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B18-0469_Approved Plans_1545065521.pdf
iti.lti CFI, "„:174.04.44. 446t.:15 M. :SCRIPTION FOR ENTIRE NORTHWOODS PROPERTY a215.a'z ''� SEWER MANHOLE �''�r~-' � •� ������� TRACT B, VAIL VILLAGE SEVENTH F,LING, A SUBDIVISION RECORC3ElJ UNDER RECEPTION NZIMBER 102730, RIM EL. = $214.1' AP CASE 2, IN DRAWER V, 4F THE EAGLE COUNTY, COLORADO, CLERK AND RECORDER'S RECPRDS, SAID INV. a. 8202.50 8 12/17/18 RACT B BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: a _8231+.8'4i 18" C.A.P. _ O - �] $243.8'��y - � AT THE MOST WESTERLY CORNER OF SAID TRACT B; THENCE S 79'20'05" E 1244.17 FEET ALONG [_ ''�~ '`,--c-- ERLY BOUNDARY OF SAID TRACT B TO THE TRUE POINT OF BEGINNING, THENCE THE FOLLOWING TWO ' LONG SAID SOUTHERLY BOUNDARY: (1) 5 79'20'05" E 135.11 FEET; (2) N 89'42'37" E 515.00 FEET Jr y - 02'12'4D" W 342.21 FEET; THENCE N 81'50'55" E 57.11 FEEL THENCE N 14'51'38" E 49.15 FEET; $713.2' s• ' ... `+ A CURVE TO THE LEFT WITH A C5711 ANGLE OF 38'3b'42", A RADIUS OF 112.00 FEET, - te. 28 FEET ALONG - sIGN f� • .\ ' [f 3RD WHICH BEARS N 04'23'43" W 73.87 FEET; THENCE N 23'39'04' W 22.07 FEET TOA POINT ON THE 1�� r- -- ~ ' RIGHT-OF-WAY LINE OF VAIL VALLEY DRIVE; THENCE S 66'20`56 W 240.00 FEET ALONG SAID SOUTHERLY +a214.6' +I I HT-oF-WAY LINE 261.32 FEET ALONG A CURVE TO �� 821Z.s'r_.-'�.,. 9215.a';. ` - WAY LINE; THENCE CONTINUING ALONG SAID SOUTHERLY R G WITH A CENTRAL ANGLE OF 28'31'10 A RADIUS OF 525.00 FEET, AND A CHORD WHICH BEARS S 80'36'31" W -38�3�'42�� SOUTHERLY RIGHT-OF-WAY LINE, S 06'20'56" W 160.89 FEET; THENCE N 87'30'35" W :T; THENCE DEPARTING SAID -r~ i THENCE S 70'35'13" W 41.50 FEET; THENCE N 82'25'03" W 80,00 FEET; THENCE N 34'51']5" W 33.67 FEET; �� -~ GAry ""w �y = � i l R� .�0y 01'19'57" W 197.45 FEET TO THE TRUE POINT OF BEGINNING CONTAINING 216,558 SQUARE FEET OR 4.972 ACRES, 22-_r' .. ' �P••,,,,' 0 . ;; • 1 ELEC. MH .,. ". .00 $ ." :' y L=75.28' .ESS. �. $215.2' PHONE PED. � ...''r r 1 CONDOMINIUMS, BUILDINGS F1 AND F2, f • " +. �[. •�FfR F ' 1 {, ; LC=73.87' AND FOURTH SUPPLEMENTAL CONDOMINIUM MAP OF NORTHWOOL)5 C1 , a2,2.°' U DECEMBER 13, 1979, IN BOOK 295 AT PAGE 902, CLERK AND RECORDER'S OFFICE, EAGLE COUNTY, COLORADO) I 1 - 3 � '�j� rVALVE 1 ► 1 ; B215,6� SEWER MANHOLE APPRax. LOCATION 1 CB=S 04'23'431' E RIM EL. 8211.7' -,...,-,.`"".?0� o ! \ OI? '2 FiOI Y CE1£C 1 s r.. • ❑O 53) •1 1 i - T: 1=28°31 ' O'_ r J - � '� 8218.1 s U 00 O, O, R=525.00' g21 '_ ,� -, Co EDGE PAVEMENT +• L=261 .32' _ ATEA y o r _ :'''''''.....................1.- . ALVF�1" ' B B OTA BLOCK �, m U N N",,,,:., LC=258.63' I 921 - O O`�E3 N LJ0a363 1 E e--'- y, e�� ° ti1 iSPNALT r 1��-' :yen ",� _etA r Q"' F _ �- ;w 72" DRIVE �i WER MANHOLE 8210,(}' •' - 1Z ¢= r J RIM EL - 8208.7' Y 8209.4' - - - i w°'s n�_ _PFr � 42 .B216.9 i r ^ ROCK LVED DITCH _ti,____ �~ ~} „ w -- - 8208.1' _..._w_--- �_ ,i7,214a49�" .a • r --- PHONE,...‘ F _ -- -- ! -yam._• •tj y r 6URIE11 WATER n� `.8207.8' STORM GRATE 62[]8-8'r^ �rae:Z i " "" �LG C� ELEC. MH. LINE 4(1 X' rr CO PERI _ _� �A ___.. ." .w r .- 4 GARAGE SLAB V • 1/ 8217.4' ?I TIL: EL.-8214.2' `.^ �t•.- . . _ w PED. $217.1' "� .. BELOW)., asi �' , SLAW LINE { ! �' �'/-... :814 . y ,� SIGN • 15E'AEf MANHOLE C7 �t r 8217 ~ 8210,0' 1&02' r IM EL. - 8211.0' I' ry •r' E B' 8210.0' s ,� - ' '. DR VE ' • mak,' Y ACCESS EASEMENT I II I 8210.8"' / - J_ �y/ IELEC. VAULT OZZ9 •, 8$24.2' �/ PAD 277.5' r SCALE: 1 " •- 30' v I ?1 1(BUR1ED) ti N. 8217.9' ,, ---....+8210.9' a213.o' t. '�j EASEMENT LINE DATA 1 (ON WALL) 411p _••t, III ! • j. r E d F TOPOGRAPHY: 5/1 8/98 a. POST 1; 0 `t WER MANHO7--'-.* • . �: ' i ' LINE BEARING DISTANCE 1+ ` RIM EL. 8212.$' k: I i ELEC. TRANS. $211.7' 18 00' t PAfh` �' ' ',. •r r (TPP.] } ;z { .a- l g ,w r>. ." ae ,(FLO.6' •/ ' L8 S 14'Si'3$'' W 32.42' ■ E CONC. ::• ..:, .� `ma y: ::k rn rr / L9 46'50'43" W 23.11' CCI xr ,; r; GAS SEWER MANHOLE v' r � SLAB : i METER RIM EL. _ 8223.8' _ Q] 1 I APPROX. LOCATED NV. I r ' . r;w +ai W '''''',•••,:::,..:7.. .t.:,.!w00 I 1 I HOLY CROSS ELEC. EL. n 4215.0' ASSOC. EASEi.SENT INLET 5 s ry."' - 12" � rrrrr� L1 G S 4B'�D'42" 96.00' GARAGE SLAB 4 I 1 (BOOK 285, PAGE 253) $2t9.2'.r I-31.59'O5" 1 11 5 43'09'17:: E 18.65' rLEV-- ELow' i 1 1 8222.5' l "' / R 31'59'' L12 N 87 47'21 E 6CJ.29' (E3ELOW) CQ f 1 I 8223.8' ' rrr �� L-55.39' E n n Fes{ 8223.0' WATER VALVE (TPP.) 12" k r LC=54,88' U II P � V S L1 E L N ��T E � 4 �r � AV/ WALKWAY •?.t_ '1, r � CE3=S 3E3'Si'f," W i SPEED Ola ___I J L 8220.4' ; rr CONDOMINIUMS ' ` LL. Y4,{ (FLaWUNF) �1 wFAII, I LLL �1 �' rV� (0 BUILDING OUTLINE-� _`�ys LLL. tLt]►14IIVE] 5220.5' ' 1fy (TY�.) LL. BOUNDARY LINE TABLE Cn Lf) d , r� LL` - E O a } .,= VENT LL. / $221 3' �� �A� (BOOK 243,CROSS EMENT PAGE 809) LINE LINE BEARING DISTANCE Cr) co 0 I 8233.6' 1LLLL /; Li S 34'51 '15" E 33.67' I\ 11F*141111,,_ LLL.LLLL • azza.+' -' I:iOMJNE) w:% ti- �+ L2S 8 '25'03" E 8 .00' I 0w i i SEWER 1MANHD 3E LLL° t? LLL LLLL ;;.: `' J [ RIM EL. = 8233.1' LLLLLL LL. " l ROCK UNED L3 N 70°36'13" L 4�1 .50' a., LLLLLL � LL ''''..:1, ;2„ r 8221.. r DITCH $OUTLINE 4F BUILDING o-: ,"`:.,:,...-., LLLLL LLL LLLL * 42 CURTER (j) L4 S87'30'35" E FJ4.1 6r �/ ,.., - LLLLL LLLLLLLLL► _ LLLLL �..�,�� LLLIFLLL // �' L5 S �3��04` E 2.0�• Q CO �' :r,,.',.. .,1.. „: LLLLL LLLL FENCE (TPP.} / tfLQulRlrvEy :., LLLL �,, . p W 49.15' 11144,4 �� :a x'°"M "'"" _`.r.l o•,� LLLLL LLLLL POOL `' -� LLLLL �., .� i'i y° ( N L6 S 14'51 '38" = LJ O _, "'rl''� LLLLL `"^ �� LLLLL •s� 4• r BOULDER TPP.] _-.i L7 S 81'50'55" 1IU 57.11 J OROU• 4F r '� - LLLL GROUP 4F + VERGREEN f � �;.. L ` -.. LL `,„...,.• / 4223.1'+yi<e,/°"" N - Q yTREESE f . .•,•:...�..:.., _ TREES sr. a� r: �� -Y _LLLLL LLLL LL} ''- r � J N / Q •k 8240.a' - 8233.8' .9 r I.L .�' -...,..h ..+ I :. ..# LLri LLLLL LL 228.3' FLowWNE) 0, L12 p LLI_ `r LLL LLLLL 3' "� O i ---------------- ------- _--- ____ :.s s. ►� J224. - PAT F TRACT B . _ PATH .F•._ ;.a.; ., „• 822Es.a• SPEED DIP - ^- - fir..>: A ` A .. . �'' :876.9' / ~ 7 U s-1:°;41 0 0 - C -1 ^ �{r £. .� y S. iso,., 0 - ^ ^ _ w '• .. • FIRE HYDRANT f ;J rr� �,��-fi•r / 0 `.'i1226.9' ) 4" 44 ii �yt ''.,t * :. RET. WALL �;� r O J • RT OF TRACT B ``- - - -- • i c1.1 - F/� i :s , •' B 6'y(."'g 2 SURiER ELEC. Q U7. �VL ' i .. ^ -`L `; ';''' �. . UNE 10 N • i:' 6_ w LL :k.:,.::..::].1,),".:229.9' L1GWT PAST (TIP.] 1''� Lrs nor � � • LL• :228.9' """" r +a 0(f) �[; LLL, 8245.8'+ w Nr., 8227.9' 8227.2' '' �� N 07 �_WATER LLL BURIED CATV ,....-;=-...._._ err •" '' .9228.6' :X8229.2' -__ ___ _ i -• 8 r7.- L,NE LL: GARAGE SLAP i :'. 5y , WATER MANHOLE�� 1- EL. $230.3' UNE $234 r �� !r $23(7.2`? GENERAL NOTES: O 92x8.8' rr ' •• 0 L__ CATV PEp. "� \ • ' I r 1 PAVER (BELOW) X8229.8' ' q ,1 ��'-' ,' ^--- • UN€SAT AN EVE REEK TREE (WITH TRUNK DIAMETER .OIL 0 9 5.2' LLL , .� �t_--- 8230.8" RG WALKWAY v1tr + * s • L r -,4 ::°^l 8229-5' AR R TREES} Cl-L t I ' LLL ..... ...... x o• •'..GARAGE SLAB) " } 5 HL230.2 *3 1__ -- F... LLLLL- i -1, �' l ;. < , �+ :Ri2,PciAli2311;1.1c.::,,8_,P �" ��`.i W l LL LLL LLL + b ;i. EL.= 8EL0 21 }' :'� ; `` i,,,40::\ . �t ARRA '< - ^!� LL LLLLLLLLLcL ( y� INDICATES A DECIDUOUS TREE (r)$a48.a' p� :i_,. tti k + 8x31.?' v / 5 3 8240 6.