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HomeMy WebLinkAboutB17-0299 plans approved.pdf Town of Vail F - A-- OFFICE ropy , .----,, „.„----------' , , ••••••* %„, REUSE EXISTING WROU GH''''' '''-,T F 1 --T-T---- 1 1 i i ; 1 . cil C\I Lo CO co C\I (1) (73 a); 1 1 IRON RAILING AND MATCH I 1 I 1 1 1 I 1 1111 i I ,.. 1 [ 1 1 1 i 1 ADDITION AS REQUIRED L __J_ .1__ ' 1 11 I ! ; I 76 PROPOSED STAIR PROPOSED STAIR 1— TO GRADE TO GRADE I i I 1 1 1- i ... E 4'-9" I H , I I I 1 1 i pr-- 1 1 i i ADDITION I , ADDITION 1 1 1 gr.!, •cf- 73 l'•••-. co \\ r— T- 1 : I i • , • 1 • , - 1 1 I 1 ,,,..,,,,,,,,- L ' , _i___ , ..,,,- -----1 STAIRS 9'-7" ...-' ----. C\I X 0 0 0 i i 1 I FINISH TO FINISH E i_ _ „, ___ , 1 ._i_ . 1,. L _ ___ ..._i _ _____I ___I 1 , 19 RISERS @ 6.05" ID 0 li -1:1--c- I ![ [ rii,I-TrIniTliii[ 1 1 ! - li i 1 I, irm-rm IM,11-7,1 III-1,--- T — I n —771-- ...., 12"TREADS (D 1 .1 ..0 1 11 I-----•---- ----IL 11' '' I ' I I i ' 1411111LILLILL___ _11__ . —---—______-_-_-__Tf___ --t ___ *AI _I__ -- -,..- _ I ' ...-••• Ccii 1 1 ,i 1 iw ,11,1;;i:H11, ; il i 11111il , ....- _. 1, I 1 ''',...„,, ; ;,... , de _J PROPOSED 6-0" '-.. .;\:::=,'..1,.--,,,:•,,,:;,,•,.:,•„.,„',,,.: '1 1 • I _I"if -------:- i' t—'0Nidl 1-11iiii _.,,,,,,,,....;>,,,„ I / 11 li•i , SPACE .......__________404- 1E0 -.4.•i.'-:--.,..•.t..., ; --.....*,„:„!..„ i . i { , •,,,•,._„, 1__ : { I I `-. ' , ,___1_, __ _ _ ._ PROPOSED STAIR 1.1 , , , --, 00000 01111.11.11.41.111.111 , ' ON GRADE FROM 4.. i #01 xi:, .• ; — - DRIVEWAY DOWN 0 0 I * ,• , 1 ' — IN „. #0 r_• '444 ,14. TO EXISTING DECK . _________._ __. ... . ... . EXISTING COLUMN PROPOSED STAIRS 10.-1" • -PORTION OF EXI INC DECK TO BE ENLARGED ' EXISTING COLUMN .,-- PROPOSED EXISTING COLUMN EXISTING COLUMN LINE TO BE COLUMN LINE AT FINISH TO FINISH ' REMOVED ADDITION 16 RISERS @ 7.56" PROPOSED REMOVED COLUMN LINE AT ADDITION LINE TO BE REMOVED LOCATIONS TO REMAIN 1 44/4'z......:- 1:0N-'° *** 1*-:114. % . . vi I g ; .. .., v 12"TREADS COLUMN LINE AT 1. t, 4/* / 0) 44 ADDITION '''• 0 --- <e.,6) * • . EAST ELEVATION WEST ELEVATION 111, / 01011 0 • * • • • ' '- 0 . 4 VA'. 1 1/8" = 1 1-0" NORTH ELEVATION 1/8" = 11-0" 1/s" LOT 19 PORTION OF EXISTING ABOVE GROUND DECK DECK OVER SETBACK TO REMAIN --I • \\ SETBACK EXISTING STAIR TO BE REMOVED,LEAVE OPEN TO \ \ WINDOW BELOW . . ..4,----. \ • • —"t\---- . • \ PROPOSED STAIR TO 1 . Z , ---4,-- 26.s1 BUILDING 15E3:T"BW-----ACI:180.5-5. • ------- . ---. — . ' . . ----_ . EXISTING. EDGE SETBACK — _____::KI 53 0 OF DECK 1 GRADE 1, . . 7 [ I _______1 0 _ _ III I I Z . \ _ _______ ...a r . _ al w ..... STREAM SETBACK 1 • 1- 4- ''' ''‘ qw 7 .r. 441 . ,4 , ----_4 ------ -------I- ----- * \ 1 i to i 411140 4, A;4ilk.18 i 4411 Ir . . 4,' 4111 . 4 _lb.t p41 , .' ----- firr /a 411,407' — — — —I t9 :1 / PROPOSED HEATED DECK , el , CC I-- , CI \ __,--------- \ .,------ -- --- \ \ - PPOpo vamp MECHANICAL ROOM w/5'-0"HEAD CONCRETEH E BENEATHIGHTRETAINING WEXISTINGAL WALLS PCEKR. \ W • gm, Ilig a co 0 tn 5q'Cr ------------ , .S .,D FOUNDATION PLAN. ONE WALL OPEN 04 LLI 0 0 \ ,01.014N --L .\., TO THE NORTH WITH WROUGHT IRON >- 0 ›. tp\ \ I si_. EDGE OF EXTERIOR < LU ›. < ___---------- v 4pf GATE TO MATCH EXISTING HAND RAIL u) loo WALL FOR LOWER 6 2 . \ __----- 1 4 LEVEL 00 Z LU u tr CENTERLINE GORE ,, ..