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HomeMy WebLinkAboutVail Commons Building B3.PDF I• 'l FL A,- ,�.� EAvE Jj \ � R 1 DETAIL ac a L z S QUALITY CONTROL The moisture/density curve shall be developed for the different soil types encountered in accordance with AASHTO TI80. The field compaction tests will be performed using a nuclear density method in accordance with ASTM D2922. A. Utility trench backfill under roadway prisms-the frequency of testing shall be a minimum of one density test every 50 lineal feet of trench per lift and as directed by the Engineer. This testing shall be accomplished whether the trench is for water, sewer, gas, electric,telephone, or cable TV. B. Finished sub-grade-the frequency of testing shall be a minimum of one density test for every 50 lineal feet per lane and as directed by the Engineer. Proof rolling with a loaded rubber tired dump truck will be required prior to the sub-grade being _ acceptable. Proof rolling shall be done after specified compaction has been obtained. Areas found to be weak and those areas which failed shall be ripped, scarified,wetted if necessary and recompacted to the requirements for density and moisture. C. Aggregate base course-one in-place density,gradation and Atterberg Limits test every 150 lineal feet per lane of aggregate base course of each compacted lift surface area and as directed by the Engineer. D. Hot Bituminous Pavement-two asphalt content and gradation tests per day's production. One in-place density test per 50 linear feet per lane per lift or three in- place density tests per day's production or whichever is greater. f\everyone\andy\96 admm\pavement 822 ► i - • R� •• • I w � li� { PER CpOj,_ 1 EX SMH $4 84' FA SMH7986 31' / STA 5.'83 SO-16.ET, TYPE 13 COMBO P J RIM 79 7977 05' RIM INSIDE r 1 C/ , ' l 1N5�5$.�A�pp,RDS M"60 4_1�'Ex:�1N1.E� �UCT NW INV � 7977 0 0 DRIVE OPENING — . , T STRUCT X 7969, I EX SMH 5 4A' , ,,LEI 7992 2� E : 7996• �� y M a 69.70 mot- RIM 67 4 ' - RIM ¢ 797 �-� --- OPENING G RIM RIM 79135'2. } PTE c „ 79 ¢ 7964.8', °RI_v. _ �" GN 65.00 1 INV NW I NV s 7964 Y L_,� DRIVE OPENIN SE INV 7985 8 � � 8" I --�_ -�" __ NE INV y �M 8; 11\41 --g- WIC E ;\7967,95 A V E G G RIM INV 7960751 ` CHAMONIX L $" �W 1NV 7960? _ s S CHAMONIX LANE ® --_ I��PEN� TRV�� If I S S S 6 TCI t a0 4 ` OR I,E INLET Sj TG + _ _ +o f U �I �NINC�] RIM " 8 iI J __ `� r F ^ - 4 � ._ - -- _ t � ,+.».. __, - _ `- ,",0,7,7 •t` _ __ _ .� '� ~^ -'� ! 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TRENCH— / p 1 82.8 +� 't I �? y 4t.W ) f • ' _ - - ARE IN AALI THE J h 1 All B E LOURS ASPHALT - - DRAIN x' , . �A1� q' ,, ,�' „ 11 11 f TRENCgITE BOUNDARY I ill + \ � -~ - 11 t �3•' y w ' mow' ai ,a r ` '+' 'ill ! Wes P A IN Op WALL s 58.0 '� b �.` ++ 0' r 1 1 1 ,►.• . ., ;.I „ ; 7960 t _ li i 1','I �II 4111 I II� °�' o t • E-- 1_z , .'•.' `' y ` f', ., r 9 7 0 7t.o N N g 4 11 ,y tll11 '11111'll ;{I1,'I1,f1,`I1I'y �7 2.71 6 Ju�1`h;'l I 1 I ' ��I' • I' . ;. • _ 1 1 ' 11 , LLL..��...------^^ ' , ' {� � (�•tp1l-. •, .a °*,•) +it';r' is ' _- ._ � ' ^l , l ....-•r ,NV1 N , , �n 1 ` II�,,IhI , � I 1 �1 1111y ' '• 1 �� ,, � ,� , �• 'J,, ;'• `1•, I -_ -_�.-: _ _ -- SM •' " ... CURB & WALK G I' -1 �1` ', I�I11 i Ik r f ;-- t'"- - = VIII ex y 7988 57' C O 5 x t1 1 i 11V� 1 ,II r �' IM 9 O , 79� k- 1', v 1, �` 11 111` t1i1 11 1 IIII��II 1 7 ' R V = 797 , • �' N �' 1, I I;II yr SE IN V 7 79 I 1 P o 11�111111I1ii1 1' Ill�j'II'111 1 I I1' 1' 1 ,4? 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If1 ,11 ,1', % .16 1 I I� ` fI 1 1'r '"J',, I /r ,, i , , 1' ''I' I�yI III 11 I,II v f' a 1 1 DOT I P V 1 y }S;j ,I'll 'I II 1 11, 11, I�II I1t i 11 1j I �fl, ir1 ' J1 J J �',l.i 1 I - - 1,! 1 ,R , ,ILI ,111 ,I�r� _ II, °' 1 )t! 0 gD..14 P 1; 111 1 ,'ll'1 I II`1111I11,1• �yll III ',� !�j/1, �lr/ I• ,; ,r„; L l i �I'jl - 1 Is� t r I ( 9 ' A LET' T -6 1 I �;,, A ----• l 1'I t',, 1, 1�1' 111 l 1 � - I�J, �j r �;r , 1' ' �•'K I � I;I11I , n '1 I I I 111'` 9-' 'I I s ( M g $TANG S }, -' 1 7961 5 �- GRATE 51•aD �`-' ALL SEE I � I', 11�I'„111,I;IIII'111111 1i�h�� 11i"I �I� 1 � `' �' �''�i��1' ,��1�,��1%;,i, r 1• ' '77 I i INV # (17.2 �` �AtNING W LpNS ALI-I'c 5 ;lilll�l i1'I 111111 - TUALP I TOP W 1.7 1111 ,111 II 7 82• i1 . „ ; '' ' ° 1 111 III I ' 'II 11 , ING WALL I t, ) ,..� STRUCT ___-•• T WpLl. 5 7982 5 '1 -•'�'"_� � / , �!J,1 ;JI •�•',,�5� � ``('i I„Il I III ;411 �!, III I� 1�'� � + RETAIN - 8 ,0 'v. i ` BO .9a, • r� 1 I 1 1 t '�” 1; 1111�I 11 II II 1111 I u;l �IIII1, OP WALL 7 �1 LAC � � ' + - _1'� � � -- '1 r �.?' ' l� !r 1 7T?9: ; ' s. .� __ T 82 7 l �� R ANP LT 11 1,Ii111 1111�1��1;1`` _ i(�I,r �; lir,! r a. I 1 BOT WALL- MOVE �ll SA`hCU HALT W I 1 1 1111,1 i 111 i - 5 EXIS NG A EG 1 I fll`'`f111�'1 I I I _ 1 x 7983.16 N l 1 ',•II 1'11 1 111 1� - - - 11 -•-� }' } 1 yll,l 1'l'll, ° _ ,1,,'' , ,;, r , - ' ' 6 � 4� h ,1; 1 II � lJ I•. i 1 '1,11,1 iltl 1 1,1'tll + ;,'I ��prTJ'�� ��/ F• � 1 7)61 25 ? 77 24 t •,.1�` ,' ; J + ! (•) 1 ..--^- I 111 1 1 � _ ! III 7982.8 7983 16 "°� 179 3 g x ' I 25 '079528 7961 x•.111 } 1 },III lll'i `1 'Itill'lll'1 hr,; 7r /�rf�,; �I ; 77.23 J�r , �' r,, I I - - - I1, 1t1`I,1, 1 ,rl I r, /rr ,,,,,1,�117 I ` •,I ) 'r ” 'r ,� r Ir,"Il�! �� IN ' BANK 6. -y aI I 1I 1• - - - i 1 1' II 1 111 ' 'r I ,l i '4''�iT ' I J'lr),' 'l r' #f 1 PRINT SHOP D `ra.y� ;111'1'11 11 I1 ~ /nd "r; ��lr 1�,. r ti� =�= /If�' 4r•ll'J''l o II' -x7983 16 l TYP 1 t' x 7983.16 ROOF ��RH� "y 1 t ,111111 '1 II _ a 1 1'�� ,1 �I ! l(,rll i,r '1,�1�11/±itlt rl, „ 1. t 1 ,. ll�I�lrl�' r C01 I J S 1 � ^1 I I y b. 1 I I I` 1 1 ,1 1 1 l �' -_'1:,111'!11-11 1 1 `1 1 1 1 1,111 I'1 11''I'I 11 1'1 11`�1`1 --_~- 11 wr► ` � —�. "—— a� 11''f]'11,l'il�1'1��1111I 1 1 IL,1,11'{ �, Ij1 JJ,',,', 'I,��,l�,�, ,r�J,l J/�,''•,,/' irr;',r 'r Y 1 1 1t-�"1'�, '�• a 1 1I1'l!r'rt" C B RI C �'I 7. 6 "AND REPLACE EXISTING 111 SAWCUT, REMOVE x 7983 OS • 8 CLASS 6 796 • 982.75 aa" >� 7882 75 ASPHALT W/ 3' ASPHALT ON , I I 1 AGGREGATE AT SASE COURSE. , 1f1 '11'11 1 111 'lt 1 '111 11' r ❑ ' X11,11'11j1 il '1111 ' ' 1, Vlir IIJ i,i,� ' ri,i rt ', �1` y ��"�'' f Jr'1!j�,1 1 �,• „Y'±' 1' 1 lu•r/ 1t 1 �',II 111 Ii 1 111 � '1 ,1 1 I I / 1/ 1,I «I'w � .�`, ,'I 1 r, .1 4'- S' " ASPHALT PARKIN( ' ' I � lI;'�I I 11. ❑ 1111 ���+r// '/' r+ '''r' ,J 74•p� �� ,', --• _ '"�', �° i ',, , , 'l.v , '1 ; • T � / ' „, 1 1 2 1 � ri 1 /' �,,r,%'+�l�r ,, A y't 1'( �� 1 • a ' ., i , , J A}N P �11 ( 1 ...•••'•w•!'S - 11111' Illlu ',"�(,) lr' '" d • ,'1- r,'y t---•- ARKING 1 + 1111'` `1' ra /'If�'�.'T�a - Y` d 1,2a '111f - - -- -- -. _ ' - ► ',I'1 �LG: .'ti"�"�� �' f2 '' I 'I ,` r 79� 11,� _ _- _ :-_" = _ =i �1'1 't'►t") �! " FOUNDA ` tllEW CURB X98 � g 1 �9S ❑ � I ` 'p'II1' 'l 1; -- ZL 11 -_- - r- -!�� �� =_"' 1�II I '-r� 1 r 1�• I :� r ,p. � . �. 1 � �9 I � , .I. � 111 - _ - - .� _ - -- - - I' '�� + 1�-• �'. G e �I , , S RIVE THRU I� f 30' I +0 AN REPtp`CHAL I J(I TING G BE REMOVED °' I RE'r, p ASP T BAN TO I I r SAWCUT, 3 BY OTHERS 4zI "1F;C .aSPhA�T W/GREGATE 5053 PER 1 1 1 1 TO BHT, u E..,S k S 6 AG 50,7 c� + N SAND Fill 1 S IA SEWER � 1 8 CLAS h LL I A INS T ENE COURSE• 50,67 90 III n ,� pETA ON SHEET / 0 - - IM 8 �fj9.3' ____, _ ••---•-9+ .•, --� AS PVC f S U UT NW IN\27967 351 7b1'P'r-� �4 Li ao SHT SD2P V - fT1 �9_ S �� I t �rR o f lNS I cr ut u A LA N o o { MA1Cy� SiQ AL P-A,NS �_ EV►+1 H797 28 '�` r• 7+�0 rn oo fl '�' °-t / OF MECHA 0• R ! R ... --� , J �-" ' t °:Ll:;fz�°!, r I _ gpNK + S -��',' WV t.49 - STOPS tJ/ y - �,,, �-� �p SW IN 7 9 -•-'�'t' p fr•_ J h �� rs ti�fr � ; NE D ORTM UCTED L 1f { f' - 5 --r? E cSTA 3+e�URB INLET, TAE 13 {�4�.1 _r TO pTHI: $ Sp STO SIGN R - - U - 1.WCU INSTALL _ -7970 TcN 11 t p•� �"l3Y w.9 P v C ® 3 577 `` - 72 90 --�" ' ° �F m. - O i V nV =� 6,75 1 5 UT ��`"z _ pF� 7o � — — - - �"Q1�in nf 1/;,i l 1 R , 671 UT --- cr o y � r CMp �. ��•-- ----� 50 8" RIM N\7 7950.8 S U( `� N �c� , __ .�4 yall - } ; �4s• �r PED 0 NE I - - 0� f r rA I 1 �. 7949.7 _ - ', 1 S UT �{ �.-�_ �w + �"' - 0, N"G PER CDOT "Ol - 1 ® �� (PE p4-11 '- 0�j, t « ADS N..1 03 S �� •�` A' - S UT �� ''--"" _`� - o MR& aT�2 50 � CLOUD INDICATES REVISIONS DONE BETWEEN G 66,46 6/17/96 AND 8/02/96 0 IN\ It 6626 �- .,,,�.•'� . , '_ { �. f' -� �"" - � . SOJu�. INV � 6+11 SD-12 TYPE 13 COMBO PERK I /. s1. S 114186 ADDED AATIO'S TO A-1 THRU A—•f UNITS YTN 1,1 ! ` 1 , UT r- �-c- ,� NSTALLRB INLETS p4�3- -�"1 ' `�.I! JJ�0' � ----CDC �g,STA�RDS-� + I. . O ASPHFLT s6, 2 r/zs/ss FINAL REVISIONS STA 5+65 SD-1 GE 7960 - GRA a 64 90 ,� F 1 6117196 TOWN ENGINEER COMMENTS YTN ( STORM DRAIN INV 60 90 72 -,I EXISTING EDGE 0. DATE REVISION BY '{ � STA 13+67 5 M RIM w 63 80 54. cq„6.51 ^r'' fSAWCU ll --r' RAIN MANHOLE 53 42 _ CL STA' 36 00 I. 11 GRAPHIC SCALE gTpRM D - ! ^� _ 9 DO lNV tN NE 59 10 OFFSET t 1 « RIM �_� 386 lNv IN T 5322 1 w o f� x, of ,�o VAILCITY COLORADO I K , tNV IN s 38 4 INV OU 23+23 18 8 _,.-•-*- -- - - -_ - -- s-' V OUT 21+57 4 OFF SET H H � `" r�"I'' �ypl;, �., '��1, �*err �•I,�,a'� 't w•�res�,r; r:e , STA: 0 5t L 5 38 82 L 25 MP 35p P VAIL C OMAILONS P�OV ECT �� t OFFSET 5 • ,NEST BOON ( IN FU-T ) 1 i inch = 30 t_ GRADING & DRAINAGE PT.�AN MP --� `- - -- ` ~` sD_g - - S OPRIS E NCINBERINC, LL ` �---REMOVE EXISTING 24 N_13 SIX 3+42 ` ' LL 84 t-F 30 AQS Y STORM DRAT MANHOLEi 7�SD..10 1 YPEt 13 COMBO PER IVIL CONSULTANT t 7950 INSTA 00� RIM � -t .r STA 3+8 INLET. T 13 ; ' -.Koper* x <, INV IN » 45.25 1- '1 INSTALL CURS M-604^ 1 Y a5 05 M S STANDARDS / I 878 'MLUTS LANE DES. YTN CK. FILE N0, SHEET 6 l lNV OUT r' COOT ;,, BASALT, CO $1621 [ / 1 nr�eC`tf1 R/14/ r, STA 20+97 94 r^.RATE ' 57''0 iao�e assrrtD►c r/,n/ae (970) 927-1424 DR. MSB DATE 4105198 960'J6.01' OF 161}}� ,.. T' ING B, 3 TRIPLEX B U - _ B 8 B 7 0 z (UNITS O v - LLJ > o � _ NORTH FRONTAGE ROAD 4 " T COLORADO u CONTRAGTOR: ARGHITEGT: TAT;- Darner Developments Inc . Victor Mark Dono l d5on Arr h i tec tS P.G . � 20 fag I e R oad P.O.Box 5300 _ GG' � - ]�,- k 1 _ — - ' Avon, Go lorodo 81620 Avon, Go l orado 81620 \��O-70 -5200 cl r - ANDSGAFE ARGH I TEGT - � ,,,, - - -' �i STUGTUi��L �NC�I N��fi� L ,D �. ,� _ , ,,/ , ' _ � r ,�.� � o Monroe, Neese I i Land Des ign5 by Ellison I nG . >>/ _ �� �++��7 v r Greek Blvd . P. 0. Box 125 1 ° 43 �a5t Bea e Avon Go (orado 81620 Avon Go I orado 81 C 20 -- c170-c14�-�7�76 8 cfi�7o-Q4�fi- I �00 -- _=-�_�-__- q �j 0 T I N MAC' � REG 1 ONAL LOGAT I ON MAC' v I G I N l T1' LOGS 0 I ` MATERIAL' SYMBOL5: ABBREVI ATI ON5: OENERAL NOTE5: PROJEGT GODS 5UMMAR"%r: BU I LD I NCB MATER(AL5: Dfi`AV41 NCB INDEX: ` ABV above LT Itgh 01 Do not scale drawings. Occupancy classiftcatlon: AO Cover Sheet } �IEA AF F above finished floor LTL lintel R-I: Tov�ouses L�1 77 Earth Plywood AP access panel LVR louver 02 Verify all dimensions,conditions aid utility locatlons on VL1)G5. '153' At Basement Floor Plan 7 V A2 First Level Floor Plan x AG acoustical MH manhole the fob slte prior to begir N any work or ordering Residential Floor Area: A3 second Level Floor Plan ADD addendum MFR marufacture (or) any materials. Notify Architect of any conflicts or Unit 88: ASPHALT SWINSSLES, ,ELK, A4 Exterior Elevations d Roof Plan I' ADJ adjacent M0 madorry opening discrepancies In the docwmts immediately. Basement (unfinished): 464 s.f. PRESTIaM I)4r.At DEFINITION A5 Section d Details 4 Porous Flii !Drainage -` Finish Wood ALT alternate MTL material First Level: 54-1 s.f. ROOF A6 Section d Details O AL aluminum \ (3m 1 R�, '13ARlaUDOD' i MAX maximum 03 Areas of conflicts or discrepancies must be fully Second Level- 125 sf. A'f Window d Door Schedules ARCH architect (urai) MECH med>anIc (ai) resolved with written approval from the Architect before R-1 Total: 1272 s.f. DEVOE A8 interior Elevations BASMT basement MG medicine cabinet construction continues in those areas. 