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Vail Das Schone Filing 1 Block A Lot 8.pdf
�M 7 ti 0 0 ►� * LANDSCAPE LEGEND * > rn H ------------------------------------------- W f1 G7 KEY SIZE DESCRIPTION z - 0 � _ ------- -------------------------------- ui H SS 1 1f2" CAL . SHADBLOW SERVICEBERRY 4 w � a AMELANCHIER CANADENSIS ❑ Q gyp, CS 8 ' TALL COLORADO BLUE SPRUCE PICEA PUNGENS GLAUCA CJ 6 ' TALL CUPRESSIFOLIA ERECTA JUNIPER JUNIPERUS SCOPULORUM BJ 5 GALLON TABLE TOP BLUE JUNIPER r JUNIPERUS SCOPULORUM Sri AC 2 GALLON ALPINE CURRENT RIBES ALPINUM RD 5 GALLON RED TWIG DOGWOOD :�< w CORNUS STOLONIFEREA Lu Z COLORADENSIS P -- `���Il ---f-14! ------ ----_------------- 0 0 x 0 /NOTES : z N ✓ 1 ) SOD AREAS SHOWN ON SITE PLAN SHALL BE � Lu IRRIGATED . 2 ) ALL REMAINING AREAS OF SITE NOT COVERED 0 BY BUILDING , PAVING OR SOD SHALE. BE Q , REVEGETATED WITH HIGH ALTITUDE GRASS AND <[ 0 WILDFLOWER SEED MIX. 0 �r/J ✓ 3 ) PROTECT SITE FROM EROSION CONTROL DURING W J C? CONSTRUCTION AS MAY BE REQUIRED. -j-- `, ; -- ------------------•-------------------------- < 4 ? J m U. 6N O z d z v NEW ELECTRIC SERVICE 0 t- 0 TO BUILDING PER LOCAL 0 - � UTILITY CO . & NEC y J N 45 25' E 70 uu 1024 •;� _ 7 W� EXISTING TOPOGRAPHY J� • -�-�-A ,� �} SHOWN THUSLY � - �� • � ��J Z� W UTILITY EASEMENT ---�'� � �U�C� cc FINISHED TOPOGRAPHY -- — -- -` -- -- --� SHOWN THUSLY - - I 0 A-rrl IJ� I tb' 8ETBAC e I CONCRETE RETAINING WALL ro.u. f trr.o' I I jL FINISHED WITH MATCHING STUCCO AND MATCHING STONE CAP AT TOP OF WALT WO-OV -BALCONY OVZR =--- Z ASPHALT DRIVE SHOWN THUSLY ARROWS INDICATE 'DRAINAGE - x007.0 AWAY FROM BUILDING----� PRELIM IN ARY 4. Z -- I , �a ra f' x 0i FENCED TRASH ENCLOSURE C�a. rz: 0 _.-w._- Q FOR BOTH LIVING UNITS � - � riy 0 I, >, � F O � y can P 1� 00 , ■ ct> 3 n I -0 0 r ' r34 11 14 s W 'X CC U) ►7pH '7 I 1 ca in I 0WO t � 3•S � � a a Ioo4 ' - I I c� d > V, l0. _ - ' r ` 0 0 w + -2 - --AG, V, It I I � -- .- - \, � � q aa t Z S qty �,T'�t d 00(a c4 �4 14 P4 a 99 d:g ta �OO $n :,IN OF DEC. BOVE u w. _ S h3a0ED SOH +-� o I a W4 10 oe� fy 017 I I < 7' � E°+ SERVICE TO TELEPHONEuc UTILITY CO . — ; ` l� o gUII,TJING PER 6000 �' ` rJll�'IvE rt H SERVICE T O BUILDING GAS UTI Y r `V C O & UPC r� }}}}}-•����t Co - i ""'"..; .. f ., 1 v I� 10-0`z r iH x] pa can ' � , SEWER f BUILDING S 39 �� Fm- PER MSC :T & UPC 0 "J50 MONI CHA APPROVED AS NO L18" DIAMETER CULVERT TOWN OF VA 1 L WATER SERVICE TO 'BUILDING WIT!'_ FLARED END CAP PER METRO DISTRICT & UPC— PER TOWN OF VAIL ENGINEER �t - - __..._-------DAT r z SITE PL _ �. w v. CONCRETE RETAINING WALL �� 0 o H 3:z H w U ~�.. Z _ 0 U U ul 4 cn >+ P� > T cl IY r GARAGE BALCONY W UJI z 0 Q (:-7 q w cn cc — i a o BEDROOM CD � o , I w d Q > M LL. F- ej Q c0 O � RAGE MECH BEDROOM 0 z 0 i o MATCHING WOOD FENCE FOR � � TRASH ENCLOSURE FOR } -'� — � d BOTH LIVING UNITS ! '' ii '' d I W m UJ Lu a I BATH UP ' UP UTILITY METER ENCLOSURE 1 LAU DRY FOR BATH LIVIN'Cs-_UNI'�.5— uP 3 00 �} i L A-H i S TA I , BAT DN. �. T R � I L lop . PRELIMINARY -, KIT _ NOT FOR — _ 0 j _ LJ f C3 C) NSTR9TC) 0 KI C E _ SECONDARY LIVING z UP UP 177 STORAGE 7 LIVING-—FEW M ° i w n r 6 DINING ROOM 11 F t LA I � � ff Tri � ° z > C H (D 0X P4�7"7777777(.44 d4 (X) U) V) � MW y a a1: cn Nz0x raxoca 61 aU � I [ ° > I BALCONY _a <c o a a BALCONY COLUMNS PER I 0 Q I EXTERIOR ELEVATIONS----,,, - � © x >' I I c-iXa LINE OF BALCONY ABOVE V � >4. 6�t FIRST FLOOR PLAN SECOND FLOOR PLAN $GALE: 1 /4': f'°0" SCALE: 114". 1'-0* z w w I L(7 z E- o 0 " 3ZF+ w v ►+ 0) o > wix wrnH fA x cn z Z -0 0 (] � i C) J - Q U) A 2: Lu ui z 0 x 0 z 01)r` - - -1 i LL, , Q O O W J �, BALCONY MASTER SMITE 6LOSE d a > - ' M LL �- . 0 z co 0 tL Q - W BATH { E DN. 1 T C�— ��—^�-- — OPEN TO LIVING ROOM BELOW OPEN O KITCHEN P R E L I M I N A R Y f BELOW NOT FOR 1 CONSTRUCTION Q 0oW C � H w z � ON w 0 s > N Z > -- Hu� 0w V) 0 W co l �ro � rn 01 I dQ �cx Nxo U o00 a 0 H c� > z H w0x m0CD (y) + (X) k PLAN 0 a THIRD FLOOR �] Hw ° H d Z w Lu 0 S CHIMNEY FLUE TERMINAL _ _ z - #1 RED CEDAR SHINGLES OVER CHIMNEY FLUE TERMINAL TO MATCH SUB--FASCIA COLOR ---( - TO MATCH SUB-FASCIA COLOR z - MEMBRANE WATERPROOFING A5 SPECIFIED �- O r� 3xH - r _ 01 U - -- -BONZE CLA�J WINDOWS a°1n H �?IDGE ELEVATION - 1039 . 5 RIDGE ELEVATION 3039 . 5 DARK TYPICAL AS .OWN (n 2x12 OVER 2 .4 WOOD FASCIAS � _�_ 0 0 PAINTED A5 CHEDULED - ` — - t o ---- Z •, to 0 2x12 OVER 2Y.1 WOOD FASCIAS W >4 a U1 PAINTED AS S HEDULED A REDWOOD SIDING AS SHOWN -- _ W #1 RED CEDAR SHINGLES OVER _ STAINED AS SCHEDULED --�-- MEMBRANE WATERPROOFING AS SPECIFIED / AS SHOWN STAINS HEDULED Lu uj — I - E CC W _ _ WOOD WINDOW TRIM q WOOD WINDOW TRIM - ,O MATCH FASCIAS - WOOD BEAMS PAINTED TO TO MATCH" FASCIAS � Q � pa MONO MATCH FASCIAS & SOFFITS- 0 co uJ c� DARK BRONZE CLAD WINDOWS _ a '' '' ... TYPICAL AS SYOWN=—�"�– ff — RAILING CAP & METAL RAIL tm TO MATCH SUB--FASCIA COLOR > _j } L LINE 0� EXISTING GRADE y - - .. z WOOD COLUMNS AND CAPS LINE OF FINISHED' GRADE - TO MAT C H FASCIA COLOR < co 0 �,. O U J — NATIVE FIELD STONE W W VENEER. AS SHOWN -- D LINE OF FI NISHED GRADE LINE OF FINISHED GRADE NATIVE FIELD STONE` STUCCO SYSTEM AS SHOWN VENEER AS SHOWN - °J NORTH ELEVATION / LINE OF EXISTING GRADE SOUTH ELEVATION PRE I MINA R NOT Fe eeNSTRUCTION RIDGE ELEVATION 1039 . 