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HomeMy WebLinkAboutB17-0299.001 plans approved.pdf Town of Vail copy ------ ,,,, ..,-------- . . CO (0 Cl "‘ (0 00 0 'cr , _ , -, ,--, • , , , -,., 0 , , a) REUSE EXISTING WROUGHT I , ; , RON RAILING AND MATCH ADDITION AS REQUIRED (I) . . : , I ' ---7 ,_ PROPOSED STAIR PROPOSED STAIR . 1 : , , , / NI -- ---,, TO GRADE TO GRADE . , 77 ; -...,,A ADDITION , "; , -, 1 : . ,, , , , , , , .4._ li /' : ,,'„),,--, , : , ,,,,, I"' 0 , 1 , PHASE ,,- ADDITION '-'t\, 't -cl , 1 , ' , , ,,.. . • L . i .........11 N. (TS ;(' ' -- STAIRS 9'‘7" x /--- ''' \-- '-'-• ' : ' ' ...1 ,---' i_• ' FINISH TO FINISH ' E ' 0 0 , , , / ,://,._ ..... 19 RISERS @ 6.05" / ID 0 ...."' .., ..--' 12"TREADS (1) s f., , 41,,,,,, ,,,,,,,,, n NHL i ...0 . ., „, " , a 6.' > ,, i *I -`..- ., I r/, '''''----'I - • _i ff A .,/ , , , ' , ,,,, , , , , , .,.... , ..... : , , , , , . ' , : , , , , , , , ,, _._F 1 1 1 . i 1 , . .-1 I__i__I I PROPOSED STAIR '• -1.. --'''-' t : , , .--- , - ON GRADE FROM \, II -1 ,.L. — 1 4 ; — I -,-, DRIVEWAY DOWN , . , ' - 1 \-_,, TO EXISTING DECK ,/' , :f . • ,,. EXISTING COLUMN PROPOSED STAIRS 10'-1" ' , EXISTING COLUMN __---`\-„,_,,,_ ,,____ , ,_,,,/ ,_„„,---/- /` PORTION OF EXI ING DECK TO BE ENLARGED-- PROPOSED EXISTING COLUMN EXISTING COLUMN 14 •-. - ......, . c.c) . ,I, LINE TO BE COLUMN LINE AT FINISH TO FINISH ''''' COLUMN LINE LINE TO BE LOCATIONS TO % : REMOVED ADDITION 16 RISERS @ 7.56" PROPOSED REMOVED ADDITION AT REMOVED REMAIN g it Ca.,, , '*:'4,,C1 : : ,.... 4 12"TREADS COLUMN LINE AT `1 4 '''' 41, '' / ADDITION ‘• °i :,.,'"*.•t:••••`,A'<<" ... EAST ELEVATION WEST ELEVATION 1/8" = 11-0 NORTH ELEVATION 1/8" = 1-0" .. 1/8" = 1-0" RECEIVED LOT 19 AUU 3 0 2 0 1 7 Town of Vail PORTION OF EXISTING h.- DECK OVER SETBACK TO ABOVE GROUND DECK 0 REMAIN 1 C\I \\ SETBACK EXISTING STAIR TO BE 180.55 . ---- . . REMOVED,LEAVE OPEN TO H a) \\ WINDOW BELOW .------ ' • ------- • IN 53 D 25' 13"W • " ) D (,----------Nt. 15'BUILDING 0 Z----- ., . . --t---- ' ' - ' PROPOSED STAIR TO • EXISTING EDGE . 1 SETBACK • D. GRADE OF DECK < C\I 1 ci • \ \ \ k' , to ,,__ ; zi), ,,-/ - _____Th--,..- --- +--- - Lo c\t W In 0 \ STREAM SETBACK ,.......,,, ..4.77- a aw — , tip ir 4140441:At. 7\:\o,2s ' 1 \- I - n (0 Z 5 ci w 11111111011141 Aii.., Ad. ,d0 0 ---- I- iv a . \\...„, ---,--- Ln• \ 4't in, 4, ob , 4 44*.t.. . / _______ ce cs, *' \\ \ \----V -40 ----- / ——All' 4 • ''''\ _ °At CC F- '41 • \ -- - lIp , - .--, ,). 111•41.41 0 CO .e . .--- \ \ I (TD.* 0 (> -- P&O POs • • C\I cn. 50.-0" ------- ,\ n D -,`, EDGE OF EXTERIOR <>"' elm u... LU a _0,,,. ts1.\\ uivvv --L \ Lo WALL FOR LOWER 2 (cs .____ ,--n- , • 1 LEVEL co (NJ CENTERLINE GORE _-, \ \ 161 LU Lu CC ___---- ADDITION -- 04 CREEK z -------tic 1141 - ",' 11, ,-X----- 11-----11.1t• F- el; 0 90 \ - EXISTING 1/4.1 zo 0 ce 114 --.1 • \t,rn--- ip, ....- 7.--2* l'‘, 5I-0" I I; .6) Lu 0 P .„ , J .4. a. \ .____.__.______,___,---iP--\ • \ EDGE OF PROPOSED \\ Api 86"x86" 1) i. PRIMARY I — _ ___ \ 0 (9 HEATED CONCRETE PROP,/ W4 TABLE IR ,<- , . , ,. . 0- •0, 1 SECONDARY CI) Cr) Z am 6,,,,,,.. 