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HomeMy WebLinkAboutDRB17-0161 Final Approved Plans.pdf Villa Cortina Condominium Association P.O.Box 1012 *Vail, Co. 81658 • To: Town of Vail, The Villa Cortina Board of Directors has looked at the revised plans dated 1/4/17 for HOA approval, by Isom &Asoociates,which add an extra 116 square feet. They have been found to conform to the Association guidelines, and the Board hereby authorizes the renovation work. If you have any questions,please feel free to contact Paul Breitenwischer,the building manager at 970-390-4550. TOM Or VAL DESIGN REVIEW STAFF APP i\Aa Board of Directors ,4 c"` 5131 wk- , c. Managing Agent Avanti Inc. P.O. Box 2631 * Vail, CO 81658 * 970-479-9360 (0 .-- , 12-6 1 -7 - o r ( lSOM & ASSOCIATES /7:-= , Architecture Land Planning Project Management May 1, 2017 Town-of Vail Department of Community Development 75 South Frontage Road Vail, CO 81657 RE: Villa Cortina Unit#350, 22 W. Meadow Drive, Vail, Colorado. Building Permit#1317-0020 Dear Community Development: The owner of Villa Cortina Unit#350, Ponch Inc.-Trio Inc. c/o Patricio Rivera Torres Burilla, would like to add additional square footage to the loft area as approved in Building Permit#1317- 0020. B17- 0020. The original square footage was 758 square feet and the new is 874 square feet for an additional 116 square feet. As shown on the floor plan,the additional-area is achieved-by building over the entrance area to the unit and the existing closet/ski storage area at the entrance. Let us know what fees would be payable for this modification. Please contact this office if you have any questions. Sincerely yairs, iii Stephen:som ?-> ' �1CaN P��d CC: Patricio Burilla � Wayne Haskins, Wayne Haskins Construction, Inc. 5-Z- K i_i/Town o. Vaii 0301 iiiii P.O. Box 9 214 Capitol Street, Eagle, Colorado 81631 970-328-2388 F: 970-328-6266 01111i ,41 01111k a A3 A3 Nil NI1 P . I. I..... 1 , , , .1 ilmill1P1111.11111119M I MAR I' . .1 ............. amammi671 1 II I III LIVING AND DINING AREA BELOW II N 11 IS 2 • I I ,,,,,,,-----3I - 1-0_D DOORS # 6 # 5 # 4 # 3 # 2 # I I H STOR. STOR. STOR. STOR, STOR. STOR HG - WA __ 1 1 1 OPEN NOT TOBELOw 36" HIGH WALL it W/ WOOD CAD ---3 : ! : PURPOSES C, 1 10÷6s6'' 1 10÷6s,P- i Cp i IC,' 1 iv®! .... •Pimosommoi REMOVABLE 36" HIGH WALL PANEL BELOW r--1 : I I N:4 IV -'1 OPP/ N.7 NII i V 0 SEE DETAIL I I I I I . Al 2'6x6'8 11 „, I 1 I I mempsommip ..........., I-- 1 1 /2' DIA. BOL-S I 0 11 _up, , CARPET NV/ 'TV I I I I I 0 EURO GLASS 874 iS.ri. 1 I I I Ii H r----.1 I WOOD SID \ G :I I I r-, va I V - - — \ d' mp = N 2'4x6'8 II a) 0 TV. ROOM 'c-1 141,11rli al ! 0 lt< DO Ir.4 2_.i >- STUDY 0 Hi II II iii OVER 2xL STDS CARPET \....J 1 1 1 TILE (f) CARPET 0 .7-42" WAL 101910110 L 2.6x68 STORAGE 7 0 FUR-OU WALL i 1/2' PAV---L -_-__LVATIO\ lo AND 5/8' DRYWALL BENCH 0 0 I I Ildillr A „ I 3 1/2" 3 1/2" 3 1/2" 3'-8 5/8" 3'-8 3/8" 1O'-4 5/8" JDP .---R LEVEL DLA \ ci\'' --I SCAL 1 /L" = 1 ' 0" Ai ,4m 11( A3 A A3 BALCO\ Y REPLACE GLAZING DESIGN A' Nil R-VALUE .29 ARe/1/ STAFF ppRov- . AL I a „ I 36"GAS \ ip) . 