The URL can be used to link to this page

Home My WebLink AboutB04-0243 Plans3. AUGUST 25, 2004 P OST OFFICE BO 1624 AV ON COLORADO T 970... r .,, SRI ARCHITECT . CO DATE I ISSUE • j, • MIN OR ALTE . Y w e • i •» i t GENERAL NOTES I. ALL DISTRIBUTIONS OF THESE DRAWIN65 BY THE 6ENERAL CONTRACTOR SHALL INCLUDE ALL DOCUMENTS A550GIATED WITH THIS ISSUE. 2. IT,IS THE INTENT OF THESE DRAWIN65 AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ARCHITECT RESERVES THE RIGHT TO TAKE EXCEPTIONS TO APPROVED METHODS AND MATERIALS NOT REFLECTED HEREIN, 5. WORK SHALL BE PERFORMED IN A WORKMANLIKE OR GRAFTSMANLIKE MANNER TO THE 5AT15FAGTION OF THE OWNER. 4. THE DRAWIN65 SHALL NOT BE SGALED TO .DETERMINE CONSTRUCTION DIMENSIONS. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO EXECUTION OF THE WORK, AND SHALL BE RESPONSIBLE FOR THE GORREGT AND ACGURATE LAYOUT AND CONSTRUCTION OF THE PROJECT. 5. DIMENSIONS ARE TO FACE OF STUD OR TIMBER, CENTERLINE OF TIMBER AND FACE OF CONCRETE, UNLESS NOTED OTHERWISE. 6. IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISGREPANGIES. FLOOR PLANS TAKE PREGEDENGE, GOPYRI6HT 20074 DOUGLAS MILLER DECI -PANT I SHEPHERD RE SOURCES, INC. THESE DOGUMENTS, INCLUDING ALL INFORMATION, DE5I61\15, DETAILS, SPECIFICATIONS, CONFI6URATION5 AND EVERY OTHER PORTION THEREOF, AND FURTHER PERTAINING TO ALL OR161NAL5 AND COPIES 6ENERATED, TRANSMITTED OR CIRCULATED FOR THE PURPOSE OF BIDDIN6, PURGHA5IN6, SCHEDULING, CONSTRUCTION OR FOR SUCH OTHER REASON AS MAY BE REQUIRED FOR THE PROJECT DESCRIBED HEREIN, ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF SHEPHERD RESOURCES, ING. THESE DOGUMENTS MAY NOT BE COPIED, DISTRIBUTED OR OTHERWISE PLAGED INTO USE OR SERVICE OF ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS MILLER DEcHANT / SHEPHERD RESOURCES, INC. OR THEIR. DULY AUTHORIZED AGENT. ALL DOCUMENTS DISTRIBUTED DURING THE COURSE OF THE PROJECT SHALL BE SURRENDERED TO DOUGLAS MILLER DEcHANT I SHEPHERD RESOURCES, ING. IMMEDIATELY UPON REQUEST. PR CT DIRECTORY ARCHITECT DOUGLAS MILLER DeCHANT ARCHITECTS SHEPHERD RESOURCES, INC / AIA 37347 US Highway 6, Suite 102 PO Box 1624 Avon, CO 81620 (Phone) 970.949,3302 (Fax) 970.949,5121 STRUCTURAL. ENGINEER Structural Design Solutions, Inc. PO Box 2494 Avon, CO 8162# (Phone) 970. 949,7100 (Fax) 970.949.3377 PRO-JECT INFORMATION PARCEL NUM BER: r a DESCRIPTI LEGAL • SU BDIVISIO N CLASS OF •• e4 TY PE OF • • TYPE OF OCCUPA �r HEIGHT: EXISTING � a � 4 T AUGUST 25, 2004 P OST OFFICE BO 1624 AV ON COLORADO T 970... r .,, SRI ARCHITECT . CO DATE I ISSUE • j, • MIN OR ALTE . Y w e • i •» i t GENERAL NOTES I. ALL DISTRIBUTIONS OF THESE DRAWIN65 BY THE 6ENERAL CONTRACTOR SHALL INCLUDE ALL DOCUMENTS A550GIATED WITH THIS ISSUE. 2. IT,IS THE INTENT OF THESE DRAWIN65 AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ARCHITECT RESERVES THE RIGHT TO TAKE EXCEPTIONS TO APPROVED METHODS AND MATERIALS NOT REFLECTED HEREIN, 5. WORK SHALL BE PERFORMED IN A WORKMANLIKE OR GRAFTSMANLIKE MANNER TO THE 5AT15FAGTION OF THE OWNER. 4. THE DRAWIN65 SHALL NOT BE SGALED TO .DETERMINE CONSTRUCTION DIMENSIONS. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO EXECUTION OF THE WORK, AND SHALL BE RESPONSIBLE FOR THE GORREGT AND ACGURATE LAYOUT AND CONSTRUCTION OF THE PROJECT. 5. DIMENSIONS ARE TO FACE OF STUD OR TIMBER, CENTERLINE OF TIMBER AND FACE OF CONCRETE, UNLESS NOTED OTHERWISE. 6. IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISGREPANGIES. FLOOR PLANS TAKE PREGEDENGE, GOPYRI6HT 20074 DOUGLAS MILLER DECI -PANT I SHEPHERD RE SOURCES, INC. THESE DOGUMENTS, INCLUDING ALL INFORMATION, DE5I61\15, DETAILS, SPECIFICATIONS, CONFI6URATION5 AND EVERY OTHER PORTION THEREOF, AND FURTHER PERTAINING TO ALL OR161NAL5 AND COPIES 6ENERATED, TRANSMITTED OR CIRCULATED FOR THE PURPOSE OF BIDDIN6, PURGHA5IN6, SCHEDULING, CONSTRUCTION OR FOR SUCH OTHER REASON AS MAY BE REQUIRED FOR THE PROJECT DESCRIBED HEREIN, ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF SHEPHERD RESOURCES, ING. THESE DOGUMENTS MAY NOT BE COPIED, DISTRIBUTED OR OTHERWISE PLAGED INTO USE OR SERVICE OF ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOUGLAS MILLER DEcHANT / SHEPHERD RESOURCES, INC. OR THEIR. DULY AUTHORIZED AGENT. ALL DOCUMENTS DISTRIBUTED DURING THE COURSE OF THE PROJECT SHALL BE SURRENDERED TO DOUGLAS MILLER DEcHANT I SHEPHERD RESOURCES, ING. IMMEDIATELY UPON REQUEST. PR CT DIRECTORY ARCHITECT DOUGLAS MILLER DeCHANT ARCHITECTS SHEPHERD RESOURCES, INC / AIA 37347 US Highway 6, Suite 102 PO Box 1624 Avon, CO 81620 (Phone) 970.949,3302 (Fax) 970.949,5121 STRUCTURAL. ENGINEER Structural Design Solutions, Inc. PO Box 2494 Avon, CO 8162# (Phone) 970. 949,7100 (Fax) 970.949.3377 1 I - mk • �' M • r RA NCH D J t' t� tee: • X11 0 PRO-JECT INFORMATION PARCEL NUM BER: r a DESCRIPTI LEGAL • SU BDIVISIO N CLASS OF •• •• ALTERATIO TY PE OF • • TYPE OF OCCUPA HEIGHT: EXISTING 1 I - mk • �' M • r RA NCH D J t' t� tee: • X11 0 I FOUND PLAIN 04 REBAR ELEVI 8414.07 LOCATED S17*29'49W 1,60' FROM PLATTED CORNER U SURVEYOR'S CERTIFICATE 1, Stan HoqFeldt, a Prof`es'sional Land Surveyor registered under the laws of the State of Colorado, olo hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowtedge, rife Stan Hogf elrW Colorado P. S. P4598 26598 Date -- G'___- --- -- -- zyr - - -------- z L X�� R4 /V / UTILITY CASEMENT I (). Q �110 . .... .. DECIDUOUS TREELINE CO ROCK ALL .. .. ...... 90 4.,9, 4 8380 (V LOT 8 A RESUBDIV]ISION OF L-OT 7 4 TUB HOT TUB 8381.1 A=04*57'16' R=1367.76 T=59,17' C LEN=118.23' BRG=N 66*25 W SPLIT RAIL WOOD FENCE 3 WIDE ROCK SWALE fi (V LOT 5 1 .x PATIO : 1 1171, 8304 ,V R U L DO _ (11IR BUILDING PC STONE OVER14ANG T STEPS PATIO PEAK BUILDING ------ BUILDING 0 OUTLINE x OUTLINE O.T. PEAK--. (3397d 6 x try r` -> 6372.9 AF" 'XI I I �91 I 2 PEAK Himp OPEN f 0405.3 AREA DECK CV (V DECK cc> 10 20 30 0.6 J mass L1374.8 BUILDING 375,0 OVERHANG K PEAK OUTLINE . DRAIN Z WAIER 8 397.7 FEATURE " M)g BUILDING OUTLINE A BUILDING ` J OUTLINC PCAK "" DECK 4, DOCK 8387 9. 1 W, PATIO AIJUVL GARAGE x X 371.1 4� J CONCRETE DRAIN x ROCK 8370.7 n"jronp ��"" 8370'- -•._.� "'_--- ` -�.,` -�; ROCK WALK 4 410 x 63`39 6 ASPHAL DRIVE ' ``•••w,, �` F � f � WALL 8358.7 WOOD TIE S 89'2739" E 89,33* E CJRIC CONCRETE TRANSFORMER PHONE WATER PAN ELECTRIC PEDESTAL VALVE METER 8356.4 IV 0 PEDESTAL —.0 8354,0 8352.1 x CONCRETE 8353, 8357.1 6351.8 =06*08'46" 8350.0 EDGE Or R=269,42' L=28,90' ASPHALT 6 z, ROAD LA n 41199 HIGHWAY 6 & 24, EAGLE-VAIL T=14.46' P.O. BOX 1230 C LEN=28,89' EDWARDS, CO. 81632 BRG=S 87*27'58' W (970)949-1406 1 CHIRY PAIRI AIJOVI GARAGC 8361.1 f ,} I U mtillit-1 (_N ti 1i 14,8 BEARING ROCK PIN & RED N 21'16'46" E 7,60' I (). Q �110 . .... .. DECIDUOUS TREELINE CO ROCK ALL .. .. ...... 90 4.,9, 4 8380 (V LOT 8 A RESUBDIV]ISION OF L-OT 7 4 TUB HOT TUB 8381.1 A=04*57'16' R=1367.76 T=59,17' C LEN=118.23' BRG=N 66*25 W SPLIT RAIL WOOD FENCE 3 WIDE ROCK SWALE fi (V LOT 5 1 .x PATIO : 1 1171, 8304 ,V R U L DO _ (11IR BUILDING PC STONE OVER14ANG T STEPS PATIO PEAK BUILDING ------ BUILDING 0 OUTLINE x OUTLINE O.T. PEAK--. (3397d 6 x try r` -> 6372.9 AF" 'XI I I �91 I 2 PEAK Himp OPEN f 0405.3 AREA DECK CV (V DECK cc> 10 20 30 0.6 J mass L1374.8 BUILDING 375,0 OVERHANG K PEAK OUTLINE . DRAIN Z WAIER 8 397.7 FEATURE " M)g BUILDING OUTLINE A BUILDING ` J OUTLINC PCAK "" DECK 4, DOCK 8387 9. 