The URL can be used to link to this page

Home My WebLink AboutVAIL VILLAGE WEST FILING 2 LOT 15.pdf Town of Vail Building Safety and Inspection Services 75 . South Frontage Rd. Vail, Colorado 81657 (970) 479-2138 C-ci 2 ca"I Plans based on the 1997 Uniform Building Code Project Number: B03-0183 Date: August 11, 2003 Project Name: Moulton Residence Address : 1793 Shasta Place Contractor: Didier Constrction Occupancy: R3, U1 Architect: Danny Swerdfeger Construction: V-N Engineer: Boyle Engineering Report By: Charlie Davis NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. # SHEET IDENTIFICATION CORRECTION REQUIRED 1 Include a copy of the soils report for this site. -- Sec. 106. 3 . 3 2 A 2 . 1 Window G and sliders Glazing in this hazardous location is required to be glazed with safety material . -- Sec. 2406. 3 & 2406. 4 3 A2 . 2 Window W Glazing in this hazardous location is required to be glazed with safety material. -- Sec. 2406. 3 & 2406. 4 4 A2 . 3 Window hh Glazing in this hazardous location is required to be glazed with safety material. -- Sec. 2406. 3 & 2406. 4 5 A2 . 3 Master Bathroom This bathroom is required to have an openable window or a mechanical ventilation system. Where there is a bathtup or shower, such system shall be connected directly to the outside. -- Sec. 1203 . 3 6 A2 . 1 Mechanical under stairs The enclosed usable space under the stairs is required to be protected by 1 hour fire-resistive construction. -- Sec. 1003. 3 . 3 . 9 Town of Vail Building Safety and Inspection Services 75 . South Frontage Rd. Vail, Colorado 81657 (970) 479-27.38 Plan analysis based on the 1997 Uniform Building Code Project Number: B03-0183 Project Name: Moulton Residence Date: August 11 Address: 1793 Shasta Place 2003 Occupancy: R3, U1 Contractor:Architect : Constrction Construction; V_N rchitect : Dann Engineer: Boyle Swerdfeger Report B yle Engineering NOTE: The code items listed in thireport y: Charlie Davis complete listing of all are not intended to be a It is a guide to selectedo s secttionsoOf the requirem in the 1997 UBC. SEPARATION DIRECTION BOUNDARY AREA INCREASE NORTH Property line 15. 0 Feet FIRE PROTECTION EAST Property line 540 Feet 15. 0 Feet . SOUTH Property line 54. 0 54 . 0 Feet WEST Property line Feet 15. 0 Feet 50. 0 Feet 50. 0 Feet 2 Page T L Code review for: Project 1d. : Address : EXTERIOR Yv 7 FIRE R- -_: S AND =--ION le 5-A NORTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No FAST For Bearing Ion-Bearings Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour n 0 hour None . An No .>. . a. SOUTH For Bearing Non--Bearing= Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Anv No U1: 0 hour 0 hour None Any No WEST For Bearing Non-Searing Opening Construction Parapet Occupancy Wail Wall Protection Material Required R3 0 hour 0 hour None Any No Ui 0 hour 0 hour None Anv No 'lcne -- No fire nrotection reau_re-eats for c_-_^sings . .3/4 hour -- Openings are to be protected with 3/4 nr fire assemblies . 50% of the area cf the wall maximum. -- 7able 5-A, Footnote 5 & Sec. 503 . 3 . 2 Maximi .m single window size is 84 sq, ft , with no dimension greater than 12 feet . -- Sec_ 713 , 8 Not Allowed -- Openings are not pwmitred in this wall Page # 3 Code review for: Project Id. : Address: FL NAME AREA MIN . LIGEiT MIN.VENT NO. EXITS EGRESS 2 Master bedroom 204 20 . 4 10 . 2 1 Yes 2 Master bath 114 .0 5 . 7 1 No 2 Bedroom #5 106 10 . 6 5 . 3 1 Yes 2 Bedroom #4 178 17 . 8 8 . 9 1 Yes 2 Bedroom #3 144 14 . 