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HomeMy WebLinkAboutDRB100491 PlansN • M 1 �4 2 HBPINORTH- PAINLAK 6BOTECHNICAL, INC 5020 COUNTY ROAD 154 6LENHOOD SPRINGS, GO 81601 (170) q45 -7g88 (PHONE) M70) q45 -8454 BUII -DING CONSULTANTS 4 EN6INPERS, INC. 1520 HEST CANAL COURT, SUITE 240 LITTLETON, GO 80120 (303) 350 -1000 (PHONE) (303) 350 -1004 (FAX) CONTAGT: LINDA M06OHAN REF ER" ENCE Z �RAII I N65 1. NOTE: JOHN M. PERKINS ARCHITECTS, INC. HAS THE ORIGINAL ARGHITECT. 4/20/8l ORI6NAL 1/10/g0 ADDITION " B „ ZONE 015TRICT: THO FAMILY PRIMARY/SECONDARY FRONT SET BACK: 20 FEET SIDE SET BACK: 15 FEET c0c�c INTERNATIONAL RESIDENTIAL GODS 20 0q O lv2S 1 ROAP A \ /AILI CO al(oS FILIN6 6, BLOCK 2, LOT 61 5ECK 5UILVIN6 COMPANY P.O. Box 4030 VAIL, COLORADO 81658 (q70) cf4ci -1800 (PHONE) (c`170) q4q -4335 CONTACT: TOM SOLAHETZ suRve*1 EA6Lr- VALLEY SURYrEYIN6, INC. P.O. Box 1230 EDWARD5, GO 81632 (g70) g4q -1406 (PHONE) (a70) 845 -g5O4 (FAX) BETH LEVINE ARCHITECT, INC. P.O. BOX 1825 AVON, GO 81620 q70) q26 -4gg3 FAX (q70) q26 -2gg3 CONTACT: BETH LEVINE KRM CONSULTANTS, INC. PO BOX 4572 VAIL, GO 81658 (g70) g4g -g3gl FAX (q70) g4g -1571 ENGINEER: TIM HENNUM I TP GO P� ALLOWED: 3,87q 50.FT. EXISTING: 4,248 50.FT OVER Y: 370 SQ.FT. NEH: 4 26 SQ.FT. OVER Y: 317 SQ.FT. NEH REDU ION IN 51TE COVERAGE: 5550. T. " - REWORK THE STRUCTURE IN THE PRESENT ATTIC SPACE AND ADD THREE NEW DORMERS AND RAISE THE EXI5TIN6 STAIR DORMER FOR A TOTAL ADDITIONAL 650 50.1`T. OF 6RFA. d -THE PROJECT 15 601N& TO CHANGE THE ENTIRE UPPER ROOF AND ALL OF THE LOWER PORCH ROOFS TO NON- GOMBU5TIBLE, OAVINIGI SHAKE ROOFING. THE BUILDING "B" ROOF AND THE GARA6E ROOFS HILL NOT BE GHAN&ED. -THE ROOF RIDGE OF BUILDIN6 "A" HILL BE RAISED 26" TO THE ALLOWABLE HEIGHT OF 326 ". -NO NEH 51TE GOVERA6E -ONE NEW L16HT FIXTURE AT THE GARAGE " NEH BASEMENT -NEW 6RFA = 253 50.FT. PERMIT RESUBMITTAL Q TREE REMOVAL ORB APPLICATION GENERAL NOTES 1. EX15TINO ROOFING MATERIAL 15 WOODEN SHAKES. NEW ROOFING MATERIAL ON THE UPPER ROOF $ LOWER ROOFS PER PLAN ARE: DA VINGI NON- GOMBUSTIBLE 5HAKE5 2. MATCH ALL EXISTING MATERIALS AND STANDARD OF CONSTRUCTION UNLE55 NOTED OTHERHISE. 3. ALL DIMENSIONS ARE FRAMING UNLE55 NOTED. VERIFY ALL DIMEN51ON5 WITH THE ARCHITECT. 4. DRYWALL TEXTURE= GHAN6E FOR NEW BASEMENT AND THIRD FLOOR TO A "L16HT HAND TROWEL" - CONTRACTOR TO PROVIDE SAMPLES FOR OWNER'S APPROVAL. 5. DO NOT SCALE ORAHIN&S. 6. REPAINT THE ENTIRE PROJECT, INGLUDIN6 "B" HOUSE AND GARAGE. "B" PORTION TO BE PAID BY SIDE "B" 7. FIRE SPRINKLER SYSTEM 15 NOT TO BE INSTALLED. 150 FT AGCE55 15 AVAILABLE TO THE BACK OF THE STRUCTURE FOR THE FIRE DEPARTMENT. 8. THE DRAHIN65, AND OTHER DOGUMENT5 PREPARED BY BETH LEVINE ARGHITEGT, ING. FOR TH15 PROJECT ARE INSTRUMENTS OF THE ARGHITEGT'S SERVICE FOR USE SOLELY WITH RE5PEGT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED IN HRITIN6, THE l RGHITEGT SHALL BE DEEMED T HE SOLE AND EXGLU5IVE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN, WITHOUT LIMITATION, ALL COMMON LAW, STATUTORY AND OTHER REVERSED RIGHTS, INCLUDING THE GOPYRIGHT HEREOF. ADD AN ADDITION ON THE NORTH SIDE. ZON I NO: CHAPTER 18: 12- 18 -5 -A LOT AND STRUCTURE REQUIREMENT5: STRUCTURES OR 51TE IMPROVEMENTS HHI GH DO NOT CONFORM TO REQUIREMENT5 FOR SETBACKS, D15TANGE5 BETWEEN BUILDIN65, HE16HT, BUILDIN6 BULK CONTROL, OR 51 TE 6OVERA6E, MAY BE ENLARGED; PROVIDED, THAT THE ENLARGEMENT DOES NOT FURTHER INCREASE THE D15OREPANGY BETWEEN THE TOTAL 5TR.UGTURE AND APPLICABLE BU I LO I N6 BULK CONTROL OR 51TE GOVERA6E STANDARDS; AND PROVIDED THAT THE ADDITION FULLY CONFORMS WITH SETBACKS, D15TANCE5 BETWEEN BUILDIN65, AND HE16HT STANDARDS APPLICABLE TO THE ADDITION. RE5ULTIN6 SITE COVERAGE: DECREASE 53 50.FT. ADDED 6RFA: 1207 50.FT. ,c, ��"►,03�����.