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HomeMy WebLinkAboutB18-0525_Approved Plans_1545322313.pdf .0011 OF if 4,;5,40,41;:e. :30 IN 1.6- i " i007 12/20/18 U C U S CN co M Q p 0 �O O Q) CD U NINi o Q. 5 O O> Q S m 1212I / 11 I 1 Q W i _ I n 0- cf L , _ z LLi 0 .v I\ J Q n - z co J J -) O LL lL U n < = _i' n7 GRAWLSPAGEm Q M ACCESS \ / I I I n > W __1 cr) _1 0 i CO MEGHANIGAL GRAWLSPACE STORAGE GARAGE I r • / c. *r INE•ROSEN !� B-2428 1 STORAGE V Jsto met\ - . ISSUE DATE • PROGRESS 2018-08-14 TOV DRB 2018-01-13 A REV. TOV DRB 2018-10-04 PERMIT 2018-11-21 ,a A4.2 I BASEMENT ELAN EB A2 • I A2.I SCALE: 1/4" = I'-O" NORTH 4,;,‘)AsiVellAt"IF le4 . fi fP 12/20/18 A4.2 • V C U 0 0 . ± (\1 M M Q p O 5 N m U & & J Q S tp m 1 1212I LINE OF BALCONY ABOVE • \ DN • Alk ak -..- UP • - Q n I w n_ ch MO 147 ,fl i SII'-0" 0 a � - - - - - 1) ENTRY SZ . . _ 0 0 / i SO FT nF A4.1 1 SITE - ERAGE y A4.1 < Lr) 0 ����� _ AND GRFA I ���� n - z 1 12'-5 3/4' ~ L L NEW EGRESS i I (i) O �I WINDOW UB/SHOWER _ rY 1 II /17 Un r 3 I/2 m M H � J WINDOWS ��// m b'2 I/4" b'-0' I di / \ ANEW HIG O NEW NEW DOOR II II m ---I II • \ , 1 = 'r BEDROOM I > - 0 11 a Q l'-6-• 1'-a 1/2" ;;ATH > i 0 1 01/2" 31/2" / 7//(W//% i z. ir z. i� \ LIVING ROOM I 1I q 1 �{i- KITCHEN V�OF CO4p�', CI r 1 I �� * c• h IL°. "-i Ir B-2428 WINDOW ABOVE ( P) /C��s �` V) ���i%iii �i:� I-11 ���=1��m�.� _ -- ISSUE DATE PROGRESS 2018-08-14 TOV DRB 2018-01-13 , A REV. TOV DRB 2018-10-04 PERMIT 2018-11-21 Provide smoke and CO detectors throughout existing home and new bedroom per code. 3 NV4 V4SGHEr,ULE SYMBOL LOCATION ROUGH OPENING TYPE U-VALUE COMMENTS A4.2 OBEDROOM 7'6" X 2' PAIR -AWNING 31 MAINFLAN 0 BEDROOM 3' X 5' CASEMENT 31 EGRESS HARDWARD 1 MAIN LEVEL SITE FLAN (14' 0 HALLWAY 3' X 6'8" FRENCH DOOR 31 TEMPERED CLASS ,4A2 . 2 2.2 SCALE: 1/4" = I'-O" NORTH 0 HALLWAY 3' X 5' CASEMENT .31 Tempered Safety Glass ,040 °F d•4, aP 4111111b v'I i i. Jiqop)6°- 12/20/18 U C U S N `0 MM V (DO (7) 8: 6 Q p 0 �O 2, Q) m U Q. o i. 5 O O> Q S Z m Dryer to be vented to outside (paint to match) Provide a min1OOsq/inch open ventilation to laundry closet 12121 DN • I I %)-...., 0„.....2 Q W L i i n 0, UP / w 0 — —1 Q i- . I l' 1 co ‘-& — (J) 0 U ----- N SMALL STACKING T /17U n Q J N •SHER/DRYER WITH / \ W TILE, METAL PAN I m Q M I •ND DRAIN; 2'8" DOOR ›—I I I / > I4 1 .