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HomeMy WebLinkAboutLions Ridge Filing 2 Tract A 1995.PDF O �t FENCE 8500 $49p ��0 ��` O 1 pt jr x x x x� ►� Qc 880 I9' 4l" E 4/5.05/ / l J / ° -- -� /� �i �.g 43 EoP 2s s C 20 �0 0 20 40 _ _� _ _ / / FOUND PIN 8 CAP OZ ��/ � �� �' �� / /�/ r � � / / / / l ) l ' �- /�� O SCALE I'r = 201 ' L S 16844 $500 � � , � � i �'' i � � � � / / lS,UTILITY /EASEMENT � � y 7 7 - � -�`- � f / x - - - - - - - - - - - -f />� - - - - - - - - - - � Imo ' � Us / s ,; 649 eo- )Cr 0480 HYDRANT 847 TRA C T A - -� 40, 740 45 SQUARE FEET/ -- O 935 ACRES _ 0 ° / / / _ BASIS OF ELEVATION 84 M H A-I NOT ON THIS SURVEY r .--(� \:I--�-- i--► - cQO — / � / // // Rim EL 8404 40 loll / INV EL 841112 L3 45 0 ING AIN _ 1?. �—` 6 . ASPEN --- N 8430----- �_ �_ T �OF icR►B / i �� �� / cps / OF J'O� ,�O 9R/ Ge O QlO Al P� 1 ' A W / F I Lloyd W. Powers, a duly registered- land surveyor in the l 0 E�G O^' State of Colorado, do hereby certify that the survey shown hereon %Q �/� 1v was done by me or under my direct supervision and the horizontal O$qlp_i j �1 and vertical measurements are accurate to the best of my j/�- \ knowledge and belief . $40 0./ E Q - -- -- —- O L:10Y4 W. Powers CURVE DELTA RADIUS ARC TANGENT CHORD CHORD 8I4G O Registered Land Surveyor No. 139u1 1 0401348" 60129 44.39 2221 4438 S 6801F'59' W i 4 _ Date Revision • NOTICE: According to Colorado law, you must commence r,y'`-r "~ `�4 P o.BOx 97B &En er-Mountain SUITE 101 +�'� 1 '? 0910 NOTTINGHAM ROAD 1420 VANCE STREET any legal action based upon any de ect in this survey fir- , '' LAKEWOOD. coLO eo218 "� " v � ' ' (303)949-807220 gnneering Ltd. (303)232-0158 within three years after you first discover such defect. F «r. ` � � In no event, may any action based upon such defect in -f 7�' this survey be commenced more than ten years from the poll,* l; Designed aY TOPOGRAPHICAL SURVEY 904"83 date of the certification shown hereon. s 'S S Date orar BY BAD TRACT A Z.su.d Ch�Ck.d BY r 8 0/30/90 a � LIONS RIDGE SUBDIVISION L WP FILING NO 2 1 = 20 Field 249/108 TOWN OF VAIL , EAGLE COUNTY, COLORADO SMe� a 1 Bases L \ L box 1297 _ p _ dillon, Colorado x _ 80435 G._ i-�.r _ rr-i- - .: 303.468.5871 4 W Itz /issued date f AC.).F t� , '��: -?ate��� _ ._ . _ ._._ _ , ' _ - {�f L.l�li� ���.1- ��. _ _7�"►�c�` , ,-���` . `. - _ F� � rat=�.�I rte► �I to a FENCE 856,0 8,49 - ! Dto X X R X X '� �..� - 0 ,� ( ____ X i / 30 TOP OF R a C 20 t0 0 20 40 ; N 88° 19' 4!" E4l5 05.` /, -- . / /ice �'$4 EL 8429 68 _ _ R FOUND 04 �I / r J i I� SCALE l" = 20 y F . PIN a CAP O 0 -� 15 U ILITY EASEME T �'_�rir_»' ��C- L S. 16844 $J f f / '� �' ��� i / / �° � �' ,/ = / �► _ ( YP.) - - - �'- y y -/- - -# - - - - - - - - - - - - - - - - - - - - - - - /1 LtJ VA L il SYa P#A #4 _ , , / / / --_��_ �/ �2 revised date l!, /� °' f �i Ck 8490 .00 A� 0 HYDRANT ' 8410 - - 40, 740, 45 SO RE>�7EET,-,- } _f O 935 ACR j�� =!i -''• / s ! i // .-"%' ��-'� /t BASIS OF ELEVATION 8460 .--- M H A-1 NOT ON THIS SURVEY Rim EL 8404 40 r )I �.;r--r-- �'"t -�� -�"► ` �` ,/� ,° //;... ,� / � -=- --- Y �'i . ..'� + INV EL 841112 845 - ' 4 - � ' �� � ,'�..� '' i 'TEEN 1 5' 8 -�' CO ° �2 0 _�/—j -����� ! p�p� LE X66 1 �� ' - A SPEN-� �'^� �! �- (T YP.) Y 5 1 r - 8430, GN,� too R 4 t, 8420 �� ��� N� `� to Gf, Vol I Lloyd W. Powers, a duly , registered land surveyor in the v 0� State of Colorado, do hereby certify that the survey shown hereon Q ��� // E00 was done by me or under my direct supervision and the horizontal�O / 100 and vertical measurements are accurate to the best of my N 8410---- �OCTi knowledge and belief . 8,4 o j 1 Lloy W. Powers Q Registered Land Surveyor No. 139u1 CURVE DELTA RADIUS ARC TANGENT CHORD CHORD Bf7G .� L 1 04°1348" 601.29 44.39 2221 4438 S 68018 59 W 41-1 IL Q Date Revision - -- NOTICE: According to Colorado law, you must commence P 0 Box 078 -�• SUITE 101 /� any legal action based upon any defect in this survey 0910 NOTTINGHAM ROAD Inter-Mountain 1420 VANCE STREET ,ob ial M0� • • LAKEWOOD.COLO 80215 within three years after you first discover such defect. (303)946-3072 EngineeringLtd. (303)232-0138 In no event, may any action based upon such defect in - this survey be commenced more than ten years from the - Designed By TOPOGRAPHICAL SURVEY Project No date of the certification shown hereon. 90483S _ F - - Drawn By Gets Issued ` - BAD TRACT A 10130190 ! . Chocked By LIONS RIDGE SUBDIVISION Sti3• LWP FILING N0. 2 1 = 20 1w F1S3tl Book 01" OF No Sht• 249/108 TOWN OF PAIL, EAGLE COUNTY, COLORADO I of 1 0- roll , 'r j I jl�, A -'11 1,4--t."� ,I ' I -.I it ` ; I k It 't, Y -6 If T v 0 ell' _,,I Ali to If -N A, I �V it, to k k151-1 I '14 f A A ol, A I F N I. N' It 4;1 t,oli I t, I I I , I I I I I No 1��vj�, t ov NN - I e ".4 '041 4,1 A. 4 j It,l'i, I,'. , I I I. ", I I I I .I, tr 'l, 1 1, ". ) tO, It I, I "o 14,z I I I f`i�l'L A s it I Itit'04 4 1, Ail 4 4`1"; N 1; , _, �I ",- ,I . �1 1'.-4 1 4 F Ill *;fj t I" A.. . 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J ;I, ; t" h I0 If f ItIo IA4� IA-let eli 0 L AP AJAI AI -4f IA'It 1AJ 61,­16.iZR"'A I ITIoA44 1A1'ARC CHORD ofIt,DE L rA RADIUS ,,TAI G,601.2 4 L 10 yJ ITto '9 44.39 4 Is 05'so's/8 1.5-9i t d L,22.21 R' IIII IAI4 o1 41 oit1If 10 AIIIfI"A f 16, 14'1 �'A, t -ft AIIIlIIIItAliIIAINItoIoOilIINo4r P 41.I111 4 -I "1 , M IlIV1 IAIlIIIIAItIttAoI(I T�4, AAiIItOF IV14 I1r i, itoIIItoif",A14 K"I y' t. It I If i I 'j, I j ", ­ I I�NIIII r Ifit 1Ak A A44 NN Tito 4- ItI r oI e AIT ItIF11AtIITI -ij k4, ItAAI IIIIItoAt4L 4W4 I'll IT Ili,, ,,, 1110'.1 IIA-1 V�-10 ToAI1ooO;r,Ili 4^1 1, tittoIIthy,deft BOX.W76 �111 ,t 0 1 (I Sul I .1, Intfi�k-WounWn r 0, r 1, a- llL I I k .wi, 41, 4 4 tI0 it.,I ejal Iadtl6h, T�Vt IAny 16 1wi I f Wit t*ee 1�20'V;NI LAKEWOOD.tot.o: 1[303)2�, Itectevi -irk-oovot'l,t#", 01 it e 14 r hi I -NI RAPe 'ISUR VE Y IAIto 71 ItoBAD toAAitrRA CP A INIto1UN oi� oRIDGE-7 S VISION 11II4 tItOWA ooEA GLIt OILOIII COUNTY, C I ?49 06' o+ INDEX OF DRAWINGS A-1 a COVER SHEET A 1 b SITE PLAN A-2 FOUNDATION PLAN & DETAILS A-3 FOUNDATION DETAILS A-4 FOUNDATION DETAILS r A-5 GENERAL NOTES & FOUNDATION DETAILS A-6 , FLOOR PLAN BASEMENT/GARAGE A-7 FLOOR PLAN - 1st FLOORS A-8 FLOOR PLAN - 2nd FLOORS & BUILDING SECTIONS A-9 BUILDING ELEVATIONS A-10 BUILDING SECTIONS A-11 FLOOR.. FRAMING PLANS A-12 ROOF FRAMING PLANS & DE'T'AILS A-13 CONNECTOR r& BEAM SCHEDULE Development Town of Vail Commun ty A-14 DOOM & WINDOW SCHEDULES ftn Build MU Fh Approved 0 09" fl d i Denied El C E3 ti � Validity of Permit Sec 303 (c) 19 U.B.C. ;he rssuance or granting of a permit or approval of Pleos and stoclhcations shalt not be construed to be a permit for. or an appf val of, any violation of any of the provisions of this code ar of any other ordinance of the Jurisdltend other data shalt a pr,rmit based upon plans, specifications ,! not provent the building official from thereafter requirin g the ` car lelt,tron a# errors in said plans, specifications and othe, data tJnrE• l � 1 1502 BUFFER C, R Town of Vtg , OFFICE COPY REVISIONS JOB NO. BROOKS RESIDENCE J fi ^�— --- LIONS RIDGE SUBDIVISION VAIL, COLORADO DATE F 1of EEK ROAD I -77) -- -- — -- COVER SHEET SHEET 1 - a E3 r o 0 Its F e S I e F1 nw e DRAWN BY o ISOM & ASSOCIATES P 0 Box 9 *Eagle Colorado 81631 • (303)328-2388• FAX 328-6266 of i Gel 0+' 32 L I a'' 2.3'-2`' i& 10 20-4" 104 I1�'-G>° la" , ► ! 2 taw c.�-4' 0Q_1\ Tow, co-IL¢" i 2 u (Z ##s'y caJ'T Q X 'T l 10 r j:5, C�'WN + l.dPr'Eb QS S�}D tic!► , PLbG i^. 