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Home My WebLink AboutBIGHORN SUB RESUB OF LOT 20 LOT 5.pdf NOTES 1) DATE OF SURVEY: 3/19/03 UPDATE OF SURVEY 7/14/03 2) STEWART TITLE POLICY NO. 02031093 DATED MARCH 29, 2002 2. 0 0 PARCEL A WAS USED FOR ALL TITLE AND EASEMENT INFORMATION. / / 1 0 7 LOT 20 - 6 3) NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL / 04 / / ,�(IF ' 1 0 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS is AFTER YOU FIRST DISCOVER SUCH DEFECT . IN NO EVENT , MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE _4 ' THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN / ( HEREON. EDGE OF GORE CREEK / / / 0. 5 FND W 5 4) BASIS OF PROPERTY LINE LOCATION; EAST PROPERTY LINE LOT 20- 4. / '✓ 1 3 1 lAR 0. 8 THE PLAT OF BIGHORN SUBDIVISION, A RESUBDIVISION OF LOT 20, f / - - 0. 5 � 1 . ' AMENDED PLAT , CONTAINS MANY MATHAMATICAL ERRORS AND DESCREPENCIES. / B -. FOR THE PURPOSE OF THIS ILC , THE ERROR IS LEFT IN THE EASTERLY AND / 0.9• WESTERLY PROPERTY LINES, ALTHOUGH IT COULD BE ANYWHERE . 0. 9 / 1 . 6 0. 5 5) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD / INDICATES CONIFEROUS TREE WITH APPROX. TRUNK SIZE BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS AND AREA OF THE LOT AND _ �6� ) SETBACKS , WHICH MAY VARY FROM THE PLATTED DIMENSIONS. UNPLATTED - ° a END. N+ R" EDAr �� ' � . � 26�, ��9 (p�q 6) POSTED ADDRESS 4246 COLUMBINE DRIVE 14. 1 (�+qC T) c 7) 3 STORY WOOD FRAME BUILDING INDICATES DECIDUOUS TREE WITH APPROX. TRUNK SIZE 8) 1IN YEAR FLOOD PLAIN INFORMATION INTERPOLATED FROM F.E .M.A. FLOOD INSURANCE STUDY DATED NOVEMBER 2, 1982, PANEL 080054 0004 , AND iS A VERY APPROXIMATE LOCATION. / 1 . 2 / 9) BASIS OF ELEVATION = USGS BM Y -280 / / - 10) DIMENSIONED IMPROVEMENT ARE PER IMPROVEMENT LOCATION CERTIFICATE PREPARED BY EAGLE VALLEY SURVEYING, INC. DATED 5/7/02. 14. 5 CL CARE CREEK 0 0. 6 7 . 3 K U, M h / DECK JJ BUILDING OUTLINE �e ti. 6 • I I 50' STREAM SETBACK 2.5' / 1T Qi I i \ \ / 2' ROOF OVERHANG ry / J ROCK OUTCROP 0 9 1. 0 4. l 5' ERIIAIIG OV / SPLIT i WATER i RAIL FENCE - a 9 MANHOLE BRIDGE - / �/ ` >4 1 . 0 PROPERTY LII1 I , 0'S / / ( LOT 20 - 5 `7�.4 REBAR I / O 31 ,790 SO FT . AS CALCULATED za. 7 I METER I I 8416 i Qf", BIAS ROAD EXCEPTION)" 0. 5 / /23. 5 \ \ 84�� 0. 5 ' \WOOD TIE L I / GRAVEL N\ \ NN. STAIRS \ / \ I . 0 SPOT ELEV , \ \ („ 8416. 7 \ / z. 0.7. 7 \ \ \ \ � R=57. 16' BAY \ / x\ / L = 17. 01 7a 1� ' � WINDOW ' ry \ � i� 24. 6 16. 4X A. 1 0. 5 I / 29. 5 x SPOT ELEV. -,° \ \ \ \ \ �9CDy R 2 0�] 6 1 \ 27. 5 DECK \ o'v - CHIMNEY BAY \ V , ' 8433. e Y vinmu / J cSPOTN�EY ELEV. � � A / / 16. 7 / � ` 8447 9 - NN �,\ a 5 / _ x� 2. 6x3. 9 \` BAY : / \ �� / / EXCEPTED FOR ROAD WINDOW __ ,' 'I \ AS SHOWN ON A DRAWING wTLIME ,' / \ 1 �p / \ . \ BY CECIL P. BROYLES !87. e - - 9A / \ / / DATED SEPTEMBER 1969 / 1 , 037 S0, FT . 5 ��•� �. ,:•x23 6 / 24. 1 A / / / PF DCSYA� / I44 REBAR M1,7/ 25. 6 26 1 0.2 / 1 1 i �t / \\` " i/ B '•1•'lP,/ I" EDGE OF SPOT ELEV. ' / / 4�6 I GRAVEL � - `� ENTRY •/ / 25. 8 \ �\ 1 . 0 / S` 8425. 6 2// K 24. 2 BE (/ 4. 1 ' ,E ( 23. I / OUTLINE / / • .i v E � i . 5 I i e7 � - NN i / 23. 9 / / l / APPROXIMATE LOCATION / 12.0'`` ' / 100 YR FLOOD PLAIN V / j 24. 8 X 9 _ _ _/ - X 26. 1 24 24. 2 / ?41 X\ 234, 61 ,. 66 . (Cq�C � �, I z7. z "\ � \ a. 0. 4- SIGN \ / \ + Nt / \ � 20 28. o \ X� 24. 3 EDGE � GRAVEL � - - -- - _ DRIVE 29. B 1 . 8 24. 8*` F i 27. 3 r 26. 7 - _ _ _ - - - -- -- 29. 2 / / J X. / 0. 5 051 0 DECK / 430 --------- r \ / EDGE OF v LOT 20- 4 �� - 0. 5, .ro ASPHALT v 0. 6,1x; 32. 7 OVERHEAD 0. 5 .` H POWER �.,. (•� / LINE SURVEYOR'S CERTIFICATE / " F 0. 2.3' / I , Stan Hogfeldt , a Professional Land Surveyor registered under the laws of BUILDING / the State of Colorado, do hereby certify that this topographic survey was - 0. 6 33 3 made by me and under my supervision, and that the survey is accurate and nvlaowEe o. s a V 0. 5 1j 53 correct to the best of my knowledge. „uNN,,, NF ,;'dy5f s � ,.••" f, fT I END 06 RE 7 Stan Hogf tr 'y� o `_ F / TOPOGRAPHIC SURVEY Colorado P.L.S= 8a92 jz c � LOT 20 - 5 , BIGHORN SUBDIVISION Date 4 �° o' is 20• 30 / � A RESUBDIVISION OF LOT 20 4 ✓�5.�- -- - ;QJ UTILITY P13LE AMENDED PLAT 41199 HIGHWAY 6 & 24 , EAGLE- VAIL P.O. BOX 7230 TOWN OF VAIL , EAGLE COUNTY COLORADO EDWARDS, CO. 81632 (970949- 1406 / 10P0 UPDATE XD 3/241031 JOB No . 2760T r IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared / for HILL CONSTRUCTION INC. , / 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 ' PARCEL A improvement lines. / `QC / LOT 20- 6 I further certify that the improvements on the above described parcel on this date. 12/19/03 , except utility connections, are entirely within the GOR[ CREEK E n' boundaries of the parcel, except as shown, that there are no encroachments Gut upon the described premises by improvements on any adjoining premises, /6 REBAR except as indicated, and that there is no a g ep apparent evidence or sign of an y easement crossing or burdening any part of said parcel , except as noted UNPLATTED (cp�gr� Cr 00 / 4 C� Stan Ho R '►,- -- X _ r� ? / z6 Coloradrj P. '.1. 2659k,1049% a / CL GORE CREEK ^'Dp / � � 265 A • • / s / / 1Q. o i » p 98 14 Q DECK r' BUILDING W71JNE JF • • � s DATE: _ 1�� / o e � 3jO 5 , h � .' . •• S SO' STREAM SETBACK 2x2 ?> ^ ROOF OVERHANG / CONCRETE 4 O 4- PATER PNER \ NAM1dE r TYPICAL) \ O \ \ 11 OUTSIDE PROPERTYYJNE >48 p ( 0.7 CONCRETE 84145 S WALL METER WATER Ob A= 1B_' � Jg / / I R=57. 16' / BUILDING •'v / L = 17. 01 ' OUTLINE 4. EXCEPTED FOR ROAD I y s PC AL AS SHOWN ON A DRAWING #4 REBAR T91 _ ® BY CECIL P. BROYLES LOT 20- 5 04285 j DATED SEPTEMBER 1969 8429.5 31 ,790 SO. FT. AS CALCULATED / 1 , 037 S0. FT . X231 4 (INCLUDES AREA SHOWN / e i ' e AS ROAD EXCEPTION ) / ^p� APPROXIMATE LOCATION SIGN/ 100 YR FLOOD PLAIN 24166 Ave 23461 . CqLC 1e4 / NOTES: 1 ) DATE Of SURVEY: 12 /19/03 2) STEWART TITLE POLICY No. 02031093 DATED MARCH 29, 2002 WAS USED FOR ALL TITLE AND EASEMENT INFORMATION . 