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HomeMy WebLinkAboutB06-0161 PlansVERY APPROXIMATE LOCATION POSSIBLE AVALANCHE INFLUENCE ZONE (SW OF LINE) 0) ' CONC WALL. WATER . t t BOULDER WALL MANHOLE WATER `° . 30' SEWER AND WATER ---- -•°— VALVE EASEMENT SEWER C? MANHOLE \ DIRT PATH LOT 12 l Ol6038 ACRES . " ' ' 8282.7 a ��, : s \+ t [ w `S ? .0 0 119 A. 3t iu' t `, ' ,, ` ` FL ACTf?NE 10 r ;A FIO + ' fi 73' OT 8 SQUAR , I + a WII fT3" ' PIER (TYP) + PtA , TERS ' 1 `w A < 0 r ENTRY/ OVERED E/.cs' 1 EIRE r ROOF OVERHANGx PIT ' DECK` 1 c' TAIRS` ' \ 4 ti + a. 2 1 STORY t FLAGSTON ATTO /WALK / UNDER CONSTRUCTION SW r ROCK SIDED HOUSE � t CONCfFLA i s SPLIT RAIL t WALK, J K CONC. .' �� FENCE t WALLS E F ' F"OR. �° WATER FOUND PIN & ORANGE PLASTIC CAP e BASIS OF ELEVATION (PER SITE PLAN) A 8277, 4 TOP COLD ROOF A 0 3` DECK �r,.c�` PARCE 8 8281.6 TOP COLD ROOF ` , 'WATER C 8277.9 TOP COLD ROOF — ' ? 1� I CURBSTOP f < SEWER D 8274.6 TOP COLD ROOF ? 1 .L3' H L - ;_ MANHOLE E 8280 5 TOP COLD ROOF F 8287.1 TOP COLD ROOF "{ IMPROVEMENT LOCATION CERTIFICATE C 8287.1 TOP COLD ROOF G `' r ° ', °`�� WATER METER — ° H 82.87.1 TOP COLD ROOF �^ R VAUL UTILITY ' � VAULT I hereby certify that this Improvement Location Certificate was prepared I 829f>.8 TOP OBSERVATORY s rt OR HAEFFER ONSTR CTIOII C J 8290.6 TOP FLAT ROOF ROOM � F CCiNC r for G °°` ;,° ' � �s�3., ; � _ AD °� ,, that it is not a land survey pint or improvement survey plat, and that it is 828#,6 TOP COLD ROOF . , m. C UNITS + not to be relied open for the establishment of fence, building or other future L 8284.6 TOP COLD ROOF improvement lines. WATER � CURBSTOP I further certify that the improvements on the above described parcel on T1CI this date, 9/18/09 , except utility connections, are entirely within the HANI LE' .,.a boundaries of the parcel, except as shown, that there are no encroachments ECI 17RA1N f„ upon the described premises by improvements on any adjoining premises, rf -T except as indicated, and that there is no apparent evidence or sign of any easement , went Grassing or burdening any part of said parcel, except as noted. 1 ` t PAV F DRIVE Mchaef `J. Pas M UTTLI 1Y U 11L 1 tY be � Colc>rcrda,,P L. . , 341:'16 EASEMENT liItiHOI E 10.0` �i =24 *47 , _ R=149.09 Date ... ,,.: UTILITY ME FLOWL.IN :, r a PAN of 20' 40' FIRE HYDRANT o > to CO 0 f A X C en > 0 -< m 0 3 if 4 -111M • • wasom.- 0� IN • • I I Z/ I o ci < z C 0 -n 7(D C:= > C= C" 0 its F- co Z/ I C- 0 OD z 0 o P o c C - D 7(D 3 aa, 0, 0 A,\ 0 its F- co r 0 m 00 r El < o c , 0- 0 z C:j X C: < M z > .0 0 ED 70 0 -,' . o 3 -3 0 o S 0 o = m D a z tj 0 3 C3 M C) n cta r m 0 <'< <D Z X 2 M 0 , CD '�T Cl Cfi W -, - 0 0 n 0 3 0 0 0 :7 a 0 0 tT 0 N c o- m C- 0 OD z 0 o P o c C - D 3 aa, 0, 0 A,\ 0 its co r 00 r o P o c - D 3 aa, 0, M OD 0 0 co r 00 r o c , 0- 0 z > .0 0 _0 0 0 0 -,' . o 3 -3 0 o S 0 o = m D a cn in :� 0 0 3 CO 0 M n cta 0 <'< <D X 2 m 0 , CD '�T Cl Cfi W -, - 0 0 0 3 0 0 0 :7 a 0 0 tT 0 N c o- c to cn p I U O EL W Z I I I I 1 I i 49% EXPOSED I I I I I I , � (250.79 EXPOSED SF OF i j - - -- 510.92 SF TOTAL WALL AREA); i i - - - - ' I II I _—} EXPOSED MAIN LEVEL 3621 SQ FT (GARAGE + FINISHED) -90 ( 300 SQ FT / C AR 4 ALLOWED ON DUPLEX LOT, 3 PROPOSED) 2721 SQ FT TOTAL GRFA U PP ER ' i • 1 (GREAT ROOM VAULTED ABO 2113 SQ FT TOTAL -. 135 SQ FT TOT G 6875 GRAND i - I L-------- - - - - -it , 100% EXPOSED (1222.33 SF TOTAL WALL AREA) j /L 7 - - - - -- lower 3970 SF i 0% EXPOSED I i l 79% EXPOSED (146.09 EXPOSED SF OF UNEXPOSED 185.05 SF TOTAL WALL AREA) - - - - - -- �// I X - - - - -- -- O 1 I U) Im ! CALCULATED / • . BOTTOM O FL OOR r r WALL AR /I& I I — OII 1 7/ _ s main 3621 SF 1_A ( 16, I I l o ll �l TTj� I upper / 1922 SF I/ I I great room I � / vault 191 SF / i I / II = I I — oil _.._.... RE nF». A UG 2 4 2006 Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd, West Vail, Colorado 81657 Tel: (970) 476 -1147 Fax: (970) 476 -1612 11.1 04 ti M l C� Copyright Gwathmey/Pratt/Schultz Architects, P.C. All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Gwathmey /Pratt Schultz Architects, P.C. and is not to be used, in whole or In part, for any other project without the written authorization of Edward M' Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. r �I a" s Sheet Number 2 - 2 "x2 "x3' 5TAKE5 FOR EACH BALE SLOPE VARIES EX15T1NG GROUND- N END POINTS "A" MUST BE NIGHER THAN FLOW LINE POINT "B" 5EO1I0N A" ry ¢ 5WALE' '^ TIGHTLY ABUTTING PLA END POINTS "A" SHOULD BE A HIGHER THAN POINT "B" 5ET BALES I v PROPER PLACEMENT OF STRAW MIN 4" TRENCH BALE BARRIER IN SMALL 5WAI E PROPER PLACEMENT OF 57RAW PLA BALE BARRIER IN DRAINAGE WAY ADJACENT ELEVATIO BUILDING FLOA LINE BALES OUTLINE ......s. --- PLACE DOWN5TR.EAM BALES SUCH , THAT POINT "B" 15 APPROXIMATELY LEVEL WITH THE LOWEST ELEVATION PROFIL OF THE UPSTREAM SALE STRAW 13AL E G44EGK DAM DETA 2 NTS 2.0-1 LIMIT OF D15TURBANCE— �iNmoN A STONE STABILIZED PAD LOCATED AT POINTS OF VEHICULAR INCRE55 AND E61RE55 ON A CONSTRUCTION 5511TEpp TO REDUCE THE AMOUNT OF TRAN5PORTED ONTO PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF CONSTRUCT AND MAINTAIN 9 CONSTRUCTION pld�' ENTRANCES DURIN6 PROJECT. 5 �P��► NEW CON5TRUCTION 40,000, 10 '� ■ � r f 0 � %rr�lirf 7rr' %t..r:r - _ jl +� % / ^,• t.11 MATERIAL ATTACHED Tf - , OR NOOD PO STS 17t- TRENCH 2 "x2 „ x4'- &” (MtVC) OAK POST OR EQUIVALENT ATTACHED TO FABRIC 2 MIN EX1511N6 CRAVE — 'a I J FABRIC MATERIAL ANCHORED IN TRENCH &" MIN COMPACTED BACKFIH RUNOFF .- FIN15H GRADE END POINTS "A" MUST BE HIGHER KEY BAL INTO OO THE 51D / N FLOW LINE POINTS' 4 "-6 MIN f/,5(?y NOTE: EROSION CONTROL MEASURES 5HALL BE MAINTAINED UNTIL LANDSCAPING 15 COMPLETED, OR AS ViRECTED BY THE LOCAL .1URI5VICTIOR OVERLAP 51DE BALES ON FLOW LINE 5ALE(5) TO PREVENT 6AP5 50 L55 STRAW BALES (TYP) TWO OR MORE BALES IN CHANNEL TIGHTLY ABUTTED WITH NO 6AP5 WEDGE L005E 5TRAW BETWEEN BALES 2x211000 STAKE (2 PER BALE) (NO REBAR) 17.0 OR >I xor DEPTH OF WATER 1 1T "B" WILL & INCHES PLACE VOW1 BALES 5" THAT POINT "17 15 APPROXIMATELY LEVEL WITH THE L.OWE5T 6ROUNV ELEVATION OF POINT "G", THE UPSTREAM BALE ERO51ON CONTROL BAIL -5, CONTINUOUS - I' DIAMETER EL 5256-10" \ T.O. WALL QC) , ` GD` yN C �Cl EL 525&' -O" , B.O. NALL 525& /I EL 52 60' -5" !, T.O. NALL I EL 525-7'-V Il B.O. NALL II /I r / f ! /I r 3258 !I \ Ir 1 1� 1 I r J 1' I J /j l ,r /1 /f I / J l /1 I; f I f 5NONMELT, ZONE 2, PAVER DRIVEWAY (CONTROL BOX LOCATED INSIDE GARAGE, 5EE A22) SNONMELT, ZONE 1, 5UNBUR5T DRIVE RI6HT -0E-WAY (CONTROL BOX LOCATED IN51DE GARAGE, SEE A22) rl I% EL 52 &O' -5" T.O. NALL B.O. WAL. / f �l�r � 'Vg7ZR Y'4LVEF LIMIT OF D15TURBANCE LIMIT OF D15TURBANCE 51LT FENCING RA0>1US = 208.84' D ELTA = 42 *14'25 " CHORD = 150.50' BRCS = 561 *04' 21 " \\ 1 \ � 1 \ \\ Q \ 1 : \ i NTROL BAIL5, \\ 1 J5 1' DIAMETER v \\ t \\ t 5 \ C) ' \ r \ 'r 4 \ o � T vo OF VAIL STAF-F APPROVAL i ' ,, EXISTING CONTOUR LOT 1 I ---- - - - - -- O CO NEW CONTOUR FASEMENT FROFOSED SU I LD I NO OR 5TRUGTURE EX I ST I N6 STRUCTURE TO 5F R1=MO\/FD a E Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476 -1147 Fax: (970) 476 -1612 w Q ➢1G Q Z � J � W � � � 5 N r s t3 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Gwathmey /Pratt Schultz Architects, P.C. and is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. •Ii Sheet Number x t - o O � ( �o 4 @QQ�xl tw b�• �NNNn --� OS� o jQ�Qp� uj � 4,11 _`- � z � �-- ©� � � � (!'► CSI `tt Cb � � O z �O�Q� �• )> b kD rn m d S) z -1 i i ran O N (�} m rn 4 xi Ir r� t� r L-� ♦J i t t t l i 1\3 1 r } CE b , b `c r 0 O o o y N z cn r' z b r rn r t b ul rn N 3F O 4 7c1 Pl z � rn b rn ti z rn 0 q O 0 rn 0 b b b rnrn N�n `� `s ZS 0 0 0 0 0 4 rn n ° t ~+' 0 L4 h q q to lSt cn 3 - c (p © 3 r ZZ fl Sl 0 N �t � •� 4 O d 0 f r f I <a° � nkzz to yb � �Ny�Cli til Z X �a 1 I I rn�o z�z til � n �C X M Z S � f N j � Q N �• � � r C7 r `•° z � cn r w L4 f N i t t t l i 1\3 1 r } CE b , b `c r 0 O o o y N z cn r' z b r rn r t b ul rn N 3F O 4 7c1 Pl z � rn b rn ti z rn 0 q O 0 rn 0 b b b rnrn N�n `� `s ZS 0 0 0 0 0 4 rn n ° t ~+' 0 L4 h q q to lSt cn 3 - c (p © 3 r ZZ fl Sl 0 N �t � •� 4 O d 0 f r f I <a° � nkzz to yb � �Ny�Cli til Z X �a 1 I I rn�o z�z til � n X M i t t t l i 1\3 1 r } CE b , b `c r 0 O o o y N z cn r' z b r rn r t b ul rn N 3F O 4 7c1 Pl z � rn b rn ti z rn 0 q O 0 rn 0 b b b rnrn N�n `� `s ZS 0 0 0 0 0 4 rn n ° t ~+' 0 L4 h q q to lSt cn 3 - c (p © 3 r ZZ fl Sl 0 N �t � •� 4 O d 0 f r f I <a° � nkzz to yb � �Ny�Cli til Z �x rn �'• � �` � • • � • •. • • •• • •' /, i�kii� /✓�.�., "^^!j '{t f�ei ,/jf ±f /{"'`41�, "^+` t � f +� d \ �'"•� i ii�Ijlii` � ` Q ' ; f b .f' f `., •� G r r OV k do tit %, —{�r ' Pfl N t %% / • ftt �� ' rn 0 „4 f r r` ....._.. ! ,. Cry err y -4t o X r 6> r s -o r�o zrn� a ;a kp r64 N z N� r rnkzCSl © _ - @�4 0 Opp ,� @� r Q tQ Q_ kn --. �rnrnUt 4 n 4 Q 0 fl @ Q o Q 4 Q Cb 0 ( N E3 z SZ N 4D N Cl Q n N 3 0 Q fl p -- p N fl 0 0 =r @ Q N t �b x_044' 0 -� @ s L_ � jNL4 Q`� Q QflQN QN Ql p N n 0 411 0 p .-•� CSI -= •.... `Z N Z N Q � .� `` '< -n @ � � � � � pflrTt �o�. c@o�•o � � NQ� � ��• Q � �@ r. ° �� LIZ Qx mbrnro3 Nkz 1 `• O Q - � y�I w fl -�t�n i� R p ( flQ b—) 4 Qc z tTi til 10 @ @ @ b Ql � � Ci ` tj Lc fi�' Q o' �- Li s� N Q 0 � � 1 o -+ rn o 1 � b � � 1 �• 1 � 1 m 3 I t t J� V � �✓ .C;, l 1VIASLAK RESIDENCE LOT 12, VAIL VALLEY -THIRD FILING TOWN OF VAIL EAGLE COUNTY, COLORADO n O N y Z 0 Y 0 T r rn o 1 z Z X �a 1 I I rn�o z�z til � n �x rn �'• � �` � • • � • •. • • •• • •' /, i�kii� /✓�.�., "^^!j '{t f�ei ,/jf ±f /{"'`41�, "^+` t � f +� d \ �'"•� i ii�Ijlii` � ` Q ' ; f b .f' f `., •� G r r OV k do tit %, —{�r ' Pfl N t %% / • ftt �� ' rn 0 „4 f r r` ....._.. ! ,. Cry err y -4t o X r 6> r s -o r�o zrn� a ;a kp r64 N z N� r rnkzCSl © _ - @�4 0 Opp ,� @� r Q tQ Q_ kn --. �rnrnUt 4 n 4 Q 0 fl @ Q o Q 4 Q Cb 0 ( N E3 z SZ N 4D N Cl Q n N 3 0 Q fl p -- p N fl 0 0 =r @ Q N t �b x_044' 0 -� @ s L_ � jNL4 Q`� Q QflQN QN Ql p N n 0 411 0 p .-•� CSI -= •.... `Z N Z N Q � .� `` '< -n @ � � � � � pflrTt �o�. c@o�•o � � NQ� � ��• Q � �@ r. ° �� LIZ Qx mbrnro3 Nkz 1 `• O Q - � y�I w fl -�t�n i� R p ( flQ b—) 4 Qc z tTi til 10 @ @ @ b Ql � � Ci ` tj Lc fi�' Q o' �- Li s� N Q 0 � � 1 o -+ rn o 1 � b � � 1 �• 1 � 1 m 3 I t t J� V � �✓ .C;, l 1VIASLAK RESIDENCE LOT 12, VAIL VALLEY -THIRD FILING TOWN OF VAIL EAGLE COUNTY, COLORADO n O N y Z 0 Y 0 T r rn o 1 z Z 1 I I I I I f j 1 f i iM1 . f 3.f3 °f !f P '*•.,, f f { �x rn �'• � �` � • • � • •. • • •• • •' /, i�kii� /✓�.�., "^^!j '{t f�ei ,/jf ±f /{"'`41�, "^+` t � f +� d \ �'"•� i ii�Ijlii` � ` Q ' ; f b .f' f `., •� G r r OV k do tit %, —{�r ' Pfl N t %% / • ftt �� ' rn 0 „4 f r r` ....._.. ! ,. Cry err y -4t o X r 6> r s -o r�o zrn� a ;a kp r64 N z N� r rnkzCSl © _ - @�4 0 Opp ,� @� r Q tQ Q_ kn --. �rnrnUt 4 n 4 Q 0 fl @ Q o Q 4 Q Cb 0 ( N E3 z SZ N 4D N Cl Q n N 3 0 Q fl p -- p N fl 0 0 =r @ Q N t �b x_044' 0 -� @ s L_ � jNL4 Q`� Q QflQN QN Ql p N n 0 411 0 p .-•� CSI -= •.... `Z N Z N Q � .� `` '< -n @ � � � � � pflrTt �o�. c@o�•o � � NQ� � ��• Q � �@ r. ° �� LIZ Qx mbrnro3 Nkz 1 `• O Q - � y�I w fl -�t�n i� R p ( flQ b—) 4 Qc z tTi til 10 @ @ @ b Ql � � Ci ` tj Lc fi�' Q o' �- Li s� N Q 0 � � 1 o -+ rn o 1 � b � � 1 �• 1 � 1 m 3 I t t J� V � �✓ .C;, l 1VIASLAK RESIDENCE LOT 12, VAIL VALLEY -THIRD FILING TOWN OF VAIL EAGLE COUNTY, COLORADO n O N y Z 0 Y 0 T r rn o 1 z Z ii 4 I-oll I I �' j `c' (3 tit ����� -� � .fi � a NN �xtz4 7U --� :`��`��. rnrnrn �� p �•`< rn -e rn c�pr Q �� ��34�? ar rnt -� i� ��` C c�rctt z ( ANN (3 )� (- --i — QIk (N : - 4 z (A M p ��fi � d _ � z ~ ��r z � Z tij i�� u� �� � rnp� @) tirn A 4 X r • 0 77 m C) En m 0 0 m Am z m z > z 0 1 0 0 00 lo;,Uu X O I 8 25 -0 ;a Z Im m O z 00 0 IM S o - o(j) mr ;u> 013 ch ( c F A 0 c M :t s om M m • 0 77 m C) En m 0 0 m Am z m z > z 0 1 0 0 00 lo;,Uu mo �z O I 8 25 -0 ;a Z Im m O z 00 0 IM S o - o(j) mr ;u> 013 ch ( c F A 0 c M (1) s om M m z 0 Z8 2 0 0 5� > z 0 0 0,0 0 a (1) c z, m o > M 0 W ;o 0 !9:� m z m U) ffi a 00 0 ,; m 013 c U) ;u > 0 U) > r rn rn� ii m rn ;u> (nmin oam rr , M 00 C 0 z Ocn o;u cu X > z !u m > ;u om 0 z z IM M (n > c m zz > M M m ;u > zw> Z(n 0 >o 71 c) 6 z W 00 m W-1 q 2 ;a 0 m � M m m 0 m * a a) Fn m 0 > A 0 0 'u it O F �i rn 0 C) r - 0 G) Z 00 0>0 z (1) --1 'o -0 mm m m ;o 0 m 0 Irn > m , ;o ��� om M m rn O EM ;. V 0, 0 0 M. 0 0 5� o , M< 0 0 0,0 0 0 0 0 0 0 ; > o 0 0 , A zc 0 > - m .4 m C P 0 o z In ox 0 zooz U) > ba o U) Z r it O F �i rn m m 0 ©M - T' > A t A (D m ;o 0 m 0 y > z z ��� oz c --1 rn 0 z � � ;u z m C 00 0 C U) 0 b z N b zr ba it O F �i x x x ti rq O b b A o rn Qn t\3 3: N N 1i i ffix W1 MENE 3F cn � y ', - • .,,, ; \ '. 0 N t m- 4 MW 14 2 0, SWIM I W all o C7 0 '0 0 Pop 1 011, ilia 1110 1 YM r z q -0 t A (D x x x ti rq O b b A o rn Qn t\3 3: N N 1i i ffix W1 MENE 3F cn � y ', - • .,,, ; \ '. 0 N t m- 4 MW 14 2 0, SWIM I W all o C7 0 '0 0 Pop 1 011, ilia 1110 1 YM T k� 1 zo 4 � 1 �z� rz� rn k rn brn O N ti iv 0,0 5 0, 01 % % R, , I ME 0, WIN. 00, Fly m Flow 1, a 01104, ME lo MA A 12 "X 0 I WE Mill PVZINO4tPIAPPO, Wool 1. plo, 0 MA kwill 0 0 04 ON Z S Z K) 4 flu o rnz��r t A (D rn z y z ��� til rn o z � � © { to � b z N b zr ba T k� 1 zo 4 � 1 �z� rz� rn k rn brn O N ti iv 0,0 5 0, 01 % % R, , I ME 0, WIN. 00, Fly m Flow 1, a 01104, ME lo MA A 12 "X 0 I WE Mill PVZINO4tPIAPPO, Wool 1. plo, 0 MA kwill 0 0 04 ON Z S Z K) 4 flu o rno M ASLAK RESIDENCE LOT 12 VAIL VALLEY - THIRD FILING TOWN OF VAIL EAGLE COUNTY COLORADO � r � � Nis tT, kD rn rn rnz��r rn ��� til z � � � to �� u 4 z zr ba rno M ASLAK RESIDENCE LOT 12 VAIL VALLEY - THIRD FILING TOWN OF VAIL EAGLE COUNTY COLORADO � r � � Nis tT, kD rn rn T 0 =r > 0 rnz��r (D X ��� til z � � � to T 0 =r > 0 tit -4 d + i V1 -4 1 Cp Vt t t t t ' t Cp (T1 �s t i i w t -.► t Ut i (n Vt 4 � i i t kn i -4 w 4 i to i -a ORIVEAAY ENTRY $ AUTOCOURT. 130 TOTAL O b r z m n r rn XI (Si - r t z b i' 0-q i cn cn to w t ~ ' w i v1 w to " i w w cn cn t cn 6 t t 6 cn 6 U O 1 u1 w v1 -4 1 w w i I t I FRONT ENTRY AALK TO FRONT DOOR. lay TOTAL wK www @ Lc @ o 's Ci 3 i1 C� i1 N N 0 'p 1 X Q N N( - 3' S� `Q "13 L. O -h 6 6 i1 Q@ i1 ij X = @ @ 11 3 p ij 0 0 0 o a z fl Q i1 O- c — i1 Q) N c CS' d to @ At # # 0 0 0 0 - tf 3 C3 - 1 � 0 b LZ c 9 4 °— Uo �G\ i1 Q t0 rt Lfl - tt i6- _4 i6" tt Z- - 1] `11 Z 4 `T[ i6- - Tt i6- `t1 4 `i1 Q N N N N N rt N N N N tit O i O N� O O N O o w 0 0 N a 0 0 w t� T N tw t�i ►�i to kn kn C3 ' ' tj ` 4 ' Q d ' �n ' kn kn Ut �n BACK AALKAAY TO ROCK &AROBN AND FIREP/7. 210 TOTAL En to `I t U1 to w w NORTH NOU6E / LOAER LEVEL. 65 TOTAL Ut 0� t t w w cn i w p p` 0 0 cr � cn � —s � � •� w w � v1 cn w cn ti -� � cr GARDEN AREA. 163 TOTAL cn 4 G % % n •� 0- 3 i1. �' p ' LIZ CT N C rr L 3 i1 i1 fl- `0 L @ N v-- O (p _ i1 Liz rn o @ 0 h 11 N � 1 1 ib O k O O w o ) b �ar�b z O C 0 C`TT rn � �b(J) b T � rn 0 b ©_ y y w O b z b O � � / (1) c z c y s k N Q` C fl r,- 0 Q• N A" (0 @ 0 7a 713 N � � � 0 0 67 @ � 4 r Q fl N o z 4 O 4 0 0 4 s S q tS' n- t0 Lz S1 @ 0 C N' N N 0 @ @ @ @ N C C N X X h n @@ 4 0 n - c i1 @� `a X @@ 4 c _ z 9 — h h O to C Q i1 Q to Q xI 3 Iri 4 N { @ (Ott < Lra LiE Lc Cb O to uC � N ZZ z O Q d Q y, ` .0 tj (-� x 1 a l tj Ul z a O R O a© zkrn� b y y r Z (J) w r T r d Q-,S3 N b Xi fTt y b C` O � 4` 0 _t � � � �• z � Q� b w tn �Z(J) R zi ul y0 t t � Q Q 4 m -► to 4 w N b . tit Ut W - i `' `tt 4 s `(► p ° ~ h h s� t3 `t3 i` - 1 @ r - i1 `0 13 ) 4 tit to s� c (� c N i �° -4 6 fl tD 111p @ O ` 4p @`1 e @ on °rnr, ~� s'ii�0 67 - a 1 p ,, to ti s �C 7Q iJ ni -. _Q 4 @W siN k @ , SJ @ 4 S �@ h O4� @0 @ �-�W W g� i3��*�► �� y W - 4 o O �Q -.. 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ANGLE B.O. BOTTOM OF GLO CF I L I NCB CI GAST IRON CJ CONTROL JOINT C CENTER LI CLR COLOR GMU CONCRETE MASONRY UNIT GO GLEANOUT COL COLUMN DO DOUBLE NALL OVENS DN D ISHNASHER Fa EQUAL FD FLOOR DRAIN FDN FOUNDATION FIN FIN15H FLR FLOOR F.O.N. FACE OF NALL(5TUD,ETC) FTC- FOOT I NCB GYP 6) - 'F5UM NALL BOARD 0L 6LA55 /6LAZ I NG HM HOLLON ME HT HF I OHT N5UL INSULATION KIT KITCHEN LF LON POINT MO MASONRY OPEN I N(5 MTL METAL NEC NE01=55ARY N I O NOT IN CONTRACT NO NUMBER NT5 NOT TO SCALE OH OPPOS HAND OF& OPFNIN6 FL LAM PLASTI LAMINATE PLE30 PLUMB 1 NG FL FROFFRTY L I NE PLND PLYN OOD R R15ER RD ROOF DRAIN RFFL REFLECTED RFa REaUIRFD REV REVERSE T TREAD TEL TELEPHONE THK THICK /TH I CKNE55 TYP TYPICAL H 1MI1 ♦ a. T.O.S. REVIEW "I WE 65 SMOOTH 6YF U.N.O. UNLESS NOTED OTHERN I V VINYL GT EIRE TAPED G`r'P GT T TREAD TEL TELEPHONE THK THICK /TH I CKNE55 TYP TYPICAL T.O.D. TOP OF DECK I NCB T.O.S. TOP OF SLAB 65 SMOOTH 6YF U.N.O. UNLESS NOTED OTHERN I I V VARIES I W/ KITH VI/0 N I THOUT NO NATER GL05ET N/D NA5HER /DRYER NT NF 1GHT N0: A j N I VA Cl 0 CODE INFORMATION TH15 PROJECT SHALL COMPLY WITH ALL APPLICABLE CODES AND CODE AMENDMENTS AS ADOPTED BY EAGLE COUNTY ON JANUARY 01, 2004, TO INCLUDE, BUT NOT BE LIMITED TO: ARCHITECT GWATHMEY PRATT SCHULTZ LINDALLARCHITECT5, P.C. 1000 SOUTH FRONTAGE ROAD WE5T VAIL, 00 8165-1 (1 - 10) 476 -114'1 FAX (1 - 10) 4 - 16 -1612 OM ER LULETA $ SAMUEL MA5LAK 161 HIGH ROAD WOOD51DE, CA 1 4062 (650) 565 -4111 FAX (650) 365 -4113 GENERAL CONTRACTOR GEORGE SHAEFFER CONSTRUCTION P.O. BOX 3 - 13 VAIL CO 81658 M - 10) 845 5656 F AX ( -1 0) 54 51RUCTURAL EN (5I NEER KRM CONSULTANTS, INC PO BOX 45 -12 VAIL, GO 81655 (1 -10) 14 -1311 FAX (1 10) 141 -15 CIVIL /51TE ENGINEERING MARLIN ENGINEERING PO BOX 1062 AVON, GO 81620 (1 - 10) - 148 02 - 14 5OIL5 /6EOTE0HNI0AL ENGINEER HEPWORTH PAWLAK (5EOTECHNICAL INC 5020 COUNTY ROAD 154 GLENWOOD 5PR GO 81 M 145 - 1188 FAX M - 10) 145 8454 LAND50APE DE516N DENNIS ANDERSON P.O. BOX 138 EDWARD5, CO 81632 M 70) 126 -1200 KITCHEN DE5I6NER THURSTON KITCHEN AND BATH 40814 U5 HWY 6 AVON, 00 81620 (1 -10) 141 5500 GON5ULTINC-7 EN6INEER5 RADAR ENGINEERING 40610 U5 HIGHWAY 6 4 24 AVON, CO 81620 ( 1 - 10) 845 -1110 LIGHTING DE516N WHITE LIGHTING DESIGN 5115 CHASE 5TREET WHEAT RIDGE, 00 50212 (303)463 -6661 2003 INTERNATIONAL RESIDENTIAL CODE 2002 NATIONAL ELECTRICAL CODE 2000 UNIFORM PLUMBING CODE 2003 INTERNATIONAL MECHANICAL CODE ROOM FINISH 5YMB0L / KEY TO ROOM FIN 1 5HE5 EXTERIOR MATERIALS STONE COLOR AND T EXTURE: MOUNTAIN ASH GRANITE /DRY 5TAGK ROOF DO AND PATTERN: VAIL MAJESTIC COPPER SHINGLES N I ND COLOR: NH I TE A-, DRAWING INDEX ARCH I TECTURAL6 L -I 6R.,4DINC5, DRAINAGE, CONSTRUCTION L -2 CONSTRUCTION DETAILS L -5 PLANTING PLAN A2.1 LONER LEVEL PLAN A2.2 MAIN LEVEL PLAN A23 UPPER LEVEL PLAN A2.4 OB5ERVATORY LEVEL PLAN A2.5 ROOF PLAN A2.6 LONER LVL REFLECTED GE IL I NO PLAN A21 MAIN LVL REFLECTED CE I L I NCB PLAN A2.8 UPPER LVL REFLECTED CEILING FLAN ,45.1 NORTH ELEVATION A3.2 NEST ELEVATION ,43.3 SOUTH ELEVATION A3.4 EAST ELEVATION A4.1 BUILDING SECTIONS ,45.1 Typical Nall Section A5.IB Typical Nall Section A5.2 Typical Floor Construction ,453 Deck 4 Exterior Stair Detoi Is A33B Deck $ Exterior Stair Detoi Is A5.4 Framing Detai 15, Garage Door Detai Is /435 Hearth Room Fi rep lace A5.6 Not Used A51 Master Bedroom $ Great Rm Fireplace ,46.1 Window /Door Elevations, Dear Schedule A6.2 Nindovv Detai IS A6.3 Door Detai Is A - 7.IR Enlarged Stair Plans A - 7.15 Stair Framing Plans A - 1.2R Stair 5ection5 STRUCTURA L, ROOM NAME/NUMBER CEILING HT (APPRO XIMATE) _. ----- v VARIES(SLOFFD) FLOOR -- ° ° "` ~� BASF \- -NA -- GF I L I NCB C CARFET $ PAD ST STONE, SNAPPED OF TEXTURED 6 OF TEXTURED 6YF CO CONCRETE T TILE C-75 SMOOTH GYF 65 SMOOTH 6YF 5T STONE V VINYL GT EIRE TAPED G`r'P GT FIRE TAPED &YF T TILE N NOOD F PLASTER F PLASTER V VINYL ST STONE T TILE N NOOD T TILE N WOOD N WOOD NF WALL FAFER GRAPH I G KEY TO MATER IAL5 DRAM I N6 5YMBOL5 II�11 EARTH GMU x' -x• FLOOR OR REVISION °1111 T.O. SPOT ELEVATION X 5YMBOL STONE PLYWOOD / DOOR NO. - _ INTERIOR ELEVATION _ Asal SYMBOL CONCRETE BAIT I N5UL'N W 1 NDOW TYPE X SECTION NO. 7.0 SHEET NO. 5DDlGRA55 RIGID INSUL'N HOLLOW MTL X DETAIL NO. RGH 5TU5 <X-X WALL TYPE Al2 SHEET NO. STEEL FINISH WOOD COONTPOUR D �`-- CONTOUR K (TCHENS � 5ATHR00MS PER KITCHEN DF5I6NER 51 TITLE SHEET, ABBREVIATION L15T 52A FOUNDATION PLAN 52E3 NALKNA`r RFTA I N I NCB WALL PLAN 53 MAIN FLOOR FRAMING PLAN 54 UPPER FLOOR FRAMING PLAN 55 ROOF / OBSERVATORY FRAI -i I N6 PLAN 56 57RUCTURAL DETAILS 5 STRUCTURAL DETAILS 5e5 STRUCTURAL DETAILS 5q STRUCTURAL DETAILS 51 0 57RU071;;UAL DETAILS MECHA N I CAL. Gwathmey Pratt Schultz Architects, p.a 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476 -1147 Fax: (970) 476 -1612 W J I This document, d d the Ideas and designs Inco orated herein, as on Instrument of professional service, is the property of Gwathmey /Pratt Schultz Architects, P.C. and is not to be used, in whole or in part, for any other project without the written authorization of Edward M. C>wathmey Jr., Henry R. Pratt, or Sidney Schultz, • Morch 20 Revis .r W Sheet Number IN= ZIM�� ANCHOR BOLT ABOVE AREA DRA IN ADJACENT ABOVE FINISH FLOOR ALUMINUM ALTERNA ACCESS PANEL ANGLE BOTTOM OF CEILING CAST IRON CONTROL JOINT CENTER LINE COLOR CONCRETE MASONRY UNIT CLEANOUT COLUMN DRAKN& INDEX GOOI SITE SURVEY I ARCHITECTURAL EXTERIOR MATERIALS STONE C OLOR AND TEXTU MOUNTAIN A51-1 GRANITE /DRY STACK Al TERNATINC, ROOF COLOR AND PATTERN: STAGGERED BUTT EARTH TONES -BROWN WINDOW COLOR: WHITE A7.1 Stair Section A°7.2 Stair Detai IS i M ZYA R6H DO DOUBLE MALL OVENS 5T STONE, SNAPPED DW DISHWASHER RO EO EOUAL TEXTURED GYP FD FLOOR, DRA IN RM FDN FOUNDATION 65 FIN FIN15H SEAL FLR FLOOR ST F.O.W. FACE OF NALL(STUD,ETC) SHT FTG FOOT 1 N6 FIRE TAPED GYP 6YP 6"T F5UM WALL B OARD -- GL GLAS5 /6LAZ I N6 TILE HM HOLLOW METAL Sim HT HE 16HT P I NSUL INSULATION 506 KIT_ KITCHEN ,�C LP LORI POINT SPEC' D 1 MASONRY OPEN I N6 TILE MTL METAL SPECS NEC NECESSARY T N 1C NOT IN CONTRACT STD NO NUMBER ELEVATION NTS NOT TO SCALE STOR OH OPP051TE HAND WOOD OF & OPENING X PL LAM PLASTIC LAMINA Aa.0 PL86 PLUMB I N6 WP PL PROPERTY LINE 1 PLWD PLYWOOD R RISER RD ROOF DRA IN REFL REFLECTED REa REQUIRED REV REVERSE DRAKN& INDEX GOOI SITE SURVEY I ARCHITECTURAL EXTERIOR MATERIALS STONE C OLOR AND TEXTU MOUNTAIN A51-1 GRANITE /DRY STACK Al TERNATINC, ROOF COLOR AND PATTERN: STAGGERED BUTT EARTH TONES -BROWN WINDOW COLOR: WHITE A7.1 Stair Section A°7.2 Stair Detai IS i M ZYA R6H ROUGH 5T STONE, SNAPPED ARCHITECT RO ROUGH OPENING TEXTURED GYP 000 SOUTH FRONTAGE ROAD WEISTGTS, P.G. RM ROOM 65 VAIL, CO 81657 (c! 476 -1147 FAX (c-i70) 476 -1612 SEAL SEALANT ST OWNER SHT SHEE FIRE TAPED GYP LULETA $ SAMUEL MASLAK -- T TILE C161 HIGH ROAD Sim S IMILAR P WOOD512E, GA c14062 (650) 565 -4111 FAX (650) 565 -4113 506 SLAB ON GRADE ,�C (5ENERAL CONTRACTOR SPEC' D SPEC IFIED TILE W SPECS SPEC I F I CATI ONS T TILE STD STANDARD ELEVATION STRUCTURAL ENGINEER STOR STORAGE WOOD KRM CONSULTANTS, INC PO B0X 4572 X WINDOW TYPE Aa.0 VAIL, CO P11658 (q70) 1 -ci5q FAX (1:170) C -1577 T TREAD TEL TELEPHONE THK THICK /THICKNESS TYF' TYPICAL T.O.D. TOP OF DEOK I NG T.O.S. TOP OF SLAB U.N.O. UNLESS NOTED OTHERWIS V VARIES I W/ WITH N10 WITHOUT WG WATER CLOSET Y / D MASHER /DRYER I "T WEIGHT l i CIVIL /SITE EN&INEERIN6 50ILS /6F- OTECHNIGAL ENGINEER GORE RANGE SURVEYING, LLC 512c1 LON65UN LANE AVON, CO £31620 (CMO) 471 -86x8 FAX (c170) 47 1 -0055 LANDSCAPE DE516N KITCHEN DES I CANER 0ON5ULTIN6 EN61NEER5 CODE INFORMATION TH15 PROJECT SHALL COMPLY WITH ALL APPLICABLE CODES AND CODE AMENDMENTS AS ,ADOPTED BY EAGLE COUNTY ON JANUARY 01, 2004, TO INCLUDE, BUT NOT BE LIMITED TO: SYMBOLS 2003 INTERNATIONAL RESIDENTIAL CODE 2002 NATIONAL ELECTRICAL CODE 2000 UNIFORM PLUMBING CODE 2003 INTERNATIONAL MECHANICAL GORE ROOM FINI 5YMB0L. / KEY TO ROOM FIN 15HE5 ROOM NAME /NUMBER CEILING HT (APPROXIMATE) v VARIES(SLOPED) BASE WALLS CEILING C CARPET $ PAD 5T STONE, SNAPPED OF TEXTURED GYP OF TEXTURED GYP CO CONCRETE T TILE 65 SMOOTH GYP 65 SMOOTH GYP ST STONE V VINYL 6T FIRE TAPED GYP OT FIRE TAPED GYP T TILE W WOOD P PLASTER: P PLASTER V VINYL ,�C ST STONE T TILE W WOOD T TILE W WOOD ELEVATION -� W WOOD X WINDOW TYPE Aa.0 SYMBOL WP WALL PAPER BATT INSUL'N &RAPHIC KEY TO MATERIALS ^,. , DRAWING 51'MBOL5 Int El RI = II10f"R) X 111 EARTH CMU M.h - x FLOOR OR Ax REVISION = 1111 = I " r/ I r no. SPOT ELEVATION SYMBOL ,' STONE PLYWOOD ,�C DOOR NO. - _ - INTERIOR ELEVATION -� X WINDOW TYPE Aa.0 SYMBOL CONCRETE BATT INSUL'N x Ir SECTION NO. 5O2lGRA55 RIGID {NSUL'N GD HOLLOW MTL �`�' SHEET NO. X DETAIL NO. RGH STUD <X.X WALL TYPE A1.2 SHEET NO. STEEL FINISH WOOD �� CONTO R D �`�-- ` ".