4 7 .2 1 Yes 2 Bat's #3 73 . 0 3 . 65 1 No 2 Halls, closets, etc. 414 . 0 . 0 1 No TOTAL FOR FLOOR 1233 1 1 Luring room 283 28 . 3 14 . 15 1 No 1 Dining room 216 21 . 6 10 . 8 1 No 1 Kitchen 143 . 0 7. 15 1 No 1 LLa�undry room 35 . 0 1 . 75 1 No 1 Powder room 28 . 0 1. 5 1 No 1 . -age 584 . 0 • 0 1 No 50 . 0 2 . 5 1 No closets, etc. 317 . 0 . 0 1 No TOTAL FOR FLOOR 1656 1 B Bedroom n2 226 22 . 6 11 . 3 1 Yes B Bath #1 85 . 0 4 . 25 1 No B sec_ om #1 169 16. 9 8 . 45 1 .es B - =_nical room 81 . 0 . 0 No E3 =- '2 109 0 5. 45 1 No B -w- closets, etc. 345 . 0 . 0 1 No FLOOR 1015 1 Yes BULL= --IrG TOTAL 2889 1 Page # 4 Code review for Project Id. : Address : FOOTNOTES : 1) EGRESS - An operable window or door that opens directly to the exterior in required from this room. The minimum clear openable area must meet the following. -- Sec. 3.10 . 4 1) The minimum clear height is 200ches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5 . 7 square feet 4) The maximum sill height is 44 inches Escape and rescue windows with a finished sill below ground shall have a window well. The clear horizontal dimension shall allow the the window to be fully opened and provide a minimum clear accessible net opening of 9 square feet with a minimum dimension of 36 inches . Window wells with a vertical depth of more than 44 inches shall be equipped with an approved permanently affixed ladder or stairs . 2) The number of exits is based on Table 10-A (Dwellings) 3) A mechanical ventilation system may be used in lieu of exterior openings for ventilation. -- Sec. 1203 . 3 Such system shall be capable of providing two air changes per hour. 4 ) The requirement for an egress window in the bas,q;ny_is based on Sec. 310 . 4 ROOM DIMENSIONS: Habitable space shall have a ceiling height of not less than 7 feet 6 inches . Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest , projection. If the ceiling is sloping, then the minimum height is required in only 1/2 of the area. -- Sec. 310 . 6. 1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. -- Sec. 310 . 6. 2 Habitable rooms other than a kitchen shall not be less than 1 feet in any dimension. -- Sec. 310 . 6. 3 a g e- 747 -3 Code review for: Fro ject Id. : Address : STAIR REQUIREPMEENTS : A stairway in a dwelling must be at leaslt, 36 inches wide, -- Sec. 1003 . 3 . 3 .2 2) The maximum rise of a step is 6 inches and the minimum run is ,9 inches -- Sec. 1003 . 3 . 3 . 3, Exception 2) A handrail- is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers . -- Sec-1003 . 3 . 3 . 6, Excep.t ic i r s 4) Provide a guard --ail where drop off is greater than 30 inches . The minimum height is 36 inches and the ,maximum openinq s,jze , js 4 inches . -- Sec. 509 . 1' & 509 . 2, Exception 5) The minimum headroom is 6 ft . - 8 inches . -_ Sec �1003 .-3. 3 . 4 6) Enclosed usable space under', the stairs is required to be protected as required for 1 hr. fire-resistive construction. -- Sec. 1003. 3 . 3. 9 ASIA G Code review for: Projecu Id. Address . VIA-::G REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material . Sec. 2406.3 & 2406. 4 Locations : 1) Glazing in ingress and egress doors except jalousies . 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3) Glazing in storm doors . 4) Glazing in all unframed swinging doors . 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam roams, bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and 'drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of ..th glazing is less than 60 inches above the walking surface. 