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HomeMy WebLinkAboutDRB18-0227_Approved Plans.pdf ii, --i-,,,,,J-7 APPROVED 5 i ,, ," TOr','''..:-, OF VAIL IM•=1•=r DESIGN REVIEW BOARD / 5 TREADS @ 16" = 6'-8" / (.0 c1J SLAB PER 0 v co DATF° )i i2i, ..."•••• #4 NOSING BAR PLAN 0 A TYPICAL 1_ a) A a) EMBED NOSE 99'-6" ....\\ _ I , • PROTECTION AS ...)-- _. • • __ 1 1"NOSING SELECTED BY , E , • . . ......... .....„. db.fr. we .6, 1...- 0 TYPICAL //- HOA TYP. \ ,\. .4.-ve.r....,e-lr.rek-itz.. ...•,••••,74.444.3••-•-e...lorgfp.- ..,,,tfiefizeort!.:,..i1g4"0",q...,41.1-0=0:•:‘,47.4:rr 1 --,, Tr -0 .....: az vi. a. 0.* .10-•+- ::-.... ap.a..• -...,,,,... x 0 .1- ' .0. 4,1,.....• •... ,„,.._-.1 1 i___ --___--T, li L _C ci (171 d r-- ...•(.4-401.4,044-.4-\F-1\\1-1-1k--741\---fi__M-77-111-=-1\_ 1 *0 C . • I I I \ 1 I CC; @.) ."-• , ,, .,ez....,..,..f,05,-- „,........,..,„—voo.:-. ...,,_ .0. - co a.miolvez.-- ii„........ ,...,..i.....- .. r...7 11 b vs #4 BARS @ 8”o.c. I S' ..... ... il „. • --., / 3,, 44.144p2.1.04'. BOTH WAYS , . 1 „. R ••,.. t i, • I ,•• ,, . ..„ 1 E SLAB PER ovn..,•-• .6:0y, •• ..-4...--s-ip:r i : z.c; 1...... CO ....,7,00seie, , lit . ; .. to • 4, PLAN ,„,.4.,41-440.11k•-i-'''' - ,7'1Algi*OrPo" in 4 4 — • iip . RI , V. 1•1144:044411fr.- Ili IIII 0096' 2" . . R1 \ \ 4,:gegfip,o,of' .' le-••••••,..1-,..••••• 1: • -, - ....• .d I IrgiNsrot-aostrii•-• i 7-- r F DETAIL F „....,.. o, -'4111111,k o -we---c-,rmr--100112.4°)—°F1 ' 40125;7425710,14Eretairti-Walp0~':-- ==-- ---T •"-I.\ ...5.t.:liolc-.1". _11/// r " ---,, _--1\1:_-__-11i---.L.u,1 i- 3/4"= 1'-0" 1 - '--r-- 1---q---\\\------\ ----II-F=1-0= \\--=--\\\_--i_-1 EDGE OF EXISTING ASPHALT -----k11- --.1 I STRUCTURAL SPECIFICATIONS ,---- 0 EXISTING GRADE ., .. . . ., , r'7.----:•-`-:--A 86-0" F) All foundation around perimeter of stnacture shall have minimum frost protection REMOVE EXISTING t :.-• of to bottom of footing. All foundation walls and coin ins to be centered on PLANTER ' I A"' 18 1.• 1...! ( concrete footings unless shon othen p rwise olns a . .•. w .1 .r -- 2) All cast in place concrete must be made with Portland cement and attain mini- • I, I' 17 ., mum compressive strength of 3000 psi after 28 days(minimum compressive .1 • 1 .s t strength of 4000 psi after 28 days for coneretc used in slabs). Design based upon 1 . 1-6- BUILDING CODE REQUIREMENTS FOR REINFORCED CONCREM(ACI EXISTING FAILED 04 318),2011. Conceete placement to conromi with"Construction Requirements-as WOOD CRIB •I• 15 i' defined in ACI 318. Field coordinate all vertical cold joints with structural eni4i- PLANTER TO BE .1' T. • 14 neeruse continuous vertical writer stop at all cold joints. All exterior laces of REPLACED WITH I I' EXISTING STAIR EXISTING BUILDING concrete walls exposed to soils to be waterproofed for exposure, Use bondinCONCRETE 3 bonding CONCRETE I. TO BE REMOVED TO REMAIN ' ' 1 agent betv.ven concrete pours. PLANTER "it DURING t CC t, 3) Reinforcing steel is AS FM Grade 40. Reinforcement placement shall conform to , 12 CONSTRUCTION, ' \-----1-' — MANUAL OF STANDARD PRACTICE,2001 a s prepared by CRSI All