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HomeMy WebLinkAboutDRB18-0083_Approved Plans_1523902638.pdf l eC 47, iv DRB APPROVED 4/162018 12:00:00 AM 0=53'07'48" A=4215'41" R=25.00' R=50.00' L=23.18' L=36.88' T=12.50' T=19.32' C LEN=22.36' kq T i C LEN=36.05' BRG=N 83'09'26" E SOS —AV BRG=S 77'43'23" W R, A/ Cy GA S METERUS 8 j SjPAVER WALK W N ,,,e10 R� v) ALR===3102316'28724' 7 362" IMPROVEMENT LOCATION CERTIFICATE tt,, TV PED :16' 04If X40' 0' 20' 40' 60' I herebycertifythat this Improvement Location Certificate was prepared I _ 7, for Tait and Sarah Johnson 22.40 T=16.42' that it is not a land survey plat or improvement survey plat, and that it is PARCEL B-2 I 11.60' C LEN=32.84' not to be relied upon for the establishment of fence, building or other future .021 AC. WOOD BRIDGE BRG=S 69'35'24" E improvement lines. I 2s I further certify that the improvements on the above described parcel on w _ i.1 11.3' s FND. #4 REBAR this date, 3/9/18 , except utility connections, are entirely within the I 00 0 21.5, — 9.0' N2r' ?•o' / boundaries of the parcel, except as shown, that there are no encroachments 9.0' �* / �^ upon the described premises by improvements on any adjoining premises, ^ 1 00 d- 3 3 / V\ except as indicated, and that there is no apparent evidence or sign of any I 0 - P TV PED easement crossing or burdening any part of said parcel, except as noted. STAIRS/ENTRY I z� �� o o // PHONE PED \ ti of d• `v FND. PIN & CAP I CO d O / LS #11413 0---- — ---�--- _ / S 81'00'12„ E / Mason L. &rr L. T 0.7' I� 0 22.40' 0 5.4' / Colorado P.L p 3823 p % 20.9' S 81.00'1 N 81'00'12" W / 38233 0; �o.s' ` 2„ E 47.70, 10.40' 0, 18.8' O >- 13.4' 0 4.3'0.40' M roo / -IN [(/, L DECK 30.0' 4.0 r 1. Date:__0o ,/Is/FIs Q I I PARCEL A , •• - . / s \ .opt . / L BLD OH S 81'00'12" E .044 AC. o CO :4',41L 1'���� � 0.30 BECK BLD OH N : � / ��� 00 n O d O ' / STUCCO o �� PARCEL B-1 11.0' c6 ^ ad 1-\ /3 N M o DECK 16,1' DECK LAGSTON 055 AC. /, \ I ; WALK to K WI /1� S810p12 E 43.701 — / 03 I 23.6' 1 O - / CV -.4. / LU o1 DECK In CO o zL _ �!� /4 Y) / AD z / �Q�' 1) DATE OF SURVEY: 3/9/2018 LOT 9 P N 81.00,12„ / 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED 00o W 48.00' / LOT 6 RESTRICTIVE EMENTS OF COVENANTS, OWNERSHIPWECORD OETIT E EVIDENCE,THAN DORENCUMBRANCES, Z / • FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. / .1v) h / IV 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL h 1.0 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS ,�^�o' // rycV AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE ICO THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN o PARCEL C HEREON. cL .408 AC. `°� / EDGE LANDSCAPING CO 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AD / AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD co / BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND / SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. / 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF / EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE / ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. / 6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND MARKING THE NE Sc NW / CORNER LOT 6, BLOCK 1, VAIL VILLAGE TWELFTH FILING, (SEE DRAWING). / 7) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR / MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON -*•/ FOR ADDITION DESIGN. / 10.0' / UTILITY 8) 0.5' OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST / EASEMENT BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. / 9) POSTED ADDRESS: 3245 KATSOS RANCH ROAD. / N7 / 10) THIS ENTIRE LOT FALLS WITHIN THE ROCKFALL HAZARD WITH APPROVED MITIGATION in49 9.29'32" W 91.0p' /TIE WALL ELEC TRANS RESOLUTIONNO. 13,UN PER SERIES2000 110/17/2000.IHAZARD MAP ADOPTED BY COUNCIL WATER _ E PHONE PED _ •qfr EM --- ,s,YIJO ELEC METER ©TV PED • ................ FIRE HYD / D (40' R,p.W•) RANCH ROA IMPROVEMENT LOCATION CERTIFICATE KATSOS PARCELS A, B- 1 , B-2, & C _ LOT 8, A RESUBDIVISION OF LOT 7, BLOCK 1 41199 HIGHWAY 6 & 24, EAGLE—VAIL VAIL VILLAGE, TWELFTH FILING P.O. BOX 1230 5331LC.DWG DATE: 3/2018 TOWN OF VAIL, EAGLE COUNTY, COLORADO EDWARDS, CO. 81632 (970)949-1406 DRN. BY: M. POST PAGE: 1 OF 1 JOB No. 533 1441; jil ,1111 it ire X PROPOSED ADDITION 170 DRB ACCESS ON EAST SIDE OF APPROVED 4/16/2018 12:00:00 AM PROPERTY. i } r �j}.. i. I {r �•r. KilISOs . . f *Contact PW for a separate permit for any staging, deliveries rte. { RIA within the R.O.W. @ this address. • Cil :.. : x AD TURNIPSEED . , -'!. a, • O :*-6: a ." /4O ARCHITECTURE 1--] r�+ PAVER WALK TV opt / INTERIOR I CONSTRUCTION F (40 INTERIOR ❑ESIGN . 1 , RT TV PED , Y��N T PROPOSED ADDITION - ii���� St* �o°� , • • • V• l ACCESS ON EAST SIDE OF SINCE 199s GAS METER — ''' '44rAir--1 - 1 • _ - _ _'q. \ S/ S PROPERTY. PROTECT ALL t. -� - - 1 - EXISTING TREES, LANDSCAPE L-w y I f -- PARCEL B-2 / WOOD BRIDGE _l — GONSTRUGTION ACCESS AS NEEDED. r �- - .021 AC. / — FULL RE-VES, RE-SEE gr IL i XIS/ ?