__ COINTOUR A2.0 EXISTING CONDITIONS PLAN A2.0 -1 SITE $ GRADING PLAN A2.0 -2 LANDSCAPE PLAN A2.0 -5 6RFA CALCULATIONS A2.0 -4 51TE LIGHTING $ TREE PRESERVATION PLAN A2.0 -5 NATURAL EXISTING GRADES UNDER PROPOSED ROOF A2.1 LOWER LEVEL PLAN A2.2 MAIN LEVEL PLAN A23 UPPER LEVEL PLAN A2.4 OBSERVATORY LEVEL PLAN A2.5 ROOF PLAN A2.1 REFLECTED GE I L I NO PLANS A5.1 SOUTH ELEVATION A5.2 WEST ELEVATION A53 EAST ELEVATION ,45.4 NORTH ELEVATION A4.1 BUILDING SECTIONS A5.1 Typical Wall Section A5.2 Typical Floor Construction A53 Deck $ Exterior Stair Details A5.4 Frarnina Details, Garage Door Details A5.5 Hea rth Room Firep A5.1 Great Room Fireplace A5.7 Master Bedroom Fireplace ,41.1 WindOW /Door EleVotions, Door Schedule ,41.2 Window Detai 15 A1.5 Door Detoi Is ♦ int ^,. , Int El ♦ r Int Ay. Aa I n t erior, ° ,, ♦ O I I " r/ I ELECTR I El LOWER FLOOR ELECTRICAL PLAN E2 MAIN LEVEL ELECTRICAL PLAN E5 UPPER FLOOR ELECTRICAL PLAN INTERIOR DES I GN PER INTERIOR DESIGNER 0 PER .vv i nF s i R-iLEN A 1, :1_.1.11 PER KITCHEN DEISNER MECHANICAL. � r Town of it El: P-npy 0FF11CM'�"m'W1%# Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476 -1147 Fax: (470) 476 -1612 111 J M1 C� Copyrigt- Gwothm Archifec'. All Rights This docurr and desig herein, as Profession property Schultz A, to be use any othe written o M. Gwat,Tmey or Sidn(,y Schultz. M ZN- - n 1 E k D M. � I N, £ "§ £ {1l'if 111.E q m o �m m Aj Sheet Number LOWER LEVEL 3970 SQ FT (UNFINISHED + FINISHED) 3873 x 52% UNEXPOSED = 2064 3970 -2064 1906 SQ FT TOTAL GRFA MAIN LEVEL t► FT (GARAGE + FINISHED) -900 (300 SQ FT / CAR, 4 ALLOWED ON DUPLEX LOT, 3 PROPOSED) 2721 SQ FT TOTAL GRFA I A slow • A • j 6875 G RAN f TOTAL G R i I I W U O W I Z I I 1 I 49% EXPOSED j 0% EXPOSED I i I 79% EXPOSED i (146.09 EXPOSED SF OF UNEXPOSED 185.05 SF TOTAL WALL AREA) - - - -- / I X I I D @ 9 '- 6 " BOTTOM O FL OOR STRUCTUR (250.79 EXPOSED SF OF r - -- 510.92 SF TOTAL WALL AREA) I it ( EXPOSED I I i L-------- - - - - -� 100 EXPOSED (1222.33 SF TOTAL WALL AREA) L� - - -- �- -- lower 3970 SF V ( I — 011 P' - main / 3621 SF NO Mail � i 16 .. _ I I _ I upper 1922SF/// I if I Y I great room / vault i 191 SF �I / I I 1 61' I I — QII ro €an Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476 -1147 Fax: (970) 476 -1612 11J -t W C�1 Copyright Gwothmey /Prott /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs incorporated herein, as an Instrument of professional service, is the property of Gwathmey /Pratt Schultz Architects, P.C. and is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwothmey Jr., Henry R. Pratt, or Sidney Schultz. .r T ! 7 5 ♦6 >R APRIL •. Selecti I C ., Sheet Number r ALL OWED i PROPOSED i GRF 7, 96 9 MAX 6 SITE C i! • LANDSC •. LOWER LEVEL 3970 SQ FT (UNFINISHED + FINISHED) 3873 x 52% UNEXPOSED = 2064 3970 -2064 1906 SQ FT TOTAL GRFA MAIN LEVEL t► FT (GARAGE + FINISHED) -900 (300 SQ FT / CAR, 4 ALLOWED ON DUPLEX LOT, 3 PROPOSED) 2721 SQ FT TOTAL GRFA I A slow • A • j 6875 G RAN f TOTAL G R i I I W U O W I Z I I 1 I 49% EXPOSED j 0% EXPOSED I i I 79% EXPOSED i (146.09 EXPOSED SF OF UNEXPOSED 185.05 SF TOTAL WALL AREA) - - - -- / I X I I D @ 9 '- 6 " BOTTOM O FL OOR STRUCTUR (250.79 EXPOSED SF OF r - -- 510.92 SF TOTAL WALL AREA) I it ( EXPOSED I I i L-------- - - - - -� 100 EXPOSED (1222.33 SF TOTAL WALL AREA) L� - - -- �- -- lower 3970 SF V ( I — 011 P' - main / 3621 SF NO Mail � i 16 .. _ I I _ I upper 1922SF/// I if I Y I great room / vault i 191 SF �I / I I 1 61' I I — QII ro €an Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476 -1147 Fax: (970) 476 -1612 11J -t W C�1 Copyright Gwothmey /Prott /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs incorporated herein, as an Instrument of professional service, is the property of Gwathmey /Pratt Schultz Architects, P.C. and is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwothmey Jr., Henry R. Pratt, or Sidney Schultz. .r T ! 7 5 ♦6 >R APRIL •. Selecti I C ., Sheet Number r CON57RUG7ION N07E5 Contractor shall verify existing site Information , Including structures, utilities, property Imes, easements, limits of roadways and curb and gutters that may effect the scope of work prior to beginning site construction. 2. The contractor shall be responsible for contacting all utility companies for Held location of all underground utility , 4 lines prior to any excavation. landscape contractor shall take sole responsibility for any cost Incurred due to damage of said utilities. 3, General Contractor to provide and Install all Irrigation 2 -4" PVC sleeving to all planting area prior to paving and wall construction. Coordinate with Landscape Contractor to provide sleeving locations and Information. 4. Provide all compaction shall be in accordance with the 5oils Report. _ EXISTING SPRUCE _._. �„ -_' _- TREES DEN LAi• P.O. Pho ,ON E 32 5. Provide written notification of ail discrepancies between existing and proposed site improvements - 6, Controctor(s) shall employ a licensed surveyor to establish all work lines. Contractor shalt stake out a!1 areas f. - °� LIMIT OF fltSTURBANGE LINE including walks, walls and driveways and obtain the approval of the architect prior to construction. VAX -i Ai( work shall comply with all applicable codes and ordinances. / PEt5TR1AN PROPERTY L I NE TRAIL 5. All finished grades shall provide for natural runoff of water without low spots or pockets. The site surrounding the _- ' ` - 3 5T0NE . , buildin ��,, • � • t� J should slo e w I aa in ail directions. A minimum of 12'" In the first 10'(10,%) for un and 3" in the " J � � ,.." , ._... ...., ... - ..._.... __... wrwr rrrlr ��.,�� ` first 10'(2.5%) of paved areas Finished grades for planting areas are to be 2" below top of adjacent paving or tops of walls. �''� r • ♦: ` ``*. !p, Dimension are from face of stud on building to centerline of garden walls, Verify prior to construction. p.. ~- ~~ °e` �t ° \. 4 4' MAX.' HIGH NE " ���° "�;' . `� `• , L -2 BOULDER WALL TOP501L; General contractor to bring II. g rade to -12 from finished g rade. Landscape Contractor to sup and lace 9 g " 9 i:' pp y p i "' �- : G l:_ • •. � c�_� :� ra3_;�,:: c�F >.<rr,:,�' � , ' • _ • `� : �' `., It / tt 4 '`�„� r -, rz 12 of 12 'v.;2.�aa �u.��`•w �. '�, � . °`. ♦ � ( � YL.G�T/{GJ max. screened topsoil to finished grade. Perennial beds to be overexcovoted by Landscape Contractor E • `�. .:. •.• ' �, x : "' * ♦, .� .� 111 L to have ( &" of roto- tilled screened lantin soil. o ` tF ?k. No: ? 89725; L -2 G,4RDEN W E . � � �� ♦ 1 p g , a V . .♦ \ \ RA15ED PLOT5. �� • : • .: c��` APPROX. 4'X15` 12. All grading and drainage Including drain pipes, trench drains, drain inlets to be designed by a Civil Engineer. Ali 1.. gip. `� - `- �;a4��•� PLANTING AREA concrete paving, walls, steps to have reinforcing designed by a structural engineer. Al! subslob and subbase wall .• ' V "" :�- t . ,'•� • ,; t and paving compaction requirements to be specified by a geotechinol engineer Information on this plan provided LIMIT OF DISTURBANCE LINE ;:.' � %"'"'- �` ♦: '���: �, ' ~� \v �` _ :ry�A ��` .. � `'� � � 6O�-F y t for la out locations only ��..� : f : t ✓' r .••- • �..tr ' -- ;�'° `"' A65 NE YERS COUI E POND I3. BOULDERS �°"°;� :: `� • ,� y .... ---- -' � ., .. �% • � �,� "''`,��:;� : � : � � �` ,� , ` ' �'` �' ��• UNSUITABLE BOULDERS TO BE REMOVED FROM THE SITE BY Ti-1E GENERAL CONTRACTOR. .l'�; ' �� •�*.�.� \� �� }� �, MORTAR 5ET EXISTING 5MOOTH G B RANITE 0ULDER5 TO BE USED FOR GARDEN WALLS BY LANDSCAPE CONTRACTOR. ,!.: :: t P u5TIa 6 A i �� 570NE PAVING LANDSCAPE CONTRACTOR TO IMPORT AND PLACE IMPORTED NATIVE' GRANITE BOULDERS FOR ROCK GARDEN PROPERTY LINE S , `°` �i ° � � � G � `•�+► ,` ti � `ca„ to MA �� � Q NEAR FIRE PIT AREA : 5 i -° ',r ` +417. '� 2` RAIL, 5PL I,T RA i& ' ' � A `% � ' HOU5E PATIO � O �t �, . E ib�ND. GATE ' • x / % LTEfl t ``; EXI5TiNG SNOWME �"'�� DRAINAGE SWALE �� •' -� e • ` ` :; "t� �a� 4 PEDE5TR1�4N --{ 9 9 t p MORTAR, , �, , • •� 'PIONEER 1 ° .� • ' • `\ CARD N r<3 : s % \ TAIL �� a r ►.-� MAIN LEVEL OUAR7Z 5T0NE ♦{ ' 1 .: : � 5� : � ,: c� • PLOTS ` FiN. FLOOR .� ' �.. • Lys• /: "' EX15T/N6 ASPEN ° t , . a 60,66, PAVING •�„� 11 ".d \\ /, / k` 'U� '^,. 'Iry ____ • ' t • . . a �� l ♦ • •t, ° r • 5 !!G N��R s. t 3, r ,s r r `. °\ �+ ,t\ FIRE' PIT L-2 � � � RAILING WHERE ° ' � { ' 4 -6 R % 5ER3 ' \ L.E6END WALL 15 ABOVE 2' f.� '� `7 \ f _r _� ti a}e ,, " `C 14 MiN. AD..�• H1GH ON WE5T 51DE !� •� ♦♦ j 3% �, f b STEPPII 5TH L'. i=`' SNOWMELTED LOWER LEVEL - _ F GS QN ''PAVERS STEPS ANLP R ✓�'' O . VE' INLET. PIPE TO - - - -- - '__ EXISTING CONTOUR STONE VENEER — -__� ' \ {. ` �' MORTAR 5ET FIN. FLOOR 4 . , • \ t r t, VET LA (V ' t ti + g �/ TO MAT<, PA lla(G `''� ►� GL CENTERLINE RETAINING WALL 12" °°- ' t ai. 'PIONEER 4 ✓4 (T.0.5LA8) 4 • �� gyp, / H w ABOVE WALKWAY QUARTZ' 5TONE RU. ABOVE GA i� \, ♦♦♦ /,. , RDEN / + s • ♦,� RUSTIC GA GATE PROPOSE D CONTOUR EQ EQUAL G r BG Bottom of curb elevation ' _ + DRAIN '4q.G7' \ . *. - • ' i PAVING r �► °. : DAYLIGHT ; - " Rl5 I , �� , , / 20" H16H 57 " % B5 Bottom of step elevation STONE 1 ;'_; �� HANDRAIL 4 / ♦ ` ' } i ~ SHEET FLOW AND PERCENTAGE OF SLOPE t ( KN ~' / L -2 VENEER GARDEN N BW Bottom of wall elevation ' $!.C? PLANTER WALLS DRA /NAGS SWALE AND DIRECTION OF FLOW GJ Control j oint joint (saw cut) t i u: : ' ' / 8X1571 NG BOULDER t BURIED FRENCH / a " CMU Concrete masonry BLEND NEW GRADE � i f< t ;5 3• - WALL TO REMAIN t DRAIN. CONNECT WITH A 5MOOTH +' AND HARD PIPE TO 5T0NE VENEER 2 ~q .�`� r` :��� / 2 RAIL SPLIT RAIL GONT Continuos • t 5-6 SE'R5 TRAN5171ON 70 �� f `: a STEPS -2 t , • E � � , CULVERT t DRAiN PIPE GP Spa /pool coping elevation DRAINAGE 5WA1.E r V. i DAYLIGHT „ L t l4" Nf(N. 1 EAL75 / � y , FENCE p r \ 4 1-6 RI-SER5 T5 60.3 57 �' I • , �5PLANT ASPEN TO NEW Dl D rain inlet AT PROPERTY LINE ° / ,�35 +` t : ' S2� a ED E ' 1�QCATlOI DRAIN INLET f r+ _-�- t2 TREADS L' + t • - 10 EA 5EM T i NE DIA Diameter : 'i ll i' .• MORTAR 5ET 5T0NE 5 53.6. N L DRWG Drawings PAVING Al 5NOWMELT \ T TRANSFORMER ' , t ` w 5Y5TEM. RE. ARCH + �' ~° �. PROP RTY LINE EJ Expansion Joint t (; t ELEV Elevation :i - ,i. ROO DRIPL /NE w, $5 56.0. - X85.33.7 , { ri.' . f l ,• f // FI-A6570NE ' PA PLANTING AREA FG Finish grade elevation ii �� PAVERS "� ' 4 -6 " 15EK`5. . / REMOVE ALL EXISTING STONE VENEER S FIRE CONTROL - ----� -� --•�' . , / a `� ' , /\ BOULOER5 F M TH15 t t£ , 5ET IN MULCH' 14 h?iN TIAS Q \ Fl- Flow line of Swale + ' • PIPE - MAINTAIN OPEN 55.8 T5 3a: /. : J. / RETAINING WALL 12 „ '�• / .• ' ` AREA. TD TOP OF DRA INLET" ?;`• + / ` ;• ;► � / � \ F 5 Finish surface elevation A B O V E WALKWAY 35t3►� ACCESS r . _ , ' " '` \ KEEP 5MQOTH ,NITS High HP Hi h oint elevation } +57.2 : -/+ '' ''� // ULDERS FOR \ TA TOP OF WALL p t t • 5;- HT Height t (� so O � /,/ ARDEN BOULDER\ TA 60.75 ` ��� °'� : o +60.16 � � �"_� +6x.66 � �� ,, W.�L.LS. BW BOTTOM OF WALL LP Low point elevation + 60.16 / 3 STONE \ MAX Maximum t ry ^ � y f L 2 EDGER v v + SPOT ELEVATION a^ + 1 � . r T a `� ; fi^ i t i t t Y r i " i �i A--- � � l / r LIMIT OF MIN Minimum 571 NG ASPEN t - 8X1 t v �' . '� , i' � � \ '--' � /1515TURBANGE LINE \ O.G. On Center �. , ; �;�b..."k �/' 85 BOTTOM OF STEP 4�1 ..�i.. i i _, a i i IS FOR �_. Jr t �. t / iss P.A. Planting rea t t , - .. M B3 g t• .. . 355 : � PVMT Pavement REVIEA 7-17-0.6 5 TOP OF 5TEP t y� -~ ^, r ��.:' i r R Radius °' q.a. ._ ,~ ? ".. ... ~ HAN12RA(L T .4 ` .." r i �`�PLANTED 4° �' � _ PAN / : L PROP05A 5 7-24-045 HP HIGH POINT FOR DRAINAGE OCATi t t • ,•. i , i _: �..� ". .� -� :�.w i...� fi=t ...� �� ..� _, TO Top of curb elevation , i -. , - _ .� � � ;- ;__,, _ � • 'L -."�. "T� '3±.1..�•..y •i ; '' t r ; , s "_ i � 4 :.w,• f' INTERLOCKING PAVER5. 7 N trF r ELa 5 (�tIL1 • / / aC J /Y MA5ABI BLACK 12 X 12 L\ GRANI EDG�`R z~ PAVER ON CONCRETE SLAB. t # ; ; _ I DETAIL NUMBER r t ° - 111 7R1N $, i / , •'' / \, L -4 SHEET NUMBER GOURCE 3 OUT- BAND TO BE SOLDIER _ : a- = ^: -.` .I'►iERIF ~ e 5 -b" R /5ER SAME PAVER. : ` , a a; y ~: y t : / �1 /� tl X 6" ` t ^ -` .. i.....^r. -i i .'.. .k x ..i. --fi t �7 ` ` x Tl 2 t fi • x Y i .. r I / / !1 ...__ Rli Y IEW a — e - 06 PROVIDE MOCK : ♦. - - "_. w wA .._ = i.. Y- _. z . a:, k ° � :' ` ` .* ,� / 14 M IN. TREADS .. ;. , . • • �-'d'.. I_ -^t N i M�°^ mot_ . ^ . ^s.« t ` J M UP FOR OWNERES GL CENTERLINE , �,`.•-u'" i i i _ �--t , z.. .. , u_ �- . , , : ... t , � .. �~ i . . / _� _ � EQ EQ UAL R RADIUS : 8X15 7 IN4/ ----- _ . _ 5PRUGE, TYP. 63 5EE IRRIGATION PLAN5 BY GRAND JUNCTION PIPE IRRIGATION SLEEViNG General Contractor to Instal( 2 -4" PVC sleeves to access all planting areas and per plan locations prior to paving walks, steps, driveways and patios. Provide locations Information for the Landscape Contractor. 5EE NOTE l3 AppROX 45 IMPORTED NATIVE GRANITE BOULOER5, 2'01A TO 4' DIAMETER. APPROX. 30 UNSUITABLE AND REMOVED FROM THE 51TE BY GENERAL CONTRAC APPROX. 40 ROUND, 51-100TH GRANITE ON 5/7E AND RELOCATED To GARDEN " 'PIONEER GUARTZ' 5TONE PAVING. MORTAR 5ET ON CONCRETE SLAB W/ SNOWMELT � SYSTEM CONOTRU071 N oa f f r' � / GONSTRUGTION 10 -27 - 0e / / )REMOVE I ADEN TREE SITE L.I&H7IN6 REFER TO WH17 LIGHTING DESIGN FOR LIGHTING PLAN5 5YMBOL TYPE QTY, MANUFACTURER MODEL # NOTES AD12RE55 2 ~ A + � -^. TWO 51DE5 CONTROLLED VIA PHOTOCELL LIGHT PATH LIGHT 1 7 Hinkley Lighting 1513MB 0" maximum height RECE55ED 13 SK "BRICK 5TAR" RECE55 -PO INTO STONE VENEER WALL LIGHT IO EF,MENT LINE EXTERIOR 3 FOR HOLIDAY L16H75 ``��'' JUNCTION 80X # r WA Ik FIRE HYDRANT CONOTRU071 N oa f f r' � / GONSTRUGTION 10 -27 - 0e / / )REMOVE I ADEN TREE SITE L.I&H7IN6 REFER TO WH17 LIGHTING DESIGN FOR LIGHTING PLAN5 5YMBOL TYPE QTY, MANUFACTURER MODEL # NOTES AD12RE55 2 Recessed LED Lights TWO 51DE5 CONTROLLED VIA PHOTOCELL LIGHT PATH LIGHT 1 7 Hinkley Lighting 1513MB 0" maximum height RECE55ED 13 SK "BRICK 5TAR" RECE55 -PO INTO STONE VENEER WALL LIGHT (j� EXTERIOR 3 FOR HOLIDAY L16H75 ``��'' JUNCTION 80X I HORIZ. LU LU cli MIRAPI 14ON FILTER FABRIC 12" GRAVEL DRAIN SOUL•ER5 SHALL BE 2' 3' DIAMETER 0-flN) IN 51ZE 6" DRAIN PER 504-5 ENGINEER. DRAIN 70 DAYLIGHT KEY BOULDER WALL 12" MIN INTO EX15TIN6 Ir 7b56RAl2E WULOER RE7AININ& AAU.L SCALE: NONE EX15TIN6 BOULDER WALL, 57AR7 12IMEN-510N.5 FROM BASE i t OF WALL 2 RAIL SPLIT RAIL—"' ln� FENCE BERRY 5HRUB5 6% -STONE( 5 ? 7 ;���f/'��ff \�/ ,, . r r „� f \� /f \ \ /,' \`� /f \\rf��\ /,r���f�r � s \ 48 `�, f f ��� ,,, � GROUND 0OVER 47 PLANTED IN 6AP5 EXI-57IN(65 BETkIEEN BOULDERS GRADE 46 N tqoR7 5 E FLA6570NE PAVING 70--/ MATCH ENTRY WALKWAY AND PATIO 44 3" 5TONE CAP 70 MATCH- 43 VENEER W I" OVERHANG C ONCRETE FOOTER POURED 42 4'-0" BELOW FIN15HEL> GRADE WITH (2) #4s CONTINUOUS HANORAll. &ARVEN PLOTS , - - CALE. 112"=P-O" 1" 50. IRON TUBING WITH 43' TWIST IN THE MIDOLE, HAMMERED, MATTE BLACK 2 H PINISH 2 IRON HANDRAIL, HAMMERED, MATTE BLACK FINISH T•PAO WIOT;4 + )7 70NE VENEER 70 MATCH ARCH gg IVA � „ \ II r te ; PAN M 'INN 0 INN INN: 99 1100 N . ml 'It'd 10 .. law CV-. gg v M.4 �\x 4 0 COMPACTED ROAD SA5E - 0 PER 5011-5 REPORT m G SCALE: IRON VOLUTE FOR ENO PIECE HANDRAIL \10UJM HEAD SCROLL, ENO PIECE 5" VIA, MATCHIN6 FLANGE WITH WATERPROOF SEALANT PAVING TO MATCH WALKWAYS AND PATIOS 6 SLAB W //4'S 0 12 D.C. EACH WAY AS SERVICE LINE (� - � -- �FIIRREE G IP P IITI SL SECTION - By ARCHITECTS IN DEN LAe P.O. Pho 01Z 10FI)FOR REVIEW 7-17-0e PROFOOALE) 7-24-Oe REF\//EpN e-2-0g REVIEW e-6-06 CON577RUCTION NOTE: VERIFY LOCATION OF GAS VALVE ON-OFF AND 10-27-06 POWER CONTROLLER LOCATION PRIOR TO CK TO ,1 11 ( 1 CAP. SMOOTH CRAY STONE VERIFY WITH OWNER x CONSTRUCTIO 4 CMU WALL _­FULLY GROUTED #4 RE-BAR cyrimr %xmrra DETAILS M097 OE7. ALL JOINTS A Apmc x -LIAN PROVIDE 4. LONG - MO(�K-0: FO R- REVIEW N A REA AND - APPROVAL FROM V Ll d Al" PLANTING BED OR NATIVE r5RA55 AREA BARK MULCH BRICK 70 MATCH X// x %A DRIVEWAY. MORTAR 5ET � ` ,f . ` , \\ r 4" CONC. BASE W 2 \'\ \ � \ X x x COMPA07EV ROAD BASE -SUB-6RAOE , - - CALE. 112"=P-O" 1" 50. IRON TUBING WITH 43' TWIST IN THE MIDOLE, HAMMERED, MATTE BLACK 2 H PINISH 2 IRON HANDRAIL, HAMMERED, MATTE BLACK FINISH T•PAO WIOT;4 + )7 70NE VENEER 70 MATCH ARCH gg IVA � „ \ II r te ; PAN M 'INN 0 INN INN: 99 1100 N . ml 'It'd 10 .. law CV-. gg v M.4 �\x 4 0 COMPACTED ROAD SA5E - 0 PER 5011-5 REPORT m G SCALE: IRON VOLUTE FOR ENO PIECE HANDRAIL \10UJM HEAD SCROLL, ENO PIECE 5" VIA, MATCHIN6 FLANGE WITH WATERPROOF SEALANT PAVING TO MATCH WALKWAYS AND PATIOS 6 SLAB W //4'S 0 12 D.C. EACH WAY AS SERVICE LINE (� - � -- �FIIRREE G IP P IITI SL SECTION - By ARCHITECTS IN DEN LAe P.O. Pho 01Z EXP. ANT, TYP , NEER QUARTZ PAVERS PER TYP OVER . . . . . . . . . . ............ SLA SHED GRAVEL ED] F PE STRVC PROVIDE BOND BEAM W/ CONTINUOUS J4 0 TOP COURSE. CMV AS REQUIRED DOWEL CONCRETE SURROUND TO SLAB W/ 14" FULL HEIGHT DOWELS. PROVIDE CONTINUOUS 04 0 TOP AND BOTTOM OF CONCRETE SURROUND. MONESSEN HEARTH GAS LOG SET USE A COMBINATION OF PROVIDE REMOVABLE DECORATIVE COPPER SPLIT PINE AND AMERICAN OAK LOGS COVER FOR FIRE PIT %; SHEET / ) -2 f 10FI)FOR REVIEW 7-17-0e PROFOOALE) 7-24-Oe REF\//EpN e-2-0g REVIEW e-6-06 CON577RUCTION NOTE: VERIFY LOCATION OF GAS VALVE ON-OFF AND 10-27-06 POWER CONTROLLER LOCATION PRIOR TO CONSTRUCTION CAP. SMOOTH CRAY STONE VERIFY WITH OWNER if PROVIDE BOND BEAM W/ CONTINUOUS #4 0 TOP COURSE. CMU AS REQUIRED CONSTRUCTIO 4 CMU WALL _­FULLY GROUTED #4 RE-BAR cyrimr %xmrra DETAILS EXP. ANT, TYP , NEER QUARTZ PAVERS PER TYP OVER . . . . . . . . . . ............ SLA SHED GRAVEL ED] F PE STRVC PROVIDE BOND BEAM W/ CONTINUOUS J4 0 TOP COURSE. CMV AS REQUIRED DOWEL CONCRETE SURROUND TO SLAB W/ 14" FULL HEIGHT DOWELS. PROVIDE CONTINUOUS 04 0 TOP AND BOTTOM OF CONCRETE SURROUND. MONESSEN HEARTH GAS LOG SET USE A COMBINATION OF PROVIDE REMOVABLE DECORATIVE COPPER SPLIT PINE AND AMERICAN OAK LOGS COVER FOR FIRE PIT %; SHEET / ) -2 f I E6ENP KEY 07Y BOTANICAL- NAME COMMON NAME SIZE 71REE3 I Crotoeqv6 ombiguo Russian Hawthorn 4" coilloor multi- stemmed clump 5 Malus 'spring Snow' Spring Snow Crabapple 4" caliper 3 Prunus virgintono Shubert' Canada Red Cherry 4" caliper 2 Pfcoo pungens glovco Colorado Blue Spruce 1-12' , 1-14'High A Grad A - Specimen quality. 5HRUB5 ca@ q 5erberls thunbergIl 'concord' Concord Crimson Barberry #5 Cont. 6 Cornus olbo 'Argentoomorginoto' Variegated Dogwood #7 Containers 76 Cornus stolinifero Red 7AIg Dogwood #7 Containers /0 Cornus stolonlPero 'Isontl' isontl Dogwood #7 Containers & 6enisto lydio 'Bangle' Lydia Broom #5 Containers 7 Euonymus o/otus 'Compoctus Dwarf Burning Bush #5 Cont. 13 Juniperus horzontolls `5/ve Chlp' Blue Chip Juniper #5 Cont. 7 Lonicero tatorloo 'Arnolds Red' Arnolds Red Honeysuckle #5 Container I/ Physocorpus opullPollvs Diablo Diablo Ninebork #7 Containers it Potentillo fruticoso 'Jackmonnil' -jackmons Potentillo #5 Containers C? Prunus x c1steno Purple Leaf Plum #5 Containers 4 Ribes ofpinvm Alpine Currant #5 Containers 6 Rhododendron x L avender Rhododendron #5 Containers 6 Rosa 9/ouco Red- Leaved Rose #5 Containers 3 Rosa Poetldo 'Ferslono' Yellow Persian Rose #5 Containers 4 Rosa woods[ A00d.9 Rose #5 Containers 4 1 Rubes dellclosus Boulder Raspberry 4*5 Containers 6 Rubvs Idoeus 'Canby Red' Canby Red Raspberry #5 Containers 7 Rubes Idoeus 'Indian -Summer' Indian Summer Raspberry #5 containers 12 _Sp1roeojcpon1co 'Froebelll' Fro obe I , Sp fro a #5 Containers -SpIreo nipponico '-I5no;qmovnd' 5nonmound 5plreo #5 Containers 1 1 -Spir000joponico '6oldflome' 6oldPlome _'Solreo #5 Containers 10 5p1rovo Japonica Little Princess' Little Princess 5pireo #5 Containers 4 5olix puroureo 'Nona' Dwarf Blue Arctic Willow #5 Containers 7 5yringo vulgarls Common Purple Lilac 4 5 PERENNIAL`"..' #/ Containers To be selected with the owner, the Landscape Controcor and L andscape Architect. GROUND COVER5 3 Delosperma nvbfgenvm Hardy Yellow Icaplont Flats of 32 3 Veron[co flifformis 01rdseye Speedwell Flats or 32 3 Sedum 'Dragons Blood' Dragons Blood Flats of 32 1 Thymus praecox "Psovdol.' Woolly Thyme Flats of 32 4 FrOgOrIO spP 5trowberry Hybrids Flats of 32 5 &ollum odorotum Sweet Woodruff Flats of 32 5 Potentillo neumonniono Creeping Cinquefoil 1: of 32 2 Phlox subuloto Blue Creeping Phlox Flats of 32 VINES /0 Clematts xjockmanll Clematis Mix # 5 Cont. ATTACH A 5'X 6" 1 1" GRID OF COPPER WIRE ATTACHED To MASONRY NA11_5 ON MASONRY WALL. TRAIN VINE ONTO WIRE GRID 7, N T LAN05CAFE BOULVER5 SEE NOTE 13 APPROX. 45 IMFOR7 NATIVE GRANITE BOULDERS, 2'r,>IA 70 4 DIAMETER. APPROX. 30 UN50TABLE AND REMOVED FROM THE 51TE BY GENERAL CONTRACTOR APPROX. 40 ROUND, 5MOOTH ORAN17E ON 517E AND RELOCATED 70 GARDEN EXISTING 5PRUCE TREE TO REMAIN EX15TIN& A5PEN TREE 70 REMAIN EX15TINCS A5PEN TREE TO BE REMOVED TMANOMAR PLANT -INIACW6 - PM.M AW DEAD OR DAXA6W BRAWINM APPROXIMATELY 12• OZ. D E N N � U', A� R S 0 N fl��IAMY AFWR PLANTINS ral Or ROOT BALL TO BE PLANTW I WX _— PFtM ANY DEAD OR DANAOM BIRAWIES IM"WIATELY ArTER PLANTINS L A N D S�P,, E T U R E .1 Or KLCH k TOP OF ROOT HALL TO BE PLANTED 1 70 2' ABOVE FINISHED 6RADE IN k `SO /1.