-N \\' 2' _J (f) Q F o o /•O��R r NEW MASTER I CLOSET L y Q BEDROOM7 1 17 - - 7 (14 I I a 01 DO BATH BATH . _E 0 0 i RELOC/ATE r NEV' CLOSET RELOCATE111 LIVING ROOM L I V I N& ROOM I \ BEDROOM CONFIGURATION, BEDROOM BELO„vi,. //441W E ° 11 FIELD VERIFY DOOR, — ��i,©f CO4 DOOR II IIT . I INE ROSEN ► 0 II II B-2428 ! ti OPEN TO I BEDROOM ° BEDROOM 'C��f' v ) E i='''', \ cli , --, I ow* ISSUE DATE PROGRESS 2018-OS-14 • D TOV DRB 2018-01-13 ii- A REV. TOV DRB 2015-10-04 PERM I T 2018-11-21 Ak UPPER ELAN A2 . S SCALE: 1/4" = 1'-0" NORTH 14,t IN kl IP- 12/20/18 a A4.2 P • U C U • Q) ON • s N •O or) M C) cO O O Q p 0 �O 2, N c0 U & O` 5 O O> 1` J Q S Q) m 1212I II / I \ ....,- / i II'-II I/2' IOTolO 3/4" 46L10 1/2" I n m m \ ....- q4'-6" / L L O � O \„ • • ,. T A4.I L < n / Jr g OJo c J O u= rr n J M ,,- \ / . , < —) >- III ED > lli IO C 00 _J v / Q 4 L > m_ c -.::c 00 0- I ' r t 0 II 1f 18 b" *-8 V2' a'nIn" 44*OF . Rs', sln• slni• _ sr-s 1/2' /A *#EVINE•ROSEN ' • B-2428 D Ate ISSUE DATE —[ PROGRESS 201E5-0E5-14 • TOV DRB 2018-011-13 r 1_ , A REV. TOV DRB 2018-10-04 L PERMIT 2018-11-21 • KE•r %0%1//0%1//0%1/0//I/I1f- NEW FRAME CONSTRUCTION kI EXISTING CONSTRUCTION TO REMA I N A4.2 EXISTING CONSTRUCTION TO BE REMOVED LOFT ELAN64' A2 . 4 • 2.4 SCALE: 1/4" = 1'-O" NORTH 0 °F P4 J tP len 12/20/18 a A4.2 • • Li C U S N 'O r-) c'D U i_ < XO O Z Z O m U o o O > � O O O O Q 2 CL- _1 J O . I2121 ___ a __r { t . r \\`‘......... , 0 0- • 8313'7" 1-'-'-' - - { — \\ NO �� A (+31' 1") I ~� ORIGINAL GRAD : 82826" ' I {IZW 0 ak 8316 I , • ? 6/12 i ORIGINAL Ak < CL LI) U A4.1 ' . i GRADE: 82-7c46 ' /,� � T A4.1 0 51% .7 :. , — . _. — . .: . (x) 0 u_ - < = _i' ,c,L.,{ STAIR ROOF I S ASPHALT SHAKES i { I O U n • I i { CO Q BROWN METAL ROOF THAT i • r jCN MATCHES ASPHALT SHAKE i I Q COLOR 1 1 ; U) 11Lr) F i CN I f 00 N # 1 i C> Q 1 1 1 • { 1 i- . t { O . 8312'6" ' I 1 (+331) ! { { N ORIGINAL GRADE: 827°1'6" - i. , k 1 ( ' • 1 . 11- C !i - { ! 1! C 1�pc C04, - • I 1 Ii I ENTIRE ROOF IS GERTAINTEED ��, * 1INR0S EN 1 PRESIDENTIAL SERIES ASPHALT B-2428 I • t j C - SHAKES !� �'l < CN 1 •s I I • COLOR: WEATHERED WOOD C4, �'��►� s 0 MO 1 # { # • LOFT ROOF IS METAL TO MATCH # ASPHALT SHAKES 0_. .....N. ..._ _....._ • _ ISSUE DATE + : PROGRESS 201 S-0S-14 - - # { TOV DRB 2018-01-13 • � # REV. TOV DRB 201 S-10-04 • ? - PERMIT 201b-11-21 of.--_.._..^-_._.._._._._-_._.._ ____22'-'x"_. .._—_.._.._..__.__.._ ____ #._•__________ _______.___..__._-_.._._._____ .._____ _ 341:8»_ _.__..__ _._ _� _ __._.____._ _ __ _ _ Er 0' .. ._ •• . { - - 65'-O" i —-_._.____._.._.__.___._._________..__-_. _...-..____ ._- __.._ ____— -___-______ ___,� - • j • I . 0 0 . Ak 0 0 0 • . , A4.2 I IROO ELAN G A 2 • 5 A25 SCALE: 1/4" = 1'-O" NORTH agi OF if X07 12/20/18 U C U S N co co U 0 Q p o lO 4) U C o c ) 0. 