEILING HEIGHT ■ ■ X HEIGHT IN FEET ■ ■ ROOM NAME V VARIES EX EXISTING RK RAKED FLOORFINISH CEILING FINISH P.O. BOX 5211 CO CONCRETE DW DRYWALL V B f I C O I O r 8 d O CP CARPET TEXTURED & PAINTED a 1 6 5 a CT CERAMICTILE WD WOOD WD HARDWOOD EX EXISTING ST STONE uL VINYL EX EXISTING WALL FINISH .. BASE DW DRYWALL CT CERAMICTILE TEXTURED & PAINTED P H O N E WD HARDWOOD WP WALLPAPER.. 3 0 3 9 2 6 . 5 2 5 7 VL VINYL WT WAINSCOT NO NONE SM DRYWALL F A X SMOOTH FINISH 3 0 3 . 9 2 6 . 5 2 5 a OT OTHER MATERIAL EX EXISTING I♦ EXISTING WALLS TO REMAIN B R E N T A L M EXISTING WALLS TO BE REMOVED A R C H I T E C T NEW WALLS COLORADO # C-4074 I � S T A MP: I I I I I I I � N o t e s I I � I FIST oEol� To g,>✓ 1e-,F My v TO (t►'4104A 164TO ZA�lI "e( (A44-AptAP'*.1'Le R e v i s i o n s Date — — � — - - 7 I I r - - M•FL�+i"E Vx ITT. - 1` RAF — #202 KITCHEN #205 BATH EX NO DW DW EX CF WO DW DW E% Q t IF I I / I I P�F1a[+ u a►T NG'rt I c d %Y _ I , �' II f I - I I FIFTurt bEGk. 1111- GII � tvv.er l i III – 07 j 1 }'kA/F Eve I ST. +1206 BEDROOM p{ � I — � � / II .1. O 1 `�dr � ' � j I ' ` CP VC DW DW EX lI I �' " t FO?L J I 16"Ifm i 11 �-+t- _ _ I f FJ� sir I — I I IuLa/ Tw arForl r 001 .- . ✓ -- — y1 Consultant : � " s." Ffr wE 1 II �I © - I I ka CIF ""b�6 r+T III ;1201 LIVING AREA I - - �PILIF-IG ! I flsrul's � I� CP WO DIN Dw I I' I - - - - Lj L4 L_ _ _ . leZ{� . Consultant Stamp : ( ' — - T #204 BATH t W i�� GM►ro L DG R-- II i I � � tpQl�4_ l-YK.► CP WD ID DW EX �+ . I r— — �I►I,.+ III I I I � C10 - - - - `I •_ • L � .I F..R`R� I , , + - II I \ II II __ IIII ( � #203 DINING I CP WO DW DW EX #207 BEDROOM CP WD I DIN I DW EX Project : RESIDENCE BARTLETT F_ — 1 - - Lot 50, Vail Village West #2 Vail , Colorado I, I I , Rt 'IAiE PLL LaG-� t.rp( — U6JE TOWN 1 /"l -- , X I , Sheet Title : `� ` '� N LEVEL TWO 1 ,n FLOOR PLAN m p"1 ° L ITI °I-4 LaN L Ey � L �'�. lo � � f�- �VPL a--I Date : ',5 J UL'(' � "193 Scale : If4 $ ' — O S S Drawn By : S h e e t N u m b e r A = 3 i!1 KEY TO FINISH SCHEDULE S T R U C/ T U R E S architecture & planning CEILING HEIGHT ■ ■ X HEIGHT IN FEE- ROOM ■ ■ ROOM NAME V VARIES EX EXISTING RK RAKED FLOOR FINISH CEILING FINISH P.O. Box 5211 C O CONCRETE DW DRYWALL V a i l C o l o r a d o CP CARPET TEXTURED 6 PAINTED 8 1 6 5 8 CT CERAMIC TILE WD YAW WD HARDWOOD EX EXISTING ST STONE ■ VL VINYL EX EXISTING WALL FINISH BASE DW DRYWALL CT CERAMICTILE TEXTURED & PAINTED P H O N E WD HARDWOOD WF' WALLPAPER 3 0 3 9 2 6 . 5 2 5 7 VL VINYL Wr WAINSCOT NO NONE SM DRYWALL F A X SMOOTH FINLSH 3 0 3 . 9 2 6 . 5 2 5 8 OT OTHER MATERIAL EX EXISTING ■ EXISTING WALLS TO REMAIN B R E N T A L M EXISTING WALLS TO BE REMOVED A R C H IT E C T COLORADO # C-4074 NEW WALLS S T A M P : N o t e s Revisions Date #303 TOILET - - #305 SHOWER Q CP WD DW DW a'-0' OT ND OT DW t 1 —4 I I + ' #302 CLOSE Consbltant : - - � - - - - f #304 MASTER BATH 1 r X1 1 ( misw LMFME \ CT WD DW DW RK - Consultant Stamp : 4 y � \ I , O C� Jeri #301 MASTER BR 1 I CIP WD DW DW RK Project : BARTLETT i RESIDENCE Lot 50, Vail Village t West #2 I Vail, Colorado UIYEM II _ kk — — — — — — rt^ — bEcK Sheet Title : LEVEL THREE � �� FLOOR PLAN BY.--......... -- - - - c . - - ........ - - G D a t e : tti ) U Ls( . l aq3 G - �Ly p Scale : 1 s FI LL v � L. I I � F� L.!-_ N - -- _- - — — -- — Drawn By : Y+ = E Sheet Number : A = 4 5 2 - � + • ,� _ ST R U C T U R ES t- architecture & planning Nf'L Ct E L I v.�1a1--1 P.O. Box 5211 V a it , C o l o r a d o COlct'lEF C�tGv . 401 - °i11 t 1 I 8 1 6 5 8 - �,' OYt• P H O N E 303 . 926 . 5257 F A X SIDI1.14 1-0 MATZtt --- - -- / ^, BRENTALM A R CH I T E C T L '. { S11h14 COLORADO # C-4074 l;w -- - � U S TAM P ti 8 L° YIYfi �.l4sl0 1l�i4 C MKY gC RE P�PKSO� _ _ _- - - - —t � I � s I r�veD R��Lluc. A � o °T PEF "qr- , T`fPd e 1 �' J �T - - 0 > 4 LJ . E irl. TI.,JO ELt / N o t e s CL 2 J 6XI°•T alrJcsv � I I _� � -- _ I -- 1 Revisions : Date i - - sr : . �.. -�/ - L_ RAID-FTC � JGcG� Cp.+ F�l Cif. I� itil tX+t^• � �rFOl7� - '*�{P. Q S7DIJE�( EN iYf FE'R- 1 ►� fi H u �"' I Consultant Stamp : -T _ . _--- - _- --_ ' Project : BARTLETT RESIDENCE i Lot 50, Vail Village West #2 Vail , Colorado J _ . . - L Sheet Title : NORTH & SOUTH ELEVATIONS L TOWN OF VAIL D a t e : jgj .) Ule-Y 1. 993 n G7 Scale : Ve, — O EY---_— � l_ 1 _ __.DAT L•�.J O r a w n e y S h e e t N u m b e r S ° T fit L f T I1�4 A = 5 ST R U C T U R ES architecture 8 planning ■ ■ i i - - - ---- - - - - 1 P.O. Box 5211 V a i l , C o l or a d o 8 1 6 5 8 � \ GK I'wrl R-I FYI/ Ll/ `, P H O N E 3 0 3 . 