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HomeMy WebLinkAboutB18-0063 approved plans.pdf — — _: '4® van RECEIVED OffICE Py MAK 14 2018 6 o Town of Vail 1'-1" tIss 0 2"IIMI 2" 05 BASE PLATE 1/2"x 4"x 1'-1" m w/2-5/8"DIA.x 4"EPDXY y2"41 41 2" E " ANCHORS INTO EXISTING I /2" /2�� G t. N 2x4 @ 16"O.C. FOOTING I 1/4" V 1/4" N 8 CHIMNEY FRAMING 2" a 8 co 4" ANCHOR PLATE 1/2"x _ ° EXISTING 2x6 @ 2x10 @ 16"o.c. I . cal n TS 5x2x1/4 12"x V-1"w/6-5/8"DIA. • 16"o.c.TO REMAIN COLUMN PER T.WA.'S or 4-5/8"DIA. iv EXISTING 2x10 @ PLAN T.WA.'S @ D SIM. II Iy 4414 1 16"o.c.TO REMAIN V-1" 3{ ''or C 12x30 or Of•"I• ,,,,y 4 3/8" MC 10x41.1 X1', a / 21'-0" .1 .10t1 irl dalt / 1 \ BASE PLATE 1 DETAIL D �I g 2 TYPICAL 3/4"=1'-0" D _`a. .�F0 s 'IIII, I �� i 1E741 V S 1 3/4"=1.-0„ r 1 FLITCH PLATE BEAM `�liii'iiiii. 4 PER SECTION A/S3 Iih17,:,,.._-..4 I I I N Town of Vail I IREVIEWED FOR CODE t- to COMPLIANCE I ll I F Date:_ /5' ' . Ic4 \ B6I, 1 2x4 @ 16"o.c.FRAMED Y' t 1'-7811 ISLAND SOFFIT w/1/2" Code° tC e Q PLYWOOD I 11 o PROPOSED DAVINCI ISLAND I \ F i° 60"x 30"CUSTOM GAS I 7 \ — \\ I, \I FIREPLACE BY OTHERS NEW FOOTING PAC Q BARx EACH A 3-f 5 \ 0 0C o EXISTING \ BARS EACH WAY \ \ EXISTING MASONRY I I I I MECHANICAL c-a'' E 0 J FIREPLACE TO BE I 2x4 @ 16"o.c.FRAMED REMAINEQUIPM TO .1 \ W W Q REMOVED I I I I I M7.''3';'' Y�pJ W F f, :it w/1/2" I ` - I� Q11 PLYWOOD 1 Ca EXISTING 4 SIM. 6-3/4"DIA-x4"T.WA.'S 10-1/2. f 5 _ c. CONCRETE HEARTH I I I I e@ 24"o.c.STAGGERED 7 SLAB TO REMAIN /T /I� 0 F- L ///! , / 1 12'"4" !`t 1. I I O�yS+'ti^b ® O1 ��yiry+°\b 1-0" /I/ / jr —�_ I_�_ C 12 x 30 or MC 10 x 41.1 - CONTINUOUS I \ O 10'-9' _ _______ L EXISTING FRAMING \ Cr ETOX REMAIN \ \ lit \ \ ( EXISTING \ EXISTING FOUNDATION EXISTING 2x10 FLOOR ' FOUNDATION \ \ TO REMAIN IIIJOISTS TO REMAIN - WALLS TO REMAIN \ \ CRAWLSPACE o ON EXISTING 2-2x10 _ \ \ } LEDGER TO REMAIN \ \ Q PER PLAN WO H 112" \ 11 PLAN w/ /12x30 or MC 10x41.1 "DIA.x 4' BASE PLATE \ W PER STAGGERED TOP AND T.W.A'S @ 24"o.c. /4:= a) \ Q(.1 Y Y BOTTOM \ \ ` / 1/4"V0 rt \ ' III IIII Ilq III I�III�I�► 4 -gid ►�=L►►at FOUNDATION PLAN Ico T. n► 1/4"=1'-0" IIII IIIIODiI SECTION B NORTH V ' ® 3/4"=1'-0" S1 OF 4 60 I U C 7 cit a 0 O pm ret N U) E era° .E "on.° 0) a°- ..0 STRUCTURAL SPECIFICATIONS kii'1 .� ••-...,��NIJ r0 q J. 1)Foundation design based upon assumed maximum soils boring capacity of 2000 t N1psfto beerified atlim of excavation Vl footings are lobes"upon natural gundisturbed soil.Soils engt eer to inspect basotnent areas for radon gas.Install INj•O sradon gas ystem Mnoath concrete slabs when required by the soils engineer. 1Submit copy ofreport to enginecr. .il !�. '--.WA . st.. 2)All foundation around perimeter of structure shall have minimum frost protection �� js of 48'to bottom of footing:All foundation walls and columns to be centered on concrete footings unless shown otherwise on plans. 