11111111MNIII ' , \ \ , , ., , ----_ - t MN . , ,E3 4 0 > .ii- 4,..0. \,, o 12.-2" ._ _--------- iii / --'. 4 1 , > 5 (3 , \ . EDGE OF EXISTING : •(i'\ , ,b FE co IL ,......, < • .. \ EcoNEoRRI0ETREDEcK \\ 00 , 'Is'-' o N. Lo < W eet > > t1A. cg\ \ f - 1 1 rn- . CONCRETE DRIVEWAY W "CV.10 4ri :. W 04 Ce 00 ‘1•1 .4 9 , Et -.I T.•••• 0 .3' . I I Bo .7---`----. , 1 .\ 0 '%)p 4 , LOT 20 \ osr, „„,, (-- A -\------ , ce co4 -- cc =„ • \cot - 'Kw ' ., • - IAA,' ....,' /Ab' . w a, al. toiN n n -n ct < tit 0 0.283 ACRES 1 b / o Fa- "c \ \ \ ,::.:, (1 PHASE II - ' 0 v•-" IP ' 4 \ \ , 0 ..__ ' , 0 / - //‘ '/A.: N-- :111P4613130'17":441‘..4tAlv41."- -1-9-1'IHT----Jr ------ Of .41•••41 (f) 148.18 • •/ '! l ——-- . \,,, vor Attb, 4IVAA,..rvAr4rwe DN -,j..-ctr I '-----'i,-------- _----- W \\ \ CC i: -, _ -- . \ PROPOSED BBQ AREA 1- — — 4,.. A... .110. v Arlolurzu Ira ,.. 4 lb. ''' ^) 1 , --,---.'- / // /. 17 - CO 1113 0 1 '''' b ,----- - --'-1111:1: - ;:111:1,31, A \ EXISTING EDGE OF DECK akk .. I I . i 9' -- • . --_-- . . -______\... . . Vitt" sAEBTOBVAEcGKROUND DECK i. ' 15'BUILDING SETBACK Et ! - -- . 1:4,?-411idee'-7.,:m1JAN1/414°"'7 „ L,o ) SEWER MANHOLE \ 1 PDOEcRTKI0ovNEORFsEEXTISBATIcNKGTo I \ REMAIN NEW SPRUCE TO BE PLANTED / PROPOSED HEATED CONCRETE STAIRS , . LJ di. .,_____(___ .'.4 ( ON GRADE I LOT 21 itE,..2 Tc9; 1 0 0 I il 1 Ao crit4 SITE PLAN i \\........D Nil eNntr„ BASED UPON IMPROVEMENT LOCATION CERTIFICATE OF LOT 20, VAIL VILLAGE WEST, FILING NO. 2, TOWN OF VAIL, 1" = 10'-0" 4-0 EAGLE COUNTY, COLORADO AS PREPARED BY EAGLE VALLEY SURVEYING, INC., JOB NO. 2325 DATED 12/8/10. NORTH NI A 1 OF I - (S 66'-11" p 19 HI NEW HANDRAIL TO -#1iivitio.tdwrie-,t-seip.. MATCH EXISTING PER 18 sifir•AT17,-.142.11Ps,..P.- --awsi,4,4 40 iPi I'e-"taltr" CODE EXISTING HEATED CONCRETE • FOUNDATION TO STAIRS 17 Li 1/2 2"STONE TOPPING ON REMAIN I • -11-t-_-_-111----01— 3 "3Y2" 4" EXISTING DRIVEWAY jai 11/2,, 2 .4 1/It MORTAR BED .---_,...,,\ b, _..•*k-'----- ) 1 . V 7 REMAIN/r-------4\\\1\\-\--;!t\I6: 1/4" Pr // / // BASE PLATE 0.3 16 L HEATED CONCRETE STAIRS 15 1/2"x 10"x 10" All 0 • 11/2 w/4-1/2"DIA. 10,14 . r , 1 ANCHOR BOLTS 0 0.1 L0 • • \ IS C\J ./ 7" th Til- ..,.. 2"STONE TOPPING ON 2-#5 BARS CONT. 10" ; , - / -1p- / I/J/z)///////4 GRADE 60#5 BARS MORTAR BED 13 LI r'-- \,------- TOP AND BOTTOM 0 \ •zr \ -----__ BOTH WAYS I • ,----- \ i \ -- ), TpSLA4NPER \ (////2/ DRILLED 6" INTO EXISTING FNDN. . #4 NOSING BAR a ill a 1 II a ,/. t6 \ il 2 sil 11/2," x4x1/4 0 .. ... . • • m • • • AND GLUED WITH 4 4 ,• ''. l.... L 4x2x1/4 CONT. w/ EPDXY. TYPICAL 11 'F. ir-4420%,4)04464040.410tra•442414 \\ --/ -- - - #04WASN4P11400111A4011004Pvirt a) la ------. ofr / afg&gfg\ Aiiirillf 11.---glal' /' -",,,,,, , BASE PLATE 1 N. • ----c. _ \--21-\\----,----1.1-;\ tfifort.'' 4"DIA. DRAIN w/ ,--1';----11F-- 3/4"= 11-0" Y )1' -Si _____ AO" ,- \ 1" 9.-01/8" 9'-01/8/" 12'-1" / l•-- 0 7-f-y=\--0.F„- _-:-.....1.,-,0 0 • AO GRAVEL TO „ 7 _, 8 1 , GRADE 60#5 /' / 9-7-°1/8----"---„ r- -;-,. 1' '''',....-'` - ', _ _ / 1'-0” // ,„,-- r-„, L_ X 0 TOP AND BOTTOM 10:114:•0",*4 ' ,1,..* , • 6 -;`\,. 