9 2 6 . 5 2 5 7 - - - - • � -- - - F A X 3 0 3 . 9 2 6 . 5 2 5 8 B R E N T A L M A R C H I T E C T �- COLORADO 4 C-4074 i WI0co• IO \ — I S T A M P : VTT N otes : i � � I I co I�w ' t, rwo FI-F.� • . • ( � , � - Revisions : Date j- I G3 —SI F T f=—Y T I Consultant : Consultant Stamp : O P roject : BARTLETT - - RESIDENCE Lot 50, Vail Village Lam'± f-LA West #2 -- — -- - — - -- e J- 0f' Vail, Colorado 2 an.+ ,rte —� �-�1.1 •-- - - .GATE. -................ S h e e t Title : EAST & WEST -- - - - - - � , ELEVATIONS _ Date : 15 ) UL"Y , " 993 2 � — - Scale : 7.f� 7 , - _ _ Drawn By : I- - - -- - - - - S eat Nu tuber - I i - a- - A = 6 S T R U C T U R E S architecture & planning ■ ■ L�-_---�� P. O. Box 5211 N V e i I , C o I or s d o 8 1 6 5 8 C-x 1'� �I R^'1✓ C�C> _ P H O N E 3 0 3 . 9 2 6 . 5 2 5 7 — ' F A X 303 . 926 . 5258 -i6E �c.cv he I B RENT A LM A R C H I T E C T COLORADO # C-4074 I STAMP : � I #2p11..1viW4, n Is N o t e s -- �` - it F- 1 - SPncP i Revisions Date i L6tiE`L Gt - F Q — - — 4hR�af � lot �Flo`15TMfi — - — - --- �-8Tr FXHT• S`�ND EXIST. �tup Q — I 5 -♦ I Consultant : N h �' r•-I v u T t� 5 T I -- - - - -- Consultant Stamp : Project : BARTLETT RESIDENCE Lot 50, Vail Village West #2 Vail . Colorado 4 :a I I I S h e e t T i t l e Z' SECTIONS ----------- Date : 1, -� JGL`f 1x413 scale : VOW 30. Drawn By : Sheet Number : A = 7 ST R U C T U R E S architecture & planning ■ ■ ■ ■ P. O. Box 5211 V a i l , C o l o r a d o 81 6 5 8 N P H O N E 3 0 3 9 2 6 . 5 2 5 7 F . A X 3 0 3 . 9 2 6 . 5 2 5 8 � I I Co�+f 21010 S1�uGe•A1. 3 7t(I& . ftw lA . B R E N T A L M COLORADO # C-4074 Y . STAMP : P y) b rSl?X \p\N1111111111111//// > — t _ a 0 �pREG/spy/��� - , K - �2x Ic I,n"T' 1ZI°s¢T1s�R-5 o R 1 P RE � — � � � Ilc° w� 51 µP90N V210 o.���wR. M�:•,''F%- e II_d ` J;1 r l 9�i7jFSSIONA�E����� �//1111 g l l l 141111 U\\\ n �t a I oist, Qc� X 7 [ S /�l3 A+ w»-+G $l.O I - je-8 . F1 W-1 Notes r�� rJtl Od N y� ^ I ms F 1, IIAX ,1.. rvvtLX Ib G . I, I v I • : I �Sr v J j ��0 i- . O• `eLPb °Sloi7 53 'T'+ W > � - 4 i I T�IJ b31— ad -j I `I � � °''Etd rillE Revisions : Date Tar Ibis I � � j � � I °� w� s r�ps6►s Vuo t�0,r,,b�s Q m I ►�vt 9 . Tip- �Y Ill firwu�= . —_ I - - L_ Cox) 2; 10 I I o ,,.ari -° X ti ' S. z1TeE aNe b 5.4 / _ LONG . rtEFs 5.6 I �igya ryGd+ I I J - - I 10 -- -- I N o s tt_ od 54" I I � � Consultant : v - I KRM CONSULTANTS � AP, . TAP, cat.%+ 6 �'m I.r.-+ arm aI M � pll I I _ _ — � P .O . Box 4572 � I i Vail, Colorado LyrWjE L.ar.{L• WIaLL I I '� I � �— 303 . 949 . 9391 j ± I I V tB! U• Consultant Stamp : to T® o r — Project : BARTLETT REMODEL RESIDENCE ® I I _ - iQ Lot 50, Vail Village West #2 Vail , Colorado I- - I�1 > a M1 r" Sheet Title FOUNDATION By.------- PLAN - -- - GARAGE/ENTRY ROOF FRAMING N Date : 1GjI , 1,113 F�I.INDPTIoH I° L�"'f� - — C dsl Dr a e : I Drawn By : Sheet Number : Sm 5 i S T R U C T U R E S architecture & planning ■ ■ ■ P .O. Box 5211 V a i l , C o l o r a d o 8 1 6 5 8 P H O N E 3 0 3 . 9 2 6 - 5 2 5 7 F A X (9v °� ` f9. 303 . 926 . 5258 Y `� .� hle / O r3) 2X8 (E r+ -T (Ne►o61L) CHer'o�> 4 - I v 1� I B R E N T A L M o co I. ` A R C H I T E C T Fug COLORADO # C -4074 S T A MP : _ I ' - I-iSP•GTvR- �.I�r - l i i w r �F K "F'TC-R�6 � IrO —' •� 2k \�\�\\UUiltll�ll11111//////O / J i \\ 0 EG/ { \�\ Pp0 i c1 IAN IT H IG x Xt t 1 G v S • S X 1�i G Vs6 6Ft MST_ Nom. _ y,,,c 7 I X13 �Xlo f= ocE E7uST. u . t . Pje" zTfl 1*147 (/E � '` slgflr'tt" 1s' S.c i e; ti ;� y=? - - - � � Notes . t ��v- 3 L 5wiUr FL. J Aar , 6 v — `�� � ' \n � tp ^If L - � - ti d 1 MENOMINEE pcu+ ��i t � to 57iW �r �p`� � N R e v i s i o n s : Date - ,r ("k<;T, ttblK) ti � / \,N �alN. 15 T 17; 6 Zi. kiNL) V W CiYL. k Q IV _� � I I \s . W �1" ' - — 2x10 �ovk v r1 IzJ P1>C�S i � V " w/ tii1� �SO1.1 V7.10 of kw Rr"libeg-S «lunz-Tep ; MP ri1 k°I L. tr 51/e kq v Cai a - - Consultant. KRM CONSULTANTS P . O . Box 4572 Vail, Colorado — 303 . 949 . 9391 I - - Consultant Stamp . I I � Pcr� F•t=,cr ��.JO I P r o j e c t BARTLETT RESIDENCE SS REMODEL ■ voWr., ( owe � NS arc 6E c •�.It . F� n1 �tizF oaw ^, � Lot 50, Vail Village West #2 l2 " X I L0 e- Vail , Colorado N N �II _ li _ ol - - - - - - S S :` a . S h e e t T i t l e LEVEL THREE g FRAMING BY............. ...... �1 ROOF FRAMING Date : l5 JUI Y , I193 S c a l e D r a w n B y S h e e t N u m b e r S = 2 ST R U C T U R ES architecture & planning 12" x 10" A. B. 