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HomeMy WebLinkAboutBIGHORN 5TH ADDITION BLOCK 5 LOT 16.pdf x A _ 4 FOUND 5/8- D0. RE_ NOTES: 1) DATE OF SURVEY: 1/6/03, / LOT 4 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR l / \ / EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, s LOT 17 * 0� �M� // \ RESTRICTIVE COVENANTS, OWNERSHIP Til)..E EVIDENCE, OR ANY QTHER , FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO'COLORADO LAW YOU MUST COMMOCE,ANY tXGAI, ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YFA17S O \ AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT; MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY OE COMMENCED MQRE THAN T N YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. g� 4) BASIS OF ELEVATION: SMH INV EL-8545.40 LOCATED IN MEADOW DRIVE LOT 16 ADJACENT TO LOT 11. �O 0.5000 ACRES \ kP 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTATION AS SHOWN HEREON. - ��' 6) 2• SNOW AT TIME OF SURVEY. 7) ADDRESS: 4859 MEADOW DRIVE EDGE OF ASPHALT DRIVE \ \\ 00 FOUL BAR 5/8" DA. \ \ LOT 5 / /SPLIT RAIL FENCE \ ROCK WALL \ SO 7Q WIRE FE O NCE `7aO s. \ 2o.z \ 7.4 HIGHEST PEAK 8558.2 \\ � \ IMPROVEMENT LOCATION CERTIFICATE � \ FOUND 5J8" DIA. (n , REW I hereby certify that this Improvement Location Certificate was prepared for TONY AND CYNTHIA RYERSON NOTE: AREA UNDER SNOW. ICE BUILDING OVERHANG 7.3 BUILDING OVERHANG // that it is not a land survey plot or improvement survey plat, and that it is CONSTRUCTION PARKING COVERING 200 29.5 / not to be relied upon for the establishment of fence, building or other future FEATURES IN THIS AREA ' . /// improvement lines. N 9.5 WINDOW / WELL r4 I further certify that the improvements on the above described parcel on �• PEAK ENTRY 8545.9 a. 9 this date, 1/8/03 , except utility connections, ore entirely within the / boundaries of the parcel, except as shown, that there are, no encroachments upon the described premises by improvements on any adjoining premises, 0. IE WALL / \ / except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. ic LOT 15 Doll • µ 0' 20' 40' 60' TOW QF VAIL 'r•�r' `! l 'h'�,.`' WN�26599 �'`' DESIGN A R OVAL STAFF DATE: IMPROVEMENT LOCATION CERTIFICATE BIGHORN SUBDIVISION, FIFTH ADDITION LOT 16, BLOCK 5 TOWN OF VAIL, EAGLE COUNTY, COLOARD 41169 HIGH*Yi 8 do 24, EAGLE-VAIL P.O. BOX 1230 EDWARDS. CO. 81632 (970)949-1406 12811LC.DWG M. POST 117103 4 $ NO, 4 28 t. IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared for FIRSTBANK OF WESTLAND , that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines. I further certify that the improvements on the above described parcel on this date, 10/18/91 except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent py1dCPce or LOT 4 sign of any easement crossing or burdening any part of said,,,•p�F}pey-., txcept as noted. 4.••" """•• l Date: Ap AS'-IJ ' -7 Stan Hogf dt; f' •' SCALE I = 20 LOT 1 / FOUND No. 5 REBAR Colorado P.L.9- 98 `t, DATE OF SURVEY: 10/18/91 '', ' ••••' `� �a o 615 W M O, ,00 PARCEL C 0 N 6aoFj� s, 0.2631 Ac. 5 / 69.87 3 y FOUND No. 5 REBAR NS 00 14 LOT 5 cJN OO s�cn 0. N6 ` -19 Ng1°55 p0 E o oo 27.7° PARCEL B o aoSC a 0.1601 Ac. 0 N6 35s PARCEL A ° ?' 0.0768 Ac. cn 0 �0 Co TO�, O' o O LP u' C DECK �� O: BUILDING 2.0' m OVERHANG _ —I 29-2' O N� N S 810 55 00 W o. 9.1 �1 53- 0 N 2 STORY 8.0 0" UTILITY 8 !23• 1 Z PROPERTY ' ao WOOD FRAME - DRAINAGE PO SHED o EASEMENT OD o LINE FOLLOW O DUPLEX PARTY WALL FOUND No. 5 REBAR 0 8.7 ASPHALT O �" of 18 Q PARKING p_ 24.8 STREET ADDRESS' 4859 MEADOW DRIVE �� „ N 2.0 G WINDOW � �, S$1°55 00 0_ OVERHANG s0 27.00 N TIE WALL 22 \aa 96 0 1o00� W 60/BRICK a3� / BRICK WALK S 8 rJ5' �� 6yc5� 5 lN`EP5 SO' C11. o50 00 LOT 15 FOUND PIN a CAP L.S. No. 26598 IMPROVEMENT LOCATION CERTIFICATE PARCEL B 84 C 1r1C►TICE' A RESUBDIVISION OF LOT 161 BLOCK 5 ��.�s s � r_��r;��-=sz=_z� �ar—�e;t'•i'—mss..°— �'� 41199 Highway 6& 24. Eagle-Vail According to Colorado law you must commence any legal action based upon any defect Post Office Box 1230 in this survey within three years after you first discover such defect. In no event, BIGHORN SUBDIVISION FIFTH ADDITION Edwards, CO 81632 may any action bated upon any defect in this survey be commenced more than ten years 303-949-4406 from the date of the certification shown hereon. TOWN OF VAIL, EAGLE COUNTY, COLORADO 1281 SAM ECKER 10/24/91 N I J, 7, f A, 'A tit t WI t w .,l J�t F.� t e� "'i ._'­ , ,%hr W., i; qI 4i q­ �4%, "IF Y oi,v-,z !9� tv 1,� pv., ef ",­ �- "r: ,I�;, "I - ",­I T.; "It 711:11 V'IR 4 _71 e,,;, VI v. I,00 li,Trztt�i Y, -.0,37, w, . I. v":;,�l:l:-, " I, , xl� �7ii �;_J� I­­I- � - p Av I'p I K,J�I-il 1�-,, fF j,­6 0 5,w X It 'n W� �;X 4, 35 ,- I- �; 1 4, T,W. NIN F_,�; x,� -q4 tt,- W W-4-;1% -All I's Tv�-,-1 T, it" "K AU v'r111 It. 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Amply Vol ..... ..... . k "Y" I Iwo, my Vol Khoo? A S", Q W YO AIM 2,loop&$ too Woo-At" 0 And slow "NN ivy -WT I sly Amot �Qo,ivy n- I on �T VIA; *4 -dim ......... dam rap low f 'Flow, -WATT plot" A bowl SAO n 'A MAW -T moo- MAO UMMU!'"Ok 1301,154 Pqq Tons, "ITNI Sly"MI Aago, Cis n Ofm ____W how F­ vain.. tot ions j; A", Im- owl Ong T ?