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL LOT 20- 4 V/ 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 DEFECT IN THIS SURVEY BE COMMENCED MORE / THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. OVERWAD 4) 1 . 5' OF SNOW ON LOT AT TIME OF SURVEY: SOME FEATURES MAY EXIST %/ PovER LINE BENEATH SNOW THAT ARE N07 SHOWN ON THIS DRAWING. 5) BASIS OF ELEVATION: USGS BM Y- 280 UTILITY 6 ) BASIS OF PROPERTY LINE LOCATION: EAST PROPERTY LINE LOT 20- 4. / THE PLAT OF BIGHORN SUBDIVISION, A RESUBDIVISION OF LOT 20, AMENDED PLAT, CONTAINS MANY MATHAMATICAL ERRORS AND DESCREPENCIES. 01 20 ' 40 ' 60' FOR THE PURPOSE OF THIS ILC. THE ERROR IS LEFT IN THE EASTERLY AND WESTERLY PROPERTY LINES, ALTHOUGH IT COULD BE ANYWHERE . 7) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND TOWN OF VAIL SETBACKS. WHICH MAY VARY FROM THE PLATTED DIMENSIONS. DESIGN REVIEW 8) NO DRIVE AT TIME OF SURVEY / STAFF APPROVAL 9) POSTED ADDRESS: 4246 COLUMBINE DRIVE. 1 ^ �r D� 10) MEASUREMENTS TAKEN TO TOP OF CONCRETE FOUNDATION WALL. 1 11 ) 100 YEAR FLOOD PLAIN INFORMATION INTERPOLATED FROM F. E .M.A. FLOOD INSURANCE STUDY DATED LO NOVEMBER 2. 1982, PANEL 080054 0001 , AND IS IMPROVEMENT LOCATION CERTIFICATE A VERY APPROXIMATE LOCATION. STAFF' 12) PART OF THIS LOT FALLS THE THE RICH SEVERITY ER 29. 1 AREA LOT 20 - 5 , BIGHORN SUBDIVISION PER ROCKFALL STUDY BY THE TOWN OF VAIL NOVEMBER 29. 1984. A RESUBDIVISION OF LOT 20 41199 HIGHWAY 6 & 24, EAGLE - VAIL AMENDED PLAT EDWARDS. 'C� 81632 TOWN OF VAIL , EAGLE COUNTY , COLORADO (970)949- 1406 KD 12/30/03 27601LC.DWG JOB No. 2760 303 0 ��'� � 9 aew a5 IMPROVEMENT LOCATION CERTIFICATE / I hereby certify that this Improvement Location Certificate was prepared for HILL CONSTRUCTION INC 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 / PARCEL A improvement lines. � LOT 20- 6 I further certify that the improvements on the above described parcel on this date. 3/3/04 except utility connections, are entirely within the /e REBAR - � ; boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises. 28 except as indicated, and that there is no apparent evidence or sign of any UNPLATTED qT) easement crossing or burdening any part of said parcel, except as noted / � c!) A p- Stan Hoolk� ° T _: rd1Rt. C4CEV i / +; 1G ColorodO V rA DECK • y2 CO tx, BuuoNC aruNE ? o JJ � DATE : 50' STREAM ±� T-- 1/ SETBACK TV OO CONCRETE \ \ �o ti, ROOF OVERHANG r, s. 1 fVy4tw•..•11� S�qi f4D PIER BUILDING // MATER B1 l + � I frrPIGALT OVERHANG / MANHOLE •,••n ... / V \ tine • �0 PROPERTY INE x49 0.7 CONCRETE \ WALL WATER METER 5. • -<a - ROOF OVERHANG • ran • _ / / ' BUILDING - . . w OURINF e R=57. 16' • L = 17. 01 ' EXCEPTED FOR ROAD r., -.� ,. 4. • + - / PEDESTAL AS SHOWN ON A DRAWING li4 BY CECIL P. BROYLES LOT 20- 5 / " DATED SEPTEMBER 1969 31 , 790 SO. FT. AS CALCULATED j / 1 , 037 SO FT . 4 .1 • (INCLUDES AREA SHOWN AS ROAD EXCEPTION) / - BUILDING r� APPRaX INIITE LOCATION OVERHANG / 100 TR FLOOD PLAIN 2Q \OZRAIN W SIGN O / \ NOTES: 23481 ' PUT 1 ) DATE OF SURVEY: 3/21 C7 UPDATE OF SURVEY:: 3/3/00 1 2) STEWART TITLE POLICY No 02031093 DATED MARCH 29. 2002 WAS USED FOR ALL TITLE AND EASEMENT INFORMATION. / J 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL LOT 20- 4 / v 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 DEFECT IN THIS SURVEY BE COMMENCED MORE (V THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN / HEREON 4) 3' OF SNOW ON LOT AT TIME OF SURVEY, SOME FEATURES MAY EXIST / OVERHEAD BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. POWER / LINE 5) BASIS OF ELEVATION: USG$ BM Y - 280 4v UT '�E 6) BASIS OF PROPERTY LINE LOCATION: EAST PROPERTY LINE LOT 20- 4. �-- . THE PLAT OF BIGHORN SUBDIVISION, A RESUBDNISION OF LOT 20, AMENDED PLAT. CONTAINS MANY MATHAMATICAL ERRORS AND DESCREPENCIES, FOR THE PURPOSE OF THIS ILC. THE ERROR IS LEFT IN THE EASTERLY AND 2O 4O 60 WESTERLY PROPERTY LINES, ALTHOUGH IT COULD BE ANYWHERE. O 7) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 8) NO DRIVE AT TIME OF SURVEY TOWN Q� ,%A�� 9) POSTED ADDRESS: 4246 COLUMBINE DRIVE . DESIGN REVIEW 10) MEASUREMENTS TAKEN TO TOP OF PLYWOOD STAF '� . - - --, OVAL 11 ) 100 YEAR FLOOD PLAIN INFORMATION INTERPOLATED FROM F.E . M . A FLOOD INSURANCE STUDY DATED NOVEMBER 2, 1982, PANEL 080054 ODOI . AND IS �ATr A VERY APPROXIMATE LS WITHIN pr I ' l IMPROVEMENT LOCATION CERTIFICATE 12) PART OF THIS LOT FALLS WITHIN THE RICH SEVERITY ROCKFALL AREA /� � � -�� PER RO STUDY THE TOWN OF VAIL NOVEMBER 29, 19$4 LOT U LOT 20 - 5 , BIGHORN SUBDIVISION 13) ENTIRE LOT UNDER CONSTRUCTION AT TIME OF SURVEY. —• � ( A RESUBDIVISION OF LOT 20 41199 HIGHWAY 6 & 24, EAGLE - VAIL P 0 BOX 1230 AMENDED PLAT . EDWARD$, CO. $1632 (97 0)949- 1406 UPDATE: KD 4/15/04 TOWN OF VAIL EAGLE KD 12 /30/03 , COUNTY, COLORADO n6aLC.DwG JOB No . 2760 ❑ OTAICH,q REGIS C O V*?E: ooyK en0IneedM Inc. VO ��j1 m. ��i NO. G of DQ143 e. meadow T I 2 crossroads shopping ping can �g 14965 LATED BY 1 DATE vaA, cobraoo 81657 m. 970/4764170 q • KED BY DATE see 0 • Cj ALE � 11 I I 31j PTA Y+ V2 x (OX- eta q aI Town of Vail ' r � qPy QQPp O R E GIs JOB G7� 1r �I ✓ T f�Z' �i�I L DooYW enaneeryq. ., �,ICHgF� �� SHEET NO. r OF O 143 e, ods meodow wlk c tlM 34Q B col tls �p Oct CALCULATED BY ll cobrotlo 8165 65 970/476-2170 i 1 CHECKED BY DATE t i� SCALE S(ONA� � t khwvltvo�s I /1 !ZIt �l2 n i, DATE: 08/08103 FILE : Greekhee-52 3- LAYERS DRAUN: AIUTODRAFT rim" REVISED: 10/01 /03 CDX REVISED: 10/20/03 REV 15ED: 11/11/03 2 X 10 R I M / C t� X X N ° 1 65 W. i " LAP TJI WEB WITH D b" 12 X I N SS/0NK\. 2x10 LOOKOUT BOTH 2 X 2 SIDES. NAIL FROM BOTH 51DE-5 WITH 2 ROWS IOd o b " O.G. 2 12 I Ib G .L. e� N b 2 X 2 ® b" O.G . X 24 ' O. O 6=L 4 1 LUEL M_ ♦�� X I > . 2 X 12 ® 24" D.C.It O , 9 z Y CA LLJ �� m' 66=3/4 _ X m 21 LUEL RM OPREMA OF TURED > I� �' SKYL I (G T 5Y5TEM 2 X 12 ® 4" .G. �I > I 2X12 ® 24" O.G. m u X 1 D01, 1`31 2- 1 -3/4 X II -1/ LVL � N IT 55 STS ® I — — — N = ml ml I L X , 2- 1 -3/4 X 11 -1/ LVL 6 � . +b + I 3 N P O R X BL KI G - 1 -3/4 X 11- V X W 8 X 18 Q) 55 BO . OP �- / X 13- 6.L.