4 4 L r 3 8 3 ` - FTC*, aa,ff So=ld't" C t3'o 3 2 FM N 11 f I I t �. ,y .._ ... , vMT• t�EttJf= pf5� `� 5 N F do 1 ,b m T.aw.Co5-4.5/1,"r � _ I co 10�' I I , r-o F, rz t*F.?J2 t/3 l �t�wj�4 — ao F 53-5 1 S S 1G,o.G tZCitJI' �' 1712 -T.4w, C1, 1 .a" _ T.©.w Cod-4° -#`- 5t ?L• t 2 STEP DW. ' _ T.aW. s'-23/ '� ' -.m..w- _ �,,_._ wn� . _.0 w - -, _$!�F 3 5'--(a' r 4Y ` m •. { Taw. Gg=q�►41 - 5 SlaarELs ( Tias.52-Z N —T.o w Cot 1!eti a C fa o, 5'3- 4 ! cv c;, 2-o"X 1'-134 ate Frt�r r = - LT a : 54=`i _ `-'- r, FtU. t3.O,F 50=10'/Z` ► to `� 014 fSA,F. 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KEY --- A�igCt31 SLR 6R3G►rr ► , Yv'SX c-e . lLprzoN i` h�' - @ TO P OF' FTC '� l -.N T,aS.ts'waLL. l04 O l3LbItJ� - _' o 'o 5S GoN'T tN KEY- - ,y r i r , 2!4t u �I ' 2��r CW t� O'5 CO N'T '�' 4 i 4 `-- }'1 OF.sco-p'_ ILd .. ti PP fxTY� . LQ 2 a foUND�.TioN PI...L�rJ e� 5'�r "'/•` ¢3'-1'x'' 1 oil ''_ ' �` �c'' � GO'w� I l� ( � 3 f���1-0,► l _ _o 7 1140--[-Log � TL1S,>:weir. �_"� i G' fvt �a G.�Q�v��•��natw..�. .- I ? sir+. 4 F,2- li'' >3rZi .cx1T geKS `� cttt #VS(bT TOPOF %.A5) � I t LJ-"m/�- 10 .`�,�E CDl � NOTES. (THIS T) ay__ . i Ar14SISSP&CING �,tQ► Q E g REVISIONS BiRQOK.C'i RESIDENCE �"� j JOB NO. I 4- __- ro.W N 1 S/8"dia.x 10"A.B.w/2"duL washevat 32"o c.(U N O) V N I T 94. 1 2 RE�uF A3V �i'Gs �9 ---••��►� ST 2. Coul2xaP�me�dsM pla� LIONS Rlf)GE SUBDIVISION VAIL, COLORADO A,,,, D Im rai5 C 3. Stone venom Re£ Bldg EleVs 4 C3)# �xL eras 5 (aT or-sae� 41 Permen r dra n,Ref Gen Notes FO LI NDA i O N nL11 E- AILS I 5. Penrneter draan,Ref Gen Notes and Site Plan, T N D T i �/4v�t�-ai'� ��► ,��,� 6 Coznpactcd fill,Ref Gen Notes `` 'SHEET ----rr �' �� 7. Fmush grade L= T r P_ a++•- Ids 4" L- D'o.F. W-411Z 1' 4'' 4`' ��� 32=f,'` 4 FD ARC 8 Con't 1/2"FiberWansiontomt .1. Z6 9 Damp proof below grade 10.Vanes along wall DRAWN BY ISOM & ASSOCIATES 10 P 0 Box 9 *Eagle.Colorado 81631 •(303)328-2388•FAX 328-6266 of I l IoL td" 2,z 10, �u L 4.11 V t 4-o' 2-�• 1!4�� -aw. c,2-{14 I t ` 10`' ic3' �Itit.Gtr''OQWGLI 2 _-.. P T•a4r Co ' b }} IDS M013S CoN'T(3'1�B i To.W. . .� i•a•.� &1r 4" 1'-4`' Taw. G-1-4 t { 2 ?;o.w. � '-4' _ I � I V�T. 2EItJF l r�►'t �M• Nc'r-Is _P1NF , FIa.aQ'o�wn�L. j r � "', r 1 ,zM �'sG(.'z' :6 b 7— _ _0 J �N _� I '3 3 3ortD 2 I -�•-- --,-�---— . c," � -=-- - i-j— ---- ?o S�,InT. ._�. Taw S4'I' - � �'1'r .- -- — 52-t4�`' 'Case Y_rr 1.0.\,j K ' �7L 1'i .t I .,c ti �Z tc✓2 13.0.F. 52�V2'' 4`1'-Co I AL r © Q j 'M.ve. 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Compacted fill,Ref Gen Notes 7. Firush grade 8 Can't 1/2"F•berexpansion joint DRAWN BY o ISOM & ASSOCIATES 3 114''=1 Loll 9 Damp proof below grade P 0 Box 9 •Eagle,Colorado 81631 •(303)328-2388•FAX 328-M 1 a v4 .i-o a — 10 vanes along wall of I 4zr J 22 15 41 h'''1 . i 2 _ u 1 -4 I 2 52 � � r,2-r��' ro.S. �2`-(ofitt 1.Oh, 5Z-&�u I 2 T ow, Ca 1 u `g T.O.W.i;' P' T.aW 52'-o�z'' 1 � b 4 '•t 1 b �?ToPE�'�• -f 3-t� (%)#99S t,00'T T<F5. 0 2 �,1 (4'� '� tP 1 2 3 1 — 10 M. IbR, UTH @Ffl�l eM. 12 3 rtnu=, v IZO d �2�31,�z" T.oW, (,2'- i'`4-u f @t=eN►�2h7. 4� m T.aw4�t-S�i '' 4'1I-�'`� T.o.W. 41"o /4' µ�aaT �wei. 3 z 5�G� 80.G. ��ItF fICP. 4 3 " R = I ' �'� 4-i-5 Ir VZ)O5'S C.A11'T i N N t2E1►11° ' = I(i D,G.�i ,OP WbLL -vEeT. Et�tlF. #6'S�12tlo,� 3 1 vQzf, i�ErtNF.#S'sC�(�°mIG. j cv �9 itmwr- — N ! •, S i•i�r F, CpJuF. 1 4 {mild. KEIkiF, 445 I&I-0,C. }pctZ P.i~JbJ4� 4VseI(oy0,(,, �-�— r — 7 p Ic. 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L7MI LS Per- _ CGTbiL- pp�d �CarINq Crt'YrO P�171oN 1-7 V6I p-s �� =1 0 21 13 PO S�•&LAM �u - ,� 4 UNTO •A , M \`�\\\\\11111olIIPIEG / IO'' � • ••. •r T•fl W. 4-1�S�IQ' ! 2 - � )C 4'-O'`. B ta.1 D Z�Cy 1 •� 0 1 2 ' / IIJ'1oI� QT 1�'dG. • (TYP @%bl!, )$11.0 ) I ll �• •• LLI` / � � � ® I�t �t/' 41f21� 5 r ° ..••' . ���: 2x4 RT,SILL�L � �G Z #5XN c�vt�@IGaa. 5'/z'f 41t' / _ //i/»»Hmltitill��\\ I ST HEN W -T. LELnZ OPP. CleECr't>N I 2 I 2 2142"coNG.S!.d8 S�B�E kCviS ToP©F cv�.'1?.�I IJG 1� � Tv5.52��t�i`" 0 M.61z, 4-'-DIAZ1, OVER I R�rNFI.- I 2 / PARS X4L09 U -MN } r Yaw, 41'-53iq' �l3's�t^�do.c.� T.O.W.Lss��g ID1D z4 Into �t_aes E,W,,T.O,S.52-`tn raZ [a 2 �. ,,1 27 5 foG -- -- --- . _ , _ NOTES: (THIS SHEEP) 8 / 10 i r Q i. SJS"d1a x 10"A.B.w/2"dia washer at 32"o c.(CJ N O.) • �► a , �N z Con't Zx6 pressure treated sM plate REVISIONS BROOKS RESIDENCE S 1 D E N C E JOB No. 2 � e 1 2x4 P. SILL �. I `` -�- UNIT X411 0 ' # 22 L C•"x 3thr X`,�I bu f 3. Stone veneer,Ref~ Bid g Sens a u LIONS RIDGE SUBDIVISION VAIL, COLORADO . o - CL LV) \A// `fie,'P � 2 5 4 Rtgtd insuiahon,Ref Gen Notes i� � 1 DATE 1 K 5u gCt�1N. �ot.TS 6. Comp 1191,Ref. Getz Notes and Site Plan I Q,, lot, t o tt '-t�©.6. 7. F»h grade ^; FOU t iDAT I O W D P-TA I L5 t o I o I 8 Con't i/2"Fiber expansion joint ,° SHEET 9. Damp proof below grade IO.Vaties along wall �=-� v 22 I1, I,d' --- 23 It-1-o11 24 ►�'-+=�'--- — — 2 5 p�I:a1, 2 I,*icy DRAWN BY o� ISOM & ASSOCIATES 4 P 0 Box 9 *Eagle,Colorado 81631•(303)328-2388•FAX 328-6266 of GENERAL NOTES 6. FOUNDATIONS 1. LOADS USED IN DESIGN 12. GLUE LAMINATED BEAMS A. Foundations are designed for a minimum Boil pressure of 3000 pef to a manamtim soil pressure Roof Live Load.... ........ 85 psf of 8000 psf and an"at rest"lateral earth pressure based on an equivalent fluid weight of 75 pcf J In slabs on compacted fills with exposed concrete frush. form or saw contraction joints, B UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE FOLLOWING SHALL BE A. All laminated members shall be fabricated with lumber of one of the following species West ' Snowdrift Areas... . . 100 psf See Soils and Foundation Investigation Report No 93-60 by KOECHLIN CONSULTING approxumat4y one-forth the slab thueknims,not over 15 fl.o%each way,in general at centerline PROVIDED Coast Douglas Fu,Western Larch or Southern Pine in a"24-17"combination Floor Live Loads . 40 psf ENGINEERS, dated June 21, 1993 Comply will all requirements contained in this report. of columns, and at midspan if necessary, cut every other reinforcng bar or wire under joints Exterior Decks . 100 psf B All footings shall penetrate the topsoil and loose or soft materials and dial) bear on the before placing concrete Fill contraction joints with joint sealer No joints in structival slabs 1)Solid 2x blocking between rafters and supports. B Laminated members shall be detailed and fabricated in accordance with the Standard Wind Load .. Basic wind speed 85 MPH,UBC Exposure C undisturbed firm natural soils Footing elevations shown on plans are extrapolated from 2)Menu um bearing it beams,headers and lintels except Specifications for the Design and Fabrication of Structural Glued Lammated Lumber,published Earthquake UBC Zone 1,Rw=6,C=2 75 available information and may need to be adjusted to meet the above requirement. K Provide In*expansion joust filter sound columns in slabs on ground and as noted on drawings as noted. by the AITC and the appropriate Lumber Producers'Association 2 CODE C. Excavate all footings with width and depth as indicated Bottoms of excavations must be level L 1 with Recommended Practice for Cold Weather Constriction ACI 306 when and cleaned out of all soft and loose materials Notify scolding Inspector when the excavations Campy ( ) placing openings less than S'-0" -One full stud each end' C Required allowable unit stresses for"2a-F"combination are are ready and arrange for inspection of footing excavations prior to pissing reinforcing steel and concrete in cold temperatures Openings 5'-0"and larger-Two full studs each end Bending. 