0 75 VS:0g ”Mita' / - P HAS E I I `I• ' 7 L ,_-\IF:I IE-Z. 12"DIA.BURIED , E , a) PIPE PER NOTE . .. ---, \I\ 6 Li' ____i • \-----,NBELOW 0\'. •\4. /7 7"---- . (13 HELICAL PIER PER ,// all ____I • Fi.:6_:\\a___\6\196.11t1LT\irtl\\—"---t:\17\_0\Ir_01-_-_-__.-0 _ __; ___,„ / ;,;,, ____ _ _, ;41;7-17_' : 1.! ____41:_________ ___. T ,,,o, im \,I057:* r--- : ,:s',\/:' V* Cu vi- kij PLAN (3 TYPICAL) ...0., 111110 -I I VI • , ,--- _12, -co— ---i_o-R4 _ _ • 0 ____ ___ _ ges2 '1 ".ct \ MI Mil \ •" 1 -- ;'. n , , \ 7 -- - --- ----- -2"STONE tOPPING ON - \ a a / - 4 _ ______ MORTAR BED OVER \ p.,., H a / Lt_ C) , ...-- - , II 11 \ d , 1t FOOTING PAD j a -- ....1..:* WATERPROOF , It g ___ / 0 L 1 3 1/2" HEATED CONCRETE SLAB REINFORCED MEMBRANE BY 3 L ' it u , > , - . ., .....****. w/WVVF 4x4-W2.9 x W2.9 CENTERED OTHERS • ----- 1/4,-1_, _I L ,___1 4..„-c- WIT .-- \, EACH WAY 2 +,,, 3'-8" --:.' op' .4k,-7"-4"--/ -,1' / ' 0.6C 24 GAGE METAL DECK • HELICAL PIER PER ;=':'''''' 9' ;; ; zo A, 0 / I I WELDED TO STEEL JOISTS .•'" PLAN (3 TYPICAL) 1-- , , , , — c,-) 1 , ..;.- el , ) I / i • FOOTING Pi/ ''- '7AD\ \-/ , , . . .,. ... ..---- -'A'' ONA r.--I L-(l .,'' ' - EACH WAY : v.* ... , ' , 10 1 ;ow \PO" /// , . \ ig \ ' .- / 0 'ine ,--''' ' '''' / ) /,.. t; "-'-4 ce), CI LO i / tcf-A*i 4. 5 rj IS 4" Nle NOTE- FIELD VERIFY ALL DIMENSIONS ' 0 0 o WITH EXISTING CONDITIONS AS \'-- ----",_ _Y\N _ j • , Nt- , SHOWN. NOTIFY ENGINEER OF -' Tiro , ] , 1---, -1 E —1 FOONGPAD ANY DISCREPANCIES BEFORE C 6x10.5 PER C 6x8.2 LEDGER 4" 4" ----- ilit , 4 a n2-0"x 10" COMMENCING WITH WORK. PLAN CONT.w/5/8" DIA. / / / 1; il s'"- ' TWA'S @ 12"o.c. 4 4 = ', L L . u.,/3-I#5 BARS TS 4x4x1/4 il ) PHASE Il A '.\ '- ' --- „), EACH 'N, 0) PER PLAN R u , • - zo I'WAY C 6x8.2 @ 24"o.c. \, _ ,_ Ti _...-^--- ,r: I - - ' DETAIL F \ 0 4G7RA'-3DI.E/2"F.V. I cjov 40,\• I .1/4"V i ,,,,,, ---'-- T/ F_ : -; 4-00 \\\1 \ BASE PLATE 1/2"x 10" a 1 _....MAXIMUM3/4" wromm, ,,,,O 0 * 1 I x 10"w/4- 1/2" DIA. 2-#6 BARS CONT. ,\ S1) , Ne,0-1 / 3/4"= l'-0" / ANCHOR BOLTS TOP AND BOTTOM --1-111.---w , , ,- TT..._ _ 0 r1 \ \ 7:: ---F-A I\----- 11-1I-7-11194.-2m=1. it's —I CI) Z* 1 .--M:.F_Mallm=y07-7 ' cP FOOTING PAD 4 .#5 BARS AT Z CORNERS 0 C\I EACH WAY I #4 COLUMN um1 2" TIES 0 4-#5 DOWELS --/-- -(4)- PM II zl- MN Z , 1 0 .... U. , iii. CC 1"--• 0 , I i ! FOOTING SIZE AND REINFORCEMENT 0 PER PLAN 41411166. c) 1 b 1141 CD (,) I 1 / , LU 0 5 FOOTING PAD ' N7s- \ CI LU < „ , 4'-0"x 4"-0"x 12" I EQ I SQUARE I EQ I 1.-- Z LLI w Cr. . El 1 I I EACH WAY k k -k --k CO 4 cr 0 0 PER PLAN 0 (....) I I ; D Lo Ce Ia.. GKli) DETAIL K 0w0, o4w1 0cc „ . G TYPICAL PAD/PIER 3/4"= V-0" --' .....1 mwmum 'L '.; I 1 , I 16 (NI C\I z- •-/ -,,-- -- < 2 0 0 /-- - , i --- 1 CNI ? ' ....1 ( .\ I C.-k C\I 4 w .,, , 1.4 F__ / DELETE DETAIL C/S1 1 0 Gliiin of Vail / /' '-iEVF'WP-'D FOR CODE Lu rtf-N,mpi ;AWN= CL rimy „--- ----- ,, N „....„ , 13 FOOTING PAD Atilki Uate, /1--- ,-- z IMF la, 4...,U . .,, -- ----— --- w/4-#5 BARS ( , A, ,..,A ' il V 5 EACH WAY ,--7--- Cl) 1 \ , I'-I \-------”,\ „,. 