�Q O P E -3 4 X I + 67 �2-2TF 0� vl X . m pQ\Q� � �� . W 10 Ici FLU H) �. 8 X I Q J Q) U �1 ml ml U ® I b-3/4 X 13-I /2 6 .L . O m O — e s o 2- I -3/ 11 -211N m m + _ � p 2xb TdG 3- 1 -3/4 X II-1/ LVL Q 4 (7. DECKING BOLT FIRST J015T TO WALL FLUSH LVL — ' — ' O • ry +b X ti WITH 2 ROW5 5/8"mx5 112" MIT411 .88 'O P E N EXP. BOLTS ® 24" O.G. m m D UBL 2 X 12 ® 16 " O .C . �' � b m — � X I 3- I /8 x IO- I/2 6LUELAMS T.G. LY. 2 '-2 " (3 - 5 GO TE OP ING k � Nr N '� I, 3- I/8 j X . — O.L. I I • ITTI1 .88 + ry' X . V 3 � 6WIrude, L j� ie A r K_ m' N m O \/ I I 3-I/8 X 10- I 12 6LUELAMS b � b- /4X15 GL HU212-2TF �P + �c ' II TYP. Q pU tL O PEN No •kO _ . _ 2L . — . _ � {— . I 2x6 Td6 �I rjS . y ;r !; 4r ,{•um DECKING ��q J m • m . STAIR S Must Meek -!fie uicGMb+1�1 0� Sru"Y�on la - IS -3q C6) - I -fie t,�. I T °' S — . — . — . owe t So as �o no� � ' m Q Ares �G KFA)° ,.. � ry b. Attic space with a ceiling height � . ry col Of five feet (5 ') or less , as measured I \ I b from the top side of the structural O b+ members of the floor to the undersideb �. of the structural members of the roof .� directly above . Attic area created by construction of a roof with truss type b members will be excluded from calcu - �, h +b J lation as GI provided the trusses k are spaced no greater than thirty inch- es (30") apart . I X F000l . � X — m . I m ITTI1 .88 TYP. "t m m 2 - 2 x 12 LEDGER WITH 2 ROWS 5/8"mx7 �_ > J EXP. BOLTS ® 12" O.G. — BOLT FIRST JOIST TO WALL � 1 ry+ WITH 2 ROWS 2441 O.G.1/2 " r �+ b EXP. BOLTS ® 24" O — b - - I -� LVL I P. I -3/4 X II -1/8 LVL LEDGER X /4 WITH 2 ROW5 5/8"mx5-1/2 p EXP. BOLTS ® 32" O.G. AO ITTI1 .88 TYP. 2 X 12 ® 12 ' O.G. A T. P Y. - ( " - 5" O G T 7 P I N ) p X I0 m m h\7 VFFFFV X - b > ! a- X41 LU V d P� T. . P Y. = �+ X \ / f RC CF 1`0t . O b 25'-10 - 1 /2 ' aJ J IN ENTRY Y ES "f' ® RED ® F FI A I � � � LAI X 15 6. 1 - - - I / -3 X X q v=-- �+ O R RA E 8 LV L I -1/8 +b N J /4 " = I '-0" ^LH v b P + LAP TJI WEB WITH NOTE : O UP ' 2x10 LOOKOUT BOTH � " I O N (l IN r� I ITTI1 .88 + SIDES. NAIL FROM ��y INDICATES DIRECTION OF II - i/8 TJI/PRO 250 JOISTS ® Ib ° O.G. TYPICAL UNLESS NOTED OTHERWISE. LU - x xl > BOTH 51t� WITH ALL EXTERIOR WALL HEADERS ARE 3-2xiO WITH 51N6LE 2xb TRIMMERS. TYPICAL UNLESS NOTED OTHERWISE. y N ry m•� O, r? 2 ROW5 IOd ® 6' O.G. TOP OF PLYWOOD ELEVATION = 29 '- 10-1 /2" . TYPICAL UNLE55 NOTED OTHERWISE. L m 5 T A I R 5 — r TOP OF FLOOR BEAM ELEVATION = 29 '-9-3/4". TYPICAL UNLESS NOTED THUS (XX'-X"). Im MI 3- 1 -3/41 X9- I/ HANG JOISTS FROM FLUSH BEAMS WITH ITTI1 .88 HANGERS. TYPICAL UNLE55 NOTED OTHERWISE. 2 X 12 ® 12' O. 5" O CRETE T P IN I 3 I + + + + LVL + W2 2 P � h'ry -4 b � y1 �ry l O 3 - 2 x 12 N ry N C21 11 .470 J X X II I O O d Q STAIRS — ry " 1 634 x 12 G.L. DATE: 08/08/03 FILE: Greekh5e-53 DRAIUV: AUTODRAFT REVISED: 11/11/03 RE VI5ED: i' G;STF :i e0 0 4965 m; - .3/4 X II -7/8L o . � HWU5.50/I L88 �,�, •' VZ �� (SLOPED TOP FLANGE) F S1 0 N A\, E� V � . qT m 3- 1 -3.4 X II - 1 /4 L b J ILI _ +b +b —A 1 2- 3/1 X 6" LAGS r+ \'• X b I 6 63/4 X 12 .L , b i J J > X . X x I � + > J \ F m m T +b 7/1 < 9 2- 1 -3/4X11 - LVL . M. .' k if I -7/8 E S A �t m 3- 103A L R t U 2x12 LEDGER WITH 2 ROW5 U b b� 5/b"(1)x5-1/2" EXP. BOLTS o 16" O.G. r- - t!1 — 1,' 2- 3/4"4) X b " L GS Z - � L m X 2 ® Ib " + 6J HP1411 .88 ail -3/4X9-1/2L i it �+ b / + �j r.> SLOPED TOP C O 6 3/ 2 - I- /4 X II-7 8 L Lry F1 > p Ni. -3/4 X 18 L. (SLOPED) O U 5 J LID, T I _ I K-2 2 X ® ' a- X 1 12 ' OVERFRAME , O It b X 12 b ? 4 \� Z X p I m l FI I ❑ loll 9 + +b , xeer rar,eeti y / J >s I L 6 3/ VL yon m .1 L - - P 2 x 12 m_ X OVERFRAME m Q b x X Q 0, l /2 G .L . k I L 3-I XIO ' 2 b ?I I + I ry Cr1ol1o�5 '(� {�Q ('DOT TfaM: n^ 5 �t►.c4krc I 9-3/ x I I G l+ b+ L "_ �J " J Sargon la-IS- 3A �6) — C) b MON^/t S{ MQt� �te ( ¢ e✓�ui ramat FS o� I �� XI I I {�y � -�12 , + L. J a 5 /8 X 10 +kt Oval rows (14C $O 4o IV jk ` �• ,1 1 / as Gross �to:44ia1 f Ftflw l 3-1/8 X 10- 1/2 GI� Ja I �- - - _ • 8 X 10- I/2 G.L . rt1 X b. Attic space with a ceiling height . j 6 N ❑ Of five feet (5') or less , as measured 2xb TRG I I ' from the top side of the structural DECKING 6-314 X 12 G.L. y b • 6.L. y+b members of the floor to the underside b 3- I /8 x l0- I� G71 . + +s of the structural members of the roof �' J directly above. Attic area created by construction of a roof with truss type v O b members will be excluded from calcu - lation as GRFA , provided the trusses ��' are spaced no greater than thirty inch - J es (30") apart . X. p Ir J V b m. ® x p�YWOOD SUHFASGIA _ 3/4 12 b �� m �� b / 3� b a X _I PROVIDE WEB BAKER. LAP 2x105 3�t - 1 -3/4 X 9- 1/2 LVL F Z ❑ BESIDE TJI 'S d BACKER. NAIL p rn THROUGH TJI WEB b BACKER INTO Y+ X 2x10 WITH 2 ROWS IOd o 6 " O.G. ii > AND CLINCH. 2 ) ID o 16" O. W/ bd Lj&o rb G. < +b I O W 1162 X 26 I m� 2X1 2x12 LEDGER WITH < P E 40 2- 3/8" mxb" LAGS V ` It — 0 Ty - — ------Tir> 2 io 3- =3/4 X 9 -I12 LVL 3- 1 _3 L4X11 -7 8 _ b- 4 12 G .L . X p II -7 8 TJI 2 o Ib " O.G I T. P Y. 9 '- I - I/ 1 - 3/4 II- /8 VL (F H) +p ry+b 1/4" = 1 '-O" OVERF ME X 4 ry+ 2- 3/4"(P X 6 " LA65 + I NOTE : I ' ' 2XI2 L o (F H) y+ + ry lry nJ - I - /4 X II INDICATES DIRECTION OF 2x12 RAFTERS o 24" O.G. TYPICAL UNLESS NOTED OTHERWI5E. ® X ' S Y+ +10 HANG EXTERIOR FROM FLUSH DERS A E 3-21TlO1 .88 HAN FLEE 2x6 TRIMMER5. TYPICAL UNLE55 NOTED OTHERWISE. — b 11 -7 8 TJ R 2 ® 16 " O.AL y+ �. LU5210 (V I +b STAIRS ~ 11 - I -_34,J X 9 -1 N I ' I O — ry} LVL +b ry}�0 �+ + �_ + 4 G.L ❑ LL1 X � ,y+b L 'Y 1 +b b b +b I Y I Q — 2X12 - 4 X II -I/4 VL - I / VL- loo �t6 07 O O 2 J 1• o 16 " O-CA +1090 JII�II //II . _. �+b � ry+ � v • UUU------III � F9 < 5/ l T . UPPER LEVEL FRAMING 3- LAYERS _ Fee WI X ry 2 x 10 RIM IN seems, I X ry X - ry LAP TJI WEB WITH I ' 2 X 12 n 2x10 LOOKOUT BOTH 2 X 12 51DE5. NAIL FROM 80TH SIDES WITH 2 ROWS IOd O b" O.G. I I 2 12 X ' 16 L. 4 z Pip REGIS) ry 2 X 12 O 11b O.G. X I 4 �0� ciigF�•F9�o b ai o L+ n I "i 149 m 6=3 4 I i5LILmjme=Lm P ... see see 2 x 2 O 24" C. , I S/O N rl ��Y - 1 3/4T - if 3/ J 6X3/4 _ _ _ - X _ _ 21 _ _ LPL M X i sesemes sees I � . P R E M A O F T U R E D > I X j, J' J 5 K Y L I6 T SYSTEM J 2 X 12 O 4" G. I > l 2X12 O 24" O.G . ' m X I U r r l IT m '� = 1 P m ' D L 2- 1 -5/4 X II - 71 LVL � ry 1 . Q 5T50 1 " - - - ry 2- 1 -3/4 X 11- 7/ LVL t x ' m Q) 3 0 P Q R x BL KI - 1 -3/4 I - x W 8 X 18 I "- X 13-1 &L. - 4 X 1 � � CV 80 OP ��Q 0 P E HU212-2TF ( X . QfC TYP. W 10 19 FL H) m. ml Q 8 X I Q� l 0 V messes b-3/4 X 13-I/2 G.L . O }— 2x6 T4G 9 V 61 II -7 4- 1 -3/4 X II- 7/ LVL Q - 4 ) C7. DECKING BOLT FIRST J015T TO WALL LUSH LVL ry ry+ip X WITH 2 ROW5 5/6'1 1/2" HGLT5.511 0 P E N �j' � / EXP. BOLT5 O 24" O.G. n �0. 