�5 NEE17-G , ' ,..k, _ . • • --- -- ___ __ _. I �V - f2s3, W ,... - CK r — — _ — — FND. #4 REBAR Q I I 1 II r6111111111: Q/ ' �` -` + II Al: \ EXISTING SITE PHOTO CD - , r_ t.o r I^ II ui �' I TV PED �} II 11 z / P TV \ W EXISTING SITE PHOTOS 7� STAIRS/ENTRY II I"/��/�� '� ��� PHONE PED Ce ' II •��#��r' %/ tq FND. PIN & CAP ' II IZ %I`'�����/ / e� /a �/ LS #11413 4/ \ \ i i • ' I II II —_______________—______—, - r 4 i o edifv- .-- 0 1— f ' 20,9' II EX/SITNG EXISTING SITE PHOTOREM / mumi }- _., C.77.7777 f / o + I DECK PARCEL A Q f� I .044 AC. I Q � _ I E�(�s 0 ce L _ BLD OH NTNG ; / Z fil!r:- WIPARCEL B 1 DECK BLD OHII / < =�,�{ � i �'rZ I .055 AC. II Vei.•• I —' I 1 ZIx mss' ' _ \ 1 I STUCCO W O ,..... .. .. ,At . �% 11::_.-. -,- • W DECK i \ I I ��I t � '. I I Ce 1 DECK \ / WALL Q - ___de VCeo Ce I / - - _ _ j / FLAGSTONE (n •- _ - . -LL ,.. �a I WALK O Q i: � -. il . , ' . f N L�4: W co I Ss .1 _-.,-. ,.. • .., IN. CI ITct AT:: - . � . . s{. ? r • _ / DECK Y;f _ , . VI' �'• o I Q CO/ z 1-4/ Lt's / o ' -'/ / CV #2 z I / �M DC �' qLOT94-- PROPOSED ADDITION Z IN VOID SPACE UNDER EXISTING ' //'D L016 0 GARAGE. I °M Cn ryN *See attached Engineered Letter confirming / that building an addition below the existing 1 q� / / _ garage/deck is acceptable. ' �� O PARCEL C 42co � .408 AC. / Q Fire sprinkler system will be I (5,00-_, / ED ELAND N YG LANDSCAPING required to be installed in / _.-- _...,7._ / a• ccordance VF ES ��c-,_ - , < installation requirements . ISSUE: DATE: EE! S :RB LIM BUDGET SET 12.15.2017 L,_ � / CO 1.10.2018 �� , 2.09.2018 ' � � FINAL PLAN-DRB �, � � DRAINAGE PLAN, EROSION CONTROL EB ,.6,1.) PERMIT/TECH DRB 1.1 SCALE: 1 " PER 10'-0" NORTH 1 /C.'. -IS / / NOTES I — BASE FILE IS ILC from EAGLE VALLEY SURVEY I / / 5331 LC - MARCH 2018 / = / 4� PROPERTY LIN - wV N 7 9°----2 / E Da W9I 00 _ WATER VALVE — TIE WALL ELEC TRANSE WV s� ''� O — �/� ` �i P PHONE PED M EM 'f0 SCOTT S. TURNIPSEED AIA ARCHITECTURE — TV 3/y O ELEC METER TV PED & CONSTRUCTION INC. FIRE HYD P.O.BOX 3388 1143 CAPITOL STREET, SUITE 211 EAGLE,COLORADO 81631 O •\f - 970.328.3900 WWW.SSTAIA.COM 4p16 •\/\I > RO P.\ D 4.) PN CH D \(p\ASOS 1—as A 1 A1 . 1 SITE PLAN - — LANDSCAPE PLAN le OF 1"4" 14;4RI 7.t LI III �0 1, A4.1 DRB APPROVED 'III4/16/2018 12:00:00 AM IN eassaiss ■ pROpER7..'LINA J El J EXISITNG -POINT FROM ( EXISITNG ILC-533EVSURVEYING 1- 1- V V d a a 1 18 Q a ill ul tfl 0 ■ 0 EXISTING PECK \N TURN I P S E E ❑ a a - 0 0 ABOVE uL o[ a IL ARCHITECTURE I I CONSTRUCTION 'p I INTERIOR DESIGN ■ SINCE 1 9 9 5 at N r--, -POI T FROM ■ I I ILC 533EVSURVEYING mie I J y � L J / Eil.XISITNG EXISITNG ,.....„ EXISITNG EXISITNG al EXISITNG • • I • I . W • 7/" IJA . N Mt-NIL' �o .., -ORONTS� B� . .:, , „ Q / ■I o W I N I di _ All XO if A 1 I: C +' w ■ '? GR,�YNiLSPt�GE a Ill 'ilii A Z PRjQP05ED Z w N Q 7 GRFA CAILG. 0 AS<5'-0" I- ....'...... ._,..., 0 A'Aik- ,t A // I A A4.1 I 2 I ... f.,. A4.1 ? r Z . ,..., , . /�I w GRFA 6ALC. W "0// ELEVATIOI LOWES ' 0 alik 3 .J Q 0 ~ Icr--- r (.0 ril 0 ..._ , -,- 18',9/„ 1 .-I, .41t'- I A •• < = 12I -OINT FROM , Q ILC-SS ILC-55SEVSURT FROM ` 0 I I N �i� miii I I W O iuiiiiiii 0 ® 1 ® _1 o_�.__.__... w / 1 1 , • :====:::, in inommili—_' . F1, ui z co J_ _. - t) w 0 ., III,,. E�s�G G - '_I 111 • SEPROOM III a W Q w - EXISITNG w � � Ail... � P p D III' JO ®II _ II 0 1 � i _ II vz Q GRFA GALG.WALL < 0 I ■ NV1-1 3'2" --- --- ELEVATION LOWEST LEVEL t j i� •- -- -- j Ill LCA Q Ill ED LINEN IN UP5TA1 �!; 4-0" w w W N I I -POINT FR I ILC-533 V••URVEYING M POINT FROM J ILC-533EVSURVEYING I 1 i EI ' BEPR•• I < `i Ei I EX151TN 1- 10 I - V ,r,_ Mili Eli MEI =I MI MI EIJI EN =I =I Mil Mil =I 1111111 EN EIJI I � �RY QFD 2 � � Lr i. — r Alm 111111M I=IM -" >�UNP. - i I MEG u 15A-71:1; '_ PROPOSED ��``-'H PROPOSED PROP05 w I13'-43/4' 30'-2/2' i I V f\ r I e l J D• POINTI FROM _ -� 1 � yo ILC-533EV5URVIEYING 0 I III Mil MEI Wm 1 BATH CO 1 1 ■ XI5ITNG ��` / \ \\ Q 5 -1-01/SES LEVEL 1 1 sE WOMEXIS TNG I o •,\\ cv 1 `� = 1 EXISITNG 1 - r- � -1.y _. 1 1 5 6 S.F. POINT FROM ROM I VFES ( FIRE ) GRFA 70 ILEVEYING 1 ILGIssE=;;YING _ '/' ./ VXXV L CL _T-Ur -i----I 4 : < N ha,, / , �-1 ISSUE: DATE: V 6 •1 • 1 - �4 4iv 1' PRELIM BUDGET SET 12.15.2017 Ill / 16'-11 0 A2.1 �IIII , -POINT FROM hiEw_ F 0 z III,,: I j ■ =�`- ILC -533EVSURVEYING PRE DESIGN SET DRB 1.10.2018 / NSF ' PRELIM PLAN DRB 2.09.2018 'V } 1 / CO / GRFA GALL. WALL w % I j ELEVATION LOWEST LEVEL ' FINAL PLAN DRB if I- Ill 1 POINT FROM / %/ J II ' Q PERMIT/TECH DRB ILG -55SEVSURVEYINGI 1 I Q ~ I Ij; ` nll � 0 ■ A4.1 I EXISTING = 1 ,457 CU 1iilII of S . F .• • X111 0 1 d - 1 —LOY'4ER LEVEL 1 _ > LOlAIER LEVEL 1 I > w 4 ill ■ EXISITNG APPEP AI I I J‘;‘, A A 1 ,0 1 S.F. 0% (/) NEVI= 1 _1_0 1 POINT FROM POINT FROM y�a -otkr�^� < < GRFA QUALIFIEJ� S.F., INC4_. STAIR EXISTING WALLS ' ILG-533EVSURVEYING ILC,-533EVSURVEYING / 9 '/ ,\-- (101)d ■ Q UF'. -- pa a -- DEMO WALLS v ' .k Q 4 F--- - - - - - - ^ fin r _ NEW/ADDED WALLS ' / Oii OI 0E / nor a a 1 1 23'-7Y4" / it fi / j / a a / 1 ■ I d I O 10 � > A2.1 / SCOTT S. TURNIPSEED AIA I El El El El El El El ® ® ® ® I ME El ME IN I 0 GR.FA GALC. WALL ; ARCHITECTURE ELEVATION LOWES 14K/EL ■ G C ' & CONSTRUCTION INC. / i1143 CAP Toa STREET, SUITE 211 1631 / / ll) EAGLE,COL/ , aUU -S 970.328.39000RA OJ SSTAIA.COM / II= = = = = = = = = = = = ti sia I // ! 