12"DIA.BURIED PPE TO ; -Is 7 E 9 10 11 12 13 34 IS 16 17 181 1.g x q DAYLIGHT-(BURY 48"TO v r-, TOP OF PIPE) PROVIDE , ,DEAE E::-:----\\.- / \ ,TOP OF CONCRETE (\\\ ZD RUBBLE ROCKS AT FOOTING PAD :I/,,; , ` GOLO\A14 174 111 a? '. " ;it 66 11 FIELD VERIFY DAYLIGHT TO PREVENT / 9'-51/24\ /--- -2-6" / -14'-10 ,1, \L 4,..0„ _/ 1...00.,.. ,,,_ /_ -18-0" -- -/- 1.•-ni ' PIPE FREEZING. \ i igillk w/3-#5 BARS 7 s) \ . i 7 EACH WAY _ _ _ --1 \ , oil — --r-- -0— N ,// 1111 IIIIIII Es .,_ „ ,, -----„ J „,....,,..„0 _ ) <, c, f , _ _ , i\Bov E --..___.., ;-- I _ — , 4....._ Eh 10 _)--- I N,_ ,---_ --- , ` ty .\, FOOTING PAD _____",„ , ---- ‘,,,N „/`,„N ,,,,/\ 0 \() 2'-6”x 2'-6"x 10" IIII L....0_ IP FOUNDATION PLAN „., EACH WAY 404 DENOTES HELICAL PIER INSTALLED PER MANUFACTURERS DETAILS 1/4" = 1'4r NORTH AND SPECIFICATIONS CAPABLE OF SUPPORTING WORKING LOAD OF 10,000# (3 TYPICAL) S 1 OF 2 r N I° REUSE AND MODIFY EXISTING GUARDRAIL AS \ l REUSE AND MODIFY EXISTING GUARDRAIL AS REQUIRED WELDED TO STEEL FRAME, NEW REQUIRED WELDED TO STEEL FRAME, NEW RAILING TO MATCH EXISTING. RAILING TO MATCH EXISTING. ' J 1/2"x 2" H,A,S. 3 1/2" HEATED CONCRETE SLAB 2"STONE TOPPING ON MORTAR 1/2"x 2" H.A.S. I' 3 1/2" HEATED CONCRETE SLAB 2"STONE TOPPING EXISTING FRAMING @ 24"o.c. =1 ;i REINFORCED w/WWF 4x4-W2.9 x W2.9 BED OVER WATERPROOF `' REINFORCED w/WWF 4x4-W2.9 x W2.9 ON MORTAR BED TO REMAIN -' ,; CENTERED MEMBRANE BY OTHERS @ 24"o.c. L 3 1/2 x 3 1/2 x 1/4 CENTERED OVER WATERPROOF 3 1/2" HEATED CONCRETE SLAB 0.6C 24 GAGE METAL r 1 0.6C 24 GAGE METAL DECK L 3 1/2 x 3 1/2 x 1/4 CLOSURE ANGLE MEMBRANE BY REINFORCED w/WWF 4x4-W2,9 x W2.9 DECK WELDED TO ; WELDED TO STEEL JOISTS 0.6C 24 GAGE METAL DECK CONT. CLOSURE ANGLE �� WELDED TO STEEL JOISTS OTHERS 25W-0"o CENTERED 12 STEEL JOISTS CONT. I. I 12 5T-6" L31/2x3112x1/4 $57'-41/2" 1/4 p \ I ~ \ 1/4 „ -- vriiti��v _/iii_///.//1_ N co 12 57'-5" i ///7AV/Y//Y/ir�i 2° 2 i lid, 1/4 ' r-\ u rrs�n��ii1J77i'7/ _: ,' ,' CLOSURE ANGLE j; - _ 45T-2" E ,_ 2 : CONT. I �2' err /i i 1/40/4115/411 3112"� l� �r 57- N 5T-2"or SLOPING ; I v ; A ; \3 L + c0 ..4 v- J. L-J i` co r " A�/ �1 //A '3112 .. ._.__ 'rte % f u t � - _ _ „ . , ._ _,., Y TO 57-3 11 �i 11=01:, 6 •�- ►i. p�i� 6rr� z uiur v p , �� .. JArm�1R 6 ----- ;ans nr r i - - - - - -. - 111 . ♦�.�.��,�.1.�. l Y,, .! k _ - -...„...4.. ........... - _ - - - EXISTING 3-2x10 TO ��� '" `' C 6x10.5 PER C 6x8.2 24"o.c. , r\ m ,--Ls, F-1 NIP------) 0 cu L f'` REMAIN OR NEW @ GUTTER SYSTEM W 6x20 @ 24 o.c.w/ JL4x4x1/4 SOLID BLOCKING �� 7 V pLAN SLOPING TO x 0'-4 1/2"WELDED TO ADJOINING EXISTING FRAMING GUTTER SYSTEM �' 6 CLOSED CELL r. SLOPING TO C 6x8.2 or C 6x13 @ 24"o.c. w/ C 6x10.5 LEDGER w/ i A M 11" �2,�, SPRAY-ON DAYLIGHT MEMBERS TYPICAL-COPE ENDS C 6x13 LEDGER w/3/4" TO REMAIN L 4x4x1/4 x 0'-4 1/2" WELDED TO 3/4" DIA. x 5" LAG AS REQUIRED t DAYLIGHT INSULATION TYPICAL W 8x35 PER PLAN DIA. MACHINE BOLTS EXISTING W 10x22 PER ADJOINING MEMBERS TYPICAL BOLTS @ 8"o.c. INTO 4x1iNI TIMBER ` 6"CLOSED CELL SPRAY-ON or LAG BOLTS @ 8" PLAN TO REMAIN-ADD W 8x28 PER PLAN or EXISTING FRAMING `� ' %� FINISHES AS �` o C 6x10.5 B SIM. 6"SPRAY-ON CLOSED INSULATION TYPICAL