- i , ++ O f *924-7.fl' 4 ' `, �, -_� Sza3T - BUILDINGDUTLfNESASSHOWNHEREONAREFDRGENERAL LOCATIONPURPOSESONLY,/ �� ' if •, ` ', 'ti ° MORE DETAILED INFORMATION SHOULD BE bBTAINE❑ PRIOR TD DESIGN DR CONSTRUCTIdNO za ���� � "'• OF FEATURES UPON QR ADJOINING STRUCTURES. O ° :� � 4 . N'e" LLL '''41111 LA � LLL UTILITY LOCATIONS SHOWN HEREOiJ WERE FIELD LOCATE❑ 6Y THEIR Z/ `A�\�� , -41.4...".11.1"-- r+ _ ULLLL RESPECTIVE COMPANIES. PEAK LAND SURVEYING, INC. ASSUMES ND w 4114ivitt.. Y ` �5�� LL (s5' MA-) RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN 4R a -. v' .:r..',.- FOR ADDITIONAL UTILITIES NOT SHOWN. ALL UTILITY LOCATIONS SHOULD • ROCK GARDEN __ ; '' Y' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. s 8258.1 ,., WS' NA.) y..f 0WOOD STEPS r,_ � �O�O�� �a=. RECORQ DOCUMENTS UTILIZED IN PREPARATION DF THIS SURVEY WERE PROvIQI D . -41 1 �: 09Z8 a o BY LANA] TITLE GUARANTEE co. ORDER Na. V259��a�2, DATED OCTOBER 17, 19x7. (vi:- (-- ''.÷4:•:•::,.;....r..7. � Y CORNER OF • :rri' VILLAGE SEVENTH FILING =2ti2- 1 GABIAN WALL �;�}; r''. y {Tw.] _...-'4.....::--- ..v..... - -- [7 ' O NOTICE: INE•., '3r �`;� a ■ + 10:Q061361-0- Q :0.0011000()• : + ACCORDING TD COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION � �': Y��� �' a o o _s s o a8-24.2$ • ; . _ j► Of7 {PC3O C] Dfl QDC3D 0. C} dIk 6ASE0 UPON ANY i}EFECT IN THIS SURVEY WITHIN THREE YEARS AFTER , ROSEN 20'p5' _ ar••1 Fi:Li� - 8267.2' .ar:}?�:?ti:r• =A LS n d Lt p ...- A r w IV r�`14.�7' �``�� :...•.vr:xr.. ❑� • g ,.- .4 r,• LLLLL ` • * ^ �• O y p O R : w YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION 0 -ie: LLLLLLL- �y ,1,�r�1,1 ..,.:-' '' ` O BASED UPON ANY DEFECT iN THIS SURVEY BE COMMENCED MORE THAN e V~ 'r r; ,"'•. O OILLLI 1 I L �/�� rte❑ TEN YEARS FRO�A THE DATE DF THE CERTIFICATION SItnWN HEREON, /lls+ p��` ti : LPAV£RSLL •� '` EO ARS LLLL L. ��,: TRUE POINT OF BEGINNING N9920' . „ •1 ,. FOUND A No. 5 REBAR WITH �� 20'p5': ALUM. CAP L.S. No, 2568 1 � dZ � ___...•••••••••••••...--....... -_ ISSUE DATE �`` `~--- S 89"42'37" W - 5 5.00' J SURVEYOR'S CERTIFICATE PROGRESS 2018-02-15 WOOD TRELLIS FOUND No. 4 REBAR WITH ALUM. CAP �"`� FOUND No. 4 REBAR WITH WASHER AND A PLAIN No. 5 REBAR ANDA PLAIN No. 6 REBAR I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS 17F PROGRESS 20 -02 2 ~~�-�.-`1 THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS PROGRESS 2018-04-12 �� MCORRADE ECBYT METO ANDTHE8E5 UNDER MY SUF:OERVISIONWLEDGE., AND THAT THE MAP IS ACCURATE AND NWA R-I 2018-04-18 _ _ `^ t REV NWA R I 2018-08-01 i , [DATE: Ir r� - REV NWA R-1 2018-01-II CENTERLINE --..-,_ rJ_�{ r" .T 81005 PROGRESS 2018-01-1c1 OF TRAIL a '•,, +G P.L.S. 27598 o & ON BEHALF OF PERMIT 2018-10-10 (UNPLATTED) "'' a"I'EAK LAND SURVEYING, INC. SOT ALLOA 3054 ARE LOGAT=_D TOPOGRAPHIC MAP T- S-AD= r) � NORTHWOODS CONDOMINIUMS A PART OF TRACT B, VAIL VILLAGE c.) T • SEVENTH FILING TOWN OF VAIL, EAGLE COUNTY, COLORADO e INC, __ A I ........, INC. ANTS, INC. I I _ 30101i ~DRAWN: JF REVIEWED: BB SHEET 570T DATE: 06/05/98 PLC JOB#: 570 10--476-8616 IIL, CO 51657 „„._........_<,,. 0 OF„, z,.;sh .,. ,...... Q07. 12/17/18 ( 1 ) ( 1 ) ( 12 ; ( 14 ) ( 5 ) ( 6 ) ( 17 ) 13'-3' 8'-0” 15-4" I6-8" 13'-0" 5-0' 15-4' IV I U C U I 4 3/4" 6 3/4" s N ,0cn r) 0- 12'-2" 8'-21/2" 15-10" / 00 a 0-8' I 5 1/2" q 1/2' i 6 3/4" 8 1/4" Q XO Q 31-0 3/4" 3'-8" 3'-8" 4'-3 1/4" 3'-4" , 1'-3" , 3'-4" 3'-4 3/4" 2-0" 3'-2 1/2" / 3'-0 1/2" 3'-3 I/8" / 3'-4 I/8" 5'-1 41/256" O O / Q O 5 1 t t 1 .E o / _ _ _ „m _ _ _ . ! 1 . A ., N cci 1 /., - 1 6ak ... v ® \\ - _ BATH 2 EXISTING iso j 0 COzo K / m 0 I\ 0 \ / ;,- BEDROOM #I 4 3/4" BEDROOM 4*2 BEDROOM 4*3 DI II'-1 1/4" 12' 2" / 4'-5 4 3/° ' 15'-I0" / 1 1 - // m // ♦yb 3/4" m m / b'-4 1/2" 2'-II 1/2" 2-3 1/4" 61-3 1/4" 5-10 3/4" m CL • / 5'-I 7 n yf . ELIMINATE WINE "' `�% �� STORAGE UNDER N m -5" '�'�� U STAIRS m 1 o Alw 2-O" / �� PP / v b'-4 3/4" 75' 2 I/ " o — 6 3/4" 3'-0" y 5'-II" y _J / ..,.., 7_11 71/IW zt ' ;n \ ?, pr,�,,. z\\\ NEW FIRE SURROUND, `/ J O Y/ y m rr REMOVE ALL EXISTING Q GL I, / 1 � / ��� STONE, EXISTING BOX TO (NLr 0 CY) / // _ _ _ �� REMAIN 01 r' / . BATH #I O �n 0 UP �� 3�4" fi NEW WIDER OPENING OL')N D-A w 11" '' 8 3'-0 1/4" 3'4 1/4" 4'-• I/2 1'-2 1/2" 2" �t 4'-10 3/4' BI-PASS DOOR FOR NEW Q / •✓/ �1 4 / / m / k� 3/4' // o / SKI STORAGE � CO j /�� .� .� _ `t c. n' :9 CLOSET Cl) in OIn I- iiail I qi I I � � rMI — —l� �l W N II II CL MIT_., Z Q ,„ \ 1 \ } rY >_, 0 5'-5" Q O/ I Q - Gi.2 /" z o U EXISTING (,-) O s Q / GEL STAIN CABINETS U H - - - - - - - - - - � - - - - - - - - F — — — _ — H O 0 (2) 3'-0" BI-PASS DOORS NEW SIN LE DOOR � �- 0 1 ( 0 REMOVE DOOR AND I = DRYWALL TO CEILING TOI- CREATE AS OPEN OF ' NOTES (Cr)OPENING AS POSSIBLE E•t' I FAL O 0 , I. BATHROOMS #I-#3 TO HAVE ONLY FAUCETS $ HARD RE REPLACED NEW FRAME CONSTRUCTION . ALL FIXTURES TILE/SLABS TO REMAIN. EXISTING GONSTRUGTI O1V 3.2. CARPET RUNNEREMAINING FLOOR SURFACES TO BE WOOD, I NGLUD I N� STAIRS. (G) TO REMAIN 4. NEV IRON CONTINUOUS HAND RAILING. ,��,�F CD�D� EXISTING CONSTRUCTION TO BE REMOVED /`/ / EVINE•ROSEN • * 8-2428 THIW� LEVEL ELAS e-F�s � �~ çk '. ID ARO► SCALE: I/4" = I'-O" NORTH ISSUE DATE PROGRESS 2015-02-15 PROGRESS 2015-02-25 PROGRESS 2015-04-12 NWA R-I 2015-04-IS REV NM R-I 2018-06-01 REV NWA R-I 2018-01-11 PROGRESS 2018-04-I4 PERMIT 2018-10-10 A2J °F I/4 tigh .15 eic N. tp Q07 12/17/18 ( 9 ) ( 0 ) ( 1 ) ( 12 ) ( 14 ) ( 5 ) ( 6 ) ( 17 ) 13'-3' 8'-0" 15-4" f I6-8" 13'-0" 5-0' 15-4' 0 12, U C ENCLOSE IQ SQUARE FEET EXTEND DECK 1'-0" FROM NEW WALL ITH OPEN DROPPED DRYWALL F LIMITED COMMON STUCCO NORTHWOO S STANDARD CEILING ABOVE K TGHEN j O OP AGE DOOR SI E WINDOW UP TO ROOF STRU TUBE _� O = SN -OM "' Q 8O .o .o N m u o o IVE 1�r 1 GK > O > o- o- co plairimm•Iffrilml•mmm � = I1 - i c Q a�� REF 1 IG Say 6-(6‘/9 O o :11 �, rn II 1 7-35/64 12'-2" 12-2 II L � � s„ TIF 1 1 '-� I J 0 DINING R••M K KITG N i II _ _ _k - - - -1 H / u z I >III II I � 1 BEDROOM 4*4 BEDROOM 4*5 / I2121 _ Iii NONE OF THE Provide smoke and CO detectors k 6'-9I/2" 3'-03/4 �2-33/4W " ' " III NEKITCHEN REMOVED WALLS throughout existing per ode CABINETS INVOLVE THE 0 H APPLIANCES STRUCTURE, THE p STRUCTURE IS STEEL / I c 00 COLUMNS AND STEEL L J BEAMS. PLEASE U / REFERENCE THE ' .� .� .� .i .� �; STRUCTURAL NEW FIRE SURROUND GA DRAWINGS AS I / i FIREBOX. REMOVE ALL ADDRESSING EXISTING STONE. / $STH - SKI ROIOMr - - __ NOTHING NEEDED —'J �S ►�I� id o �, / 31/2 % :9, 0 CY) i ' 7 -. U IIII III L Q riil r Pt 1I -� • • �► II - LIVING RO•M N �/ 1 Ir 1 SMI �:� _ _ ,� DN A O —J � Lo 5'-6 1/32"- 6'-q I/2" 5'-�i I/4" 6' ' 3/4" I '-5 3/4" 1T-3 12" = — �\ BATH #4 jt'k , ��_ \ 4 W m Cn =I V _i [r_i_ip] V - 1 IC / M. 1 I :in \—_ ( 1— 1 rj 0 II III GL GL 1 I /IP 4? cL _ Q . > 12L _ _ __ * - z Q / 3' 2 1/4" UP' `� _1 O � O O ...! o > O G1.2 �� / z O U EXISTING ( ) O 0 U Q H - - - - - - - - - - - - - H - - . H O U, / CI IN NEW CABINETS INSTEAD OF NEW BI-PASS DOORS O DRYWALL FRAMED CLOS TS Q O/ > / 4 = Cn o E`r G I�IERAL NOTES ° O NEW FRAME CONSTRUCTION I. BA HROOMS #4-#6 TO HAVE ONLY FAUCETS 6 HARDWARE REPLACED. ALL FIXTURES TILE/SLABS TO REMAIN. 2. REMAINING FLOOR_SURFACES T WOOD, IAIr<LUPW IRSr . CG 1 EXISTING CONSTRUCTION 3. GA PET RUNNER ON STAIRS. TO REMAIN 4. NE IRON CONTINUOUS HAND RAILING. ��.�� C�tO 5. NE k IRON GUARD RAILING. :1, `� 71' EXISTING CONSTRUCTION TO BE REMOVED *��INE•ROSEN B-2428 OURT LEVEL ELAN �,c4s it �`�s) C SCALE: I/4" = I'-O" NORTH PLAIN ISSUE DATE PROGRESS 2015-02-15 PROGRESS 2015-02-25 PROGRESS 2015-04-12 NWA R-I 2015-04-IS REV NM R-I 2018-06-01 REV NM R-I 2015-01-11 PROGRESS 2018-01-19 PERMIT 2015-10-10 SREV.PERMIT 2015-10-17 A2 . 2 ,4,04° °F d•4. 