-------- ' \ 04 ___--- ADDITION - s„, 04 , 1...o" .---- g 4 *---i' i— OCE oCr 0 0 CREEK , -,----- 'to ‘,04 -— * 4- 11,00_,--) vfq V%*9 \\ .1 _ - --,3-0,. 4.,i _...(Thz-L.,_ 6 -."." \\ _ ___0. .\ o EXISTING ce CC w • 1144.01 T-2" _f 6-Cr ).-" —1 -.1,-1 ET, 11.1 1! PRIMARY / .:I- a.. A ' EDGE OF PROPOSED \\ HEATED CONCRETE PROpo P'..46 86"x86" TABLE ..'- 1 I — .... \\ to — sED • SECONDARY um Ct ........ EXTERIOR DECK COL 4# wct) __ Z _-- , \ . . \ EDGE OF EXISTING 4 S 1 5. Ce CO As cl i‘4. ',- r N. wi,„ co › .... , .0 (i., ..<, . , • CONCRETE DRIVEWAY N"-- W LL1 449 . , , \ r' , y.... CD L__ \ ' OposE,0 p 1 "E LOT 20 \ C\1 • - • -:.':.'t MVAN2 et. . . -.t. -. '':',-• • COL g. 0.283 ACRES \ ' cY1 N"-• ; 1 ,;(301fmn poL 0 0 ______± _______t , STAFF APPROVAL, , 0 REviEwED FOR CODF 0 1 b 14-8.1: !I . N 44P4r-6.1111:13114'A3."--0"1/44147176'41r141'ON 4 -----':-- --cl --------- , (1) t W • PTE:____,—__„ _._ ____„ , . ., ------- ., .- — • — , c. v of 0 PROPOSED BBQ AREA •• Ah. . Alliniir .. m. ,7 . I.. . :.- I CI 40_ — 0 , , EXISTING EDGE OF DECK aAkik .,,i Li \ _______ lla.;7 8ce ABOVE GROUND DECK I !.12 i L. ate: / ...,__ , LLI • 11141117 I .3 I 15'BUILDING SETBACK _ .,_ _____ _, • • SETBACK .0 ce • • .V: SEWER MANHOLE ------- * • 6,,,,,...,,,,," • PORTION OF EXISTING • il _ .....,. . __.., . .. „ . \ i .0 cv ::-''' d (2,..... DECK OVER SETBACK TO ______4_, . . . \ ____I ,40111Pf n , REMAIN / • —____-___ . . 0 \ 1 NEW SPRUCE TO BE PROPOSED HEATED PLANTED CONCRETE STAIRS 01 oil 0 ON GRADE 1 LOT 21 , . SITE PLAN \\,.....D .. ... . BASED UPON IMPROVEMENT LOCATION CERTIFICATE OF LOT 20, VAIL VILLAGE WEST, FILING NO. 2, TOWN OF VAIL, 1" = 10'-0" "Jr-" IIIIP EAGLE COUNTY, COLORADO AS PREPARED BY EAGLE VALLEY SURVEYING, INC., JOB NO. 2325 DATED 12/8/10. NORTH , 1 Ai OF 1 11 66'-11" 19 i , '`•,,,, • - • T , ti NEW HANDRAIL TO ! ' -•Awleliplelogove MATCH EXISTING PER I , ttot-set-444 leao.,errmrovAeOP ISOAefre! , EXISTING HEATED CONCRETE • • _ ::----1-;----1--i-a.:---m-_-_-_- -_---. 1 • A\1-2-:111: ._,-- Ew ... FOUNDATION TO STAIRS 17 L 18 E • 2"STONE TOPPING ON REMAIN . MORTAR BED --_ -Fcr, ------'-) 16 L . --iii-----111-m 4" EXISTING DRIVEWAY ..0/. 0 ' 2; , .1y2„ HEATED CONCRETE -/-------/- TO REMAIN 1/4" Pr ---4(---7;7---71)(-- BASE PLATE STAIRS 15 L. 1/2"x 10"x 10" 0 SG1 14 L • .-- • 7 iy2" --*--------k, ---- ,, , 1 1 , . , w/4-1/2" DIA. ANCHOR BOLTS CV 1.0 1 C CO co . CV GRADE 60#5 BARS 2"STONE TOPPING ON .-''' 2-#5 BARS CONT. 10" 7" ! MORTAR BED 13 L ...-------- TOP AND BOTTOM _... .___. ---,_ BOTH WAYS • /- 4 ---1.[-------i-------- ---- - i \\ 0//// ;/7 "...-- DRILLED 6" INTO #4 NOSING BAR 12 L . 0 0 ./ 4.) \ EXISTING FNDN. ii: ill 1Y2" 0 / 1 TPSLA4Nx4x1/4 PER 7c- 2 41k • • • AND GLUED WITH n ii / L 4x2x1/4 CONT.w/ 7 TYPICAL li n 1 1 \ EPDXY. 11 1 '10" , (D" \ ./ 11-101/4"-------S1 •`. )I'' 5/8"DIA.TWA'S @ \ r;•-•-vio•os..,"ww.•,--T,Reozyzowsror,•,,,- laottietKi00000A0.404446114141‘ i' -,------__ 14404410040104"0004 ,,-- 10.•••••11 1 ° R 1 0 sa) ilow 7\-----ar-----a- • fr 1115\1,----\ I , a - I ___ 1-BASE PLATE -1 -ill- - \-•=31.-11---m-^---ff\ tireAterse'' 4"DIA. DRAIN w/ -17-,.= . -1:-.---m 1" 1 /' ----2'-Oi/2" 1/. -91-0/8 )r------ - -81-93/8"--- ---- .