1 O / 3- I /8 X 10- I/2 GLUELAMS � D L 2 X 12 O b" O. b > \; sle IL T.O. LY . 2e '-211 (3 - 5 TE OP ING ) Ad) �' -- - � = — 17711 .88 eWWT "rem J /tea A FFI \ � � ' 3-1/8 X 10-I/2 GLUELAMS G ry �' - _ b- /4 X 15 G.L I - — ry TTYP?-2TF Q� � d O PEN tx + T AI r fV ry' 9 ry 2xb T46 — ? � DEGKING STAIR S ml m F �� r l • % ry m IT o I +b —3(4 X mmmq X Is x m — — xL _ b n m l ITTII .88 TYP. pp 7l 4 l m 1 m • Z - /47. � J I 2 - 2 x 12 LEDGER WITH 2 ROW5 5/8"mxl" EXP. BOLT5 O 12" O.G. 'Z J — l I ^ \ BOLT FIRST J015T TO WALL + b , �tb ` \V\ WITH 2 ROW5 5/8"mx5 1/2" —i r • Q EXP. BOLTS O 24" O.G . - - - +b v y+sessesse 1 P. 1 -3/4 X II-1/8 LVL LEDGER / ; X WITH 2 ROW5 5/8"mx5-I/2 D l EXP. BOLT5 O 32" O.G . CJ 17711 .88 TYP. to �•� ® Fy 2 x 12 O 1211 0. T X o_ Town of Vail II - T. P Y. - ( " - 5" O T N ) b m l OFFS CAP ' - x h7 I -7 7 Is Is ,'y x TR � ' 13 2V-10 - 1 /2 70 40 I X 15 I / -3 X - - - x 1 ILI � N Y !_ � � � li l� OI� O ® FR � Lit ! ry O R RA E 8 L I/4" = I '-O" b + LAP TJI WEB WITH NOTE : � �0 I 2x10 LOOKOUT BOTH ry lry I l ITTI1 .88 + SIDES. NAIL FROM �A INDIGATES DIRECTION OF 11 -7/8 TJI /PRO 250 JOISTS O Ib • O.G . TYPICAL UNLE-55 NOTED Ors- I � > BOTH 51DE5 WITH ALL EXTERIOR WALL HEADER5 ARE 3-2x10 WITH SINGLE 2xb TRIMMER5. TYPICAL UNLE55 NOTFC 1 •ry ry' � m•� O, �� 2 ROWS IOd O b" O.G . TOP OF PLYWOOD ELEVATION = 29 '- 10- 1/2". TYPICAL UNLESS NOTED OTHERWISE. 5 T A I R 5 - r TOP OF FLOOR BEAM ELEVATION = 29 '-9-314". TYPICAL UNLESS NOTED THU5 (XX'- X' ). - - - HANG JO15T5 FROM FLUSH BEAM5 WITH ITTI1.68 HANGERS. TYPICAL UNLE55 NOTED OTHERWISE 3 3/4 X9 I 2 X 12 O 12' O. IF O = - O E N 3 l k y �j � J b'� W2 2 P IU ry 3 - 2 x 12 n ry x x j a STAIRS mosses, I messes ry O b x 12 G.L- x I � • ry 654 x 12 G.L . � c � �ewGr greck - �S r ° � 7 � 14 3 , o I . 3 1`y�Cr}'tZIL / 4' L� aol o f l h l Ga fZL� t l'1L•� L`: ,� 4 o dL5 L/M A4dl � 117F✓ !�¢1= �-� nl_l / o a s �� P�S�#�is,cu � al b e: c Ic "i[ vi � `` •. � s, � �S � -�1-� , _, _ .lam . a w J-I'I LI+165 '�o S = 1'tZ� F1Gr� n M� a� -hs�>=rte OLONI� rl� � �oJ�+-� - _ � 4U ' • .` � Wes- � c�E o� Gvt..JM61F.1� �2. i ,/E , {ny � _ � . . - • .. 2l0 f� o�crld+ +a c-E �+ �� vF vt�1� ✓ - \ �i' - N m O ` =' - _ - - ' • • - • • �_ . . . . . . �r�v o �.� I "I Flt 171Z1�/� MIIIIMIZr t�lst ¢� Imo+►-1 m0 ` ` ter ' �0 • • . . To II Ocf - I N 1= P hry �o 1& 4 1 �• ! 2a �! 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War ry ropP ti l > �I b1sf UjZ t !:prc � , /� � / - ' Iz , � ' . . . � - � ✓ice � rc'f,�.'1 I � � '' a-o��Fa. L� � , , S 1 �>z-, �-s �coars✓ �I�-lE- V ' $ GoMNOIJ JuI.I�PER-- � � E- . , � rs � pX1STI�.Ib - >rcRJ1GE. T�-RR-� 1C � SST � 1J�7 �n, cJFs a vLe � -(MA1J xW-r lab S� i�oc. K L. II•IE J 4L I 40•' tole 4W To P�o /1DE 1=R �JAC y' bET 41 E.61J ► I� Yi2- ��CISTII+ If] 14DL) SE- All P� 0POa��ID '� � Iv }�- � I1.1 HOT TuPj AREA . �� L C)T 20 - Lo 71 Vito Sheet s DATE : DRB 07- 14-03 { DRB 08-01 -03 ISSUE 08- 12 -03 OS 20-03 n - - — - - I --- -- -1 ' LIVINCTRM `O — II - BATH AND STEAM - --- SHONEiR KlT -- - - - - - Pon 44 kv rl 17. ti - - - _ - T N -- - ----- -- - - y < r I I T C� 1 I C� THRI NCB STORA PANT AND /OR � AND /OR } z - --- Dw - - - — z I z - 0 EQUIF . _ BAR FO GH ' I } 1. p —ELI, ► - BATH L�, > 1: J u In lu D I N I NCB +► ROOM l _l 00 M " t LLJ WINE # 114 A F / r I2I � I � FAM I LY M E G H © 2003 M .A. T ROOM -- - - *f22 -- --- - - — - - - - -- u o 0 a N N ✓� O w Om OQ o v — K W K ✓ CL Q w l � ft0� �i ��'S z `L` - 3. L�J z r � � ,� � L+ I , J23 _ — — z, - - - - AIN L II ` " �� saa; �-+l , 0Lf� +o �J+- NORTH 132 S L� �. �1✓ J-� t- S-vyU-I-Io � �2 Cp3 , 2 Saa , F4- se A2 . 651-9 1/28 101-40 IT-3 114' Il'-11 In" II' 8' 6'-4' 4'-2 3!4' 9468 4'-2 3/46 BALCONY ` 1 1 DATE : _ (2�30'-0 11 ❑ I � � DRB 07 - 14-03 - - - - _ _ _ _ FIR +301 11 DRB 08-OI -03 I III I I Y r - - - i r - - - - - - - - - - - - - - - - r - - - - - � ' � I ,q III I I I I I I I I i t I I I I I I I I I MASTER BEDROOM I I I I I I I I - -- - -- - I—- - - - A- - - - - I I� I I II I I 1 L - - - - - - - - - - - - MASTER BATH - - - II FRIG ® ICE AgA /OPEN MASTER GLOSET TO BELOW � r GARAGE 2� H2 LL z N N ❑ / BEAM I /� ABOVE \ Q lL O I _ UP N \ Q Q / + N E L.50 P- -- 1.1.1 zz � MUD 4 - p 2Ob >" I ❑ � ELEV ENTRY I t7 O v - - Aft EL .30'- I " N DN ENTRY — - POH I 7 , Q I EL.5 P VER I N I m EL.30 '- � + I 5 In' - I 6`0 3/4• HALL - - - - 209 �► STUDY I � 210 N 23'-91/2' I I 18A• I I • NICHE ❑ +2a'-b " ❑ 300 — ICE - 1 �y REF FACE OF STONE VENEER, o / YP. j in i \-- FACE OF EXTERIOR m STRUCTURAL NALL, TYP. ❑ +28'-6" ❑ —�- - +30'-0" /�� GU T GLO5 BALCONY 212 +28 '- 7 " - -- HA GUEST SUITE / a I o 2003 M.A . LL T.O.F.F. ! GARAGE +2a'-s11 r X17 uP 1 EL- 3o'=I ' UP 2II 218-A (N �+v u DN ED ex-e4o, I� ;� 4 . 5 a o co 0 N N m W � Y GARAGE - m - oo 218-8 LAUNDRY m `� W o o n J ?? GUEST BATH o m o m 0 G ! VIF - - _ - -- - - - - I In ENTRY LEVEL FLAN OKI _ _ _ 5GALE : 1 /411 = 11-0" NORTH I 1 A :7 • 2 @'-1 In• - 25 {• - 27-10 1/21 - - 12'-I In' 14'-T' I' 8' 96'-6 In• - __- ,- I 1 \I II , , - - - - - - - - - - - - - - DATE : I I p � 1 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ --� --- - - - -- - -- -- � I - 1: - - - - - - I r I I II DATE : I 1 DRB 0-7- 14-03 - - - -- DRB 08 -01 -03 4, 12 4. 