-PCP' 16• 6REEN NYLON STIZAPS WITH METAL S' OF SHREDDED CWAR HARK 1-tLCH LOOSEN R0075 - 9C,01W 112' IP WCe-SAARY 6R0IIf r12 6AUSt OALVANIZM7 VOWtE OTMAN7 P.O. Box 2 POR BCD PLANTS, RaNOVE ALL TWINE, ROPE 7?VSTW)VRE, ATTACH TO OROPt�L" IN 7201 AND WRLAP PROM T04- AND SIDES OF 16 ds-Fel,�S�5 SOIL PRIM4RATIOM SPiREAV WOP Phone 874 98.7201} ROOTBALL -0ST AND 5 POL*M OP A 0-20-20 STRAPS N 4F-1i 4f4 • 2 TO S'M6H MATER BASIN ERTILIMIR ON TOP OF 12' MINIM CLEAN WhOOD POSTS SIT 50" HIM INTO WALITY TOPSOIL. MOTER-TILL INT00RATE LMISTWOM SOIL 5 STAKES PER IRM 00CIAW vot-ONANT STEM or ABOVE ITEMS INTO SOIL _.? C404P POW A-APM)VTH 4 — TOP OF ROOT BALL To BE PLANTED 5' TRY STRAPS. WCOW OtHLR STEMS A3 SIDES OF PLANTWO PIT twiSn MOVE MNISHW SRAVe oaw SO& _N4 LOOSEN ROOM - SCORE W* If' NMCaSSMY 0' OF SOMWED 61MIAR VAAX "WCH FINISHED ORAM MW-- ANY DEAD OR DAK BRAWM'S BAC)Q'ILL MIX, W% NATIVE TOPSOIL, 201% 9 TO 4* M16H AA7M BASIN T 1 r 11 AFTER PLANTINS 4ow aid o" sAywi rAnKriLL PERENNIAL 1:�LANTN& DETAIL (MMEPLATELY APTMR PLANT1N& EX01�1�6 PE - C 10* 6A MN NYLON STRAPS MTH t-tMAL *,VLL-OA q WCORNM MIX 11 ZA I ALL THIM, ROM AND OWLAP \_LW01SnWaW $OIL TRAN- MIX FWMTOP AND 61DW OF 9001VALL AM STEEL ED A7 L INTO ZoWK-PILL. 12V TOP " Or KRZE VAOfalr PIROM ROOr eAIL t 4g& Wg VA N" SIP 51DE OF BED $W NOTE 0!S. STRAPS A, TX1.1M IN BACKFILL MIX, 60% NATIVE TOPSOIL, 20% 7HRUB FLANTIN&VETAIL PrATmoss cm M1 M_ sAnwATE BAcKF&L WM000 "TS SET W" HIN. INTO MULCHED BED UNDER ft-�IATZLY` AFTM M_VMN6 /LwDtsnRmv Son- a srwam PER imm SCALE. NONE TOM OP Moor nALL TO W PLANT] 5' SPRUCE -, MA M* PIT TO M !"10". ABOVE PINT -MW 61RAM IT NPM OF TM IROOT twisl War umw soft. — 3 *01' "ZODED CWAR BARK W.CH EXIOTINC HE 7 ON PEROUS TREE PLANTINO DETAIL PINIOREP 6RADe 0 TO 4' H16H AATVt BASIN TRAN5PLANTEV VALE, NONE ALL TKNE, WM AND B(ALAP BLUE -SPRUCE L-IMIT OF 015TURBANCE I INE MIX IN WWFJ"ZAI I SIDES OP JR001BALL AND 14' TC - 2,; or nxe aA*zzr mtom moor aALL INTO BACK-PILL, SW NOTE 03, VACKPILL MX, 00% NATIVE TOPSOIL, 2016 I PVwTWW and COWMT SATVRATV VAOXFILL ql 1 �� ffi�ATZLY` AFTER PLANTItilsk all TM A'� PROPERTY LINE UNVISTURMV SOIL 12 STONE DECIDUOUS TREE PLANTIN& DETAIL % -2 EDGER SCALE, NOW 4b `"bft ftftft % EXISTING PEDESTRIAN TRAIL SOD LAW ft RE MOV E Et 40V E ALL UNW17AE34LE BOULOER5 FROM 5176. % V06AMOV KEEP 5MOOTH GRANITE 4. Lf 1: � �R/ 22 BOULDER5 FOR GARDEN 5HADE PERENNIAL:- 'MIX 57EEL EDGER AT 5 STONE - 1yox PROPERTY LINE L- 4D69R &OLP L-IM17 OF DISTURBANCE LINE • W-CHEV PLAN�IN(5 BEV. % COUR5E 44 NOTE NWEBARK PONO PoTEN7ILLA- VEGETABLES IN V ARIEGA TED RA15EV PL-ANTER5 PROPERTY LINE AL-PINE CURRANT F. 0 ARNOLD5 RED 7 1' I C LEMATIS 4 '* , '. * A HONEYWCKEL SWEET WOODRUFF %% 4 X 7 I FLAT ATTACH 70 FENCE > • 5PRIN67 5NOA CRABAPPI-E d AR710 A11.10A 4 EXISTING ASPEN %% 6ANTI 006A000 0 > FLA U o STRkV�ERR EXI. BARBERRY A �14 4 FEVE5TR/AN J RA5F 5HRUB TRAIL > H BACK -5 TRAN5PL-ANTEM 7 ON IN BOULDER -OER PVA/ L-5 AD`>, EENTRY PERENNI Mix PERENNIAL MIX 200 \ • BI-ENV NEW LAWN 5AN7/ VO&A00V -I'INVIAN SUMMER TOPSOIL IN GAPS AND FIL.AN /aO I FLAT SEDUM 4 1 FLAT VERONICA W70 NE16HS FROEBEL LAWN kV TN A I FLAT ICEPI-ANT , I FLAT CREEPIN6 CINOUEPOIL �` OOTH r j BOULDERS. SEE T'RAN5/7/ON CLZMAT15 NOTE #13 � ,/A BROOM' EX157IN(5 BOULDER RUSSIAN HAWTHO REMAIN I CLUMP r3 - roNE • EUON'rMU5 �5EVUM EDGER 3 I' FLAT. VERONICA.*. TRAN SPLANT A5PEN TO NEW TIRAN E goo I -10N 0 0 FLAT I-AN:r: k LOCA7 5TEEL. EDGER IMPORTED M05-SROCK )kT 0 BOULDERS. SEE NOTE /0 PROPERTY LINE\ RHODODENDRON BARK MULCH PROPERTY L-INE kk FURFL_ELEAF PL-UM 7 PURPLE LEAF PLU FROE5EL SPIREA 3 5NOAMOUN12 q 601.017,LAME LIMIT OF V1_5TVR5ANCE LINE 11 00 5PIREA op 0 .0 NE 4 1 r3 STO CLEMATIS THYME WOOLY • •• MUEDFOR I FLAT ALLOW LANO.SCAPE AND IRRI(5ATION NOTES A-1,3% =R!51AN R05E op I Contractor shall verify all conditions prior to commencing work and shall be responsible for becoming aware of 0// REVIEA 7_17_0e� 3 q ` underground utilities, pipes, structures, and Irrigation lines. The contractor sa be hold responsible for contocting t per. 1 i q� ^ ,, r all utility companies for field location of all underground utility lines prior to any excavation. Landscape contractor EDGER A % U, shall take sole responsibility for any cost Incurred due to damage of sold utilities PROPOSALS 7 -24 -05 5�FER7Y LINE • rs, -A� A J i Z stoke tree locations for review and approval with 12" wood stokes pointed for different tree types and with sizes MULCHED i Lj A-A i � v A—, ♦ noted. L.A. will verify and /or adjUst stokes prior to planting. Contractor to place shrubs, perennials and TRAN5t-1-AN REVIEW e-2-043 .ANTIN(5 BED. I .A. will provide, final review, and or adjustments. A// plant groundcovers as coiled out on the plan and the 5EE NOTE #5. 0 �, ASPEN material locations shall be approved by the L.A before plant holes are dug, k -T L OCATION REVIEW 6 REMOVE 5 Planting bockfill mix for oil trees and shall to consist of eo% native topsoil and 20.% well rotted compost. Fertilize k-A-t 45565 AND n_� STONE 1 or : =m: ' 00 saturate root boll with water at time of planting (see details). odd "Myke Transplanting Tree and ? Mix", N CONSTRUCTION WEEDS A..VI ED 0\opproved equal of &_wgrrhizo V_v Avkj% ­4 -site visits ore not to be construed as a guarantee or warranty by the CONSTRUCTION 4. Observations of the, work in progress and on -site "t -27-Oe A LA. of the Confroctors responsibilities. The L.A. is not responsible for the performance of Contractors or for their 10 A L-ILAC 7 A .- k 7 errors or omissions. 61; RKE1 T CANADA 5. Tree and shrub planting bads ore to receive 3" of shredded cedar bark mulch (stained wood shavings are not _R R RED CHERRY acc eptable }. Perennial and groundcover areas to receive _9" of '5oll Pep mulch. 31-V SHEETTME -"ME TE 6. The preparation of perennIal, annual and ground cover areas are to receive 6" of screened, well rotted compost EXI-77IN6 A5PEN 70 REMAIN EX15TIN& to be integrated into the top-soil with a rototiller. 5ee planting detail. DUCE. TYF. 1. Deciduous trees to be stoked and guyedwith three 6'grean metal 7-posts per tree and guyed with # 12 gouge w1re REMOVE I ADEN TREE PLANTING with green nylon tree strops, Aspen In groups can shore stakes providing that each tree is receiving support from at least 3 stokes. Conifer trees to be stoked with three 3'motol T-posts with above M 0 r i. Ir and staps. PLAN -­7 57EM_ EDGER a. The Contractor shall warrant that all plant motarlols sulojolled under this contract will be healthy and In flourishing BLUE CHIP AT PROPERTY condition of active growth at the dote of final acceptance. Replace without cost to owner any plant not meeting this JUNIPER LINE condition. A N k 1 - i % 3 , i, IRRIGA I I is to be, a desiged by Gra nd Junction Pipe. Provide, pop-up Roinbird sproy heads for lawn and perennial bed areas and drip emitters to all shrubs and trees. Assure spray from Irrigation heads do not touch ENTRY DRIVE PERENNIAL- MIX BARK MULCH A- RED-7A/6 f oundation walls, porches or patio slobs. PROVIDE REGULAR MAINTENANCE 70 CHECK FOR ANY OVER -SPRAY 150 V06A00V AREA5 OR LEAKING HEA05 AND P/PE5, A000 LITTLE 5 ROSE 1.4 Provide rotored spray heads, zoned separat for Piro safety zone 3O from Pace of building for all native 5 revegetated areas. Provide os-built plan to the owner px—for to final review and acceptance. Guarantee system for 5 one year from final acceptance. 7* ADD NEW BOULDERS 70 0 REMOVE EX15TIN6 GRASSES 10. For roof driollne areas place /a" wide zone of rock pieces to match building veneer 2" to 4" dio and 4" thick on SCALE: I" = 10'-0" EX1571N(57 5OW-VER5 EX157IN& ASPEN TO REMAIN fabric. 0019 11. TOPSOIL: 5 10 /L: General contractor to bring grade to -12" From finished grade. Landscape Contractor to supply and place 20 1 FIRE 12" of Y2" max. screened topsoil to finished grade. Perennial beds to be overexcavoted by Landscape contractor HYDRANT SEE IRRIGATION PLAN-5 BY GRAND JUNCTION PIPE to have 16" of rota - tilted screened planting soil. 4� I R RIGATION 5LEEVIN& 1:2. _ LAN05CAFE 5FECIFICATION5 For additional information and items not covered on these plans. General Contractor to Install 2-4" PVC sleeves to access all planting areas and UN-5U17ABLZ BOUIX�ER5 TO BE REMOVED FROM THE 51TE BY THE GENERAL CONTRACTOR. per pion locations prior to paving walks, steps, driveways and patios. Provide EXISTING SMOOTH GRANITE BOULDER5 TO BE USED FOR GARDEN AALL3 BY LANDSCAPE CONTRACTOR. locations Information for the Landscape LANDSCAPE CONTRACTOR 70 IMPORT AND PLACE IMPORTED NATIVE GRANITE BOU LD E RS Contractor. of FOR ROCK GARDEN NEAR FIRE PIT AREA 500 LA WN KENTUCKY BLUEC7RA55 BLEND PROVIDE BID ALT. FOR SEEDED TURF 6RA55 Lokv (50,;IP Mix' AlIdPlower Mix Common Nome variety Common Nome 15% 31berlon Wallflower 205 Canby Bluegrass Conbor 13% Perennial Lupine In addition to the 30% 5heep Fescue Moklenberger 12, Rocky Mountain Fenstemon seed and wildflower .20% Canada Bluegrass Reubeno 12% 11% Perennial &oliordlo a/U0 Flax mix, the following will be hydrosprayed on 30515 Chowings Fescue Shadow 636 Baby Breath, annual oil disturbed areas: 6% Cornflower Planting Rate. 70 pounds of 3.25% Purple Coneflower Application rates per pure live seed per acre. 036 California POPPY acre: 5ubstitutlons must be 3% Corn Poppy 1100 lbs. Bloso/ approved by owner. 336 Shasta Daisy Organic Fertilizer .2536 Froobone Oolsy 200 /bs. Tockiffer Blue Columbine 200 tbs. Wood Fiber .2536 White Yarrow Mulch .25% ao Bales -Straw Mulch Planting Rate: 5 pounds of pure live seed per acre. TMANOMAR PLANT -INIACW6 - PM.M AW DEAD OR DAXA6W BRAWINM APPROXIMATELY 12• OZ. D E N N � U', A� R S 0 N fl��IAMY AFWR PLANTINS ral Or ROOT BALL TO BE PLANTW I WX _— PFtM ANY DEAD OR DANAOM BIRAWIES IM"WIATELY ArTER PLANTINS L A N D S�P,, E T U R E .1 Or KLCH k TOP OF ROOT HALL TO BE PLANTED 1 70 2' ABOVE FINISHED 6RADE IN k `SO /1.-PCP' 16• 6REEN NYLON STIZAPS WITH METAL S' OF SHREDDED CWAR HARK 1-tLCH LOOSEN R0075 - 9C,01W 112' IP WCe-SAARY 6R0IIf r12 6AUSt OALVANIZM7 VOWtE OTMAN7 P.O. Box 2 POR BCD PLANTS, RaNOVE ALL TWINE, ROPE 7?VSTW)VRE, ATTACH TO OROPt�L" IN 7201 AND WRLAP PROM T04- AND SIDES OF 16 ds-Fel,�S�5 SOIL PRIM4RATIOM SPiREAV WOP Phone 874 98.7201} ROOTBALL -0ST AND 5 POL*M OP A 0-20-20 STRAPS N 4F-1i 4f4 • 2 TO S'M6H MATER BASIN ERTILIMIR ON TOP OF 12' MINIM CLEAN WhOOD POSTS SIT 50" HIM INTO WALITY TOPSOIL. MOTER-TILL INT00RATE LMISTWOM SOIL 5 STAKES PER IRM 00CIAW vot-ONANT STEM or ABOVE ITEMS INTO SOIL _.? C404P POW A-APM)VTH 4 — TOP OF ROOT BALL To BE PLANTED 5' TRY STRAPS. WCOW OtHLR STEMS A3 SIDES OF PLANTWO PIT twiSn MOVE MNISHW SRAVe oaw SO& _N4 LOOSEN ROOM - SCORE W* If' NMCaSSMY 0' OF SOMWED 61MIAR VAAX "WCH FINISHED ORAM MW-- ANY DEAD OR DAK BRAWM'S BAC)Q'ILL MIX, W% NATIVE TOPSOIL, 201% 9 TO 4* M16H AA7M BASIN T 1 r 11 AFTER PLANTINS 4ow aid o" sAywi rAnKriLL PERENNIAL 1:�LANTN& DETAIL (MMEPLATELY APTMR PLANT1N& EX01�1�6 PE - C 10* 6A MN NYLON STRAPS MTH t-tMAL *,VLL-OA q WCORNM MIX 11 ZA I ALL THIM, ROM AND OWLAP \_LW01SnWaW $OIL TRAN- MIX FWMTOP AND 61DW OF 9001VALL AM STEEL ED A7 L INTO ZoWK-PILL. 12V TOP " Or KRZE VAOfalr PIROM ROOr eAIL t 4g& Wg VA N" SIP 51DE OF BED $W NOTE 0!S. STRAPS A, TX1.1M IN BACKFILL MIX, 60% NATIVE TOPSOIL, 20% 7HRUB FLANTIN&VETAIL PrATmoss cm M1 M_ sAnwATE BAcKF&L WM000 "TS SET W" HIN. INTO MULCHED BED UNDER ft-�IATZLY` AFTM M_VMN6 /LwDtsnRmv Son- a srwam PER imm SCALE. NONE TOM OP Moor nALL TO W PLANT] 5' SPRUCE -, MA M* PIT TO M !"10". ABOVE PINT -MW 61RAM IT NPM OF TM IROOT twisl War umw soft. — 3 *01' "ZODED CWAR BARK W.CH EXIOTINC HE 7 ON PEROUS TREE PLANTINO DETAIL PINIOREP 6RADe 0 TO 4' H16H AATVt BASIN TRAN5PLANTEV VALE, NONE ALL TKNE, WM AND B(ALAP BLUE -SPRUCE L-IMIT OF 015TURBANCE I INE MIX IN WWFJ"ZAI I SIDES OP JR001BALL AND 14' TC - 2,; or nxe aA*zzr mtom moor aALL INTO BACK-PILL, SW NOTE 03, VACKPILL MX, 00% NATIVE TOPSOIL, 2016 I PVwTWW and COWMT SATVRATV VAOXFILL ql 1 �� ffi�ATZLY` AFTER PLANTItilsk all TM A'� PROPERTY LINE UNVISTURMV SOIL 12 STONE DECIDUOUS TREE PLANTIN& DETAIL % -2 EDGER SCALE, NOW 4b `"bft ftftft % EXISTING PEDESTRIAN TRAIL SOD LAW ft RE MOV E Et 40V E ALL UNW17AE34LE BOULOER5 FROM 5176. % V06AMOV KEEP 5MOOTH GRANITE 4. Lf 1: � �R/ 22 BOULDER5 FOR GARDEN 5HADE PERENNIAL:- 'MIX 57EEL EDGER AT 5 STONE - 1yox PROPERTY LINE L- 4D69R &OLP L-IM17 OF DISTURBANCE LINE • W-CHEV PLAN�IN(5 BEV. % COUR5E 44 NOTE NWEBARK PONO PoTEN7ILLA- VEGETABLES IN V ARIEGA TED RA15EV PL-ANTER5 PROPERTY LINE AL-PINE CURRANT F. 0 ARNOLD5 RED 7 1' I C LEMATIS 4 '* , '. * A HONEYWCKEL SWEET WOODRUFF %% 4 X 7 I FLAT ATTACH 70 FENCE > • 5PRIN67 5NOA CRABAPPI-E d AR710 A11.10A 4 EXISTING ASPEN %% 6ANTI 006A000 0 > FLA U o STRkV�ERR EXI. BARBERRY A �14 4 FEVE5TR/AN J RA5F 5HRUB TRAIL > H BACK -5 TRAN5PL-ANTEM 7 ON IN BOULDER -OER PVA/ L-5 AD`>, EENTRY PERENNI Mix PERENNIAL MIX 200 \ • BI-ENV NEW LAWN 5AN7/ VO&A00V -I'INVIAN SUMMER TOPSOIL IN GAPS AND FIL.AN /aO I FLAT SEDUM 4 1 FLAT VERONICA W70 NE16HS FROEBEL LAWN kV TN A I FLAT ICEPI-ANT , I FLAT CREEPIN6 CINOUEPOIL �` OOTH r j BOULDERS. SEE T'RAN5/7/ON CLZMAT15 NOTE #13 � ,/A BROOM' EX157IN(5 BOULDER RUSSIAN HAWTHO REMAIN I CLUMP r3 - roNE • EUON'rMU5 �5EVUM EDGER 3 I' FLAT. VERONICA.*. TRAN SPLANT A5PEN TO NEW TIRAN E goo I -10N 0 0 FLAT I-AN:r: k LOCA7 5TEEL. EDGER IMPORTED M05-SROCK )kT 0 BOULDERS. SEE NOTE /0 PROPERTY LINE\ RHODODENDRON BARK MULCH PROPERTY L-INE kk FURFL_ELEAF PL-UM 7 PURPLE LEAF PLU FROE5EL SPIREA 3 5NOAMOUN12 q 601.017,LAME LIMIT OF V1_5TVR5ANCE LINE 11 00 5PIREA op 0 .0 NE 4 1 r3 STO CLEMATIS THYME WOOLY • •• MUEDFOR I FLAT ALLOW LANO.SCAPE AND IRRI(5ATION NOTES A-1,3% =R!51AN R05E op I Contractor shall verify all conditions prior to commencing work and shall be responsible for becoming aware of 0// REVIEA 7_17_0e� 3 q ` underground utilities, pipes, structures, and Irrigation lines. The contractor sa be hold responsible for contocting t per. 1 i q� ^ ,, r all utility companies for field location of all underground utility lines prior to any excavation. Landscape contractor EDGER A % U, shall take sole responsibility for any cost Incurred due to damage of sold utilities PROPOSALS 7 -24 -05 5�FER7Y LINE • rs, -A� A J i Z stoke tree locations for review and approval with 12" wood stokes pointed for different tree types and with sizes MULCHED i Lj A-A i � v A—, ♦ noted. L.A. will verify and /or adjUst stokes prior to planting. Contractor to place shrubs, perennials and TRAN5t-1-AN REVIEW e-2-043 .ANTIN(5 BED. I .A. will provide, final review, and or adjustments. A// plant groundcovers as coiled out on the plan and the 5EE NOTE #5. 0 �, ASPEN material locations shall be approved by the L.A before plant holes are dug, k -T L OCATION REVIEW 6 REMOVE 5 Planting bockfill mix for oil trees and shall to consist of eo% native topsoil and 20.% well rotted compost. Fertilize k-A-t 45565 AND n_� STONE 1 or : =m: ' 00 saturate root boll with water at time of planting (see details). odd "Myke Transplanting Tree and ? Mix", N CONSTRUCTION WEEDS A..VI ED 0\opproved equal of &_wgrrhizo V_v Avkj% ­4 -site visits ore not to be construed as a guarantee or warranty by the CONSTRUCTION 4. Observations of the, work in progress and on -site "t -27-Oe A LA. of the Confroctors responsibilities. The L.A. is not responsible for the performance of Contractors or for their 10 A L-ILAC 7 A .- k 7 errors or omissions. 61; RKE1 T CANADA 5. Tree and shrub planting bads ore to receive 3" of shredded cedar bark mulch (stained wood shavings are not _R R RED CHERRY acc eptable }. Perennial and groundcover areas to receive _9" of '5oll Pep mulch. 31-V SHEETTME -"ME TE 6. The preparation of perennIal, annual and ground cover areas are to receive 6" of screened, well rotted compost EXI-77IN6 A5PEN 70 REMAIN EX15TIN& to be integrated into the top-soil with a rototiller. 5ee planting detail. DUCE. TYF. 1. Deciduous trees to be stoked and guyedwith three 6'grean metal 7-posts per tree and guyed with # 12 gouge w1re REMOVE I ADEN TREE PLANTING with green nylon tree strops, Aspen In groups can shore stakes providing that each tree is receiving support from at least 3 stokes. Conifer trees to be stoked with three 3'motol T-posts with above M 0 r i. Ir and staps. PLAN -­7 57EM_ EDGER a. The Contractor shall warrant that all plant motarlols sulojolled under this contract will be healthy and In flourishing BLUE CHIP AT PROPERTY condition of active growth at the dote of final acceptance. Replace without cost to owner any plant not meeting this JUNIPER LINE condition. A N k 1 - i % 3 , i, IRRIGA I I is to be, a desiged by Gra nd Junction Pipe. Provide, pop-up Roinbird sproy heads for lawn and perennial bed areas and drip emitters to all shrubs and trees. Assure spray from Irrigation heads do not touch ENTRY DRIVE PERENNIAL- MIX BARK MULCH A- RED-7A/6 f oundation walls, porches or patio slobs. PROVIDE REGULAR MAINTENANCE 70 CHECK FOR ANY OVER -SPRAY 150 V06A00V AREA5 OR LEAKING HEA05 AND P/PE5, A000 LITTLE 5 ROSE 1.4 Provide rotored spray heads, zoned separat for Piro safety zone 3O from Pace of building for all native 5 revegetated areas. Provide os-built plan to the owner px—for to final review and acceptance. Guarantee system for 5 one year from final acceptance. 7* ADD NEW BOULDERS 70 0 REMOVE EX15TIN6 GRASSES 10. For roof driollne areas place /a" wide zone of rock pieces to match building veneer 2" to 4" dio and 4" thick on SCALE: I" = 10'-0" EX1571N(57 5OW-VER5 EX157IN& ASPEN TO REMAIN fabric. 0019 11. TOPSOIL: 5 10 /L: General contractor to bring grade to -12" From finished grade. Landscape Contractor to supply and place 20 1 FIRE 12" of Y2" max. screened topsoil to finished grade. Perennial beds to be overexcavoted by Landscape contractor HYDRANT SEE IRRIGATION PLAN-5 BY GRAND JUNCTION PIPE to have 16" of rota - tilted screened planting soil. 4� I R RIGATION 5LEEVIN& 1:2. _ LAN05CAFE 5FECIFICATION5 For additional information and items not covered on these plans. General Contractor to Install 2-4" PVC sleeves to access all planting areas and UN-5U17ABLZ BOUIX�ER5 TO BE REMOVED FROM THE 51TE BY THE GENERAL CONTRACTOR. per pion locations prior to paving walks, steps, driveways and patios. Provide EXISTING SMOOTH GRANITE BOULDER5 TO BE USED FOR GARDEN AALL3 BY LANDSCAPE CONTRACTOR. locations Information for the Landscape LANDSCAPE CONTRACTOR 70 IMPORT AND PLACE IMPORTED NATIVE GRANITE BOU LD E RS Contractor. of FOR ROCK GARDEN NEAR FIRE PIT AREA .- -n (I Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Voil, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 I KEY TO KALL5 LJ 10" 00N(�RETE WALL -------------------- ------------------- - - - - - - - - - - - - - - - --------------------- I ROOM 1=1N15H SYMBOL / KEY TO ROOM 1=IN15HE5 I V VARIE5 VB VAULTED NBEAM5 FLOOR- BASE KALLS 5T STONE AS 5PEO'D - NONE - 10" CONC.Rr KALL 0 CARPET 4 PAD N1 IV2" FURRIN(S N WOOD iN kooD As 5FEvv T TILE AS 5PEO'D 5T STONE 6P A A b 0 10" CONCRETE KALL OT W IV2" FURRIN6 Co SEALED CONC. 6' STONE VENEER ST STONE AP 2X& 5TUP NALL 0 MUNK NU INUff VOT VINYL COMPO5IT TILE 1 I I Ze PLASTER (5T GRANITE TILE WP 5NOVq FENCE "A iNt NQU: "6 %V! PANELING -------------------- ------------------- - - - - - - - - - - - - - - - --------------------- I ROOM 1=1N15H SYMBOL / KEY TO ROOM 1=IN15HE5 I V VARIE5 VB VAULTED NBEAM5 FLOOR- BASE KALLS 5T STONE AS 5PEO'D - NONE - NONE 0 CARPET 4 PAD IN N005> AS 5PEVV N WOOD iN kooD As 5FEvv T TILE AS 5PEO'D 5T STONE 6P TEXT. M**('KA%LL T TILE AS 5PEVD V VINYL EASE OT CERAMIC TILE Co SEALED CONC. ST STONE OT CERAMIC TILE 6T FIR.F-TAPEr,> GYP VOT VINYL COMPO5IT TILE P PLASTER (5T GRANITE TILE WP 5NOVq FENCE PANELING A YqOOr1> &P TEXTURED DRYWALL &T FIRETAPEV GYP P PLASTER I 5A5EMEMTI 1\/CTI N 1(5 GP I 9' &A5 LOG FIRE PIT IN/ BENCH 5EATIN6 PLANTER LOWE LE V E L Q Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, In whole or In port, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. 30 Morch :200 Revised 50t 50 OCT:20045 RE-155UED F w ON wilgla MOO MMEMERIM LINE Or DECK ABOVE Sheet Number Gwathmey Pratt Schultz DRIVEWAY 5NOkSMELT CONTROL BOX FOR ZONE I AND ZONE 2 I PRE- SLOPED HEATED TRENCH DRAIN - a I no O I O 4 ' =5 ', A Z. A ----T -------------- 71 > ------ =-LEVAToR 221 \ I 40" x 54" - 77 -- F - 7777 7 7 -7 ,11 (> 7) 7 KEY TO MLL5 10° CONCRETE WALL + • AALL YV 1!/:2" FURRIN6 10" 00NCRt=TE NALL N1 0 FURRIN6 $ 6' STONE VENEER- R 2X& STUD NALL V = TO R I HOUR, RATED 2X& STUD NAI L 2Xro 5TUP AALL A/ 6 5TONE VENEER S N 2X4 5TUD KA�LL S If a I U\1 in P r rgiftallimpa TO ROOM FIN15HE5 .......... [ROOM NAME NUMBER -- CEILIN& HT IMEM if 1 lO i- 5 1/ 2 11 TRIO ROOM FINISH SYMBOL / KEY TO ROOM FIN15HE5 .......... [ROOM NAME NUMBER -- CEILIN& HT V VAR11=5 VB VAULTED 161/BEAMS FLOOR -= LOOR INALLS : '�CEILINS 5T STONE AS 5PEO'D - NONE - NONE A PS1000 0 CARPET 4 PAD V4 WOOD AS SFFO'D Vq WOOD 6P TEXTURED DRYWALL N V400D A5 SpEO T TILE SFEVD 5T 5 0 r 6P TEXT. DRYWALL OT n t-rz kpiAb GYP T TILE AS 5F1=VD V VINYL BASE OT CERAMIC, TILE P PLASTER CO SEALED OONO. 5T STONE OT CERAMIC TILE 6T r GYP VOT VINYL COMP0511T TILE P PLASTER 6T GRANITE TILE WP SNOW FF PANELING i � . ......... � � , . € € OOK SHELVES PANTRY D 2AUQ Dbl _ � € � - ...... ..... ! 51/2" 0- S'- k2 - - - - - - - - - - - - - - - - --------- cl! (5p T r F-ontry Oven T.O. DECKING RUN \/E� T I . ` ..... , .: ..:; - - - .. _ .._...- _ _ € € i � BOVE. � 1 , - HROU&H CHASE PREPSINK 0 05ET -0 vi E� RR L I -------- -------- 1:2 qt-.taA tx N 0 El Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 11 0 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr.. Henry R. Pratt, or Sidney Schultz. 50 March 2001 50 OCIT 200a Rr-15SUED Sheet Number Ftlll� .......... ...... i � . ......... � � , . € € OOK SHELVES PANTRY D 2AUQ Dbl _ � € � - ...... ..... ! 51/2" 0- S'- k2 - - - - - - - - - - - - - - - - --------- cl! (5p T r F-ontry Oven T.O. DECKING RUN \/E� T I . ` ..... , .: ..:; - - - .. _ .._...- _ _ € € i � BOVE. � 1 , - HROU&H CHASE PREPSINK 0 05ET -0 vi E� RR L I -------- -------- 1:2 qt-.taA tx N 0 El Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 11 0 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr.. Henry R. Pratt, or Sidney Schultz. 50 March 2001 50 OCIT 200a Rr-15SUED Sheet Number Ftlll� Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 I KEY TO NALL5 J 10" CONCRETE WAL • \Z • CONCRETE NALL Vil 1!/:2" FURRIN6 4 o V VARIE5 10" CONORF� KALL N1 11/2" f FLOOR 4 6' 5TONE VENEER '- V4ALL5 ST STONE AS 5PEO'D 2X& STUD NALL e NONE kN WOOD C CARPET 4 PAP Yi WOOD AS SPEC, 12 S Z yjOO1? (5P TEXTURED DRYWALL F R I HOUR, PZATED &P 2X(o 5TUD INALL J"k In 2X(q 5TUD AALL W CO 5EALED CONC. V' 5TONE VENEER N H N ti 2X4 1511JD NALL P'OOM FIN15H 5*rM13OL / KEY TO ROOM FINISHE5 O INDIC ATES RECES ED MOTORIZED 5FIADE 0 Copyright Gwath-e Plott/Schultz A , .h lt..t.�l P.C. All Rights Reserved This document, and the ideas and designs Incorporated herein, as an Instrument of professional service. Is the property of Gwothmey/Prott S chultz Architects, P.C, and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz, 30 Morr, 200'1 Revised Set 50 OCT 2005 Sheet Number A2.3 V VARIE5 VB VAULTED WBEAM5 FLOOR BASE V4ALL5 ST STONE AS 5PEO'D - NONE - NONE kN WOOD C CARPET 4 PAP Yi WOOD AS SPEC, 12 yj yjOO1? (5P TEXTURED DRYWALL ,> IN k400p AS SpEo,r T TILE AS 5FE01r;> ST STONE &P TEXT. VRYKAI L 6T FIRETAPED GYP T TILE AS 5PEO'D OT CERAMIC. TILE P PLASTER CO 5EALED CONC. 5T STONE CT CERAMIC TILE (5T FIf;ZETAPf=D GYP VOT VINYL COMP05IT TILE P PLASTER 6T GRANITE TILE WP 5NOIN FENCE ORK CORK TILE PANELING O INDIC ATES RECES ED MOTORIZED 5FIADE 0 Copyright Gwath-e Plott/Schultz A , .h lt..t.�l P.C. All Rights Reserved This document, and the ideas and designs Incorporated herein, as an Instrument of professional service. Is the property of Gwothmey/Prott S chultz Architects, P.C, and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz, 30 Morr, 200'1 Revised Set 50 OCT 2005 Sheet Number A2.3 KEY To NALL5 V 10" CONCRETE WALL 10" CONCRETE WALL NI 0/2" FURRING 4 A V7 P a 10" CONCRETE WALL N1 1! FURRING 4 6" 5TONE VENEER_ I\ 2 X6 5TUD WALL Ink UP IHOUR RATED I 2X6 STUD WALL J�l M u \101 2X6 5TUD WALL YV 6" 5TONE VENEER 2X4 5TUD WALL C U V4 If = 11_011 Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 0 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service. Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz, 50 March :200'! Revised 50t • 00T :200e) RE-155LIF-V Sheet Number I ROOM 1-*:IN15H 5"(ME30L / Kr= - r TO ROOM FIN15HE5 I \/5 VAULTED WBEAM5 FLOOR KALL5 CEILIW-7 ST STONE AS SPEOV - NONE - NONE k4 Y400D 0 CARPET 4 PAD k4 V400D AS 5PEOV p4 WOOD (5P TEXTURED DRYWALL P4 iioov AS 5PEo-D T TILE AS 5PEO'D ST STONE 6F TEXT. DRYWALL &T FIRETAPED C-YP T TILE A5SPEVD OT CERAMIC TILE P PLASTER CO SEALED CONC. 5T STONE CT CERAMIC TILE 6T FIRETAFf=D GYP P PLASTER ViF 5NOYi FENCE PANELING C U V4 If = 11_011 Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 0 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service. Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz, 50 March :200'! Revised 50t • 00T :200e) RE-155LIF-V Sheet Number I ROOM 1-*:IN15H 5"(ME30L / Kr= - r TO ROOM FIN15HE5 I a200'-O" EAVE Gwathmey Pratt Schultz Architects, p.a. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fccc (970) 476-1612 0 lu ♦ .. .... .... .... ... ... ... ... .. . .... .... .. . ... 012 EAVE X ....... ............. a 13 0 Copyright Gwathmey /Pratt /Schultz Architects, P.C. AM Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Protf, or Sidney Schultz. 50 Morrh :200'7 Revised 50t ♦ OCT :2005 RE--Issur-D Sheet Number low V 4 11 = I I-oil A2.5 .......... 012 EAVE X ....... ............. a 13 0 Copyright Gwathmey /Pratt /Schultz Architects, P.C. AM Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Protf, or Sidney Schultz. 50 Morrh :200'7 Revised 50t ♦ OCT :2005 RE--Issur-D Sheet Number low V 4 11 = I I-oil A2.5 I!m war NOW V4 11 = I I-oil 1I120� Gwathmey Pratt Schultz Architects, p.a. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 0 Copyright o thmo Prott/Schultz Ar l P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey/Prott Schultz Architects, P.C. and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr.. Henry R. Pratt, or Sidney Schultz. 50 Morch 200 Revised 50t 910 OCT 2005 RI=-155UED Sheet Number MWI&MM Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 FcDc (970) 476-1612 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey/Prott Schultz Architects, P.C. and is not to be used, in whole or In port, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schutz. 30 March 200 Revised 150t 910 OCT r 9 =1— MAIN LEVEL REFLECTED of - w"ILIN6 rO"-' , * , LAN 1 11 = 1 1-011 A2.7 Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 CA Copyright Gwothmey/Prott/Schultz Architects, P.C. Ali Rights Reserved This document, and the Ideas and designs Incorporated herein, as on Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. 90 Morch 200'1 Revised 50t 90 OCT 200a Rr Sheet Number UPPER LEVEL REFLECTED CEILING F"I"I'LAN � 11 = I I-011 401 Gwa thmey Pratt � `��� Schultz mnhitwcts,pu 1000 S. Frontage Rd. West Vail, Colorado o165n Tel: (97mw*1l47 Fax: (970) 476-1612 �0 0 EL 5:2 ------------------------------------------------------------------------------------------------- T.O. DOME nW -------------- _ ------------------------------- � � `'� ^ | ` -- � T.O. RID67E N T.O. MAIN LEVEL PLY Y � Copyright Architects, P.C. All Rights Reserved This document. and the ideas and designs Incorporated herein, as an Instrument of professional service, Is the property at Gwathmey/Prott Schultz Architects, P.C. and Is not to be used, In whole or In port, for any other project without the written authorization of Edward M. Gwoth2gy Jr. , Henry R. Pratt, or Sidney hultz. EL 52411'-V' T.O. LONER LEVEL SLAB!' 50 Morch '700"! Revised 5et 50 OCT 2005 FAlk "-f-h.4 *(V MATZ 5heet Number ° Gwathmey Pratt Schultz I OPERABLE SHUTTER POOR- 57ANDIN6 SEAM ALUM OBSERVATORY DOME T.O. DOME TO ------------------------------------ ----------------------------------------------- T.O. SHUTTER -------------------- PE R MANUFACTURER --- --------------------------------------------------------------------------------------------------------------- ----- -- - -- — — TOP 01= DOME y I TYPICAL MAXIMUM 41'_5" I.E1614T E5��LT22_'_- A-t COPPER SKIRT # 51DING MOUNTAIN ASH GRANITE VENEER EL T.O. LOWER LEVEL SLAB FULLY OPERABLE Vi0ov SHUTTERS / , —MOUNTAIN ASH GRANITE i . COPPER WALL CLADDING ❑ ......... L At- 2 X 4 SKYLIGHT < A . .... IX4 WOOD FA501A F t F] A- -5TONE WAINSCOT IN/ RUBBLE STONE CAP 14 711 A .. ... . ..... ra' .......... . 1 7 ........ .. ... ..... .. ..... V WEST ELPVATION � 11 = I I—oil Architects, p.Q 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 FcD(: (970) 476-1612 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs incorporated herein, as on Instrument of professional service, is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to tae used, in whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz, �Ote-': 50 Morr-.h 200'1 Revised 50t • OCT 2005 Rt=_155Ur_D ff , i wk, 12i W MA EXTERIOR LI(5HTIN(5 Lr 9�1111=9 =,17 A5.2 HINKLEY CAMELOT (BLACK) A 1 5K 25" H. PENDANT E3 1 E3K 55 H. 0 1704 EX 26 H. 1:;> 1100 E3K 15e/4 H. 9�1111=9 =,17 A5.2 Gwathmey Pratt Schultz Architects, p.a 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fccc (970) 476-1612 EL 6295'-6' A--, TO. DOME T A-1 EX15TIN65 &RAve - PROM pULIS SURVEY a EL 5:2 T.O. EVE EL 6:2 T.O. UPPER Lr=\/r=L FLY STEEL HAND RAILS 4 NEWEL POST5 Z� STONE FIER5 W RUBBLE CAP PL 5:254 Y T.O. Eve A) EL 5252' -6' Y T.O. OE35 LEVEL. EL 5:2110'-O" ----- - - - - -� TO. EVE r k EL 6260'-6' Y TO. MAIN LEVEL FLY UTILITY 5ERV1017 PANELS SOUTH ELEVATION 1 = 11 ( f ) EL 5249' -5" Y T.O. LONER LEVEL SLAB EXTERIOR LIGHTING Lr HINKLEY CAMELOT (BLACK) A 1702 BK 25" H. PENDANT 5 1705 BK 56' H. 0 1 5K 26 H. D 1700 BK 15 H. 0 Copyright Gwathmiey/Praft/Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwothmey/Pratt Schultz Architects, P.C. and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwothmey Jr.. Henry R. Pratt, or Sidney Schultz, • Morch :200'7 Revised 50t • OCT 20045 RE-155ur-D Sheet Number Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 EL a:2q!5'-6' A-� T.O. DOME cv EL 82 T.O. UPPER LEVEL FL' I FL 5260'-V T.O. MAIN LEVEL FLY STANDING SEAM COPPER CHIMNEY FLUE CAP 4" NOM CAST STONE CHIMNEY - CAP - DOWEL 4 EPDXY IN PLACE 0 A A A A A A A A A A I EL 524 T.O. LONER LEVEL SLAB EXISTIN6 GRADE -FR OM OM pULIS SURVEY ,fk EL 8:28l'- y T.Q. River= A) EL 8280 - 114" Y T.O. RIDGE A) EL 82"1'7' -II" y TO. RIDGE p. (f) EL 5714 01 Y T.O. RIDGE dD EL Y T.O. SAVE 01 J- - V J T:? EA ST "no EL '4 11 = I I-oil X EXTERIOR LICvHTINCB LE HINKLEY CAMELOT (BLACK) A 1702 E3K 25" H. PENDANT B 1705 .. .. . . . .. . . .. .. 55 H. 0 1704 E3K :26 H. I7 I100 BK 15 H. EA ST "no EL '4 11 = I I-oil X EXTERIOR LICvHTINCB LE Copyright Gwathmey/Prott/Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwothmey/Prott Schultz Architects, P.C. and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M. ry Gwathmey Jr., HenR. Pratt, or Sidney Schultz, 50 March 2001 Revl5ed Set 50 OCT 2005 R1=-155U;=D Sheet Number FAWL AMU HINKLEY CAMELOT (BLACK) A 1702 E3K 25" H. PENDANT B 1705 E3K 55 H. 0 1704 E3K :26 H. I7 I100 BK 15 H. Copyright Gwathmey/Prott/Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwothmey/Prott Schultz Architects, P.C. and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M. ry Gwathmey Jr., HenR. Pratt, or Sidney Schultz, 50 March 2001 Revl5ed Set 50 OCT 2005 R1=-155U;=D Sheet Number FAWL AMU TA. POlC 8.62.6' -a rk Gwathmey Pratt Schultz M baaw-o TIM a* WL M =V-& TO. UPMR LNIL M 626" —+ TO. KIM V& — CL 62 TA LOMM "'t iL 07 MA,X1KM 44'-V HEIGHT MOM EXISTING 6RAM (AWHITEOVIRAL FIEAnP4 - ww-b- I t I T A. 00r!' M MAT•V 10 TO aO UNU =K M 0=*-r 4)F.-. UFPMV VV4K lf)." WL VBM 0. 8a4V-V LOMM W& $0, VL Z -1. OL TA . M L11 C90IC -M L%IL --�r 0 F - ARM iv, IM IPA 6 A F G -1 U him Architects, p,c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 (D Copyright Gwathmey/Prcrft/Schultz Architects, P.C. All Rights Reserved This document, and the ideas and designs Incorporated herein, as on Instrument of professional service. Is the property of Gwothmey/Prott Schultz Architects. P.C. and is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwothmey Jr., Henry R. Pratt, or Sidney Schultz. • Morrh 2001 Revised 50t 50 OCT 200e) RE-155ur Sheet Number J W V Q N °- Q -A lu W } IS) !L o f z X W ?< z to m nc O } m w O W� w< NW OL QQ W IL _ v W J Q z z to W OL Z Q O � O Q IS)� Z LL f � W Z W E J OL x � Q O 1� z t- Z Z Q W Q C) J 4i1�� J W OL N O O 0 J v o J � lu W z XOQ W OL Q i �QLU i(1 to N J W z W OL OL O W �C ILI (3� Q <O WZ W O U Ci d W J Q W Z UJ w W � Z Q O 4 Q ILL 3: a Z IL (— K W Z W IL N N � Q O z LU S z s Z V Q a 0 J W Q IL 4 0 J v W t � Q t1 � Z XOC W � A t �Qa lI) < lt} W Z Z d W iL Z O lu z Q J Q � W QO) lu Q Q Q ZJ W W f-� Q�Q OL } Q v� q) I �t- W !L t(l wc►1 Q WW�`t LU z�Q }PQ Z Z cs�OQ N -t Igo IL K <z T�kDflo lu I Q Ino� () J) V Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81457 Tel: (970) 474 -1147 FCCC: (970) 474 -1412 ® Copyright Gwathmey /Pratt/Schultz Architects, P.C. Ali Rights Reserved R A ° o 2 p 0 v 11.1 A V IS) lu d lu flC I V V } N Z Z Q ID W d 1L UJ V v_ W Q' 4- Q ` IL D OL 0 4 �IS) CJQ d OL d W Q -�a w � a Q U I) Z �= O O ~ ) m J . u � - -� a = z sl x m z z OL N � N o T I r r dJ � u ' IL ± r Ji }' J W OL �I J w OL 4 W U- OL Z tu W Z � �z C O� W_ OL 'ry m z� W Z O O u u; J J Z _ 1L Q J Q v Q �5Z 1 4 ° O < 1L < CD Pi 0 z p W d 1L LIU Q Z 1L Q J Q v Q QW v X < Z < CD Pi 0 z p W d 1L OL OL Q V v_ W Q' 4- Q ` IL D OL 0 4 �IS) CJQ d OL d W Q -�a � R Q Od Q U I) Y i r r t If i IL J' i J r w� Oi Q z� lu ICY- Z tk K lu Z W N Z N > w U3 a z lu 15 tt ! R M< 0 at M This document, and the ideas and designs incorporated herein, as on instrument of professional service. Is the property of Gwathmey /Pratt Schultz Architects, P.C. and is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. r ♦♦ Revis ♦ OOT2005 .. r , Sheet Plumber a � o_ ►� � Q O V w OL V OL w O Q Q = z C3 N w V CD O ' fx l� w << O Q Z Q lu C j I Q < u I- LA Q tX c � OL m IS) LU Q U1 Q Z 4— D— K u �z a OL IU Q ©�►v +! 0 O <° OL J Q < VN� z lL 0D z MI0 w�fl �IL O �zd 0) ; Q thp OL 11A Gwathmey Pratt Schul Architects, p.e, 1000 S. Frontage Rd, West Vail, Colorado 81657 Tel: (470) 476 -1147 Fax: (470) 476 -1512 111 J Q Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved w u Q a 0- m� # � n � §dM t-ll.1 Q- ILI w 0. !!1 12 C O 1 Z (A 0 It w Q } Z I U V m w 0 Q X 11A 3:0 Q A Q M Q ~� lu Q z tu IL 0 > N z �� F< lu Uj O 15 A �U1 ZQ CL IL -~-� N < > C11 < IS) W<Z u Iw This document, and the ideos and designs incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwothmoy Jr., Henry R. Pratt, or Sidney Schultz. • Morch '! Revis i OCT iii r � r' z � r x d r 1 l dU f - 149 0 Sheet Number ♦ ,r;► -- iiir► t,rr► Z K Z fL lu 0 N O 0. Q _ a Q 4 O Q Q OL ►V LA Q tX c � OL m IS) LU Q U1 Q Z 4— D— K u �z a OL IU Q ©�►v +! 0 O <° OL J Q < VN� z lL 0D z MI0 w�fl �IL O �zd 0) ; Q thp OL 11A Gwathmey Pratt Schul Architects, p.e, 1000 S. Frontage Rd, West Vail, Colorado 81657 Tel: (470) 476 -1147 Fax: (470) 476 -1512 111 J Q Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved w u Q a 0- m� # � n � §dM t-ll.1 Q- ILI w 0. !!1 12 C O 1 Z (A 0 It w Q } Z I U V m w 0 Q X 11A 3:0 Q A Q M Q ~� lu Q z tu IL 0 > N z �� F< lu Uj O 15 A �U1 ZQ CL IL -~-� N < > C11 < IS) W<Z u Iw This document, and the ideos and designs incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwothmoy Jr., Henry R. Pratt, or Sidney Schultz. • Morch '! Revis i OCT iii r � r' z � r x d r 1 l dU f - 149 0 Sheet Number ♦ ,r;► -- iiir► t,rr► v _t <( t� Q.. a z X D A" lu " Z O� < OL °o U maw u n <� �! m LA Q tX c � OL m IS) LU Q U1 Q Z 4— D— K u �z a OL IU Q ©�►v +! 0 O <° OL J Q < VN� z lL 0D z MI0 w�fl �IL O �zd 0) ; Q thp OL 11A Gwathmey Pratt Schul Architects, p.e, 1000 S. Frontage Rd, West Vail, Colorado 81657 Tel: (470) 476 -1147 Fax: (470) 476 -1512 111 J Q Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved w u Q a 0- m� # � n � §dM t-ll.1 Q- ILI w 0. !!1 12 C O 1 Z (A 0 It w Q } Z I U V m w 0 Q X 11A 3:0 Q A Q M Q ~� lu Q z tu IL 0 > N z �� F< lu Uj O 15 A �U1 ZQ CL IL -~-� N < > C11 < IS) W<Z u Iw This document, and the ideos and designs incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwothmoy Jr., Henry R. Pratt, or Sidney Schultz. • Morch '! Revis i OCT iii r � r' z � r x d r 1 l dU f - 149 0 Sheet Number ♦ ,r;► -- iiir► t,rr► LI S SELECTED BY MUDSET PER TOA METHOD F11 HYDRONIC HEAT TUBING, TYP SLAB ON GRADE PER 5TRUC % WOOD FLOORIN6 PER SPEC ON R05IN PAPER 5 /4" T46 PLYkNID UNDERLAYMENT --- HYDRONIC. HEAT TUBING, TYP - --- SLAB ON GRADE PER STRUCTURAL LOWER LEVEL A00P CARPET AS SELECTED BY OWNER - ON PAD SUITABLE FOR USE OVER RADIANT HEATING 5 /4" T46 PLYV0 UNDERLAYMENT HYDRONIC HEAT TUBING, TYP SLAB ON GRADE PER STRUCTURAL LONER LEVEL CARPET 11 11 so NA r* ft P 5 r l�� 1 1001 � 00 11 1 � --- I ffig , 'M i:: 01"! 1111111111111111116� Sr-,ALt= 5 1 I I -0 11 CONT COPPER DRIP FLASHING. COUNTER-FLASH AT TOP W 6" WIDE STRIP OF 5ELF-ADHE51' KIPMEMBRANE R-1 UNPAGED BATT INSUL TYP - 1 - 7 V !V A0 PLYWOOD TO LINE OUT INTERIOR ENTIRE UTILITY BOX TO BE LINED WITH SHEET N.P. MEMBRANE A R UNPAGED BATT INSUL TYP NOTE: CONTRACTOR TO VERIFY ALL ILITY METER REQUIREMENTS AND CLEARANCES WITH UTILITY ANY BEFORE CONSTRUCTION AND NOTIFY ARCHITECT IF UTILITY INET SIZE 15 NOT ADEQUATE. 9 DOORS EXrE SIDING ON 12 " A/ 5TAINI-r HIN6A A�01 TOP AbOr B01 2X4 STUD HALL EL PIVOT LATCHES 5 /6" TYPE X DRYWALL PER A TYP ON POLY VAPOR BARRIER 'A . . ........... . - PER TYP V PLAN DTL. U71 L 17Y AE3 I NT SCALE ; lj/:2" = 1'-0" • • CAST STONE SILL V MAIN AND UPPER LEVEL CARPET NOTE: WrPRONIC HEAT TUB IN6, TYP SIZE TUBING TO ,ALLOW FOR 5/4 " MIN CONCRETE TOPPING ABOVE TUBING, 7 13 /4" WOOD FLOORINr-, PER SPEC ON R05IN PAPER %4" T46 PLYND UNDERLAYMENT 1!/:2" GONG TOPPING, TYP HYDRONIC HEAT TUBING, TYP 2x4 NAILER5 @ 24" oc $/4 " T46 PLYNP STRUCTURAL DECKING Architects. p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 LIMESTONE OR TILE A55ELECTED BY OWNE D5 T PE TOA METHOD F1 III 1 1/2 " CONO TOPPING, TYP HYMONIr, HEAT TUBING, TYP 3/4 " T$6 PLYND STRUCTURAL DECKING TYP CROWN MOLDING HEAD !/2" AC PLYWOOD TO LINE OUT INTERIOR R-1 UNI"ACED BATT INSUL TYP DOOR-5 EXTERIOR SIDING ON !/2" PLYWOOD Pq/ 5TAINLE55 STEEL PIVOT HINGES AND PUSH LATCHES TOP AND BOTTOM 2x6 STUD WALL TYP SLOPE I" PER 1'-0" V TYPE X DRYWALL PER TYP ON POLY VAPOR BARRIER PER TYP HORIZ 2X4 @ 16" O.C. TOP AND BOTTOM SLOPE BOTTOM I" PER 1'-0" AS 5HOYNIN :2x& PLATE FURRING WALL BEGINS AT 6ARA6E FLOOR SLAB AND TERMINATE5 AT &ARA(SF- CEILING 4" ELECTRICAL CONDUIT COORDINATE WITH FOUNDATION CONT BACKER ROD 4 SEALANT CONT PPER DRIP FLASHING. COUNTER- 5H AT TOP W > >r STRIP OF 5 -ADHESIVE AF MM-BRA 5LVC7 PAPER E BO CONT SEALANT NT R RIP FL� AT TOP r �PE SqA _>HE51 COUNTER- r STRIP F S NE To 51 PAPER A SET E30T Cot SL O P E" LOPE PER FT, SECTION DTL. UTILITY CABINET A GROWN MOLDIN6 SIMILAR TO BOISE MOLDING AND LUMBER CO. PROFILE NO. 1045- X 4", FINAL PROFILE TO BE APPROVED BY OWNER 1 VIR P-1 INTERIOR T It CARPET AS SELECTED BY OWNER ON PAD SUITABLE FOR USE OVER RADIANT HEATING 5 /4" T46 PLYVqP UNDERLAYMENT IV:2" GONG TOPPING, TYP HYDRONIC HEAT TUBING, TYP 2x4 NAILPR5 @ 24" oc a/4" T4(5 PLYYID STRUCTURAL rev<IN6 BASE MOULDING 5/4 X 4 DOOR $ WINDOW 2X6 DOOR 4 WINDOW LE HEAD AND SILL TRIM TRIM NOTES: 1. PROFILES TO BE SELECTED AND APPROVED BY OWNER BEFORE INSTALLATION 2. \/Ir SIZE OF RADIUS CORNERS BEFORE MILLING CORNER PLINTH 51-001<5 IF PLINTH BLOCKS ARE TO BE USED 5. NOTIFY ARCHITECT BEFORE RIPPING ANY TRIM TO FIT SPACES TOO T16HT FOR TYPICAL 51ZE5 0 Copyright Gwathmey/Pratt/Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as on Instrument of professional service, Is the property of Gwcdhmey/Prott Schultz Architects, P.C, and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. • Z. 4 na= pimp -- ..... Sheet Number �I LUYXI=K L=V=L TILt 5/4 50ALE: 0/2" = P-0" SEE DETAIL I/A53 FOR FLOORING AND WATERPROOFING CAULK JOINT CAST STONE CAP M VER IF FLASHING BEAM PER 5TRLGT - - FLOOR FRAMING PER STRUCT, TAPER TOPPING TO PROVIDE OECK SLOPE PER FLOOR PLAN CEILIN6 PER PLAN HEI& f/ //1/ .......... A X STEEL ANGLE IRON PER 5TRxT / I [ STONE VENEER N \\ 5AM FACK/5LOCKIN6 AS T*6 SOFFIT PER TYP J F OR PROPER ATTACHMENT OF ANGLE NECE55ARY IRON PER 5TRUCT T.O. ARCH OPENIN65 PER E `-- BLOCK BELOW BEAM AS NECESSARY TO ACHEIVE ROUGH OPENING FOR STONE ARCH UA M r; AF W� "A I L E o"> E TA I L ( `A5 1;>F.0K EY = T SCALE 1!/2" = P-0" DOOR PER FINISH SCHEDULE CONTINUOUS COPPER FLA5HIN6 - LAP OVER BLOCKING 1/4 " DRAINAGE BOARD OVER WATERPROOF MEMBRANE T'rF 5/4 X & RESAINN DAR VERTICAL 51DIN(5 ON EXT-MOR 5HEATHINC7 *-W 00" 7Yf�fOAL \/i WbOD D ETAILS NOT TO SCALE Z:1 E =- r- -FULL SEALANT BED AT TERED D NT1 CORNERS AND CONTI OUS SEALANT \ \ BEAD AT REVEAL RE FLAGSTONE PER 5PE05 4" BED OF WASHED GRAVEL -- -- --- U CONT W.P. MEMBRANE FROM V-0 BELOW SLAB, LAP OVER TOP OF FOUNDATION WALL ONTO PLYWOOD DECKING 24" RIGID INSULATION DRAINAGE BOARD PER TYP CONTINUOUS FROM TOP OF FOOTING TO BOTTOM OF VENEER SUPPORT 0 5 �V* 5 /4 1 - x 1 STEEL UP FLAI `BEAR f 'ROOF' MOR LATOf + 5 =-T VQ` ROUND vETAL F10KETE 5 ' MAX LEAK SPAGING YiI- LD TO P $ B2170M Rq ILS X ESTEE B 1 1 , 17TOW/ 4P 51DE: RAILS (5ATt*" 1;4 TAI L @) E"AST 50ALE: 11/2" = 1'-0" CONC FND WALL_._., PER 5TRX SHEET AP MEM AT FND WALL PER TYP 0 V V A -I- Ali, 50ALE 1!/:2" = 1'-0" STEEL NEWEL � POSTS, LOCATE Pe `R ELEVATIONS METAL TOP RAIL TO TUBE STEEL AND NEWEL POSTS �%V x 2" TUBE STEEL HANDRAIL SUPPORT AND PICKET FRAME (TOP RAIL) 1/2 " ROUND METAL PICKFTS—� 5 5/4" MAX CLEAR SPACING, WELD TO TOP 4 BOTTOM RAILS, WELD BOTH RAILS TO NEWEL P05T5 5 4 , x :2 TUBE STEEL BOTTOM RAIL 51M TO TOP RAILS 4 I GROUT SOLID BETWEEN STONE, FLASHING 4 SLAB FLAGSTONE PER SPECS HEATED CONCRETESTEPS/SLAB ON GRADE PER 5TRX11JRAL MAX CLEAR OPENNIN6 5/4" CA5T!5TONE CAP ATTACH NEWEL P05T5 7 AS INDICATED 0r STRUCTURAL t7 V7 V, CEDAR TRIM COPPER CAP FLASHING FEILD VE516N VERI DRIP FLASHING 4V2" 2% 5 T = K D"Em C K 1 )k E"TA I L 50ALE: 0/:2" = 1'-0" I 0.5 .5 �/4" SUPPORTING BEAM AND DECORATIVE BRACKETS PER 57RUCT rk : EXT. 6YPBV. T4& SOFFIT 7� q V 0 0 V - \7 r V V CAJ 0 10 00 0 On ci 0 0 0 0 0 0 STONE VENEER PER TYP . HANDIRAIL AT ENIN-1w,-Y �NALK 5CALE: 0/2" = 1'-0" Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fox (970) 476-1612 G W Copyright Gwathmey/Prati/Schultz Architects, P.C. All Rights Reserved This document, and the ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwothmey/Proff Schultz Arch tects, P.C. and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwothmey Jr., Henry R. Pratt, or Sidney Schultz. 50 Morch 2001 Revised Set • OCT 2005 5heet Number At�.5 jj VA UP FLAI MOR 1/2 " ROUND METAL PICKFTS—� 5 5/4" MAX CLEAR SPACING, WELD TO TOP 4 BOTTOM RAILS, WELD BOTH RAILS TO NEWEL P05T5 5 4 , x :2 TUBE STEEL BOTTOM RAIL 51M TO TOP RAILS 4 I GROUT SOLID BETWEEN STONE, FLASHING 4 SLAB FLAGSTONE PER SPECS HEATED CONCRETESTEPS/SLAB ON GRADE PER 5TRX11JRAL MAX CLEAR OPENNIN6 5/4" CA5T!5TONE CAP ATTACH NEWEL P05T5 7 AS INDICATED 0r STRUCTURAL t7 V7 V, CEDAR TRIM COPPER CAP FLASHING FEILD VE516N VERI DRIP FLASHING 4V2" 2% 5 T = K D"Em C K 1 )k E"TA I L 50ALE: 0/:2" = 1'-0" I 0.5 .5 �/4" SUPPORTING BEAM AND DECORATIVE BRACKETS PER 57RUCT rk : EXT. 6YPBV. T4& SOFFIT 7� q V 0 0 V - \7 r V V CAJ 0 10 00 0 On ci 0 0 0 0 0 0 STONE VENEER PER TYP . HANDIRAIL AT ENIN-1w,-Y �NALK 5CALE: 0/2" = 1'-0" Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fox (970) 476-1612 G W Copyright Gwathmey/Prati/Schultz Architects, P.C. All Rights Reserved This document, and the ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwothmey/Proff Schultz Arch tects, P.C. and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwothmey Jr., Henry R. Pratt, or Sidney Schultz. 50 Morch 2001 Revised Set • OCT 2005 5heet Number At�.5 I .. I -.. . - rn I . ..-- 4-k-1 11 on r I I v I " 4.-L-i vi v .r_ &UARr; "E"U'"VATION AT Dt 5CALF. 1!/:2" = 1'-0" I 50ALE: 11/2" = 1'-0" Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 Copyright Gwathmey/Prott/Schultz Architects P.C. All Rights Architects, This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwothmey/Prott Schultz Architects, P.C. and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. 50 March 200 Revised 50t 50 OCIT 2005 RE-155ur-D Mif GU A RDRA IL EL*FVATION AT ENT WALK 50ALF: 0/2" = 1'-0" NOEOIFAM. P05T I�Ew"TAIL AT AALK 50ALF: 11/:2" = 1'-0" Sheet Number ROOF 5HINrvLE5 PER 5F FELT INTERLA"rMENT OIL OO\/FRA6F_ SELF -APHE WATERPROOF MEMBRA1 LAP 4" COUNTERFLASHI MEMBRANE OVER COFF EDGE, TYP. NAILA5LF ROOF IN5ULAT10N PANEL W ON TOP PER TRYP KAL NOTE: PROVIDE NAILER FASCIA AND BARGE, 7 TYPICAL SAVE OON5TR 2x5 NOM RE5AhN CEDAR FA501A 2x FASCIA SUPPORT PER STRUCTUF CONTINUOUS COPPER 0-FLA5HIN6 SET IN SEALANT BED ON 5HIN&LF5 TO EXTEND UP BEHIND 2x5 FA501A 5ELF ADHESIVE WATERPROOF MEM FROM BELOW DRIP FLASHING MOVO OF :2x4 BLOCKING AND 2xI0 FA501 LAP ONTO ROOF WATERPROOFING 2xIO NOM Rr=!BAVqN CEDAR FASCIA SCALE. I!6"=I'-O" F1.OaK FINISH --r 8=�M ]N& PAN \4A PK YiA TrOVE W IGiN rrr• - &Mal r ♦ 50ALE- 1� "=I'-O" (T"rPICAL AT EXTERIOR DOORS) R-35 BAIT IN5ULATION RUN TIGHT TO WALL SHEATHING o RAFTER WALL INTERSECTION ROOF RAFTER PER STRUO 6 MIL POLY VAPOR BARRIER, TYP. FULL COVERAGE 5I`=LF-ADHI=51VE WATERPROOF MEMBRANE NOTE LAP OVER FA5CIA EDGE TYP T Y * 1 A I 2A i< E0AVE SCALE: IV2"=I*-O" FMMqMM2MFMMMMMq 50129"WRO1 2X RAKE FRAMING PER STRUCTURAL FULL COVERAGE ADHE51VE WATER MEMBRANE COPPER FLA5HIN6 Do NOT ATTACH V NAIL5,50REKB, E BOTTOM - ATTACf- AT 51DIES BLOOKINC? FOR W.P. MEMBRANE 2X6 BOTTOM PLATE N.P. MEMBRANE TO 1 FRAME WALL 51/2" RUN INATERPROOFIN KALL5 5/2" MIN. ABC !/2" PLYYiD 5HEATHIN6 PER TYP STONE VENEER STEEL ANGLE IRON PER STRUCIT, STUDS 5TRUCTURAL) F GARAGE SLAB STONE VENEER SEE DETAIL NOT TO 5CALE Ix6 NOM T46 V-GROOVE SIDING, STAIN 5EF= DOOR SCHEDULE 5/5 "'TYPE X DRYWALL OVER & MIL POLY VB FIN15H AS 50HEVULED-TYP -t, X6 (MIN) MOUNTING BOARV5 AS REOT>- STAIN ----------- ----------- ---------------------- GARAGE DOOR TRACK, HARDWARE 4 OPERATORS PER SPE05 I • 5/8 TYPE X DRYWALL OVER e> MIL POLY VB FIN15H AS 50HED LEP-TYP 2x6 MIN MOUNTING BOARDS AS REOT>, STAIN E DOOR TRACK, HARDWARE 4 OPERATORS PER SPECS :AGE POOR �Spr_o SCALE 1'-0" RUN-AATERPROOFIN6 GOVT BACKER ROD 4 SEALANT FX.F ij VOINN FALL 2x STONE JAMB, WIDTH GONG SLAB OVER DRAINAGE VARI E -5 A/ GARAGE HALL; BOARD OVER WP MEM TO TURN ATTACH PER STRUCTURAL 06" RESANN P400D TRIM TO CONCEAL WEATHERSTRIP I NOM. Rr=5AViN , STAIN WYqATt`R1"*_"1'R00` I N& uNDT'"R SEE DOOR 50HEDULE &A & IX6 NOM T46 RE5AViN V-6ROOVE SIDING, t Sri- DOOR 50HEr,>ULE SCALE IV2' 1'-0" SEE DETAIL NOT TO 5CALE Ix6 NOM T46 V-GROOVE SIDING, STAIN 5EF= DOOR SCHEDULE 5/5 "'TYPE X DRYWALL OVER & MIL POLY VB FIN15H AS 50HEVULED-TYP -t, X6 (MIN) MOUNTING BOARV5 AS REOT>- STAIN ----------- ----------- ---------------------- GARAGE DOOR TRACK, HARDWARE 4 OPERATORS PER SPE05 I • 5/8 TYPE X DRYWALL OVER e> MIL POLY VB FIN15H AS 50HED LEP-TYP 2x6 MIN MOUNTING BOARDS AS REOT>, STAIN E DOOR TRACK, HARDWARE 4 OPERATORS PER SPECS :AGE POOR �Spr_o SCALE 1'-0" 2x6 NOM RFSANN Or FASO 1A 2xI0 NOM RFSANN CEDAR FASCIA STONE 'VENEER LJ SELF ADHESIVE WATERPROOF MEMBRANE E3 CONT. COPPER FLASHING SET IN SEALANT BED UNDER SHIN6LT=5 2 6 - TO EXTEND UP BEHIND STONE VENEER 2 2`::::- 6 SHINGLE ROOF N1 501b FELT 2­:::­:�:. 6 INTERLAYMF=NT ON FULL COVERAGE SELF - ADHESIVE 2 6 WATERPROOF MEMBRANE lilt f 1 11 1 If I I 1;Z WON ♦ N 50ALE 1'-0" ARCHED STONE VENEER RECESS OVER DOOR PER ELEVATIONS 2x6 EXTERIOR WALL (OR PER 5TRUCTURAQ CONSTRUCTION @ GARAGE NOTE, R-141 INSULATION TYP V2" PLYP40 5HEATHIN& 4X5 STONE DOOR TRIM - RETURN UNDER DOOR HEAD 2x STONE JAMB k4IDTF VARIES W GARAGE WALL OONT BACKER ROD 4 SEALANT 0/2" RE5AYiN Y400D TRIM TO CONCEAL NEATHER5TRIF Ix NOM, RESAPNIN, STAIN SEE DOOR 5CMEDULE PAVERS SLOPE SLOPE PER 5FE015 PER CIVI I PER STI;;1 UC _T EXPANSION JOINT 4 4 40 4 0 4 4 0 . TO PLYND / FROTN Y4ALL .......... �} PER STRUOT V 10V v a HE r,> ATE OONC, V SLAB V I I v . ........ CONT W.P. SHEET MEMBRANE FROM 2" -0 BELOW SLAB, LAP OVER TOP OF FOUNDATION WALL ONTO PLYWOOD DECKING r-LO 'JOISTS BEA PER 9 RI(51D INSULATION DRAINA BOARD PER TYP CONTINUOUS FROM TOP OF SUPPORT r-OOTIN6 TO BOTTOM OF VENEER _ _ I �-� _ I I , KA C-ONC. FNV AALL___•— PER STRUCI -DROP OR LAY'-IN 5HEET W MEM AT V CEILING PER RCP t=ND WALL PER TYP U Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 44-4 ,r � 0 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects. P.C. and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. Oro W V I Uw ' 7 1 Z Sheet Number GARAGE DOOR AND TRIM PER SPECS / DETAILS GONG SLAB OVER DRAINAGE BOARD OVER WP MEM TO TURN UP 5 1/2 " AT WALLS ABOVE SLAB AND EXTEND OUT OVER FNV HALL AND LAP OVER YSIP MEM OF FND` WALL PRE -CAST OONC, TRENCH MAIN Y41 METAL GRATE 2x6 NOM RFSANN Or FASO 1A 2xI0 NOM RFSANN CEDAR FASCIA STONE 'VENEER LJ SELF ADHESIVE WATERPROOF MEMBRANE E3 CONT. COPPER FLASHING SET IN SEALANT BED UNDER SHIN6LT=5 2 6 - TO EXTEND UP BEHIND STONE VENEER 2 2`::::- 6 SHINGLE ROOF N1 501b FELT 2­:::­:�:. 6 INTERLAYMF=NT ON FULL COVERAGE SELF - ADHESIVE 2 6 WATERPROOF MEMBRANE lilt f 1 11 1 If I I 1;Z WON ♦ N 50ALE 1'-0" ARCHED STONE VENEER RECESS OVER DOOR PER ELEVATIONS 2x6 EXTERIOR WALL (OR PER 5TRUCTURAQ CONSTRUCTION @ GARAGE NOTE, R-141 INSULATION TYP V2" PLYP40 5HEATHIN& 4X5 STONE DOOR TRIM - RETURN UNDER DOOR HEAD 2x STONE JAMB k4IDTF VARIES W GARAGE WALL OONT BACKER ROD 4 SEALANT 0/2" RE5AYiN Y400D TRIM TO CONCEAL NEATHER5TRIF Ix NOM, RESAPNIN, STAIN SEE DOOR 5CMEDULE PAVERS SLOPE SLOPE PER 5FE015 PER CIVI I PER STI;;1 UC _T EXPANSION JOINT 4 4 40 4 0 4 4 0 . TO PLYND / FROTN Y4ALL .......... �} PER STRUOT V 10V v a HE r,> ATE OONC, V SLAB V I I v . ........ CONT W.P. SHEET MEMBRANE FROM 2" -0 BELOW SLAB, LAP OVER TOP OF FOUNDATION WALL ONTO PLYWOOD DECKING r-LO 'JOISTS BEA PER 9 RI(51D INSULATION DRAINA BOARD PER TYP CONTINUOUS FROM TOP OF SUPPORT r-OOTIN6 TO BOTTOM OF VENEER _ _ I �-� _ I I , KA C-ONC. FNV AALL___•— PER STRUCI -DROP OR LAY'-IN 5HEET W MEM AT V CEILING PER RCP t=ND WALL PER TYP U Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 44-4 ,r � 0 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects. P.C. and Is not to be used, in whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. Oro W V I Uw ' 7 1 Z Sheet Number Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fox: (970) 476-1612 M 3 ! OL �D W T- as q) z< lu Z z �doz lu C �] C- - IL L Iu lu lu IL I SOL (D Copyright Gwothmey/Proff/Schultz Architects, P.C. Ali Rights Reserved i • • I NO& NMI This document, and the Ideas and designs incorporated herein, as an Instrument of professional service, is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. !'Ote: 50 Morch 200*7 Revised 50t 50 OCT 200e) RE-155UED Sheet Number Z ui Z Z N O Z Z < < Z kn ZZ < Z © lu Z lu Z U- Lu IU - 1 0 %3 Q IL W tu 'U x OL < < ��� Gwathmey Pratt Schultz a U.I �w �v zQ 1m 1L v° �z zv �z d0 �Z >� lu OQ I *rO E'U"VATION MA5TER BE17)ROOM SCALF: 1/2" e I ' — 011 IN] mm" "rrritii rU>M *rO PLAN MAt) - I K 5 F- DRI 0 0 M SCALE 1/2" = I I _ Oil EX15T MANTr FLA MA5TER BEDROOMI SCALE: 1/2" = I '- 0 11 Architects, p,c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476 -1147 Fca:(970) 476 -1612 0 Copyright Gwathmey /Pratt/Schuitz Architects, P.C. All Rights Reserved This document, and the ideas and designs incorporated herein, as an Instrument of professional service, is the Property of Gwathmey /Prott Schultz Architects, P.C. and is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz, • Morch 200 Revised 5elt 9 OCT 200 RE , Fy Y / b Sheet dumber t•eM D *w O 7 0 1 11.1,c RW-Ot OOAT1" f 5ECT101 MA5TER Br I SCALE: 1 /2" ® I i_OIl *t = I REO 0 t"=1 fL A lo Em" 5 r" 0 T I o N 6REOAT R"OOM S CALE 1 /2iI = I i — OII *r=1R*Ew":FLAot*-u" t* .. ' R OOM SCALE: 1 /2" = I i_ A5.�1 FAI Tn m c0 N I NDON i tt1 110 2 " 1 " " 2' - 6 4 -II 1/4 " ,1►_ _ 2' -61 1 � I F177 +:N wiuDOw 000 d3 I ------- ------------------------ - --- - f, -- - ' A I NDON 2 ' — e f \ ° 1 \; E.__.._Jm VERIFY HAND - N W /ELEVATIONS I I TOP OF DECK ------ --- ----- -- - - -- 1 -- --- - - - - -- - -- - - - - - -- — N I NDOVN I NDOVN L/ YY ZZ � EEE 5' -0" O INDICATES HEAD RECE55ED MOTORIZED SHADE — 6111 K N ii s I t0 X - 1 I (V V�1 I NDON N I NDON N I NDON 4 1 — V " lot -oil 51-0 I 27] FIXED FIXED m t- f — ---- _._.._-- _----- - -- - -_ --- - -- -_° -------- -°-° -- ry - - - -- Vv I NDOIN m T" WINDOW RR 6" SAWN STRIP AT HEAD TO LAP OVER NAILING FLAN6E OF EXTRUDED DRIP CAP FLASHING, ACRO55 RECESS AND UP FACE OF 5HEATHIN( &' 5AWN 5TRIP5 AT EACH JAMB TO LAP NAILING FIN5, ACROSS RECE55 AND ONTG FACE OF SHEATHING 6" 5AWN STRIP AT SILL TO LAP SILL NAILiN6 FIN, ACRO55 51" AND DOWN FACE OF SHEATHING m i DOOR F / f FIXED , FIXED NO R i tt1 110 2 " 1 " " 2' - 6 4 -II 1/4 " ,1►_ _ 2' -61 1 � I F177 +:N wiuDOw 000 d3 I ------- ------------------------ - --- - f, -- - ' A I NDON 2 ' — e f \ ° 1 \; E.__.._Jm VERIFY HAND - N W /ELEVATIONS I I TOP OF DECK ------ --- ----- -- - - -- 1 -- --- - - - - -- - -- - - - - - -- — N I NDOVN I NDOVN L/ YY ZZ � EEE 5' -0" O INDICATES HEAD RECE55ED MOTORIZED SHADE — 6111 K N ii s I t0 X - 1 I (V V�1 I NDON N I NDON N I NDON 4 1 — V " lot -oil 51-0 I 27] FIXED FIXED m t- f — ---- _._.._-- _----- - -- - -_ --- - -- -_° -------- -°-° -- ry - - - -- Vv I NDOIN m T" WINDOW RR 6" SAWN STRIP AT HEAD TO LAP OVER NAILING FLAN6E OF EXTRUDED DRIP CAP FLASHING, ACRO55 RECESS AND UP FACE OF 5HEATHIN( &' 5AWN 5TRIP5 AT EACH JAMB TO LAP NAILING FIN5, ACROSS RECE55 AND ONTG FACE OF SHEATHING 6" 5AWN STRIP AT SILL TO LAP SILL NAILiN6 FIN, ACRO55 51" AND DOWN FACE OF SHEATHING m v- i c� { t" FIXED INSULATED &LASS UNIT W/ DECORATIVE CARVED FIXED &LA55 IN51DE t N TOP OF DECK N I NDON FixEr,> TOP OF DECK ----- _- _.k!��____ ________ —__ _________ N I NDOIN N I NDO Q N I N�O1N INDICATES HEAD REOF55ED MOTORIZED 5HADE _2' -6" T dl VERIFY HAND W /ELEVATION5 N 1 NDOV`lI1 Q Q � i t- 21-6 (�l I VERIFY HAND WIELEVATION5 tv V"ll1 I ND01IIII"1 l 5 1 -0 11 I 2' -6" E CENTERLINE OF I FRAMI MEt5ERS i VERIFY HAND w M / VERIFY HAND W/ELEVATIONS p" 1 \ j W/ELEVATION5 ! I m �( I' -fl 1/4 " PLAN VIEK V�1 I NDOIN N I NDON IN I NDON 15 IN I ND TT UU BB FELLA SKYLI6HT #2247 (FIXED) UNIT 512E I' -9 i /4" X V -10 1/2" WINDOW5 ARE 5HOWN FROM OUTSIDE i DOOR F FIXED FIXED FIXED , FIXED NO R E �' A AIDTH H H�I(9HT T THIGKNE-SS M MATERI F FINl5H M v- i c� { t" FIXED INSULATED &LASS UNIT W/ DECORATIVE CARVED FIXED &LA55 IN51DE t N TOP OF DECK N I NDON FixEr,> TOP OF DECK ----- _- _.k!��____ ________ —__ _________ N I NDOIN N I NDO Q N I N�O1N INDICATES HEAD REOF55ED MOTORIZED 5HADE _2' -6" T dl VERIFY HAND W /ELEVATION5 N 1 NDOV`lI1 Q Q � i t- 21-6 (�l I VERIFY HAND WIELEVATION5 tv V"ll1 I ND01IIII"1 l 5 1 -0 11 I 2' -6" E CENTERLINE OF I FRAMI MEt5ERS i VERIFY HAND w M / VERIFY HAND W/ELEVATIONS p" 1 \ j W/ELEVATION5 ! I m �( I' -fl 1/4 " PLAN VIEK V�1 I NDOIN N I NDON IN I NDON 15 IN I ND TT UU BB FELLA SKYLI6HT #2247 (FIXED) UNIT 512E I' -9 i /4" X V -10 1/2" WINDOW5 ARE 5HOWN FROM OUTSIDE YATO ty _ -- -------- ` -_ - -- �y --------------------- ____---------- ______ _____ 1 — ___- ____— ________ _______-- __— ___ -_; --- - - - - !- -TOP OF DECK__ WIND FF .f OW l - 01 1 : .... ...,,� s I m I I ' FIXED 1 VERIFY HAND W/ELEVATIONS O tV TOP OF DECK tY _--- _--- - - - - -_ V�1 I NDOVN L V�1 I NDOV� MM 2. ALL WINDOW5 SHOWN HERE SHALL BE ALUMINUM CLAD WINDOWS UNO 3. DIMEN51ON5 61VEN HERE ARE WINDOW FRAME DIMENSIONS DIMENSIONS 61VEN APPLY TO WINDOWS MANUFACTURED BY PELLA (ARCHITECTURAL SERIES) � A IT 5HALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADJUST FRAME AND ROU &H i I F. �F MEMBR NE 4. CON SHALL F E VERI Y IND L ROU&H OPENIN65 AND MENSION5 -�,/ I � AND SHALL REVISE AS NECESSARY FOR PROPER INSTALLATION OF WINDOWS AT A 5. CONTRACTOR SHALL PROVIDE SAFETY 6LAZIN6 AND EGRESS WINVOW5 WHERE REQUIRED NOT TO 50ALE BY CODE SAM SELF ADHE5IVE WATERPROOF 6. GLAZING SHALL BE TAMPERED, HIGH STRENGTH OR LAMINATED A5 REQUIRED MEMBRANE (V W W " IGOR, BITUTHENE, ETC) 7. ALL WINDO5 TO BE LO 50UARED 5. FIXED WINDOW5 TO BE SASH SET TO MATCH CASEMENT OR AWNING WINDOW5 a. SEE ELEVATIONS AND FLOOR PLANS FOR HANDING OF OPERABLE DOORS AND WINDOWS VERIF Y W /ELE IN I NDON EE GG ALLONANGE FINAL DOOM': DESIGN BY 1N I NDON JJ (R) o (Rev - Kitchen) to I N I NDON JN I NDOVi L VERIFY HAND VERIFY HAND W/ELEVATION5 W/ELEVATION NN LEVATIONS A& SC ALE V = I VN I NDON MM 1N I Nl O)CN R 1. SEE FLOOR PLANS FOR DOOR 5WIN6 1 OPERATION 2. ALL 5WIN &IN6 DOORS TO RECEIVE STOPS -STYLE PER INTERIOR DE516NER 3. SUBMIT HARDWARE SCHEDULE AND DOOR SHOP DRAWIN65 FOR APPROVAL 4. INTERIOR DOORS AND FRAMES SHALL BE WOOD STYLE AND RAIL - FINISH PER INT, DES. 5. EXTERIOR WOOD DOOR5 SHALL BE STYLE AND RAIL - FINISH PER INTERIOR DE516NER 6. 6ARA6E DOORS SHALL BE SECTIONAL OVERHEAD DOORS, 2 " NOMINAL THICKNESS, HARDBOARD OVER IN5ULATIN& FOAM PER MANUFACTURER - CONTRACTOR SHALL IN5TALL Ix6 'V- 60OVE' 51DIN6 # 5/4 TRIM AS 5HOWN, ADJUST DIMENSIONS PER ACTUAL PANEL SIZE - WESTERN RED CEDAR, 5TK, STAIN 7. ALL DOORS TO BE HUN6 IN SUCH A MANNER THAT THE DOOR HEAD TRIM SHALL AL16N WITH WINDOW HEAD TRIM IN ALL CASES THROU &ROUT THE HOUSE. IN I NDON HH i SOLI GORE HM 2 PANEL FLU5H 5P) =05 DOOR DOOR I EX TER OR. DOOR Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 47b -1147 Fax: 7 476 -161 (9 0) 2 O Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Prott Schultz Architects, P.C. and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. Shut dumber WINDOW DD DOOR F FRAME HrhRla�cRE R REM,�►RK5 NO R ROOM � �' A AIDTH H H�I(9HT T THIGKNE-SS M MATERI F FINl5H M MATERIAL r r-INI l H 101 M MEGH ROOM 5 50 50 3 3' -O' TNDM T T-O" 1 1 9 /4" W WOOD S STAIN W WOOD S STAIN P PA55A&E 2 20 MIN SOUND RATED W/50UND SEALS, G 102 B BEDROOM #5 2 2' -&' 7 7 1 -0" 1 1 94 W WOOD S STAIN 1 10 S STAIN P PRIVACY 103 B BATHROOM #5 G G 2 2' -5" 7 7' -0" 1 1 %4" W W00D S STAIN W WOOD S STAIN P PRIVACY 104 O OL05ET #5 G G 2 2' -6" PAIR) 7 7' -o" 1 1 9 14" W WooD S STAIN W WOOD S STAIN P PASSAGE 105 C CLOSET #4 G G - -6" (PAIK) 7 7 1 1 e 4" W WOOD S STAIN W WOoD S STAIN P PA55A6E 106 B BATHROOM #4 G G 2 2' -4" 7 7' -0" 1 1 e/4" W WOOD S STAIN W WOOD S STAIN P PRIVACY 10"? B BEDROOM #4 G G - - 7 7' -0" 1 1 1 4" W WOOD S STAIN W WOOD S STAIN P PRIVACY 108 B BEDROOM #a G G 2 2' -8" 7 7 -0 " 1 1 74 W WOOD S STAIN W WOOD S STAIN P PRIVACY � k 1011 C I C CLOSET #3 -WEST C C 2 2' -O' " "!' -O" 1 1 44" W WOOF S STAIN W WOOD S STAIN P PASSAGE III B BATHROOM #3 G G - -6" 7 7' -O" 1 1 V 4" W WOOD S STAIN W W000 S STAIN P PA55A&E 2 T TOILET *6 G G - - 7 7' -O" 1 1 W W WOOD S STAIN W WOOD S STAIN P PRIVACY Ili S SHOWER #8 D D - - V V.I.P. P PER MANUF. & &LASS P PATTEI2ENED F FRAMELESS 114 L LINEN OL05ET G G 2 2" - 6 - 7 7` - 0 " 1 1 %4" W WOOD S STAIN W W000 5 5TAIN P PASSAGE 115 L LAUNDRY ROOM C C 2 2' - 8" 7 7' - 0" 1 1 W WOOD S STAIN W WOOD S STAIN P PASSAGE 116 W WINE ROOM C Custom door 2 2' - 8" T T' - O" I I �4 O Owner to desalde O Omer to desctde W WOOD S STAIN P PRIVACY A ALLOWANCE - DOUBLE PANE INSULATED 117 B BUNKROOM #6 G G 2 2' - 8 " 7 7' -0" 1 1 We W WOOD S STAIN W WOOD 5 5TAIN P PA55A &E 118 B BATHROOM #6 G G 2 2' -8" 7 7' -0" 1 14' W WOOD S STAIN W WOOD S STAIN P PRIVACY 11 S SHOWER #6 D D 2 2 V V.I.F. P PER MANUR G GLA55 P PATTERENEV F FRAMELE55 - -- - -- CLOSET #6 G G P PAIR 2' -0" W WOOD S STAIN W W0017 S STAIN D DUMMY WI BALL CATCH 2 1 121 G GARDEN 5TORA6E B B 2 2' -8" 8 8' -0" I I W W W0012 S STAIN W WOOD 5 5TAIN P PA55A&E WITH DEAD00LT 2 E ELEVATOR G G 3 3' -O "' - - I I �4" W WOOD S STAIN W WOOD S STAIN I INTERCONNECT W/ INT. ELEV. DOOR 123 L LOWER POWDER RM. G G 2 2"-4 7 7 - 0 " 1 1 VI W WOOD S STAIN W WOOD S STAIN P PRIVACY 124 W WORK SPACE G G 3 3 - 0" 7 7' -0" 1 1 1 WI W WOOD S STAIN W WOOD S STAIN P PASSAGE S SOUND 5EAL5 A 125 B BASEMENT C C a a' -O" A T T 1 1 WI W W000 S STAIN W W000 S STAIN P PA55A6E D DOOR # FRAME 126 E ELECTRONIC CLOSET 3 3' -O" 8 7 7' -O" 7 74 I " W WOOD S STAIN W WOOD 5 5TAIN L LOGKSET A A 127 E ELECTRONIC OL05ET C C - - 7 7 1 1 %!l W WOOD S STAIN W WooD S STAIN P PASSAGE $ 1 128 E ELECTRONIC CLOSET G G 2 2' -4" 7 7' -0" 1 1 9 14 ! 1 1 10"41000 S STAIN W W00D S STAIN P PA55A6E 12 E ELECTRONIC CLOSET C C 2 2' -4" 7 7' -0" W WOOD S STAIN W WOOD S STAIN P PA55A &E I E ENTRY A A 4 4' -0" 8 8' -O" I I — WOOD S STAIN W W00D S STAIN E ENTRY 202 E ENTRY POWDER ROOM G G 2 2' - 8" - - 11 1 — " WOOD S STAIN W WOOD S STAIN P PRIVACY 203 E ENTRY CLOSET C Cl P PAIR 1' - &" 7 7' " 1 1 We W WOOD S STAIN W WooD S STAIN D DUMMY WI BALL CATCH 204 B BEDROOM #2 G G 3 3' -O" T T' -6" 1 1 � W WOOD 5 5TAIN W WOOD S STAIN P PRI AG 4 2 20 C CLOSET #2 G G P PAIR 2'-O" 7 7' -6" I I 7 " W W000 S STAIN W WOOD 5 5TAI14 P PASSAGE A A 206 B BATH #2 G G 3 3' -O" 7 7' -6" 1 1 �"' W WOOD S STAIN W W00D S STAIN P PRIV GY 207 N NOT USED 208 1 1 NOT USED 2011 K KITGHEW6REAT ROOM C C 8 8' -0" 7 7' - 6" I I �4 W WOOD S STAIN W WOOD S S TAIN D DOUBLE 5WIN& - 180 d F FRAME TO RECEIVE DOUBLE SWING HARDWARE A 2011 K KITCHEWGORRIDOR G G 8 8' -O" 7 7' -6" W WOOD 5 5TAIN W W00D S STAIN D DOUBLE SWIN& - 180 dL%q. F FRAME TO RECEIVE; DOUBLE SWING HARDWARE 210 L LUIS OFFICE /HEARTH ROOM W W00V S STAIN W WOOD S STAIN P PRIVACY 211 P PANTRY D DELETED 212 N NOT USED 213 E ELEVATOR G G 3 3' -0" 8 8' -O" 1 1 % W WOOD S STAIN W WOOD S STAIN S SEE 5PECIFEGATION5 N N GT W IN . OR 214 6 6ARA6E ENTRY C C 8 8' -0" S S' -o" I I EY" W WOOD S STAIN O W 5TAIN E ENTRY M 20 5 215 & &ARA6E CLOSET G G P PAIR 2' -0" V V-0 1 1" 1' W WOOD S STAIN W WOOD S STAIN D DUMMY W/ BALL CATCH 216 G GARAGE CLOSET C C P PAIR 2' -0" 8 8' -0" I I %1I W WOOD S STAIN W W00D S STAIN D DUMMY W/ BALL CATCH MUD ROOM C Cl - - 8 8' - O" I I W W WOOD S STAIN W W00D S STAIN P PA55A&E 2 20 MIN RATED 5MOKE 5EAL.8 AND GL ER A 217 M 215 P POWDER ROOM - 2 G G - - b" 8 8' -O" I I 7 W WOOD S STAIN W W00D S STA IN P PRIVACY W WEATHER - STRIPPED #SPRING HIN6E5 2111 M MUD ROOM /G " 8' -O" I " WOOD 5 5TAIN W WOOD S STAIN P PASSAGE 220 6 6ARA &E ENTRY B B 3 3' - 8 8' -0" E EY "' W WOOD S STAIN W WQOT� S STAIN 221 G GARAGE OVERHEAD F F 1 11' =Q" 1 11' -O" P PER SPECS /DETLS. W WOOD 5 5TAIN W W000 S STAIN S SEE 5PEGIFICATION5 222 G GARAGE OVERHEAD F F 1 11' -O" 1 11' -0" P PER 5PEG51DEfL5. W WOOD S STAIN W WOOD 5 5TAIN S SEE SPECIFICATIONS 223 G GARAGE OVERHEAD F F - - 1 11' -O" P PER SPECS /DETLS. W WOOD S STAIN W WOOD S STAIN S SEE SPECIFICATIONS 224 MUDRQQM CLOSET -SOUTH D DELETED 225 M MUDROOM CLOSET -NORTH D DELETED 226 N NOT USED 227 N NOT USED 2 C C 2 2' -O" 7 7' -6" I I �'4 W WOOD S STAIN W WOOD S STAIN P PASSAGE Q b 2 2211 E ELECTRIC CLOSET E E P PAIR 2' -4" - - I I �4" W WOOD -METAL CLAD S STAIN W W000 S STAIN P PA55A6E S STAIN To MATCH STONE VENEER G 3 3'-Q" 7 7' -0" 1 1 1 10 S STAIN W WOOD 5 5TAIN S SEE SPECIFICATIONS I INTERCONNECT W/ INT. ELEV. DOOR 802 C CLOSET G G 2 2' -l0" T T' -0" 1 1 9 / 4 " W W00D S STAIN W WOOD S STAIN P PA55A6E 308 S SPIRAL STAIR- INSIDE G G - - 7 7' -0" I I �" W WOOD S STAIN W WQOD S STAIN P PA55A6E 6 6A%c x1: '* t QUALITY POOR FRAt-e 804 S SANS OFFICE G G 2 2' -8" ' 7 1 4'" W WOOD 5 5TAIN W WOOD S STAIN P PRIVACY S SMOS SEALS $05 M MASTER BEDROOM G G 2 2' -8" 7 7 - 0" 1 1 �"' W WOOD S STAIN W WOOD S STAIN P PRIVACY 806 M MASTER BED To BATH G G 2 2' -8" ' 7 1 9/411 W WOOD S STAIN W W00D S STAIN P PA55A6E 50 M MASTER LAV G G 2 -8 "f T 1 1 ' W00D 5 5TAIN W W00D S STAIN P PRIVACY 308 M MASTER SHOWER D D - - V V.I.F. P PER MANUF. 6 6LA55 P PATTERENED F FRAMELE55 - -- - -- ao11 S SAMS GL05ET G G 2 2' -8" 1 1 1 1 % W WOOD S STAIN W W000 S STAIN P POCKET DOOR 310 5 5AM'5 CLO /EXERGI5E ROOM G G 2 2' - 8 " 7 7' -O" 1 1 Iki W WOOD S STAIN W WOOD 5 5TAIN P PASSA6E all L LUIS GLO /EXER0I5E ROOM G G 2 2' - 8 " 7 7' -0" 1 1 -9" W WooD S STAIN W WOOD S STAIN P PASSA6E 312 L LUI CLOSET G G ' 2 7 i -O " 1 1 W WOOD S STAIN W WOOD S STAIN P POCKET DOOR 313 M MASTER BED TO BATH C C 2 2' -8" 7 7' -O" 1 1 7 " W WOOD 5 5TAIN W WOOD S STAIN P PA55A &E 314 S SPIRAL STAIR- OUTSIDE 6 6 2 2 1 -6" 7 7 -0 " 1 5/ 8, " H HOLLOW METAL P PAINTED H HOLLOW METAL P PAINTED E ENTRY 1 1AC -ATHM STR 6ASKETS, W-M auAL ITY 1 PRAT M j Air- V Y " " " " - - M METAL P PAINT M METAL P PAINT E ENTRY G GONTR TO PROVIDE SHOP DW6 I H HALL CLOSET C C 2 2' -6" 7 7' -O" 1 1 8/4" W W000 S STAIN W W000 S STAIN P PASSA6E 317 A ATTIC ACCESS G G 2 2' -0" ? ? 1 1 5/4 11 Y Y0012 S STAIN W WOOD S STAIN P PASSA &E S SOUND SEALS 5' — O " u 2' -8" i 5 .5 1 5 -6 . FIXED WIND FF .f OW l - 01 1 : .... ...,,� s I m I I ' FIXED 1 VERIFY HAND W/ELEVATIONS O tV TOP OF DECK tY _--- _--- - - - - -_ V�1 I NDOVN L V�1 I NDOV� MM 2. ALL WINDOW5 SHOWN HERE SHALL BE ALUMINUM CLAD WINDOWS UNO 3. DIMEN51ON5 61VEN HERE ARE WINDOW FRAME DIMENSIONS DIMENSIONS 61VEN APPLY TO WINDOWS MANUFACTURED BY PELLA (ARCHITECTURAL SERIES) � A IT 5HALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADJUST FRAME AND ROU &H i I F. �F MEMBR NE 4. CON SHALL F E VERI Y IND L ROU&H OPENIN65 AND MENSION5 -�,/ I � AND SHALL REVISE AS NECESSARY FOR PROPER INSTALLATION OF WINDOWS AT A 5. CONTRACTOR SHALL PROVIDE SAFETY 6LAZIN6 AND EGRESS WINVOW5 WHERE REQUIRED NOT TO 50ALE BY CODE SAM SELF ADHE5IVE WATERPROOF 6. GLAZING SHALL BE TAMPERED, HIGH STRENGTH OR LAMINATED A5 REQUIRED MEMBRANE (V W W " IGOR, BITUTHENE, ETC) 7. ALL WINDO5 TO BE LO 50UARED 5. FIXED WINDOW5 TO BE SASH SET TO MATCH CASEMENT OR AWNING WINDOW5 a. SEE ELEVATIONS AND FLOOR PLANS FOR HANDING OF OPERABLE DOORS AND WINDOWS VERIF Y W /ELE IN I NDON EE GG ALLONANGE FINAL DOOM': DESIGN BY 1N I NDON JJ (R) o (Rev - Kitchen) to I N I NDON JN I NDOVi L VERIFY HAND VERIFY HAND W/ELEVATION5 W/ELEVATION NN LEVATIONS A& SC ALE V = I VN I NDON MM 1N I Nl O)CN R 1. SEE FLOOR PLANS FOR DOOR 5WIN6 1 OPERATION 2. ALL 5WIN &IN6 DOORS TO RECEIVE STOPS -STYLE PER INTERIOR DE516NER 3. SUBMIT HARDWARE SCHEDULE AND DOOR SHOP DRAWIN65 FOR APPROVAL 4. INTERIOR DOORS AND FRAMES SHALL BE WOOD STYLE AND RAIL - FINISH PER INT, DES. 5. EXTERIOR WOOD DOOR5 SHALL BE STYLE AND RAIL - FINISH PER INTERIOR DE516NER 6. 6ARA6E DOORS SHALL BE SECTIONAL OVERHEAD DOORS, 2 " NOMINAL THICKNESS, HARDBOARD OVER IN5ULATIN& FOAM PER MANUFACTURER - CONTRACTOR SHALL IN5TALL Ix6 'V- 60OVE' 51DIN6 # 5/4 TRIM AS 5HOWN, ADJUST DIMENSIONS PER ACTUAL PANEL SIZE - WESTERN RED CEDAR, 5TK, STAIN 7. ALL DOORS TO BE HUN6 IN SUCH A MANNER THAT THE DOOR HEAD TRIM SHALL AL16N WITH WINDOW HEAD TRIM IN ALL CASES THROU &ROUT THE HOUSE. IN I NDON HH i SOLI GORE HM 2 PANEL FLU5H 5P) =05 DOOR DOOR I EX TER OR. DOOR Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 47b -1147 Fax: 7 476 -161 (9 0) 2 O Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Prott Schultz Architects, P.C. and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. Shut dumber WINDOW DD 555MENTEP HEADER PER STRUCT BEYOND 12" STRIP 5ELF ADHESIVE WATERPROOF MEMBRANE, TYP STEEL ANGLE IRON PER 5TRUCT COUNTERPLA51-1 NI 6" J DIVE 5TRIf OF 5FLF ADHESIVE NP MEMBRANE, OUT INTO BLDG PAPER. FAINT TO MATCH STONE VENEER - TYP CAULK CONT COPPER DRIP FLA5HIN6. COUNTER- FLASH A/ (o" AIDE STRIP OF SELF - ADHESIVE NP MEMBRANE, OUT INTO BLL>67 PAPER, an In CAST STONE WINDOW /DOOR HEADER 5TONF ATTACHMENT PER SHOP DRAW IN(55 OUT STONE OR 556MENTED OUT STONE SOFFIT TRIM CONT. SEALANT AND BACKER ROD 5TONt= ' COVERT AS SPE MANUAL CAST C ViINVOk BELOW iig! OEM WALL FRAMING DRYWALL VAPOR BARRIER HEADER FERSTRUCT Vioor> TRIM, TYP PER INTERIOR DETAII-5 WINDOW FRAME CEDAR SIDI 1/2" FLYVqOi: CONT COPPER DRIP FLASHING. COUNTER- FLASH vql 6" WIDE STRIP OF SELF - ADHESIVE NP MEMBRANE, OUT INTO BLI PAPER. 12" 5TRIP5ELF ADHESIVE WATERPROOF MEMBRANE, TYP 5" x 12" CEDAR TRIM - STAIN, 7 (6 AT GREEN HOUSE) CONT. SEALANT AND BACKER R< H"EAE� 9 M"ETAL SIDIN6 001 J I r= III --I I -in 'OR BARRIER 'WALL -L FRAMING CEDAR SIDING 1/2" PLYYqOOr, 12" STRIP 511 ADHESIVE WATERPROOF MEMBRANE, TY CONT. SEALANT :2 x ( il CEDAR TRIM WOOD TRIM, TYP PER INTERIOR DETAILS WINDOW FRAME SILL CONT. SEALANT AND BACKER ROD rwfl�-00 1/2" PLYWOOD — 12" STRIP SELF ADHI=51\/r- FRAMIN6 WATERPROOF MEMBRANE, TYP NLL STEEL ANGLE Z BARRIER SEE STRUCTURAL CONT COPPER DRIP FLA5HIN6. COUNTER- FLASH vql II Vqlr,>r- STRIP OF SELF-ADHEVVE VqF MEMBRANE, CUT INTO 51 D6 PAPER. RUCTURAL DRIP TRIM, TYP ITERIOR DETAILS CAST STONE HEADER E=N )kN FRAME CONT. SEALANT AND BACKER ROD BARRIER ALL STONE VENEER ON FULL COVERAGE =RAMINC7 NP MEMBRANE AS SPECIFIED IN PROJECT MANUAL 12" STRIP SELF ADHESIVE WATERPROOF MEMBRANE, TYP )OD TRIM, TYP R INTERIOR DETAILS BEEN WINDOW 4DON FRAME 0 50ALE 5 WINDOW .. . I A WAL FRAMING DRYWALL VAPOR BARRIER OD Yoop TRIM, TYP PER INTERIOR DETAILS SCREEN �i WINDOW FRAME WALL FRAMING DRYWALL VAPOR BARRIER WOOD TRIM, TYP PER INTERIOR DETAILS 5/4 NOM NOOr,> JAMB EXTENSION PER TYPICAL 5CREEN WINDOW FRAME SILL BELOW 50ALE 3 SCREEN WINDOW FRAME 5TONP \/t=Nt=t=R BEYOND CONT. SEALANT AND BACKER ROD CAST STONE WINDOW SILL, 51ZE PER ELEVATION SELF ADHESIVE KATERPROOFIN6 MEMBRANE PLYWOOD - illq� E Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 0 Copyright Gwathmey/Proff/Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, IS s the I property of Gwathm-y/Pratt Schultz Architects, P.C. and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M Gwothmey Jr., Henry R. Pratt, or Sidney Schultz. 50 March :200'T Revised 5et 50 OCT :200a RE-155UED Sheet Number 12 RE14A V j � 2� I #I� 2 i i SCREEN WINDOW E NINt)OVi FRAME � I W INDOW FRAME STONE I VENEER BEYOND CONT. SEALANT PLYWOOD PLYWOOD SLOPED CAST STONE AND BACKER ROD CONT.5EALANT WINDOW SILL ---------- AND BACKER RO fl 2 WOO 5 I LL, TYP WOOD SILL, TYP 2 ---------- %t 2" x (o" CEVA 77= SILL TRIM N1 WOOD CHAMFERED EDG AT TOP TRIM, TYP Y400D TRIM, TYP SELF ADHESIVE TON VENEER T. 2 6 2 DRYWALL 5t=LF ADHESIVE INSUL.' - DRYWALL WATERPROOFING VAPOR BARRIER AATERFROOFIN6 VAPOR BARRIER MEMBRANE MEMBRANE PLYWOOD WALL FRAMIN(5 PLYWOOD 'IV WALL FRAMING N�09 SIL1.... 5 IR S1 Lx. MEOTAL 5 jIloN 0ALE SCALE 5 WINDOW .. . I A WAL FRAMING DRYWALL VAPOR BARRIER OD Yoop TRIM, TYP PER INTERIOR DETAILS SCREEN �i WINDOW FRAME WALL FRAMING DRYWALL VAPOR BARRIER WOOD TRIM, TYP PER INTERIOR DETAILS 5/4 NOM NOOr,> JAMB EXTENSION PER TYPICAL 5CREEN WINDOW FRAME SILL BELOW 50ALE 3 SCREEN WINDOW FRAME 5TONP \/t=Nt=t=R BEYOND CONT. SEALANT AND BACKER ROD CAST STONE WINDOW SILL, 51ZE PER ELEVATION SELF ADHESIVE KATERPROOFIN6 MEMBRANE PLYWOOD - illq� E Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 0 Copyright Gwathmey/Proff/Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, IS s the I property of Gwathm-y/Pratt Schultz Architects, P.C. and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M Gwothmey Jr., Henry R. Pratt, or Sidney Schultz. 50 March :200'T Revised 5et 50 OCT :200a RE-155UED Sheet Number 12 RE14A 2 �I � 2� I #I� 2 i WINDOW .. . I A WAL FRAMING DRYWALL VAPOR BARRIER OD Yoop TRIM, TYP PER INTERIOR DETAILS SCREEN �i WINDOW FRAME WALL FRAMING DRYWALL VAPOR BARRIER WOOD TRIM, TYP PER INTERIOR DETAILS 5/4 NOM NOOr,> JAMB EXTENSION PER TYPICAL 5CREEN WINDOW FRAME SILL BELOW 50ALE 3 SCREEN WINDOW FRAME 5TONP \/t=Nt=t=R BEYOND CONT. SEALANT AND BACKER ROD CAST STONE WINDOW SILL, 51ZE PER ELEVATION SELF ADHESIVE KATERPROOFIN6 MEMBRANE PLYWOOD - illq� E Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 0 Copyright Gwathmey/Proff/Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, IS s the I property of Gwathm-y/Pratt Schultz Architects, P.C. and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M Gwothmey Jr., Henry R. Pratt, or Sidney Schultz. 