2400 psi for tension&compression nines 1991 Edition,Uniform Building Code 5-1/8"Glue-Lam Beams -Three full studs with plywood fillers to match Honwntzl shear 165 psi beginning concrete pour ! i M Reinforce floor slabs with 6x6/W2 9xW2.9 W W.F beam width Comp perpendicular to grain 450 psi for tension&compression faces 3. GENERAL. D Bottoms of all exterior footings shall be a minimum 6-3/4"Glu-Lam Beams -Four full studs with plywood fillers to match Modules of elasticity 1 8x106 psi of 4'-0"below the lowest adjacent finish grade beam width A Release of these construction drawings contemplated further cooperation among the Owner,his N Cast in place concrete shall be poured continuously so as to prevent cold joints Multiple spuds to extend down to top of foundation wall, header or beam Provide vertical D Adhesive shall meet the requirements for wet condition of service . r Contractor. Architect. and the ear De and construction are complex Although the E Do not place backfill against foundation walla until matt Leval!loot ficannrng u completed and p �► lower level slab is in place and curbed solid blacking at floor Awning to match multiple studs Architect, Engineer and other consultants have performed their services with due care and O Undendab fill materials, at non-standard slabs,to be non-expansive and compacted in 8"fills to E Appearance Grade to be Industrial. diligence,they cannot guarantee perfection. Commumcahon is imperfect,and every contingency F. Soil conditions and types shall be verified by a representative of the soils engineer during at least 95'!•Standard Proctm density within 2%of optimum moisture prior to placing fists C Fastest all wood members with common wire nails according to Uniform Building Code cannot be anticipated Any ambiguity or discrepancy discovered by the use of these excavatirnl. Report any discrepancies from original findings to structural engineer for re- schedule and Nailing Schedule as shown on the Drawings,unless otherwise noted F All Ghee-Larnirnat.ed wets to be treated with penetrating sealer construction drawings shall be reported immediately Drawings are not to be scaled. evaluation of foundation design P Underdlab fill miuensk at structural slabs.to be fie draining granular backfill. D Framing anchors, beam connectors and joists hangers shall be provided where detailed and G Fabricate all beams without any camber B The construction drawings illustrate the completed structure with elements in their final 7. FOUNDATION INSULATION shown and shall be of the type as manufactured by the Simpson Company, San Leandro, positions,properly supported and braced. In the proper sequence, provide proper shoring and 9. STRUCTURAL STREL Cahforma. Washers shall be provided at all bolt nuts and heads when other than carriage bolts 13. MICRO-LAMINATED BEAMS AND TJI JOIST bracing as may be required during construction to achieve the final completed structure A At all exterior foundation walls where so indicated on the Drawings provide STYROFOAM are required. BRAND SM d insulation,R-7 5 Extend beneath floor slab as noted on the Drawings A All structural steel shall conform to ASTM A36 � 'wit'&s A All TJI joists and Micro-latiunated beams shall be manufactured by Tres Joist Corporation, C Establish and verify all openings and inserts for mecharucal, electrical, and plumbing with (Fy=36 KSI)except pipe cohi n m which alisll conform to ASTM A53-Chade B. structural tube E Lead hole for Iag bolt shank shall have the same diameter as the shank, and the same depth as Bosse, Idaho Provide manufactureea standard bearing stiffeners at all TJI supports(at hangers appropriate trades,drawings and subcontractors prior to construction. 8. CAST-IN-PLACE CONCRETE eoluinns shall conform to ASTM A500(Fy=46 KSI) the 1 of the unthreaded shank Lead hole for the threaded on shall have a diameter of and bottom chord length port bearings on interior and exterior supports) 60%of the shank diameter D. The Contractor shall provide all measures necessary to protect the structure during construction A Concrete shall meet all the requirements of the latest edition of ACI 301 with Type V Cement or B All bolts shall be ASTM A 307 unless otherwise noted on drawings High strength bolts shall be B Double TJI jousts supporting hangers shall be blocked together with 2x6 vertical block at each and observation visits shall not include inspection for these measures or constriction methods "modified"Type II Cement. Mmumum 28 days compressive strength(fe),shall be as follows ASTM A325N F Glue and nail all built-up beams,headers,lintels, studs and other multiple members Glue to be hanger location Blocking shall extend Rill depth of TJI web and nailed with(5)- 10d nails and C All on bolts shall be"RED HEAD"I C B O#1372 sleeve anchor or an vet equal. "PIA00"Construction Adhesive by Conteck Brands,Rexnord Chemical Products,Inc clinched. E Construction materials shall be spread out, d placed on fiffiited floors or roof Load shall not 1) Exterior exposed slabs and curbs 4000 psi and contain 5 to 7 percent entrained air � e�� _ approved exceed the design live load per square foot. 2) All other concrete. 3000 psi along with fiat washers where D. install lock washers n indicated an the Drawings. G All sill plates shall be pressure treated Douglas FiriLarch of the size as indicated on the drawings 14 ANCHOR BOLTS F Where reference is made to vanous test standards for materials,such standards shall be the latest B All reinforcing bars shall be ASTM A615-Grade 60,except pier ties which&hall be ASTM A615- H All wood plates on steel beams shall be fastened by"Ramsettuig"with 0 145"dia powder driven A Anchor bolts at foundation walls shall be 5/8"dia.x 10"at 32 inches o c (max) There shall be edition and/or addendum in effect at tune of submitting bid. Grade 40 Welded wire fabric shall conform to ASTM A185 E. plates k shall w 5000 psi Five Star non-shank lu ns. install,equivalent-, Install d under under bearing p�at 12"o.c.staggered Minimum pin penetration into steel shall be 1/4" a minimum of two(2)bolts per piece with one bolt located within 12 inches of each end of each ' plates before Awning member u metalled. At coimm�s, rnstaU drypack under baseplaced after G Notes and details on drawings hall take precedence over General Notes and cal Details column has been plumbed but prior to floor or roof installation piece Refer details for shear wall requirements. � P� � C Concrete Protection for Reunforicement(unless otherwise noted) _ i 1. PLYWOOD Where no details are shown,construction shall conform to similar work on project. B Expansion bolts 5/8"diameter,length as noted on the Drawings F. Structural steel shall be detailed,fabricated and erected in accordance with AISC Manual of Steel A Plywood for roof and wall sheathing shall be Grow I APA Rated Sheathing, Exposure-1, H. Prior to construction,the Contractor shall verify and be responsible for the correctness of 1) Concrete cast against earth ..... ... 3" Construction and AISC Code of Standard Practice. meeting the requirements of PS 1-83. 15. SILL PLATES all dimensions and exietng discrepancies before proceeding 2) Concrete cast in forms but exposed to weather or earth' G - All welders shall have evidence of passing the AWS Standard Qualification Testa. B Roof sheathing shall be 5/8"with Span Index of 32116 All sill plates shall be pressure treated Douglas Fir/Larch of the size as indicated on the #5 bars or smaller. .. 1-1/27 Drawings Bars larger than#5. . 