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Home My WebLink AboutDRB18-0527 Approved Plans.pdf T}Yi Of VAL DESIGN REVIEW Town of Vail STAFF APPROVAL. Re: 981 Red Sandstone Circle — e 1. We, as owners of 981 Red Sandstone Circle, Vail, . ereby agree to have the 19' x 28' second level deck membrane replaced by Master Sealers and the Dekorator decking color Grey to be installed by MBA Group. 2. We, as owners of 981 Red Sandstone Circle, Vail, Co. hereby agree to have the stairs to upper level deck replaced with 4"x12" stringers and treads to be of 1-1/2" x 11-3/4" Galvanized Grip Strut metal. 3. We, as owners of 981 Red Sandstone Circle, Vail, Co. hereby agree to have other ancillary siding, gutter, heat tape, etc. repairs as needed to complete items 1 and 2 per Town of Vail Building Codes. 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S4.rt4, Sfi,Jr-R- CnrC- 4?-. ) McNICHDLS® ou ALIT"( l__(,. 1_,E t-'1-INT:L t GRIP STRUT, PLANK & L QAJQ TABLE 5-DIAMOND PLANK#1 -3,,,4-Width) Item Number Description . ; 24B5151411 r McNICHOLS®Quality GRIP STRUT()Stair Treads. 1 1 Eill=MB •'` 177 1351 i (Galvanized Pre-Galvanized.5 Diamond Tread, 14 syt.tFghs aeasa Gauge, 1-1/2"Channel, Serrated Surface,52%Open 1n cm ,.E 47 ---,i-; 1 3 �,.y : r a, e*+fxgarge s2gar#e 1 Area, Nosing Type. None 1` Y'ati ,2r a ,.7`x u� ` 183 4menithoistcxstp-oect^mater —,E ,` 29mT I 17 at 11 75"width x 36 0"length-random cut tl 5,90 2451 17 �'�® $? 76 Standard End Plates Attached os r36 1 17 43 U 6i Tolerance. LTH +0 I-1 P8 ui 2 14 050.4 iA5. ,4 *; 5.3#4 fi4. 3 '`9. ,« 243 23'111 20 —_-__ 1 1 ° + 14 }p; £6: 7. • art 'i 111 102.1'. k-W 4% 16 25 xni 5' 136 11 um 76 6?®O ! t LOAD C LOAD C, 1 2-1;7 147' CI .- :1st } EfEe LOADU 1��05) 1160 yy��gg 7r , 'C i 669' 5.'5 54514556t�13y,},�337,1, 342 3' 216 r`� > , � a>,,, _" , . '7 el ..-..,-,,...;...,..,2;,,,,...... '''-!*,--,--,7,--- u ti -' l t }17 5 r t r y�® 64 7811E ..a.,, _x ,, _/g- deeeaan lot ten\ i delieam 124 i}5 2 sal) pi asp 40 4w21 ,7287Ele 227 213 21;1 1,1-C " * delecla , Y,1 y �� y j} D > rwu e f CONCENTRATED LOAD(C) Ft ENTRATED LOAD(C,) 4 UNIFORM LOAD(U) i DI 1 application to all walkways/ application to grating surface a1 i. "1 F 1 Ali. 4 a cvm t to all grating: pa y struts of all watkwaysiplanks: i 1 r � � ximum load n side F) or geed by planks: Maximum load(ro) i62 x r, ?. 47 6J ?5 11'+1 '`- flexural stress in rail or grating permitted by flexural stress in side Nimdmum load(lbift.)permitted by 2 }2(X84 ily I4 1107' 56; 742*, 54' ' 4.r.EM �. E3 224 strut whichever is lower applied rat or grating strut,whichever is flexural stress in grating strut,a(s riii to enure grating area(full-width fly ower,applied transversely to total plied longitudinally to a 1 ft.length ' 9 tiSt m �trisme MC 69-'`1 135 clear span)between supportswidth of grating at mid-span and of grating at mid-width I ic44, 1 ,'' '5? `,`ad s } 87 ` DEFLECTION D in all walkways/ a sumed ro be car<ned equafty by STRUT DEFLECTION(U(in al ', �Lm ( ) Y both side raid STRUT DefleCtbn(m) 521 60IIMIr, 1 ' planks:Deflection(m)correspond- walkwcorresponding to maximum concen- 24 25`<2 ' ung to maximum load(U)or(C) DEFLECTION(D)in ag wrespon st �� ., t® y " I ;136,..-0rm tted byflexural stress in ands planks:DeFleclloo d(correspond- flexed strut load(Cs),pemmhM by }` wirrtin to maximum load(U)r r C flexural stress in grating surfacetted y f ra l er grating s�ut whichever is 9 m tted by flexural stress m Birk strut,applied bngntudmatY tea 1 ft. lower,applied as defined in Figs.1 pe re g, r --1.4.05,14:- rad or grating shut.whichever is length of grating at mid-width. �.Futslxs�"? .�. or 2,and 3. ower,applied. f 6 2- 3T . . r 32L 61 kvF- 2 uhn a`iy+ m , ' s a I 7d 2 1&5 t65 T/T.,to .c, tsar xm s 2E. ;, 45 13 ; x1, 1ii1e,4f Ci ",505 , Calfr LEE 5EESE 1n 15 1•}? 1.41 y' X !b., rm l i',412c3611 i+2Z ,r7 1, l 7 11 a orx1 42• 52 x '3TG 1 636; 1,35T # 4 -- , 3,tt :c f`.. t � 4__�_1_ ' _Li T _1 AIM.' , 311 4S}IL • S i Q‘fv CiRwlsie I _ . . ••• -IL, . _ . 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