1 W, PATIO AIJUVL GARAGE x X 371.1 4� J CONCRETE DRAIN x ROCK 8370.7 n"jronp ��"" 8370'- -•._.� "'_--- ` -�.,` -�; ROCK WALK 4 410 x 63`39 6 ASPHAL DRIVE ' ``•••w,, �` F � f � WALL 8358.7 WOOD TIE S 89'2739" E 89,33* E CJRIC CONCRETE TRANSFORMER PHONE WATER PAN ELECTRIC PEDESTAL VALVE METER 8356.4 IV 0 PEDESTAL —.0 8354,0 8352.1 x CONCRETE 8353, 8357.1 6351.8 =06*08'46" 8350.0 EDGE Or R=269,42' L=28,90' ASPHALT 6 z, ROAD LA n 41199 HIGHWAY 6 & 24, EAGLE-VAIL T=14.46' P.O. BOX 1230 C LEN=28,89' EDWARDS, CO. 81632 BRG=S 87*27'58' W (970)949-1406 1 CHIRY PAIRI AIJOVI GARAGC 8361.1 f ,} I U mtillit-1 (_N ti 1i 14,8 4 R. 0. W. Parcel C Part of Lot 6, Block 1, Vail Village 12 Filing, a subdivision recorded in the office of the Eckote County, Colorado, Clerk and Recorder, said Parcel C Is all of said Lot 6 with the exception of Parcels, A and B described below. Parcel B A part ofj Lot 6, Block I-Vali Village 12th Filing , a subdivision recorded in the office of the Eagle County, Gorado, Clerk and. Recorder, said part of Lot 6 being more particularly described as follows Beginning of -Q point whence the northeasterly corner of. said Lot 6 bears N 5913'00" E 109.06 feels thence N P.1*16'46' E 7,60 Feetj thence S 68*43'14' E 32.80 feet; thence S 21*16 W 22,00 feeti thence R S 68*43'14' E 6,15 feet; thence S 21*16 W 14.30 Feet) - thence N 68*43'14' W 6.50 feet, - thence S 21'16'46' W 12.60 feeti 'thence N 68*43'14' W 19.10 feet thence S, 21*16 W 22.90 feetj thence N- 68*43'14' W 13,40 feet; - thence N 21*16 E 10.10 feet) thence N 68*45 W 8.10 feetj thence N 21*16'46" E 18.90 feetj - thence S 68*43'14' E 16.65 Feetj thence N 21*16'46' E 24,80 feetj thence N 68'43 W 8.50 feetj thence N 21'16'46' E 10.40 feet, to the point of beginning, containing 1937 square feet, more or less Parcel A A part of Lot 6, Block 1, Vail 'Village 12th Filing, a subdivision recorded In the office of 'the Eagle County, Colorado, Clerk and Recorder, sold part of Lot 6 i elnq more particularly described as follows Beginning at a point whence the northeasterly corner of said Lot 6 bears N 59*13'00' E. 109-06 feet) thence N 68*43'14" W 31.55 feet) thence S 21*16'46' W 22.00 feeti 'thence N 68*43 W 6.15 feet) 'thence S 21 W 14,30 feeti 'thence N! 68 W 4,15 feet) thence S 21 * 16'4 6' W 1220 Feet) thence S 68'43'14' E 4,15 feet; 'thence S 21*16'46' W 21-40 Peet) - thence S 68*43 E 13.30 feet; thence N 21'16'46 E 10.00 Feet; thence S 68' 43'14 E 8.10 feetj thence N 21*16'46' E 2160 Feet) - thence S 68'43'14" E 0,50 feet) thence N 21*16 E 1,10 feeti thence 'S 68*43'14' E 8,45 Feet) 'thence N 21*16'46' E 17.10 feet; thence S 68 E 8.00 Feeti thence N 21 C 7.70 Feet) - thence N 68*43'14' W 0.65 Feet; thence N F 10.40 Feet, 'to the point of boolonIng, containing 1784 square Feet, more or less NOTES J) DATE OF SURVEY 6/3/04 2) SURVEYOR HAS MADE 1 INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD COTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP 'TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE, 3) NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT 1h1 1 SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF ELEVATION SEWER MANHOLE MH 80-12-6, LOCATED IN THE CUL-DU-SAC OF KASTOS RANCH ROAD, INV, ELEV: 8410,6 5) BASIS OF PROPERTY LINE LOCATION: FOUND 114 REBAR & WASHER AT SOUTH CORNER OF LOT I/TRACT C, VAIL, MOUNTAIN SCHOOL SUBDIVISION AND FOUND BLUE PLASTIC CAP LS 15296 AT NORTH CORNER LOT 1, VAIL MOUNTAIN SCHOOL SUBDIVISION, 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON (ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS, 7) POSTED ADDRESS 3241 KASTOS RANCH ROAD 3541 KASTOS RANCH ROAD 8) PEAK MEASUREMENTS TO TOP OF CEDAR SHINGLES, 9> BUILDING D114ENSIONS TO WOOD SIDING. INDICATES CONIFEROUS TREE WITH APPROX. 02 DIA. TRUNK INDICATES CONIFEROUS TREE WITH APPRDX, 0.5 DIA, TRUNK l INDICATES DECIDUOUS TREE WITH A PPROX. 1.0 DIA. TRUNK ff Ul INDICATES CONIFEROUS TREE WITH APPROX. 1,0 DIA. TRUNK BEARING ROCK PIN & RED N 21'16'46" E 7,60' WALL PLASTIC CAP S 21'00'44" W LOCATED N31*46'44'e 4.51' :L3 L4 N 68'4314" W 6,15 FROM PLATTED CORNER _ 1. S 2116 r4 W S 14.30' L6 - 313' E 6.50' L7 N 21 E 12.60 L L8 S 68 4 E 19.10' N 21 E 22,96' L10 ---------- S 68 . 43 14 13.40' o - Lj 0 1N_'�i �16'4F_E 10,10 L12 _S 6 8'43 1 E PEDESTAL N 2 1' 1 64 6" E L14 N 66 7 4 - 3 1 ` W 16.60 8758.$ CURB 24,8W L1.6 8358.5 - 83:59 7 L17 4 R. 0. W. Parcel C Part of Lot 6, Block 1, Vail Village 12 Filing, a subdivision recorded in the office of the Eckote County, Colorado, Clerk and Recorder, said Parcel C Is all of said Lot 6 with the exception of Parcels, A and B described below. Parcel B A part ofj Lot 6, Block I-Vali Village 12th Filing , a subdivision recorded in the office of the Eagle County, Gorado, Clerk and. Recorder, said part of Lot 6 being more particularly described as follows Beginning of -Q point whence the northeasterly corner of. said Lot 6 bears N 5913'00" E 109.06 feels thence N P.1*16'46' E 7,60 Feetj thence S 68*43'14' E 32.80 feet; thence S 21*16 W 22,00 feeti thence R S 68*43'14' E 6,15 feet; thence S 21*16 W 14.30 Feet) - thence N 68*43'14' W 6.50 feet, - thence S 21'16'46' W 12.60 feeti 'thence N 68*43'14' W 19.10 feet thence S, 21*16 W 22.90 feetj thence N- 68*43'14' W 13,40 feet; - thence N 21*16 E 10.10 feet) thence N 68*45 W 8.10 feetj thence N 21*16'46" E 18.90 feetj - thence S 68*43'14' E 16.65 Feetj thence N 21*16'46' E 24,80 feetj thence N 68'43 W 8.50 feetj thence N 21'16'46' E 10.40 feet, to the point of beginning, containing 1937 square feet, more or less Parcel A A part of Lot 6, Block 1, Vail 'Village 12th Filing, a subdivision recorded In the office of 'the Eagle County, Colorado, Clerk and Recorder, sold part of Lot 6 i elnq more particularly described as follows Beginning at a point whence the northeasterly corner of said Lot 6 bears N 59*13'00' E. 109-06 feet) thence N 68*43'14" W 31.55 feet) thence S 21*16'46' W 22.00 feeti 'thence N 68*43 W 6.15 feet) 'thence S 21 W 14,30 feeti 'thence N! 68 W 4,15 feet) thence S 21 * 16'4 6' W 1220 Feet) thence S 68'43'14' E 4,15 feet; 'thence S 21*16'46' W 21-40 Peet) - thence S 68*43 E 13.30 feet; thence N 21'16'46 E 10.00 Feet; thence S 68' 43'14 E 8.10 feetj thence N 21*16'46' E 2160 Feet) - thence S 68'43'14" E 0,50 feet) thence N 21*16 E 1,10 feeti thence 'S 68*43'14' E 8,45 Feet) 'thence N 21*16'46' E 17.10 feet; thence S 68 E 8.00 Feeti thence N 21 C 7.70 Feet) - thence N 68*43'14' W 0.65 Feet; thence N F 10.40 Feet, 'to the point of boolonIng, containing 1784 square Feet, more or less NOTES J) DATE OF SURVEY 6/3/04 2) SURVEYOR HAS MADE 1 INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD COTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP 'TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE, 3) NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT 1h1 1 SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BASIS OF ELEVATION SEWER MANHOLE MH 80-12-6, LOCATED IN THE CUL-DU-SAC OF KASTOS RANCH ROAD, INV, ELEV: 8410,6 5) BASIS OF PROPERTY LINE LOCATION: FOUND 114 REBAR & WASHER AT SOUTH CORNER OF LOT I/TRACT C, VAIL, MOUNTAIN SCHOOL SUBDIVISION AND FOUND BLUE PLASTIC CAP LS 15296 AT NORTH CORNER LOT 1, VAIL MOUNTAIN SCHOOL SUBDIVISION, 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON (ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS, 7) POSTED ADDRESS 3241 KASTOS RANCH ROAD 3541 KASTOS RANCH ROAD 8) PEAK MEASUREMENTS TO TOP OF CEDAR SHINGLES, 9> BUILDING D114ENSIONS TO WOOD SIDING. INDICATES CONIFEROUS TREE WITH APPROX. 