3 V2 FASCIA NATURAL REDWOOD' X01 O� � Stone Masonry Wood-Rough BIZ& bearing MMB menbrane Unit B4: BVL beveled MET metal 04 Plan dimensions are to face of stud, centerilne of Basement (unfinished): 464 s.f. 8351 Foundation Plan cv� s 8352 First Level Framing Plan v o '� BIT bituminous M meter (s) stud or face of concrete unless otherwise noted. First level: 54"1 sf. , DEVOE 8353 Second Level Framing lan 'g BLK block MH millmeter (s) Section and elevation dimensions are to of Second Level: 125 s.f. 11/2' SUB-FASCIA NATURAL REDWOOD' O0n � Structural Concrete Blocking BLIGG blocking MIN minh�um concrete, of 1 ood, or of wall �laptes R-1 Total: 12-1 - 8354 Roof Framingg Plan �P P top p 555 Foundation/Fioor Framing Details 50T bottom MR minor or to of wall plates or beams unless otherwise 565 Floor Framt /Roof Framl Details r BLDGBLDG buildiinngq MISG mis.eilaneovs noted. Unit BIO: SOFFIT , carpet(ed) MULL mullon Basement (unfinished): 464 s f. MATCH-I FASCIA COLOR 5-18 Foundation Details Concrete Masonry Unit 6wsum Board GSMT casement MAT natiral 05 Provide all necessary blocking in stud wails and First Level: 54'1 s.f. (c) caulking) caulk(Ing) NR nolee reduction cell". Locations Include but are not limited Second Level: '725 s.f. WOOD SIDING DEVOE CLG telling NOM nominal to telling and wail-mounted fixtures, toilets, R-I Total: 1215.f. 'DESERT BEICsE' ST-W CT ceramic the N north toilet accessories, cabinetry, countertops,shelves, Batt Insulation Marble GLR clear (ante) NIC not in contract closet rods and Fake beams. Occupant Load. a 1/200 sf of unit space SAM AS ADJACENT COL column NT5 sotto scale E58 7 4' C01a4ER TRiM SIDING COLOR (n O O GONG concrete OPG opening 06 O denotes doors. refer to floor plans for door B4 7 CM concrete masonry unit OPP opposite locations. Refer to Door Schedule for door types. 510 -1 U 0 C14 C14 SAME AS Rtgtd Insulation - Granite CONST construction OPH opposite hand 4' WINDOW TRiM SIDMCs COLOR ADJACENT � I� i� GOVT contirxious OH overhead 07 O denotes windows: refer to elevations for window Building B8-B10: (Triplex) Total 28 W CJT control point (f') paint or stain locations. Refer to Window Schedule for wirdow types. Z Z CPR copper PR pair Construction Type: BENJAMIN MOORE Non -rated Gelling Tile Quarry Tile Cl1ST Custom ,PK arking 08 Coordinate all electrical and mechanical fixtures to Type V -rated MIMARY STUI 'O O X DTL detail PVMT avement fit within ceiling,Floor and wall spaces. Verify with DIM dimension PLA, pIcettc lamhate Architect when diverting from drawings. Fire Resistance: O DR door PL lace Party wall construction will conform to Vail's BALCONIES MATCH FASCIA COLOR U Z 4M L'. Glass Tile /Pavers DWG drawing PA plywood - 04 In the event that additional details or guidance is recommended Fire Assembly as drawn In this OVER REDWOOD W Z DF drinking fountain PT point =by the Contractor for construction of construction document set.E east PSF pounds per square Foot of this project,he shall immedlately noti the CLAD W�� f—. Z ELEG electric (at) PSI pouds per square inch Architect. Failure to give ample notice shall relieve Prope, Location: J BRONZE Steel !Metal as noted t��nnan,�nu ��, t Carpet EL elevation (9) PL property line Architect of responsibility. Address: D�� = CL ELEV elevator QT quarry ti le Vail Commons Village V EQ equal REF %feence 10 The General Contractor shall be responsible for North Frontage Rand ENTRY / GAR-4C - MATCH FASCIA COLOR Iy i I EXH exhaust REFR ref4gerator satin Ing all appiicc>ble codes and obtaining all Vail, Colorado DOORS Q W EXG existing REINF reliforce (d),(Mt) permits and required approvals. This project is A-B4 -2 EXT exterior READ requred governed by the Uniform Building Code,igell Edition. See Site Plan for dimensions to property lines. FOG face of concrete RES re�llent Code compliance is mandatory. The Construction Z U FOF face of finish REV reNtsion (d), (Ing) Documents shall not permit work that does not Allowable Floor Area: Section Gut Reference Detail Area Reference FOM face of mono R.N rt t hand conform to all relevant codes Including UBC 13uildIng I: FOS face of studs R rL-ser and all local and regional codes. 2x Allowable Floor Area for Multiple Stories TA's De earl Community € FIN finish (ed) R45 roc and shelf opment (� U 'r FF finished floor elevation RD roof drain II The General Contractor and Subcontractors shall field Height d Number of Stories: J ! I Building BI-B3: 27`-6' Typical Unit Build Q Q FE fire extinguisher RF6 roofing coordinate and obtain naval From the Architect/ n9 � ice" Health Fns I A"� O'-O' FDG fire tment corms Alon RM ram FHG fire hose correction RO r opening Engineer before any notching or drilling of Appinygd 13 �el otgh p ng cry cast-h lace concrete,steel framing,or any other 0 Q Z { FEG fire extinguisher cabinet R!S rough sawn structural elements Hhich may affect the structural Elevation Reference Elevation Symbol FPL fireplace (5) sealant (exterior) integrity of the building. ❑ ❑ E3 FP fireproofing, sprayed SHTG sheathing Cl —. FLG flashing SM sheet metal 12 The Contractor shall verlfy all existing grades and FLR floor hg) SIM simiar stake out the building footprint for Omer d Architect valklity I 1 FD floor drain Sc sold core approval prior to beginning ay site work. SeC. 303 �19 Permit FTC, footing 5 sotth __0 FND foundation SPEC, specification (s) 13 The Owner has been advised that due to harsh winter The Issuance sin permit or approval i FBO furnished by others 50 square conditions,roof and deck surfaces must be maintained specifications shall a construed Detail Gut Reference Lan Area Detail Reference FUR furred QngJ STD stcndce^d reasonably Free of ice and snow to ensure minimal approval of, a to bo p ft for, and problem with these surfaces. any violation of an of the Provisions of this code GA e, gauge ST stdn pr. or of any other ordinance of the unsdict o ran _ �s.:�� � GV galvanized STL steel permit !?esed u i n The is , w;�; �• i p0n I pec��,�,ations and ether d nee of a 0 6C, general contract (or) SD stern drain 14 Substitutions of ual' products will be le not prevent the on Pia '"�'4 `s" '"` g= ~ ' l 12/31/1494 GL glass, glazing 5TR strctural only with Owner's written royal. Unique specified g offrc►al from thereaiie data shah '" Pr acceptable p ons, s =., �, : ttewris are Intended as It specifications on t . � GYP BD gypsum board TEL I � � only. correction of errors m said tans p r requiring the �,;.� ' .,�„,�,� (� Fit , s'Specifications and other I;Y fi HDW ardHare TV telavislon data." p HDR header THR threshold 15 It is the intent and mean of these documents that q ��� 7fi 1 rn Revision cloud Revision symbol HTG heating TdG torque and groove the Contractor and each Subcontractor provide all - ! r °; FiVAG heating/ventilating/ TS top of slab I I etc / y `.. a r ?� > ` m I air conditioning TS top of steel ° h 3 es�it labor,materials,transportation,supplies, u i t a s HT height TW top of wall to obtain a complete job within the recognized 1 °. 4 A-2 I G I P � hollow core TB toriel bar standards of the indrstry. HM hollow metal TR transom I6 All build to fit within property ines without cross € 3 HOR horizontal T tread easements Not Architectt of discrepancies. . Town of Vail LO HYVH hot water heater TYP twc-01 n� k Interior Elevation Reference Fixed Finishes Reference INCL Include (d), (tort) UNO unless noted otherwise ID inside dlameter VB vapor barrier 11 " M 4 IBC installed by contractor VERT vertical 180 installed by owner VGT vial composition INS Insulate W,(Ion) WC water closet INT interior W Haar proof ing > JG ]anitor's Closet INV� wade wire fabric Q M r y KIT kitchen W we3t k o LAM laninate (d) W wicth, wide op U, LAV lavatory WDW window ` LH left hand WO witum p M L length WD woad Z -� O t r Z W ti m w O w - y A4 A5 .. O K a5'-oll Q w ` 25'-O" 25'-O" 351-0 .. 20'-0" 51-0" 201-0" 51-011 201-0" 5'-011 10'-0" 2� i PIER PER STRUCTURAL W Wz UNiT S _ See unit B9 for Interior dimensions. PORCH q a ` = ABOVE v) W a ( _ 2 v GARAGE - Co UNIT g = N UNEXCAVATED 0 ABOVE 11 (Z 8,_a„ 8,1 0 I GARAGE _ _ _ MECH o i UNiT X310 4 ry UNEXCAVATED I PORCH t m®1 Q See unit B9 for 1 1_ " — interior dimensions. ABOVE la a { I f' F 1 11 a Line of party Rovgh-in I t l GARAGE wall above. M�C(-� +( ��I Bathroom �� � =r U1 dJ I Plumbing UNEXCAVATED Gas Hot Air Furnace N N I Gas Water Heater t a r— - I Omi (TYP) L — _j I I I 3'-611 811 _ O I I ;n - - - -- -- --- - _ N V 'Q' Line of art t A4 11 wa l I abo y e. in � • I y� 'r~y'ti° ' ^'M a-4 8-a MECH _-_ i ' r ` I 11 " 1 II �. I � _ JNFIN1SHED I m �� `�,l t O L _ Ji I I I m 4 "u �l 0. _ + + _ I , 1 5" 5A5EMENT t = 3 41-6 101-011 to o to 0 231-fly i4 p N N Fj� Ln t A6 I II r _ U 2 ,1 W rn c� L_ -iI 7 1 1 I INDO WELL Z 'it rn + + I _ _ _ -- --=__ Ui FINf5HED I i tom- r°� a I I _ 99'-6' 6 BASEMENT t o PATIC' I W z °' w A5 - -� ►' ABOVE I I_- Z ` g ` UNF N15HED 2�' ; 4'-," U LJ 5A6EMENT I ) iNDO WELL �� � a w i f (D— - - - - - -- --- - - - � Z v 0 LU I 4 PATIO ABOVE 0 U - I J w d3 ` 1 4'--7t1 Q Q t i WINDOW WELL t t t ' \- - --- -- - --- -- -� ` " I PATIO I (D— ;t- I ABOVE t 2 a I 4'-�" � I � m ----- - ---- -- - - - �j ° 101-011 z1-011 25'-0" 25`-Q" 851-011 e e _ x a F , 3A5MNT FLOOR L AN Al SCALE: 1/4' 1'-0' z o Z Z �-- = �= vi �, -.- vT+.++-.i..a.- ^+.+......-r-n-+'...•k. -n t f -r.+^.v+-..•.n•--m.-er+•-- -.T--+-v-+--nv.---R.. .r-.re-...w-r'+r+••....-_-n..r x e--.. - -..a.. ..--s.r.-r.-..---+.v e.moo-rn.-+. _.. --.,.-..+_ �'^^*'--t•+^-rim^ ...-'_.n _ -. .-_ ..a-_ n .- -.-a ..-..- .. _..- __- - .. -s .- -e _-,.f -. _ ___-r r .. - ...r i-r--s--r--.-r+ .a-++nom ♦ r , - 1 IP w r 85_0" .. 25'-O n 251-0" 35'-0" e O ti ` 0'-O 5' " 10'-O" > 20'-0" 51-0" 201-0" 5-0 _ F , 1 It 1 11 0 ai.Li 10 2 q-q 10'-2k Cl _41 q 10'-2 1- 1 5'-611 4'_611 Line of driveway alai). I 1061-3 1/4• 5 1 - I I ifdi ✓'2 I t = OC - i I 4 '711 OUTSIDE LINE Or- BEDROOMS ABOVE,TYP. N € Line of driveway 61ab. UN I-i- 55 _► .� imt See Unit 510 for Q I a dimensions. I Q ci �- of - w q . 1011'-31/4' ttZ • I 5 ( - 1 10-11-1m i/4' I _ R 2 -CAR � IIDS'-2' 1 = I Co Q I Q I GARAGE r 19 -1' 1'-1' - Q ° W81-0 1/4' 2'-3 " 2'-8 " ( s UNIT' X e L See Unit 1510 for a II 1_ 11 5�" TILE 4 1 dimensions. 108'-2' I I ENTRY i v. Im3 POWDER I 2 -CAR � � HALL � ROOM GARAGE 10 0 1�1 R _ o �+ to — o �- A5 1 O m W 2'-3 " 2'-8 'I 19 i X 21 -1 1�-e i/4 T i� - - RCS + + cr 0 UNIT X310 ; 5 " 91.111 1'_O n '51-11 5" 5�1 TILE See This Unit for tm8�-2• I POWDER - - - - - 104 Z it I dimensions. I O ROOM 0 O UO in d) t=t� 103 _ _ r _ im6 A8 i o D 2R KITCHEN = 2 -CAR im'I __ - o � o 1011'-8 V4' I t 105 _ UP Rt5 +v+ 144 GARAGE „� U) r 19'-1' X 21'-i' a TILE O - -- - - - Q C104) � r n n - - - G in iF 5'-�" � O Q I � A4 �' ., POWDER i i I - m•q-5�((9 `>8 UP I W L i VINC3 I rT Dv a O 0 � t 1fdB'-8 1/4' 105 O — — i o 108'-8 1/4' tP I uj "d ft� ti — DW — — _ _ _ i } 104N _ I 5y c,J.11 _ N 0 Q i , ( I - ' V 0 cV N _ O I t 1081-8 1/4' N to I <I TC 4:.EN t N '-1 '1 I — w 1 N m 3'-6" I B c I t- rn rn i s z �t �t . Aro a' � T O l2" I Neat -n-Glo rn � � DW Dy i N =v _ I ire-Fab Direct I �� =acv - = I o x ctm - - - - 5 " q'-6�" 11-0 " Vent C�as Fireplace I O o I I U Z M to _ ---- - - --- K) _ W z FATIC I.