1 . nommonammomm f""""P'IMIII , . I EW 42"G A a , ,. i , , 411211:421,2111/Mial jv ' 147 I NEW SHADE Ilk M c) -4, NEW SHADE NEW SHADE NEW SHAD''\ENNNEW SHADE -- ----____ REPLACE sTCNE / STONE HEARTH ON FLOOR-7' TV. ABOVE 8' OF NEW STONE NEW WOOD COVERS AT - EXISTING RADIATORS TV. ABOVE MASTER BEDROOM 3EDROOM #2 BEDROOM #13 LIVING AND DINING AREA5Ecr ,).01\ I z Z41 CARPE1T CARPET CARPET WOOD FLOOR WALL HUNG CABINETS NN i _ sfilupt F. . el-6-- -- 96%5E.-b .5 40,1-Szc:-7 Tre:) FUR-OUT WALL 1 1/2" - , ,,,,,,, WITH 3/4" PLYWOOD AND . 0. . -- 4......) 1,,...... - 5/8" DRYWALL j/7EW HEADER co co"--IVER CLOSET ___ 8( 0x6'8 Li) 6 \ NEW HEADEN OVER CLOSET 1.1.i . 42 BAR N.,,, Nthq OVERHEAD BEAM 0 1 / &I DROP CEILING I TV. ABOVE I OVERHEAD MOII-ORIZED 1, 4INSCOT TO MATCH SHELVES & GLASSES- I SHADE I CA: NETS WINE COOLER froxn • .+A .... k.. 1 LEC. PANEL I 42' BAR IGHT DROPPED CEILING ABOVE ---- -- — c, q.._.....,..... .._,=:k\\_..ss 0 0 6475s LIN. fa ®! 1 ..4- c., 0 . b 1 TILE I i I I I DW r, (-) , . , ..- ) , I _........, CLOSET M. BATH TILE I 3AT- 2 BATH 3 TILE n [io TILE 4"-D" / ' W plir NEW VENT INTO EXISTING VENT KITCHEN a 9' cz ipp40 (5) I 0 1 &ht.. - To NEW KITCHEN CABINETS 1 1 -j,„- 1 I AND APPLIANCES ../..- .71 sti/ 1 .'" • wALL -www / :441* _...-- m 2'4x6'8 I I 4:4 1 I I) ...\. JOB NO. I NOTE: ALL BATHROOMS NEIW 6' DIA. "SLATER" ZNEW 350 NOTE: PROVIDE SPINKLER c REVISIONS **N\ c VILLA CORTINA UNIT - 350 \. d NOTE: TO RECEIVE NEW wioo/FoRGED IRON CFM HOOD SYSTEM PER TOWN OF VAIL A 3/15/1 6 K 15179 , FIXTURES AND TILE SP RAL STAIR REQUIREMENTS A 4/11 /16 022 W. MEADOW DRIVE, VAIL , CO. DATE I A /4/17 \,.... 2/1 8/1 1 FLOOR PLANS i i A 2/23/17 ® VAI \ V-__L 'LAN A 4/4/1 7 - llt f SHEET A ISOM & ASSOCIATES = 1 — A2 5 5) SCALT--- 1 /L" 0 DRAWN BY - P.O. Box 9 Eagle, Colorado 81631 (970) 328-2388 FAX 328-6266 Dreston f \,... ) \,,,, of } DESIGN CRITERIA: VILLA CORTINA 350 REMODEL JOB #: 1603-01 Floor Live Load 40 psf Floor Dead Load 15 psf Wind (3 Second Gust) EXEMPT* Seismic Design Category EXEMPT* IBC/IRC Edition 2015 600T200-97 FASTEN TO JOISTS *Exemption per IEBC 402.3 & 402.4 w/ #10 SCREWS TOP & BOT. & FASTEN TO WALL w/ SPECIAL INSPECTIONS: Y4"0x2Y4" TAPCON SCREWS © 16" 2" 2" a. Periodic inspection of steel construction elements shall include material verification in O.C. (STAGGERED), TYP. accordance with these drawings, snug-tight bolted joints, Y4" and smaller welds, and anchors 100'-0 ‘ `N c °' installed in hardened concrete. 0 _ T.O. PLYWD. - \-- - 5/a"� THRU-BOLT __`t rn �' RESIDENTIAL LIGHT GAUGE STEEL FRAMING: • w 1� -- U p rn� / Y4" SIDE its AND z ^o a. Metal studs and joists shall be of the type, size, gauge and spacing indicated on the drawings, / o, with minimum section properties as specified. JOISTS PER PLAN 3/8 BOT. h' I b. All 18-gauge and lighter structural studs and joists shall be formed from steel that conforms I- to the requirements of ASTM 570-79 or ASTM A-446-C with a 33,000 psi minimum yield s 32" Z c stress. /s �x3 EXP. ANCH.'s © O.C. Q ,� a u. L c. Contractor shall provide bridging