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HomeMy WebLinkAboutB08-0211 Plans I 1/,, ~1%flffir/l'/,Y/~///6/,~%//,lY///1/f/f/ t਍ഀ i ~ ~ ~ ~਍ഀ T- I TITLE 511EET ~ GENERAL NOTES ~਍ഀ ~ - TOPOGRAPl11CAL SURVEY ~ o਍ഀ ~ ~਍ഀ 5P- I 51TE PLAN਍ഀ f ~ A- ! , I EXISTING PLANS AND ELEVATIONS ,਍ഀ ~ A- I ,2 PROP05ED PLANS ~ ~਍ഀ ~ A-2, I ELEVATIONS AND SECTIONS ~਍ഀ ~ ~਍ഀ ~ 5-2. I EXISTING AND PROP05ED MAIN FLOOR FRAMING PLANS਍ഀ 5-2.2 EXISTING AND PROPOSED UPPER FLOOR FRAMING PLANS I--਍ഀ ~ 5-2.3 EXISTING AND PROPOSED ROOF FRAMING PLANS ~਍ഀ ~ S-3. 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N"'".»f""""",. ...uM~'rem~;r„n ~H nab' v^ ,r..., g ~r .S.rzwrrn਍ഀ / n ~rnaaa ..,,,,.,.,.n.,.n~s.,.n.,,mn~ f rnma~ ,.,,,,"naan.J.;nnn...ml / „,...nn„n„i',in,.,na~ nib /r .,,",vn,~ ~ ~ ,n, l~n,,..N~/n~ t { ~ ar., < ~ 1 ~ ! 1 ~ i"v as ~ .,.~_„"n s f F 41 r ~n/laaann~n„n,.~, ? r ,,.y,,...,,,,,,਍ഀ mom` ~ % Wn:'.x. p"»" nnamrr:~' ".m:r, a ~wunn.,«„ luia,7", ar.,2, r ^ u:" -,..r' a.,~ryn ure2." ,,.,i ^.Y r„z",r .,,..",..."",,...n..,~~,... , ana;~v""'n:; ai nn„arn,'਍ഀ WINDOW ~ EXTERIOR DOOR SCHEDULE਍ഀ MARK TYPE SIZE R.O. (W x N~ f1EAD 11EIGI1T5 REMARKS਍ഀ A I FRONT DOOR 3068 3'-2" x 6'- 10" 6'-8"A.F.F. EXISTING DOOR TO 8E RELOCATED਍ഀ A 51DELIGIIT 2068 2"-1" x 6'- 10" 6'-8"A. F.F.਍ഀ A CASEMENT 2040 2'- I " x 4'- 6'-8"A. P. F.਍ഀ 1਍ഀ A 51DE DOOR 3068 3'-2" x 6'- ! 0" 6'-8"A. P.F. WD. W/ TEMPERED GLA55 UPPER PANEL਍ഀ A CASEMENT (3)2650 7'-7" x 5'- 7'-6°A. P. F.਍ഀ  PROVIDE THE BF-5T P0551BLF 5TRUCTURE. THE5E DRAWINGS HAVE DRAWING NUMBER:਍ഀ BEEN PREPARED FOR THE U5E OF A QUALIFIED LICEN5ED਍ഀ CONTRACTOR EXPERIENCED IN THE CON5TRUCTION TECHNIQUE5਍ഀ AND SYSTEMS DEPICTED.਍ഀ A I JUN 2~lfl UNIT5਍ഀ -OWN OF \/Ai਍ഀ -਍ഀ A / i਍ഀ Wn ~.1 oun a a e a e o c 0 0 > >਍ഀ ਍ഀ ~ ~਍ഀ J~਍ഀ ਍ഀ ~ ~ ~ ~਍ഀ VAIL RACQUET .਍ഀ CLUB CQNDCMINIUMS ~ w ~r਍ഀ TRACT M LEGEND:਍ഀ ~ ~ 12਍ഀ S DENOTES CONIFEROUS TREE o ~V c4 .p , WITH TYPE & SIZE IN INCHES SHOWN਍ഀ ~ ~ PINE਍ഀ ti0਍ഀ 4` ~ 14 ti. ~ c DENOTES DECIDUOUS TREE਍ഀ ~ ASPEN WITH TYPE & I IN IN H H N਍ഀ ਍ഀ ~ ~ 4਍ഀ ~ ~਍ഀ ਍ഀ ਍ഀ ਍ഀ D~ ~ ~ ~ ~਍ഀ S,~ ti~ ~ 2,,਍ഀ ਍ഀ . 1~਍ഀ ~3਍ഀ ~ gyp. Z i ■਍ഀ VAIL RACQUET਍ഀ ~਍ഀ CLUB CQNDOMINIUMS f਍ഀ TRACT N , I ,fig i / o਍ഀ 1 2 STORY r D~ Fd਍ഀ FRAME 4r GF ~ DWELLING { r' ~ M., p਍ഀ > SAI ~r~ ~ ~ w-~ :r਍ഀ ~ POSSIBLE ^r~ S,~ ~4 J਍ഀ ! ENCHROACHMENT /f 4 y Ap~ 0 ~ \ S 9਍ഀ D~/ f \ 2, 4 I਍ഀ ' ~ ~ l 00~ 99.3 ~ 0 i 0 p f e,਍ഀ ti ~ r c ~ f ~ ~ F਍ഀ s f° ~ ~1 B t ~ ~ ' I਍ഀ ~ ,,,,J ~ ASPEN਍ഀ ~ ~ S l~ pc/ i 99.1 9 ~ A,~,, ~ ASP N CONC. Q~ ~਍ഀ LaT ~ 8 f WALK਍ഀ FOUND X ~ ~ ~:."~~...~~"DECK' #਍ഀ CUT CHISEL ..~.~1 ~ ' fN ROCK WOOD FENCE ~a ~ 2ND STORY਍ഀ • O RHANG਍ഀ r਍ഀ h ti \ o a• 1i ~਍ഀ ~0 T 6 p v LOT 8 ~ ~ • FIRST FLOOR ~ J\਍ഀ \ ELEV.-101.3' gyp. ~ PINE ~਍ഀ p਍ഀ S 2 STORY ?s਍ഀ A sj. , D ~ ~ FRAME p਍ഀ 00,\ DWELLING LQT 5 99.4 ~ry h਍ഀ ti,• 4 Sls, ~ I਍ഀ ~ ~ i r਍ഀ ° 3 ~ © OQ ~ ~ / ~ 2 i~਍ഀ 3r 1਍ഀ ~f ASPEN ~ •,q S ~Q \ l GAS ~ ,~G~ METER਍ഀ S\ ,tip ~ 0~ J਍ഀ ELEC. p਍ഀ ~ METER 0 M ~਍ഀ 4਍ഀ \ ~ ~;:DECK ~=A ;਍ഀ \ 0 2 STORY FRST FLOOR qp.' :•:•'L:::•::•'r::•:•:•::•:•::•:;:•:'t:~::'਍ഀ - ~ ~9.8 ASPEN FRAME ELEV,-101,3 ,~0•.::•;•f:~:::•:::•::•;::;•::•:::•: 99,8਍ഀ DWELLING r •਍ഀ 0਍ഀ : ' 3਍ഀ Sp LIGHT਍ഀ Q•਍ഀ 20" O~ o C.਍ഀ sS~ l~ \ ~ ~ 4਍ഀ S~ a ~ 99.6 ' ~਍ഀ 2~ ~ , ASPEN਍ഀ GRAPHIC SCALE Q s ~ oD.S਍ഀ ti• ~Q. `~?o ~ ASPEN ~ ~ ~ o਍ഀ 99. 1~ i਍ഀ ' f~~, 2ND STORY OVERHANG਍ഀ { W FEET )਍ഀ ~,P 1 inch = 10 it.਍ഀ 5Q N 47'S9'~4" E P਍ഀ 50.73 0~ f਍ഀ ~ w,W r} ~਍ഀ 0~'਍ഀ  P.O. Box 1062਍ഀ 101.1਍ഀ NOTICE: According to Colorado law you MUST commence any legal DRAWN BY RPK DATE:. 03/02107 AVON, CO 81620਍ഀ action based upon any defect in this survey within three years਍ഀ after you first discovered such defect. In no event, may any CHECKED 8Y- WGY DRAWING N0: 07020 roPO (970) 748-0274 (970) 748-9021 FAX਍ഀ action based upon any defect in this survey be commenced more than ten years from the date of certification shown hereon.