7 ) Glazing in an individual filed or operable panel, other than these locations described in items 5 and 6 above, than meets all of the following conditions : A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. one or more walking surfaces _within 36 inches horizontally of the plane of the glazing . 8) Glazing in railings regardless of height above a walking surface. Included ate structural baluster panels and nonstructural in-fill panels . 9) Glazing in walls and 'fences used as the barrier for indoor and outdoor swimming pools and spas . when the bottom edges is less than 60 inches above the pool site and the glazing is within 5 feet of the pool or spa water' s edge 10) Glazing in walls enclosing stairway landings or -within 5 feet of then bottcry a_-.! top of stairways where the bottom edge is less than 60 in:' es above the walking surface. P a cre- # .1 Code review for: Project Td. : Address : SMOKE DETECTOR REQUIREMENTS: 1) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area . -- Sec. 310 . 9. 1 . 4 2) A smoke detector is required on the ceiling or wall in each sleeping area . -- .Sec. 310 . 9 . 1 . 4 3) A smoke detector is required on all stories . -- Sec. 310 . 9 . 1 . 4 If the upper level contains sleeping room (s) , a smoke detector is required in the ceiling of the upper level close to the stairway. -- Sec. 310 . 9. 1 . 4 NOTE: A smoke detector is reau-ired in the basement- -- Sec. 310 . 9- 1 . 4 4) Smoke detectors are required to be wired to the building' s power source and shall be equipped with a battery backup. -- Sec. 310. 9 . 1 . 3 5) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. -- Sec. 310 . 9 . 1 .14 OCCUPANCY SEPARATION: Between the garage and the residence, materials approved for 1 hr. fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing 1 308 inch solid core door or a 20 minute fire door . Table 3-B & Sec. 302 . 4 exc. #3 SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped. .r'L'he outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a se closing solid wood door 1 3/8 inches thick or eauivalent . -- Sec. 711 . 6 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts, provided the annular soace around the vents or piping is filled at each floor or ceiling with noncombustible materials . -- Sec. 711 . 3 3) Shafts for gas vents, factory-built chimneys, piping, or ducts that do not extend through not more than 2 floors need not be in I hour shafts, provided the openings around .the_ penetrations are _fire_ stopped at each floor. -- Sec. 711 . 3 4 ) All other shafts are required IL.o be enclosed in a I f-hou'r assembly'' Sec. 711 . 1 & Table 6-A Page # 6 Code review for: Project Id. : Address : 1 ) Provide a window or door to the exterior from every room used for : sleeping and basements . -- Sec. 310 . 4 A window most provide a clear open area of 5 . 7 sq. ft . , a clear height of 24 inches (minimum) , and a clear width of 20 inches (minimum) . -- Sec. 310 . 4 4 ) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet . -- Sec. 310 . 6. 1 5) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms . -- Sec. 310 . 9 . 1 . 4 6) If there is a basement, provide a smoke detector that is connected to an alarm audible in all sleeping areas . -- Sec. 310 . 9. 1 . 4 7 ) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas . -- Sec. 310 . 9. 1. 4 (1 at DRAAW I NG INDEX - - N NY M. LOT ZONBN6 DISTRICT PLANT LIST - - -- -- RTFE A 1 . 