---- 9'-5%" :,-- 3/4"= 1'-0" r*- 0 ,Tr...•:-V.:---- .------„vme; ° • • Apar GRAVEL TO 8 L , GRADE 60#5 gailii , .,„, ,,, .44* '51$ 2-#5 BARS CONT. -1--_-4--7-1 Wed. ..• •.,,,..4144' DAYLIGHT --.II-- -it----11-0"----- -- ___I . wr: _ BEARING PLATE 1 I r. , lire-reAllik .Aii,4,arrav BARS @ 12"o.c. , ' 1 - L-- TOP AND BOTTOM "'A;;Agest evz 11 --R.7,---i 1 ..„...v,e, Ally ,, . , BOTH WAY_$.-- 8"' X ° .4.4 .' ,.- ;-• . 1/2"x 8"x4"w12-#5 1 0 -C3 . - ' di 4:4•00•* i 7 i 12"DIA BURIED 1 EMBED DOWELS ./.----/- .0 0 --111- DETAIL G zb ; „.__ • ; .,- .,--- , PIPE PER NOTE BELOW I WELDED TO BOTTOMh, ct , LZ Z C) K• TOW I (1) ai HELICAL PIER PER 1 6 , . 711F.11-7_-_-:11:=16:fitIlr,---1"11171:611111 E? 56'-10 1/2" 1 Cr,c,NO ribli 6. > PLAN (3 TYPICAL) .44 110 . G • 1 1 -M-:--,--.-M-,--a--,--011-0,--gt- . . c, o ,c ) ION .1Z 'AZ , ?e•'"' CiS & C;C. I .. ...... ........... ........... i .....r(t. C- 3/4" -.- _ *I. 0 10_ --------------V' 2"STONE TOPPING ON 4 g n ./-. 1 7,---- ----k- _....------- MORTAR BED OVER \ )?...t. ii p 0 , Li- 0 ! I 1 ,----j- ,- ill 1 'b-_-__-_---- n. , SLOPE WATERPROOF ii II : ,-, TOF .* ..N..._/TOW >I . 3 1/2" HEATED CONCRETE SLAB REINFORCED MEMBRANE BY 3 \ pi 1-- ---i AIM C:) 484" w/WWF 4x4-W2.9 x W2.9 CENTERED ,, - 0 L.....:.,t Li 1_71-J 4,t.,± tir bu-: BOILER '; 2-0" % . , ***"--.•. / li• tb' • S• OTHERS I • 1 1 - Ali 2 v.-----31-10"----ill--- ---8'-0"--- f- -4 I NEW SPACE 0.6C 24 GAGE METAL DECK HELICAL PIER PER -cI r4!) \ . WELDED TO STEEL JOISTS • „,---- T PLAN (3 TYPICAL) "e, I ___I, 42? , ...(1.-..TOW i i -I , k.---- .. • I: ,B,. .•f ,\,,..0:: ih.... 1: $ 57'-4" i T--• --- 1 FOOTING PAD 1 a -I?- 2'-0"x 2`-0"x , co- o- . --- - - ., EACH WAY 1 ,./j // -- • IP • IN'IN. ,000,0- ,1,,' DISCREPANCIES BEFORE C 6x10.5 PER C 6)(8.2 LEDGER -'----- PLAN CONT.w/5/8"DIA. • i7f 11 11 II Il ...^'' ______ il _ 1_1 _ _____.:0_,_0, 4:76 k-oci°‘ 1-, , .,,,„ : & , , „. ,, INs. ii--I U FOgOc+ING PADI NAONT:E- SHOWN. RNI0FYTIAFyLLEDNIGMIENNESEI:NoSF WITH EXISTING CONDITIONS AS !NuODBURALGEHIGLTAITREO TO MATCH IRON TOP OF SLAB 1 D1R4."1 EET21;11\-110f;KTRAEcNRE:ic CONCRETEwm AT FSE4LR Ai x BA4L-ON:0-2.GRADENxDw2.9 CENTERED w/4"GRAVEL BENEATH AND _ 4" 4" 1.- -1 7 2,0"i,T..0"x 10" COMMENCING WITH WORK. TVVA'S @ 12"o.c. n n w/3 I 5 BARS - kt L.Fil---- P-.*--11.7:7111 n n c2s) --L- -All EACH WAY TS 4x4x1/4 • .,----7 ,, , , PER PLAN C 6x8.2 @ 24"o.c. .---- . °I) oih GRADE HILI . r F '' DETAIL F 1-, 4T-3 1/2"RV. 11 (9/e ' 0 1/4"V StIs'‘IN & c. BASE PLATE 1/2"x 10" o •• _ 1- F--- 's ' . MAXIMUM 3/4" Nv 2-#5 BARS CONT. 1 S1./1 3/4"= 11-0" c,„0 P NI \ *\•\\ ' TOP AND BOTTOM - ..:-,--11----1.11-1-1-: -Il - Ili emir - -,---,-- - we ,-; ANCHOR BOLTS Awl el '..:1.• ',4' . 1 Ns- 11110 4</ I 1 I r to-,$, ---i c'-' b ' 1 441.10° 1 FOOTING PAD 1 Z 2*-6"x 2-6"x 10" D w/3-#5 BARS - ----Tr' ql.; - -- 0 (NI EACH WAY , , #4 COLUMN 1 CORNERS4-#5 BARS AT 0--s'N------ 1.1.1111 4-#5 DOWELS Z REUSE AND MODIFY EXISTING GUARDRAIL AS •• ••'.' ......---- ,;:r am I I REQUIRED BOLTED TO CONCRETE. NEW RAILING TO MATCH EXISTING. ro 2'-6" i 7 10" i i I'HI J - u. 3 1/2" HEATED CONCRETE 2"STONE TOPPING ON 11'1:1 1511 Le lr-312€"\Ertrlf:1\-111:: b 1 1 1 41)SLAB REINFORCED w/ MORTAR BED OVER .1 -1----11---- FOOTING SIZE AND 7\1 i a 0 Cr FI" i'o ,! VVWF 4x4-W2.9 x W2.9 WATERPROOF Ix REINFORCEMENT --- ---------.