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HomeMy WebLinkAboutB18-0063.001 approved plans.pdf -C= !1/4? Ra►ar/yya • • • • • f35%61 a ms .- � �►41' Q � QfdCti10 0.e..' :.T. • •tA 64 --- (7 ,Y* :.:* $' ria Ott`k4. .st; .9 �" i"t�.7 ` �' `�0'' '� 5 t. � - moi}. � "r� 7( + opEnry - '''''' • 'Et' < >;:e4% • Kt• \*{, N.N..4;" ' • r% . oe 8F+"" ' """`, ^ ,.. ,X'`� "bti*�« tt'� 4 rrs' z-=105.#a �%,.f .,,` 7,..... iCi s 5,4•42.1.6. ff4. an a N i ' � �'�,�.►►s« 'Ts. a -e, r Y S3 }f) U. *S 711*S7"'Sf"*-'1°1°14 ~x fC3 . }2' • t A • ua • • • • • • 4,,s, 1f• -flown Vail � �FRAD C .00.,SIGREVIEW ' . STAFF APPROVAL , i ,R. � ` . , ,feff, Oq 05./ _ Code: 0/ . ....................•••••••010, To of Vail " " OFFICE COPY 2�2 2�2 BASE PLATE 112'x 5"x PLAN 21/2"2i ft) —/ — w/2-5/8'DIA.x 5"EPDXY ANCHORS INTO EXISTING / / FOUNDATION WALL \ \ I ,/4" V ci 1/4" V1---- ,I,....+ \ N H in NEW FOOTING PAL` Z Ykr 2'-0X1'-0"x10"w13 5 F- fJ 1- \ kr EXISTING `\ BARS EACH WAY ` CO o- 0II BASE PLATE + \ MECHANICAL \ \ TS 4x4x114 112"x 5"x 1'-0' \ N EQUIPMENT TO p, COLUMN PER w/2-5/$'DIA x 5" 1 REMAIN '� J� CO PLAN EPDXY ANCHORS I TS 4x4x1/4 -C m �© iv 1 INTO EXISTING WALL COLUMN PER — ra L (r ai ci v m 0 1't , -4" L 1 2 BASE PLATE 2 3 BASE PLATE 3 L SIM. 6-3/4'DIA.x 4"T.WA.'S 10'-1Y2" 3/4"= 1'-0" S1 3/4"= 1'-0" j D @ 24"o.c.STAGGERED 1 A S1 1 ..-) ^\� \� / Jr 1'4' m 121y Cj.C � C 12 x 30 a MC 10 x 41.1 �g CONTINUOUS fU $ IIII — — _ _ . ii/ • J\ /1) • — ,,,, S1 iid Ir R '' : l � ti '1 i�V- • II cwt �i r/ o FIELD VERIFY EXISTING FOUNDATION EXISTING MIN.16' • 11Si,,, �:`t%".�t \ TO REMAIN •...f —WIDE CONT. TWIIICIPI . ! \ CRAWLSPACE I FOOTING ��.. \ Q \ \ ©stti,, \ \ 0 ei-vb. !? c; /-• cr 0 _ 4 '�% .�t+oma �� i FOUNDATION PLAN 4 ,/,/ 1 AT NORTH e r 4- 1/4" = 1'-0" I I • STRUCTURAL SPECIFICATIONS NOTE- CROSS-HATCHED AREA DENOTES PORTION OF ( v�W al 0 EXISTING FOOTING APPROVED BY H.P.KUMAR k Q TO SUPPORT 3000 PSF MAXIMUM SOILS BEARING © I 1) Foundation design based upon assumed maximum soils bearing capacity of 2000 7) Versalams(2.0E)are as manufactured by BOISE CASCADE CORPORATION; CAPACITY. SEE OBSERVATION OF SOIL BEARING N psfto be verified at gime of excavation. MI footings are to bear upon natural see shop drawings and manufacturers standard details. All built-up Versalam CONDITIONS, PROJECT NO.18-7-503, DATED 24 F—• © (./) undisturbed soil. Soils engineer to inspect basement areas for radon gas, Install beams must be glued with PiA00 and nailed with 2 rows of 16d spikes®9"oc. AUGUST 2018 U E i t W 0 radon gas system beneath concrete slabs when required by the soils engineer. Venoms deeper than 11 7/8"must be bolted together with 2 rows of 5/8" D I Lr 0 Submit copy of report to engineer. i - 2 All foundation aroundP diameter bolts spaced @ 48'"oc staggered. Metal