*-a am also VWAINKA 547,"a-01. "71 W into;&Aa PAW�00 -ivy low vvy- ,is,-MAW, KIAMR wit WIM Bill an-an My colors No:VAIN r�wll PIT My QW VIA 10 Ty"?tot VY50,_ oft,liff�n; sags, --ON r 2X& TREATED P41TH E=XTERIOR STUD WALL �, 112" d+ X 10- EXPANSION P41TH SHEATHIN6 J ANr-HO2 AT 1'-4" / ---...______1/•.2" ISOLATION JO I N`I= J4Xdt"FX?f ! -- 4" CONCRETE SLAB ON c9RAC>E a r J i P41TH 4N,4^4.F, ON 4' &RAVEL BASF n 6° " VL&RTIGAL --- - _-*5 A,T 2`-0" HORIZONTAL �_ . - 05 AT .2`-p" X � I. C3A7L.€I�1 ELEVATION 100'-0" SHALL MATCH EXISTIN[ *CITC-HEN FLOOR SLAS ELEVATION. �. ExxX'-x•l INDICATES TOP OF FC3tJN').4TdC71v wALL, ELEVATION, Engineers, Inc,(� 3. (XXX'_X") INPIC,ATE5 TOP OF FC�OTJNCv ELEVATION.. 4. CONTRACTOR . ACTOR 5HL1_ F OLLO" ALL L#5TIEP IN 50ILS Avon REPORTP.O.�. .BCfx 1 s?7 --�� • 1= 71I E;smhmAxk R Suite Avon,Cakrrado 81620 °�, FLOOR ELEVATIONS, S 4N4r1 ARE AT TAP OF SL A15 AT Tp4� OF (970)94Q-?-68 'Rer PLAN PL`r'4"4000 FLOOR SHEATHINC5, VAX(970)9494054 EMAL1.. �m c�tf rmoru��r•nc:1�r41.c:�,rt 6. FOOTIMSr ELEVATIONS 51-te;P4N AQE MAXIMUMS AND MAY NEED TO BE LC RED DUE TO 501L C ONDITiON'5. VERIFY GHAN&F-5 WITH SMUCTMANaIJE . �n Vc 5ECTION 1 1 4701 ?y kc+ap Strrc,4 t4sc : tie EX15TI1 �. PLACE SLAB ON &RAGE CNvi STRLh,,TVRAL G�MII�AGTEC2 t^ILi_ 4�R Q01)623-4927 SLAB ON -.., NATURAL &RAPE A5 C:VTLINEP IN SOILS REPORT, 23 7 FAX��cr'���w r,�,. 4 -N -uL c e vc usa rurr e•ry €-c±t. c�aa b1 'AS?E fiLtX3R `' 8. F�Re�Vls'?E CNT4_ JOINTS OR GG2N5T :�,IGTIN DINTS A5 SI-0W?J / ON FOUNDATION PLAN, MAXIML" 51Ze CAF= EACH o*REA 'SHALL. NOT 112" 1 7LATIC71,! �+—h- I EX�IN6i FOOTIN r "2 EX 15�'I' hZC� �+ EXCEED EIS 144 F'�'.' JOINT STUD 4N.ALL Dillon w1'TH SHEATHINO a EPDX-r"-DOWEL q. CONTiI ACT R TO C.00RPfNATE ALL 0+IME IONS AND PETAILe, 765 We6t ,+ m-nome Trail,Suile' 02 I i41'c�xt,Ci.s1K1[Y d a M)4,15 4" SLAB ON GRe�t E c / ` (.4)—*.% X 3'-O" V41TH A•RGHITEGTVRAL [?RAk4IN&5 AND EXISTINC`5 NVITION5, x w1 rH 6X6 4'42'.1 X pj2.! EmXISTIN& FLOOR � �" DEEP INTO I?70) 51� I�I? V+4.3N.F• SLAB C��JN�AT1>ty � �+/ EX15T'IN& FOUNDATION 10. REFER TO ARCHITECTURAL ORA"IN FOR 'STAIR FRAMINC7 PETAILS l ld?fr*1�, rl l:lnt�•mt+ts(+ 't) SILL.3-7272 10tAL:L AND FOOTINC76 AND LANIr?lt�, SLAB ELI"VA TIUlVS. lJ'ry(�•�:"`"•(t?4��i 'V�! • r•{.WV a �1Y a �V'r ��-�CbY ��Y' S j}'.�.. � s ' .'� ��OY Q � .C+ + t1 fQ�• �7 " e..7 � ° � `r` a4c7•• °wv`� ` j�4<,r LC '.'�' NEIoN &X6 51 n a n�` ar { f�.t7�Sn±c9/tC�rs "t�t?E�i t� [100'-0") l I, NE" FOUNDATION � — INALL . 1 } F- Co- r � p L -J _ V�RIF•r? U. ./ ,,+^` T ION IN FIELD �11I NE" �i° SLAB oP`I 2.1 E Imo, � ExISTtNS � !WITH EsX6 I^ .I ad 4+x.1 31.4" � I',�e S G31+1 LAB rVRAPE FLOOR & r uj GC?LLIMto1 -RE i PLAN I l GUT Iwx15TIr,4C-i 2 314." FLOOR SLAB 1 FOR NEW FOOTINCr { � ,►rr�/ir LIAIJ 0 co NELk4 (A)-2X-b 0 EXiSTII•i6 CO Z) RE. PLAN L� � � � �BE<AM LINE 'M EACH IAY ATCH EXI'5TINc5-- EACH ' l J FLOOR 5LA5 ELEVATiON S1 - NEP4 4'-�., X 4'-0- X 12. EX4STIN[� �4FCOTIN5 4NITH (5)-*5 wwiiww�s SLAB ON �, EACH 4NAY IWEMOVM GRAPE FL-C)OR •� i �J.� 1 E}C45T#NEi FCaUTINtS "1 / AND REPLACE) urr� �oi'3' -8Xa COLUMN � �pUNC� 1®N V4ALL 114" <ERFE'D STEEL T-PLArE WITH I/'2` 0 °�k T HRU-50L.T• ANp (2)-114" t9 X A" EXPA'N51ON rrtl+Er-HORS .. .m. .� -.-_LAVERS IN - - 07-15-02 1`" Not4-5HRIN<— -- j '�s.:�,NDD D GrROUT I DM" By MSH 1 142' 112" I CfwcWd By H$ P'rajeet Na" 5676 — — z - - T.___,10"" 0 CONCRETE �� NEP4 $Xl� IvIE4N aX$ PILA5T9-R, V41TH (�iA—a4 1r'ER T1G.�+i. COLUMN COLUMN AND (2)-*3 TIES +} - 1:2)•.!14 EACH KAY si fat n It Asmow a*=x*%4,mammal Monroe & Newell En,gi.ncers, Inc. uj wx z Avon P-0, ]s} l 15W7 WMAL a++ca rraeuar ,c•recws"lt.c^axnr ,Denver 1701 %N n cwp Strr_oc, Sulte?(X) (303)673-4427 FAX 003)623-6602 t EMAILz3 s� ttrc>r►ee+r-nawrlt.stanx Dillon :'65 We—,C Anenrmie Trakai.Suitw 202 MO))513 }(A)O FAX(970)51-A-7.27? £ EMe' IL, tlil3c�t�ix aFSrnr�� r��vr E4.t:r,ast i , COLtR-IN .i COLUMN y C� J Q` 0 c4i EXISTIN& P4ALL �,� --- A d HEADER T 'AL NEW FLOOR z O A T I •d IL COLUMN i�f�MINEa INTO W uj CUT T L 1_2xL2 AT.:. �. +I � � T � EX15TIN6 STUD V4.ALL.. litisilll � I EX15TIN5 AND HEADER � 5TA'PR S5 , FRAMINC5 < @Ej Er aTIN EXISTIN& FLOOR „fOISTS � uj 0 > ANAL,L J CO f COLUMN EXISTIN(q BEAM EXISTIN& BEAM NEN BEAM 5 i f � (3)-.2X6 uj C.C1LtJMN / t Mal „ co -. b uj EXNSTINC psi FLOOR JOISTS >= co I k d Daft 07-1 5432 Dram" By MSH 1~hW**d By 14S ex1SP JNr_-r FLOOR BEAM Pmjtxl No. 5676 2Xb AT-, - - - _ - (3)--2x _ C.OLO-IN COLUMN & EC- OM.�, FLOOR .4ND LOW S2 1/4, W C-0 - F ....................... ................... ........... INNI W, . I +^— -----EXTERIOOR STUD WALL g WITH 5HEATHIN FLOG3R SHEATHIW& FLOOR JOIST ARE, PLAN �/—WATeRP`FZOOFINe5 AND WITH SIMPSON FOROTECTION BOARD IT HAN&ER ItEe ARCH. DECK SHEATHING I. VERSA-LAM (2)-I 3/4" X -l° TO 5 I12" BEAM REe PLAN AT 1'-0*' DECK JOIST 1 -%5/4" RIPPED __.