3) All cast in place concrete must be made with Portland cement and attain minimum compressive strength of 3000 psi after 28 days(minimum compressive strength of 4000 psi atter 28 days for concrete used in slobs).Design based spots BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACI 318).1999.Concrete placement to conform teeth"Construction Regalronrnts'as defined in ACI 318.All concrtle slabs on grade must be provided control(scored or cut)in accordance with soils report.All exposed edges of concrete shall have 15''chamfer.Concrete work shall not have any horizontal cold joints unless authorized by the engineer.Field coordinate all vertical cold joints with strodural engineer,assn continuous vertical muter slop at all cold joints in foundation walls. 4)Reinforcing steel is ASTinI Grade 40.All welded wire fabric must conform to ASTM A 185.-Reinforcement placement shall cunfoms to MANUAL OF STANDARD PRACTICE,2001 as prepared by CRSI.All lap splices lobe minimum36 bar diameters,all horizontal reinforcement to be continuous around comers and at wall Intersections.Minimum reinforcement protection- -concrete poured is forst earth 3" -concrete poured forms 2" 4111 Q -concrete slobs P 5)All lumber shall be Dobg-Pirif2 S4S or bitto,all wolmanbcd lumber shall he I- lhim-Flt X21145 or better(S11 lumber within 18"of finish grade must be wolnonized).All timbers are Doug-fiir#1 orbettcruits moisture content 8%or �J • lower-Provide solid blocking m 8'-0"on center in all diaphragms.All columns fi to be continuous bearing to foundation. - a 6)Structural steel shall he ASTM A36 or hems,anchor bolts and bolts shall be A307 or better All strode'cel sled Is to be detailed,fabricated,pain ted and O ■ crease]crein accordance with AISC STEEL CONSTRUCTION MANUAL,2005 CC and CODE OF STANDARD PRACTICE.All welding to be performed by a }l- and certified welder and conform to AISC and AWS STRUCTURAL WELDING OJ CODE,2000.all electrodes to be EE-70XX. a J O 7)Vcrsalams(2.0H)art u manufactured by IIOISE CASCADE CORPORATION; `19' \,5x5x5116 x 0'-9'w12.314'DIA.M.B. W W W Q see shop drawings and manufaduren standard details.All built-up Versalam "' THRU LVL BEAM AND 4-SIB'DIA.x 4" 1 bean must be glued with PL400 and nailed with 2 men or I 6 spikes(t.9"DC. TRUBOLT WEDGE ANCHORS INTO CC Z Q 2-LVL 1 314 x 9 1/2 CONTINUOUS Vcrwlnms deeper than 11 7B"nun be bend together with 2 rows of 5,8" L J FOUNDATION(TYPICAL BOTH ENDS mtM J diameter bolts spaced @ 48"oc staggered.Metal kinking required of r..0"oc r — a 7 OF BEAM) /W, W W O in all diaphragms.All alternates to be reviewed and approved by the cagiueer. EXISTING 2 x 10 @ 16'o.c. TO REMAIN V tr O 8)Sheath floors with%"T and G plywood with minimum span rating of 40120 or _ better and glue with PL400.Nail plywood whh lad @ 6"oc to all joists,field • j J coordnalc screw option. EDGE OF EXISTING HEAR SLAB TO Lr 9) Live lords used for design- REMAIN-COORDINATE TR MMING -I D -Roof-80 psf snow. EXISTING HEARTH WITH O ER CL J FW- 1'-7' TOP OF PLYWOOD 0 = -Floor-40 psCresidential. �j -Deck-100psflive.. .",t T 10,-9' ,rte -Wind-90 mph(3 second gust),Exposure B. .5-z,.6 I --/e) /// `$ e CC / 2i I0)All construction must comply C• with the 20IS International Buildsn Code tis A@,F EXIS\rff. 1 }r. •- J� AINrl y PCO i_i V -Earth4 sr S 12:TxY0 L�Of3ER- 7 -y� EXISTING 3-2x10 Tt \E+fAIN / 0 adopted by the Town of Vail Building Depann ant and the"Catered Conditions of J '. • — — \\ LL the Contract for Construction.