X-bracing required at 3'-0'"oc V' ! - W J perimeter of stnicture shall have minimum frost infection in all diaphragms. All alternates to be reviewed and approved by the engineer. +i l+ I — of 48 to bottom of footing. All foundation walls and columns to be centered on 8) Sheath floors with'!,"T and G plywood with minimum span rating of 40120 or Q t' J LIC Q concrete footings unless shown otherwise on plans. I �j 3) All cast in place concrete must be made with Ponland cement and attain better and glue with PL400, Nail plywood with 10d©6"oe to all joists.field CO i W minimum compressive strength of 3000 psi after 28 days(minimum compressive coordinate screw option. Q H strength of 4000 psi after 28 days for concrete used in slabs). Design based upon 9) Live loads used for design- W I O ? BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACi -Roof-80 psf snow. V) 1 318),1999. Concrete placement to conform with"Construction Requirements"as -Floor-40 psf residential. defined in AC1318. All concrete slabs on U de must be provided control(scored -Deck-100 psf live. -- / I � W E or cut)in accordance with soils report All exposed edges of concrete shall have -Wind-90 mph(3 second gust),Exposure B. W i 0 W'chamfer, Concrete work shall not have any horizontal cold joints unless -Earthquake-Zone C-IBC. � authorized by the engineer. Field coordinate all vertical cold joints with structural 10)All construction must comply with the 2015 International Building Code as engineer"use continuous vertical water stop at all cold joints in foundation walls, adopted by the Town of Vail Building Department and the"General Conditions of Q I 4) Reinforcing steel is ASTM Grade 40. All welded wire fabric must conform tothe Contract for Construction"(AIA Document A201). All construction must bege ASTM A185, Reinforcement placement shall conform to MANUAL OF 1 STANDARD PRACTICE,2001 as prepared by CR51, All lap splices to be completed within the tolerances described in the"Residential Construction Iit minimum 36 bar diameters,all horizontal reinforcement to be continuous around Performance Guidelines"as prepared by the NATIONAL ASSOCIATION'OF C° corners and at wall intersections. Minimum reinforcement protection HOME BUILDERS. 1'-1" -concrete poured a, lust earth 3" 11)Construct walls as follows- • / / N -concrete poured in forms 2" -Exterior-2x6® 16"oc(up to 12'-0"tall), BASE PLATE 1/2"X 4"X 1'-1" 2" 41/2"41/2" 2„ � I -concrete slabs 1" -2x6 @ 12"oc(12'-0"up to 14'-0'"tall). // / // 5) All lumber shall be Doug-Fir#2 S4S or better,all wolmanized lumber shall be -interior-2x6 C 16"cc,unless noted otherwise. w/2-5/8"DIA.x 4"EPDXY 2"412.4,V2"2" <Hem-Fir#2 S4S or better(all lumber within I$"of finish x•e must be 12)All beams,joists,and rapers are to bear upon walls or ms,or