--';\ C41 a 1 #5 DOWELS @ 16"o.c. I! CENTERED MEMBRANE BY OTHERSoli- .1 0 c.4 PER PLAN 1.1.1 a . f...•....t 2'-6" 1 Il I, 12 ___.__ _ _______._ 58'-0"40 I ,..t . FOOTING PAD _ ______* W 0 _ _ 1/4 f _411,,,,571-5 1/2" y ' I w/5-#5 BARS EQ SQUARE EQ. Z lil w cc .1.. 11 571-411 , , -...° r • v//i24////./.7/./IITIF.m7777/ // t - -I iri I EACH WAY -14- 14 CE CD 0 4 1\ ---; 1 ; . ....-•-.......--..!......E. .........4. 3,•1:21 ••••••••,•••••••••••••••--7-===7---•7 .. 571-0 PER PLAN 1/2" --, .--,, - ,... ..., ,. "0 I Th --) --.4/ L 1 _ ,. . (m) GUTTER SYSTEM • ,AiiiglitSO4. Et 7.17/. IPIC fr‘U"1 OMANI 0 ME Imism .....j••••••• ...- SLOPING TO ' DAYLIGHT 01 \t` C 6x8.2 @ 24"o.c.w/ 0.6C 24 GAGE METAL -7,---<-1 \;) 0 •,,, TYPICAL PAD/PIER 3/4"= 11-0" L 4x4x1/4 x 01-4 1/2" DECK WELDED TO / C 6x8.2 LEDGER TYPICAL BOTH ENDS STEEL JOISTS 1 1111 4‹ CONT.w/5/8" TVVA'S @ 12"D.C. .1.- III 2 tt ( > 6"SPRAY-ON CLOSED ___ _ -) EXISTING FRAMING CI CELL INSULATION ° TYPICAL C 6x8.2 LEDGER w/ TO REMAIN 3/4"DIA.x 5"LAG BOLTS @ 8"o.c. INTO i c\I SOLID BLOCKING g 1 <>" 0 0 -111.V4tAv ,....,„,--'\ BOILER EXISTING 1 FOUNDATION TO ....-I C\ICNI 4" #5 BARS @ 16" REMAIN 0- k, I-- W ---/---7- o.c. BOTH VVAYS •sco ,c) ARVIEWFD FOR C c iL, I I .R) MPI ANCE 4.,, w2 cLuj 0 1:3 SLAB PER PLAN , -s.74-------- ---- Aoki Agolk 51'-6". FOOTING PAD 3'-0" 1 _I , . w/4-#5 BARS NV MY EACH WAY • 4,--onpiprors. s- ••44.4.1.%r Ae.15, 17.1proOsts-4?..4% 133 ',-.10101.•...•40.4.1v..1-4.-•,,--1... 100SZAitre,,,t,•eglif4VP' 12"DIA.BURIED PIPE TO \ Amik I 1 '; C. 4 f. € 7 E .F. 10 11 t2 13 34 Ift-ra,....11_,./811 l'e': 'I-- ---- .04=14040101MftAloie.Ato,,MmiAlk. ,e'liZrA144:00.ANt0154 ___ m, - • DAYLIGHT-(BURY 48"TO 1 \ I 0 TOP OF CONCRETE ---:--III=7.11 . II cP TOP OF PIPE) PROVIDE RUBBLE ROCKS AT DELE:1------1 ---\(. r-1 FOOTING PAD 13/,. IP I I 2-#5 BARS CONT. it DAYLIGHT TO PREVENT •- 001-044 2'-6"x 2*-6"x 10" ', 5) 66'-11"FIELD VERIFY ,,t• 9'04\ - '(--2'-6" ---.*1 14'-10/4"- w/3-#5 BARS )'irr- -4-0" '-0"-'• - TOP AND BOTTOM PIPE FREEZING. Alai _ _T- _ _ ilt _ - ..,*_ ___.1 01 II I 74.,\ I 0 c, II I NOTE-HYDRONIC CONCRETE DECK AND 3/4"= 1'-0" ra ----- 0-- kam" - , i .... FA __ABOVE _ _ N-- I sc. 3-#5 BARS CONT. STAIRS HEATING SYSTEM BY OTHERS. \.-(70\,&. 4x4)(11F2p4.6C=.71)00 \4) . t\h` 1 48'-4"4, tx# ,S II III \ tx+ 1 v ocy- w/3 #5 BARS 74111,1 ) I r 44 1 , FOUNDATION PLAN , EACH WAY 4........ .I i ' ,--b 0 DENOTES HELICAL PIER INSTALLED PER MANUFACTURERS DETAILS 114" - 1`-o" NORTH ,. AND SPECIFICATIONS CAPABLE OF SUPPORTING WORKING LOAD OF 1 I 10,000# (3 TYPICAL) /-8"----.)(-8"--- --8"----7r-- I . 1,/ 21-0" -'''-- • S 1 OF 2 ,, 1111 I i REUSE AND MODIFY EXISTING GUARDRAIL AS REUSE AND MODIFY EXISTING GUARDRAIL AS i REQUIRED WELDED TO STEEL FRAME. NEW il. j REQUIRED WELDED TO STEEL FRAME. NEW RAILING TO MATCH EXISTING. ill; RAILING TO MATCH EXISTING. J1 i i li 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. 