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Vail Das Schone Filing 1 Block F Lot 1.PDF
N 27 ° 241131 E 151211 UTILITY EASEM NT 71 _ awe .r e► 121411 I _ 'i 71 8 I 4 2 CAR GARAGE 3' � S ,-- 21 ' 8 - t i 3 i -T b� if —3' 1'6 9 ' 2 ' 91 -- 1.0rr — 2 01 - i TWO STORY 27` F RAM E BLDG. i PLAT PLAN scale " =1 ' LOT 1 BLOCK F R.+ H. LILISCHKIS VAIL COLO. RESUBDIVISION OF VAIL DAS SCHOENE Cite _. ---------5= . --------------- rgip, , - ----------------------- a r f FPON T EL E N S�vcco 17 01� 9' - 21 ' ---- 271 EAST ELEVA TION GARAGE PLAN scale4jl R+H. Ll L l SCH K IS VAIL COLORADO APPP0VE0 Date = !.... ................. Permit 'r .--••----•••- ----------------- Insp. ......... ................. EAGLE COUNTY s zLORADO f 4� t � I I aan ,RN HOR BOLT II� I I i 9211 I 96" i 42" ( I all I ' 6 I u I 4 4 8 II v-r 20 " - - 2011 -- -i} FRONT WALL BACKWALL 32" 0 CENTER 44A 4211 GRAVE L 4 PLY TAR 5 8" P LY W 00 D I 4 REBAR INSULATION _ _ 8 " 0 _J BEAM 6' 14" 2 /6 16 " 0 CENTER DETAILS SCALE 1 " 1 " Date ----------------------- 4�--.....----- Permit f -•-- -•-- -� ��. ...................... Insp. --------- �--o- A4� ......... EAGLE COU Y, LOR r FND. WITNESS CORNER W28 Z=HT PIN 8 CAP 16827 ELEC_VAUL7• LOT 1, MCK F, A RESUBDIVISION OF VAIL DIES SMNR, KAT THEREOF, COUM OF EAGLE, S'T'ATE OF COLORADO, I hereby certify that this Improvement- Location Certi, 'io3.4 prepared for ISOM and Assoc. , that it is not' a land 's`, WOOD TIE improvement survey plat, and~ that it is not to be relic, RETAINING WALL , ?o establiehment of fence, building, or other future imgrr 1w �°} 41 �• ' Z further cartify that the improvements on the above dt on this date, November 7, 1993, except utility connecti • 3v� O entirely within the boundaries of the parcel except as Y �at1• , off` l ,�103.2 there are- no encroachments upon the described premises 't, t o improvements on any adjoining premises, except as indio4 �a • �•., 4 t.SW EDGE WOOD TIE WALL there are no ,apparent evidence of any easement `crossing any Part of said parcel, except as noted. R" 1028 7. • '' �` Dante L6 and Lechrz�tr SNOW DUMP AREA ? S Note: Only platted easements are shown. 1 , � Notes According to Colorado law, you must commence any,,.140aE, ^ � F / ��. based upon any defect in this certificate' within three yearn fir, �o` f / �`` you first discover such defect. In no event may any action � any defect in this certificate be commenced more than ten y� KROGMANN ADDITION rr�' mow, ' the date of certification shown hereon. �i ' ��' PAVED PARKING « Leland Lachner P.L.S.23506 ' Box 3463, Vail, ,Co: (300 949--� S T;4 w— �'..'r.'^-.V'..WC7RjE.XM N�L`�A' .+�Ty�l,�l'Y. �d• �. N. HYDRANT .4V 0 CONIFERS A. tot}8 ��91"� . s CV Z. i 'n h ` SLAB ELEV.=100.3 � LIST (ASSUD? 'SYMBOL �Y F DRAWINGS 4 - PHONE ti� LOT I � AP FND PLAIN AEOAR I SITE PLAN SHEET 1 COVER SHEET, t 4• �$ 04, so� � � • , tb . SHEET 2 FLOOR PLANS r _ ASPCN ' ` SHEET 3 ELEVATIONS,SECTION � SHEET 4 FOUNDATION, FRAMING SHEET 5 DETAILS '`' 4/ 1000 O -• ' - - -- - - , � I certify that this topographic survey was derived from s field survey under my direct grj"rvi$ion and accurate representation of the topoerephy j , 1 L,.,`,,./,� �. ...�� ���. w.w.,....... Ti Notes: /� �.�'� i_ 1) Elevations are based on the first floor d �ytEbr�.•+3f the 1) av� \ f,,ll��� /�" "..R. existing house being 100.0 i r (� E U� Y'/"'1..»Lw�N �� ` 2) The contour interval is 2 feet. `to _ r 3) Landscape and topographic foatures hidden by snow dump parking areas are not sho+rrt. a � _ areas along Davos Trail and pa t i i' ou must dommencet any legal f � .. __�� �_� �.�`,��._-. 4) According to Colorado law. Y � r � certificate within action based uPoq any defect in this ! ,. three Years alter You discover such defect. In no event may ! � � APPRC]4..0 o. al+i►r. x� any action based upon any defect in this certificate be � Wcwta' � Id •- "'�•" ' any actin more than tan years from the tiatte of certification �'``+►,,� r ,� �� P��� E l�-+�-a�S ua . ,a. r shown hereon. L*land Lochner P.L.S. Box 3463. Vail. colorado (949-5wt191 _' ` __ .',�." r .�„►• , ,��, r surf " - _ _ + !".JI` t-��•• '"'� >_�, r,�+ "r - ' - #�w .. is , N+w�ryy ,�r IG�/,, ... ' " , , ' _ ,.w....4.c. .n.. » w».,., ... r..r,.,.u.ma ,.,c.wa+,.,,.w.c..w u»w 3.•auM...'I�.,a.wa.r.F , -. :, _ ` ti 11!1 ►Iry#1TRlrti pit M17 1Q(NMa tttrulr�Mt w _ ~ _ .. ,,. __ i Town of Vail Cumnunity Develoomen Plan I!d Henlb) F+rO � ;rprow'er! ,� n GG REVISIONS JOB NO. G-4--1n- `1` C�C KRO GMANN ADDITION 9322 DATE iaa!Idityof Peinit COVER SHEET/SITE PLAN Sct,. 3013 (c) Tg 1.1.13C. —~------ SHEET F r� �.unce or grunting of a perm, or approl.a1 of plans and �----- --- - 1 1,lLcm alto#,s shall not he construe> to be a perrnit for, or an ,p any violation of any of the pFOVtslons of this code �- _ "--- ISOM & ASSOCIATES ��_ ri or of any other ordinance of the Iursdlcation The Issuance Of DRAWN BY o0 P.O. Box 9.Eagle, Colorado 81631 a(303)328-2388.FAX328-6266 of , + , ■ a� a permit based upon plans, speclfinttons and other data IM COEL HO (� not prwont the building official frml thereafter reQ&W4 the ( _ - wrr0gbw d «Tor. In itid pure, spulksum OW #*r DATE HIV miw Town-of €' - TOWN OF VAIL OF Inc 9r,1D,ES*�M&rW IY19 ..r — E I C t ; 26'-0" 37'-On 6'-2" f 30-2- F 6 I ( ADDITION TO BE CONSTRUCTED ON EXISTING C + FOUNDATION o THIS WALL GLASS BLOCK SEE JACUZ WH SHEET 4/5 FOUNDATION DETAIL �� EXISTING �X O b t I I I REMOVE EXISTING io I I I STEM WALL n 9 A I I D — xT0-BE;Z;:NI — D° - Ln x Co PG�T 5 °T--'p I -- ATM- �- —- — - co Is t PLYWOOD DOOR STORAGE 5/8 TYPE'X' SHEETROCK UNDER O I O O MASTER BEDROOM FIRETAPE: tV I I N NEW GARAGE I i — - - - - — - - - - - - - - - ` EXISTING CLOSET BY 1� GAS t OTHERS 8 FIREPLOACE � I L/ ° REMO EGLO MODEL4000GDV co EXISTING 9 i - - - - - - — - - - - - - ' ° I down - - - - - — — - - - - - - - — 2(2x12) HEADER STORAGE UNDER STAIRS O 5/8 TYPE 'X' SHEETROCK _ _ O t O D p 3(2x12) HEADER p CO / z __. 8 8 I ® QQ l 3�`S - _ _- -- ,,, 3 ° ADDITION TO BE CONSTRUCTED ON ING UP FOUNDATION o THIS WALL i t --� \ 3 I 3 h ( 3 3 y U30 o . � I REMOVE EXISTING - — t STAIRWELL "-p _ _ t MATCH EXISTING WALL I MECHANICAL CLOSET CLOSET REMOVE EXISTING STAIRS MATCH EXISTING W,(�,LL/ B FRAME W/ 2x10'S o + `` 16'' O.C., DECKING AND r G CARPET TO MATCH �' 30'-0" EXISTING FLOOR EXISTING 0 O 6'-6" I 301-0" _ • D € `O. NEW LL N ENTPY ?N I N SECOND FLOOR PLAN. f r 1 /4" - 1 ' - 0 " r . f 1 " FIRST FLOOR PLAN { � -° NORTH M EXISTING PLUS ADDITION 1 /4 stew r I I t. EXISTING WALL(tc, be removed) 5 SECOND FLOOR PLAN C + NEW ADDITION "r r 5 S CALE 1 /4 C, ' 1 /4 f T-0" t REVISIONS JOB NO. 04-12-94 KRO GMANN ADDITION 9 DATE ° - FLOOR P LAN S 3-7-94 ° t _ SCALE 1 /4 " = ' i 1 ' - 0 , SHEET I . -- isoM ASSOCIATES 2 j DRAWN BY P.O. Box 9•Eagie, Colorado 81631 . (303)328-2388•FAX328-6266 of 5 t COELHO t Town fW1 J 2x12 FASCIA W/ VERIFY TOTAL DIMENSION 30'-0' 2x6 FASCIA i EXISTING I'- ' DRILL R�BAR INTO EXISTING FOUNDATION VERIFY FOOTERS ON-SITE � � - - - - - - - -- - - - - - - - - -- -- SAW CUT VERTICAL HORIZONTAL EXTERIOR FLOOR RAISED 8' ' ABOVE FOUNDATION WALL 8''x10''xl6' ` FOOTING � � � I I CONCRETE SLAB r I I typ. NOTE, OPENGINEER SUBGRADE VERIFY MIINSPECTION 2X8 a 12'' o.o. I I ( 2x8 D.F. JOISTS 2' O.C. I I REF. EAST ELEVATION BY SOILS EN 2 #4 REBAR I 3000 PSF BEARING. IN FOOTING I ( I I I I I REMOVE EXTERIOR FOUNDATION -0 I NEW WALL TO 6" BELOW FINISHED SLAB ELEVATI "- N N STEMWALL I I ENTRY LEDGE YWOOD I - - - I THICKEN i ( I L R W/ N. I I 1/4" PLATES — SLAB I I � I VERIFY EXISTING DIMENSION I I ITHICKEN SLAB I n l I L _ _ J I NEW GARAGE i. - - I 8"x1016" FOOTING (typ.) v 5 NEW 1 S/2" OVER EXISTING SLAB T_0" I I I 12u FOUNDATION PLAN 3'-2 lit N1bV E - — NEW 6'' PEDESTALS — — 4 ( DOWEL (4) TO EXTERIOR TEM WALL NIL i i H IT Dr:\JCL NN HOOD 2 x 8 m 2' O.C. EXISTING WALL I I I Foot�_�.t� ►'Y a X LAN I II I 8'-0" 2'-8" 8'-01 2'-8" FOUNDATION P EXISTING FOUNDATION NEW 1 /4 CONSTRUCTION 6x6 ROUGH SAWN BRACING TO SUPPORT ROOF STRUCTURE L - - - � I 3/4 TONGUE AND GROOVE ,APA FIRST FLOOR RO ^ F — — _ — RATED SHEATHING SPAN INDEX Iv 48/24. NAIL WITH IOd AT AT 6 INCHES T-0" O.C. AT ALL EDGES AND AT SECOND FLOOR FRAMING 10' O.C. AT INTERMEDIATE SUPPORTS. SKIRT ABOVE NEW ENTRY 1 /4" 4 -0 2x14 FASCIA LL I EXISTING ROOF TJI/25 DF m 12'' O.C. (5 N L- TJI SOLID BLOCKING X AT CENTER OF JOISTS IF u c JACK RAFTER TO MATCH N EXISTING ROOF 8x16 GLU LAM (Fb- 2400) (typloal of 3) ,. I NORTH ® 5 ENT O 2x O-Q — - --FA ---8' ND° 9'-8. J 6 2x8�LOOKOUTS NNIN K\ W 2x144 FASCIA b 31D'-0" cm� a al�,' 2x14 FASCIA ROOF ' C5 2x8 RAFTERS 20 YR WOOD SHAKE(match existing) SECOND O/ BITUTHANE FLOOR FRAMING O/ 3/4' ' T1rG PLYWOOD O/ 2- 5' ' GLASS BATS(R-38 TOTAL) W/ 2xI2 D.F m 24' ' O.C. 0/ 1/2' ' GYPBOARD W/ ROUGH PLASTER 1 /4 FINISH 3O,-O" REVISIONS JOB NO. ROOF FRAMING PLAN °4_8-94 KROGMANN ADDITION 9322 DATE ° 3-7-94 1 /4" = 1 ' — O " ° FOUNDATION FRAMING — — °- SCALE 1 /4 1 ' — O " SHEET ° 3 ISOM do ASS6CIATES