5 FF I 4 #3 RED CEDAR SHINGLES OVER � MEMBRANE WATERPROOFING AS SPECIFIED 0 0 H _ IED 0OU �[s H `-�-- MATCHING BRONZE CLAD WOOD WINDOW TRIM SKYLIGHTS AS SHOWN � , TO MATCH FASCIAS - __ — - L 4 z ce) a x 2x12 OVER 2x4 WOOD FASCIAS V4 ch a > PAINTED AS SCHEDULED REDWOOD SIDING AS SHOWN PAINTED G3 STAINED AS SCHEDULED w o 4 RI cv Z > E- cp Q m T r D COLUMNS AND CAPS w w M W RAILING CAP & METAL RAIr WOO ¢ co TO MATCH SUB-FASCIA COLOR TO MATCH FASCIA COLOR - - WOOD BEAMS PAINTED TO � ac 4 �` fiING GRADE MATCH FASCIAS & SOFFITS + LINE O. EXIS. 4 Q w x IV w O 0 - 4 O H C3 .ywiU C� fL O �-4 METAL U y RAILING CAP AL -.AIL ILLL aP c� TQ MATCH SUB FASCIA COLOR � Q z m - - 2e 0 rn – L) 4 x E• s RI O = m O 4a X a 43 iM u _ � DARK BRONZE CLAD WINDOWS � TYPICAL AS SHOWN STUCCO SYSTEM AS SHOWN y T L' - FINISHED �' MATCHING WOOD SIDING AT NATIVE FIELD STONE .._N. OF . IN_SHED GRADE GARAGE DOORS AS SHOWN VENEER AS SHOWN WEST ELEVATION all exterior elevation""-are 114 " V-0 " 0 Lu FE- C)CHIMNEY FLUE TERMINAL TO MATCH SUB-F ASCIA COLOR �` J #1 RED CEDAR SHINGLES OVE1?MEMBRANE WATERPROOFING AS SPECIFIED-- U) Q LLJ UW MATCHING BRONZE CLAD SKYLIGHTS AS 1 1 Z uj 2x12 OVER 2x4 WOOD FASCIAS W (/� oc WOOD REAMS PAINTED TO - _ _ PAINTED AS SCHEDULED 4 0 ® MATCH FASCIAS & SOFFITS y�--^_ - -'- _ _ J� � � DAR K BRONZE CLAD WINDOWS RAILING CAP & METAL RAIL - TYPICAL AS SHOWN uj -i � TO MATCH SUB-FASCIA COLOR -� -� - U w --'WOOD WINDOW TRIM 0 .. > -i Y TO MATCH FASCIAS `� CD LL. 3e . O Z Q co :D U z O LLJ L=j REDWOOD SIDING AS SHOWN STAINED AS SCHEDULED _ WOOD COLUMNS AND CAPS � � - - � � � - co TO MATCH FASCIA COLOR W�� —�� Q NATIVE FIELD STONE f- F°' STUCCO SYSTEM AS SHOWN VENEER AS SHOWN -°� n - LINE OF FINISHED GRADE �e r� �— T THE OF EXISTING GRADE r1 `fie PRELIMINARY NOT FOR EAST ELEVATION C 0 N S T R U C T 10 N z 0 u 7d4 c°a n N � C) ucx w cam► VJ x Q 0 � ® in C) 4, w � > z w cn .laas 0 dc 0F+ 0 � a � a acv > a 44 zai U4 z I- Do ax m 0 0 lr) H m t[3 w CV 0 W in H ;.3 r � N 1...� d z w w A4 a Ijz ✓1 Ali ��� (}�' (� -��l �� .. *..• E " t.> i ' �, ' 'r'2' f Al ►� FtLt r 011 1 I-alt -_ I , �r T4'1b Task.• 4 0� k{:T� �rz 'A♦t+Jd� '�'• ,. ' • � ?. M y -�, ,� •�'-. -- ------------- t �W (�. t" <. • LANDSCAPE LEG ``' S I ,�,-t- 1 ' ' � I t � � � � � :;!`Y 57 '8 <DESCRIt?""";,C`N 7k, � I 1 ' l II a,' -r I`" �,4* If �C � "'�r� rtiJ'+ 12 _-_�__ ���... -«_-_ ----- x O -°© —7,f).A X1`1 /J -r- r •� �- _... ,fl _- v,•s. f • �MI,I gyp. LJ r r, 7•F j SS 11 �''iL rt G I .. ..... .,. 1 ``� '" r '.31 1f 'r``�� (�`* CS 8 ' TALL ®¢ !f�LI1t'All.1Y`,:;� 5f' i W Ipl� ► t .c��, PuNG rr, GT.AtacA - r 'q t p 1 G ✓ T.O. A - ��`� ,..f�� CJ 6 ' TALI p t p R/ 7, L" 144 -1F wA EREC l 7�•'�1 r .�.+kF 7' u M !�• 4:i/ "• R U S S C O r.R U h'M ,�., -`• f IQ�LO (} _ 1�10.rD` ✓ ,, Tr...�•i + S Al E A D ELEVATI{) I Vr a ,s , •, _-w- . : M � � BJ 5 GALLON TAB'. r "! ,..IF' BLUE Ji3NIPE R �. �a r. -1 V I " IZ' :.�t� , �, +IF + ��'F UHLPEY 1 COPULORUt+! t •--, r—• '^1/`W �UUEv U V r� + BEAM C3CK IN AD 1� 1 4 .� �u/ s � �-' r ., 4 4,Tfsf WP ` •I KT! �« �_, AC _ G A... ANT �: ti 14` 21 ,-1�� � � GA 0.-4 RED E1 ..?DU Lj ` * , ,;t, , O '✓`Jr -'`�, t RNUS S'i`QLONIFL,.e, - , � _- 1 `� --.�,. �q us {G•1 ., 1r?� 't - ,,'P wCv '2 ,.. ,,..___ __-_- r--____ < _ < _-. i�0t� ,.�` �, 1 - f ' ) SHOWN ON SHALL. BE g[ .' ! ' ` • 9 - T R I G/� pry Iy y -; :. 1 S.'T:S 1 U.ii�L.AJ � r�•�/�' < ; 4i ({r 2 ) ALT. REMAINIf AREAS OF SITE 1„)T COVER"' D r° [+0 a ail-5<z _ r F r + f�12 ...� b. 8t?T.I,pING 'f '�'ING C` SOD SHAD ^ HE � � � mtY .�:,� 1 n•r"I► y REV'!'.,VTATA ►,_T)i: - IGH ALTITUDE ,NN''`S n .vr�.r •�. J , 3 PRCTs.—,c"SITE I 01K EAOSION `,;J GI. AUPT.,NG a ,. y F( xRET) . r" CONS r"! F� - T--N------------- . .---- - �� " � � 'r` f °s t �-y y '�,-T .�J . �- • �4 l^ +- k� i�l� i �# r..rw.• 1 SLOPE C.G.a+v.:pE r SLAB TTY Co ' � �1 nIN I - ry ��jti?�fr UPC) AS ST?�W3i by AR INS _ *[Et G'CTF T� SkR',TIC E �.O 9C .L'�IRi PER LOCAL Top of N�L t,,TIT t ' 00 ''` ' _` N 46- 1 C�-77 4r 4-t ` EXISTING OF 1l k ' �•\,�' - •Y.. ,,.. ! ry• -«,, Yid tiY 1d1l ! ��'� ^• a , I — — T� � 4l�! r'Y1 1$�t�41C►1?� TQOGRAPHY ��- _' -.x.-- =-•_- . .. �. J . . W y , SI y yam�'�r , ti ,t , Y t - '�" „s' `' � • a _ �''-_ {� _ � � � -• - ,., .,,.,,..r.. .ors. Loit.r� I . ' - 'Of �OI ,�* "STAINING WALL ���� � •�}("�-fit .:. ✓} _ ')� r/ •. ,.� _ ...,_•. . .. . a i �i 9s•.+•A.yi++ �t i A i Yi'YTCi�LNG _ .. ^. � ,M� "_ Aq^AR l r IC) ~� �' 4 ; F STUCCO ITCHING y3 1~ tu:t`M "; ec� '� +. ► err 1 "r'k _. _ r �K " STalli1ll C A',`' 'PO t3P WALL f3 -�"' �» � �- � S ►.j! f,�r�' ry �, o Y `]IZ / - �._ 1 . .'T •�'�i!' -- Y r. .✓'J `ti.! - \` ,�I , .,, „ ;� •,1 - / r_ . L ,M*k, I .rte _.. a I r O Inl t()t� � !I �1( I t. r d '� —3► - .p ��. �• » � 1 ,. � 'l� � „r�' .- � - � � 5 ( s �i '�• x.it` f A � �. j` 7 �•�. , � .: ;� I s'�►- *� •'f �. �I' .'� "�, ,�•y', ..- .. ---'. r! • r 4 .,n•` , ��'- LT 'UP,IVE SHOWN THU5Z ! -� .- Am _ a. _ # �. rU•�. 0 �, I � �; r j _ KSI INDICATE I1Rl�Y1/AGE �� � � '''' � '':, � i ` . � t L� S+~A a � - a -•� �( °�� - _`��t '• , A�!11b", P F�•! B lJ I L t?11dI G �-+'---"--r-�._`.. '_�- � � ,. I��' - -. f ,•,,, f ` n rl' -� d �" ��v ,L §_* � tr"""l ` � ., .-_.,. r.-..—T -. � ° • � ' +a 7' IR - t�J�� -.r•.�l '`. * .3' �.� C} i � l M' � �',%" e. a �y ,r' e ,.� r 9 � Y 1' n`''''' - � 7 _ `�, � f.+' � +r!"'�`� 3 t, I �f st �,,++, Vic. .tt;.r `' t �►° Ef"1� * _ ! �; �# f f ,.«v' �� ?� -�. A, 31 1 J ` ;' '"' � � •7q'_! 1 ".,� `'♦ �, tNI +n' t �y r �,i�"';, ,.f ". '� + „ 'irr,, � ��►.� yq r�'s iI .•. r. r - - t --.—, .__,--r—_ � I. .I - �tw �• '?•Y .. ,. tif+'+i.+e�' ." t . ,. I. - i R', • 4 V1 - 4 _ � .. r•-+ '}' -,-. � •t � "`r. � 9 F '. -Air l"1 K � ":«., , �' - � t ...�' t 4y �, Gam+* 1r,,:R _ ,�, "' , +4 i �� . / -� L, , � .j � .• FTC: �7�' ' '� i ' 'ry I ,,... :`r� s ��, I ` r �•�•IRU..•� .'