02 DIA. TRUNK INDICATES CONIFEROUS TREE WITH APPRDX, 0.5 DIA, TRUNK l INDICATES DECIDUOUS TREE WITH A PPROX. 1.0 DIA. TRUNK ff Ul INDICATES CONIFEROUS TREE WITH APPROX. 1,0 DIA. TRUNK In BEARING DISTANCE Ll N 21'16'46" E 7,60' L2 6W,4,31T� — W -- 32-86' S 21'00'44" W 25.00 :L3 L4 N 68'4314" W 6,15 L L 5 _ 1. S 2116 r4 W S 14.30' L6 - 313' E 6.50' L7 N 21 E 12.60 L L8 S 68 4 E 19.10' N 21 E 22,96' L10 ---------- S 68 . 43 14 13.40' o - Lj 0 1N_'�i �16'4F_E 10,10 L12 _S 6 8'43 1 E L13 N 2 1' 1 64 6" E L14 N 66 7 4 - 3 1 ` W 16.60 L15 SS 2 W 24,8W L1.6 S 68'43'14" E L17 — I -i 416" _F _ W S 21*1 tj 10.40 L10 §78 �43 1T"T_ It 31,55' L19 W 22 .001 L20 N 66*4314" W 6.1 L21 S 21!16'46" W _14_. 1.22 N 6 8 �41 4�W 4,15', L23 N 2N6'46" 'E 12,20' L2• S 6fr4 31 " E L25 N 21' _E L26 N 68' 14" W 13 1,27 N 21*1646" E 10,00 L28 S FeA_ - 31 4 " E 8,10' L2) - S 21'16 46' W _23-60" L30 S 68*4314" E 0 L31 S 21*1646" W 1.10* L32 S 68*43'14' E 8.45' — W L3 4 a 'IY4 3 1 1 t 00 L35 N 2 1' 16'46 11 E 7,70' L38 I N 68'43 14 W In F LE NEW 5T STAIR NEW STONE PIER Of - oil -------- - -------- NEW GARAGE DOOR EXISTING NEW ENE STAIR 0 DATE ISSUE 06-14-04 MINOR ALTERATION - DRB 07-15-04 MINOR ALTERATION - DRB #2 08-25-04 rNS ---CO - CONSTRUCTION AUGUST 25, 2004 GARAGE LEVEL PLAI ----- - ----- - EXISTING V400D COLUMNS TO BE STAINED TO MATCH THE NEW I HOOD SIDING STAIN COLOR. ------------ EN+- EXI5TIN(5j r;��5 -bil MATCH FX15TINC2 ELEVATION OF THE HOT TUB TERRACE (9" NOM. STONE THIGKNE55. TYPICAL NEW STONE EXTERIOR T.0 it DATE ISSUE 06-15-04 MINOR ALTERATION - DRB 07-15-04 MINOR ALTERATION - DRB #2 08-25-04 CONSTRUCTION CONSTRUCTION AUGUST 25, 2004 am REMOVE EXISTING AND I -PROVIDE NEW V400D DRIP -THRI) DECK ON 4xI0 HOOD _,JOIST FRAMING. FIN15H TO MATCH SURFACE EXISTING T.O.DECK = EXISTING NEW MOD 6UARPRIAL TO -MATCH EXISTING UNIT B -7 1--Ntl/l 5TONE COLUMN if NEW V4000 GATE_ -STAIR -m GARAGE CMU PARAPET WALL (STONE FIN15HED) TO BE RAISED TO SUPPORT THE DECKJO15T. CONSULT V41TH 5TRUG11JRAL FNC71NF FOR DEVON OPEN T M. GARAGE ROOF TO RECEIVE NEW V400D DECKING WALKING SURFACE, TYPICAL- - 2x(o DRIP THRU - REPV4001? DEGKIN(5 co�xl V4ALKIN65URFACE I 2x& REDWOOD 16 J015T AT 3'-0" -JO .C 2xIx5" STAND OFF c, BL ON PROTECTION BOARD ON EX15TINC5 ROOFING OL ELEVATION UP NEW STONE STAIR \011 110 NEW STONE Pi ER tV REPAIR EXISTING V400D STEPS ELEV. ... 1v NEW STONE COLUMNS lip 'T 7 FK/RAI5F=r,> 5TUCC ARAPET WALL AT 6" A.F.F. 4 N7 V400D GATE AiK ELEVATION NEW IRON HANDRAIL a� GARAGE ROOF TO REGFIVr= NEW WOOD DEGKINC7 WALKING SURFACE, TYPICAL - 2x& DRIP THRU - REDWOOD DECKING WALKING SURFACE A 2x6 REDWOOD JOIST -oil- O.G. 2xlOx5" STAND OFF 777- BLOCKINC7 ON PROTECTION -BOARD ON ---- EXISTING ROOFING UP => ELEVATION Db(D "cl "10 rk NEW STONE PIER PP-P. q wl � g-rof M hff I I OI _44- a ► "Adlk MEN EXISTING NEW B w7m i I ft V A -4 w a WAJOL 101 NEW STONE COLUMN c-H _ ---- - - ---- — c- ri _ c) - — — — — — — — — — — - — — — — — — — — — — c- li w FT EXISTING - HOT TUB - H - - - - - - - --- - - I I i — — — _H --------- — — — — — — — — — — - ------ I I //- — — TIMBER TRELL15 ABOVE — — — — — — — — — — — E H E ii NEW STONE COLUMN �"\XV ly r_1 EN+- EXI5TIN(5j r;��5 -bil MATCH FX15TINC2 ELEVATION OF THE HOT TUB TERRACE (9" NOM. STONE THIGKNE55. TYPICAL NEW STONE EXTERIOR T.0 it DATE ISSUE 06-15-04 MINOR ALTERATION - DRB 07-15-04 MINOR ALTERATION - DRB #2 08-25-04 CONSTRUCTION CONSTRUCTION AUGUST 25, 2004 am REMOVE EXISTING AND I -PROVIDE NEW V400D DRIP -THRI) DECK ON 4xI0 HOOD _,JOIST FRAMING. FIN15H TO MATCH SURFACE EXISTING T.O.DECK = EXISTING NEW MOD 6UARPRIAL TO -MATCH EXISTING UNIT B -7 1--Ntl/l 5TONE COLUMN if NEW V4000 GATE_ -STAIR -m GARAGE CMU PARAPET WALL (STONE FIN15HED) TO BE RAISED TO SUPPORT THE DECKJO15T. CONSULT V41TH 5TRUG11JRAL FNC71NF FOR DEVON OPEN T M. GARAGE ROOF TO RECEIVE NEW V400D DECKING WALKING SURFACE, TYPICAL- - 2x(o DRIP THRU - REPV4001? DEGKIN(5 co�xl V4ALKIN65URFACE I 2x& REDWOOD 16 J015T AT 3'-0" -JO .C 2xIx5" STAND OFF c, BL ON PROTECTION BOARD ON EX15TINC5 ROOFING OL ELEVATION UP NEW STONE STAIR \011 110 NEW STONE Pi ER tV REPAIR EXISTING V400D STEPS ELEV. ... 1v NEW STONE COLUMNS lip 'T 7 FK/RAI5F=r,> 5TUCC ARAPET WALL AT 6" A.F.F. 4 N7 V400D GATE AiK ELEVATION NEW IRON HANDRAIL a� GARAGE ROOF TO REGFIVr= NEW WOOD DEGKINC7 WALKING SURFACE, TYPICAL - 2x& DRIP THRU - REDWOOD DECKING WALKING SURFACE A 2x6 REDWOOD JOIST -oil- O.G. 2xlOx5" STAND OFF 777- BLOCKINC7 ON PROTECTION -BOARD ON ---- EXISTING ROOFING UP => ELEVATION Db(D "cl "10 rk NEW STONE PIER PP-P. q wl � g-rof M hff I I OI _44- a ► "Adlk MEN EXISTING NEW B w7m i I ft V A -4 w a WAJOL L Ar, -� - c �Lz a j„.c.. a .u."a -.. a. axu+r:.zn.anw: u+.vw:. am+.w:a vwamw..+ -�»ra. w.._...�. _,. -cvM1 w+.a v .r+.u+�s /* )v j 6 _0 NEH COPPER ROOF 4 X 10 OF, Tr t - t __J �u_ NEH a_ 'HINDON b"XIO tDHI ONO FLOOFR 412 NEW TIMBER TRELL15 It ui (Y 5? t REPAIR EX15TINry HALL A5 > REQUIRED, NEW WIN DOWS ARE NEW COPPER TO BE IN5TALLED WITH MINIMAL DAMAGE OR REPAIR NEEDED ROOF OVER BAY AT INTERIOR7 WINDOW RE A2.5 Ili 4 LOFT PLAN P SC 1 r- REPAIR EX15TINC7 WALL A5 i NEW WINDOW LOCATE REQUIRED, NEW NINDON5 ARE EX15TIN& NEW 0 r I TA T 1111110011111111ma 106-14-04 [ MINOR ALTERATION - DRB L_07 MINOR ALTERATION - DRB #2 1 08-25-04 1 CONSTRUCTION CONSTRUCTION AUGUST 25, 2004 UPPER LEVEL & LOFT PLAN "X/ UP zzz NEW COPPER ROOF h1=1A -f II Ili II (l� I II- I I I I I II - ---------- I I I� 6:12 ROOF PITCH I � I � I I I - F F7 I IF � �I I 6:12 ROOF PITCH T- LL -'- - *--'--------' -- ------------- 12:12 ROOF PITCH I GENTERLINEOF THE NEW WINDOW BELC+s LOCATION TO MIRR( UNIT A NEW COPPER ROOF NEW HOOD OATS 0 1 91 Ki DATE ISSUE 06-15-04 MINOR ALTERATION - DRB 07-15-04 MINOR ALTERATION - DRB #2 08-25-04 CONSTRUCTION AUGUST 25, 2004 3241 KATSOS RANCH ROAD VAIL, COLORAD* r � � I J EXISTING NEW ROOF PLAN \---/ SCALE: 114" = V-0" GENERAL NOTE: I EX15TINO ROOFS WITH PITCHES OF 6:12 OR 12.12 ARE HOOD SHAKE ROOFING AND ARE TO REMAIN WOOD SHAKE. Lu ll lh m SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 VVWW. SRIARCHITECT. COM DATE ISSUE 06-14 -04 MINOR ALTERATION - DRB 07 -15 -04 MINOR ALTERATION - DRB #2 08 -25 -04 CONSTRUCTION 'H ELEVATION CONSTRUCTION AUGUST 25, 2004 Kit-it) GENERAL NO 1. ALL EXTERIOR FINISHES EXCEPT WOOD -SHAKE ROOF TO BE REPLACED A5 NOTED ON ELEVATION5 2. NEW 8 "XIO" TIMBER RIDGE5, 5HOULDER5 AND INTERMEDIATE5 WITH 8 "X5" TIMBER KNEE BRACES WHERE 5HOWN ON ELEVATIONS. FULL 50ALE TEMPLATE5 ARE AVAILABLE FROM ARCHITECT. 