____-. - (TOP SLOPES) {' LAMINATED VERSA-LAM LED&EF2 WITH IOCI NAIL'S AT 4" fSTAC SER) 314" - D" Monroe & Newell Engineers, Inc. (10" MAX.) VFRIFY IN Avon FIELD 11.0, Box 1597' M 1"letrchniurb Road.Suite 204 Avon,Colnraudt 81620 (970)949-7768 FAX(970)949-40154 HMAIL rcvnn@gkmonnw-ncwweIl.com P 3/4 J6" q 1/�" , VERSA-LAM BEAM Denver 17011 Wy nkcx)p Street, Suite 200 Denver.C-olcdvAlo W202 --FLOOR SHEATKN& (303)623-4927 1/4" BENT STEEL PLATE WITH (4)-3/4" (V �� FLOOR JOIST RE, PLAN Fnonrok-new3-l�fom t".Ar1�ll, tlea�vcn[+rrlrmr�-t�cw'rlt.cvrst THRU-BOLTS VEkSA-LAM BEAM Dillon RE, PLAN 765 West AzumomNe Trail.Suite 202 Dillon.!C`talrwulo 80435 (970)313-1600 FAX(970)513-7772 p IL1 &ECTION 0 r 4 � NEW bXe> (4)-2X6 ` COLUMN COLUMN ~ R SIMPSON Hu-F _ WQ52 2 F'I;Ai'w1_INC2 NQTF;61> C!r HANaE 1_ aTAtR 1. ALL WOOD FRAMINtS JOISTS 'STALL. BE BGI/-4SD TYPE JOISTS AS 'OFGd���� NEW r*3. Xb MANUFACTURED BY BOISE CA5CAOE CORPORATION. ALTERNATES COLUMN SHALL HAVE EQUAL OR BREA.TLR CAPACITY AND SHALL BE +e# I./ V.L. REVIEWED B+'' THE ENC7INEE•R OF`RECORD. �)-2X 2 CASCADE CORPORATION.INDICATES - AM BEAMS, A5 MANUFACTURED BY BOISE j�NEW ( ALTERNATES SHALL HAVE THE SAME OR / COLUMN &REATeR CAPACITY AS LISTED IN THE 51eRUG TURAL &ENE'RAL SIMPSON Q I/ I CI.'4"�O I NOTES. M K4 H.AN&M AT 1`-0" 5. [3 INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMINcS NOTED Uj ON PLANS. 1 12' V.L. --- �/ LLJ SIB HU 4. INDICATES COLUMN UP AND DOWN U�ILESe5 IT BEARS CAW HAN45 COW--RETE WALL OR FOOTIWc5 FLOW. 0R IT IS LABELED LIP ONLY. U > NEV4 M)-,2x& I Il8 , UP ONLY 5. INDICATES TOP OF BEAM ELEVATION OR PLAT~ HER&HT ELE /AT1OW, COLUMN 0.. SIMP-p'ON Ht} TOP OF ". b. INDICATES TOP OF 5�UCTURAL FLT 15HEATNING 1-IA+,NiC ER PLYWOOD ! � ELEVATION. r ■ > 1. HEADERS SHALL BE L22; UNLESS NOTED OTHERWISE. ALL U < I f1I HEADERS SHALL BE-BUM-T--OUT TO 5 112" (3 1/-2") WTI.TH BY ADDIN& PLYWOOC) 5PACeRS AS -REO�TUIRED. EXISTINeSr-- lx � �fi 0 > al 1/ Bfwl/4 50 r NS SHALL BE f3)'-2Xb UNLESS NOTED OTHERWISE, BEAtRIW15 �, j • 8. ALL. COLUMNS STUD WALL -1 3/•4" X i N/4`" �» WrC7' COLUMNS SHALL BE C.ON1 tiWUCh-fS I*RUM FL®GAF' Rf.l AT I'-<i" V.L. JOIST AT TO FLOOR OR FLOOR TO—ROOF, TRIMr- M15 SHALL M ADDED TO - 11-0" fREMOVE WOTED 'OLUMW SIZES AS-REQUtREV. EXI'STINit°✓ T'RUS'SES) Z) INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS � BEARIN& LOCATIONS "ALL LINE UP WITH STUDS BELOW. W j 11. STUDS.EXTERIOR TO S SHALL BE GONaTR1.ICTE0 USINI� 2Xb LU c:JR WALL � NE►^+ (2)-c1 1/#" EXTERIOR WALL DETAILS r-OR 11Z ADDiITIONAL INFORMATION. f*s)-2Af r- rr V.L. HEAD L NEW (4)-�X[a COLUMN '+ COLUMN � EXTERIOR STUDS CAN BE SPACED' ,�°-O° FOR WALLS SHORTER � THAN $0'-0". STUDS SHALL BE SPACED 1'-4" FOR WALL SHORTER 0 NEW (3) X1[3 " '�-EXISTING& E)XISTINiC� EXISTIN& H THAN 14`-O" AND TALLeQ THAN 10'-0" HEADER EXISTIN& HEAPLII'R E3EARING BEARING 0 0 BEAM 2X12-ROOF BEAM WALL WALL < L2. ALL BEAM/BEAM AND BEAM/COLUMN r-ONNECTIONS SHALL BE mi JOISTS W MADE WITH SIMPSON STEEL PLATE CONNECTOR'S) UNLESS NOTED? Ln - - I 13. REe ARCHITECTUtRAL DRAWIN&6 FOR LOCATION AND SIZE OF Uj �y w ROUGH OPENIWCC+S IN V400D STUD WALL'S. V "V I4, REe ARCHITECTURAL DRAWINGS FOR 'HANDRAIL AND STAtR _ FRAMIN& DETAILS, NEW S'I1Mt0hi tGl {� E}CISTIN67-IPZQOF FRAMINtEs -, ym U HANGERS j Y � Z _ Date 07-15-02 LjjNE (.2)-12" V. HAN&ER 1, ROOF SHEATHIMS 5/B" (40/20 SPAN-RATIN6). STArSCvE4iZ PANEL END JOINTEI, SIMPSON ,2X12 AT AND FASt1PpGIRT H IOd NAILS AT 6" MAXIMUM ALL EDGES AND 1'-0" MAXIMUM U 1-iAN�aER'S .��., Dm By M5H 2XL2 AT.�' REMOVE 2, REe ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEI5HT'S 21_01 EXTSTINtrS NOT NOTED. Ch'W By - HS �+ / WALL / ALL HEADERS SHALL BE (3)-2Xta UNLESS C3THERWISE NOTED, ALL 5676 IN <p HEADEfRS SHALL BE BUILT OUT TO °5 I/,2" OR 3 I/,2" WIDTH BY ADDING �! NIC1, __-a_ _ -- ------- PLYWOOD SHIMS AS REOUIREO. OF XI AT- _ -_----- MATCH V41N1* O" 4, ALL HEADERS LC3N�ISER THAN (r'-Q"- jkj6" REGN)IRE TW�J I � � ��� ��� . NEW B S T UD5 AND TWO EACH SIDE. -1�'" ' .L. DENT (2) RANIIW6 S. ALL _101ST HAN&eR5 SHALL BE SIMPSIMPSON LUP OR LSSU TYPE UNLESS OTHERWISE NOTED. 3 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND E30TTOM ---- - SHALL USE 51HP50N PLATE CONNECTORS UNLESS NOTED OTHERWISE ON DETAILS. -I. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO ROOF (1W LUDINb'RAICE WALLS). - 8. ALL COLUMNS SHALT_ BE (3)-2X& UNLESS OTHLaRWISE NOTED. l S3 m Ifj I/4.. 1.-0" ROOF 5HEATHtN&------� ROOF -jOi5TS L2 RE> PLAN - RIP 5 1 50TTOM OF .JOIST AT OvERHAN& BLOCK I NCB - - FAS.IA RE, ARCH. `$r F EXTERIOR 'STUD WALL "ITh( Monroe & Newell 5HEATHIN5 Inc.ND 4NINpC74N �F]�iI1�CF4, ili Avon von I P.O. Box 1204 li 1f\mil 717 Berxchm.►ul,C Road,Suite 2+f3�t Avon.Co14x�o 814520 3f4" I._�.. (9'703)949-770 1°r47i (�37t 1 949-4054 [�:,'vtrtLL *v4m(motmw-newe11. om Deaver X [7(11 4t'vnkcxYp Street, Suite"'W FULL PENETRATION waver,4(303>623-4927 80202 2 4WELD5 {303) fW FAX(3173)ta2_"4-faf+(1`L k?wiAlt &-nverCa?m0aW-nt'wcU.Can1 ROOF SHEATHING. BENT NIOX!5-4 /—HIP STEEL BEAM C2)-L2" v.L. HIP' BEAM WITH 2X RIPPED TOP PLATE AND �11�rCslfl IA ." �' E4pLT5 7b5 Wei( A(Wtoae'1ok)r &80435 �� iliilntx,Ga{ckt Bt343 r `� (9747 513-1—72 3531 _ FAX m-e- 513-V-72 [:MAIL. dl csnE°�catcxtrc�oc-ncs3l.c-an8 !f (4)-2X& COLUMN 1A4'" STEEL PLATE ' F F€RAM IN NC:T 5: BEAM SADDLE V41TH 3/4" tP THRU-BOLT i, "RC3pF 5HEATH1k+lCS 3Ab" (4C7A.20 SPAtvf RATING). STA& iER PANEL Ertl ,J06NT5 -� �" �•' ••�� 3AI6 , X1:7 AT AWC7 FASTEN 4+vtlTl-I Id,¢ NAILS AT Fa" MASXIMUM ALL ED�sES AND I`-r'.