� 'tr R. ,,, ,. .:4 •'F!, f, ! .r r = °-�•-• - ._ - - , A a . i, 9 r-' I .. �, :'v«..r,..m �• ry / ^- . .r •----- �-_.J -VOL- I I ' 1 pear, # +�iat rl f FOUNDATION / L C, ( =� 1 .-' _ 'M+' �' t[F iy. :` ^ .1' , l ., - ` - •'� WAL.1 A r+i'4,N THU*�y pp - 1 r - I Y ._ � x. '�I•... �.• �' •� , 1 / ,i - ;i� iw �--^ �1 'M W. LL SC`HEI3UL� 1"k..� � � �-_ � , i3 r": 9 ON 'GRADE �1, I Xs "���`�fro � � � � �� i•, -� lE,• I _ 5 �"3 I ,E I N G , X i 4 �y� GFhVEL .. n (� e !mod SE K- ;00CRETE.' GENERAts - a; -• 8A 1 . r . � �r t� ` �"� ' I .4.� - Y � �• �� `� ` p *. t--^- i .. A,� _ " t + t` i �,.�,:�wr� •i - xr' .-� >"k . _ '� {,11 I P +,� tt � _- •• ...`-.„ �' 1`I.• .. 1 �:"! + `� -���jti•. . ✓ .- ., '� 'I V�• ' .-'f.�' �•` `► 7 I � �.' + /-�j j ou 7�:q '" , 1, � /, _ 4 .� ,�, « _• r'" T4., � . � I � r• ' I � f 7" f�C1. ,/I�. . .v' .. yl r .:, r OU LINE OF CUltCR ":"L' r x _ -------- t ` f Do-:TZD TNUSx Y- —" .4,, ta+ — , HOWN w i ti Y• 2 +1 y � I .: � .,I � .- 1 'N.. � �_ •,^ .. �, 3 fir. � '. � � .� � � • FF ,� 4• � y -" a.— "` - • - _ �. CUP , r .µ l , Y _1 1R�''a .. .P" - M ate. ' , l' 1 • \ r � ,_ � .i � •( S _ .- 100`]' � M# PI^. +., .,..C^ r� � � � ' , � � � t ., � » �Ck33 ' -,,� ,,,, � ,w i - , � ( �{_�sy'r/�pf-�L" �V� ,r �h• .r+ w fAJ 7f- To 104 (fit .w ro�}�'-�' M �.N; ,�,µ:.._.�-.n�i-,r.--� n,�• �.4.i� ��� -d, r �� � � R IA, � OL -tow 11a town of Vail Community • J Development C! 0;1j I,,; r '` Plan Build Health . ..+. • ----. j,.�- �,. ►'fC+Cj E ' ""� j�+ �x t l♦c. ,.,-- -- I - S-WEI, SA(Ey.1r d. . I t •Y , r + '� s ���} I ,• U `J ® I� s - , !3•> -:M " 7 , Q µl ee FER IE•A U SLW Ilk �` � = � Sec. 303 1982 U.B.C.+ Validity of Permit - or r:bri of a cry ,1 o a ,.rov,�l�f� ,,: 400 moo, xx o +Y `'. h..i' .,� i� '�',C.rl '.,1t Le a petmvdt 0 � • r,'�' r, any viJation of any of the provisions l f i , .• -� I _.,.', .B .d � ' �. � yr - • yt , ,� � •� � ��- tllf L . _ � ��. � � bf �f10 , �R - t.•...'1�f�C �1,a j..� �' fr l l � ' �'' �'"' � 1� �' w' �_ ordinance of the jurisdfcatfon i�t�°�s� r r DY „,.•, l�Med upon plans, specifications and Oates Ori ��, � � 1 � .'. i.•. d'. -owrthe building official from thereafter o il fart III x w f - Y �, ti`; ,,-+r 1 �qxl - . 5�,�t TOWN N t7F —•�'� � r '►+�I1,� brrors In said plans, ,f1ca fors W spec ► - 4' + : "�i� + ..M , , ,► _ �' _ ,- -r•^+. +! q;�'x �1 i_ .-., •Iry r, ,,.� T�' 4�+•� _.��P, _. •-,+._ + `y• Lk .,. r. RU ae. apt it' _ x t �' -II 1 � +' j•��.�#r . . • of .: Pl-AN FOUNDATION � S'f•r �'�A{� �L`�'f�'.� - }' - ro t, 'F. _. -•.+:l.+y,rFn�. ► Mr •..�• . .. {` r g • (. FA f v � �; �� � �� I I - r• '1 ,--. ., '�,«An�� ...• � «', �Vii'` . 1411 , t it I - 79hj x Z°ter x ' 1 U 1. , �1_al!x 1_ ,+ n i x -II c. 3- I K. Z II x al x 2 G c x v► '4 4-c�+4 ,-814 G-8i4 Cu, 4-04 �o. -DYs E' CONCRETE R �N WALL 1� Sr'k� 5!� 5►� 5� 5�� 5�: �`�i+ IV . � s N ` s e. 0 $t.O'PE SAL'CONY TO FLPQ� I ;r`r W U) DFA+N AH' SHOW$ BY I �f a IIJ SejMMiNG PLYWOOD DECK ❑ + I . lT I • t.. XEA D DECKING 29R OWNER � l i � ! � _ 1 PRQti SRS TALD'rD Ibf 9 ' t CT 1 ACCORDANO$ WITH MFGR — - I Ki REQUI.RMENTS � 1 BALCONY WALL PER UBC Y Q I I I � z Lu N �- . + ! I BALCONY DRAIN LEADERS � � I I y �' 2 ' T -- - -- IN INSULATED CAVITY TO 1I i � DISCHARGE TO DAYLIGHT . .. N OR DRYWELL PER UPC �' 1 lu JL r� , R�$LD THRESHOLD ,JT %9 N ,r � ..► Y DooRB U ----'-VERIFY ALL CLEARANCES, _ — �/ RATINGS AND MECHANICAL _ 4 _ ROOM VENTI ION . �` `:/ `� fl _ > -1 ?- y ' REC�UIR�ILNTS IN ADVANCE ol C a v 5G I p $ -yf Fb -�, x BEDROOM k : . RAGE r M � t U u s 'RECESSED HOT/COLT? ; u` > -� -Q F}O{)D WINDOW ?RIM -.PLC�MBING BOX PER OWNER - SEE ' s � � Q Jv *RI R RLBVATjONS,: _ w or PROVIDE RATED D(7OR/ ! r" t' ` FRAME ASSEMBLY PER _ t KYER EXHAUST TO 7r -vi N I UBC AT GARAGE - -- EXTERIOR PER UZC ---� -� � '; y DRY EXH U F'ER --� RECESSED HO? COLD > UBC T EX�E IOR PLUMBING BOX UP `� UTILITY METER ENCLOSURE - U+'' FOR BOTH LIVING UNITS �' i .,- :. � ,,� • VERIFY UTILITY CO . �D 5 REQUIREMENTS . A H N I R U C L - U - ,` lots 1r I I ON. — L + � - 0 ►� tr' r P I I I _ Ia _ �' H I 1 R Cel Ca " _ - I —s1 LA DRY TH' .� j WOOD FRAMING PER UBCI G G + _ ,� r S d TFi :LY � - Of�l I N EC I , 8 , S � w r .ti `� W - l - = e — r LI-311 3°l� y ,r;r 4t �tl 3'4 - 1_ Ir81 ,314N 11g1 _�- x I—4� . ---- A _ _ w Ln I xf I � .� ALL IXTEir,10H FTnSHES SKYLICKTS—ABOVE a I{ C©NDARY LIVING '� -->-- = PER OWNER ` SHOWN j74TxEL3 z Wit, r I.;P 1 ALL INTERIOR :FINISHES `_w� 7 SHOWN DOTTED ___ �,, S YLIQHTS :61 f — - PER OWNER D v — —� I " 0 ar —,-}- G I _--MAJESTIC 0OVE FTREPLADE' FIREPLACE PER OWNER STORA ,�1 _� �,9 "` l I ,� 4 _..� a: ,. 3Yc INJiTALL20 PER MFGR. & .� COMBUSTION M - - --- WITH £K':zRT_O:? __ k_s-� __ M1 f • I ,,, •�,'"`�'^--- — —�_ -- ��>I+►1 G-—F���•� t7�►Q-W T 3'H S it R R 0 U N 1?r N G � AIR & GLASS DOORS INSTALLED ---- --..�I FItiIyKES PER OWNER PER M�'G R. & U SC - --•- N � ~ - I � I �,-.- •' No 4� _.. .._ MASONRY VENEER .N ___. MAIiOl1[1EY VE.N ER `3 Q SHOWN THUSLY- tg = SHOWN TI 1lE CHAS: PER l 11�t`+ •"r _ �,. - - _ � . .� `• ;M `N -'� -= UBC-INSTALL °LUES IN n U —N 1 . RATED F UBC INS L STRICT ACCf)A.DANCE WITH *rte „^; _ , =-'3 M I IST CT raGR. * u IQ? S: _ _ `' 0 � f N I 1 , P r [>� �✓ I 111 l! x' J o �i� 4 z 1 1 I + t a: 0 0 r �_ 1 i_ N 1—j L"'vt's ,z1 OII 2 may= r< 14��K 2 4�t x Z G.!'x 14� `� ',�` d �. �. 3-� a fa.Q 3.4 � t.a: 3-4�• o -Q ' + 4 . r. 7 r ., I . U , . T7c I UAjtD IL �,�.�+ a ` P, � r LF I { 5 R 4P C N -- 7S LCO C LUMNS PER ! G a � .{ ,EXTER� EVATIONS { I O V $�± ICA , I I a7 etc+ N - I 4 � -- .a0 t1'�.