���� -rte GI GOV ER G2 NIA GOVER 51.1 SURVE"r L1 LANDSCAPE PLAN A1.1 51TE PLAN A1.2 SITE GOVERA6E- EXISTIN& A13 SITE GOVERA6E - MEIN A2.1 BASEMENT /FOUNDATION PLAN A2.2 FIRST LEVEL FLOOR PLAN A23 5EGOND LEVEL F LOOR PLA A2.4 T HIRD LEVEL FLOOR PLAN A25 ROOF PLAN A3 .I SOUTH 6ARA6E ELEVATION/ III �• Is . A3.2 SOUTH ELEVATION A4.3 N/A SEGTIONS IW REVD A3.3 EAST ELEVATION .m �R� A3.4 WEST ELEVATION BASEMENT ELEGTRIGAL PLAN E 1.2 A35 NORTH ELEVATION s u o N/A A4.1 5EGTION AV THIRD LEVEL ELEGTRIGAL PLAN E2.1 N/A ELEGTRI G I AN "5 GALGULATI ONS STRUCTURAL A4.2 N/A SECT I ON5 A4.3 N/A SEGTIONS A4.4 N/A SEGT I ONS A4.3 N/A SECTI E1.1 N/A BASEMENT ELEGTRIGAL PLAN E 1.2 N/A FIRS LE V EL ELEGTRIGAL PLAN E13 N/A SEGOND LEVEL ELEGTRIGAL PLAN E1.4 N/A THIRD LEVEL ELEGTRIGAL PLAN E2.1 N/A ELEGTRI G I AN "5 GALGULATI ONS STRUCTURAL 0 51 N SPED I P I GAT I ON5 52 N FOUNDATION/DETAILS S3 N/A FIRST $ SEGOND FLOOR FRAM I N6 54 N/A THIRD AND ROOF PRAM I N6 53 N/A DETAILS 0 L•s f i e E I� s n - R "NN && i r� r ww w ♦ Fr*�I a r r N r - U 'irrr w ♦ .t \U ♦ r.: I H 0 4� �, x � 1 1 7 1t" � N C) `6 C COIN u i r� �W'mi r ww w ♦ i r•s eHAN6E T O . •rrr r r ♦ r•: r T O .rsrr r - 'irrr w ♦ .t i ♦ r.: I �W'mi 1) DATE OF - ! SURVEY f NO INVESTIGATION OR IND EPEN DENT SEA FOR AMENDED PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES. RESTRICTIVE C OVENANTS , OWNERSHIP TITLE EVIDENCE OR ANY OTH FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. • « E: ACCORDING TO COLORADO LAW YOU COMMENC ACTI mar UPON ANY DEFECT IN THIS SURVEY WITHIN THRE AFT ER YOU FIRST DISCOVER « DEFECT • EVE ACTI tea! UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MOR THAN T EN - t DATE OF CERTIFICATION SHO HE 4) 2.5' FEET OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST BENEATH SNOW NOT • ON DR AWING� 5) BASIS OF a • SEWE PR OPERTY 6) BASIS OF . . N: PROPERTY CORNERS FOUND AT NE AND NW C OF • SU RVEY 7) THIS ! THE INFORMATION CONTAINED H ERE ON IS THE PROPE O EA GLE ! IS INTENDED FOR THE SOLE O ORIGINAL CLI ONLY OF OR TRANSF T O OTH •HIBITa POSTED f - z FOREST ROAD ROOF PEAK ELEVATI SHOWN WERE a TO TOP OF :t • OF SHING 10) TOTAL AREA OF LOT - 0.4453 ACRM MORE OR LESS. 11) THIS L OT DOES NOT !• YEAR FLOOD PLAIN P FLOOD INSURANC STU DY - a - ! IN DICATES * INDICATES ELEVATION AT BOTTOM OFTRIM BOARD OF EAVE. •• ELEVATION AT GROUND AL XX DENOTES CONIFEROUS a - -• DIAMET ti t l t ti t APPROX. CENTERLINE STREAM t 1 41199 HIGHWAY 6 do 24, EAGLE -VAIL 0 .0. BOX 1230 EDWARDS, CO. 81632 ;970)949 -1406 LINE BEARING DISTANCE L1 N 1O"1415 E 47.95 L2 N 77'50'00 E 7.80 L3 N 1 r10 00 W 18.30 L4 S 7750 00 W 2.80 L5 I S tri0 E 33.80 L6 N 7750'00w E 8.00 L7 N trio 00 W 14.00 L8 S 7750'00 W 39.60 L9 N 1710 W 26.00 L1 O S 7750'00 W 15.00 LI 1 1 N 1710 OO W 8.10 Lt 2 1 S 7.r50 W 2.40 L13 I N 12-10 OO W 40.00 Lt 4 1 N 7750`00 E 4.80 L15 N 171000 W 14.00 L16 S 7750 OO W 17.40 L17 S 7750 00 W 17.40 L18 N 171000 W 5.00 L19 N 77*50'OON E 19.60 L20 S trio 00 E 21.00 L21 N 7750 00 E 37.00 L22 N IZ10 W 26.00 L23 N 'r5O'OOw E 11.80 L24 N IZIO W 5.00 L25 S M50100. W 13.20 L26 N 77'50'00* E 25.00 L27 I N 775000 E 31.40 L28 I N 77*5WOOn E 1 26.40 L29 I N 77'50 00 E 89.67 L30 1 N 12'1000 W 30.00 L31 N 7r5WOOw E 74.52 L32 N 171000 W 4.00 L33 N 171F0 L34 N 21rW14- E I 33.5? CURVE RADIUS I ARC LENGTH I CHORD LENGTH CHORD BEARING I DELTA ANGLE C35 475.00 27.00 27.00 N 89'37 44 W 03'15 26 C36 475.00 23.96 23.96 S 8rl7'51 W 0753 26 I C37 475.00 1 89.04 1 88.91 S 80'28 55 W 1 O'44 24 FOUND PIN & ALUM. CAP UTILITY AND DRAINAGE ` EASEMENT Qn Z. TRACT B ` VAIL /LIONSHEAD THIRD FILING CENTERLINE 10' VAIL WATER & SANITATION DISTRICT - EASEMENT is WALL � iP8 144 DE CIC 15.2" AT ENTRY `� FRAME�BUIIDI�NG W 8130,4' AT ROOF` PEAK WOOD „- 1 1 WATER DECK 1 W/ ROOF 1 0.9' SAVE i,.