lap t i' t REPAIRED, ME splices to be minimum 36 bar diameters.all horizontal reinforcement to be con- r • ii REFINISHED AND si4 tinuous around corners and at wall iiiters:ections. Minimum icintoreement protec- s P. '• ..., 'L it !i REPLACED. lion- ci cl t/ J - , 10 UN .1. ...1 -concrete poured against earth 3" r 1.. .1 .1 ' ...9 W CC •! -concrete poured in forms 1 rit leii 0 0 1 -eoncrete slabs I- 71 ii 4) All lumber sit al l be Doug-Fir/.2.S4S or better,all treated lumber shall be I lein-n, i, i 8 n Lu ,12 S45 or better(all lumber within I's of finish grade or in contact W i t'n concrete EXISTING STAIR C) CC .4C must be cleated). Provide solid blocking at 8%0-on center in all diiiplinignis. All .1' EXISTING STAIR 8'-6"FINISH TO FINISH I ., 1 •. coillimis to be continuous bearing to foundation. All framing that is rotted limn I• 6 . 3'-10"FINISH TO FINISH 14 RISERS @ 7.29" et z (5 `-/-1 moisture exposure must be replaced. .... •I REPLACE EXISTING , 6 RISERS @ 7.67" 10"TREADS Lu Z 0 5) Structural steel shall be ASTM A3( or betteranchor bolts and bobs shall be tit '1 ' -5 GUARDRAIL 1'-4"TREADS (12 RISERS TO REMAIN) CC ct 0 A307 or betto-. All structural steel is to be detailedfabricated,painted and II: erected in accordance with MSC STEEL.CONSTRUCTION MANUAL,2005 . 1 1 4 — PROPOSED STAIR LU Tzt :FC I and CODE or STANDARD PRACTICE. All welding to he performed by a ecr- . 1 ( PROPOSED STAIR D , 3'-4"FINISH TO FINISH 1 N i '-8 5/8"FINISH TO FINISH : titled welder-arid conform to AISC and AWS STRUCTURAL WELDING 1 ; ... I •I- - A S2 6 RISERS @ 6.67" 41111 r-9 > 3 RISERS @ 6.88" III F- 65' " CODE,2000,all electrodes to be LI 70X'<. All Tritholt Wedge Anchors to be • l• 1.-4"TREADS 10TREADS TO MATCH installed according to manufacturer's specifications and details. I 1 -2 -., EXISTING W 0) Live loads used for design- CC •-.1 , i ' Roof SO psi st'low j L_ —,.---,.._....„-.1. — — — ----- -Floor-50 psi residential. ,.. . . , \ N. al . • . i• -Deck-100 psf. I -. 1.' 1: EXIST./PROPOSED EXISTING FAILED ' `.5*•'•Ti-lICK CONCRETE 1-- -Wind-90 mph(3 second gust).Exposure B. I I . ".• .• 1.• l...-aid,LANDING 0 WOOD CRIB WALL TO •'• .' SLA3-0N-GRADE • • . • • . - . ..- . ••• , -Earthquake-Zone C-IBC. .. . • ,. - A. . Al.. .. , • . L ...N, • '. i7; : ... 7111V 101'-2 5/8" k' C\I A EX.TOP OF DECK ABOVE 7) All construction must comply with the 2015 International Building Code aS GE REFLA'CED WITH ' •REINFORCED w/#4 .• .• . --...„..................................L.. . . . . —• - . • . . ' ' '• • ;4- fr adopted by the I own of Vail Budding Department and the"General Conditions of THICKENED EDGE OF BARS @8" o.c. BOTH . , . 5 THICK CONCRETE • . . ' 1,..? .',3, , ' IV 108'-6" 11.1 the Contract for Consu•uction"(AIA Document A20 ft All construction must be CONCRETE WAYS CENTERED w/4" si SLAB-ON-GRADE 4 5 6 7 8 9 10 11 12 13 14 15 CO completed within the tolerances described in the"Residential Construction Per- GRAVEL BENEATH . . REINFORCED w/WWF b • ' -:. . . - , ....sof • 0 fonninice Guidelines"as prepared by the NATIONAL ASSOCIATION OF 6x6/10x10 CENTERED r4- I— HOME BUILDERS. REPAIR ASPHALT AS w/4"GRAVEL / .4,4. _/C--EXISTING STAIRS _ ______ _ TO REMAIN I 0 8) All structural members are shown in their final positions properly braced and sup- REQUIRED EX,TOP OF SLAB $ BENEATH A 0 co ported,during construction it may be necessary to temporarily shore portions of -----) \ A EX.TOP OF SLAB NEW LANDING AND IV x-- the structure while other portions are being constructed. Contact the engineer for Iii 99.