਍ഀ NO.' 07020 SHEET 1 Of਍ഀ ~ ~ ~ ~ i v i r v u ~i i v ~IHH1,y~~J!/~~1/~/!%/~lJ/:/%/6yl~Il/flf•~f/!/!l/,~/l/%/O//l////~.yl/H/਍ഀ , i਍ഀ ` ~ ~ PROPOSED 2ND~~ c~਍ഀ ~ 'w, ~ ~ ~ ~ h\ STORY OVERi1ANG ~ ~ \਍ഀ ~ r \ \ / , ~ U,਍ഀ / ~ ~ c~iir_-r~tiin n~in n_rnr»i irw ~ a h਍ഀ ~ ~ ~਍ഀ f਍ഀ ~ , ~t a਍ഀ , i਍ഀ ~ ,਍ഀ ~ ~਍ഀ n਍ഀ o ~ ~ l u਍ഀ ~ ~਍ഀ ਍ഀ JJ - -਍ഀ 4਍ഀ p ~ , ~਍ഀ ~ ~ 1'L.Op ~ 0/~ 0~਍ഀ s lJQ L਍ഀ \ \ ~ \ .n 43 A EN , 'i਍ഀ ਍ഀ 1. ~਍ഀ ' SPEN ~ , , ~ ~ ~਍ഀ h ~਍ഀ ~ .਍ഀ ~ i ~~EVI~EQ~fR ,਍ഀ ~ 'S t ~ r.਍ഀ ECI~t , .਍ഀ t , ~ ~਍ഀ ~ ~A ~ 4'', \ ~ \ 1 d਍ഀ T F~ao ~~~v. = I a E ~ ~ FI ~ R R tii਍ഀ ~ 1 ~ ~ i t਍ഀ E ND ~LaaR ELEV.=1 I a.5 ~ ~ ~ ca 1 ~਍ഀ , ~ ~ \ ! 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' BEEP STAINED ,.timrra ,~,,,w.,,o vi~~ d/'rl NrHM✓•,...,,on~.,,,„/ -+I'~- r,਍ഀ f ~ ~ f ; ~ ~ a ER eENCnES਍ഀ 'BI85' INSULATION ~ ~ { I ! ~ ~ ~ I ll~,i~€; 's਍ഀ a' PLYWOOD 5U6-FLOOR - - ELEV; 3 01,3 - - - - ~...",.,..,.....,.,..e..,.......... FIRST FLOOR ~„sy j,,zK~~,,,`„ ,,,~„~,,;..~„~Ik~~,~,,,,i;,;,,,,,,,.~.,, / ~ ~ • ~ ~ ELEV: 141.3'਍ഀ - a x•,. u,,~~ „ • . FIRST FLOOR N , .r.;. / „.,z 9 ~ .਍ഀ I I e 6Ci FLOOR JOISTS RE: STRUCTURAL DWGS. ~ ~ r ~ r ~ ~:n` ~miu~,1 y ~ , 'f r / ' i਍ഀ u • ' ~-8 GONC, FOUNDATION a.਍ഀ ' ~ ~ ' RE: STRUCTURAL DWGS.਍ഀ ~ tl਍ഀ A A SECTION TYPIC L W LL ECTION 5਍ഀ ' u ! rE I਍ഀ SCALE 2 =1-~? ! SCALE 4 - f -4਍ഀ 8਍ഀ  JORD਍ഀ l Unit #5਍ഀ PROPOSED ELEVATIONS & SECTION਍ഀ /l r✓i f / ~f 1 9 yi 7/ ~ Y ' f H I /1 Yf , 4 X111 f ~ f /f I/ //,111 1 , p! Yll / ~ i਍ഀ I ~ ~I਍ഀ I i l 4਍ഀ 1 1 j਍ഀ - NOTE. THE A55UMED EX15TIt~ FRAMING GONDI110N5 ~iT►oNs਍ഀ ~ NOTED ON THESE PLAN5 ARE REFERENCED FROM I THE ORIGINAL PRO.lEGT CONSTRUCTION FROM਍ഀ ~ DOCUMENTS. THE ACTUAL EXISTING CONDITIONS਍ഀ IN THE FIELD MAY piFFER FROM THE A55UMED EXISTING CONDITIONS. THE CONTRACTOR SHALL 4ED~ i ~਍ഀ FIELD VERIFY ALL EXISTING FRAMING CONDITIONS,਍ഀ ~ A55EMBLIES, AND DIMENSIONS FOR CONFORMANCE WITH THE A55UMED GONDITiONS OF THESE PLANS, L਍ഀ AND SHALL NOTIFY THE ARCHITECT AND਍ഀ ~ ENGINEER WITH ANY DISCREPANCIES FOUND.਍ഀ P਍ഀ P i਍ഀ [E] 51!$'X12" 6J,.਍ഀ I I਍ഀ EX15TING CONCRETE਍ഀ FOUNDATION WALL਍ഀ [E] FLOOR J015T਍ഀ AT ~'-0'਍ഀ c_t. y._._਍ഀ W ~ n਍ഀ 4t M ~ r ~ ~ ~਍ഀ n~ ' i.਍ഀ t 1 D਍ഀ EXISTING CONCRETE - - - - FOUNDATION WALL਍ഀ . ~ ~ . EXTENTS OF REMOVE RIM ,10157਍ഀ i Y STRUCTURAL WORM AND GUT FLOOR ,101575 EtAGtC TO EXTERIOR FADE਍ഀ QF EXISTING FOUNDATION WALL AT THIS CANTILEVERED "r਍ഀ PORTION OF FLOOR FRAMING਍ഀ cti. i਍ഀ i. ,਍ഀ c~Y਍ഀ 1! ~ 1 11਍ഀ k਍ഀ WOOD FI' FOUNDATION NOTES }਍ഀ V TI N I '-O' EQUALS TOP OF EXISTING MAIN LEVEL PLYWOOD SUBFLOOR, CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS INILE55 DIMENSIONED [E] INDICATES EX' DATUM ELE A 0 OO OTHERWISE ON PLAN5. [N] INDICATES NEI਍ഀ ALL FOOTING EIEARING ELEVATIONS SHOWN ARE BASED ON THE 517E/GRADING PLAN਍ഀ AND FLOOR ELEVATIONS, EXACT BEARING ELEVATIONS MAY NEED TQ BE LQNERED ~ " IN I AT TH T P NCRETE WALL ELEVATION, ALL ,JOISTS SHAL FI VERIFY ELEVATIONS [XXXX -XX ] D G ES E O OF GO GREATER GAPAC਍ഀ DUE TO AGNAL CONDITIONS. CONTRACTOR SHALL ELD AND ANY CHANGES SHALL BE VERIFIED WITH STRUCTURAL ENGINEER, (XXXX'-XX") INDICATES THE TOP OF CONCRETE FOOTING ELEVATION. "L.V,L: INDIGATE°.਍ഀ BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW FINISHED EXTERIOR MATERIALS SECT GRADE. ALL FOUNDATION STEM WALLS ARE THIG~NE55 UNLESS NOTED OTHERWISE ON CAPACITY AND c਍ഀ M'AC' HEADER5 A7.2XE਍ഀ ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED 501L5 OR ON PROPE=RLY COMPACTED BAGY.FILL AS APPROVED BY THE 501L5 ENGINEER. ALL CONCRETE PATIOS, 5TA'HZS, AND 517E WALLS NOT SFIOV~ ON THIS PLAN SHALL E!E LARGIsW UN4਍ഀ CONSTRUCTED PER ARGNITEGTURAI. LANDSCAPE PLAN5, DETAILS AND ELEVATIONS, ~ L਍ഀ CONTRACTOR SHALL BAGKFILL EQUALLY ON EACH 51DE OF FOUNDATION WALL5 IN D THESE ITEMS SHALL NOT BE CONNECTER TO THE BUILDING UNLESS DETAILED ON PLAN5. BUILT OUT TO WIG INCH MAXIMUM VERTICAL LIFTS OR A5 RECOMMENDED BY THE SOILS ENGINEER.