�� e 1 to 0VHG. ; 4` 7 c 0 FOUND PIN & ALUM. CAP LS 4551 f E� vE PARCEL F nEacx l 0.0163 AC. 1E8 1 2k. 3 DECK W/ ROOF OVHG. 1 1 81427' AT ROOF PEAK a' ' s111f,.i' AT ERM 8124.1 2nd FLOOR t 30.7 81321 2nd FLOOR CMJNO •30.7 81427 AT 13.7 x 8115.1' AT ENTRY ROW PEW 143 DECK ti ° 1 EDGE PLOWED DRIVE 30.8 1.0 L9 2& `�• I2- t` an 9U= GARAGE ' C ' x ROOF , PARCEL D ` COMMON PARCEL E 1 0.0136 AC. ��E 0.0603 AC. X2. i 1 STONE VENEER WALL t� rnti� CARPORT ti ti c� CARPORT t 1 5 iW' t 1 But O.s' 1 93 > GARAGE 81428 AT PARCEL C . --- w ROOF PEAK 5 l 0.0198 AC. 0 1 STORY . ! 7 GARAGE 8142'7 AT au ROOF PEAK ,N %% iA 1 t 1 3 1 '222 1.5 M WAVE ELW TV.) � PARCEL B 0.1589 AC. 1.5 � ^"''• •30.7 1L►.9 RROO�FrPEAN 3.? , w OD 2 STORY WO 3 5. : FRAME BUILDING 1 P� i ✓ �� TIE 812 13 2nd BATN CE1tM 8 S 8138.9 2rA FLOOR DATH CUU M MW PT, WOOD 11.2 1.9` ... SURVEYOR'S CERTIFICATE 1, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of the State of Colorado, do 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 knowledge. Stan Hogfeldt Colorado P.L.S. 26598 Date. [s:] Tr d= 16'53'14" R= 475.00' L= 140.00' T=70.51' BRG =N 83'33'23" E C LEN= 139.48' PARCELS A -F A RESUBDIVISION OF LOT 6, BLOCK 2 VAIL VILLAGE, SIXTH FILING 240TOPO.DWG DATE: 2 /17/10 TOW V N OF AIL EAGLE COUNTY, COLORADO DRN. BY: MP /K PJ PAGE: oP 1 JOB No. 240 ,7 I TERRACE STONE VENEER RAISED PLANTER TOW 13.5 BENCH ELEV. 10.75 STONE SLAB STAIRS NATURAL BOULDER RETAINING WALL TOW 10.0 f BOW 5.0 STONE COLUMN (TYP) FLOWER POTS ON STONE 5LAB5 (TYP) IRE PIT (6A5) NATURAL BOULDER RETAINING WALL TOW 14.0 Fr_5oN 13,0 •► FLONER - • - PERENNIAL &AR I� 11 IN TH15 AREA +14.5 PERENNIAL FLOWER5 AND GROUNDCOVER (Tl'P.) 1 PPG 3 RFF 2 PPG '-- I VLM STEPPING STONES (T)'F c� (J � In ASPHALT 3" MULCH PLANT ROOTBALL GRADE WHICH SHRUB GREW IN NURSERY SAUCER RIM FINISH GRADE 5UBGRAVE -EA.-REPLACE AFTER irut .�..�. 4- i u r _ !!! � rN ROOTBALL (REMOVE CONTAINER) BAGKFILL MATERIAL UNDISTURBED SOIL ON BOTTOM OF ROOTBALL r NOT TO 50ALr= 1* "')i_G, T'fl.h FACE OF WALL TO BE BATTERED BACK IBM LEW1 I CAR 6AR,A6r F.F. EL = 8123.54 C'ARF CONC SLAB �I 2 CAS'. 6ARA6F= F.F. EL = 8123.54 LAND50APE BOULDERS: BOULDERS RANGING IN SIZE 1=ROM 2.5' TO 4' IN DIAMETER. ALL BOULDERS TO APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. HEIGHT VARIES SEE PLAN � i. •' ----�1 I � 1 9 I I��� I I I! E I 1 i �' LE � 1 f 1- LOWER COURSE OF BOULDERS TO BE BURIED A MINIMUM OF 1/2 WIDTH INTO GRADE. Ili► O Y /� _ _ ,► �N FLANT 5 r_, Orl' KEY COMMON NAME BOTANIC NAME SIZE DECIDUOUS/ EVERGREEN SHRUBS 3 RFF TALL HEDGE BUCKTHORN RHAMNUS FRANGULA 'COLUMNARIS' 5 GAL. CONT. 4 5JF FROEBEL SPIREA SPIREA JAPONICA 'FROEBELII' 5 GAL. CONT. 2 SXD PINK 5NOW15ERRY 5YMPHORICARF05 X D. 