4)) 12/17/18 ( 9 ) ( 0 ) ( 1 ) ( 12 ; ( 14 ) ( 5 ) ( 6 ) ( 17 ) 13'-3' 8'-0" 15-4' I6'-8' 13'-0' 5-0' 15-4' 0 ViVU C u Lo ON E " 7 o o Q 8O ,o ,o N co PI- -� o o oJ i1 Jr -\\\\ s / I- H \ \ 0 0 < — rn 0 1 K 7 / I > / OPEN KITCHEN 12121 / ■ CEILING TO ROOF / 00/ U / d- / . c o 4 n0,-) / N ED O � O J Lu V J / II > ,c, 11 11cn °0 T J O /BEDROOM #7 Q / / Q ry I I Ieij � I --k � > O O O Q / n > U 1 V / o U I I I 1 I I (f) Oo� Q H H 0 I/ I— n P H Q 0 I0 = / 1_ REMODEL ENTIRE B ' Hj?OOM *1 _ o I a C/) BATHROOM FIXTURES, O FAUCETS 4 FINISHES 0 / O (Pc Coich '',/ /',, ., * * I INE-ROSEN KE`r !� B-2428 6 L69 i //////////////////////////I NEV FRAME CONSTRUCTION C4 A21 .3 SCALE: 1/4" = I'-O" NORTH PLAIN EXISTING CONSTRUCTION TO REMAIN ISSUE DATE — • EXISTINGTOBE REMOVECONSTRUCTIOND PROGRESS 2018-02-15 PROGRESS 2018-02-28 PROGRESS 2018-04-I2 NWA R-I 2018-04-18 GENERAL. NOTES REV NMA R-I 2018-O6-01 - REV NWA R-I 2018-01-II PROGRESS 2015-09-19 I. IN BATHROOM #7, REMODEL ALL FIXTURES, FAUCETS 4 SURFACE PERMIT 2018-10-10 MATERIALS. 2. CARPET BEDROOM #7 4 SPIRAL STAIRS 3. REMOVE ALL MIRRORS 4 RETEXTURE ALL DRYWALL 1 A2 . S qz$A0,40;:e. . k I* f.' 12/17/18 U C \ �\ �\ �\ �\ �\ / \ / \ / \ U ( 8 ) ( 9 ) ( 10 ) ( 11 ) ( 12 ) ( 14 ) ( 15 ) ( 16 ) ( 17 ) 0 Ln o ET U °O °O N co co 13-3 8-0 15-4 16-8 13-0 5-0 15-4 I I I I N m 0 0 0 ® 28O o a) Q s c m L J AREA OF NEW ROOF 1 L NE N —� / \ L irr.)‹ 1 IL \ \ /� //co I I / \\\\\ 73 / / / \ \\ in\ / / \ y 0/ / �1 / III / / K -1- 7 / / 11 ,/ / 11 O / // I1� — � n co / / 0 A' , / 0 0 / / 11 I i 1 L � � Cl) n co _ J n / / / - J 1 1 \ 1 / � J Q // � - 1 \I\ \ 1 /�/ 1 — > FY O N i) 0 , n 0 (---1 // // // \ -\ H �� 1 11 �\ / II — J N n > / / // H I I- T 11 \ / 11 1� / / 0 J / / / � — � I\ //� L L - - J b 1 —1 ' - - - L q LE— — — J C� OU Q O % N H N ll11 n ///( H N 1 1 I— 0 / \ �\-1- - < O /// ______ _ _ _ _I 1_ _1 L _1 L LI 1_ _1 L L • _I I_ _I 11_ 7 \\ '`� / I \ /� �/// 1 I rY // ( I l \\� /-1�\ //� 1 1 O \ G 1.2 / NNN �_ 7// 1 I O / / EXISTIN6 I 0 1- _I I 1 41 • , / e 43 (---- / ,, /)‘'4,,, ., . - • 4) INE ROSEN B-2428 _=----i--_N, • SED ARO 0./ ISSUE DATE �"� / PROGRESS 2015-02-15 PROGRESS 2018-02-28 PROGRESS 2018-04-12 NWA R-I 2018-04-18 / F RO P O S E i NW REV A R-I 2015-05-01 irrJ REV NWA R-I 2018-07-II eel OO ELAN ///%////////////////4 NEW FRAME CONSTRUCTION PROGRESS 2015-0c1-161PERMIT 2015-10-10 / SCALE: 1/4" = 1'-O" PLAN EXISTINS CONSTRUCTION TOREMAIN NORTH / EXISTING CONSTRUCTION TO BE REMOVED / A24.L Z EC 17i Z 12/17/18 18 • 16 • 14 El -6) I_A F d______ _______ _____ u — - — -T- --- Lj LJ Y ) ,M11111.1111111111111MIMINMIIMIMINIUM101111.11111=11.11111I _ _ _ ___ ___ _ _ ___ ___ _ _ ___ ___ _ _ ___ ___ _ _ ___ c — U - - - — — _— - - - - -— — — — _— — — _— _ - — -— — O 1 1 i I I T I I i I I T 1 1 I T 1 I I ' L.L _ ______ ______ ________ -_— _ _—= S '—xX . C- ,-OO 0' 0' i.iui XO \O `O y N Y S Ca U U &I � Xx ,;0 O O III I I ■■■ _c Q NEW GUARD RAILING, (L)_x MATCH EXISTING, 42" - _- _- _- - - _- - - _- - - _- - - _- - - _- _- TALL, 4" SPACING nn ` BETWEEN MAXIMUM I x X ENLARGED DECK i A EXTEND ROOF IN MATCH EXISTING FRONT OF DECK , A WOOD SIDING 1 llannol illirrA L 1 r iii FIFTH FLOOR m 1� _ 87' - 4" - - ,� = - - - - %% am i• ililii_ I E-Imo: 1-mEm ai° - - - - - - - - _r, r. . l - - iii �. m "1:1- 1111111 _1 _ „ ,_ _1 1n l1 1 2 ) 1 . ,_ I I i U 1 _FOURTH FLOOR nl Y 1 _1 .1_ _ . _ u I I U II' - 6" X EXTEND DECK' n 1�_0" fN FRONT EXISTING , OF STUCCO STUCCO . Pn CO - - O � xxx �I a o O J W • YXx > I- )1: n co O x - T — Q i n x r � / J THIRD FLOOR n rY - Q rY 67' - 8" - O �x - - _ - - , _ - �. - - - O 0 Q J l - Zn > n _ / 0 z x (r)x = - co Q • Y O z 11 1 111111 111111111MM = O 1Qx 1 ill 11 _ 01-ik SECOND FLOOR �_ XIIIMIMI - �� I- Ox 11 • Y xXx } C 1 �Q��pF CO�p9' � ''a r' .,•,, •, _ • X ,, INE ROSEN Jr ���: � �:� _ B-2428 ff• =- e FIRST FLOOR Li - 1 •_:.•_�1�=_ �• /� eQ G ISSUE DATE PROGRESS 2018-02-15 PROGRESS 2018-02-28 PROGRESS 2015-04-12 NWA R-I 2018-04-18 REV NWA R-I 2018-OS-01 REV NWA R-I 2018-01-II PROGRESS 2018-0G-19 PERMIT 2018-IO-IO EDNOST# 4 ELEVATION A3. SCALE: 1/4" = I'-O" ASH z 17i z lgor X07 12/17/18 0 0 0 0 0 =_ '-,=_'-, U -_ - _ 0" 0" `r:�_ � < 608 \0 `6 1 N o 0 _ ter=0" E 0 0 0 `EaM;`1 EXTEND ROOF IN s - � FRONT OF DECK, N X X X MATCH EXISTING r(1 �r '0OVERHANG �� ` -DIMENSIONS iiiKii ti”'�Wti” EQ 1� 1 ti I• kik, - '=_- J ter- = 1V =;`= rril 1 A X . X . ` i / EG Jr -~`r�+� '� U X X I , - A. �� a����� ENLARGED DECK - , ��� MATCH EXISTING X X i WOOD SIDING Cf) Ln o - A'r0 ."'r : : n cr) - -..._ ,....,-. : .. X X O s , / .-_ _ O 1_I_1 Lr) ` X X _ s/ _ , .- n 00 .�A•A.� ` , , - w O X X _ J r1 _ �`1�+�`1� 0 - or J ' ' , , s _, , _ ' 0 0 n' , - - m.- ..mm.. 1.- , Z z 0 u , - - ,` - - O O Q ti�r�~�: . \ C� U > _ n X XO - , - - - < 0 ` - - - - - A -X X X 4 I _ M1 iaMMow - - O 0 / 04, 4!,, ., _ - . . _ s _, _ , , _ , - ti='��ti=' — \ . .s , , s ' ,,,, 1EVINE•ROSEN ,_ , _ , _ , \ . 6i - : N" FM=�1__ " B-2428 I .oAi ma i sr- _ s) , _ , , _ , s_ , / r .-m.:r- , : 11w,.. ,=1,,..k. Tee rico" sto Auto , � _ 4 �,� .�� M-2ASmEM=F- mialmrmimrm. __ ISSUE DATE PROGRESS 2018-02-I5 PROGRESS 2018-02-28 PROGRESS 2018-04-12 NWA R-I 2018-04-18 REV NWA R-I 2018-OS-01 REV NWA R-I 2018-01-II PROGRESS 2018-0G-19 PERMIT 2018-IO-IO 0EAST EL. VATON �.2/ / SCALE: 1/4" = I'-O" ASe2 "„,7401144 to iolle Id 41 CR Ji O12/17/18 (17GREAT DAY IMPROVEMEN'T'S, I.LW GREAT DAY 1Zi PATIO 11 NEW ROOF INSULATION N00 5 IN NEW AREA: R=4-c1; IS" Insulation R Value Chart A JOIST CAVITY WITH Wednesday,February 6,2013 2:54:00 PM Categories:Energy Savings BLOWN IN In this article,you'll learn INSULATION-SEE CHART • The importance of the quality of your home's insulation system. - C • How to calculate the R-value of you home and what the value means. • Insulation values based on location and heat type(helpful charts included). -12 U N \O O O` Insulation is one of the unsung heroes of the home.It is never seen and U O O- rarely does one think about it.While often overlooked,insulation is Alk S_ oc7 (-NI essential to a comfortable and energy efficient home.However,not all insulations are made the same.There are a number of different 'r' < p /0 .C) .6 materials such as fiberglass and cellulose as well as a number of 1:, ® ��Il`� m U N N different forms such as batting and blown in. G W O` 0' The common denominator among varieties of insulation is the R-value. EXISTING C O O O 0 R-value is a measurement of thermal resistance and measures the ability of heat to transfer from one side of an object to another.As %• Q 0, Cy- a benchmark,one inch of solid wood has an R-value of I.In comparison,an inch of blown fiberglass insulation has an R-value of • 3.1-3.4 and an inch of blown cellulose in an attic has an R-value of 3.2-3.7 CONTRACTOR TO OPEN S -I- Along with knowing the R-value of a particular insulation,itis also important to calculate the R-value of a total DE I L I NG UP TO STRUGTU'''Ai�E nI\\ FIFTH LEVEL system.For example,a wall with 3 "fiberglass batting(R-value of 10.8-11.9)may have an overall R-value of nearly 14 because of siding,sheathing and drywall.Try the R-value calculator available through Oak Ridge EL'8T-4• y 021 National Laboratory.Just keep in mind this calculator does not factor in drywall(R-value.45). Finally,there is no set standard for insulation in an area.Several factors determine how much or how little \ insulation you need.These factors include your geographic location and type of heating system used.The chart I I - \vl below outlines the R-value recommendation for different areas in your home for the zones outlined by gngrgystar g y and the furnace heat source you have.The chart also gives common types of insulation and their R-value. IA .