-6" , consultation as required. 0 EX.TOP OF DECK STAIRS WITH NEW I I-- RISER 9) General Contractor is responsible for all non-specified connections,contact engi- G TOW 100'-0" N.-- ;.:1S/L4C%::PPEER FOOT S2 ;-:',,, neer for details as required. The engineer is-to approve all sti•uctural substitutions. \ Et 1 • 10)General Coniractor is to coordinate andirtpluagm penetrations(T.c.,chimneys, - • " • . ' . '...' ' , UJ plumbing,sewers,ete,)through floors,walls,rook and foundation walls with ape .4, . , . . -.,. . •. . .. ,.. ., I 0_ propriate sub-contractors. General Contractor is responsible for the means,meth- TOF •....-_,.. .„,____ _ — , . . , • 0 ods,techniques,sequences,procedures,workmanship,seasonal scheduling and 93'-0" Z job-site safety associated with this project. The General Contractor is to verify all ) ,.._ ,e I .j • • , \ 0 PROPOSED TOP OF SLAB '•74- a, 6 / CI dimensions and elevations with the architectural drawings. Notify engineer of all --I ELIMINATE conflicts and omissions between various elements of the working drawings and SIM. " I B D the existing conditions prior to commencing with that portion or the project. . 1.- I EXISTING BUILDING B EXISTING STEP • t — — EX.TOP OF SLAB ota CO General Contractor is to inspect remodel projects and verify prior use and proper 7---- TO REMAIN Vir \F S2 P.-- disposal or existing materials(Lc.,asbestos,etc.)as required by code. Identity of ,I 100'-0" darn J all existing hidden structural members based upon visual inspection oldie corn- \.........______// pletcd building. 4 I , (---f II)Ad materials exposed to exterior and or moisture conditions shall be treated for ti Mese conditions(i.e.,chemical treatment,staining,painting, proofing,Mein- . I I REMOVE EXISTING FOUNDATION PLAN 41 II 0 II pro ,--„- branes.flashing,etc.,as required by code. All materials to he treated or TOW . , protected for fire resistance as required by code. 99'-6" : l' 3 ASPENS I 2)Helical pile design based upon I 1.2"solid square shaft piers installed with mini- I II, 0 1/4" = 11-0" NORTH DENOTES HELICAL PIER COORDINATED WITH PIER SUBCONTRACTOR AT TIME OF . t. REMOVE 04 mum working load capacity of 15,0000.each installed in accordance with mann- NkEXISTING CONSTRUCTIONCOORDINATE LOCATION OF ALL UTILITIES AND EXISTING In lL.__facturer's specifications and details. Installation to conform with-Practical li ""---....1 PLANTER -••••••/. "'• . I I p Ng FOOTINGS PRIOR TO PLACING HELICAL PIERS. EACH HELICAL PIER MUST BE Design and Inspection Guide for Helical Piles and Helical Tension ... Anchors'', CAPABLE OF SUPPORTING 15000#WORKING LOAD. 2009. Piles to be installed a minimum 4 feel into undisturbed soils. IFIELD COORDINATE CV I 4:i4die............a. [ S......... LOCATION OF END OF WALL S 1 OF 2 i , 1 ,.