'S @ 4'-0" ■ ■ IN CONT. TREATED 2 X 6 PL . ■ ( 1 ) - #4 CONT, I ; , 12" x 10" A. B. 'S O 4'-0" ! 1 /4 X 4 X 4 IN CONT TREATED 2 X 6 PL. ANGLE IF , 4 ONC. GARAGE SLAB ANGLE 14" EXP. 2'-0" 12" EXP. MAT'L TYP. t 1 /4X 4 X 4 Abf p & � T� — . ; 4 . — . — . — . — — . — . — , — _ _ _ T.0_W. _ P.O. Box 5211 12' x70" A. B.'S @4'-0° ' ' -• Vail , Colorado #4 DWLS X o ®24 " 4" CONC. DRIVEWAY SLAB 1 /4 X 4 X 4 IN CONT. TREATED 2 X 6 PL. ANGLE IRON G 0" - o °,� 62 '- 6 " 7 1 5" CRUSHED ROCK ANGLE IRON W/ 12" X 4" EX P. 8 7 6 5 8 N W/ 12' X4" EXP. 9EIC&i .C°22�TYP-- . — . — . — . — . — . — _ _ _ _ T.o.W. Q ANCH. @24" TYP. r076 ' 4 - - ' - - ' ■ e T_O;S. _ o — e a 4 — . — . . — . — . — . — . — . — . — . — D 61 '- 0 s ° 4 • ° o e. . < 56 ,_ — r _ _ _ _ _ _ _ _ T.O.W. `j e _ o`ti�V'6 pl e a a 96° e A e o GRADE @ x 58 '_0 „ Y O III ° IVice nl a T.O.W. 57' s e. Lll #5'S @ 16” VERT. P H O N E BACKFILL • 303 . 926 . 5257 — IT—I I o6 # 5 CONT. MID HT. — F A x II I I = II I I p _ 12" EXP. MAT'L. TYP. ° I #5'S CONT. HORZ. 3 0 3 . 9 2 6 . 5 2 5 8 _ #5'S @ 16" CONT. HORZ. @ 16"4" CONC. SLAB BACKFILL BACKFILL BACKFILL 5" CRUSHED ROCK #5 'S @ 1 6" VERT. _ _ TOS. o#5'S X no @ 4'-0 ( 1 ) #5 CONT. MID HT. °se e < 8 R E N T A L M in 4 " 4 0 56 '- 0- 611 A R C H I T E C T fir 6" 4 e °,�aae °oV e 6 „ COLORADO # C-4074 0 0 p REG IIIII # 5 DWLS. X @ 16" Q\ /// TO)P & BOT.ONT' +° DRAIN PIPE F W— �� S \\\oUlUfllll�/SjF ���i • #5'S X @ W-0" I 1 '-0" . / 2" EXP. MAT'L. TYP. ibI @ 16' • 0.���LY R. 4,jc'in 0 . ( 2 ) - # 5 'S CONT. I xj #4'S X 2 '-4" @ 16" 4" CONC. SLAB #5 DWLS. X L = rY 1 ° TOP & B T. 6 1 5" CRUSHED ROCK 4 12" EXP. MAT'L. TYP. 9 • �`' � 52 '- 0 " #4 'S X 3 '-0" @ 16" % G�� — IIII ° 4 ° ° , O — • — — — — — — — — — — ( 3 ) #4 'S CONT. — . — — — — — — — — _ T.O. F. T:O.S. IIII - ILI 1 N o " 53 ' 6�— •�� 4 � u N 56 ' 0 I • / SIONAI NW00 0 0 • (3) - #4'S CONT. 4" CONC. SLAB /////1111111111111\ T� e ° o e °/t v e 5" CRUSHED ROCK 1 T. 0. F. — — . — . — . — — — -7 j5 ! cl CD 551-4 11 4" RND. PERF. ° a e < N N °s°e 4 % °e 56 '-0" a „ 6„ 4 " DRAIN PIPE � ° 4 — • Notes III = if ° o e °pope _ _ T.O. F. _ IIII — � a = 55 '-4 „ A 4 " $ 4 ' _ 4" FIND. PE F '� ° 4 " c _— DRAIN PIPE M , ' - 4 " 8 " 81t IIII - I II 20- 8" 4" FIND PERF. IIII = 1 '- 8 ° 811 1 '- 0 " Revisions Date I DRAIN PIPE I 3 '- 4 " LL) FOUNDATION WALL SECTION @ GARAGE DOOR FOUNDATION WALL SECTION @ NORTH WALL t3 / 4 " = 1 ' - 0 " 2 3 / 4 " = 1 ' - 0 " 3 FOUNDATION WALL SECTION @ WEST GARAGE WALL FOUNDATION WALL SECTION @ WEST GARAGE WALL D goolon to I it - - — -- - - - 3 / 4 " = 1 ' - 0 " i � I 0 I � 1 /2' x 10' A. B.'S @ 4'-0" IN CONT. TREATED 2X6 PL. 2 Consultant : 72" EXP. Ito. TYP. 1 " EXP. MAT'L. TYP. I" CONC. SLAB KRM CONSULTANTS a° CONC SLAB 4 4" CONC. SLAB EXISTING SLAB & KR 5" CRUSHED ROCK 5° CRUSHED ROCK 5" CRUSHED ROCK FOUNDATION WALL Box CONSULTANTS _ — . _ T.o.W. 63'-3" VERIFY LOCATIONS Vail , Colorado — . — . — . — . — . T.O.S. @ LANDING — . — — — . — . — . — — — — — - - — . — . _ _ _ ' IN CONT. TREATED 2X6PL. •°� ' S6 '- 7 1 / r " ' _ - _ - - - - - - - - _ a T.o. s. @LANDING 303 . 949 . 9391 114X4X4 . .y4a . _ . °�, vO TO.S @GARAGE oe ° 62 '- 11 " y Consultant Stamp . ' ° e o #4 BREAKOUT BARS )V,? V -jdS°b% FLAGSTONE ANGLEIRON W/ 12" X 4` EXP. � 56 '- 0� _ _ _ aQ e ° v�0 � — @ 16", BENDINTOLANDING EXISTING SLAB _ ADIGEI . @2d TYP— . — . — . T.O.W. T.O.F. _ SLAB , GRADE @ , cola . — . — . — . — . — . — . — . — . — — . — . — . — . — . — . 6Z-0" - D 62 ' 6 ' 551-4 $f 7 IIII - I II -EM 0 IIIIIIII #5'S @ 16" VERT. tu_ •\ O L1JJ� I I I - - BACKFILL • I I I I = "— TURN DOWN SLAB EDGE .• II_IIIIIIIIII—IIII AT DOORWAY i4 " 4 " #5'S CONT. HORZ. a o @ ts' �'6coNT HoRZ — — — — — — — — — — EXISTING FOOTER P r o j e c t i #5'S VERT. @ 16" VERIFY ELEVATION BARTLETT 211 I • 6 " " RESIDENCE REMODEL 6 FOUNDATION WALL SECTION @ STAIR BACKFILL Lot SQ Vail Villa (2) - #5 DWLS X 1 '-6" DRIVEN Village INTO 5/8" RND. HOLES DRILLED West #2 IN BOT. OF EXISTING FTG. Vail , Colorado • 12" EXP Ito TYP. BACK AND SIDES OF PIER #5 DWLS. X @ i 6' _ °� —I— MAY BE POURED DIRECTLY L 12" EXP. MAT'L. TYP. 4" CONC. SLAB c I 14 5" CRUSHED ROCK 4" CONC SLAB w �o AGAINST EARTH #4 'S X 3 '-0' @ 16" 5" CRUS HED ROCK 'iv (3 ) - #51S VERT. EA. FACE i US J W (3 ) - #4' S CONT- — — — — — . — ' . — _ _ T.O.S. — ! — . — . — . — . — . — T_O.S. @DRIVEWAY _ + _ r D _I a ' a 56' 7 1 /2 " r o ^ • ° ae — . — . . — . — 56 ' - 07 ° e Ind VQOQ ° ° o e u 0 �Vb ° #3 TIE X O~ @ 24" N a ' T.o. F. of 0 - • • • 55 4 — BACKFILL r : 4 � T.O• F.