--..,,,,, ,. II :-.,-. , , https://www.greatdayimprovements.corn/insulation-r-value-chart.aspx 1/4 II NEW WALL R=2O ---------^ 10/17/2018 Insulation RValue Chart_- 5.511 WALL CAVITY WITH US Canute Zones NORTHWOODS BLOWN IN GORRIDOR If r , INSULATION-SEE CHART ,. i, ._ . II 1 lbs. F ,. a FouxTH LEVEL ,l tt�r% ,,, �_�.. EL:TT'�'Y 2ar� 2 i • ua�au 7 1 tetlVNln e: ypaa�y Nalhw•d ArciC Haw.Zone,...dm p&14.1. v aF YOib N.BW WaO•IWptao^ t Pari M NNOOM Yawn-NonYWk and toe woo woo Insulation R-Values for Location,Heat Type&Area* EXISTING C)' Location Heat Type Attic Wall Floor CWalrawll** Wall Space Basement Natural Gas 38-49 13 13 13 I I 1...) ` O Oil Furnace 38-49 13 13 13 I I I I Electric 38-49 13 13 13 II Zone 1 Furnace O Electric 38-49 13 13 13 11 Baseboard Heat Pump 38-49 13 13 13 11 O LPG Furnace 38-49THIRD LEVEL 13 13 13 11 (:1111::) Natural 3 Gas 49 13 13-13 13 11 EL.67'-8' N Oil Furnace 38 13 13-19 13-25 11 _I LLJ I`/-1 Electric 38-49 13 19-25 25 11 > / Zone 2 Furnace Bectric 38-49 13 13-25 13-25 11 aseboard coHeat Pump 38 13 13-19 13 11 (f) n W LPG Furnace 38-49 13 19-30 25 11 Zone 3 Natural Gas 30-38 13 13-19 13-25 11 N LI O Oil Furnace 38 13 13-19 13 11 1 1 1 Electric 38 13 13-19 13-25 11 I- = -I LI Furnace Electric 38 13 13-19 13 11 z Q BaseboardCL hllpsXwww.grealtlayimprovements.coMnsulation-r-vali:ecliarl.aspx 2/4 I O I ` -I O 10/17/2018 Insulation R Value Chart---- I 0o Q Heat Pump 30-38 13 13 13 11 LPG Furnace 38-49 13 13-30 13-25 11 SCA El 1/4" = It_O" Natural Gas 38-49 13 25-30 25 11 Z 7 O U Oil Furnace 49 13 30 25 11 O Electric 38-49 13 25-30 25 25 0Cn Q Furnace Zone 4 Electric 49 13 30 25 11 O Baseboard Heat Pump 38-49 13 13-25 13-25 11 Cn LPG Furnace 49 13 30 25 11-25 CI Natural Gas 38 13 25 25 11 O Oil Furnace 49 13 30 25 11-15 0 Electric 49 13 30 25 25 <CC Zone 5 Fttmace Electric 49 13 30 25 11 0- Baseboard Heat Pump 38 13 30 25 11 I- LPG Furnace 49 13 30 25 25 NEIAI Natural Gas 49 13 30 25 25 V J kMINOiM s L E r n O Oil Furnace 49 13 30 25 25 Electric 0 49 13 30 25 25 2 Zone 6-8 Furnace Electric 49 13 30 25 25 �•I J Baseboard Heat Pump 49 13 30 25 25 SIZE LPG Furnace 49 13 30 25 25 SYMBOL LOCATION (ROUGH OPENING) TYPE U-VALUE COMMENTS s-... *Ranges resulted from the slection of two different zip codes within the same zone(i.e.Dover,DE and _ ©F AO� Chattanouga,TN for zone 4) [ 4 **Crawl space walls that are vented or have moist problems should not be insulated. At, • R-value of Materials and Depths O KITCHEN 31_OIIx61_81I DOOR 032 TEMPERED GLASS / �� �• ‹. Material R-value/in 3 1/2" 5 1/4" 10" 12" 15" AL Fiberglass(batt) 3.1-3.4 . , 10.8- 16.3- 31.0- 37.2- 46.5-51.0 18 l o •*► ,,,,,,,, •, INE ROSEN Fiberglass blown(attic) 2.2-4.3 7.7-15.0 11.5- 22.0- 26.4- 33.0-64.5 © KITCHEN MATCH EXISTING CASEMENT 032 TEMPERED GLASS B-2428 a 29.6 43.0 51.64 12.9- 19.4- 37.0- 26.4- Fiberglass blown(wall) 3.7-4.3 55.5-64.5 ---2C11 "� 15.0 22.6 43.051.6 � �`� Mineral Woo (batt 1-3.' I'' I � 46.5-51.1 �D ��� 11.9 17.8 34.0 40.8 Mineral Wool blown 10.8- 16.3- 31.0- 37.2- (attic) 3.1-4.0 14.0 21.0 40.0 48.0 46.5-60.0 Mineral Wool blown 3.1-4.0 10.8- 16.3- 31.0- 37.2- 46.5-60.0 (wall) 14.0 21.0 40.0 48.0 11.2- 16.8- 32.0- 38.4- NOTES: Cellulose blown(attic) 3.2-3.7 12 9 15.0 37.0 44,4 48.0-55.5 -AL I SN HEAD HE I SHTS WITH NEW DOOR ISSUE DATE 10/17/2018 Insulation R Value Chart--- Cellulose blown(wall) 3.8-3.9 13.3- 19.9- 38.0- 45.6- 57.0-58.5 -JAMB EXTENSIONS PER CONTRACTOR PROGRESS 2018-02-15 haps://www.greatdayimprovements.comansulation-r-value-chartaspx 3/4 PROGRESS 2018-02-28 PROGRESS 2018-04-12 NWA R-I 2018-04-18 REV NM R-I 2018-06-01 REV NWA R-I 2018-01-II PROGRESS 2018-01-Iq PERMIT 2018-10-10 S - REV.PERMIT 2018-10-11 zi ie.1' eft 13:15.01 It° Q0J. 12/17/18 0 S 11=1 A Mir 0 S NO -r1-1001, S J. L / U U N 0 _ _ N NOSTHOOS coNpomINIum, ,O � � i L , , Q o O 7 2 m U c 2 0 0 0 J a 6 0 0 V A IL vAL. L. Ey rp RIVE S z ,=,,1- , 1-• ales51 ,,,, U LINT PROJECT NARATIV NARRATIVE DRAB I NG I XIDEX -71- . 0.6 Ln LOS PATOS NORTHWOODS, LLC.. I. REMOVE BOTH F I REPLACE SURROUNDS AND ARCH ITECTURALf O C'') 600 VAIL VALLEY DRIVE REPLACE WITH NEW STONE. EXISTING FIRE VAIL, COLORADO BOXES TO REMAIN. GI.1 COVER 0 8 2. REPLACE ALL BATHROOM FAUCETS GI.2 CODE HARDWARE. ALL FIXTURES TILE/SLABS TO TS SURVEY I\ REMAIN, EXCEPT BATH #7. AI.1 SITE PLAN ED > Lr) 3. REMODEL KITCHEN: NEW KITCHEN CAB I NETS A2.1 THIRD FLOOR PLAN - ARG I T G T AND APPL I ANGES. A2.2 FOURTH FLOOR PLAN _ CO 4. REPLACE THE ENTIRE LOFT BATHROOM A2.3 FIFTH FLOOR, LOFT PLAN T w 0 5. ENCLOSE A PORTION OF THE DECK. A2.4 ROOF PLAN I 0 BETH LEVI NE ARCH ITEC.T, INC.. 6. ADD A NEV' DECK.-PER NORTHWOODS A3.I NORTH ELEVATION I_ �.0. BOX i&25 REQUIREMENTS. A3.2 EAST ELEVATION n/ Z Q AVON, CO 81620 7. CHANGE THE EAST ELEVATION STAINED A4.I SECTION-WINDOW SCHEDULE > 0 GLASS TO CLEAR GLASS. MEI.1 MECHANICAL ELECTRICAL DESIGN INTENT 0 0 Q a (g70) q26-4gg3 FAX (g-70) q26-2gg3 8. NEW: DOORS $ TRIM. SI STRUCTURAL 0 > CONTACT: BETH LEVI NE q. NEW FLOORING AS NOTED ON DRAWINGS. ALL / Z O NEW FLOOR NS TO HAVE UNDERLAYMENT PER GRA G A L G U L A T I O N S0 0 NORTHWCl)OODS STANDARDS. U Q CONTRACTOR 10. NEW HYDRONIC-ELECTRIC HEATER Ocf) THROUGHOUT, NEW THERMO STATS. PARTIAL ENCLOSURE OF DECK = 1 50 FT 11. EXTEND ROOF PER NORTHWOODS ARC, SEE I- 0 NED5O CONSTRUCTION DRAWINGS Q 0 MAILING ADDRESS: P.O. BOX 341q SITE Y COQ ERAGE VAIL, COLORADO 81658 CI) 12L PHYSIGAL ADDRESS: NONE ADDED 0 40680 US HWYS 6 .$ 24 O / AVON, COLORADO 51520 NORTF4HOOS CONSTRUCTION (q70) 877-0268 (CELL) REQU I RE'M'E I �ITJ of ��� CONTACT:ROLL I E KJESBO +► I I. THE BU I LD I NS MALLS THAT ARE CHANGED MUST I NGLUDE ��i.,..• �JINE ROSEN ZONING RESURFACING THE ENTIRE WALL TO THE NEAREST CORNER AND B-2428 THE FULL LENGTH OF BOARDS IN SIDING INCLUDING FINISHING ! i. MULTI-FAMILY AND GLAZING. COLORS OF THE STUCCO AND SIDING MAY NEED ,C4sE C�► � TO BE ADJUSTED TO MATCH THE EXISTING AND TO THE DAR SATISFACTION OF THE ARC. I I G O D E 2. NEW DECK TO MEET NORTHWOODS STANDARDS. 3. PATIO NOT TO BE USED FOR STORAGE. 4. WATER COPS TO BE ADDED AT ALL WET LOCATIONS. ISSUE DATE I BG 2015 5. ALL NEW AREAS OF HARD SURFACE FLOORING WILL REQUIRE PROGRESS 2018-02-I5 HIGH QUALITY SOUND UNDERLAYMENT TO REV I SED ARC PROGRESS 2018-02-28 CONSTRUCTION TYPE: III-A STANDARDS. PROGRESS 2018-04-12 CONSTRUCT C 1 NRT2 6. OWNER AND CONTRACTOR MUST USE NORTHWOODS ALARM NM R-I 2018-04-18 AND FIRE SPRINKLER CONTRACTORS. REV NM R-I 2018-O6-07 -7. OWNER RESPONSIBLE FOR COST OF REMAPPING UNIT UPON REV NM R-I 2018-01-11 COMPLETION OF EXPANSION AREA. PROGRESS 2018-O -Iq S. ALARM DEVICES TO BE CHANGED TO HEAT FOR DURATION OF PERMIT 2018-1010 REMODEL (XSSENT I ALS). T. OWNER I S RESPONS I BLE FOR DUST I N SURROUNDING UNITS DURING CONSTRUCTION. 10. WHERE EXPOSED DRYWALL MUST BE TAKEN TO UNDERSIDE OF METAL PAN ABOVE AT HALLWAY AND TO OTHER UNITS, FIRE RATING MUST BE REINSTATED TO HALLWAY. I I. ALL EXTERIOR L I SHT FIXTURES, FINISHES AND RAILING MUST MATCH NORTHWOODS APPROVED SPEC I F I GATI ONS. Ci 1 0 IA" CIF 11'4 tp`' 111 ,11111 Z' C 411.01 k. 12/17/18 NOTE: ALL NEW BEAMS 4. COLUMNS ARE WITHIN THE ASSEMBLIES NOTED BELOW BUILDING CODE: INTERNATIONAL BUILDING CODE 2015 CODE INFORMATION: BUILDING TYPE: III—A OCCUPANCY — R-2 Li Steel Bar Joist Framing SGA FILE NO.WP 3510 GENERIC 1 HOUR 35 to 39 STC — Construction Detail Description Test Number GYPSUM WALLBOARD,WOOD STUDS - U o _ FIRE SOUND I Fide Rated�strwtiov Steel Bar Joist Framing y One layer ala type X gypsum wallboard or gypsum veneer base applied parallel or at right ., � � � N co co angles to each side of 2 x 4 wood studs 24"o.c.with 6d coated nails,17/a"long,OA915" F N -0 co co 5/8" M; 5/8" or 3/4" FR-83 or FR-2; or 3/4" UL Des P201 14"heads,7"0.c. #1 TYPICAL INTERIOR N shank, / a a FR-X1 acoustical ceiling panels Joints staggered 24"on opposite sides.