(AIA Decoment A201).All construction mal be � \ �- completod within the tolerances described in the"Residential Construction EXISTING FIREPLACE �h�r Performance God Inas"as prepared by the NATIONAL ASSOCIATION OF FOUNDATION AND CAP • 1� t jf \ I V !TOME BUILDERS SLAB TO REMAIN I I)CntsWct walls as follows- //4:.7/y 4 - ' -Exterior 2s6 @ 16 oe(top las 12'-0"tall), ` / /A i EXISTING FOUNDATION -2x6 @ 12oc(12%0"up to!4'..0"CII), G WALLS TO REMAIN -Inlenor•2x67�16'oc,urticas holed otherwise. EXISTING MASONRY ' 12)All beams,joists.and rafters are to bear t on walls or beams,or be hungFIREPLACE TO BE j with REMOVED O EXISTING 2 x 10 @ 16'o.c. TO� REMAIN SIMPSON Strong-Tic hangers or approve equals 13)AS structural members are shown in their final positions properly brood and swooned;during consruction is maybe necessary to temporarily shore pensions 2x4©16'o.c. of the structure while other portions are being constructed.Contact the engineer PORTION OF EXISTING FRAMED ISLAND ON N HEARTH SLAB TO BE for consultation as required REMOVED EXISTING CONCRETE 14)General Contractor is responsible for all non-specified connections,contact HEARTH TO REMAIN. CV engineer for details as requited.The engineer is to approve all Structural substitutions.Cont EXISTING FOUNDATIONCC 15)Gcncral Contractor is to coordinate ll diaphragm penetrations(i.e.,chimneys, h TOP OF PLYWOOD Q plumbing,sewers,eta)through floors,tells,roofs and foundation walls with WALLS TO REMAIN li V 12,4' appropriate subcontractors.General Contractor is responsible for the means, CC methods,techniques,segttmca,procedures,workmanship,seasonal scheduling and job-site safety associated with this projeN.The General Contractor is to EXISTING BEAM\ TO REMAIN m W berify all dimensions and elevations with the architectural drawings.Notify - L.L engineer of all conllit-ts and omissions between rations elements of theworkingCC) drawings and the existing conditions prior to commencing with that portion of the EXISTING 2 x 10 @ 16"a.c. (;2 TO REMAIN project. 16)All materials exposed to exterior and or moisture conditions shall be heated for these conditinns(i.e.,chemical treatment,staining,painting,dompmoftng lir III III IIII membranes,flashing,etc.)as required by code.All materials to be treated for Cur II 1111111 resistance us required by code. MAIN LEVEL FRAMING PLAN •LIVING ROOM FLOOR DESIGNED TO ACCOMMODATE 1 1/2' 1/4n=1 r_0" I1II 11011111111111 CONCRETE TOPPING. S2 OF 4 U C O <s u rnm a) a) ^7 i E 00 a) a o -C O.. it r' s'tJ ' EXISTING 3/4"PLYWOOD EXISTING 2x6 @ TO REMAIN 16"o.c.TO REMAIN EXISTING 2x10 JOISTS PER PLAN HUNG FROM 5/8"DIA.M.B.@ 24"o.c. NEW BEAM STAGGERED TOP AND BOTTOM Ii I�L�;; 9�j■ �I e a TYPICAL" " U210 IP 1 1111, _ i 2-LVL1314x14PLUS �4 Q ��/ a - �������,.,.'=�• FLITCH PLATE PER di. a N ■;:;;,,:,� PLAN • PO ' Q ^•C � Q O O 2"THICKNESS MAY BE WHOLE OR BUILT-UP PLATES ADDING W Z o Q LI 0¢ UP TO TOTAL THICKNESS ■ 0 P N WWWW A DETAIL A -2x4 @ 16"o.c.FRAMED ISLAND V �� O SOFFIT SUSPENDED FROM UPPER TYPICAL iLEVEL FRAMING. - S3 1 1/2"=1'0" -ALL MEMBERS TO BE SCREWED w ' Q ] TOGETHER -SHEATH WITH 1/2"PLYWOOD e 1i F- GLUEDAND SCREWED 6 6 W O S -SEE MANUFACTURERS DETAILS 6--'? 