1 ,0195 • F • A - 3595 • F • + 1 , 1565 • F • B - 3595 . F . (deduct next p L _, A2 • 1 LOWER LEVEL 1 — -. I 12 1 _ - + - 1 ,457 F B L WER LEVEL 1co A2.1 SCALE: 1/4" PER 1 '-0" NORTH II = LOWER LEVEL 1 lim - - - - - - - - - - - EEN ® IN ® ® ® ® ® ® IN ® IN ® ® ® ® IN ® IN ® ® ® - - mil - - FLOOR PLAN 0 "P4 ,r,.0. 4,:s.Pod at (74 GRFA CALC.WALL ELEVATION LOWEST LEVEL L ')ARO.'#r GRFA CALC.WALL GRFA GALL.WALL DRB -- --- ELEVATION LOWEST LEVEL ELEVATION LOWEST LEVEL APPROVED 4/16/2018 © © 12:00:00 AM 32'-0" = = / / 40'-0" 20'-0" I 1" 1' 1' _ MAIN LEVEL FLOOR I MAIN LEVEL FLOOR I MAIN LEVEL FLOOR GLG. LINE Y 1,L L (2 ) C.LG.LINE GLG. LINE YsiAL — ( 1 ) ���%/_�!!rr�/' //�% 1•BALL ( 5 , TURNIPSEED WALL = 256 S.F TOTAL WALL= 1 60 S.F.TOTAL ARCH ITE C T U R E WALL BURIED = 57 S.F. WALL BURIED= 5' CONSTRUCTION INTERIOR DESIGN A'/' ����/�//////iii. / SINCE 1995 \ , LOWER LEVEL SLAB LOWER LEVEL SLAB LOWER LEVEL SLAB GRFA CALC.WALL GRFA GALL. WALL ELEVATION LOWEST LEVEL ELEVATION LOWEST LEVEL 4 ak A2.1 W 17-0" 24'-0" Ci MAIN LEVEL FLOOR MAIN LEVEL FLOOR 0 iI C.L.G. LINE GLG. LINE M I LU ?MALL (4 ) ?MALL ( 5 ) LOWERLEVEL WALLS GRFA DIAGRAM WALL= 136 S.F.TOTAL WALL = 1125.F.TOTAL WALL BURIED=0 S.F. WALL BURIED=0 S.F. Z X21 B Q SCALE: 1/4" PER 1 '-0" 0 LOWER LEVEL SLAB LOWER LEVEL SLAB _ Z I A- LOY4I!S LEVEL 1 0 a CO WALLS A = 1,063 S.F.TOTAL Q O CO WALLS BURIED A= 352 S.F. COC Q = 0 o g GRFA GALL. WALL W Z O ELEVATION LOWEST LEVEL ect —I O A2.1 = FGALL.WALL GRFA GALL. WALL U GRA ELEVATION LOWEST LEVEL ELEVATION LOWEST LEVEL = Cl) J =0= - 8 - LU 0 Q / 34-0 / QI 1" 1' 1' _ I- 39'-8" 24'-0" Q IMAIN LEVEL FLOOR MAIN LEVEL FLOOR I MAIN LEVEL FLOOR In mCr CLG. LINE GLG.LINE GLG. LINE LL ( "7 ) W 0 "ALL (67 ) "ALL (8 ) M o• WALL = 1 1 1 S.F.TOTAL WALL= 272 S.F.TOTAL W WALL BURIED = 57 S.F. ALL BURIED = 75 S.F. O LOWER LEVEL SLAB LOWER LEVEL SLAB LOWER LEVEL SLAB CO ELEVATION LOWEST LEVEL ELEVATION LOWEST LEVEL 0 9 10 CO A2.1 __A2.1 N— CD O 14'-2" 23'-7" 10'-0" 6'-4" N / MAIN LEVEL FLOOR MAIN LEVEL FLOOR }� 4 C.L .GLINE GLG. LINE1 =L Q Q ISSUE: DATE: "ALL ( c1 ) Ysi A L L ( 1 0) SHOWN WALL PRELIM BUDGET SET 12.15.2017 1 CO PRE DESIGN SET-DRB 1.10.2018 WALL= 113 S.F.TOTAL WALL = 188 + 50=258 S.F.TOTAL I WALL = 50 S.F. I PRELIM PLAN-DRB 2.09.2018 WALL BURIED=0 S.F. WALL BURIED =0 S.F. I WALL BURIED =0 S.F. I: FINAL PLAN-DRB LOWER LEVEL SLAB - LOWER LEVEL SLAB 0 PERMIT/TECH-DRB if- UNIT �-✓ WALLS B = 1,1 3 1 S.F.TOTAL WALLS A+B = 2,114 S.F.TOTAL = 32.8% WALLS BURIED B = 368 S.F. WALLS BURIED A+B = 720 S.F. CO MAIN LEVEL FLOOR UNIT I - HALL LL (2 ) ..LI1 IIELOORI5G/O OF 2 � 1 (gross floor area Lower Level) = 1 1 8 S.F. GLG.LINE „ ^ALL ( '7 ) cn 411 - ' ''' ' IT. 4 . E EEXISTING LEVATION OF .0 4 ING13H2V5 IT LABELED AS A �%O � :"%j� ��� j//��%�i // ////"✓ E// _ .}EXISTING DRAWINGS HAVE IT LABELED AS: ELEVATION OF 7 1'-1 1 %a" 0 v 0 SCOTT S. TURNIPSEED AIA ARCHITECTURE & CONSTRUCTION INC. UPDATED 3-29-2018P.O.BOX 3388 LOWER LEVEL WALLS GRFA DIAGRAM - 2U I • U 0 L GRFA CALCIS EAG ECACWOW ADW 81631 L STREET, UITEIA.0 211 970.328.3900 WWW.SSTAIA.CWM 2 \2.1B SCALE: 1/4" PER 1 '-0" r - - - - - _ N - - - -I ai.) ' - S . F . S . F . ' 1 IDEDUCT 1 for LOWER LEVEL 1 on sheet LOWER LEVEL 1 L . . . . ..- _ . MI = = = = = = = .11 WALLS GRFA IS° °F , at (74 Eld 4V 111 1 # I, A4.1 I DRB ',III APPROVED 4/16/2018 1. — 12:00:00 AM • IRpROPBRTYLINE ■ EXISITNG .1POINT FROM EXISITNG ILC-533EVSURVEYING OL V 4 4 IL IL 111 4 4 'ti T o 0 TURNIPSEED o I 0 v n[ IL IL ARCHITECTURE CONSTRUCTION ICI -tE II I- INTERIOR DESIGN I- 7 Z / . n SINCE 1 9 9 5 la lasaiiiiiiiiiii 1----1 N r--, o -POINT FROM . ■ I I ILC -555EVSURVEYING • ® - 4 .....A inJ L J I EXISITNG EXISITNG EXISITNG EXISITNGJ EXISITNG • Lil I % .. M,I o r 1 .. / j /_ _ __ ___,., . ., fr,v , ,.. 2„,_„„ ,/��� FRON r SE / -'/ y q) I � I o N W i j r � ,nll I / I MASTER SUITE < ji%/ a� / Ce IIII • I rf ��%�i I ONONEXT EEVEL PLAN '°II w 7,7/i *J7i, 47-v z A I , _ 0 I- 1 /0 AA:7_,, /; //�j�%ilii i� zit A4.1 1W4fir'g V r , , /j/ z/% _ — 2 w e . e ji )_ u.. Di 4,iui i_ = . 0 /II//// AT EXISTING LANDING r 0 ® Q CI h- if < Lc, O , �s- .471 18 1 <IC O A_ — UPSTAIRS '_il POINT FROM -•INT FROM I 0 Q N ' r ILC-533EVSURVEYING ILC-533EVSUR - , ` ID 6, 7I ISPE PANTRY I LLJ Z o ENTRY oc 1 0 ��� ,:_.. ,\, , bJ L-- 1 Q 1 EXISITNG F 0 ----� v �1 I I� S Q COMMON —MAIN LEVEL- 2 — . i — LL�JJ I��-�I I• NEW RAILING UPSTAIRS _ _ Z EXISITNG `�' II 2///1'. 1� PKT �:�:�\�: I I I O Q J BAR W/ \\����.