0. Q S -45m 1212I w n w 0 < Lr) .0 n oF rY U J ` ' m Q Cf)CO EXISTING RETAINING WALL t©F C0/0 ��i • , • *de/IN&ROSEN B-2428 AR ISSUE DATE PROGRESS 2018-08-14 TOV DRB 2018-0q-13 A REV. TOV DRB 2018-10-04 PERMIT 201S-11-21 A5a lEt \111.3 -j100D ° 12/20/18 U C U ON EL LT LE CNI Cn Cr) co 3 3 Q p 0 76 4) U Q p .; Q c O O TEXISTING RIDGE EL = 115'-q" s N m 1212I LOFT EL = 103' 3" W (r)n NEW HIGHER WINDOW LLI O NEW SIDE WINDOWS III III © (Y Lo b II II / RELOCATE EXIST IIIII III III 00 J EXTERIOR LIGHT L � I ISI L _1 II 0 © � A < (Ro' i i 7 > 111 J REMOVE EXISTING Cr) WINDOW, ADD NEW A > HIGHER WINDOW CO MATCH ALL EXISTING ›- MATERIALS MATERIALS • tc C0494) y * jINE ROSEN B-2428 sED ARO ` J ISSUE DATE PROGRESS 2018-08-14 TOV DRB 2018-0q-13 A REV. TOV DRB 2018-10-04 PERMIT 201S-11-21 A5o — eitimmik" CIF led; X07 ktP 12/20/18 U C BROWN METAL ROOF TO MATCH ASPHALT SHAKE ROOF COLORCD 0 LE CNI Cn co FASCIA U co ap o- o- WOOD SIDING 8 0 .c Q o 0 0 kTO EXISTING RIDGE EL = 115-51" _c 12121 NEW LOFT EL = 103' 3" W (r)n w 0 r co f) O LL / n7 n J J CO (‘iif • r ie * , INEROSEN • B-2428 s'(O ARO • ISSUE DATE PROGRESS 2018-08-14 TOV DRB 2018-0q-13 A REV. TOV DRB 2018-10-04 PERMIT 2018-1 I-21 AOS OF if 4%0 lEt 177 -j11110D.16° 12/20/18 U C U S N co co _ co 0- 0- p o lO U Co c ob TO EXISTING RIDGE EL = II5'-01" N m 1212I w (r)n w o < Lr) 0 n coI— Cf, o rY U m Q ooQ Pc CO/oh 04 r' • #EVIN&ROSEN * B-2428 tO ISSUE DATE PROGRESS 2018-08-14 TOV DRB 2018-0q-13 A REV. TOV DRB 2018-10-04 PERMIT 201S-11-21 Aa . L. 0 °F P4 ..r.s704040;:e. it4 l .15 a.1 tF N. len 12/20/18 U C U - - - - - - - - - - - - �� RIDGE U I_ EL = 115'-ci" Lx 0- N Q o O o L - J m U RIDGE C 0 0 -6 EL = 113'--!" N O Q s 12 - N 67i CDi i i _- / / ��/ \\� a. ----- \ \ -6 TO FL �._1 ---1 EL = 1031-3" 1212I EXISTING OPENING I EXISTING WATERPROOF n - - DECK, ADD INSULATION PER STAIR TO LOFT EXISTING DEPTH e _ _s TO FL / rf EL = a4'-6" H REMOVE EXISTINGNEW WINDOW Q WINDOW ��:::, LI Nr——, I 1 INFILL EXISTING I I I I 0 Q` 4c1.5 SG.FT. SPACE I I I 1 © 1— UNDER DECK I I 7 L U LL_JJ 0 1 1 < z 1 NEW WALL, R-2I TO FL CO 0 J — H ^i�_•.x..,:.::•w:;'.�.y-•t;..:�I:..1't;.`.Y,:�i•-,t.".!.;� �� ':',".„1'': • 10 EL = 85'-0 1/4" I-- (f) --l OJ CL U 0 J EXISTING SLAB ON Q = Q CO GRADE / � W QJ a I �� TO FL EL = 76'-0" I- LI I�� ��I _ ri---,1/4folf C•OtO�ei r- .,, •, ... . STION . , * E ROI TO FL B-2428 A4.I SGALE: 1/4" = I'-O" EL = G14-6" ! �� NEW WINDOWS 0 AAO NEW INFILLED 4(1.5 01 O © COVERAGE SITE COVEISSUE DATE PROGRESS 2018-08-14 TOV DRS 2018-0ci-13 A REV. TOV DRB 2018-10-04 PERMIT 2018-11-21 TO FL EL = 85'-O 1/4" 2 OUSTAW EL /ATION A4.I 1 SGALE: 1/4" = I'-O" 10 OF P4 IP V-4•0_ 6 hop 12/20/18 U C U ON CI- s