(LOAD-BEARING) I—HOUR WALL GENERAL NOTES: Q o 0 1 1 • DXL, DXLA, DXLZ, D7(LZA, SDXL, SDXLA or #7 GE I L I NG/ ROOF I PROVIDE SMOKE DETECTORS THROUGH OUT THE UNIT PER IBC (10 .2.1 O.1 on U // �� /� �� ZXLA, Sus Ex Grid System ASSEMBLY Thickness: 471x" 2 ASBESTOS TEST TO BE SUPPLIED BY THE CONTRACTOR. 5 . 0 0 0 \\// p p y Approx.Weight: 7 psf 3 WOOD SIDING TO BE F IRE—TREATED PER IBC. 1405.4; ON THE FOURTH Q 21%" — 1-1/2" steel roof deck and 314" insulation Fire Test: UL 63501-47,-48,9-17-65, 213/4" — steel bar joist Design U309;UL R1319-129, FLOOR AND ABOVE. __ 7-22-70, 4 ALL NEW RECESSED GAN LIGHT SHALL BE TENTED WITH 5/8" DRYWALL UL Design U314 ID Sound Test: NGC 2404, 10-14-70 FOR 1 HOUR CONSTRUCTION. IBC 112.4.2 OR HAVE A I HOUR RATED CD FIXTURE HOUSING. 5 ANY FAN/DUCT WORK LOCATED I N THE I—HOUR WALL SHALL HAVE A GA FILE NOWP 0105 GENT=RSC1 HOUR 1—HOUR RATED DAMPER. IBC 116 GYPSUM WALLBOARD,GYPSUM SHEATHING,WOOD STUDS 6 UNIT EXIT DOORS WHICH EXIT INTO EXIT CORRIDOR ARE THE EXISTING EXTERIOR SIDE:One layer 48"wide a/s"type X gypsum sheathing applied parallel to 2 x n'a��MINEWIN 20 MINUTE DOORS. I BG 1016 mistimmoi 4 wood studs 24"o.c.with 13/4" galvanized roofing nails 4"o.c.at vertical Joints and 7" illigk -7 ALL EXTERIOR WALL CONSTRUCTION SHALL BE NON—COMBUSTI BLE. o.c.at intermediate studs and top and bottom plates.Joints of gypsum sheathing mayI BG.602.3 ill be left untreated.Exterior cladding to be attached through sheathing to studs. 5/8" DRYWALL BOX INTERIOR SIDE:One layer ala"type X gypsum wallboard,water-resistant gypsum backing 8 ONE—HOUR ASSEMBLIES TO BE MAI NTA I NED PER "GA-600-2003 FIRE milemigunimm board,or gypsum veneer base applied parallel or at right angles to studs with 6d coated RESISTANCE DESIGN MANUAL" MINIMUM GLEARNGE #8 nails, vie long,0.0915"shank, 1/4"heads,7"o.c.(LOAD-BEARING) DETAILS LISTED TO THE LEFT 12121. PER GAN SPEC TYP I GAL I—HOUR ThA lckness:rox.Weight: Varies #2 TYP I GAL EXTERIOR I—HOUR q SU I LD I NG AREA FOR TYPE: III-A CONSTRUCTION T� DRYWALL TENT Fire Test: Sea WP 3510 WALL R-2 OCCUPANCY FOR RECESSED (UL RW01-47,-48,9-17-65, 1,...., IG RECESSED GAN LIGHT FIXTURES UL Design U309; ALLOWABLE BUILDING AREA — PER TABLE 503 ULRi319-129,7-22-70, ALL EXTERIOR WALL FRAM INa X2 --',A /FLOOR -,...... > UL Design U314) HEADERS, AND SHEATHING TO • BE NON COMBUSTIBLE OR FIRE =48,000/FLOOR (#506.3 AUTO SPRINKLER INCREASE) U 5/8" CEILING DRYWALL TREATED WOOD. X5 = 144,000/BUILDING (#506.4 AREA RETERMINATION) RE: A4.I FOR INSULATION EXISTING BUILDING AREA: PLEASE REFERENCE "NORTHWOODS A VALUES CONDOM'N I UM CONDO MAP 5.15.05" i d- ,a Cr) LO n . TENTING DETAIL AT RECESSED GANS OR FIRE RATED GAN LIGHT , C � #3 TYPICAL STEEL 0 ,•I (� \`. —BEAM ONE HOUR 0J w Item No.2-4.1 Steel beam or girder I n co Two layers of 5/e"(15.9 mm)Type X gypsum = W0 WALL ASSEMBLY / wallboard attached to U-shaped brackets = ___ I n / 1-1/4" MAX. — spaced 24"(610)on center I — THERMAFIBER SAF G f INSULATION \ a fy ,y. x �c rt �+ - II Y / - FIRECODE COM OUND /' \ �,�A 1 iLE'tNG;FC f11U a;GENERICV ' �' J HOUR / O 1 • GYPSUM WALLBOARD,STEEL JOISTS,CONCRETE PENETRATION � ' ,. . SIAL i" ,•- �� - ,. O O � \ I I.. One layer 1/2"type X gypsum wallboard or gypsum veneer base applied at right angles to a .... _ . : •a • •o. :.•• • -i • •: : 4,• • n rigid furring channels 24"o.c.with 1"'Type S drywall screws 12"o.c. in field,Gypsum - #4 TYPICAL GAL STEEL / / O U board end joints located midway between continuous channels and attached to #q TYP I GAL PLUMBING additional pieces of channel 52" long with Screws 8"a.c. Furring channels wire tied to JOIST CONCRETE 0 Q open web steel Joists 24" o.c. supporting 3/e" rib metal lath or otts" deep 28 gage / PENETRATION I N1 corrugated steel and 2"concrete slab measured from top of fiats.(massed so minute fire SLAB U I—HOUR WALL test restrained and unrestrained,) �`�" O T ASSEMBLY Approx. ailing 2 l n ►� Fire Test UL 82717-3t);6-12-64, 0 �= 1/"MIN. UL Design G502 < 0 = / ASSEMBLY B(See Section 4.15.2 of this report_) - ^ 0 1. 48124 tongue-and-groove span rated sheathing v ) it rrrrsri r.rrsr rr r..rs r..r rr rrrrr.. r+..urr.�ierrr r rrin (I osure '1). O WALL ASSEMBLY --- yType gypsumO U.L.SYSTEM N0.605 DETAI 2. Two is errs at 1/2 inch thick T e X board. / SCALE: HALF DATE: 1/27/94 SHEE 3. TJI Joist UNITED STATES GYPSUM COMPANY 4. Optional minimum 3-1/2 inch thick glass fiber insulation or non-combustible insulation that is rated R-30 or less,with resilient channels(not shown). Sound Test Data" t'-" ".....-„` ._.,"".r.— W/O Gypsum STC=50 _ OF r'�[ o TO Resilient channels directly Concrete Pad&Carpet IIC=60 #5 TYP I GAL I—JOIST ,`Q'��'• • 0'�•1t, applied to joists or trusses©16 Tarkett Acoustiflor (IC=51 (1) , C FLOOR/ CE I L 1 NG i ' inches o.a supporting both layers Cushioned vinyl IIC=45(Z) ' of gypsum board necessary to W/Gypsum STC=58 //„' ed.,, ., yP I—HOUR . , * VINE-ROSEN achieve sound ratings` Concrete Pad&Carpet I iC=54 TarketAcousior 'IC=5 (1) B-24 2 8 - iArmstrong Vios/Armstrong IIC=50(1) %/ V Cambray sheet vinyl (1)Requires two layers of 5/8-inch thick Type X gypsum boa_rd `scO Ask'.' with minimum 3-1/2 inch thick glass fiber insulation or non- . combustible insulation that is rated R-30 or less. (2)Applicable only in jurisdictions using the IRC, BNBC or SBC. GA FILE NO. CM 1452 GENERIC 1 HOUR _ ISSUE DATE GYPSUM WALLBOARD,STEEL STUDS FIRE PROGRESS 2018-02-15 Base layer 1/2"type X gypsum wallboard applied without horizontal joints to 15/e"steelI: PROGRESS 2018-02-2s studs located at each corner of TS4x4x0.188 tube steel column with 1"Type S drywall - PROGRESS 2018-04-12 screws 24"o.c. Face layer 1/2"type X gypsum wallboard applied without horizontal joints to studs with 13/4"Type S drywall screws 12"o.c. Metal cornerbead applied to - #( STEEL COLUMN — NWA R-I 2018-04-18 at corners with 1"Type S drywall screws 12"o.c.in each flange.Joint compound 1/16" REV NWA R I 2018-06.-01 thick applied over corner bead. I—HOUR - REV NWA R-I 2018-Oi-II Fire Test: UL NC505, 77NK1 747; PROGRESS 201&-Oci-Iq 6-13-77, UL Design X528 PERMIT 2018-10-10 SREV.PERMIT 2018-10-Ii - © REV.PERMIT 2015-10-Il Cl HD2 NO k'ICL64 it' jit .11A Z REUSE EXISTING g b DARK-SKY O31Q0J.0 COMPLIANT LIGHT FIXTURE zea I Jr cI I. 1 DECK __ -- I/Gf"� 67, VO lJ/ � J r DINING ROOM I TCI-IN �. e-N Li • v =ED'*OM #4 BEDROOM #5 u %. v I- Lo N ;i; V V S CN -O Mcn .M) U _ 00 0, 0' T XO O .O .O N m U )1 c- 00 Ac / 15 .a '� p SKI ROOM 40 OA BATH 7_ \ , 0 .. . re' - �•J 0 _ � Alt". I- � I '� ��1� • t 'i LIVING ROOM IIP . % - HT 7 I I I --� BEDROOM #7ilk fr. 7\5 - TH # �:� �� n P nwi .rN \ J- / ■ ii L II / P 00GL GL I ilV*, 1 A e 1212I `� 1/ `I tJ 1 .