� r, , :_TINES 091 1 CONY ABOVE ' a S 5 a'�z I + 5V 51 ' •y+_3 N �C�$ ' -ro+l� 1'7` n '-I "Yx* 11-z131 �-5' w�x G ^1" �� I 11 , � 1 f , + ' + 11 '- P II �+ M ! a I �� "i•0 C� 3 n., .wr: ', `i 1 � �'---- •- ,rte , _ -- A PROVED AS Oar � �^ TOE 0 '-- `j'- tl � 3 FIRST FLOOR PLAN � �`� SECOND FL0 R PAN r� SCALE: 1/0- 1'—C" +"' CAL ? 4 _ Z !`�� ( �"�• I�,tv � ~ Y.. C ..:..7��.. ---.:.,.... .. .'SAT • �- � i � �v+�'CI--�i"G+G' , i � a0. ' ..,,......,.,. 'e LAA it! V Y TT ice- Rop ti i . t c 0 4H W .. 0 W F 0 6bAl 10136.G 3 M 9 t•, � C7 � d' � 2`Go'lt % Z-Cwt x V O �4 c.. r •_ LINE OF ROOF _o 3 IZGL — — 5 K to fl t ti cal` '5io 10 % G f_ st z O bLj I LP -rKU45 L.9 ; Fob BEAM 5Uf'irolz.T � K I� r. `'�8x{ d• � � d Uj 0) cc r1 +Qt 12 G � L. � rr BALGO` G - 1 O > '3/V ro I os � LCSE " k �I > t Y.t I 3- 77 robLAM Co a o 14 l I �� h I � u I I II j I Il V �3- t&r3L*41 CIL i Js y s[ / d a� 0 DOUBLE HEADER AT -- g x x ° W— - - aC, J KYLIGHT OPENINGS TVPT CAL— --- - � x y , -SHOWER STALL -PER WNER LU n . --..r^. r........... -,I-7''/L4U ZI- , BATH ( -- T LAUNDRY CHUTE .,�a 1 4C t PER OWNER - X1 n IL SECOND FLOOR rRAMING PLAN ROOF FRAMING PLAN W- P _ r C ', ��N _j SHADED AREA INDICATES DROPPED JOISTS FOk WATERPROOFING BALCONY _ —T,T —..•,T•.•`-- QPEN To LLvING ROO �W OPE O KITChIEN DROP BALCONY JOISTS AS y a MAY ICE REQUIRED FOR DEPTH / I { 1� �- BEt_Ow H ! -, T17 ' ` P OWNER-SEE OF StQ$L TO FLOOR DRAIN --PROVIDE FALSE FRAMING AT THIS EXTERIOR AREA TO BRING FLOOR ELEVATION , FLUSH WITH REMAINDER OF FLOOR,e, BOOR SCHEDULE ti��_.. � - ---- _ - � - _ ° r �J 0 A -�.. .�r z 'KEY DESCRIPTION" � �s �1�a custom entry door per owner ,�- -_"__ I hASORRY V N �' I „ W O M solid core, raised panel per owner 1� - f I . Contracto shad erect a &,ample „call using �K � � 9 P;oPosed scone for ",F buildiR v neor . The wall shall be representative of completed I e Fi a �` , '`s r- moisonry work with respect tQ qualities of appearance , matarials I, ' fC solid core, raised panel per owner ''� andstCOPOtruction .. . Stong pattern and appearance must be � / _._ - approved- by owners befor4 masogry .construction can begin. I tr s � _ _ 2 . 9,t-o" veneer shall , be attached to exterior wall studs with � ' J4 C] - 4 r_bi�pass chars with finishes � -- _ J per owner `"` i cotr ion resis ' sq% metal lan"or tiros. The ties shall THIRD FI�„ '-'� � � wood insulated overhead door Clad with i- minimAa 20 gage xn4 slAll be spaced so as to support not more / ?, 1 mat, ` iqus ire *es� t �f w 1 area but not more than 2 s than 24 inches on GOALIE: I1e. 1-d r din r trawtn � 5:a center air bi-fold doors per,owner 1- 6 rn x r� 1. Mortar ir�r - all stc:ee veneer shall be Type S . ! ' Ui c� - w I ' 7 pair closed doors per owner ~' d '/ GPI 1 ' 4 '` 4 K `s .r' ? - Y j t � *DOOR NUMBER 3 10 BE RATED ASSEMBLY `-' UB RE U I REMI_t� 5 T _.,._ _ - __ ,f _. ,•tea - I -... � \ t^ ' '— R-' .�; -r- v0 �. ST11 T rV I] U Ar 4-r#iK tANriltiG a ,ao: 4 T CS +7 s ! ARE SCHEOL ,WINDOW 'SCHED LE A _ d — , MARK C,►tA�oa Kc�swc M WOOD SIDING ON SHEATfII'IG °'x6 REDWOOD DEC K► SECURED w - ----- __--_,_-__. r - r� E r - OVER SLOPED FDMEXBRANEF ON J K ©ESCRIPr10N s o ,r. A ISw2668 ���,,�, I � a AS SPECIFIED R k I � F+ adbolt, 1�z air lautt �, u, J� � �,Y 8 1S�f3068 `�" '+�' ` ° FLASHING P V�AtL MINIMUM 18"-INSTALL PLYWOOD ROOF DECK-PROVIDE sz" co d :• ` A eyed lochre% de P _ r ,� C L .� - O Ct threshold weatherstripping inyes, _. t�zrta � ,� - _ C3042 � IN STRICT ACCL}KDAN,„E WITH t�FGR. PROTECTION BOARiX IF REQUIRED air butt hinges , door Stop * 0UTR,GGF,V,60(� .-,�-^� K` B knobset, 1� p C1842 REQIIIREMEIITS FOR W.4TERPROOFIdIG -- - BY WATERPROOFING MFGR. nd silencers lockset, 1a pair butt hinges , E C1872 ok �n SECURE :ftCKING TO PALLET SLEfKRS WITH C rivaehinges , oor s±on and silencers d dbolt 1 air butt F A3018-11 GALVANI�CU SCREWS FROM THE 80TTpM- D tl lack5et, dea P <y PALLET SITE & ARRANGEMENT PER 41�NE Y threshold . w,str}pping G' C3048 tngr►s. closer, _ _ - 5 PER f_Zf�2 --WOOD FLOOR JOI�'t , P ' air flush pull$ , head & foot track c _ H 018,36 -' ' a,g � W } '� u � �f" FRAMING DIAGRAM rs ?� zx, Y243 48-45 >�d phi r' jamb burnPe ., „ I ter) C 6 FOR :or opener with two remote o G � � w.str}4 � J SikYLI �,�" TQ" 5Y-I6 � � ►'" c'r,'�� � `�' PLWOOIlE DICK 00DTgH SLOPE O r .,:,,�. button ' in`T ` PROD t wall � r,� . _ _. __- ___ __ ... _ � _ - �- -- - --- ASR �'�� , adr II Wit* Veri fr !ow-E glazing with owr er in EQUIREU crawl foot track advan ce. I i. '- 4 M%l EGRESS HARDWARE + � SLUPE DLCK TO DRAIN TO CE' AS �� � �1N ADVANCE ,� , s .8r AND API R 1,.t E D t Ii1 AFPR�YEI� NTIMR?O �- ti �� t -�orrrat �EY1'EItE'� EdLAZiNn DI SCkIARGE THR!IUGIi TWO FLQOR I;RAI NS PER �' ' �,( i UPC & LOCAL UTILITY CO. -ALL INSTALLATION yl y, Al I Dws ablove, "Ceps sky)Ight to W I- � � PER WATERPROOFING MFGR. REQUI REMCNTS T Q � � � V .`-� N'^ '1`�`- F� ■ ft factored by Ploz z i Woad Windows. MIN �L.�1Y ,�. �t02'�: VERIFY ANGS.E CONTRAC �4R SHAI.I, 13E EXCLUSIVELY RESPONSIBLE FOR PROPER SLOPES TO DRAINS FIRST �Lf�t�f-� F r r ' , i� .r f .. --»-. Qll' AEI. THl►PIrZOID PER WATCRPR(}OFIKii t'IF aR, AND ALL OTHER REQUIREMENTS a WINDOWS WITH ACTUAL li k 7F7 Kv * r4 = DEClK / G BY--ROD✓ PITCH IN ADVANCE WLLLAS N r- -•- .._... .. ,G?r• tT' - --- _' - - ' _4 1 5; COLD--ROOF RIDGE �, A r � i � VENT PER DETAIL „ . COLD-ROOF RIDGE I CHIMNEY FLUE TERMINAL #1 RED CEDAR SHINGLES OVER VENT PER DETAIL -' -��~` CHIMNEY FLUE TERMINAL TO MATCH SUB-FASCIA COLOR - MEMBRANE WATERPROOFING AS SPECIFIED It TO MATCH SUB-FASCIA COLOR -T 4 01 DARK BRONZE CLAn WINMWS 1x11 LIVER 2K4 WOOD FASCIAS j � - - .