� . — . — . — . — . — (VERIFY,IL jl I` I M I #5 DWLS. X N L @ 4'-0" IIII - I I-I – (2) - #5' DWLSX a' Sheet Title : _ - EA FACE STRUCTURAL F1 11 = 4 " 8 4 " 4" FIND. PERF — s" DETAILS 4' RND. PERF. - 8 „ 8 " 1 '- 0 " DRAIN PIPE i DRAIN PIPE — — — — — — 3 ' 4 " T.O.F. ` a a 1 LJ — . — . _ 52 '-00 Date TOWN OF �/q � L Y . q93 IIII _ I — Scale : f-M Drawn By : DATE / S h e e t N u m b e r FOUNDATION WALL SECTION @ WEST STAIR WALL 5 _ 3 / 4 " = 1 ' - 0 " FOUNDATION WALL SECTION @ STAIR RETAINING WALL SECTION @STAGE ONE PIER U 7 3 / 4 " = 1 ' - 0 " $ S = 3 S T R U C T U R E S architecture & planning l ■ T.O.W�{� EXISTING SLAB & — — — — — — 59 ' 6 " Y NAILING 5QHEDULE P .O. Box 5211 Vail Colorado FOUNDATION WALL • , VERIFY LOCATIONS GRADE 0 , °a 2x floor joist to girder, sill or wall plate (toenail) 3 - 8d 8 1 6 5 8 � a ' 58'-0" - 59'-0"- d o I-joist to girder, sill or wall plate (down thru bottom chord) 2 - 10d t _ g • 16d @ 16" Sole plate to joist or blocking (face nail) p H O PI E EDGE OF EXCAVATION _� #s's @ 1s" VERY. 2 - 16d 3 0 3 . 9 2 6 . 5 2 5 7 EXISTING SLAB _ 4" t p a" #5'S CONT HORZ lop plate to stud (end naip F A X ©ACKFILL @ 16" 4 - Bd (toenail) or 3 0 3 . 9 2 6 . 5 2 5 8 — — ' — — ' — — "`� '' ``" — t2" EXP. MAT'L. TYP. Stud to sole Plate 2 - 16d lend nail) y.... I De�g;° 17o ° 4" CONC. SLAB 16d @ 24' 0 , 1 Double studs Iface nail) I - 5" CRUSHED ROCK Doubled top plates Iface nail) 16d @ 16' B R E N T A L M 8" IIII = IIII=IIII _ _ _ _ — _ _ — _ _ _ . _ . T,O.S—. {� A R C H 1 T E 4 T 1 . v • r ° S6 ' -0" Y Top plates, laps and intersections (face nail) 2 - 16d COLORADO # C - 4074 =IIII o ° header, w Pieces T A M P Continuous P :. e a tsd @ 16 ' . opp� r two ie along each edge EXISTING FOOTER _ _ _ d' ° S - - - - 6 — ' — — — — ' — ' — VERIFY ELEVATION— 1 I II I — IIII III 4 - 8d 0������11p01REG�h'1/iii m I I —� l I —� Continuous header to king stud Itoenaill \ Q�,y R„STic9 — I I aQ Ceiling/floor joists, laps over partitions (face nail) 3 - 16d c>�.���� MOC• I I #5 DWLS. X @ 16' =IIII = •g V l I - _ • �, - I � � � — — — — 1 '-4” 1 /4 X 4 X 4 3 - 16d _ ;Y Ceiling/floor joists to parallel rafters (face nail) •_ � #4'S @ 16" VERY. & HORIZ. — -- — —r I y EA. FACE ANGLE IRON 3 - 8d plus I I I #4'S X T-0'I @ 16" W/ 1 !2" X 4" EXP Raper to plate (toenail) Simpson H5 I I F ...•• 6� AT INSIDE FACE HORIZ. BARS bo I I I I ANCH @ 24" TYP, // rS/ONALEN\ DOWEL INTO SIDES OF PIER W/ I I (3) #4'S CONY. Built-up corner studs 16d @ 24" N!/lrlllf II'llltt\\\\ 3 W r # 5 DWLS X 1 '-6" DRIVEN INTO 5/8" - u= ° I RND. X 4" HOLES DRILLED INTO PIER — — Built-up beams (each member to adjacent) 16d 12' �° along each edge Notes w TEMPORARY PIER BEYOND N a v I G SEE STAGE 1 DRAWING 0 06 EXISTING 8" CO NC. WALL _ _ . _ . _ . — T.O.F, Plywood or OS8 roof/wall/floor sheathing 8d @ 6" along ages EXISTING FOOTING ° a 52 '-0� Bd @ 12' intermediate supports ti I� aI O • d ' • • I I I TEMPORARY CONCRETE NOTES: PIER @STAGE ONE jn 1 . The nails in this schedule are common wire or box nails. If cooler, sinker, or other types of nails I I ( 3 LOCATIONS, SEE PLAN) _ are used, contact engineer for required spacing and sizes. IIII — I I �I 2 . If staples are used, contact engineer for required spacing and sizes. I I• T. O.F. VERIFY 3 . This schedule indicates minimum requirements for nailing. Where special conditions exist, use — — — — — — — � — the specified nailing indicated on the plans and details. R e v i s 1 o n a : Date _ . — . — . — e • L 56 '-0*' 4" RND. PERF. IIII 1 ' 8" $ „ 1 ,_ 0, a Q sa Q • . o DRAIN PIPE #5 DWLS X I N 3 ' " 4 —IIII — @ 3Z" 6" 4., t .- 4„ IIIIIIIIIIII= I II PLAN SECTION @ STAGE ONE PIER SECTION @ RETAINING WALL -- SECTION @ STAGE TWO FOUNDATION WALL 3 3 / 4 " = 1 ' -0 " 2 3 / 4 3 / 4 = 1 ' - 0 ----- - " = 1 ' -0 " " " --- -- - - - - Consultant : KRM CONSULTANTS P. O . Box 4572 Vail , Colorado 303 . 949 . 