਍ഀ "{V.I.F.j' INDICATES DIMENSIONS THAT TIC CONTRACTOR SHALL VERIFY IN THE FIELD, AT EX'fLRIOR WA r਍ഀ NO BAGtCFILLING SHALL EIE PLACED AGAINST FOUNDATION WALLS UNTIL THE MAIN ANp MAY VARY TO FIT EXISTING CONDITIONS. ON PLAN' GOLUME LEVEL FLOORS ARE IN PLACE AND PROPERLY ANCHORED. lROWH OPENING?਍ഀ WHERE NEW CONCRETE FOUNDATION WALL5 AND FOOTING ABUT EXISTING CONCRETE Pp`C'~ ~਍ഀ ALL F TINGS IN GRAWL5PAGE5 SHALL BE BAGIC FILLED WITH COMPACTED STRUCTURAL FOUNDATION WALLS AND FOOTING5, THE HORIZONTAL REINFORCEMENT SHALL EIE `~-L ~ TRIMt+~ ~ BE C3) 2X4 OR (i਍ഀ FILL TO THE tOP OF THE FOOTING, MINIMUM, UNLESS EXACT ELEVATION 15 NOTED EPOXY-DOWELED 4" INTO EXISTING CONCRETE. ON PLAN5 OR DETAILS. SEE ADDITIONAL NOTES ON SHEET 53.1. COLUMNS AND 51਍ഀ FROM FLOOR TO'਍ഀ Q INDICATES CC਍ഀ ਍ഀ INDIGATty " INDIGATty G()Lt"N Ut' ANU L,%) UNLCt= =tNKlrK7' Vn wrKr-IG LM L^C=LCV 4T NOTED OTHERWISE ON PLAN5.਍ഀ ONLY. GOLD ONLY. COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE. ?S!r_'਍ഀ t > INDIC FLUSH REFERS BI > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS. ALL DOUBLE AND TRIPLE 2X BEAM HANGERS SHALL BE SIMPSON HU HANGERS UNLE55 NOTED OTHERWISE ON PLANS.਍ഀ FRAMED BELOW਍ഀ 0 INDIGAI Vii:਍ഀ ALL FLOOR AND਍ഀ OF BEARING WAL DIRECTLY WITH P਍ഀ ______._._.___._._~___w__.਍ഀ I gi਍ഀ 1਍ഀ i਍ഀ i NOTEi THE A55UMED EXISTING FRAMING GONDETIONG਍ഀ NOTED ON THESE PLANS ARE REFERENCED FROM THE ORIGINAL PRO.IEGT CONSTRUCTION਍ഀ ( u'__.~~. DOCUMENTS. THE ACTUAL EXISTING CONDITIONS਍ഀ I ~ IN THE FIELD MAY DIFFER FROM THE A55UMED਍ഀ i EXISTING CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXi5TING FRAMING GONDITIQM~ ! I਍ഀ ASSEME341E5, AND DIMENSIONS FOR GONFORMANG WITH THE ASSUMED CONDITIONS OF THESE PLANS,਍ഀ AND SHALL NOTIFY THE ARCHITECT AND਍ഀ ! ENGINEER WITH ANY DISGREPANGIES FOUND.਍ഀ [Ej 5 Ii8' X 12" G,L, tDROPPED>਍ഀ I਍ഀ I਍ഀ I਍ഀ I } (਍ഀ ~ I I਍ഀ I ~ I I਍ഀ I਍ഀ ~ [E] l2" FLOOR JO15T I਍ഀ AT 2'-0" I਍ഀ I਍ഀ E਍ഀ e l਍ഀ I਍ഀ (E) HEADE=R਍ഀ ~ EX15TING EX11='RIOR I ~਍ഀ ~ WALL FRAMING !BELOW) I਍ഀ ~ - -਍ഀ ~ MOVE EXTERIOR BEA121NG ~਍ഀ ! EXISTING EWE OF WALL AS NECESSARY AND GUi਍ഀ FLOOR AND WALL FLOOR ,lDISTS 6AGK TO NEW FRAMING 1A80VE) FLOOR BEAM LOCATION਍ഀ ~ i II~Yi'~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ■਍ഀ EXTENTS OF਍ഀ STRUCTURAL WORK਍ഀ Y਍ഀ 11,x„ 1 11਍ഀ Yr਍ഀ WOOD F~਍ഀ [Ea INDICATES EXI', f਍ഀ [N] INDICATES NEW਍ഀ ALL .k715T5 SFIALI਍ഀ GREATER GAPAGI਍ഀ "L V,L," INDICATES਍ഀ MATERIALS SEGTIi਍ഀ CAPACITY AND 5M਍ഀ HEADERS AT 2X6਍ഀ lOR LARGEW tNl.E BE l2)-2Xe loR LI਍ഀ BUILT qJT TO WID'਍ഀ AT EXTERIOR WAL਍ഀ ON PLAN, COLUMN!਍ഀ lRt)11GH OPENING), GOLUf~I PAGiC 5~U਍ഀ SHALL ESE TRIMME਍ഀ EIE l3)-2X4 OR l2J਍ഀ COLUMNS AND 571਍ഀ FROM FLOOR TO I਍ഀ 13 INDICATES COI tm rGnir~. INDICATES COLUMN, DOWN ONLY. ;਍ഀ INDICATES COI ONLY. COLUMF INDICATES COLUMN UP AND DOWN UNLESS BEARING ON GONRETE OR LABELED UP ALL DOUBLE AND TRIPLE L.VL. BEAM HANGER5 5HALL BE SIMP50N 61-TV OR HGUS UNLESS ONLY. COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE. NOTED OTHERWISE ON PLANS.