1 A 0 ' NEW WC TRIMS NEW 8" WOOD NORTH H EL E Y A 1 ION SCALE: 1/4" = P -0" lim i i i SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW. SRIARCHITECT. COM DATE ISSUE 06 -14 -04 MINOR ALTERATION - DRB 07 -15 -04 MINOR ALTERATION - DRB #2 08 -25 -04 CONSTRUCTION AUGUST 25, 2004 I I moM i .. . FALL EXTERIOR FIN15HE5 EXCEPT WOOD -SHAKE ROOF TO REPLACED A5 NOTED ON ELEVATION5 NEW 8 "XIO" TIMBER RIP6E5, 5HOULDER5 AND INTERMEDIATES TH 8 "X8 " TIMBER KNEE BRAGE5 WHERE SHOWN ON ELEVATIONS. ILL SCALE TEMPLATES ARE AVAILABLE FROM ARCHITECT. ALL WINDOW5 ARE EXI5TINGEXCEPT WHERE NOTED OTHERWISE M=W / klt l SUPPORT THE NEW METAL ROOF hl=IAI /' /lntD=tD roylgW - EXTERIOR FIN15HE5 EXCEPT WOOD -SHAKE ROOF TO =PLACED A5 NOTED ON ELEVATIONS 'q 8"XIO" TIMBER R106E5,5HOLILDER5 AND INTERMEDIATES 3"X8" TIMBER KNEE BRACES WHERE SHOWN ON ELEVATION5, 5GALE TEMPLATES ARE AVAILABLE FROM ARCHITECT. L NINDON5 ARE EXISTING EXCEPT WHERE NOTED OTHE"15E I:t I DATE I ISSUE 1 06 - 14 - 04 1 MINOR ALTERATION - DRB 07-15-04 MINOR ALTERATION - DRB #2 08-25-04 1 CONSTRUCTION AUGUST 255, 2004 �i MEN ON :UT THRU @ GARAGE ROOF) �t�►7 STAIR -- WOOD 51PIN6 lj� a%-/ALC; I Pt - I -U . 5. WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY WALLS SHALL �� -~~~^~~` SIMPSON H5 ''~`~"�' CLEARANCE AROUND END DFVVDODBEAM. PROVIDE 2xTREATED ABBREVIATIONS LIST ^ `` ` . EACH SIDE 0F BEAM AT ' __''.'�� A.B. ANCHOR BOLT .', . `, M VNTHU�FLD0HJO|STSPAOES8ENEATHPOSTSNOTEDONPLAN ��V ABOVE . . ` . _ _.~ ' '� S ocvr --��'--'''--`~' ''^-~~+~~"~""",'-""`��=�/v� ADJ A[[ - 4npGF ` ' `___. . TRNJWERS' �---'--- �umu.n��U|M� 8LDCKx�8!NTHEFLOOR� - ALTERNATE ` FLOOR DEAD LOAD: .15pSF ARCH. ARCHITECT 1 PS� ` ' '' -� '1ovr�� .`. ' l BOLTS USED INFTV\M|NGCDNNEOTK]NS SHALL BE| WITH BLK�� BLOCKING ' BM. BEAM ' 5pSr ^`' � ' -Q0k�PH ' STANDARD AND .---'^-~ - � BM. PKT. BEAM B ' '� � .�� ' ..~^~, .,occ ' B TO � BRG� BEARING CANT. SEISMIC DESIGN CATEGORY: , C � � ' - Kl� � ^ 2003 � ~~~~^"~`'^° FAS � ��----'�--�'-'---- . CANTILEVER ' CLR CLEAR �uVx�m� '� ` ` � UPON - . CMU ____F._.____~..~...E,E.,,..,^-""",.=",°vu CONCRETE MASONRY UNIT COL. ' � ` '� ` _ �'--._..~....�..�' � COLUMN CONC. CONCRETE, � ' GALVANIZED STEEL., STAINLESS STEEL, U�K�UNURON�EORCDPPER ' CONT. CONTINUOUS _ rnu/cm/mu�n�nvvuuu�uV�U8iK}NGSMALL8EA�RE�UK�EDUNAF&PA C.P. 1 DESIGN @FFODTN�S (}m/\� " w TECHNK�ALREPORTNo7 ~� CRIPPLE POST uWL. DOWEL BE OF 2"""'°'. ^ ' ` Q. UNLESS N(JTEDOTHERVVK�E STEEL SHALL 8E USED TOJOIN EA. EACH ~''�''.'�'``~~`~`�","`°-"�",uc�»�mcu��nc'~'u�/�n*�rn�uoun��V�hU RAFTERSJOkSTSAND -----'-'''~'`- ''�~~'`'`^~'"`^'"'` E^. EQUAL EXP. EXPANSION `PCF�[�lTH��JREST"CASEANO4�PCFFDRRE]�JKUN�yVALLS�J�TK/E' ' . EQUIVALENT. EXST6. EXISTING . ' a 1<l WOOD F.D. FLOOR DRAIN FIG. OR .` ` __ _�__.�_,,..,,_~��"�"=."".��.°u.0 �FO[�UVG ��L GLUED LAMINATED ` , ` 11 ROOF PROVIDE THk�KAPA PLYWOOD rnuv �/u' SHEATHING RATED HDA HEADER HOR�. '---' 4 TIME OF � =�2° E^ruSu"c' /ro/^LL SHE*Tnnm |NFO� -'-- '- INFORMATION ^ -' - ----'-' - - ^ ._ `- PERPENDICULAR �/u/nEourrunUmG AND STAGGER -� JSTS - JOISTS , SIMILAR SITES IN THE AREA. CONSTRUCTION OF THE . � NAILING: xm/�npx��v�/c F{S. STUD FOUN6AT16N MAY NOT PROCEED ' ANY DISCREPANCI ASSUMPTION '- ' �`^~ '~~`~^ �PROVIDE ' SUPPORTS. ~~''~'^ PRO OE AT FORALLRAFTERS.TRU��ES LLV ' LEG VERTICAL LON�[� LymG �NQ|N��F` . ---'-'~'~?'^—^""'"'~" '� ____^_, � ' AND LTy�� LONGI LIGHTWEIGHT `. SuuuuuOumm��PANELS UE\VVEENROOF FRAM|N(�MEMBERS AT LVL . REINFORCED C ONCRETE: BEARING TO PREVENT ROLLING. LAMINATED VENEER LUMBER '' 'F. nx^murnC/uncn 1 . CON�RE DESIGN IS B . ASED ON THE MOST CURRENT PUBLICATION OF 12 LAMINATED VENEER LUMBER 8l8_ O.C. ON � ON CENTER mu.LD, �� PLATE REFERENCE . �u/ FLEXURAL BEND STRESS: OF RBNF REINFORCING � '~ 9CHBl STRENGTH ` ' 'E''-~'`''^^~-"-L'"°'`"'`' COMPRESSION SCHEDULE S1p' STRUCTURAL INSULATED FY\NEL . .~ � ST L. T.B. lE THROUGH BOLT ' ~^~~E'~' ~.'`"` USE ""°v^'v ` -- ..^~.�".,."^`".`"., `mG TONGUE [y _ 4. .~.._= ' ` FOLLODVTHEK4ANU �ERSREOOK�MEND/TlONSREGARDUVG ~�~~`"' TO ----- TOP OF ' /� l�� _ C ONC R ET E ..,`".^� � ` �� /�y��D�0�Z�� CONNECT ^~ /vv TOP 0FWALL 5. EXPANSION TRANSV TRTD. TRANSVERSE TREATED '' 1� VER�YTYPE OFRLLVVKnGE(}TECHN| ENGINEER. IS TUBE STEEL UNL -,_`~ OTHERWISE ` ''r� TYPICAL 6, -- 2. CONCURRENT BACKFLLKVG0F EACH SIDE OF RETAINING WALLS T]FINAL VERT NF « CONTROL "~"'`'""'"° m'u^^ /mE/«CH[UMEC(KJN IF GRADES|S'RBQU|HEDUN[ESSTEMP0RARYSHUR|NG|S(NSTALLED DO ----� WLF! VER�YUNFIELD �-� pO8�3m~p CDNTROLJ8|. - A|nN�* ��--'�R|DUNES ' 8A�KF|LLA@A|NSTRE3�|N|NGFOUNDATON FOUNDATION WALLS UNTIL WATERPROOF y@ .-~ ""�"'°^` � �� . � ELEMENTS ARE /N PLACE, 0RAD TEWYPDRARYGHOR|N(�|SINSTALLED. WITH ^ ' / ' C". _ -O_ ` i CHECK ALL DIMENSIONS AGAINST ARCH�ECTURALDRAVVVNGSPRK]RTO ' DO NOT SCALE DRAWINGS. CONTACT ENGINEER UF U��M�� Q ~�-'. ' ,^ 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE. AND N_ 1`_'.^ 11/2 ' THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OFAQUALIFIED #11 BAR AND SMALLER 3/4' ' CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION - SYS - 'PIR ' -- -�--'' ''^~'-"^^~'~`~`�� 1 112' T�� SHORING AND BRACING 'IN THE PROPER SEQUENCE, AS MAY BE REQUIRED TO ` . ACHIEVE |MEF|NAL COMPLETED STRUCTURE. THE SEQUENCE OF CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH THE ENGINEER FOR SHORING DES AND RECOMMENDATIONS (NOT IN OTHERWISE, __-'-' ^ c^Ccr,T *u ''�� 3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS METHODS SEQUENCES ' AND PROCEDURES FOR CONSTRUCTION (}F THIS PROJECT. NOTIFY . c- rvn SP IN ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION: . ~~._~ ---- ' ` IMMEDIATELY, -- -T PR-`E^~UNT ~"""" `"` OM " OR SPLICING DEVICES UNLESS 8Y fE-T � � ARE . THROUGH RAL�EWBERS�VV[THEJRUCTURALENEUNEER. . , HORIZONTAL. ' AT FEET BEYOND ' _-___A OPE `°,S^ 4. OBSERVATION VISITS BY THE STRUCTURAL EN ` DETERMINATION OF GENERAL COMPL WITH THE CumS/nuuIOm 4. EX STEEL A MINIMUM OF 2 FEET THROUGH COLD JOINTS. DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE COORDINATE ALL COLD u�um/LOC8|IUNg WITH ENGINEER. '. CDNTRACTDR8HALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TD SCHEDULE THIS VISIT, . 5. WELDED WIRE FABRIC SHALL CONFORM TOASTMSPEC. -185 LAPVVELDED 'WIRE FABRICA MINIMUM OF TWO FULL MESH GRIDS. � 5. /F NEW CONSTRUCT ADJOINS AN EX STRUCTURE, THE ' Cun,n~x,/ ` ` ELEVATIONS AND ALL EXISTING CONDITIONS. UNDERPINNING AND SHORING OF / u� �Q��YUN�� A�C� . _'__G~..'~...-""`"`L`=- THE RESPONSIBILITY uF THE Cum/M*u|VR ��OW�`�IE�NBRF��DE�N�D��' RECOMMENDATIONS , STANDARDS. � (NOT |NC . . /- MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE .. (i WHILE EVERY EFFORT IS MADE TD PROVIDE A COMPLETE AND ACCURATE SET PROPORTION OR PROPERTIES ` ''" uvmO`uSEaumuuVuES��Lb��/VPPHOV�DBYSTRUCTURAL UF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. RELE�6@EOFTH - ' D COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT AND ENGINEER TO � c` GROUT. OF THE 20O8 IBC [R THE ASTM ' PROVIDE THE BEST POSS STRUCTURE ,'u USE COARSE GROUT mo|H STR�NGTHE�U�LTDhn.BDT N[7TLES�THAN20}OPSi ^ ^ ' ` ,. . " I " NE: A I 2 _8 DAY COMPRESSION STRENGTH OF 5. PROVIDE (2)45 BARS EXTENDING A MINIMUM OF2 FEET BEYOND EDGES OF OPENINGS'(BOTH VERTICAL GROUTED CELLS AND HORIZONTAL GROUTED BOND 6. MASON . RY WALLS SHALL BE GROUTED IN CELLS CONTAINING STEEL REINFORCING UNLESS AUTHORIZED BY THE STRUCTURAL ENGINEER. 7. - �STRUCTURAL MASONRY SHALL BE LAIDLIP RUNNING BOND WITH EXPOSED / . � 1. EXCEPTTWHEAE NOTED OTHERWISE, ALL T NOMIN � . ~ SOLID TIMBER POSTS AN D. ' ocAmo AND WIDER SHALL 8EDOUGLAS #2 UNLESS NOTED OTHERWISE ON PLAN. 2.. STUDS SHALL BE STUD GRADEAND BETTER HEM FIR DOUGLAS FIR-LARCH CONNECTION SCHEDULE SIMPSON H5 ;SEE DETAIL,4/Sl _Y SEE DETAIL 3/S4 F OUNDAIION WITRNOT LESS THAN112#01AMET'ER STEEL BOLTS OR APPROVED '.