- Ug1 r _1 ,1 _ F- _1 -1- . D.:5 ,b cn Lo o B •,.. HROOM #7 n p o 0 � 11 OURTI--F LEVEL O MEGHAN I GAL/ELEGTR I GAJ o � o SCALE: 1/4" = 1'-0" I Pri--1 LEVEL. - fl MEGHAN I GAL/ELEGTR I GAJ O o Q o SCALE: 1/4" = I'-O" 0 > O / o U bO ( J (r) Oc/)„-)n 0 c < 0 -11 I ELECTRICAL KEY = (0 1 LIGHTS OTHER r1 DOWNL I CHT, ENERGY o / / tJ EFF I C I ENT BULBS in r - BAT 2 i� WATER PROOF E L L I GHT/EXHAUST FAN :: 0 VP p RECESSED FIXTURE SMOKE DETECTOR ir .. p �� V -ADJUSTABLE RECESSED DOWNLIGHT / SURFACE MOUNTED �,OF BEDROOM #I BEDROOM #2 C��0* BEDROOM #3 © CARBON MONOXIDE DETECTOR / ` c . RECESSED DOWNLIGHT SWITCH /�'� iEROSEN�''' - ' T -EXTERIOR MATCH EXISTING /H TELEVISION * B-2428 CL. 1 HP 0 i DATA/GOMM �� �� JUNCTION BOX 11 II - I 1 CLOSET LIGHT 0 SPEAKER 411 ARO \ •' SPRINKLER CL N ISSUE DATE 1 BATH #3 / GENERAL NOTES PROGRESS 2018-02-15 PROGRESS 2018-02-28 (14- I. ALL EXISTING LIGHTS ARE DRAWN AND ARE TO BE CHANGED FROM 6 �I TO 4" RECESSED DOWNL I GHTS. PROGRESS 2018 0412 NWA R-1 2018-04-18 � � � REV NWA R-I 2018-06-01 (� CL ���� ���/ 2. NEW RECESSED' DOWN LIGHTS I N KITCHEN, BATHROOM #6, AND SKI 0 I 7 IV ROOM. REV NM R-I 2018-01-11 II,, i_ PROGRESS 2018-0q-Iq BATH # L I I ,,j S. ALL EXISTING SMOKE AND CARBON DETECTORS TO REMAIN OR., inugk\k_ - PERMIT 201&-10 10 to v - REPLACED IF NOT WORKING. ' \ ..., /iv v.ri w. CLOSET 4. NEW OUTLETS IN KITCHEN 6' APART MINIMUM. I I_ 1,/\,, \ / �- 5. OUTLETS PER MANUFACTURE ON ALL KITCHEN EOU I PMENT. !D p CL CL CL r 1 ' 6. ALL NEW BASEBOARD HEATERS, REPLACE EXISTING WITH NEW ELECTRIC HYDRONIC MODELS. I. ALL EXISTING EXHAUST FANS TO REMAIN. HE I . I T1-FIWr, LEVEL MEGHAN I AL/ LTR I GAL Cf Al =. I/Au — ,'_„u ,0,,, ,,.2. ,fc _ ..:. z gi. N. DESIGN CRITERIA: LOS PATOS REMODEL JOB #: 1808-06 11 Ql__2 14 15 (\IE )6hop IP Roof Live Load (Snow) 80 psf 5 S 12/17118 Roof Dead Load 15 psf PROVIDE (N) /8" THICK APA PLYWOOD Mr Floor Live Load 40 psf SHEATHING RATED 40/20, EXPOSURE 1. Floor Dead Load 35 psf INSTALL SHEATHING WITH LONG DIMENSION 3 p PERPENDICULAR TO RAFTERS AND END JOINTS (N) HSS3x3x/$ Deck Live Load 100 psf © 24" O.C. Deck Dead Load 35 psf STAGGERED. DRIVE-PIN PLYWD. TO RAFTERS Wind (3 Second Gust) 115 mph (Exp. B) SPACED AT 6" ALONG PANEL EDGES AND AT \ 1 I (1,O RISK Design Category II 12" ALONG INTERMEDIATE SUPPORTS. 4o+ Seismic: Occupancy Category II - - N Seismic Design Category C Lu — i Site Class D _� L r '( SS 0.284 (E) W16x36 I (E) W16x26 �� . Si 0.068 _ f 7 f--r-f H------1----41 -- \ — — I ) U 't a) IBC/IRC Edition 2015 t LI j f t f 7 _r f t L z ..o 1 L L -J }- —r_L L_L 1_ \ C O N Per IBC, the alterations to the structure do not increase the seismic force in or decrease the I +(0 a, design strength of any resisting structural element in the building by more than 5%. i-* 6 `CO \ p� F� w Z c z SPECIAL INSPECTIONS: I � ` ` I- .E o_ u_ n a. Special Inspections shall be provided according 2015 IBC Chapter 17. — — — — — - - - - - K I(� C b. Continuous Inspection shall be performed for field welding (except single-pass fillet welds LZ c' less than 5/8"), and anchor bolts where indicated on the foundation plan. Q c. Periodic inspection of steel construction elements shall include material verification in (E) 20 H5's @ 2'-0 O.C. (� Ln (Dm accordance with these drawings, manufacturer's certificate of compliance, snug-tight a inCO bolted joints, Y4" and smaller welds, reinforcing steel, epoxy anchors, and anchors installed co �o co � D °O in hardened concrete. ~n ~n X X X XI L 0 cp 0 d . Special Inspections shall be performed for shear walls, shear panels, and diaphrams where o o CO CD CO Cr m the fastener spacing of the sheathing is 4" on center or less according to Section SII r \r +, o J 1705-11. m m '� i > e. The structural engineer does not provide special inspections. Periodic observations of o o JI construction by the structural engineer are not to be considered special inspections. -a STRUCTURAL STEEL: `J .;`�Y 7 tga ''���® ,,,e:',--„c:.1 V $®POPP. • ' L 'w'C`� O¢LS�} Y VOA ., a. Structural steel shall be detailed, fabricated and erected in accordance with the most ' r---t-- ��----r-r I a current editions of AISC Specifications and Code of Standard Practice. ' 1 4 t � I ®� b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and "� . angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade r� ' `,`�®�®o®®®®�, ��� B. 1 ii LI- q8N °`. c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts ' and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4"Ø unless ' noted otherwise. L J 09/24/18 d. Typical framed beam connections shall consist of pairs of Y4" angles using the maximum number of 3/4"O bolts called for in Table 10-1 or combination bolts and welds in Table All welds and high strength bolting to be inspected J 7 7 r 10-2 of the AISC Manual (Fourteenth Edition). and approved by an approved Special Inspector E J e. Expansion bolts shall be wedge type Hilti or Rawl or "Simpson", or approved equivalent \ i1LL7, E I 1 P L _1- L) with the following minimum embedments: i I 1. Y2"95 2Y2" \ 2. %"0 3" 3. 3%"O 4" Lir 7 I / -7m] \ / I J -+ I 1 -71-i f. Epoxy anchors called for on the drawings shall be "Epcon" "Rawl"Rawl„ "Simpson”Simpson„ or `� approved equivalent anchor systems. Minimum embedments, if not specifically indicated on 1 1 I \/ �� L�� \ the drawings, shall be according to the manufacturer's specifications. ± f____± 1J IL__f L f____�� /\ LI IL�� 1J LIL J L _, / \,- i t L .7, (=>g. All welding shall be done by an AWS qualified welder. Welds not specifically indicated shall r I I r- 1 7 be 3/s” fillet welds across the full length of the joint. / \ \ \ // h. Delay painting within 3" of field welds until welds are completed. /% \� 1 LO i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone / \ '1;\ -k/ veneer shall be galvanized and shall be attached to the foundation with galvanized or ---27__1-1-- C stainless steel expansion anchors. 0 (.e.,NC / \ I j. All grout beneath column base plates and steel beams at bearing shall be non-shrink, non-metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. 1 1/ \I I I I I _ H STEEL DECK: (E) W21 x55 (E) W21 x44 Ic o-4 , a. Steel roof and floor deck shall be the depth, gauge and rib type indicated on the PLAN drawings. b. Deck shall be fabricated from steel sheet conformingto ASTM A.611 or A.446 havinga NORTH O (N) CONC. ON (N) minimum yield strength of 33 ksi. STL. DECKING PER ROOF FRAMMIG PLAN >> >> /UIIIIIII c. Deck shall be manufactured and erected in accordance with standard recommendations of PLAN SCALE: 1 /4 = 1 —0 ��IIIIII IIII!� r j rT1 �1 the Steel Deck Institute. PLAN NOTES FOR NEW FRAMING: L I i7 M -1 M�I d. Unless noted otherwise on plan, steel deck shall be attached to framing members w/ Hilti 3/ts - X-EDN19 power-driven fastener for bar joists or structural steel or S-MD 12-24 15/8"M 1. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), • F�--IN HWH5 self-tapping screws for light-gauge framing or equiv. on pattern pre plan and L 2L O connect sidelaps w/ Hilti S-SLC 01M HWH, per plan. ' W CONSTRUCTION (N) IS INDICATED THUS ). O e. Sheets shall be finished by phosphatizing and painting with a baked-on acrylic primer. C = Where deck is used as a concrete form, the side of the deck in contact with the concrete - q a - shall be phosphatized but not painted. 