�7" MAXIMUM � co IA4" 5TEEL PLATE .2XL2 OTHER SUPP 7R.'T5. BEAM 15ADDLE WITH 3A-+l d) THRU-BOLT �� �XI� AT 2• �T NOTED, FOR RC3C)I✓ 54,t�1"'E'.S AND �ARINtS PLATE HE1C�s�#T'S - �y ��--gg (,t .ALL HEA +E F2'S SHALL -(3 ''• w...:r OTHEFZP41SE NOTED. ALL 2X L2 ski S �x�Ar HEADERS St HALL BE 1L OR 3 112"" IN10TH BY AVOING y 0. �0 - PLY�I� SHIMS S E ~ 07 5 4, ALL HEADER5 LONER THAN 6'-0" 'SHALL REQUIRE T)e40 TRIM • r - ry e)4 STUDS AND T"O KIN& STUD EACH SIDE. 0 2xL2 AT 5 2xl� AT 3 IA,2"' ,.t._C'• 5. ALL JG'tSr 3-IANl5ERS SHALL BE 'SIMP'SCU1w1 LUP OR L� T't'PE . '-C+.. .J a 3 _ UNLF-55 OTHERWISE N OTED, 2x h V 2 I2 f9. ALB. BEAM 7C� GC7L.IJMN GC�PxNEGTI[ WS, BG�TI�I TOP AND E3rJTTC7M �®w� �)-•1,2" L.v'.L. SHALL 115E 15IM N PLATE CONNECTORS UNLE55 NOTED Ln HIP BEAM 0 I NI .. L.V L. - _,� BENT QTNE 'lNISE ?N DETAILS. 2x1.2 AT -- 7. ALL EXTERIOR 4^IALLS SHALL HAVE CCONTI� 'STUDS FROM 1■raa �'XI.� AT FLOOR To ROOF (IW LUDIN& RA<E 4w,Ah,LLS). ' 6. ALL COLUMNS SHALL BE (3)-2Xb UNLESS OTHEFb-9SE NOTED. 0 > 2x12 10"IQ" L^& BOLTS ' ., AT • 0 ._G. TYPICAL L '-t2" 2, 2XL2 AT &ECTION RID(5.E BEAM - '42Ea PLAN (-4)-2Xb 0 0 5HEATHC CQLUMN „ IN OOF .JOISTS co -RE i PLAN, "I TH Uj IHAN&E RS r Daft 07-15-02 a $' B Chocked By HIS Project No. 5676 Revisions 7/22102 PERMIT THRU-BOLTS OPEEsRLAP AT -IR06E & TI T OWE fR fR S4 IAA" . I'-0" �a< L ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL S 1%4"WHOLE MEMBERS BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN-ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEVWD I3Y THE ENGINEER. 1 1 NQN-SJRLICTURAL F.LEMEbT'S :W 1 LIVE LQ693 USER IN DESIGN; E ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE A ELEMENTS SUCH AS NON-BEARING PARTITIONS,ETC.ATTACHED TO AND/OR A ROOF>3 12 SLOPE 80 PSF WITH ACI BUILDING CODE 318 LATEST EDITION.UNLESS NOTED OTHERWISE. USE SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED ALL EXPOSED EDGES OF -OTHER STRUCTURAL MOVEMENTS. ROOF 5HEATHIN& B ROOF<3 12 SLOPE, 100 PSF CONCRETE AIORK SHALL.HAVE 314 INCH CHAMFER. ROOF �1STS L2 I 13 FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDER AND SHALL MEET C. TYPICAL FLOOR 1.00 PSF 9 RERE NFORC!EM€NT ALL CODE REQUIREMENTS FOR THE TYRE OF CONSTRUCTION SPECIFIED BY THE RE, PLAN - RIF2 ° VERIFY ARCHITECTURAL DRAWINGS.STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED BOTTiOM OF JOIST IN FIELD A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM UNRESTRAINED UNLESS OTHERWISE NOTED. AT OVeRHANE'r D. EXTERIOR DECKS 100 PSF A815,GRAD 60 EXCEPT TIES,STIRRUPS AND PLATE ANCHORS WHICH SHALL BE E WIND DEFORMED BARS.ASTM DESIGNATION A815,GRADE 40 OR ASTM A708 GRADE 80 12 GENEBAL 51LOGKIN& 1. BASIC WIND SPEED 80 MPH 2. EXPOSURE B B WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 GRADE 65 AND SHALL.BE A ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL'STRUCTURAL SUBSTITUTIONS. Waiwnwk nrwwesos wru�nr�. - AT SIDE AND END SPLICES AND WIRED TOGETHER, >� �+ LAPPED ONE FULL MESH B VERIFY ALL OPENINGS THROUGH FLOORS,ROOF AND WALLS WITH MECHANICAL AND FASCIA F. EARTHQUAKE ZONE E C. REI'NFOR'CEMENT PROTECTION ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS.SI"-.ES,LINTELS AND REe ARAS,H. 1 CONCRETE POURED AGAINST EARTH 3° REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY' �• G LIVE LOADS ARE REDUCED PER CODE 6F APPLICABLE 2 CONCRETE POURED IN FORMS(EXPOSED TO WEATHER OR EARTH) 2'" 2 M TING,-IbISPEC_TLONS AND OBSERVATIONS_ 3 COLUMNS AND BEAMS(TIE EARS) 1-112"' C PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER 4 SLABS AND WALLS(NOT EXPOSED TO MATHER) 314* ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS A CONTRACTOR SHALL PROVIDE COORDINATION FOR SPECIAL INSPECTIONS OF THE AND SUPPORTS SHALL BE OBTAINED UNLESS SPECIFICALLY'DETAILED ON CONSTRJCTKSN(PAID FOR BY OWNER)AS OUTLINED IN THE PROJECT D REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS,RESPECTIVE SUBCONTRAC70R SPECIFICATIONS AND LISTED BELOW IN CONFORMANCE WITH THE PROVISIONS OF SECTIONS 71,7 6 AND 7.7 OF ACI 318,LATEST EDITION. SHALL FURNISH ALL,HANGERS,CONNECTIONS, ETC.,REQUIRED FOR INSTALLATION OF CHAPTER 17 OF THE UNIFORM BUILDING CODE SPECIAL INSPECTION SHALL BE HIS ITEMS PROVIDED BY A QUALIFIED SPECIAL INSPECTING AGENCY AS APPROVED BY THE LOCAL E NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR BUILDING OFFICIAL. AUTHOM2ED BY THE STRUCTURAL ENGINEER.LAP SPLICES,MERE PERMITTED.SHALL D_ PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, BE A MINIMUM OF 48 BAR DIAMETERS FOR 118 BARS AND SMALLER AND SHALL BE A MECHANICAL ELECTRICAL AND STRUCTURAL DRAWINGS,MISCELLANEOUS EMBEDDED B THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR. MINIMUM OF 80 BAR DIAMETERS FOR 07 AND 46 REINFORCEMENT UNLESS OTHERWISE ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED OR STIJI7 � NOTED,MAKE ALL BARS CONTINUOUS AROUND CORNERS, BY CONCRETE:CONTRACTOR STEEL SMALL FULFILL ASTM A36. 