~° MA§O�I4y' o SPACED NOT MORE. THAN 6fT- APART. THE RE SHALL BE A TWO BOLTS OR ANCHbRSTRAPS PER PIECE WITH ONE BOLT OR ' ' ru T HAN ' u,"ur ` - T I G HTENE D. ~~` E BOLT '`' THE �9Ay= UV SHALL _ . r ,` qw// �um|/x�|VmU� BE TREATEQ,`'`` ` ~~.,.BE�^ ` CONT2xU8LED8ERWy(6)--�-- 12d NAILS @1G^UEA.STUD) EXSTG. EXTERIOR WALL -----'~ JL4"x4,1/4NO�3112"0V-------- (3)'5/80THRUBOLTS � EXSTG.CONT TOP [Es EXSTG.FLR JOKST--� / i / / NOTCH 8WD OVER TOP lf�s-~ CAP UL: 1/2"x31/2"x1-0"%y(2)- 5/8`0THRL-BOLJS �-TS3x3x1A - KNIFE III: 1/4'x4^x0�8 W/ (2)- 5/8"0THRU'BOLTS (COUNTERSINK & PLUG) EXSTG.FLR.JOIST --- !� 8RG. R_: 1/2"x8"x0-8 mV0' 5 SOLID GROUTED BOND BM. EO, o U » --�----EXSTG.CMUVVALL IF 5/8" ROOF SHEATHING 6xlO NOTCHED OVER HORZ, MEMBER CUT CUT END PER ARCH. SCREW cy) � -� r 4" L � (l)-5/8" 0 x 12" _'J�G (COUNTERSINK & PLUG) NOTCH BRACE INTO TE NOTCH BRA HORZ, MEMBER CUT END PER ARCH. xlO BRACE rr RISE & RUN PER ARCH. cc a- CONC. STAIR SLAB 6" MIN. w EA. WAY LLI cc: FINISH MAT. PER ARCH. 4 - #4DVVLS.x @)12"(MIN. ;�r 0F FOUR BARS 8" THICKENED TURNED DOWN EDGE NV(2)-#5b CONT. HOR|Z,TYP � 1�V�CON PIER � + (�'#5OWL � 6 4 - 95 ` CONNECTION: J Lox*x//*xu-ymV p .."`v-BuL`o ` (3)-3/4"0THRU-B}LTS ` 'NT_ `-' -`.` mU|CM6�P BOLT HEADS 2 vv ~ . / m (4)-2x12---� �=| CONT. (3)-2)X<12-----'^ 1 i y � STON EXSTG. EXTERIOR WALL--/ (4)-2)<12 Ox0POST 2x DECKING PER ARCH | CONl(3)-2z|2 NOTCH ONE TIGHT INTO 6x8POST lol- 0 CS c i CS 1 (2)-TRTD.2x6 �X_ _N.. FLOOR ~~_ BAITER STONE / 8CummEC/IOm -------/ VENEER PER ARCH. / (3)-2x12 UNDER STONE VENEER J Lox4x/Mxu`omV (DO NOT ATTACH TOEXOTG.RIM) (4`v*�0 /nnu-BuL/b E` (INTO ( 2 (1)'5/8"DxU'LA8 THRU B003 E Co? TOP &B[T, . `, - ,."/.u/c m/D. 2x6 onu wL FOR REMAINDER OF INFO SEE DETAIL ?/S9 ` . � ' m ^0^ o~ itFol Pig 6 �- =' ^ =1 ^ 0x6POST -------- BATTER STONE ----�`~ VENEER PER ARCH, 1''8x1'-6x8" CONC. CAP -- m. 6 (4)-#5DWLSx Fzl?m 10"0 CONC PIER � � � A K n ^" n vv oo + . j x U- 6" zc 8 | ° SEE SCHED. FOR REINF. =1 r+ � _ � � 0 =3 _ �p � m z o z PROJECT: DRAWN BY: ] pL REVIEWED BY: ][q DATE: PERMIT08.10.04 | AE\/|Si GENERAL NOTES & DETAILS ___ __ I tr cy) Sl 3 $1 A r _T DOWEL NEW 8" CMU CRIPPLE /2 WALL TO EXSTG. WALL W/ #5 S3 VERT. DWL's. x 2'-0 EPDXIED INTO 3/4"0 X6" DEEP HOLES 9 24" O.C. J, 8460'-0 TO EXSTG. SLAB (VIF) INDICATES EXISTING BUILDINGS FOUNDATION, TYP. INDICATES EXISTING FOOTING, TYP. g K 8460'-0 TO EXSTG, SLAB (VIF) INDICATES EXSTG. CONC. PIER, TYP. 0 ------- ISOLATED. SPREAD FOOTING SCHEDULE LABEL DIMENSIONS REINFORCING "lzr ' (3)45'sx 1' - 0 EA. WAY ' A B 2'-0x-0xl'-'0,, 3 #5's@)12" EA. WAY 2 "DATJOK 1 ,p F U N LAIN SC t - 1/4 it A St TYP. PLAN NOTES: A' A 1. CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING 2, 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET Sl 3. EXISTING FOUNDATION INDICATED AS THUS, NEW FOUNDATION INDICATED AS THUS:(-) 4. 00 NOT SCALE DRAWINGS, VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. EW FLAGSTONE PATH PER ARCH EW CONCRETE STAIRS OR LOCATION AND RISE RUN DIMENSIONS REFER D ARCHITECTURAL DRAWINGS INDICATES EXSTG, CONC. PIER, TYP. LJj L J) L J, L J, NT Cl> C> I 0') " C> I "lzr v— ce) 04 m 00 X 0 co 0 z Cl) C) jo, 0 > rn at LL_ R ca c: O 0 Z LC lu LLJ z uj P R 0 J E C T: 0207-04 DRAWN BY: JPL REVIEWED BY: JPL D ATE: PERMIT 0810.04 REVISIONS: PLAN M45 OWLS x Fzz 110"0 CONC. PIER — a . , F--: r (2) 45 OWLS x U- 6 L_ 1 1--1 F F7�1 4 " 6 10' 1'-7" NEW 2xDECKING PER PLAN NEW DECK JOIST PER PLAN VIF ti TO DECKING VIF TOW 112*0 x 10" kB.'s (a) 48" O.C. .; CONT. TRTD. 2x8 I?- #5 VERT. 9 24'O.C. IN GROUTED CELLS STD. WIRE JOINT REINF. HORIZ. @ 16 (2)45's IN CONT. GROUTED BOND BEAM FROM THE TOP OF EXSTG. GARAGE WALL #5 OWLS x P 8" IN —1 GROUTED 6" CELL ALONG FTG. ONLY SEE SCHED. FOR REINF. SCALE: 3/4" = NEW RAILING PER, . — . —V r ,o Nr.TRID.6x 0 1 2x12 Ty GRADE I (D 0 0, F pp oo n r _ �. InM T� NEW CONCRETE STAIRS FOR LOCATION AND RISE & RUN DIMENSIONS REFER TO ARCHITECTURAL DRAWINGS DA MAIN FLOOR Fn/lAMING P L AN SCALE: ,,4 V-0 PLAN NOTES: 1. NEW POSTS CONTINUOUS BELOW ARE INDICATED: 11 NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 2. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET Sl. 3. NEW BEAMS, EXCEPT HEADERS,: ARE FLUSH FRAMED UNLESS INDICATED (DROPPED). 4.. EXISTING FRAMING INDICATED AS THUS: NEW FRAMING INDICATED AS THUS 5. DO NOT SCALE DRAWINGS • z x BEAMS TO BEAR ON 53 clj cm . 0 4" OF TRTD TOP It 14EW 2xl g 24-/).C. It EXSTG. CMU WALL NE \A TRTI), (2) , Txlo __ TRTD. 2x1(3 LEDGER CONT. TRTD. 2xio LEDGER W/ (4)-12d NAILS 9 16 O.C. W/ (4)-12d, NAILS 16" O.C. (4) - 2 X12 —T L w 16"O.C. r i r j L -t r ip, (D'A 4 c\j ---- -- 4" OF TRTD. TOP It OF EXSTG. CMU WALL O . C . TO EXSTG, I BEAMS TO INDICATES NEW CONT. L 1/4x4x W/ INDICATES EXSTG.. BEAMS TO BEAR ON c\j c\j 8474'-8! 22� NEW 2x`10 ?4" TRT - HRUBOLT (6) 16"O,C. BEAR ON STUD PACK, TYP. DECKING (VIF) 0) -5/8"0 1 D. TOP I? OF VERIFY RIM BOARD W/ ENG. L 01 EXSTG. CMU WALL L (4) - 2 x 12 -i r PRIOR TO CONSTRUCTION L (D 'ANT. 6X10 (DR OPP 6 CONT. 2xl LEDGER W/ )-1 2d NAILS St(2)-5/8' THRI - BOLT 9 1 f O.C. OC v r VEW 2x1 @ 24" INDICATES EXSTG.. j S (DTYP, C. 0 'o (ATTACH EW LEDGER EXSTG, RI K I- BOARD} M %TCH E STG. DECK JOISTS, TYP. � NEW 8474'-8 0 T TO z I STG. 3 DECKING N W O'EXISTI G (VIF) DECKING TO BE 3x RED- WOOD OR EQUIVALENT F7 NEW 6 x I O's 39" O.0 PROVIDE 5/8"x8x1'-0 BENT PLATE 53 N S3_j ALONG BOT. OF STONE COL. W/ (3)-3/4"0 x8" EPDXY ANCH. INTO FULLY GROUTED CELLS OF EXSTG. CMU WALL 0 NEW CONCRETE STAIRS FOR LOCATION AND RISE & RUN DIMENSIONS REFER TO ARCHITECTURAL DRAWINGS 1� LW own= ui 0 z ui PROJECT: 0207-04 DRAWN BY: JPL REVIEWED BY, JPL DATE: PERMIT 08.10;04 REVISIONS: ITIAIN DECK FRAMING PLAN & DETAILS (1)-3/4"0x12 ' (CDUNTERSUNK) � ` 8x1U(OROPPED)------' ` ' GxS POST (STONE VENEER NOT SHOWN FOR ' ^ 12 FLASHING & ` ' � ' ' ' ' VVA|EMPHU' PER ARCH, ' �CONT. 2xl g FLAT NV(5)-1 1S" EA. RAFTER PROVDE(2)-SIMpSON N P-BA. RAFTER (ONE EA. � 8XSTG. 2x RAFTERS - � CUT OVERHANG BACK T ` �NEW 2xl2BLKG.NV(2)-5 ^ .^ 2x4 EXTERIOR VW - ` ^ pRCX/DE81MPSQN L30' ' ` � - ' ` ' &pLUG\ *10 RAFTERS PER- PLAN � ` : 3/4 = 1�0 2x6 FLAT FORPUWD NAILING PROVIDE S|MPSONH5 2x4 CRIPPLE WALL 5/8"ROOFSHG4TH|NG 12""OLYLDG^SCREVV @EA.RAF7ER 4xS RAFTERS @ 21"� 8x1O(DROPPED)CUT ENDS, PER ARCH. 8 NOTCH FOR RAFTERS &VERTMEMBER (2)-12""OLYLOG^SCREW 9 EA, BRACE 8xU0 CUT PER ARCH (1)-5/8"0 xl 0" LAG (COUNTERS &PLUG) 8x12 BRACE CUT PER ARCH. NOTCH INTO VERT MEMBER am omo INDICATES CONT. WO LEDGER W/ (6)-12d NAILS 69 P {NDKC/QE8EXSTG. RAFTERS CUT EXSTG. STUD PACK, TYP. BACK TO NEW VALLEY INDICATES NEW j CRIPPLE WALL INDICATES EXSTG. INDICATES NEW 2x12 LEDGER W/ INDICATES CONT. 2x12 5)-12d NAILS CL TRELLIS ROOF ONLY. K ! co NOT DESIGNED TO INDICATES NEW SNOW LOAD. CUT EXSTG. RAFTERS Q 2X12 SUB-FASCIA BACK TO NEW VALLEY INDICATES NEW 2 x '1 F INDICATES NEW INDICATES CONT. 2x12 l TYP. ROOF LINE, TYP. 2xl 2 RAFTERS LL 9 REMOVE EXSTG. BEAM Z INDICATES NEW F Z0 2 x 12 FLAT �� INDICATES NEW onoCE------' � K . /''| —] � .' PER DETAIL, . INDICATES NEW 8x10 (}ROPPEO)--/ ! ' L- BEAM PER DETAIL . !| |! � . vx-4;�x/�n�au�u ---' � [-- --- --- --- --- --- --- � | | | i '--' —''—'-- i PER DETAIL � `�~�r � INDICATES NEW 8x1U (DROPPED) / 8EA�PEHDETA� . � K v 7 el— ` [_ "St I RAITI 111 pir , . 