2" H. All welding by#70 series low hydrogen rods. C Well sheathing shall be 112"with Span Index of 32/16 4. SITE WORK 3) Concrete not exposed to weather or in contact C with ground 10. FRAMING LUMBER A Site shall be prepared in accordance with the Soils and Foundation Investigation All fill Walls and slabs......... 3/4" D Floor sheathing shall be 3/4"T&G with Spam Irides of 411124. material including sub-base fill under the slabs shall be as specified in the Soils and Foundation Columns and beams(primary reinforcement, A All Awning ing lumber shah be stress-graded, kiln dried, Douglas Fir/l arch and comply with the Investigation end shall be placed slid compacted in accordance with conditions set forth in ties,stirrups) ,.,. . ,, ,, 1-1/2" E Plywood panels shall be continuous over two or more spans and end joints shall be staggered Report No 93-60 shall KOECHIeN CONSULTING ENGINEERS grading rules of the Western Woods Products Association or the West Cost Lumber Inspection Surface grain shall be placed perpendicular to supporting members Panel edges shall bear on Bureau. All sawn lumber shall be stamped with the grade mark of the limber grading agency. the flaming and butt along the centerline D Lap splices shall be 44 bar diameters and shall be staggered minimum of 0-0"unless otherwise Use lumber with the following mmimum properties. S SITE DRAINAGE noted on drawings Fb Fv E Comm Grade F. Nailing net noted shall be in accordance with Table 25-Q.Uniform Building Code schedule and A The contractor ahall grade the surface around the buildings so that surface water will be tamed E. Bend all horizontal wall and footings bars 2!-0"wound corners or provide corner bars with 4'4" Joists,Rafters& Shear Wall Notes quickly away from the structure lap Plates 1000 95 1 7x106 6 No. 2 G Floor Panels shall be glued and matted Studs 2x4 800 95 1 5x10 No 3 B. The subsurface peripheral drain shall be 4" diameter, corrugated polyethylene tubing meeting F Detail bars in accordance with the latest. editions of ACT Manual and ACI Building 6 , 8 �8 2x6 1250 95 1 7x10 No. 2 H. Alternate Oriented strand basis be used as an alternate to plywood Oriented strand board ASTM-F405-F667 and D543 manufact red by Advanced Drainage Systems, Inc Tubing shall Code Requirements for Reinforced Concrete Provide all accessories to sic 6 Y P q necessary 1?P� Posts do Columns 1200 85 16x10 No 1 be perforated as required Install the pipe in a gravel filled trench along the building foundation reinforcing at positions shown on drawtrnge 6 can replace plywood sheathing of equivalent thickness and nailing, and shall have an A.P.A. at least 12 inches below the lowest adjacent grade and sloped at a minimum 1% grade to Beams&Ledgers 1000 85 l 7x10 No 1 raining equivalent to or better than the plywood dheathnrig it replaces dayhghL Cover gravel with MIRIFI filter fabric Test drain after backfilhng. See Drawings for H Maximum concrete slump to be 4'. Bloc and bridging be No.2 or 3 Blocking dging may grade . details I Calcium Chloride shall not be added to concrete. r - i f 21/Z°GoNG.`51-bPS GNE A88REV I AT I ONS: TAC.F- OF wot_L ra.w, 4-1 ! I/'Zt16'T ZL0EGKI Nit,• t• a u ,� SX c Zt--, PEF 25f 4 C�Iili I l�l�� NAILING SCHEDULE A.B.C. . AGGREGATE BASE C0t25E I.F.W. INSIDE FACE OF WALL T,OS 4-I 5i� °� # 5 LxlwicLS Tow 4-�!Gj3/¢ir I ,� 3 Co TCR I I O REF.q/3 ! .-1 �►t) r v '( aw, u - _ A/C AIR CONDITIONER HOR I Z . . . . . HORIZONTAL _ A.F.F. . . ABOVE FINISHED FLOOR LBS (I) POUNDS 3 �/� (° f�Q'�' T,�S. ¢1 �7 I 'Z � ��� CL)Np8CTI01( NAILING' ALT. . . . . ALTERNATE LLV . . LONG LEG VERTICAL 3 A.B. . . . . . ANCHOR BOLT M.B. . . . . . MACHINE BOLT 4 ' CO HIT ACrz: f3 ARCH IL . . . . . ARC41TE:CTURAL WROS) . . . . . MANUFACTUREROS) _ 1. Joist to sill or girder, toenail 3-8d `\ \ ° ` 2. Bridging to Joist. toenail each end 2-8d 8 . . . . . AT (MEASUREMENT) MAS C.J. . . . . . MASONRY CONTROL JOINT .No=,t wc; m _ r - face nail 16d at 16" o.c. BM . . . . . BEAM MAX . . . . . MAXIMUM I ,i 3. Sole plate to .foist or blocking, - 1'o'W' 41' I g • .., - _ Y 4. Top plate to stud. end nail 2-16d B.O.B. . BOTTOM OF BEAM MECHnI . MECHANICAL 5. Stud to sole place 4-8d, toenail B.O.D. . . . . . BOTTOM OF DECK MIN . . . . . MINIMUM •, - or 2-16d and nail BRG . . . . . BEARING N/A . . . . . NOT APPLICABLE face nail 16d at 24 o.c. C.i.P. . . . . . CAST IN PLACE N.T.S. . . . . . NOT TO SCALE • 6. Double studs, " C.L. . CENTERLINE N0. (1) . NUMBER 2t. c►CC�n17s °• • 7. Doubled top plates. feet nail 16d at 16" o.c. J s ' ° ' 4 fit`' t ; ( 8. Top plates. laps and intersections. C.L.B. CENTERLINE OF BEAM O.C. . . . . . ON CENTER GUNtv"(. G p � w n s ♦ Erica nail 2-16d • • • L 4 x,4 X WI(o " C.L.P. • . • . . CEMERLLINE OF PANEL JOINT OPP�W� . . . . . OPPOSITE FACE OF WALL 9. Continuous header, two pieces 16d at l6 o.c. zLT I W� 5J0`n�?C Sp along each edge C.L.W. . CENTERLINE OF WALL P.C. . PRECAST CONCRETE �oN'T 2��X{{4- 10. Ceiling Joists to plate. toenail 3-8d CLR . . . . . CLEAR PLF . POUNDS LINEAR FOOT 8P '� �2i"dn �4=D°0•G• 5 P.T•StLL iL 11. Continuous header to stud. toenail 4-8d CONC . . . . . CONCRETE PREFAB PREFABRICATED 12. Ceiling Joists, laps over partitions, CONC C.J. . . . . . CONCRETE CONTROL JOINT PSF . . . . . POUNDS SQUARE FOOT face nail 3-16d CONC S.J. . . . . . CONCRETE SAWCUT JOINT PSI POUNDS SQUARE INCH 3 tl iS�J'Z 13. Ceiling Joists to parallel caftans, C.M.U. a . CONCRETE MASONRY UNIT REINF . . REINFORCING face nail 3-16d CONN . CONNECTION SLV . SHORT LEG VERTICAL bM - It►=I�(�ii -�. CIP CpNC, 14. Rafter to plate, toenail 3-8d CONT . . . . . CONTINUOUS SIM . . . . . SIMILAR STIrPS 15. 1" brace to each stud and plate, dace nail 2-8d r4 OR DIA . . . . . DIAMETER sq. . . . . . SQUARE t3s 4 ,tit �!�/ 16. Built-up corner studs 16d at 24" o.c. DO . . . . . DITTO STD . . . . . STANDARD 17. Built-up girder and beans 20d at 32" o.c. , DN . DOWN STRUCT(nL) . STRUCTURAL at top and bottom DWG(S) . . . . . DRAWING(S) T.O.B. . . . . . TOP OF BEAM and staggered EQ . . . . . EQUAL T.O.D. . . . . . TOP OF DECK 2-204, at ends and EQUIP . . . . . EQUIPMENT T.O.F. . . . . . TOP OF FOOTING at each splice ETC ETCETERA T.O.L. . . . . . TOP OF LEDGER ! 2 ''�`i 4t'�" �!/3 Ili �'-�D" 18. Plywood:s EXP JT (E.J.) . . . . . EXPANSION JOINT T.O.S. . . . . . TOP OF STEEL Roof and wall sheathing (to framing): F.F. . . . . . FINISHED FLOOR T.O.W. . . . . . TOP OF WALL T.cy.s. 471 . . . . 5�4 1/Z^ and less 6d= F.O.S. . FACE OF STEEL TS . TUBE STEEL ' i' 19/32" - 3/4" 8d3 or 6d4 F.O.W. . FACE OF WALL TYP . TYPICAL 7/8" - 1" 8d2 GA . , . . . GAGE U.N.O. . . . . . UNLESS NOTED OTHERWISE _ q DpW c�`� IInUO,G, 1 1/8" - 1 1/4" 100 or 8d• GALV . . . . . GALVANIZED VERT . . . . . VERTICAL 3" G.S.N. . . . . . GENERAL STRUCTURAL NOTES W.W.F. . . . . . WELDED WIRE FABRIC s 'r.n.W ( 2 T•aw. MX7EPO 2-Cr 1NTv S: . P_l �p of FoUN�oTIQN GLB (GLULAM) . . . . . GLUED-LAMINATED BEAM W/ r r 1/4" ! v 1-Zt M.K EF.WS �_ c WITH dF �i� i. L 2 X2 X W/ �B� T.oc, �j�-(�cn-� COW ApepN Y, 4i••0q 'Common or box nails may be used except where otherwise stated. - -- �, ��' X VAA e 2IC0 0.G, 1 WIDE. C� it bhl �c� aCommon or deformed shank. u 1 5LOpe UP 5• Comson. ( t)l-1C. cjL-&t3 VCeT. ZmINF. 5x � �""-- i •Deforsed shank.}bL�g1F orUE.ST Ra Zl4i UGi) @24tb.(.01414X CC t � SNails spaced at 6 inches on center at edges, 12 inches at SLOPE LIP 3 � X intermediate supports (10 inches at intermediate supports for ®l C2)Sr5 CoN'T T�P, s • floors), except 6 inches at all supports where spans are 48 inches \1 P u nEG S TD 'v/DLL � L4 1 ��OQ:�.....: HEI or more. For nailing of plywood diaphragms and shear walls, refer \* ��•���,Y R. A�Q` �® t ?