1 SOIL PREPARATION IV*IALL WITH F PLACE TWO 05(PER 13"THICKNESS)WITH 2'-0"PROJECTION AROUND ALL OPENINGS IN E PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED'I O EARTH SHEATHINtEr NIIIIIIIIIIIIIIIIII CONCRETE WALLS,SLABS,AND BEAMS ALSO PROVIDE TM#5 X 4'•0"DIAGONALLY AT AND W I'NDOV4 a AND SLAB O EXCAVATION.FILLING AND COMPACTION BELOW FOOTINGS EACH CORNER. F SUBM7 SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL HEADER Monroe roe Newell AND SLAB ON GRADE. BOTTOM BARS WALLS AND BEAMS SHALL BE SPLICED AS ST MINATED WOOD FRAMING MEMBERS,AND WOOD JOISTS THE MANUFACTURING Engiil+-ers, Inc. EL..LAMINATED I f 1 2 CONCRETE G CONTINUOUS TOP AND BC3 FABRICATION C'DFF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL FOLLOWS TOP BARS AT MIDSPAN. BOTTOM BARS OVER SUPPORTS BE ENTIRELY AT THE RISK OF THE CONTRACTOR Avon e. THE TAKING OF TEST SPECIMENS TO DETERMINE COMPRESSIVE 3/4" z I._D,., Avon 7 P4+A2QNRY G WATERPROOFING,VAPOR BARRIERS, ETC..SHALL BE AS SHOWN ON TIME ARCHITECTURAL P.O. Box 1$4'7 STRENGTH. ?rD I3chsnark Read.Suicc 2(Y1 b PLACEMENT OF REINFORCEMENT: SPECIAL INSPECTION NEED NOT BE DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS hinar t°c�4��,Su tc20`4 A CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90.GRADE,N.BRICK SHALL (970') PRIORNUOUS, BUT MUST BE MS I ONCE PLACEMENT IS COMPLETED AIVD FULFILL ASTM C62.0216 OR 0652 MORTAR SHALL BE ASTM'0270 TYPE S OR M. H ALL MASONRY AND STONY VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR FAX( 0)919-a54 PRldlwl TO CLOSING THE FORMS ITEMS TO 81=CHECKED INCLUDE BAR WJVkL1»S AS SPECIFIED IN SECTIONS 141]3:8.4.2 AND 1403.8.4 3 OF THE UNIFORM B1l1LI31NG I L",1-L n�°ur r»atunt•tteweli. om SIZE,GRADE.QUANTITIES SPACING. LAP SPLICE LQCATIt3NS. EXCESSIVE B MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE CODE RUST,AND PROPER BOLTS AN COVERAGE STRENGTH OF PM OF I SM PSI BASED ON GROSS AREA. 1 314" X L2'" VE'R5A-LAM C DONEI N A CONTINUOUS BOLTS AND STUDS SPECIAL INSPECTION SHALL BE I ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKER AGAINST FIELD AND LED&ER. NAIL, THRU Denver ANCHOR R A METERS,EM BASIS.ITEMS T S.SPACING CHECKED ARE PROPER C CMU SHALL BE FULLY GROUTED BELOW GRACIE. ARCHITECTURAL DRA1MNGS. SFIEAT"HIN& INTO? E3L0(_' .IN(r 17tH '4 ynkoop Stxecm,Suite 200 ANCHOR DIAMETERS,EMBEDMENT LENGTHS.SPACING BETWEEN WITH (g)-I+bd NAILS [7enver,(7olorrAJo 80202 ANCHORS, EDGE DISTANCES AND CONCRETE CONSOLIDATION AROUND L L�3 Ili") A T I'-O" (303)623-4927 ANCHORS 5 STRUCTUML STEEL FAX(:303)1423-66&2 F OOF 5H,EEATHWN& ) EM[.A:[L dcnvcr@?monroc-newe.II.crrm. 3. `STRUCTURAL WELDING A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS IL i13 L2 WHICH SHALL CONFORM TO ASTM 992,(50 KSE)AND EXCEPT PIPE COLUMNS WHICH ROOF ,JOIST a ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION SHALL CONFORM TO ASTM A93 AND TUBE COLUMNS TO ASTM A500.GRADE 8,LATEST RIEs PLAN WITH ELI� Dillon EDITIONS.STEEL SUPPLIER MAY PROVIDE ASTM A572,GRADE 30 AT HIS OPTION SIMPSON L5'SU 3 � 761 West ATasrscmic Tr�ii,Suite 2(32 HAI�aER —NEP4 1 3/4" X 16" Lenam, Traa.Sv S 202 EXCEPT THE FOLLOWING: MISCELLANEOUS EMBEDDED ITEMS SHALL BE A38 STEEP: VETRWEEN STUDS CKIN6 (97d3)513-16M 435 1 ) WELDING CORDANCE INH AN SECTION APPROVED A8RICATOR'S SHOP IN B ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT' FAX {'9713)513-7272 b THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT CONDITION.ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED n EX15TIN& FLOOR AND EMAIL dills n@)mourc„e-nesvell.corm DURING WELDING OF THE FOLLOWING ITEMS,PROVIDED THE MATERIALS, OTHERWISE MALL FRAMIN& QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK,PERIODIC INSPECTIONS ARE C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE':WITH THE MADE OF WORK IN PROGRESS.AND A VISUAL INSPECTION OF ALL WELDS LATEST PROVISIONS OF AISC-MANUAL OF STEEL.CONSTRUCTION' %A IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP I • ,,. WELDING D UNLESS OTHERWISE NOTED,USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL W ' •. 1.) SINGLE PASS FILLET WELDS NOT EXCEEDING Sit F"IN SIZE BOLTS PER AISC MANUAL OF STEEL.CONSTRUCTION TABLE 11-A AND'OR AISC SIMPLE � G •• p C THE WELDING OF REINFORCING STEEL LARGER THAN 115 BAR. SHEAR CONNECTION MANUAL WITH A 325-N BOLTS OR WELDED EQUIVALENT SELECT m d THE WELDING OF SPECIAL MOMENT RESISTING STEEL.FRAMES. CONNECTION TO SUPPORT 80%THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN - e ITEMS TO BE CHECKED ARE THE CERTIFICATION OF THE WELDERS. BEAM AND SPAN STEEL SUPPLIER MAY SUBMIT ALTERNATE CONNECTION DETAILS WIELDING PROCEDURES,MATERIALS VISUAL INSPECTION OF WELD SIZE, ACCOMPANIED BY CALCULATIONS STAMPED BY THE REGISTERED PROFESSIONAL ENGINEER LENGTH.QUALITY,QUANTITY AND SPACING_ RESPONSIBLE FOR THE CONNECTION DESIGN FOR ENGINEER'S REVIEW. ��, }1 � •, "9 4. HIGH-STRENGTH BOLTING E ALL WELDERS SHALL HAVE EVIDENCE Of PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-DI.a WHILE THE WORK 1S IN PROGRESS THE SPECIAL INSPECTOR SHALL DETERMINE REQUIREMENTS FOR BOLTS NUTS.WASHERS AND PAINT, F MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3,116`CONTINUOUS BOLTED PARTS.AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS FILLET UNLESS OTHERWISE NOTED. i ARE MET SUCH INSPECTIONS MAY BE PERFORMED ON A PERIODIC BASIS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 17016 THE G FOR ALL BEAWCOLUMN OR BEAM{BEAM CONNECTIONS,PROVIDE HORIZONTAL SHORT 5ECT ION 2- SPECIAL INSPECTOR SHALL OBSERVE THE CALIBRATION PROCEDURES SLOTS IN CONNECTION MEMBER ONLY(WT•SECTiONS..ANGLES OR SHEAR PLATES). 3/4. 1'-0' WHEN SUCH PROCEDURES ARE'REQUIRED BY THE PLANS OR SPECIFICATIONS AND SHALL MONITOR THE INSTALLATION OF BOLTS TO H PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND ALL a DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN CONSTRUCTION ANDIOR WING?LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED DRAWN TOGETHER AND THAT THE SELECTED PROCEDURE IS PROPERLY AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. USED TO TIGHTEN.ALL'BOLTS. Y� I. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP 0 C. STRUCTURAL OBSERVATIONS DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. I, STRUCTURAL ENGINEER MAY'MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION,SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED 9 NON-SHRINK GRQl.1T INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS'SPECIAL 0 INSPECTIONS"AS MAY BE REQUIRED BY CHAPTER 17 OF THE UNIFORM A NON-SHRINK GROUT SHALL BE PROVIDED BUILDING CODE 1 BETWEEN STEEL COLUMN BASES AND CONCRETE SUPPORTS. NEW FLCXOR - E 2. BET WEEN BEAMS OR BEAM BEARING PLATES AND CONCRETE SUPPORTS SHEATHIN& U < 3. FOUNDATIONI3 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOAM ABOVE NiEW FLOOR J015T ° EXISTIN& FLOOR AND A. MAXIMUM SOIL DESIGN PRESSURE. 4000 PSF RED PLAN WITH HALL FRAMINr_ 1 uml 0 0 51MPSON U HAN&EIR j B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO, 189 697.1 mi m 0 BY HEPVWIORTH-PAWLAK GEOTECHNICAL, INC.DATED DECEMBER 29,2000 A ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR,LARCH GRADED BY _ WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING rl� C ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED EXACT BEARING CODE AS FOLLOWS- llVr��l ELEVATIONS SHALL.BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS 2"THICK-4"TO 6`WIDE(WALL STUD ONLY) STUD Fb= 700 PSI SHALL BE A MINIMUM OF 48"BELOW EXTERIOR GRADE, 2'TO 4"THICK-6"AND,WIRER NO. 2 Fb= 900 PSI - 5'THICK-5"AND WIDER NO.2 Fb a 1250 PSI D ALL FOOTINGS ARE TO BE PLACED ON FIRM,UNDISTURBED,NATURAL SOIL OR NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREP'ETITVE USES PRIOR TO PROPERLY COMPACTED BACKFiLL..APPROVED BY THE SOILS ENGINEER SACKFILL ALLOWA13LE STRESS INCREASES SHALL BE COMPACTED TO 95%(MINIMUM)MODIFIED PROCTOR DENSITY PER ASTM 01557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE B, PROVIDE CROSS BRIDGING NOT OVER S'ON CENTER FOR ALL 2X WOOD JOISTS AND 2X ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL.(RE. SOIL SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENOS OF CANTILEVERS REPORT FOR DESCRIPTION OF BEARING SOIL). V) 0 0 C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE L6C E CONTRACTOR SHALL BACKFILL.EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 SCHEDULE TABLE 23-11-8-1 UNLESS OTHERVWASE NOTED. � J INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT.REFER TO SOILS REPORT FOR BACKFILL MATERIAL. D LAMINATED L LAMINA 4 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 �/,�r Uj F CENTER ALL FOOTINGS UNDER WALLS COLUMNS OR GRID LINES UNLESS OTHERWISE PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WIWICUB.ALL SIZES SHOWN NOTED ON PLANS. ARE NET 2 LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE G CONTRACTOR TO PROVIDE,AT HIS EXPENSE FIELD DENSITY TESTS ON COMPACTE0 WITH THE STANDARDS SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF >0 REPRESENTATIVE:TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB ON GRADE 3 PROVIDE TS CONFORMING TOlAIBTC 117 24FVS„EDITION R PUBLISHED NTIN OU BY AITC FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE.A MINIMUM OF STRUCTURAL T3 F FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, Q F FOR SIMPLE SUPPORT MEMBERS H NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE STAMPED ON EACH MEMBER. 4 SL68 QN G_Rye E PLrVVOOD DECK ANDIOR ORIENTED STRAMD BOARD, 07-15-02 1 PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING,APPLICATION SHALL A THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD D1'a1N n By MSH ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE.THE ASSOCIATION. CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRAD€PREPARATION 2 EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE REQUIREMENTS TO THE GEOTECHNICAL ENGINEER AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF Chocked By HS J S.PRODUCTS STANDARD PSI. LATEST EDITION FOR PLYWOOD ALL PANELS 8 MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY(EXPOSED TO THE Project ��� b�l TO BOTH'THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE ISOLATION WEATHER SHALL BE OF THE'EXTERIOR TYPE DETAILS FOR PARTITION WALLS.BASEBOARDS,PIPING AND OTHER ITEMS MAY BE 3. FOR ROOT:USE 3i4`{4GI20 SPAN RATING)EXPOSURE I SHEATHING NAILED REQUIRED.REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE WITH IOD NAILS AT 4`ON CENTER ALONG PANEL EDGES AND AT 12-ALONG R islons 7/2.2/02 PERK RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO'BOTH INTERMEDIATE SUPPORTS THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE, 4 EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2"EXPOSURE I PLYWOOD OR OSB SHEATHING NAILER AT 6"ON CENTER ALONG PANEL EDGES, 5 9OC13ETE 5, ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TQ SUPPORTS WITH END JOINTS STAGGERED. A ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE IlII PORTLAND CEMENT 6, INSTALL'SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS.TONGUE AND STONE AGGREGATE AND'SHALT.SATISFY THE FOLLOWING REQUIREMENTS GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS CONCRETF ITEM PC MIX TYPE MAX WC RATIO 'Io All Rf q- F WOOD DECK FOOTINGS 3000 psi STD WOOD DECKING