N '0 Cn 3 Q XO U .O .O 0 m U Co 00 J Q s n� W 02 ITO EXISTING RIDGE EL = 115'-ci" 12 2.25 I- 4L EAVE EL = 8312'6" F 1 � J ____________ 1212 N ,/ NN I TO FL N, N, N N - z \ \� EL = 103'-3" N N N N J-77N N 1 / N N N N N N N N N N N N N N N �� r , N� N� NN —1 N ,� N N N N , N N N I- z , W , N N N N N N N N Q 0- 7 N N N N N N N N N N 1_ N / �J N N ,/ N al 0 N N N N N N ilu TO FL N NN N NN NV /N / / N`-ry EL = c14'-6" z z N N / / . < 0 n N \ \N n „/ / 00 J CL U n Q = J ` ' CO Q J (x) Q ilu TO FL Q EL = 85'-0 1/4" C> > TO FL e_41" r, EL = 76'-O" /���* 16 .,INE• ROSEN i :4 B-2428 4. .4-toAR Ci U ISSUE DATE S PROGRESS 2018-08-14 TOV RE3 2015-N-13 A REV. UTOV DRB 2018-10-04 SGALE: 1/4" = I'-O" PERMIT 2018-11-21 AL 01 . zi a.15 e 7:4 ep:ril 13450, t° X007 12/20/18 3 oci t Architect,fr+c. Beth Levine Architect,Inc. Somber 19,2013 u P.O.Box 1825 February 28,2016 Avon,CO 81620 Sgptember 13,2018 U (974}926-4993(1) (970)926-2993(F) LEAMAN RESIPI NCE `n cn E-mail: ,(,) °°(Ni co'° 7,8-- (Ng-- l9 Sunburstre N m 0U ,6 ,6 Yard,Colorado 81657 . g o 0 Zoning AnaI clareslysis J Q TwcrFaurily Primary/Secxmdirry ReAdential(PS)District t Armee: Q) Franc improvement I Aocaiiou Cxrtitiort ,l.ealamf I eclener 1 and Surveyor,03-18-13. & lip CO 57 Pauli An (acam) A ..143 B .111 C-1 .063 VAIL. , C-2 _O44l C-3 .01 Tow �8 t au>2a VA I L VALLEY 3RD FILING, LOT II .381 am t A 43,560 sq.WE==16,596 sq.R Allowed MCA: Area Pge Calculated CFA irri;‹ Area Allowed Sq.f• Sq.ft. SR-IL 1-10,000 x.46 10,000 4,600 10,000-15,000 A 38 5,000 1,5100 15,000-30„000 x.13 1,546 207 Total 16,596 6,707 40% 2,563 sq.11. 60% 3,844 sq.ft- Arra Area Calculation Summary An% Side"A'� Side it TOTAL sq.,ft NA NA PROJECT B... 1,100 807 1,907 VICINITY MAP ARCHITECT Q NASSIAT I w Main Floor 1,832 1,310 3,142 Upper Floor 1.250 L017 2.267 J - W NAI TONAL I OFEST 4,182 3,134 7,316 BETH LEVINE ARCHITECT, INC. 0 P.O. BOX 1825 I. ADD 40.5 SO. FT. GRFA AND SITE COVERAGE WHERE Over lti'height 521 72 593 THE BACK PATIO IS LOCATED. I- tl> 1 AVON, CO 81620 2. ADD/ MODIFY TWO WINDOWS. / W 0 TOWN OF WC BOUNDARYK (C17O) 226-4gg3 FAX (a7O) 026-2gg3 3. MOVE THE EXTERIOR BACK PATIO LIGHT. > I J $asecnent GRFA reduit,cxi CONTACT: BETH LEVINE 4. ADD A BATHROOM. EI /era perit r sunce are expo: ._. - - 5. CONVERT PART OF THE DINING ROOM INTO A Q n `� Total basement perimeter surf area: 2,810 sq.iL :+.ter .. 00 z _ BEDROOM. ap �_ Surface a exposed:l1,784 V STRUCTURAL 0 1, %�:63% _ (/� 11�1 RSA: CL 0 121 N I N S ,, DR �11 I N.G INX Q m Q M Total 1 rrrcr,t arm=1,907 sq.ft. •"`°` Tim-pacemagc expoacd x 63"0 a.r sa: GRFA= 1241 GRFA -`"'`r .., KRM CONSULTANTS, INC. > w Grp Reduction: ___----�`f=-� _ - - = J 600 sq.ft.per 1- =1,200 sq.ft. � - PO BOX 4572 G COVER Q Basement GRFA=1,201sq.ft.