1' 3 1/2"HEATED CONCRETE SLAB 2"STONE TOPPING EXISTING FRAMING @ 24"o.c. jE; REINFORCED w/WWF 4x4-W2.9 x W2.9 BED OVER WATERPROOF O ,I ! CENTERED MEMBRANE BY OTHERS @ 24"o.c. 1 REINFORCED w/WWF 4x4-W2.9 x W2.9 ON MORTAR BED TO REMAIN �' CENTERED OVER WATERPROOF L 3 1/2 x 3 1/2 x 1/4 II 3 112" HEATED CONCRETE SLAB 0.6C 24 GAGE METAL j ; 0.6C 24 GAGE METAL DECK L 3 1/2 x 3 1/2 x 1/4 ; MEMBRANE BYCLOSURE ANGLE III l 0.6C 24 GAGE METAL DECK REINFORCED w/WWF 4x4-W2.9 x W2.9 DECK WELDED TO � WELDED TO STEEL JOISTS CLOSURE ANGLE I OTHERS l 58'-0" CENTERED 12 STEEL JOISTS CONT. CONT. j I; WELDED TO STEEL JOISTS �' / i , 1 1 12 57- • ti 1 L 3 1/2 x 3 1/2 x 1/4 57'-4 1/2" ' 6" ; „ �r 1/4 Amor2 ,� 2_e, Lo N u: 12 57-5 �I CLOSURE ANGLE L _ „ 57-2 1/4 iI�/ir�1�i �Ilii��7i�1-_ = - "� co CONT. / 1l4 ,r� - /L./2777/4/./ i i` =� - i 1 57 co co 46, 57-2 or SLOPING AfarAgnme 1 _ J „ TO 57'-3I " �.. ��.�, a •.�*.+A. il r imir' = - - - - EXISTING 3-2x10 TOP / T / Lr------- '- REMAIN OR NEW / / PL6AxN0.5 PER C 6x8.2 24 o.c. GUTTER SYSTEM @ @ W 6x20 24"o.c.w/ JL4x4x1/4 0 GUTTER SYSTEM SOLID BLOCKING ` / 6,,CLOSED CELL SLOPING TO x 0'-4 1/2"WELDED TO ADJOINING EXISTING FRAMING 1„Li DAYLIGHT MEMBERS TYPICAL-COPE ENDS E 3/4" TO REMAIN a) SLOPING TO C 6x8.2 or C 6x13 @ 24"o.c. w/ C 6x10.5 LEDGER w/ /1 _p / SPRAY-ON AS REQUIRED C 6x13 LEDGER w/ DAYLIGHT L 4%4xNI x 0'-4 MB WELDED TO 3/4"ODIA. x 5" LAGel)1 ; / INSULATION TYPICAL W 8x35 PER PLAN DIA. MACHINE BOLTS EXISTING W 10x22 PER ADJOINING MEMBERS TYPICAL BOLTS @ 8"o.c. INTO 6"CLOSED CELL SPRAY-ON or LAG BOLTS @ 8" PLAN TO REMAIN-ADD W 8x28 PER PLAN or METAL GRATING oo O EXISTING FRAMING \ �. / FINISHES AS INSULATION TYPICAL o.c. STAGGERED SOLID BLOCKING AS -p riiiiji" C 6x10.5 @ B SIM. 6"SPRAY-ON CLOSED OR SOLID BLOCKING TREADS \ ,� / ` / / SELECTED BY REQUIRED. •-+ N t CELL INSULATION TYPICAL \\ C- ___ ] OWNER X FINISHES AS NOTE- HYDRONIC CONCRETE DECK AND A DETAIL A U / TS 12"2x3/16 O O SELECTED BY STAIRS HEATING SYSTEM BY OTHERS. D / / el N OWNER B DETAIL B L- l-__---- / OakSIM. ��gQOG,�'C S2 NOTE- HYDRONIC CONCRETE DECK AND 3/4"= 1'-0" -c Q / p0 Pyo X114 {t>i- STAIRS HEATING SYSTEM BY OTHERS. 110 S2 3/4"= 1'-0" �i r - J / STAIRS 10'-1" (°0 (S 4X C 6 x 10.5 55b' CONTINUOUS / I FINISH TO FINISH :'•�_ - - -�- -3_ - 16 RISERS @7.56" ® 1 -j -i 1 -t; 1. 1; -' I J METAL GRATING / ++�1 12"TREADS 1 c 0 TOF OF STO�JE METAL GRATING _� $2 ! ; I 1 I ...� LANDING / �5 SIM` ;57 4" I - • LANDING TS 12 x 2 x 3116 ! _ • 1 B C 6 x 8.2 @ 24"o.c. ilk , I C 6 x 8.2 LEDGER CONT.w/ }0° ••• .� is 51 -8 1!2 4 I I I l ' 1��•r Q j �� -� 5/8"DIA.T.W.A'S @ 12"o.c. iia +,• •� 7 D- • - • 51'-8 1/2" ( (�s 0,X11 co 9 110 111 1r 113 y 115 1; / S2 m QO 1 �� ..R• w/ `i 11 r„ 1 I I I Lo 'S' 6, 6° --..., , �j I I m STO E I � wet 1 N. .1ilk METAL GRATING GRATE i .-�� __ +I f a w i +t -; li li ■; M ■ 1 1 1 1 1 1 1 ,. _ A TOFF OF STONE i p a 1 °J�� t° J -.__ _ ;j r, .; 51'-8 1/2" x x x 5T 4 1 l2" `I'�� i . 10••• TREADS I�i - ,' 1 1 1 1 1 1 1 C° SLOPE S V 5T 5 112„ v) 4 cv p it z z_ I N TNI 112 1 x 12 lx 13/161 1 1� 1/4"PER 1'0" -I I1 .. • �_ � a -� J' J' .J��' J1 : TS 12"2x3/16 I I fill x �� r o . \ \ • :-0�t //�f�R / T 1 / I �X 6- �k C 6 x 8.2 I N •�• >.��rrr /---- ----,, 0 I TS 12"2x3/16 TS 4%4x1/4 i �- ��k N j TS 4X4X1j4 ! nowC 6Lx . 10.5 , itt,TOP OF PLYWOOD OVERFRAMING 1'-0" 1.ri ____._______., TS 4"4x1/4':-- 7' -1--------------________J /' - - - 58'-0" r 0.5 LEDGER CONT. co I -�- Li �- - ~ SIM. 52 !