- -- . -- -- � - � >' PAINTED AS SCHEDULED -' - TYPICAL AS OW��, � 2x12 OVER 2r. WOOD FASCIAS w w I - PAINTED AS S HE:DULED r' > - s � 1 REDWOOD .S - - F J _ Q u) t ❑ H ID NG AS SHAWN ,�1 RED CdDAst .K.HINGLRS AVER � • . .;, STAINED AS CHEDULED - MEMBRANE WATERPROOFING AS SPECIFIED _ - I AS SHOWN f'; T HEDULZD .w r �J w O '� o I I • - f, C) k —1 I L�7 cr --woaD (w;,YDQw TRIM C WOOD WINDOW TRIM ^'-`� � "WOOD BEAMS PAINTED TO i TO MATCH FASC..AS (r 4 MATCH FASCIAS ,3E SOFFITS f I f7 TO MATCH FASCIAS-- 4 �,p� j I VJ _ DARK BRONZE CLAD WINDOWS --_ - ` % _j TYPICAL AS SHAWN i RAILING CAP & METAL RAIL ' < > �'.. TO MATCH. SUE-FASCIA COLatty-r- ? J . Cr] u. F- �.. . 0 z I 00 _!NE OF EXISTING GRADE � �� WOOiJ COLUMNS AND CAPS I , ^`_� 1 TO MATCH FASCIA COLOR -"' LINE OF FINISHED GRADE -' - - - - - -I- - r a r„f,1 W. " 1 > C r VERIFY SEAM/CONCRETE - WALL ELEVA` ;GN FOR .., \ I A w ,.. (J I+ SYSTEM WITH j DROPPED BALCGONY JOISTS WATERPROOFING y L � C ]y �L UJI 1;2" PROTECTION BOARD AT I / Aa REQUIREL) FOR SLOPE NATIV.. FIELD STONE i I TO DRAIN VENEER, AS SHOWN - * ' ALL FOUNDATION WALLS OF �4� I£3 V�ICr �/ LIVING AREAS BE.r.OW GRADE ---° � � 57A It5 F-V,-4z•' r � -_ � �• �fi! SUBSURFACE PERIMETEf? - -"- NENGINEER G . EM PER - t� DRAINAGE SYSTEM IL TO DAYLIG::T .., »t -1 -" _ -` r ED GRADE 2 E F SH G DE SO � _�" .- .� � - o I WISH �I .. OF I E RA + I I OR D RYW E L'w PER O W N�:R -_. / T !A-' L Y D� O F F N'�C I A� VATI E FIELD STONE I � ' t N v CONCRETE SL' a ON GRADE 314dII�,�9KT. + �, i I I ` --VENE R AS SHOWN sT't�CCO SYSTi6M AS SHOWN y + Lik, ....� _ . ON FREE DRAiciNG GRAVEL I I I f - iN'C �F EXIS PER SOIL. ENGINEER-SJ,OPE -�-�1� +iD��y, rl- - -L� ,a �T - � _-._ -.. .1_-_�. .- �� TO DRAIN PER PLAN I----� _�. •>.:-_ +� N MB S MATERIALS LEGEND �Z_�� _ y T r� LINE OF FOUNDATION — SHOWN DOTTED I It 0fCA710Of Of SCRIPTION a T A B BATHTUB WITH SHOWER �1tElF SECTION I NORTH ELEVATION SOUTH ELEVATION I AFF -^JOVE FINISHED FLOOR a r RfFRI0EAAT0RIFREEZIiA :' '� � • -�f^.� MEDICINE CABINET (RECEBSEI,) p0 h poUGk oPETfINa `COLD-ROOF RIDGE DW DISHWASHER VENT PER DIriTAIL XIDGE ELEVATION' 1038 . 5 p� I FLOOR DAA1M #IVCA _ ROOM FINISH 9rDICATIOM (AEfER SPE�CIfICrATI0NG) d - fL&v -� INDICATES ELEVATION TOP Of SFEEL BEAM ' (ELEVI INDICATES ELEVATION TOP Of CoNCAETE FOOTING 1� J' I — EXISTING GRADE I-.L -RE"�1" CEDAR SHINGLES OVER MEMBRANE' WATERPROOFING AS SPECIFIED - �....^- FIMIBM_49wpE - -- -- —�•_ °�-- -- ..- y rr.., t04+0 ELEVATION •xwsat LAB NOTR 0} __ �,- - l4t i KXTCHING BRONZE CLAD *1000 FRAMID60 B.INOWN IN 9ECT10m fr' WOOD 'WINDOO TRIM _� --- _ S LI Z'a AS SHOWN KY_ TO MATCH 7ASCIAS -- - � •' CONCRETE SHOWN IN SECTIGr, 2 X 12 OVER 2 x4 WOOD Lea ` NPOiD INSULATION SHOWN lit BICTION REDWOOD SIDING AS SHOE,. �� / II / PAINTED AS SCHEDULED i OTHER INSULATION SHOWN IN 9CCTiUN STAINED AS SCH' �`JI.f;D`- - - � - 7 rIJ INTERIOR ELEVATION A_,G � t� �-� �w000 COLUMNS AND CAPS RAILING CAP & METAL RAIL �! ."`� - - �p MATCH .FASCIA COLOR —� TO MATCH SUB-FASCIA COLOR - - -- -- --- _ ___. WOOL? BEAMS PAINTED TO MATCH FASCIAS & SOFFITS I HARDWARE DOOR Br++BOI (REFER SPEGIrICATION51� / jam, I - I GROUP `,:NE OF EXISTING GRADE -YV1N60'I'r TYPE - I v I w:%Dow BruBOI (REFER BNf lFICATIONB) LWINDOW NOTE RAILING CAP & METAL RAIL. p11MO♦ ' SECTION iNDICAT101• ` TO MATCH Sufi-FASCIA COLOR 70 � BMT♦ IO - I DETAIL iN4TCwT1Ori M I MATERIALS & ----.,DARK BRONZE CLAD WINDOW{ ! TYPICAL AS SHOWN IVA COLORS LEGEND redwood stained w/01Y1110C "''°`` ''`" (�" " I - ���� WA.C.r� 1ZE�IJ�o�rtr.lC,: 4 OOD SIDING #920 Aspen Tan ' 1 ' co or to match ST0 co or STUCCO SYSTEM 9 50 �-�-- i_ - #_�154 SI( ) r - STUCCO SYSTEM `AS S t��p 'FASCIAS,WD>�. Paint w/Pratt 8 ambert --- ' Robe I ' 172A arsR I I i L7 TRT1� I SGFFIT5 Fri -�! TINE O_° FOUND-flit?I�ti1 ---- MAr•CCFII'NCa WOOD SII3IP�I(;s A': I � XATIVZ PiSLD STONE � � I :.' *x`' OF FINISHED woo Sys-FASCIAS, Paint w/Pratt & Lam�hert yEraE>� as siiowN I P - SHOWN DOTTED -' N GF.t�AGE i?OUx:. AS SHOWN WEST EL ION '� ° D ark Bronz- Clod by Pozzi _. _ - - _ -. .- — _ — I � I _ - - r �I �' 1eIevation -1 /4 . 1 -� C vow"', �3fANDARD E;ENERAL NOTES UEWl� NOTEI3 ARt' SH`0RT 3. FOR FLOORlt4G USE 3/4- TiCi aTURD-I-}LGDk 3UKR�TAL OR UNNECESSARY�jMgJCAT O BUJT' 8Fi0OLD NOT CONTAIN NAILED AT 6^ O.C. ALONG PANEL EDGES ANDSFlENTti1N{ $ I C1A ITEM'S N. E Lug" OR ALONG INjl:kf•!EDIATE S AT yn - B AL - Uf•PflRTS. - `,. Gy -.n, --+r•c 3F10RT ` NOTES tl►JLY. 413Q,[F"�I• SQhifi' DRAWINOC3 HAVE ROOM FUtt T'' NCITC4I I1,ET AN tr) ARE USUALLY CHIMNEY FLUE TERMINA.]<, _ I -wt� ", sir^^- •> �. FOR RQL31= USI' .:iS.. T1G a�/lE APA EXPOSURE 1 {'�r { aT �nr,,, N£L+kSfaARY. d T RA ING NAILED AT E,'• U.C. ALJWU PANEL EDGES AIJIE ,ATA)�, TO MATCH SUB-FASCIA COLOR �- Y_ ALONG 1NTFRnir.DlAf k SUPPORTS. 4 �. E x TER I UR WHLL: '-;HALL A' PIIIJI HAVE LAYE:R OF 112" : NAILED AT _ 1 i11 RED CEDAR J,C. PEEING K°uN!?L E;DtitcS, SHINGLES OVER S• TYPICAL FLOOR �� i�BF DIAPHRAGM T MEMBRAN WATERPROO `• S SHEATHING SHALL BL Tti£ THICKNLSfi :.HU 1 DI E ; SPECIFIEi�- ON PLANS WN • ' • k0 pip WITH THE FACE GRAIN PERPENDICULAR •4a ` C- EXTERIOR D1 SUPPORTS WITH fO i v Ai.CONIES WITH y10{,7D �. k:rJD JOINTS ;S7IrGC,E:RED. D•' GARAGE, i 7. INSTALL_ SUITABLE EDGE SUF�poRT by USE dF �� � I°f E c t}Op1M Ct�NL'ENTRr} kTQ L[3AA OR r TONGUE AND t:Cr pSF' GROOVE PANELS OR SOLID W L YCL l ICE;, E- WIND :at ,"1,;; BETWEEN SUPPORTS. OCiU t+LOLK)Nii I BASIC WIND SPEED - 1 _,__. -_EXPOSURE E. PREFABRICATED WOOD MEMBERS SHALL IlE TtEE TYPE NOTED ON _.--+ 4---�- T - - _ • E3i+ lMREE THE DRAWINGS AND SHALE_ HE '•TRUS-J()JST" - ---- !