਍ഀ ALL DOUBLE AND TRIPLE 2X BEAM HANGERS SHALL BE SIMP50N HU HANGERS UNLESS਍ഀ < > INDICA FLV5H-REFE'R5 BE > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS. NOTED OTHERWISE ON PLANS. U51-1-REFLR5 BEAMS FRAMED WITHIN JOIST SPACE, DROPPED-REFERS TO BEAMS Job# 07-976 ~ CRW਍ഀ FRAMED BELOW T ~1.ACI'1 RCt /'HAI TuC IAIC.TC. WITu VNGTQ RFADMW eW T/SG /iF RFAM਍ഀ 0 INDICATE਍ഀ ALL FLOOR AND'I OF BEARING WALL਍ഀ DIRECTLY WITH K਍ഀ I਍ഀ I਍ഀ i I਍ഀ I਍ഀ N TES THE A55UMED EXISTING FRAMING GONDIT i O I ~MINC~ GQNpITIQ~ I਍ഀ NDTED ON THESE PLANS ARE REFERENCED FK਍ഀ THE ORIGWAL F'RDJECT GONSTRUGTIDN ,.m... DOGUMENT5, THE ACTUAL EXI5TING GONDITID਍ഀ IN THE FIELD MAY DIFFER FROM THE A55UMEt਍ഀ EXI5TING CONDITIONS. THE CONTRACTOR 5Hf ~ FIELD VERIFY ALL EXI5TING FRAMING GONDlT਍ഀ A55EMBLIES, AND DIMENSIONS FDR CONFORM਍ഀ WITH THE A55UMED CONDITIONS OF THESE PLC਍ഀ u AND SHALL NOTIFY THE ARCHITECT AND ENGINEER WITH ANY D15CREPANGIES FOUND.਍ഀ CE3 ~ lia• x G.L, <DRaPPED>਍ഀ i਍ഀ ~ Ex15TING਍ഀ `ROOF JOI5T5਍ഀ r਍ഀ I਍ഀ I਍ഀ I਍ഀ ~ ~਍ഀ h ,਍ഀ F m ~ -਍ഀ H ~਍ഀ E 5 116' x Iq i/,2" G.L. tDROPPED> ~ ~ ~ [ ~ uxi਍ഀ ~ X W W ~ .਍ഀ C਍ഀ f਍ഀ 1*਍ഀ MOVE PORTION OF EXTERIOR WALL਍ഀ A5 NECESSARY਍ഀ r '਍ഀ EXTENTS OF਍ഀ STRUCTURAL WORK r eY਍ഀ d਍ഀ uT਍ഀ rr r n਍ഀ I਍ഀ 1 _I~਍ഀ ;S਍ഀ t਍ഀ WOOD F'਍ഀ [E] INDICATES Er [N] INDICATES Nl:਍ഀ ALL JOISTS 5HA GREATER GAPAt਍ഀ "L VL: INDICATE MATERIALS 5EG'਍ഀ CAPACITY AND !਍ഀ HEADERS AT 2X+ r- - -਍ഀ lOR LARGER) UtJI਍ഀ EsE 1212X6 lOR I਍ഀ BUILT OUT TO WIl਍ഀ AT EXTERIOR NU਍ഀ ON PLAN, COLUM 1ROUGti OPENING਍ഀ COLUMN PACK 5਍ഀ SHALL BE TRIMN BE 131 OR C rr ~ ~ ~਍ഀ COLUMNS AND S' FROM FLOOR TC਍ഀ 1਍ഀ Q INDIGATtS GI INDIGATES COLUMN, POMYN ONLT. %਍ഀ INDICATES U ALL DOUBLE AND TRIPLE L.V.L. BEAM HANGERS SHALL BE SIMP50N GLTV OR WADS U r=%਍ഀ ONLY, CALF਍ഀ < > INDIC਍ഀ FLU5H`REFLR5 E਍ഀ FRAMED BELOW਍ഀ 0 INDICA'਍ഀ ALL FLOOR AND਍ഀ OF BEARING WA਍ഀ DIRECTLY WITH I਍ഀ f.਍ഀ - i਍ഀ CONTRACTORS NOTES: APPL I GABLE BU i LD I NG CODE : I BG 2003਍ഀ THE GENERAL CONTRACTOR SHALL FURNISH WORK THAT 15 OF 50UNp AND QUALITY DESCGN LIVE LOADS BLOCKING PLYWOOD ROOF਍ഀ GONSTRUGTIQN AND IN AGGORpANGE WITH INDUSTRY STANDARDS, APPLICABLE BETWEEN JOISTS SHEATHING਍ഀ BUILDING CODES, CONSTRUG710N DOCUMENTS, AND ALL MANUFACTURERS ROOF pSF EXTERIOR SPECIFICATIONS, INSTRUGTIQNS, AND WARRANTY REQUIREMENTS. INTERIOR FLOOR 40 P5F ~ WITH SHE!' EXTERIOR WALL EXTERIOR WALL WITH SHEATHING PLYWODp FLOOR WITH SHEATHING PLYWOOD FLOOR਍ഀ SHEATHING SHEATHING਍ഀ THE GENERAL CONTRACTOR SHALL BE RE5PON51BLE FOR HIS ANp ALL SUB- WIND RIM J015T ~਍ഀ CONTRACTORS WORK, WHICH SHALL BE GONSTRUGTED AS OUTLINED IN THE 3 SEGQND GUST q0 MPH ~ CONSTRUCTION DOCUMENTS. FASTEST MILE $O MPH਍ഀ 7H 7 TRI A AN MEGHANIGAL SYSTEM DESIGNS AND EXPOSURE B IN RECOGNITION A ELEG G L D਍ഀ LAYOUTS ARE NOT INCLUDED IN THE C.ONSTRUGTION DOCUMENTS, THE GENERAL CJOI LCD. RIPPED 2X PLATE਍ഀ CONTRACTOR SHALL ASSUME RE5PON51BILY FOR COORDINATION OF DESIGN-BUILD RIM J0157 RIM J015T (TREATED) WITH IL2" DIA, X 10" ANGHOR '਍ഀ 5UB-GON7RAGTCN25 WORK WITW ALL STRUCTURAL FRAMING MEMBERS AND THE ALLOWABLE 501E BEARING PRESSURE ASSUMED IN DESIGN IS 1200 PSF, THE SYSTEMS. CONTRACTOR SHALL RETAIN A LICENSED 5pit5 ENGINEER TQ INSPECT THE EjGLT AT 2'-O" ~਍ഀ N NN Tf N FOUNDATION EXCAVATION. THE SOILS ENGINEER SHALL VERIFY IN WRITING THAT THE '-I I-II FLOOR JOIST Q' FLOOR ,.101ST਍ഀ REQUESTS FOR MATERIAL SUBSTITUTIONS, FRAMING GHANGE5, A D GO EG O AG7~p,L SOILS CAPACITY 15 EQUAL TO OR GREATER THAN A55UME0. GHANGE5, MUST BE SUBMITTED IN WRITING TO THE OWNER, ARCHITECT, AND RED PLAN -r RED PLAN਍ഀ ENGINEER FOR REVIEW, SUCH REQUESTS SHALL INGLUDE~ ORIGINAL ITEM, WOOD 4" ° )-~5 HORIZONTAL਍ഀ PROP05Ep CHANGE, AND REASON FQR PROPCnED GRANGE. ALL WOOD FRAMING AND TRU55 LUMBER SHALL BE pRY DOUGLAS FIR, LARCH, DROPPED GLULAM ROOF JOIST ALONG TOP OF WALL਍ഀ REQUESTS FOR ADDITIONAL INFORMATION OR GLARIFIGATIONS, TO 7HE GRApEp BY WESTERN WOOp PRODUCTS A5~aOGIATION AND CONFORMING TO RIDGE BEAM RED PLAN RED PLAN p . #4 AT I'_8"਍ഀ GpNSTRUGTiON DOCUMENTS, SHALL BE 51~MI7TEP IN WRITING TO THE ARCHITECT