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HomeMy WebLinkAboutDRB18-0256_Approved Plans_1530111344.pdf ..,"14,,. 404100 a. C et ir Ji 11:155 DRB APPROVED 6/26/2018 WEST UNIT LOT 1 1A & 12:00:00 AM EXISTING 2 x 10 @ 24"o.c. TO REMAIN O [ . - 0 U cN to CO ._ N r CO CO e., ,,, _, , ., NEW -j-.- ,'� NEW NEW KXISTINN L- - WIN. k. �P WIN. - WIN. - - - - _ R.S. 8 x 16 F. #4 0 _ _ ±1--‘\L — —1 . \ a) .0i�— ,... - ESTORY - h` - D q Oz w X S2 S2 z ._ X E o Zw N 0 0 Oz M w v a< c EXISTING 2 x 10 @ 24"o.c. TO REMAIN Q 0 '> X & 41, Z-2X - SIM. z D •• • S2 I:Li.T• EXISTING 2 x 10©24"o.c. TO REMAIN z ,4i i/ y 114 & � f A • x le N it �'Ok • :'0 C © X6 % .. .. 2-2p�� "' EXISTING .��70 p�° /O► ® P8 X ) 51 CLERESTORY TO BE REMOVED ♦•�4 /200/// 2:1 51 X6 0 pS3 , Et w x EXISTING R.S. \ x 16 • EXISTING \R.S. 8 x 16 b-$1' II w R N cy j rz x B� 5 6�� N Q-' cFac2 4+ , c., % °' X l• (V Pg��E EXISTING BENT 2 x 10 @ 24"o.c. TO REMAIN Al M 0 0 ,- EXISTING 2 x 10 @ 24"o.c. TO REMAIN co I a I = O O 2X6 EXISTING 2 10 @ 24"o.c. TO REMAIN 2 Q x O z W Q P� z !... �, �, I— / g o0 I— Q I— SIM. w o S2 z X o44�Qv 0 - - - - - - A 2k6 ING CLER '3" Oco A ® M CC w AeO vF M 5. to NEW NEW Q <v� +� +� +� W WIN. WI . 4}' NEW NE it a J Q WIN. WI EXISTING \ R.S. 8 x 16 ,ma/ • —O 1 CNI /_ - - - - - -1\- x / CC \ ��- - 1 \ / 0 L !,-1 / EXISTING •- 'Y 6 / �r, 3.2X4 — — •Lu _ v z . 0. > cc Q 2x10@24"o.c. Q wI , g ® z - S2 cc oUp EXISTING 2 x 10 @ 24"o.c. TOR AIN EXISTING 2 x 10 @ 24"o.c. TO REMAINJ STRUCTURAL SPECIFICATIONS O 'I .�' O CC��+coo� I.I III. cn CO U 1) All lumber shall be Doug-Fir#2 S4S or better,all wolmanized lumber shall be 10)General Contractor is to coordinate all diaphragm penetrations(i.e.,chimneys, 0 Hent-Fir#2 S4S or better(all lumber within 18"of finish grade or in contact with plumbing,sewers,etc.)through floors,walls,roofs and foundation walls with ap- X11 mak. 0 CC ca _is w Providero riate sub-contractors. General Contractor is responsible for the means,meth- O ' T concrete must be olmamxed). solid blocking at 8'-D"on center r n all p p T7 Q� < � diaphragms. All columns to be continuous bearing to foundation. ods,techniques,sequences,procedures,workmanship,seasonal scheduling and P • z •0 0 < Q 2) Structural steel shall be ASTM A36 or better,anchor bolts and bolts shall be job-site safety associated with this project. The General Contractor is to verify all • ? r A A307 or better. All structural steel is to be detailed,fabricated,painted and dimensions and elevations with the architectural drawings. Notify engineer of all O 1 '` Ax erected in accordance with AISC STEEL CONSTRUCTION MANUAL,2005 conflicts and omissions between various elements of the working drawings and 2 F Z Z O \ CC T l6 and CODE OF STANDARD PRACTICE. All welding to be performed by a cer- the existing conditions prior to commencing with that portion of the project. I ■ ' ■ z tified welder and conform to AISC and AWS STRUCTURAL WELDING General Contractor is to inspect remodel projects and verify prior use and proper S2 z H \ ^ ' Q CODE,2000,all electrodes to be EE 70XX. disposal of existing materials(i.e.,asbestos,etc.)as required by