„ .7_ TOWN OF vi-L ,- F.DF,-',GR3N IEVIEW BOARD EXISTINGDECK ..„_10. 7.....r_1\T_I_liG FRAMING • i EXISTING DECK Er17 36 ,.• 6 N ----1 ,, Wee e n ne. 4-, , .- le —,_16-SEEZZ=4,7.7—,,,4r.... TO BE REMOVED TO BE REMOVED TO REMAIN C EXISTING DECK EXISTING SLAB EXISTING FRAMING c r E 9:_ P\ L TO BE REMOVED TO REMAIN -----' TO REMAIN . ,,,,,,....___ _____/1.9". NEW SLAB PER NEW SLAB PER I i4 N- PLAN ) PLAN 7 _ ...._--..--____ ...) W o ca'n a) co i---_-_-_--r:73E=- EXISTING FAILED 1001-0" 45 6 _ WOOD CRIB WALL TO 1 i I I 99'-6" i I , TD I BE REMOVED —•—•—•— \ _ 1 4, 99'-6" Z ! 'ti=0:4; 1 \ i : -r-e-e-e-1-61.- .— v-e-4110411,1sereplr, E -174.-Vre-V1*, • • _ _ _ ‘.I. —• 2-#5 BARS CONT. AjzOilltnr•s• .:'..rnii=f1PWA AtiligATAP.Fte.c,e --- ' .1- 1---- ,:.WillihreA. .410141-gRe sree-e1-10/0/0:...i.r.revAtt-e): nr ID TOPAND BOTTOM -' 1 11----z_7-----,11,-_--\-v\-.*--_,==1F- --74.:---W Tr-q------111.--= 10iSitele1.10020tArk *2-..:-.!' a"0:0•,,P.,,eg....01.:7a;ra: -:=1\FIIL-7:::---:1V-T7::V e"'"1:40:qh;CA:tfor-.40-Vrip -4040.417....""o-46T4TaWkift..•:, E x 0 #4 BARS @ 16"o.c. _-,71,-,ii 7\—„..-M----,4\1—L---2-------Fr ,_---a--\\F---\11_--,-A --T CD _a 0 ---- --LW-;I'? -C ci >3 ----="-Ili------01-----Iiir=1:-LITI F\ / co \-- i:---112- 117------"7,1.--- li----L= \._------ - I. •t )( \ DETAIL A A ----- ----- --- -_-.41.. li!_--:-_-\T,"=-,\ \ulr__-_-ioiz_-----,-_-' ilF__---3F---411.,142.1,,,,,1 _._...._._____________Th '1E------0\-_----ut—w "... / -71-21 -------=---\\1-----:\ :: #4 DOWELS x 3'-0" -ri_-_--1 1 F-H1 „, .0 iMMIMINftet•- A \\ ll-DTI-L. 4„ ./ I S 1 ," . -\-\-- \\\:---:--_- _,,,,,___ITF_-_\ \E_,--Iii \u,„ / ,,,, 3/4" = I-0" , @ 16"o.c, DRILLED ------° -1'1 EXISTING ill c'., -...'"'••• / I ;:t- 6'' INTO EXISTING FOUNDATION TO i II r„. R •••• `%.I. Al . q:1-110-,- 0 1 )(‘; L/ -J 0 - F-- -\ "-ciff-i# \ • iFFL\\-:-.----1\:::::\------;\.7=----\@ \#4:\:67:"12:::----.7:E.:D:Rx1L31L-E0D" REMAIN ..• i • k,- I., ..., \I, . EXISTING FAILEDAND GLUED WITH . s.. cr, • •4 NEW SLAB PER PLAN .// - 111--= .=-10-=16= --:1-a- -Noa.,7::--\:;\_I H/,----j- EPDXY WOOD CRIB WALL TO THICKENED AT WALL EXISTING FRAMING to • • BE REMOVED TO REMAIN 6" INTO EXISTING • 441 cv 1 g I • 41' i 11) AND GLUED w/ '¼I 6', ,/ 0)- !=TgivamAIA,L-:- 1. L7-3,--p44-41At\'4.40-.:„%gfaqi:\ . . ), i ,, ---77----",-----" k , I.. i.j i • 96'-2" . ----._ EPDXY .. ,t, .. — .' o N. r--/--- I 'In .--- m 1 III -- Ii __-_ I I CY-- • I :----\ \I-----J \-:----1,117-1--E / . • • -4. e 41'4 WO/00 . 7:1 \---------14\F.----\-13F-114---g\----\\ \ 1 % 1 r\ 1 ti __ _ L.: 17-_-:\0-_-:-.----- -,-7-7-11--Lir.r__,IT : Q` rt..' ,\I'l I/9-‘ / WeelOillbar -- A IF----111----::111---=11 \ AvNrez•reFois..--avirs.t.:iomkre, 1 1 ' E__-_1._\L--,,OAT.--Fil._-0 ,efilAtit-'4,4%-V-V011.10.04, .1,/\\1 - - I '-' I \\-I--.-_-11\\----F--\\L--lii-TF--\I 1 ii , -•-"f".1.-'-‘" ' --_-:"'".'' " - '',"2- .1 L----q , 1/4-N 1 , 1 1 \-----=11\--3-----1E------TE-47- 1 - ) ::-\ \-----=-131-i---'-CV1 r•I 1\\z----\1-7---J1 \\\_---E\ ',._---_-\1 r_-_m_ ..- • ii--2--\lla----\ .