� to details. C3 4j p $'i7' 32-CO This Schedule is based on the 1991 U.B.C. and is the minimum requirements to be used for non-specified or detailed requirements Z �' T,tJh. GUEST PaRKtcx e° A °� of the General Notes and Drawings. •:k�e y °i t 04 Vow X1..5 @i(o10L. fOr C2M1# 5'SGOl-lT �vUc3tN it DcTLNV 2'-p" INTO ' eTOPSR;0 , WW SL sL-ag I/4u=T-ono _" lrrry lJonTloN . ' -AT IE-A. F-P v � '(t•T iGkEN °�t.�,.s EDP E, , 0 8 I�A4,_ Loll NOM: OWS SMET) 8 REVISIONS BROOKS RESIDENCE JOMN o. IC; $O F ,J,L! r CJr1�iz.Q� Q S I ,.,L• _ 1 S S"dia x 10"A.B.w/2"dia,washer at 32"O a.(U N O) UN [T °14�I ! ,Op 2. Con't2x6presstae treated sillplate LIONS RIDGE SUBDIVISION VAIL, COLORADO DATE '21c), 3. Stone veneer,Re£ Bldg Elev's 17 9•z 1 4 Rigid Perimeter ran n,Ref.Girt Notes �' GENERAL NOTES i RDI N�JAT ION SETA 1 LS 5. Penrtneter drain,Ref Gen Notes and Site Plan ' 5 6 Compacted fill,ReL Gen Notes SHEET 1140=I 7. Finish grade 8. Con't 1/2"Fiber expi r slon joint 9 Damp proof below gmde DRAWN BY oa ISOM & ASSOCIATES 5 10 Vanes along watt P 0 Box 4 *Eagle,Colorado 81631 •(303)328-2388•fAX 328-6266 of ( - _ - r k — * f , F ; , t _ r ' s . F b i F ° .W ate,. .,.a .. ><-..., ... ...mW,....,.,.....»n„... ....r, . .»,...rrw......,,....... ...,...,, , - x � / 1 ! on 9c' K ]»ia,-.aiwn eF,a -rile,of a ar.w.++ w.rYrM-.v,Hr».Ni k .rwn.�'raws=«a+w,aw.,s,r.v.asn.ro=+mw,rt,nua*xo-^.:'+ter°•,” .. ..- _' _-_-....- -+_.....'. Ir 1 I 2x4 wAU.. O CL T,05.G WALL 31 3t' t J XL i t r 11 VZ. , T.oi.S.@�t.LS LDvIiE2 I FB-3(Aav) F - 8 t k - 4 God E ` r- • 7 g'��► L.At.IN 0 10 . i Ti�S• �t vp J St LL E , 1z FAQ -.-t �n 9 wH-4 I lam,MND f Q t f E�CQ1J I , S'l-D�CYc ' � ' ` , _ •T.o.S, 3't-emu 6 f O ❑ ti . _ 4,C-0tic.s Lark(� In b : -. Ul'(1 R ?AnPv1-I - ► ( 10 o" r , k k Gtl SST p4».v- !N f � 10 OnWoKW L. ` -Y.o S7cN -U p (1 ) 1 (� IFB-2 tA3v) trtl= R/SIL;t o fE -,ArtcNt;u oI�p.1I SILT_ , IFB-I (e t;V) to ?.ck5. 3CA-�'' r' T CX$TON F_ I O v r o 0 - E , l � � RC�f " 2 o.5TWS id oL 311 t� �0 FLOOR- PL.&N - F 1 a 1/4021 l.0 it I p� C O j p� NOTES: (FLOOR PLAN) 9 Stone veneer wainscot,Ref Bldg Elev's I E41 2 Stucco finish system over 1"ngid msul Ref Bldg Elev's IS 3 Wood saduV Ref Bldg Elev's 41 4 2x2 funung at 16"o c S. Full height ce wmc the over 1/2"Wonder Board j 6 Modular shelf and storage system by others r 7 Gas log fireplace i SAD A�� i REVISIONS - _ BROOKS RESIDENCE UNIT JOB NO. k 9411 LIONS RIDGE SUBDIVISION VAIL, COLORADO .. DATE Al 1i �rr FLOOK PLAN- 135M c% K,&CxL Z J SHEEP Lip DRAWN BY BY 1SOM & ASS 6 PO Box 9 -Eagie.CNW3 081631-(303)328-238&-FAX 328 6266 © ASSOCIATES of ( f t I 20-4 r . �'-lou i l 41, 36. 6 l Ix4Wain . ' �- 507`5YL" I— U Paw oat m I E { r �.1`I�Gt� . ., ,. , 1� Mn . , ,.� .:.vim,, . u3..w• cr s , F,OC or U Ina _ t...+ � D-W) ' ` \fit ten' ox" - a.c aavry I o l 0 4 ?� 4 Wmicr,�. I I o HB-2(At33,/) ' ! '_ It rn Lj t3 5,� szaISb-Ng Tue, PL4TF09M + ` go a E50T of 3h I L 10 r�I ' HD'e -t8'-(a x 1 N - --- - go F. roc-mac�1►.1,, �p + v s . _ HE,&IZTH ., I - ..«... 4N s Y t' 7- in R15 12 2 FB-3 1 d ob 4 Dr 1�50 4ep tL GrKMAT =CYm +fir V Zoo I-04' 4- 16 P 2x4 cznlo N YL 3 J N — ' N u M CO ? f . $1 f`j 2 F B-I Card.,,) co M ;� v 3v ton _ CV 4 _ i (T P op coNc) 41 8YL U a,. , Q For,f=9&m i NG, -rt4 Kp Ilr=. a L.L Nt N � 4 WDLI F-Epp., v— 41'-8 � � tI 4 14" L4'�� o Ct3�M >`t►J+sN - + 1 - I Grll6QDP.6ILIS.JC� 1 2 �ABV @A5V. Po l A 3 0 0 8 o l 6 6 2� rt o (+ � + I (� ! ! It 1 a t 1� 1 ® b 5-8 S d I24 3-qua 3`fro P•2 �-0 3404 view 1 ' 0¢ C®t0,� NO 3 IFS: (FLOOR PLAN) 9 N R. 1 Stone veneer warnscot Ref Bldg Elev's IS i 2 Stucco finish system over l"nghd insU Ref.Bldg Elev's •� 3 Wood sidulg Red Bldg Elev's d 4 2x2 fiunng at 16"o c 5 Full height� � r 6 Modular shelf and storage system by others . Q �, 7 Gas log fireplace REVISIONS BROOKS RESIDENCE U i ,1„ JOB`O. �\. LIONS RIDGE SUBDIVISION VAIL, COLORADO .. DATE FLOO K pLAW- Itl FLtOK� 7C 4 SHEET 77 7 DRAWN BY ISOM & A 7 o� ASSOCIATES ` P 0 Box 9 •E39fe,Colmdo 81631-(303)32&23B8-FAX 328-M of 2 R8-5 K.t_, 14- ( I5' Id' 2oL4' q+- izttx, 6CtL, G.L.C;x.1AR.T1LKS� Q ' 2I G� 8/gu 3-t� 5�,, ° r ,1 . t R.L. (P'1'- I \ ►5 13 cA -° ,,, 0. r.0.5. 12 � _ -- 24 Y 32 J 15 �.l:*�tt�- 0 r u G 5-5loz" I Fj . 4 ] K : _ \ ✓...'^" , f .'7 ,,.R _rx-. ,,.,- .^-,.r.. _ « -a-,ay "•v+' _ :.• _ 'S�S. -,j,., p l 10 4 �` t PaGTt� I2 i @ccut. nsG, l2 - �',O - ATnp co r "' ' o _...M , ,� � ,$ ; fixxKJn n nn+Wr+n•.t' (� J+'+cbC++�c w.vA rt..._T v->-D. - L,p aw,Fa, d, WN-2 2FB-4 W H-I / y - ar 5 r, a- 1` G� t.1titJC?II•!Cx ? r l Fa.L• `� p 4-- cPa.t TO 1GT: Beyowo .� 6- -- � � � F04 � � 't1it3 I � Co Fi~'bM l tit `� co j ' r t. T -in to �TOIs ti+1�-l. ' OrUAZO IZbtLIt1G 2FB-2 0 ft "" 1 Pt1wP E ir�rwi► co C�i�T i�t�C I . Q � t, PoN 4w UG.SI.aP,v�/ cIZ I�`tusL- } , i✓At~11 �. C200M ' N r u 4"d.13•G. b�cx° ► TaF�.tx2ebT i�t�t �2- /Z _y� it \WOOO CAP I II1 x 1rVIp 3'wtLL 1 w/ 1 r Tb%ws. coo. �4 E30tL_E2. 1�r�t-'1 4 b' - - -- _ -C1' '-`11/ n RB-13tDF�1 t RB-2tAt3 GltG2D (�ILINo CL dr i ado a 4'-ca" 1 00 o lot' _ v 2z L pry �� o - i r�� N � ttla.t Lt�IGt• `+.,,,•,•,,,,rN.w"" V I Z t2 ,,,,,,,.mow°` i� ` � ,�, x e � . r -., ., ,. , u - , r. ,. ., .. ,;t. ..n f 7") IZ. I2 2 CrPEN TO t�oYJ2- .OW -•-- - _ .-., K.L a`-Or - 1 1 BUILT-114 9b5ECAg, t y R B-3 r t r W10,14 AW,S14eLVeS ToP OF STOUE �9 1 v'-roYZ" 2 ?5 2Xto S,SG.lip ` _I - � o C4 RB- s 13 i� ,x12,,�� 13 ` to 12 - - �.d2 Tt cs�4`-o`'o•G. 1 3` ` � ' �FCd.t•+t i NCr 2 12 b T��wa�.V ' � NOTES: (FLOOR PLAN) 9 ° t0 32 tlr Bart �M, �3 D�'v 2 Stucco firnsh system over 1" Stare veneer wainscot,Ref Bldg Elev's 3 Wood siding Ref Bldg Elev's � Ref.Bldg Elc�/s O I O L O" 4 2x2 fiunng at 16"o c fir/8�1c13'it"G, l• 2 _0 # S Full height ceramic tale over 1/2"Wonder Board cw�T1t4�, o,rr 13 32 !� 'Z � 6 Modular shelf and storage system by others �t-vr�E b GEI U tl�t r i �,� _r 7 Gas log fireplace g I �M IL F-00M 21 m T ? 30 ,2qh ,,(ap tt41S-vv,&LrL.,. 1 " 3 IC.1.. C.���V 3' q3/4" 2FB-4 ( 6' I' D. �,R t ,� i r' I C--IO�H (N. .5.) I t---------T IG'-5��u(I�,1,5.) l0u r 1�V<P9b.L. F-fl Li // fsJrKa-LQ'�t N }_•P o \�\ Gift&T ewm Y=ITCH>r N T,O,y µ WH-I 10 \ 00 it i !�. Ca5'-5+/2'' _V It � i 0 Into t1 4 \ TYP -`� o � � - � -wN-I RB-7 1 / i N 2 11 3 5111 LDI NGr '5% D� __._ !-d - I/4- :I �,r � q / /� ' �Nt ® 27 \ r I!1 x v-2,/Z�► / r 1 C �\ I-Sly It NOTES: (MISSHEE1) SECTIONS DETAILS 21. Roo M30# SG { \ It 1. 2x4's @ 160 o.c. 22. Cont 2x6 per=treated sill plate / -� - W h)-i ST HE 23 Cont 2x na+ler size as shown 3. 2x10's @16"o.c. 2S ��e eir&ae Ref N ,2'7 EA.C� 4. DBL.2x6 top plate _ 26. For finish Soffit material,verify w/Architect � 3 DBL.2x4 tap plate _1 I �� 27. RigidinsulatioatR-7.s ,- O �D AR 6. 2xd's(t�Z40 o.c, t 7. W"C.Dx 2a• Beveled 2x solid blocbng FI:bM J tJCx �l.�eV.- WEST waU.G{z�T k?'M plYWOW g 29. R-19 pressure-fit ball insulation w/6 ma �Nµ'2 77 ? r -'?Y 4 5.e. 0 ( �' s. sea"C,Dx*WOW DF&sheathing Ref o ®t r,0 0 4b„ `7 a- 9. 11-7/80 T.J.L 25 DFa Ref Framutg Plans fi►oe of pp barrier�inside tu: T.GtiS, I t 10. 2x6 blaolcirtg panel Ref 30 3140 T&G CDXplywood,glue and nail Ref F 11.. �s@16 oc 31. 1n �t C?J7e1M ! 5 3-'�"2 2t5 9 7�5 q 2-S ��3ri ' Ski REVISIONS BROOKS RE .loe NO. Mocking.size as shown 0 N i s a a i s r r • SYpsren board,M.R where noted 32. 5/8 _ RESIDENCE UNIT ® "gypsum board�"x-or M.R where noted) +•�4 S- � T,as � .� - r"14,l 13. 2x12's I6'o.c. 33. Stucco(719� , , r I r , u q� _ 14. 2]C fine biockirlg f LIONS RIDGE SUBDIVISION VAIL, COLORADO ,, 15. R-38 ban mad ahM Kraft hoed:naff 34. T.I.L Solid Blocking Gr c,'.