+ fn F. THE 9 BY TRUS-JOIST C- A5 MANtA ACTugEu ° _ - --- - - - _ T-HE ENGINEER. L E:kNATLS 5HCi1.L f+k RL v!EWF U NY - _. • ZONE 1 - LIVE 'LOADS ARE R -� - - - - - E EDUCE=D PER CODE IF --_ - ----. - -- - APPLICAIsLE• F PROVIllE; DRIDGIIJG �' R _ -- G.' - UNLESS QTM-R E. MIaNLiFACTURt.k'S kE{:CIMMENtrATlCiNti• L W35E_ NOTED ON STRUCTURAL GRAwirsG,S, _- . ._�_.. -- . Fp!�.±Dp- 1'r��r TRUS:;ES SHALL FE: GF:•+ Wi)OD _- - AneD/QR •JGN TO FUt.VlL1. 99Tk , •' LOADS NOTED' _• !' 0 I:D pN DRAwtrrri�I, ,E;.,' RE'PiulE+�ME•rJTS A. MAXIMUM INCLUDE CALCUL.A7 SHOP- D+7AwlNiij - --�-� -- - - fi1]IL, 1prJS t►Ntr BE=.AR THE STAMP U- D£S1GN. PRESE�RE ' 15. 00 fa6F j ENGINEER. A Rk:ClSTE al-D ---- �- _ B• CCf!VTRACTpT,EE TO FOLLOW A� RCO�tMENDA7IflNS IN - -- REPORT N0. Ae ' MATCHING BRONZE CLAD - .7v93G, BY INTER S!}iLd INTERMOUNTAIN A I N ENO I NEE R I INL3 LTD. ; •,.-_ � --- - - a� O SKYLIGHTS AS SHAWN - -� C• ALL FOOTING ! A• ENGINEER';; ACCEPTMiCE< MUST BE --- EXACT BEAR BEARING ELEVATIONS P STRUCTURAL SUBS 7 7 SECURED FOR rtt_l. T�`�.�'•'.� ^�- � - d E BEARING EL'EVATION'S SHt]kN ARE ASEiUtiEy, I U IONS. --�_- ___�,,,�, /-;\•` 1�1 - _ _ WITH P TU SHALL BE VERIFIED IN THE FI - '`. SDI�£i t<ur31 CQNDITiflEVB BY CONTRACTOR KITH Ai PROVAL LiFD 6. VERIFY A - 111 ER. LL CIPENINGS THROUGH F y" + �RACS, ROOF AND WALLS W 1 TH �- -�"••" -°` -- ----�_ - MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICUT[Or,i 11E`' -- _ -~ D. ALL FOOTINGS LOCATIONS, SIZES AND ARE 7fl REOU1 RtD NATURAL bL G'LACIyD IRK CONTRACTOR'S CONNECTIONS f � � AL SOIL OR P ON F COMP +akb ,- _ - ud.d . UNUISTURE�II, COMPLETE RE9GONEifElLLITY, -- -�- _-��- _^ -` - ROR,B COMPACTED BY THE gACKF 1 LL. AESPROVtD - b'l71 LS ENGINEER. BACHF I LL C. L'ROVIED ASPHALTIC MASTIC-CDA71rvG ON ALL STEEL AND WLIOIr WC)CJD BEAMS PAINTED TO 95X <MINI1'T'JM1 'STANDARD PRL7CTgi; SHAT-L BE COMGACTE;'I} kF_C11MhlENI}Ep IN THS DENSITY UNLE53 OTHERWISE EXPOSED TO THE EARTH. MATCH FASCIAS eSI SOFFITS ENCOUNTERED ' RE}t SOILS REPORT: JF SOFT OVE SOIL AND RECOMPACT WITH PPROVELET 22X 1 2 OVER rr '' ff D• SUi91�1JT SHOP AND ERECTION DR13+rINC,S TO ENGINEER F(,k 2X� WOOD LU FILL. iREt SOIL REDDR7 FOR DESCRIPTION O} FASCIAS SOIL. S REVIEW OF ALL REINFORCING, STRUCTURAL STEEL. LAMtNATE;iT PAINTED f{g SCHE t � � . BEARING WOOD FRAMING M£Mfa£R5 DUL,.y r- DO NOT PLACE. BACKFILL AGAINST BASEMENT WI�TLLS UNTIL FABRICATION, AND TAUS;: ,IC11bT5, 1Hk RAILING GAP & METAL RAIL � MANUFACTURER R I TEN REVIEW OR &MOP OF ANY ITEMS PRIOR YU � I! ,!� (f �� * 0 bA8T'MENT FLOOR' AND FIRST FLOOR ARE IN PLACE. OR REVIEW OE SttOp Ukr�WINGS WILL BE krvllkr_1.Y Al TttE_ TO MATCH SUB-FASCIA COLOR �� RISK OF THE CONTRACTOR. �,. f- UNLESS OTH FOOTINGS UNDER WALLS, COLUMNS OR GRID DARK BRC?Ida'.L CLAD W L 1 NE.S r I N DOW'S UNLESS OTEiFRWI�-NpT°ED ON PLANS, E. +•IATEKG'RC70FlNli, VALOR - � � TYPICAL AS � ' i � - •-'I � •'� EfARR C IRE, wATE;RS7Uv, ` .SHOWN X■■i a ' BE AS •SHOWN ON THE AAt_H T E.7+.., SH+-rt L f \ d. NOTIFY SOILS ENGINEER WHEN EXCAVATION I6 COMPLETED SO INDICATED 1N THE SP• I E:C7URAL DH�7FIlriG`s AND A-, I`G-/I EttFlcArIONS- +'O©LI f+tlNDaW TRI THAT ._CONRITIONS MAY BE INSPECTED PRIOR TO PLACEMFNT OF ANY FILL /'� LL OR CONCRETE. f TO MATCH FASCIAS ? F• ALL DIMEN$IONF ON ;ST--cTU iRAL DTeAwI1JU5 S14ALL iff, E:tl£ x / AS J .AGAINST ! co ., FIFI.D tiiACHI I!_[;T R U Ar_ GRi7WINiS• L 1.11 • G�NC ETF�r 3. PROVIDE EII+E:'f's - � _ - WNFORMING TO AI TC 117, 2$FV8, D,F. �'Q A. ALL CAST-IN-PLACL CONCRETE `3�EpLL FIE MADE WITH TYPE FOR L PflRI'L AND r^EP�tENT, STONE AGGREGATE AND SHYPL FOR SIMPLE SS PORT ME AND CANTILEVERS AND ZyFV3 co DEVELOP 0rJ0 PBI COMPRESSIVE STRENGTH IN 28 DNA ONE SUPPORT MEMBERS. MEMBERS SHALL Eft REDWOOD SIDING AS SHOWN R DESIGNED TAMP D WITH ZERO CAMBER WITH TOP SURFACE CLEARLY � � STAINED AS SCHEDULED f p� 19 CONCRETE SUP b" STAMPED EACH MEMBER. ! J PI itrA Ea E}gPE)SE¢ji alse OF FLYASH HE SHALL PEtOVIDE .�J:+r!N£R WITH UTTER INDICATING C087 REDUCTION q7 D• PLYWOOD DECK AND/OR WAFERFrOARt3 ��-�'.. , C 0 -- E1MN OF BID. P. CONTRACTOR MAY POUR SLABS-flN-pRADE CONTIN 1" PANEL THICKNESS SHALL BE A5 SNt7wN ON A CONTINUOUS APP THE W ..! s a 5 L E 0 . JOINTS. I D WC T CAT _ D O • u JO �+NlI LON RAwIN COLD . .N T Ci. M �. SHALL NS . A Jd L AND CAPS f INTS SHALL BE SPACED 13 FEET AND RECOMMENDATIONS L Bk !N AERICAANCk L rEl TO MATCH FASCIA COLOR lr r � � SRWCUT J` DE",F X I/Q". WIDE WITHIN 1e HOURS AFTER POUR- F TEES X.,�■■i ASSOC ASSOCIATION. AMERICAN + LYWtA)L, + J ING. . CARRY ALL• SLAB REINFORCEMENT THROUGH JOINT, - � - � • •• 2. EACH PANEL S �A rl----FOOTINGS RPID WALLS SHALL NOT HAVE JOINTS IN A HORIZON- •�•�- -L BE IDENTIFIED WITH TtIF NATIVE FIELD STONES _ TAL P"rZ - GRADE-TRADEMARK lr,y i ANY STOP IN GVERTICA WbL4. MUST BE MADE HT ASSOCIATION ANt3 OF THE AMERICAN PLYWOOD VENEER AS SHOWN --° --� W • THIRD POINT OF SEAN WITH VERTICAL E�UI.HHE:ADS AND P-!tIRI- SHALL MEET THE REf]CllREMENTS C! - � �- P y U s• PRODUCTS STANDARD PSI, LATEST EDITION FOR !� _ ! ERUCT SHEAR HIIY$ UNLESS OTHERWISE 9FtE3WtJ. ALL CON- PLYWOOD, ALL PANEL6 WHICH HAVE ANY EDVE pk k �� THE ENGINEER.JOINTS R. SHALL I3£ AS DETAILED OR AS RE=VIEWED ElY SURFACE PERMANENTLY EXPOSED TO THE! WEATHER SHALL FINE OF FINISHED GRADE �- _-r ST C�a, SYSTEM AS THE ENE3Ir.t„ER" BE O ; �- �� ShOWN I .. BE OF THE EXTERIOR TYPE. �� I D•. ALL CONCRETE WORK AND REINFORCEMENT DETAILING 9 HALL Elk _• J �� R, IN ACCiTRtN3+NCE WITH ACT BUILDING CODE 31 d-83. J �E NOTED rJ!Tt+"W-18F ALL EXPOSED EDGES OF CONCkETEUNLFE3S BHAr-!_ )kAv /y"C" CN-:64PER. USE STANDARD HC)Gxfi IItJ ( `'WORK flC? r(LS UNLESS OTHERWISE NOTED. LINE OF FOUNDATION �fe.