-1,200=1 sq.ft.GRFA • VAIL, GO 81658 > TS SURVEY CO J G1tfA Summary: Side"A" Side it TOTAL (070) g4c1- 131 I FAX (070) g4c1-1577 Q Basement 1 0 1 "" _ ENGINEER: TIM HENNUM A2.1 LOWER LEVEL PLAN C> > 1+1212 Floor 1,832 1,3111 3,142 41. 4al.FUNS A2.2 MAIN LEVEL PLAN . MAIN LEVEL SITE PLAN _ ft- . A23 UPPER LEVEL PLAN Upper.Floor 1,250 1,017 2,267 ® u 21 72 593 TOTAL; 3,604 2,399 6,10 � "' - r ` " SOIL/HAZARD A2.4 LOFT LEVEL PLAN __� ,..“, A2.5 ROOF PLAN � NINS Available GRFA: inn OF SUMINgt A3.I NORTH ELEVATION Allowable:6,707 sqIt A3.2 SOUTH ELEVATION Existing GRFA:6„003 ay.lit. HP = KUMAR A33 EAST ELEVATION Available: sq.ft.GRFA - A3.4 WEST ELEVATION 5020 COUNTY ROAD 154 GRFA used in 2014 011 side"A"=438 soq..fl. GLENWOOD SPRINGS, GO 81601 A4.I SECTION REMAINING GRFA AFTER 2014 ADDITION=266 SQ. FT. (070) 045-7088 FAX (070) 045-8454 A4.2 SECTION ENGINEER: DAVE YOUNG S STRUCTURAL Site Coverage: Allowable She Coverage: ZONING 16,596 sq.ft.x 211 3,319 sq.I �5ite � ZONE DISTRICT: TWO FAMILY RESIDENTIAL GRA VALUES ADDED GENERAL NOTES FRONT SET-BACK = 20'0" MATCH ALL EXISTING MATERIALS AND INainFlcxnrCiRFA: 3,142 sq.1L SIDE AND BACK SET-BACKS = 15'-O" 40.5 SOFT. IISSUE DATE Thiry roof covered that is over 4'0"deep: 127`q.ft PROGRESS 2018-08-14 STANDARD OF CONSTRUCTION UNLESS Total Site Coverage: 3,269 sq.It TOV DRB 2018-061-13 G OG \ NOTED OTHERWISE. I T COVERAGE X/ G 2. ALL DIMENSIONS ARE FRAMING UNLESS REV. TOV DRB 2015-10-04 Remaining Site Coverage: 50 sq.ft. J INTERNATIONAL RESIDENTIAL CODE NOTED. VERIFY ALL DIMENSIONS WITH PERMIT 2018-1 1-21 2015 VALUES THE ARCHITECT. 2016 PATIO ADDITION 3. DO NOT SCALE DRAWINGS. Landscape Area Required: 4. THE DRAWINGS, AND OTHER DOCUMENTS 60%nflnt �� ����G� 40.5 SO.FT. PREPARED BY BETH LEVINE ARCHITECT, AllowedHost: INC. FOR THIS PROJECT ARE 40%of lot �I INSTRUMENTS OF THE ARCHITECT'S (.40)x 16,596 96-_6,638 sq. OSA/w I N � GS OUT OOR L I GHT SERVICE FOR USE SOLELY WITH F�risting Harrdscape: RESPECT TO THIS PROJECT AND UNLESS Site Com =3,269 sq.ft. Driveway& Steps =1,440 sq.ft. EXISTING BUILDING DRAWINGS USED AS VALUES OTHERWISE PROVIDED IN WRITING, THE ARCHITECT SHALL BE DEEMED THE ""A"Patio D"Patio = 295 sq`It. BACKGROUNDS WITH PERMISSION SOLE AND EXCLUSIVE AUTHOR OF THESE -583 .sq. FROM THE OWNER NO LIGHTS ADDEDTOTAL DOCUMENTS AND SHALL RETAIN, New 1htrdscape added to"B"PaIio=l4O sq.It - WITHOUT LIMITATION, ALL COMMON LAW, STATUTORY AND OTHER REVERSED - RIGHTS, INCLUDING THE COPYRIGHT NEW 2018 ADDMON HEREOF. 