code, Identity of O `V 3) Versalams(2.0E)are as manufactured by BOISE CASCADE CORPORATION; all existing hidden structural members based upon selective demolition to expose U N. T see shop drawings and manufacturers standard details. All built-up Versalarn members_ � 2-21-6 .O T beams must be glued with P1.400 and nailed with 2 rows of 16d spikes @ 9"oc. 1 1)All materials exposed to exterior and or moisture conditions shall he treated for Ps3p•jE EXISTING R.S. 8 \\x 16 N Versalams deeper than 11 7/8"must be bolted together with 2 rows of 5/8"di- these conditions(i.e.,chemical treatment,staining,painting,damproofing,mem- \ i n J ameter bolts spaced a�48"oc staggered. All alternates to be reviewed and a branes,flashing,etc.)as required by code_ All materials to be treated or protected EXISTING R.S. 8 7x 16 ,\`l' M F \ C 0 P gg P + fit k proved by the engineer. for fire resistance as required by code. co w I & .I.Y.S. 6 4) Live loads used for design- • I o AFF k12 Q Raaf 80 psf snow. t(,�'' X �_ C\ CO -Floor-50 psf residential. -Deck-100 psi. CO I m U j-• Wind-90 mph(3 second gust),Exposure B. EXISTING EDGE w co x EXISTING OF ROOF TO � z CLERESTORY -Earthquake-Zone C-113C. > qREMAIN co TO BE REMOVED I2 5) All construction must comply with the 2015 International Building Code as 2 x 10 @ 24"o.c. �. LLI adopted by the Town of Vail Building Department and the"General Conditions of O > CL the Contract for Construction"(ALA Document A201). All construction must he completed within the tolerances described in the"Residential Construction Per- 2-2X6 co z formance Guidelines"as prepared by the NATIONAL ASSOCIATION OF PgO�E I EXISTING 2 x 10 @ 24"o.c. TO REMAIN pi HOME BUILDERS. 6) Construct walls as follows- a a O ... J -Exterior-2x6 @ 16"oc. 2 20� I I, -Interior-2x4 @ 16"oc,unless noted otherwise. ■ p6 m 7) All beams,joists,and rafters are to bear upon walls or beams,or be hung with B z �� SIMPSON Strong-Tie hangers or approved equals. REPLACE BAY WINDOWS / - • 8) All structural members are shown in their final positions properly braced and sup- WITH CONVENTIONAL ® � � ported;during construction it may be necessary to temporarily shore portions of WINDOWS. (TYP. OF 3) II ' the structure while other portions are being constructed. See Temporary Shoring z 1'`' ■ I Drawings TS 1 and TS2. Contact the engineer for consultation as required 1 O I °' I U 111111 9) General Contractor is responsible for all non-specified connections,contact engi- fir)-1-1)`Pc 2-2x6 2x10 @ 24"o.c. 1I1!IHIb neer for details as required. The engineer is to approve all structural substitutions. 'b' ABOVE ■ - —O ■ MI ■ ■ 1_ \ I N EXISTING 2 x 10 @ 48"c.c. FOR DECK OVERHANG ii iiiIIP EAST UNIT LOT 11B & ROOF FRAMING PLAN • SHADED AREA DENOTES NEW ROOF OVER EXISTING RAFTERS. 1/4" = l'-0" S 1 OF 2 feel OF N. Z 1111b '11!pi% Z c •)-11701145 DRB NEW ROOF TO MATCH EXISTING FRAMING APPROVED EXISTING TO REMAIN NEW 4" NAILABLE RIGID 6/26/2018 12:00:00 AM INSULATON TO MATCH BUILT-UP REPLACE EXISTING R.S. EXISTING FASCIA RAFTER w/3-LVL 1 3/4 x 9 1/4 or FLITCH PLATE BEAM @ B SIM. BUILT-UP CEDAR SOLID BLOCKING FACIA TO MATCH EXISTING / / 11 _ / AAI � ! 