1 SITE � LANDSCAPE PLAN SYMBOL OUAN. COMMON NAME BOTANICAL NAME SIZE _ PRIMARY / SEGONDARY A 2 . 1 FIRST LEVEL FLOOR PLAN " PICEA PU'NGENS A 2 . 2 SECOND LEVEL FLOOR PLAN 4 COLORADO BLUE 5PRUGE GLAUGA 8' d 10' - -- - �S �U ^ A 2 . 3 THIRD LE'V'EL FLOO`. PLAN SQUARE FOOTAGE GALGULAT I ONS lay A 2 . 4 ROOF PLAN � DETAILS POPULUS q COTTONWOOD ANGUSTIFOLIA 3" CAL ALLDWAf3LE GR1°A = 3325 . 2 50. FT. � to A 5 . 1 NORTH a SOUTH ELEVATIONS . FIRST LEVEL = 1028. 7 50. F7. d t> A 3 . 2 EAST � WEST ELEVATIONS SECOND LEVEL {INCLUDING GARA(5E) = I b58. a 50. FT, 1r' s� A 4 . 1 BUILDING SECTIONS A, B 6 F THIRD LEVEL 1228.3 50. FT. cc � LOT-15 � T A 4 . 2 BUILDING SECT I ONS G D TOTAL = 3a 15. Iq SO. FT. A 4 . 3 BUILDING SEGTION E GARAGE CREDIT = 600. 0 50. FT , A 5 . 1 1NI NDOIN SCHEDULE LANDS GA�' NOTES: TOTAL ACTUAL GRFA 3515. q 50. FT . ti �rQ I.) ALL DISTURBED AREAS WILL BE REVEGETATED WITH - - � � a rlQ NATIVE GRASSES. � X i 2.) EROSION CONTROL WILL BE PROVIDED ALONG THE ENTIRE L LENGTH OF THE EXISTING TOP OF BANK AT GORE GREEK, SITE GOVERAGE d (V WITH BALES OF HAY STAKED TO THE GROUND. X o © al TA GT. \` V ALLOWABLE = 2320. 0 50. FT. ( 20� OF 1 1 , 600. 0 50. F-T . ) -1 • IQs 3.) CONSTRUCTION / DEBRIS FENCING WILL BE PROVIDED f1 Q ALONG THE ENTIRE LENGTH OF EXISTING TOP OF BANK AT AGTUAL = 1 a 15 . 0 SQ. FT. ,� C) GORE GREEK. �S � f 0 . 60 C � © BUILDABLE AREA - �` �„` >` N©TE: TOTAL AREA = I 1 oo. o F T. 0 THE FACE OF THE T L LOT A E , 6 SQ, � I � { I 744� FLOOD PLAIN AREA = 3, q 1 4. �i 5C . FT . </ Q I� � ('`� FOUNDATION WALL ON THE � �NORTH ♦ L07 14 THE NORTH 51DE OF THE GAS LINE TO STUB TOTAL BUILDABLE AREA = -7, 665 . 1 50, FT-. � � SCALE: N.T.S. BUILDING IS PARALLEL TO OUT AT STREET THE NORTH PROPERTY LINE OUTLINE OF FACE OF WALL (VERIFY LOCATION z AT BUILDING (TYPICAL) EDGE OF ROOF DRAIN LINE FROM GARAGE CONCRETE OFF - STREET PARKING ( 2.5 5PAGE5 REQUIRED ) FLOOR DRAINS WITH WIRE OUTLINE OF FADE. OF WALL DRIVEWAY (TYPICAL) - - EDGE OF EXISTING SCREEN OVER END AT AT BUILDING OVERHANG HATER 62.6 (2J COVERED (INSIDE GARAGE) SEWER MANHOLE RIM EL = IMIT OF TERMINATION POINT - ABOVE (TYPICAL) / ASPHALT ROADWAY -1014-1A INV. EL = -TL142.8 DISTURBANCE LINE DAYLIGHT INTO RIP RAP b` ✓ (BASIS OF ELEVATION) 4.0 GONGRI=TE (l) IN THE DRIVEWAY (ROOM FOR (3) SPACES) OVER WEED STOP FABRIC / APRON PER TOWN OF �4J 216 SQ. FT. OF � / � FOUND MONUMENT 40' SNOW STORAGE VAIL REQUIREMENTS (3J TOTAL OFF-STREET PARKING SPACES UTILITY .EASEMENT � W.G. ALUMINUM GAP ON � � � qj � ,� REBAR L5 #20695 �a 63.2 O - I MELD vERlFloR Ti rFAST - ` Sr N 87°37'f3°' W 1301.f01 ' r OF THE 15ARA&E FOUNDATION To '� � bq°Q� 63_.5 ,��. EXTERIOR LIGHT FIXTURE KEY ( TOTAL OF (I 1) A[.LOHED) c�uTS""E rlr= srDE 5ETa4crc LINE -- _ .�� --- 5�' - / P�� ' xz 0 (5) EXTERIOR R.ECE55ED INCANDESCENT DOWN LI6HT5 0 j 11 p I SWALF (6) EXTERIOR WALL MOUNTED LIGHT FIXTURES a p 63.E TELEVISION F PEDESTAL NOTE: �m �r 5.o' - TV \.sue �Q 5'-0" IS MAX. ENCROACHMENT I t0 � -- -.-i �'DE SETF3AGK # fiINTO SETBACK ALLOWED, BE I �` Off` 2 z iI 0 a SURE TO VERIFY LOCATION I I 4�� T.V. __-. .. ._ ._._ --� S �`a `p �, rv� OF EDGE OF DEGK - i f EXISTING G TELEPHONE 'YO A5 GRADE METER �,jq7' V) 0 HIGH WATER MARK I 49.2 RI©GE METE - EXISTING LEGEND: GORE GREEK I J - METIER RID61E GRADE - __ J 1- E[-. 50.6 ��.6' S� 7Q5S.8 '19b (p / C) i EXISTIN�� RIDGE > SyOp �! 