�.r� J SHOWN DOTTED - - r. •_ �- �- �. 1��"" -_ -LINE OF EXISTING GRADE A• ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED D BARS - CONFORMiNG TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS 1- AND PLATE ANCHORS WHICH SHALL•^Bt DEFORMED BARS, ASTM- .- DESIGNATION A615, GRADE= 40. -T r# rT T B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL. �� ! � ✓ E3E: LAP^GE ER. FULL MNCsit AT 91 DE AND FND aPLICES AND A h W1ErEP)" TOGETHER. EXTEND WATERPROOFING MEMBRANE 000 SHINGLES END MEMBRANE MATER- E� 1 � ELEVATION r � C. COORDINATE NE; FIRER REINFORCING SHALL HAVE FIBER LENGTH UP AND OVER CONTINUOUS PROOFING SYSTEM ON PLYWOOD ROOF � !� COORDINATE WITH AGGREGATE! SIZE A5 PER MAN�IFACTUR£R'g BLOCKINGAS SHOWN EACH SrDE DECK. AS SHOWN (TYPICAL) �,�� ` ; h•,-, RECOMMENDATIONS, AM0!JNT OF FIBERS SHALL, BE fT MIIJ1MUt1 OF i•E LAS/Y131) 3 OF CONCRETE 0'R THE AMOUNT RECOMMENDED UY-- � - - ltiE Mrr,fUFFtCTURER WHICH E�VE.R IS GREATER. Zx4 SLEEPER ON EDGE AS :. P;G. ^t?WT[3'•-_'DUMRE"D - SHOWN. 1). N D. N_LNFCRLE •EN7 PROTECTION. MATCHING � 0- AGAINST BOARD AND t - , ' INSECT SCREEN CONTINUOUS � _ _____-- - • -r.o, f f • w -r - E • - . --_- 1 e. COfrC,FtETE POURED IN FflRi+•; (EXPOSED TO WEA'1HEk Gk �� �. 2x6 BLOCKING WOOS} SHINGLES -OVER. .3. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 314" ; AS REQUIRED 10. Z��M !O ��}�- 7 II 1 _ - MEMBRANE WATERPROOFING C:. NO 1'IpL.ICEE, OF REINFORCEMENT' £'►[EPEE BE MADE EXCEPT As 2x4 SLEEPERS dtr' � � _ AS SpECIITZE� DETAIL,--D OR i►L1TEiG:iIZ£D BY THE STRUCTURAL ENGINEER. LAP EDGE AS SHOWN OVER / PROVIDE CONTINUOUS FLASHING DIAMETERS-41E'IERE PERMITTED, S'HALt. BE A MINIMUM OF � E�AH - � AT WINDOW SILLS A5 MAY BE � -INSULATION C'�ETJUI EL pIAMt€TEE?3 _tlAli.TC6+a OrEiER4EISE NOTED, MAKE ALL HANS PLYWOOD ROOF DEC U N AS 5 REQUIRED ------- - - 0 , .� AT Ra[}F' JOISTS .i c LAN T I rvrJtltJS AROUND s�,Rn,a:;.2�. -�---,----- F. f't.ACE TWC! a'S (PER s" THICKNESS) 6iITEt_-2•.--p PRr�JEC7IE:,N � SAY WINDOW BEYOND ,,,', Ei ARC)IJND-� ALL CIPENINGS IN CONCRETE - Wc#E.-r.g,, SLABS, AND f` f - r `- - BEAMS. ALSO PROVIDE TWO MS X 4+-0 DIAGONALLY AT EACH 1 • I:rTRNER. Ei•' CUIJTINUDcre-i0t-• AND..I<.OETDM BARS IN WALLS AND k<E.FUtiy S"-ILL SKYLIGHT AS SCHEAtILID j RE SPA'-ICE=D AS WOLLOWSt TOP BARS AT MLDGPr.N, BOTTOM NABS OVER SUOP'ORTS. H. PROVIDE ALL ACCESSORIES NECESSARY 'To SUPPORT REINFURC- _ ` LNG AT -POSETIONS SHOWN ON THE. L'L-ANS. ALL REINFORCEMENT CONTRACTO SHALL BE EXCLUSIVELY TWO BEAMS PER � �� P + � WITH BE HELD 31 -77.SFCURCLY rN PRnKR pas17I1]N IN AccaRI,ANC� R , RESPONSIBLE FOR THE CONTINUOUS FRAMING DI. ��`�e�`�" ��`� I�ui- lp WITH AcI 311j-77, " rciLsGE GERM PE FRAMING DI AbOF _ 9GRAbd : �"+ � �� FLOW OF COLD ROt?t~ VENTIAATION'�.rr RIDGE s FOR ALL AREAS OF THE ROOF � IU a ! � rr��FuRHa�-_.��-"•�-�, �I- Qr�.,.4 !- I M� m ALL STRGCT6RPIL S°EEL &44t-t_ CONFORM TO ASTM 10 Z 2 SPECIFICA- °� r TIONS A36 EXCEPT PIPE; COLUMNS WHICH SMALL CONFORM _.TEJ WOOD SHINGLES OVER MEMBRANE ASTM A53 VND, TUEtE COLUMNS,TO ASTM A500, GRADE 8. LATEEIT UNDER- EDITIONS. t1WCHOR POLL SHALL BE A3Q7 STEEL AND Mlst i- LAYMENT AS SPECIFIED INSTALLED IN - --__ LANEO S, EMBEDDED ITEMS SHALL BE A36 STEEL. STRICT ACCORDANCE WITH MFGR. REQUIREMENTS 8. STE�ICTUR�?L, STEEL StiAL•L 9E DETAILED AND FABRICATED IN ALL INTERIOR FINISHES - ACCO►YDnNCF; WITH LATEST PROVISIONS OF A1SC "MANUAL OF � PER OWNER STEEL COPN!ITRUCTION. - FLASHING AS r' ROOF FRAMING PER G. UNLESS OTHERk+l15>; NOTEI3�" USE STANDARD FRAME NEAM Eat�{I!k SPECIFIED LIP ROOF � / �� CONNECTIONS WITH STET; ADULTS OR WELDED EOUIVAL,F.IJT. DECD', MINIMUM EIS` AS FRAMING DIAGRAM BATT INSULATION AS SPECIFIED STAIRS/HAHDIAIL5 PER UBG� F } SELECT CC7M1tiNEt:T I OEV AT- )CH SPLICE TO 5Cl1'P(]R T 601t THE SHOWN WITH 2" } TOTAL IJN!rC1Rht LOAD E A!- TY FOR EACH GIVEN BEAM ANU DRIP EDGE j SPAN. - - - PROVIDE CONTINUOUS INSECT ! 1-_ D. MINIMUM WErD5 TO BG fi w � pt+5 BUT NOT LE66 THAN 2xI2 OVER SCREEN AT INTAKE VENTILATION -- rL k2 1015;7 III 3/16- CONTI>tiWUS FILLS OTHERWISE NOTED. f 2x6 FASCIAS FOR THE COLD ROOF FLOW `�` _F• t ALL WELDERS.,SHALL H, At.,% EVIDENCE OF PAS; , ,Y THE AMEkILAN ; w<LDINJ s0CIETY PARD QUALIFICATS TESTS Ak � ` WALL FINISH PER OWNER t � ' CO NCRE:E FOUNDATION DETAILED !N AWS DI. WALLS AS SCHEDULED 2x4 WOOD SLEEPERS ON EDGE i�. ALL FRAMING-AND TRH LUMP AS SHOWN OVER PLYWOOp - - -- COAST REGION VISUALf, GRA ,L bE URY I�OUGLETy FIR, _ �LCIWS 1 - ROOF DECK p � E- 'THICK - 4"WIDE G STUD f E. . 8t�u a�► - ! ! - TtilcH - Ei E4 WIDER 'A Nl3. 2 r� tU P" I f`� � ' l H4Kry THICK - Ear" A WIDER :. `, w ND. k rt Ps► ! } 1 1 NOTED i'.LLOWABLE J'TRESSES ARE MINIM 'S "Nu r;: , OETITIVE SOFFIT AND � GLI✓a.£' LIS::fi PRIOR TO ALLOLJRBLE STRESS INCRf BOARD AS SHOW Ir N I!_�" - � 5 7[ a LA f. 407 p EB. PROVIDE � X v CRgE9 BRIDGING NOT OVEr -. V- ,.