12 i _ _ _ - - - _ - - II I I ry I ry 4112 4112 I ' I 1 I I I I I II _- _ _ _ _ _ _ _ _ _ _ _ J I I I 7-6' II ❑ II I I I L 11 II I I1 1 ry II 1 iI 1 r _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ - - - - - - - - - - - - - -- - - - - - - - - - - II IIr - - - - - --- - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - I 1 1 I ry j l � _ _ _ _ _ _ _ _ __ __ _ ' r It l — — — — 1 -- - - - - - J _ 1 1 1 V I I I I I 1 I I N II I - - - - - - - - - Ir - - I I II II ry ry r�=t - - - 4, 12 4: 12 /4312 4112 f I I 1 _ 5HUTTER SHUTTER u I I I I 1 I I I I O 4: 12 J I I 1 1 I 111 � O v T. Intl II OF N W-1--N ii i 4, 12 4112 li I I I I I I I I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ � I � I I I I 1 I I I I I ry1 4: 12 4: 12 ' - - - -- - - - - L — -- - -- � - - - - - - - - - - - - - - - 1 , � _ - - - _ _ I ' I I I 1 1 II " 1 - - - - - - - - - - - - - - FOOFFOOFFF _ _. _. - , - j - - - - - - - - - L it - - - - - - - - - - 41 12 4112 i 1 © 2003 M .A. - - - i I 1 It it 11 I ry � ii ii ry1 � I fV � a cOV cOV II II II F n IC o OF 't 1 11 � U L- _ - _ _ ._ _ _ ._ _ - _ _ _ _ _ _ _ _ - _ m W % m ii �. _ - _ _ _ _ - - _ _ - - _ - _ _ - - _ - _ _ ry I t j N I ry p m Q POO 1 a m 'd II II II _ OJ n OF II ~ I� O II II II Z O U m O ' II II F 2 m 4: 12 4: 12 _ _ _ O ° o N - - - 4: 12 4, 12 E a a - - - - - - - - - - l - 1 ry � I � 1 6Eh1ERAL NOTES: 41 IZ 4, 12 1 . ROOF OVERHAN6 AT RAKE SHALL. t i E3E 2 '-0" FROM OUTSIDE FADE OF l i 1 5TUD WALL U.O.N. II 4112 4, 12 ! � I I 2. 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" -� _ __ . i; n ( \\ { Ii �w G 1i i q 1�' — — — r .. _ - - �` :. - - memoC -- -- - - - :.- I,dd L L +IAA W aLL ¢ 30 14 . 5 ac i ' 2 • T.2� - -` f WALL *2 - WALL WP'u f000 WaLA� +�28 • , S+ � f : ,. r, 1i 30l Ott dd At the Design Review Board meeting of August 6 , 2003 the Board recommended that the applicant work with the neighboring property to the east on re-grading the shared property line in order to avoid a sharp drop off in slope . If it is 14 determined that you will grade across the property line to establish a more gentle slope between the properties you shall submitted a revised grading permit for E ' I � COnt`n� �.M, ks �% 5 �t� q„�. review by Town staff accompanied by a letter from the neighbor agreeing to the -� A 1 proposed re-grading . 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Ur bG � 4 I • — a -- - --- — ° va�'4' o In' DATE : DR8 01 - 14 -05 --__ �- _- -_ - - - - - -_ - - - - - — — — — — DRe oa -ol -o3 — �_ _— I ' I ISSUE 08 - I2 - 05 III I LIVING RM ( 2e ' III HIGH WIND W51 5 SKYLIGHTS n f I RE : ELEV A6V. f b -0 32 II II II II II II II 2a I , III I I I 'II I I — • > - - gib - - L - - J L - - J—+F==J L _ _ J _ ` 1 - - r - - � r - - , r - - � r - - 1 I RIDGEBEAM r - -- - I I I III I DN — KIT CRAWL 102 - _ SPACE -O" HEAD HT Q I I I I I III I I I m L _ J L _ J_I _ J L _ 0 - - 20 T O.F.F. 18'-0 21 A -I 3'__31/2' 2'-1 4' In 10' I I - - - - AGGE55 CRAWL Am SPACE DQ�R - - - - - +18'-0" AS PER TJO.V. CL j MASONRY BUILT 4 I I Ir ----- — -- - - - _' . ` - -- - 06 SET 9 -0 i L - ry +I I I BAR m Q Lv 5'-O " HEAD HT L DINING I r I I - L ' fn 4 16 23/4' Y in I 104 I — 1 I � PANTRY 105 BEAM f ff; ABOVE TYP + 1QQ L zz HAND RAIL Q/ O i ELEV IAND GUARD 4 I L R UBG 5'-1 V4' UPI I I 6 = 132 V. 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( 11 .° 23/41 '-0'I ° FACE OF STONE VENEER, TYP. a k; — -� PORCH } FACE OF F_XTERIOR ZERO CLEARANCE T.O.F .PAVER I 57Rl1GTURAL WALL, TYP.Ail METAL BOX ' w/6A55 L06 5 r � - - - ! - - - - - - -- - - -- - _ - D4 ip I I 2003 M.A. � I sPacE moo r: f FAMILY RM P + ' 110 5 _ AS PER T.O.V. I Q r I I MEGH a N N SMOKE - - - - I °r m m o _- EL. DETECTOR m v � g - - - - - - - - _ -- - - - - -- - - - - - . _ _ TYP - - - - - - J m o a G I9 . 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It b — — — — 3 A'^INING III WINDOWS ABOVE I I 4 b IIII Ar1oN 1 I ISSUE 08- 12 -03 II - - --- - - - - - - - - - - - - -- - - - - - - II I I I I I I I I I I I I O I a bs b3 M a2 MASTER BEDROOM I I I _ O I 84 O ❑ - _ - - 2OI L J L _____ J L - - - - - - __ _ - - J L__ _ _ _J 11 S _ _ _ - _ J ____ ___ ___ __ _ __ _ _ _ __ _ _ _ _ __ _ _ _ ___ _ _ _ _ I_ _ _ _ __ __ _ _ _ _ _ _ _ _ _ - _ - __ _ _ _ _ _ — o - r- - --- � r- -- --� r - - - - - -- - - � r----- t 4 SAN • � _- rev li ii ii ! ii ii II 4 ZERO CLEARANCE 11 ti METAL BOX 1 IL w/GA55 LOG SET r- - -- - i I - - - - i - - - - - � ill O MASTER BATH i t I I I I 202 I L- - - - - J L _ _. _ __J L - - - - -J I - - - - - - - - - - - - - v BT I 'v N i ® FRIG — ' ICE OPEN O +28 5 MASTER GL05ET To BELOW b E 9 � Y GA I 2� a'O LID I HALL e O`er Z 4 o ry ry ++ O - + + -- - - - - _ - _ � 11 – – - - – – – I All — } �_BEAM 'r' _J ry ❑ r ABOVE o3 Q (L O ff UP I 61 nei Q Q ry N 66 ! m + T.O.F .F . 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BU I LIB I NG S � G � ONS A403 II '-8" 171-9" 7 '-b " 3'-71 ' 10'-1 ' 5'-10 DATE: 06/06/03 4 9 FILE : Greekh5e-51 STEP DRAWN: AUTODRAFT TOF = 16'-6" /- STEP REVISED: C - - - � \ / r, \ TOF = 14'$" REVISED: S5 _ 1 TO = 23'-b " 1 � TOF = 16 '-6 " `� 5 �PpO REG/s! D It \ 1 „ v el row= 23'-6" 8 lasss _ m 3 '- II TOF - 18 '-6 " 1 5 I 11 A _ - - - o I SS � 11 11 TOW 181-0 �p . . .. . . •• � - - - - - - - -- - - - - - 5 - - - - - - - - - -- - - - L15TEP 1 L X F 1 STEP L - - - - - - - - - - � 1 x TOW= 28'-8-3/8" STEP TOW 1 G - TOW 5TEP 1 TOF I 1 I 1 1 I I L _ © 1 1 TOF= 20'-6" TOF = 17'-8" 4" FIBER REINFORCED I 1 55 I \ i -imoot _ '1� �� SLAB ON GRADE I 1 I TOW= 28'-8-3/8" _ v ��J �� I 18'-O" I i - � TOF - 20 '-b " 5 I I TOW=22'-0 I - - - - - - - - - - - - - - - -- - - - -- - - - - - -- - - J I /STEP 191-0' 1$ 1 1 1 I A I I TOF I I I I S5 17 -I I x TOF = 18'-8` 55 I I QO(' 4 " 1 I 1 I STEP TOF 1 I 8 „ I I I I I I TOF = 23'-O" I I I I 1 I U 1 I I I I I I I U I I I H I 15 I I I I I I SS I 1 4n I I I I 11 '-2 I I A I 1 TOF 14'-& ' Q L — IG R A W L S P A G E 5 I I 11 r -- - - -- --- -- - - - - - - - 5 i CO I 1 (GRADE AT 22 '-249 I 3 CJ -- - - - -- - - - - - - L TOW= 28'-8-3/8" 1 1 5,�„ 1 1 - - - - - - U 55 t oc � / I TEP TOW I6'-0" � L cv I 1 % 1 1 2 '-5" 1 1 T.O. PAD = 18'-8' 1 1 1 TOW= 19 '-O" 5,_74,. E U I _ _ J ;- I 1 I TYPICAL U.N.O. I - - - - - - - -- - - - - _ I r -- - - - I 1 1 1 G _ — , O 0 . . . ... . . . . . . . I I STEP - - - - - - - - - - J _ I 34,. 