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HomeMy WebLinkAboutB16-0439 plans approved.pdf 8,4 3/4" 2,6,, // .'vr of Vail 4 i'"1-C: , 4 T....---1 -11,,i7 f-,, ;w i.,, ', EICEIVE 43' / 16' 5 3/4" 13' 4 1/2" TO°WCTN1-04F2V01A611- /," Ells& 2'6" / / rAg 11 a \ \ / 0 _ , rn r4 rs4 ,r4 ,..,.. *4 ' 0 0 m B. tth 2 ,..4 ei :4 , st .... „4. 0 0 W ---, 1-4 equAst 2 m. m I ., 0 , 0 N ,.... // 14. 0 0 , 06ulutgi ' 2 11" 2 11 1/4" *tha /T 1/4" // is 4 Win 11fip -:2-krno 1t ...._\_____FL t L 'sk in \ fit 12' 6" %,- 1-4 T 7 7g1' _ $ ..... / / \ L r 1 D 1 Han12-Dafth eueet II _ I 1 -4 vl - - ©Iffili UwIng R© ,..., \ 1 \ i--- , b N N .1 Trwf' n. Of \fail „ _., ***4 KEN&CHRIS Rig-4M'Krsir>ttict ,1 P...,,... '''.i .-...0 Ue%11 3 r-A. \ 1040 Main Gore Place Unit D-41 , „,,, b ,,-7,-:0",ri-,.:;:ii,,prilti71:11:LAEN_D_CFeRCODE,_ Vailo CC) 014,8 f-,. ,f,,,-, it.---2,-----A 0 ,,,, , , ,..- Zn tn. L c). ,, ,, XtSTINGrupc3tR,PLAN , [3th 'II ion wu..11. , , „ „ ,.. / / , .t, / // / ..,, 7 1/2" ILO1" _____ // // _ / 12' 7 1/2" 12 1 1/2" 17 6" .., ,„. .-. tA „ , I, 3" / 4 / 16* 5 3/4" 5 8'4 3/4" 2'6" 13'4 1/2" / // /*/ / 7 314" ..ffi Above —, / ,,,e____________74. (Existing) Jitox N N ..—.... \ n .... ...„ fn. Elec.Cooktop/Hood ,, \" 1.el N Rh .2 0 . ...,, Oven/MicroIKilkemegt 2 rt). Under Stairset I' aheat , I ' Outlet /--- Outlet Outlet _A trl 0 ,/ //2" 11" - 2" 11 1/4" ' Countertop Overhang 1.- 1 W1TD Li WiK / , , '4 - I /N 11 , !NI , . 10..." Strest Room „,,, .„, 1 1 , ., ' '------ .., . ' \ . V , 0 KEN & CHRIS RK;FitY RtSIDENCt 5020 Main Gore Place Unit D-1Z Vail, CO 81658 ,=:g , t N .. _ f..,, ' 3 : t i k ' PR(7)PC)5tr) FLOOR PLAN rol. 3 ,th III. 2 o 2 f le I24— / 5' 2' 6” / // / 7' 1/2" 10* 1" ifEyt,..,n of Vail V // // / FlE V!t',!tf'--D PO.- COE'E 12' 7 1/2" 12* 1 1/20 17' 6" ,' iir,fl 3:7'.itiANCF , .. . _.. _ c,, • 4,. GENERAL NOTES 11110 4111* lb* 410. ilIOP I lIl 4III I L LIVE LOADS USED IN DESIGN: I -410. I I I A. Roof(Snow) 142 psi` 5, Floor 40 psr R.D. FRITZ C. Earthquake Catagory '8" 2. DESIGN CODES: CONSULTING A. International Residential Code(2015) ENGINEERS B. AITC Timber Construction Manual (5th Edition) 3, WOOD: 8970 S. Holly Cimle Stute 100 A, All wood for structural framing shall be visually graded,kIln dried Hem-Flr.Grading shall be as Centennial, CO 80112 (303) S43-9077 Phone per 'National Design Specification for Wood Construction" by National Forest Products Association. (303) 843-9078 Fax 1. All 2 x 4 wall studs and plates shall be visually graded "Studs," 2. All wall plates larger than 2 x 4 shall be visually graded "No.2W" B. Timber connectors called for on the drawings are as manufactured by Simpson Strong-tie Company. 1 . 121-62 10'-5" Connectors by other manufacturers may be used if the load capacity is equal to or greater than / / / the connector specified. Use manufacturer's furnished nails and bolts, (4)2x4 COL. WITH SOLID SLOCKING D001 TO FDNN•-•., N,1/4.6 —LUS 26 HANGER-TYP. C. Plywood for roof sheathing shall be APA Grade - Trademarked Grade - CDX and shall conform to standard PS 143 of the American Plywood Association.Ring shark nails shall ,..... UJ ..... ,,,_ be used on all roof sheathing. CO \ 4. REQUIREMENTS: N / 0 \ A. During erection of the structure,the contractor shall be responsible for temporary bracing to tx 1.- 1 e, withstand all loads to which the structure may be subjected,including lateral loads,stockpiles Ili —. UJ zo of materials and equipment. Such bracing shall be left in place as long as may be required for \ safety and until all structural framing and diaphragms are in place with connections completed. 0 U lk LAC° • 4V, rgarm oomr eorsaworporommommo. 5. EXPLANATION OF SECTION DIAGRAM USED: al to < Z LLI4 r• 1,-- 0 section identification LUU GO _t d) ,............ram aollo.Eakell, UJ fi 6, •§ structural sheet where I 0 1111111.1111 et. ............... .................... — IIMIMMONMONO/4111•011 fa. •••••••••••••00001•0* c) s KITCHEN 0 ,-...li ....1 u.. I 11.1 UJ fy — 1-11-1US ST0/10 >cr — T ...FLUSH HANGER I-: — Z W cl 5 .00/••••••.0 0.0 ORM, 411411110•11.0110111M11.1111. *M. 111.1M, IMM•REMINIMI1.10101111.k 06.111•1 MOM tam. III —........ - - 11011.M.1110.1.1101 •••• ISIMME MONIIIMMINI01•11010* .1 LIJ , EXIST, 5 "x14 3/4" SEAM NEU)51/e131/2 GL BEAM74F-V4 \ Di ••• . DROPPED ../TNI'D. SEM TO MATCH EXIST. s I < ....i —17 nt U 1 < EXIST, 4-2x4 COL. NEW 4-2x4 COL. 7' MN! MUM Ami, > (ANt 731 0W ZZ14 1> " (4)2x4 COLUMN 0 WITH SOLID BLOCKING U') DOILN TO FDN BELOW —.I Li. Project No.: 16-12'3 LIVING ROOM —fiNt Z DTh: 10-04-16 ZnI sales Chedred try: RPF 111116*AS a:141'744h' :4•10k. ' < o *by SOF Dots 1ii, ,. „,,.,„ i A. w 4,. ; : 13 2 '1 ReMone: Vail REv.SNC>lij IQ'..ø.1-16 :;:lirtiVFa: 11 - ll------- 4,.......:9,,,,,,, CA4 MI I t MC Ps- ' ''''' , .„?.. ...,.., , \ \ t-4 e ji . • GOrie IS— FOO.R FRANING F.A\ „..„ ..... ...„... ../..,-; ,./4.,.. ,..0., 4 /„...... .,\,,v., ,, sliorl. v- Ki 1 (4° Si 1 OF i . : , • •