'MAJIC BERRY' 5 GAL. CONT, I I 5\ PURPLE GANADIAtN LILAC SYRINGA X PRESTONIAE 'DONALD WYMAN' 5 GAL. CONT. I VLM MOHICAN WAYFARING TREE VIBURNUM LANTANA 'MOHICAN' 7 GAL. CONT. 2 PNM* SLOWMOUND MUGO PINE PINU5 MUGO 'SLOWMOUND' 10 GAL. CONT. 3 PPG DWARF BLUE GLOBE 5PRUGE PICEA PUNGEN5 '6L0605A' IO GAL. CONT. *NOTE: EXISTING DWARF SHRUB PINE WITHIN DISTURBED CONSTRUCTION AREA MAY BE POTTED AND OVERWINTERED IN �; � OFF5ITE LOCATION FOR RELOGATIONITRANSPLANTING IN LOCATION, A5 SHOWN, IN LIEU OF NEW MUGO PINE. PERENNIALS (PALETTE) BLUE FLAX LINUM PERENNE 4" POT 12 PURPLE DRAGON NETTLE LAMIIUM MACULATUM 'PURPLE DRAGON' I GAL. CONT. 12" O.C. SUNNY BORDER BLUE SPEEDWELL VERONICA SUNNY 'BORDER BLUE' I GAL. CONT. 18" O.C. BLUE SPIKE SPEEDWELL VERONICA, 5PIGATA 'TALL BLUE I GAL. CONT. 12 °' O.C. t 4 ; DAYLILY HEMEROCALIS SPECIES I GAL. CONT. 15 O.C. 4 ` ASTER, DWARF WHITE FALL ASTER NOVI- BELGII 'SNOW CUSHION' I GAL, CONT. 12i O.G. 1 SILVERMOUND SAGE ARTEM151A 5CHMIDTIANA 4" POT 12 O.C. I p I BLUE HAREBELL CAMPANULA ROTUNDIFOLIA 'OLYMPIGA' 4" POT 12" O.C. c £ LUPINE LUPINUS SPECIES I GAL. CONT. 15" O.C. HOSTA H05TA SPECIES I GAL. CONT. 12 O.G. LIGULARIA LIGULARIA SPECIES I GAL. CONT. IS" O.C. -- ICELAND POPPY PAPAVER NUDICAULE 2 -1/4" POT a" O.G. +` DELPHINIUM DELPHINIUM SPECIES 1 GAL. CONT. 18" O.C. BLUE FESCUE FE5TUCA GLAUCA I GAL. CONT. 12" O.G. BLUE SALVIA SALVIA NEMOROSA ' BLUE QUEEN' I GAL. CONT. 12 O.C. BLACK EYED SUSAN RUDBEGKIA FULGIDA IGOLDSTRUM' I GAL. CONT. 15 l ' SIBERIAN IR1S IRIS 518ERICA I GAL. CONT. 12" O.C. TALL YELLOW YARROW ACHILLEA FILIPENDULINA 'PARKERS VARIETY' I GAL. CONT. la" O.G. STICKY GERANIUM GERANIUM VI50051551MUM I GAL. CONT. 12 O.C. r COLUMBINE AoUILEGIA SPECIES I GAL. CONT. 12" O.C. ' I ROSE R05A 5PE0IE5 I GAL. CONT. 12 CORAL BELLS HEUGHERA SPECIES 1 GAL. CONT. 12" O.C. ! JACOB'S LADDER POLEMONIUM CAERULEUM I GAL. CONT. 11 DICENTRA SFFCTABIL15 I GAL. CONT. 1211 O.C. BLEEDING HEART IS O.C. BEE BALM MONARDA SPECIES I GAL. CONT. GENERAL N 0 7 ES 1. CONTRACTOR TO VERIFY FIELD CONDITIONS AND NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING r WITH THE WORK. h `t 2. CONTRACTOR SHALL HAVE UTILITIES LOCATED AND STAKED AT LEAST 4a HOURS PRIOR TO BEGINNING CONSTRUCTION. 3. FURNISH AND INSTALL PLANT MATERIAL AS NOTED. ALL PLANT MATERIAL SHALL BE APPROVED BY OWNER'S ' REPRESENTATIVE PRIOR TO INSTALLATION. SHOULD A DISCREPANCY IN OUANTITIE5 OCCUR, PLANT OUANTITIE5 ON PLAN SHALL TAKE PRECEDENCE OVER THOSE SHOWN IN THE PLANT SCHEDULE. 4. PROVIDE A STAKED LAYOUT OF ALL PLANTING AND EDGER LOCATIONS FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR. ' TO BEGINNING WORK. 5. PLANTING BEDS SHALL CONSIST OF ORGANIC MULCH EDGED WITH STEEL EDGING. MULCH SHALL BE SHREDDED CEDAR AT 3'" DEPTH, EXCEPT IN FLOWER AREAS WHERE MULCH SHALL BE SOIL PEP AT 2" DEPTH, 6. PLANTING BAGKFILL MIX SHALL CONSIST OF 60% NATIVE TOPSOIL, AND 20% EKO- COMP05T. 7. LANDSCAPE CONTRACTOR SHALL AMEND PLANTING BEV5 AND LAWN AREAS WITH 4 CU. YARDS 501L AMENDMENT AND 5 L55. FERTILIZER PER 1000 5F. 5. LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE ARCHITECT THE APPROVAL OF FINISH GRADES PRIOR TO THE INSTALLATION OF IRRIGATION SYSTEM, AND ANY PLANT MATERIALS. a. ALL BOULDERS SHALL RANGE IN SIZE FROM 2.5' -4' IN DIAMETER. BOULDER TYPE TO BE DETERMINED. ALL BOULDERS TO BE APPROVED BY LANDSCAPE ARCHITECT. 10. ALL LANDSCAPING SHALL BE IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. LAWN AND PERENNIAL \ AREAS TO BE IRRIGATED BY MEANS OF POP -UP SPRAY HEADS. TREES AND SHRUBS TO BE DRIP IRRIGATED. 11. STONE VENEER WALLS, WHERE INDICATED, SHALL MATCH STONE VENEER ON SITE WITH FLAGSTONE CAP. 12. PATIOS TO CONSIST OF PAVERS. TYPE AND COLOR TO BE DETERMINED. 