4-2x10 BUILT ir / / / / UP FACIA // LI VVI L� - / r / / / EXISTING / / CJ Li) / 07# )( / WINDOWS TO BE Nco j / / REMOVED / / I 0 C 00 / / ® 3-2x6 HEADER / / O � -1114 / ® TYPICAL AT / / / • \\/ / / WINDOWS / 0 / FTERS o c / / NSULATIONEW 4" IN TO MATCLABLE H / / / EXISTING / D EXISTING BOLTED i FRAMING TO EXISTING BEAMS AND / / EXISTING / / RAFTERS AND Q) / / REMAIN / / COLUMNS TO REMAIN 7,___ COLUMNS TO REMAIN // // / / /NEW 2x6 T&G \ NEW WINDOWS PER / 2x6 @ 16" o.c. / / DECKING TO MATCH T.O.V. CODE (MIN. U EXISTING \ FACTOR= 0.30) E 1 . O / / �� / / / �♦�����:��� NEW 2x6 @ - N co T)f / / _ / �1�1. 16"o.c. E x O ' 4, . ", �' - o TD r- ��i����� EXISTING BEAMS CD \l/V410 5 / ,�� • � TO REMAIN Q' , _, i-- , i r EXISTING RAFTERS TO REMAIN EXISTING 2x6 T&G ��'0��� �'-R ���� i - 2-0 / DECKING TO ,:J��- �' y „ 3 - LVL 13/4x117/8or 3 - LVL 1 3/4 x 14 PER REMAIN PLAN ADDED TO EXISTING FRAMING p N g : 19 DETAIL A DETAILA • � opt ? , /��� B DETAIL B B DETAIL B EXISTING CONDITIONS 3/4" = 1'-0" PROPOSED 3/4" = 1'-0" •���--4 .iii,�I� S2_} EXISTING CONDITIONS 3/4" = 1-0" l PROPOSED = - 5 CONT. "2x" LEDGER NAILED TO EXISTING EXISTING SLOPING FRAMING NEW �` CLERESTYBE REMOO D TO 2x10 @ 24"O.C. BE WEENWINDEOXISTING WSA v� 2x6 DECKING TO i��1 � 1 COLUMNS S2 3-2x6 HEADER ,��1 A' B PER PLAN MATCH EXISTING .� , 12 -I- . ) ) 11111-0-11-%--_ 4__4/ 5 NEW WINDOW �N774 ii, lk 1� ,- i 1 I 1 ��♦ I II �ilI� . (TYPICAL OF 4) �1� I EXISTING BENT - V 11 _ RAFTER SYSTEM _ / a % BUILT UP TO REMAIN FASCIA EXISTING SLOPING CC CLERESTORY TO W p BE REMOVED /���asissSessoszt EXISTING COLUMNSCO B BEYOND ill� l111 V� TO REMAIN TYP. J ` \\ ' i� S2 2x6 COLUMNS - EXISTING R.S. 8x16 ,,ma�xx D TO MATCH W IN WEST UNITCC ,4114 „ �; ® EXISTING \ OW_ / CLERESTORY ELEVATION D J vim,., o Q w v 0 . II / 1/4 1-0” 2 2x6 PER PLAN � �a � i \ '► " - 11 � o� ri W v EXISTING 4"RIGID - O INSULATION TO REMAIN. PROVIDE A 6"CURB TO \ DETAIL B 12 \ rCC �n M� O WINDOW ROUGH OPENING \ 5 � 2x6 @ 16" o.c. U �+♦ W r , OCI LLJ J E CLERESTORY ELEVATION E11111.1111i Q — (S2 EXISTING FRAMING O T 1/4" = 1 -0° TO REMAIN CC r W N. > SII �� <I_B 2 (C$ Q r,- T ' 12 p T EXISTING FRAMING ' cV WEST UNIT LOT 11A \; 5 JI— / TO REMAIN / E NEW WINDOWS 3..) 4 i B \� d O BETWEEN EXISTINGDETAIL C s2 3 2x6 HEADER M J COLUMNS <C) A NEW WINDOWS v PER PLAN \ BETWEEN EXISTING411111111111k...............1111V*. I— S2 COLUMNS = EXISTING SLOPING NEW WINDOW CLERESTORY Ic ���ai� BE REMOVED (TYPICAL OF 4) uJ C7 1 1 1 / / 1 \ 1 1 1 1 1 1 1 1 1 1 / - 5/8" DIA. M.B. @ 24"o.c. ril Oi� J H \ / iv .aa _ STAGGERED TOP AND (' 1111 : . // 1 - %Iwiili��■ BOTTOM I co co ),-------"" ' Fl I 4W\ EXISTING COLUMNS I EXISTING COLUMNS I-IMI ii- r TO REMAIN TYP. ��„► �� 11101111111111111DETAIL C TO REMAIN TYP. DETAILA EXISTING R.S. 8x16 I IN EAST UNIT 2-2x6 PER PLAN EXISTING WEST UNIT I. PARTY WALL EAST UNIT LOT 11B THICKNESS PER PLAN, THICKNESS MAY BE WHOLE2-LVL 1 3/4 x 9 1/4 PLUS FLITCH PLATECLERESTORY ELEVATION F OR BUILT-UP PLATES ADDING I UP TO TOTAL THICKNESS PER PLAN (SF2) 11111111 CLERESTORY ELEVATE ION G 1/4" = 1'-0° ill CC,, 1/4" = I-0" H DETAIL H S2 1 1/2" = 1-0" s2 OF 2