1. NEW ROOF SHEATH[ VG|S5/OAPARATED SHEATHING EXP. RATING 40120 , 2. NEW POSTS CONTINUOUS BELOW ARE INDICATED: 11 NEW POSTS FROM ABOVE NOT CONTINUOUS 8ELOWARE|N0CATED:[l ' 3.( ) INDICATES CONNECT TYPE. REFERENCE SCHEDULE SHE ETS1. 4. NEW ROOF BEAMS EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS INDICATED 0}ROPPE 5. EXISTING FRAMING INDICATED AS THUS: (-__---) NEW FRAMING INDICATED ASTHUS:(-----') 6. DO NOT SCALE DRAWINGS rip Wol PROJECT: 0207-04 DRAWN BY: JPL DATE: PERMIT08.10.04 6 nIA ENNA , Q0 `_ ,f) X oo 0 �� cm m 0 _ o cP ' ' �� CD _ � u r__ r_ � co cn � Q_ LL. (1)-3/4"0x12 ' (CDUNTERSUNK) � ` 8x1U(OROPPED)------' ` ' GxS POST (STONE VENEER NOT SHOWN FOR ' ^ 12 FLASHING & ` ' � ' ' ' ' VVA|EMPHU' PER ARCH, ' �CONT. 2xl g FLAT NV(5)-1 1S" EA. RAFTER PROVDE(2)-SIMpSON N P-BA. RAFTER (ONE EA. � 8XSTG. 2x RAFTERS - � CUT OVERHANG BACK T ` �NEW 2xl2BLKG.NV(2)-5 ^ .^ 2x4 EXTERIOR VW - ` ^ pRCX/DE81MPSQN L30' ' ` � - ' ` ' &pLUG\ *10 RAFTERS PER- PLAN � ` : 3/4 = 1�0 2x6 FLAT FORPUWD NAILING PROVIDE S|MPSONH5 2x4 CRIPPLE WALL 5/8"ROOFSHG4TH|NG 12""OLYLDG^SCREVV @EA.RAF7ER 4xS RAFTERS @ 21"� 8x1O(DROPPED)CUT ENDS, PER ARCH. 8 NOTCH FOR RAFTERS &VERTMEMBER (2)-12""OLYLOG^SCREW 9 EA, BRACE 8xU0 CUT PER ARCH (1)-5/8"0 xl 0" LAG (COUNTERS &PLUG) 8x12 BRACE CUT PER ARCH. NOTCH INTO VERT MEMBER am omo INDICATES CONT. WO LEDGER W/ (6)-12d NAILS 69 P {NDKC/QE8EXSTG. RAFTERS CUT EXSTG. STUD PACK, TYP. BACK TO NEW VALLEY INDICATES NEW j CRIPPLE WALL INDICATES EXSTG. INDICATES NEW 2x12 LEDGER W/ INDICATES CONT. 2x12 5)-12d NAILS CL TRELLIS ROOF ONLY. K ! co NOT DESIGNED TO INDICATES NEW SNOW LOAD. CUT EXSTG. RAFTERS Q 2X12 SUB-FASCIA BACK TO NEW VALLEY INDICATES NEW 2 x '1 F INDICATES NEW INDICATES CONT. 2x12 l TYP. ROOF LINE, TYP. 2xl 2 RAFTERS LL 9 REMOVE EXSTG. BEAM Z INDICATES NEW F Z0 2 x 12 FLAT �� INDICATES NEW onoCE------' � K . /''| —] � .' PER DETAIL, . INDICATES NEW 8x10 (}ROPPEO)--/ ! ' L- BEAM PER DETAIL . !| |! � . vx-4;�x/�n�au�u ---' � [-- --- --- --- --- --- --- � | | | i '--' —''—'-- i PER DETAIL � `�~�r � INDICATES NEW 8x1U (DROPPED) / 8EA�PEHDETA� . � K v 7 el— ` [_ "St I RAITI 111 pir , . 1. NEW ROOF SHEATH[ VG|S5/OAPARATED SHEATHING EXP. RATING 40120 , 2. NEW POSTS CONTINUOUS BELOW ARE INDICATED: 11 NEW POSTS FROM ABOVE NOT CONTINUOUS 8ELOWARE|N0CATED:[l ' 3.( ) INDICATES CONNECT TYPE. REFERENCE SCHEDULE SHE ETS1. 4. NEW ROOF BEAMS EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS INDICATED 0}ROPPE 5. EXISTING FRAMING INDICATED AS THUS: (-__---) NEW FRAMING INDICATED ASTHUS:(-----') 6. DO NOT SCALE DRAWINGS rip Wol PROJECT: 0207-04 DRAWN BY: JPL DATE: PERMIT08.10.04 6 nIA ENNA FOUND PLAIN #4 REBAR ELEV: 8414.8 - 1 LOCATED 511 °2q'4gN 1.60' FROM PLATTED CORNER Parcel G Part of Lot 6, Block I, Vail Village 12th f=iling, a 5ubdivl5ion recorded in the office of the Eagle County, Colorado, Clerk and Recorder, sold Parcel G 15 all of sold Lot 6 Hith the exception of Parcels A and B described below. Parcel B A part of Lot 6, Block 1, Vail Village 12th Piling, a subdlvi5lon recorded in the office of the Eagle County, Colorado, Clerk and Recorder, said part of Lot 6 being more particularly described a5 follows: Beginning at a point whence the northeasterly corner of said Lot 6 bears N 561 0 13'00 " E IOcI.06 feet; thence N 21 °1696 " E '1.60 feet; thence 5 68 0 43'14" E 32.80 feet; thence 5 21 °1646" N 22.00 feet; thence 5 68 9 43'14" E 6.15 feet; thence 5 21 °1646" N 1430 feet; thence N 68 1 43'14" N 6.50 feet; thence 5 21 0 16'46" W 12.60 feet; thence N 68 0 4314" N Iq.10 feet: thence 5 21 °16'46" N 22. feet; thence N 68 °43'14" N 13.40 feet; thence N 21 °16'46" E 10.10 feet; thence N 68 °43'14" N 8.10 feet; thence N 21 0 16'46" E 18.x0 feet; thence 5 65 "43'14" E 16.65 feet; thence N 21 0 1646" E 24.80 feet; thence N 68 0 43'14" N 8.50 feet; thence N 21 °1646" E 10.40 feet, to the point of beginning, containing I1-13? square feet, more or less W, *7=3 A part of Lot 6, Block 1, Vail Village 12th Filing, a 5ubdivi5lon recorded in the office of the E=agle County, Colorado, Clerk and Recorder, Said part of Lot 6 being more particularly described a5 follow5: Beginning at a point whence the northeasterly corner of Sold Lot 6 bears N 561 °13'00" E IOq.06 feet; thence N 68 °43'14" N 3155 feet; thence 5 21 1 1646" N 22.00 feet; thence N 68 0 43'14" N 6.15 feet; thence 5 21 0 1646" V414.30 feet; thence N 68 0 43'14" N 4.15 feet; thence 5 21 0 16'46" N 12.20 feet; thence 5 68 0 4394" E 4.15 feet; thence 5 21 0 1646" N 21.40 feet thence 5 68 0 43'14" E 13.30 feet; thence N 21 °16'46" E 10.00 feet; thence 5 68° 43'14" E 8.10 feet; thence N 21 °16'46" E 23.60 feet; thence 5 68 0 43'14" E 0.50 feet; thence N 21 °1646" E 1.10 feet; thence 5 68 °43'14" E 6.45 feet; thence N 21 °16'46" E 1 feet; thence 5 68 °43'14" E 8.00 feet; thence N 21 0 16'46" E x.70 feet; thence N 68 °43'14" N 0.65 feet; thence N 21 0 1646" E 1040 feet, to the point of beginning, containing 1784 square feet, more or less LOT 8 A RES0BDIVl510N OF LOT f , I ry 2 r I f f / ` I UTILITY / EASEL- N / f / 1 i J J / 1 I / 1 Il 1 1 1 / 1 X38 k"As T OS NC I_l 0 =04 °5746" �' O R= 1367.76' L= 118.27' T= 511.1 - 7' G LEN = 118.23' BRG =N 66 °25'30" W FA LOT 6 0.453 AGRE5 DECIDUOUS TREELINE ROCK 83610 WALL t� / 1118 r , 8380.8 tr4� -4 s X r i J tE `� �b38 �� `•. X FLOOR `Z -z ~ \f FLOOR ` ?� �t i,j `�? L ' 1 y S { • / t • x '� `-P�tk''' • „ < / r \ PER BUILDING �r u l r'r 8405.1 1 OUTLINE / ' ti " / j j' BUILDING ' `'1) OUTLINE J �4 PEAK . 4 J 1 I / I / 1 / 4 / 4 f 1 tj ROCK SHALE 4, f 1 r JJ Q^7 lira! SPLIT RAIL WOOD FENCE LOT 5 STONE \ PATIO NOTE-5: 1) DATE OF 5URVEY: 6/3/04 2) 5URVEYOR HA5 MADE NO iNVE5TGATION OR INDEPENDENT 5EARGH FOR EA5EMENT5 OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RE5TRICTIVE COVENANT5, ONNER5HIP TITLE EVIDENCE, OR ANY OTHER FAGT5 THAT AN ACCURATE AND CURRENT TITLE 5EARCH MAY 015CLO5E. 3) NOTICE: ACCORDING TO COLORADO LAN YOU MUST COMMENCE ANY LEGAL ACTION BA5ED UPON ANY DEFECT IN THI5 5URVEY NITHiN THREE YEAR5 AFTER YOU FIR5T 015COVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BA5ED UPON ANY DEFECT IN THI5 5URVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION 5HONN HEREON. 4) DA515 OF ELEVATION: 5ENER MANHOLE MH 80 -12 -6, LOCATED IN THE GUL- DU -5AC OF KA5TO5 RANCH ROAD, INV. ELEV: 8410.6' 5) 5A515 OF PROPERTY LINE LOCATION: FOUND #4 REBAR $ NA5HER AT SOUTH CORNER OF LOT I/TRACT G, VAIL MOUNTAIN 50HOOL 9UBDIV1510N AND FOUND BLUE PLA5TIG GAP L5 152616 AT NORT44 CORNER LOT I, VAiL MOUNTAIN 50HOOL 5UBDIV1510N. 6) BEARING5 AND DI5TANGE5 ALONG PROPERTY LINES 5HONN HEREON ARE A5 5HONN ON THE 5UBDIV151ON PLAT ONLY. A BOUNDARY 5URVEY WOULD BE NECE55ARY TO DETERMINE THE TRUE DIMEN5101 OF THE LOT AND 5ET13ACK5, NHiGH MAY VARY FROM THE PLATTED DIMEN51ON5. - 7) P05TED ADDRE55: 3241 KA5TO5 RANCH ROAD 3541 KA5TOS RANCH ROAD 8) PEAK MEA5UREME✓NT5 TO TOP OF CEDAR 5HINGLE5. q) BUILDING DiMEN51ON5 TO HOOD 51DING. / FL , OPEN it PEAk ' X C AREA � 84050 1 / / DECK DECK J ra (t ~J 1 J f Oho (P)- CONCRETE DRAIN / ° s FLOOR `_x ' A /OVERHANG OUTLINE �• ; x` .. 83F& a. / � WATER � R / E, FEA 1U e ` -.. � `` �' °- , . {E)-'DEGK lEJ -DECK PATIO ABOVE / t� GARAGE \.. j PATIO ABOVE `83561. x j�� (E)- GARAGE �i 8310 1 f' 8361.1 r ROCK / r 1� OUTCROP ROCK WALK L - � - - - - -- -- ---- � - -- u -- x 8363 83586 r �a 561.61. 