9391 GENERAL NOTES BARTLETT RESIDENCE REMODEL JOB #9303-01 Consultant Stamp : STRUCTURAL GLUED LAMINATED TIMBER : �-�_ R IE NFORCING STEEL : DESIGN CRITERIA : i . Framing notes : a . Materials , manufacturer and quality control shall be in conformance with AITC a . Detailing , fabrication and placement of reinforcing steel shall be In accordance 1 . Exterior Walls : Product Standard PS 66- 82 , " Structural Glued Laminated Timber " . Roof Live Load ----------------------------------"--------- 80 psf with the ACI Manual of Con -r . te A . All exterior walls are 2x6 studs @ 16 " o . c . to a maximum height of 12' 40 psf b . Laminated members shall be fabricated using Douglas Fir with the following Floor Live Load --------------------------------------------- b . Except where otherwise noted on the drawings , reinforcing bars shall conform 6 " , 2x6 studs @ 12 " D . C . to a maximum height of 14' -6 " and ( 2) - 2x6 100 psf combination symbols : Deck Live Load --------------------------------------------- to ASTM Specification A615-79 and shall be minimum grade 60 except ties , studs @ 16 " to a maximum height of 17 ' -4" unless otherwise noted . 24F_V4 Simple span beams 80 mph ( Exp . B ) Basic Wind Speed --- field bent bars where permitted by note on plan , or bars to be welded , which Cap with a double top plate installed to provide overlapping at corners 24F-V8 Continuous Or cantilever beams Seismic Zone ---------------------------------------------___ 1991 shall be grade 40 . and at intersections with other partitions . UBC Edition ---------------------------------------------- C . At splices in concrete , lap bars 36 diameters . Do not weld or use mechanical 3 Columns B . Floor or roof framing members must be aligned to bear within 5 inches splicing devices unless specifically approved by engineer . of the studs beneath . C . All members shall be Architectural Appearance Grade , unless indicated Project FOUNDATION DESIQL d . At corners , make horizontal bars continuous or provide corner bars . Around C . Provide 1 /2 " thick APA rated sheathing ( plywood or waferboard ) rated otherwise by the Architect . BARTLETT openings and steps in concrete , provide ( 2 ) - #5 ' s extending 2 ' -0 " beyond edge 24/ 16 , exposure 1 at exterior face of exterior walls . Block all horizontal d . Protect members from damage or exposure to moisture prior to and during RESIDENCE a . Design of individual and continuous footings is based on an assumed maximum of opening or step . joints . construction . REMODEL allowable bearing pressure of 2000 psf (dead load plus full live load ) . a Welded wire fabric shall conform to ASTM Specification A- 185 . Lap welded D . Provide ( 3 ) - 2x10 headers over all door and window openings unless e . Adhesives shall meet the requirements for wet conditions of service . b . Footings shall be placed on the natural undisturbed soil , or compacted wire fabric a minimum of one full mesh plus two inches . Laps shall be wired otherwise indicated . f . Do not camber laminated members unless indicated on the drawings . Lot 50, Vail Village structural fill , below frost depth . together . E . At beam bearing locations in stud walls , provide multiple stud posts West of C . Provide continuous foundation drains around the perimeter a all basement equal to width of bearing member unless noted otherwise . GENERAL REQUIREMENTS : Vail, Colorado walls and at the base of retaining walls . Contact soils engineer for details . STRUCTURAL WOOD FRAMING : 2 . Interior Load -Bearing Walls : d . Soil conditions and types shall be verified by a representative of the soils A . Interior load- bearing walls are minimum 2x4 studs @ 16 " o . c . with 1 /2 " a . Structural erection and bracing : The structural drawings illustrate the engineer during excavation . a . Except where noted otherwise , all 2 " nominal lumber shall be Douglas Fir- Larch sum wallboard both sides unless noted otherwise . Cap with a double completed structure with all elements o their final positions , properly supported # 2 and better , and all solid timber beams and posts 3 " nominal and wider shall gypsum top plate installed to provide overlapping at corners and at intersections and braced . The contractor, in the proper sequence , shall provide shoring an bracing as may be required during construction to achieve the final REINFORCED CONCRETE : be Douglas Fir Larch # 2 . with other partitions . completed Code Requirements for Reinforced b • Studs shall be Stud grade and better Douglas Fir-Larch . B . Floor or roof framing members must be aligned to bear within 5 inches structure . Contact structural