be hung with ANCHORS INTO EXISTING /4� D wolmanized). All timbers are Doug-Fir dl or better with moisture content 8%or SIMPSON Strong-Tie hangers or approve equals. FOOTING = 1 lower, Provide solid blocking at 8'-0"on center in all diaphragms. All columns 13)All structural members are shown in their final positions properly braced and " N,0 W E o be r `•uou ar;',_ , oundat'•.w supported;during construction it may be necessary to temporarily shore portions 2 - 1/4" — LL ;) Structural steel shall be ASTM A36 or better except Wide flanges shall be A992 of the structure while other portions are being constructed. Contact the engineer 4' 1" E or better,pipe columns(noted on plans as pipe,in manual as HSS round)which for consultation as required. J� � � Co �' A shall conform to ASTM MOO,Grade 13(Fy=42 ksi)or better,tube steel columns 14 General Contractor is responsibleTS 5x2x1/4 41 r for all non-specified connections,contactIII (noted on plans as TS,in manual as HSS rectangular or square)which shall be engineer for details as required. The engineer is to approve all structural 1 COLUMN PER ANCHOR PLATE 1/2"X MOO Grade B(Fy�46 ksi)or better,anchor bolts and bolts shall be A307 or12"x11-1"w/6-5/8"DIA. --:,1 better. All structural steel is to be detailed,fabricated,painted and erected in substitutions. PLANr accordance with AISC STEEL CONST RUCTION MANUAL„2005 and CODE IS)General Contractor is to coordinate all diaphragm penetrations(i.e.,chimneys, 1'-1" T.W.A.'S or 4-5/8"DIA a OF STANDARD PRACTICE All welding to be performed by a certified welder plumbing,sewers,etc.)through floors,walls,roofs and foundation walls with T.W.A.'S td)0 SIM. III IIIIIE? and conform to AISC and AWS STRUCTURAL WELDING CODE,2000,all appropriate sub-contractors. General Contractor is responsible for the means, C 12x30 or electrodes to be EE-70XX. Grout beneath all base plates and beam bearing methods,techniques,sequences,procedures,workmanship,seasonal scheduling S/g"or MC 10x41.1 plates shall tenon-shrink epoxy with minimum 28 day compressive strength of and jab site safety associated with this project. The General Contractor is to ! 4 3/8" • 5000 psi. All Epoxy Anchors to be installed according to manufacturer's verify all dimensions and elevations with the architectural drawings. Notify 1 BASE PLATE 1 specifications and details. Steel detailer to propose bolted connections during engineer of all conflicts and omissions between various elements of the working steel shop drawing process to accelerate erection process. drawings and the existing conditions prior to commencing with that portion of the S 1 2 TYPICAL 3/4"= 1'-0" III AL. r project. D DETAIL D 16)All materials exposed to exterior and or moisture conditions shall be treated for 0 these conditions(i.e.,chemical