�c�H t ALE. WOOD .7C7IS. AND EX SOLID WOOD E3 ? +� 15, I tt1Z. SU - �+ ►ILL SUPL4F7"a. FASTEN ALL wA4D MEM, I CONCRETE SLAB ON O B SURFACE PERIMETER NAILS t3t7E+DINCi TO THE SCHEDULE i ON �! E. T RARE ,�DRAI2YAGE SYSTEM PER LOTTED. - ROOF E A V E C. LAMINAIFD IE$£�Mj, IQ` NGINE `• DRAINING GRAVEL SOIL. ENGINEER-Z'YPI,:Ar � PpRol i ouR SOIL ER -Z.0 5; T. ALL LAMINATED t'PH AT l SHALL' E+Ps� r.4 � .4 I�Ot,GL.A r �'i R LARCH AT 1 e PERCENT t1f�1- I N ;7C'Ct]F'?WCE WITH NCL I S, ALL SIZED NET. +,. LAMINATED MEMBER SHALL BE DETAILED AND FABRI BUILDING I N POWF LANCE W I TH T HE STANDARD SPEC IF ICA4 101� e AM D;;SIC3tJ MBE FALATESTIED OF AS PULLIHAL � � E r TI ON LAMINAT!'D TIMBE=R, LATEST EDITION A3 L+t1IU.lStii�"� if •�• S r.. -,. --, •.c+fir ' - ,. z FE- ------- -------- --- o F, E1 LI 'SCAPE LEGEND F;------- ------ '_--------------------------- cn Z KEY SIZE DESCRIPTION p 0 __ _ __ (jJ- -----------�--------- SS 1 1;2" C L . -SHADBLOW SERVICEBERRY Q 4 o W AMELANCHIER CANADENSIS q x b, [T CS 6 ' TALL COLORADO BLUE SPRUCE Lm I PICEA PUNGENS GLAUCA CJ 6 ' TALL CUPRESSIFOLIA ERECTA JUNIPER JUNIPERUS SCOPULORUM BJ 5 GALLON TABLE TOP BLUE JUNIPER, JUNIPERUS SCOPULORUM AC 2 GALLON ALPINE CURRENT RIBES ALPINUM RD 5 GALLON RED TWIG DOGWOOD w CORNUS STOLONIFEREA z COLORADENSIS O -------------------------------------------- _ NOTES : z . U� 1 ) SOD AREAS SHOWN ON SITE PLAN SHALL BE IRRIGATED. '�>' ii CO 2 ) ALL REMAINING AREAS OF SITE NOT COVERED BY BUILDING , PAVING OR SOD SHALL BE . a Q REVEGETATED WITH HIGH ALTITUDE GRASS AND 4 J WILDFLOWER SEED MIX. 0 3 ) PROTECT SITE FROM EROSION CONTROL DURING w x J CONSTRUCTION AS MAY BE REQUIRED . -J 4 --------------------------------------------- Q > > J rH . O z g O NEW ELECTRIC SERVICE 0 F- o V TO BUILDING PER LOCAL 67 UTILITY CO . & NEC ? -� W �- 4 25' E 70.7# --�~ 1024 a m W EXISTING TOPOGRAPHY SHOWN THUSLY--�_`Y--r----- _ - ' • I U ZZ W 022 -- --_. --UTILITY EASEMENT 1024 FINISHED TOPOGRAPHY --- T SHOWN THUSLY io2o I o l a 15' SETEAC •OUlors t7 CONCRETE RETAINING WALL FINISHED WITH MATCHING I 1 STUCCO AND MATCHING STONE CAP AT TOP OF WALT, — d c)I M _ I ASPHALT DIVE SHOWN THUSLY - ---- 1W 13 { ARROWS INDICATE DRAINAGE t� AWAY FROM BUILDING y.; � a P R E L l M N A Il E Nab' FOR _ 0 Z � 6 � � yea 0 '� 1 C NSTRUCT10N FENCED TRASH ENCLOSURE + > 0 + y FOR BOTH LIVING UNITS Ell 0 1 O I D ti >« E4 z j E+ b O w z E' ' C7 tp n.[s' W pf1 ' 0 r ts1 54 I 0) !9 W L0 �:' 0 0 o C4 t C?J6 a I r d [7 r ! Cfl r U '- O i O; O z r4 a Z fO04 r��s.at - 5 I w a ca Lo c 101 : • MI H ID p 0(n > ul I SOD A'1'I'y ILL 0 tJ k + OD ■ - ` I Q .�.� .t OLD cn w _ I QOC �,,, . TINE OF DEC,, SOVE Q a H 1 0 0 U EY+ 20 SET ACK1 _ IU Q z co > at SOD x 19 SERVICE TO G I w © x TELEPHONE I Co ' I� o i WING PER UTILITY I�d4 M1 ►.Ift�iYE ch ►+ C4 X 04 Io L) GAS SERVICE TO BUILDING - L' & UPC---f_- { PER UTILITY CO fs, 7 1 5 cn SEWER SERVICE TO BUILDING r S 39 PER METRO DIS RICT & UPC ( 50 ' ) C H A MO I OQO� 18" DIAMETER. CULVERT WATER SERVICE TO BUILDING WITH FLARED END CAP PER METRO DISTRICT & UPC PER TOWN OF VAIL ENGINEER 0 Z SITE PLAN w w SCALE: 1 ° 10`--0" u- --' CONCRETE RETAINING WALL F+ O O H - — — XxU Za � cn z + 0 w Q W < w D ca � a. Q I r GARAGE `0 I BALCONY w z w cc cc 0 t Q 0 J i BEDROOM U) o w J V V LJ Q O > > Y I mLL ~ '— ' a Z 00 l AGE MECH BEDROOM I 0 � z i 0 MATCHING WOOD FENCE FOR U) w . �; �� � J /, TRASH ENCLOSURE FOR > � BOTH LIVING UNITS fI f� 9 LLJ M LLJ 1 BATH UP UTILITY METER ENCLOSURE UP I -- � ' I LAU DRY J _ FOR BOTH LIVING UNITS r' 1 1 ---A- - O 0 < 0 I — T �d _ UP 0 LAU S TA 111 40, B�� i I DN i BAT - � i , 0 T R ai I_ PRELINAR — -IT cr Al KIT ' NOT FOR 0 > O = C0NSTRU +CT10N _ — I , - SECONDARY LIVING KITCNEN z UP I UP 0 VJ k STORAGE LIVI�ILG-.- QOM > - - _ —! :D © ', I a °m n I DINING ROOM < • L---- _J ae rn x 1 0 c w ° o _ r 3 to 0 - E- tip O W. OD 4 eaw � � xw C � 0x (f) QOH - � � " a H a I BALCONY _O o 0 BALCONY COLUMNS PER E� EXTERIOR ELEVATIONS-----,,,___ era 0 :4 gnQ0 cwi � oX O O LINE OF BALCONY ABOVE---� re FIRST FLOOR PLAN SECOND FLOOR PLA APPROVED AS N OT SOALE: Ili": t'-o" SCALE- 3/�. d-0' O c . a` '� z W W V co 0 xyv �Cl ` z E• O g �a 3 Z E+ W U H C) D W rn E-A (n H V) Z Z -a 0 L wr' U cn Q W Z z c w Q C? 1 co a a ui Q BALCONY MASTER SUITE GLOSEJ p co u- , f . o z m OD 0 Z 0 � Q U ° 0 UJ > J m LL! �••.. LLJ n: Z3 7x BATH DN. T R {------ —1 —�— — — OPEN To DIVING ROOM BELOW OPEN TO KITCHEN P R E L I M I N A R Y BELOW NOT F O R C0NSTRUCT10N Lo cl 0 a U aNw co cn � a U -- � � w ° o ° z > F" © z ctia a4 as c: cn I 00 j Q4lz = N0400 — --� — a > a Una � z 6 �c z � E. aao �c 0, 00 in � Da x THIRD FLOOR FLAN Cx3 Oft U o H SCALE: 114% APPROVED AS NOTEDI Q z w B`1..._. � ...... ..__._.._ -._-......._ �3 0 - r`-°- CHIMNEY FLUE TERMINAL TO MATCH SUB..-FASCIA COLOR 1-. G-', �_- O " 3: zH #1 RED CEDAR SHINGLES OVER D _ � acv, • � G` SIG AS SPECIFIED DARK CLAD WINDOWS �a o? �+ MEMBRANE WATERPROOFING 'TXFTCAL AS OWN � � z z CHIMNEY FLUE TERMINAL j" 1039 ' 5 '� TO MATCH SUB--FASCIA COLOR RIDGE ELEVATION \ Ca fJ z_.. - 103 . 5 \ UJ F ELEVATION 2X12 OVER 2x WOOD FASCIAS IJ cn 4 a } - - RTDGP ELEVA t�1 PAINTED AS 5 REDUCED 2x12 OVER 2 4 WOOD FASCIAS r , _ PIP PAINTED AS CHEDULED �\ �\ / i AS SHOWN RED CEDAR SHINGLES OVER _ MEMBRANE WATERPROOFING AS SPECIFIED HEDULED REDWOOD, SID NG AS SHOWN STAINED AS CHEDULED W z w r - O • � YI cc l - � WOOD WINDOW TRIM � � 0 O TO MATCH FASCIAS J -WOOD BEAMS PAINTED TO W J MATCH FASCIAS & SOFFITS-- '_ `" 4 D > WOOD WINDOW TRIM - � CO U. TO MATCH FAS(;IAS-- �� — RAILING CAS' & METAL RAIL � F- 0 Z TO MATCH SUB-FASCIA COLOR 4 c4 � DARK BRONZE CLAD WINDOWS L — A _-- TYPICAL AS SHOWN - ? 1-° Q WOOD COLUMNS AND CAPS 0 TO MATCH FASCIA COLOR ""� _j LINE OF EXISTING GRAVE -, --- o � LINE OF FINISHED GRADE -) w � � .-- NATIVE FIELD STONE VENEER, AS SHOWN - STUCCO SYSTEM AS SHOWN - LINE QP FINISHED GRADE NATIVE FIELD STONE LINE OF FINISHED GRADE ---VENEER AS SHOWN EXISTING GRADE SOUTH ELEVATION LINE QF NORTH ELEVATIONZ-- PRELIMINAR-_ i t4OT FOR CONSTRUCTION' RIDGE ELEVATION - 1039 . 5 0 �_- #1 RED CEDAR SHINGLES OVER 0 Q H MEMBRANE WATERPROOFING AS SPECIFIED � q04 W m E-4 4 y • w d' U _-- __ ------`�-�----------- MATCHING BRONZE CLAD... 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