/ x DIA.x 51 LAG OLTS 8"o c INTO • ti ; - x I �� • 3-2x10 OR SOLID BLOCKING 1/4 4 - �" - - --- , Iii _IHLF.I -a- -I` co f- U GRADE U TOP OF STONE EXISTING JOISTS TO REMAIN � r; ., ` � �, P, ` � 4T-3 112"F.V. �-- 57-4"------ I l_ !` TS 12"2x3/16 alli D ETA I L E ^�a 0 I wr TOP OF STONE; C 6x10.5 PER I PLAN 4T-3 1/2" F.V. SIM.® 57-5 112 - _ b+�} _ -III-= 17'.-1.\\}-=-11=----' n t_ -,., t t i_�� S 7 3/4"= 1'-0" i C`o =1 11 1 I i - - + -1 1 1=111 i I 1=1' -1 1111_1 1 I=_ I l l111= 11=1 11--111=_ _ \\ 1-- III_ _1 111-11_I�i j�ii11=111= _III=III=111= _114111; - \`� - - - - 1/4 :111-III- =111=_,, 1_111=111-_ -111=' I SII I-111=I , _� I PER PLAN _IiI- 7 -T-r- _111=11 I- '17-7E\I 11=1 11= _I 11=� -T1=1 I I� I I i I , � TS xx DETAIL D11, 1_11 11 '�� W 6 +� x 20 1,4" ,4„ ft w �p+� 1'-0" I U - j ! GUTTER SYSTEM WITH HEAT _ (3.- 2./ TAPE TO GRADE,AT GRADE L . - - - J j 3/4 1 -0 TRANSITION TO 12"DIA. r & moo` I Il BURIED PIPE WITHOUT HEAT ( „ C 6 x 13 LEDGER CONT. w/ rII Z TAPE TO DAYLIGHT. L 3/4" DIA.M.B.@ 8"o.c.THRU - J' / j \ ��� PROVIDE RUBBLE AT POINT L r - EXISTING W 10 x 22 1 iL DETAIL J 0 N OF DAYLIGHT. I W 8x35 or W 8x28 BENT PLATE 1/2"x W 8x35 or W 8x28 1/2"STIFFNER -`i- Ci)PER PLAN 5 3/4"w/2-8" LEGS PER PLAN PLATE BOTH _ - - `'�LET INTO TOP OF0 -quiPLAN WEBW 8x28 or W 8x35 �r SLOPE TOP OF PLYWOOD 3/4" 1'-0" SIDES OF PER PLAN Z 1/4"PER 1'-0" I 57'-0" M TS 4"4x114 END OF BEAM L __- J N - ' AT DETAIL H SIM. Lir owl 1/4"BENT PLATE 4 1/2" 1 x 111:1 W I W 8x28 PER .* U TALL w/4"LEGS WELDED TO o 1/4" TS 4"4x1/4 1 i PLAN i i I _ N LEDGER AND MEMBER. J t Cli PER PLAN op _I_ IL� 1/8" I r TYPICAL BOTH ENDS ALL �/• -. 111 I 3 SIDES „ r = MMBRS. /, EXISTING JOISTS TO REMAIN u-• A -1 0 & Qo � O � II ELEV. 11111111 ® 1/4" , I 1/2" BEARING r TOP OF STONE 01/4" 1/8" h PLATE TOP OF STONE o i= \ /' 1 L 1/4" 1/8" r ® ',TOP 57'-2" N 57'-6" -- J 11 w I C 1 W §" Q TS 4"4x PLAN :I TS 4x4x1/4 PER ® r x A ,• • ZW J PER 1/4" _ PLAN I W 1/4" CC W 8x28 PER ELEVATION `Ir , 4113, 0 S2 r -,� 4 c� PLAN �+�.� r � / I � i U J 0 PLAN r DETAIL H 0 D E TA D L I x --- ---7 C 6 x 10.5 LEDGER CONT. CC ii•L"Lf4 .....1 0 SZ 3/4 - 1 -0 - '� O w/3/4"DIA.x 5"LAG BOLTS LtO O, (5' J _a 8"o.c. INTO 3-2x10 or 4 O _I- 3/4" 3/4"= 1'-0" r G SOLID BLOCKING A N v G vM O\- .1 1170111111 RSM STRUCTURAL SPECIFICATIONS I ° W � > (i TOP OF STONE $TOP OF PLYWOOD CC O 1) Foundationdesign based upon"Subsoil Study for Foundation Design-Proposed 7) Live loads used for design- / 58'-0" f` T O Residence",Job#199 194 as prepared by HEPWORTH-PAWLAK GEOTiCH- -Roof-80 psf snow. N O NICAL,INC.dated March 5,1999, Installation of perimeter and gutter system to -Floor-50 psf residential, @% N CV conform with soils report,field test drains before backfilling. All footings are to -Deck-100 psf. ti ■L `' ' w SLOPE �J EXISTING JOISTS TO REMAIN } I--� hear upon natural undisturbed soil as approved by the soils engineer. -Wind-115 mph(3 second gust),Exposure 13. ,. Q 2) All foundation around perimeter of structure shall have minimum frost protection -Earthquake-Zone C-IBC. x 0 O 1/4"PER 1'0" r��i� " r] t of 48to bottom of tooting. All foundation walls and columns to be centered on 8) All construction must comply with the 2015 International Building Code