DRAWN:B:YY::j o P.O. Box 9•Eagle, Colorado 81631 • (303)328-2388•FAX328-6266 of 5 COELH Town of vall EXISTING ROOF 2'-0 y LINE y \@qs A 1 a- GLASS BLOCK SIDING TO MATCH F IOO OO EXISTING RESIDENCE L2 I I + DOWELS o 12" O.C. EXISTING COONCRETE WALL n EMU n I / DRAIN I I STEMWALL TO BE REMOVED TO 6'' BELOW SLAB I- - - - - - - - - - - - - - - - - - Z - - - - - - - - - - - - - - - - - - - - - - - - - - - � I ,� 2 NEW STEMWALL \ O l REAR ELEVATION/NORTH ROOF DEPTH m — IIUTHANE CEILING HEIGHT I I I I I I VERIFY EXISTING 0 1 I FOOTING EAST ELEVATION 5 O 0 0 0 0 co WINDOW SCHEDULE DOOR SCHEDULE �nnnn nnnnnnnnnnnnnnnnnn�nann nnnnnnnnnnnnnnnnnnn n�� nnnn I WEATHERSHIELD CII-2044 4'1 1/2"x2'1 A WEATHERSHIELD EM29(3'0) — — — -- -- — — — -- — -- 2 WEATHERSHIELD 2836/051-1035 3'51/2"x2'9* B WEATHERSHIELD EM20 c3'o�' 3 WEATHERSHIELD 2836 3'5 x2'9" C WEATHERSHIELD LNI7 f 4 WEATHERSHIELD D SOLID CORE-BY OWNER 28-e r5 WEATHERSHIELD 20x36 CSSL/BY 3'7 5/8x3'11 1/4" E SOLID CORE-BY OWNER 3868 iul I ji iv WEATHERSHIELD 16x16 SL/BY " 14" _ ® ❑❑ 6 I'll 5/8 x3 3 / F iL---1 1"11 LJ®® F01® 2 o% 7 AIA INDUSTRIES SKYL 3232 30 1/2"x30 1/2" A B ®® 8 AIA INDI.STRIES SKYL 2222 19 1/2x 19 1/2" F01❑ 9 .r F03 FU RO 71 ENTRYE L �/ A T I O N/ O `LJ T H EXISTING I I I I NEW FOOTING FOGTINGS - - - -� - - - - - - - - - - - - - - - - .1 J VERIFY EXISTING FOOTERS 2x12 JACK FAFTERS — — — — — — — — — — — — — — — — — ROOF MATCH EXISTING WOOD SHAKE ROOF _LL 2x6 D.F. o 16" O.C. W/ R-19 GLASS BAT INSULATION ( I I 1/2'' SHEETROCK INTERIOR OD b • II ' -- Frr n—n�i n ��oaon LJLJUUUUI --fl TJI/25 DF o 12' 'O.C. r 1 II _ 6 3/4'' RISER I I I I L 12'' TREAD r I N "��� I 2x12 STRINGER REVISIONS JOB NO 9 ' M ° 4-12-94 DATE CUT EXISTING FOOTING KRO GMANN ADDITION DAT E 6'' BELOW NEW SLAB l� 3-7-94 4' ' CONCRETE SLAB (2800 PSI MIN.) O/ O G- 4X4 WIRE MESH OR FIBERMESH O/ ELEVATIONS/ SECTION I SECTION 6mm MOISTURE BARRIER O/ A > > SHEET 9 9 � W/ TIWO PT G;2A CONOR SAND m PERIMETER ® SCALE ALE 1 /4 — 1 O SCALE 1 / 4 �. ® - _ 4 ° IsioM & AssociAT� DRAWN BY P.O. Box 9•Eagle, Colorado 81631 • (303)328-2388•FAX328-6266 of 5 f COELHO T©wn �� 511 %X L E i 'r r , r , FLASHING 2x6 STUD o WOOD SHAKES 16'' O.C. 30#FELT j 3/4' ' PLY 2x8°12" O.C. f k _ 2x12 o 16'' O.C. 1/4' ' STEEL I PLATE 6x6 ROUGHSAWN BRACING THRUBOLT 0 W/ WASHER R-38 GLASS GATT INSULATION 3/4' ' PLY 10d's o 6' 'O.C. (3) 16d PER PANEL 5/8 GYP. BD. 2x14 FASCIA W/ 2x8 FASCIA OVERLAY ROOF SLOPE MATCH EX ISTIN OVERHANG TO MATCH EXISTING EX </ \ (APPROX. 4') ---'2xl4 FASC IA W/ ASCIA OVERLAY RIGID FIBER BOARD O/ 2x6 D.F. o 16" O.C. O/ R-19 GLASS BATT INSULATION O/ 5/8 SHEETROCK SIDING TO MATCH EXISTING MATERIAL FASCIA GABLE DETAIL _ o TJI/25 o 12'' O.C. 2x8 PRESSURE TREATED SILL PLATE 1 VERIFY ANCHOR BOLTS o 24'' O.C. OR INSTALL I , FUR OUT W/ 2x2 o 24'' O.C. 1 I/2'' RIGID INSULATION 1/2'' SHEETROCK ' GROUT 240 OW O.C.S o TAR EXTERIOR EXTEND 2 6.0 INTO SLAB 4'' CONCRETE SLAB TO ;. — �-- 3/4'' GRAVEL 6x6 WWM MATCH EXISTING °I I( IM I OR 1 1/2'' OVERLAY =4 DOWELS o I — — — jD 32" O.C. I l o To\ STEMWALL TO MATCH EXISTING 6x6 WIRE MESH ALT. BENDS I) I I 3/4' ' GRAVEL EXPANSION REBAR TO BE DRILLED ° I JOINT I I ( I I I 4' MINIMUM INTO EXISTING STEM WALL I HORIZ. REINFORCING #4'S o DEPTH TO 16'' O.C. BASE OF p FOOTING MIRIFI FABRIC TO DAYLIGHT a 4'' PVC DRAIN 8', �� 3/4 WASHED GRAVEL TO SOAK AWAY N.T.S. ° ° IF REQUIRED BY ENGINEER. 8• 16" 1'-4' ' FOOTING DETAIL TYPICAL WALL, SECTION 2 Y ft- c® REVISIONS JOB NO. 4-12-94' 9322 Sal g KRO GMANN ADDITION ° DATE ° DETAILS TAILS 3--9-94 SHEET ° — ISOM & ASSOCIATES 5 DRAWN BY _ P.O. Box 9.Eagle, Colorado 81631. (303)328-2388.FAX328-6266 of 5 COELHO Town of, Va's! k'° 1 FND. WITNESS CORNER IT' LOCATION CER'1'IFI CAT $ PIN A CAP 16627 LOT 2, BLOCK F, A RE=DIVISION OF VAID DAS SCHONE, ACCORDING TO THIS ELEC.VAULT -PWI! ZTilMOF, COUN"T"S` OF BAGL,H, S'TATS OF COLORADO.' l hereby certify that this Improvement Location Certificate. was _ IO3 4 prepared for ISOM and Assoc. . that it is not a land'survey plat of WOOD TIE S, improvement survey plat, and that it is not to be relied upon for ,the' RETAINING WALL a S'}a establishment of fence, building, or other future improvement lines. I further certify that the improvements on the above described parcel on this date, November 7, 2993, except utility connections, are 3�v F LOT 2 entirely within the boundaries of the parcel except -as shown, that p , there are no encroachments upon this described premises by `. SW EDGE WOOD TIE WALL improvements on any adjoining premises, except as indicated, and that lam` there are no apparent evidence- of any easement crossing g burdening • IOir 0 p any part of said parcel, except as rioted. a`''+,1 cr y``''�•, �i• co ���, ' �/ Date Leland Leehner,• :L.a. 2360(1 � �`t I01 `-`-~" SNOW DUMP AREA r Ct/ Note: Only platted easements are shown. Note: According to Colorado law, you must commence any,, l_4 ,'J, based upon an i` ticxn defect in this certificate within three year: after` P Y you first discover such defect. In no event may any action tsa:j4a upon - �O Je , any defect in this certificate be commenced more than ten year: from KROGMANN ADDI 10N_ 0 Art 04, �� ��} v the date of certification shown hereon. 4,`� �P PAVED PARKING .,� ' '^� Qk oP `� /'�O Leland Leehner P.L.S,23506 Box 3463, Mail, Co. (303) 94'9-5367 - - 'a• �. ���-.��- -�=�'----- ~`' !`-��"T'�.� .�i'OV�;�"��1StAcx=i...Ta._.C�S."C ' , HYDRANT / CONIFERS ry� ,�• �` rOf3 G ,r 40 wvFa (ASSUMED) . •� S�Y'Mt•.'. ""`'�' '` :.- + A_ LIST' Off' DR _ I PHONE , N� , LOT i' �` '�� `. G s- , Box / 0.2644"AG. (CALL. FND PLAIN REBAR ER SHEET SITE PLAN '!�• y SHEET 1 COVER r o SHEET 2 FLOOR PLANS do a �s• 1 I r r,V � A PSN SHEET 3 ELEVATIONS,SECTION SHEET 4 FOUNDATION, FRAMING Ss4 / 22' SHEET 5 DETAILS �' >• 1 • '`�' 1000 . �� " .� It -tASE- I certify that this topographic survey wes'darivedifrom a field eurvey,under my direct supervision ands '"4 an t� accurate representation of the topography oe��• - D1SCes Leland La+^z�`,+Lr'���j�,:�;�6 , ,i 1 ' ` � •_�'�►Y�'�• .._....�..^..�,..-�...._.„. <rT �� , ' ,. _ Notes: 11 Elevations are based on the first floor 4'L,eQtiicA,ef the v) - existing Douse being 100.0 r :. VGA' i ,+.,. y ; z) The contour interval is Z feet. J _ _ . ;_ _ .. "._ („ 3) Landscape and topographic features hidden by snow dump t►reas along Davos Frail and parking areas are not shown. r rvo 4) According to Colorado law, You must commence ar�y legal ,I action based union any defect in this certificate +ttthin �� three veer* after you discover such defect. - In no event may 11 „ apspor..00r Qi+�y�„ �„ire, any action based upon any defect in this certificate be fr' l /G ,. corivonced more then ten Years from the date of certification '+tb �""”' shown hereon. Leland Leehner P.L.S. Box 3463, V4il. Colorado (940-5387) /+��y+,,^� r F < • :�yy,I.iMMw1<MF.FAdMMM3t A,IY,t Nw+,.. as i..� iWn.MY1Y..MM YY. 'if.4.ilf+,rM'I.Y.+.,s'4.4•W'Y'IpIWK . ' !e#��� M1Hwtid fIM�annaw Ct!AftlNtNT s _ j I Aa d4 0#1 a r7J * �kqktm . rep( YRp_ fit � i� � av�� $r` �a h r r I�l 01 atK /Y REVISIONS JOB NO. � �� KRO GMANN ADDIT ON � DATE e%AA l M M ei ' • i _ _ __ _ wn un! 21 _ CO R S HE E' /", ''P LAN �� SHEET cot iscon Z\ Plan RM Q, sm �� �.► - - - s ,SsO ., � 1 DRAWN BY L �� P 0 Box�9.Eale, [ado 81 1. 03)328-238•FAX328-62� �j �`,� f COELHO �`” l �,;.. v its¢ t, � _ F a • ., yr .. ., .:rt.'I rt. �`_ t ¢' �i'14i.t '��.� �.> t ,..•," ,. , f l On (�q i/ y �g•!� i ¢ 'i :.4,,� .-i'u ! w7 G.i l'j �Jt lii, L1i• I:.Mit '. i"+ i','`r i."fr� Tiif3°V of ail QI tit" T:i;i :. of n zM. i! i! t .3dt1 rSSi �lar�s S�iF���,CMtlC;r;S c�ttd Ot lit d-La ,hint ® u I��t IJ"„�Ii li tna buiioing official from tnerev;t;:r rLyu:r�ng tna id na specifications and Y of errors in said- pla pe Otht�, F I I E ' I t - I , E I GLASS BLOCK + _ SIDING TO MATCH I O O O O I' EXISTING RESIDENCE k 4 I I I LLA DOWELS o IT O.C. EXISTING COONCRETE WALL I - _ r I I I TO 6 w BELOW TO BE SLAB MOVED I I _ DRAIN G - 1 . � - 1-1l- - -.