o.c, STAGGERED SOLID BLOCKING AS d- -© @ OR SOLID BLOCKING ~ as SELECTED BY REQUIRED, "---+ ~ CELL INSULATION TYPICAL - _., \ N FINISHES AS /.LL TS 12x2x3/16 ._-, .OWI ER -___� x p NOTE- HYDRONIC CONCRETE DECK AND \ DETAIL A o o . SELECTED BY D J j' Q \/ ��, A Q U OWNER DETAIL B STAIRS HEATING SYSTEM BY OTHERS. S1 �/ ____._._ I / v� \ S2 _ \,___ SIM. ��,5e°G�,t S2 ^`, ��� C NOTE-HYDRONIC CONCRETE DECK AND 3/4 1' 0 Q A �S2} = /� SZ O° OFIS 4xaX11a }�+ Ix+tx+ \- `�----� STAIRS HEATING SYSTEM BY OTHERS. NW 3/41 -0 STAIRS 10'-1' - (° (S C 6 x 1 OU S ✓^ 0 5 S5 CONTINU �V FINISH TO FINISH T- � _ _ _�TS4x4x114 tk 16 RISERS @ 7.56" 7 0 7 r UP 4x12 TIMBER 4x12 TIMBER / 7 ��+0- 11"TREADS ;, � � ; TOP OFA TONNE N� LANDING l 1 SIM' : 1 / T 12 x 2 X 3/16 1 1 � �: iir���i LANDING S z II 51'-8 1l2" . C 6 x t.2 @ 24"p.c. �r k 51 -8 1/2 �� _ S o SZ _ ..\.:0-1.::':::,,;. �` x B I- r rM r l s li r� S��R up T 1� 1�1 1� 1�3 1� 1 .0 6� w ICL INI. „�� � 4x12 TIMBER M i, i STOVE: / °� T OF I a W � B i \' ��� .'`J %....741:4 '� GRATE +_ i i SZ 'v r` a �z r 1 / x 5741 STONEO � J A TREADS • 51-8 1l2' x2 ��S 5 1/ i I X I,�� �f I /SLOPE N OPI Hx I Lj 1/4 PER 1'0 2 12 13/19 J -1 J JI (NILTS -1 t Ji TS 12x2x3/16 ; I i ' -3'-8" n \ 0 1 E 1 r o � \ li \ ! .� 4a,O j� F�'�0i►� 6r-23�'r� / _ 3'-8" /_ t _ C 6 8. x -6 N ��� / �\ A / ��*, ii/� 4 7-.: ® TS 12x2x3/16 TS 4x4x1/4 �'� ' -5- -'` L \` __ n I w x N{ % S 4y4Y I4 1INF C 6 x 10.5 1 TOP OF PLYWOOD OVERFRAMING \ �, . / 1✓ rr,. �it�."/ TS 4x4x1/4 / ~ j - - = 58.-0" ti T k -N / # 1 \ , \ o x <o ff `T C 6 x 10.5 LEDGER CONT.w/3/4" �- - -I SIM. I w DIA.x 5"LAG BOLTS 3 8"o.c. INTO - - - / x 3-2 x 10 OR SOLID BLOCKING 1/4"' 4" i -4TS 12x2x3/16 I i Co 1 - v \- *TOP OF STONE EXISTING B JOISTS TO REMAIN �j GRAC --_\ U D E TA I L E T 47'-3 17-2"F.V. 5T-4" ,. / l l ��� 0 (firTOP of STONESC 6x10.5 PERi ` SIM.AinkPLAN 47'-3 1/2" F,V, 57-51/2_111=1�,- st 1 g-2-Z 1=lli!' -X111=1 I t-1� - - -'=-0'._- 1-A I I -1 I`-III-tom - - 3/4 = 1 -0 _ TS 4x4x1/4 _ 1 _ _ Cis) 2 +a+ -I I1_111. - _ -1I =,' 1 I' - 1 =1;\ r: n �� 1- I i\\ I i i I-111= �I I1---I t I l 1- rl I\-=_.-11-------W,-,7 I I11 I 1-1I I-III . _11\-.:T_,-1\1-------1_11-n-I1 III -I I I1; _ _ - - - tl i- 1=11- - 1-1 I �I11=1 t;111-111= _II-l1: -,1-_-_-,,,,_-_-___-\ L _III- • \ DETAIL D -III- I I`ilt � W 6 �� x 20 - PER PLAN _III CD -111 i 71 11- -IIIb; tx+ Ilett err ____11______ GUTTER SYSTEM WITH HEAT " 1 �Z �r� 3l4"= 1.-0" TAPE TO GRADE,AT GRADE ------a _ TRANSITION TO 12"DIA. & 0 4, BURIED PIPE WITHOUT HEAT ■ UC 6 x 13 w ��, ■ Z -,- TAPE TO DAYLIGHT, ` L 3/4" DIA. M_B. 8"o.c.THRU J"� � - PROVIDE RUBBLE AT POINT r'--- - -_ ..-___________._ - EXISTING W 0-X1122 1 i /, n OF DAYLIGHT. \' L DETAIL J 0 N W 8x35 or W 8x28 BENT PLATE 1/2"x W 8x35 or W 8x28 1/2"STIFFNER PER PLAN 5 3/4"w/2-8" LEGS PER PLAN PLATE BOTH �^ io ES2j I4J - - - r ;�/, A. \ u= 11-0"I a v LET INTO TOP OF PLAN W 8x28 or W 8x35 -�� D SLOPE $TOP OF PLYWOOD 3/4 1 -0 _ SIDES OF WEB ( O - I Z PER PLAN D 1/4 PER 1'-0" TS 4x4x1/4 L Z J 5T-0" END OF BEAM -.__-_____ ____. ..