INTERNATIONAL BUILDING CODE AS FOLLOWS WITH BEVELED BEARING AND ENGINEER FOR REVIEW. EDGES FOR ROOF J01575 ; 5 TYPICAL FLOOR FRAMING AT EXTERIOR WALL HORIZONTAL਍ഀ LUMBER DIMENSION GRADE AND MINIMUM Fb STRESS (MATCH EXISTING 53.1 3/4" = I`-O" ~5 DOWEL AT I'-b" •4'਍ഀ REGiUE5T5 FOR DESIGN GHANGE5 INVOLVING 7HE OVERALL SCOPE OF 7HE PROJECT R X WALL STUD U5E ONLY) STUD GRAPE, Fb = '100 PSI RIDGE BEAM) 5' IMP 7I A RITE TURAL INTENT OR FEATURES SHALL BE SUBMITTED IN O 2 6 ( AND/OR AC NG RG G 2X, 3X, 4X (.10157 OR BEAM USE) Np.2 GRADE, Fb = q00 PSI WITH 2'-6" LEG VERTICAL਍ഀ WRITING TO THE OWNER AND ARCHITECT, 5X OR GREATER (.101ST OR BEAM USE) NO, I GRADE, Fb = 13,50 P51 AND D"-8" HOOK਍ഀ ALL GOMMUNIGATIONS SHALL CAME FROM THE GENERAL CONTRACTOR, ANp NOT H15 NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETI7VE U5E5 PRIOR II TYPICAL RIDGE DETAIL AT GLULAM RIDGE BEAM (3)-~5 CONTINUOUS ,t11~ • ,਍ഀ SUB-CONTRACTORS. 70 ALLOWABLE STRESS INCREASES. 53.1 3/4" = I'-O" LONGITUDINAL਍ഀ THE GENERAL CONTRACTOR SHALL SUBMIT ALL REQUESTS FOR ADDITIONAL EXTERIOR EXTERIOR WALL PLYWOOD FLOOR i ~ m WITH SHEATHING SHEATHING਍ഀ INFORMATION CLARIFICATIONS, Sl1B5TITUT10N5, AND GHANGE5 IN A TIMELY MANNER PROVIDE 3X SOLID BLOCKING BETWEEN ,101575 AT ALL SUPPORTS ANp ENDS OF WITH SHE/ a u ~ P - -਍ഀ WHICH ALLOWS TIME FOR AMPLE REVIEW BEFORE A RESPONSE IS NEEDED. THE CANTILEVERS. ENGINEER WILL ENDEAVOR 70 RESPOND TO ALL REQUESTS AS SOON A5 P0551BLE FASTEN ALL WOOD MEMBERS WITH COMMON NAILS AGGORpING TO THE IBC tst਍ഀ UFQN REGiEPT, BUT WILL NOT ASSUME RE5P0N51BILITY FOR ANY DELAYS TO SCHEDULE TABLE.2304-q.1 UNLESS OTHERWISE NOTEp. FULL PENETRATION ~ • d'• a਍ഀ GONSTRUGTION GAUSEp BY THE CONTRACTORS FAILURE TO SUBMIT REQUESTS IN A WELD AT SPLICE TIMELY MANNER BEFORE THE RESPONSE 15 NEEDED. LAMINATEp BEAMS (GLU-LAM BEAMS), PLYWOOD ROOF r਍ഀ i~ n ~~ur p e,,hi„~ ,਍ഀ A PART THE STRUCTURAL SERVICES TO THE CLIENT, THE STRUCTURAL ALL LAMINATED MEMBERS SHALL BE DOUGLA5 FIR LARCH A7 12 PERCENT SHEATHING S ~ MOISTURE CONTENT IN ACCORDANCE WITH WGLIB. ALL SIZES SHOWN ARE ENGINEER MAY MAKE PERIODIC 517E OBSERVATIONS TO OBSERVE THE GENERAL NET, RED PLAN ~"t~"'਍ഀ PROGRESS OF CONSTRUCTION, 7HE GENERAL CONTRACTOR 5HALL GIVE SUFFICIENT ~ RIM ,10151 RIM ,101ST਍ഀ NOTIFICATIQN FOR THE ENGINEER TO OBSERVE 7HE PLACEMENT OF UNCOVERED MEMBERS SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE FOUNDATION WALL REINFORCING STEEL AND t~~GQVERED FLOOR ANp ROOF STANDARD SPEGIFIGA710N5 FOR 7HE DESIGN AND FABRICATION OF 7 _ _ FLOOR J0157 I TYPICAL NEW FOUNDATION WALL AND JOIST FRAMING਍ഀ 1=RAMING. STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION A5 PUBLISHED BY RED PLAN 53.1 3/4" = I'-O"਍ഀ SHOP DRAWINGS AITG, BLOCKING PANEL ALIGNED WILKENS ENGINEERING, LLC WITH EACH WALL STUD PO Box 6531਍ഀ THE GENERAL CONTRACTOR SHALL PROVIDE A SCHEDULE OF SHOP DRAWING MEMBERS SHALL CONFORM TO AITG II'1,~4FV$, D.F. FOR CONTINUOUS SUBMITTALS THAT REQUIRE STRUCTURAL REVIEW. MEMBERS AND CANTILEVERS AND ~4FV4, p,F, FOR SINGLE SPAN MEMBERS. Avon, CO 81620਍ഀ EXTERIOR WALL਍ഀ SHOP pRAWINGS THAT ARE REGEIVEp PRIOR TO 7HE REVIEW AND APPROVAL BY THE MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE N 7 WI R RN D WITHOUT REVIEW. CLEARLY STAMPED ON EACH MEMBER. ~ ~ GENERAL GO TRAG OR LL BE ETU E 6 TYPICAL FLOOR FRAMING AT EXTERIOR WALL WITH SHEATHIAKr਍ഀ ~ 5 LYWOOD FLOOR਍ഀ SHOP DRAWING REVIEW 15 ONLY FOR TWE GENERAL CONFORMANCE WITH THE PLYWOOD DECK ANp/OR ORIENTED STRANp BOARp~ PANEL APPLICATION SHALL BE IN ACCORDANCE WITH REGQMMENDATIONS CIF 6 3/4" h DESIGN CONCEPT ANp THE INFORMATION GIVEN IN THE STRUCTURAL DOGIAVIENTS. THE AMERICAN PLYWOOD ASSOCIATIQN, SHEATHING਍ഀ C.ORRECTIC?N5 AND COMMENTS