1rJ DRIVE 1 "1' f ( ROCK PIN 4 RED PLASTIC CAP HOOD TiE ( HALL LOCATED N31 "46 44 "e 4.51' KAL- /// 8358.1 1 FROM PLATTW cORNER S 89'27'39" E 89.33' PANE o 83550 PEDESTAL ELECTRIC ELECTRIC PHONE PF�ESTAL VALVE GO PAN 5158.5 ~_'"' O f 8360A METER 83512 8357 835q! CONCRETE TV 8356 ' + y PEDE5TAL + 8353.0 f5354 8355.0 X--- _ 8352.1 b558.5 83sq.,7 83606 CONCRETE 8353• 8351.1 d =06 °08'46" 5550.0 8355.4 R= 2611.42' EDGE Of _ , ASPHALT ROAD 41199 HIGHWAY E; & 24, EAGLE -VAIL T_14.46' P.O. BOX 1230 G LEN= 28.8c1' EDWARDS, CO. 81632 (970)949 -1406 BR67 87 °2758" N KA5TOS RANCH ROAD 4o' R.o.w. 0 �g 15 Off' INDICATES CONIFEROUS TREE WITH APPROX. 0.2 DIA. TRUNK J INDICATE5 CONIFEROUS TREE WITH APPROX. 0.5 DIA. TRUNK INDICATE5 DEGiDUOU5 TREE KITH APPROX. I.O DIA. TRUNK 1 INDICATE5 GONIFEROU5 TREE WITH APPROX. 1.0 DIA. TRUNK Led Sheet dumber Al ■ | |[- ---' --- --- -l| � i | / |! (| | | ( | || || | | | | | | | | L L I | --- | || || | | | | | | || \| | | || || |}\ || ||| ||! U ||| U A � -- -------- -- — ----- | | / F - --- --- ---/ - --- --- ---| --- | --- --- -- | \ | | | � | | | | | | � | | | ' | | | | | | | | | -- -- --� -- | F ---- -- -- --� -- -- --� --�--- - /u\ /-�� ()`�/ | L_|�` PANELS | /~�.|�L_�__/ | T.O. -��/-�� ~ \ L� �~~L_\_/[~~ /~�\ /fx ( ~��/--'-� 7 L^| EEP HOLES /u\ ��T/��J1� ( �\L/ | �~�|`{L_ VENEER FRONT ELEVATION 5TAIR5 |�� |^�. ��| ��-�/ / ~� L_�_, L�`./ /L/~ (VERIFY) | | --- --' | | � | | | | ! / { | | | j | ' | | | | / | | / = | ' |-F- --- --- --- --- --- T —�------------- | | | | RI&HT ELEVATION 5TA R5 (N) - STONE ( \\� /--._/ | L./ | �L_ VENEER . . OL T.Q. EX15TINC, FLOOR \ L^------ \� { | | [_ | [--------1 F -- r --^� -- -- -~--^--�-- � EX15T | ' 5AND BOX L_ AREA OF NEN GK GON5T AREA UNDER ---------- ' [7�(�� T(] [�� | �-- --------�- CLAIMED A5 �| / [)R/ 5TORAOE (t:)- ____ | . � NE RI, --- --- --- --- --- --�|--- --� � ' -~�� || kOn|C) F`05T --- --- --- --- --- ON 4" PRAINTILE w/ 5ILT ^--- �-- -- � e�— CLOTH $ CLEAN OPEN DN 6RAVEL FILL HANDRAIL BLOCK VqALL ARE BE 510 | i . / | -- CK Copp ILL LINE OF | / �D . . | || | || L | \ | ^+2 crv/�rsD ,`~�LL --- --- --- ---� --�/--- --� w/2x|O HOOD CAP OD DRAIN TILE LINE �F �T�N� _____________ �__________� � � | -�=- � — -- - - - | __�/ vE ` ____________________�—_____________- _--- ._ um=c/t =>/ rvc ~- VE �w�v^�m� �� * MAIN �� =~ ;_�w��|�� = �.� | v�m� | �n��Z�� ^ ', � . ^ � / wmp�~"� .=� . -~ � �m�r ./ . =� . , ` , . -"�°, 5(, 1/4" = V-0 PLAN NORTH ~' z i 0 . . OL T.Q. EX15TINC, FLOOR \ L^------ \� { | | [_ | [--------1 F -- r --^� -- -- -~--^--�-- � EX15T | ' 5AND BOX L_ AREA OF NEN GK GON5T AREA UNDER ---------- ' [7�(�� T(] [�� | �-- --------�- CLAIMED A5 �| / [)R/ 5TORAOE (t:)- ____ | . � NE RI, --- --- --- --- --- --�|--- --� � ' -~�� || kOn|C) F`05T --- --- --- --- --- ON 4" PRAINTILE w/ 5ILT ^--- �-- -- � e�— CLOTH $ CLEAN OPEN DN 6RAVEL FILL HANDRAIL BLOCK VqALL ARE BE 510 | i . / | -- CK Copp ILL LINE OF | / �D . . | || | || L | \ | ^+2 crv/�rsD ,`~�LL --- --- --- ---� --�/--- --� w/2x|O HOOD CAP OD DRAIN TILE LINE �F �T�N� _____________ �__________� � � | -�=- � — -- - - - | __�/ vE ` ____________________�—_____________- _--- ._ um=c/t =>/ rvc ~- VE �w�v^�m� �� * MAIN �� =~ ;_�w��|�� = �.� | v�m� | �n��Z�� ^ ', � . ^ � / wmp�~"� .=� . -~ � �m�r ./ . =� . , ` , . -"�°, 5(, 1/4" = V-0 PLAN NORTH ~' I �\ ��_J JI.___ (� —�(� I l 1 i I I 11 / �� I u 1- i- -}- - -I - {—i I (� /- �l f �/ �l � i I I \ - I ( I I I 1 1 1 1 1 1 1 1 I 1 1(' 'J 1 _ 1 '� -- -� I I I I I I I I III 11 III I I — =— '= � M; -► �-�-- — ►,M- = =�,�, I I I I I I I I► l e i -�I � L_� IL__ -1 L i I I II II I I I I IiI II III I I V / __1 - , f I1 iiI III F M L II 11 LANDSCAPE BLOCK WALL � LAG STAIRS TO STUD WALL 30" DEEP STAIRS � ►� _ � _! L/ i II I 1 3 I T _ — .✓ �/ - 1�� 42" SOLID GUARDRAIL I I I ( r r` D -� / rI I ( I ` I I I W/ COPPER PANELS I I I ,I, 36 OPEN DN III I I I 42" SOLID GUARDRAIL - , J I I I ! I I I ((( I I HANDRAIL W/ COPPER PANELS I (BY OWNERS) I I (, I EXIST (SEE ARCH) I I I I I I I I i �� ,- -_J D L 1 BON I �1 100 -0 - -_— — — Ilk T. 0. DECK _L — �� I I l r ® I L/ I I L - ___. __ - - - _ _...� - .�- � DBL BTM PLATE T.Q. DECK _ r III I L _J r_J 1 I ( }� , 1 - 'I'1 r� , ; { AREA UNDER DECK TO BE _ _ _ _ _ - _ _ - v _. 2x6 TREATED LEDGE E -1 Ir r '� I I r I ,�, �7 -_- -_ I I . CLAIMED AS DRY STORAGE - - `F T.O. F'DTN ' i I l (SHED ROOF ADDED BY I — _- - -- -- - --- - - - I CONTRACTOR) I ANCHOR BOLT l a a. a - - - - _ - - - ._.e. _.. - - .._...._......_._ ..._..........._. - LANDSCAPE 100' -0 I -L I ' —. - � - � BLOCK WALL T Q DECK I i I IT II I OL 10'0 T.O. ECK OL {1 97' -6 1 2 — T T.Q. DECK 97'- -5 T.Q. FDT N ANCHOR BOLT--H II STONE VENEER - I� 95' -1 .—. T.O. GARAGE DECK_ IL� —� (E) -ROCK II II II II �I I� 11 II II 11 II II II II M II 11 II 11 11 II I i � I � — ___--------- - - - - -- _ - - --- � , I _ J1 L -J.) I ' M- _- �--- -� -- -�- --- --=====- --.� -- ---- - - - -- � 1 FOUNDATION P L A N STONE VENEER „ „ «, I I ...._ _ � _ _.�.� � ° . .� •� � a I . • . � i I • 96 �" ._.. ____- — — ,. � .� -� � � I � 6 5 6 6'-6 ( \� � •_-.._ .� -�°~° j \ / �, . I °• ' �}, � ° a 4 • a ,• T.Q. GARAGE DECK -- ...� - — — VERIFY ' L a �. __ — _ _ w - __ --- -- 2at6 TREATED - I v Q I 9.4 -11 1 /2 1 1 WALL T.Q. FDTN I_ — ...._ (E) — a : a • ° a I I I ” ' --ROCK - _ . I �� LINE OF DECK � I I •-- LEDGER AS (E) ' (( -- GARAGE I NEEDED V (E) -DECK RAILING ~- --� REBAR 6" CONC WALL w f L — __ I " ABOVE I nP STONE VENEER 4 --- 4 PERF. DRAINTILE (I PLANTER T.O.W, 97' -4 (SEE ARCH) w/ SILT CLOTH & B.O.W. = VARIES 2 " PVC �� — -- --- CLEAN GRAVEL FILL NON - P ERF. I II f I ` WE HOLES / --� I -- - -) I LANDSCAPE DRAIN TILE I 6' -11 6" NC WALL 6" CO — BLOCK WALL HGT OF CONC WALL VERIFY » ( � ,,( � � 6 CONC BELOW SOIL ' \ I L ___ I TO BE a " MIN WALLS '" WHEN POSSIBLE — -/ I +� I (E)-CONC �° °° - __ I --- I 95' -1 OL GARAGE WALL ° ` --� __ ff - DECK I STEP I , I `___ _____ SCALE: 1/2 "� I I t— __ _ I I ( E) - DECK I I I T.O.W. I I #•4 x 24" REBAR DOWELS I ST EL EVATION ( M I �) I 1 ,_ 0 „ aE, T.O. LANDG. _ " I ; T.O.W. = 94' -11 1/2 ( DRIVEN INTO 1/2 "0 x 6" 68 _ (2) --#4 x 24 REBAR DOWELS DRIVEN INTO 1 /2 "0 x e { I B.O.W. = VARIES I (MIN.) HOLES 0 16" O.C. PLAN NOTES _ (VERIFY) (MIN.) HOLES 0 16" O.C. I - e PERF. DRAIN TiLE I ALONG JUNCTION OF NEW I ► A ALONG JUNCTION OF NEW I � � I FOUNDATION WALL TO ROCK 1. NO NEW FOUNDATION WORK TO BE DONE THIS PHASE, FOUNDATION PLAN SHOWN FOR STAIR REFERENCE ONLY. I ( `� w FOUNDATION WALL TO EXISTING I / SILT CLOTH I 2. DO NOT SCALE DRAWINGS. I ( \`f �r I _ ZZ 3. (E) REFERS TO EXISTING CONSTRUCTION ( ), (N) REFERS TO NEW ( ). I MGT OF 6" CONC WALL I I 3 STEP 2 TREATED LEDGER I NEW COPPER I " T.O. OL T.O. (N)-DECK TO BE 8 MIN I i S2 « S2 AS NEEDED I I I I I i i u i t I I GATE I EL- 8369' - 0' l 13 - 2 I I ( F I I I VERIFY I I I II II II II ( II I I I �' I , i I 4" DRAIN \` III I I (I III III I I I i I i HO ES EEP I I I I ► " PLAN NQIES 42" SOLID GUARDRAIL I { I ( I I W/ COPPER PANELS 1 I I p 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: - - - - - - - - (SEE ARCH) -! ✓ I I I - - I I T.O.W. =TOP OF CONCRETE WALL T.O.F. -TOP OF CONCRETE FOOTING _ I -- -- M - -�-_ _ -1� THESE ELEVATIONS RELATE TO 100' --0 AS A REFERENCE ELEVATION AT THE MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 7� Fr 30" DEEP I I I I � ■-- -- - --• - 36" OPEN STAIRS u I HANDRAIL` LAG STAIRS - BEYOND I I TO STUD' WALL � s LEDG 'TREATED . _� 2x6 TED WAL� A To e , EXCAVATE FOR °a a� aI ' I I I I I I DR� STORAGE zJ I CREATE POSIT! I 1 I I I CONC WALL 6" DRAINAGE SWA INTO SOIL WHEN POSSIBLE a PERFORATED #4 REBAR \ DRAIN TILE w/ SILT 6' CONC WALL w/ _ TYp \ CLOTH IN CLEAN STONE VENEER I GRAVEL FILL (SEE ARCH) I I S TRUCTURAL ELEVATiMM RIGHT ISCALE: 1 Z2 at -- i #_0" PLAN N QIF� 1. NO NEW FOUNDATION WORK TO BE DONE THiS PHASE, FOUNDATION PLAN SHOWN FOR STAIR REFERENCE PNLY. 2. DO NOT SCALE DRAWINGS. 