---__ _ N - AT DETAIL H SIM. r o 1/4"BENT PLATE 4 112" , x W Z cl q W 8x28 PER - f 0 .4 TALL w/4"LEGS WELDED TO 1/4" TS 4x4x1/4 I 1 ILL PLAN % I t" LEDGER AND MEMBER. J 0 PER PLAN 118" ; Lil r TYPICAL BOTH ENDS ALL �/ ---� - -� it i i =f 3 SIDES 1/8" /� MMBRS. rr 1,,,, f y \ O EXISTING JOISTS TO REMAIN 4 Q r^ 1 v J o ,, ELEV, 1/4" I CO � 1/2" BEARING r= '� , Z w TOP OF STONE Q 1/8 \ PLATE Q TOP OF STONE CI " / N. X1/4 1/8" 5T 2" "t 5T 6" w I p W PER PLAN 114" '� TS 4x4x1/4 PETS 4x4x1/4 1. R ® X A 7. N f, PLAN ZLU in CC 114" J I,___ W8x28PER . 10I " S2 CO PLAN ELEVATION ,• "' 41617-� - 4 cc O PLAN DETAIL H �+ p , Gj M IrT --i I \ DETAIL I S2} C 6 x 10.5 LEDGER CONT. �- N CC LLI J o 3/4 1 0 4.. w/314"DIA.x 5"LAG BOLTS 0 mi. 0 J� @ 8"o.c, INTO 3-2x10 or L1J 4 O �' 2 , .,- - t o J 3/4 1 -0 r G° SOLID BLOCKING IO J °ok w 4-- -- - -co REMP �P (� STRUCTURAL SPECIFICATIONS (- Iii TOP OF STONE TOP OF PLYWOOD ` CC (�'j I) Foundation design hand upon 'Subsoil Study for Foundation Design-Proposed 7) I ivc insds used ford design- 57'-5' 58'-0" r-- ..- T Residence", I sb'=I9ti) 19.1-as prepared by II I l"1\OK I I I I'1\1 I AK til O i l C FI- -Roof-80 psi snow. / % p \[LA i.,INC,,fated March 5, li))9 Installation of perimeter and gutter systems to -Boot-50 psi-residential, N COM 0111 with soils retort, Field lest drain.:helorc hacktillin All Footings are to -peek-100 psi. IL 1 {. . . _...___-__ � EXISTING JOISTS TO REMAIN ›- g hear upon 11mmal undisturbed soil is approved by the soils engineer. -Wind-1151111)1113 second gusto. Exposure l3, _ SLOPE , ` a i,,`I [( �'" 21 All 'buildaton around perimeter orstnicturc stall have minimum frost protection -F.Irthc1uake-%one C'-1I3C, x 1/4"PER 1'0" ?N a i! d s „ ," i foundation a .. .centered , .,e .. ,. 2 , -, r•y °41 7 .,.. .. 1 1 I l t I l r on xr as .>�� n n ,., r'a. ? r... (i) V of-tS to bottom of tuotrn All Ic uudauon walls and.columns o l e c.e 1 e ed ti) All construction roust comply with the_015 international 13uddut�Code a,. L � � • 114 BENT PLATE 4 3l8 ��i, 'j ;��"ei,�,.6,-,�_��. ��' ���� N concrete fuotin��� unless shown otherwise on plans, adopted by the Town of Vail Building Department and the Cieucral Conditions 01 , ■ TALLw/4"LEGS WELDED "s /1�<, r ,All east m place concrete must be made with Portland tland cement amd attain mint- , s Document 201 All construction must he U 13 ,p N I the Contract uttxaet kir Construction"(!11A Duct 1n nt.1_ ). A ct Q, '==:r Pix fi �:_a.l t ="_�'�-�'f� F- 0 X Q ) TO LEDGER AND MEMBER mum coon ressiye strength ufa0C10 .atter 25 day,(minimum compressive completed y" bin he lulerauees dcscribctl in the"Residential ConstructionPer- / O �-- P psi v ll 1 G Q- 7 '7 2 P 5� �, TYPICAL BOTH ENDS ALL ,r ` ' W P; „ days i used s „':r sac•I upon A •._ -- atren.,th of-100(1 psi,Ater 28 days liar concrete u,elf in shills). Design l.se t po n lormance Guidelines as prepared by the NAI ONAL::ASSOC ASSOCIATION U1 TS L N �Q � �" 131 I DING CODE Rl f,)1liRh:A11:A I`S FOR RCIVFt)IZ('I'.D COM RI Cls(ACI 4 / MEMBERS I kWh i31 I[,i)I I� DOWNSP x4Xl�g1 �A>k �` -- - , s 1. W OU _u.