��Q�� I I 1 ci / S.F. _ ,_I�,� I �lz�=-I-.IVe.k N ,,, , fi I IIIIII p 1 .1 ,_,_,1 ..1 Nie I ` �i� RANGE/HOOID L J II Q GRFA QUALIFIED S.F. = O PER CODE ^ 1 �rr,i Q �� cn � / �� d 1 �- DOWN `� L---� LCA 0 UPSTAI 5 DOWN �� 2 rn qqr TV 4, � I M POINT FROM KITCHEN \ e�im column? \,. PROPOSED / 4'-C' ILC-533EVSURVEYING E- ESI PROPOSE r, VFES ( FIRE ) GRFA O RE-DESIGN -.P. WALL/TVBI. - --- , , z?,;, Z XISI NGIll //' \\\ n 1 U I - 111 . ' 1 1 1 ♦\ ? X/ - 70 m I0 r 1♦ ® Lo 1 // \ / ron I / ♦ ro OkiL I,► I I 1 co 1 1S-43/4" 3U-212' \\\ 1 I / / \\ PRO OSED Z 1 I ADD D S.F. I ♦♦ /j/ POINi FROM I T ♦\\ / O/ RE-USE ILC-433EVSUR EYING 1 i 1 \ DOOR 1 0 1 D IiN I1�ts-- OpM 1 \\♦ 1 ExisTING . 325 • • 1 co ,_ , 1 PROPOSED \ I , N �70P OF PLYWOOD SUBFLOOR - \\\ I 1 15—MAIN LEVEL- 2 -loo'-o" 1 •• /4. PECK\♦\ I 1 1 EXISITNG EXISITNG \\\ 1 1 POINT FROM POINT FROM 1 1 ,264 S.F. ILC-533EVSURVEYING IL' 33EVSURVEYING 'I \\\L __ -11 a_l. 100NEW-- 1 1 ISSUE: DATE: m . 16' 14' 1 ® / -POINT FROM 1 PRELIM BUDGET SET 12.15.2017 //// . ILC-533EVSURVEYING I 1 120 PRE DESIGN SET-DRB 1.1 0.2018 1 / UPDATED 3-28-201 8 PRELIM PLAN-DRB 2.09.2018 1 1 11: — FINAL PLAN DRB POINT FROM / // IA— MAIN LEVL— 2 ii, -M - —A L 21 1 Q PERMIT/TECH-DRB p / / •I EXISITING '1,11, A4.1 ��E� I — I X 1 1 1 11 ,06 1 S.F. SO cf S.F. GRF QULIFIEI7 S.F. RFA QULIFIEi7 S.F., INCL. r I - ,— ,.. A P S.F. @ TV ROOM HATCHED 1 GRFA QUALIFIED S.F., INCL. STAIRS AREAS, ANP KITCHEN HATCHED AREAS. I UP/POYNIN i ENTRY STAIRS EXISTING WALLS A, POINT FROM POINT FROM- ILC-533EVSURVEYING ILC-533EVSURVEYING . DEMO WALLS mecm_mi NEW/ADDED WALLS CD Co Ti Ti / z z E 23' 7�4' i/ / W .ft W O% OL OC //// 0_ 0_ � � Co) SCOTT S. TURNIPSEED AIA , 0 0 ARCHITECTURE 0 0 . a 3388 C & CP 0. oONSTRUCTION X INC. UNIT AUNIT B TOTAL GRFA CALS0 EAGLE,COLORADO1143 CAPITOL 1,6 3SUITE 211 ,970.328.3900 WWW.SSTAIA.COM > F • 1 1 1 1 1 1 1 n > a) MAIN LEVEL FLOOR PLAN 2 CIDI1 ,570 S • F • A + + • 1 A2.2 SCALE: 1/4" PER 1 '-0" I MAIN LEVEL 2 A2 • 2 _ 2 , 834 1 co S . 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F . 46 . 5 • • - — FLOOR PLAN 1 iti" '115 at (74 of 00 DRB APPROVED 4/16/2018 12:00:00 AM EXISTING GLUE-LAM BEA EXISTING FLOOR JOISTS 1 I EXISTING DRIVE APRON UNIT A - EXISTING GARAGE I TURNIPSEED TOP OF GARAGE FLOORING .111111."'--- ` 1 00'-O" GARAGE LEVEL ARCHITECTURE CONSTRUCTION INTERIOR DESIGN SINCE 1 9 9 0 6, EXISTING VOID • EXISTING VOID ` TOP OF PLYWOOD SUBFLOOR +/-q 1'-0" MASTER LEVEL W vp O o 6, 1 1 0 I I I II I 11 II I I I U M 1 U] UNIT B - BEYOND -- r TOP OF PLYWOOD SUBFLOOR +/-82'-0" MAIN LEVEL NOT APPLICABLE Ce 0- Z 6, Q O Z \ TOP OF LOWER LEVEL SLAB Q CI ti Q Q O N— Ct Co _ EAST ELEVATION - EXISTING --� Q = o �A3.1SCALE: 1/4" PER 1 '-0" �—� 12 NORTHU Z o ca) ct O U Z co _i O W v, > n H a co LO W cv 2 lo,.. ce M ,1 NiA4.1 ,I II' I 27-0" t = 0 EXISTING GLUE-LAM BEAM EXISTING FLOOR JOISTS EXISTING DRIVE APRON UNIT A - EXISTING GARAGE I 0 CO EXTERIOR MATERIALS: I N MATCH EXISTING SIDING, I C=S WINDOWS,TRIM,FLASHING,TYP. I CN _L_ TOP OF GARAGE FLOORING ADD WINDOW ` _1 00'-0" GARAGE LEVEL .. (2)3'-0"X2'-4"AWNG r` ---- ---- - I ROOF SCUPPERS DOWNSPOUT // \ H HI\\ II III II j / DETAIL . e \ II III II j / v v '� /-7% DEMO WINDOW /////////////////////////////////////////// ISSUE: DATE: i��rr EXISTING VOID PRELIM BUDGET SET 12.15.2 17 MOVE POOR TO EDGE OF ADDITION j 0 N�,//411 //% 0 THIS LOCATION. 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A4.1 I 17'-1/2' IIIA/ E .. ' ,_ ,, .., TOP OF LOWER LEVEL SLAB O it° 27-0" 0 SCOTT S. TURNIPSEED AIA ARCHITECTURE EAST ELEVATION - PROPOSED & CONSTRUCTION INC. 10.60X3388 23 1143 CAPITOL STREET, SUITE 211 10) EAGLE,COLORADO 81631 970.328.3900 WWW.SSTAIA.COM A3.1 SCALE: 1/4" PER 1 '-0" - - NORTH I _ A3 • 1 co PROPOSED - - ELEVATION U- sOli OF 16, 4 C C elt g DRB APPROVED 4/16/2018 12:00:00 AM FA,/8r/Nc S LOp CLG EXISTING DRIVE APRON UNIT 3 -EXISTING GARAGE HOME OFFICE EXISTING GARAGE FLOOR -SEE SHEET,42.3 4 A2.4 - ` . TOP OF PLYWOOD SUSFLOOR T U R N I P S E E ❑ II II II II II II II II II II IIlf" ii II II II II II II II II II II ii Ii II II II 100-0" GARAGE, /H 11-111-11 I-I 11-111-111-11 I=I 11=111=11 f 4 G s� -111-111-111-111-111-111-111E111=MEI N % 0)41, ARCHITECTURE - ' � A C H I T E C T U E 11-"1-1"-"1-"1-"1-1"-" 111;111;11 ;11 111;111; 1 1 1 1 1 - - - - - C. CONSTRUCTION, , , , , , , , , , , , , 111 1 I 1 TOP OF LANDING INTERIOR DESIGN_ f / / / / / / / lZ / / / / am / �1/%// t X / 1-1 1-1 1- -III 1II-I1II r% r%/r% r% r% r% r% /.% /:% i''rr% t'rr% m/r% EXISTIS Zk/sSINCE 1 99 7. 5 11EXISTING FLOOR JOISTS PROPOSED CEILING °,II1111I / G 1=11=11= / / / / / / / / I S4op -111-111-I EXISTING GLUE-LAM BEAM Fd 1=III=III - / / / / r ' Cid -III-III—I I 1=1I- EXISTING GONG.PIERS 1-111-111 -111-1I=- =111=111=1 11=111=111=1I- ' 1-111-111 -111-111-111=111= EXISTING VOID SPACE _ — r =111=111EI 11=111E111E111E111=11 - SEE SHEET A2.2 _--k- _ ` TOP OF P YWOOD SUBFLOOR -111-111 -111-111E111E111-II1-111= b• L +/-q 1'-O"L MASTER LEVEL -11�-11�-1 �1-11�-11�-11�-11�-11�-111-111- r - 1-111-111 -111-111-111-111-111-111=111=111= p 0 ' =111=111- I -111=111=111=111=111=111=111=111=1I- �n J I���III ��111111 �111���1II IIIIIIIIIIIIIII-111-1I�_ r o 111-III- =-111-111-111-111-111-111-111-111-111-111-1 ' w 1,1„=„1,11„,„=„1„11=1„=„1=1„=„1„,,,....