6. M1 /� AND SPECIFICATIONS. CC V 2-LVL 1 314x 14 PLUS FLITCH PLATE 2"x14'CANT. II 0 x 10 NEW 2x10 @ 6'o.c.PROVIDE CHASE A:REQUIRED FOR NEW GAS 2.2x10 APPLIANCESPECIFICPER MANUFACTURERS EXISTING MASONRY ATIONS FIREPLACE TO BE REMOVED N c. EXISTING 2 x 10 @ 16"o.c. TO REMAIN © of ATOP OF PLYWOOD 0 21'-4" N WALL LEGEND GQ ckQ. ce EXISTING WALLS 4f6AQt cc 03 TO REMAIN EXISTING BEAM TO 4:- REMAIN W WALLS TO BE REMOVED LLI LL x- EXISTING 2 x 10 @ 16'o.c. O TO REMAIN ��� IIII ILII III I°I1111II 1/4"=1'-0" UPPER LEVEL FRAMING PLAN III Iwo; S3 OF 4 C N r -1 EXISTING CHIMNEY TO BE REMOVED. 0 0 'o 0 mm I INFILL OF FRAMING PER PLAN APPROXIMATE i INTAKE LOCATION I 0) IN SOUTH WALL `SII/ 7 CONTRACTOR AND QUALIFIED FIREPLACE 1 O- INSTALLER TO FIELD COORDINATE 0 IINSTALLATION OF WALL MOUNTED EXHAUST 0 AND AIR INTAKE FROM ATTIC FOR PROPOSED DAVINCI CUSTOM GAS APPLIANCE FIREPLACE 'E o a PER MANUFACTURES REQUIRED CLEARANCES, G EXISTING 2x12(41 16" DETAILS AND SPECIFICATIONS AT TIME OF (i) •_- o.c.TO REMAIN \ 1 CONSTRUCTION 11 d APPROXIMATE �_.[ �_ EXISTING ATTIC EXHAUST LOCATION ,>• IN WEST WALL 'll. �R"•"•e, ✓/ AREA TO/REMAIN it' i X11, i I--- / EXISTING 206(dJ 16'o.c. i r. r/ TO REMAIN _ u�i J N ,gl, J • I e I Ill b ' ".-4`' .1 � eA EXISTING BEAM =�� �; TO REMAIN / 2x4 @ 16"o.c. EXISTING 2x12 0 16"o.c. EXISTING / TEMPORARY TO REMAIN BATHROOM WALL SHORING WALL AND CEILING FRAMING BEYOND 206 Q.i6"o.c.TEMPORARY SHORING WALL EXISTING 2x10 16TO REMAIN 21,-4" NEW FLITCH PLATE BEAM i� PER PLAN II _ _ ill MASONRY FIREPLACE AND CHIMNEY TO BE REMOVED EXISTING BEAM TO i• .•.i AND REPLACED WITH 4 REMAIN EIFRAMED CHIMNEY PER I 1 CODE TO ATTIC ABOVE im L- :- ' _ _i._- •,... r.L�ip.pn.ln.IP SHOING WALL =1 FIREPLACE LOCATION P \c9 vl�i! 1111S��4e� /ti M Q —11 ti EXISTING 2010®16"0.c. 4) 3,0 6FR 12-0 ' V//2l L.! I TO REMAIN /C'9! \r0 O Q 1 U I \ • w � o L j _ • _ 10,_9•As W o NEW C 12030 or MC 10041.1 EDGE OF W Q PER PLAN III EXISTING 2 x 12 @ 16"o.c. FLAT TO REMAIN - F- O 1-�1 „- �f LOWER ROOF hi mi (n -I IIlpll?II- I 6110:11.1.1 o • EXISTING CONCRETE NEW 2-LVL 1 3/4 x 9 1/2 PER 11j1=1'� EXISTING 3-2x12 EXISTING 8”MASONRY v 12 - -II- FOUNDATION BEYOND IPLAN-INSTALL PRIOR TO LEDGER IN WALL CHIMNEY AND FLUE • E Lu - Val TO REMAIN I�ll�"I TEMPORARY SHORING TO REMAIN TO BE REMOVED ▪ j u-11 � 1----1 I EDGE OF ROOF--) IIS' 'lll ili'� III�11rI 71 11-_ II I' II 11-11 11 II 0 ,I'll 11= I I.II„'II-11”11 olv—IR„111,111,011�11 11 11.11 O 11.1L��= = 011=1�'-�_IPI1- EXISTING RIM TO REMAIN 1 II Er V BUILDING SECTION C L �� \ _ ,/ \ � EXISTING HEADER O 'f �� FILL1.N2 OPENI G TO REMAIN TYPICAL \\\\ 41 x " EXISTING 2 x 12 16"o.c. O SLOPING TO REt:1;,IN Nx ''42 y \ N N N N c0 0' Z 2 y, IA N WALL LEGEND \ o�J��Q. >- EXISTING WALLS \ ��4 � CC - TO REMAIN ,�O m EXISTING GL 61/6 x 13 1 TO REMAIN IyJ WALLS TO BE REMOVED \ WALLS TO BE ADDED EXISTING 2 x 12 @ 24"o.c. O SLOPING TO REMAIN \ I-1 III IIII IIII III 1111111 ROOF AND LOWER ROOF FRAMING PLAN I I 1/4"=1'-0" 111011Ill �IIUIIIII 1 S4 OF 4 1 I