13.. LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT REGARDING ITS POLICY ON PLANT GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIAL INCLUDING LABOR, DUE TO SICKNESS, DEATH, OR UNSATISFACTORY CONDITION OF A PLANT FOR A PERIOD OF ONE YEAR FOLLOWING THE PLANT'S INSTALLATION. ISSUE: i 10 MIN r LANDSCAPE 8/6/2010 ARCHITECTURE 8/13/2010 REVISION x SITE PLANNING 5/31/2010 DRB SUB, PLAN P.O. BOX 6446, AVON, CO 81620 97 ISSUE: 8/4/2010 PRELIMINARY PLAN 8/6/2010 REV1510N 8/13/2010 REVISION 6/25/2010 RI✓VI5I0N 5/31/2010 DRB SUB, PLAN 8/51/2010 DRB 5U5, PLAN (REV.) i • 51 Tel PLAN 2X BALL VIA. MIN. NOTE: PROVIDE PO51TIVE DRAINAGE FROM ALL 51DE OF THE BUILDING- FIELD VERIFY WITH ARC ITEGT. ( IN FEET ) 1 inch = 10 ft. W ME O D a 0 r t r•: • a r � w :� r • R•: R T O .rr +r R • 'R R • w , • r•: • w O T A PPRO VE D 0 11 571N 517r= -l MkIAMM2 ( IN FEET ) 1 inch = 10 ft. EMTMO SITE G471/ER+ WEe W 1082 + W = 1627 SOOT. " B " 1189 + 289 = 1495 5GtPT. GAR PART 4% SOLPT. s ! Kz zm I -.♦ c am m Y K ul i r'i i i r J: •� MR1 r • e r•: r T O ••••e i r . i r•: r TO APPR i r r • i �RRE N:r s i :r- K ul I i t 21- -- 10 unna �N 5 1 7E CAI.CUL.A71ON 5 1 7E FLAN GRAPHIC SCALE 10 20 ( IN FEET ) I inch = 10 ft, ill"Wil c cz-] r 1 rl i =* /j : . 7-- Lo c � iTOD 6 a =Crwmjll * m mo I %all M-01 0 I 0 A 10 120 4 21 8 1 -2 11 1 1 -10 11 Te)r- T-5 1/4 Q � 114'-0 1/4 n O 4 If – ;f1 2 ;wj 42 81 � 01 CENTER WINDOW IN WINDOW WELL NEW STAIR 16 R @ 7 11/16" 12 T 0 10" 4 LANDIN(55 0 3'0" NOTE: 5/5" TYPE "X" DRYWALL UNDER STAIR FOR ONE HOUR RATING 5" CONCRETE CURB AROUND CLEAR WATER 5UMP PUMP 51—bil 1 61 3 ' -10 1 ? M J EX15TIN6 51DE "B" 5 rO" I I I Ibl-oll 4 d1 I --4= NJ :20'-Of 1 - 7 1 -0 11 L F — — 7 -6 I II 1 *-0" a III 4 fz III III EXISTING GARAGES CARPORT5 ABOVE a Is I -1 .1 10 I ZL 0 u 24 - 7 1 -4" 1 0V -VFZ13 WN6ED TO APPR P TO APPR' 10M 1% JIM= I vilurldail 10 AiI I 1 0 1 - W 1 i ON; 4 1 T / I lq-15-1 1 10\/-PRI3 0 1 ,HAN6EP TO APPROVEP PLAWI, 00 LO ONO Cd V U j g� c'4 !I ON WELL 0 ( ( aN ON A43 WINDOW WELL I F==:V I , � � � € 'I.�.G A-ION .WITH ALIGN WITH CENTER OF 1 CENTER OF N NOOV45 WINDOWS A3O\/E 6A5 FIRB: NOE ABOVE I REMOVE EX15TIN(5 F I REPLACE 5TRUCTURAL EUPPORTS PER STRUCTURE T.O.F. T.O.F. 104 1 -4 104 '-4 NCY-4 EAMILY S-0 M T.O.N. 114'-0 1/4 NEN BASEMENT 14'-0 1 24' X 40'-EXTERIOR PIK C OL ROOM I 11 1_� rr 12t -3 41-011 IV -6 3/4" ------- BAR LADDER 5INK 4" /7\ TYPICAL 1142 WINDOW NELL. 4 T.V. ROOM a ll HOT 2 0 6 6 WATER T.O. 5LA 5TORA(5E 4 EL = e104'_q I 2cf" DIAM. 10'-10 5/4" NEW ADDS ROOM- 1 3/4-1 0 A 10 120 4 21 8 1 -2 11 1 1 -10 11 Te)r- T-5 1/4 Q � 114'-0 1/4 n O 4 If – ;f1 2 ;wj 42 81 � 01 CENTER WINDOW IN WINDOW WELL NEW STAIR 16 R @ 7 11/16" 12 T 0 10" 4 LANDIN(55 0 3'0" NOTE: 5/5" TYPE "X" DRYWALL UNDER STAIR FOR ONE HOUR RATING 5" CONCRETE CURB AROUND CLEAR WATER 5UMP PUMP 51—bil 1 61 3 ' -10 1 ? M J EX15TIN6 51DE "B" 5 rO" I I I Ibl-oll 4 d1 I --4= NJ :20'-Of 1 - 7 1 -0 11 L F — — 7 -6 I II 1 *-0" a III 4 fz III III EXISTING GARAGES CARPORT5 ABOVE a Is I -1 .1 10 I ZL 0 u 1 0V -VFZ13 WN6ED TO APPR P TO APPR' 10M 1% JIM= I vilurldail 10 AiI I 1 0 1 - W 1 i ON; 4 1 T / I lq-15-1 1 10\/-PRI3 0 1 ,HAN6EP TO APPROVEP PLAWI, 00 LO ONO U x N c'4 0 C U aN ON I • 1 0V -VFZ13 WN6ED TO APPR P TO APPR' 10M 1% JIM= I vilurldail 10 AiI I 1 0 1 - W 1 i ON; 4 1 T / I lq-15-1 1 10\/-PRI3 0 1 ,HAN6EP TO APPROVEP PLAWI, l� ry NEW STONE PAVING ON PORCH _9 P" 5 k /2" DN Ica �)N WELL - 5AFETY WINDOW NELL WITH SAFETY GRATE EXI5TIN6 PORCH TO BE REMOVED WE LIVING IO5 NINDOW WELL KITH SAFETY 6RATE FONDER _ 7 I04 NEW EDGE OF PORCH KITCHEN 202 LIVING 206 EXI5TIN6 51DE "B" 2 M •L NEW WINDON5 FIRST LEVEL, RA15E HEAD HEIGHT T `I'6 "- TYPCCAL NINDON WELL KITH 5AFETY GRATE A AA NEW STAIR- 14/ @ 7 II/16" 112 T ® 10" 5'0" LANDING HANDRAIL = 1 1/2" DIAM. ® 36" HIGH 2 4 ONE HOUR RATED GHASE -NEW 6RFA 4 50.FT. 2 1 4 I i i i i i i DO . I=IRST LEVEL I=LOOR FLAN SCALE: 1 /4" = 1' -0" NORTH .E1. .L1► EXI5TIN6 OPENIN6 TO BE ENLAR6ED N .. , AND TRIMMED KITH ♦ EW FRENCH DOOR CA51N6 -FIELD ITN INFILLED VERIFY KITH 6 Q.FT, 6RFA ARCHITECT. ♦ _ I • NEW A DED ININ6 ROOM RE 8' X 16' { = 128 F . 