1 -7Q80- EXISTING CONTOUR Q GRADE IRST FLOOR 401.55 ±" EL. -- 82.1 _ G ` I 76147.4 SECOND FLOOR 58.74 s8 s / f a� PROPOSED CONTOUf�? THIRD FLOOR 68.26 EXISTING /� RIDGE , p.Cf''E�- / s 2 / � � EL �a I I � GRADE / ��' / f 0.2663 ACRES 58.7 7°155.5 4 © � � ------�- �1 �- APPROXIMATE T�'✓ TELEVISION � } � .0° 11,600.0 5Q. FT. LOCATION OF T - TELEPHONE ` j ', ! '` o 5 Qwj EXISTING C I� I LINE I ° -°� I-� -- � •e �i ,� � ELECTRICAL E ELECTRICAL � � z LU I % � POWER CONDUIT < Z I � J � � � '� � �� fp'2 APPROXIMATE � GAS I f jf9 � 8.5 �' SC3 .2 f - J LOGATION OF SS SANITARY SEWER l!�■ - 1- '0 � -019 121 w• TT. OF EXISTING TELEPHONE .� n > Uj 5 0I �Y 7 BOULDER 5 5 O GE LINE CONDUIT W WATER �1 c�PJ . 2 RETAINING _ - < D .T X 56 /f2 WALL - EDGE OF GONGRETE LIMIT OF DISTURBANCE LINE W 85 50. FT. OF DRIVE AT LOT-16 � LINE OF DEGK ABOVE --- � '" � �•5' '� � EDGE OF EXISTING SNOW STORA&E 7957.03 EXISTING SPOT ELEVATIONS LANDSGAPING TO BE FOR ADJUSTED 485 PROPOSED SPOT ELEVATIONS PROPOSED GRADING sr• ! �, 2a O WITH PLANTINGS TO BE "'a SPRI�GE GREEK i I ! - TOW TOiNN HOMES I �"�_ �/ �> RELOCATED 54.5' PROPOSED TOP OF WALL ELEVATIONS ? LU NOTES. �► °Q� BOULDER RETAINING 100 YEAR FLOOD PLAIN 0�. �' (0� 2 WALL I.) THE SURVEY DATA AND EXISTING TOPOGRAPHY INDICATED ON THIS PLAN � PROPOSED BOTTOM OF WALL ELEVATIONS �. INTERPOLATED FROM f `` U) I f/� HAS TAKEN FROM A DRAWING DATED: 8-17-01 AND TITLED: TOS O HYDRO-TRIAD LTD, Ix I 2.0 �Q T I & PROP05ED TOP OF SLAB ELEVATIONS M PLATE NO.b, DATED J 2 TOPOGRAPHIC SURVEY LOT 15, VAIL VILLAGE WE5T, FILING NO. 2 53.5` 13 MAY, 1975 + � TOWN OF VAIL, EAGLE COUNTY COLORADO T.O.B. z , EX15TfNG TOP OF BANK c9 GREEK FOUND MONUMENT 90' PREPARED (STAMPED d 516NED) BY EAGLE VALLEY 5URVEYIN6 ING. JOB 47.5 W.C. ALUMINUM GAP ON NO. 1566 /I REBAR LS #20695 EXISTING TREES I NOTE: 2.) DATUM ELEVATION: TO REMAIN i I 5'-0" 15 MAX. ENCROACHMENT ELEVATION 100'-0" ON THE PLANS, ELEVATIONS, AND SECTION 0.5 0.5 INTO SETBACK ALLOWED, BE CORRESPONDS TO ELEVATION 70158.70' ON THIS SITE PLAN. APPROXIMATE CENTERLINE �X 5URE TO VERIFY LOCATION � EX#STING TREES TO BE REMOVED (NONE) APPR GREEK / OF EDGE OF PECK 3) VERIFY LOGATION OF EXISTING UTILITIES PRIOR TO THE START OF EXCAVATION. Date: 07/1/03 EDGE of EXISTING BUSHES --SEWER LINE 4.) THE CONTRACTOR WILL HAVE A LICENSED SURVEYOR LOGATE THE HOUSE ReV15ed: I ON THE SITE AND WILL HAVE THEM VERIFY THAT IT DOE5 NOT ENCROACH / INTO ANY OF THE BUILDING SETBACK LINES. SHOULD THERE BE AN i/ ENGROACHMENT, THE ARCHITECT SHOULD BE NOTIFIED PRIOR TO THE PROPOSED TREES (SEE PLANT LIST) 15.0' 50' � PROPOSED SEWER LINE START OF EXCAVATION. I . r EASEMENT PER U.E.V.S.D. I t Of 10, 20' 30, 5.) THE CONTRACTOR WILL SUBMIT, TO THE TOWN OF VAIL DEPARTMENT OF APPROVED Ir - COMMUNITY DEVELOPMENT, AN "IMPROVEMENT LOCATION GERTIFIGATE" Community Development FOR THE BUILDING FOUNDATION. IT IS TO BE COMPLETED AND SUBMITTED 1 AFTER TH15 ASPECT OF THE WORK HAS BEEN COMPLETED AND PRIOR TO lti Department +�+,,I�T��71� r�,(rT Building Safety $ Inspection 50.0' I THE START OF FRAMING. lO►'i't11 OF r�L Serviced Sheet Number I 8atlan I06.4A Uri" rasa Bt�l'ft C6k� of Permit. The issuaaoa LAN=�5CAfmr= L 6.) THE CONTRACTOR WILL SUBMIT, TO THE TOWN OF VAIL DEPARTMENT OF Of Vwting of a perntit or opprumW of COMMUNITY DEVELOPMENT, AN "IMPROVEMENT LOCATION CERTIFICATE" tail not be construed to bet �'moons and,vjoLtio,o Ix�1t�or ao approval.of,any violatioO of ' FOR THE BUILDING FRAMING. IT 1S TO BE SUBMITTED AFTER THIS ASPECT MY of the provisions of this code of O( orherordinance of the urisdictift 50 SETBACK FROM Pinnies presuming to give authority t � . CENTERLINE GGORE GREEK OF THE WORK HAS BEEN COMPLETED AND WILL CERTIFY TO THE HEIGHT rY ovioLaesorcancel theprovsionsofthis SCALE: I" = 10' Code of other ordinances of the jurisdiction anal)not be valid A1 . 