1 1 - - - - - I I Ell I I TOW=27'-II -3/4" TOW 14 I TOP OF I I I PAD = 17'-8 " H I I A I I 4" L . . . . . J I 1 1 J I I 18„ 5,_43 , I 1 �'-b ' 4 I I S5 I I O SIM . 1 1 G I I I 4" FIBER REINFORCED STEP 1 I 5 I 1 1 I TOF = 18'-8" I 1 SLAB ON GRADE TOW II '-8" I I I 1 1 TOW= 18'-4" I I TOW= 22'-6" 1 I I 1 I I b!!T Nl'elR, 1 S5 I 1 I I TOF = 23'-O" i 1 1 i E 5 l0 I I I I I O�P� C I I SS i i 5 -611 1 _ _ _ _ J I 1 I I I - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I T - - - - 1 1 I I r - - - - - - - I 1 I I I 1 I I I 1 I I 1 STEP I I L — - - J I 5'- 10" L - - — L K 1 I TOW 1 I I I 55 1 1 T F = 14 '-6 " SS TOW= 2"1 '-II-3/4" 55 I I I I 5'-4 5'- 10" 1 I 5-14„ 5'-10” 51-7 " TOF= 23 '-O " I I I j 1 1 I I � � T.O. PAD I t L _ _ _ J � _ _ _ _ _ _ __ TYPIGAL U.N.O. 5'- 10" I 1 x 1 - - - - - - - - - - - - -, � TOF = 18'- � ! TOW= 19 '-O' 1 1 STEP STEP ! j 24"x24" PIER WITH 4 #5 VERT. 5 _q TOW= 28'-8 I/4" 55 TOF TOW l`\ `�\ La- II " 5 _b`� /� d #3 TIES a 12 " O.G. ON © PAD 7'-b'r 51- Ilit D / / WITH 4 04 DOWEL5 18 (4 PLACES) L TOW= 29 '-B- I/4" \ L5- 55 �// / / TOP OF PIER = 18'-0" 107'-I9" B 55 \ - t- - - - - - - -r A TOP OF PAD = 14'-b " 8 I I 1 I 64 " L _ _ _ J I I 5'-10' c, Crawlspaces accessible through 1 1 © I 1 an opening not greater than twelve 5 -6 -54 " I I I I A 1 1 5'-8" I I SS ( 12) square feet in area, with five feet 5'-5 " (5') or less of ceiling height , as mea- 1 1 I I A r - - - -� I I I I SS C sured from the surface of the earth to I I I I r _ _ I I 1 r - the underside of structural floor mem- I I 1 1 I 1 1 L - _ -- - - - - - FOOTING PAD SGHEDULE bers of the floor/ceiling assembly I I i 1 I I 1 u I I I I I I L . ..J _ _ _ _ _ _ _ _ _ � 1 TOW= 19 '-O above . 24' x24" PIER WITH 4 #5 VERT. MARK SIZE REINFORGIN6 d #3 TIES ® 12" O.G. ON © PAD 55 1 1 j 1 17 '-I " OA 2'-0" x 2 '-O" x 10" 3 #4 E .W. WITH F DOWELS 18 1 1 I I r TOP OF PIER = 29 '-O" � 1 TOP OF PAD = 25'-O" 1 1 I rill 2 '-b " x 2 '-6" x 10' 3 #5 E .W. 8 3'-O" x 3'-0" x lo" 4 #5 E.W. TOW F 5'- 10" 1 I TOF = 18'-8" I 1 IY-II ' SIM. 5 I I/ 1 I A O roll I I 1 1 SS I I 1 1 � I I B A( 1 1 1 I L . . . . . J 5'-10" / � ��9 SIM. / J / // c� R A W L 6 S P A G E I 1 1 I TOW= 19'-O" 5 // / 5 O I 1 TON- I I / � -- - - I r - - - - - - - - - - - - - - - - _ _ _ _ J rz J L - - - - - - - - - - - - - -/ � I I/ / ; - - - - - - 1 r - - - - - - - - - - - - - - - - 1 1% TOW= 19 '-O" 5'-9 " SS TOF = TOW=2q '-B-I /4„ I / i t - - J 1 1 A = 14'-b " STEP I I I / J 9 '-6 ' I S5 TOW J 51M. 1 1 1 I 55 �,I ! TOF= 18'-8° 1 ee TSOF J 51 M. B TOF = 18'-8" I SIM. x 5- - - -- - - - - - -- - - - - - - - - - . - - - - - - - - - - -- -- - - - - - - - - -- - - - - -- - - J I - - - - J! ! STEP I I TOW= 18 '-4" r roll TOW 1 I I F - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- .P�� - - - - - - --- - - - - - ti - - - - - - - - 1 - 1 55 O U N I O PLAN r TOW- 27 '- II-3/4" STEP 4 " TOW= 27'-O-I/2„ I 1 TOW 0CC I I I I {�- 5'-q " I} 18 I I 4 " FIBER REINFORCED 1 j 17 -b I I TOF = 18 '-8" " ' 1 SLAB ON GRADE 1 I NOTE : I I B B I 1 3'-b " 2 ' 3' 1 I ALL WALL FOOTINGS ARE 10"Xlb ". TYPICAL UNLE55 NOTED OTHERWISE. 8 -I " A PLAN ELEVATION 100'-O" = U.5.6.5. DATUM ELEVATION 8500.01 . I I I I I I I I S5 5t)PPORT STONE VENEER ON bxbx3/8 STEEL LEDGER ANGLE WHERE CONCRETE LEDGE NOT PROVIDED. BOLT r0 I I I I I I TOW=22 '-b " I I 5 I I S5 I I 1 WALL WITH 5/8"4)x4" EXPANSION BOLTS ® 24" O.G. IIII- Il �llt �/ 11 L _ _ J L _ _ J I I I I I I I I I TOW= 1q'-0' I L J L 1 1 Q I I I I I 1 STEP I TOW= 19'-0" 11 1 I I I 1 I L r STEP STEP L - - - 7TON I -STEP- - - - - - - TnF G 14'-8" I Alt 11 '-5" 70F TOW - TOF 15 6' - - - -- � - : - - - - - - TOF - 141-9 ' I I I I STEP x I I `- - - - — - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 L — - - - - - - - - - - - --- - - - - - - - - - 23'_6 GRA W L SPACE TOW I x l 1 55 1 (GRADE AT 22'-2'7 -- - - - - - --- - - - - - - - - - --- - - - - 1 r - - - - - - - -- - � - - - -- - - - - - - - - - -- - A l � i I I TOW= 18'-4" - - - - - - - - - — 1 I „ A L - - - - - � SS I I l 1 F TOW = 18 '-4 " I I TOW= 27'-O-I/2" i I A i9 '-O" F G I I 55 55 TOW= 27'-0- 1/2 " I I TOW= 21 '-b " I 8 " 5 I A I I 55 55 N 55 5 -74 " I I 5' 0" O TOF - 18'-8" STEP I I 5 M TOW= 1q '-o TOF=23'-0" j i C�� STEP TOF I I TOW= 22 '-4' it = 55 1 1 TOW= 20'-q " v . r - - - - - � 0 V II - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - . - - - - - - - - - — — - - - - - , L - - - -- - - - - - - J 1 1� O O I I r I „ JAII-�IIF r \ U X v 1 I __ _ I 1 TOF = 20'-6" 1 4 " FIBER REINF. - - - - - - - - - - - L - - llll Ilr� T��1111 I ` I I SLAB ON GRADE 12 '-9 " O STEP I 1 1 I I I 5 ' TOW=21 '-3" TOF c�5 I I 5 5 TOF= 15 6 M OF I5'$" t } x I I 5 V _ _ _ _ _ _ _ _ _ ___ _ _ J I 24"x24" PILASTER WITH 4 #5 VERT, N 1 I SLOPE TOW b #3 TIES 12 " O.G. ON © PAD >. - - - - - - - - - - - - - - - - - -- - - - - WITH 4#4 DOWEL5 TOP OF PILASTER = 20'-9 " a 12' 23 '-5;" 4q '-7" DATE. 08/05/03 FILE: Greekhse-52 3- LAYERS DRAWN: AUTODRAFT 2 REVISED : �DX REVISED: �T ry 2 x 10 RIM x ry \ a x -Feel 2X10 LOOKOUT,IBOTH 2 I I " O. 2 X X ryl2 51DE5. NAIL FROM BOTH 51DE5 WITH 2 ROwS IOd 0 b" O.G. + 2 12 x 1 y' 4� 1 6r.JI ry 2 X 12 116 " O.G. 2 X 12 1241 O. +b ry + 6-3 4 SLUEL M_ m > m � 2- 13/4 II - 8 h J m 6_3/4 _ X m 21 L . M l_ V O P R E M A OF T U R E 0 > I X 5 K Y L 1 6 T S Y S T E M 2 X 12 ® 4" G. �. JI JI J > I �I O J 2x12 0 24" i O.G. ro U �, �. v • xi T P 2- 1 -3/4 _X _11 -1/e LVL ry V\ T ml ml I I 61 � Q 2- 1 -3/4 X II-l/ LVL ry ' w i . L P x x + m �+ I `� 0 R I 3- 1 - 4 X I -� V x W 8 X 18 _� r OA I'l 5 BO OP '7- / X 13-� G.L.,q D P E - '4 X 1 �+ G.L.