engineer for consultation as required . a . Concrete design is based on the Building Co q C . Top and bottom plates shall be Douglas Fir-Larch # 2 and better . Plates placed of the studs beneath . b . Existing structures : If construction adjoins an existing structure, contractor Concrete " ( ACI 318-89 ) . directly on concrete walls or slabs shall be pressure-treated Hem Fir # 1 . C . Provide ( 2 ) - 2x1 O headers over all openings in wall unless noted shall be responsible for verifying dimensions , elevations , framing , foundations b . Structural concrete shall have a minimum 28 day compressive strength of 3000 d provide solid blocking at supports for wood joists and rafters . Within floor joist otherwise . and anything else that may affect the work shown on the drawings . psi . spaces beneath solid or built- up columns noted on plans , blocking of area Underpinnings shorin and bracing of existing structures shall be the C . Provide continuous shear keys at vertical cold joints and where shown on D . At beam bearing locations in stud walls , provide multiple stud posts g equivalent to column above shall be provided . responsibility of the contractor . drawings . equal to width of bearing member unless noted otherwise . e . Built- up columns shall consist of Douglas Fir- Larch 2x4 or 2x6 studs and shall 3 , Floor Construction : C . Dimensions : Check all dimensions against architectural drawings prior to d . Concrete shall be proportioned using Type I cement . Admixtures containing be nailed together with 2 rows of 16d nails @ 6" along each stud . construction . Do not scale drawings . chloride salts shall not be used . A . Provide 3/4" thick APA rated Sturdifloor rated at 20 " D . C . , tongue and d . Construction practices : General contractor is responsible for means , methods , procedures shall be provided as recommended in the f . Except as noted otherwise , minimum nailing shall be provided as specified in groove , exposure 1 . Glue and nail panels to all supports . Install techniques , sequences and procedures for construction of this project . Notify e . Cold weather concreting p the " Nailing Schedule " on the connects . sheathing with long dimension perpendicular to joists and end joints ACI Manual of Concrete Practice . g . Unless noted otherwise , steel connectors such as those manufactured by the 9 structural engineer of omissions et conflicts between the working a contra and S h e e t T i t 1 e staggered . existing conditions . Jobsite safety is the sole responsibility of the contractor . f . All exposed edges and corners shall be chamfered 3/4" • Simpson company shall be used to join rafters , joists or beams to other beams 4. Roof Construction : STRUCTURAL g . Concrete coverage for reinforcing steel ( ACI 318 ) : at flush-framed conditions . Use all specified nails . Connector conditions not A . Provide 5 /8 " thick APA rated plywood sheathing rated 32/ 16 , exposure All methods used for construction shalt be in accordance with the latest edition DETAILS Concrete cast against and permanently exposed to earth 3 „ otherwise noted shall utilize Type U or Type HU hangers of a size specifically of the UBC . Concrete exposed to earth or weather : 1 . Install sheathing with long dimension perpendicular to rafters or STRUCTURAL 1 /2 „ designed for the member supported , as shown in the manufacturer ' s published trusses and end joints staggered . # 5 bar and smaller tables . Contact structural engineer for details as required . B , Provide wind /seismic anchor at supports for all roof joists and trussed NOTES # 6 through # 18 bar 2 h . Micro- Lam ( M . L . ) laminated veneer lumber headers and beams shall have the Concrete not exposed to weather or in contact with ground : rafters . Unless noted otherwise , use " Simpson H5 " metal connectors . , [ eh following properties : 5 . Wind Bracing : i Date : ! fl Li ' t ��j3 to 1a. Slabs , walls , joists ( # 11 bar and smaller) '�' 2800 psi r /" { L Flexural stress ------------- ---° °--'-'---_"- A . Walls over 6 feet long which are sheathed with gypsum wallboard on S c a I e Modulus of elasticity ----------------- both faces have been designed to resist wind forces in accordance with Beams , columns 1 '�° 2 .0 x 10a psi � qua 0 1� t D r e w n B y Tension parallel to grain -------------------- 1850 psi Table 47- 1 of the UBC . Compression parallel to grain ------------- 2700 psi B . Screw 1 /2 " gypsum wallboard to all studs and to top and bottom plates Q p/ S h a a t N u m b e r Compression parallel to glue line with # 8 x 1 - 1 /8 " drywall screws at 7 " maximum spacing . _ _Dr^,Ti'• - °'"'� 500 psi 9 C . Exterior plywood or waferboard wall sheathing Is required unless - ........... ( Perpendicular to rain ) -------------°------ 9 ^Y..._._.....