- - - - - - - - - - - - - - - - - all i ADD NEW STEMWALL— _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REA.R ELEVATION/NORTH ........... it -1 n 1. . . ROOF DEPTH - - - - IrUTHANE �� Uu�Y/ — CEILING HEIGHT VERIFY EXISTING i FOOTING - ----- 1�AST ELEVATION ® ® ® 3 3 q " Jt io WINDOW SCHEDULE DOOR SCHEDULE / I WEATHERSHIELD CII-2044 4'I l/2"x2'l A WEATHERSHIELD EM29(3'O) 3'51/ '9•2 WEATHERSHIELD 2836/OSHC35 WEATHERSHIELD -�1 3 WEATHERSHIELD 2836 3'5 1/2"x2'9" C WEATHERSHIELD LI-HI7 4 WEATHERSHIELD p SOLID CORE-BY OWNER 2 e- 8 6 1010 00 5 WEATHERSHIELD 20x36 CSSUBY 3'7 5/8x3'11 1/4" E SOLID CORE-BY OWNER 3668 6 WEATHERSHIELD 16x16 SUBY I'11 5/8"x3'3 1/4" 0 F l ® A F01� o, 7 AIA INDUSTRIES SKYL 3232 30 I/2"x30 1/2" B � ) FU� F01® 8 AIA INDUSTRIES SKYL 2222 19 I/2x 19 I/2" 9 r\ Q U F01 ®a ENTRY ELEVATION/ SOUTH EXI°TING I I I I NEW FOOTING FOOTINGS VERIFY EXISTING FOOTERS 4 2x12 JACK FAFTERS — —' — -- — W — — — — — — — ROOF MATCH EXISTING WOOD SHAKE ROOF — - JIT- I LL r i �E 2x6 D.F. o I6" O.C. W/ R-19 GLASS BAT INSULATION I 1/2'' SHEETROCK INTERIOR E b II a non nM n Q �uuuuuul _ TJI/25 DF o 12''O.C. ��~ 6 3/4'' RISER 12'' TREAD . II 2xI2 STRINGER u 11 11 REVISIONS JOB NO. = CUT EXISTING FOOTING 0 4-12-94 KR O G MA A D I T I O N 9 6 BELOW NEW SLAB DATE '' 4- F CONCRETE S_AB C2800 PSI MIN.) O/ o 3-7-94 � SECTION 4X4 WIRE MESH OR FIBERMESH O/ ELEVATION S E C T I O N 6mm MOISTURE BARRIER O/ r �+ Z / 4' ' MIN.DEPTH GRAVEL OR SAND C ALL 4 1 ' — O ) ) SHEET SCALE 1 / 4 W/ TWO **4 REBAR CONTINUOUS m PERIMETER Isom dt EIATE9 4 DRAWN BY P.O. Box 9.Eagle, Co rado 81631 • (303)328-2388.E 8-6266 of 5 COELHO UFF/Ilu MID f 26'-O" 37'-O" 6'-2" E ADDITION TO BE CONSTRUCTED ON EXISTING FOUNDATION o THIS WALL GLASS BLOCK SEE FOUNDATION DETAIL JACUZ I �1 WH I SHEET 4/5 Z-U E 6 I � � C � b I EXISTING I ! REMOVE I X� E Q i0 EXISTING io STEM WALL I I O 6x10 BEAM O �- La x co PO trr S 'T'1'fa � _ BATH c0 f e 5/8 TYPE'K' C- UTN O RR A GE ?PLYWOOD DOOR MASTER BEDROOM 2x4 ? SHEETROCK U r FIRETAPEE O N I N I NEW GARAGE I - - - - - - - - - - - - - - - (Js EXISTING U' 0 D _ CLOSET BY ' OTHERS p� �, GAS LOG � \ � O FIREPLACE - — REMO EGLO Y I MODEL4000GDV EXISTING 4: - - - - - - — - - - - - - - - down 2(2x12) HEADER STORAGE UNDER STAIRS O5/8 TYPE 'X' SHEETROCK I lO,-0� — 8p 3(2x12) HEADER 80 khm tin _ I 1 3 — —+ r • ADDITION TO BE CONSTRUCTED ON EXISTING J FOUNDATION o THIS WALL - — 3 3 3 3 UP REMOVE EXISTING �-3, STAIRWELL MATCH EXISTING WALL MECHANICAL CLOSET CLOSET O I 1 a - r B REMOVE EXISTING STAIRS • MATCH EXISTING LL O a / FRAME W/DECKING S r` �G✓ CARPET CCMA CH AND 3 301_0" EXISTING FLOOR EXISTING 10 Al 6'-6 I `�? NEW ' ENTPY (� .. ` SECOND FLOOR PLAN q / 1 4> > _� 1 � - 02 , ( " FIRST FLOOR PLAN k 7 -° NORTH EXISTING PLATS ADDITION 1 /4 ) 1 - O 4 - - r _ G EXISTING WALL(to be removed) i 5 SECOND FLOOR PLAN �cj NEW ADDITION ,A vo 5 SCALE 1 / 4 1 ' ® > > 1 /4" - 1 ' - W t 71-0" e> C I , , REVISIONS NO. 0 4-12-94 _ KR O G MANN AD D I ` O N p9322 DATE I FLOOR PLANS 3-7-94 F _ SCALE 1 /4 " _ — 0 ) SHEET - - 2 ------ ISOM & ASSOE DRAWN BY P.O. Box 9.Eagle, Colorado 81 . (303)328-2388.FAX328- 6 f 5 fi�6 COELHO 1 own'of c 2x12 FASCIA W/ VERIFY TOTAL DIMENSION 30'-0' 2x6 FASCIA EXISTING WALL 3'-2' VERIFY FOOTERS ON-SITE 1'-4' DRILL REBAR INTO EXISTING FOUNDATION i — — — — — — --— — — '— — — -- -- — — SAW CUT VERTICAL E HORIZONTAL EXTERIOR ''x10''x16' ' I F I FOUNDATION WALL 8 FLOOR RAISED 18'' ABOVE typ, FOOTING 2X8 a 12,, o.c. — I CONCRETE SLAB I I NOTE, OPEN PIT SUBGRADE INSPECTION 2x8 D.F. JOISTS 2' O.C. I I REF. EAST ELEVATION BY SOILS ENGINEER TO VERIFY MIN. 2 3*4 REBAR ! 3000 PSF BEARING. -0 IN FOOTING I I i 2 ss4 REBAR New � I I I � I I REMOVE EXTERIOR FOUNDATION N IN STEMWALL �NT12Y WALL TO 6" BELOW FINISHED SLAB ELEVATI©Af I I r I — � � I I 3/4"PLYWOOD LEDGER W/ _ _ I THICKEN L 1/4'' PLATES SLAB - - I I I VERIFY EXISTING DIMENSION I I I I SLAB EN I n l II NEW GARAGE I I ( I I I O` N L` — — — I 8"x10"x16" FOOTING (typ.) I I II I U I ' 5 NEW SLAB MIN. 1 1/2'' OV="R EXISTING SLAB I I I r t T-0" ru FOUNDATION PLAN I`C MbV E_� - NEW 6'' PEDESTALS I DOWEL (4) TO EXTERIOR TEM WALL f - - - - - - - - — — — — \,\// HIL I I HIT UoWEL AN HOPZ,'� 2 x 8 o 2' O.C. — - - - - — — — — — — — — EXISTING I I Ve1zIFY E�ct��TlNGo WALL F K I I I FOVT E r,`t> ►'Y 11 x y '-O s I II 8' ' FOUNDATION PLAN 2'-2 = 8'-O 2'-8 -0 2'-8 EXISTING FOUNDATION NEW 1 /4) 1 CONSTRUCTION 6x6 ROUGH SAWN BRACING TO SUPPORT ROOF STRUCTURE L - - - � 3/4 " TONGUE AND GROOVE ,APA T-0" FIRST FLOOR ROOF RATED SHEATHING 48/24. NAIL WITH IOd SPAN INDEX —' — — '— AT AT 6 INCHES O.C. AT ALL EDGES AND AT r SKIRT 6'-6' 10" O.C. AT INTERMEDIATE SUPPORTS. SECOND FLOOR FRAMING k ABOVE NEW ENTRY 1 /4" r r , 2x14 FASCIA LL I ' - EXISTING ROOF p , TJI/25 DF o 12' ' O.C. 4 ' t (a r X TJI SOLID BLOCKING AT CENTER OF JOISTS Ti I --I L= h .LACK TO RAFTER EXISTING ROOF N 8x16 GLU LAM (Fb- 2400) — —" — — — '— (typloal of 3) ENT 5'' Q _ o � NORTH 2x8 REDWOOD FACE BAND r r 9'-8' IF Y 2x8 LOOKOUTS W 2x144 FASCIA b 3C'-O" F=i c7s 2x14 FASCIA ROOF 'V 2x8 RAFTERS 20 YR WOOD SHAKE(matoh exlsting) O/ &G 3/4" O/ 3/4" TEG SECOND FLOOR FRAMING y - PLYWOOD r O/ 2- 5' ' GLASS BATS(R-38 TOTAL) 1(` W/ 2x12 D.F o 24' ' O.C. 1 /4 = 1 — 0 O/ 1/2' ' GYPBOARD W/ ROUGH PLASTER ' ' ' FINISH . 30'-0" k REVISIONS 013 N0. ROOF FRAMING- PLAN 4-8-94 KROGMANN AD ITION DATE 322 9 f 3-7-94 1 /4" = 1 ' - O " o _ FOUNDATION/FRAM G — — o SCALE 1 /4 ' = 1 ' SHEET ` zzl� iSOM do aSS6CIA ES 3 t P.O. Box 9.Eo le Colorado 81631 • 303 3 -2 8 . - " a COELHO DRAWN BY g ( ) 3 8 FAX328 6266 of 5 k � !/ail ` EXISTING ROOF e'h TO, , LINE uvr- I . FLASHING 2x6 STUD o WOOD SHAKES 16'' O.C. 30#FELT 3/4'' PLY 2x8°12" O.C. 2x12 0 16' ' O.C. 0 ° 1/4'' STEEL PLATE 6x6 ROUGHSAWN BRACING THRUBOLT O I - W/ WASHER R-38 GLASS BATT INSULATION k 3/4' ' PLY 10d's o 6—O.C. O.C. (3) 16d PER PANEL � I 2'-10' ' 5/8 GYP. BD. , r t 2x14 FASCIA 2x8 FASCIA OVERLAY 1 ROOF SLOPE I TO MATCH ' EXISTIN OVERHANG TO MATCH EXISTING (APPROX. 4') /2x14 FASCIA W/ \ 2x8FASCIA OVERLAY I` RIGID FIBER BOARD / 2x6 D.F. 0 16'' O.C. O/ E R-19 GLASS BATT INSULATION O/ 4 5/8 SHEETROCK SIDING TO MATCH EXISTING MATERIAL tt(fF - FASCIA GABLE DETAIL ` TJI/25 0 12' ' O.C. 2x8 PRESSURE TREATED SILL PLATE 1 VERIFY ANCHOR BOLTS m 24'' O.C. t, R INSTALL FUR OUT W/ 2x2 0 24'' O.C. 1 1/2' ' RIGID INSULATION 1/2' ' SHEETROCK GROUT ax4 DOWELS o 2--0—' O.C. TAR EXTERIOR EXTEND 2' 6'' INTO SLAB 4'' CONCRETE SLAB TO 3/4" GRAVEL 6x6 WWM MATCH EXISTING OR 1 1/2'' OVERLAY =4 DOWELS O ° I — ° — ° ° — ° —°\ 32" O.C. I I 6x6 WIRE MESH STEMWALL TO MATCH EXISTING Oi ALT. BENDS tt I I I 3/4' ' GRAVEL II I I III 1 EXPANSION INTO EXISOTING STEM WALL JOINT ° HORIZ. REINFORCING tt4'S o 4' MINIMUM DEPTH TO 16. 1 O.C. BASE OF FOOTING MIRIFI FABRIC TO DAYLIGHT � 4'' PVC DRAIN 8' 00 3/4 WASHED GRAVEL TO SOAK AWAY I'-O" IF REQUIRED BY ENGINEER. N.T.S. 81, 16" E _ FOOTING DETAIL TYPICAL WALL SECTION . 2 A / h ` _ V REVISIONS JOB NO. 4-12-94 9322 - - KROGMANN ADDI ION DATE I , ° DETAILS 3-9-94 SH 5 ISOM & ASSOCIATES 5 DRAWN BY P.O. Box 9.Eagle, Colorado 81631. (303)328-2388.FAX328-6266 of COELHO r. i s F - i 1v k " r , r ty , GENERAL NOTES 4 materials. Notify Building Inspector when the excavations are ready head and bed joints and reinforced as specified herein or shown on drawings. Joints G and arrange for inspection of footing excavations prior to placing shall be struck flush, except for walls exposed in finished construction, which Release of these construction drawings contemplated further be tooled concave. Clean exposed masonry or dry brushing at the end of each reinforcing steel and beginning concrete po.ir. day's work and after final pointing to remove mortar spots STRUCTURAL STEEL ' cooperation among the Owner, hie Contractor, and the Architect. g p is and droppings. Communication is imperfect, and every contingency cannot be All footings shall penetrate the topsoil and loose or soft materials Build all corners and intersecting walls with fully interlocked units. anticipated. Any ambiguity or discrepancy discovered by the use and shall bear on firm natural soils. Footir elevations shown on ` of these design/construction drawings shall be reported in writing g Provide control joints as shown on drawings. If not shown on drawings, provide All structural steel shall conform to ASTM A36(Fy-36 KSI), except pipe columns, which plans are extrapolated from available information and may need to vertical control joints spaced not to exceed 30'-00 on centers. Locate control shall conform to ASTM A53-Grade B ASTM A500 (Fy=46KS1)for Tubes. All bolts shall be immediately. Drawings ore not to be scaled. All drawings and be adjusted to meet the above requiremen . joints at points of natural weaknesses in masonry work. All reiforcing steel shall be ASTM A307, unless noted otherwise. All construction per latest AISC Handbook. All General Notes shall be thoroughly examined by each Contractor continuous thru control joints. expansion bolts to have I.C.B.O. rating for materials into which installation takes place. before he or she enters into the contract. Provide vertical reinforcing of C.M.U. walls as follows: All bolts, Anchor Bolts, expansion bolts, etc. shall be installed with steel washers at face Bottom of all exterior footing shall be a rrinimum of 3'-6" below 1 One 5 ® 16" o.c.; Two #5's ® 16" o.c. at entry wall as shown on Drawings. of wood or at slotted holes in see[ sections. All welding shall be by welders holding the lowest adjacent finished grade. 