1 OF THE STRUCTURE. I a issuance of a permit based on plans, specifications and other data shall 201 prevent the building official from thereafter requiring the correction of crrars in said plans, c+ cations and other data.or from preventing building operations being led o thereunder when in vial.-t on of this code or of any+;!:r ordinanc s of this'unsd+cuon. 0 INITIALS. DATF; . . Nom S`rQU� L Go !�r� r` ! GENERAL CONSTRUCTION NOTES : & C°` _ NOTE: 1. ALL WORK WILL BE COMPLETED IN ACCORDANCE WITH THE LATEST ADOPTED REFER TO BUILDING SECTIONS EDITIONS OF THE "UNIFORM BUILDING GORE", "UNIFORM" PLUMBING CODE", Y M. "UNIFORM MECHANICAL CODE", "NATIONAL ELEGTRIGAL CODE", NATIONAL FIRE E FEG A, B AND F ON SHEET A-4.1 , FOR STAIR DIMENSIONAL AND CODE AND ALL TOWN OF VAIL BUILDING , COMMUNITY DEVELOPMENT, AND B- ,}y OTHER STAIR GONSTR.UGTION FIRE DEPARTMENT REGULATIONS. © fU C.� INFORMATION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DI56REPANGIES BETWEEN THE ARCHITECTURAL AND C��,�S � D F '�'` E STRUCTURAL PLANS. AR 4,2 4.I V15T-0' 3. REFER TO NOTES 5 AND 6 ON THE SITE $ LANDSCAPING PLAN GONGERNING TOWN OF VAIL REQUIRED "IMPROVEMENT LOCATION GERTiFIGATES". CONCRETE SLAB � SLOPED AWAY FROM 15"-61/2' j 4. PROVIDE I-HR. FIRE RATED GONSTRUGTON TO SEPARATE THE GARAGE FROM 12-11 28"-b i/2' ADJACENT HABITABLE SPACE, WHIGH WILL INCLUDE THE FOLLOWING. BUILDING AT I/4" PER EDGES FT. AND W I T'H A. 5/8" TYPE "X" DRYWALL ON EACH SIDE OF STUDS AT THE WEST WALL � II'-4I 4-2110 2'-s' , -T-50 --- 2-1- TURNED DOWN (TYP) I 11 CONCRETE OF THE GARAGE. I FOUNDATION WALL „ w • ( G ? ABO'VE °\, a t B. 5/8 TYPE 'X DRYWALL ON ALL OTHER WALLS OF THE 6ARA5F. �! (TYP.) (SEE STRUCT.) n Q - _ - - _ -- - -.----- - ll \- G. 5/8" TYPE "X" DRYWALL ON THE CEILING JOISTS AND SOFFIT AROUND � u, L/ '" S" 3 112" f f 8" OUGTWORK AT THE GARAGE. ESQ Lu- -- _ D. PROVIDE A 20 MIN. RATED AND LABELED DOOR AND FRAME AT THE MAN DOOR FROM THE GARAGE TO THE LIVING 5PAGE, WITH A CLOSER I ---r771 rn "? ! I I I I I OR SPRING SPRING HINGES AND SMOKE SEAL AT JAMBS AND HEAD. x I e I m MECH. UNIT �RAI � I I I X16 i �l�7EB : f� Q _ ,, ! `n J_I- FLUE BELOW = I. REFER T r I BEDROOM 1 up I - ,J STAIR I 4 E ER O ALL OTHER NOTES ON TH15 SHEET. (;} 2. ALL WINDOWS ARE DIMENSIONED TO CENTERLINE UNLESS NOTED OTHERWISE. 1 I T.O. SLAB I I I '- m 3. VERIFY LOCATIONS AND EXTENT OF DROP CEILINGS IN CLOSETS AND AT 1 o EL. q0'-7" I n I VAULTED CEILING AREAS AT THE UPPER LEVEL WITH OWNER'S. < T I Q I I v K --1 I MECH. r _ GAS FIRED 4. VERIFY LOCATION OF MEGHANIGAL ROOM DOOR WITH FINAL LOCATION OF MECHANICAL EQUIPMENT AND DUCTWORK. � C) 13 '-10' n-. 3 1;/2° 2'-1 1/20 3'-3 1/2" 1-3'-O I/2' 3'-7 1/2"• UNIT I { f as * -- - - \ 5. DOOR LOCATIONS NOT DIMENSIONS SHOULD BE PLACED 4 1✓2' FROM FACE OF 4--0- 21-0. 