� �6 cV x It 212-2T P I I 0 TYP. 0� W 10 19 FL H) �' �' ttl Q 8 X Q� ( � T V t (28' 8-1 ") mI ml 0 � ® 0 `—r 0 > � ry ry } k \�G O 2xb T66 V 2- 1 -3/ II --7 3- 1 -3/4 X II -l/ LVL Q - 4 C7. DECKING BOLT FIR5T J015T TO WALL LUSH LVL ry +b X WITH 2 ROW5 5/8"mx5 1/2" MIT411 .88 b O P E N oj'ry EXP. BOLTS 0 24" O.G. + T O m OF + To D BL 2 X 12 0 16 " O.C . ft1T J to ® i I Im 3-1/8 X 10-I/2 GLUELAMS IF IF O. LY 2 '-2" (3 - 5 G G TE I NG � ry ry *5 I I �+ ❑ I ///222 L . x 6-3/4j X 13- I x I eat NS�ew 16111 x v m y i I 3-1/6 X 10- 1/2 GLUELAMS IIT it (AIN ry 6- /4X156.L HU212-2TF foc u� PEN TYP. 0 O b 11 I x Hry N m -4 2x6 Tab DECKING 5TA1 RS - I m Q x — . �z' m � . ry 1oI C) I }b qez +b O N I x I- i to X II m I TT11 .88 TYP. I m rn II /de A 7 I � I 2 - 2 x 12 LEDGER b WITH 2 ROW5 5/811mx-1" r- � — EXP. BOLT5 0 12" O.G. J a i J B _OLT FIR5T J015T TO WALL i ry+b r - - II - WITH 2 ROWS 2 "mx5 I/2" ry O �+ EXP. BOLTS 0 24" O.G. _ 1 P• 1 -3/4 X 11 --7/8 LVL LEDGER x 4 I WITH 2 ROW5 5/8"mx5- 1/2 p EXP. BOLT5 0 32 " O.G. L Li ITTI1 .88 TYP. c �� 2 X 12 ® 2 ' O. A -T. PLY. - ( 0 x _ 11 II lI b Im XIF y+b c 1 O IF Lu let x Z b ro TD. P % ry+ � ry EN7R1' l� E \/ ZL V� R ® ® F FRAk\ Y1N � �b -I X 15 6 . I / -3 X - - - x 1 iL �� O R RA E 8 LV y I -1/8 +b . .� 1 /4.. = I '-0l 1inL p P + ry �-+ O � LAP TJI WEB WITH NOTE : (V = Jp I IT111 .88 + 51DE5. N0AIL0FROM � H AZ ,-,xF INDIGATE5 DIRECTION OF II -1/8 TJI/PRO 250 J015T5 0 Ib " O.G. TYPICAL UNLE55 NOTED OTHERWISE. O *57 > BOTH 51DE-5 WITH ALL EXTERIOR WALL HEADERS ARE 3-2x10 WITH SINGLE 2xb TRIMMERS. TYPICAL UNLESS NOTED OTHERWISE . m a p. 2 ROWS IOd 0 b" O.G. TOP OF PLYWOOD ELEVATION = 29 '- 10-I/2". TYPICAL UNLESS NOTED OTHERWISE. 5 T A I R 5 - r TOP OF FLOOR BEAM ELEVATION = 29 '-9-3/4" . TYPICAL UNLESS NOTED THU5 (XX'-X"). — m = HANG J015T5 FROM FLU5H BEAM5 WITH ITT11 .88 HAN&ER5. TYPICAL UNLE-55 NOTED OTHERWI5E. 2 X 12 O 0 12' . . 3- I -3/4 X9-I ® ( ' - CRETE . T I N X > U U x �4 I DATE: 08/08/03 FILE: Greekh5e-53 DRALN: AJTODRAFT REVISED: • REVISED : +b — :so cHgFSTF9^ 14965 m I.3/4 X I-1/8L HWU5.50/11 .88 �r (SLOPED TOP FLANGE) V � . �. J FSSlO N A\. m 3- I -3.4 X II - I /4 Lml/ � Jv� v > 2- 3/4 " X b" LAGS = X 6- G 63/4 x 12 L. k � x x At+ > J ry+b F m N ) - \4177- 2- -3/4X11 - 1/ LVL . AL m +bI \P + m 3 -3 X I -7/8 LVL LUS \ 3- 1 3.4 XII- I/ L U x 2x12 LEDGER WITH 2 ROWS V b X 12 Ib" O.G �y+b b 5/8"mx5-1 /2" EXP. BOLT5 O Ib" O.G. 2- 3/4 "m b " L GS L top a m } WPI411 .88 �+ b p '� + 1 -3/4X9-1/2LV // � � SLOPED TOP _ LU5210 O _ _ - _ 6 3/ 2 /y I- /4 x I -1 8 L m +b + 2 1 -3 4 X 11 -1 L �' b L (V X 18 G.L. (SLOPEDI r� O 2 x 12 Ib" O.0 X 2 X ® 2 ' I O At bb X_ 12 Z -4 \� toomoop}fG • x 2 X 12 O Ib " O.G . 12 h' Q 9 _ A v �\ It +b J V I e�T � L 6 3/ N potoppop b ip b + y+ yn m y+ x y+ N 2X12 � � x � OVERFRAME Q b Xi ZA X Ito 3-I/8 I O-I /2 G.L. k 3-I18 X 10- I12 G.0 � � � *gyp I� � I ,-� / Q OF 3-1�1BX,I0�=12G I m ' �1� +b m I ry I }b Y 0 0_ 3/ X 12 GL. }: +b x 8 6. bxl I �iy� l/8 X 10-I L. I ....000" v .—I 3-1/8 X 10- 1/2 10) " — 8 x I0-I/2 GL. m N b � DEGKNG b-3/4 x 12 G.L. yb m 6Lry}b 3-I /8 X =10- 1/2 CIF G.11oj }b D +6 tootoomp G Z J J N O bl X of\� � J b m. ® X PLYr100D SUBFASGIA /4 12 tz GQ� y}b 3g y y b x 3\ b PROVIDE WEB BAKER. LAP 2x105 3- I -3/4 X 9- 1/2 LVL N R r(j Q ❑poppoppog .BE51DE TJI 'S S BACKER. NAIL THROUGH TJI WEB d BACKER INTO \� ry+ x J 2x10 WITH 2 ROWS IOd O b " O.G. �i > O " AND CLINCH. -- b b W/ L Ibd Ib' G. b 9 IW I6 X 26 I. 3,77 popoppopop 2 2X1 2x12 LEDGER WITH P E Q +6 � 2- 3/8"mxb " LAGS ° 3- 2 — — O ib " O.G. r —� — — — — +b ��+b ��+b yry+ y+ � y a - 3- 11=3/4 X 9-1/2 LVL - I -3 I -1 6- 4 12 G.L. to poij b b ( L ) � +b -1 8 TJI 2 O I b " O.G 1 Q I V F F E I ® !m Y L I$ ice ® ® ® F � A I I I �1 � � � I �1 — L a �' m � O I /4 II- /8 VL 'D �. T. . P Y. 9 '- 1 - I/ (F ) or y+ ry}b y}0 OVERFR ME I X 4 I/4" 2- 3/4"m X b " 65 R y+ NOTE : moop i 2X12 p (F ) y+ �+ IN ry - I - /4 X II 8 L L (F ) INDICATES DIRECTION OF 2x12 RAFTERS O 24" O.G. TYPICAL UNLESS NOTED OTHERWISE. J' ry ° l+b ALL EXTERIOR WALL HEADERS ARE 3-2x10 WITH SINGLE 2x6 TRIMMERS. TYPICAL UNLE55 NOTED OTHERWISE. _ O x *7b HANG J015T5 FROM FLU5H BEAM5 WITH ITTI1 .88 HANGER5.b I TJ 2 O 6' 0-4w.11 F +b STAI R5 � J i rl,+ ' ' 1 3i I N I I I I I ry jY,�3XL� I b ~ d — ,1 -314 � ❑ iu O twoompow �+ �t + } x �tb L y l b b > y y}b I y I 1 1 2x12 y'� a y f - 1 -314. X II - I/4 VL / VL b `�+6 2 I O 6 " O. ❑ I • N N , b �J \J x x b UPPER LEVEL FRAMING i DATE : 08/08103 FILE : Greekh5e-54 L DR�: AUTODRAFT 1 REVISED : REVISED: f �s O. I� � E 14965 m; r i 1 FSS;0 N A� F� I I . } i i I I i I f I j c ru I i!1 I 0 � 0 •� 0 i I I e�err ru�ae I � 44 I i i A I P`�yp09 5UBFA5GIA - I- 4 X L v P ryb 3 4 a G� rytb u L 9 I LVL j I +b b b 1 K . X 12 + 2 X 12 7, I (9 " O. INI II II ` O FRAM 6� \p/ +b i Ib 3/ b-3 I /2 �r—ry t dry+ I + 3� 6_L Y+� b /4_ _ _ b L . \� x . I I l \� x ' 09 AL 3- - X tb 400 — tb +b 9-I !2 LVL +b 2- 13/4 X � i1--1/ L. x + L /J' \eP LU5H) J � ml b + b + ry ry h ry N +b X. b �,+ N m m yt b- /4 m 2 O.L. LZ L 11 J ❑ O O � U U Lil H C=7H R ® C7 FRAM NC=7 I= L� AN 1/4" = 1 '-0" NOTE : INDICATE5 DIRECTION OF 2x12 RAFTER5 ® 24" O.G . TYPICAL UNLE55 NOTED OTHERAI5E . ALL EXTERIOR WALL HEADER5 ARE 3 - 2 x 10 WITH SINGLE 2x6 TRIMMER5. TYPICAL UNLESS NOTED OTHERWISE. 1 DATE: 08/08103 PILE: Greekh5e-55 DRAtLN: AUTODRAFT REVISED: REviSED: STONE VENEER 10.5 " A.B. • Vs" A.B. o 4' O.G. 2 #5 GONT. pD0 P P,fd/1 4" SLAB TOP d BOT ory �0I IG :0 2 #5 CO NT. 4, A B ® . 2 14965 oat TOP d SOT f • 4" 4' O.G. � " A.B. o m: bxbx% " ANGLE 4' O.G. 4 " 5LAB 4 " 8" 8" 4" STONE LEDGER X ' N 4" GRAVEL 2 #5 GONT. • ITTI1 .88 HANGERS BOLT TO WALL I, EXPANSION NNAL E TOP d BOT • W/ % x 4" MATERIAL 2 #5 GONT. EXPANSION BOLTS ® 24 " O.G. 4" SLAB : 4" GRAVEL • � � fil ® N 6., z • POUR SLAB SCALE : 3/4" = I '-0" • �OVER NALL 2 x b • 16" O.G. WOLMANIZED W/ #4 DOWEL 75 _1 z b z #4 0 18 O.G. 2 " U 4" 4" Ul 4 GRAVEL WALL WITH I/2" WOLMANIZED O 24 O.G. g Z #4 a 18 O.G. < #5 ® 12 " O.G . z 4 " 4 ' 2 #5 GONT. PLYWOOD SHEATHING a 2 ^ a I IB TOP d BOT #4024" O.G. w #4 ® Ib " O.G. N 44 ® 12 " O.G. L w 6 #4 o 24" O.G. w N � " A.B. ® 24 �" EXPANSION 18 Ul MATERIAL • 18 4' O.G. tt4 ® ib " O.G. #4 • 24" O.G. L 10 6 # a 24" O.G. 4" SLAB 4 " 5LAB 6 4' O.G. 4" MATERIAL ION DRAIN - SEE C • • SOILS REPORT • • 4" SLAB • • o - U W Q r o f- 2 #5 GOVT. • p d 4„ • • 4 " GRAVEL) • - • tIl mm _�• 8" 8° 2 #5 GONT. g ^ 8" 8" `} O 2 #5 GONT. 8,. 