�u 5�r fir, 52-fo� 1. n \ flanges to bottom ofjoist 35. 2x2 Ftw ing @160o c. + u � . . 36 R-19 ban msul%tion,Kra$fiuxd f '41-'�, �, �(.[�K PLa - '2µD FLO O KS �M b'G, `. GTI lS It 16. Stttoco lEratiat►Sysmtt ovex 1 maul 37. 1/2=��APA C-C PLUGGED,sanded face, Q 2 2± r SHEET ' Ref Bldg.Elev'a - 17. Ice Shield Ref ' '�(SOUP n S+g�gbx 8' l O-D`' T l 18. 1/2-Particle Board mrdadayme+rt Carper f below t'.�� 1 OA&, r k. 7-2�o- 5 19. Copt 2x4 plate 39' 8 20• welt 2x6 plate 40. lx 1 I DRAWN BY tSOM & ASSOCIATES 41. 2x wood trim M � a-W.- TR`t'�►J,D I..t.. f�M 1t � Ol= P 0 Box 9 *Eagle. 1/4�t t�-ar ��T� �7►/its 1-.(.. G!'��T �.r�,aN''1 Colorado 81631 (3031326.2388 FAX 328.6266 of L61. t - I a 4 8 ;12 �-- -- 16 15 16 � 8410 ' � 2 f�,R,M.Rh. � �fi51!tJGI Gft[►OE I'- � 14 114 I 12 F,Cn.�Lotl Coll o' -11 r - 6S'�',a' 2 3 Fes►•�5-0'' ; , . t; _ na . 12� � F�Gr,Sa-4" �. �e.1}2 S�•5" F-1 CoZ-p -fl x,132.#!2h' _ - g FIU.GR'Dtrtatl. --� I _a- 5"1'-5'' I + _"�.! 3 2 .�`-`.,...-`�` �STr N� Gib•'D @ Wa1.,L � �' � 17 � -•-1, � 4"i'le - — ! F►t4, �rtt'O w�1.L i-- - M,2)R,B TH 41-2i m0.1' Ca•O" NocTH OF w©Lt. MIS F F - . ' Cr'G�11i T PMK CY 84 40 43` 6 Ft wLj— Lrw Tr—Y � e - roc. 02.IVE. g6;-a' 5.0,F. s2=lo" J ' r AST VINT10 q P t 4 4 I to L ' 'hu 4 r<t Bo'-o�_ >~. 12 !2 of 51Dt�l� �i____- if 12� �12 M LT 161TVI � R ��I?i e v�►Y _ � .�•—i R �,1'y� --Z - fZL•"10�3 11 C�45 bM 10 \,�� _ N 84r�9 3 i — 2 Sao _ 4 -� '\ 1T Q12 R.L. 6.25 /g MCIRS&T KM , cot '� to , 10 TD,S_@ G2i�37 tZ'M, n I I rl ORF&T IR.� � P�s.59b J \ Cs�st•IIRC UZ } } 1 6 4�� 6 ( `p- P,br I 4-11 @-� 4-1 M-b SIC. Fhap �'-Ids'' ,` 050 4-►'-Su E T.o,STS E e r,of wa..t-4-11& 3 t ITT [ . l�N�II a3'-lou I`~ gaa. q,�-a�'' I F�+�c, o�enc o�tl3�Yoa1o� F✓INI�N cr12�►:J� Q Wbt.,t VWrIvia 0960a 21 WN-L-1 Tea"T 44 1 I 1 a5,@. uTH ►-- _-a Err waLL 3G'-cam" T 'xo'� �'`Q► �� � 8430 1' STEPUA R. i pM 4 RUTH �n- .P.VAT IOM 3 W� 5 fit -- VA I ON t 1` 4 D AW" r TJOBN�O I ' r t { I BROOKS RESIDENCE REVISIONS UNIT ,�1 G • ' L LIONS RIDGE SUBDIVISION VAIL, COLORADO A�- 1 D Et t- Dr NOTES: CMS SHEEN 13 - j 1. Beveled lap redwood Wing �: SHEET 2 Stucco finish over 1°insulation i 3. Stone Vencer g S. MeW attic vents(siu as noted} DRAWN BY oQ ISOM & ASSOCIATES P 0 Box 9 *Eagle Colorado 81631 •(303)328.2388•FAX 328-6266 of I Af r ' ' r , r ` 7 �.lz.l..8at-3" 4-op 10�Cop T;7 7q,,L -9 •0116u�1;l,T S,� R B-3 TY P. 25 25 TY P. T'f P 21 RB-I N!P RAFTEtZ U p a 1r TYP r�-.�"D {Z Ps- I OPF:N" Ip 2t t7 P P ( �X4„ � I-9 2-p Tr m 2 i - c,.t�. $ + � A1'FIG ht�Dflr `fib, HB-s 5 32 2t3 12 Fk_ F om. 'M r r° RB-6 'C'.L'. 1 D-4 Ste Gv►.J-.l�Q 7l ir5(RED 34 Iz) 12 f M 12 2 4 32 t5 f3 S,S,c,cc�i.. For-FrAMlNkM_ f�'&-j-I I I) (" I I ( I 114Y F�El I o.F.a.2,ct'L '� to i� I �x4 CS¢S) I3 12 RB-13 rp- 131-. 2 5t1t3FCGC ld nG N S 2 to N 3 �QST ' ( + Co *'.Cis'/Qjy O - 4 rz IZ i 3 cJ.OMD o fi=.L. l04°-O`'� R B-7 I'' Et�t� `L f3�h'ft� �3 Itc, � - r (� 12 - _ 3`-9'�� Z HB-3 229 3Z 35 I� raw.� 2 3 s = yY E ►�C+�.cd M iT L 29 N Cot=3�'z'' - All �£. q- '�l0 3A 39 -- �yes o,►.+c, o�...n7. 32 'i ap - �pp } G !l - Q7 M , WH- I Na.+a f 5�'-5" _ 21 G f�2�/Z" Ht3- 4 _' S +, ' 22�-�i' i t b4 31 Tc,'14 5m, �I 2� 2 A�. 17 1 v 3D 18 ao w!�-I I ta' Io�►.,c� fi �5't�s• it 34 30 l8 f II z'1 -g � 2 �� 32 - �.�2 s,-�' h RB-9 = - # wN-2 -'' ' t L-5t w SlrCi�li-11dGV� 2FB-I , 24 • 2F8 L_� ' b - '' w - I f I 2F8-3 L_ { 35 ifi.t�wDt:rt. ( aaNactg� N•f 4 fg' l�lpola �rM 4�4u I �-4' ".�.~t_ f�'MC.f32YoN0� �I , N I 2xtd5 - I Is 2T I ' '�J 1 fit. KIT 4'PowDEZ �--- � 19 + / I 2 / nxx"Lm $ R+NI RB-12 G1/2� _ 3L dl 3 p I 13 1-8` � 5-q I g (N-T.5) ,I,4" p- I _. � �r r P 3 ZVo t�--- - (-`-4V4" 00 5'-3''/�Jo`' �' I 1�_m�--J !_ !K 14 MST'fZ t3sT1+ 3'� 2► mot' i Y.o.6M, t L 5 r Bit. B M -PA1�t"FRY LAND 1 t M65Tlt 16. 13 ?•C.PSM ����" # -�U`t' r,2�tD5L,24"aL �1=rl,/z,► 4 _ 11 l 4e-e)")/4" R8-I - tgSfOraE ` � 1 40 30 IPA �-5 " 4 ( '�T>�) � � '1.? 37 i 41 b c lt. ,��>��', M� " - {a pClGif.� IhLLL. M I '- h1ST� FS4Tl-I - a Ab OAJ) , It �'�' 1 `-co`� ` 4 32 l 5 IFS-1 3 IF8-2 9 15 wN-4' ( 37 1 1 B-3 3 � x , QO J �, �2�l n 12i`l y4' i�-01 y4"047.s 3'- / u - MEr. PUeet 4 I I I 1 LN•T.S.) Fail I Y 10 I+ L�r 1-4 GrtSsraT i'd2K! C3rb Rzc�r� as on To i Y ' S �Co-Cp" G �1lJ,G•2 3F, d �+ 11 CX70c.Tram P - 4-uGr�l.lo.5 t,.ey F?a � - � EU D of s'it�►E _ Cx av_'�v A,y3.G. Vla.IEF.FZ, 51 M. Co. i app.VW4 0 0 FAST wok.L cxP uo 5 EG ` - 23 .<«• `o &U I L-D I �,IG '5EC,710 ICJ L27ww5 10 6a e), D�►G cvrJG. -4dvo F;,.*ly Bt..2u6 I u I s:,gors I,'zd Yc 'ax�E L�.1Qtrv�tod�8"Q __:�,tz t W ems.`bP f'tr� t�r.�T�D) 2 ( --r;t��w�, to!@ 8a,•L, NOTES: rlxls sxEi:�r� 'f d.F3M. C ezoom Ftt�1G ) -- - f _t'.tCx'It� 1ilt.: P P M1�'M 42E = ' , 1. 2x4's 16•o.c. 22. Cont 2x6 treated sill t{SPtt7 Pn�r�� p _ , ^�" M�aT�e gaTN 30 3¢ - T;O,W, �x`53/ v � 23 Ccm�.2xnedet,size as shown - i { _M5'fF. R5e. �, I _ 4-}=gt 4 2 2x6's®16 oc. N �, .•, h•3}: .. °` • o ,•" a g 5u `. o :.; ' , T'n t3 M 4�-4'�4� 4 DBL.2x61 top Platt 24. Perimeter aket Ref 25. csdor shakes- N o - - - -f .M:$IL,tJ.`I-�'J © 0 0 26. For Eolith Soffit matetiel,verify w/Amtutect _ S. DBL.2x4 top plate 6. 2x4's(d124'o.c. 27. Rigidireaiilatton R-7.5 ! plywood sheathing 28. Beveled 2x solid blocking 3 ;` ` l �,Jo I g�' i I 9 ; • 1 1 i i'' _N 8. 318'C D.X.plywood sheathing Ref 29. R-19 pnssuone-fit haft insulation w/6 mr1 2X>3 iZ�+ 0 p��barrier at inside b f 1 1, ap 9. 11-78 TJ.I.25 DFs Ref Framing Plans ut=1 P --- / ;' / it -► 10, 2x6 blocking panel Ref face of wan 30 _1`4'T&G,CDX plywood,glue and nail Ref Framing Plans , 32 11. 2x solid blocking.sr�e as shown 31 142"gyps=board,M.R.where noted � MST �unlul:�s Filk KING ($ !(p Jb 32 1`�P6rXi, 12. 2x8's(c�16 o c I FB-l cN,IJtJELro 15 « 13. 2x12'1(4116"o.c. 32. 318"gypsum board(I)►pe'X"or M.R.whew not ew -�G„�►a ri..�.,... t 5 3Z 4- 32 TYPE x I F B-i I ' 1 14. 2 x fine blocking 33. Stucco(7/8') ''X'' I I -�x4 ev�war�ta ` t u 1'f Plr 1 F 8-3 i �, 2 15. R$ to bottomon,Kraft faced:nail 34 T.3.I.Solid 8lociang 35. W Fumng®16"o.c 3 i' 16. Stucco Finish System over 1"rigid msul 36. R-19 haft insulation.Kraft-faced 32 ° !F B-2 - '� 37. 1/2' APA C-C PLUGGED,sanded fact„ CctJ'T 2x8 T`CpE"x^ Ref Bldg.lsle�s �'DOd fluPAN. MI~T. LATH t 6 l+R l�u F ! ! 3Z YYI°E`'X' 17. Ice Shield Ref undedayment(Group 17 1/2 F3oss mor_TAttsysTEM .� i ! 18. 1/2"Panicle Board undedayment 38. Carpet amppmof below grade F I WISH Gc)A7 � ___�.___.�.......�. , I "= 1=p" 4, i � ( I Lp" -� n ! 4 19. Cont 2x4 plate I"=I-d 'V4 Y.5" r r. __ I I 4�13r T-f t°Et' `' 32 I u 20. Con't 2x6 plate 40. 1x wood trim • 41. 2x wood tam TQW U2 tt.R. - V i u - o T.o.13M. t=kP1►N 8cx..'TS G� 4" I, V4 �� $ �(-O 21. Roofing frlt 301! -1 --1 V4 u T.o.iN. I r'Lcd-t:. _ _ iv i P`I LLIsJZ 3/4 4 - 41-5'x/4' BM 41-4 -''N - - - I wH-4, REVISIONS BROOKS RESIDENCE UN CT JOB o. o I FB-3 1 - o I F B-2 c ,'6. --A ��'t� ® r' � / , LIONS RIDGE SUBDIVISION VAIL,COLORADt3 A-1- DATE X 5'' , ° �"�X 5� - -° 'x¢10 M.� /4°f1f1*1T I . (i, (►fit, ---- 5 1171 q'I __DRS. OOI-15 - tart,e!-TS -v STEP " - - - fr / s 13UIL DING SEGT1DW J SHEET a U4 `-V4``It �" � 1 � $� n ,t/I v y 10 9 tJ2''rJb'' 10 1/zt`s Ib`� C a�, 32 �, ��'�� DRAWN BY o ISOM A ASSOCIATES 1J�. 01, cow N C P 0 Box 9 • le coWWo 81631. 903 326-2388•Fax 328-6266 T � �©I� � AR � t � at } 11 - 23-2 3/4-inch, tongue and groove, APA RATED SHEATHING (CDX) , span index 3/4-inch, tongue and groove, APA i t 48/24. Nail with 8d at 6 irtches RATED SHEATHING (CDX) , span index I (!ra't:. � o.c. at all edges and at 10 inches 48/24. Nail with 8d at 6 inches ,.l57. o.c. at intermediate supports. f o.c. at all edges and at 10 inches G,1ua 4rwI per Man.NakS o.c. at intermediate supports. - Give ml I per Gen.Naies T.0.,I, I --J] 1 11 1! ' 7.J.I, 2 5J 'a.c, Ty P. M p 3 J� N , J CV 3 N W U- am-ow 0 5 11314`X 11 Ile ML 9 RoS r- ►- toa ErtD Ire a CL 01Tf F.A T"YP 4 i 3��i�� !