------L\--=---\\ Ez--_.1\-_,_-11 __ B DETAIL B I___3\\\___ fri--1 I I- ----0\--:---i-Mr----\ , 7--- #5 BARS @ 8"o.c. .,.. .--1.E\\\I-------6\\\17----;;C:\\6:1-11\-----P:72C-#416\"°\\--r----i'\D\\---17:7\WELS @ 16" --17---1I1 r- BOTH WAYS-DRILL ,, S2 INTO EXISTING o.c. DRILLED 6" 3/4" 11 1 INTO EXISTING WHERE REQUIRED 1 ' c•I I 1 \ \ AND GLUED WITH .-.4 I:. \ EXISTING STAIR TO BE EPDXY EXISTING 2-#5 BARS CONT. I IN\ REMOVED DURING AROUND PERIMETER I I i I CONSTRUCTION, FOUNDATION TO OR REMAIN dmillI REPAIRED REFINISHED AND REPLACED .4 \ I1 \ ., II. \ (71 0 , N\ EXISTING I I O o FOUNDATION TO 1 1 0..1 REMAIN 2-#5 BARS CONT. I 1 1 COORDINATE SIZE OF TOP AND BOTTOM gC .401111.11111°1; - 1 1 I OPENING IN EXISTING ,- an HELICAL PIER PER " I 1 FOUNDATION WALL .;•) 2 A 99'-6" PLAN (3 TYPICAL) I 1 AND SIZE OF COVER 7 ) 114 _„......_ } 1 I • 4D- , PLATE AND SIZE AND W ce I I I NUMBER OF TRUBOLT - a- 7--1-- -----1_--M I 1---eI IF-J-1\IIII----67111--r2-rrem, WEDGE ANCHORS INTO __I - CC 1(3-1) 0 0 D W co FOUNDATION WALL. cr < >1 = 0 CC ' lii ( 1 I 1 1 1 1 i \ ---____DEFORMED LOCATION OF EXISTING FOUNDATION WALL PRIOR TO POSSIBLE STAIGHTENING = ,CN 7.; EN r- EXISTING SLAB TO REMAIN el MI-EL:III- r\;\:1___,::::__1\1____1:1=7„:\\- 1.\__\\\__,\ _\:_____16\\1\6_,\\\I----_1:_11 „\\--0_i__16011=_\t ji, 96S,-27 PER PLAN OR 7 ASPHALT @ G/S2 SIM. litlitilitorry; IA )stIr.,j . 1-\\\31\\--CF--\71114,,kii--iii_1-3 ,/,_ 7-:\_\L---:\--2-----11::11 -1\Lit.:Fil --;;;L:\------7 i, .__} #4 BARS @ 16"o.c. CI z ° 9 w o cc .zz o 11.1 I' _ N i c`i * 0 w 1-- ul Iii CC -----oF-10,,,\ REMOVE SOIL FROM I II7--111-1------31 --L •....4„ i ON- Ca 4 86'-6" ) .-:-..41F- #5 BARS @ 16"o.c. c\I BENING WALL TO 1 w RELIEVE PRESSURE I 1 x ON WALL, STRAIGHTEN I I L11---0\-iir 1 7-q-_-__-111---------i =-1117---T--1-1-1-1-r-11` OP,..for..er,eripiil CO 0-..1-4 ....02,,,.,1! ---7-74\-11-r-T11\-t-7-_,\ILL-P1-11A--4,31:11-si . a :: 1":)IA. PERIMETER '1.01,1trel...2-glito, 0 IF POSSIBLE, INSTALL I 11- 111F-_1117----&--, 1-111-M7--- — HELICAL PIERS AND I 4-_-=_1\c----1111-_--._11 \--z--_-_:1117---111-:1-11--1: ,....___.-.1 171=-.7_1 I I- 1---111,--41--L_ DRAIN w/GRAVEL- STABILIZE IN NEW "a:31117=1k= 11,-5117:-_-_-0_-1=I--TTL--_-_1 0 '11-111_--7-111.--u1 • DRAIN TO DAYLIGHT 0 POSITION 1:17(1,i\a----__:6\L\\\\1:0:111,I:--Irtn1_iirt---:wrw;6\6\iTtli;Fc: -------.11\511=---&----u-l- --1 \:,--\\ 11,- #5 DOWELS @ 16"-Th---111----=-Al\---=9 m:7_411- o.c. -1-'1\177----111.- .7.-,;111'. (0 .-- I 4-511E1117.-- -'1-----111E-----1117.---111 2'-6" I 7\3__:::-\77:___I -r.---=1IIII-------- 1 FOP 1 o" P4m. #5 BARS @ I- _ 16"o.c. .R...,,,, ,..,. .....,,, . r-c\ DETAIL C .... .,. ..r. -4. !;•••• .40;:lj . a. i ....t.........,... C\I I N (.9 I 1 S2 ____ //19 . ' • Z i 3/4"= I-0" 5-#5 BARS o - i ! 0 .