MADE ON THE SHOP DRAWINGS DURING REVIEW DO NEw EXISTING਍ഀ NOT RELIEVE THE GENERAL CONTRACTOR FROM COMPLIANCE WITH 7HE H PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE BENT STEEL BEAM 3/$" STEEL WELDED REQUIREMENTS OF THE PLANS, SPECIFICATIONS, AND APPLICABLE CODES. THE E'°'C tFLU5H> RED PLAN DOUBLE SIDED RIM JOIST----o„~਍ഀ GENERAL CONTRACTOR 15 RE5PON51BLE FORS ALL DIMENSION5, TO BE CONFIRMED AMERICAN PLYWOOD A550GIATION AND SHALL MEET THE REQUIREMENTS OF BEAM HANGER NEW PLYV FLOOR SHyEA~ ING /-EXISTING PLYWOOD FLOOR 5HEATHING਍ഀ AND CORRELATED AT THE JOB5ITE; INFORMATION THAT PERTAINS SOLELY TO THE U5, PRODIJG75 STANDARD P51, LATEST EDITION FOR PLYWOOD. ALL PANELS (VERIFY EXACT HANGER FLOOR SF FABRICATION PROGE55E5 C1R TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE DIMENSIONS IN FIELD)਍ഀ AND PROCDEDURES OF CONSTRUCTION; COORDINATION OF 7HE WORK WITH THAT WEATHER SHALL BE EXTERIOR TYPE.਍ഀ OF ALL OTHER TRADES AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY FOR SUBFLOOR USE 3/4" TdG FLOOR SHEATHING GLUED AND NAILED WITH MANNER' IOD NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG 12 BENT STEEL BEAM DETAIL AT ROOF਍ഀ N RAi INTERMEDIATE SUPPORTS, STAGGER PANEL END JOINSTS, 5g.1 3!4" = I'-Q" GEE L.਍ഀ CONTRACTOR SHALL BE RESPONSIBLE FC1R PROVIDING TEMPORARY BRACING AND FOR ROOF SHEATHING USE 5/$" (401,20 SPAN RATING) EXPOSURE I਍ഀ PREGAUTIQNS NECESSARY TO WITHSTAND ALL CONSTRUCTION AND/OR WIND LOADS SHEATHING NAILED WITH IQD NAILS AT 4' ON CENTER ALONG PANEL EDGES UNTIL ALL FIELD GONNEGTIQNS ARE COMPLETED AND PERMANENT SYSTEMS ARE IN AND AT 12" ALONG INTERMEDIATE SUPPORTS. STAGGER PANEL END JOINTS. NEW FLOC਍ഀ PLACE. NEW PLYWOOD EXISTING PLYWOOD RE. PLAN਍ഀ EXTERIOR WALLS SHALL HAVE ONE LAYER OP I/2" EXPOSURE f PLYWOOD OR ROOF SHEATHING NEW EXISTING R:OpF SHEATHING SIMPSON ENGINEER5 ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. C)<aB SHEATHING NAILED AT 6" ON CENTER ALONG PANEL EDGES. s਍ഀ F RAN F SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN NEW ROOF EXISTING ROOF NEW FLUS VERIFY ALL OPENINGS THROUGH FLOORS, ROOFS, AND WALLS WITH MEGHANIGAL ~ LOO D R00 ..101ST RED PLAN JOISTS IFI TI N F ATI IZES LINTEL5 AND PERPENDICULAR 70 SUPPORTS WITH END JOINTS STAGGERED. RED PLAN AND ELECTRICAL GON7RAGTOR5. VER GA 0 O LOG OHS, 5 ,਍ഀ REQUIRED GONNEG71pN5 SHALL BE GONTRAG70R5 RESPCNISIBILI7Y,਍ഀ INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE ANp PROVIDE ASPHALTIC MASTIC-C.oA71NG ON ALL STEEL AND WCX1D EXPOSEq TO EARTH, GROOVE PANELS OR 50UD WC10D BLOCKING 5UPPORTS. - s਍ഀ 5਍ഀ SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW pF ALL PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED QN THE DRAWINGS. CONCRETE MIXES, C.ONGRETE REINFORCING, STRUCTURAL 57EEL, LAMINATED WOOD ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLEG710N਍ഀ FRAMING MEMBERS, AND WOOD JOISTS. THE MANUFACTURING OR FABRICATION OF EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS, WEB BLOCKING਍ഀ ANY ITEMS PRIOR TO WRCTTEN REVIEW OF SHOP pRAWINGS WILL EfE ENTIRELY AT ANp BRIfXaING TO BE A5 REQUIRED BY THE JOIST MANUFACTURER, THE R15K OF THE CONTRACTOR. 112਍ഀ LAMINATED VENEER LUMBER MEMBERS SHALL BE 1 314" WIDTH ANp HAVE THE਍ഀ WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHAWN ON FOLLOWING STRES5 CAPACITIES, FB = 2600 P51, E = IA00,000 PSI, FC = '150 PSI, THE ARCHITECTURAL DRAWINGS AND AS INDIGA7Ep IN THE 5PEGIFIGA710N5. FV = 2$5 P51, BUILT UP MEMBERS SHALL BE CONNECTED fN ACCORDANCE WITH 0 0 .