6RFA { • DINING I 103 I WINDOW NELL WITH SAFETY GRATE EXI5TIN6 PORCH TO BE REMOVED WE LIVING IO5 NINDOW WELL KITH SAFETY 6RATE FONDER _ 7 I04 NEW EDGE OF PORCH KITCHEN 202 LIVING 206 EXI5TIN6 51DE "B" 2 M •L NEW WINDON5 FIRST LEVEL, RA15E HEAD HEIGHT T `I'6 "- TYPCCAL NINDON WELL KITH 5AFETY GRATE A AA NEW STAIR- 14/ @ 7 II/16" 112 T ® 10" 5'0" LANDING HANDRAIL = 1 1/2" DIAM. ® 36" HIGH 2 4 ONE HOUR RATED GHASE -NEW 6RFA 4 50.FT. 2 1 4 I i i i i i i DO . I=IRST LEVEL I=LOOR FLAN SCALE: 1 /4" = 1' -0" NORTH .E1. .L1► i • , N .. , ♦ r'�e ♦ s r -: � r ♦ • r•: ar • kr--� •• • u Lo ( ca" � N "o N H rT F-� i • , N .. , ♦ r'�e ♦ s r -: � r ♦ • r•: ar • • r -: •• • 24'-O" 5TA I R NOTES AND DIMEN5ION5 -5EE A2.2 4 A2.4 MOVE DOOR FOR NEW ONE HOUR RATED GHA5E. NEW ONE HOUR RATED GHA5E- NEW GRFA = 4 56Z.FT. i PL N .5"ECCNZ� LEVEL FLOOR r ogm W,v t • ► w N T O ....� ! . T O APP .� . u • R • • TO APPROVED P LANS' C14 So x 0 *� � � CV \0 5TA I R NOTES AND DIMEN5ION5 -5EE A2.2 4 A2.4 MOVE DOOR FOR NEW ONE HOUR RATED GHA5E. NEW ONE HOUR RATED GHA5E- NEW GRFA = 4 56Z.FT. i PL N .5"ECCNZ� LEVEL FLOOR LINE OF FLAT 5OFFIT L J_ r ogm W,v t • ► w N T O ....� ! . T O APP .� . • R • • TO APPROVED P LANS' LINE OF FLAT 5OFFIT L J_ N J I FRENCH REMOVE EX15TINO ROOF — 111 CV CZ ON I. u EMU 2 A4J NEW 5TAIR- 14 R o - 1 11/16 12 T @ 10" 3'0" LANDING HANDRAIL = 1 1/2' DIAM. @ 36 H16H NEW ONE HOUR RATED CHASE , ,,—ROOF BELOW ---" r,>A\/INCI SHAKE5 I EX15TIN& ROOF ON THE ENTIRE F /,— ROOF= BELOW ---' 0 FRI ti • TO" • APPRR U TOV-PRI3 q-15-10 �MAWED TO APPROVED • 44 00 ► Lf) ONO q w U r-.4 X C) A \No \No 0 U 0 F, > 0 o*• �/ �fffff®„ �', f// fff, fJfff „,,,/1'/J /,,, /ff//�.�.�,ff� `+�ffffe.!'JJJJ.,JJfJf�JJl�f,� � > ��,,,) WORRA, ►.� �� • ” � ' j r :I ( Ord/ Od / / / / / / /rr / / / / / / /r / / / / /l /l / / //. ;s � / / % / / / / / /r//// ®!O / /Fe FURRED DONN AREA ol W, MMMM WMIZZOR W/WWWWWOM, I I. u EMU 2 A4J NEW 5TAIR- 14 R o - 1 11/16 12 T @ 10" 3'0" LANDING HANDRAIL = 1 1/2' DIAM. @ 36 H16H NEW ONE HOUR RATED CHASE , ,,—ROOF BELOW ---" r,>A\/INCI SHAKE5 I EX15TIN& ROOF ON THE ENTIRE F /,— ROOF= BELOW ---' 0 Mr • • 1 ti • TO" • APPRR U TOV-PRI3 q-15-10 �MAWED TO APPROVED • 44 00 ► Lf) ONO q w U r-.4 X C) A \No \No 0 U t-, F, > 0 > Mr • • 1 Tov-DRB �-HAN6ED TO APPR • TO" • APPRR C'NMIZAMN TOV-PRI3 q-15-10 �MAWED TO APPROVED • F F — i p� III � II #II } f# I I� II it ROOF BFLOW I - q it A �) W {� uj N � �E EL= 8144.5, O I NEN DORMER it I# I1 II {} {# II I# II � # I -_— —_T -- i # I } II I # # 11 1111 0 I 1111 - RIDGE FL= !y o DOF I Il z Q d r 7::- II I }} w UA II I � I# � w �f I CO X11 F W Q II 44.8' \3 _ _ 1 � # Il' w z �7 z Q w IJi- ( 3 i I } # IIII IIII RIDGE EL= 8144.8' 1111 NEW CHIMNEY LOCAT o� III IIII NEW DORMER —= -= _ - - - - - -- I .► rl II I# # I #} II I } RAISE # 18TINC� 5TA1 �iTRY i # 1 DORME () I I } 1 1 1 1 1{ I I RA15E r 8 144. 1 T T T T - EXISTING RIDGE EL= 5 -- L L 11 J, I fill DORMER �v =7 -- I -T- f-= r - _y L ��� 0 1 1! 1 1 N 1 FTTT7 -� # { # 1 1 1 1 1 r - -- _ =--- - - - - -� II } r ... T _______ — NEN FLUE 1 I _ �_ - - _ —_- k — ROOF BELOW 3:12 DAVINCI 5HAKE5 # Ip f } I# i� III III i ## I \/ALLEY E cv Noe II 4 II II II I LOFT _ II L202 _ II II }) II _ L.I___- ___ -__ -__ -- F - -- F--- - - - --I I - - -- -__ II ll 1 } !