-..-....-.. ._ Horizontal shear ------------------------------- 285 psi specifically deleted by engineer . S = 4 Where more than one member is required , each member shall be fastened to adjacent members with two rows 16d nails spaced at 12 " O . C . ti / I ki le n� �� 604 a°6° a°66 0 bti �W JE a° 1a LOT 48, JE �s2 O / 5T 0 S / / �;7� I / / / / / / / / / ' i a°1a a° VAIL VIL LA GE WES T FILING NO. 1 TO. w. 805 a°aa GRAPHIC SCALE JE G / �� . ►1 / / /T. O. w = 8062. 80 / J / / G�j ' / / / / / / °pro 0 o s ,o 20 Y G � b � a T O. W.'= 8062. 62 O + / AK ELEV, 8 87. 6 1 inch = 10 ft. Q / / / / CONTOUR /N TER VA = z FEET EXlS77NG ASPHALT OR/ l/E � � \ I I / ` / <1 / L_ \ T 0. w = 806>�4\6 / // EX19�77NG HOUSE \ FIN. FL. aEV. = 8063. 61 / / / j / / / / / \ � LEGEND 0 / / o� / / / / // / / / / \ / � _� EXISTING GROUND CONTOUR 1 ' a 57 L / / '% \ \ \��` / / / / / / / LOT 49, e-w 6 ° WA TER LINE "� ® PEA V. = 8087.64 / / / / / / \ / VAlI_ VILLAGE WEST OO SANITARY SEWER MANHOLE x EXISTING FENCE FILING N0. 1 UNDERGROUND ELECTRIC LOT 50 / 10,159, sq. -Ft. / �� GAS LINE 0.233 acres ' Q3 000 a°6° // / / / pp a°6 ' 06h BURIED UTILITIES LOCATIONS ARE TAKEN FROM 6k a 66 / / / AS— BUILT MAPS SUPPLIED BY THE UTILITY 0° / / / / 9° / 0091 a°9� \�y COMPANIES ALL L OCA TIONS ARE APPROXI.MA TE. � a a LOT 49 a s°1k a°16" sole/a°a° 0°a 0 LOT 6, kph BASIS OF ELEVA TION HIGHLAND MEADOWS NO. 2 MH)�F A - 148. 2 RIM ELEV. = 8058. 43 INV. ELEV. = 8048. 53 NO 7E.- ACCURACY OF SURVEY LIMITED BY SNOW COVER. i R 1, Duane Febringer, o duly registered land surveyor in the (� / State of Colorado do hereby certify that the survey shown, .herec. wos done by me or under my direct superWslon and the hodz&ntoi and vertical measurements are accurate to the best of >,y knowledge and belief. e Duane D. l-WrInger ow.t. & P1.5- DATE REV I S I W!$ _ livC�'�aQ141laasaa P. 0. BOX 978 0077 hff7C Lr ROAD - A WA: Ca O. 87620 • ��••�� iS I •1!'lw (J03J 919-5077 rmgiu .�+s ter$ _ ` `NED H" TOPOCRAPHICAL ,ti�4' P ORA N077CE.• According to Colorado low you must commence q3 fN er. any legal action based upon any defect in this survey � MM LOT T ` within three years after you first discover such defect a+ED. B.' VAIL VILLAGE WEST FILING In no event, may any action based upon any defect in _ this survey be commenced more than ten years from D. D. F. TOWN OF VAIL, j the date of certlllcation shown hereon. 276 pg. 3E EAGLE COUNTY, i RNEP.. i �(�.�• t:rl i. JNC J Sk 401 SGP E I ` vT AREA 10, 2 � '• 'r3 FTC f i -- �T—� Ef� 0 1 � PRoPFh'TY i 116� i JZ/ S� UTfL ! -TY till O ` / �--- - ' �` � ! ! c J.V.'/ ,; Fl L1 ►� � # 2 L 0T X49 i CC HA ; L E S WINS TON WE M 8C3 W. F1 L 1 MJ V.V. . 824 FDA WAY f2j{YMOND15 al,dVI2A P. VOC,� L za ' DEN �/ ER , COLD . g021Q I1 LANE R � . — I .. O iv �,, - oRD UR [3AN/k ILLI NO 15 4o1 801 � I ,, Ho Jcu � i T I 1 ZL PA F .' 1 •'� r 17 f t - TEtFPH<WF Box �� a / Ef. ? - t pp L PEtiFE �ll: g7EJ, _ xt: CU. JEaT - - - oF- RohD jl �G la 1 �aJlr' F � j E7 b7K CF POND • - f V. V . W. FILI P,/ aAtZ 407 2(n W! LLIAM H Mli- L � � 1TI pox s2 � S 1 TE PLA �� V,4l COl O � cbs 7 Vv \Af I L INS #2 LOT # O OWNFRS4 UEnnJGE70RGx R • GRAHAM 1 F E R M . a � -rAM `= S 3 . Low EL [ 6417 S. FLORENCE• WAY fvl �f S . CzRA � E WAY i= N6, LE WOOp ) CO 80111 L l rTL ETC No el rC C 12 2 � '• ;t .� a � TAMES w 13_ L d !:'LL �E1iAVFE� �� SURVEYFD DY � rn -•78 �EN�JI FER M . L aW� �L 4 z L O rn r G 0 v o ` 'i 1 4 3� I i i t t i / 2 FL /45 }{ /NC,,. 8 i 3� ►��fo' 30 ' X +Fo' oic�4x49 Yi`fS' 73 '39'�T3xSi o'X��X:�" ' E i� nth jFrx�D GLASS I , i dz 35 " Ez' 35 " rn_ 1 3o X7:i ' C E DA R. C NANAIEL t' < I L P, P SI Dt NG� A j � I C FDA i � 1604T Si AE F4F \lATIOIV LEF7 SIDS FZEVAT / oN A P P R O V E D Date .................f a3 !-_.._._- .-?Y...........__....-•---.--__ Permit # 1330 Insp. -- _.. . . EAGLE OOU COLORADO -- - -- _ . 