49.5 SQ.FL SITE COVERAGE 49.5 SQ.IST CSA REMAINING SITE COVERAGE_0.5 SQ.FT RE AIMING GRFA =216:5 SQ.FT .5,4004;:f. i•re 11 z 'WI 12/20/18 s /26 eut ilittpedest al Y� s jc Q 8i• ..x 8286.5' I- ' 829 82. / (9290 I / tom, — ������ �� 8286.6 x , � Std • 09°4750" 500.62' �te�,� / ` L=85.60' .0'pines _:;, •. LC=85.50' , LCB=N 4726'12"W 828j 41ifri /����1\ / x8287.9' \ �� �� t opof st ubwall -"QM*yrs / -.IN 1\ QI Cb \ • / 8268.7' / ` , a� 8288.0'x Q e' planter ,\x 8287.4' Scale 1"=10' +,/ + a, ' / � ti 8288.3'x steps /+ ; /'• / �Sio 6292.0' �� / fenced utilities roof eave 78309.1' i, 1,6 '2� 0 5 10 15 20 25 30 +/ „..,+ AN4 / d ret ainingwall /+ � -'lue spru -trees x 8289.4' � / / x 8292.0' Address: 1998 E andW Sunburst Drive + .1 ate& 83010'x %°) Parcel C-3 • ....„ ♦��,e\ /1 � • 0.014 Acres steps Lot 18 `„� � ridgetop8319.6' �ej ill1.0'pins sQ / 2s, 'os,.i _ "�* t opof ret ainingwal e6e� ��Q �' O 8301.0' .',` / c• 2,,, . 8292.0' ..i /' 19 •• ret,10 ,__�. 8301.0'x ?`r garage x 8296.5' / \ ` slab 8290.0' L1 ,\ 8293.9' / ,a. / Aiiiiiiiiiiiiiiiil i r- ,,r -II ,‘ ...- / x 8301.0' C. Qy ���z ‹���6 / 0 eti , Q sie.����,� ry / _ x 8298.5' A''-`!r�� co 82 4'x x 8300.9' o m L6 170• .\e x s288.4' 0 L8 � < m \ oA '• 1 8301.0'x ^9 Di ,•/0,0 i / / -- •,,,,, / ,.kb.,�� /�. W1/2 duplex 6aoos'x ��+ �0`+ . .4'pines ti vt . 8302.5'x %A \ , • tonck �-part ywall A2- APi 8301.0'x 20 o1-oj �� aspens 1`- ‘4 \ / �'ry - • garage slab 8290.8' � aspens (Oi_i, O;�`�a upper level ParcelB deck �L11 L9 0rb co/ gApparent Encroachment • 8293 i Gj 5 W (overhang ont oParcelA) O / ^p / / II-101 linirt 1110/ R=aa000'oo" E1/2 duplex / 141P/1�� / sy. L=13.82' pin and cap's• ti P D� LC=s.80' / ►� LCB=N 47°35'09"W ParcelB / 1.0'pines / 0.111 Acres • / / 1,4 °-./ lr / / 5,L9`Sb / / 7S76, 9'F orb"-' n'��� / / �� 3� / X29. / / ^).4 / / .. ' , . ' ParcelA patio 7?5, / C.§35•�i pin and cap �' / / r\� ParcelC-2 ParcelA / / Improvement Location Certificate AND Topographic Survey 0.040 Acres / 0.148 Acres --,__, / / .�/" - Legal description: ret ainingwall 1� ParcelsA,B,C-1,C-2 and C-3,Duplex Plat,VailValley-ThirdFiling,A Resubdivision of ParcelA,ParcelB and ��5 / Common Parcel C,Lot 19, according to the plat recorded March 1, 1999,under Reception No.688249,Eagle County, (,o� ro / Colorado. Lot 2 o I hereby certify that this IMPROVEMENT LOCATION CERTIFICATE and Topographic Survey was prepared for Lee Leaman and S, S �%° Land Title Guarantee Co.,that it is not a land survey plat or improvement survey plat,and that it is not to be relied upon for the establishment v. v>.