-A5 I WINDOW WELL O = BELOW, TYP. � U P DINING I LIVING © � O I O 1611 I I � Q w O �? N Dv D I IM-81/4' I = I Z V _ 1 I � F=_ I FAT 10 i I I Q Q Z Ilk 0 Y I Q I I 2 I i I m �- O i I I U I, 3 „ gi_Q11 I I I > Ar � I 51_61' 6'_1111 S'--O" 4'-7" 5'-611 6'_i l° 8,_on 4'-�" 51_6' 6'-I I" gl_0" 11 �V Lri 25111 25'-011 10'-0" 25'-011 -0 Cn e Q 85'-011 C4 cy)d w -^ al - r, FIRST LEVEL FLOOR FLAN � /.� z z Ln o = o ...�.*�r,...-..s--•=---,..^...*-,.-.-..-.._.-,•_�-.--.-.-�-..-e-s..,o-(.-..`.--�,...-F. .,.---•-•i-..-....--.,-+..�.,....-,..-.�.-.o�. 'r--...-.��......-.-.-.-..-.,-^-�T--.�T-�.-r--�- .•-i ....-rem---- -M1 --...-'-,--.....---`^`�'"..r....-.�.,-,.�- .T°'-^^^"'-"'°---^....-�--,-...�--"^.-^'----^--.T-'^'-------,-•.--•-• ^-"a...----,�-=-r----"-...T �..•--.,.w-. -•-^-..-e-...e.._..,...-...-. -...--..s,-..--Tm- '---�----,T-..-..t.w.--..-..�-....r»,. �� -�. i....�,----'•-- ..�r r-.,e-•--m-+-"--n.,.... ...-... � F _-__--.-.'_.'' _ -•-..-._.__ �_... �._ - _ - ....-.- ... - _' '_r_ __ ..._ ,. - m _. ___ ... ....- _._ -. .. ,.. ,- .... .- --... .....- _._ ...- �-. _-.- ..•._ -�..- .,-,.- �.. �_ .. �4 Arp n z ~ 25'-0" 251-0". 25'-011 10'-O" O w 10'-Cl " - , 11 5'-8 " 10'-Q „ 5'-6 " 10'-�t " F-- > 8-6 8-6 61-611 Q w [� _�- -- - -I--- - - - - -- - - -- - -- - �_ -i- -- - - -0 IF I I I I GARAGE ROOF BLOW 2 4 5k 10'-6" 3 „ 13'-3 _9k - t�L. II - -- -- - - -- - - - - -- -- - - - - o_�_ _ I i -_ i BEDROOM 02 �_p�� 3 " BEDROOM 44 - - - - o� a o I I =�c" F C%41IR GE ROOF BELOW 2" � w q 14911 1-611 _� t I I a( A ►� 10'_6" 3 I l O 3 0" [log- I � `fl � d � � _ _�- - -- -- - -- - - - - -- - - - - - - - _� -r- --- - - - 201 O t 01 .40 oc 1 I o � ►•1 � BEDROOM 0 2 BEDROOM - , 11,_ I I U q'-10" 3 „ 7,_3,p, 3 „ ! 10" G�aRAGI= Roa=SELOw ( I 10 6 X 13 -11 0 X 101-81 I ( = v _t" 203 BATH I n _ � 0 - - - - - -- it -- _ - -- -= - 1(-i- -7� I_ i oho m t� �_ - JE _ _ d m _ , nq ,�,5 `� °" � DN r 209 203 � 2 -10 � _ � - o Co BATP I = T_ 210 0 BEDROOM *'2 '01 " 00 20t 202 - ~ m . BEDROOM o � Q � OO o Z2xm-1 04 a ® �=,� CLOSET F - -I F - - i latrtcT oft 61 o o - o .._ +- - - -- - -- I D II w I I I Q �/ � � R� J� LtrmV L _ J r= 20� „ Il N B,4 + + DN 5-1 I 4 I I OFD TO w t_rvli�rc,Rosh p® 203 3 � O 210 209 0 o , . ►n I I o o� o in , >;S 0 0 201 AS � J �TT4 0 202 �- I I U — -- o - lat I o 06 04 ZAN CLOSET _ D ® _ - Rt3 _ =_ J LrNEN L _J I'-O ,_6 r �i i t+ + LIVWx Roam MASTER = � DN in'--t ��a� i P ~ � 205 00 205 �i I BEDROOM I i d b- (p I i U �o as 04 I I (,) _ O N N �J MASTER , _ U cL In Lo BEDROOM I i m I Z " ( Ott TO 11'-8' X 11'-'1' I I F- d- _ - rn rn LiVm Rosh 205 ai i Ui�l i T BS H � n a m w MASTER I I m � BEDROOM 205 ( I 4 Uhl i T B9 Z 11 w i I See unit BS for 0 I I � interior drmmstons. • (V Q U I J � z 0 I UNIT 510 2 ° &w unit 58 for i Y interior dleronelorro. I I � s m I j 5'-6" la'-6" C�l' 10'-O" 25'-O" 25,-0" 251-0" cn e5,-0„ Q F-- M O.. m _ o SECOND LEVEL FLOOR FLAN a m , m - �>rn 14 SCALE: i/�4' 3 i'-0' � � 6 a o m z o i Arc, - 1 Z / <t w C3 IX TOP PLATE A5 A4 12 6 EW SECOND LEVEL T.O.SF - -------------- ------------------- • . ('� c FIRST LEVEL TAD, SF 1 i ^I i -- -- --- -------- --- - - _ ------------- 108' S 1/4' i--------------- - i q I DIREcT VENT (TYP) 1 SCAPEWE.L BEYOND.TYP. q d. '"1 I t I 1 I 1 BASEMENT T.O. SLAB r -- ------ --------------- --) I 5 ° I I Y AT I ON 1 CO 501��'�-I ;-_-_-- ------ --------------- --SCALE: 1/4' ■ 1'-0' - cOWNUOUS RIDGE VENT o a4 o ® o I BATH 1 PENT i L -�M5ATN VENT 1 "� �-DRYER VENT 1 CRICKET COW NUOUS RIDGE VENT ; (TYP) i (TYP) v 1 � I -� I 1 � �(TYP) 1 I __— -------- TOPPLATE - i ------------------- ----------J 1 125'-S 3/4' c 8 T --------------------- --------- 6ECON0 LEVEL T.O.SF Q• r- _ 111'-1 b/8' 0 a go t -'001 FLAN 0 A4 ',� i��► ' FIRST LEVEL T.O. SF (Y ----------------------- 108`-8 V4' a4 SCALE: 1/8' : 1'-0' p ';',•. '!`S t I I t I ► ,J l-1.EC1RIGdL I ! , I ! I METIM • t� O In U O O LOCATION I I t _ BASEMENT TD. SLAB ---��-_-- ----------------- 99'-6' O N N W to tl') M CD 4 - NORTH ELEVATION a4� SCALE: 1/4' : P-0' � O X ~ O rn � U Z W z _ 0- cO 13mlous me c-a VENT Q Z U HIT -[ITT] III tw.. 12 I 12 12 I I I I , METAL ct-11MNEY CAP Q U 1 12 I 111111 111111 jl� 1111 HIIII fill ,6 Ib ' I 6 < Q I I - Z I I I- I TOP PLATE I TOP PLATE Q 125'-8 3/4` 125'-8 3/d' Q IL L-J t ML Vol jA SECOND LEVEL T.O. SF _ SECOND LEVEL T o.SF Q IF Fill 11 11 111 111111 ,411111 111111 fill 101 METER ® C QB G C - IraZ _ ' 102. 1 0I 102 LOCATION 1®t `� `� _ FIRST LEVEL T.O. SF U FIRST LEVEL T.O.SF _ --- ca � , 108'-8 1/d' rn _ 108'-8 1/4' 11 11 r-1 II I It I 1 AT II 1 I 1 _ I 11 I II 11 I ' cv Ln LL --__` _---------- -----1---------------------------------- - - - ------ - -- - - - --T 1ASEMENT tA. SLAB I ------ ----- I -- -- - ---- -------- --- ---- 1 t ----- -- - - --------- ---- -I -----_______________________�' BASEMENT t0. SLAB -- - - -- -- - - -- - --__________ - -�-� -- ---- ----_= t------- cn ----- S9 510 810 ( 89 I BS a) q1t x m _ Ea5T ELEVATION 2 WE5T ELEVATION 44 SCALE: 1/8' = r-0' � _ ,44 SCALE: 1/8' = 1'-0' - Z 4 - O C1 z w w in m w O cn in �� - SEE STRUCTURAL FOR v r , ROOF FRAM I NG (TYP) ol 2x6 BLOCKING r FLASHING IX4 FASCIA IX2 CEDAR TRIM N BLOCKING AS REWIRED 'I RED ' � 2X6 RAFTER TAIL, TYP. o .. V) 2X8 SUB-FASGIA 3" CONTINUOUS SCREEN W/2" VENT, TYP. a w , F , 3/4" T$G SOFFIT 3" CONTINUOUS SCREEN W/ 2" VENT (TYP) { IX2 GEDAR TRIM TYP ROOF CONSTRUCTION: TYP PARTY WALL CONST: SEE STRUCTURAL FOR FLA5HING FIBERGLASS REINF. ASPHALT SHINGLES 5/8 TYPE X GYP BD EACH ROOF FRAMING (TYP) I -6 ON 30" ROOFING FELTS SIDE OF ONE 2X6 e16' OC IX4 FASCIA WITH METAL FLASHING AS REQC> FRAMED WALL 2X8 5UB-FASGIA A r ON 5181 PLYWOOD SHEATHING I' AIR SPACE 1'-611 p ON PREFAB WOOD ROOF TRUSSES 3/4" T$6 SOFFIT "' a AND R-38 INSULATION 2X6 FRAMED WALL � 16 OC ` INTERIOR FINISH 5/8` GYP BD ONE LAYER 5/8' GYP BD [y O 5/2 BATT INSULATION w EACH WALL � p 3 RAKE DETAIL rT*� S AVE DETAIL � ,� p MM _ SCALE: 1 1/2' = 1'-0' A5 SCALE: 1 1/2' = 1'-0' "� N _ AS L O p � O O E , O 4 D TSTOP (TYP) RIDGE VENT C~ o U { U _U r1 O P '�I i O s E 12 12 C WWW1 EMMI MR WNW 61 ~ 0 ` 3 6 VENT H TYPICAL ATTIC TS TYPICAL EXT WALL CONSTRUCTION: Q 1- A5 AND EA VENT PER DETAIL 2/ 2X6 FRAMING ® 16" O.G. 1-" R-Iq $ATT INSULATION { u O O O 5/8" GYP BD INTERIOR V 1/2 PLYWOOD SHEATHING EXTERIOR U Q ATTIC I x b CEDAR CHANNEL LAP - STAINED � LU O O O R38'BLOWN INSULATION A w w w ( Q A5 ,r �►�� o PLATELINE =!� 122'-2 3/4" BEDROOM 2 CL BATH { m 00 4 cn 0 Lo t1 U O N N a. to to r� SECOND Z � 0) _ LEVEL T.O. F5 II-7'-7 5/8" (n \\ }' I'-7 5/8" UNIT BIO l i ` �,,,_, O 0 Q 2'--4 5/8" ® UNIT Bq W W 3'-4 5/8" a UNIT B8 6 U z rn t1' W z O ~ z LIVING ROOM U �; w Z z / w I J A PROVIDE 5/8" TYPE 'X' GYP BOARD ON ALL / Q [Y elm i WALLS ADJACENT TO HABITABLE SPACE 0 / �`'a�D�r' � Z U Lu Q AND TO STRUCTURAL FIREPROOFING. ROOM ® __ - - - - - GARAGE j-f l TI FU ff lI 1T I f-i1 Tf j � a III II II Iilliliilllllll FIRST z SLOPE 1LI Lll llli 1L I Lll LEVEL T.O. Fs (� • 1/4"/FT. -- --- - - — — — ' �— ...p� — 108'-8 1/4" 0 �' L,4ND I1sC-� 01 �/ d ILL.. • . _ •' SGAPEWELL Q ' d ' SEE STRUCTURAL FOR FOUNDATION AND FOOTI NG5. ' Iy O z z — . __ - - - - - - - - - - -- -4 - -{ . MEC�-I. UNFINISHED ASEMEN o U Lu Q) 4• m m TYP FOUNDATION GON5TRUGTION: • , 4 ' 8" POURED CONCRETE WALL. 3•; 4" FLOOR 5LAB f CONCRETE FOUNDATION WALL o ON 6" GRAVEL WITH DAMPPRODFING AT L — -" — `- — — - m BASEMENT c DRAINAGE ® FOOTI NG5 ALL EXTERIOR WALLS (TYP). T.0.5LA8 SEE STRUCTURAL • - " - -KV qq-6 r zz FOUNDATION ® UNFINISHED BASEMENT d ' •' to � 8" POURED CONCRETE HALL. , . • - _ - -- - - - - - -- - - ,-- - _. - - ._.. - - - - - - - - - --. _. - - 4"' FLOOR 5LAB ON 6" GRAVEL _ ,—@n I DRAINAGE 0 rOOT1 NG5 • . 6' m" 5EE 5TRUGTURAL ` CD • z 14 Lo cn 0 tn r4 SECTION 5 SECTION = SECTION 1 GARAGE / WINDOW WELL SECTION � _ , m W o cn r ,45 SCALE: 1/2` = 1'-01 A5 `SCALE: 1/2' = 1'-0' A5 SCALE: 1/2' - 1'-0' A5 SCALE:' 3i8' = 11-0' r " . 2X ,STUD NALL SIDING OVER PLYWOOD SHEATHING I I/2" TYP. LEVEL OF INTERIOR ° z FINISHED ° ° o 4 4- a ° 2X HOOD THRESHOLD •• vi Li FLOOD 1 3/4" DIA. WOOD RAILING ® +2'-10" r1�' IXI CEDER DRIP EDGE TRIM a w V 4" CONCRETE SLAB PORCH I W I -' ° a 8 ON 4" GRAVEL X2 OOD N05 NG - 3/4" PLYWOOD SUB-FLOOR 5EE STRUCTURAL (TYP) 3/4" PLYWOOD TREADS $ R15ER5 n C--_ . ° ON 2X 5TRINGER. BLOCKING AS REGM I a WATERPROOF MEMBRANE t . GARAGE PREPARE FOR CARPET (TYP) SECURE METAL SUPPORT _~J 4" CONCRETE SLAB PORCH� SLAB ° ' a 3/4" TREATED PLYWOOD TO BLOCKING, (TYP) ON 4" GRAVEL ° n a SHEATHING SEE STRUCTURAL (TYP) a °, <1 ° WATERPROOF MEMBRANE �+ ' ° CONCRETE FOUNDATION WALL we es 1 3/4" TREATED PLYWOOD SHEATHING 5�N SIDEWALK WALL 4 STAIR DETAIL 3 HANDRAIL. DETAIL 2 THRESHOLD DETAIL � q �roSCALE: 11/2' = 1'-0' A6 SCALE= 11/2' = 1'-0' A� SCALE: 11/2' = V-0' A6 SCALE: 11/2' = 1'-0' 6 O 1 , TYPICAL EXT WALL CONSTRUCTION- � Q4 0 2X6 FRAMING ® 16" O G. w • 0 R-Iq BATT INSULATION 1 � 5/8" GYP BD INTERIOR 1 . 1/2" PLYWOOD SHEATHING EXTERIOR ' I" X 8" CEDAR CHANNEL LAP - STAINED O S k cn A5 �+ VDT THR(: H IG ATTI VENT A EA VENT ER AIL A5. T.O.GHIMNE�' TT( TT I(: TT i 12 ' 6 R38 LO INSULATION ® �? AlL Bt TOP PLATE 125'-8 3/4" ' •- n xar OVEN TO LIVING ' %a was s T Ia 1/2° MASTER OPEN TO LIVING MASTER OPEN TO LIVING MASTER BATHROOM BATHROOM BATHROOM • 0 o to HD. OF wINDOw _ p N N Q.. O_ to to - 120`-Q 5/8" w I f i z CD C) t7) O) BI SECOND LEVEL ' TO MASTER TO MASTER TO MASTER =,a 0 X T.O SF• BEDROOM BEDROOM BEDROOM °- U Z vi >L Li fill z z p � U KITCHEN KITCHEN KITCHEN �dj � � _ HD.' OF WINDOW ,�, � \ 6'-I�° WALL MALL - - \ � HALL ---_--- - - - -- - 1 ® \ _o�n 111-4 3/4 n BI MAIN LEVEL 5- \ • f ff ff�f \ i \ ` i • : f 1 \ I '` I \~ f: � -- - /-' O T.O.SF- 8 T ® lObS" IOW-8 1/4" ® A& - r, O 518" TYPE "X" 5/8" TYPE "X" 5/8" TYPE "X" ~ cn + GYP. BD. GYP. BD. GYP. BD. U rn • UNDER STAIRS UNDER STAIRS UNDER 5TAIR5 N > CONCRETE FOUNDATION WALL • TYP. UNFINISHED BASEMENT ' • ' 'GYP. UNFINISHED BASEMEN- rn'• UNFINISHED BASEMENT o WITH DAMPPROOFING AT _ • m ALL EXTERIOR,WALLS CtYPJ. I ,j \ STORAGE \ � STORAGE STORAGE BI BASEMENT T a tI0.63� \ \ \ \ \ ~ T.D. SLAB' m qq'-6" REF. , —KY Ln 1 STAIR SECTION � Z A6 SCALE: 3/8' 1'-0' o W Z w � Lo k f l m W O uj �' DOOR NOTES: INTERIOR FINISH SCHEDULE _ 01 All dimensions shown on door schedule refer to NO. Location Floor Finish Wall Fintah Ceiling Fintah N door size unless otherwise noted. Radii are Z measured from centerline of door to outer Garage Concrete Paint Paint O edge of door. —i W Basement Concrete _- nfintahed _ Unfinished Q W 02 Contractor to provide hardware as listed in schedule. - --- -------- — o Li If discrepancy or incompletion is found, notify Architect. Entry Vinyi / Carpet Paint Paint 03 Contractor to verify all doors to be cut to fit. If not designated in schedule, notify Architect. Powder Room vinyl _ — —� Paint —__— �— Paint -- T 04 All door mullion patterns, If shown, are per building Kitchen vinyl Paint Paint elevations. verify per manufacturer. �- i 05 All jambs to be sized according to individual wall Dining Room -__ _ Carpet --_ Paint Paint k - a conditions. Casings to be as d-ascribed in drawings. -- - �--� - --^- • Living Room Carpet Paint Paint 06 Hardware by manufacturer or as called out in drawings. fi-- 01 Insure that all doors and windows are Tn ood operating Stairwell Carpet _ Paint Paint order. g p g Laundry Paint— Paint __ » - 08 All glees in doors and sidelights to be tempered. Linen Closet` Carpet Paint Paint Q�, a Bath 1 vinyl - _ Paint Paint WINDOW NOTES' c _ - Master Bedroom Carpet -- --_�-Paint Paint 01 Ail dimensions shown on window schedule refer to a Master Closet Carpet Paint Paint window rough opening unless otherwise noted. Radii are measured from baseline of frame to outer Co Q edge of frame. Master Bath vinyl _ Paint Paint h N , 02 Window unit dent nations refer to clad caaement O 0 O g Bedroom 1 Carpet Pa fnt Pa tnt � (cc), awningg CCAT arched, (CAW), special shape — — O U � units CC8ST, french sliding glass doors (FS), or � C 1 traditional french doors (TFP) as manufactured by: Bedroom i Closet Carpet Paint Paint $ 1_4 Bedroom 2 Carpet Paint Paint 03 All windows are fixed unless otherwise indicated ---- - I� o 'Q+ i on drawin a. Refer to Buildin Elevations (Shasta �' F A3.1 4 A3.7) for direction of swing for window units Bedroom 2 Closet Carpet -_ I Paint Paint with operation sash. Q s t 04 Window manufacturer to provide egress window hardware as required. o 05 lowNotTfy iArchitect of meet anyd scrrepanrequire- ments. ss -- f 06 All sloped top clad special shape units follow roof slope of 4:12 pitch Notify architect of any - ---- -- — discrepancies. ; 01 All window mullion patterns, if shown, are per building �----- �—�—T-- -- ---- elevations. 