as L • j 1/4"BENT PLATE 4 3/8" 1 � F �i cV concrete footings unless shown otherwise on plans, adopted by the Town of Vail Building Department and the"General Conditions of J t a � � CV r ■ TALL w14'LEGS WELDEDF0:. xr 3) All cast in place concrete must be made'with Portland cement and attain mini- the Contract for Construction"(AIA 4ocwnent A201). All construction must be U 13 (<, l t1VAE, I- mum compressive strength of 3000 psi alter 28 days(minimum compressive completed within the tolerances described in the"Residential Construction Per- XQ '�" TO LEDGER AND MEMBER ,G p '� �0 �,Q- T'PICAL BOTH ENDS ALL �t � �'� strength of4000 psi after 28 days for concrete used in slabs). Design based upon for-mance Guidelines"as prepared by the NATIONAL ASSOCIATION OF Tg L _- N1 / Q % _ BUILDING CODE,REQUIREMENTS FOR REINFORCED CONCRETE(ACI HOME 13UILDERS. DOWNSPOUT4X4"/4 / �1 t�!_ MEMBERS _ Q 318) 1999. Concrete placement to conform with"Construction Requirements"asandsup- �1�' �. W p 9) All structural members ore shown in their final positions properly braced TO DAYLIGHT �~ 0 + 11 defined in AC1318. All concrete slabs on grade must be provided control(scored pored;during construction it may be necessary to temporarily shoreportions offid 6 t or cut)in accordance with soils report. All exposed edges of concrete shall have i i �, 'e t1 ,r portions are bciti constructed. Contact the en sneer for ; C 6x8.2 @ 24"o.c. £ the structure re hit other pg g B ,.p y 0 V:."chamfer. Concrete work shall not have any horizontal cold joints unless nu- consultation as required, \\ ! + Code:a "" "" 'ffi i 7 ~` - thorized by the engineer. Field coordinate all vertical cold joints with structural 1 0)General Contractor is responsible for all non-specified connections,contact engi- alk �\ •4' 'c? S2 6'' engineer,use continuous vertical water stop at all cold joints. A EXIS I G 3- 10 TYPICAL -l 4) Reinforcing steel is ASTM Grade 40. All welded wire fabric must conform to neer for details as required. Die engineer is to approve all structural [� • "1 Z �`� ASTM A185. Reinforcement placement shall conform to MANUAL OF STAN- 11)General Contractor is to coordinate all diaphragm penetrations(i.e.,chimneys, /yam\ c'y, •• plumbing,sewers,etc.)through floors,walls,roofs and foundation walls with ap,- e ` • J w 1 1 CLI DARD PRACTICE,2001 as prepared by CRSi. All lap splices to be minimum ` o Et I I lip isropriatesnb-contractors. General Contractor is responsible for the means,meth- STONE GRILL ÷-\\ 4 ,� O a j i � � � •� •P OF STONE r ��- - -1 ( 4 i 36 bardiameters.,all horizontal reinforcement to be continuous around corners ©ds recent sequences,procedures,workmanship,'seasonal scheduling and 1 s I 10 11 2 13 1 i15 16 117 1181 19 techniques, eq pSTATION BY `� i -' _ 'r? I I� i� l TOP OF CONCRETE and at wall intersections. Minimum reinforcement protection8 ac v ; 1 I I_ g 157'-5" co I Job-site safety associated with this project. The General Contractor a toes and all OWNER '. r 1 ;� " I 66-11"e: FIELD VERIFY concrete poured against earth 3" { 5.0 dimensions and elevations with the architectural drawings. Notif•engineer of all I i 1 I 1 -concrete poured in forms 2 theg} �� vb - 6" 52 ; „ i �1 I I I I i I I I I f I l I =I f I