SHALL BE 2x T&G DOUGLAJ-FIR LARCH(E=4,700,000 PSI, Fb=1450 PSI), FOUNDATION WALLS 3004 psi STO ---- - PLANKS SHALL.BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT INTERIOR SLABS ON GRADE 4000 psi STD 050 - PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS EACH DECK PLANK SHALL BE EXTERIOR CONCRETE 4500 psi STO 045 8%-8% SLANT-NAILE=D TO THIS TONGUE OF THE ADJOINING COURSE WITH 8d NAILS AT 24'ON CENTER WITH ALTERNATE PLANK NAILING OFFSET 12' NAIL EACH PLANK TO EACH ►'* MAXIMUM(SLUMP SHALL NOT EXCEED 4•" SUPPORT WITH(2)06C NAILS-1 STRAIGHT, 1 SLANTED.Wl11OOD DECKING SHALL BE GLUED IN THE GROOVE JOINT W'ITHI 40%CLUE COVERAGE. B IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH G PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND LETTER INDICATING COST REDUCTION AT TIME OF BID.THE MODULUS OF ELASTICITY SHALL 13E "SCI-J04ST"AS MANUFACTURED BY BOISE CASCADE CORPORATION OF ALL CONCRETE SHALL EXCEED ACI 5 33 vF'C;(OR 57,000 ,'F'C NORMAL WEIGHT ALTERNATES SHALL BE REVIEWED BY THE ENGINEER TO BE CONSIDERED, CONCRETE). ALTERNATES SHALL HAVE A LOAD CAPACITY IN SENDING,SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS,W+ES BLOCKING C. CONTRACTOR SHALL SAWCUT OR TROWIWIELCUT JOINTS IN SLABS ON GRADE.JOINTS AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER SHALT.BE SPACED 10 FEET AND SAWCUT OR TRONELCUT 114 OF SLAB DEPTH X 3116" S5 WIDE WITHIN 12 HOURS AFTER POURING CARRY ALL SLAB REINFORCEMENT THROUGH H LAMINATED VENEER LUMBER MEMBER$SHALL HAVE THE FOLLOWING STRESS JOINT CAPACITIES: FB r 2800 PSI"E=2 000,000 PSI, FC a 750 PSI.FV=285 PSI.BUILT UP D SLABS, FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.CONTRACTOR SHALL HAVE THE OPTION OF USING 3'1 ix"OR i1 4 - NJ 1�F-44 � T H W4,i4T JU --T,6,Z -Z4- err- Flep a%4-4 l�5 A-L UT. - `- " -1 Gam I a 4rLe�r- P ALT W6wr r F I+ AL ij A Ll 4t IWE I �y ! b i t I L6-T l L:�,t4 h4asier 83thrporlra 1 K-1213.CP l?®ltsried Antaque'AV Georges Y"Ba1ti Chrome Faucet Master Bathroom t K•3437-[} White WelEworth"'"Elongated Trailet r Master Bathroom 1 K-4652-A-0 White LustraA"Solid Piawc Toilet Seat Master Bathroom 2 K•296-8 0 White Ellington"'Lavatory Master Bathroom 1 K-1490-X•fi Greeket4 Beath VIBRANT+irD IV Georges&ass"'Rite-lamp Nagler t32tttiroorri Z K-T613(}st•4C3-E3N Brushed Mickel P(esasure-Balancing Showier Faucet Trim Required Accessories Master Bathroom 2 K-146.0 White Antique Getamrc Dial Plate Mastei Bathroom 2 K-3O4•K-NA No Plating or Rite•Termp"1 Presswe- Color Balanctng Valve Masker Bathroom 2 K-344-KS-NA No Plating or Rite-Temp"Pressure,- Color Balancing Valve Master Bathroom 2 K-306,KS-NA No Plating or High Flow Rite Temp Valve � Color Master'Bathroom 2 K-6811 4•BN VIBRANT4lr !V Georges Brass "'Widespread Brushed Nrr ke4 Lava"Faucet Master Bathroom i K-OD5.4-BN VIBRANT IV Georges 8tdss""Math Faucet I3rushecl Nickel wrath I-iandshoyver � �4 Required Accessories [� VIBRAN70 Antaquc 0+11V Georges ire Bath �f maser.f thrrxx7, 1 K-121-t3f t Brushed Nickel Faucet �' t�i Master Bathroomr, 1 K.126.BN VIBRAN140 Antique'16V,:eor9es" Bath Brushed Nickel Faucet Master Bathroom 1 K-101-BN VIEiRANTO Wall-mount Adapter Kit ` � � �• boushed Natket Ma stir Bathroom l K 8Sf13 BN VIEIRANTO MasterShowerTM Family 3-way Brushed Nickel i•tandshower � �—" Required Accessory Master Bathroom 1 K-9514-BN VIBRANTOD Master Shower'"64"Metal Brushed Nickel Shower Hose Master Bathroom 1 tC�1Cx•CF' chro i MasterShowrer"M Slide Bar Kit � Master Bathroom 1 K-9513-BN VIBRANT40 MasterShtawrer"'Wall Supply t Brushed Nickel Elbow Master Bathroom 1 K-8507-BN ViBRANTO MastetShowei TM'Relaxing 3-way Brushed Nickel Showerhead At-• - - f r l H fill E, I � 71 tr- IL � E 6 l k " 1 t i r OWSyy r 44 4 r v tart d c� t i s'�1i ro if .Y lV' -��A�q 5�" 3 5p. J•. 1 n Alf,e, P " 'irk k is�.-: s ¢'d"r •'� ^!'>:B �,�'"'`�, All _ 1f oL t t' d b ell. _ 7 t ' I' I 1 _ 1 C d f' iti � p[97 �l FJii��,: '' n r i lk vi S , c w.* r '. •� , ryy,� ice,,, A.� .. s.4'aµ Ys"�t# � .:*i k -. yri�s}" �"� t A .;; ?'•„� �, to 6 ii R FFr:r-rH VWX OCT Ivy VVIVI ® V� LOT 4 LOT 17 -----------FOUND 5/8" DiA. RESAR IMPROVEMENT LOCATION CER'Tif'ICAT g� ✓ SCALE: �� ---- �} �' in `f 5 i hereby certify that this improvement Location Certificate was prepares for TONY.,RYERSON DATE OF SURVEY: 9/28/95 �.l � � � � � 1, that it is not a land survey plat or improvement survey plat, and that it is not to be relied ;.fpon for the establishment of fence, building or other future fe�'� ✓ trnprovement lines. �, �� r✓ v I further certify that the improvements on the above described parcel on �Q 4P✓ this date, 9/28/35 . except utility, connections, are entirely within the 811. ✓ PARCEL C boundaries of the parcei, except as shown, that there are no encroachments "J , � ✓ 0.2400 ACMS + � upon the described premises by improvements on any adjoining premises, ti .7 except as indicated, and that there is no apparent evidence or sign of any 5.0-� wok , i ' easement crossing or b�,rdening any part of said pafcei, except. as noted. �✓✓ �.�"� 1 , �.�� +�.ao �, �' per. ,- f - -- - - ✓ NO DRIVEWAY Q � � Date. FOUND REBAR ✓✓ 'MME OF SW �, LOT 5 gfglcft 4 ra ^_,,.•-y"''^ icll2r`flt�l� 1�.L.