਍ഀ MANUFACTURERS REGOMMENpATI0N5. h ~ PLYWCIOC਍ഀ MA NRY AND STONE VENEERS SHALL BE ATTAGHEp 70 INTERIOR AND ~ SHEATHIN ALL 50਍ഀ EXTERIOR WALLS AS SPECIFIED IN SECTION 14015 OF THE INTERNATIONAL BUILDING CONCRETE : rppE, BLOGKINC਍ഀ ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1/II PORTLAND CEMENT, NEW GLULAM BETWEEN਍ഀ ALL DIMEN510N5 ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD STONE AGGREGATE, SAND, AND WATER. MIX DESIGNS SHALL SATISFY THE RIDGE BEAM RED PLAN EXISTING GLULAM AND ARGHITEG7URAL DRAWINGS. FOLLOWING REQUIREMENTS RIDGE BEAM I'-O 3/$" RIM JQIS°਍ഀ M I TI ITI NS IF CONDITIONS CONCRETE USE MIN, 2$-DAY F'G MAX. W/G RA710 ENTRAINED AIR 3/$" STEEL DOUBLE (C.ONTINUC਍ഀ CONTRACTOR SHALL VERIFY ALL ASSU ED EX 5 NG GQND O ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. FOOTINGS 3000 P51 NA NA SIDED BEAM HANGER (TYPICAL)਍ഀ FOUNDATION WALLS 3000 P51 NA NA WITH L2)-3/4"~ TNRUBOLTS I!4"'਍ഀ TESTING INSPECTIONS AND OBSERVATIONS: NERIFY EXACT HANGER ' r SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE GOLD JOINTS IN A DIMENSIONS IN FIELD)਍ഀ 7HE STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE HORIZONTAL PLANE, I਍ഀ GONSTRUGTION, SUCH OBSERVATIONS DO NOT SERVE A5 REQUIRED INSPEGTICXJS BY THE GOVERNING AUTHORITIES OR SERVE A5 'SPECIAL INSPECTIONS" A5 ALL CONCRETE WORK AND REINFQRGEMENT DETAILING SHALL BE IN ACCORDANCE 13 BENT 57EEL BEAM DETAIL AT ROOF y਍ഀ OUTLINED ABOVE AND BY GRAFTER I7 OF THE INTERNATIONAL BUILDING CODE, WITH AGI BUILDING CODE 31$ LATEST EDITION. USE STANDARD HOOK5 FOR pOWELS 53,1 3/4" = I'-O" UNLESS OTHERWISE NOTED. ALL EXPOSED ECUGES OF CONCRETE WORK SHALL HAVE਍ഀ 314 INCH CHAMFER OR PER ARCHITECT.਍ഀ REINFORCEMENT਍ഀ ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS GONFQRMSNG TO A57M A6i5, GRADE 60 EXCEPT TIES, STIRRUPS ANp PLATE ANCHORS WHICH SHALL BE BENT STEEL਍ഀ M R TM A7 RADE O, ? pEFOR ED BA 5, A5 06 G 6 BEAM RE. PLAN਍ഀ REINFORCEMENT CONCRETE GCIVER REQUIREMENTS (CLEAR DIMEN510N)~ CONCRETE PC~2ED AGAINST EARTH 3"਍ഀ CONCRETE PQIAZED IN FORMS, EXPOSED TQ WEATHER OR EARTH) .2"਍ഀ REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH PLYWC>OL਍ഀ 7HE LATEST EDITION OF AGI 31$, SHEATHIN਍ഀ LAP SPLICES SHALL EtE A MINIMUM OF 2'-6" FOR ~5 BARS AND SMALLER.਍ഀ ALL BARS SHALL BE GON7INUCXJS AROUND CORNERS. BLOGKIN(਍ഀ BETWEEN਍ഀ STRUCTURAL STEEL STEEL EIEVELED਍ഀ WIDE FLANGE BEAMS SHALL CONFORM Tp ASTM Aq<i2. WOOD COLUMN BEARING PLATE਍ഀ RED PLAN WITHIN WITH 3/4'4 X 4" RIM J015' ALL STRUCTURAL BOLTS SHALL BE A3.25N INSTALLED TO A MINIMUM SNUG TIGHT BEARING WALL LAG SCREW INTO (GQNTINUC਍ഀ CONDITION, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM Fi554, DOUBLE TOP PLATE਍ഀ STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH 7HE .਍ഀ LATEST PROVISIONS C>F AISG "MANUAL pF STEEL GONSTRUGTtON."਍ഀ MINIMUM WELpS TQ BE PER AISC TABLE J2r4 BUT NOT LESS THAN 3/16' CONTINUOUS਍ഀ FILLET UNLESS OTHERWISE NOTED,਍ഀ 14 BENT STEEL BEAM BEARING DETAIL AT ROOF NON-STRUCTURAL ELEMENTS਍ഀ 53.1 3/4" = i'-O" ELEMENTS SUCH A5 NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR਍ഀ SUPPORTED BY THE STRUCTURE SHALL TAKE INTO AGCOt.~IT pEFLEG710N5 AND਍ഀ OTHER STRUCTURAL MOVEMENTS.਍ഀ FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL S਍ഀ MEET ALL CODE REQUIREMENTS FOR THE TYPE OF GONSTRUGTION 5PEGIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE਍ഀ I R RE57RAWED UNLESS OTHERWISE NOTED, ~ 4 O t CONS pE ED UN t 0 4 t਍ഀ "'"1 PLYWC10t਍ഀ SHEATHIN਍ഀ TIMBER BEAM RED PLAN WITH਍ഀ 3/$"X6"XI'-O" 57EEL਍ഀ ICNIFEPLA7E WITH /A 1__'1/A"A~ TLi011t1/1I TG਍ഀ TIMBER COLUMN RIM .1015' REt PLAN (CONTIt~U RIM J015T ROOF ,1p15T (CONTINUOLJ) REs PLAN x as ° g " a A਍ഀ BLOGKINCy WITH 51MP50N ITT Q਍ഀ BRACE (LET I" INTO BLOCKING BOTH ENDS) WITH BETWEEN HANGERS EACH END A d q BETWEEN JO15T5 Job#, 07-176 BY rruw਍ഀ 3/-4",V X 8" LAG SCREWS EXTERI06਍ഀ WITH SHE,਍ഀ ""~-&X& TIMBER DIAGONAL਍ഀ 15 STRUCTURAL DIAGONAL BRACE DETAIL AT MAIN ENTRY਍ഀ 55,1 5/4" = r-O.