�A \/___ CL fil ' 1909. s c e `r rein RCc trot int as . I ss 1, (`uncrCle tlacenscnt 10 a nfoun with"C o t,t1 t el u 9) structural . ,are shown ,� properly= tr '� and -' l 1 All members show n in their(anal positions l,n poly l aced sup- TO ��q / 0 �� 1 _-._� �\ ��-_.� r �,.� � � --',y - , F. slabsonmust he provided s(scored . I. ,. •, . ,,,,,_, . ,: , . ., DAYL� I / _ dctured in A(-I 31b. All concrete 11,d,, grade mr..t .e 1 i e I controlLe purled,dwing eonsualwon u way be nee scary to teupotanly shore wows of GHT ® 6 . i1 r t , , 6x8.2 24 o.c. �a � _ C� __ UI"epi}111 accordance ACIt1,soils Ie1.iLrt, t\11 exposed ell�eS 01 concrete 111x111 have ,-> . . ,.. s x s ..Ick' (:.11 u?i the engineer for theluucunewhtleottharpi.ttnm, atebettl�wi.trt ieL c .e i e B . �° \ "' �`�" -' Z Chamfer. Concrete Work shall not have any horizontal cold joints unlesssot- f / ��� consultation as required. AI `� © PHASE II © 0 thorned by the engineer. Field coordinate all vertical cord joints with striKaural ; . t s responsible mti s liar till non-specified xciiled eonnec pion, contact enx�i- v �� 1d 6', 10)General Ccnnacte r is resp ,ti le t 1 t �.,-, engineer.use continuous vertical st•ucr stop al all coldiuints, a It substitutions.` 14, ® A EXIS 1 G 3- 10 TYPICAL - J y neer for details as required. Flu:engineer is to t.,ppn s e till stmetu x l ,� • �\ al Renforentg steel is ASI\1 Guide 0. All welded wire fabric must conform to ,, .,. ,♦ / • o �� 1 I)Genual Contractor is to coordinate alp dkiphr,rg m fuunattons hie.,chimneys,. 7y • / 2y. t ,_ I ``,` AS l\l A185. Reinforcement placement shall conform to\I;'\\L1AI,O1=STAN- / I ;- ; m DARI)I ILSC I ICM:,201)1 as pre tared by CRS I. Si!lap splices to be minimum plumbing,sewer`.etc,)through floors,walls,roots and loundatiou walls with ars- 6> / oe, w cr i - I , ! I 1 P Irk\ 1 1 -: pro paste sub-contractors, General Ccmiractor is responsible for the motors,meth- STONE GRILL + ` \ °- W , _ „'. F t . 't > o I , u `urn corner; 1 I ,' 0 a- I sP OF STONE r._._._____�_ 1 1 I is j 19 i10 111 112 113 4 `15 `1116 117 118 11q 6 hitt cbantctu_.,all Kunio ntal tootle uensent a be continuous uo d s ,,., - s s.< , , scheduling 1 •tis J _ I I in I f I I TOP OF CONCRETE ods,techniques,sequences,procedures,workmanship.,easunal and STATION BY e' ;� soul at wall intersections. Milltown)reinlorcemenl Protection- 1 p - oh-silt safer associated syitls this project. `file(aenerai C'untractor is to verifsy all �� '� 1-/--).- x./. .j_j_ B 5T-5" o � �� j� I ; �\ I ` I J OWNER II 66-11"FIELD VERIFY Concrete poured against earth 3 /� \ co Q f i / -concrete poured in 'bons dimensions and elevations with the architectural drawings, Notify engineer of all ,\Qi \. 6., S2 ; Ll_ ___--_--__._.-J� conflictsand omissions between v tricnis elements of true working dralss pugs umd �G Z I x I I I r I I I I I I ( I I I I I \ / concrete starts f ��' J� S'�� i C 6 I x 8.2 @ ; 24"' o,C. I j , ; �. l Structural steel shall he ASTM A3b or better except Wide flanges shall be r\992 the,existing conditions prior to commencing with that portion of the project. Q C o 1 I General Contractor is to inspect remodel projects and verily prior use and proper O / vC 111111111 ill I \ 1,1;11 p I I I P co ►� € I 1. or better;pipe columns rooted on plains ax pipe.in manual as LI55 round(which ti L _---__-_-___-_ -__-1 , v i I I I cit,pus,l p:existing inatcrialti(i.e.,asbestos,etc. as required by code. Identity of G' I I TOP OF STONE _ _ , ,� � I shall conform to AS r\I A500,Grade 13(Fr 42 ksi)or better,tube steel column, I ;r t f ( ) I ) 1111 ill csisting hidden stnicitIl II ntcnibeN bayed upon construction documents .rc- s� 1 j ! 