�. �t3 ��f LOT 1 9 3.a PARCEL E 0.1790 ACRES CONCL: lip t3`® \ LP 6r 0 �e. 0 $ a-S w (ADDIT") N ° s, 01PARCEL A o.ra8to y r Nc�s 2ND STORY 9x N93•FJ E 7.50, PROPEPTY UNE FOLLOWS THE � _ 9.1 CE3r[ERY.r't�tF Of � -e- I �. 53 PAIM kALL ` � 13a Sb� �t � � vfl (f�C511NC) til y LJ ASPf'fALi , jj pEClr 1! (P%TWAY' r k uD � ✓ till 'Y nr WALL WINDOW W£!i ---- _... _ ✓ a tP 1} S r A0 LC T 1 NCTICE- According to Colorado law you rrtL;st commence any legal action bused spon any defect ;n this sur\,ey within three years after you first aiscover such defect. !n io event, may any action based upon any defect in this s,irvey tae commenced more than ter! years from the FOUND FAIN & CAYP date of tiie certifi�atlor, srnwn hereon. L.S. 26598 IMPROVEMENT LOCATION CERTIFICATE PARCEL B, AMENDED FINAL PLAT A RESUBDIVISION OF LOT 16, BLOCK VALLEY SURVEYING, INC. 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'­ � � , , - . � _ , I r � I I ,� . I 1 I � ,�: i l,"",�',:: ____ _ . - � � �, � ___ __ _____ __ . I :1 , I I I, I - � - _ . ­. ­__ ___I 11-­.-�­ . I , �;,­ I ,W�_"-___:-.-I I_­ __-_-_I � , . � . I L . ----L -' --'- - L I � _-_--- -- - ___ _ ., L ' -1. - I' __�____ - .__� .__�-- ��� - __L_ _ L z I : I I ,� ` I . �':: - _-_,_ -_J .- �- I L L .1 L I I � �I ;"'L�.I, j,.�, ,:- - - . - .I 1. �L_� .. a 1 _ s A4 r ; I pp� I r E� J { � 4 F c 2411v ;v • ' I 8 r RW 6EYltCNNG TO 14ATGH EX 17 6AW W]AKO EXISTING UNIT A r ' 9Tt1C,G0 V V i Ohm r T• i I _ i k METE KO/p19C.tEC. EX.GAO MET. NEWOTUC4W i I' �. WEST ELEVATION 1/4 . 1 �3 `r r Si i'floN ' II >' tj I _ III • $ `i Yi ``+ III • � A 'r • - fie. _ r `` • iI 9 F '� �,4 � rFt,? i a } 4� f¢ r L� P� r fW I N t EAST ELEVATION u 1 /4m 1 Town Of Vaq. z. 0 c ICE OPY . 6 • t Y } I } � f , 1 i - l I IIII I I 1 1 a' Y I. 4 I : {r�`i■�1r y S F +C ? A' l (� I Iwo nowatuc«) Garagodwr to roc. 1 1x R>W>$Iang T "° R WN NORTH ELEVATION 114" 1' i s"t - - a At EC RrXaF9 ION RE-RQOF :D WITH I �; GELOTU rREO EMTIAL'WOOVTOtJE' I 1•: i r I s 1 I s ,a r 1 i II Town of Vail OPY OF F CE �=5-95 8 � l 0"TH ELEVATION r 1/4'a 1' pill N o�:vT.5A r; l b'� ■ _ yam- _ t 61 Ilk I 24'10-4' ;f,.?cW t _--- �l=YEL�linr�ur - — TO MATCH Ea_ � 12"BAW BOARD --- -- �d - --_-- - - --- - EXISTING UNIT A Li � I -- r STU6CZ) 0 i RE-LXATEP ELEC. EX.GA5 MET. — � -slit METER51PIEw . NEW OTUOLO WEST ELEVATION 1 /4"= 1 ' APPROVED By THE TOWN OF VAIL E)FSI RF11jr-\n1 BOAR' Apd14�oN �1 � DATE; PLANNER wpp- r o z ,L1 _ #j ; I EAST ELEVATION 1 /4"= 1 ' — F 1 - --.. - II I V x kk f 1— 4. a Lu LL LU Ll I CZ +!FEA Or-AbPI TIOfV NORTH EZEVAION 114"=1' ApPRQVED BY THE TOWN OF VAIL DESIGN REVIEW BOARD CELOTEX rrE NPEMAL*W)OPTONF PLANNED: I - - - lit . = < _ - Lu I �IWw,T CCO x A NTH FI FY^Tl�� " I I I I 11 --_ _— 114"-P �4 &[;7 0 1' V f 4 t,7-f GORE CREEK T ir MAWS " P gk,af�l�yA �* /Sg i i aaox" Y'r1Yf1VMES r \«! � BIGHORN q ptl,I i i B ' IGHORN , �A 4'iJ PARK,K, -rt..w. X71.nA � QI iq �` �. �� h�t,� �; d t f �� �-�..+� fir. � •� OPVT • 4 i i 1 71OWN OF VZ L wt •� A CC r , � .... i , x+rcr w a 11. 4 f�yj ISI },r a Is ,� t �''` IAA._� • A i ii _ ++ �� ` $ a G If it it a1v 33 to SURVEYOR'S CERTIFICATE 3U6D1V1Si0N I'r I do hereby certify that I am a registered Laney Surveyor under the laws of the State of Colorado, -that this p t rr t is tr.1t . " to II correct and complete as laid out, p tax tied: cte 4 i cat 1 .1 arsLf '.t1L<<r t az 14 w hereon, that such p t at was made fr{:`1'4 an cu-curate _survey of isa I ci 'J l"1 ING NQ property by rein and under ray super-v i s.C urs n :,':i cut,rL a. : l y Olt locution sand dimeiisions of the lots. +.a5,€.rneret5 r;i; Sr',, t .; I' SURJZ CT r790 �s so.I d subd I v I s i on as -the same are -,takect uqr 4.in 'the ir(";f's i-I i Comp t Iaance with app i cab tP r�e{1ulatIons s7,c,rer�n Iroc] l 1,. s;.A Jiv r Ioo or land. u .a„ l < w In witness ther=eof I have set ;E4 4 :l�� ��a L9 >k•4A �h 13 � l;';1.y (}� vlciNlTY MAP • , A,D 1 , 1995. y Na SCALE --^_ _ ? r 1ryy � +'� sF^l x/� • .d` `'��.nr-y„� - x ,c t: r- t`.t i i r 1 k i - 1, , LOT 4 f rl(I I OT FOUND 5f 8' DIA. 1 y, x,. / ! C.y •��+� moo.r..x<.:...x x�a<,�.�..I' a.,qr,..,,. Y....r: ,. .��r.� r'.-} a t . .. _ i... :._ L; 1 t ° e PARCEL C 0.24M ACRES ° °! IV �r oars *2.00 FOUND 5/B" DIA. 15.1 �! PROPERTY LINES TO BE ABANDONED BY THIS PLAT 13.0 So ! PARCEL B Q� !! 1Q@1 0.1790 ACRES � e✓ S PARCEL A o Jy " Q.o610 ACRES rn f NIl4.5VW E 7,547' 1 PROPEFM LINE 1 FOLLOWS THE s cr:xrre UNE of d ` FOUND 13/Er DOL �3. 1.55, w t PAMY WALL m RESi)RR l .. BUILDING OUTLINE 0. a CD VV LOT 1 FOUND PIN & CAA NOTESi L.S. 26596 (1 ) The purpose of this plat is to amend the plat of A Resubd I v I s i can Of Lot 16, 'Block 5, Bighorn Fifth Addition , (2) Date of survey+ March, 1995. (3) St. Addressl 4659 Meadow Drive. (4) Bearings are based on a tine connecting the found monuments marking the northeasterly property linc of Lot 16 being S25.10'00*E (see drawing) , (5) Monumentation as shown hereon , (6) Protective Covenants recorded in 0ook___, at Page_---, 20 0 20 40 60 Feet SCALE: — 20' NOTICE: According to Colorado law you must commence any lagal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any daf>act in this survey be commenced more than ten yearn from the date of the certification shown hereon. 41199 HIGHWAY 6 Ic 24, EAGLE–VAIL P.O. BOx 12,10 EDWARDS. CO. 61632 PATRICK FiLLIETTA7. 3/27/06 3CJ3 94'9 -1�1f18