2 One 5 at all corners, intersections, wall ends and each side of control joints„ valid certificates and having current experience in the type of weld shown on the P , The construction 'drawings illustrate the completed structure with 3 Two 5's at all jambs. Reinforcing shall be continuous full height of walls and certificates and having current experience in the type of weld shown on the elements in their final positions, properly supported and braced. centered in grouted cells. Drawings of Notes. Certificates shall be those issued by an accepted testing At all exterior concrete foundation walls where so indicated on the 4) Dowel all vertical reinforcing to foundation walls with dowels to match vertical agency. All welding done by E70 series_ low hydrogen rods. All welding per latest In, the proper sequence. provide proper shoring and bracing as Drawings provide STYROFOAM BRAND SM rigd insulation, R7.5. reinforcing. American Welding Society Standards. Where welds on Drawings are shown as shop may be required during construction to achieve the final com- Extend insulation 2'-0" beneath floor slab YP t ') Provide horizontal reinforcing of C.M.U. Walls as follows: welds, the Contraoctor may shop weld or field at his descretion. Shop welds and ( 1 Two 5's in minimum 8" deep routed continuous bond beam at to of Ovals, field welds shall be shown on the shop drawings submitted for review. pleted structure. ) # P g p ledgers and at 4'-0" o.c. vertical, in bond beams as shown in drawings. All expansion bolts shall be "Red Head" I.C.B.O. 1372 sleeve anchors or an Foundations for all buildings where the surface of the ground slopes more than 2 - ) provide bent bars, to match horizontal bond beam reinforcing at corners and wall P # Establish and verify all openings and inserts for mechanical. one foot in ten feet shall be level or shall be intersections to maintain bond beam continuity. approved equal. r stepped so that both top and bottom of s.ich foundation are level. 3) At control joints, wrap bond beam bars with mastic tape for 1 '-6" each side of electrical and plumbing with appropriate trades, drawings and control joint. Stagger Install lock washers aloe with flat washers where indicated on the Drawings. j gger bond beam bar splices minimum of 6'-0". Provide 9 9 subcontractors prior to construction. Foundation cripple walls shall be framed of studs not less in size horizontal joint reinforcing at 16" o.c. vertically lap reinforcement 6" minimum at than the studding above with a minimum length of 14x or shall be ends of units. Provide continuity at corners and wall intersections by use of Drypack shall be 5000 psi Five Star non-shrink or equivalent. install drypack under solid blocked. or shear paneled on both sites. When exceeding base lutes after column has been P g prefabricated "L" and "T' sections. p plumbed but prior to roof installation. f The Contractor shall provide all measures necessary to protect 4 feet in height such walls shall be framed of studs having the All reinforcing shall be placed prior to grouting. Vertical reinforcing shall be held in the structure daring construction and observation visits shall not size required for an additional story. position at the top, bottom and at intervals not to exceed 192 bar diameters. Lap Structural steel shall be detailed, fabricated and erected in accordance with AISC include _inspection for these measures or construction methods. Can-out in foundation with a 4" size hole in subfloor area where L.P. gas reonforcing 44 bar diameters minimum. Manual of Steel Construction and AISC Code of Standard Practice.. equipment may be installed. Place can-out at lowest point in subfloor area LH series joist to be checked and certified b joist manufacturer in compliance with F Where grout pour exceeds 4 feet in het ht, cleanouts shall be provided in the face J Y j P t Construction materials- shall be spread out, if, placed on framed to vent gas out to daylight. shells in the bottom course of each cel� to be grouted. AISC requirements for loading as specified above. floors, or roof. Load shall ' not exceed `the design live load per ' Can-out for water and waste lines in foundation for inspection. All piping to be WOOD 'FRAMING Steel deck is to be type 1 .5822 paint deck by Vulcraft or equal. Deck to be secured square' foot. wrapped to prevent bonding to concrete. to joist to chord with 5 8" diameter ` _ j p / puddle weld at each support at 36/7 pattern I and two side lap fasteners between joist using No. 10 TEKS self-drilling, self tapping, Where" reference is mode All moulds, ornaments. grooves, clips, anchor bolts, etc. shown on the hex-head plated steel screw. to various test standards for materials. drawings shall be provided for in the form work before the concrete is poured. such, standards shall, be to edition and/or addendum in effect Truss hangers provided by truss manufacturer shall be installed Joist to be secured to bearing plate by welding using 3 inches of 1/4 weld two at time of submitting id. Fibermesh shall be as manufactured by the FIBERMESH COMPANY. Manufacture according to manufacturer's instructions. This includes truss clips for g j pounds uplift unless g and use in accordance with ICBO report Nc. NER.-284. all non-bearing walls. of inch Ion on each side of joist seat or to resist 3300 P otherwise noted k Notes and details on drawings shall take precedence over General Figures shall have precedence over scaled measurements and details shall have Plywood Sheathing: Sheathing shall be exterior Douglas Fir Plywood sheet laid Joist Camber, 4-1/4 inch maximum, as determined by joist manufacturer ENotes and Typical Details. Where no details are shown, construction precedence over general drawings. over supporting members with long dimensions perpendicular to the edge of the joists or the studs (unless otherwise noted). Stagger joints 4'-0" at shall conform to similar work on project. Existing conditions at the building site shall be verified and examined by the adjacent panels. Joints shall fall at centerline of joists or studs and Contractor and./or sub-contractor, and signing of the contract with the Owner discontinuous edges shall be blocked. Prior to construction, the Contractor shall verify and be responsible shall al presumptive evidence that the Contractor is thoroughly familiar with MISCELLANEOUS NOTES � r r all local conditions and peculiarities.. Provide 2X blocking full depth of floor joists at 8'-0" O.C. and 2X blocking for the correctness of all dimensions and existing conditions shown depth of rafter joist at 10'-0" O.C.. See framing plans for additional blocking on the drawings.. Report any variations or discrepancies to All drawings and General Notes shall be thoroughly examined by each Contractor that may be required. Architect before proceeding. before he or she enters into the contract. Slab reinforcing to be 6x6x10 guage wire mesh or Fibermesh. Cover wood framing with 15 lb. waterpproof building paper in shower enclosure. Garage floor surface areas where motor vehicles are stored shall be of noncum- t Options are for contractor's convenience, if he chooses an option, CAST- IN - PLACE CONCRETE All nails to be common wire. bustible materials or asphaltic paving materials. � contractors shall be responsible for all necessary changes and shall Cutting. notching, or drilling of beams or joists to be permitted only if on detai Provide 18x24" minum size crawl hole within 20 feet of plumbing cleanouts to be coordinate all _details. sheet. unobstructed by pipe, ducts and of similar construction. If water heater or other Concrete shall meet all the requirements of the latest edition of ACI 301 with Type 1 gas equipment is placed in underfloor area they shall be made accessible Cement. Minimum 280 day compressive strength (FC), shall be as follows: All exterior wall framing to receive 15 lb. waterproof building paper at for inspection, repair or replacement with a doorway of sufficient size for removal. Typical details may not necessarily be cut on plans. but apply exterior wall material. unless noted otherwise. Provide girder pockets with a minimum of 1/2" air clearance around the girder 1) Exterior Exposed slabs and curbs-----------------------4000 psi and Wood joists and floors closer than 18" or wood girders and supports closer than with minimum 3" bearing on redood P.T. or metal. contain 4 to 6 percent entrained air. 12" to the ground shall be pressure treated wood or foundation treated redwood.Any engineering design. provided by others and submitted for re- Air gaps are required whenever a domestic dishwasher is installed. IAPMO confirmed 2) All other concrete---------------------------------3000 psi Provide double 'oists under parallel partitions unless otherwise noted. that looping the discharge pipe or a check valve does not comply with that view, shall bear the seal of an ,engineer registered in the State P J P P of Colorado: All reinforcing ars shall be ASTM A615-Grade 60. except " section. When ordering sinks, specify the correct number of holes required. g p pier ties which shall be Provide double top plate with min. 48 lap splice. ASTM A615-Grade 40. Welded wire fabric shall conform to ASTM A185. Hose bibbs and lawn hydrants shall be protected by an approved