08 All window headers to rest at 6'-8' AFF unless otherwise noted. 09 Provide Tempered glass as required per building codes. yA. DOOR SCHEDULE INDEX a CD BM By Manufacturer iI/G Metal Clad w/ PRL Privacy Lock v CL Closet Latch ' Tempered Glass SDH Sliding Door Hardware yai EL Entrance Lock PDH Pocket Door Hardware SDT Single Dummy Trim G Tempered Glass PL Passage Latch WD Wood HC Hollow Core PR Pair WD/G Wood w/ Tempered Glass DOOR SCHEDULE: UNITS 158, 5% 510 WINDOW SCHEDULE: UNIT 88 WINDOW SCHEDULE: UNIT E310 NO. Location Mat. W H T Tt". Hardware Remarks NO. Location a Nominal Size Rough Opening Remarks NO. Location a Nominal Size Rough i � Remarks V O N N M9 yp 9 9 f yp 9 men ng CL � LO tn 001 MECHANICAL ROOM LW 2'8' 6'8' P/4' yes A Basement Slider 6036 5'-0' x 3'-6' Egress A Basement lider 6036 5'-0' x 3'-6' Egress W I I 002 UNDER STAIRS CL. RH 2 8 6 8 ft yea B DINING Pr. Single-Hung 3660-2 6 -0 x 5 -0 B f DINMG Pr. Single-Hung 3660-2 6 -0 x 5 -0 O) tT 003 OPTIONAL BATH RH 214' 6'8' 13,6' C LIVING French Door xxx 3'-0' x 6'-8' C LIVING French Door XXX 3'-0' x 6'-8' O 0 X I D Living (4) Picture Units (2) 4260-2 -V-0' x 10'-0' See Eleva,tons D i Living (4) Picture Units (2) 4260-2 1'-0' x 10'-0' See Elevations W Z ' E /Bedroom 01 Pr. Single-Hung 3660-2 6'-0' x 5'-0' Egress E Bedroom h Pr. Single-Hung 3660-2 6'-0' x 5'-0' Egress = O.. 101 Garage 16#02-1101 Overhead, four-panel F Bedroom s2 Pr- Single-Hung 3660-2 6'-0' x 5'-0' Egress F Bedroom 42 Pr. Single-Hung 3660-2 6'-0' x 5'-0' Egress U 102 Entry RH 3102 6188 Isi4' yea G M. Bedroom Pr. Single-Hung 3660-2 6'-0' x 5'-0' Egress G ` M. Bedroom Pr. Single-Hung 3660-2 6'-0' x 5'-0' Egress Q W 103 Powder Room LW 2141 Val 134 H Living (2) Picture Units!1 (2) 3660 V-0, x 10-0 See Eleva.tons J Living (2) Picture Units (2) 1860 1'-6' x 10-0' See Elevations Z U 104 Basement / Entry RHR 2'84 6'8' 1314° yea K Stairs Pr. Single-/-lung 3060-2 5'-0' x 5'-0' Tempered P Dining Pr. Single-Hung 3660-2 6'-0' x 5'-0' 0 _ 105 Garage / Entry RH1RJ 2'8' 6'8' 13/44 yes 20 min, self-closing L Powder Room Single-Hung 2436 2'-0' x 3'-0' R Garage Single-Hung 2436- _- 2'-0' x 3,-0' 106 Entry Closet RNR 2142 618' 13,6' M Bath si Single-Hung 2436 2'-0' x 3'-0' S Bedroom 2 ' Single-Hung 2436 2'-0' x 3'-0' N Bedroom 01 Single-Hung 2442 2'-0' x 3'-6' Tempered T Bath Single-Hung 2436 2'-0' x V-0' Tempered Q t III Electrical Closet LHR 214' 4102 Confirm size on site U Stairs L811der 6036 5'-0'5'-0' x 3'-0' Tempered 201 Laundry 510' 6'8' 13,62 Pair 131fold 202 Linen Closet LHR 2'0' 6'8' iV WINDOW SCHEDULE: UNIT 5S � 203 Bath I LW 2141 6'8' 1368 NO. Location ype Nominal Size Rough Opening Remarks U 204 Master Bedroom RH 2'6' 6'8' 1344 A Basement Slider j 6036 5'-04 x 3'-6' Egress rn 6 205 Master Closet 510' 6'8' 1%8 B DINING Pr. Single-Hung 3660-2 6'-0' x 5'-0' 206 Master Bath LN 2142 6'84 13,6' C LIVING French Door xxx 3'-0' x 6'-8' 201 Bedroom I RH 2'6' 6'8' D Living (4) Picture Unite (2) 4260-2 1'-0' x 10'-01 See Etavaaons I 208 Bedroom I Closet 5'0' 6'8' 13•x Mirror Bipass E Bedroom h Pr. Single-Hung 3660-2 6'-02 x 5'-0' Egress 209 Bedroom 2 LW 2'6' 6'8' 1362 F Bedroom #2 Pr. Single-Hung 3660-2 6'-0' x 5'-0' Egress 210 Bedroom 2 Closet 5'0' 6'8' 1 Mirror Bipass G M. Bedroom Pr. Single-Hung 3660-2 6'-0' x5 _0 Egress _Q LO m J Living (2) Picture Units (2) 1860 1'40' x 10'-0' See ElevaVons Z � Z E- o W Li Lr) m Cn - - -- I 1 �.�..".�' 0 11 -,T,..,,.---.-R-..,_..._......, -"-r,.-.� -., =.. -.v-.;r-.-.-:,..=„.-.m-.--.,..-,--. . •.-.,._, -•-'_--,-•...-•e..-T-.,_,r,...P ..-.,-.,-.-•_,..-a_._.__..._..,-.-.-..,.....--^^-_-.,—,__-•_-,-....._-.- - --_ z-_-.. _,x-.....,,..,w--,.. .. --,.-.-.- ,T . ..._..-.-.... . T-.. .-. _.. ,.,--..._-. ,. ... ....____ _-.> ..._ -_,.-,-,.. ,_ .- .--r- .r -,- - - _,-_ --r -°-^^'-,- ._ .__._ _-,-. - ------ - -T-- r - 04 1 ' _4.1r►t24 1�0„ . )( /'t„ 21 r}it 4” FILLER 3 -o I _q 21-611 -6 2 N l/ .G "I "'I --4' BAGKSPLASFi o W TOILET PAPER HOLDER Q W ..! TILE WALLS IL AROJND TW SHOWER I TOWEL BAR TOWEL BAR HEAD �'. m '� \ / _I = ,_4n 4 lf�(O = _ HOOD �. -I ! —IN OPEN Flu RIB. TOWEL BAR 1� � O 1!7 = + + � I rr . Dw C ! - RAH6E _! TOILET - "--I Qr+ rx PAPER HOLVEIZ (Z I O _8 2 11 2 _a I 2 [•,i 2 , ,r , „ , „ „ 2 FILLER I ,_q„ 2,_� _6 ,_ 1 „ „ , „ ,_5" �'-4" 1 ( 2 4 1 -q 3 -O 2 -O i q 1 1 1 q 2 -.10 2 10 2 co k i r It r_ r „ r O d o a -10� 12 , 5 _q � a'-1 O I ►' o - _ �. ELEVATION�VAT f OT\l - B��"�-f 1 3 FLOOR PLAN 5A�'� l ` 1 f< TCHEN ELEVATION � <I TC:PE �1 ELEVATION A � o ' A8 SCALE: 3/8' = 1'-0" AS SCALE: 3/8' = 1'-0' � AS SCALE: 3/8' 1'-0' AS SCALE: 3/8' 1'-0' L 2'-10" TOILET PAPER HOUXR � I 21-T1111 21-1011 4'BACX5PLA5H TOILET TILE WALLS PAPER HOLDER ARO"n6 TOWEL BAR HEAD 5,_-�,I —IN 5,_-�,� MIRROR Nr cs -I b - MIRROR -Ul TOWEL HAR I ,Imo►• _I � -1 Ix Q- -g 3� a 21-511 2 3 I 'd- U O 0 0 + + - v / O.. U-) In j N W '-6 3 4'-a4' z -* � C) O _ _ - o � VA-r I o>�f - POWDER ool�f Z C L., �l 1�f A5�` fi' 8A�' E L. VAS f 011 1"iAS�" ' �A�- -� I=�OOi� PLAN fig' ROOM s AS - SCALE: 3/8' = 1'-0' A8 SCALE: 5/8' = 1'-0' AS SCALE: 3/8' = 1'-0' AS SCALE: 3/8' = 1'-0' z f a. U Z v 0 Q U Qa Z O Q 0 UZI N cn Q to p - / Z «� z W o m W O n w. M y N N O I r*-. 00 1 O O f t , r 1 , 85'-0" 25'-0" 251-0" 351'011 Z O I6'-311 ,_g,. 51_011 2'-I" 16'-311 1_811 5'-0• 2'-1" I6'-311 '-8" 5'-D" lo'-O" E < W I h WALL 1 WALL 2 3/4 - p � STEP Y555 STEP ? m PIER EOOTI NG SGHEOULE [105'-7°] r - , SSE ry � ( SIZE OF FOOTING REINFORCEMENT _ — _— — — — — — — _ — — —_ _ _ _— — — I I I I r 1 I L - 21_6tlX21 y11X10" (3)-#5 EACH WAY 106-51/411 i i 2 3'-011X31-01#XI'-O" (3)-#5 EACH WAY L o- ) T.O.SLAB 3'-b"X31-6"XI'-O" (5)-#5 EACH WAY I 1 r I I FOOTING WITH 4'-O"X4'-0"XI'-O" (6)-#5 EACH WAY STEP 55B STEP II I 2 I ( FOOTIN (3)- EACH WAY STEP 41-6 1'X41-6 11XI'-411 (?)-#5 EACH WAY 1 - -- [1061_-�11] - - - - - - STEP = 7'-O"X-1'-O"X21-O" (q)-#6 EACH WAY - - - a O - l ( I W NOTES I a II t, r- - --- - -- (1031_311) - - - - - -- - - I �I I Q- I I I fy=60000 PSI .; O I 2. fG=3000 PSI 13. ALL FOOTINGS SHALL BEAR ON v ) v c 3'-6"X31-6" 3'-6"X31-6"X10" I I T.C.SLAB UNDISTURBED NATURAL SOILS. 1 C PIER FOOTING FOOTING WITH 0 (4)- #5 EACH WAY r I I N .� I I I I FOOTING ►� c WALL WALL jl I 2 I O I STEP I I _ O .°� STEP s-rB - STEP .I 2 S58 I o �� I I [- -- - -� I 4 ° �— - - - [10�'-4"] —J I s5B I I I I j I SSB v I o �, ---- - - - - - -- - - - - - - - �?-I % I l I 4" SLAB-0N-GRADE I I I [10"11-8 I/2,1 `WITH 6Xb W2.IXW2.1 WW.F. L - - - -- % "P - - - -- - -- - - -- v o L '' r 108'-0 1/4" L-1 r-J I I SAP G 1 T.0'SLAB, I ( �' I N I I 16 2'-6"X2'-6"X 10'1 Im FOOTING WITH 2'-o"X2'-O" PIER I I I FOOT1110 N I I I 13)-#5 EACH I 3z I I I 0 I CL STEP 106'-8 1/4 NAY _ o I I o I I o 1 I I I a I I T.O.5LAB I I _ I I o 11 - - - - - - - -- - - -- - - - - -- - - J A - -- -- -� g 4" SLAB-ON- E GRAD W -- I I W I I I WIT 6X6 W2.IXW2.1 W.W.F. I i (3)-2X6 I I O FOOTING I i I 6 I COLUMN I! I I STEP I -- - I i _ - _ m I I = I FOOTING)WITH 11 I I II 1 11 tl 1 I I - 2 -6 x2-6 X10 4 5 3-o x3-o xlo I I (� I J FOOTING WITH T F d) �I I " ( I (3)-#5 EACH I I (3)-#5 EACH WAY- I I I 3 N I rv, I t 11 m �I I I0-7 8 1/4 I I �, WAY I'; 1 o ! I I SSB f 19 - TS EP T.OSLAB I_I I II I z I "I I`' 1 I �I I - - ---- --- --- - -- - - - - - -J li I � - Q I 4" SLAB-ON-GRADE I I 'I _ _ I I W L -J I f I I WIT 6X6 W2.IXW2.1 W.W.F. ( I - _ _ _ - --- — -__J I 8 ! m I I i �.�r• I I s I 6 I I ilk I ( ! f SSB III I �t _ 1o'-2 1/411 I WI I I c0 5 2-6 >c2 6 XIO I I 5 3 O X3-0 XIO _ — _ ( I ' WITHL6X60W2 IX 20.1 W.W.F. � r I VL2'-O"X21-0" PIERI I f FOO-ING WITH SSB FOOTING WIT -2-O X2-O FOOTING (3)-#5 EAGH I I I (3)-#5 EAGH WAY PIER STEP 108'-5 1/4" I ( -� { I 44'-6" m OIL.J (- O.5LABr--� L � r- - I I d �� ' i i- - -- -- - - - - -- � I � _ I� I � I _ T.osLAB iv I i I - I _ Z L I r- - - -- _ � I a I I Q [108'-6"] I� - I - - - � 5�B I I w I I 5 = 8 I ( m 4" SLAB-oN-GRADE I j w1TH 6x6 W2.IxW2.1 W.W.F. I I I I WALL I I 5-0 �.• 3'-6"X31-6"X10" - 5118 't _ (48'-8 1/2") STEP I I �� FOOTING WITH i ! I v L - - - - - -- - - -- - - - - - -- - - -- - -- - J I 11 1 11 I I (4)-#5 EACH WAY 1 I I H m I .. , . . 1" i 4'-6"X4'-6"XI'-4" I 44'-6" w , PIER FOOTING I I PIER FOOTING I I I Q T LAB N I I- -- - - - - - - -'-- " -- - - -- -- -'— _J [107 8 i/2 ] [102 10 ] � I W O Lo I I 31-011X3'-O"X101--�{� -I -1 _ I I X O.S - 10'-2 I/4" I I I V 0 N N E I I FOOTING WITH I ( ry ( 3 _ 4 WALL i L^IALI ! In Lo I I (3)-#5 EAGH WAY L -L -J I I I N ssB STEP rn rn Z rn rn I I 6" SLAB-ON-GRADE WITH I I I I (n I I #5 AT I'-O" EACH WAY L - (48'-8 1/2") -_1 I F- 0 I\ Q - - - - - - - - -- - - - - - fi1 J W Z 3 T.O.SLAB m i ; [10-11-8 1/2"] [102'-10"] I! - - ~ .a< SIB i I N _ � I 2 -6"X31-6"X10" _ `1 WALL _.._STEA F`� (, j FOOTING WITH STEP C _ STEP--I (4)- #5 EACH WAY I _ W 558 e r- J L I � Q � I I z # -(CIV-6 - ") -J I U Ir-- - - -- - - - -- - - 0 V FOUNDATION FLAN Q a TEP E UNf T& 58 = 1O z 555 `� _ I'i-8 5-6 -ID I-1-8 5-6 -10 16-6 51-611 I -10 FOUNDATION NOTES: - 1 11 1 11 I 11 1 11 1 tl 1 11 i " 1 vr r 10'-O" 25'-O" 25'_0" 251-0" 1. DATUM ELEVATION 100'-0" EQUALS ACTUAL -74'15'-3 3/4" Y O 2. [XXX'-X"] INDICATES TOP OF FOUNDATION WALL ELEVATION - a 3. (XXX'-X") INDICATES TOP OF FOOTING ELEVATION. C 4. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS L15TED IN G SOILS REPORT. 5 CONTRACTOR SHALL PLACE (3)-#5 VERTICALLY FULL HEIGHT 0 OF WALL AT HIGH SIDE OF ALL WALL 5TEP5 HIGHER THAN 4'-0" IN ADDITION TO WALL REINFORCEMENT SHOWN OTHERWISE. U 6 ALL FOOTINGS IN CRAWL SPACES SHALL BE BACK FILLED WITH COMPACTED 5TRUGTURAL FILL TO THE TOP OF FOOTING MINIMUM UNLE55 NOTED OTHERWISE ON PLANS OR SHOWN ON 5EGTION5. '1. FLOOR ELEVATION5 5HOWN ARE AT TOP OF SLAB OR AT TOP OF PLYWOOD FLOOR SHEATHING I 8 FOOTING ELEVATION5 5HOWN ARE MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO SOIL CONDITIONS. VERIFY CHANGES WITH 5TRUGTURAL r ENGINEER ��.