0 — — — , - - " f. Openings larger than 6" in diameter shall be approved by the structural engineer prior to - , \� %�� \/T \\ \\ All exterior wall framing, headers andZ0 t, C being cut into the deck. (N) HSS JOISTS \\ \\ // \\ // g. Use welding washers for deck with thickness less than 18 gauge. PER PLAN \\ \\ // \\ // sheathing L GENERAL REQUIREMENTS: (N) RIM PER PLAN \\\\ \\� //j \\\\ /// \\ // \\ // to be non combustible or Fire treated wood a. Structural erection and bracing: The structural drawings illustrate the completed structure (N) L2Y2x2Y2x/6 —� // " _ with all elements in their final positions, properly supported and braced. The contractor, POUR STOP ,/ \ 0 = © '''‹ in the proper sequence, shall provide shoring and bracing as may be required during (E) RLR. JOISTS / 12 14 15 16rcD construction to achieve the final completed structure. Contact structural engineer for L 4 0° ,„0 consultation (not in contract) as required. 3/s" V 1©12 b. Shop drawings: Submit shop and erection drawings for structural steel, miscellaneous steel, steel joists and girders, and steel deck to engineer for review prior to fabrication. (E) RLR. BM1 . sg„± CONC. ON / x28 GA. This review is for general compliance with the intent of the structural design. The SCALE: 3/4” = 1'-0" (N) 2Y2STEEL DECKING (VULCRAFT 0.6C28 architect and/or contractor are responsible for checking quantities, dimensions and OR EQUIV.). REINF. CONC. w/ W.W.F. 4 coordination with other trades. (N) HSS2Y2x2Y2x5/s © 24" O.C. 0 6X6-W1.4XW1.4. ATTACH DECK TO c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do [CONTACT ENGR. IF HSS2x2xY4 STRUCTURE WITH HILTI S-MD 12-24 124 not scale drawings. � IS REQ'D.] 15/8" M HWH5 FASTENERS IN A 30/4 d. Construction practices: General contractor is responsible for means, methods, techniques, 5 sequences and procedures for construction of this project. Notify structural engineer of / \(N) HSS2Y2x2Y2x/s PATTERN AND PROVIDE (1)-HILTI omissions or conflicts between the working drawings and existing conditions. Coordinate %G� ,moi // — — SLC SIDELAP FASTENERS PER SPAN. % i requirements for mechanical/electrical/plumbing penetrations through structural elements Q. , --- .--- _ �J with structural engineer. Jobsite safety is the sole responsibility of the contractor. All G� „ji // r�z L I � ( ) methods used for construction shall be in accordance with the latest editions of the i %ice /1 (E) W16x36 j I (E) W14x22 y ” E W14x221 ��/ —I T. 1 7 T r co . IBC/IRC. / ,/� II —� �, J �— I_ 1 J I, r 1 T L L `� i ���i \\ /1 �J designedby MTN e. Details not specifically shown on the drawings shall be constructed in a manner similar to � ,�� � the details that are shown for like conditions. These items shall be brought to the i ,-- // attention of the structural engineer as soon as possible for approval. Approval shall be % � ,P'.> /// �/� 0 i J ��O drawn by AFS obtained prior to installation. i %� - % I `+� f. All waterproofing and flashing is the responsibility of the architect and contractor. %� // N G= � checked by TDH g. It is the responsibility of the contractor to contact the structural engineer at the -�i' appropriate time to perform site observation visits. Observation visits to the jobsite by 3/6" ��� �� // , _ \ 1 \ issued the engineer are for determination of general conformance with the construction gyp. ��% // T% T T (E) 20 H5 s @ 2'I 0 O.C. K documents and shall not be construed as inspection. /� \\ I I eN PERMIT 09/24/18 h. Though every effort is made to provide a complete and clear set of construction i y \ I I X documents, discrepancies or omissions may occur. Release of these drawings anticipates ,�% LI IL_ cooperation and continued communication between the contractor, architect and engineer 16" 1©12 k �� �__ ____ to provide the best possible structure. These drawings have been prepared for the use of � L1 a qualified contractor experienced in the construction techniques and systems depicted. %� ' �.._, E ROOF BARTER 1 I II 1 I i. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, (N) HSS RAFTERS ( ) framing, foundation and anything else that may affect the work shown on the drawings. % PER PLAN PLAN Underpinning, shoring and bracing of existing structures shall be the responsibility of the 1 % 03 (E) BOOR BM. NORTH contractor. �, (N) CONT. L3x3x/s SUB-FASCIA 4th FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '— O" �ll IIUIUIII q,!, 0 SCALE: 3/4" = 1'-0" PLAN NOTES FOR NEW FRAMING: — 1. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), sheet NEW CONSTRUCTION (N) IS INDICATED THUS ( ). ( ' 1, ) JOB #1808- 06 OF _ . „io :\civer. zio 0 1" . ,,,1 LEGAL DESCRIPTION FOR ENTIRE NORTHWOODS PROPERTY 8215a t, e SEWER MANHOLE ' ' �0 # A PART OF TRACT B, VAIL VILLAGE SEVENTH FILING, A SUBDIVISION RECORDED UNDER RECEPTION NUMBER 102730, RIM EL. = 82,4.1' FILED IN MAP CASE 2, IN DRAWER V, OF THE EAGLE COUNTY, COLORADO, CLERK AND RECORDER'S RECPRDS, SAID INv. EL. = 82oz.s'� OF TRACT B BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 0 -_,82,1-4:-.841."--18' CMP / 12/17/18 PART ' / O �_�82,3.8 �� -' BEGINNING AT THE MOST WESTERLY CORNER OF SAID TRACT B; THENCE S 79'20'05" E 1244.17 FEET ALONG `- �<� ---- COURSES THE SOUTHERLY BOUNDARY OF SAID TRACT B TO THE TRUE POINT OF BEGINNING; THENCE THE FOLLOWING TWO � ,a!;�• ��NN 1 COURSES ALONG SAID SOUTHERLY BOUNDARY: (1) S 79'20'05" E 135.11 FEET; (2) N 89'42'37" E 515.00 FEET; $2132 - r 1iti THENCE N 02'12'40" W 342.21 FEET; THENCE N 81'50'55" E 57,11 FEET; THENCE N 14'51'38" E 49.15 FEET; .2' � ° �` ,r t THENCE 75.28 FEET ALONG A CURVE TO THE LEFT WITH A CENTRAL ANGLE OF 38'30'42'°, A RADIUS OF 112.00 FEET, `. 1� '�� SIGN- '1 �� AND A CHORD WHICH BEARS N 04'23'43" W 73.87 FEET; THENCE N 23'39'04" W 22.07 FEET TO A POINT ON THE \�I RIGHT-OF-WAY LINE OF VAIL VALLEY DRIVE; THENCE S 66'20'56" W 240.00 FEET ALONG SAID SOUTHERLY '�� .:; ' "` �M2t4.6' t4a SOUTHERLY 8212 6' RIGHT--OF-WAY LINE; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE 261.32 FEET ALONG A CURVE TO 0.18.4''° 6z15.a'S THE RIGHT WITH A CENTRAL ANGLE OF 28'31'10", A RADIUS OF 525.00 FEET, AND A CHORD WHICH BEARS S 80'36'31" W �° , " :a:i1x-=° �= I 1=3,8°30'42„ 258.63 FEET; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY LINE, S 06'20'56 W 1fid,89 FEET; THENCE N 87°30'35" W � ar °sa 5 Fai 'si" CATV ' ` \ 1, R=112.00' MORE FEET; THENCE S 70'36'13" W 41,50 FEET; THENCE N 82`25'03" W 80.00 FEET; THENCE N 34'51'15" W 33,67 FEET; �� 8212.2' ',asia�a1 I ' THENCE S 01'19'57" W 197.45 FEET TO THE TRUE POINT OF BEGINNING CONTAINING 216,558 SQUARE FEET OR 4.972 ACRES, -' }-� "_ IPEa � a �' ELEC. MH a.41: 3a. 1C,,,, q51 1, z.,�r,l� tl, ' [ a MORE OR LESS. -,. ? ,.'14,: ?= , �Fi3: I - 8215,2' 4 L 75.2 r PHONE PED. a 1 r."'' �"""� FOUR SUPPLEMENTAL CONDOMINIUM MAP OF NORTH WOODS CONDOMINIUMS, BUILDINGS F1 AND F2, saab`� C� °" �' �'FIR yl i :1t LC- 73.87 (PER FINAL AND F �` RECORDED DECEMBER 13, 1979, IN BOOK 295 AT PAGE 902, CLERK AND RECORDER'S OFFICE, EAGLE COUNTY, COLORADO) t P`� a2�2,o ,s �' 1 '�j� --�vgRV,a R T Il ► , 8215,B'; CB=S Q`}°23'L� 7J1f E �f SEWER MANHOLE g. O APPROX. LOCATION I RIM EL. = 8211.7'�� ,'''...,,10031''•s031' ' d,,"°•+ ° \ le HOLY CROSS ELEC. "Nb' a.t6i:: a �, +" ' R` b� 0O I 1 (800K 285, PAGE 253) •ASSOC. EASEMENT 1 r r ,e�'v .0-® /2AP' 8223.4' I Ni ` 1 1-- 28°31 10 - ,, --- •se1i ��.� �8216.i R=525. .- - ,6"II 1.° �" Oil) , �° e 00 . 211.4.-`�� , va' Y m 1,--k L= 261 .32' EDGE Of PAVEMENT .•' � •• gc � ATER n��- '=4r; 1� � t�,� � � ? - • afb r� Q r0�VALVES , i 6.6''1 LOT A L 0 LC-= 258.63' 8210,J' 00 ,: (U I 11 'I' i 82, I r r CB---N 80636'3 1 'r E '' I T{- 'ASPHALT i SEWER MANHOLE ._. _ '�.� a:, ! 12 i DRIVE �i 8210.0' - x ' 12" ,-1 RIM EL 6208.7' - .,„ __-4------,. ,;.� 0 .° d °"b �'fr 12' 418216.9 " _ ROCK LINED DITCH .8:124069.1:. 2O9.4'k�- `���^� kigdc;i?i a °' :/:.''''''