° ; a of fence,building,or otherfuture improvement lines. S' co "�0 6�'> , �9', �`' I further certify that the improvements on the above described parcel on this date,February 11,2016,exceptutility connections,are entirely within the boundaries of the parcelexcept as shown,that there are no encroachments upon the described premises by improvements on any adjoining premises,except as indicated,and that there are no apparent evidence of any easement crossing or burdening any part of saidparcel,exceptas noted..0064,60101$0,0,ParcelC-1 (at.• $23 . 3 0 t -I): 4 :a _ 0.068 Acres S 03: :a i'•,DZ•/l•/0�•�'of 1. 0 0 S�•'` Line Legend �••'••..,,q� A ..••`'� Id Bearing Distance "'•"�•�e� L1 S 47°35'09" E 5.90' Notes: L2 S 42°24'51" W 4.00' L3 S 47°35'09" E 9.00' 1) Recorded information and the legal description was provided by Land Title Guarantee Co.. Those easements listedon Commitment No. L4 N 42°24'51" E 4.00' 50035729-1 that lie within the subjectproperty and are described in a waythatallowsthemto be drawn,are shown on the drawing. L5 S 47°35'09" E 4.10' L6 N 42°24'51" E 6.30' 2)The contour interval is 1 foot. L7 S 47°35'09" E 1.40' 7 L8 S 42°24'51" W 23.35' 77 4)Elevations arebasedon a GPS observation. • L9 S 47°35'09" E 8.80' O0, L10 S 42°24'51" W 8.05' Rev.Feb 14,2016 L11 N 47°35'09"W 4.30' Note: According to Colorado law,you must commence any legal action basedupon any defect on this certificate within threeyears after you first discover such defect. In no eventmay any actionbasedupon any defect in this survey be commenced more thanten yearsfrom the dateof certification shownhereon. Leland Lechner PLS 30946 County Rd.356,BuenaVista,Co.81211 (719)395-9160 NOFk4 iii, jdi .15 %J len 01.6 12/20/18 _ N C rn N CD to O -0 OO z °' ,O s- C O N rn u a NO H Z E Q 'L a_ u_ H J 4) N D C (n 01 Z c O 4) O (N 2 L - c's 00 CrU m • J O (I) 0: > e ,%zi .4. p/ '. ,,: :49 Ras .$104® IDem.. eg„00 i7 U, 6@eimpaely k1/44$10 NO' 11/19/2018 I I— DWL. (N) CONC. WALLS TO (E) I 1I 7 - w/ #5 DWLS. x 24" EPDXIED I 1 L (N) T.O.W. = 85'—OY4 INTO 3/4"0x4" HOLES @ 12" O.C. 1r (N) T.O.F. = 81'-0Y4 11'-2" & (2) DWLS. IN FTG., TYP. 1 — �- / 71 I (N) EXTERIOR HEADERS ARE: L C--- 0 (3)-2x10's w/ (1)-2x6 1 TRIMMER Sc (1)-2x6 H KING STUD EA. SIDE, TYP. U U U ; UNLESS NOTED OTHERWISE rTl 85'-0Y4 (V.I.F.) 85'-0 1/4 T.O.W. = 83'-6 �F I _1JrJ lv T.O. (N) SLAB T.O. PLYWD T.O.F. = 79'-6 r � 7.