�``►�ALD,��'•4 U a O • ,k M O ` e Z O � Z 1-- '., •. is L • P W Li c F 0�-�•�`�%, M =fill O -� Vi ( p rn rn r- O t I�l 00 i 1 I Z O E w (n < w k 4 M 0 Q s v Q) a` } f p 4 SLAB-ON-GRADE WITH 6X6 W2.1 X W2.1 I- r W.W.F. ON 4" GRAVEL BA5E E RE: SHEET 53-51 v I 4 4" SLAB-ON-GRADE WITH 6X6 W2.1 X W2.1 W.W.F. ON 4" GRAVEL BASE RE: SHEET 83-51 _ 9 1/2" 501/45 3 AT 1'-O" c�B 5 55$ ' 2X6 AT I'-4" BEARING WALL ABOVE 4" SLAB-ON-GRADE 2X4 AT I'-4" BEARING 1 - WITH 6X6 W2.1 W W 2.1 X 2.1 ALL ABOVE I- ry ! W.W.F. ON 4" - GRAVEL BASE J d)ry - - REs SHEET 83-51 q 1/2„ a NI J STAIR 501/45 5 AT i 5sB zi z X6 AT I'-4" BEARING HALL ABOVE 108'-8 1/4w N J WALL ABOVE i C'N i I l� ! T.O.PL YWOOD I I - j j r N DOUBLE r 9 I/2" a J� �� - STAIR rl � JOIST L BGI/45 56B { 3 - - ^2 "t, O N I I S AT I'-O" I 9 E3 l ! ry Z � IIE I ' DOUBLE J JOIST V (/) O to J I O N N �)( ' ; 108'-8 1/4" (\`1 j ` l FX to Lo -( j i T.O.PLYWOOD r(V 56B i I W STAIRI Q I Z l9 2 �- O x 56B I ry) N 1/2" i { I I z a 4 ; W z LEVEL Z� f i`e T 4 3 108'-8 1/4" (\V I I T O.PLYWOOD = 56B ! J U N I T e 50 - 510 Ld 0� O UOOD FRAMING NOTES: 1/2 56B ; 1. ALL WOOD FRAMING JOISTS SHALL BE 4 1/2" BGI/45 TYPE JOISTS AT 1'-4" AS Z U LLJ I { ' MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL 0 I I 4 i I { HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED (n = BY THE ENGINEER OF RECORD. 0 () 2. "V.L." INDICATES VERSA-LAM BEAMS, AS MANUFACTURED BY BOISE J Q CASCADE CORPORATION. ALTERNATES SHALL HAVE THE SAME OR Q GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. Z 3. ❑ INDICATES COLUMN DOWN ONLY. Q 4. E INDICATES COLUMN UP AND DOWN UNLF-55 IT BEAR5 ON CONCRETE 0 WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. (2)-CI 1/2" V.L. { I { 5. < > INDICATES TOP OF BEAM ELEVATION. ry /47_� I 6, ---- INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. Q 55B I I -T. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERWISE. it - --� 8. GOLUMN5 SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. ry Q. EXTERIOR WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO 0 CEILING OR FLOOR TO ROOF. TRIMMER5 SHALL BE ADDED TO NOTED r COLUMN 51ZE-5 AS REQUIRED. I0, ® INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS BEARING U LOCATIONS SHALL LINE UP WITH 5TUD5 BELOW II. EXTERIOR STUDS SHALL BE SPACED 2'-O" FOR WALLS 5HORTER THAN 10'-0". STUDS SHALL BE SPACED I'-4" FOR WALL5 SHORTER THAN 14'-0" e AND TALLER THAN 10'-0" N�nuu►► 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE MADE .�` O�A LD W R ITH 51MP50N STEEL PLATE CONNECTORS UNLESS NOTED OTHEWISE. � E eRFO a� ., Co , i iP ♦ W O r , Z !- _ `7 - m W O `� ✓ O = co c0 0) 0) N N k { O P r­- 00 I - 0 0 x E I 4 - t 4 ,^ i Vz t SbB 6X6 0 r COLUMN j W Li E E 0 V.L. �3 OR 6x5 (4)-2X6 2X12 SIMPSON HU i COLUMN AT 2'-O" HANGER I 6 i W12X45 {117'-4 -1/8"1 v (3)-12" V.L. (3)-2X8 UP UP (4)-2X6 s f OR 6x8 `l ONLY ONLY COLUMN 1 1 I 1� (4)-2X6 2X12 COLUMN AT 2'-O" I I I UP , O i I ONLY ^ a b W12X45 1II-7'-4 -7/5"; I 5 1/5" X 12" &L. i U (3)-2X4 (3)-12" V.L. (3)-2X8 UP UP I i (4)-2X6 AT I'-O" , O BRACE OR 6X8 ONLY ONLY COLUMN (3)-2X8 TO FLOOR 1 , 12" BGI/45 j {I O �✓ c !_ (4)-2X6 I II r (4)-2X6 AT I'_4tt Qo COLUMN 2x12 COLUMN ! i I -1 7 �c AT 2'-0" i AT g 41/45 F t_ n � M F W 12X45 111'l'-4 7/8"{ I I 2 F-�y 1 ` 2X6 �� AT :2'-0 — - - - - - - - - - -- - - - - - - - -J 56B 5 I 56B �f } 1 12" BG1/45 2X6 AT P-4" BEARING WAL BELOW 4 (5) 2X 1 i,'\,I (� _2X12______ __ _ _ O ,� 2X6 AT 2'-O" BEARING WAL ABOVE 2] -_ It-UP UP 7 ONLY ONLY I Z AT I -O {111`-6 7/8"{ i-- -- 1 12" BGI/45 i _ �T� I ' < AT 1'-4" 2X4 AT 1'-4" EAR'ING WALL BELOW ! (3)-2X4 1 Q 2X4 AT 2'-0" BEARING WALL ABOVE i i N I I (z r BRACE a1 I x I �L x TO FLOOR I I t �L _ STAIR 501/45 I -� 7-T �AT 1'-4" I �. r 56B , ,—� Y9�El 2X6 AT I'-4" BEARING WAL BELOW %x (3)-2X12 2X6 AT 2'-O" BEARING WAL ABOV X4 AT 1'-4" EA SIN WALL BELOY� I i I i ( I I � 2 G II 1I 2X4 AT 2'-O" BEARING WALL ABO I N j J {� SIMI ON HU X_ I i i (3)-2X6 �i i J Q, -- HANER; N - ��_ COLUMN > i 12" BGI/45 12" 5GI/45 I 2" BGI/45 i TYPICAL STAIR N AT I'-4" AT 1'-0" iT I'-4" i ry` —7— f I I n m r ! -j Y I I 11'f'-? 5/b" -j I OPEN I I 3 1 (3)-2XI2 ] ?512-__- —`�1 I �_�1 --_--- T.O PLYWOOD zl l SeB L - 2X6 AT I'-4" BEARING WALL E3ELOPq 41 I WII 1 N 5 ml i 4 LJ X — — COLUMN W STAIR > J I I> Li (3)-2X8 f-1 l i T.O.PLYWOOD J I I N r OPEN �_- 4 I I l d U � 0 0 In Lo COLUMN >1 I d) i W 1 rn fi 117-"1 5/8" JI I {� a =- C3)-2X8 (3)-2x8 I i(2)-cf 1/2" V.L. O X X T.O.PLYWOOD OPEN i I I i �-- III SbB 4 Wz m z , s6B Ll uji 0- C) x I cv i Q w m ! (3)-2x8 (3)-2X5 C2)-a 1/2" V.L. 1 I O I LEVEL I ' ► o W 4 - , � -- U'NIT& 158 - 510 � Q U J WOOD FRAMING NOTES: Q a i I ALL OOD FRAMING JOISTS SHALL BE Br-,1145 TYPE JOISTS AS Z W MANUFACTURED BY BOISE CASCADE CORPORATION UNLESS NOTED OTHERWISE. 0 t ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED Q BY THE ENGINEER OF RECORD. 2. "VL." INDICATES VER5,A-LAI-1 BEAMS, AS CASCADE CORPORATION. ALTERNATES SHALL HAVE MANUFACTURED THE SAME OR Y j GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 3. ❑ INDICATES COLUMN DOWN ONLY. Q F 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. F 5. < > INDICATES TOP OF BEAM ELEVATION. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION �- -1. HEADERS SHALL BE (3)-2X5 UNLESS NOTED OTHERWISE. U 8. COLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. i • STER�cO•• G. EXTERIOR WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO CEILING OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED C :, COLUMN SIZES AS REQUIRED. 10. ® INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS BEARING z J s LOGATIONS SHALL LINE UP WITH STUDS BELOW. '.,� •.• of 1-r�• ,� 11. EXTERIOR STUDS SHALL BE SPACED 2'-O" FOR WALLS SHORTER THAN 0 , 1 10'-O". STUDS SHALL BE SPACED 11-4" FOR WALLS SHORTER THAN 14' i AND TALLER THAN 10'-0" to � f 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE MADE 0 WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. M O Z F- ,,.�R W O O N O C I1% 00 0 0 z o W ILI _ � o K10 �' o 565 `� q ci o � iiL a ND 2X6 OVERF I MI FF V2- -V.L. , AT 2-O v UJI o v - - - - - - - - - - - - - - - - - - - - - -- - -- - ILd o E OVERFRAMING 565 t �> r I 1. PREFAB. TRUSS ° t j CAB: Twos _ - j I 563 - t t N — 1 it 2 6 T 2' " B ARI NG WAL j W - - --- c� r I L — - C - W ( � 2 2-0 nn 10 X4 AT ' ' BEA ING LL J I SV n r I 1 ' YBARINe �l� � N 1 RIDGE TRUSS W 2 6 T 2' WAL I lj I - PREFAB. TRUSS Q i T I d TI AT 2'-0" - —1 :X4 AT 2'-0' BEA ING LU �- RIDGES LINE W j H 8 SS ZCAB � II W �v m Lil T2 AT 2'-O" , tu !_-_--J l� j ll Q _----W I d IL< W (V Q I � ►L},�• J I i �p Q X LFF I- ' tY C -�� -ii-166r= LINE I W I 0-{- I ( IJJ I N � �� x - F, d) n k. x I ^m n I I d "j z I I I Lr Lu I (_ u- L—_1 _� w I — q _ cn o Lo �i u- j H O N N c iv d =- 2X6 n"' W to Lo I I QAT 2'-O" X 2X6 AT 1'-4" ry ~Z LADDER FRAMING - 0) 0) N Q J Z tb .L.Q / IL 0 rn u- Ld z � a 10 2X6 d I 563 563 U AT 2'-0" x 2X6 AT 1'-4" R 563 ry LADDER FRAMING Q Of Z - - - - - -- - - O w V) = Q 563 S6B Z re I t i s UN f T e 5a - E510 cy- r 1/4" = 1'-0" O PREF,45RICATED ROOF TRUSS NOTE6 ROOF FRAMING NOTES: I-- I. PREFABRICATED ROOF TRUSS LOADS: I. ROOF SHEATHING 5/b" (40/20 SPAN RATING). STAGGER PANEL END U LIVE LOADS AT TOP CHORD= 50 #/F-r. JOINTS AND FASTEN WITH GLUE AND IOd NAILS AT 6" MAXIMUM ALL j F DEAD LOADS AT TOP CHORD= 10 #/FT. EDGES AND i O MAXIMUM OTHER SUPPORTS. DEAD LOADS AT BOTTOM CHORD= 10 #/FT. 2. RE. ARCHITECT FOR ROOF SLOPES AND SEARING HEIGHTS. •,`�' °'srE°•°�4''� WIND LOADS - SEE 5TRUCT1)RAL GENERAL NOTES. STRESS INCREASES OR LOAD REDUCTIONS ARE NCT PERMITTED. 3, ALL HEADERS SHALL BE (3)-2XIO UNLESS NOTED OTHERWISE. Q 2. SHOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND REVIEWED 4. ALL HEADERS LONGER THAN 8'-0" SHALL REQUIRE 2 TRIM STUDS BY CONTRACTOR, ARCHITECT, AND STRUCTURAL ENGINEER. AND 2 KING STUDS EACH SIDE. a 3. THE TRUSS MANUFACTURER SHALL DESIGN AND SHOW ON SHOP DRAWINGS 5, ALL JOIST HANGERS 51MPSON U TYPE UNLESS NOTED OTHERWISE Q0� ALL TRUSS TO TRUSS CONNECTORS � 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM, SHALL °'�,,� 4 fi m �\-O.�`�� 4. SIMP50N HD2 5 CLIP ANGLES SHALL BE INSTALLED AT ALL EXTERIOR USE SIMPSON PLATE CONNECTORS UNLESS NOTED OTHERWISE ON CO WALL TRUS5 BEARING LOCATIONS. DETAILS. 0 F R M O p Z : o r � W w � 0 r 10 W W 0) 0) (V N 111 00 k RIM JOIST— INTERIOR STUD O O NOTE: BEARING WALL AT P05T IN WALL #5 AT 2'-O" X - 4" SLAB-ON RE: PLAN INSTALL FLANGES t OF BASE TO FIT IN FLOOR SHEATHING WALL._ 51HP P EAGH35 (SCREW AT 4" O.G. WITH fV GRADE WITH E INTO BLO KING DRIVEWAY bXb W2.1 X W2 1 BLOCKING PANEL WJN F. r - SIMPSON LCB 2X8 (TREATED) WITH FLOOR JOISTS ° d' z WOOD POST POST BASE 1/2"m X 1 O" ANCHOR RE t PLAN EXTERIOR STUD WALL - (LOAD BEARING) I'-4" 6„ 6„ I'-415OLT AT 1'-6" WITH SHEATHING oOq oO.OQa:4.;00 O.;�• W G RE: PLAN X I/2" ISOLATION JOINT Oo o a o'P,�°° o n o N CONCRETE EACH WAY FLOOR SHEATHING (2)_#5 Q W 4" SLAB-ON-GRADE (SCREW AT 4" O.G. WITH SLAB-ON-GRADE CONTINUOUS • Q � ON 4" GRAVEL BASE WJN.F• WITH W W.F. 10 GAGE SCREWS GRAVEL BASE k RE: PLAN RE: PLAN INTO BLOCKING) #5 AT 2'-0" I RE: PLAN RIM JOIST-- FLOOR JOISTS °a I c RE t PLAN - a rrrrrrrrrirrr�wlrrr _ r.. °°• -- _ :oOq°O.Ooo'o:;00•; .o : ;A AT 4,�1, CLIP SEAGH �' T. 4 0 0 o•• o' BLOCKING PANEL BLOCKING PANEL 2X4 KEYWAY d = o o . Oo•d• #5 AT MID-HEIGHT sJ'O.• .Q'Q• , e •p a 4 ° #5 AT 2'-0" X �I o #5 AT 1'-6" ° (2)-#5 2X8 (TREATED) WITH RE. PLAN LEGS ALTERNATE (V ID VERTICAL e CONTINUOUS 1/2"OP X 10" ANCHOR SIDES BOLT AT 1'-6" b" q 4" RE: PLAN 4" #5 AT I'-4" 4 Ij L G HORIZONTAL (2)-'#5 O W CONTINUOUS �----BLOCKING PANEL 4 _ a T1° AT 4'-0"#5 AT I'-6" °8' VERTICAL 4 (2)-#5 �► ^^ a 5 E C T I ONl `` CONTINUOUS 3/4" = l'-0" ° • RE: PLAN ^' o #5 AT 1'-411 HORIZONTAL ° F C a f �I 1 rO ° 8"d &ECT I OI 1 I O O V C (2)-2X6 INTERIOR • C BEARING WALL 1/2" ISOLATION ° a F 2X6 TREATED N 4" SLAB-ON-GRADE ° 11 " 1'-0 1/2" WITH W.W F. ON 4" ° WITH 1/2 (P X 10 2X4 KEYWAY �I ANCHOR BOLTS AT GRAVEL BASE 2X CONTINUOUS WITH EXTERIOR STUD WALL } rrrrrrr rrrirrr*rArrw ° 1/2"m X 10" ANCHOR WITH SHEATHING y� L " ° ° ° 1/2" ISOLATION BOLT AT 3'-0" o •°q° Q�ac'•a:'o�o:QA=•'.6' JOINT (X I/2" ISOLATION v WITH AB-ON-GRADE o n 4 ! ° • e 4" SLAB-ON-GRADE JOINT I ° ° ea WITH W.W.F. ON 4" � i L �T. - p - 2X4 KEYWAY a 4" SLAB-ON-GRADE WITH W W.F. • - ,. 4 ° GRAVEL BASE (2)-#5 ° ON 4" GRAVEL BASE .0" a° ' 0 ° CONTINUOUS 4 4 G e ° RE t PLAN rrrrrr�rrrirrr�"fir�r #rj AT 2'-0" ° • rrrrrriwwrrirrrWr�lr r .`o Op *c)(34—�rOA °�•; VERTICAL •o o p'L • 7r • • '�' • e0 O• O Q 1•.•.O O e OOQ 0:�oo:0.: ° d • . .r• Q.. l{ ..� 4 I • ^QpOo-O`O••nO�Y �OJ..Or, • &° 4 e• •' !.',11 !: - e • ° 4 • ° -1 AZIa ` I e V V O! 1 'V O F ,. (B)-#5 Z #5 AT 2'-011 3/4" = 1'-0" 2X4 KEYWAY _ ° HORIZONTAL O O :2'-0" I-45 AT RE: PLAN $ MATCH VERTICAL ° REINFORCEMENT 6" • 811 2,_011 411 WITH 51MP50N PG ° LEGS ALTERNATE 7r 7r COLUMN GAP AT TOP d ° SIDES : O 51MPSON GB &E C T I ON 4 ° COLUMN BASE 3/4" = I'-0" 5 E C� I ON 10 #3 TIES CONTINUOUS k 3/4" = 1'-0" A' — — 4 � f ONl 2 f _ _ • • /� 4 14" 0 PILASTER r\/`./' A 14 3/411 = 11-011 #3 TIES AT 2'-0" INTERIOR STUD I BEARING WALL • � RIM JOIST EXTERIOR STUD WALL WITH SHEATHING a I F SIMPSON A35 FLOOR SHEATHING • to O lt') E BLOGKANGH PANEL 10 GAGE SCREWS • (SCREW AT 4" O.G. WITH FLOOR 5 G U (SCREW AT 4" WITH RE: PLAN .e [ (4)-#4 X INTO BLOCKING) 10 GAGE SCREWS) ` 4" BLOCKING W I I 2X8 (TREATED) WITH FLOOR JOISTS REINFORCEMENT 1/2"m X 10" ANCHOR FLOOPRAJDISTS RE: PLAN Z CY) CD I e RE PLAN BOLT AT I'-6" - (3) O • 1/2" ISOLATION JOINT SIMPSON A35 (n ° CLIP EACH ~ 0 � Q - 4" SLAB-ON-G JOIST RADE U Z O Li a WITH W W F. 2X8 (TREATED) WITH w Z A •-° 1/2"m X 10" ANCHOR t— RE: PLAN BOLT AT 1'-6" _ I RE: PLAN q rrrrrr�rrirrr� rrr (2)—#5 • U BLOCKING PANEL CONTINUOUS o , o 5ECTION :oOp O ' $moo.bA p.