3. (E) REFERS TO EXISTING CONSTRUCTION ( — ), (N) REFERS TO NEW ( J . NORTH SCALE: 1/4" = 1, -0„ 4^ 2. STEPS IN TOP OF CONCRETE WALL INDICATED: 3. CONCRETE FOUNDATION WALLS ARE 6" THICK Ewing Engineering, i-- - 4. VERIFY ALL DIMENSIONS FOR EXISTING CONDITIONS P.O. Box 2526, Vail, Colorado 81658 Structural Specifications: Parliament Deck Stairs and Landing 3241 Katos Ranch Rood Vail, Colorado 81657 The specifications described in this document and the attached drawings are the only ones warranted by Ewing Engineering, Inc. All other requirements and construction shall comply with the as adopted by the local building department or by their own codes. ' cl-I 1). Foundation design is based on an assumed soils bearing pressure capacity of 2000 psf. No footings ore required. However the 6 Inch walls should bear on as much undisturbed natural soils as possible. Also it shall use as much bearing on the existing boulder as possible. 2). The stair walls shall be doweled into the existing garage in two places each wall at the bottom stair. And be anchored at the top stair to the existing deck /framing. 3). All concrete shall reach a minimum strength of 3000 pal for walls and footings and 4000 psi within 28 days. Mix designs should be based on the Building Code Requirements for Reinforced Concrete; ACI 318, 1989. 4). All concrete (wails, and flatwork) shall be protected from cold weather conditions for a minimum of 7 days and shall maintain a minimum average temperature of 507. As conditions require, the days and the temperature may vary in accordance the American Concrete Institute guidelines. 5). Reinforcing steel Is to be ASTM grade 40 for #4 and #5 rebar, and ASTM grade 60 for bars #6 and greater. 6). Structural steel shall be ASTM A572 Grade 50 Pipe Columns shall be ASTM A53, Grade B. Bolts shall be ASTM A325. Weld Material shall be E70XX Electrodes. All structural Steel shall be fabricated and erected per the AISC Manual of Steel Construction. 7). The designs loads used for this structure were based on minimum requirements. The design load for snow is 75 psf; dead load (roof) is 25 psf; dead lood(second floor) Is 35 psf; live loads of 50 psf and a wind load of 90 mph (3 see. Gusts). 8). All construction shall comply with the 1 as adopted by the local building department or by their own codes. The "General Conditions of the Contract for Construction% AIA Document 2001 shall also apply. 9). During construction it may be necessary to brace or shore portions of the structure while other portions are being constructed. However, all structural members are drawn In their final positions. Contact the structural engineer for any necessary consultations. 10). It is the contractor's and /or owner's responsibility for all non - specified connections. Contact the structural engineer for any details as required. 11). The owner or the contractor Is responsible for the coordination of all diaphragm penetrations through the floors, walls, roof and /or foundation with the appropriate sub - contractors. They are responsible for means, methods, techniques, sequences procedures associated with this project. They must notify the engineer of all conflicts or omissions between various elements of the working drawings and the existing conditions before commencing with that portion of the project. They are responsible for all coordination of foundation dimensions and the details with any steel or truss manufacturer prior to the construction of the foundation. 12). Any and oil materials that ore expose to the exterior and/ or any moisture conditions shall be treated for these conditions (i.e.: chemical treatments chemicals, staining, point etc.) as required by code. U r z 00 L0 LO Ln Ln Ln ( - / LLJ lL (LJ - W z «� 0) N 4-1 �- N N O C> Q0 00 n 0 c) I O 0) W y) a.. > n i issuEo PERMIT 4j28/06 I SHEET �I I L -1_I_L 1_I_L 1_1 _L1 � i � �� II II II II II II II I� � UI II II II II II II IHI � � II II II II II III I � _TI_ _TI_ I II II II II I I II II I I II II I I (I II I I STONE VENEER — �T,O. GARAGE DECK 4" WEEP HOLE !1 i! 4" DRAINTILE II II II II II Il IL _ i NO HANDRAIL LADSCAPE BLOCK WALL 4" WEEP HOLE CONC WALL 6" INTO SOIL WHEN POSSIBLE STRUCTURAL SECTION 7 F iI BLOCK WALL I I I I I I SCALE: 1 /2" = 1�_o ELAN N011�i I 1. NO NEW FOUNDATION WORK TO BE DONE THIS PHASE, FOUNDATION PLAN SHOWN FOR STAIR REFERENCE � LY. 2. DO NOT SCALE DRAWINGS. 3. {E} REFERS TO EXISTING CONSTRUCTON ( }, (N) REFERS TO NEW ( }. T.O. (E)-DECK FILL GAP WITH 1 1/2 RIGID INSUL. TO BE REMOVED (E) -CONC GARAGE WALL. 4 4 d •, 4' NON -PERF DRAINTILE STRUCTURA DETAIL I T.O. (N)-MUD PLATE T.O. GRADE B.O. WALL L - I SCALE: 1 " = 1'--Q" PLAN NOTES 1. NO NEW FOUNDATION WORK TO BE DONE THIS PHASE, FOUNDATION PLAN SHOWN FOR STAIR REFERENCE ONLY. 2. DO NOT SCALE DRAWINGS. 3. (E) REFERS TO EXISTING CONSTRUCTON }, (N) REFERS TO NEW { }. Ff L 1_ J II II r F II II 11 LANDSCAPE CRIPPLE WALL' BLOCK WALL FRAMING 30" DEEP - BEYOND STAIRS N I � Ff ' III II III I l 1 III II III I I ii L 42" SOLID GUARDRAIL I I I I I 36" OPEN W/ COPPER PANELS HANDRAIL III I (BY OWNERS) ( I I I( I I 0 I I � 100 11 T.o. DECK _ z 1 W TREATED T.O. DECK w MUD PLATE - -- --- — z ` ., 97'-- 5 T. O. FDTN Q° Q' / PE A < tv �[ H 95 -1 -L4 t 0. _ S2 #4 III REBAR 6" INTO RO �. 6" THICK - TYP CONC WALL 4" NON -PERF \ DRAIN11LE CONC WALL 6" `� 4 • " PERF a , • < `BELOW SOIL DRAINTILE WHEN POSSIBLE GARAGE WALL -- II °.4 II STRUCTURAL SECTION II � NCITES. 11 1. NO NEW FOUNDATION WORK TO BE DONE THIS PHASE. FOUNDA11ON PLAN SHOWN FOR STAIR REFERENCE ONLY, A M • " . 2. DO NOT SCALE DRAWINGS. I1 p• a I tCN DCCCDC WN rVIO nKll! t- t%KtC't'D! it mid ! _____ - -_ -- -- 1 htl nrrrme� ^rte itrtap I 1 _T O L log T.0. 0ECK I� II _ T T 6 1/2 nFOK I I ANCHOR BOLT —+-t STONE VENEER - _�L 95' -1 — T,O�GARAGE DECK L � L (E)-ROCK IL IL r � Il II II II 11 II II II II II II II T.O. GARAGE DECK -- __ W 94' -11 1/2 (E) - ROCK T.O. FDTN 6" CONC WALL w/ STONE VENEER (SEE ARCH) SCALE: 1/2" = 1'--O" - 2x8 LEDGER — T_ T OI L 97'- -- 5 _ FDTN I I - 2X6 6EIATED WALL I CONC WALL 6" #4 REB CONC (WALL INTO SOIL WHEN TYP PU SSIBLE I I I STRUCTURAL SECTION SCALE: 1/ = 1 �--p" PLAN NOTES 1. NO NEW FOUNDATION WORK TO BE DONE THIS PHASE, FOUNDATION PLAN SHOWN FOR STAIR REFERENCE ONLY. 2. DO NOT SCALE DRAWINGS, 3. (E) REFERS TO EXISTING CONSTRUCTON ( -- }, (N) REFERS TO NEW ( }. i i i i i �'i trd+f tip „i }, t„ Sttiii3rlr rf�l� � ?bi. �Af l T Q� I p Ln L � 0 L Q � C t9 C\! Ln n < Cy C . ) .- CD 1` 4-d u L o m { ° _ X U} CL n Q I ISSUED PERMIT 4/28/06 SHEET” 9% p � � O O� W ISSUED PERMIT 4/28/06 SHEET” 9%