�50 4-1't ��' ET__ TTp�.. '— Fo. -N t_ UP °C'r'cc u I�lo Tta. Js,-r. 4,1L V4." 4." ei. cn cN I�`LU 5'ML -�- I I I'll 0 T.J.1/25 DF�(9,14'A.G, 20 r..v.S,ATaP RM eaow) >� Dec1:�I N at TtP } , T•��. 5't.-to'�r." 1 ` IE&I& MEND 2FB-4 F.a�+. N �eN -' 1 I , j ' a� I - I T.0.fir►. (02 V/4" - -__ .^ __- — !, -f-• C�t� {� - 1 - S.S.G, L1P TO R6-2-- ' 'fin^•, ` r P.AT ,40 2Xiotj T.a isT, 5��4'�Q„ ! 19 N 15EI- cvrvN WM�1 2x ca tat cv WbLL I � t1F5tG� T}owri L6Glowl ���) j • I j N = ° 11 t,o.JST 4�' 3y4N IFB-3 _ .t f •� + S r 7.0.5M.��-1 Q �� 1g Z3 $ .Q r ° ao TIC. J6T, 5-1'-4W `;� ; 5 i ..( _ in irc' 'I'-V �17lePTJ.I Tyr a0 if p 11 �► i fo N co t* mil' 7LF6-2 Fo.�M. • - v J I T.O.Qh'1. 5"I'-�' �_ f w H-4(WAW) 25 kL.W,coo G�L Wbt.d, lbsi4us/ V- _ S.S.G. Ll(' 'TbPPINcxtNq) '' 2FB-I • rt-- - ©�Llr IZI&I a I.O.B 5-l'-4 4•' To Rg-G, +, i J J Q - = co 4 ate- 3J cr rl�. TIP 21 `` TIP �A.tND ?I mot ________ I✓LIz FPM '� ovW-r- k ST Is - D$I-.5.t3,• IF'B-2 r N SWPTO KPs-115 2-ICa !L ilo a-4'141 Cs DECV-1wo�" �p�or _ `' T.LQ13M. �1.3�4 BM 13M. T- QS- ' ' i Cf N �,S.G• t1 PTo ItPj-2 , " , M `� ° r=L,q soUTH wA L.L.e ee{� FT �.�`�' R 8-3-2 olyfowl o'O,G 1°' '_ �,�o IFB-I r ___ ____� __ - T.O,W, FL6N W/ f �7,a.151.4�'664 2to 1 i I T , Re>=rte. 0 , 4'-10 2!4tn� °ILCo'�2' `�'�-4'jy"�' 4.!!1j're1`'' wN-fi74s) '24!-OP 2FO-1 c6Erowo) 0 t3>~foN p 2- S _2FB-3 W14_1 21 .F.�_�NO - TO.6fh ST d WTC4i�t3o. N i .14' RB 2 "10-4'�/g• 1 F LOOP. F ''A M 1 W Gr PLA �I 16-1 FL-©o r,. t_ I/4•°=1`Lo H B 1 2 + o�.A►9 tNt.iGcsTEt� -6' Z.acvcvc "M e� � � f93Ttt�tatt?�5 ►� I " ON TµC F2DM rNt�r r otZ, Dft `-1',4" kn.iGSTUc "S•S.G.( RP5.2 lrE1 K �►r� PL-D ws o p -1-I�1 L�3 LEL�r EtL �.1 C>©pC �a 3 D M,�X. t , a0 t r it -�° -2'Z 3-5�i" 0M.Ld�TEiZ L rER Jot N T -23 �, I0/� ,Z�-1"a , .IV4�. 1,�,�, 2�U4" 2, 114" �, �' 5yz' N (.�=5" _414110-A ej, EX r;pw ` _ 0 PX�L--( w f WQSNE1Z. - ® It,FOYeX �� o �wr�tI oM� q l -Qj4 r 4�>�C4��Lz TYP !I Ds.wR , ` 2F8.4 Xa C',,4,15)L rc L c DG'E�. D E..76,► _ 2) �,,©� H 2 3A 4't106�� L_EDC SK USP- MINIMUM TWO Pxot..TSA 1Jo 3 1' _ a SHo2T LEDC"M 59E ,TIONS \ �p�- 3 SL03/4 ' 831x" No ScoLE C2?TLtMN1sKitfT ... T.o.$MIS{ RB-{3 Bt'YOND G13-a } ?,a. 6M. SRIM AS r-EQ'D �° F aM 1).C' E L 5M - F_b5T Wd LL@ FA t-1 l L`r P I CJ H iz 8-13 At3V 'i K I hiGSTIJD _ (. .fog-3� 5'�i" -- V4 -1'-•�t� 'T.AgM. �Y(O i�. SpeitJG LiNI'` _ R P3.2 SET Cc)N N-T1.1•U5 Kll.lC�r5Tl1D ;; VA C.tMiTt> �CD �8U :� 1 i" i '`�• ..a.�..` Q > ��.. Ik4" REVISIONS BROOKS RESIDENCE j T JOB NO. 10.1`aT., col ;� 5 a 2,II1 r��.SiP�GIr � � LIONS RIDGE SUBDIVISION VAIL, COLORADO A- 1 AT 12F&12 5 MCOCO , FKAM I KIC1 ; F LA MS ! 1 S S�au EP (,3/4 It S.G. 4)2xCoIS RF5-4 , ,r SHEET hS.G.cg)2x�s ��, nvcar�r7 zF>3- 1 X4.1 j510 pufw'D F I UX-f- PILL-ER. 8 I"=1 40 10 i%,IL OP �r DRAWN BY ISOM A ASSOCIATES A R PO box . le col«mto81631 (303)328-2368*FAX 328-6M 4 u I6o.G• I!4r _ fo �tl Irado.G, 2- �Ir2u dIo !°2dM1�1� 23-�I/Lot" w z TY • 8 8 T`f R T.tp + 1Yp 4 i©`` + '2 � � z'' Lo" I!LA4r " 4!-0 e , �` ° ' I`-!d�`' _ t 2x t 2' � 5 � t to R` �'•G•. tQ�'4" �t!vlzG 2Y 12 t&P Em 2x t2 Ft�JCS ' IL �+ 114'' t 4 TESL .'o o TM i-ell tv rD -- 2 Tf P �' 2 a I� i i I? °� Q12 QO ccX.t..4i2.TI tom- _ 31 °X 12 A.1.a, N � ' i _ N ' -j" '�. t2 �.�YDUT 3 4 c T- aw,OR ' IeIT 4X&C.- N J QS� RAT 'll" (2)1 NW)u 1!0`'M,L, CZ)I�/�t'X IG,a 1�t+f✓. � �, �t 1 001% DE +A��- Imo-r.� - ` 1 - N 01 a -DE T,& (2-F5 I I a s v ,� � ,,� ,, � IZ 2 --- rYp 24 -t2�I�/4" X l f�lrv' M L. 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Qv t2°5 a,-Pp 4 3 - —_-____I= Wbt.t..A T ar,5tt� U Ll� '2yX!?,cx14100,t.crz I i �i, + 1 . ` ' � !2. ti„�' t2 f2 l2 j 1212 Z'•.I�u � S'i 4114 (p Q10 1 4 2 n �, 22 i 4" �r- PCAM�eta ZIP O S TT• 11 q Q I) MATCH.W I pro.) 1041 G �,, g ►' I z±Q g (21 Caw I IQ�Zd -�~2x4 5.5,�.otit '2x(o •�,s.G, oN. _ - "'fa FL'tz.eeF.,2 I 117-r �' ,��,�" T4 ZFp>-t' 12 �f2 - Cz) INN 1050 H,L, ZOO F M�M 11 ` PL- 4w 1s p'P m 6 A., g�r I � --AT WALL. bet- 2-c t2'c,, {�1 P TO 11'!a"� � � , l AT1'>bCN '�ca F.A��+� !f a D13t, 2�c121S t � - - - 1/�• :.I-p ; c 'w/( WO La` ,lYtiO•G1I.st17E .� f - Q 3 oi, / R8-6. -_ - `�f l2 ,� �'� Nt, ; w>. T CAK 12 - 12 1 '•�4°�wt,t , w �nraSNt IL C1 L LocIG w EIM Mae wis id z ' I ,;� � _ 3 "' l�B'� � RB 7 � [41 N _.__� © p RB-8 2 Y -_to, O c i�;wt2. Ttic., 534 T'i'P.Cu2xt2. EA - — _ .`+ G.L. sive of G, •,, I? 8u 7 " I2 TYP. 2x t2 . l 5 01 w 0 + -s�wcuT t T� g_13 51 DeC>F C'.T, J t2�2X12 RbFT- To RECEIve tl�2X 12 m a7i D& qAw C u T R&iiTMZ LP E&.,a I IDS OF of G-T, 7c >rbGtv<� i CoL.L.b2 �t tl cw.rww M. 3 -A 1 —ra t i 111rEs.U�s q 31 2 I F, �01 r s , F�DMmw r-Hl mm my 3� r�110 �� 811 ; &TOP 2•4X712(iitmm 2�Cto'� 1047.(• AT ©llTSt r,� I`�aCB ` NOTES: ROOF FRAMING: 2xt2+seWtO.C.CU.W.0' i� �j4,� i�©t 1 - '�/ `=1!011 1 '�` 3, ,p , �+ �s�D � ( a AR 1 POOP SHEATHING: �M -'Z�I leu 5 Z`�/t(au F3M l�U>,q MZ__�.W'= I 5/8 inch, APA 9MM Simms t�`ra t^'t 1htG iz 3/'1 EXT, spats; index 32/16. Nail REVISIONS JOB NO. With 8d at,6 inches o.c. at ,, BROOKS RESIDENCE U N�� °I4tt 5 • P�bM i N PL1SN- LIPP9Z F-WVZ1"� MSZ' � �ZooM F=>= all edges and at 12 inches `-' LIONS RIDGE sueavls,oty vAI>_ c Ra O - o.c, at intriate supports. n, OLO DO D TE _ .. SHE DRAWN BY 4 ISOM & ASSOCIATES y _ 12.0 Bonc 9 •f3k,Credo 81631•(303)328 2388•FAX 328 6'166 of y� ' .�1�,L , !0,14 RB-? BEAM SCHEDULE _ CONNECTOR SCHEDULE 2 ,1 �, �,� _.._...._._... , i2 12 12 ; , Iz. M1 K. S1''LLE R-i=-mr2K.5 Mt.2K MF`#G 4UMi5E►_ MF'1~ {ZEM112t4-S 12 12 iZ i , � 12 S.f3, *SPcGtOI. P.�i.ill.C� ' F P.�EAme (! cc5'/4-4 5tMP5:3n1 tz�, !q/13 CZ)014 u X 1 ta° M. b. Q2 LJ 214. RB-f2 R13-Q Co'�/4" x i5° G.L ARCi�. Q3 Sde2iO $ 12 #2.13.3 t2}1Vdt SCICo ' M.L. ® SUL514 siMt�! ++; CZP.,-4 (2) i�'4 Xi(.`' M.L.- 5 S. P3. REF, ►o/ 13 1.2,45/12 - �_. --- rzFS-5 Cz) 1)/4"xIW' M.L. © G. Ps. �Er. 1ot13 , 1,2,a,5 8112 M - 1� tZh-� (2)1314'`x Ire►° M:L.. �j CCQC, SIMPSot�! t+ t- 1 - 4' " 1 t2� 13/gx I(°'` M-L. ® M SUL�414. 5►Hf�otJ t�, f3 M• �" * 1 } to C37IGd N 41 r7 ft Fae- M,SC. Rg.a tMB!''A 15't cx-L,. Aecr� t Go.5. E F 1-11 13, 3,(:,,-1 , 131 {2 u ra.r3. �-t 8 �g.`t �/p�►, X fS�C,.ty. ts+e 1d 6.5 EM 11/13 S/t2 O L3)Ifod FEe.�sN�t, i 4E3-8"14�� ) n, I!PS'-lD 5W X I5" G-L. AeCH 11 5. t3, f-� !2/ 13, Ge '1 #Z c� RB-9 R 8 ,f FtS-11 =5vel)c IZtI G.L* Arur+ !2 01j zE, 5►MPS 411- __ _ _ RB-10 s Kl�w #2 (*2)11 4'`x W M.[.. 13 N112 -2 5(MPsot - , -� 4 RPM- I ra g''x 15 Gt,U� A��N t4 ILt 214-2 Slr�tt�a N (j�tl w 2 9D- 14 (i) 1%4'X 16'' M.L, 5 S.P.Q. I!�►id► tfo ITT 11,Yob SI►'lPSotJ � n MITI!-2 LUZ 10 /�, a I UT i i 1 -Sa T1014- L \/iEfz-- L: 4T?Z-f 9.OD F 5 1•i t�ili= U1'('E�xt.. �'Fz:%f r�,,.�,, � ® xa. : 1ev 15 traa�t'ra►' ' 1 Is,;1 ►� ---' HsLom F,� 6m e:, 2t L14 10 stM> N 1l/6"t�.L, R=F, 4/11 C49 CIS-3) 2 H0.111-2 °• �a:s. + ,, 5t ,� r ► , ,� 12-D + �� 2XIZ'5QV4L. Ht3-2 WH- i SIM, 1<EI+, Q If E (0/it 2� 1�US2lo-2 �-ri 4-� z 4-G�2 �'`' '1-ta A'r7aC1~r veo .s'p�� Hf3-15 C2) NuX 144 M.L, REF. 2/117 cc Izi3-co), 3/I S 2a HU414 RB-11 Y21 R8-11 _-a'' Lbgr f'.x».,T'S . H#3-4 WX12' 0k.L.• 1ZQ`. 2/14 I=ST 2i�5 SU22!o--2 comp-oo h'J 1 UUU HB-4 ,L� ��9 -H B`5 (Z) 1'�'4rX14" M.L, REF, IIID CCtzg•`� � ® 5.t3. :S� 9A FTM5 ! i2A FTMS, M,t31Z r N RS-12 - zp-rit-f GmF - E� AcE-Cc, SlNlt'SoN • 5oct�1 4 t6 If .! _ _ # !fie M.BL.. 28 c G4 t1.. P.lETWEI� M,F3e, m 90 Accp StMP5o1� WA � �YeY F32'G, 2._. P L.oc� rL- FL-0 Olt Rzb.M eo 32 S.