treatment,staining,painting,datnproofing, membranes,flashing,etc.)as required by code. All materials to be treated for tin: S 1 3/4"=1'-0" S 1 OF 5 resistance as required by code. Oa 0 J ` —I 5x5x5/16 x 0'-9"w/2-3/4*DIA.M.B. C THRULVL BEAM AND 4-5I8*D1A x4" "' k L 2-LVL 1 314 x 9112 CONTINUOUS TRUBOLT WEDGE ANCHORS INTO O co ,.,, II 00111011000000 w r -1 OF BNDATION(TYPICAL BOTH ENDS w at EXISTING 2 x 10 j 16"o.c. TO REMAIN li < 0 r _ EDGE OF EXISTING HEART-I SLAB TO N REMAIN-COORDINATE TR MMING EXISTING HEARTH WITH OWNER it-r TOP OF PLYWOOD 10=9* �` CM ` 6 -- _ _ 1'-T' E4i Aso o x._ i 2x10 LEDK AIN EXISTING 3-2x10 T -E • N a> k _.,_4T- _- EXISTING FIREPLACE f o.>�F,..s.s+�:.. FOUNDATION AND GAP r SLAB TO REMAINf` /,' c a x s- E'er . ", w ' 11V,iiiirar /1 rAir��� 1�4 EXISTING FOUNDATION 'i I3 ����, R �''+� ,�, EXISTING MASONRY WALLS TO REMAIN k' co i I,- % -a i FIREPLACE TO BE 'tt i til REMOVED EXISTING 2 x 10 @ 16"o c. TO REMAIN ,_ ' Of 2x4 16'o.c. PORTION OF EXISTING FRAMED ISLAND ON HEARTH SLAB TO BE EXISTING CONCRETE `+.. 44:41/114, ...,,,,,,,,,.......: ,.riif REMOVED HEARTH TO REMAIN. I I EXISTING FOUNDATION ATOP OF PLYWOOD WALLS TO REMAIN -.,,,` �` 12,-4* t,\ txbli- .0 EXISTING BEAM\ TO la REMAIN . .al + EXISTING 4-2 x 12 TO REMAIN 7t4 EXISTING 2 x 10 16"o.c. TO REMAIN lin i Z 2 MAIN LEVEL FRAMING PLAN • LIVING ROOM FLOOR DESIGNED TO ACCOMMODATE 1 1/2' 1/4" = I'_Os W 0 CONCRETE TOPPING. a0 1.... CIS .W � ¢ Rt/i/Z, Nr a tiPille co al fl-_,I 0 reI III 03 itA- 0 N red D CO w LL 0) $ 1111III I 111111 ii 1111 11 1 I S2 OF , k 0 ! i ■► .J o , � �a c6. ...� N O P E N m ° gE III0 -2x4€€ 16"o.c.FRAMED ISLAND "U210" � SOFFIT SUSPENDED FROM UPPER LEVEL FRAMING. TYPICAL N -ALL MEMBERS TO BE SCREWED M TOGETHER E -SHEATH WITH 1/2"PLYWOOD A o GLUED AND SCREWED S3 N .11-0 -SEE MANUFACTURERS DETAILS 4 E AND SPECIFICATIONS. N 2-LVL 3/4 x 14 PLUS FLITCH PLATE 2"x14" CONT. C c?�, i /7"/"JL ," '' -==-®I£ NEW 2x10 @ 16"o.c. PROVIDE ' 1, R r • N. — - CHASE AS REQUIRED FOR NEW GAS JI " a 2-2 x 10 , APPLIANCE PER MANUFACTURERS - a j EXISTING MASONRY .- SPECIFICATIONS i �3 w N i FIREPLACE TO BE c ' REMOVED `.. , (1) ' a EXISTING 2x 10@ 16"o.c. TO REMAIN ` 1 .- EXISTING 2 x 10 a 16"at. TO REMAIN �� TOP OF PLYWOOD 4 PC.1/4"PLATE ` :,"' BUCKET WELDED Th IV 21-4 STFFI BEAM w/2- 4" '9 WALL LEGEND �. �, �, DIA M.B.THRU G x„ 1/,.) , �!�' J� EXISTING WOOD 8: Q EXISTING WALLS �0 ,0 .. , , t, �v ��O .; TO REMAIN 6t� N, A' ��p+ �-t+ . © EXISTING 12 x 14 \ TO REMAIN "S �O EXISTING 3-2 x 12 TO MAIN S REPLACE EXISTING GL 51/8 x 18 w/ W 10 x or W 12 x 50AiPQ��w WALLS TO BE REMOVEDi or W 14 x 38 or 2-LVL 1 3/4 x 4 0 LUS FLI'h�PLATE 1 112"x14"CONT. Oto 0,4- EXISTING 2 x 10 1! 