50 March :200'T Revised 5et 50 OCT :200a RE-155UED Sheet Number 12 RE14A 12" STRIP SELF ADHESIVE WATERPROOF MEMBRANE, TYP 4 "x4 "x5/1(0" STONE STEEL ANGLE STONE SEE STRUCTURAL CONT COPPER DRIP FLASHING. COUNTER- FLASH wJ 6" WIDE STRIP OF SELF - ADHESIVE WP MEMBRANE, OUT INTO BLDG PAPER. D CAST STONE HEADER SIZE PER ELEVATION DRIP --'` CONT. SEALANT AND BACKER ROD 2 b PLYWOOD JII 2 2 WALL FRAMING __. DRYWALL VAPOR BARRIER .2 � 211 WOOD TRIM, TYP PER INTERIOR DETAIL5 -- -INSULATION j ALL GAPS, TYP E I DOOR FRAME NTE 10R N CONT. 5EAL ANT AN D BACKER ROD F OAST S ILL STONE VENEER WOOD SHUTTER FINAL DESIGN TO BE APPROV BY OWNER EPDXY GROUT LAG BOL INTO STONE VENEER AT NLL FRAMING ZYWALL 'OD TRIM, P PER 'ERIOR DETAILS SHUTTER HINC PANTINA TO t OTHER METAL DRYWALL VAPOR BARRIER WALL FRAMING WINDOW STONE VENEER PER TYP PLYWOOD — -- STONE VENEER ON FULL COVERAGE WP MEMBRANE AS SPECIFIED IN PROJECT MANUAL 12" STRIP 5ELF ADHESIVE WATERPROOF MEMBRANE, TYP WALL FRAMING DRYWALL VAPOR BARRIER WOOD TRIM, TYP PER INTERIOR DETAILS 5/4 NOM WOOD JAMB EXTENSION PER TYPICAL I NTERIOR SILL BELOW ow VA 50ALE 5" =1'-O COPPER CLAD WOOD DOOR w/ CONT INTEGRAL HEAD FLASHING J NAILING FLANGE BY WINDOW MANUFACTURER CONT COPPER FLASHING LAP OVER WP MEMBRANE, BEND LEG OVER SLAB AS REO'D TREATED SILL SHIST PAYERS IN MUDSET 12" TREATED f2" PLYWD -- i" (^� WP MEMBRANE OVER (0" MIN OF PLYWD NAILER OR SIM, DOWN FACE OF WALL " •' ° :: ° a : "° `�" ° �- -> Q: TO LAP OVER FOUNDATION WATERPROOFING b" MIN -- I I INTERIOR I FLOOR FINISH PER 1 AS SCHEDULED i HEAT TUBING E -- TOPPIN(5 SLAB ® -..._� —,mss ° a: 4 a "r a .. a a . • . • • a !. SCALE 5 =1' -O T4G PLYWD DECKING PER STRUGT FLOOR FRAMING PER STRUGT 5 /6" TYPE X GYP BD HEADER RE: STRUCTURE SLIDING POCKET DOOR TRACK BLOCKING AS REG2'D TRIM PER TYP I" FINISH WOOD HEAD TRIM STAIN, TYP POCKET DOOR POGiG=`T 5)COR" HEAD 50ALE 3 " =1' -O 2" x 4" ON SIDES 5PA0ED 0 120.0. TYPE X GYP BD TRIM PER TYP 1" FINISH WOOD JAMB EXTENTION STAIN, TYP SLIDING POCKET DOOR TRACK ABOVE POCKET DOOR 50ALE 5 =1' -O GREEN 'DOW FRAME LL BELOW s Wall TYPE X GYP BD HEADER RE: 5TRUCTURE BLOCKING AS REO'D TRIM PER TYP I" FINISH WOOD HEAD TRIM STAIN, TYP DOOR o 5 /6" TYPE X GYP BD TRIM PER I I" FINISH WOOD JAMB TRIM STAIN, TYP Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tei, (970) 476 -1147 Fax; (970) 476 -1612 0 Copyright Gwathmey /Pratt/Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. • • • I► Do I ,i >N► Sheet 'Number Gwathmey Pratt Schultz Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 44-4 OS I 110. SCALE: V2" =1'-O" STA I 1 1 M M L F-"" L A N SCALE 1/2" =P—O" 11 i f ------------ T ( r r � / 4 1 -2 11 4 4 tit it 77 fit I N r . Q) ELEVATOR \ J \\\ DOM 1 4 1 -0 11 5 1-- V / 2 11 40 x 54" I A2 it 0 n C' 11 �1 III 'P II I \ UPPER HALL W W F Top I MAX =�. EL 8271 T.O. DECKIN& �5 316 304 1��Ml 11711 SCALE: !/2" =1'-O" 4 1 -0 11 502 ♦ W 0 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz, Sheet Number Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 (2) 1 5/4" X 11 1/5" LVL RIPPED TO ALLOW REGUIF',EV HEAD ROOM 1 5/4" X 11 7/5" LVL STRINGERS UP TO MAIN LEVEL LOWER LEVEL TO MAIN LEVEL SCALE: !/:2" =11-011 2XI0 JOI5T5 14" X cl 1/4" LVJ /4" X 11 7/6' L\v NT STRINGER /4" X II 7 /a" L\v P x 11 7/5 STR IFFER LEVEL 14" X 11 7/5" L\v ;ZIN6ER5 ) 1 5/4" X 11 '7/e USH WITH FACE .4 HALL SCALE: V2" =1'-O" MAIN LEVEL T U P PE R LE SCALE: V2" =1'-O" i 5/4" X 11 7 /5" LVL 5/4" X 11 7/5" LVL 3ENTSMN&E 5/4" X cl 1/4" LVL JOIST 2 x 10 JOISTS 5/4" X 1 1/4" LVL JOIST 5/4" X 11 7/5" LVL SENT STRINGER 5/4" X 11 7/5" LVL 1 5/4 x 11 1 7/& 1 STRINGERS 0 Copyright (-Walhme�I P Plott/Schultz Arch , togs All Rights Reserved This document, and the ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwothmey/Prott Schultz Architects, P.C. and Is not to be used, in whole or in port, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. Sheet Number VAR I t=C; r'" -All I Gwathmey Pratt Schultz Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fox: (970) 476-1612 I :2X5 J015T5 (D Copyright Gworthmey/Prott/Schultz Architects, P.C. Ali Rights Reserved This document, and the ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of Gwathmey/Prott Schultz Architects, P.C. and Is not to be used in whole or in part, for any other used, without the written authorization of Edward M1. Gwathmey Jr.. Henry R. Pratt, or Sidney Schultz. ;V FLOOR ON 3/4" T46 FLYND XIN& � JOI5T5 AT 16" O.G. :ONORETE=5t Shoot Number 50ALE �" =1'-O" SCALE: !/2 =1 STAIfZ SECTION SCALE V2" =1'-O" Gwathmey Pratt Schultz Architects, p.a 1000 S. Frontage Rd. West Vail, Colorado 81657 Tel: (970) 476-1147 Fax: (970) 476-1612 F 11� , O r o 50ALt-'=: 1" = P-0" FACTORY A5EM5LEV BLOCKING AS REOV FOR SUPPORT PER MANUR ALUM EREAKMETAL FLASHING, FINAL PROFILE TO BE APPROVED BY ARCHITECT "TYPICAL ROOF CONSTRUCTION COPPER FLA5141N6 r ROOFING OVER DRAINAGE BOARD CONTINOU5 >1 COPPER FLASHIN& ! DRAINAGE BOARD OVER WATERPROOF MEMBRANE. N.P. MEMBRANE TO EXTEND UP WALL MIN. 2'-0" A.F.F. SLOPED ROOF IN5UL PER ROOF PLAN IN 'TROUGH' TO DRAIN TO ROOF EDGE 'TED GUTTER ROOF RAFTERS PER STRUCTURAL DOME ATTACHMENT DETAIL PER DOME MANUR FIBER6LA55 PANELING ON INTERIOR OF 5TUD WALL PER5pro CURVED WOOD STUD WALL PER STRUCT, VERIFY FINAL HEIGHT AND DIAMETER WITH DOME MANUI=. - rYF STONE VENEER CURB DETAIL, STONE VENEER OPTIONAL AT REAP, OF DOME PER ARCHITECT 055FRVATORY FINISHES PER SCHEDULE I ♦ iil Al — l mim — AMEN &VA110 0 SCALE: I" = P-0" 0 Copyright Gwathmey /Pratt /Schultz Architects, P.C. All Rights Reserved This document, and the Ideas and designs Incorporated heroin, as an Instrument of professional service, Is the property of Gwathmey /Pratt Schultz Architects, P.C. and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, or Sidney Schultz. • March 2001 Revised 50t ♦ OCT 2005 RE-155u;=D Sheet Dumber DESIGN CR-ITERIA: Moslak Residence, Lot. 12 Vail Valley, Vail, CQ Job #0512-05 Roof Live Load (Snow) ______-------------------------8O �f Roof Dead Lood` __-________------------------------15puf Floor Live 40 oaf veLood ------------------------------------ . Floor Dead Load _______----------------------------25 psf Deck Live Load _____-__________--------------------1O0 Pof Deck Dead Load ____-_____-------------------------O5paf Wind (3 Gust) ___________---------------------QOmph /Exp. 8\ ` ' Seismic Design Category ------------------------------- EXEMPT \BC/\RCEdition ____-________-----------------------2O0J FOUNDATION -DESIGN o. Design of individual and continuous footings is based on o rnoxhnunn oUnwob|e bearing pressure of 1500 oaf /deod load plus full live load). b. Foundation and retaining ' ' ' *oUa have been designed d u 'n o lateral pressure of 50 pn[ C. Footings shall be placed on the natural undisturbed soil, or compacted a�ruo�uro/ fill th e recommendations of the geohaohnioo| eng\neer, bo|m* front depth. d. This foundation has been designed according to the design recommendations set forth in geoteohnioo| report #015 0738 by Hepworth-Pow|ok Ceotoohnioo|. Inc. The contractor aho|| d\uw the construction requirements from this some report. o. Provide continuous foundation drains around the perimeter of all basement wo|ia and at the boaa of retaining wo||a. Contact gaoteohnioo| engineer for details. f. Provide crawl space ventilation per |BC/1RC requirements. g. A representative of the geotechnical engineer mho|| verify soi|m conditions and types during oxnnvotimn. Report any discrepancies from original design oaaurnptiunu to structural engineer for re-mwo(uot|nn of foundation design. h. Bookfi|{ around and above structural buttresses and retaining walls uho|| be compaction- tested per the roonrnrnondotinna of the gootoohnloo| engineer. i Do not bookfi|| against retaining walls until supporting o|arnenta are in place and securely anchored, or adequate shoring in installed. Concurrent bonkfi\||ng of each a(do of n retaining *o|| to final 'grades oa�indicoted on plan or section is required unless temporary shoring is installed. j. Verify type of fill with soils engineer and structural engineer prior to bockfiUing. REINFORCED CONCREIE. o. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" /AC1 318\ as adopted by Chapter 19 of the 2003 IBC. b. Structural concrete eho|| have o rninirnurn 28-day compressive strength of 3000 poi C. Concrete ahn|\ be proportioned using Type 1-11 sulfate- resistant cernent. Admixtures containing chloride ao|ta oho|| not be used. d. Cold weather concreting procedures aho|\ be provided as recommended in the AC| kJonuoi of Concrete Practice. e. Anchor bolts for bmonn and column bearing plates mho|| be placed with setting templates. f. Expansion bolts oho(| be located at o nnin|rnunn of 8 bolt diornotora from concrete edge and opoond at 10 bolt diameters un|non noted otherwise. g. Anchor bolts for wood mU| plates shall be placed at 4'-0" nooxirnunn spacing with one anchor bolt at 12" from each end or corner and o rn/n|rmurn of two anchor bolts per piece. h' Concrete floor dobo on grade and on rneto| decking or plywood supported by framing aho|| have sawn or tooled control joints at o maximum spacing of 15 in each direction. Locate control joints along column grid lines where possible and provide stab isolation joints around columns. i. Concrete coverage for reinforcing steel: 1. Concrete cost against and permanently exposed to earth = 3" 2. Concrete exposed to earth or weather: #5 bar and annoi|er = 1 1/2 #G through #18 bar = 2" 3. Concrete not exposed to weather or in contact with ground: S|obs, wo\|s joists = 3/4" Beams, columns = 1 1/2" REINFORCING STEEL: o. Doto||(ng, fabrication and placement of reinforcing steel oho\l be in accordance with the AC| Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing born shall conform to ASTN Specification A615 and ahoU be grade OO except t(oa, field bent bars where permitted by note on plan, or bars to be welded, which aho|| be grade 40. C. At op|ioaa, lop bars 44 diameters. Do not weld or use rneohon|co| splicing devices un\oam specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2)-#5 bars extending 2`-8" beyond edge of opening or atop. e. Extend reinforcing steel o /i.irnurn of 2'-0" through cold jointm. Unless specifically located on plan or details, coordinate cold joint locations with engineer. f. Welded wire fabric shall conform to ASTM Specification A-185. Lop welded wire fabric o minimum of one full mesh plus two inches. Lope nho|| be wired together. g. Metric bar size conversion table: hUE[RIC� O 1� 1O 9 22 25 Q 32 JO .' . . ' 1 STRUCTURAL WOOD FRAMING: o. Except *here noted otherwise, all 2" nominal lumber, except studs, shall ba Douglas Fir-Loro #2 and better, and all acJ|d timber boorna and posts 3" nominal and wider ohoU be Douglas Fir-Larch #2. b. Studs ohoU be Stud grade and better Douglas Fir-Larch or Harn Fir. C. Built-up posts shall consist of Douglas Fir-Larch or Henn Fir #2 or better 2x4 or 2x6 studs per plan and ahoU be nailed together with 2 rows of 18d nails @ 8" on center along each stud. d. Built-up beorna consisting of multiple 2x rnonnbera ohoU be nailed together with two rows of 16d noUa spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at 24" on oenter. e. Top and bottom cJotoo ohoO be Douglas Fir-Larch or Hem Fir #2 and better. P|oton p|ouod directly on concrete walls or a|obm nhmU be pressure- treated Hem Fir #2. f. Wood boonns bearing in bnorn pockets in concrete or rnoaunry *ml\a eho\| bear on o treated 2x6 bearing block. Provide X" clearance around end of wood beam. Block against sides of beam pocket with treated 2x blocking to provide |otoro} support for boon`. g. Within floor joist spaces beneath solid or built-up columns noted on plans, blocking of area equivalent to column above shall be provided. Door or window trimmers consisting of o single stud do not require opooio) blocking in the joist space. ° h. Except as noted othmrwiso, minimum nailing mho|| be provided as specified �n the NoUlm� Schedule" on the drawings (2003 |8C Table 2304.9.1). i. Bolts used for wood frornin' ' connections shall be installed with standard washers and nuts. l Unless noted otherw|ae, nt*| connectors such as those manufactured by the Simpson Company �ho1| be un*� to join rafters, joists or boonns to other beams at flush-framed '�' - conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize typo Un type HU hangers of o size specifically designed for the rnornber supported, as ahuxm in the manufacturer's published tables. Contact structural engineer for details as required. k. Wood nailer {lot*a \uotcK\od on steel beams or concrete walls for top-flange top-flange hangers mho\\ be ripped to match the width of the wall or beam flange. Nailer plates supporting top flange hangers from one aide only shall ith the face of wo|| or beam flange at the hanger locations. | Manufactured joists nhoi} be from mho|| be equivalent in (uod carrying capacity on deflection t mu�u ' it d d U ti in the depths and spacings plan. k`diooted on on. Provide b(ooking, a and other oucooaork+a as required by the manufacturer. m. Laminated veneer lumber (LVL\ aho|\ hove th��f�U�p��� rn�nirnurn properties: ^ ' 1. Flexural atroan ------------------------------------ 2600 psi 2. Modulus of elasticity _____________---------------- 1 psi 3. Tension poro||o| to grain ________---------------------- 1850 psi 4� Compression poro!|e| to groin _____---------------------- 2310 psi 5. Compression perpendicular to grain (parallel to glue line) ------------ 750 psi � G. Horizontal shear ----------------------------------- 285 psi 7. Connection of multiple-member baonno: A. Top-loaded beorno i> For members 72 deep or lmso, nail each member to the next with 2 rows of 16d noUo at 12" o.o. ii\ For members greater than 12" deep, nail each member to the next with 3 rows of 16d ooiio at 12 n.u. B. Side-loaded beorne i\ For two or three rnornber beams, ncd\ each member to the next with 3 rows of 16d nails at 12" o.u. , ii) For four member beams, bolt through with 2 rows of 1/2 diameter bolts at 12" o.o. iii) For rnernbmra consisting of more than four nnornboro, contact structural engineer. n. All lumber used in construction shall have o maximum moisture content of 19%. o. Framing Notes: 1. Exterior *oUm: ' A. All exterior walls one 2x6 � studs @1S" o.u. to o maximum h�� of 1-6 , 2x6 studs @12" o.c to o rnoxknurn height of 14`-8", and /2>-2x6 studs @ 16" to o nooxinorn height of 17 unless otherwise noted. VVoUy toi|or than 17'-4" ahoU be framed with manufactured poro)|onn studs, contact engineer for spacing requirernentm, if not indicated on pion. Cop with o double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not pnnsib|e, strop top plates with rneto| strap ties (Simpson ST292 or oquivo|mot\. B. Gable-end ' walls mho|| he balloon-framed to the bottom of rafters or end-wall trusses unless approved by engineer. C. Floor or roof framing nnernb*ra must be aligned to bear within 5 /nohom of the studs beneath. D. D Provide / thick APA rated sheathing (plywood � or rated 24116. exposure 1, at exterior` hzoe of exterior woi}m. Block a horizontal joints and nail pon*|a with 8d nails spaced at S along panel edges and at 12 along intermediate supports. E. Provide (3)-2x1U headers over all door and window open|ngo, with one 2x6 trimmer and one 2x6 king stud each ond, unless otherwise indicated. F. At beam bearing locations in stud *ol|o, provide multiple-stud posts equal to width of bearing rn*rnber un!*aa noted otherwise. 2. Interior Load Bearing Walls: , A. Interior load bearing walls are 2x4 or 2x6 studs /oy indicated on plan) @ \G o.o. with 1/2" gypsum wallboard both a|doa unless noted otherwise. Cop with o double top ok�o installed to provide overlapping at corners and at intersections with other pa rti t ions. If overlap is not possible, strap top plates with rneto/ strop hoo (Simpson enn ST292 or equivalent). B. Floor or roof framing nnonnberu must be aligned to bear within 5 inches of the studs beneath. C. Provide /2\-2x1O headers over all openings in wall, with one 2x4 or 2x6 trimmer and ono' 2x4 or 2x0 king stud each end un|oaa noted otherwise. ' D. At boorn bearing locations in stud walls, provide multiple-stud posts equal to width of bearing rnonnber unless noted otherwise. 3. Floor Construction: A. Provide 3/4" thick APA rated Stundifloor rated at 24 , o.o., tongue and groove, exposure 1. Glue and nail panels to all supports with Sd no||o spaced at R" along pone/ edges and at |2" along intermediate supports. Install sheathing with long dimension per ' ' perpendicular to 'o|otn and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking material ahoU match the floor joist material. 4. Roof Construction: A. Provide 5 ' thick APA plywood sheathing rated 40/20, exposure 1. Install sheathing with long dimension perpendicular to rafters or trusses and end joints staggered. Nail with 8d nails spaced at 5" along panel edges and at 12^ along intermediate sup rts B. Plywood sheathing shall be applied continuously over the primary roof nnernborn / or truaa.e\ below nwyrh onaoo to provide adequate lateral otabDity. C. P rovide windlseismic anchors at supports for all roof joists and b000ed rafters. See nailing schedule. Q. Provide solid blocking between roof roftena, trusses and lookouts at all bearing locations. Blocking rnotorio\ ahoU match rafter, truss chord, or lookout nnotor|oi 5. Wind Bracing: A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and are indicated as shear woUa on cJon have been designed to roeAot wind forces in accordance with Table 2306.4.5 of the 2003 !8C. B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom p|ot*o with '' �8 x 1 " drywall oorowo at 7 " maximum maximum opooinspacing. C. Exterior plywood or OSB wo|} sheathing is required un|*an specifically deleted by engineer. STRUCTURAL- -STEEL. o. Structural steel shall be dotoUod, fabricated and erected in accordance with the most current editions of A|3C Specifications and Code of Standard Practice. b. Structural steel vV shapes aho|| be ASTW A092. Other rolled shapes, including p|otaa and on000 nhoU be A3TN A36. Tuba shapes mhoU be ASTN A500 grade B. Pipes ahoO be ASTW A53 grade B or ASTW A501. C. Tube ohopna are actual m|zn as specified on plan. Pipe sizes indicated on plan are nominal (approximate inside dinno*tor\ and refer to AI3C pipe schedule dimensions. . nn d. `bolts used in steel framing ahoU conform to ASTW Specification A325. Anchor bolts and bolts used in timber connections may be ASTN A307. Bolt sizes shall be 314" diameter uniona noted otherwise. o. Typical framed boorn connections shall consist of pairs of 1 angles using the nloxinounn number of bolts oo1|od for in Table |i-A of the A|SC Manual /ASD Ninth Edition). f. Expansion bolts ohoU be wedge type "Hi|t|" or "Rawl" or '`Sinnpaon", or approved equivalent with the following rn|nirnunn ernbedrnento: 1/2" diameter ---- 2 1/2" 5/8" diameter ---- J° 3/4" diameter --- - 4" , , "Rawl" "Simpson" g. Epoxy anchors oo||ed for on the drawings shall be E000n or or Sirnpoon or approved equivalent anchor systems. Minimum arnbedrnents^ if not specifically indicated on the drawings, ahnU be according to the manufacturer's specifications. h. All welding aho!( be done by on AVS qualified welder. L Do|oy p | ti within 3`' of field welds until welds are completed. '. Wh corrosive� soil conditions exist, atoai angles that one used to support exterior stone veneer shall be galvanized and uhoU be attached to the foundation with galvanized or oto(n(eno steel expansion anchors. k. All grout beneath on|urnn b000 plates and steel beorna at bearing shall be non-shrink, non- metallic type grout. Grout ahoU have o nninirnurn compressive strength of 2500 poi. VENEER a. Anchored stone or brick veneer and its attachments xho|} conform to IBC Section 1405.6 with a wire tie to the structural backing for every 2 square feet of voneer. b. Un|nmn noted otherwise, provide loose lintels over openings as fo||nws, one angle for each 4" of wo\{ thickness, long leg vertical, to bear 4~ rnin|rnuno each end: Openings to4'-0', ----------------- 31/2 x 31/2" x1/4 Openings 4`-1" to O'-U" - - - - - - - - - - - - - 4, x31 ° x1 " , Openings 6'-l" to8'-O" - - - - - - - - - - - - - 5 ~ x 31 , x1/4 Openings 8'-l" to1O'-O° ----------- S" x3 1/2 x5/1S" (Multiple angles shall be oriented back-to-back.) C. Stone or brick veneer shoU be supported on dry-stock CMU units to the foundation, or provide steel angle support per dotoUa on the drawings. GENERAL REQUIREMENTS:. o. Structural erection and bracing: The structural drawings illustrate the completed structure with all e|*nouots in their final positions, properly supported and braced. The oontroutor, in the proper mequonce, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation /not in contract) as required. b. Shop drawings: - ' Submit shop and erection drawings for structural steel, miscellaneous otea\ steel joi and girders, steel deok, masonry reinforcing steel, *und trusses, manufactured wood ' te and glue-lam beams to engineer for review prior to fabrication. This review is for ' geno | compliance with the intent of the structural design. The architect and/or contractor are responsible for checking quontities, dimensions and coordination with other trades. C. Dimensions: Check o|| dimensions against architectural drawings prior to construction. Do not 000|* drawings. d. Construction practices: General contractor is responsible for means, methods, toohniquma, sequences and procedures for construction of this project. Notifv structural engineer of nrniaeiona or omnUioto between the working drawings and existing conditions. Coordinate requirements for rnoohonioo]/e|eotr|co) /plumbing penetrations through structural elements with structural engineer. Jobaita'oafety is the aoi* responsibility of the contractor. All methods used for construction aho)) be in accordance with the /otoat editions of the )BC/)RC. e' Details not specifically shown on the drawings shall be constructed in n manner similar to the details that are shown for like conditions. These items yho|| be brought to the attention of the structural engineer as moon as possible for approval. Approval mho|| be obtained prior to installation. [ It is the ' n ibU|ty of the contractor to contact the structural engineer at the appropriate time to perform site observations visits. Observation visits to the ]obsite by the engineer ore for determination of general conformance with the construction documents and shall not be construed as inspection. g. Though every effort is mode to provide o complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the controotor, architect and engineer to provide the beat possible structure. These drawings have been prepared for the use of o qualified contractor experienced in the construction techniques and systems depicted. A.B. 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENINGO m LOCATION 1. Joist to sill or girder 3 - 8d common toenail 3 - 3" 14 gage staple 2. Bridging to joist 2 - 8d common toenail each end 2 - 3" 14 gage staple 3. 