•I ° 1, 0 Qe Oa o..• :. o•A AT 4-O #5 AT I'-6" W • Q ° 4 VERTICAL 4 4 3/4" = I'-O" ° \—(2)—#5 I ° z U d e CONTINUOUS • ° O W F- #5 AT 1'-4" 4 #5 AT I'-4" 4 (n HORIZONTAL HORIZONTAL F F ' a a e Qa 8 n4 A e— P a11 C #5 AT 1'—&" ° ° O VERT I GAL 0 2X6 AT I'-4" INTERIOR ° BEARING WALL Y • e N d° e I I/2" 2X6 TREATED WITH ° Q 51/21, 5 142" 1/204) X 10" I/2" ISOLATION 4" SLAB-ON-GRADE ANCHOR BOLTS 1/2"I/2 ISOLATION JOINT AT 3'-0" 4 JOINT 44. WITH W.W.F. 4" SLAB-ON-GRADE '° 4" SLAB-ON-GRADE 4" SLAB-ON-GRADE k WITH WJN.F. WITH WJN F. ON 4" 2X4 KEYWAY 2X4 KEYWAY GRAVEL BASE 411 0 GRAVEL BASE k 4 ° �. ° ° ° q, _ rrrrrrrrrrirrr�r�r�r ° • � rrr.rrr�rrirrr� r�r • ° poi °° :op a �' q o•o o.o• •' o o.0• ..o `°�° "QaG, :40•; 'A :Q':o +tnu::►i E ° • O� OsO4�•0••QO•; �A:�d�•O '4 Oe0 o•O ^O Oe OO..•-O t+. O ° � ° v _ • RFC°°•��i F - 40 (3)-# RE: PLAN 4" • 4 RE: PLAN RE PLAN cD I m '%�TF' p%%% I•e) o ECT IN 8 ET f O SECT I N 3 loo, z 3/4" = V-O" 3/4' = 1'-0" 3/4" = 1'-0" F- i 9m Z g i W LL - &N _ O I 0 4 V) k - P M r-+�..... RH^+ .../`♦ .. > ,... .s n .. .�.....- - a.a•,.r,rrr^...,c+ .-Mra... s•.'!.-+*r+a r .-+WwK ..n,w�..--...a+. ^`.v+. �.'s"..'•.c..-r+x. ... +.._...n... . «....fv+- � e-....... .. n >s-. .. r..- ...a,..�+..w.._... -.+n.. ..wT"`^..,.""a�w+.++...-....s.+ -. ...�,s-.-T-.n^n..w�+...,. n ....r ._ r. .ry ......w. +--...+.+-, -...e._� ,.- -v....�„^.- ........+.+....-....._tir, ...-.. ..........h ..._...___. . _.........-.-.oc--�-.._ _ .. _ _ _ ...... w...� .... _..-..-.r .. ..... _ .. ._ •-' ____,. ..-... -...< <...._ .._ .., _ `_ -___._ .... .._. _»._.-..-.- ..-1-+.�.a».o4....-__`�-....�-,+�...�....++-. ..-. EXTERIOR STUD WALL WITH SHEATHING ' GENERAL NOTES FLOOR SHEATHING FLOOR to to 1. LIVE LOADS USED IN DESIGN: C. LAMINATED BEAMS FLOOR JOISTS SHEATHING 1 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 RE: PLAN WITH N A. ROOF 80 P5F fERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE . SIMP50N IT HANGERS FLOOR JOISTS WET. 4 `O RE: PLAN B. TYPICAL FLOOR 40 PSF 2. LAMINATED MEMBER SHALL Be DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL C. WIND GLUE LAMINATED TIMBER. LATEST EDITION AS PUBLISHED BY AITC. 12 1. BASIC WIND SPEED 80 MPH 5. PtRDVIDE UNTS CONFORMING TO AITC 117. 22F-V8. D.F. FOR CONTINUOUS •• 2. EXPOSURE B MEMBER5 AND CANTILEVERS AND 24FV5 FOR SIMPLE SUPPORT MEMBERS. ROOF- to 1�EMBERS SHALL Be DESIGNED WITH ZERO CAMBER WITH TOP SURFACE SH�ATHING G ZO P. EARTHQUAKE ZONE 1 CLEARLY STAMPED ON EACH MEMBER, RO� JOISTS 2. NON-STRUCTURAL ELEMENTS: D. PLYWOOD DECK AND/OR WAFERBOARD RE:a PLAN iW 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION A. ELEMENTS SUCH AS NON-BEARING PARTITIONS. ETC. ATTACHED TO AND/OR SUPPORTED 5HALL Be, IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN BL CKING (2)-2X10 WEB PACK Q W BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL PLYWOOD ASSOCIATION. WITH 112 BOLTS AT 2'-0" 0 w MOVEMENTS. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF BLOCKING HE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS STEEL BEAM 5. FOUNDATIONS: OF U.S. PRODUCTS STANDARD PSI. LATEST EDITION FOR PLYWOOD. ALL RE: PLAN WITH PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO 2" (2X 4 1/2" PLYWOOD) A. MAXIMUM SOIL DESIGN PRESSURE. 5000 PSF -HE WEATHER SHALL Be OF THE EXTERIOR TYPE. TOP PLATE WITH 1/2"� 5. FCR FLOORING USE 5/4 T*G STURD-I--FLOOR SHEATHING NAILED AT 4" O.G. BOLTS AT 2'-0" 0. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. G5-iG45 ALONG PANEL EDGES AND AT 10" ALONG INTERMEDIATE SUPPORTS. 2X AT 1'-4" BY CTL/THOMPSON. INC. DATED 9/13/95. 4. FCR ROOF USE 5/8" (40/20 SPAN RATIN�.) EXPOSURE I SHEATHING NAILED AT 4" 51MP15ON 1-51-1 BEARING WALL O.G. ALONG PANEL EDGES AND AT 12 ALONG INTERMEDIATE SUPPORTS. HANGERS C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING S. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I SHEATHING ELEVATIONS SHALL Be VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY IJALED AT G" O.C. ALONG PANEL EDGES. CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF G. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN ON PLANS WITH THE FACE FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PI..YCLP5. TONGUE AND D. ALL FOOTINGS ARE TO BE PLACED ON FIRM. UNDISTURBED. NATURAL SOIL GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS. r OR PROPERLY COMPACTED BACKFLI.._. APPROVED BY THE SOILS ENGINEER. OACKFILL SHALL BE COMPACTED TO 9S% (MINIMUM) STANDARD PROCTOR E. PREFABRICATED WOOD MEMBERS SHALL Be THE TYPE NOTED ON THE DRAWINGS DENSITY UNLESS OTHERWISE RECOMMENDED IN THE 501-5 REPORT. IF SOFT AND 'eHALL. BE "DCI-JOIST" AS MANUFACTURED BY BOISE CASCADE CORPORATION. N SPOTS ARE ENCOUNTERED REMOVE SOL AND RECOMPACT WITH APPROVED ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. WEB BLOCKING AND G T I O T I O I I 1 FILL. (RE: SOL REPORT FOR BESCRPTION OF BEARING SOIL.) BRIDGIWG TO BE AS REQUIRED BY THE J015T MANUFACTURER. FASCIA 5/4.. = 1'-O 5/4" = 1'-O E. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL ATTACHED FLOORS G. PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE RE: ARCH. ARE IN PLACE. NOTEC ON STRUCTURAL DRAWINGS, WOOD TRUSSES SHALL BE DESIGNED TO FULFILL FLOOR Fey STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS HEADER RE: PLAN SHEATHING c) O F. CENTER ALL F00TING5 UNDER WALLS. COLUMNS OR GRID LINES UNLESS OTHERWISE SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. RE: PLAN r NOTED ON PLANS. H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS I G. CONTRACTOR TO PROVIDE, AT HIS EXPENSE. FIELD DENSITY TESTS ON COMPACTED FILL CAPACITIES: Fb - 2800 PSI. E - 2.000.000 PSI. Fr- = 750 PSI, Fv = 286 PSI. BUILT UP MEMBERS (� - UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MINIMUM OF 2 REPRESENTATIVE SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. r 1 a TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB-ON-GRADE. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 1/4" WIDE MEMBERS. h H. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CON01- IIIII'!'P E,.y I . GENERAL: TIONS MAY Be BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 12 4, CONCRETE: A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. ����i,' B. VERIFI' ALL OPENINGS THROUGH FLOORS. ROOF AND WALLS WITH MECHANICAL AND > o I A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND ELECTRCAL CONTRACTORS. VERIFICATION OF LOCATIONS SIZES LINTELS AND ��----ii t „ CEMENT STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE ROOF SHEATHING FLOOR JOISTS �--� FP -0 CONNECTIONS ARE CONTRACTORS COMPLETE RESPONSIBILITY. v STRENGTH IN 28 DAYS. c WEB PACK - RE: PLAN �y ►"'� o 1 B. THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC-11.6 33 f'cc C. PROVIDE ALL EMBEDDED ITEMS IN 5TRUCTURE AS NOTED ON ARCHITECTURAL. PREFABRICATED W o MECHANICAL. ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS ROOF TRUSS (OR 57.000 f'c NORMAL WEIGHT CONCRETE). VERSA-LAM BEAM H NGER IU a .; EMBEGOEO ITEMS AND AIJGHOR BOLTS SHALL BE FURNISHED BY STEEL SLPPLIER RE: PLAN RE: PLAN HANGERS G. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS. AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM AEG. Qy JOINTS SHALL Be SPACED 10 FEET AND CUT f DEEP X 1/8" WIDE WITHIN P. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE �� c) 2 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. EARTH D. SLABS. TOPPING. FOOTINGS. BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD E. 5UBMI- SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL = STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS t POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK FASCIA N f"""� 9 UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL Be AS DETAILED OR AS OF THr CONTRACTOR. RE: ARCH. REVIEWED BY THE ENGINEER. �V u E. ALL CONCRETE WORK AND REINFORCEMENT OETAILING SHALL BE IN ACCORDANCE WITH F. WATERPROOFING. VAPOR BARRIERS. ETC.. SHALL Be AS SHOWN SIMPSON H02.5 5/4" = 1'-0 ACI BUILDING COPE 518 LATEST EDITION. UNLESS NOTED OTHERWISE ALL EXPOSED ON TI-E ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. CLIP EACH JOIST EDGES OF CONCRETE WORK SHALL HAVE 1/2 INCH CHAMFER. USE STANDARD HOOKS G. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL Be CHECKED AGAINST FIELD FLOOR ON DOWELS UNLESS OTHERWISE NOTED. EXTERIOR STUD � ARCHI'7EGTURAL DRAWINGS. SHEATHING S. REINFORCEMENT: WALL WITH SHEATHING FLOOR JOISTS A. ALL REINFORCING SHALL BE NIGH-STRENGTH DEFORMED BARS CONFORMING TO RE: PLAN ASTM GRADE G16. GRADE GO EXCEPT TIES. 5TIRRUP5 AND PLATE ANCHORS WHICH SHALL Be DEFORMED OARS. ASTM DESIGNATION AG1S. GRAPE 40. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A18S AND SHALL BE LAPPED �J E ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. J I ' / t r C. REINFORCEMENT PROTECTION: 5/4" = 1'-0 'ul 1. CONCRETE POURED AGAINST EARTH V1 i, 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" t , 4. SLABSNANDNWALLSM(NOTEEXPO5ED TO WEATHER) 3/4" F D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR WEB PACK AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES. WHERE PERMITTED. SHALL BE A MINIMUM OF 5G BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE 2X6 OUTRIGGER VERSA-LAM BEAM ` ALL BARS CONTINUOUS AROUND CORNERS. WITH 5IMP50H IU RE: PLAN E. PLACE TWO #S (PER 8" THICKNESS) WITH 2'-0 PROJECTION AROUND ALL ROOF SHEATHING HANGER OPENINGS IN CONCRETE WALLS. SLABS. AND BEAMS. ALSO PROVIDE TWO 05 X 4'-0 DIAGONALLY AT EACH CORNER. G G (O r F. CONTINUOUS TOP AND BOTTOM BAR5 IN WALLS AND BEAMS SHALL BE J E 5PLICEP AS FOLLOWS: TOP BARS AT MI05PAN. BOTTOM BARS OVER SUPPORTS. 5/4" = 1'-0 G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI- TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO Be HELP SECURELY IN PROPER P051TION IN ACCORDANCE WITH ACI 518-77. G. 5TRUCTURAL. STEEL: BLOCKING EXTERIOR STUD A. ALL STRUCTUAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A5G EXCEPT EXTERIOR STUD WALL WITH R SHEATHING O LA PPE COLUMNS WHICH SHALL CONFORM TO ASTM A55 AMC) TUBE COLUMNS TO WALL WITH t/7 O O r . ASTM A500. GRAPE B. LATEST EDITIONS. ANCHOR BOLTS SHALL BE A507 STEEL AND SHEATHING RE: PLAN N N ( MISCELLANEOUS EMBEDDED ITEMS SHALL BE A56 STEEL. up O up Ln B. STRUCTURAL STEEL SHALL 0E DETAILED AND FABRICATED IN ACCORDANCE PREFABRICATED FLOOR SHEATHING W O O WITH LATEST PROVI5ION5 OF AISC "MANUAL OF STEEL CONSTRUCTION." REU PLAN cp ` C. UNLESS OTHERWISE NOTED. USE STANDARD FRAME BEAM SHEAR CONNECTIONS ? \ WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION AT EACH SPLICE TO SUPPORT GOY. THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BLOCKING X (n O Q � t BEAM AND SPAN. Z M N D. MINIMUM WEL05 TO BE AISC ANP/OR AW5 BUT NOT LESS THAN 5/1G" CONTINUOUS 12 FILLET UNLESS OTHERWISE NOTED. RE: W ZQ °IM 0 3 co E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING ROOF SHEATHING PLAN J SOCIETY STANDARD QUALIFICATIONS TE5T5 AS PETAILED IN AW5 01.1. - (L 7. NON-SHRINK GROUT: ROOF T U5S EB RRE: P ANOISTS = 00 S' A. NON-5H T I0 RINK GROUT SHALL BE PROVIDED AS FOLLOWS: RE: PLAN � w N >0 � 1. BETWEEN STEEL COLUMN BASES AND FOOTINGS. v u 8. WOOD: N y-CO n A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR. LARCH. GRADED BY Z LW.. C W M WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING Q :6 in C CODE AS FOLLOWS: THICK - 4 WIDE S UD fb = 800 sl C V H oo lm f Z' " TIK - G" WIDER T NO. 2 fb - 1250 ppP� NOTED ALLOWAO EESTRE5N5ES1 fb RE MIMMUr15 AND FOR NONREPETITIVE USES PRIOR TO SEC-710N ALLOWABLE STRESS INCREASES. 