31/20 �° r-r 31/20 \ - -- _�, ADJAGENT WALL TO HINGE SIDE R(5UGH OPENING, OR CENTERED BETWEEN z 3 1/2" I J I GAS FIRED UNEXCAVATED ADJAGENT WALLS. WATER HEATER I 6. PROVIDE MIN. DEPTH FRAMING POSSIBLE AT DUC K TWOR ON THE LOWER LEVEL I j BATH-1. - \} y ��' . TO MAXIMIZE CEILING HEIGHT WITH THE MIN. FIN65HED CEILING HEIG7HT BEING F f F I HALL \ DUCTWORK ( 7. PROVIDE BLOCKING PER CODE WITH THE TOP OF BLOCKING AT ROOF JOISTS 4'-O" VAN. I \_ CHASE HELD DOWN OR NOTCHED TO ALLOW AIR TO FLOW FROM THE SOFFIT TO THE d ABOVE RIDGE VENT. fA 8. PROVIDE BLOCKING FOR INSTALLATION OF SHELVING, CABINETS AND COUNTERS. I NOTE. _ I -- -- - - - TILED SEAT IS q. PROVIDE BLOCKING FOR BATH AGGE55ORIE5 AND VERIFY LOCATIONS WITH I STORAGE I 4 2-7" TO SLOPE 1/2" I THE OWNER'S. GL05ET "' I GL05ET-2 . S 3112' $" MEDICINE ° O J � --- I In• CABINET . AA7ERFR00F: I NG NDTF.5 : 1. REFER TO ROOF PLAN NOTES FOR WATERPROOFING OF THE ROOF. I I I 2. PROVIDE SELF ADHESIVE WATERPROOF MEMBRANE AT ALL FOUNDATION IN - * - WA T > � � HALLS THAT EXTEND ABOVE THE FINISH FLOOR. EXTEND MEMBRANE UP ONTO I BATH-2 0 3 1/20 B" WALL SHEATHING A MIN. OF 12". ul _F � � fi V I as {,' (,• 4'-0' 3'-0' 3'-4° 3'-7" 1/2' z ! 3. PROVIDE SELF ADHESIVE WATERPROOF MEMBRANE ON THE FOUNDATION WALL _ ---- - - - - - 6- - - - ! 3112' 31/2'` 31/2' 31/20 - - ? G ON THE NORTH SIDE OF THE ENTRY WALKWAY. EXTEND DOWN 12" ON TO FACE 42 -- -- -- OF FOUNDATION AND 12" UP ONTO WALL SHEATHING- I - - 4. PROVIDE SELF ADHESIVE WATERPROOF MEMBRANE ON THE FOUNDATION WALL I m ' a - ul ON THE WEST SIDE OF THE HOUSE. EXTEND DOWN 12" ON TO FAGE OF �! � I T.O. SLAB �? .''r' �.`' � i � i \ FOUNDATION AND 12" UP ONTO WALL SHEATHING. EL_ 10'-7" ( BEDROOM-2 $5 'f �` ! + ?5° B "' 11-00-1 I 5. PROVIDE A 3" WIDE STRIP OF SELF ADHE51VE WATERPROOF MEMBRANE ON > I THE NAILING FANS OF ALL SIDES OF WINDOWS AND EXTERIOR DOORS. LU CL T.O. SLAB \ ,� BOULDER 6. PROVIDE 3/5" GAP BETWEEN 5TUGGO AND WOOD TRIM5 AND WINDOW AND � � fl EL. 10'-10 1/4'° '` RETAINING WALL I EXTERIOR DOOR FRAMES FOR CONT, BACKER ROD AND SEALANT AT SIDES b 4b (SEE STRUCT.) , AND SILL. DO NOT PROVIDE SEALANT AT HEAD DRIP FLASHING. Lu LL 3 j -. -_ I - .. _-_ - LINEN CABINET U13 -7. THOROUGHLY SEAL ALL PENETRATIONS OF FOUNDATION WALLS. � aa3. T �« 2416 EL 5 ER .5 S T DROPPED SOFFIT I T Z CL - A. CLOSE 2 FIXED SHELVES ki TYP ---. 1 - 151 OA 1 I `�i I ✓ V' I i. : i Lu 8x8 DECK POST I /2 : I ( I I. ALL INTERIOR FINISHES AND MATERIALS ARE TO BE SELECTED AND I . - - - - APPROVED BY THE OWNERS. THE CONTRACTOR SHOULD BE SURE TO SUBMIT - FIREPLACE CHIMNEY I i _ � -1� ' } 2 3' 131-41 I I I I 3'-b' 3'-6 ,V2. ` SAMPLES AND REQUEST DECISIONS IN A TIMELY MANNER TO ALLOW ALL THE L1J PRDJEGTION ABOVE - -- I - , l - -------- -- I I 1 _�_�-. -.-- �_- _-_- I ! OWNERS THE TIME REQUIRED TO DISCUSS THE DECISIONS TO BE MADE. Qi I � 1 2. VERIFY DESIGN, CONFIGURATION, MATERIALS AND FINISHES FOR ALL LINE OF DECK ABOVE I Ib'-0' I I I $�o" ! 7'-0 I/2' 20'-II I/2' S,-0„ CABINETS AND COUNTERS WITH THE OWNER'S. BE SURE TO GON51DER HEIGHTS (T1'P.) - --- - - I --- _ _ . ,- - - - - ..- ---- -_ -- - ---_ _ _ - OF VANITIES, QUALITY OF HARDWARE AND OWNER SPEGIAL NEEDS. 1 ' 5T-06 3. VERIFY DESIGN, CONFIGURATION, MATERIALS AND FINISHES OF SHELVING IN a STORAGE AND LINEN CLOSETS WITH THE OWNERS. I / I 4. VERIFY DESIGN, CONFIGURATION, MATERIALS AND FINISHES OF SHELVING AND W I HANG RODS IN CLOTHES CLOSET AND HEIGHT OF SHELF AND ROD WITH THE _4 �, T.D. SLAB _ f f E OWNERS. BE SURE TO VERIFY IF ANY STACKED RODS FOR (2) 1 EVELS, OF � - - - -_ / CONCRETI< SLAB EL. q4'�-II I/4" HALF HANGING 15 DESIRED AND THE DESIRE FOR SHELVING UNITS IN THE - -- - - - - - - - - - - WITH EDGES 43 TURNED DOWN -- - WALK-IN GLOTHES GLOSET5. 