1" x 6" subfloor or less to each joist 2 - 8d common face nail 4. Wider than 1 x 6" subfloor to each joist 3 - 8d common face nail 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail 3" 14 gage staple at 12" oc. Sole plate to joist or blocking at braced 3 - 16d per 16" braced wall panels 7. Top plate to stud 2 - 16d common end nail 3 - 3" 14 gage staple 8. Stud to sole plate 4 - 8d common toenail 3 - 3" 14 gage staple 2 - 16d common end nail 3 - 3" 14 gage staple 9. Double Studs 16d at 24" o.c. face nail 10. Double top plates 16d at 16" o.c. typical face nail 3"14 gage staple at 12" o.c. Double top plates 8 16d common lop splice 12 3" 14 gage staple typical face nail 11. Blocking between joist or rafters 3 - 8d common toenail Lf 3 - 3" 14 gage staple 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail 13. Top plates, lops and intersections 2 - 16d common face nail 3 - 3" 14 gage staple 14. Continuous header, two pieces 16d common 16" o.c. along edge 15. Ceiling joists to plate 3 - 8d common toenail 5 - 3" 14 gage staple 16. Continuous header to stud 4 - 8d common toenail 17. Ceiling joists, lops over portions 3 - 16d common minimum, Table 2308.10.4.1 face nail (See Section 2308.10.4.1, Table 230a.10.4.1) 4 - 3' 14 gage staple 3 - 16d common minimum, Table 2308.10.4.1 face nail 18. Ceiling joists to parallel rafters 4 - 3" x 0.131" nail (See Section 2306.10.4.1, Table 2308.10.4.1) 4 - 3" 14 gage staple 3 - 8d common toenail (See Section 2308.10.1, Table 2308.10.1) 3 - 3" 14 gage staple 2 - 8d common face nail 20. 1" diagonal brace to each stud and plate 2 - 3" x 0.131" nail 2 - 3" 14 gage staple 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nail 22. Wider than 1" x 8" sheathing to 3 - 8d common face nail each bearing wall 23. Built-up corner studs 16d common 24" o.c. 24. Built-up girder and beams 20d common at 32" o.c. face nail at top and 3" x 0.131" nail at 24" o.c. bottom staggered on 3" 14 gage staple at 24" o.c. opposite sides 2 - 20d common face nail at ends and at 3 - 3" 14 gage staple 25. 2" planks 16d common at each bearing 26. Collor tie to rafter 3 - 10d common face nail 4 3" 14 gage staple face nail 27. Jack rafter to hip 3 - 10d common toenail 4 - 3" 14 gage staple 2 - 16d common face nail 3 - 3" 14 gage staple 28. Roof rafter to 2-by ridge beam 2 - 16d common toenail 3 - 3" 14 gage staple 2 - 16d common face nail 3 - 3" 14 gage staple 29. Joist to bond joist 3 - 16d common face nail 5 - 3" 14 gage staple 30. Ledger strip 3 - 16d common face nail 4 - 3" 14 gage staple 31. Wood structurof ponefs and partfcfeboordt 1/2" and less 8d" (per KRM) Subfloor, roof and wall sheathing 2 3/8" x 0.131" nail' (to framing): 1 3J4" x 16 goge 2" 16 gageP Single Floor (combination subfloor- 3�4" and less 8d" (per KRM)q 32. Panel siding (to framing) 1/2" or less 6d 33. Fiberboard sheathing: 1/2" No. 11 gage roofing nall 6d common nail No. 16 gage staple 25/32 No. 11 gage roofing noil 8d common nail * No. 16 gage staple' 34. Interior poneling 1/4 4dJ ANCHOR BOLT JST JOIST A.F.F. ABOVE FINISHED FLOOR LAW. LAMINATED A.F.C. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL ADJ. ADJUSTABLE LDNQT LONGITUDINAL ANCH. ANCHOR LTNT. LIGHTWEIGHT APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL BD. BOARD MAX. MAXIMUM BLDG. BUILDING MECH. MECHANICAL BLKG. BLOCKING WAT MATERIAL BM, BEAM WANUE MANUFACTURER BOT. BOTTOM MIN, k4fN|WUW B.O.W. BOTTOM OF WALL /N\ NEW BRG. BEARING NOM. NOMINAL CANT. CANTILEVER O.C. ON CENTER C.J. CONTROL JOINT 0PNG. OPENING CMU CONCRETE MASONRY UNIT DS8 ORIENTED STRAND BOARD CEkJ. CEMENT R PLATE CLQ. CEILING PLYM0. PLYWOOD CENTERLINE R.O. ROUGH OPENING �R. CLEARANCE RAID. RADIUS COL. COLUMN REF. REFERENCE CONC. CONCRETE RBNF. REINFORCE/REINFORCEMENT CONN. CONNECTION RE(}'D REQUIRED CONT. CONTINUOUS RET, RETAINING C0NST. CONSTRUCTION REV. REVISION C.P. CRIPPLE POST R.S. ROUGH SAWN DBL. DOUBLE SCHED. SCHEDULE DET. DETAIL SECT. SECTION DiAG. DIAGONAL 3HT. SHEET DVYL DOWEL 3|Wi. SIMILAR DWG. DRAWING S.I.P. STRUCTURAL INSULATED PANEL EA. EACH SPEC. SPECIFICATION E.J. EXPANSION JOINT SQ, SQUARE ELEV. ELEVATION STD. STANDARD ENG. ENGINEER 3TL. STEEL EQUIP. EQUIPMENT STRUCT. STRUCTURAL E0J\V, EQUIVALENT T TRIMMER E%STG. EXISTING T&B TOP 8u BOTTOM /E\ EXISTING T8�g TONGUE 8t GROOVE `-'. EXPANSION T.O.C. TOP OF CONCRETE - T.O.F. EXT. EXTERIOR TOP OF FOOTING F.D. FLOOR DRAIN T.().L. TOP OF LEDGE FDTN. FOUNDATION T.D.kJ. TOP OF MASONRY FLR. FLOOR T.O. TOP OF FRMG. FRAMING T.O.W. TOP OF WALL FTC. F001lNG THRU THROUGH GA. GAUGE TRANS\( TRANSVERSE GAL\( GALVANIZED TS TUBE STEEL COLUMN GEN. GENERAL TYP. TYPICAL G.L. GLUE-LAM U.N.O. UNLESS NOTED OTHERWISE GYP, GYPSUM/GYPCRETE VERT VERTICAL ' V.I.F. VERIFY IN HELD HDR. HEADER . . HORIZ. HORIZONTAL W.F. WIDE FLANGE HT' HEIGHT W.P. WATERPROOF INT. INTERIOR W.W.F. WELDED WIRE FABRIC |N\( INVERTED YYU. WOOD K KING STUD YY WITH W/0 WITHOUT CONNECTION SCHEDULE SIMPSON H5 OR LSSU135 FOR I JOIST OPT. SEE DETAIL 12/S6 SIMPSON B7.12/11.88 SEE DETAIL 3/S1 SEE DETAIL 2/Sl �D SEE DETAIL 6/S7 '2x 2 HIP MS " ` " NOTES TO TABLE 2304.91 F�ar Sh I inch =�4mm. 2318"x0.n3"nails ond 3"x0.v31^nails ore standard 8d and 10d Gun nails. o C�m�m�mn�xmnpmmit���umda���������. ' 12 inches t intermediate supports t � inches pi w+ where moi|a mpoow� at � inches on center �� n��aa. �� o vrnn °"pp �^""p supports *ho ' spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear wo||o, refer to SocUvm 2305. NoUo for wall sheathing ore permitted to be oomnnon, box or cooing. c. Common or deformed shank. d. Common o. Deformed shank. t Corrosion -resistant siding or casing nail. g Fasteners npoo�u � inches on �*n�� at exterior edges and � inches on center at intermediate supports. � 1 1/� inch length �v 1/2-inch �o nth� d h. Co �o /om t nn lm with 7/16 -inch o/vme,or nnop and ^." =^. sheathing -. 1 3/4 inch length for 25/32 sheathing. i Corrosion- resistant mt s�o�m w,�n nominal //m-on crown o"v 1 ^. ..^ .e" .". ./^-..~. ~....and ~. .. . .'- --h ' length for 25132-inch sheathing. Pone) supports at 16 inches (20 inches it strength axis is the )Ong direction Of the panel. vnieae vther"ioo marked). i Casing or finish noKa mp000d O inches no n000| edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finish nails oyp,ed O inches on p000) edges, 12 inches at intermediate supports. i For roof sheathing opplioot|nnu. Od nails are the minimum required for wood structural panels m. Staples oho1| have o minimum crown width of 7 vn' no on center o� edges, � inches at intermediate supports. n For roof sheathing applications, ' fasteners a mon . o' Fasteners op000d 4 inches on center at inches at intermediate supports for oub0ocn and *dl sheathing and J inches on center at edges, O |nohoa at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted on "per KRm^ have been changed from the IBC nohodu|o to o more restrictive requiroment PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN o^.x~�/x~m'_x" w/ ,^./�^" " 3/4 THRU BOLTS c'C4LE- 3/4" ~ ' STEEL THRU-BOLTS OR WELD TO EA. BEAM STEEL BEAMS PER PLAN NAM w ANCHOR BOLT JST JOIST A.F.F. ABOVE FINISHED FLOOR LAW. LAMINATED A.F.C. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL ADJ. ADJUSTABLE LDNQT LONGITUDINAL ANCH. ANCHOR LTNT. LIGHTWEIGHT APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL BD. BOARD MAX. MAXIMUM BLDG. BUILDING MECH. MECHANICAL BLKG. BLOCKING WAT MATERIAL BM, BEAM WANUE MANUFACTURER BOT. BOTTOM MIN, k4fN|WUW B.O.W. BOTTOM OF WALL /N\ NEW BRG. BEARING NOM. NOMINAL CANT. CANTILEVER O.C. ON CENTER C.J. CONTROL JOINT 0PNG. OPENING CMU CONCRETE MASONRY UNIT DS8 ORIENTED STRAND BOARD CEkJ. CEMENT R PLATE CLQ. CEILING PLYM0. PLYWOOD CENTERLINE R.O. ROUGH OPENING �R. CLEARANCE RAID. RADIUS COL. COLUMN REF. REFERENCE CONC. CONCRETE RBNF. REINFORCE/REINFORCEMENT CONN. CONNECTION RE(}'D REQUIRED CONT. CONTINUOUS RET, RETAINING C0NST. CONSTRUCTION REV. REVISION C.P. CRIPPLE POST R.S. ROUGH SAWN DBL. DOUBLE SCHED. SCHEDULE DET. DETAIL SECT. SECTION DiAG. DIAGONAL 3HT. SHEET DVYL DOWEL 3|Wi. SIMILAR DWG. DRAWING S.I.P. STRUCTURAL INSULATED PANEL EA. EACH SPEC. SPECIFICATION E.J. EXPANSION JOINT SQ, SQUARE ELEV. ELEVATION STD. STANDARD ENG. ENGINEER 3TL. STEEL EQUIP. EQUIPMENT STRUCT. STRUCTURAL E0J\V, EQUIVALENT T TRIMMER E%STG. EXISTING T&B TOP 8u BOTTOM /E\ EXISTING T8�g TONGUE 8t GROOVE `-'. EXPANSION T.O.C. TOP OF CONCRETE - T.O.F. EXT. EXTERIOR TOP OF FOOTING F.D. FLOOR DRAIN T.().L. TOP OF LEDGE FDTN. FOUNDATION T.D.kJ. TOP OF MASONRY FLR. FLOOR T.O. TOP OF FRMG. FRAMING T.O.W. TOP OF WALL FTC. F001lNG THRU THROUGH GA. GAUGE TRANS\( TRANSVERSE GAL\( GALVANIZED TS TUBE STEEL COLUMN GEN. GENERAL TYP. TYPICAL G.L. GLUE-LAM U.N.O. UNLESS NOTED OTHERWISE GYP, GYPSUM/GYPCRETE VERT VERTICAL ' V.I.F. VERIFY IN HELD HDR. HEADER . . HORIZ. HORIZONTAL W.F. WIDE FLANGE HT' HEIGHT W.P. WATERPROOF INT. INTERIOR W.W.F. WELDED WIRE FABRIC |N\( INVERTED YYU. WOOD K KING STUD YY WITH W/0 WITHOUT CONNECTION SCHEDULE SIMPSON H5 OR LSSU135 FOR I JOIST OPT. SEE DETAIL 12/S6 SIMPSON B7.12/11.88 SEE DETAIL 3/S1 SEE DETAIL 2/Sl �D SEE DETAIL 6/S7 '2x 2 HIP MS " ` " NOTES TO TABLE 2304.91 F�ar Sh I inch =�4mm. 2318"x0.n3"nails ond 3"x0.v31^nails ore standard 8d and 10d Gun nails. o C�m�m�mn�xmnpmmit���umda���������. ' 12 inches t intermediate supports t � inches pi w+ where moi|a mpoow� at � inches on center �� n��aa. �� o vrnn °"pp �^""p supports *ho ' spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear wo||o, refer to SocUvm 2305. NoUo for wall sheathing ore permitted to be oomnnon, box or cooing. c. Common or deformed shank. d. Common o. Deformed shank. t Corrosion -resistant siding or casing nail. g Fasteners npoo�u � inches on �*n�� at exterior edges and � inches on center at intermediate supports. � 1 1/� inch length �v 1/2-inch �o nth� d h. Co �o /om t nn lm with 7/16 -inch o/vme,or nnop and ^." =^. sheathing -. 1 3/4 inch length for 25/32 sheathing. i Corrosion- resistant mt s�o�m w,�n nominal //m-on crown o"v 1 ^. ..^ .e" .". ./^-..~. ~....and ~. .. . .'- --h ' length for 25132-inch sheathing. Pone) supports at 16 inches (20 inches it strength axis is the )Ong direction Of the panel. vnieae vther"ioo marked). i Casing or finish noKa mp000d O inches no n000| edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finish nails oyp,ed O inches on p000) edges, 12 inches at intermediate supports. i For roof sheathing opplioot|nnu. Od nails are the minimum required for wood structural panels m. Staples oho1| have o minimum crown width of 7 vn' no on center o� edges, � inches at intermediate supports. n For roof sheathing applications, ' fasteners a mon . o' Fasteners op000d 4 inches on center at inches at intermediate supports for oub0ocn and *dl sheathing and J inches on center at edges, O |nohoa at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted on "per KRm^ have been changed from the IBC nohodu|o to o more restrictive requiroment PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN o^.x~�/x~m'_x" w/ ,^./�^" " 3/4 THRU BOLTS c'C4LE- 3/4" ~ ' STEEL THRU-BOLTS OR WELD TO EA. BEAM STEEL BEAMS PER PLAN NAM w CONNECTION SCHEDULE SIMPSON H5 OR LSSU135 FOR I JOIST OPT. SEE DETAIL 12/S6 SIMPSON B7.12/11.88 SEE DETAIL 3/S1 SEE DETAIL 2/Sl �D SEE DETAIL 6/S7 '2x 2 HIP MS " ` " NOTES TO TABLE 2304.91 F�ar Sh I inch =�4mm. 2318"x0.n3"nails ond 3"x0.v31^nails ore standard 8d and 10d Gun nails. o C�m�m�mn�xmnpmmit���umda���������. ' 12 inches t intermediate supports t � inches pi w+ where moi|a mpoow� at � inches on center �� n��aa. �� o vrnn °"pp �^""p supports *ho ' spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear wo||o, refer to SocUvm 2305. NoUo for wall sheathing ore permitted to be oomnnon, box or cooing. c. Common or deformed shank. d. Common o. Deformed shank. t Corrosion -resistant siding or casing nail. g Fasteners npoo�u � inches on �*n�� at exterior edges and � inches on center at intermediate supports. � 1 1/� inch length �v 1/2-inch �o nth� d h. Co �o /om t nn lm with 7/16 -inch o/vme,or nnop and ^." =^. sheathing -. 1 3/4 inch length for 25/32 sheathing. i Corrosion- resistant mt s�o�m w,�n nominal //m-on crown o"v 1 ^. ..^ .e" .". ./^-..~. ~....and ~. .. . .'- --h ' length for 25132-inch sheathing. Pone) supports at 16 inches (20 inches it strength axis is the )Ong direction Of the panel. vnieae vther"ioo marked). i Casing or finish noKa mp000d O inches no n000| edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finish nails oyp,ed O inches on p000) edges, 12 inches at intermediate supports. i For roof sheathing opplioot|nnu. Od nails are the minimum required for wood structural panels m. Staples oho1| have o minimum crown width of 7 vn' no on center o� edges, � inches at intermediate supports. n For roof sheathing applications, ' fasteners a mon . o' Fasteners op000d 4 inches on center at inches at intermediate supports for oub0ocn and *dl sheathing and J inches on center at edges, O |nohoa at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted on "per KRm^ have been changed from the IBC nohodu|o to o more restrictive requiroment PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN o^.x~�/x~m'_x" w/ ,^./�^" " 3/4 THRU BOLTS c'C4LE- 3/4" ~ ' STEEL THRU-BOLTS OR WELD TO EA. BEAM STEEL BEAMS PER PLAN NAM w '2x 2 HIP MS " ` " NOTES TO TABLE 2304.91 F�ar Sh I inch =�4mm. 2318"x0.n3"nails ond 3"x0.v31^nails ore standard 8d and 10d Gun nails. o C�m�m�mn�xmnpmmit���umda���������. ' 12 inches t intermediate supports t � inches pi w+ where moi|a mpoow� at � inches on center �� n��aa. �� o vrnn °"pp �^""p supports *ho ' spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear wo||o, refer to SocUvm 2305. NoUo for wall sheathing ore permitted to be oomnnon, box or cooing. c. Common or deformed shank. d. Common o. Deformed shank. t Corrosion -resistant siding or casing nail. g Fasteners npoo�u � inches on �*n�� at exterior edges and � inches on center at intermediate supports. � 1 1/� inch length �v 1/2-inch �o nth� d h. Co �o /om t nn lm with 7/16 -inch o/vme,or nnop and ^." =^. sheathing -. 1 3/4 inch length for 25/32 sheathing. i Corrosion- resistant mt s�o�m w,�n nominal //m-on crown o"v 1 ^. ..^ .e" .". ./^-..~. ~....and ~. .. . .'- --h ' length for 25132-inch sheathing. Pone) supports at 16 inches (20 inches it strength axis is the )Ong direction Of the panel. vnieae vther"ioo marked). i Casing or finish noKa mp000d O inches no n000| edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finish nails oyp,ed O inches on p000) edges, 12 inches at intermediate supports. i For roof sheathing opplioot|nnu. Od nails are the minimum required for wood structural panels m. Staples oho1| have o minimum crown width of 7 vn' no on center o� edges, � inches at intermediate supports. n For roof sheathing applications, ' fasteners a mon . o' Fasteners op000d 4 inches on center at inches at intermediate supports for oub0ocn and *dl sheathing and J inches on center at edges, O |nohoa at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted on "per KRm^ have been changed from the IBC nohodu|o to o more restrictive requiroment PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN o^.x~�/x~m'_x" w/ ,^./�^" " 3/4 THRU BOLTS c'C4LE- 3/4" ~ ' STEEL THRU-BOLTS OR WELD TO EA. BEAM STEEL BEAMS PER PLAN NAM w I 1 on'—. 1 /9" 191-1" 13'-9 1/2" 10'-3 3/8" 18'-1 1/2" on MEHEH�� �X NORTH PLAN SCALE: 1/4" == 1`__0" PLAN NOTES 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: TO.W.=0POFCONCRETE WALL B.�W.=BOTTOM OF CONCRETE WALL THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT THE TOP OF FOUNDATION WALL, AND QD NOT REFLECT ACTUAL SITE ELEVATIONS. 2. STEPS IN TOP OF CONCRETE WALL INDICATED: 3. HELICAL PIERS TO BE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 4. CONCRETE RETAINING WALLS ARE O" THICK AND SPAN FROM HELICAL PIER TO PIER. PIERS ARE INDICATED ON PLAN: /-\ W/ TOTAL UNFACTDRED DESIGN LOAD 17K|PS, 5. DO NOT SCALE DRAWINGS. 8. /E\ REFERS TO EXISTING CONSTRUCTION / I \, /N\ REFERS TO NEW \. T.O.W. STEEL HELICAL PIERS: = VARIES T.O.F. = 8253'-8 ME SEE S2 FOR FOUNDATION PLAN _ _ � | _ � 00 _ _ | �~ _ V' Steel helical ahoU be designed and installed to resist the unfoctored design loads as shown on Sheet S-213. Unless otherwise recommended by the noonufoutoror, the factor of safety to be applied to the dno|go |nodm to obtain the u|thnota load capacity of each pier ahoU be 2. b. /nato//or 8uo/hYootkmex hnoto8otkxn mhoU be done by an authorized inato/kztk`n contractor. Proof of current certification with the manufacturer, as on authorized installer of the helical piers being used, obo|| be submitted to the Architect or Structural Engineer prior to starting installation. C. A written installation record shall be kept for each ho}ioo| pier, including dote of installation, location of pier, description of |ood section, including number and diameter of helices and extensions used, overall depth of installation from o known reference point, and installation torque at termination of pier. e. Soil oorrooivity and required nned|ot7nn obo|| be determined by the geoteohn|oo| engineer and helical pier supplier, respemtive|y. All piers must have o rninirnurn corrosion protection of hot dip galvanization. t Submit shop drawings indicating shaft and helix aizes, including manufacturer's ooto|ug cuts and data sheets to the engineer for review prior to inotoUotioo. g' The steel helical pier system shall be |CB0 (|CC) approved. Installing contractor aho|| furnish evidence to the Structural Engineer by means of the ICBO /|CC\ evaluation report or "ER" number. h. Acceptable tolerance for alignment of top of pier shall be 2 inches. Piers exoeedingthio amount ahoU be rernnw*d and redri{|ed. Do not force pier tops into alignment. � i STONE VENEER ANGLE SUPPORT IT.O.W. VARIES ANGLE SIZE EXPANSION ANCHORS REVISED 08/23/06 R 08/29/06 � - REVISED 09/29/06 REVISED 1OZ23 06__ ~ C r� . ____dB.O.W. = 8253'-8 06Z27ZO8 '0) Co m + � � � +u� to r _ N 0 - 7 11\ [� � 00 [ m � to ~�^ cli mr~ 17 KIPS TYP. - 6 �m�� U) L Z D � 0)0) U �o � L c� / � ) ��.Z SEE ARCH. SITE PLANS �� ��� FOR WALL CURVATURE T.O.W. VARIES 1, GEOMETRY on MEHEH�� �X NORTH PLAN SCALE: 1/4" == 1`__0" PLAN NOTES 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: TO.W.=0POFCONCRETE WALL B.�W.=BOTTOM OF CONCRETE WALL THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT THE TOP OF FOUNDATION WALL, AND QD NOT REFLECT ACTUAL SITE ELEVATIONS. 2. STEPS IN TOP OF CONCRETE WALL INDICATED: 3. HELICAL PIERS TO BE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 4. CONCRETE RETAINING WALLS ARE O" THICK AND SPAN FROM HELICAL PIER TO PIER. PIERS ARE INDICATED ON PLAN: /-\ W/ TOTAL UNFACTDRED DESIGN LOAD 17K|PS, 5. DO NOT SCALE DRAWINGS. 8. /E\ REFERS TO EXISTING CONSTRUCTION / I \, /N\ REFERS TO NEW \. T.O.W. STEEL HELICAL PIERS: = VARIES T.O.F. = 8253'-8 ME SEE S2 FOR FOUNDATION PLAN _ _ � | _ � 00 _ _ | �~ _ V' Steel helical ahoU be designed and installed to resist the unfoctored design loads as shown on Sheet S-213. Unless otherwise recommended by the noonufoutoror, the factor of safety to be applied to the dno|go |nodm to obtain the u|thnota load capacity of each pier ahoU be 2. b. /nato//or 8uo/hYootkmex hnoto8otkxn mhoU be done by an authorized inato/kztk`n contractor. Proof of current certification with the manufacturer, as on authorized installer of the helical piers being used, obo|| be submitted to the Architect or Structural Engineer prior to starting installation. C. A written installation record shall be kept for each ho}ioo| pier, including dote of installation, location of pier, description of |ood section, including number and diameter of helices and extensions used, overall depth of installation from o known reference point, and installation torque at termination of pier. e. Soil oorrooivity and required nned|ot7nn obo|| be determined by the geoteohn|oo| engineer and helical pier supplier, respemtive|y. All piers must have o rninirnurn corrosion protection of hot dip galvanization. t Submit shop drawings indicating shaft and helix aizes, including manufacturer's ooto|ug cuts and data sheets to the engineer for review prior to inotoUotioo. g' The steel helical pier system shall be |CB0 (|CC) approved. Installing contractor aho|| furnish evidence to the Structural Engineer by means of the ICBO /|CC\ evaluation report or "ER" number. h. Acceptable tolerance for alignment of top of pier shall be 2 inches. Piers exoeedingthio amount ahoU be rernnw*d and redri{|ed. Do not force pier tops into alignment. � i STONE VENEER ANGLE SUPPORT HEIGHT OF VENEER ANGLE SIZE EXPANSION ANCHORS REVISED 08/23/06 R 08/29/06 � - REVISED 09/29/06 REVISED 1OZ23 06__ ~ C r� REVISED 06Z27ZO8 '0) Co m + � � � +u� to r _ N 0 - 7 11\ [� � 00 [ m � to ~�^ cli mr~ 17 KIPS TYP. - 6 �m�� U) L Z D � 0)0) U �o � L c� / � ) ��.Z �� ��� #4 x 24" REBAR DOWELS DRIVEN INTO 1/2"0 x 6" HOLES 0 TOP, BOTTOM, & MID-HT., ALONG JUNCTION OF RETAINING WALL TO HOUSE FOUNDATION on MEHEH�� �X NORTH PLAN SCALE: 1/4" == 1`__0" PLAN NOTES 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: TO.W.=0POFCONCRETE WALL B.�W.=BOTTOM OF CONCRETE WALL THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT THE TOP OF FOUNDATION WALL, AND QD NOT REFLECT ACTUAL SITE ELEVATIONS. 2. STEPS IN TOP OF CONCRETE WALL INDICATED: 3. HELICAL PIERS TO BE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 4. CONCRETE RETAINING WALLS ARE O" THICK AND SPAN FROM HELICAL PIER TO PIER. PIERS ARE INDICATED ON PLAN: /-\ W/ TOTAL UNFACTDRED DESIGN LOAD 17K|PS, 5. DO NOT SCALE DRAWINGS. 8. /E\ REFERS TO EXISTING CONSTRUCTION / I \, /N\ REFERS TO NEW \. T.O.W. STEEL HELICAL PIERS: = VARIES T.O.F. = 8253'-8 ME SEE S2 FOR FOUNDATION PLAN _ _ � | _ � 00 _ _ | �~ _ V' Steel helical ahoU be designed and installed to resist the unfoctored design loads as shown on Sheet S-213. Unless otherwise recommended by the noonufoutoror, the factor of safety to be applied to the dno|go |nodm to obtain the u|thnota load capacity of each pier ahoU be 2. b. /nato//or 8uo/hYootkmex hnoto8otkxn mhoU be done by an authorized inato/kztk`n contractor. Proof of current certification with the manufacturer, as on authorized installer of the helical piers being used, obo|| be submitted to the Architect or Structural Engineer prior to starting installation. C. A written installation record shall be kept for each ho}ioo| pier, including dote of installation, location of pier, description of |ood section, including number and diameter of helices and extensions used, overall depth of installation from o known reference point, and installation torque at termination of pier. e. Soil oorrooivity and required nned|ot7nn obo|| be determined by the geoteohn|oo| engineer and helical pier supplier, respemtive|y. All piers must have o rninirnurn corrosion protection of hot dip galvanization. t Submit shop drawings indicating shaft and helix aizes, including manufacturer's ooto|ug cuts and data sheets to the engineer for review prior to inotoUotioo. g' The steel helical pier system shall be |CB0 (|CC) approved. Installing contractor aho|| furnish evidence to the Structural Engineer by means of the ICBO /|CC\ evaluation report or "ER" number. h. Acceptable tolerance for alignment of top of pier shall be 2 inches. Piers exoeedingthio amount ahoU be rernnw*d and redri{|ed. Do not force pier tops into alignment. � i STONE VENEER ANGLE SUPPORT HEIGHT OF VENEER ANGLE SIZE EXPANSION ANCHORS REVISED 08/23/06 R 08/29/06 � - REVISED 09/29/06 REVISED 1OZ23 06__ NQ[TEf� 1. THIS SCHEDULE |3 FOR NON-BATTERED STONE VENEER WITH A MAXIMUM THICKNESS OF 8~. CONTACT ENGINEER FOR OTHER CONDITIONS. 2. LOCATE ONE EXPANSION ANCHOR AT 6" FROM BVD3 OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT. 3, ANGLES MUST BE ORIENTED AS SHOWN RETAINING WALL . HOUSE FOUNDATION m 3'-O" WALKWAYPER ARCH. PER PLAN #5"n VERT 0 16 O.C. ---` ALTERNATE 1 EA. SIDE OF SLEEVE PERIMETER DRAIN PER SOILS ENGINEER VERT GR. ---�' 40 BARS FULL HT WELDED T0 CAP F Qc TS SLEEVE, TYP. 4- CORRUGATED FORM VOID— BENEATH COUNTERFORT WALLS TYPICAL TS SLEEVE 7x2x3/16 TYP.