5/4" 11`0 Z B. PROVIDE 1 X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL WOOD JOISTS AND 2X 0 WITH S - 5TF L- WOOD MEMBF-P-5 COMMON AII-5 ACCORDING C THE UBC S ITH HEBULEAUNLE5S OTHERWISE NOTED. 0 0 HE HING SHEA HING I` INTERIOR BEARING Y FLOOR JOISTS STUD WALL FLOOR JOISTS RE: PLAN RE: PLAN RIM JOIST Q DO r I O i F 2X INTERIOR BEARING BLOCKING y STUD WALL: BLOCKING PANEL CENTER 5TUD5 AT 2'-0" CONCRETE FOUNDATION i UNDER TRUSSES WALL ' _ SIMPSON A56 RE: SECTION 6/550 CLIP - INTERIOR BEARING j Y � STUD WALL j SF=(:-,-710N 10 ���i)I!�'L(7 X41 to 0,0000 .' o 411 c 5/4" - 1'-0 ' cr ow 1' O z Mw 5 4" = -0 5/4 = 1-0 Z W 4. 1 moa : A• P"0 ® W 0 I t Wo< F coy O l t , cn ��N 11111 i F b I ! I I F '! 4" 5LAE3-ON-GRADE WITH #5 AT 6X6 W2.1 X W2.1 W.W.F. HORIZONTAL �\ \\ cD #5 AT 2'-O" X OO RE PLAN ,\ CY) � �. DRIVEWAY N N RIM JOIST #5 AT I'-O" V N t INTERIOR STUD BEARING WALL EXTERIOR STUD WALL VERTICAL WITH SHEATHING �\ 4' 6" 4" O 5" �� 6" SLAB-ON-GRADE FLOOR SHEATHING FLOOR SHEATHING \ #5 AT 1'-0" EACH WAY (!j °�o�.OQCs;0:'00•• '�O•• - dJ SIMPSON A55 � « I Oo°b o•o �°°�Oo n�Oo CLIP EACH (SCREW AT 4" O G. WITH • P BLOCKING PANEL (SCREW 5 R WITH IN CENTER OF SLAB W 10 GAGE SCREWS) i 10 GAGE SCREWS \ a Q W INTO BLOCKING) BLOCKING < � 5 CONTINUOUS 2X8 (TREATED) WITH Ar I/2"d> X !G" ANCHOR FLOOR JOISTS —FLOOR JOISTS #5 AT I -O" x #5 AT 1'-O" GRAVEL BASE BOLT AT I'-b" / RE: PLAN / RE: PLAN \ r 5" ♦ ° 1 1/2" ISOLATION JOINT \ G CLIP EAH I SIMP50N A35 4" SLAB-ON-GRADE JOIST - KITH W W F #5 AT 2'-O" HORIZONTAL W 2X8 (TREATED) 1 TH 2X4 KEYWAY 1/2"d) X 10" ANCHOR RE, PLAN BOLT AT I'-b" #5 AT 2'-O" X O RE: PLAN ♦ LEGS ALTERNATE fV ° ` a C9 DES ° CONTINUOUS ♦ ° ° 6" BLOCKING PANEL • AT 4'-O - - ♦ E # �0 0���••,°�o•,'O�•',��o " r _ 5CONTINUOUS e �C3)-#5 VERTI CI A-O L , (&)-#5 -O I a a a �1 I ° EACH Plc TO R (4000 P5 CONCRETE) " #5 AT AT I'-O KALL vVERTICAL � ' - ♦ CONTINUOUS -° ♦ ° ' a CONTINUOUS #5 AT i'-O" 5 #5 AT I'-O" ♦ �! RE PLAN HORIZONTAL HORIZONTAL VERTICAL f ° ♦L �. ° a Q � C T I ON � ° 511 .1 a n 6 < T— o 1 I!2" GLR. I I/2" .LR. }� ti 3 4 ° O #5 TIES AT ° ♦ ~i _ IY i, 2X6 AT G I'-4" INTERIOR ° ♦ BEARIN WALL -1 1/2 L (12)-#5 X _� °♦d a r « 2X6 TREATED WITH ° _ `—RE. PLAN 1 �I/2 X !O 6" SLAB-ON-GRADE WITH 10" a 5 1/2 5 112 1: « d d d •- « ANCHOR BOLTS ° 6" SLAB-ON-GRADE WITH -#5 AT I'-O" EACH WAY °° 6 SLAB-ON-G--RAD._ #5 AT !'-O" EACH WAY 2XA KEYWAY Q _ ` v r ` WITH #5 AT 1'-O" AT 3-O 2X4 KEYWAY \ J.A ILI, ` 0 d r ° EACH WAY 4" SLAB-GN-G-RADE WITH W W.F. ° ° °° < ♦ d ° : < j< aL�_ = GONTINUOU5 ° 4 CONTINUOUS °• uj a. < 4 d ! a ° • 4 ll. I - a < ° ♦ IN a °♦ RE, PLAN RE• PLAN RE- PLAN I 4" RE: PLAN 4" c Trr - 5EC� ION 5 & CTION 3 = C IC�i 1 k SECTION 8 3141 = I'-O" 31411 = I'-O" r � 3/4" = I'-O" F i I RIM JOIST i EXTERIOR STUD WALL -• EXTERIOR STUD WALL WITH SHEATHING WITH SHEATHING j ti 51MP50N 635 FLOOR SHEATHING GLIP EACH \ FLOOR 5HEATHIN6, (50REW AT 4 O.0 WITH BLOCKING PANEL \ 10 GAGE SCREWS (n O U) (SCREW AT 4" WITH 10 GAGE 5GREW5) INTO BLOCKING) (, IX O O 2X8 (TREATED) WITH BLOCKING O N N 1/2"4) X 10" ANCHOR / r—FLOOR JOISTS �, FLOOR JOISTS Q' In tf) s BOLT AT I'-6" // j RE: PLAN ��� �RE• PLAN W 1/2" ISOLATION JOINT—\\ 1 51MP��ON A35 �, z 4" SLAB-ON-GRADE-\ JOIST AGH \ O\X WITH W.W F. �� � Q C7 2X6 (TREATED) WITH � Z LL- 2X6 PL6N 1/2"m X 10" ANCHOR BOLT AT I'-6" Z ooao�p'd• ° CL ,•o0•• •o O;° CONTINUOUS BLOCKING PANEL ° °ao cr o. o o:Q• •, o AT 4'-0" CONTINUOUS ! Q w ! \ '� ctf VERTICAL :-F VERTICAL ° F- #5 AT I'-O" #5 AT 11—O" HORIZONTAL ° HORIZONTAL / F_- ° Q U ! 112" GLR °° 1 1/2" rLR. \ E \ X a " 1 1 � f n 4 -A #5 LAB D" EACH KITH 2x4- KEYWAY \ / 2X4 KEYWAY #5 AT O'rEACH NAY ITH ads A. r l / d 14 d e • ° d � y j CONTINUOUS -- r °d♦° CONTINUOUS !� a ta � O � ♦ ad ° /111111//� , 1.1➢p1AALD• ° : •� \S F RED•• IF I I RE: PLAN RE: PLAN • n I � r +:��; S •o� to 01 I E C: T I ON 5 E— C.-T I ON sit ` 5/ -D 5/4 I-O"3, f Z o I co c Z - F- ^9 S m I � c° �� f i V) I i P � 51013)08:) PARCEL B E 2 73.5p -_ (VAIL COMMONS 4S•2, RESIDENTIAL CONDOMINIUMS) -- N Q4 �� ) 26 g' O C4 (84-(8 7l WELL ru "" -- WINDOW 75,0, WELL ^' 1 w (ARC) \ 22 8 � CANT I CANT 07 11 7x2 C I 12.1x1 1 22 5 CANT O 9 00 7 °` \ I CANT 6 4x 1 6 120 o co `r 0 cV RIDGE ELEV= 1 11.5x 1 1 a 27 0 106 � v) 8010 7' � 270 w O` 00 N 39 I RIDGE ELEV= 120 \ I 8010.7' \ 6.9 ° GARAGE I o BUILDING C3 ` \ � 70 1" = 20' 07 0 7983 7' I GARAGE 070 d MAIN RIDGE \ p ELEV ELEV = 8019 3' \ �• '� 112 0 7983.7' 0 - --�_ 0 0li7 '� 01.7 ti 38 11.8 0 27Q �D 0c ) W BUILDING A2 1 f GARAGE �2 0 `r 10 6 \ I I 1 27,0 •- 1 12.0o ELEV= l 0 Q o \ co 4 28.0 7978 3' � CO GARAGE v 12 0 23 5 �--�,, ELEV=7978 3' N 57,0g�-- 7982 3' 1 \ f 011.0 6 _ 8 0120 0 0 0 E f 7978 3 1 120�' J} I f 7979 3' � MAIN RIDGE f 7 7 9.65' ELEV\ ELEV = 8021 3' 7983 5 7979 41��+--_ � f \\ �•' ' 7979 1' \ BUILDING C2 0 7978 9' o �- S 57009'50,, w 7978 7, \ -/ 7980 9",;K v 7981 9' 175. 75' \ 7 9 7 8 7' �/ 120 0 GARAGE l 0 0 CANT _'"1 v (� 4 8x2 1 7980 1'�-- �/ 7977 8' oo 7978 4, 280 280 0 720 7978 4' 7979 9' 10 6 . 23 4' 203 7980.1' 1� 2 -"N f ^ �° 4 2' o 3 \ loo < CANT ^ ^ CURVE DATA f © 7978 0 // r� CURVE DELTA RADIUS ARC TANGENT BEARING CHORD p 8 CANT ^ i 7977 5' LJ MAIN RIDGE / S0 0 1D 03 024'52" 5910 00' 352 20' 176 15' S 45 038'54" W 352.14' AREA UNDER ^ ELEV = 8011 5� 1 0 4 CANT // 0 44 1 300 Q 15°33'08" 414 37' 112 48' 56 59' N 58059'42" E 112.13' 4 8 MAIN RIDGE / 1 8 CONSTRUCTION O 2S / ELEV = 8011 5> °° 2 ^° 22 J cov ° , ^ MAIN RIDGE / 4 0 I �3 00049'46" 5910.00 85 56 42.78 S 46 56 27' W 85 56 P IN 2S° / ELEV = 8011.5' ,� / 7977,2' CANT ^ h AIN RIDGE 111) 4.Q �4 00°14',3 8 5910 00 25 15' 12 58' S 46024'15' W 25.15, i N WINDOW� 1 5x4 3 2S WINDOW ELEV = 8007 2' I O WELL ` CANT ° WELL J ry c Q 03°24'13" 378.00' 22.45' 11.23' N 39 001'56" W 22.45' F O `r WINDOW� 1 5x4 3 CANT J 1 ° 1 `�' GARAGE 0 r © 82°06'07" 58 00' 83.11' 50 51' N 81 047'06" W 76 18' ►� BUILDING 63 WELL � 1 5x4 3 /� J 7877 1' ELEV=7977 8' MAIN RIDG= +� d- WINDOW� .f /CANT 1> 1 1 I �- - ELEV = 8018 WELL CANT ..2 1 8 4 f A p7 82 006'07" 83 00' 118 93' 72 28' S 81 047'06" E 109 02' 1 5x4 3 F (n o 79768- N o `D 8 03°24'13" 403.00' 23 94' 11 97' S 39 001'56" E 23.94' � WINDOW �, MAIN RIDGE � � M N 0 00 6 p �0 i 2 0x6 5 CANT WELL... ELEV = 8007 2 0 1z 4.0 ca �-0 o 21 7 5 0 93 9' L � J CO 1°0 N P (n [7977 1' 8.4 4 0 0 'LL rn Go � I PARCEL A 0 Oo > GARAGE -L..O N 0 53 c_v CANT /CANT 1 11 1 ' ---� Oa ELEV=7977 8' 6 0 �o t rn o 30 1 5x43 � 1 1' P _ _ o to 00 O �' I79771' N N 7999 8, 1 o h MAIN RIDGE l C'J 1 I (VAIL COMMONS CONDOMINIUMS) 0 WINDOW N 5.3 WELL ELEV = 80007 211 No i Z m` 40 BUILDING C1 I [-1J 3 0 -------._.__..91.5' � h 1 I 53 1 _N o �o v 1 N 4.0 1 7999 8'0 30 CANT 2S BUILDING B2 �� NOTICE 1 5x4 3 `3 O J � According to Colorado law you must commence any legal action based 00 1 O � 44 1 c' t..., upon any defect in this survey within three years after you first I APPROXIMATE CENTERLINE OF HOLY C� ( ^ discover such defect In no event, may any action based upon any Co 24 1 30 1' defect in this survey be commenced more than ten years from the "� CROSS ELEC ASSOC EASEMENT rn ' � ) EDGE OF 1 f O date of the certification shown hereon M SEE NOTE 3 0 7 BUILDING D2 `n 7976 5' ROADWAY O N M O 216 18 2 0 2? / 1 1 ^ J 10 4' , 1 I � BUILDING Al ' � NOTES: 58001.110( N 8006 3'� M '�/, 1 `, h (o 3z (� 1) The easements shown hereon are per plat only, other easements 24 / CVO GARAGE ' 7976 5' 10 .1 0 0 S a f of record may exist which are not shown hereon ^ 4 0 1 29 CID 100 0 1 4' CANT 25 3, 2) The sole intention of this exhibit is to show the location of M 1 N ,� ¢2 7976 0 E���7978 g' RIDGE 1 4 , Building B1 as constructed Other features may exist on CANT ELEV=8006 6' o /� this parcel which are not shown hereon ° N 1 Ox 11 0 CANT / 1 `V 3) Vail Commons is subject to an underground right-of-way easement 8001 1'1 WINDOW `o \ v�1 • \ f as granted to Holy Cross Electric Association, Inc., a cooperative �, 8005 3'� ��, 79761, 0.8' CANT corporation as recorded in Book 698 at page 654, the location 24 WELL/' o GARAGE ,;�N 4.0 � / of which is insufficiently dimensioned to show accurately 5 4 1 0 4 / `V 76 7 N GARAGE 60 �1 4 10,3' I 2 00 D CO 8 1 1 N 25t ' ELEV=7978 2' RIDGE I 0 2a, 2 / -CANT 1G _'Ui Ig 0 ELEV=8005 2' c� •Oxl 1 0 CANT. 1 BUILDING B1 / 1 Z m to / N D o `7999 7,1 ~ / b a •0 0 1 I hereby certify that this Exhibit was prepared for The Town of Vail C.4 M �o' ` o Y Y P P N ® o v 7975 7 �-0 8' CANT. / ( that it is not a land survey plat or improvement survey plat, and that it is # 30 WINDOW 8004.2' '7 O � » 5 3 1 � WELD/` `�' o GARAGE ��� "' .._° ni 4'0 6 �1 I• ^ not to be relied upon for the establishment of fence, building or other future 2.0 CANT. S 4 6 5 7'5 0 W -- 16 6 0 0 `' ° 1 N " 75 7'N ELEV=7977 3' ° improvement lines. F °- to 3.0 2 00 70 N x 7975 1' RIDGE 5 3 Co V. 0 0 60 ELEV=8003 8' � I further certify that the improvements shown hereon on said parcel on W `r 18.0 v d 18.0 0 3 ` ` 1 Cx11 0 CANT „// this date, 6/5/97, except utility connections, are entirely within the ,ri 36 0 SCANT d o�' boundaries of the parcel, except as shown �n ui d 18 0 �r 0.6 5.0 00 `t . in Ui 18.0 �r v 18 0 � 2 0 CANT. 7999 7'1 / �' 7974 4' ,`s m t7974 � GARAGE o S P, 0 5.0 U) BUILDING D1 L6 100 00 5 0 `O 5 0 � � 7 ELEV=7975 8' \ NN f U�( '- N 7999 6' 7999.6' S 0 7999.5' 7999 5' 7999 5' S.0 5 4 3 0 ' i 1 + 9' 4 0 60 WINDOW 8003 2' _ 8001.2' 8001.2' ` ` �- = N WELL N a -, d RIDGE 25 t Date ----- CANT. ® --®- - o o . GARAGE 4 5' S 7 0 9x6 5 ` ` -' - -- o O O 0 / Samuef H Ecker 's; a Y ' ° LO 8000 2' �n 21 6 / `�' 75 0' O) cli h ELEV=8002,4' ; (� CO Mo. 0 0 11 0 o 11 O N o N 5 0 S2 4 p �l0 N p � c� �1 �xll/6 CANT Colorado P L S 30091 a a 000 1 1 8 12.0 co O 2 i 8 10 9 Ni o 0 1 1.1 o .2.1 x7 0 CANT. 2.Ox 6 5 CANT. 4 3 lS 9 0 4 0 - - go 0 22 ' f p����� Q°a, C� 12.0 111-9 - 11.9 "�1 1 8''� 11 4 -12 CAN 8 !� '✓, ='/a7*,a£��m� � � ` I / zo V/ V 2.Ox 1 1 5 CANT C 20' BUILDING SETBACK LIVE p .. 70.54' _ EXHIBIT DRAWING DATE: 6/6/97 ' L-19 7 LAW S 43°56'28" W VAIL COMMON O L�'313' PARCEL DRAWN 13', �r1c b 5 . kz' TOWN OF VAIL EAGLE COUNTY COLORADO X06 No. 259 1000 Lion's Ridge Loop, Suds 3-8, Vod, CO 81657 (970)476-8644 ? i N 51013' PARCEL B OS„ E 2 73- 501 _ VAIL COMMONS Q ~_- RESIDENTIAL CONDOMINIUMS) N 45 2'84. 7j' 2 rn WINDOW -- WELL N WINDOW 750, -4— WELL N I OD (ARC) \ N 22 -- CAN1 I CANT r- 11 7x2 C 1 12.1x1 1 225 CANT 0 0 00 7 \ L RIDGE ELEV ( CANT 6 4x 1 6 12 0 0 w V) 80 0 7' ± 11 5x 1 1 r 27 0 106 `D 2� 0 C\J r- G-�--. rte 1(�as 39 ( RIDGE ELEV =”) 12 0 \ V 1 8010 7' 6 9 GARAGE I BUILDING C3 » 0 7 0 0 7983 7' I GARAGE `t _ MAIN RIDGE \ \ 702 SCALE: 1 = 20' -q- ELEV = 8019 3' \ • a "'---.-_, �i �4 112 0 ELEV= 070 798,37- o 3 8 0J17 0 It A I 118 ° C) 0 ---- w I BUILDING A2 I I— — ` `� GARAGE 12 ° 10 6 \ I ( 270 .,I 1 12 O o ELEV= 100 O \ co � I ( v� 280 7978 3' �' � r ^ 7983 6 �_( 1 GARAGE �2 0 23 5' — ( ELEV=7978 3' LnN 5;7-057982 3' \ ° 1 O 6 _ 8 O 12 p ° 0 0 _ j 7978 3 I 1`o!!