਍ഀ '~MYt~ uN~. y+, ~ yx:,.•,G YSB"~igPY.Yx:~f, t'XSt+xGL^:aGw..:V:;::'zy;z'r')rib^r.A.¢usr.,.^r~ctt:S::~F.;t9rJLCSSIS~r2xFran;/v~u:5.: ,,.^.:X{+~::::...:c:~:`.:::ove਍ഀ A men e a a਍ഀ . t਍ഀ • !A ar o e u eas ~l a a ec .ran਍ഀ awns 1 au an e es ,਍ഀ ~ .਍ഀ • ~ .rX rI nC.? a era .1 an, awn a a.r ,਍ഀ t a e oun Col ara • a਍ഀ found ~hlseled "X" an rock਍ഀ . i~•h~਍ഀ ~ Veil Rec uet C1 U:1 y t yc਍ഀ !y, TI ` til਍ഀ t 1 J+t, +F r S਍ഀ • CERTIF,i'O~AT.I'O.H OF pEpICAT10N ANp OWiIERSHIP.਍ഀ ~ 1 'r! i਍ഀ 40' ~ t . •rt r The undersigned, beirox7 •the ~p•refiide-nt of the Nameawners Association਍ഀ ~ ~ ++y . r~! t J, r f0UN0 REBAR Br WASHER 0 uJ • 'a t L.S. No. 2/49 , of Rive~rbe:nd at Vail ~ daara i~er•rby ack.n~e~~'~tedge and ct~nsent to this਍ഀ ~ Lot 4 " Jy"~ ' t Amended Plat of R~verb~er~d .at Vail.਍ഀ h~ u' t , ! ~t ,yl,r~ y 2 ALUMINUM CAP ~ 1 1 T't਍ഀ ~ a ~ 33, pd al ~ t h } rt 1 t.਍ഀ ~ i 5 } ! al ,਍ഀ pate਍ഀ " 9q r di. h ~ ~ h ~ r y~ ~ 'tt 9 1 . _ r 1 ~ . ~ , P iMe S i'ti e ~1 t਍ഀ ~ ~r o • o ,v 3,y ~ L o t B c, S~, ~ t ' ~ 0 ~ i'~ 4 •Q +1 r v 44! 0' ~i Lot 1 ti 9 f 41, es~ 9 o ~ ~ q4 r. i਍ഀ 1 ~ try p . qp ~ } 4 2 ~ rt........ M~' ~ / ~ a t 4 "...._..~r ~4 Cot 10਍ഀ ~ 1 ~ o v ,r ~ '1. , 0. ~ Y Lot 9 r . •1 i਍ഀ ,h 1.t~' ~ ~ o ~b ~rl, fL~ " ~Z STAT£ 'OF ,COI,"ORA~O਍ഀ p~ •ry Q 1 3N'i,✓'J.Y y V Lot ~ } ~ 7਍ഀ ~ ✓ J k ati '!i, h~ M } V ~ ~ s~, s y Cat 2 ~ .y ~v c, T IW ~ ~0~11•I 1 7J'I` 4A~CI'~E਍ഀ ~ as a ~ a ,~y >•v • •r.1"F _ _ L'Ua~l ^r . ft. ~ 4 ~ ti iH F •r " t !1 " .v ! r਍ഀ ~ ~ Lot ~ i• ~z e, " " "eN ,r~• ~ ,cal ~ T.he foregoing dedic.a~tion was ack'nowiedg:e~i b¢fore cn•~: '~~bris਍ഀ ~h •4 39 po 1 i ~'y `j J ~ day .qf .t~6~, .by .i:~ ~d,c ~t~~:~~~:~~n .as "P~~o.si den~I of ,t.he .਍ഀ ~ J Q ~ ,7 4 F 1 , Ri~uerbend at Vail 'Htrmaown~:rs Asso.r,ia;t•~ion.਍ഀ My acammissa;+~~ expires਍ഀ .9y.~y F " `Oa 4r 3 F t, LO b 0 c3਍ഀ • ~w o L a t 11 ,c e Witness my hand and seal.਍ഀ t' ~ r ~ f Gammon Parcel A ~ ~~o~ t. ,਍ഀ 93, QUU sq. . ~t` y9਍ഀ 6• 2.1 ~1~ acres ao J• ~Y~ ^ t,J Jy h ~ .ti6.59 11਍ഀ •26਍ഀ 0 ~਍ഀ 0` • ~ " rn . 4 ~ }J 00 c•~ E•਍ഀ i1 .J WV਍ഀ Lot 2l ~ ~ J ~ ~਍ഀ ~ a~ ~ ~y'~ ~ ? ~ 1 a t 92 ~ V }ti ti ~ LUt 16 ry ~ O Ot d• ~ s~ 9 s t° ~ r਍ഀ t ? , ? •r 9 Lot 1.1 d c. a Lot 1? ~ . ~t .a ~ '਍ഀ " to ~ a• ~ ► : } ' ~ yr਍ഀ e਍ഀ ~ ~ ~ L D t ~'a' y y~ v' ° _ ~ ir. ~ . ~ v° a to਍ഀ 1~ y਍ഀ 4 1 ~ ~4 Lot 1.1 ,a~ r~ '~~r; ~ • ~ i u~ i਍ഀ ~ ~'.s ~ 1~ ~ rr~ ! Lot 1 1 ~ ✓ ~਍ഀ ~ Y„ 4 ! o r L u 1਍ഀ ~ ~ y,,਍ഀ r: 1 1, • L 1 1 1 ~1਍ഀ try~ln,) • r'i. t, . 1 1 1,,਍ഀ h "t I. l y i4 1 1 .J f y` i,l• 1 1 t I 1.਍ഀ ~U 14 1 1.1, h,/ 1 .YJ t l 1 .'tl ~!4 Ih tr•. •!!t ,r.r਍ഀ .਍ഀ ' ToHrr of Va.~J਍ഀ r~°" '਍ഀ ~ "1 w Gv ~ ` ,਍ഀ ~ VIGlF~I T 1 •r -•~---••~r਍ഀ t ~cn~~l E t,;਍ഀ ~1., ~a਍ഀ tv਍ഀ r ~਍ഀ ~ {਍ഀ ਍ഀ "1਍ഀ a~i~ "਍ഀ o ~ No tes; a 1. Balls of bearings; final ~'1at Rlverbend at Va11. -਍ഀ ~7. . L'. Typical ,tot area 1Btr!i srt, ft.਍ഀ 3. Lute of survey; Uctobcr 19?.y, November 1y9t'. ?਍ഀ ~ Indicates found pin ~ cap, No. 219 ti਍ഀ ~r , Deta,fl of T .r"Cal Un.i t , -8-a. Indicates Sct p1n 5 cap 11/JU. ti yon ~਍ഀ c;, deer.tngs an lot llncs are para11o1 ar pc'rpcndlcular 1"_~;" ~ unlrJss otherxl,~e Hated. Un1ts 1 through B 20 thrau h i਍ഀ g a ~o ss a ao ea 7. Ties to interior lots are perpenvlLUlar to extc'rlor lot 23 are mirror images.਍ഀ 1.fnes unless attrerrrlse noted. h਍ഀ 1 ~i 8CAlE IN FEET`਍ഀ • 1.3਍ഀ  ~ .r• . , x. • M w w• M • r+ x 4 w+ r 14 4 4 1 4 1 1 4 4 4 4 1 n I,I I I U਍ഀ 4 rIJE HEAHrlVt Orr, TAMO਍ഀ PRecorder at o'clock, _____M., 't I amd is duly recorded in Book at Page਍ഀ h਍ഀ By:਍ഀ x'7,1਍ഀ P. 0.80x 978 Ynter Mountsutn 1420 VANCE S7REE t • AVON,CO►.0.81820 tAKEWOOO.COLa8M.਍ഀ 1303)949-5072 (303)232.OIE En neerinSua.਍ഀ loom=਍ഀ rY਍ഀ