{ II (# C= ..- T.W. -" =� # BATH 2 j } C °T I # � — -- - -- - ----- -- ------------------- __- ______ j r _ _ -_ _ - -_ i r MEMO R - ## I I I I I I I I I I I I N I I #{ T O ''•'r ! + + -4 -} - 1 -1 -1- I-- -1-- + + 1 1 1 1! 1 1 1 1 1 1 1 1 II II .- EXISTING SIDE "S" - } II # } EXISTING ROOF SHAKE5��.Efi4 I I j I jl ON THE ENTIRE UPPER " "� ROOF �I I } }# # # L _— I } I l 1 I ll - ar=ri )Room #2 MOE - - - - -- 1 I C ::1 II ll �� 1 I } ( Q RIDGE l ; RIDGE 17 - - T ? RIDGE I # Ip f } I# i� III III i ## I \/ALLEY E cv Noe II 4 II II II I LOFT _ II L202 _ II II }) II _ L.I___- ___ -__ -__ -- F - -- F--- - - - --I I - - -- -__ II ll 1 } !{ II (# C= ..- T.W. -" =� # BATH 2 j } C °T I # � — -- - -- - ----- -- ------------------- __- ______ ________ _ __.__.__- __ _ _ -_ _ - -_ F—� MEMO R - # • r -: • T O ''•'r R • • r•: r TO APPR I I w .- } ,HA TO APPROVEP PLANS C- A 00 r ] G CTS W � N �- -- _.....___ --- �I - -- == _= = =_— =— II II II II -- ___- - -____ - ..-_- -=_=== - - -- II it I# II II II II II II w II II ## ii II II � II 14- 11 I# II Il II II II II II II II II I0:12 II II II I0 =12 II II II II II II II II FXI5TINry ROOF SHAKES TO REMAIN II II ON THE ENTIRE UPPER II C- GARAGE ROOF II 1! I I EXISTlNS II 1 1 i ELEGTRIGI.. PANEL 1 1 I -- --�- -- — `-- ..._-- _° ----. -. -_ --- — II III L n ____ __ - ! � / I - TFF 9 10 :12 IO:I2 L } r II I I I I i l l l l l l l l l l 0 << 40 N I� i-- + + 4 -} -1-I -1- I- 4- + -k- 4 -} I-]- L_LL..L -1 J._ -1 I- LLL- } RIDGE / II Of III �4 Fa II n� IIII 1 // 10 :12 10-12. ## I 1 IIII I L ----- -- -- ---- t -------______ I L---J L_______J # ° i L ---- - - - --� ( �# II �If____ --1 !I 1 ( } 1# 10:12 —� IIII IIII i L - _ -� 4v N f. UP W •t • F—� MEMO R - • r -: • T O ''•'r R • • r•: r TO APPR U ,HA TO APPROVEP PLANS C- A 00 r ] G CTS W � N •t • A2.5 MEMO R - • r -: • T O ''•'r R • • r•: r TO APPR • r r - ,HA TO APPROVEP PLANS A2.5 NOTES 1. ALL NINDON5 TO BE NHITE GLAD TO MATCH EXISTING COLORS L 2. REPLACE ALL EXISTING HINDOW5 PER REVISED SCHEDULE, ALL NINDON5 TO BE REPLACE FOR ENERGY EFFICIENCY OF THE HOUSE. ® 3. NEN NORTH EXTEN5ION NINDONS NOTED AS. A REMOVE EXIST] TWO - LIGHT FLC LIGHT FIXTURE REPLACE IT WI' TWO NEW FIXTUR - 5-LANT STYLE WITH BLACKED OUT OPAL GLASS A FULLY CUTOFF LIGHTING NEE AINPOA SIZES NO. OPERATION ORIGINAL SIZE MANUFACTURER SIZE U -VALUE REMARKS A OUBLE HUNG 39 318" X 411/2* JELD -NEN 34 518" 411/2" .34 B DOUBLE HUNG 3'13/8" X 3`41/2" JELD -NEN 3'1 3/6" X 34112" .34 G DOUBLE HUNG 3,13/8- X 5 "8 112" JELD -NEN 3'1 3/8" X 5 1 8 1/2u .34 TEMPERED 6LA55 PANELS, 5A5H SIZES TO BE E SASH 51 ZES TO BE EQUAL D DOUBLE HUNG 2'1 315" 4'711/4 JELD -HEN 21 315" 411/4' .34 TEMPERED GLASS E FIXED JELD-NEN '1 318" X FIELD VERIFY .34 ARCHED TOP F DOUBLE HUNG JELD -NEN 31318" X 44 314" .34 FIELD VERIFY HEAD HEIGHT G DOUBLE HUNG JELD -NEN 3'13/8" X 60" . EGRESS HARDWARE H FRENCH SLIDING DOOR JELD -HEN 5'113/8" X 68 1/4" .33 SEE PLAN FOR OPERATION DIRECTION 'UAL &Aomm"'A6E ELEVAT I ON (50Ujt)j EX I5T1 N6 AI NIPoAS TO BE REFLACI M NO. OPERATION ORIGINAL SIZE MANUFACTURER SIZE U -VALUE REMARKS EA DOUBLE HUNG I _ I JELD -NEN 1 3'1 3 /S" X 4'11/2" .34 EB DOUBLE HUNG _ JELD -WEN 5'15/6* X 541/2" 34 EC DOUBLE HUNG _ JELD -NEN 3'13/6' X 5'8 112" .34 MATCH EXISTING PANEL DIVISION SIZE TEMPER GLASS AT HOT TUB ED DOUBLE HUNG - JELD -NEN 34 318' X 4'11/2" .34 M .