= go I _ W -111-111E111-111-111- r T V / WORKOUT oc 1 1 :111-111-111-111-111E111=1I- - _ _- 6 TOP OF LANDING/TOP OF ADDITION I o TOP OF LANDING 111�4111I1I11IIIII111I11 11I11III=I / p =111=111=111=111=111=111=111=111=111= � � �� / ' 111-111E111E111E111E111E111-1II-III-111-_ -III-III-III-111-111-111-111-11i1111111111111111I EXISTING LIVING ROOM EXISTING DINING CD -1 IEI 11EI 11EI 1 G ' ' -111-111-111- :III-III-III-III- I /GRWLSPGE -I - - - -IIILI- i TOP OF PLYWOOD SUBFLOOR :111-111-111-111- 111-FH-- - - - • 4 <51_0" *I O Gp FL +/-82'-0" MAIN LEVEL UJ -I I-111-III= 11=I I=III-I I- I�I lr -111-III-111-111= H 11111111111111111111=1 - - �/ -III-111-III- % Li 111-I I I-III-III- I-111-1IIEI I IEI I IEI 11E11 IE1I___- - _ ._-II1-II1-II1- I 1=111=111=111-II1=111=111=111=111-111-111-111-111-111 111=111=111=111=111=11 :III-III-111-R I IIIIII-IIIIII-III-III-III-IIIEIIIEI 11E11 IEH IEH IIEI 11E11 IEI HEI HEI HEI HEH IEH IEH IEH E -III-III=III I -III-III-III-III-III-III-III-III-III=III=III=III-III=III=III=III=III=III=III=III=III=III=11 :111=111= -111-111-111-111-111-111-111-111-I I I-III-111-111-1 I I oa t ai li E 11=111=111-I I I -I I-I I I-111-111—III—III—III—III—I IEI IEI I IEI I—I IEI IEI I IEI '- 11-11 IE111-111E111EI 111-11-I i rl I=i 1=1 I =l I iE 1-1 -I 1=111=1 1=1 1=1 1=111=111=1 1=1 1=111=1 1=1 11 I-111=111=111=1 • P Z -, i11,�,i11, i11, ,III,VIII,�,i11, i11, i11,�,I I I, ,i11, ,i11,�,i-m--1, ,i11, ,i11, ,i11,�,i11,�,i11, i11,�,i11,�, ►1=III-IIIIII= Q �- = I—III—III- 1=111-111-111-1 I- 1 O I- 11- 1 — III-III-I EXISTING LOWER LEVEL GRFA W ^ I I I-IIIIII- — _1111-111E111E111E111-111-1 I Z -I 11-111-111-III-III-III- :I I I-11I-11I-1 I-I I I-I I I-ITOP OF L ER -1 I I-1 I I-1 I I-1 I I-1 I I-1 11= � ` o W LEVEL v SLAB = ff1=M-M=I 1l 1I I-1 - ---- +/-/5'-0" LOWER LEVEL _111-_111-1II M _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -I11E111E111E11 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111- 111= - -_ _ _ E1I1E1I1E1I1= EI1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1EII1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1E1I1 1I1E1I1E1I1E1I1E1IIEI Q :III=III=III=III=1��=1��=1��-11 1 1-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111=111=III=III=111=111=III=III=111=111=III=III=1I1=1I1=III=III=1I1=1II= 111=1I1=1I1=III=III=IIIEI��=1��= I� EIIIEH IIEH IIEH IIEH IIEIIIEI IIIEIIIEH IIEH IIEH IIEH IIEH IIEH IIEH IIEH IIEH IIEH IIEH IIEH IIEIIIEIIIEIIIEH IIEH IIEH IIEH IIEH IIEH IIEH IIEH IIEH IIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIII 111E111E111E111E111E111E111E1 p 11ri i ii III-,III IIri i ii=i i iI I I I�IIri i ii III-,III-,IIri i ii=1111-,III-,III,�,III,�,III-,II-,III,�,III,�,III-,III-,II,�,III,�,III-,III-,II, ,III,�,III-,III-,II,�,III,�,III-,III-III-III-III-III-II- III-I I I-I I I-III-III-III-III-III_ a co III-III-III-III-II IIIIII BUILDING SECTION THRU R U A U N IT p o -111-111-111-111-I - -111-1 =111=111=111-111 11=1 HE co co =111-111-111-111-111-111-111-111-11II1 ce =1II=III=III=III-III-III=III=III �A4.1 SCALE: 1/4" PER 1 '-0" Q = o 1 0 < I W Z o Q J VCe 0 ■ I Z cn W C/) > ■ p a ww _ z z r C) _, i- ,_ to L PL ft opo immmmm W N Pi Ce Y It II_ M aha Ill w ID 1n 0 0 IL IL li Y STIR UNIT 3 - EXISTING GARAGE IL° H a UNIT A - EXISTING GARAGE EXISTING FLOOR JOISTS O IA d t- HI- Z Z EXISTING GLUE-LAM BEAM EXISTING GARAGE FLOOR ' EXISTING GARAGE FLOOR ____ TOP OF GARAGE FLOORING Ni ,r —� - 10C-0" GARAGE LEVEL M % 1:125ROOF SCUPPER 4 DOWNSPOUT 4 LOPE ����������11%///%%/%%�//% DETAIL = lir .• A% o SEE SHEET AS.1 0 PROPOSED CEILING PROPOSED CEILING % ° CO I I � . O N I' ELEVATIONS I I 0 o TOP OF PLYWOOD SUBFLOOR I _ o� o� o � +/-q 1'-O" MASTER LEVEL MASTER BEDROOM TV / WO r OUT '/ V Q w Q TOP OF LANDING/TOP OF ADDITION e w ° _ TOP OF LANDING/TOP OF ADDITION ri ISSUE: DATE: �r a PRELIM BUDGET SET 12.15.2017 �j`"������������j�`"�/ �������������� . / � . /. . A /� •% CO PRE DESIGN SET-DRB 1.10.2018 PRELIM PLAN-DRB 2.09.2018 r CKFINAL PLAN-DRB • /CR WLSPAGE `° TOP OF PLYWOOD SUBFLOOR i i .iQ PERMIT/TECH-DRB <51-0" NO GRFA/ A +/-82'-0" MAIN LEVEL • X • CZ H 0 / /ilii a : 0 • tflO _ _ TOP OF LOWER LEVEL SLAS A, 0 0 tri d EI- . 2 EVILDING SECTION THRU A & B UNIT E A4.1 SCALE: 1/4" PER 1 '-0" 0 UNIT A , UNIT B TOTAL GRFA CALC 'S 0 SCOTT S. TURNIPSEED AIA ARCHITECTURE ® = = MI &CONSTRUCTION INC. *refer to new Plat of Entire Property for P.O.BOX 3388 CONCEPTLJAL DESIGN SECTIONS 1 0 1143 CAPITOL STREET, SUITE 211 further clarificaton on shape and EAGLE,COLORAD081631W - 970.328.3900 WW .SSTAIA.COM organization of Property Lines and Parti-Walls - Dashed line showingareas included in GRFA 1 1 4D Floor Plan Calc's as referencecc A4 . 1 ... .11 00 BUILDING SECTIONS - — 1 LL NEWKIRK ENGINEERING y--�-..ARS CONSULTING STRUCTURAL ENGINEERING 900,U. # 2 P.O. BOX 681 p ,.•�jt1� R�;, '"7 23'-73" ORIENTAL,O120477NC 28571 ��C_,' 1I,I , + BOT. OF EXIST. FTG. i 4 f 21'-1" 1 1 77'-6" (FIELD VERIFY) j • '-S//Ali':44";�? �� 4 EXIST. CONC. FTG., 4 EXIST. CONC. FTG., EXIST. CONC. FTG., EXIST. CONC. FTG., �1 • ■0, a� 0.; +,ir EXIST. CONC. FTG.,-\ S2.1 FIELD VERIFY S2.1 FIELD VERIFY FIELD VERIFY FIELD VERIFY ,11 '■■6666* FIELD VERIFY 1� �/ AL : EXIST. CONC. COL. I 6 0/-EXIST. CONC. COL.