non-removable SHOP DRAWINGS Concrete protection for Reinforcement Provide let-in braces at ends and every 25 ft. of exterior stud walls and type backflow prevention device. At least one exterior hose bib is required. p (unless otherwise noted): main cross partitions. (U.B.C. Sec. 2617(g)3) unless otherwise noted for shear. Liquified petroleum gas facilities shall not be located in any pit, basement, under -- -' 1) Concrete cast against earth---------------------------------3" All exterior walls to have full thick foil backed batt insulation having a heat windows or under any interior stairway, in engine, boiler, heated or electrical meter Shop drawings shall be submitted to the Architect for all structural flow rating of R-19. All non-exposed ceilings to have foil backed batt insulation rooms. p 9 2) Concrete cast in forms but exposed to weather or earth: having a heat flow rating of R-30. All floor insulation to have heat flow rating Df items Jn addition to items required by Architectural specifications, #5 bars or smaller------------------------------------1 1/2" R-19 unless otherwise indicated. Gas fired units and ducting in garages to be elevated 18" and protected by car with the Seal of an Engineer registered in the State of Colorado. Bars larger than #5---------------------------------------2" All ground wire shall be unbroken to the panel ground. impact with 3' pipe "bumper' or equivalent. 3) Concrete not exposed to weather or in contact with ground: All solder used for copper water piping installed for potable water must be 95-5 or The Contractor shall - review all shop drawings prior to submittal. Walls and slabs-----------------------------------.------Y401 Rafters shall be framed directly opposite each other at the ridge. Ridge boards shall lead-free. 50-50 solder cannot be used. If it is, the entire system must be items not in accordance ,with contract drawings shall be flagged Columns and beams (primary reinforcement. ties. stirrups)-----------1 1 " be min. 1 " nominal thickness and not less in depth than the cut of the rafter removed and redone. at all valleys and hips. upon "his ' review. Lap splices shall be 44 bar diameters and shall be staggered minimum of 6'-O" Ferrous gas piping installed underground in exterior locations shall be protected from unless otherwise noted on drawings. Valley and hip rafters shall be single and not less than 2" corrosion by approved coating or wrapping material. All horizontal installed piping t Verify all dimensions with Architect. nominal thickness and not less in depth than the cut end of the rafter. shall have at least 12" of earth cover. Plastic piping (for gas) shall be wrapped Bend all horizontal wall and footing bars 1'-0" around corners or provide corner bars to a point of at least 6" above grade. * with 2'-0" lap. Rafter ties to have a maximum spacing of 48". Any changes, substitutions, or deviations from original contract Appliances and vents are to be installed acording to Uniform Mechanical Code or Detail bars in accordance wit the latest editions of ACI Detailing Manual and ACI Ribbon or blocking required for ceiling joists to prevent rotation. their manufacturers listing. drawings shall be clouded or flagged by submitting parties, shall g• Building Code Requirements for Reinforced Concrete. Provide all accessories not be considered approved after' engineers review, unless noted necessary to support reinforcing at positior shown on drawings. Show location of hot water heater. No gas water heater which depends on the accordingly. combustion of fuel for heat shall be installed in any room used or designed for Place (2)-#5 bars with 2'-0" projection around all openings in concrete walls. Rafters shall be tied at ridge with clips or straps over ridge. sleeping purposes, bathroom, slothes closet or any closet or other confined space The Architect has the right to approve or disapprove any changes Maximum concrete slump to be 4". Spaced (skip) sheathing for wood roofs shall be spaced not to exceed 6" clear opening into any bath or bedroom. to original drawings at any time before or after shop drawing not more than the nominal width of the sheathing board. Sheathing board shall not Provide venting and combustion air for all gas water heaters. ' review. - Calcium Chloride shall not be added to concrete. be less than " by 4" nominal dimensions. Provide pressure and temperature relief valves to be located within 6" to top of In slabs on ground with exposed concrete Finish, form or saw construction joints, Purlins to support roof loads may be installed to reduce the span of rafters wit-lin water tank at water heater. Discharge line to terminate through exterior wall to The '�shop drawings do not replace the original contract drawings. approximately one-fourth the slab thickness, not over 15 ft. o/c each way, (U.N.O.), allowable limits and shall be supported by stringers to bearing walls. The max. within 6" to 24" of finished grade. in general at centerline of columns and at midspon if necessary, out every other span of 2"x4" purlin shall be 6 ft. but never can the purlin be smaller than It is the Contractor's responsibility to make sure items are con- reinforcing bar or wire under joints before placing concrete fill contraction joints with the supported rafter. Anchor or strap gas water heater to prevent horizontal displacement. _ strutted to original drawings. joint sealer. Struts can never be smaller than 2X4. The unbraced length of the struts shall rot Provide attic ventilation 1/1 50 of floor area. If vaulted ceiling, provide 1/150 ventil- Provide 1/2" expansion joint filler around -olumns in slabs on ground and as noted exceed 8 ft. and the min. slope of the struts shall not be less than 45 degrees ation er rafter bay; .E.. min. 2 each 1 -1/2" pop in vents at eaves and equal The adequacy of engineering designs and layout performed by the on drawings. from horizontal.. ridge vent. A 1 " air space is required above batt insulation in each bay. All vents others rests with the designing or submitting authority. must be screened, min. 1/4" mesh. Reinforce concrete slabs with Welded Wire Fabric(W.W.F.) as shown on drawings. pro- Any exposed plywood roof sheathing shall be exterior type: Exposure 1 or better. ' . Reviewing is intended only as an aid to the Contractor in obtaining vide one full mesh lap at side and end laps and wire together. A 30.•X30.. Min. opening in attic required to access equipment. Provide bracing under decks ooeer 8 feet in height. correct shop drawings. `Responsibility for correctness shall rest with Comply with Recommended Practice for Cod Weather Construction (ACI 306) when Provide blocking down the girder line with 2" minimum lumber. Windows shall provide Ii h20 for ventilation.t and ventilation in habitable rooms with 1/10 floor area placing concrete in cold temperatures. the Contractor. Provide a minimum of 6"' clearance between wood and earth. for natural light and 1 Floor areas not covered with tile or floor -overing shall be hardened and dustproofed Provide min. one emergency exit window (or door) per bedroom. Finished sill height SOILS INVESTIGATION with "Kure-N-Seal' by Sonnaborn or equKolent. Provide positive connection for post and beam and all girder and post connections max 44" from floor, min opening height of 24" and net clear opening width per UBC 2516(m). of 20" for total of 5.7 sq. ft. Bars or grilles must open from inside without key or Pinsetter and lane areas shall be power-sanded with a surface plane tolerance not special knowledge or effort. exceeding 1/8" in 10'-0" straightedge. Provide continouy bearing support for ridge beam to foundation. Prior to, beginning construction. a Geotechnical Engineer, registered Tempered safety glass required on all intgress and egress doors, fixed or sliding in the State of Colorado, shall be retained by the Owner to provide Unsupported plywood edges to be blocked or supported with clips.. doors, unframed swinging doors, shower or bathtub doors and enclosures, operable or inoperable windows next to a door min. 12" vertical and 18" from floor. MASONRY a subsurface soils investigation to verify the foundation design. Plywood subfloor to be tongue and groove or blocked as per APA Structural I & II T marked PS-1 . Standard attic scuttle hole may be minimum 22"x30" and may not be obstructed _ All sheathing shall be grade C-D minimum, fabricated in conformance with ICBO by closet pole or shelf. report No. NER-108, and identified with the grade trademark of the APA. Roof ~ F O ZTNDATI O N/CONCRETE Concrete masonry construction materials shall conform to; sheathing shall have a panel index of 32/1 6 and be exposure 1 minimum. Floor sheathing where required, shall have a minimum panel index of 40/20. Wall 1) Hollow concrete masonry units (C.M.U)-ASTM C90, Grade N-1 sheathing, where required, shall have a minimum panel index of 24/10. Sheathing REVISIONS JOB NO. 2) Mortar-ASTM C270, Type S. Fc * 2000psi exposed to weather shall be grade c-c exterior with a panel index as previously . noted. 