and blocking as required for stability and stiffness of the I- N final wall or floor/roof assembly. Y4" V c d. Structural studs and joists shall be coated with red zinc oxide paint, or shall be galvanized. (I) •�, e. All field-welded joints or ground areas shall be touched up with a similar rust-inhibitive z c material. • f. Top and bottom plates shall be 18-gauge steel or thicker. Track sections placed on concrete EXSTG. CONC. WALL PIPE 1"0 STD (1.32" U walls or slabs shall have a moisture barrier and sealer between concrete and steel, and have a O.D.) CENTERED ON 2 i leveling bed of �/" minimum non-shrink, non-metallic type grout beneath. Grout shall have aIII SCALE: 3/4" = 1'-0" BOX BM. E0'c' xo 0 minimum compressive strength of 2500 psi. SIMPSON L50, TYP. EX ° m v g. Except as noted otherwise, minimum attachment shall be provided as specified in the Fastening Schedule" on the drawings. IC a600T150-97 TOP &h. Framing Notes; BOT. is � I3. Floor Construction: •A. Provide 3/4" thick fire-rated plywood at 24" o.c., tongue and groove, exposure 1. JOISTS NOT SHOWN _,� _ r �. `,Glue and screw anels to all su orts. Install sheathin with lon dimension FOR CLARITY (2)-600S162-68 `� `o' `�f(t j'P PP 9 g `*� �� ooP, .�perpendicular to joists and end joints staggered. 3 „ , :If. e!'• >S' �(RB. Provide bridging between floor joists according to the following schedule. Bridging /8x5' x0 -5 BRG. \ Amaterial shall match the floor joist material. #10x%s © 12 O.C., TYP. WELDED TO END OF PIPE 6 BOX BM. PER PLAN e r � ,i gam% t. SPAN NUMBER OF ROWS OF BRIDGING0 `r °°0 0°�� SCALE: 3/4” = 1'-0' SCALE: 3j4„ = 1 -0 ' ���°°.... Up to 14' 1 row at mid-span %.„„,,,, a. 14' to 20' 2 rows at 1/3 points of span 20' to 26' 3 rows at 1/4 points of span 04/28/2017 C. Provide a double joist below non-bearing partitions that are parallel to the joists. STRUCTURAL STEEL: 7- ----------FT--h 74--1--------7-----------r---:1 a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. ;I ! ' ! ! '' II �, b. Structural steel, including plates and angles, shall be ASTM A36. Round or rectangular HSS 11 i i I II 1 , shapes shall be ASTM A500 grade B. 0 it i 1 ! ! 11: I `� c. All bolts used in steel framing shall conform to ASTM Specification A325. j Ii Ll J -Ei I ` - -r aLI '--- ----1- f--, - J d. Expansion bolts shall be wedge type "Hilti" or "Rawl" or 'Simpson'', or approved equivalent with i 1 r - I ! ! ( I I l I ! 1 I I I } ? ! ! 1 the following minimum embedments: • 1. Y"0 2Y" I1 1 I 1 i ! ! 1 5�„0 3,, ! ! ! 1 ! ! ! I ! 0 2 $ 3. 3/4„0 4„ t : e. All welding shall be done by an AWS qualified welder. Welds not specifically indicated shall be 346” fillet welds across the full length of the joint. ! ! ! ! I I 1 ► ! ! ! i ! ! ! f. Delay painting within 3” of field welds until welds are completed. 1 ! ! !, ! I ! ! ! I ! ; € ? iI EHA GENERAL REQUIREMENTS: I ! ! } } } i I 1 ! ! 1 i I a. Structural erection and bracing: The structural drawings illustrate the completed structure i Z with all elements in their final positions, properly supported and braced. The contractor, in r } } ! I I i 1 ! ! ! ! i ! ! 