---~ HELICAL PIER BY DTHERS--- /SEE PLAN FOR REQUIRED LOAD CAPACITY) ' -1 �� = BOLT PER MANUF. designed by RAU drawn by MTN checked by issued PERMIT 06Z16Z06 �. , 08/02/06 REVISED 08/23/06 R 08/29/06 � - REVISED 09/29/06 REVISED 1OZ23 06__ ~ C r� REVISED 06Z27ZO8 '0) Co m + � � � +u� to r _ N 0 - 7 11\ [� � 0 [ m � to ~�^ cli mr~ - 6 �m�� U) L Z D � 0)0) U �o � L c� / � ) ��.Z �� ��� designed by RAU drawn by MTN checked by issued PERMIT 06Z16Z06 REVISED 08/02/06 REVISED 08/23/06 R 08/29/06 � - REVISED 09/29/06 REVISED 1OZ23 06__ ~ C r� REVISED 06Z27ZO8 '0) Co m + ,6wt SCALE: 3/4" = 1 ~ ~ - � � uo [n _ < w m 0 � < oo � o� � u Dm� �� � Umm � 0�~ ~ C r� mm '0) Co m + � � � +u� to r _ N 0 - °0 | Z � 0 [ m � to 0 cli mr~ - 6 �m�� U) L Z D � 0)0) U �o � L c� " REBAR DOWELS DRIVEN INTO 1 " HOLES @TOP, BOTTOM, &M|D-HT, ALONG JUNCTION OF NEW FOUNDATION TO EXISTING 2'-10 WELDED TO CAP USE CMU WALL AS NEEDED 1/4xll 7/8 LSL RIM 0 FLOOR .RIMETER INDICATED THUS, P. 0_1 � _ m � � � _ n � � 7) !? _j > n -~ � r~ /I Of 0 co LL_ CONT. 2x12 STRUCTURALL� ot EXTERIOR HEADERS ARE: TRIMMER AND (l)-2x6 KING STUD EA. SIDE, TYP. UNLESS NOTED OTHERWISE tt I g r 7/8 LVL Iro J INIERIOR HEADERS ARE TYP. ju Hl 7/8 OLVL TRIMM z SOLID BLKG BENEATH BUILT-IN UNLESS NOTED OTHERWISE R BOOK CASES AND FILE CABINE N C4 11 7/8 LVL a--PLACE BEAMS DIRECTLY O L 8271'-5 (o 11 7/8 LVL IN IETS 1 LSL RIM @F0DR PERIMETER INDICATED THUS, �� ` - ' TYP. ' �� �<, -__ 4 NORTH 1, INTER WOOD STUD BEAR WALLS ARE INDICATED ON PLAN THUS: UPPER FLOOR FRAMING PLAN SCALE: 1 Z4" = l'—O" PLAN NOTES: 2. POSTS BELOW ORIGINATING FROM THIS LEVEL OR ABOVE ARE INDICATED: El NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 0 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE /ND/CATED:0 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURD|FLOOR, EXP.1, SPAN RATING 24O.C. 5. (%XX INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). /. ALL FLOOR JU|5/5 ARE ll //d� R�P| 4Oo 8& 15' O.C.. P|CAL, UNLESS NOTED OTHERWISE. SEE DETA 10 FOR STAIR STRINGER CONNECTfONS F - - - � L1 _J __j E] " I , El SEE S5 FOR HEADER SIZES CONT. 2x`12 STRUCTURAL SUB TYP. 2x12 LOOKOUTS @ 24"' TYP. | \ \ � \ ru°/ //-^/4 ,/r. EXTERIOR HEADERS ARE: TRIMMER AND (l)-2x6 KING STUD EA. SIDE, . mmunumom ABSERVATORY FRAMING PLAN SCALE: 1/4" = 1'_o" 1' INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW ORIGINATING FROM THIS LEVEL DR ABOVE ARE INDICATED: E3 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: Z SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE }ND|CATED:u 3' ALL COLUMNS ARE LABELLED AT THE TOP. 4. ROOF SHEATHING IS 7/16" APA RATED SHEATHING, E%P.1, SPAN RATING 24/16. 5. °0 " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. &_R-0CF^ E2TLF-AOERS-ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 11 7/8" RFPI 40s @ 16" O.C., TYPICAL, UNLES� NOTED OTHERWISE. SPAC OF ROOF BELOW. WITH 2x4 -' �-�--- CRIPPLE �POSTS TO RAFTER OR TRUSS BELOW SPACED 48" O.C. MAX ALONG EACH OVERFRAk4E MEMBER. 202 LOOKOUTS @ 24", TYP. /3\-1 3/4x9 1/2 L\8- CONT. 1 1 1/4 LVL STRUCTURAL -1 3 1/2 L\8- `------' CONT. 2x12 STRUCTURAL SUB TYP. CONT. 2x2 STRUCTURAL SUB-FASCIA, TYP. 1/2 LVL EXTERIOR HEADERS A TRIMMER AND (l)-2x6 KING STUD EA. SIDE, , UNLESS NOTED OTHERWISE SEE P (2)—#55's x L T T. 0. F. 7r 2'-0 PAST STEP TYP. CASCAD 4 11 CONC. SLAB ON WATERPROOF MEMBRANE PER ARCH. ON 1 1/8 T&G STURDIFLOOR REINF. SLAB W/ SLOPE Ito 0 QPIQN L2 +�jEE PLAN (2)—#5's x �2 _-6 SEE PLAN EXTEND HORIZ. REINF. \ T.OY. !��2'—O PAST STEP TYP- DPTIUN 1 SCALE: N.T.S. JL ' 1/2 THRU OR WELD TO EA. BEAM STEEL 8EAWS PER PLAN \ 2" RETURN V 11 3TL BM PER PLAN 1/4" FITTED STIFFB EA. SIDE OF WEB 0 1 I-JOISTS PER PLAN MULTIPLE 2x6 PER PLAN IN CONT. TREATED 2x6 ITE (IF HEATED SLAB GLUE TO CONCRETE) 8249-5 REF. SPREAD FOOTING SCHED. SHEET S2, FOR EQ. EQ. SCHED. WIDTH STEEL BEAM PER PLAN 2x PLATE DRIVE 44 ' *, T , PINNED TO TOP NQE /2\-1/2 LAQS--� BUILT-UP STUD COL. PER PLAN " `—Op) CAP �\ 1 . WIDTH �-1 0 THRU-BOLTS (2 (ON SIDE OF WEB) ' 7S COL PER PLAN � STUD WALL BEYOND " CONC. SLAB PER PLAN 2x4 OR 2x6 STUD BRG. WALL CONT. TREATED 2x6 It W/ 10d DRIVE PINS 01O" O.C. /|F HEATED SLAG, GLUE TO CONCRETE) OPTION 1 � 2x4 OR 2m0 STUD BRG. WALL CONT. TREATED 2x6 ft W/ (IFHEATED SLAB, GLUE CONC. SLAB PER PLAN TO CONCRETE) T.O. SLAB /2)-#5'n CONT. H0RlZ ^� TOP 8c BOT ' EQ. EQ. - OPTION 2 =| STONE VENEER 1/2" EXP. MAT'L, TYP. PER ARCH. 8" CMU BELOW GRADE FOR STONE VENEER SUPPORT (l)-#5 CONT. HORIZ. 0 16" PER DRAI SOILS ENGINEER TRANSVERSE iTONE VENEER-- *ER ARCH. #5DWLSx| @ 48[iC�� �� 12. #5's CONT. HOR|Z. TOP & A0T PERIMETER DRAIN PER SOILS ENGINEER . CONT. H0R|Z. @ MID-HT. 'o CONT. @ 1O TRANSVERSE SCALE: 3/4" = 1`-O 1/7" EXP. MAT' TYP. 8249 T.O. SLAB ° , ~ 2x6 STUDS 0 16" O.C. WV 1/2 PLYVN}. DR 0SB SHEATHING mm ml STONE VENEER--^ PER ARCH' O~ CWU BELOW GRADE FOR STONE VENEER SUPPORT #5's VERT 0 16` O.C� #5 DYVLS x -------- 0 18" O.C. L -C14 1'-O "o CONT. HOR|Z-- TOP &8Ol `a CONT PERIMETER DRAI SOILS ENGINEER � . �. � �x 8" CMV BELOW GRADE FOR STONE VENEER SUPPORT #5'a VERT @ 16 O.C. --- #5 DMIL3 x 0 8" O.C. ^^~ Lc 1'-6" sC0NT 8248'- 11 T.0 SLAB ` PERIMETER DRAIN PER-^ TRANSVERSE WATERPR SOILS ENGINEER IN Cum/ 'nc^'cu 2^6 v ON 1 T&G NEER STONE VENEER PER ARCH. #5'e VERT @18" O.C. B" CWU BELOW GRADE FOR STONE VENEER SUPPORT ��m CONT. HOR\�. (�1� "- #5 DVVLS x @ 8 O.C. L 4 1'-C "a CONT. ------ 48 '- 6 ` 2'-h @ 10" ' TRANSVERSE � PERIMETER DRA) N PE �,\�*LE o SOILS ENGINEER `F #4 D�LS x 2)-0 4" CONC. TOPPING ON WATERPROOF � C14 IN CONT. TREATED 2x`10 1� STURDIFLOOR STONE VENEER 8260 o ,L 11 7/8" I-JOISTS PER PLAN vo 8" CMU BELOW GRADE FOR- STONE VENEER SUPPORT IN CONT. TREATED 4x4 fP_ LONGIT. 8249-5 T.O. SLAB PERIMETER DRAIN sx2'-6 @ 16" TRANSVERSE SOILS ENGINEER 3'-6t' "� � � ° ^ ° `'~'�� ~ #4 D�LS x 2)-0 4" CONC. TOPPING ON WATERPROOF C14 STURDIFLOOR SLOPE 8260 o ,L IN CONT. TREATED 4x4 fP_ T.O. SLAB PERIM , " ^ '-'--- " O 3" MI a o i BENT W 1Ox22 RIDGE BEAM W 10x17 VALLEY BEAM SCALE: 3/4" = 1' –O" BENT ICs: 1/4" x6"xO-8 1 /2" W/ (3)-3/4 THRU –BOLTS EA. LEG BENT Id's TO BE SHOP WELDED TO BENT W 1Ox22 BRG. SADDLE: BRG. e – 1/2x5 1 /4x0' -10 W/ (2) –SIDE Vs – 1 /4x6xO' -10 W/ (2) - 3/4" 0 THRU —BOLTS (3) -1 3/4x7 1/4 LVL 3/16 �3f16 W 14x30 RIDGE BEAM 7/8 LVL J L_4 x 4 x 1/4 x 0' -8" Il� SCALE: 3/4" VIDE SOLID BLKG THRU —BOLT NECTION -1 3/4x11 7/8 LVL BEAM V ALLEY BEAM VALLEY BEAM BENT W 1Ox12 RIDGE BEAM SCALE: 3/4" = 1' —O" 3116' BENT II?'s: 1 /4x6xO -8" �– W 1Ox17 VALLEY BEAM RAFT , SEE PLAN FOR RIDGE CONN. TYPE RIDGE BM. VALLEY BM.� (HIP BM. SIM.) �— RAFTERS 16d NAILING SCHEDULE (.162" 0 x 3 1/2" HAND — DRIVEN) MAX. L T 0 Q 4' -0 (3) -16d (2) -16d EA. SIDE (2) -16d EA. MEMBER 6' -0 (4) -16d (3) -16d EA. SIDE (4) -16d EA. MEMBER 8' -0 (6) -16d (4) -16d EA. SIDE (8) -16d EA. MEMBER 10' —O SIMPSON LSSU210 SIMPSON LSSU210 (12) -16d EA. MEMBER 12' -0 SIMPSON LSSU210 SIMPSON LSSU210 (2)-3/4"0 THRU —BOLTS 14' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3) -3/4 - 0 THRU —BOLTS 16' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"0 THRU —BOLTS THRU —BOLTS 12' -0 SIMPSON LSSU210 SIMPSON LSSU210 (2) -3/4 "0 THRU —BOLTS 14' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3) -3/4'0 THRU —BOLTS 16' -0 SIMPSON LSSU210 SIMPSON II (3)-3/4"0 THRU —BOLTS (4) -3/4 THRU —BOLTS SCALE: 3/4" = 1' –O" BENT ICs: 1/4" x6"xO-8 1 /2" W/ (3)-3/4 THRU –BOLTS EA. LEG BENT Id's TO BE SHOP WELDED TO BENT W 1Ox22 BRG. SADDLE: BRG. e – 1/2x5 1 /4x0' -10 W/ (2) –SIDE Vs – 1 /4x6xO' -10 W/ (2) - 3/4" 0 THRU —BOLTS (3) -1 3/4x7 1/4 LVL 3/16 �3f16 W 14x30 RIDGE BEAM 7/8 LVL J L_4 x 4 x 1/4 x 0' -8" Il� SCALE: 3/4" VIDE SOLID BLKG THRU —BOLT NECTION -1 3/4x11 7/8 LVL BEAM V ALLEY BEAM VALLEY BEAM BENT W 1Ox12 RIDGE BEAM SCALE: 3/4" = 1' —O" 3116' BENT II?'s: 1 /4x6xO -8" �– W 1Ox17 VALLEY BEAM RAFT , SEE PLAN FOR RIDGE CONN. TYPE RIDGE BM. VALLEY BM.� (HIP BM. SIM.) �— RAFTERS 16d NAILING SCHEDULE (.162" 0 x 3 1/2" HAND — DRIVEN) MAX. L T 0 Q 4' -0 (3) -16d (2) -16d EA. SIDE (2) -16d EA. MEMBER 6' -0 (4) -16d (3) -16d EA. SIDE (4) -16d EA. MEMBER 8' -0 (6) -16d (4) -16d EA. SIDE (8) -16d EA. MEMBER 10' —O SIMPSON LSSU210 SIMPSON LSSU210 (12) -16d EA. MEMBER 12' -0 SIMPSON LSSU210 SIMPSON LSSU210 (2)-3/4"0 THRU —BOLTS 14' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3) -3/4 - 0 THRU —BOLTS 16' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"0 THRU —BOLTS SCALE: 3/4" = 1' —O" 4" CONC. SLAB PER PLAN- SLOPE 8259' -11 T.O. PLYWD. 1 3/4x11 7/8 LVL's @ 16" O.G. SLOPING GUN NAILING SCHEDULE (.131" 0 x 3" GUN — NAILS) 2'-0 MAX. L Q #5 DWLS x FOR HANGER 4' -0 (4) —NAILS (3) —NAILS EA. SIDE (3) —N AILS EA. MEMBER 6' -0 (6) —NAILS (4) —NAILS EA. SIDE (6) —NAILS EA. MEMBER 8' -0 (8) —NAILS (5) —NAILS EA. SIDE (11) —NAILS EA. MEMBER 10' -0 SIMPSON LSSU210 SIMPSON LSSU210 (2)-3/4"0 THRU —BOLTS 12' -0 SIMPSON LSSU210 SIMPSON LSSU210 (2) -3/4 "0 THRU —BOLTS 14' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3) -3/4'0 THRU —BOLTS 16' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"0 THRU —BOLTS SCALE: 3/4" = 1' —O" 4" CONC. SLAB PER PLAN- SLOPE 8259' -11 T.O. PLYWD. 1 3/4x11 7/8 LVL's @ 16" O.G. SLOPING 8 SCALE: 3/4" S7 #5 DWLS x °° -- @ 8" 0.C. 1' -4 (2) -1 3/4x91 7/8 (2) -1 3/4x11 7/8 (2) — #5s HORIZ, LVL RIDGE BEAM LVL VALLEY BEAM TOP & BOT. KNIFE Id's: 1 /4 "x6 "xO -8 1/2" BENT BEAM PER PLAN W/ (3) - 3/4 "0 THRU —BOLTS W/ 2x PLATE DRIVE PINNED TO TOP FLANGE X824 -10 `f' T.O.F. ..."� BENT Id's: 1 /4 "x6 "xO -8 1/2" W/ ° d ° (4) -3/4 "0 THRU —BOLTS a (3) -1 3/4x11 7/8—,, 3/16" LVL HIP BEAM ��,' #5's x 2' -6 @ 12" 1, -4„ `t` RAFTERS NOT SHOWN FOR CLARITY (6) — #5's LONGIT. ti SCALE: 3Z4" = 1' –O" m D � � fl Q L 0 ---- VALLEY BM. (H BM. SI M.) O L 2' -0 # 4 DWLS x @ 24" O.C. cv - – 82 T.O. SLAB d /IN a v ! 8259' -6 rL II : T.O.W. �"� 8259' -2 • a 1 1 1 � (6) –#5's FULL –HT - ( VERTICAL Cs END OF WALL I 4 G a ° # 0 16" EACI WAY d TT (6) – #5 DWLS x 1' -4 Q END OF WALL d ' a' a @ - 4 cl � 1 11 #5's 0 12" EACH WAY a i PERIMETER DRAIN PER ° { SOILS ENGINEER ' d o I .. .d• G � .d err � .ram � � wr.* q 10 1' -4" 6„ 3 ' -6" 4' -3" 1 1 /4 "x11 7/8" TIMBERSTRAND LSL BLKG. BTWN. JOISTS, TYP. PLYWD. WEB BLKG. FOR CANT. 2x1O 0 EA. JOIST 1 1/2" GYPCRETE, TYP. . 8271'-5 Y T.O. PLYWD. 11 7/8" I— JOISTS -°-A PER PLAN PER PLAN SCALE: 3/4" = 1' —O" CONT. L 4x4x1 /4 ' LAG SCREWS @ 8" _ 8260' -5 T.O. PLYWD. 0 W 1Ox22 11 7/8" PER PL/ CONT. 1 LEDGER @ 24" t II 11 I II I IC I II I I I I i _J f CONT. L 4x4x LAG SCREWS 8260' -5 T.O. PLYWD. 0 W 10x2'4 • ! _ . ! • , / L.. rnv vr-Wv 2x SUB. FA: 2x8 FASCIA 2x1O FASCl/ L 1 xa i oc� >vr r i i — 2x6 STUDS 0 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING PER PLAN , 2x DECKING PER ARCH. Mffom r 2x1O DECK JOISTS 0 16" CANT. (2) –ROWS OF 16d NAILS 0 6" O.C. SCALE: 3/4" = 1' –O" SCALE: 3/4" = 1' –O" II 11 i II ( it I II I � y I I 2'-0 PACK WEB SOLID (3) -2x12 --- #5 DWLS x FOR HANGER @ 8" O.C. C-4 ATTACHMENT ALTERNATE RIDGE BEAM PER PLAN X\o 3f16" #5's CONT. HORIZ. @ 8" O.C. r ✓ "x6 "xO BENT ljLs: 1 /4 -8 "0 1/2" Wf �s #5's VERT @ 16" O.C. (4) -3/4 THRU —BOLTS (3) -1 3/4x11 7/8 LVL 8 SCALE: 3/4" S7 #5 DWLS x °° -- @ 8" 0.C. 1' -4 (2) -1 3/4x91 7/8 (2) -1 3/4x11 7/8 (2) — #5s HORIZ, LVL RIDGE BEAM LVL VALLEY BEAM TOP & BOT. KNIFE Id's: 1 /4 "x6 "xO -8 1/2" BENT BEAM PER PLAN W/ (3) - 3/4 "0 THRU —BOLTS W/ 2x PLATE DRIVE PINNED TO TOP FLANGE X824 -10 `f' T.O.F. ..."� BENT Id's: 1 /4 "x6 "xO -8 1/2" W/ ° d ° (4) -3/4 "0 THRU —BOLTS a (3) -1 3/4x11 7/8—,, 3/16" LVL HIP BEAM ��,' #5's x 2' -6 @ 12" 1, -4„ `t` RAFTERS NOT SHOWN FOR CLARITY (6) — #5's LONGIT. ti SCALE: 3Z4" = 1' –O" m D � � fl Q L 0 ---- VALLEY BM. (H BM. SI M.) O L 2' -0 # 4 DWLS x @ 24" O.C. cv - – 82 T.O. SLAB d /IN a v ! 8259' -6 rL II : T.O.W. �"� 8259' -2 • a 1 1 1 � (6) –#5's FULL –HT - ( VERTICAL Cs END OF WALL I 4 G a ° # 0 16" EACI WAY d TT (6) – #5 DWLS x 1' -4 Q END OF WALL d ' a' a @ - 4 cl � 1 11 #5's 0 12" EACH WAY a i PERIMETER DRAIN PER ° { SOILS ENGINEER ' d o I .. .d• G � .d err � .ram � � wr.* q 10 1' -4" 6„ 3 ' -6" 4' -3" 1 1 /4 "x11 7/8" TIMBERSTRAND LSL BLKG. BTWN. JOISTS, TYP. PLYWD. WEB BLKG. FOR CANT. 2x1O 0 EA. JOIST 1 1/2" GYPCRETE, TYP. . 8271'-5 Y T.O. PLYWD. 11 7/8" I— JOISTS -°-A PER PLAN PER PLAN SCALE: 3/4" = 1' —O" CONT. L 4x4x1 /4 ' LAG SCREWS @ 8" _ 8260' -5 T.O. PLYWD. 0 W 1Ox22 11 7/8" PER PL/ CONT. 1 LEDGER @ 24" t II 11 I II I IC I II I I I I i _J f CONT. L 4x4x LAG SCREWS 8260' -5 T.O. PLYWD. 0 W 10x2'4 • ! _ . ! • , / L.. rnv vr-Wv 2x SUB. FA: 2x8 FASCIA 2x1O FASCl/ L 1 xa i oc� >vr r i i — 2x6 STUDS 0 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING PER PLAN , 2x DECKING PER ARCH. Mffom r 2x1O DECK JOISTS 0 16" CANT. (2) –ROWS OF 16d NAILS 0 6" O.C. SCALE: 3/4" = 1' –O" SCALE: 3/4" = 1' –O" II 11 i II ( it I II I � y I I STONE VENEER PER ARCH. # CONT HORIZ. @ TOP #4's VERT @ 16" O.G. — 8" SLAB ON GRADE — W/ #4's @ 16" O.C. EA. DIRECTION c� w cL # D WLS x -- @ 12" O.C. 00 i r.. 4. ed : ,d \ C ONT HORIZ. t; .- & MID HEIG FI PIT PER AR CH. #4 D WLS x z @ 12" 0. C. J FIRE PIT DETAIL SCALE: 3/4" = 1' —O" • r J OINT , r w ; , SEE DETAIL 1 /59 FOR WALL REINFORCEMENT (2) — #5's VERT. AT EACH SIDE OF WINDOW OPENING STOP @ COLD JOINT /l'?l_lr,'- ur)PI? I STOP @ COLD JOINT SCALE: 3Z4"_ 1' —O" 1/4" FITTED STIFFENER? EA. SIDE OF WEB STL. RING PER PLAN -\ CAP E: ---- -'°' 1 /2x5xBM. WIDTH W/ (2)-1/2" 0 THRU —BOLTS (ONE EA. SIDE OF WEB) TS COL. PER PLAN STUD WALL BEYOND- -''� BASE R: — 5/8 "x5 "xO' -10 W/ (2)-3/4"0 x 6" EXP ANCHS., TYP. 1 " MIN SHIM & °-- --- -._ NON — SHRINK GROUT i r• i � �. 0 SCALE: 3/4" = 1' —O" LIx t:�LAU- TO MATCH COL. ABOVE TYPICAL BLKG. IN JOIST SPACE •ir • 'i •:• SCALE: N.T.S. SCALE: 3/4" 1' -0" NOTES: 1. BOULDERS ARE TO BE 1' -6 TO 4' -0 IN 3. DIMENSIONS SHOWN ARE APPROX. BUT THE DIMENSION AND SHALL BE OF ANGULAR SLOPE MAY NOT BE STEEPER THAN 2:1 SHAPES (NOT ROUND) 4. BACKFILL AND BASE SOILS SHALL BE VERIFIED BY 2. PLACE BOULDERS SO THEY INTERLOCK SOILS ENGINEER DURING CONSTRUCTION OF WALL BOTH VERTICALLY AND HORIZONTALLY H /2 Lb 1 = I 2F G A FILTE F • • 4 SOILS ENGINEER FOR DRAINAGE CONTINUOUS DRAIN AS REQUIRED BY S OILS • FOR DRA INAGE TYPICAL BOULDER RETAINING WALL (ONE, TWO, OR THREE TI 'ACTIVE= 35 PSF 7 P ASSIVE= 300 PSF OVERTURNING F.S.= 1.5 SLIDING F.S.= 1.5 ASSUMPTIONS: 30° Y= 110 PCF BOULDER RETAINING WALL SCHEDULE TIER HT. (H) BENCH LENGTH (Lb) TOE DEPTH 3' -0 4' -0 1' -0 4' -0 5' -0 1' -0 5' -0 6' -6 1' -0 6' -0 7' -6 1' -0 SCALE: N.T.S. S OLID BLKG. P A NELS ,. r c .. 11 7/8" I— JOISTS PER PLAN --- - - - - -- SLOPE rl T.O. PLYWD. 'V (3) -1 3/4x11 7/8 LVL- (DROPPED) BRG. SADDLE: 3/16 BRG. F — 1/2x5 1 /4x0' -10 W/ (2) — SIDE Ft's — 1 /4x6xO' - 10 W/ (2) - 3/4" 0 THRU — BOLTS TS COL. REF. PLAN BASE R 5 /8x1OxO' -10 W/ (4)-1/2" 0 x 10" 1/2" EXP. MAT'L, TYP. A.B.'s ON 1" MIN. SHIM & GROUT 8249 -5 A T.O. SLA 4 L0 C=jj c% SEE SCHED. FOR REINF. EQ. EQ. SCHED. WIDTH 3 SCALE: 3Z 4" = 1'--O" S8 STAIRS PER ARCM. a PER PLAN T.O,W. NOT SHOWN FOR •.d CLARITY > �h. (1) — #5 CONT. HORIZ. @ MID (2) — #5 GR 40 BARS x # DWLS x C° `� ' ` " 2' -6 WELDED TO CAP R & @ 48" O.C. TS SLEEVE, TYP. �d. a a 3 • a• ° N (2) — #5's CONT. HORIZ. N B.O.W. PER PLAN TOP & BOT. PERIMETER DRAIN PER 4" CORRUGATED FORM VOID SOILS ENGINEER BENEATH GRADE BEAMS, TYPICAL CAP T 3/8 "x2 %4" TS SLEEVE 2x2x3/16 5" BOLT PER MANUF. HELICAL PIER BY OTHERS (SEE PLAN FOR REQUIRED "-- LOAD CAPACITY) 2 SCALE: 3Z4 58 2' -0 INFILL FRAMING SCALE: 3/4" = 1' -01" 1 1/4 TYP. GUARD & HAND RAILING PER ARCH 9 1/2" BCI 6500 -1.8 16" 0. C. WATERPROOFING AND FLASHING PER ARCH. (2)- 1/2 "Ox6" LAGS 4x PLATE DRIVE PINNED - TO TOP FLANGE CAP e: 1 /2x5xBM. WIDTH W/ (2)-1/2" 0 THRU -BOLTS (ONE EA. SiDE OF WEB) BASE F: 1/2x3 1 /2xO' -8" W/ (2)-1/2" 0 LAG SCREWS (ONE EA. SIDE) r - r (3) -1 3/4x11 7/8 LVL h ( EXTEND REBAR 1' -7 MIN. FROM COLD JOINT (2) -2x10 HEADER \ .... .... ...... .. 8271' -5 ----- - - - - -- -- T.O. PLYWD. 0 TYP. 3.81 METER (12' -6 ") ASH DOME MODEL "REB" (3) -1 3/4x11 7/8 LVL i EXTEND REBAR 1' -7 MIN. FROM COLD JOINT 0 I t—• (2) -2x10 HEADER 1/2 THRU —BOLTS 0 0 EA. HOLE PROVIDED 00 BY DOME w MANUFACTURER INTO V) LIGHT GAUGE STUD i TRACK Z Ij a- 0 55OCT125 -33 LIGHT GAUGE STUD cr CIRCLE TRACK TOP & BOT. 0 0 O h (2) -1 3/4x11 7/8 LVL Ii�:�L'R�►ir i�■ 0 TYP. ,MOND F'LA iE'i` EXTEND REBAR 1' -7 MIN. FROM COLD JOINT CURVED 8" .i LIGHT GAUGE RIM PER MANUF. O I BLOCKING BENEATH CURVED :- WALL PER PLAN TYP. 3279'-6 T_o_ sTi _ (2) -2x10 HEADER --� N • • • E h 1/2" EXP. MAT'L, TYP. 5" HEATED SLAB ON GRADE 8249' -5 �.I T.O. SLAB II d B A MATCH LINE 4" CORRUGATED FORM VOIC BENEATH FOOTING, TYPICAL TS SLEEVE 2x2x3/16 HELICAL PIER EACH CORNER W/ 41 KIPS LOAD CAPACITY 1 OBSERVATORY DETAIL S9 .....�_ h .�.J i • 4" q — d °". �s +w� .... M� ..ter � �.. � ..� ,r.0 r� � �. �.rr .s: �. � �..r .�w�. d .rtt*i •d d d 4 _ d. i. ♦ d a i i I i i 4 7' -0 1 /2- A d 1' —O" ­444 .. a' °�• i i 1 1 . d A a i i i i i 4a . •4o i i i i i •d ' .d II d i i i i i d d tl i i i i i : '- i i i i i • d" , . °•• i i I i I . d i i i i a • a' . d ° 4. i i i i I d i i i i I 4A. 4 4 1 ! —LL ww+ +wwo a d {i i i i i dd d `d A —LL .—. — _._. II i i i i i d • '• a i i i i i • d . w.in. . 4 . II .° a' 4 ° II d.¢ d4 4 i i i i i 4 ° II i iI i j 1 j i d • i i i i i Q d d r--T— w — ." e 4 i i i i i 4 : A •• .• i i i i i II °.. d a, , 4 °• d � i f i � � • • d" d ' i i i i i d. • ' d . ii i i ii ii • _ . - . MATCH LiNE A Ii COLD JOINT AS REa'D (3) -1 3/4x11 7/8 LVL d 4 d A d LL O, • r � . SEE 4/S6 FOR WALL DETAIL 240" .MAX i pm @ ; WAY OP i \�-- BOLT PER BOTTO USE !00• PSI CONCRETE FOR ELEVATO F OR OVERLAP AND COLD JOINT LENGTH #5 DWLS x @ 12" O.C. i' AROUND PERIMETER 1' -7 VOID SPACE CONT. 1 /2 "x12" 3/16" 2" @ 6" O.C. / CUT (E) CONCRETE SUBFLOOR & VAPOR BARRIER PER ARCH. 4 .d ,a 7 d• d • ¢ d d� d d II G d• d ' • 'd 4 M d o' 4 4 a 4 • aw d a 90 04 i % CONT. 1/2 "x8" R W/ 5/8 "Ox6" W/ HEADED ANCHOR STUDS @ 12" O.C. 10 SEE 4/S6 FOR DIMENSIONS & #5 DWLS x j' REINFORCEMENT EPDXIED INTO iN 314 "Ox6" HOLES 0 16" O.C. 8 " #5 CONT. HORIZ. TOP & BOTTOM 2" LOW DENSITY STYROFOAM SCALE: 3/4" = 1' - 0" d: °i is > 00 > d REVISED _N i• • d '. 4 C F- 0 0) M 0 0Zr)rn to cvQrn0) z } 00 Uj ^ . c .L � ~r-0< CO � I-- to U- 1-- — CD 0 J ra J At 0 — 0' Z ( 0 N°a0h ht[) JU) L _ � � C3k t7`r �rn v m ro L m i pm @ ; WAY OP i \�-- BOLT PER BOTTO USE !00• PSI CONCRETE FOR ELEVATO F OR OVERLAP AND COLD JOINT LENGTH #5 DWLS x @ 12" O.C. i' AROUND PERIMETER 1' -7 VOID SPACE CONT. 1 /2 "x12" 3/16" 2" @ 6" O.C. / CUT (E) CONCRETE SUBFLOOR & VAPOR BARRIER PER ARCH. 4 .d ,a 7 d• d • ¢ d d� d d II G d• d ' • 'd 4 M d o' 4 4 a 4 • aw d a 90 04 i % CONT. 1/2 "x8" R W/ 5/8 "Ox6" W/ HEADED ANCHOR STUDS @ 12" O.C. 10 SEE 4/S6 FOR DIMENSIONS & #5 DWLS x j' REINFORCEMENT EPDXIED INTO iN 314 "Ox6" HOLES 0 16" O.C. 8 " #5 CONT. HORIZ. TOP & BOTTOM 2" LOW DENSITY STYROFOAM SCALE: 3/4" = 1' - 0" d: °i is > 00 > d REVISED _N i• • d '. 4 C F- 0 0) M 0 0Zr)rn to cvQrn0) z } 00 Uj ^ . c .L � ~r-0< CO � I-- to U- 1-- — CD 0 J ra J At 0 — 0' Z ( 0 N°a0h ht[) JU) L _ � � C3k t7`r �rn v m L .q d • i pm @ ; WAY OP i \�-- BOLT PER BOTTO USE !00• PSI CONCRETE FOR ELEVATO F OR OVERLAP AND COLD JOINT LENGTH #5 DWLS x @ 12" O.C. i' AROUND PERIMETER 1' -7 VOID SPACE CONT. 1 /2 "x12" 3/16" 2" @ 6" O.C. / CUT (E) CONCRETE SUBFLOOR & VAPOR BARRIER PER ARCH. 4 .d ,a 7 d• d • ¢ d d� d d II G d• d ' • 'd 4 M d o' 4 4 a 4 • aw d a 90 04 i % CONT. 1/2 "x8" R W/ 5/8 "Ox6" W/ HEADED ANCHOR STUDS @ 12" O.C. 10 SEE 4/S6 FOR DIMENSIONS & #5 DWLS x j' REINFORCEMENT EPDXIED INTO iN 314 "Ox6" HOLES 0 16" O.C. 8 " #5 CONT. HORIZ. TOP & BOTTOM 2" LOW DENSITY STYROFOAM SCALE: 3/4" = 1' - 0" designed by RAU drawn by M TN CI7eGiCed by issued PERMIT 06/16/06 > 00 > REVISED _N i• d 0 0000 z C F- 0 0) M 0 0Zr)rn to cvQrn0) z } 00 Uj ^ . c .L � ~r-0< CO � I-- to U- 1-- — CD 0 J ra J At 0 — 0' Z ( 0 N°a0h ht[) JU) L _ � � C3k t7`r �rn v m L _10 X -- h ¢ designed by RAU drawn by M TN CI7eGiCed by issued PERMIT 06/16/06 sheet is ;m�• REVISED 08Z2 i• R 0• R EVISE D REVISED 07Z19/07 REV ! sheet is ;m�• RESIDENTIAL LIGHT GAUGE STEEL FRAMING: u. Metal studs and /ohyta shall be of the type` size, gouge and spacing indicated on the drawings, with nolninnurn section properties on opaoi5nd, b. Contractor ahoU provide bddging and blocking as required for stability and stiffness of the final wall or floor/roof onsernNy. C. Structural studs and joists shall be coated with red zinc oxide point or eho|| be galvanized. d. All field—welded joints or ground onsos oho}| be touched up with o airnUor rust—inhibitive rnot*rio|. e' Brace steel `nietn and rafters against rollover at bearing locations with continuous track or blocking and provide vertical web stiffeners where nequired' Within floor joist spaces beneath solid or built—up columns noted on plans, blocking of area equivalent to column above ahoU be provided. , f. Except as noted otherwise, rnin|rnumn attachment eho|} be provided as specified in the Fastening Schedule" on the drawings. g. Framing Notes-, 1. Exterior YYoUs: A. All exterior wo|a 5 1/2 x 18—gougo studs @ 24~ o.c. to o nnoxhnurn height of 10/-0 1 x 5 1/2" x 18—gouge studs @ 10 o.c. to o nnoxknurn height of 15'-0". 1 5/8" x 5 1/2 x 18—gouge studs @ 12 o.c, to o maximum height f 18' ur) Jess noted otherwise. Cop with one 1 1/4^ x 5 1/2^ x 18— gouge track section installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strop top plates with rneto| strop ties (Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear directly on the studs beneath. 2. Floor Construction: A. Provide bridging between floor joists according to the following schedule. Bridging material aho|) match the floor joist material. SPAN NUMBER OF ROWS OF BRIDGING Up to 14' 1 row at mid—span 14` to 20 2 rows at 1 points of apoo 20 to 20` 3 rows at 1/4 points of span RESIDENTIAL STEEL FRAME FASTENING SCHEDULE Floor joist end to girder or top plate track Floor joist end to continuous rim track Wall bottom plate track to joist or blocking (perpendicular) Wall bottom plate track to rim joist (poroU*\) plywood Stud to plate track /top and bottom) Built—up studs (back—to—back) Built—up studs (nested) flange Top plates, |opa and intersections Box hnodera/bnornn Bock—to—book headers/beams Ceiling/floor joists, overlapped at support Roof rafter or truss to wm|| top plate track Roof rafters overlapped at ridge (book to book) (1)-610 x 1/2 bottom flange (1)—#10 x 1/2 top & bottom flange (1)—#10 x 1-1/4^ through plywood /1\—#10 x 1-1/4" @ 10" o.c. through /1\—#8 x 5/8 each stud flange #G x 5/8/ @ 12 o.c. through webs #G x 5/8 0 12" o.c. through each /7\—#8 x 5/8 each flange per standard detail /9l rows 610 x 5/8" @ 12" o.c. (2)—#10 x 5/8" through *oba Simpson S/H2.5 /6l—#10 x 5/8 through webs Sub—fascia track to rafter (1)—#10 x5/8 each rafter flange Plywood or OSB nor sheathing #MO x 1-1/2 @ 6 o|cmg edges 610 x 1-1/2" @ 12~ intermediate supports NOTES: 1. The eonawa in this schedule are self—drilling low prof head sonawa, 2. This schedule indicates rnlnirnunn fastening requirements. Where npoolo| conditions ex|ot, use the specified fasteners indicated on the plans and details. PRESSURE PLATE - EVERY OTHER JOIST SPACE W/(8)-15d SISTER 2x1V ONTO — CEILING JOISTS WV STAGGERED 10d @ 6^ 2x6 STUDS @ 16" O.C. 2x8 (4)-16d INTO EA. STUD M CEILING JOISTS 0 16" O.C. W1 (4)-16d INTO PRESSURE PLATE SCALE: 3 " " 1' � R 0 0 0 1 3/4x11 7/8 LVL STAIR STR =ko 0 3/4 THRU—BOLTS INDICATED THUS 2xO STUDS KING STUD ON EA SIDE � 61101001M i KING STUD ON EA SIDE SCALE: 3/4" == 1"-0"