0 Foundations are designed for a maximum soil pressure of 2500psf 3 Grout for fillip cells and bond beams-ASTM C476,Fc-3000 p, 9 psi with 9" slum All LVL Beams and headers shall be micro-lams as manufactured b "TRUSS JOST 0 DATE ' and at rest lateral earth pressure based on an equivalent fluid Y CORPORATION" and fabricated in conformance with lCBO report No. NER-126 or GENERAL NOTES The contractor shalt grade the surface around the buildings such SHEET weight of 30 pcf, These assumptions must be verified by a 4) Reinforcing Bars- ASTM A615, Grade 60. elaual as approved in writing by the engineer/architect. A ' qualified Geotechnical Engineer prior to construction. • 5) Horizontal joint reinforcing- Ladur Type 'Dur-O-Wall" with 9 gauge side wires All glue laminated beams shall be combination 24F-V4 or 24F-V5 per UBC 0 ` - and 9 gauge croww wires, ® 16" o.c.. table 25-C-1 , unless noted otherwise. Glue-lam beams shall be fabricated in 0 conformance wih "Standard Specificaions For Structural Glue-lam Members Of The that surface' water will be carried. uickl awa from the structure. Minimum prism strength of all masonry well assemblies shall be fm=2000 psi. AITC" with all laminations 1 -1 2" thick. All q Y Y / glue-lam beams shall be cambered O ISOM do ASSOCIATES t +1600 radius unless noted otherwise. Submit Glue-Lam certificates to building Bond beam units shall be produced from standard vertically voided units with pre-cut officials prior to erection as required. o • Excavate all` footings with width- and depth as indicated. Bottoms knock-out walls. DRAWN BY P.O. Box 9•E * Colorodo 81831• (303)328-2388• TO, n of ver of excavations must be level and cleaned out of all soft and loose OOEL140 � • All masonry units shall be laid up with runring bond using full shoved mortar in all Minimum of 2 bars of no. 4 reinforcing steel with splices i` lapped 24" minimum for a typical footing or foundation. Ur P f 3 r FND. WITNESS CORNER IM2RQYEt ENT LOCATION PINS CAP IM? ELEC.VAULT LOT 1, BLOCK F, A RESUBDIVISION OF VAIL DAS SCHONE, ACCORDING TO THE PLAT THEREOF* COUNTY OF EAGLE, STATE OF COLORADO. / I hereby certify that this Improvement Location Certificate was 103,4 prepared for ISOM and Assoc._, that it is not a land survey plat or wOODTIE Sr improvement survey plat, and that it is not to be relied upon for the RETAINING WALL. � S�, establishment of fence, building, or other future improvement lines. I further certify that the improvements on the above described parcel on this date, November 7, 1993, except utility connections, are entirely within the boundaries of the parcel except as ;3hown, that LOT 2 , 1032 there are no encroachments upon the described premises by SW EDGE w00D TIE wA_t, improvements on any adjoining premises, except as indicated, and that 2 ` t there are no apparent evidence of any easement crossing or burdening IOL I any part of said parcel, except as noted. • 102 e /• C�Jij 9.11 W - iZ3, Date Land Lechner R:L.S. ?3b06 101,1 SNOW DUMP AREA J t✓ Note: Only platted easements are shown. 0 Note: According to Colorado Law, you must commence any,,, 14daI*'8ction 10 , based upon any defect in this certificate within three years after you first discover such defect. In no event may any action baud ul.on any defect in this certificate be commenced more than ten years from KROGMANN ADDITION �„� v� „y"��f the date of certification shown heTeon. 0 ! ;`, ry"' 4� PAVED PARKING oP \ I-ed Leland Lechner P. L.S.23506 Box 3963, `Jail, Co. ( 303) 949-5387 /O O 3 \ H>stl���.FZL3r�G"-RC-TAININ6 WALL To Xr*TI NC. WALL To r.A5-r � HYDRANT // � ��°/L�'�l•/c�' It M a .N. CONIFERS 23 I fh• t l CONIFERS eNa � 0', '�. 86 5 .� -„ �a ` 1-1� ORIPUN -�� � —""'---X 2 +� [Do 0 `(CXiST. �' / �.� Hc3_uSE ,� L..AND5CAPr, LEGSN C SLAB ELEV = loo 0 y t CV �Q `0-4,I (ASSUMED) `/ I d•' SYMBOL TYPE 517—x. N Cs, LIST Off' DRAWINGS � F� �� � 0 1�- ,IV ' ' LOT I PHONE � `o � � V BOX ?' t �' �� / O, �,\/�1ZC,�E�h1 4p�iEXl57 4.2644 AC. (CAL.C. '� ti FND, PLAIN REBAR �f `` �Vr �/ Q SHEET 1 COVER SHEET, SITE PLAN ``4• t` �_�a0. era 8 SHEET 2 FLOOR PLANS CV , A5 PSN SHEET 3 ELEVATIONS,SECTION SHEET 4 FOUNDATION, FRAMING I 0 �PA. Ssa SHEET 5 DETAILS / 2S ,, o ., 100 X 40 o / _ UNb15T1JR6C6 SUBSIST[; �bA I certify that this topographic survey was derived from a f �? � B E AS field survey under my direct aupervision and an accurate representation of the topography orrp "s; Date ��^ °ry (� ' ' `� -� �• t Leland [trtTed 3 1U i A �1� 04_ ZfZNGYyA` Notes: Y=�y��,~• • w�SS 1) Elevations are based on the first floor •e la�' ltlioT�otif the _ o existing house being 100.0 " ! SEC l lb N 2) The contour interval is 2 feet. � SGA[ E� I t 3) Landscape and topographic features hidden by snow dump / areas along Davos Trail and parkins areas are not shown. �4 / 41 According to Colorado law. you must commence any legal �j ,% '�k, i -+A NN_ �� ”" � `°° •"��'� """���� action based upon any defect in this certificate within three years after you discover such defect. In no event may APrg any action based upon any defect in this certificate be J o� Out _ cc=encmd more than ten years from the date of certification OATE r ra o'Aw" tr •� shorn hereon. / " ` DACE [.eland Lochner P.L.S. Box 3463, Veil, Colorado (949-5367) / r/ ' ��x!• t�Frwtcb o+•Mo.ant»cY,e.u*nFtit, APPROVED BY THE rGjacaqp S � •r � TOWN OF VAIL (� DESIGN REVIEW BOARD 4 DATE: & 31 r PLANNER: I �� � � � �I l ? REVISIONS �' 7� �/ .JOB NO. l 9322 I�g� - - KROGMANN ADDITION DATE 3-9-94 COVER SHEET/SITE PLAN SHEET ,t,•� - _ 1 ISOM & ASSOCIATES DRAWN BY P 0 Box 9.Eagle, Colorado 81631• (303)328-2388.FAX328-6266 of C t COELNO '� 26 -O" 37'-0" 6'-2" I I ADDITION TO BE CONSTRUCTED ON EXISTING FOUNDATION o THIS WALL / GLASS BLOCK l" JACUZ OWH 'U� O 0 b EXISTING I EXISTING I - I STEM WALL I I 9 H BATH D / • • I i►i I -��� � � • O 0 i I t I II STO RAGE O_R -_---_G-E ir f�P l t i Qj) 5/8 TYPE-<' -- N O�' O -- MI �AI I;S T�E—R 3 B_E— D R_—OO 3 M SHEETROK FIRETAPEE NEW GARAGE I _ -N p FIREPLACE EXISTING CLOSET GAS LOG F � NEAT-N-GLO REMOTE co MODEL4000GDV EXISTING down 544 FoK UPP�K UNIT STORAGE UNDER E STAIRS 101-01 5/8 TYPE 'X' SHEETROCK OD ADDITION TO BE CONSTRUCTED ON EXISTING FOUNDATION THIS WALL � 1 3 A MECHANICAL CLOSET CLOSET 1 - Z zjc 'a" - — f z 30'-0" EXISTING O 6'-6• I"" i �v I. 6 1, -01, `O NEW ENTRY Lr N I I SECOND FLOOR PLAN --- - �, . I J �� r ' 7,_0" _ FIRST FLOOR PLAN EXISTING- PLUS ADDITION NORTH EXISTING WALL(to be removed) �p 73 APPROVED ED gY THE TOWN OF VAIL SECOND DESIGN REVIEW BOARD ��� _ � LO OR PLAN � DATE: � I NEW ADDITION PLANNER: 5 SCALE 1 / 4 1 O ' I r 71-0" REVISIONS JOB NO. I RO GMANN ADDITION 9 DATE �� -� - -- - - - DATE ^ - -- - 3-7-94 - FLOOR PLANS SCALE 1 /4 = 1 ' - O " SHEET �-ze- 94 _ 1 %i7 ISOM & ASSOCIATES DRAWN BY Ll Z/ P.0 Box 9.Eagle, Colorado 81631. (303)328-2388.FAX328-6266 of COELHO 5 ..................................... ....................... F-T-771 I F-7 GLASS BLOCK 8 / 9 9 a) /\(D 7 KD I LLA LL=Nl H D DD F_ KD p Q O REAR ELEVATION NORTH — �_ / .......... ROOF DEPTH zo EAST ELEVATION ................ zo - _aanononQoaoog( -ff Ff l nn � Qaoa ! _� �a^_���� _��__� I VVEATI-AEPSkAIELD CII-2044 A VVEAT"EPSkAIELD E=-M29(3'0) 2 VVEATHEPSHIELD 2836/OSH035 E3 VVEATHEPSHIELD EM20(3*0) 3 WEATIIEPS[-4IELD 2836 c VVEATI-AEPSHIELD LH17 4 VVE D CH-48 1/2x5O SOLID CORE-BY OWNER 2et-0 l,l f WEATHEPSHIELD 20x36 CSSUBY 3068 LID CORE-BY OWNER 3 6 1-010 po Ic 11 6 WEATHEPSk-IIELD 16A6 S U B Y F i t a ,� - c -IF 7 VVE4THL-R3HfELCD :�)HC-35_ 00 L LL� 1001 VVEA THEP SH IELD -1 D 9 -1 10 u 10 ENTRY ELEVATION/ SOUTH 2xI2 JACK ?AFTERS ROOF, MATCH EXISTING WOOD SHAKE ROOF T 2x6 D.F. o 16" O.C. W/ P-19 GLASS BAT INSULATION 1/2' ' SHEETROCK INTERIOR li AppROVED BY THE TOWN OF VAIL ��n�nuuuu u u IEW BOARD DESIGN REV TJI/25 DF o 12"O.C. DA"M: pLANNER. 6 3/4 RISER ( I I I O 12" TREAD 2xI2 STRINGER -7) REVISIONS JOB NO 322 KROGMANN ADDITION 9 DATE A �94 4" CONCRETE SLAB (2800 PSI MIN.) 0/ 0 4X4 WIDE MESH OR FIBEPMESHO/ ELEVATIONS/ SECTION SECTION 6mm MOISTURE 3APPIEP 0/ 4' ' MINDEPTH GRAVEL OR SAND SCALE 1 /4 1 ) - 0 ) ) SHEET SCALE 1 / 4 W/ TWO **4 PEBAP CONTINUOUS PEPIMETEP ISOM & ASSOCIATES 3 DRAWN BY ZZ� P 0. Box 9*Eagle, Colorado 81631 e (303)328-2388-FAX328-6266 of COELHO 2x4 FASCIA W/ 2x8 FASCIA I'-4' typ. PRILL REBAR INTO EXISTING FOUNDATION I I I I I I FLOOR RAISED 18' ' ABOVE 8' 'x10' 'x16'' CONCRETE SLAB FOOTING I 2 u4 REBAR I I I IN FOOTING I I NEW IN V i I I I 2x 8 D .F. JOISTS 12' ' O.C. I I (I 6x6 POST TO ROOF SUPPOP T 2 s4 REBAR 3/4 PLYWOOD IN STEMWALL ENTPY LEDGER W/ THICKEN I/4 PLATES SLAB - -- ------ THICKEN —� I I I I SLAB � I NEW GARAGE I I N Ll I L _ _ J I I II 8"xl0'x16" FOOTING (typ.) T-0" —On I ! II 2'x2'xi' PIER (typ. of 6) I it FOUNDATION PLAN I - - - - - -°- - - - - - - - 2 x 8 m 2' O.C. I F EXISTING I WALL I II I II I I I = I I I N L ! 