1 © __,�I the proper sequence, shall provide shoring and bracing as may be required during construction ! ! 1 ! 1 i I ! I _ ! ; 1 i � to achieve the final completed structure. Contact structural engineer for consultation (not in ! i 1 ! 1 I I ! I i INDICATES APPROX4 I ^� contract) as required. ? 1 1 ! ! ! i ! ; LOC. ;OF DT WEB0b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do I I 1 ! ! ; i ABOVE ; Q not scale drawings. j , " " ! >., i c. Construction practices: General contractor is responsible for means, methods, techniques, 1 -Y i � ' ! e ' ! ( ! ICI sequences and procedures for construction of this project. Notify structural engineer of s 1 i `rip :, `gyp ! `S�© I ' ! ; ! ! ' 0 omissions or conflicts between the working drawings and existing conditions. Coordinate ; ! I ! �, 1 1 A/ ! A/ ! 1 A/ I 1 requirements for mechanical/electrical/plumbing penetrations through structural elements with ! 1 0S ! i AF` AF` ! '°F` Z Q.) structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods ! 1 } - - -- - - - - - - - - - ' I - ' - - - I- E I I used for construction shall be in accordance with the latest editions of the IBC/IRC. 1 `- 1 I PSON L50 i I A�, ! �� I I � ' 1 i 1 1 1 1 I ; I i ! �� °` d. Details not specifically shown on the drawings shall be constructed in a manner similar to the ! AF`I fA 11 1 . , details that are shown for like conditions. These items shall be brought to the attention of SIDE I I °, I 1 1 i I 1 ! 1 1 1 ! ! I i t 1 i the structural engineer as soon aspossible for royal. Approval shall be obtainedprior to ,. - 1 I—iiii® ® --1 _ _ _ I I__ -- l __ J I I i 1 i_ _______ 1 1 ! 1 I ; i ; 1 9 PP PP 1 Hi ,.. r � _ __ i s � # I I ' i -� 1 installation. i !�1 II i ! ! ! I - -- 1 ( -__, ,,, I A L BM. s & H. s ARE: I SIMPSON L50 � `' e. It is the responsibility of the contractor to contact the structural engineer at the appropriate 3 � I I ! ! ! I J� 1 ! ! time to perform site observation visits. Observation visits to the jobsite by the engineer are (2 i600S162-6 BOX I I S� I �J� 1 EA. SIDE II 1 II G 11 o s I1 for determination of general conformance with the construction documents and shall not be li BN. 'HDR.'s pS ! A TG • 2 S� • construed as inspection. 1 1 ! 1 1 1 ! liri I I �A ' ©S S1 ' CONT.i 600T150-97 4 �- 1 ►. _4. _______ _1_I --� .. I i F� i FRIMJOIST, TYP., o�A f. Though every effort is made to provide a complete and clear set of construction documents, _ _discrepancies or omissions may occur. Release of these drawings anticipates cooperation and ; I �JI 1 I i } ! I ! ! I — - ;.I - - "A= ; 1 ! WHERE APPLICABLE F\I I CD continued communication between the contractor, architect and en ineer to rovide the best ' �"g' P I � I I III , i ! 1 � ! ! • I 1. 1 1 � � — — — ;w.�• L � E _.',_ -�.e_ ' .oil possible structure. These drawings have been prepared for the use of a qualified contractor ! I ' ' ! i i I ! 1 I ! i I +�L4x4xY4 MIN. I i ! r I 1 11[ f.__.experienced in the construction techniques and systems depicted. I ( ) Ii 1 [(4)-SIDES] i s I I �l ! i i , i i i 1g. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, I JOISTS SHALL 'UN bNIII Gframing, foundation and anything else that may affect the work shown on the drawings. I , I ; i OVER BRG. WALL, TYP. I 1 Off, ! Off, ! 1Underpinning, shoring and bracing of existing structures shall be the responsibility of the _ ! I �- I ! 1 ! ! ! • contractor. i -- - L4x4xY4 (MIN.) i I. 1 ! I ! 1i i 1 i I ! I ! �(4)-SIDESi1=4LOCATE SKYLIGH ' I f��l RESIDENTIAL STEEL FRAME FASTENING SCHEDULE BTWN� IWErBS I I ! I i 1 1 II IIFloor oist end to Irder or to late track 1 - 10 x 1 2" bottom flan e E ' SIMPSO'N L50, TYP. I 1 I! ! I I , I ! i I ! ! l E t } # i i , L I I1 I 11111 11 I I 1 11 LOCATE SKYLIGH k, 1 Floor joist end to continuous rim track (1)-#10 x 1/2 top & bottom flange t I I , 1 _= 1 I 1 i ! i i I BTWN WEBS ! 1 1 . ! 1 i I ; ° ---Tr--------IT 1 1 r l _I -1--- --- 1 - -i -r 1-I--- r 1.1- _:i_----- .?-___ - 1 � 1-i--- ,- __ - Wall bottom plate track to joist or blocking (perpendicular) x 1-1/4" through plywood r �11_. ____ ,_ __ ____ ___Jm ________ ''•_L___________ CONT. 600T200-97 LEDGER w/ Y4"0x214 Wall bottom plate track to rim joist (parallel) (1)-#10 x 1-1/4" © 16" o.c. through plywood desl ned D TDH 41111 TAPCON SCREWS © 16O.C. INTO JOISTS 9 Y Stud to plate track (top and bottom) (1)-#8 x 5/8" each stud flange & 5/8"0x3" EXP. ANCH.'s © 32" 0.0. drawn by JDM checked by MTI Built-up studs (back-to-back) #6 x 5/8" © 12" o.c. through webs issued Built-up studs (nested) #6 x 5/8" © 12" o.c. through each flange Top plates, laps and intersections (2)-#8 x 5/8" each flange PERMIT 03/10/16 Box headers/beams per standard detail UPPER FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '-o" REVISED 04/28/17 Back-to-back headers/beams (2) rows #10 x 5/8" © 12" o.c. PLAN NOTES FOR NEW FRAMING: Ceiling/floor joists, overlapped at support (2)-#10 x 5/8" through webs 1. NEW INTERIOR LIGHT GAGE STUD BEARING WALLS ARE INDICATED ON PLAN THUS: - DESIGN REVD Roof rafter or truss to wall top plate track Simpson S/H2.5 NEW POSTS BELOW ARE INDICATED: ® STAFF APPROVAL SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: B Roof rafters overlapped at ridge (back to back) (6)-#10 x 5/8" through webs 2. ALL POSTS ARE LABELED AT THE TOP. t?KFE5-z3- l Sub-fascia track to rafter (1)-#10 x 5/8" each rafter flange 3. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE FIRE-RATED PLYWOOD SPAN RATING 24 0:C. -/'-'-_____141.-_!9••__ /''-.__.__ M.!9••__ Plywood or OSB roof/wall/floor sheathing #10 x 1-1/2" © 6" along edges 4. ALL NEW & EXSTG. STUDS SHALL BE 1% x 20 ga. 0 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. sheet #10 x 1-1/2" © 12" intermediate supports 5. ALL NEW FLOOR JOISTS ARE 600S162-68 (50 kai) 0 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. NOTES: 6. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). ' 1. The screws in this schedule are self-drilling low profile head screws. 2. This schedule indicates minimum fastening requirements. Where special conditions exist, use the specified fasteners indicated on the plans and details. JOB #1603- 01