�. CLEF. 12/10J B/10 � � � � --sue � 21��•( Co''/q°k 21" G.L. W14 33 5. REF. II/ 10S 9110/#0 2F13-2 (0''x'4'' X 150 C* L,. patµ ® LS°IO SINtPS�'K.i RB-10 2wZ FlERF� I!q9 2YI251I gFe6ctb('>�'P� 2 F54, (oV4 u X 19)TCx AIZG ►2 i2 (2') 2'9 12'S-&TOP--WbL Lj 4 314�,.1'.pr ��T r-L.Dc rz- i� ez6M� �oF Ffr1 M I W-A PLA�4 - Low=-K �.I�I'TR.Y 'MsTIZ . ba:)1±-'ooM gmmp - ,� It✓g- 1 C""/4d Y, IV'6.L. a��r•+ 3 ,o' 12 11=x•2 G.`�4`' X ib"G.L.. t1Jtx15T n �tZ 3-4 foR cot. f�tr1F► ' 12 13 12 C�teF. IDf 3 O &"X l(pu C.M,U.Gc . 13 RB-7 �'°'�-• W I M now {�E40� Aft D ncvze o 3 I I Z 2 Sdtl�,�a� R►�. Cpz # W H- cu (-;tf)14PA WI4_1z eon 144 115 r Pat Pb" - ._., NV 14-5 tze.F I S� 15 _ 2 4 13 w#•+-4 (3) 13/,�t'Xi�"M.L. c Ahz&rw PCOM Hots'_ NQTE. c-0 ALL C0kNEC�TOK15IFYcvL1NT � L.vC:o?IoN I ( c3)i�dFM 2 _ WH-5 (3)13/4�iPP M.L.. IZ>F, ">/iI E RB-i l P4N4mt_ -' I5 c.M.U. FtL-L.r.z�wL,. R B-8 1 T.O's. _ a... w 2 1 cL Ott + t q 'STUD Cpl�«l �� NOTES: (THIS SHEET) 15 1 - 2x12 N�►tt.s� 1. 2xfs(r 16"or. t - - NOTE: i. c,0N r-acrolz sNoLL V©zIFY- L.CC&TION,COLIWT 3. 2. UW6s 2x10's®16'oc. _V40"ILa"' LEN07H of ALL. CMS 4. DBL.2x6 top plate -- 2 13U#LT- UP M t Gi�17-Ld M FbEG t`1 S sly/�LL. t+ ASi6�M PyL.E D S. DEL.2x4 top piste f Mr- MbNUFACrUZE'5 r-W0MMEMC),ATI0Qca(U.R0.) 6. 2x4s@24•o.c. t, 41/z' S7/ty' 7. In-C.DX plywood sheathing 3• I'�" �� 1' ' �� �Z LEI:M 1!Co t' 8. W C.DX plywood shag Rees co 6 � � 2 y A G11g'' A''0- 9. 11-78 Ta.L 25 DFs Ref Fmmmg Plans 1 ga �o a - t t 10. 2x6 blociong pond Ref ctxlhl tl7 INK �/4'�'M,F3, o. . J� '���� M tlajr t/4 of tA_ S/4 V4 a IL ii r ' " law #a `► 11. 2x solid bloc wqn am=as shown //��c.2/1 13oi.TS(T ..I B- 11 �„ Ir„ - .� ' Uf • 5IQTRY (ccc"` t' 'f it I r 4 I/4 - 13 2xlr @l16'oc. G�� '�i/� i $ t ��� _, a Zt 2'x'4 2 y4+ - 14. 2 x Stn bloc1dM +- PL -W V#Ew ,t., PLC N V r Eve,/ Iyy,' -- 15. R-38 ban msulatron,Kraft faced:nail __ �•r>3EN•T hG '1ft�"13 El�t T iL. 1 f I i'� - 1 1 I/4 t 16 flanges to bottom of)slat • �a co = I�i '-1 I , �." , 1� '' ' p ® r„ -� 314 X S 1 �' = Ref M4 Ekw over 1'ngtd msut :^ :\\�� oOtrYIEG Ztl Oc 17. Ice Shield Ref mop •�..... j�F 5 P�•C.e7 - _ ��, I i� r I /, a � v _, 18. 1/2 Particle Board utsderlayment �:� Y R .• R = I lS'`1 - I ,, �. 1 4 a - 515 M.B I -' 19. Can't 2x4 plate �. I _ _ t9 �� 4� Q n 1/ " / _ 'lt� 2i. Roo't 2x6feltplate 3199 _� on .. t' N / /Q'! }'1.F5. (I 22. Cont 2x6 ptesore treated as11 plate aN ( , _ ._ . EPP V I E.1h/ S 101, VI EW iip-mos t� r u 23. Can't 2x ne er,sire as shown � �'��'`�' ••�•:• v\��� 9 ( T �i4 X 24. Peameter drain,Ref 'a/4"- 1=�" �' _ _ -� �" �,� ylnE 1�{..I1+`�( L1C� i�A."}� �rlrrumutiu� 2`�' s ° =,o -0 "' W_ -� - ® Go N N�cTCJ tZ ® C P. .#2 CcA Lb r_T1 ES) a-n o N sl vEv l�,v 6. For fanish SoHrt arataial,veafy wlAr Ct i yq r N N i 41 f 27. Ragid insulatiaat R-7S M - 2'' Ca �\j T(�R. �2 F 5-4) 28. Beveled 2x solid blociang �/b•Tit�N Q -_m Gtl�RT 18 I i�.I!D t► '-'_' 29. R-19 praasiar.St bait insulation w/6 and polyvkueen vapor bailer at inside co N.<S ASSNawN ©oPRIMD cvNK!�TaIz Q face of wan 10 1 p 2N yq �, 1 � � 1YP.�,calz, r� 9/!3 REVISIONS BROOKS RESIDENCE r Joe NO. t4v�M.h TY P l llo"PSp-tT >#. -R b y _ .��' ®� CQ ® ,�, UNIT 14- 11 K � �' � .- LIONS RIDGE SUBDIVISION¢ -® 't ISION VAIL, COLORADO .. DATE (3)2�10+3W/ (2)2�r�'s w/ 3 >� 5 A 1 cr t'� �z It.�►' ►t2" A-.•(wooC� lh.w �.`f�o�o0 +� Il2"Pt.-•fwq�+ra � STEP L Cz;Wj 6GT0K IS C r-FH I) - mrdt L.- c©IJIJ.( S . r COWN ELTOK 5 t_:.A M SC H EDUL6. r 16 1�M�IC.-NO'Y.,AL.9_ 19 "hlo ` t1lf; ► SHEET i.ie.1 L Gu.1!x t� Crime, 12 t,�11-�'3 'ys�p ARCH®� y DRAWN 1�Y © ISOM & ASSOCIATES P 0 fox 9 • Cot 81 1 . 30 • 13 ,a�g� 14 ,►��_�j� 15 ,�1�,Liz-+rem.- _ _ �9 0� 63 t 31328.1388 FAX 328.fi26b _ of . DOOR k SCHEDULE WINDOW' SCHEDULE - MI&M LAGL�n4lU 5't J=. PAM I:, HAr. =IAA DET&IL5 12i tl tCS h�K UUIT WpE ga11ctN oPENING FAAMF- F . _ TYP_F _ MF'K.- M&I'MAL FMsH r tieort,- %mF- H�D J�4 i B 91 L.L. W Caw C017)Caslc*sj !;.CUD CCeE vri Lo- L\\\] � .�Fes'- t � ,, tt I S ISt1 L.t-�C1Et'10� A Z b �Q J 3/�. W p W D � I FIXED A I 3ik X 1 2 FX �AGt_ ,�oo o . ,�h REF. 4/2 GREAT RM,f bcTrs1Z10t� C 2`-G" 1'-b" J 3�4 w/TRdN�M ,rzEF �F 2 1/2C S428 H s`-6,vz1l X 2 911 �X 1� isc DL. rc 418 3 M5fQ.8e,/ ExTm.10R. G 2'-8'' I'-o'' 11*4" 3 FIXI-D F s-co�� k 12'-o° FX 1" INsUL lZEF. Alb 4 -MEM.Pr-/ b(TEe I o R c sko", I-, d' I'V 41, W/TIL&M50M , ZEP(D 4 F 1 xE D Gt 1'-6�A 1=Co''z, �x {'' i 1J�1L, R e F. 4/6 5 �rdl'-kG'rtl. D le;-,Or -1 Q (3/4r WD WD 5 FI)4 ErJ G 2'a 2'0 112 FYI INSUL tJSLJ 6 r--QUIP R M F- 5'-tp'` ]t D`' 1"44" fl,M, H.M. 6 FIXED A I'-2"x c,'-dl2r Fx4 TEMP tr 7 501 LP-r. R-M, r-- 3'-0" -IL G)'' lt14`l 0-f. HA 7 J -J s Su Xcl I (O" fIXCDw/ I'II4SUL IWSUL.GSM T TEM P. R'E� �13 or t�Eao amrz r 8 L&UpOr`Y/S'rocAaE 13 31.-3" -I'00 It/4'' w 0 WO 8 K 2L S'X I (�{{u i`x t� Mmr EF �/6 �N,c I)Opp HHN0 Przv-MD�ttCSE�t�-124 , =c, w/W eeva 9 LOWER H&LL 15 21U' -1=0" 1'�4►' Wv t„!0 9 E 1/2C--143C.r, N �'-Sr X 3`-P>'Lzu FX IM P IZEP TEK LbP �✓0cw:l5 t0tw1 L By 4 C7 10 L,Ow<R MLL/Gsetri� P> 5'-0r 1-'0' {*/4 M 1He DK, W/AUTO G,o-bEZ 10 P- 1/2c 502Co H x 2!-l/4" FX I`I WGO L rz�F, a/6 - D 11 MSTP-. 8r- A 2'-to" '1`fl'' 1*4" W I7 WD 11 E.18,50- { P-5 I i Zarb x 5`-O'�2" Cwt 7 TMK R L ZzEF G/ ' 12 MS1R, F�fZ A 2'-4.'' I,-Op IV4`' 12 3a3ca 22 G �Oriz" XZ'-o '/2" 4wMQc� 518" iNsU ND'2 J{,-'T 46L1� �02Q IQWL. \\ 13 MSTR, F31TH A SL40 1'to" ICI[}'' 13 E2050MoSO0050 D 6-6'trk Gp'-DI/2 r' GsHT C��r 1►J�vUL -GL, TEM P = — 14 MsTr-• IhoTH G 2L4" I-'or IV4r 14 F-IaSOF-IO 'OEI1550 G 4-`--4" X 1vL d'/zr CGMT 1NcutL FL1Y�H H.M. l \\ 15 M5-TP-- P�&TH A 2"41' Ind' 1*4`j 15 PIxE-D I 3'-o`h."x 4L0'10z Fixes raeINsUL 0 wcon - INstlL. E -2 { LoLJvwzS 16 FOYER- cLV. H 'ZLtar �'-o" 1V41` f3lFQLp 16 E.I/2c.4�24 H 4'-a`�ux2L4r�x'' FIxE.D I" ItJsUL i t� i r ` i t U 5/p}`I WSLIL 1 ` I 17 FOYE r- A 21 1-O IV4 17 E?A5�E3c �s<2o5Ga D "l-O�2 X 5-[��i Cs�tT TwiP „ � u u r �, �� „ Ix- 1"IWSUL -- � _- --�- 18 p'AIJTRY A 2-© '{� ��¢ t8 FIXED Z 5 4� x 5 0 2 F co --- C� - 19 PoWD1rl- K.M. A 2`-(.'r ��or A4" 19 tE [� S''l��'2u X S'-Co'fj,' CSF1'1 -�►tLt✓ �w/UOl7 CL�.D 9"ItJStJL 20 13 wzczvM �2 A 3.o �Loll 21 MX>2c4'1 �2 GLo. A 11.00 22 15&To # 2 A 2W I'-d' ' To M&TC.R 2 p,,AT'N -03 A 2'to'' 11011 14/4 if 24 FAMILY P-M Z SLO' (&W INp WD r FCC I7X �c Fx Fx Fx �1 FA L It Al 11 1 Door- GT-r L-.er--- NO SC4LE , PLOY r D E t IF S'r2UCTUIZAL Fx N jzwNF. ' FX FX KF.A' ELIW TYP t COL N F)( Fx Fx - _ 2 W Ptte.rt E �- � r Ham+N c I)oPP F��Nr7 wlNDow nPEs 5CaL E �. WINDOW NOTES: 0 L+LL BLAZING sHaLL MEET T'H5- 2F_QUI2 MLN r-5 of CHAP, 54 OF 114 E 1991 11.131, Fie. SaFETY OrL..&Z I NGt. L�.r�i�•��.7-�aC�.sa�,�,,.�.... Q ;!ETeiZ 8u J L.DI I'JG M-MIAT I CI-JS FOK VEjQ T UNIT Cow F 1 GU M&7 I o N. WIlsI0W KF-M TO Rr4vi0E- ALJ- t4S604c:;,tLrL DZIPS a Q D NaIL>=>�. FINS ®� C ® REVISIONS BROOKS 'RESIDENCE DENCE (� �- JOB NO. 8411 A LIONS RIDGE SUBDIVISION VAIL.COLORADO• ", DA E S E O �9 is A D00R4 W1WDpW SCNEDUL.Ezo r. d SHEET ry A DRAWN BY ISOM & ASSOCIATES 14 P 0 Box 9 • le.Colorado 81631 • 303 328-2388*FAX 328-&266 Ea, t 1 of LANpSGAPE L_�,6eNQ SITS DATA � nym VV L 7_Y PE SIZE N TFV \C 1 A- I TI�AGT A-�. E\/c_ K6f'cCN ID' To 14' `TALL CoyCIZAGC. J U N I P C� - 5 GAL'. - 34- b R IV SWAY 1,7 4-0 S q. FT. ;3,4-9?- S Q, F-l-, X15 Pahl 81 �'o (O' -TALL 14 E5UILbl,N6 . 2 ,778 SQ,F` , 2., O4-1 SQ, F-T. _ — -- `✓'xl ' l_ANpSOAPING 16,607.69 5Q, FT, [0)76 Gam., DUT5IDG U6HT -(A,�-L; -TC� trig ,DI���T�D SQ. FT, -rZ)TAL a 1 , 1 a 5. lob SQ, FT 16 ,315 . 28 SQ. 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