% . • r • R • s r•: r • (070 r Z ;z W QI Vi RN 9 IF • • r•: v r TO rww,r s r r • r2 M.1 a a L./ nquyliN L!u I r-Il/. I I � I I ( �� � �--J I I t I I T.O.5LAE3 --O EL = a104 j — — — — — — — — ®---- - — — — — — SOUTH ELEVATION I Arai, mll PIEW WINDOW I--I —j I I I I I I I I I K4ELL BEYOND I I I I I I I I I I F -- I---- - -- L -_ -- L___ - - - -(_� t_._...._.._.._.__. -_I I� I L -------- L--- _.._--- __....__.. _- -- _ _ _ _ _ — __� —..._ -- -_ I -- ®. — ._.. - - - -J NEW UNDER - PINNED FDTN r- A57 r- L r X AT I fir+' N SCALE: If4" = V -©" 5104 M :• VEL If m WE R• ►•: AN6E TO ....� r . �i � •� r iL. T.O. RIDGE EL = 8144' -3" NEW ROOFING MATERIAL O N ENTIRE UPPER ROOF NEW WINDON5 NEW DORMER, AND FRENCH BALCONY Td, 0. 5.F. THIRD FLOOR ELL - 8133' a,T..O�.�PL _A E 32`- O 1/2° i i i SECOND ii e i► T.0.5.F. FIR15T EL = 8115' -O" 2 9smill illitt7 i MEN MEMO k { I { { k { I { I { I ! { I ! I ! I { I I I ; I L I I I I I I i I i I I I I l I { b !I { II , II , I I I EXP05EDPERIMETER _-----_.. ...._– _... -L-- T_._-- r__...T –_.._ SURFACE AREA = 52 50. T. NEW NORTH ADDITION ="- I - .11lm4r.4rZW,%,d n4p 2 Iff&A _�T.O.SLAB EL - SIO7' -a" 4 ..D.S_L_A_B____ E L = 8104' -It" 50ALE: 1/4" = 11 -0 oloN , mm T.O. EX15T. RIDGE EL = 8142'- 5 5116" �NAF a U 12 10 7 Fl T.O. PLATE EL = 8125' -6 1/2 k1r o - awwam �M/I�l�lrti►J I NO NO X11/ r•: � r•: i r -: PHAWE rrrr i r r 1� a r r • r f 'HAN 6ED T O APP ROVED PLANS V ONO U X t P4 C N a, o u m " r•: � r•: i r -: PHAWE rrrr i r r ! r •u HAN6E TO APPR a r r • r f 'HAN 6ED T O APP ROVED PLANS REBUILD E; RA15E APP HEI P GUC ARCHITECT EXPOSED F SURFACE A m •• •rr • m u DATE PRELIMINARY 1 1 -21 -10 TOV -DRB 1 1 -25 -10 T 0V- DR5- REVI5E 2 2 -24 -10 OV- DRB - REVISED 3 3 -3 -10 H 5 -4 -10 OV - DRB 6 6 - 2 - 10 ERMITIPRIGING 1 1 -1 -10 u O m � C 0 7 ." N W �► r � w 155E D DATE PRELIMINARY 1 1 -21 -10 TOV -DRB 1 1 -25 -10 T 0V- DR5- REVI5E 2 2 -24 -10 OV- DRB - REVISED 3 3 -3 -10 OV -DRB 5 5 -4 -10 OV - DRB 6 6 - 2 - 10 ERMITIPRIGING 1 1 -1 -10 m TYPICAL FR ENCH BALCONY 2x6 TREATED STRUCTURAL N I X45 TREATED WOOD PLANKIi DRIP - THROUGH FIELD COORDINATE NATERPROOFIP WITH ARCHITEG NEW NOR TH ADDITION REBUILD A NEW PORCH ROOF WALL R =24 INSULATION ROOF R =4cf 12 3 M NEN 5" CONCRETE CURB AROUND CLEAR WATER SUMP NEN CLEAR HATER SUMP PUMP NEN SEWER EJECTION PUMP k m T.O. NEW RIDGE 'i`EL = 5144` -5" T.O. EXIST RIDGE EXISTING STRUCTURE TO BE REMOVED AND REPLACED KITH NEW RIDGE BEAM, COLUMNS, AND FLOOR 4 ROOF STRUCTURE = 8142 " -a 515" v- r� r 4 N T -, T.O.PLY THIRD _ EL = 5132" -10 NEW SOUND BATT INSULATION EXISTING — WALLS EXISTING a 112" TJI - RIGID INSULATION ABOVE EXISTING FOOTING SOUND BAT' T.O. PLATE A ' o D ORME R TYPICAL EXISTING WINDOW, HEIGHTS m as 1 c� m �a 0 SHOT NEW 2 X 4 FRAMED <: 14 CRETE WALL WITH R -15 CONTINUOUS INSULATIO EXIST. IN THE FRAMING CAVI " 4 a FDTN TYPICAL o ° WALL �? NEW FAMILY BUTTRESS ROOM ° o a WATER 4 NEW _ b UNDER- PINNED G ° — — " 0 �2 im T.O. (N) -SLAB EL = 5104' -a" T.O. (N) -FOOT FI = f'il n4' -Q" ti\ T-O. NEW RIDGE EL = 5144' -8" a. IN ( - _ 5 ` , \170RMr=K SPECTION i it �I it FIELD VERIFY 6" OF CLEARANCE FROM TOP OF CONCRETE TO GRADE. SLOPE FROM STRUCTURE WINDOW NELL DRAIN -TO UNDERGROUND DRAINAGE SYSTEM UNDERSLAB DRAINAGE 5Y5TEM -TO CLEAR WATER SUMP PUMP IN MECH ROOM o ffill I i Mo 0 00 u of u s r•: H • r V0 V WAS i • r•: r r T O wrs.r e r • : r r TO APPR r r • r• r i * U � C'4 H N U � 011% � (DIN N I � Wp a ON cr u R p z R I i Mo 0 00 u of u ,HANGED TO APPROVED PLAN 1 / s r•: • r V0 V WAS i • r•: r r T O wrs.r e r • : r r TO APPR r r • r• r i * i I • ,HANGED TO APPROVED PLAN 1 /