2 #5 GONT. __/ DRAIN - SEE 2 #5 GONT. 4" GRAVEL • Q 4" 4 ' SOILS REPORT 4" 4" DRAIN - SEE 4 4" DRAIN - SEE Q 2 #5 GONT. 4" bit SOILS REPORT SOILS REPORT cp r t (V � E: ON C5 a " � TION 7 5E � TION E t5 E � 7ION G 5 � CTION � o o � GTION NO SCALE SCALE: 3/4" = 1 '-0" 5GALE 3/4" = I '-0" SCALE " 1 '-O" SCALE := 1 '-O SCALE : 3/4" = 1 '-0" SCALE : 3/4" = 1 '-0" O m d) u U > m 8" GMU WALL W/ #4 o 16 " O.G. VERT. d #8 DUR-O-WALL ® Ib" O.G. HORZ . !-5 " A.B. ® 18 IS ❑ 4' O.G. STONE VENEER #4 o 16 " O.G. J Q STONE VENEER #4 a Ib " O.C. 8 I/2" EXPANSION MATERIAL STONE VENEER �„ A.B. ® 18 _ RIPPED WOLMANIZED 4' O.G. #4 ® 6" O.G. 2x10 PLATE I #4 GONT. EACH WAY RIPPED WOLMANIZED • • • 2 #5 CONT. 2x10 PLATE 2 #5 GONT. 2 #5 CONT. TOP d BOT TOP d BOT TOP d BOT • • • • BOND BEAM • • • WITH 2 #4 GONT. • bxbx�b " ANGLE a STONE LEDGER STONE ANGLE 2 #5 4 E30 12 6' BOLT TO WALL TTI1 .8b HANGERS 6" STONE LEDGER 6„ TOP d BOT STONE " ANGLE LEDGER H0212-2TF HANGERS W/ �b" � x 4" BOLT TO WALL W212 HANGERS 6" BOLTETO WALL #4 ® Ib " O.G . W/ 4g "m x 4" „11 2 EXPANSION BOLTS 2 EXPANSION BOLTS 2" �^ A.B. o W/ �5 m x 4" 8 2 ^ 8 " GMU WALL W/ #4 • Ib " 4 ' O.G . EXPANSION BOLTS Z z O.G. VERT. d #8 DUR-O-WALL J • 24" O.G. -i tt4 ® I6 " O.G. Q Q ® 24 " O.C . #4 a 16" O.G . • 16 " O.G. HORZ. #4 ® 16 " O.G. � #4 O 16 " O.G. a O 24' O.G. � #4 O Ib ' O.G. J a 8 #4 ® 18" D.G. w #4 ® 18" O.G. w #4 ® 18" O.G. w #4 a 18" O.G. w IIS 118 118 #4 ® I6 " O.G. L tti #4 • 16 " O.G. L #4 • Ib " O.G. L #4 o 16 " O.G. L 118 �" EXPANSION MATERIAL 6 6 6 4 " SLAB 4" SLAB b t`1" EXPANSION MATERIAL • • • • • • #5 ® 10" O.G. E.W. - - O O O O - 2 #5 GONT. 8.. 2 #5 GONT. 8 .. 2 #5 GONT. 8 ., 8" 3'-6 " 8" 4" 4 ' 4 " 4 " 4 " 4 " 2 #5 GONT. " 8 " 41'4 4" 6 " 6 " C100 ON H 2 #5 GONT. —1 5GALE 1 " = 1 '-O" TOP d BOT � � fiION � � fil ® N � � fil ® N �J ICI 5ECTION SCALE : 3/4" = 1 '-0" 5GALE : 3/4" = I '-O" SCALE: 3/4" = 1 '-0" #4 a 18" O.G. SCALE : 3/4" = I '-O" #4 o 161, O.G. • Z 24 Q #4 • 16 " O.G. 2 " d 10 w • — 1 #5 GONT. #4 NOSING BARS TYPICAL II -- ' • #4 ® 12 O.G. � 15 18 12 DRAIN - SEE 18 #4 ® 12" O.G. • • SOILS REPORT • 2 #5 GONT. 4 SLAB a lie • 8" O • #4 • 12 " O.G. • _ EACH WAY 21/2 " 21 /2 " 11 /2" 1 1/2 " SCALE I " = 1 '-O" N II II II PAIR 3x3x/4 "4 'e, WIDE FLANGE GENERAL NOTES SPED I F I GAT I ONS X BEAMS 4-5/8 " m A325 A.B. 5 1 1/2" SCALE : 3/4" = I '-O" I I/4" 2 1/2" All framing lumber to be #2 Doug-Fir or better. (All bearing wall studs to be LH 3" I PLATE This structure has been designed to meet the requirements of the 1991 lhlform 2x6 o Ib" o.c . per UBG Table 25-R-3)2 1/2" Building Code with amendments as adopted by the Town of Vail . AII Micro= lam's to be manufactured by True, Joist MacMillan and conform to the 3 FLANGE BEAM allowable stress requirements for a 13/4" 1 .8DF Micro=Lam L\/L. 1 1/4" 1 1/2" BEAM POCKET All omissions or conflicts between various elements of the rvorking drawings II II and/or specifications shall be brought to the attention of the 5tructural Engineer All TJI Joists to be manufactured by True, Joist MacMillan. llllll IIII�� 111111 WIDE FLANGE before oceedl wlth work so Involved. The General Contractor shall verify PL 3/4"x8x0'-8" BEAM y AII Glue-lam beams to conform to the allowable stress �y y 3 ROWS 3/4"m 13/4" I I/4" ^ � all dimensions and conditions at the Job site and shall be responsible for the requirements for a F24-V4 combination beam. /1 ^'325 BOLTS r L_ � N V CONCRETE means, methods, techniques, sequences and procedures associated wlth this l\J1 ELEVATION 3" 1 112 " FOUNDATION project. Furthermore, he shall be responsible for coordination of all work and All connection hardware to be by the 51mpson Company. _ WALL materials Including those furnished by 5vbcontractor5 . The Structural Engineer Q shall be contacted during the construction phase to make the Job site Inspections All roof decking to be 5/8" G-G Ext-APA 32116 plywood. Nall with `- 10d O 6" oz. at panel s and O 12 " oz In the field NON-SHRINK necessary to confirm that the actual field conditions are consistenet with the P gage WIDE FLAKE l TUBE STEEL COLUMN U U Q GROUT design assumptions and that the construction 15 proceeding according to the GAP PLATE /2 " x bf x O'-9 ° - All floor decking to be 3/4" G-D Int-APA 42/20 TdG plywood. Glue BEAM /- COPE FLANGE a plans and speclficatlons. L 3/4" NON-SHRINK GROUT 2- "mx5� " sheathing to Joists with PL400 and nail with IOd o 6 " OG, at panel edges O 2-5/8" m A325 EXPAN5ION BOLTS and 12" oz . In the field. /I CONCRETE FOOTING � Live Loads Used In Design : o ' Roof 80 psf All wall sheathing to be 1� " O.SB. Noll with 8d O b" oz. at panel edges V Floors 40 psf and 12" oz . In the Field. O O bo TUBE STEEL COLUMN ° ° Garage Floors 50 psf or 2000# point loads per UBG Table Ib-A. II „ " a I ` ^ I n a IAI 11!1--1114 U " U DecVCS 100 psf All concrete to attain a compressive strength of 3000 psi In 28 days. a Earthquake Zone 1 UBG U U All reinforcing bars to be Grade 60. L III 4 Wind 60 mph, Exposure B 13/4" 1 1/4 " All steel beams, plates and angles shall conform to ASTM A36 5peciflcatlons. The foundation design for this residence Is based upon Sall and Foundation Investigation No. &5-3%0 prepared by GTL/Thompson, Inc. on July 111 2003. All tube steel columns, shall conform to A5TM A500 5peclflcatlon5. — _ The 5o115 Engineer shall be contacted during excavation to All mason block units shall conform to A5TM Specifications G90, /I SEGTION X ELEVATION Inspect the site and confirm that conditions are consistent with this y N E 7 A L Grade N [minimum fm = 1350 p51] Investigation. The General Contractor Should review the 50115 Engineer's report SCALE 3/4"= 1 '-O" ystem5 w Its recommendatlons for excavation, backfllling, grading and drainage All mortar shall conform to A5TM 5peciflcatlon G2-70, Type 5 SCALE 3/4 " = 1 '-0" 5GALE I " = 1 '-O" SCALE 2 " = 1 '-O "