1 i U I ,_. tooted on plans as 15,In manual as I iSS iwi,tn�;ular or square)which shall be p 5T-3" _ : ;A500 Grade 11 tlsy. 1G ksi)or better.anchor bolts and bolts shall be A307 or bet- pared by Greg Cummings dated 3-17-99. Ns v W 8 x 28\ t J J _I J; r-, J J' l t< I )All materials exposed to exterior and or moisture conditions shall be ousted for _ _i___ • 1 C 6x8.2 LEDGER CONT,w/ ill ter. .=111 structural steel is to be detailed,I,tburated,painted and erected in;nuptmi these conditions i.e„chemical treatment.,lainine, puunliir"damproofing.mem- 0 T- diner with RISC'ti"fila,C'O\5'IRI'C'"1 IOV \yl:\\lt\[,.2005 and COM',OF i 1 4 o sA �- 5/8"DIA.TWA'S @ 12"o.C. + �Ci + STAIRS 9'-7" ---,, _.//" ti'I:1\1)�ARI)I'R.1C'"1 ICE. ,111 ss ciclin,_,to be performed by a certified welder and brines,flashing,etc:)as required by code, All natrrlals to be treated or protected a D f f + + �\ FINISH TO FINISH �' conform to AISC and AWS SWallfRAl WELDING CODE,2000,all dee- for lire resistance as required by code. •Sc° Ali Q<� JCZ` g�` H \_� o s RI t, t\X Grout t beneath ill base plates and beans bearing plates l3)Furnish one set of shop uutd erection drawnags for structural steel to the engineer O v \._.. 19 RISERS @ 6,05' ire de, t e I.1. 7), \, ( a t t be e n h. ,, p,to I Nig G° `S2� /\ 12"TREADS �_..._/ shall he non-Shrink(TUX!'with minimum 28 da,eom ressive strength of:5000 for review and approval.prior to falbrication.schen shop drawings ane in\Tared by SIM. I III Psi. ;A11 t=:poxy:\uclaors in he insulted according to manufacturer's specifications tate appropriate subcontractor, �N \ / �...r 'tpropose. i `pn connections during deer slur draw- 14) S.ccial. inspection to be completed by building official approved inspection -.__-___.� , Mind bet Steel deiate ill bolted et neettle I 1 PATIO FRAMING P LAN --- ,-- iuCe Prue��sa to accelri�le erection process. agency for structural sic-c1 con,trucliun,coil,information a'-,c1 epoxy anchors. In- -������ � bf Metal decking to he t1.0 Conlornu Type C 24 gage welded with washers in a 30:-1 spcction reports to he prepared in accordance with 113C: Chapter 17 on approved pattern to all members.sidclaps to be screwed with nIII Ill<screws. lormti verilsIllg compliance with construction documents and he submitted to the building official for res iew and approval copyin the owner, general contractor DENOTES HELICAL PIER INSTALLED PER MANUFACTURERS DETAILS 1/41! = 1'-O" and engineer. Coordinate inspections with general contractor so that special in- AND SPECIFICATIONS CAPABLE OF SUPPORTING WORKING LOAD OF s2 OF 2 111111�1\ speetions can be periodic rather than continuous. 10,000# (3 TYPICAL)