- CONT. — • 1 ‘ • -J i 1 \ \ 5 _ / 6'' /- 8" / -1-4" / _ \ . i / 21-6" /- T a IIII 11 N ir Es2) DETAIL G IF E DETAIL E D DETAIL D 3/4" = 11-0" I NI _ 3/4" = 1-0" S2 I., 3/4" = 1 -0" S2 OF 2 r c-C r_ -___ COLOR GROUP: SubtleCOLOR GROUP: Standard Colors for Concrete t �-� Davis Colors' mix into any concrete, transforming it into a new toppings, stains or coatings and requires design feature for building and paving projects or to enhance less labor. There are bold and intense appearance around the home.Davis Colors'are strong, durable and premium colors, standard colors that make last as long as the concrete. Installation is cleaner and easier than an attractive upgrade for any project, and This pdf color card is just for ideas.If you choose a color by viewing this on your PC or from a printout of the pdf file,your colored concrete may be a big surprise.Please make your selection from our printed color-earl,-hard samples or job site test. SANDSTONE CANYON SANTA FE MOCHA RUSTIC BROWN 0.75 LB 523 0.5 LB 160 0.75 LB 1117 1 LB 6058 2 LBS 6056 PEBBLE DUNE OUTBACK SEQUOIA SAND YOSEMITE BROWN 0.5 LB 641 0.5 LB 6058 0.5 LB 677 1 LB 641 2 LBS 641 Color name, I number and I dose-rate to ; ' ,41.444 mix with each 94/b, sack }s�, }�,P� of cement. Dry dose rates shown, liquid dose rates higher) SILVERSMOKE LIGHT GRAY OMAHA TAN HARVEST GOLD 0.25 LB 8084*or 1.25 LBS 860 0.5 LB 8084*or 2.5 LBS 860 1 LB 5084 2 LBS 5084 -41Concsete Base Color The natural base color of concrete finishing and curing method determines final color. This card simulates lab samples made with a light broom finish from Type ll gray cement,sand and water at 0.56 water/cement ratio for a 4" slump(see uncolored reference • at left).Different cements,sand, _ rock,mixing and job-site condi- lions and contractor technique can alter color from this card. Concrete is produced from natural DARK GRAY BAYOU COCOA materials. Surface variation 1 LB 8084*or 5 LBS 860 1 LB 6130 3/3J is 2 LBS 6130 common to uncolored concrete *Caution:8084 is not compatible with air-entraining admixtures. See back page for more information. can impact colored concrete. P 9 P 9 ,245-- , J & ;408'2z g3) 63D-7 McNeill Property Management, Inc. 2077 N. Frontage Road Suite b Vail, CO 81657 Phone 970-479-6047 dan@mcneillinc.com "The Community Association Management Specialists" May 1, 2018 To whom it may concern, This letter is to acknowledge Board approval at The Wren House for a breezeway and planter box remodel with the following conditions: 1. Construction shall be in accordance with the submitted application and follow Town of Vail requirements. 2. Concrete at Breezeway to match existing concrete finish. 3. All construction debris to be cleaned up on a daily basis. 4. HOA will be responsible for all costs associated with the project. 5. The builder and any sub-contractors agree that they have no financial or legal recourse against the HOA, for any reason what so ever. 6. Construction activity be performed Monday - Friday 8 am to 5pm and no work on Holidays. 7. Contact Bob Oppenheimer with any questions and for final project sign off at 970-376-5789. Sincerely, 54) Dan McNeill APPROVED BY THE Managing Agent TOWN OF VAIL DESIGN REVIEW BOARD DATE: 5 3 P _NNER: j /1-: — 17, /— ' -1-'---- fl ,'i _ ,ri I' ; f 1 !ii :', ' , __:_.,, f,f1 -. ' _ 'At- .,' 1- , , (' r jaa I O. -. .M, 1"...n...-. F1. . • '41 - ,clfiva-.1.�r1• _.^ _.... 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