-1 +6 m& I— —1:1 / ' U 1 •� i T.O.W. = 83'-6 1 (N) 4" CONCRETE SLAB ON 4" CLEAN (2 ,2k6 I �J I I _T.O., _ ��. '-6 GRAVEL BASE ON UNDISTURBED GRADE * I I II I I 1 OR COMPACTED STRUCTURAL FILL PER 11 6 + H � 8�5'—C 1/4 SOILS ENGINEER. REINFORCE SLAB w/ 5' II I ��1 � 1 T1.0. f LYWV 6x6—W1.4xW1.4 WELDED WIRE FABRIC 1 H1-1+ I I I THROUGHOUT. PROVIDE 1" DEEP SAWNII LI I r ] 9 7 r� 2x6 STUDS @ 16" O.C. w OR TOOLED CONTROL JOINTS @ 10'—O" II (24 / MAX. SPACING EA. WAY. II 0 I III Y2" PLYWD. OR OSB It CONTACT ENGINEER 94'76 I SHEATHING Hi TO REVIEW EXISTING gI co TO. PLYWD. _ -2" EXP. MAT'L, TYP. FRAMING CONDITION. a CONTACT ENGINEER (N) II DURING DEMOLITION Y2 s6x10 A.B.'s © 48" O.C. Hi (2) 2X6 TO REVIEW EXISTING IN CONT. TREATED 2x6 h' X BEAM r , CONC. SLAB PER PLAN r ■ _LIr i I ± ± L Js-1 1 1 T 1 t J t L,_ / t 1w SEE PLAN /` SEE PLAN di T.O.W. a T.O. SLAB L - - - E 2 —2x10 s eir,.,&tea t —(<, J s�s.�a.;:: ,opo I F� il EXISTING PATIO �\ H+ CO , 1 1 1_, (0 ---i m (1)—#5 CONT. HORIZ. @ MID—HT. T I 1 .�/ T I L_I #5 DWLS x i I I J 4" 4" @ 48" 0.C. 5' 1-1 — __� 11 HI "� 6 (E) 16" �JI �5's 16" O. . I I+ (2)—#5's CONT. HORIZ. TOP & BOT. — — �_ SEE PLAN " _- -[ — —I I— —I — — - - -I- 4 — — — 4 — I L � . . — . . — . . — . . — . . — . . � i i __-—II)-i —�L L L L �r--�_� 2—E_-L— _i—i L T.O.F. L _0 L — _ — L -1 _I _L — L —I— _L — L10 — NORTH - designed by TDH NORTH drawn by(1C) STW 4" 8" 4" FOUNDATION PLAN SCALE: 1 /4" = 1 '-0" UPPER FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '-0" checke issuedd by MTN PLAN NOTES FOR NEW FOUNDATION: PLAN NOTES FOR NEW FRAMING: 1'-4" 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W.=TOP OF CONCRETE 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ WALL & T.O.F.=TOP OF CONCRETE FOOTING. THESE ELEVATIONS RELATE TO 100'-0 AS A DATUM AT THE EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e PERMIT 11 /19/2018 MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: El 9 SCALE: 3/4" = 1'-0" SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 2. NEW TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 2. 0 ALL POSTS ARE LABELED AT THE TOP. 3. NEW CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS 3. "a " INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. NOTED OTHERWISE. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ORDERING STRUCTURAL ELEMENTS (INCLUDING LEAD TIME) TO ADHERE WITH THE 4. NEW CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 16" WIDE SCHEDULE OF PROJECT. UNLESS NOTED OTHERWISE.. 5. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). 5. NEW POSTS FROM ABOVE ARE INDICATED: ® 6. ROOF LIVE LOAD = 80PSF FLOOR LIVE LOAD = 40PSF 6. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED sheet THUS ( ). 7. DO NOT SCALE DRAWINGS. 1 8. SOIL BRG. CAPACITY = 1,500 (ASSUMED). FIELD VERIFY DURING EXCAVATION. ) JOB #1811 - 12