® 0/ EXIST.' CONC. COL. d/,_EXIST .' CONC. COL. EX ST. CONC. COL. ® ® 0 • 0 I ~ j 4 ` j I j 0 OS2 .1 O®I - Jl_- - /; I L- _�-J, -- - -/ L J Z s----Z N r _ \ \ 0 86'-3 34" © O86'-3 3 " I 77'-6" 77'-6" L co -- 86'-3 3 4" 86'-3 3/4" I t I A I ■ I 77'-6" I ■ 186'-3 3/4" 77'-6" L_ _ 77'-6" N BOT. OF FTG. BOT. OF FTG. BOT. OF FTG. `�' 77'-6" ,-IN 0 0 77'-6" 0 0 77'-6" S2.1 I " BST. OF FTG. BOT. OF FTG. BOT. OF FTG. I 3 0 _ S2.1 - _ Q 74'-5" 0 -- 74'-5" o CO 86'-3 3/4" P ■ I -- 86'-3 3/4" `O �lN J 74'-5" L_ --J • I I • I 74'-5" L __J L J w p C° 0 0 BOT.B OF FTG. ;n 0 © BOT. OF FTG. BOT. OF FTG. O r / © /71'-8" / 0 BOT. OF EXIST. FIG. 71'-8" (FIELD VERIFY) I 'I- I • I I M- I O L__I L---J L J L_---J 0 �86'-3 3/4" �n 71'-8" W I I I EXISTFIELD VERIFY. CONC. FDN. WALL, IICL IL--- -__I ICV I 86'-3 3/4" 71'-8" z EXIST. CONC. FTG., 5'-4" < FIELD VERIFYO 1C-111" ~ 11'-4" / 10'-4" f 2 _ _ � Z EXIST. CONC. FDN. WALL, FIELD VERIFY FOUNDATION PLAN 141L. -EXIST. CONC. FTG., p ti I FIELD VERIFY p < � 0 (S)KEYNOTES 0Ce co co 1. 3'-2" X 2'-O" X 10" THK. CONC. FIG. REINF. W/ 3#5 LONG & 4#5 SHORT. 7. PLACE 4" VOID FORM ON TOP OF EXIST. COL. FTG. CONT. UNDER NEW CONC. FDN. WALL, CONC. FDN. WALL PER 3/S2.1 W/O FIG. = 0 2. 5'-O" X 5'-O" X 10" THK. CONC. FTG. REINF. W/ 3#5 LONG & 6#5 SHORT. V 0 1 Q 3. P.T. 6X6 POST FROM TO OF FTG. UP TO FLOOR BM. ABOVE, CONN. POST TO TOP OF FTG. W/ SIMPSON ABU66 POST BASE Z Ct W/ 5/8"45 X 6" EXP. BOLT. LIJQ O 4. PROVIDE 1" EXP. GAP BTWN. NEW CONC. FTG. & EXIST. CONC. FTG., DO NOT DOWEL OR CONNECT FOOTINGS IN ANY WAY. Ce O 5. PLACE 4" VOID FORM ON TOP OF EXIST. COL. FTG. CONT. UNDER NEW CONC. FDN. WALL, CONC. FDN. WALL PER 4/S2.1 W/O FTG. Cr) U 6. FTG. PER 4/S2.1 BTWN. EXIST. COL. FIGS. ONLY AT THIS LOCATION. Z 0 J W 1- Q > EXIST. CONC. COL. 4 EXIST. CONC. COL. EXIST. CONC. COL. EXIST. CONC. COL. EXIST. CONC. COL. p < c5/- S2.1 4 u) 4 1- -1 S2.1I w N 0 I M L - rY ■ O 6 p - z . ® ■ 0 = J J TV / WORKOUT ?.: ?.D:® 0 J J W J MASTER SU TE I (n 3 W o J 3 S2.1 I W W '' C S2.1 z o ■ O ci o O2 ® LAI II:- 0 O2 0 ■ O • 2 = Ln 0 a O• opo �O 0 o • INDICATES TOP OF 010..0. PLYWOOD (REF.) 8 0 BM. ELEVATION, TYP. z $= 86'-6" ® 0 OO J 8.1 K X ■ 0 _ .- '-I @ N ■ 0 5 \ x S2.1 ISSUE: DATE: M M REVIEW SET 03/22/18 I M "' J PERMIT SET 04/05/18 rn I i iii_ . III alk WV S ® 4 5 ® 4 2 S2.1 SCOTT S. TURNIPSEED AIA ARCHITECTURE & CONSTRUCTION INC. P.O.BOX 3388 MAIN LEVEL FLOOR FRAMING PLAN EAGLE,COLOR1143 CAPITOL TREET, SUITE 211 COLORADO 81631 1/4" = 1'-O" KI 970 328 3900 WWW.SSTAIA.COM O KEYNOTES LEGEND 1. 3/4" PLYWOOD FLOOR SHEATHING NAILED W/ 10d RING-SHANK NAILS © 6" EDGE, 12" FIELD. GLUE TO JOISTS FULL LENGTH. 6. CONN. LVL BM. TO PLATE ON TOP OF FDN. WALL W/ SIMPSON HWU5.50/11.88 TOP FLANGE BM. HANGER. INDICATES STEPPED FOOTING 2. 9 1/2" BCI 5000 1.7 FLOOR JOISTS (2X12 OPTIONAL) JOISTS © 16" O.C. MAX. 7. P.T. 6X6 POST UNDER BM. BRG. TO TOP OF FTG. BELOW, CONN. BM. TO TOP OF POST W/ SIMPSON AC6 POST CAP. 95-0" TOP OF FOUNDATION WALL (OR PIER) ELEVATION 87-4" BOTTOM OF FOOTING ELEVATION 3. 3-2X6 STUD PACK UNDER BM. BRG. TO FDN. 8. 2X6 © 16" STUD BRG. WALL FROM TOP OF FLOOR PLYWOOD UP TO CEILING RAFTERS ABOVE. S.W. . INDICATES STEP IN TOP OF FOUNDATION WALL S1 1 4. NEW OPNG. IN EXIST. WOOD STUD WALL, SHORE FRAMING ABOVE AS REQUIRED PRIOR TO REMOVING FRAMING FOR OPNG. 9. FLUSH FRAME BCI FLOOR JOISTS TO SIDE OF LVL BM. W/ SIMPSON ITT3511.88 TOP FLANGE JOIST HANGERS. 1 • 1 S.B.W. INDICATES STEP IN BOT. OF FOUNDATION WALL 5. 2-2X6 STUD PACK IN EXIST. WOOD STUD WALL FROM TOP OF EXIST. FDN. WALL UP TO NEW HEADER BRG. ABOVE. S.B.F. INDICATES STEP IN BOTTOM OF FOOTING S.T.F. INDICATES STEP IN TOP OF FOOTING lei OF NEWKIRK ENGINEERING ____�,,, t � CONSULTING STRUCTURAL ENGINEERING ...--000 Li. #_ P.O. BOX 681 4.7 a,+�1�IER•• ORIENTAL, NC 28571 V ,•,�.v , N , 210-612-0477 t '/!+ ir'i j1170]lir I :� d Pie '17 '....4..L.Z:7 _ _ _ _ 7_ O < •o P00 :FLOW _ o 10 HOME OFFICE LOFT EXIST. CONC. COL. S2.1 EXIST. CONC. COL. EXIST. CONC. COL. 11 EXIST. CONC. COL. EXIST. CONC. COL. c5/- NI—0 3/4" 0 ^ 2-1 X 7 1/4" LVL (FLUSH FRAME) I- 7111 S2.1 I 1 I I-1- 1- -1 NEW STA R/LANDING • I DOWN _ • I1 — UPSTAIRS - I 7 0 I 9 GREATROOAI BELOW s26 .1 I W II ~I2X6 BRG. WALL BELOW 2X4 CRIPPLE WALL BELOW, I SEE 9/S2.1. Q SEE 9/S2.1 O LOFT FRAMING PLAN I 1/4" = 1'-0" 0 II I 7 O KEYNOTES I S2.1 1. 3/4" PLYWOOD FLOOR SHEATHING NAILED W/ 10d RING-SHANK NAILS © 6" EDGE, 12" FIELD. GLUE TO JOISTS FULL LENGTH. EXIST. GLU-LAM BM. i W OVERHEAD, FIELD I u O 2. 2X8 CO 16" FLOOR JOISTS, CONN. TO BEAM AND LEDGER AT ENDS W/ SIMPSON U26 FACE MOUNT JOIST HANGERS. VERITY I 3. CONT. 2X8 LEDGER, CONN. TO EA. EXIST. WALL STUD W/ 3-TIMBERLOK06 SCREWS EA. STUD. I 12L I 4. 3-2X4 STUD PACK IN EXIST. FRAMED WALL UNDER BM. BRG. DOWN TO TOP OF EXIST. FDN. WALL BELOW. I1 I 5. 3-2X4 STUD PACK IN EXIST. FRAMED WALL UNDER BM. BRG. DOWN TO TOP OF NEW PAD FTG. BLOW. I I-0 © � H © 0 - I � 8 _ z a IIII I S2.1 ISI 3-2X10 HEADER IN EXIST. 