16"o.c. TO REMAIN E } ,`� �_ ]\\.. IMF V S3 Oo`% " -„ <4* Or 0 "Or 0 47, EXISTING 2 x 10 Q _ �, 16"o.c. TO REMAIN • Q UPPER LEVEL FRAMING PLAN .. a - A , >`— t ad• o 1/4" = 1'-0" p w o I w h t co� ___11=3:1) EXISTING GL 51/8 x 131/2 TO REMAIN EXISTING 314"PLYWOOD TM EXISTING 2x6 C9 ' id > -a TO REMAIN 16"o.c.TO REMAIN d t CC5 NOTE- ROOF AND UPPER LEVEL CONSTRUCTION MUST EXISTING 2x10 JOISTS BE SUPPORTED BY TEMPORARY WALLS EACH CO MI IW- PER PLAN HUNG FROM SIDE OF NEW BEAM FULL-HEIGHT PRIOR TO i 518"DIA.M.B.@ 24"o.c. REMOVING EXISTING BEAM. LU NEW BEAM STAGGERED TOP AND (1) 0 BOTTOM SOLID BLOCKING > f 0 Ws \ - CONT."2X"w/5/8"DIA.MACHINE EXISTING 4 PC.1/46 PLATE BUCKET WELDED TO �.� — ilil BOLTS (7 24"o.c.STAGGERED 2x10 @ 16"o.c.TO REMAIN END OF STEEL BEAM w12-3/4"DIA. 410 � ' r„iiifIz! BOTH SIDES OF WEB NAILED TO NEW CONT."2X" M.B.THRU EXISTING 3-2x12 1/8"V <3 SIDES TXP. It 111111111111unit 2" 4" cNI °' iii11 SIMPSON"U210" I' ,� : �, �N- I MIK it s i Ld, O I ,•i1i1 TYPICAL r '3i31;3 r \ fl;pit 1�' —a * Q ,.t33i1i 2-LVL 1 3/4 x 14 PLUS �� -„r„.-9-1,1, v 4 EL #ti u FLITCH PLATE PERZo >d�t":13111”. ititai W 14x38 or BEAM 1/2"WEB STIFFNERS W ;s34 PLAN to PER PLAN -\ " ___ EACH SIDE OF WEB Li. - `? \ 4- to (1 iL. 2"THICKNESS MAY BE WHOLE EXISTING 3-2x12 TTO REMAIN i i W 14x38 or BEAM OR BUILT-UP PLATES ADDING A PER PLAN Jill lii UP TO TOTAL THICKNESS - E T I O N E i "J 1J BEARING PLATE U4"/' a TS 4x4x1/4 PER DETAIL A S3 �4®=1� 112"x5"x5" PLAN � (--,--,,, 111 � I [IP s3 11/2"=1'-0" SECTION F s .... 3 3/4"=1+-0" S3 OF 5A 0 g' G© 'ttg ifill— \ 0'Y C !tax EDGE OF EXISTING 2 x 12 '18"a.c./_/FLAT TO REMAINLOWER ROOFtf ota, 716 EXISTING 3-2x12 EXISTING 8"MASONRY {iLEDGER IN WALL CHIMNEY AND FLUE ).\\ 0TO REMAIN TO BE REMOVED EDGE OF ROOF EXISTING RIM TO REMAIN ,�� f' I �° °or� g .. ---" EX{STING HEADER F{LL N OPENING TO REMAIN TYPICALall --1Eii" \ �,.,� �-� WITH 2x12©16"o.c. ;�t ;: «�� �, 1 .I aik . i •i R YA '.\, ---1 4. EXISTING L 2 x 12 18"o.c. SLOPING TO REMAIN k t `,4 IISF .. f C� ; EXISTING 2 x 12 G 18"o c. +' ,,..,-• !i \ :?4: " v. 0,1 TO REMAIN --� , Q .a .�/1 c U .7,.. /... , z F r-,. EXISTING 2x 12©24"a.c. 0 WALL LEGEND « 6 — TO REMAIN '` �v- . EXISTING LOAD GOA BEARING WALL . EXISTING WALLS �.�. ��? TO REMAIN ° ' TO REMAIN . Q~ WALLS TO BE REMOVED 4 EXISTING GL 5118 x 1311 \ TO REMAIN �O � O EX\ GL 5118 x 101!2 14 �- �{� \. TO \R:EMAINo WALLS TO BE ADDED \\ Fs EXISTING 2 x 12 ci 24"o.c. �\ SLOPING TO REMAIN \ 652 `�' � n - EXISTING �j 2 x 12 'i', 24"a.c. TO `'' REMAIN 2 ROOF AND LOWER ROOF FRAMING PLAN W o c 114"= 1'-0" a - *w \ \ 04 NOTE- ROOF AND UPPER LEVEL CONSTRUCTION MUST al - �" :Ft SUPPORTED BY TEMPORARY WALLS EACH Q 4j lc x > SIDE OF NEW BEAM FULL-HEIGHT PRIOR TO c0 J H REMOVING EXISTING BEAM. tV U3 ILIr 0 In < 1111 00 4411 O N EL Q D CC m W Li_ t x-- till I or" il NIr ., (� 1 S4 OF 5A 4 . i � 2x4 @ 16"o.c. CHIMNEY FRAMING EXISTING 2x6 @ 2x10 @ 16"c.c. Ci 16"o.c.TO REMAIN EXISTING 2x10© .