.::::, 1a ; I a•, ..:aa 0.:. r WP per• •,§ '-.. '� 8208,1' --- . - 's•r � "'YM a1�er 1 4» s SE•? +xa ° @DRIED WATER <'ra s12' r -` PHONE . W + _„:"_ ______ i_��ax. ai�s.8saaa•� �' � LiNE 1 fi J Pl D� `. 7STORM GRATE 8208.8'�:•5+ x s ssaa� H's�s i$ i� k $ts1?Fo T ° 7 _ .�, a ZQ,: Q -ELEC. MH. _ {:s e a c .•- ° -^ r- r w .r GARAGE SLAB VSA r 8217.4' 7 .11....,......,....t.,--/ �,«w °A e N "• FED. %s `:'_ y EL. 8214. BELOW)g +$217.1' i r �, - _- -�' "� .-. /rr <3UR1EF? EL NE ' `` dSE 40 '\ '/� ,8''14 8, j -- -�' I ; ! SIGN "'� SEWEF MANHOLE 'w ; ' r 1 8217 ' - '8210.0' 18.02' 1 IM >L. 821 I.0' r } . br 1 I X8210.0' , �� S .: �� __ r 7 ACCESS EASEMENT 1 $� I w 8210.67 ! ' + CONC, y if DRIVE ' I , I 'ELEC. VAULT` it ��Zg •4 8224.2' PAD . .217.5. /9 SCALE: 1 " = 30' ` 1 a� L(BURIED) �' •. �- 82,7.9 Y-41."..... .- cAs \ y' EASEMENT LINE DATA "+ ----....+8210.9. 8213.0' METER DATE OF TOPOGRAPHY: 5/18/98I 0 � ,, :(ON WALL) • =`s� 144 G. POST0f�"� "' !/' LINE BEARING DISTANCE �t #� 5€WER MANHO E 1 RIM EL. s2,2.a' 14" , L8 S 14'51'38" W 32,42' ELEC. TRANS. $ BEY PAD ` �� �� ' (FLOWLINE) ,7 8211.7' 1800 j�� LEL9 S 46'50'43" W 23.11' E CONC. r x s L:xa��F+_.r>:; - r gam--GAS SEWER MANHOLE V \ss i #/ SLAB I 1 C ^ %..•, _ 3 >i I APPROX. LOCATIO ' 4w,. METER RIM EL. = 8223,6' >'.s �r ' _! "- I INV. EL. 8295.0' �T a, . °, L10 S 46'50'42" W 96.00' .....•::...."..'`s:::.."`w ilf CO I I, I HOLY CROSS ELEC. INLET y _�ASSOC. EASEMENT GARAGE SLAB I i (BOOK 285, PAGE 253) 045- '~""Y 12" �' L11 S 7" E ELEV.=8212.2 I 1 I 8222.5' 8219.2';7 e0/ R '99.23'8 L12 N 87'0947'21"E 60.29' (BELOW) CO I 5 ' + 8223,8' 1 II � 1 55.38' c- t"---1-1 8223,0' WATER VALVE (TYP.) ,'y,_ // " / LC=54,88' 1 PIN _I \ r r / PAVER WALKWAY 12" '^;i' 11 / / CB=S 30'51'11" W l� 1 N 0 sD -L V 0R TE i 1 II f PJ `L L. 1 SPEED DIP CONDOMINIUMS f LL. it B22a.4' ; �• I (FLowLINE) �. Lu 1 I LLL Iry 1 1 L • �°j�, (05' LLL. 8221.0' 832x.5' I BUILDING OUTLINE �� LL, (FLOWL.INE) i ,n i I (TYPa n„';, LL BOUNDARY LINE TABLE 0 1 i �� # ELI` VENT LL. / ,�- CROSS EASEMENT AGREEMENT `C I I 'A 4 LL " 1 8221.3' / 1 .00K (BOOK 243, PAGE 809) LINE BEARING DISTANCE 8233.6' LLLL . :°ir �"r L1 S 34°51 '15" E 33.67' . LLLL 8224.4' /2.2' p /s6` r E 10 L- L. LLLLLL (FLOWLINE) ...„>4�-.,°'' a0 V L2 S 82 25'03 ' 80.00' # SEWER MANHOLE LLLLLLL ��¢' --1 ` ROCK LINEbL3 N 70°36'13" E 41 .50 zz r l RIM EL. = 8233.1' • LLLLLL LLLLLL LLL444 822.1.9:14./(6116' 1 ' DITCH LLLLLL. �' '"`' LLL LLLL 12" GUTTER 8221. #. [I) auTLINE G1 BUILDING ».,"° L4 S 87°30'35" E 54.16' i+ -�;: ILLLILLL , I Li LLILLILLL FENCE (TYP.) Z6222.9' //,' 8,' . �' LLLLL LLLL ��� �' L5 S 23°39'04" E 22.07` I14i.._._____ :r a_' °,".+" , j' :`• ..i•..v : .'4 ' LLLLL POOL `'�^�-v LLLL (FLOW!ItSE) f �� O L6 S 14°51 '38" VII 49,15' L4 ate. LLLLLL LLLLL ,,.• • �I r_ LLLLL U"'� �" LLLLL '' . • ,e' BOULDER (TYP.) GROW' OF Fait«�" ►� LLLL L ^ \ �,F �j`�,/" ° L7 S 81 °50'55" W 57.11 ' GROUP OF VERGREEN . L. `��- LL `.\ 8223.1'+ 1 ', Iv VTRGREEN q , TREES "` TREES dt`„" ° �: -Y�: `' _LLLLLLLLL LL + �� rpn'0'' ®��, a �, y ry1 8240.4' .- , 8233,8' r° �+ -P %� " ►r.�� as LLI LLLLL LLL =226.3' �22w3NE) eqk. L12 +� � � 0 gr.Ns ^��= © � • 2 L. LLL LLLLL110 411' yam , FLQ LI �' _- � ., it vfe M. r'8226.9' �s -''I ASPHALT v s" r!/ . r i$•° °to %p ©r! :''�: . 8225.8' SPEED DIP R•q H Vic4tP T �.�m �::m:y � a {.. r i ac ��� y Y''. {/� 8224.3' , °0`x- 1 _ ?�sk"£;mj 0 „:. fi ( =226,6' tea` r0 - --_,_____ _ u FIRE HYDRANT g `•' ,,'�� f �j .$,F? o -- - * ,s RET. WALL �� -' °„ 1 T 0 T /-1 C T I px,s ��G" #'�� 'f 0, ;e$, >� 82/..6, 2 .6'�?rad BURIED ELEC. �' • ;� ,,a :s UNE a I a1\ i • I_LL ( LIGHT POST (TYP,) °$ . N r ae��ppl�2 `4 �I • L L. �u :229.9' C.14 •!-1. ';'i` l � LL. '�„ =228,9' .'" - a - - .. ,. I\ " = . "' LLL. 8245.6'+ 8227.9' 8227.2 __� '� (� 7.`.,• WATER LLL " . 1{ --- ----- r- rtx LINE LL. ' GARAGE SLAB i^ BURIED C�TE 4� ,, .O .8228.6' , 8229.2' 8230.2' WATER MANHOLE�� L 54' t `'a228.8' .,, GENERAL NOTES: O L EL. 8234.3' CAN PED. �p '..,73:1-,3r PAVER (BELOW) ,8229.8' v T s z. . r i ., :; 1 0 1 -- , INDICATES AN EVERGREEN TREE (WITH TRUNK DIAMETER 0 e. 5.2' LL WALKWAY ,' Nom, a• y���� 1+ _ \ 8229.5' `t ON LARGER TREES) 061 LLL, y `�"� 8230.2,+ 8230.8'+) W LLL n t a ASPHALT z quiute. LLLLL L p GARAGE SLAB +,` DRIVE PARKING z LLLLL- LLL L,,,.L. f '�t„ EL. 8229.2' ; 'S ` AREA ; l�2 INDICATES A DECIDUOUS TREE wLLQ LilkLLLLLLLLL +8246.0' c r (BELOW) '40�% , \ ( '` / 823,.2" 48 an LLLLLL 0, g , y a r -�y C . 8240.8' ' '1 y a 8230.8` w +8247.0' ( Y '� `� \� t:-_ 8231.2' ta, x . "C- -. BUILDING OUTLINES AS SHOWN HEREON ARE FOR GENERAL LOCATION PURPOSES ONLY, f `ti s '40, 1 MORE DETAILED INFORMATION SHOULD BE OBTAINED PRIOR TO DESIGN OR CONSTRUCTION I*- --N.,..,,,,,,„„: 24" LLL ��IIJ LL 4 ; '� ; OF FEATURES UPON OR ADJOINING STRUCTURES. �� --------- rti...---,::::1:::::.:,.... . s LLL L LL�,,I I LLL `1 ' ; � y �iguelP 18 LrA R LLL UTILITY LOCATIONS SHOWN HEREON WERE FIELD LOCATED BY THEIR LLLLL RESPECTIVE COMPANIES, PEAK LAND SURVEYING, INC. ASSUMES NO z ���3 OSZg TMT J LL • 'Y 115- DIA•) RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN OR ��I,;wl - ,y _ FOR ADDITIONAL UTILITIES NOT SHOWN. ALL UTILITY LOCATIONS SHOULD • ROCK GARDEN „� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. �� i 8258.1 :...i WOOD STEPS ��. (Iaa' nln) 4I�'1i $, • RECORD DOCUMENTS UTILIZED IN PREPARATION OF THIS SURVEY WERE PROVIDED MOST WESTERLY CORNER OF ~'"�� %' •°0°0°0° •O 0928 ��� �r�� `� . BY LANE}DOCUMENTS GUARANTEE CO ORDER No V25OF THIS DATED OCTOBER 1 1D TRACT 8, VAIL VILLAGE SEVENTH FILING -° =262.7 GABIAN WALL ' O et 997. TYP. sv::: ... 0 O0006S,(500 c t5 0 O ♦ O NOTICE: �., • ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION N i • v . s°::.�.; ���O O• •O©O O J M• ��,. O O O O..•,:�..�.:„.• O O o O O • 7�°2 7'0 ��'�:a:••x 8267.2' .y. ;: : <. n, • O O O O O 0 0 0 0 0 0 0 0 0 O O ©0 0 0• 5• !� RAVEL O L . LL a ._;..:•- • _ O Ot � O• . • BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER , W _______4____. :�r:•.•:Y: :>;r%ro'' '-1 ` O LLLLL •© O • O 0 c LAVE • • • • YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION 1284 1�• -OLZB .:°! O • ' L.LLLLLL_ , 1,:r:. N • O O • BASED UPON ANY DEFECT !N THIS SURVEY BE COMMENCED MORE THAN • "'•O,I 0 LLLLL I 1 I .L ♦��, 1"' .•• YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON, ELLE. S LL ,, , .....:.:. , .,-.. ... O TEN • .. �b-LLLLI,_1..lML_L ,Q1�'�`• 1 w i '°'"'-.w.:;.n,LLLL . �' TRUE POINT OF BEGINNING - N 7�""'!►. FOUND No 5.CAP L.REBAR WITH 2045,, W _ � :...n..oC:zg _ - -- - 351.111 . 71 ' _.. .. - ----�,,-�`_ S X19°g2'J'7" W `� 515.00' SURVEYOR'S CERTIFICATE WOOD TRELLIS FOUND No. 4 REBAR WITH ALUM. CAP �`_ _ FOUND No. 4 REBAR WITH WASHER ANDA PLAIN No. 6 REBAR "�"______ - -Y_ AND A PLAIN No. 6 REBAR THERENT STATEI OF GOLORAODOSDONAL FiEREBYDCERFT THE LAWS WAS ' MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND �� CORRECT TO THE BES ..^:'' „ r::.+.OWLEDGE. 1 _, [TATE: -,-,A r >I.::< . CENTERLINE , ___________________--�__..�_, ^fy/ .>, ► T B{CGS OF TRAIL ` ',,y*""'r' '.:' , • ,,�•�'�� �0 P,L.S. 27598 (UNPLATTED) 24o1ft/.EAK"r' ° LAND SURVEYING• INC. • 0 m cd TOPOGRAPHIC MAP NORTHWOODS CONDOMINIUMS N A PART OF TRACT B, VAIL VILLAGE • a SEVENTH FILING TOWN OF' VAIausw. L, EAGLE COUNTY, COLORADO ,g PEAK LAND CONSULTANTS, INC. DRAWN: JR REVIEWED: BB totEo PEAK LAND SURVEYING, INC. SHEET 570T w 970-476-6644 FAX 970-476-8616 DATE: 06/05/98 PLC JOB#: ��� as 1000 LION'S RIDGE LOOP VAIL, CO $1657 t 0 p.