6x6 ROUGH SAWN BRACING TO SUPPORT ROOF STRUCTURE C �j 3/4 TONGUE AND GROOVE ,APA FIR ►J T FLOOR R O O JL' - - - - RATED SHEATHING d AT SPAN INDEX 7�-On 48/24. NAIL WITH IOd AT 6 INCHES TJI/25 DF o 12' ' O.C. O.C. AT ALL EDGES AND AT SKIRT R T 10" O.C. AT INTERMEDIATE SUPPORTS. SECOND FLOOR FRAMING ABOVE NEW ENTRY I 2x14 FASCIA L L --- _ _ EXISTING ROOF I � 30x O I u X FIXED UR AT CENTER OF JI O STS GLA ING Li 11 1 11 I � i 8x16 GLU LAM (Fb- 2400) — — — — — — (typloal of 3) 20" 0" - OBS URE .. Q N O R T H GLARING 5 ENT 0 _ 2x8 REDWOOD --" ---- -- - --_ -- FACE BAND JACK RAFTER 91-8* TO MATCH EXISTING ROOF 2x8 LOOKOUTS . 2' O.C. 301-01, x W 2x14 FASCIA b U • �!� LL IF 11 , I l� 2x14 FASCIA 'I ROOF 2x8 RAFTERS 20 YR WOOD SHAKE(match exlstlnq) SECOND FRAMING FLOOR O/ BITUTNANE 1; O/ 3/4' ' TEG PLYWOOD O/ 2- 5' ' GLASS BATS(R-38 TOTAL) W/ 2xi2 D.F o 24' ' O.C. O/ 1/2' ' GYPBOARD W/ ROUGH PLASTER FINISH EXISTING ROOF 301-01, REVISIONS JOB NO LINE ROOF FRAMING- PLAN -- - - - KROGMANN ADDITION 9DATE -— -- -- 3-7-94 FOUNDATION/FRAMING CECKROG2 12/29/93 _ SCALE 1 /4 SHEET = 1 — Q ISOM do ASSOCIATES DRAWN BY o P.O. Box 9.Eagle, Colorado 81631. (303)328-2388.FAX328-6266 of S COELHO FLASHING 2x6 STUD o WOOD SHAKES 16'' O.C. 30#FELT 3/4' ' PLY 2x8012' O.C. .a 2x12 o °° 1/4'' STEEL \\ PLATE 6x6 ROUGHSAWN BRACING THRUBOLT W/ WASHER R-38 GLASS BATT INSULATION 3/4' ' PLY 10d's o 6"O.C. O.C. (3) 16d PER PANEL r 5/8 GYP. BD.--11 2x14 FASCIA W/ 2x8 FASCIA OVERLAY ROOF SLOPE TO MATCH OVERHANG TO MATCH EXISTING EXISTIN (APPROX. 4') /2x14 FASCIA W/ \ 2x8FASCIA OVERLAY FASCIA GABLE DETAIL TJI/25 o 12' ' O.C. 2x6 STUDS m 16' ' O.C. #4 DOWELS o GROUT 2'-0' ' O.C. EXTEND 2' 6' ' ;�_„ -- INTO SLAB 4' ' CONCRETE SLAB TO AND 6x6 WWM MATCH EXISTING 2x8 PRESSURE TREATED SILL PLATE #4 DOWELS o 01 o 0 0 o o 32" O.C. I II I I 6x6 WIRE MESH STEMWALL TO MATCH EXISTING ALT. BENDS 4' ' SAND REBAR TO BE DRILLED II I II EXPANSION INTO EXISTING STEM WALL oI 4' MINIMUM JOINT HORIZ. REINFORCING #4'S m DEPTH TO 16' ' O.C. BASE OF O I FOOTING 4' ' PVC DRAIN 8' I O 3/4 WASHED GRAVEL TO SOAK AWAY o 0 IF REQUIRED BY ENGINEER. N.T.S. all 16' ' FOOTING DETAIL TYPICAL WALL SECTION IV L � REVISIONS JOB NO. KROGMANN ADDITION 9322 DATE - -- D E TAILS 3-9-94 SHEET Z�-- % \ ISOM & ASSOCIATES BY \ P.O. Box 9•Ea le Colorado 81631 • 303 328-2388•FAX328-6266 of L�DRAWN ► 9 ( )OELHO 26'-0" '37'-0" 6'-2" 6 ADDITION TO BE CONSTRUCTED ON EXISTING FOUNDATION o THIS WALL GLASS BLOCK SEE FOUNDATION DETAIL JACUZ TL EXISTING 0,7 SHEET 4/5 U 6 ..... 'co II EXISTING REMOVE X F1 J,7 D STEM WALL 9 6xI0 BE -/,o X BATH PLYWOOD DOOR 5 TYPE X' STORAGE Lo 2'x4? SHEETPOCK /UNDER M TER BEDROOM FIRETAPED NEW GARAGE 5<- EXISTING cn @ E CLOSE T BY GAS LOG OTHERS r\ FIREPLACE HEAT-N- REMOTE GLO MODEL4000GDV EXISTING X down 2(2x12) HEADER Ell STORAGE UNDER STAIRS 5/8 TYPE 'X' SHEETROOK j c1fl @ 3(2xl2) HEADER 101-01 OD 0 --T loP 3 3 L L REMOVE E=- ISTING STAIRWELL MATCH EXISTING WALL I TI (D MECHANICAL CLOSET -0 7: H �- T� S 1 B REMOVE EXISTING AIRS MATCH EXISTING W�Ll- FRAME W1 2xI0'S i I , GRAM DFC-,KINC-- 3 CARPET TO MATCH EXISTING FLOOR 30'-0" EXISTING 6 PS %G T� �l,S NG , A MATCH iy pl, 301-0" I °; @ �"j CD ii NEW ENTRY SECOND FLOOR PLAN 11 - V - 0 ; ; 1 /4 O'\ 7'-0" FIRST FLOOR PLAN EXISTING PLUS ADDITION NORTH 1 /4 it it EXISTING WALL(tc- be removed) 5 SECOND FLOOR PLAN NEW ADDITION SCALE 1 /4 " 1 /4" - 1 ' - O " T-0" REMSIONS JOB NO 4-12-94 9322 KROGMANN ADDITION DATE FLOOR PLANS 3-7-94 SCALE 1 /4 1 0 SHEET 2 ISOM & ASSOCIATES '�' DRAWN BY P0. Box 9*Ecgle, Colorado 81631 • (303)328-2388•FAX328-6266 of 5 COEL.H NEW STEMWALL ROOF DEPTH ............... .................. .... ITUT CEILING HEIGHT e3. iYl .......................... HANDPAINTED FRESCO 0 BE DETERMINED BY 5 �`�-��/ � OWNER zo u -,MOE a�aflaaaaaaaaaaaaa� 6 fry 1, X I.-Am A F01 F01 F01 01 K 0 LLI FU F01 0 F01 "o s-'(' roz>-r e-,**m I H) 1-01 Fol 1-0110-1 alai )I ':y: Ir 77 POCI< FACED EXISTING FOOTINGS I NEW FOOTING EX TERIOR A4-tP-Af I L ENTRY ELEVATION SOUTH L -�-11 VERIFY EXISTING FOOTERS REVISED LAYOUT 5 P --TJMA-2�, SHOWER BATH T-JI SOLID BLOCKING AT CENTER OF JOISTS = T 6xI2 HEADER ON FIRST 2')X6' GASLINE CORP. FLOOR WINDOW GA1600 CLOSET FIREPLACE GAS 0SET NORTH F V-7 ��.��^ f �f � ! + I ` i � ! j � j ' I j I i ! I I I I � � � j i I i � #i { ; ' I t ' � I ► III ; I ; ; I � I � � I � , � , , , , i , , ; II l 1 ; I I ; t ( ! I ' i { I I I :4' ?_. XG R, Ia u1Cac» C7� -�..( IBC-� II { II � I � II � i � ll � ! � 1 { li l ! I , ► 1T 41- 8XI8 POST TO BE LOCATED 71 IN FIELD r—,AILIH6L C�'-( 2x8 REDWOOD FACE BAND REVISED LAYOUT 1 /4 = 1 2 - 0 ) 1 REVISIONS JOB NO. KROGMANN ADDITION 9322 DATE 7-18-94 �94 8-24-94 9-94 0 SHEET SCALE 1 /4 1 ISOM & ASSOCIATES DRAWN B*( P.O. Box 9•Eagle, Colorado 81631 • (303)328-2388•FAX328-6266 of 5 COELHO J C, ....... .......................................................................................... 24'- • dy ......7............. r7l —IFIE] GLASS BLOCK SIDING TO MATCH EXISTING RESIDENCE DOWELS o 12' O.C. EXISTING COONCRETE WALL STEMWALL TO BE REMOVED Y, I Z!' BANE) TO 6 BELOW SLAB NEW STEMWALL REAR ELEVATION /NORTH ROOF DEPT H 0000 I-UTHANE T VERIFY EXISTING 000 cp FOOTING ___` _ - - --7 EAST E L T V A T I O N K F-VI SCL) 3131115 4y @) X 00001 10000 co DOOR SCEDULE WINDOW SCHEDULE H I �fla��aa��.fl_a�aaa�aoa��aa�a�a��o�a�aao�o���u_�aafl_____-_ -__ _ _� __ I WEATHEPSHIPLE) CII-2044 4'1 1/2"x2'1 A WEATPERSPIELD F-M29(3'0) 3*51/2*x2*9' WEATHEPS14ELD 2 WEATHEPSHIELD 2836/OSHC� 1'51/4*x2'9* B EM20(310) 3 WF=ATHEPSHIELD 2836 3'5 1/2"x2'9' C WEATHERSHIELD LH17 4 WEATPEPSHIELD D SOLID CORE-BY OWNER 28 68 8 so 5 WEATHEPSHIELD 20x36 CSSUBY 3'7 5/BX3'11 1/4" E SOLID CORE-BY OWNER 3 q6 —010 0 6 WEATHEPSHIELD 16xl6 SL/BY I'll 5/8"x3-3 1/4" If 0001 7 AIA INDUSTRIES SKYL 3232 30 I/2"x30 1/2' 00 000w F01 8 AIA INDUSTRIES SKYL 2222 19 1/2x 19 1/2" as F01 —1 F01 F01 9 FO ��ill��0000 n I Fn7 I I -01 F01 k-j L I I IT EXISTING EW FOOTING ELEVATION / SOUTH FOOTINGS -r 3 L VERIFY EXISTING FOOTEPS 2xI2 JACK RAFTERS ROOF, MATCH EXISTING WOOD SHAKE ROOF L 2x6 D.F. o 16' O.C. W/ P-19 GLASS BAT INSULATION 1/2" SHEETROCK INTERIOR OD 24'-5' ���aoao FrTn n ffn nj uuuuuu TJI/35 DF o 12' 'O.C. 6 3/4" RISER 12" TREAD 2xI2 STRINGER REVISIONS JOB NO. A CUT EXISTING FOOTING 4-12-94 9322 K R O G M A N N ADDITION DATE 6" BELOW NEW SLAB 7-18-94 4' ' CONCRE=TE SLAB (2800 PSI MIN.) 0/ 31-9 5 3-7-94 ELEVATIONS / SECTION SECTION F I 4X4 WIPE MES�- OP FIBEPMES" 0/ -- ---- r 6mm MOISTUPE 3APPIPP 0/ 0 SHEET 0 4' ' MIN.DEPTH GRAVEL OR SAND SCALE 1 /4 - I SCALE 1 / 4 W/ TWO =4 REBAP CONTINUOUS PERIMETER 4 Pg Z",1,,'\ ISOM & ASSOCIATES ILDRAWN BY P0. Box 9eEagle, Colorado 81631 e (303)328-2388*FAX328-6266 of 5 COELHO FLASHING 2x6 STUD o WOOD SHAKES 16' ' O.C. 30#FELT 3/4' ' PLY 2x8m 12'' O.C. 2x12 o 16' ' O.C. o �. ° 114'' STEEL PLATE 6x6 ROUGHSAWN 0 BRACING THIRUBOLT W/ WASHER -� R-38 GLASS GATT INSULATION \\ '�, 3/4'' PLY IOd's o 6' 'O.C. (3) 16d PER PANEL CEDAR SNAKES 2)4 NAILER '- 2x '- - ____, SCREEN I 2•-10•' I 5/8 GYP. BD. 2x2 SLEEPERS RA ER PLYWOOD -- INSECT 2xI4 FASCIA W/ TAR PAPS - - -.�`�--- __ SCREEN 2x8 FASCIA OVERLAY BITUMEN � { ` -----'""— 2x12 '-.._--=�'�, ', ��-�--�1 R.S. 2' 'x8' ' ROOF SLOPE 2x10 SOLID RAFTERS 2x10 TO MATCH OVERHANG TO MATCH EXISTING BLOCKING BLOCKING '-- �\ EXISTIN INSULATION _ 2x x60 C / \ (APPROX. 4') I � STUD WALL R.S. 2x12 /2x14 FASCIA W/ \ 2x8FASCIA OVERLAY RIGID FIBER BOARD O/ 2x6 D.F. 0 16" O.C. O/ R-19 GLASS BATT INSULATION O/ 5/8 SHEETROCK SIDING TO MATCH EXISTING MATERIAL icl TYPICAL ROOF SECTION FASCIA GABLE DETAIL TJ1/25 o 12' ' O.C. 2x8 PRESSURE TREATED SILL PLATE 1 VERIFY ANCHOR BOLTS m 24' ' O.C. OR INSTALL FUR OUT W/ 2x2 o 24' ' O.C. 1 1/2'' RIGID INSULATION 1/2'' SHEETROCK xs4 DOWELS O GROUT 2'-0' ' O.C. TAR EXTERIOR EXTEND 2' 6'' INTO SLAB 4' ' CONCRETE SLAB TO 3/4" GRAVEL 6x6 WWM MATCH EXISTING OR 11/2' ' OVERLAY =4 DOWELS o °' -- - off` -- 32" O.C. 6x6 WIRE MESH STEMWALL TO MATCH EXISTING ALT. BENDS d 3/4' ' GRAVEL EXPANSION REBAR TO BE DRILLED JOINT INTO EXISTING STEM WALL ° 4' MINIMUM HORIZ. REINFORCING =4'S o DEPTH TO 16'' O.C. BASE OF FOOTING MIRIFI FABRIC TO DAYLIGHT 4' ' PVC DRAIN i _p• 3/4 WASHED GRAVEL TO SOAK AWAY Li 0 0 IF REQUIRED BY ENGINEER. N.T.S. gl • 16" 1'-4' FOOTING DETAIL TYPICAL WALL SECTION n 2 REVISIONS JOB NO. 4-12-94 KROGMANN ADDITION 9322 8-26-94 - DETAILS TAILS 3 DATE -- - — -9-94 k ^�- -- -- - SHEET ."1 - - --- - - ' l` ISOM & ASSOCIATES E RAWN BY _� P.O. Box 9.Eagle. Colorado 81631 . (303)328-2388.FAX328-6266 of OELHO x`r, 26'-0" 37'-0" 6'-2" 3'-2* ADDITION TO BE CONSTRUCTED ON EXISTING FOUNDATION o THIS WALL GLASS BLOCK 71 F- I SEE= FOUNDATION DETAIL JACUZ WH SHEET 4/5 EXISTING I I I II U II I O O b rr ; "1 II II REMOVE in I EXISTING STEM WALL D 6xlo BE X BATH -7 PLYWOOD DOOR 71 2'x4'? • 7 STORAGE 5/8 TYPE'><' -1 L� SHEETPOCK J�--[ UNDER 0 M TER BEDROOM FIRETAPED NEW GARAGE EXISTING @ CLOSET I BY OTHERS GAS LOG F /-I 8 FIREPLACE L/ HEAT REMOTE-N-GLO MODEL4000GDV i i ' ! Ii- I I EXISTING (- a down 2(2x12) HEADER STORAGE UNDER STAIRS 5/8 TYPE 'X' SHEETROCK 1�13 c1fl 101-01 3(2xl2) HEADER 01) Z 0 CE 3 UP REMOVE EXISTING la 3 STAIRWELL lt MATCH EXISTING WALL 0 y T-- /0 -0 MECHANICAL CLOSET (D NG AIRS H FRAME=- W/ 2xI0'S I + , 16" O.C., DECKING 3 MATCH EXISTING V B REMOVE E>rISTI CARPET TO MATCH 301-0" EXISTING FLOOR APR 4 1995 EXISTING 6'-6* TOV - COMM, DEV, DEI 301-0" @ � � CD NEW ENTPY SECOND FLOOR PLAN ZCD, PS G S DECKING A "TCH 1 /4 V - 0 � ; S 7'-0" FIRST FLOOR PLAN NORTH EXISTING PLUS ADDITION 1 /4 > > - V- 0 > > EXISTING WALL(to be removed) SECOND FLOOR PLAN NEW ADDITION SCALE 1 / 4 1 /4 " - V - W" 7'-0" REVISIONS JOB NO 4-12-94 9322 K R O G M A N N ADDITION DATE FLOOR PLANS 0 SHEET SCALE 1 /4 Z- ISOM 8c ASSOCIATES 2 DRAWN BY P.O. Box 9*Eagle, Colorado 81631 • (303)328-2388oFAX328-6266 of 5 L COELHO NEW STEMWALL ROOF DEPTH ITUTHANE CEILING HEIGHT N HANDPAINTED FRESCO TO BE DETERMINED BY OWNER cc ELM-0 aao aa�a�a as a �a ofla oa�aaa fl as aaaaa�fl a fl` aoaoaa000aoaooaooa0000a000ao ooaooaoaaaaoa F01 FU Fol 10 1 1L 0o ®a a® ®®-01 v F01. ®� ��� � , .