� (11 - `� 16"o.c.TO REMAIN cab t;rnCO 21'4" I .) ' -...= I \ E .... . cd N i FLITCH PLATE BEAM I `to E o° PER SECTION A/S3 I I `? w "_ r cv EXISTING CHIMNEY x"77 /77-1 I � TO BE REMOVED. - ,.:.. INFILL ROOF ' � lif APPROXIMATE r FRAMING PER PLAN .co 'c�� h • INTAKE LOCATIOI �t� t'�w�' ¢ r. °*-1-7,1 IN SOUTH WALL 141101 ♦ m .3 i CONTRACTOR AND QUALIFIED FIREPLACE / i �� "F e INSTALLER TO FIELD COORDINATE ik �[�� +N ! (� INSTALLATION OF WALL MOUNTED EXHAUST r; - \► ll G�" . ' AND AIR INTAKE FROM ATTIC FOR PROPOSED ,r ,r` DAVINCI CUSTOM GAS APPLIANCE FIREPLACE ' 2x4 @ 16"o.c.FRAMED ~�...:(1)11 - _.a *`�% PER MANUFACTURES REQUIRED CLEARANCES r' , , " l EXISTING 2x12 16" li - $ ISLAND SOFFIT w/1/2" DETAILS AND SPECIFICATIONS AT TIME OF '`"'esti, o,c TO REMAINto - CONSTRUCTION ' .7/7/ I I PLYWOOD illAPPROXIMATE r f' � �, PROPOSED DAVINCI ISLAND t q EXHAUST LOCATION : cry 60"x 30"CUSTOM GAS EXISTING ATTIC f' IN WEST WALL FIREPLACE BY OTHERS AREA TO REMAIN „, 7/////////:///: /�� ` �` -4 EXISTING 2x6 16'o.c. //:///1/7//. � tr �= TO REMAIN x � EXISTING MASONRY 14 I FIREPLACE TO BE EXISTINGB1 ' � 2x4 @ 16"o.c.FRAMED TO REMAIN IF Ila t " REMOVED � � � I I \ ISLAND w1112" Z f /� 2x4 16 o.c. x `\.__EXISTING 2x12 @ 16 oc. PLYWOOD EXISTING -'` TEMPORARYFo TO REMAIN BATHROOM WALL - t l '�. Q SHORING WALL 1 ■ r AND CEILINGS 2x6 16" .c TEMPORARY w 1.... FRAMING BEYOND 1 SHORING WALL EXISTINGI • EXISTING 2x10 SLAB TO REMAINCONCRETE ' { '- k w d @ 16"oc TO REMAIN < 12'-4" me H * 21-4 fa PER PLAN H PLATE BEAM ( J 1 i ! w .' MASONRY FIREPLACE AND r W , -J all II VA ,, ,.' CHIMNEY TO BE REMOVED 1 - Q EXISTING BEAM TO AND REPLACED WITH I ii < � �� ;,§ FRAMED CHIMNEY PER W f � Lw_„ REMAIN r CODE TO ATTIC ABOVE101-9" EXISTING FRAMING 7 BATHROOM 7 __. - k TO REMAIN 1 . ti--4 PROPOSED DAVINCI ,_., CO 2x4 @ 16"c.c.TEMPORARY � �°` '�'ggs SHORING WALL t l CUSTOM GAS q t- , � FIREPLACE LOCATION CV V EXISTING !,( , N n DUSTING 2x10 m 16-o.c FOUNDATION CO H 1 EXISTING 2x10 FLOO i2-4 IN R "' ' :43 IN TO REMAIN JOISTS TO REMAIN it WALLS TO REMAIN U 10=9" As, EXISTING 2-2x10 N i NEW C 12x30 or MC 10x41.1 j LEDGER TO REMAIN TS 5x2x114 COLUMN CD PER PLAN -� PER PLAN WITH 1/2" W !k1 C 12x30 or MC 10x41.1 J BASE PLATE {J? EXISTING CONCRETE NEW 2-LVL 1314 x 9112 PER t PER PLAN w13/4"DIA.x 4" W }` FOUNDATION BEYOND PLAN-INSTALL PRIOR TO T.W.A'S,C 24"ac. IY TO REMAIN _ r TEMPORARY SHORINGSTAGGERED TOP AND yk BOTTOM toriceistaiel,t1 - =IA_Atoll,„ ....4. <- 1 r`11,41. ti tr 114" v 0 1 BUILDINGSECTION �,1 � - _ III M I VIII -}} -5t,,, 1, 11 lit \,.„-„1 .i .'. -.11 -1,-,1111_,..111 -- + 1 1-1 t1t �L�,T, 1, k —AT \11,:.-...1117:-.--1-0,--0,- ... 114" = 1`-01 J AB SECTION BP IiP ,..",. IIII S5314"=1'-0" e- -- AA\ SCJ OF ;1111 1