} / j 7979 3' Nt MAIN RIDGE 1 19.65' � _ f c� \ ELEV, - 8021 3' 7979 4' -k, S5 ' 7983.5' 7979 1' j / \N, BUILDING C2 �-- O S 7978 9' ' / o _�''� _• �.57°09'50„ w 7978 7.� / 7980 `t y� 7981 9'�* �`� 15, 15, \ 7978 7' / 12 0 0 GARAGE 100 ., CANT _'�- Nt ELEV= (� 4 8x2 1 7980 1 '� 7977 8' c 203 7978 4' 280 28 0 0 12o 7978 4' 7979 9' 1 p 6 a 234- 7980.11 ` �o Nt " o 'IV 4 2, 70 48 CANT ,� \ J / �, CURVE DATA ° CANT © 7978 0'\X'-- // ' CURVE DELTA RADIUS ARC TANGENT BEARING CHORD " MAIN RIDGE `� S° 0 7977 5 / 10 03°24'52" 5910 00' 352 20' 176 15' S 45 038'54" W 352.14' ELEV = 8011 5� ,� 7 0 4 8X2 i // ° 44 1 300, © 15°33'08" 414 37' 112 48' 56.59' N 58 059'42" E 112 13' AREA UNDER 4 8' / MAIN RIDGE / 70 82 0 � o CONSTRUCTION 2S ELEV = 8°11 5� 221 MAIN RIDGE I 40 N � Q 00°49'46" 5910 00' 85,56' 42 78' S 46°56'27' W 85.56' ELEV. = 8011 5' / a` 7977 2' CANT ° h N AIN RIDGE 40 ® 000 14'38" 5910 00' 25 15' 12.58' S 46024'15" W 25.15' N WINDOW 1 5x4 3 ZS WINDOW ELEV = 8007 2' o >, 0 I 0 WELL ` CANT 0 4 WELL CO 10 " N �5 03°24'13" 378 00' 22 45' 11.23' N 39 001'56" W 22.45' O WINDOW� 1 5x4 3 CANT 1 7 GARAGE 1 0 ' © 82 006'07" 58 00' 83.11' 50.51' N 81 047'06" W 76.18' BUILDING B3 WELL ` 1 5x4 3 /'- I 7877 1 ELEV=7977 8' MAIN RIDG= t0 Cf- WINDOW CANT \ �\ /CANT 1)2 1 1 i �� — '" 8 4 ELEV = 8018 �' N ( 82 006'07' 83 00' 118.93' 72 28' S 81 047'06" E 109 02' 1 5x4.3 ( a 0 CIO WINDOW "h MAIN RIDGE 7976 8 I� N 0 0 0 60 �o 0 ® 03°24'13" 403 00' 23 94' 11 97' S 39 001'56" E 23.94' 2 0x6 5 CANT WELL ELEV. = 8007 2' N jz " ° 4 0 TOV o 50 Co 70 j x _20 84 0 ' 0 Go PARCEL A o 21'7 0 93.9' , ° D 7977 '' GARAGE ' 40 I ° IN 53 � 1 CANT `` /CANT 7 71 7 � ---j 0 ELEV=7977 8' 6 0 �Lo `�V a, ` / 1 1-p 'N _ _ o N 3 0 o T 16 p ) 7977 1' CO o 7999 8 1 0 MAIN RIDGE 1 U 1 cv ^ ' (VAIL COMMONS CONDOMINIUMS) 53 WELL INDOW �' 4p /� ELEV. = 8007 2' j - 1 N o -~ ¢ p 11 1 BUILDING C1 Ln I 3 0 -------- _ 91 5' ` ``� 7 I z 1 0 1 53 I � p 4 fTI I N 4.0 w r 7999 8' 3 0 CANT 2S O BUILDING 62 1 �� v j NOTICE 1 5x4 3 `3 1 44 c f According to Colorado law you must commence any legal action based I C° I o Co 0) j 1 t-- upon any defect in this survey within three years after you first APPROXIMATE CENTERLINE OF HOLY I discover such defect. In no event, may any action based upon any 301' defect in this survey be commenced more than ten ears from the °rte° 241 CROSS ELEC. ASSOC EASEMENT j � y y °' ' ( ) EDGE OF 1 0 date of the certification shown hereon M SEE NOTE 3 0 7 BUILDING D2 `n 7976 5' ROADWAY 0 N ^ j �fN� 0 78 2 �?7 1 ^ J 10 4' 0 21 6 N NOTES: t I 1 \ o BUILDING Al J '� 54 8001.1' I ti 8006 3' M j \ \ (o 13 J 1) The easements shown hereon are per plat only, other easements ® 2 4 ryo GARAGE 7976 5' \ ") .go 2 0 of record may exist which are not shown hereon. 7977 4' 1 40 S` O I c 29 / CO 700 j \ 0 1 4' CANT 25 2) The sole intention of this exhibit is to show the location of ,�' 42 7976 0' w I \ GARAGE 9' RIDGE 1 4 ' 3 Building 61 as constructed Other features may exist on \ \ / CANT j ELEV=8006 6' o this parcel which are not shown hereon 7)2 j W 140 "�V 1 0x11 0 CANT 3) Vail Commons is subject to an underground right-of-way easement 8001 1'I WINDOW 40 \ J j L<5 ` � \ `0 ;o <o \ \ ' as granted to Holy Cross Electric Association, Inc , a cooperative "� 8005 3'� o< 0 7976 1' / corporation as recorded on Book 698 at page 654, the location 0 2 4 WELL/' `� o GARAGE U) \ 0 8 CANT W 4.0 of which is insufficiently dimensioned to show accurately 54 I o 4 / `v 7976 7 GARAGE N \ 60 �l 4 10 3' 1 co 707 Q j \ ELEV=7978 2' RIDGE o 0 2a4 2 \ / SCANT -'oi 710 ELEV=8005 2' c� Ox 11 0 CANT N, I o �UIL.DING B1 \ / 7) Z j � o o 7999.7'1 / / 2 C14 Q- \ \ `n 4.Oco� \ ' 0 1 hereby certify that this Exhibit was prepared for The Town of Vail N 0 r WINDOW `' o v 7975 7' ' r 0 b' CANT / ^ that it is not a land survey plat or improvement survey plat, and that it is r� 30 M 8004 2'� j ° 4 building or other future n� p not to be relied upon for the establishment of fence, g 2 0 CANT. S Q-60 5 7 5 0» ,/�/ w 5 3 j N WELL ryo GARAGE � -' GARAGE t4 0 1 + improvement lines 11 Y v 16 6 . 0 0 Q ° / 7975 7' U� j x 7975 1' ELEV=7977 3' RIDGE +n 30 j 2 a, 702 O Ui I further certify that the improvements shown hereon on said parcel on 18.0 �t 18 0 5,3 0 `� 43 j ° 60 \ \ ELEV=8003 8' �1 Cx11 0 CANT this date, 6/5/97, except utility connections, are entirely within the Ll__I ui LO � d 360 18 0 CANT P P � �. j � �. boundaries of the parcel, except as shown 00 �t �t 18 0 rt 180 Ln 2 0 CANT 07999 7'1 / 7 7974 4' t7974\ \ GARAGE \ o 06 5.0 06 Ln 6 to Ili _ � c� 5.0 BUILDING D1 rn 10 0 5 0 5 0 'n / i �" raf ' i 7 \ ELEV=7975 8' 7999.6' 7999 6' 50 7999 5'- _ 7999.5' 5 0 5 4 3 0 �, 'J I 9' 4 0 4o 6° .ti_ WINDOW •• `v ® _ _ 8001 2' 1 _� - 7999 5 N r 8003 2'� o< --� j �` RIDGE 2 Date _ /�' /� CANT.— � _ _ 800 2 _ o WELL /I p GARAGE 4 5 5' /' 1 0 9x6 5 ` ` - _ -" — 0 8000 2' cn 21 6 j / ti 7975 0' W ' O ELEV=8002 4' / j N Samuel H Ecker CID 7 0 CO /•� Colorado P L S 30091 M 0 0 11,0 N ^ N 50 S2 4 ° 70 A 0 " 1 x11 6 CANT 1 1'0 rfi r7 0 O 0 C 0 p " 0 Q 11.8 0 109 ti ° ° 0 20x65 CANT 4 ' m O 12 0 cp rJ 21 8 r� 0 ° '`� 1 1 1 M '2 1x7 0 CANT ^4 3 IS 9 p �/ 0 9 0 O 12.0 1 1-9 1 1 9 1 1 8 to 1 1 4 CANT T _ 2.Ox 1 1.5 CANT V) 20' BUILDING SETBACK LIME o N 70.54' - EXHIBIT DRAWING DATE: 6/6/97 S 43 05628 W ,) L-197 VAIL COMMONS E 0 L=131 3' PARCEL B DRAWN BY. TOWN OF VAIL ,JOB No. 259 1000 Uon's Ridge Loop, Suite 3-6, Yod, CO 81657 (970)476-8644 EAGLE C 0 U NTY COLORADO i l 31013 )08:, 273- 502 _ _ 1 - 45 ' 40 34' -� 42 0 WINDOW WELL w --- _ WINDOW <.c :* 75 0' s i —_- WELL Co \ F N 402 8 I ( _ CANT I CANT _ 0 7 11 7x2 I 12 1 r,1 1 22 5 CANT o 0 00 7 � I CANT 6 4x 1 6 1= 0 0 <t o v' V-) RIDGE7ELEV = I 11 5x 1 1 I <t 70 106 (4) ` ` 4 8010 ` I 27o C)o s a� r 39 RIDGE ELEV = 1 1, 0 I 8010 7' d 6 o GARAGE I ( G BUILDING C? �. 1 SCALE: 1 = Z0 ELEV- I MAIN RIDGE �. 0 7 c 7983 7' I GARAGE f - �.� ELEV- I 0 C-LE`v = 8019 3' \ / 11 0 7983 7'110 i _ 0 7 ° 3 8 11 8 _BUILDING A2 ( (- _ - - 12 0 < > 0 10 GARAGE I I �1 12 0 o ELEV- 10 \ ` _ 7983 6 1 280 7978 3' `� �� _ \ GARAGE �� PT - -'�r N � Co ELEV=7973 3' - -� u' S7o - 798_ 3 ° 10 01 o Og'50" 9 7978 .3' `:' =J -71, 7 to <t ��o A --- rsAl� RIDGE i rte, 79 . 1 79 6, z - 3 ELEi — x,0_1 .>' 7983 5 ' 79 9 1 ' BUI) ?ING ' o ( M 0 0Q,50„ _ \ 7978 7' \ 7980 9' W , 7081 9' -� ;` i �' \ 7378 7' j 1? �) GARAGE 100 CANT ELEV=- ' I' ` 4 8x2 1 7980 1 \ 7977 8' co <t I `'03 5' - X978 4' xyi 28 0 � X80 0 1� 0 7978 Y' 7979 9' >! 10 ,3 4 2' ► o 10 <8 CANT ' ; CURVE DA I A & CANT 78 U / CURVE DELTA R1�`IUS ARC TANGENT BEARING CHORD E W ,v 797 5 - -- - _-- --------_-_ / $0 �' / J t . "_'4'9,' SS.0 CO' 352 t0 176 15' A5°38'54" W 352 1 4' MAIN RIDGE AREA UNDER ELEV = 8011 5� I �(`0,� �, / 4 CANT i , _ `� 8 MAIN RIDGE � / � I , 8 � � � 4 � ';3'0 3' ?14 i i 1 12 X18' S6 59 U 58°59'42" C 1 1 2 i CONSTRUCTION �--�, � 2 / ELEV = 80 1 � 5;'" �tP, `" � / ° <c , ' � /� s ` r � � ';��C DO' 85 56' 4 78 46 056'27' �V 85 56' MAIN PIDCE J; J' 1 LLEV E01 1 5 f,977 � CANT fv,AIN RIDGE 4 r) ;Tr) CG'1 4'33 5 10 CO' 1111, 58' S 46024"15" W 25 15' WINDOW �' 1 5x4 3 � � / '^ WINDOW /ELEV = 8007 0 WELL I ` J ° 1 f ro 5` S n °- 8 11 45°48'57" VJ 9u 21 ' 1 CAN1 WELL / p y� ' <_ Lc 55 O WINDOW t 1 Sx4 -k CA v 1 d 1 I ' �� �" 1 OD o r Gh, ;,>F 1 r<4 3 �� ELEV= ,9, I G �,. (b� 03 '4'1 _ �7S Ci0' '2 11 23' %1 39°01'56" W 2? 45' BUILDING B� 1 %)�� ^IN f 1DCE h WINDID / /CANT 1) 1 1 E'_C`,' 80 18 7 WELL ,4 < ( �l � 2 ( �; 62� 66'1_,17' C3 C70 r : 1 1' 0 51 N 81°47'G6" W 76 18' ��� 97G 3' 1 �� � _� �� F �C�'i �� C�J ���„ f�.. �) lit, 1"JINDGrV MAIN PV3E M ! 0 Z 0' , o �7, 4>g 81°47'Oo' E 109 DL ELEV = 8007 c oq { WEL C - 1 4 _ _, c o ; 0:°'4'1 403 ��C' L3 'r 1 1 97' 39°01'S6" E 23 94' PARCEL A -- _ ,, 11 93 9 ; 0 S_ I �- 4 G= rn 7 1 �C ANT i,� 1 ANT 7,,- 1 1 I A `� ELC r - i G 6 U 0 r >j- --_ - J - - - 5 � 7� _i C MAIN RIDGE (VAIL COMMONS CONDOMINIUMS) I WEDLOW ('V ELEV = 8001' � o , f 1 �b I rl 0 B1.111 [} N1I; CI LL I o r / o I NC_ CANT < , BUILDING B�_ �'1 I ��_ ,_T ICE 1 5x4 3 ' I „ r d nc ��dirg t� Ca,ara d o low you mu commence any legal cation based 1' I' �, ! 1 ;--- .pin any defccL in this survey "vithin three years after yaj first o 00 �i I h discover ruc h defect In r o event, may any action based apon any U cfl ' -43C 1'----_ L J defr.ct in this survey be commenced more than ten years frorrr the � EDGE C'F dctr- of the certification crown herrcri f ' 97G 5' ROAG','L^r '� 0 I Nr) I 131111 DING A, ; NC I ES 1 CENTERLINE OF j APPROXIMATE CENTERLINE OF I-'OLi n — WATER PIPELINE EASE►1ENT I r �� ! `,' f 1 ) 'he ca° rnent7 �hcwn hereon crre p°r plat only, other easement3 t,POSS EI EC lSSOC EA>EVENT (BOOK 33?, PAGE 994) ��, �_C �y�9�c ° 5' ! cf record n-,ay e/rt vh;ch are not shown hereon (SEE NOTE 2) � U � 3 1 1 � � - - I , r � �- c� 1 -} �) 1iir� ;olt� ,nt-nt'on of tf;i� P;hihit 13 to nho'�� th�- location of the I r LvaF 4CE n. E Cf / - n n �r t o I r �"-'6 `) r 1 � ELE'�-75,8 9' 'L_�'- � � :.�� r,�_�ui� '� r d r.,rd';�a,. as c:,nstructcd Other features ma} exist j 1 1 LLLJ=�'i �'J cin tkil_ parc( I "nigh :re not �hov/n her eon PARCEL B - _ r _ � r C F �, �LMENT / � � ''J:'i t_Or11n'OI,C S 7ni� r:Ct t0 0i", Und:;rground right--of- way easement l c JLL C�`c �`- l C Electric Ausociat r Inc ,�_ Q-) (' n 3 �r nt 7 t:) i v j ro3, ° 7^r, a coaperati,e Grl,cration c3 rc�orded .n Dco! 698 at page 654, the location `r `tea it ;,hich , insutfician iv d rnensioned to show accurately \ C'ARtGi (VAIL COMMONS RESIDENTIAL CONDOMINIUMS ) EIE.' I[ �_ , I C I '' /// . � rt"rC�;r CE:r�if✓ 'iC,+ L.hls E, I­c;i' as prepared for The Town of \IU'l r r : c i r �i n l c �� T+ it � ��o� a icn� arv_} pia c i, �provcmcr t survey p,��, and that it i� ` n to :;r. rr,licd upG,-, far th c_tcbh,_,1) cnt OT tence, builamg or otiner future S 4 6 0 5 7 5 0' 'JU — 166 . 00 1 ° ,I r�� - r'r) ( [ r �� ELEV= %�7 ) r�9 a�rrL_ / / f ti. f,i''t Crtify th-rt ti E' Imprcv m" nts :;-(clrn h�'rcon (,n sJid parcel on LLi 4 18 0 , 18 0 It �t F! i ?0�' t )x 1 1 C CA., thi" date /13/6 7 ��cFpt ut,ilty connection" are entirely within the 9 rr, rn rn �t 36 0 r.; rJ 3, r,- 18 0 i8 0 �t 1 797" / L�_�nc�� o, tn� 1 ar' ci, cvc< c �huon 0 6' 50 00 ��, rr) s �V 8 C` `r' Y r'; f J G�P c,E c rn Ln I I 1 ri ��J= 15-3 £3 �, \\t\e�yI1�1111f1U11////// co u� 100 5 C � .�,- , r,� _ ��_ _, � v 5 0 BUILDING DI 5 C` 5 D ) 1 G 0 CANT S 0 o I �I (� �> r 1DGE �� ° _� ,� '� )rs7c Z Z� - - �- _-_ pD0 0G.. ;041, �-- (FOUNDATION ONLO I I G `' - /-`/ , - T ez * -3) �y�� 0 9x6 5 0 CO v ELEV=-8G0' r -i Brent Biggs _ �, o GS,®O CN fie. CGIC—,ad� P L S '/J98 p p° o 0 CD 0 0 11 g � 1 1 0 M120� 1 1 0 o 0 109 0 0 o :r; Y t ) t, � p 1 8 ra 1 1 9 r� 1 1 1 9 C, n Q0 ._ 120 ` 11 _..._ — i 1 8 11 4 — —12 9 1 G;° 1 (-ANT ' �a� 7 //lJllllllJUll\\V� i (� 2 0' BUILDING SETBACK L N E PeAK s m.9 EXHIBIT -1 7 14„¢ '^.°a^t [)RIA MI J C�,''O E 2'/18/97 I S 43056'28 �N �� z� -- _ r ,� �a�°� � �°, , D R,Ati'4 N By' Fri: 5u�: mu, Inc. �f '- `//, > JAIL fOCO Lion's Ridge Locp, Su,fa 3-0, Vail, CO 81657 (970)476-8544 ! e;� ✓I__Iy ° a.J d-.� f\ _� b” r O L0 I '1/-1 0 - t JOB ���" 259 - I - _.^emur,:,a-=: . ^^-^-^^ ^::* a:s_._._•--: a,:- -wrr^-....-: ^_s.:°__ -_-, - .,s..__....-..r_w .._._.- _____ -_...____.:...-.. >_...._ _. .._____. ..._____ _-_ _ _.,..- _ _ -:..s__-r ___ __ __ _ _ _ ______. __ _ .. ___._....-. _ _ .. __ ____.... _ _ _- 'rte - __ ,..._ _ ._._..-._........T:_a.^,.. . -. ,___..___,._....�-: c.._. _ __ -._ _