�� � � �' II II It , I , EXISTING FOOTING F=ROCrXTB::210P FACED FOOTINGS I A4 45 ENTRY E LEVATION SOUTH Z VERIFY EXISTING FOOTERS �- - - - _�- -Z - - - -Z - - -1 - - - -�- � � ���� t��►�©.� �:.�1 ►-�..,� REVISED LAYOUT 5 p/`11 eA SHOWER II BAT-A TJI SOLID BLOCKING N) 12- AT CENTER OF JOISTS 4�: 6xI2 HEADER ON FIRST 2x68 GASLINEE CORP.— FLOOR WINDOW GA1600 GAS u CLOSET FIREPLACE -J Uos= v NORTH , ll ; ii-� i � � � � , II ; IIIIIIII ; � ! I III ! ' dill ' ' � � � � 1 i ? IIl � li � ► I i I ii � i ' i , � I , l � i � � I ! � � ! ; 1 � , , � .�.X� �r�.r��a�r o���a �� I � , ; ; , ; I ' � ' I � � � ; � � � + ; III ! i ; " l � l � I ; ; ' ; II I IT 8x POST TO BE LOCATED t I IN FIELD �w_iHgL Osr oLL1141.5-K, 2X8 REDWOOD FACE BAND REVISED LAYOUT 1 /4 1 0 REVISIONS JOB NO. 1, 4-8-94 9322 K R O G M A N N ADDITION DATE 7-18-94- 3-7-94 8-24-94 1A 8-29-94 ) 0 SCALE 1 /4 SHEET ISOM & ASSOCIATES DRAWN By P 0. Box 9•Eagle, Colorado 81631 • (303)328-2388•FAX328-6266 of 5 COELHO 241-6 _5 OFF] GLASS BLOCK SIDING TO MATCH EXISTING RESIDENCE J1 I I L DOWELS o 12* O.C. EXISTING COONCRETE WALL I L n�aQQ �__ - �� . STEMWALL TO BE REMOVED ?-" x IV' 13ANE) TO 6 BELOW SLAB aD "__ _ __� NEW STEMWALL REAR ELEVATION / NORTH ROOF DEPTH ................... ....... " CE11-11"'I T T ITUTHANE VERIFY EX FOOT ING ISTING EAST ELEVATION 3131115 O 10 co DOOR SCHEDULE WINDOW SCHEDULE <<aoaooflofla�aQaaaaflaa�Q�Qa�aa�a�a_aaa��-Q�flafl__��_,--- ____ __�_ __ VVEATHEIRS"IELD CII-2044 4'1 1/2"x2'1 A WEATHEPSHIELD EM29(3'0) 3'52*x2*9* E3 WEATHEPSHIELD 2 WEATI-AEPSHIELD 2836/OSHC35 1' 1/ 5I/4"x2'9* F-M20(3'0) VVEATHEIRSHIPLD 2836 3'5 1/2"x2'9" C WEATHEPSHIELD LI-417 4 H WEATEIRSHIELD D SOLID COPE--BY OWNER 28 e _J 5 WEATHEPSHIELD 20x36 CSSL/E3Y 3-7 5/8x3'11 114* SOLID CORE-BY OWNER 3 q6 [9 8 FC I 0 6 WEATHEIRSHIELD 16A6 SL/BY I'll 5/8"x3'3 1/4" F01 0 AIA INDUSTRIES SKYL 3232 30 1/2"x30 1/2" 0 Ji ® D 7 AIA INDUSTRIES SKYL 2222 19 1/2x 19 1/2" F01 F01 F01 F01 9 OO O ju EXISTING EW FOOTING R Y ELEVATION / SOUTH FOO-INGS 15H L C- -r 3 L VERIFY EXISTING FOOTERS 2xI2 JACK RAFTERS ROOF, MATCH EXISTING WOOD SHAKE ROOF 2x6 D.F. c 16" O.C. W/ P-19 GLASS BAT INSULATION 1/2" SHEETROCK INTERIOR OD 24'-5* ��oano�_ _ __ FFrnn7rin I I UIJUULJU TJI) 5 DF o O.C. 6 3/4 RISER 12" TREAD 2xI2 STRINGER w 11 1 REVISIONS JOB NO. L/ _4-12-94 9322 CUT EXISTING FOOTING KROGMANN ADDITION DATE 6" BELOW NEW SLAB /% 7-18-94 94 4 CONCRETE S_AB (2800 PSI MIN.) O/ 0 ELEVATIONS / SECTION 4X4 WIPE MESH OR FIBEPMESH 0/ SECTION F I F I 6mm MOISTURE E3APPIEP 0/ 3 ) ) 0 S H E E-7 ll � � 1 � 4' ' MIN.DEPTH GRAVEL OR SAND SCALE 1 /4 — I SCALE 1 / 4 _ W � W/ TWO **4 PEBAP CONTINUOUS ® PERIMETER 4 ISOM & ASSOCIATES tip DRAWN B y P 0. Box 9*Eag1e, Colorado 81631 • (303)328-2388*FAX328-6266 of b COELHO f 1 FLASHING 2x6 STUD o WOOD SHAKES 16'' O.C. 30#FELT 3/4' ' PLY 2x8el2' ' O.C. 11 11 qX - \ 2x12 0 16' ' O.C. 0 0 114'' STEEL PLATE 6x6 ROUGHSAWN —A BRACING THRUBOLT 0 W/ WASHER - R-38 GLASS GATT INSULATION ���:. 3/4' ' PLY 10d's o 6"O.C. O.C. (3) 16d PER PANEL CEDAR SHAKES 2x4- NAILER SCREEN 2x2 SLEEPERS 2 RAF ER _ PLYWOOD , 2'-10'' I 5/8 GYP. BD. INSECT T - TAR PAPS r - - - =-- �' - - ��__�""'�^ �.� SCREEN 2x14 FASCIA W/ --- _ _ 2x8 FASCIA OVERLAY J t ` `_�- -' `- _�2xE ROOF SLOPE BITUMEN � 2x12 '------�� �� Y � _ R.S. 2' 'x8' ' 2x10 SOLID RAFTERS 2x10~ _ - _ TO MATCH OVERHANG TO MATCH EXISTING BLOCKING BLOCKING EXISTIN ``' - 2x4x6 L o (APPROX. 4') INSULATION l i ' 48' ' O.C. / / \ \ STUD WALL R.S. 2x12 / / \ \ /2x14 FASCIA W/ \ 2 FASCIA OVERLAY RIGID FIBER BOARD O/ 2x6 D.F. o 16" O.C. O/ R-19 GLASS BATT INSULATION O/ 5/8 SHEETROCK SIDING TO MATCH EXISTING MATERIAL TYPICAL ROOF SECTION FASCIA GABLE DETAIL TJI/25 0 12' ' O.C. 2x8 PRESSURE TREATED SILL PLATE VERIFY ANCHOR BOLTS o 24'' O.C. OR INSTALL FUR OUT W/ 2x2 o 24' ' O.C. 1 1/2'' RIGID INSULATION 1/2' ' SHEETROCK GROUT 2'-0 O.C.S TAR EXTERIOR EXTEND 2' 6' _,. INTO SLAB 4' ' CONCRETE SLAB TO 3/4" GRAVE 6x6 WWM MATCH EXISTING , OR 1 1/2' ' OVERLAY xs4 DOWELS o ° ---- -- -° -° - ° - o ° - - 32" O.C. 6x6 WIRE MESH STEMWALL TO MATCH EXISTING ALT. BENDS 3/4' ' GRAVEL EXPANSION REBAR TO BE DRILLED 0 _JOINT INTO EXISTING STEM WALL HORIZ. REINFORCING tt4'S o 4' MINIMUM '' O.C. DEPTH TO 16 BASE OF 0 FOOTING MIRIFI FABRIC TO DAYLIGHT ° _ 4' ' PVC DRAIN 1•_0• , I 3/4 WASHED GRAVEL TO SOAK AWAY °Ll N.T.S. IF REQUIRED BY ENGINEER. 16' • FOOTING DETAIL TYPICAL WALL SECTION 2 REVISIONS JOB NO. 4-12-94 -K R O G M A N N ADDITION 9322 ,-, a-26-94_ _ DETAILS 3-9-94 -- 1_:_ SHEET -- -- - / ISOM & ASSOCIATES DRAWN BY 211 P.O. Box 9.Eagle• Colorado 81631 . (303)328-2388.FAX328-6266 of ' COELHO '`; NEW STEMWALL ROOF DEPTH ITUTHANE CEILING HEIGHT .......................... HANDPAINTED FRESCO -7 TO BE DETERMINED BY OWNER o , _ --�____ ____ ___ -_ —_--__ ___ __ _ ______ _ _ _ �� 3 �a��ao_o���.���floao0oaoao00oao -______-_��a������1 HMO ____ __ _ ______ _________ ________ _______ __ __ __ - 64C tv 40 ,INTED FRESCO DETERMINED BY, ��— .III I ,I 1-01 F7 i I ;;,� �� i III 11 II „ I D 0 � � 7 lit 00 -AIL-JIL 11 0 0 0 F01 1-01 Lr2c Lj ®® f� J ❑ �, �I I EXISTING ROCK FACED FOOTINGS NEW FOOTING C 0( EXTERIOR I L ENTRY E LEVATION SOUTH -� SED LAYO TT VERIFY EXISTING FOOTERS II I REVI / 1-12 —O.Z-,7 SHOWER BATH TJI SOLID BLOCKING nj Z AT CENTER OF JOISTS 6xI2 HEADER ON FIRST A !�OxdB GASLINE CORP.— FLOOR WINDOW GA1600 GAS CLOSET C( FIREPLACE u F ICUOSET — goy -oo�� . I ,I�,� NORTH -r--r T-7 0 I ( i I i t � � � 1( I i I I I ; I I � I i I I � I I I { I � 18A8 POST TO BE LOCATE I IN FIELD plow I 2x8 REDWOOD FACE BAND REVISED LAYOUT 1 /4 1 1 - 0 ) ) e- REVISIONS INS JOB NO. 4-8-94 322 L- KROGMANN ADDITION 9 DATE z-7-18-94— 3-7-94 8-24-94 8-29-94 0 SHEET APPROVED BY THE SCALE 1 /4 1 TOWN OF VAIL F! ISOM & ASSOCIATES 3 DESIGN REVIEW BOARD DRAWN BY L P 0. Box 9•Eagle, Colorado 81631 • (303)328-2388•FAX328-6266 of 5 al- COELHO lob, DATE:—i a TS& 40� PLANNER: Town of VaR FACT COPY I ' i f I FLASHING 2x6 STUD 0 WOOD SHAKES 16'' O.C. 30s*FELT 3/4' ' PLY I 2x8012" O.C. 2x12 0 16' ' O.C. 0 ° 114'. STEEL PLATE 6x6 ROUGHSAWN BRACING THRUBOLT O W/ WASHER - R-38 GLASS 3/4' ' PLY BATT INSULATION 10d'8 0 6"O.C. O.C. CEDAR (3) 16d PER PANEL SHAKES ?x4 NAILER 2x — SCREEN 2'-10' ' 5/ ' 2x2 SLEEPERS _ RA ER _ PLYWOOD 8 GYP. BD. -- INSECT TAR PAP — _ = - �`� �- SCREEN 2x14 FASCIA W/ 2x8 FASCIA OVERLAY BITUMEN _ 2x12 ti� _�-� }` � ROOF SLOPE 2x10 SOLID RAFTERS1�2x10 '-- ' - _- `' R.S. 2' x8' ' TO MATCH OVERHANG TO MATCH EXISTING BLOCKING BLOCKING ! /� EXISTIN INSULATION 48' ' L 0 (APPROX. 4') ' 48" O.C. / \ STUD WALL R.S. 2x12 /2x14 FASCIA W/ \ 2x8FASCIA OVERLAY I i i I RIGID FIBER BOARD O/ 2x6 D.F. 0 16'' O.C. O/ R-19 GLASS BATT INSULATION O/ 5/8 SHEETROCK I, SIDING TO MATCH EXISTING MATERIAL TYPICAL ROOF SECTION FASCIA GABLE DETAIL { TJI/25 0 12' ' O.C. 2x8 PRESSURE TREATED SILL PLATE 1 VERIFY ANCHOR BOLTS 0 24'' O.C. OR INSTALL FUR OUT W/ 2x2 0 24" O.C. 1 1/2' ' RIGID INSULATION 1/2' ' SHEETROCK I I GROUT ss4 DOWELS 0 2'-0' ' O.C. TAR EXTERIOR EXTEND 2' 6" INTO SLAB 4" CONCRETE SLAB TO 3/4" GRAVEL 6x6 WWM MATCH EXISTING OR 1 1/2' ' OVERLAY a4 DOWELS 0 ° ____ __ o _ -0- _ o _ __ 0, 32" O.C. 6x6 WIRE MESH _ STEMWALL TO MATCH EXISTING ALT, BENDS 3/4' ' GRAVEL EXPANSION REBAP TO BE DRILLED INTO EXISTING STEM WALL ° HORIZ. REINFORCING =4'S 0 4' MINIMUM JOINT DEPTH TO 16' ' O.C. BASE OF FOOTING MIRIFI FABRIC TO DAYLIGHT ° 4' ' PVC DRAIN 8. . I'-O" 7' ) 3/4 WASHED GRAVEL TO SOAK AWAY N.T.S. ° IF REQUIRED BY ENGINEER. 16' FOOTING DETAIL TYPICAL WALL SECTION P 2 y f� I I F 6 REVISIONS JOB NO. I. 4-12-94 - KR O G MANN ADDITION 9322 8-26-94 DATE DETAILS 3-9-94 ZA, r f SHEET ISOM ac ASSOCIATES IL DRAWN BY COELHO j P.O. Box 9.Eagle, Colorado 81631 . (303)328-2388.FAX328-6266 of 5 I I l - i E