5 1 GE EL F / A T/ U /rJ5 J WELL ` HALE ! V . V . WE =. T F141 ,`\r # 2 Lv7 �To i I • aA 'i GreG, SGAII: : /y CRAwN; sti ;x. d 7M too I lox !o I wooD F'osl i g- 0 I F- 30 ,4R U J � i 16x6 I ec.T oOD �„ I 1 I ! Am ? IUESCRIF7 / U /V WIPE. ` r�o � T ro; CUTSILZ f2 EC, / 2 =q '1-O �HIC�H I N RAIL I I F4.) POAC i -3 2-'o klTCHEA) RFL , i7 (1aHoot) / Z I y z O RE FRlfx , d- pl � Po Sq c / 2 1 -u ' I a ' 3Yi " I f S 20 13h5EME /IJT REG,BLTG . I I 40 5 0 STOVE o � . St 7 5 7c vac g /5 LIVINCh. I? EC , r- t7cx I 1 I ; 9 /,5 /3f9- rH VEAJT �/ 76 OAR / Z. j I rn rn I I Z \ I /D FRM . , L0F70 a- F. P FAN / 2 I I 5 3 " I I j ' j 1 / � /-� 3 DR , P EC. +- LT�a , 'LNRLLT I.2 I 3/ Tic, v DEc 1 I f1 / ? /S FUR NA : Lam. sl' AXR e i 3o N/6H I u � RA/ 4, txh I W OoD I I 1 Woo o r3EAM - 1 Si 1 '12 PLYV/ ooG CF. Lk (ovER) I I } " o . c . (ovER ) I I S ' I I U PPE R 4f v / N C Room � xID --- - - - -- - WOOD N � '• O " L ' ' MOEN= --� _ — — /8 ,14`/ - Flfc7 lcAL PLAN FD 'J /'J u ANTI o �J `� oFT d Rpc� F �4 AN FouNDA i /o /J -- LoFT pt An/ C� RA � M - LOWc � ;_, Nf� � _ p pp TovEo 3-1t............... - {� Permlt #= --- - _ - - ----- Vf V , W FILINCt # 2 SOT _ .. ....... _ EAGLE Cvu ' SCftl- E �y - ll Cr1cC : C, 12C, c T /3L ARAwiv: s � .� e. rMr✓ .1 ii 4� I W y n 7 � x i 3: m 4 h c, 0 (� a Lv r (7 rq Q1 cot fl� s I x � to yr33;xln_b' °C . O• A io O 3 '-e %z " 3h. " -J � i 4`9� ` I 3 >- h I r O I ; LL j M (Lip f ` � L,00� �.r W I 0 i L O � n _ rl a; Li PQ s ° CL ol i a 3 � . 7' 7 /Zh -5 , u O 7-' y2p ~ I l 'j/-y lY/r `J✓%3" I Oto I � i 7 / � rr - - - ��n � -an - -- ----- - - -----��xR � $ '�� /' / 3 '-Orr a '' Orr B '_ O" / 2 r O.r i --- - - - - - _ nyPROVED Date ..... ' a"�9.-.....r.......................... Permit # 83D -- ------------- -- - .... R A 1--� A M - G Vv EL Lnsp. 1 C0uF� , COLORADO VV, WEST F141NG 02 Lo , 9 r I n h h a .r-' /2 . z/ z �j �i, I 8 k 3 LV m a O tQ Z h o 0 i x N_ i n Cp Nk Q tY 1L N t F g tot 9 TI N M 7 it A A n � IOI o � I 3 'Ai 'dvv 3 " 3 ,�,. _ %a 9 " 3Fi ' FuAN,kt �' I Wn N V z 5 � w I � • u ' O i - ' I I a, cy t M l� W p do goggo W) Ulr' q I a W 4p � ` I /I m PCI Ile ^ a + I y„ " ' ''/2. � 4 K j'1/ 7 eat "sL4D/N6 DOORi 1p —+-- I — -- ----- --- E3 '- O" e '- O" /eol - D " A P P R 0 V E D Date ........ Yr. f................................ l3a 2!� LECTRIGA /,, AN Insp. - - --- -----....- �LOOF PLAN — EAGLE COU Y, COLORADO � RANAM - D L CNA4. rr.- r N07E PU L wA/- !- NEC . M oun 7r D / iy " A : F. P. V. V. wEsT Fig /N�; AIz Lvrjv�o � 1 S L K E : 3/9 "= / ' Chac : C: }? GL �► DRkwAtget 5 c. G = 7M ,L r _ r _ �I 1 WooG foul I 6 I i 1 1 1 i i NOD if � 3'-0 NIGH I I i I F I N At �. (DFT I ! I is 4 1 / `4i '4;/ o CE 1 1 ! 1 1 axa l, OQ R ' ,std \ t dim "o . c , I I I 1 > I i I � w I r t 3oIfN•rG N RAlc I to i !c X € I Woo I ( 1 � r3r AM I I I %4rrp� Y VI/ ocD DE Gk . ov ER) I II :4X12 ROC)F Z-U / ,57 S r l I I UnP � R � Llvltj Room _- - _ _- I - — - - _ — ', L`-G, 1 1 ia ' 9 " I R F AN FC) :i N G A r /v �, � - L pate ...... .. Permit 7'P .... ... ........... CR NA N1 - L C� - V ) E : � A Lin('= IEAGt E COp �,; � , GOLD AD ' v , v.% FlL l2 LoT - i t ACA G2c; s6 r /? � '-� - S - + - r - {- - ' - I - - -�1 - mr-- 1 - r i- - - - r- 1 - - - - I - -+- - - - - - T - r - r•- 1-_,-_ � - 30 � �- 1 I I I I 1 I , Ai :L I TRIP - - -- - - - --- - -- -- --I i I ° I FIN h 4.. Gt R A D E I FR C) A) T 4 EV✓j7/0 /) I I, FL q .n 'u � i I I i I I 2 'X / o ° TRIM STRIP 0 V E 0 - pate --•------ - __ = Permit # . FlNft� Insp• -- -- COLORADO EAGLE COU ;d - GRADS !� tAl2 EL. F '�,IATlO /v L� ; � I V . V W ES T F1 j &)6 x* - n r S0 CA�c GRCa ; GR ��anJ : St_Cz � TM /. I I a 3 a 2z /z ,?� a� kfvy I I ' i i 2 �/ " ' 3 lo /;k To7 s j s - CAM t i WOOL) f' ,l GYP �<'�fRD Po. T j To I.oFT f<Asfrin>CZ • J �' j , C� PLYWDOA OEcf i - V, / - - rr R - - - - - - --- - i ff 4ftx F[ ovR -701ST 2x10 FAC , q ! /� Ct7ps ! 2 x (o" txv(13cE l PLArE ! • II �� G P k /V"� 70 }SfTCHEN CLEAN f � I � P/ NE �ANEL. lNCz � I' CEDAR CH A N 'J&. LAP G1' NSurh Rof+ RC' Y2 p / .s S HF"147NfYJC1 PINE G4NF_ t / N� t I IL air ---- I -- - Rx !D i 1 tJCHOR a o A.T i* f� R E AX 61. —' ER EL AR -,ur!D l2 " E , wa j cTYP) h FfcE f \ y pox � 9 FERr � kr`TtK [: 2 - 0 BOND aREAkf oo � n 3 - fig " APPROVED V Pl DRFAkER BARRIER Date f- �3-�?. ---------- I " rrNE IE „ � 3 "C. Ru5 ED GcRAvE 2 - !c Permit # /980 . ------- ---------- ---------- - STaN6 Insp. -- - -- s Com pOic. T t= A - AFT Pc I L EAGLE COli dlY ULORADO i'a ,� C,k �l< l- 5rGT/() /j -rHPo ._' G. H zlvllub - INfAJ � R xY� q , u 3 ' U EArR C A C,T 9 c: c TC