conflicts and omissions between various elements of working tlrau mes � � � x � � -concrete slabs 1" e,>, J,- S' , • V C 6 i x 8.2 24 o.c I 5) Structural steel shall be ASTM A36 or better except Wide flanges shall be A992 the existing;conditions prior to commencing with thit portion of the project. O v, �p,0y .k. @ I ! I ,. p g or better,pipecolumns(noted on plans as pipe,in manual as 11SS round)whisk General Contractor is to inspect remodel projects and verify use and proper CP r`� I j I co �f - 101 III I � ti ! I TOP OF STONE L - I I. I ± -1ti ' I - shall conform to AS'GNI A500,Grade B(Fy=42 ksi)or better,tube steel columns disposal of existing materials(i.e.,asbestos.etc.)as required by code, identity of 0'existing - allhidden structural members eased upon construction documents re- 11,` (noted on plans as TS,in manual w HSS rectangular or square)which shall be ' p �` ' 5T-3" U � byGreg Cummings dated 3-17-99. W 8 x 28 i � A500 Grade B(Fy=46 ksi)of better,anchor bolts and bolts shall he A307 or bet- pared $ g `� � J� - J J Ji �-,� J< J J s ter. All structural steel is to be detailed,fabricated,painted and erected in actor- 12)All materials exposed exterior and or moisture conditions shall be treated for C 6x8.2 LEDGER CONT.w/ dance with RISC STEEL CONS!RUCTION MANUAL,2005 and CODE OF these conditions(i.e.,chemical treatment,staining,painting;damproofing,mem- b �- - I} 1p` 5/8"DIA.TWA'S @ 12"o.c. STANDARD PRACTICE. All welding to be performed by a certified welder and braves,flashing,etc.)as required by code. All materials to be treated or protected i `v I -l- STAIRS 9'-7" for fire resistance as required bycode. t+� ‹,e, �� C.4 H FINISH TO FINISH 1 conform to MSC and AWS STRUCTURAL WELDING CODE,2000,all else- q trodes to be EE-70XX. Grout beneath all base plates and beam bearing plates 13)Furnish one set of shop and erection drawings for structural steel to the engineer �� 0 O� OBJ 'S� 19 RISERS @ 6.05" 1 shall be non-shrink epoxy with minimum 28 day compressive strength of 5000 for review and approval,prior to fabrication,when shop drawings are prepared by G S2 SIM. 12"TREADS 1111 IP psi. All Epoxy Anchors to be installed according to manuf'acturer's specifications the appropriate subcontractor. and details. Steel detailer to propose bolted connections during steel shop draw- 14) Special inspection to be completed by building official approved inspection PATIO F 1 \/�M I N G PLAN ung process to accelerate erection process. agency for structural steel construction,soils information and epoxy anchors. In- 6) Metal decking to be 0.6 Conform Type C 24 gage welded with washers in a 3014 spcetion reports to be prepared in accordance with IBC Chapter 17 on approved pattens to all members,sidelaps to be screwed with#10 TEK screws, forms,verifying compliance with construction documents and be submitted to the building official for review and approval, copying the owner, general contractor ` DENOTES HELICAL PIER INSTALLED PER MANUFACTURERS DETAILS 1/4° = 1 I-0" O F and engineer. Coordinate inspections with general contractor so that special ins2- spections can be periodic rather than continuous. / AND SPECIFICATIONS CAPABLE OF SUPPORTING WORKING LOAD OF 10,000# 0 TYPICAL) Iro) 5114e41 I Ail