3-2X10 HEADER IN EXIST. UPSTAIRS fort, 0u S I 2X6 STUD WALL I 2X6 STUD WALL 1 3 S2.1 ENTRY c ti EXISITNG ( •H- r-, Q ( J' J' ".5,k CI NEW RAILING - UPSTAIRS J 0 co SF ROOF FRAMING PLANf PROPOSED 1/4" = 1'-O" Q v 1 0 O KEYNOTES © ^ W J 1. 1/2" CDX PLYWOOD ROOF SHEATHING NAILED TO TOP OF BCI JOISTS W/ 10d RING-SHANK NAILS © 6" EDGE, 12" FIELD. G 0 2. 1 3/4" X 9 1/2" LVL ROOF JOISTS c 16" O.C. MAX. - UPSTAIRS - DOWN - LIVING ROOM — 0 J- 3. 3. DOUBLE 1 3/4" X 9 1/2" LVL (ONE LEVEL CEILING JOIST AND ONE ROOF JOIST SLOPING ® 1:12) SPACED © 16" O.C. MAX. WCf) Q 4. 2X6 ® 16" BRG. WALL BELOW, SEE 8/S2.1. > 0 a MAIN LEVEL FRAMING PLAN 1.0 1/4" = , „ O KEYNOTES LIJ N M 1. 3-2X4 STUD PACK IN EXIST. FRAMED WALL UNDER BM. BRG. ABOVE DOWN TO TOP OF EXIST. FDN. WALL BELOW. 2. 3-2X4 STUD PACK IN EXIST. FRAMED WALL UNDER BM. BRG. ABOVE DOWN TO TOP OF NEW PAD FTG. BELOW. z 0 z o ® z 0 E m o CLO. ISSUE: DATE: EXISITNG C B - �� REVIEW SET 03/22/18 PROPOSED © PERMIT SET 04/05/18 0 • LINEN UPSTAIRS BEDROOv - I EXISITNG pi LOWER LEVEL FRAMING PLAN SCOTT S. TURNIPSEED AIA ARCHITECTURE 1/4" = 1'-0" QLI & CONSTRUCTION INC. P.O.BOX 3388 O KEYNOTES 1143 CAPITOL STREET, SUITE 211 EAGLE,COLORADO 81631 1. 3-2X4 STUD PACK IN EXIST. FRAMED WALL FROM TOP OF FDN. WALL UP TO BM. BRG. ABOVE. 970 328 3900 WWW.SSTAIA.COM 2. 3-2X4 STUD PACK IN EXIST. FRAMED WALL FROM TOP OF NEW PAD FTG. UP TO BM. BRG. ABOVE. 3. SAWCUT & REMOVE 2'-O" SQ. SECTION OF EXIST. FLOOR SLAB AND INSTALL NEW 2'-O" SQ. X 10" THK. CONC. PAD FTG. REINF. WI 3#4 EA. WAY, FINISH TOP OF FTG. FLUSH W/ TOP OF ADJACENT FLOOR SLAB. CENTER FOOTING ON NEW STUD PACK. S 1 .2 �NEWKIRK ENGINEERING �^- lr lin. ..�--�A�► GENERAL NOTES CONSULTING STRUCTURAL ENGINEERING P.O. P.O. BOX 681 i '■'vN1ERA, 47 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ORIENTAL, NC 28571 S(3:6%�` ii-4 liPP' ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 210-612-0477 :r" j/'• 0) A 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. i .: 4/4..vitEtiv,,. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL 11 I1, +'■•....•■ `... DETAILS. �� 1 �\`' IjA„G':,=' 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE INTL. 2X6 @ 16"- 2X6 @ 16" BUILDING CODE AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK. I _7/16 " OSB 7/16" OSB -1/\- 2X6 PL 2X6 PL-\\ 5. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE DETAILED REQUIREMENTS AS NOTED L(DWL.) 32 DIAM., 1'-6" ►�� CONT. P.T. 2X10 PL IN THE PROJECT CONTRACT DOCUMENTS. z MIN., SEE NOTES 129 IZI --� Qg 2 TYP. RIPPED TO WALL WIDTH < 32 DIAM. z SIMPSON ITT3511.88- Q ' ALT. 1 -6 MIN. - 4 TYP. VERT. CONT. P.T. 2X10 PL EXT. FIN. GRADE 6. A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. o BENDS Q VERT. BARS BARS TOP FLANGE JOIST RIPPED TO WALL WIDTH /1_, N"1 C° ® ® HANGER _ _ _ CONCRETE ro 1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE ® � � - "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH . r..., . �� CONT. 2X8 LEDGER W/ ` , ,I 1 1I 1 II 1 I1 1 1- MODIFICATIONS AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. II 3-16d EA. STUD - 2#5 CONT. 2#5 CONT. INCLUDING FOUNDATIONS, WALLS AND SLABS ON GRADE 1 TYP. VERT. CORNER BARS (r) MAY BE ~ EXIST. WOOD STUD WALL, 2. ALL STRUCTURAL CONCRETE, FIELD VERIFY #4in @ 16" VERT. SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. USED IN LIEU OF BENDING - WALL REINFORCING BUT LAP @ CL WALL @ CL WALL 3. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C-150 TYPE I OR TYPE II. EACH END 32 DIAM. (r) CRAWL SPACE CRAWL SPACE INTERSECTION SPLICE CORNER GRADE EXT. FIN. GRADE GRADE 4. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF SINGLE BARS IIII I II I II I I I I III l In 11I I J A.S.T.M. C-33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION NOTES: =IIIIIIIIII I 1-I 1 I-I 1 I-1 11-1 I =111=111=111=11 i i i111 OF THE STRUCTURAL ENGINEER. 1. THE 32 DIAM.(1'-6") MIN. CORNER BEND SHALL BE BASED ON INTERSECTION SPLICE CORNER 111- - -111 III-I I 1=1 I 1=1 I I- III-111-111-111- LARGEST BAR SIZE IN CORNER SPLICE. EXIST. FLOOR FRAMING, • ILI 5. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO A.S.T.M. C-94. 2. WHERE CORNER BARS (r) ARE USED, PROVIDE ONE FOR EA. DOUBLE BARS FIELD VERIFY #4 DWLS. @ 16", LAP - r- #4 DWLS. @ 16", LAP Q HORIZ. BAR REQUIRING CORNER BEND. SIZE AND 32 DIAM. 1'-8" W/ VERTS. • 1'-8" W/ VERTS. 6. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 614 AND PROJECT SPECIFICATIONS. (2'-0"MIN.) BENDS SHALL BE BASED ON LARGEST BAR SIZE �< O IN CORNER SPLICE. -_---------- 7. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS: 3. WHERE TYP. VERT. HORIZ. BARS ARE SHOWN IN ABOVE DTLS. co co A. CONCRETE PLACED DIRECTLY PROVIDE BARS OF SAME SIZE AND DETAIL AS SHOWN ON s #4 @ 16" HORIZ. I 1 #4 @ 16" HORIZ. AGAINST EARTH 3" CLEAR TO REINFORCING DRWGS. BUT NOT LESS THAN SIZE & SPACING SHOWN IN CRAWL SPACE GRADE, 11 @ CL WALL 0_ @ CL WALL - B. FORMED CONCRETE WITH MINIMUM REINFORCING SCHEDULE WHERE REINFORCING IS NOT MAINTAIN 5'-0" MAX. J 8" a 8" Q EARTH BACKFILL 2" CLEAR SHOWN. DEPTH TO BOT. OF RE J RE J W FLOOR JOISTS 2#5 CONT. 2#5 CONT. 8. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL CL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 11111111111111E ME 0 0 -I -I 1 I-1 1 I-1 I 1-I EXIST. FDN. WALL, 9. LAP ALL REINF. AT SPLICES 32 BAR DIAMETERS U.N.O. I-III-I I 1=1 1=1 1= SE PLAN,rME r SE PLAN, FIELD VERIFY REINFORCING FOR CONCRETE ___,E_ Jr 2'-0" _Jr' i2'-O" Jr Z 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE "BUILDING CONTINUOUS CON C. FOOTING AND 1 2 3 4 < CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION), AND THE "MANUAL WALL REINFORCING DETAILS S2.1 3/4" = 1'-0" S2,1 3/4" = 1'-0" S2,1 3/4" = 1'-0" S2.1 0 '- OF OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" (C.R.S.I. LATEST EDITION) Z AS MODIFIED BY THE CONTRACT DOCUMENTS. 2. REINFORCING BARS SHALL CONFORM TO A.S.T.M. A-615 GRADE 60 EXCEPT FOR #3 AND #4 BARS I_ WHICH MAY BE GRADE 40. 1 3/4" X 11 7/8" LVL � r.,....3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. ___/\,____ 1S3/4N'GX®1SLOPING @ 1:12 1/ " LVL NAIL LVL'S TOGETHER @ NAIL LVL'S TOGETHER @ Q Q Lo BRG. W/ 6-16d BRG. W/ 6-16d 0CO 4. REINFORCING SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS. 2X6 @ 16" - CONT. TIMBERSTRAND �' RIM VIII CONT. TIMBERSTRAND CO 5. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE AND SPACING OR 7/16" OSB ,____......... .............................iCONT. CONT. TIMBERSTRAND RIM RIPPED TO DEPTH NUMBER AS THE VERTICAL REINFORCING AND SHALL BE TIED TOGETHER WITH WIRE. 2X6 PL-\\ BEVELED BRG. PLATE II RIM REQ'D. Q = CONT. P.T. 2X10 PL IIV 95-6 �` 95'-6" I I 95'-6"01 Q SOLID SAWN LUMBER RIPPED TO WALL WIDTH $ ►z� ►=� $ ► Z f i'l i ►=7 SIMPSON H3 SIMPSON H3 =� f SIMPSON H3 =� 1. ALL WOOD FRAMING SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATION 1 3/4" X 9 1/2" 1 3/4" X 11 7/8" / <LIJ FOR WOOD CONSTRUCTION", LATEST EDITION, RECOMMENDED BY THE "NATIONAL EXT. FIN. GRADE DBL. 2X6 PL LVL CEILING JOIST DBL. 2X6 PL LVL CEILING JOIST DBL. 2X6 PLCe 0 FOREST PRODUCTS ASSOCIATION". ® (LEVEL), PLACE (LEVEL), PLACE (� CO J ff1M111111M112X6@16 DIRECTLYAGAINST2X6 @ 16 DIRECTLY AGAINST2X6 @ 16" 72. ALL WOOD STRUCTURAL MEMBERS SHALL BE MARKED HEM-FIR N0. 2 OR 2#5 CONT. _� �- 7/16" OSB SLOPING LVL @BRG. -7/16" OSB SLOPING LVL @BRG. -7/16" OSB Z 0 -I- BETTER BETTER BY A RECOGNIZED (WCLIB) GRADING AGENCY. WI Q 3. ALL SILLS AND PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 8" FROM THE END OF A BOARD @ CL WALL Q Q OF FROM A HOLE OR NOTCH GREATER THAN 1/3 THE WIDTH OF A PLATE, AND CRAWL SPACE `" SPACED AT INTERVALS NOTED. GRADE 4. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. 1- 2 7 CO- -I -� -� 3/4" = 1'-0" 6 52.1 3/4" = 1'-0" S2.1 3/4" = 1'-0" 2.1 111-111-111-11 1 N 5. DOUBLE AND TRIPLE BUILT-UP SOLID SAWN WOOD MEMBERS SHALL BE SPIKEDUJ M TOGETHER WITH TWO 16-D NAILS SPACED AT 16" STAGGERED. - #4 DWLS. @ 16", LAP EXIST. GLUE-LAM -\VERIFY IN FIELDCL _r 6. TYP. WALL ANCHOR BOLTS SHALL BE 1/2"0 /2„0 X 12" @ 32" 0.C. MAX. MAINTAIN 1" CLR.1'-8" W/ VERTS. 7. ALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED. 1....... ._ FLASH & WATER-PROOF PER ARCH. 7 #4 @ 16" HORIZ. L DESIGN CRITERIA @ CL WALL O 8" Q LVL BLKG. BTWN. LVL BLKG. BTWN. 1. ROOF/CEILING: DEAD LOAD = 13VPSEQAD = 20 PSF. En J - SLOPING 1 3/4" X 9 1/2" LVL @ 16", EA. JOIST EA. JOIST ig 4 SEE PLAN & 7/S2.1. VARIES �� VARIES 2. FLOORS: DEAD LOAD = 25 PSF, LIVE LOAD = 40 PSF. 2#5 CONT. ►- ��� 1 $ ' S� 3. WIND: 90 MPH, EXPOSURE "B". ME 0 2X4 @ 16" CRIPPLE STUD WALLS _ 1 3/4" X 9 1/2"- N 1 3/4" X 9 1/2"- N DBL. 2X6 PL LVL ROOF JOIST, of DBL. 2X6 PL z SE PLAN, W. DBL. 2X4 TOP PLATE & SINGLE LVL ROOF JOIST, SEE PLAN 4. FOUNDATION DESIGN BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE FOR 2X4 BOT. PL, CONN. TO JOISTS I ►�1SEE PLAN2X6 @ 16"SPREAD FOOTINGS OF 1,500 PSF WHICH SHALL BE VERIFIED BY A SOILS ENGINEER AT 2'-0" TOP & BOT. W/ SIMPSON H3 I - LEVEL 1 3/4" X 9 1/2" LVL CEILING 2X6 @ 16" 1 3/4" X 9 1/2" ��i THE TIME OF FOOTING EXCAVATION. rj EA. OST LVL BLKG. BTWN JOIST (LEVEL) SEE PLAN & 7/S2.1. LVL CEILING JOIST, -7/16" OSB CONT. 1 3/4" X 9 1/2 -7/16 OSB SEE PLAN / 0 5. BUILDING CODE: 2015 IRC 3/4" = 1'-0" S2,1 LVL RIM 6. FROST DEPTH = 48". CONN. RIM TO EA. DBL. 2X6 PL CEILING JOIST W/ -P- 6 7. SEISMIC DESIGN PER IBC 1603-1.5: INVERTED SIMPSON 2X6 @ 16" Site Class D, Seismic Category B, Light Frame Walls with Shear Panels HU9 FACE MOUNT ISSUE: DATE: le = 1.0, S1 = 6.1%, Ss = 20.0%, Sds = 0.213, R = 7 (light frame walls). JOIST HANGER _/\1_ REVIEW SET 03/22/18 9 10 11 PERMIT SET 04/05/18 3/4" = 1'-0" S2.1 3/4" = 1'-0" S2.1 3/4" = 1'-0" S2.1 1 3/4" X 9 1/2" rill SCOTT S. TURNIPSEED AIA ll 1 3/4" X 9 1/2" N ARCHITECTURE LVL ROOF JOIST, I LVL ROOF JOIST, LP SEE PLAN - EXIST. WOOD STUD WALL, & CONSTRUCTION INC. SEE PLAN EXIST. WOOD STUD WALL, P.O.BOX N FIELD VERIFY /�� FIELD VERIFY 1143 CAPITOL STREET, SUITE 211 1 3 4 X 9 1 2 EAGLE,COLORADO 81631 CONT. 2X8 LEDGER W/ LVL CEILING JOIST, EAGLE, COLORADO 81631 3-16d EA. STUD970 SEE PLAN CONT. 2X8 LEDGER W/ _/I1_ 3-16d EA. STUD 11 12 3/4" = 1'-0" S2.1 3/4" = 1'-0" S2.1 S2 . 1