1% A 5. PROVIDE THE OWNERS WITH A TYPED LIST OF ALL INTERIOR AND EXTERIOR PAINTS AND STAIN AND INCLUDE THE MANUFACTURES NAME, PRODUCT, COLOR 4.1LGT'R I GAL AND SUPPLIERS MIX CODE. AN=A L 16HTI NG 5Y57E145 N07E5 : /� �"�/'�j FLAN I. REFER TO ALL OTHER NOTES ON THIS SHEET. MELT IAN I GAL I � L E- Y �L FLOOR FLA � 2. PROVIDE A DESIGN BUILD ELEGTRIGAL SYSTEM WITH THE PANEL SIZED TO AN� FLV�51 N.6 5 1 5 I EY5 1 �iL/ I ES : LEGEND: ACCOMMODATE THE ELECTRICAL REQUIREMENTS OF THE HOUSE WITH PLAN CAPACITY FOR 50ME EXPANSION IN THE FUTURE. VERIFY THE LOCATION FOR Dote: 07/I/05 SCALE: I/4" = I'-O" NORTH � SMOKE DETECTOR THE BREAKER PANEL WITH THE OWNER`S. I. REFER TO ALL OTHER NOTES ON THIS SHEET. 3. PROVIDE CODE REQUIRED OUTLETS AND VERIFY WITH THE OWNER'S THE 2. PROVIDE A DESIGN BUILD FORGED AIR MECHANICAL SYSTEM WITH PLANGViSGd: LOCATION OF ADDITIONAL OUTLETS THEY MAY DESIRE. SHOWING DUCTWORK ROUTING AND SIZE AND GRILLE LOGATIONS AND SIZE TO DATUM NOS' GRFA' THE ARCHITECT AND OWNERS FOR REVIEW AND APPROVAL PRIOR TO START ELEVATION IOO' ON PLANS, ELEVATIONS AND SECTIONS FIRST LEVEL - 102S. 7 50. FT. 4. VERIFY LOCATIONS OF ALL LIGHT FIXTURES AND THE SWITCHING OF THEM OF INSTALLATION. VERIFY WITH THE OWNER'S, WHAT SHOULD BE INCLUDED IN CORRESPONDS TO ELEVATION 7158.70' ON THE 51TE PLAN WITH THE OWNER'S. THE SYSTEM FOR THE PRESENT NEEDS AND FUTURE. FOR EXAMPLE, 5. AFTER THE INSTALLATION OF ROUGH-IN BOXES AND PRIOR TO INSTALLATION HUMIDIFICATION AND AIR CONDITIONING. OF WIRING, THE CONTRACTOR WILL FIELD VERIFY WITH THE OWNER'S THE 3. PROVIDE SAMPLE OF GRILLES FOR THE OWNER'5 APPROVAL AND VERIFY LOCATIONS OF ALL DEVICES. WITH THEM, WHIGH GRILLES SHOULD HAVE OPERABLE LOUVERS TO CONTROL THE FLOW OF AIR. b. PER SECTION 3IO.G.13 OF THE UBG, POWER FOR SMOKE DETECTORS WILL BE FROM THE BUILDING WIRING WITH A BATTERY BACKUP. 4. VERIFY LOGATION5 OF EXTERIOR HOSE BIBS WITH THE OWNER AND THE hGGt Number FOR AND LOCATION OF A HOSE BIB WITH HOT AND COLD WATER IN 7. ALL LIGHT FIXTURES AND STYLE AND COLOR OF DEVICES 15 TO BE SELECTED THE GARAGE. AND APPROVED BY THE OWNERS. 5. VERIFY THE DESIRE FOR AND LOCATIONS OF EXTERIOR MOUNTED QUICK 8. PROVIDE TYPED INDEX ATTACHED TO THE INTERIOR OF THE BREAKER PANEL GONNECT NATURAL GAS VALVE AT THE DECK. WITH A DESCRIPTION OF WHAT IS ON EACH CIRCUIT. b. SUBMIT TO THE OWNERS FOR THEIR REVIEW, A BASIC LIST OF PIPE MATERIALS TO BE USED IN THE PLUMBING SYSTEM, IDENTIFYING WHAT IS TO BE COPPER, PVC, AND CAST IRON. C6 to NOTE: NOTE: Y M. - REFER TO BUILDING SECTIONS A, B REFER TO GENERAL CONSTRUCTION T E E AND F ON SHEET A-4.1 FOR STAIR NOTE NO. 4 ON SHEET A-2.I FOR DIMENSIONAL AND OTHER STAIR INFORMATION CONCERNING FIRE CONSTRUCTION INFORMATION. RATED GONSTRUGTION BETWEEN THE '� CJ GARAGE AND HABITABLE SPACE D F �+ A E 1��C'- 42 4.1 4.1 43 T-0' 15'� If2' 12' E1' 25'-b 112' VERIFY FOR 5'-0" LINE OF r' MAX. ENGROAGHMENT �2'-�' r 1'-5° � 2' Q' 10'-0' � 15'-1 1/2' INTO SETBACK L E ROOF WINDOW f - -- - -- - -- - - -- - --- -- ----- —t- ---FROM GENTERLINE OF ABOVE ABOVE -- LINE OF PAGE 6<ORE GREEK (SEE - LINE OF BUILDING - METER SITE PLAN) (TYP.) 5 1/2"s r- OF WALL AT 51/2' ABOVE (TYP.) CLOSET LT FLOOR ABOVE t l� 51/2" REFRIG. w/ RANCaE w = ---- - - - - - - - - � � - - - - - - - ''1- - - - - - - - -- - _ b 3/4•x; ICE MAKER OVEN - • ry ' , 5 112' - --- — - - _ ,;, fl . TAPIR 1 -- - Q (� �(1�� s 0 LL B FLOOR. � ,�P�'0 � � 4.I m � ljl LINE SOFFIT � m o DRAIN �. ABOVE KITCHEN ii T.C. SLAB Q STEEL PIPE 1 GPtR,�GE ® i UP �j� — ON SLOP COLUMN (SEE 5g EL. 100'-D" _ — �s DIN o � I 2x8 REDWOOD 2"6" 3'-10" 3`-4' 3'-l0" STRUGT.) - — SOFFIT TO COVER I + 51/2' 31/2'yy -- -- - IL DECKING (TYP.)' - — � � � ,� s _�� 3IJ'2' .� � DUCTWORK Q O 3'-II Ill. b-I' ��.{�� 2'-I• 3'-Y I'-2 I/2" 3 I/2' 4��. � . [L (VERIFY SIZE) Lu 1` bxb POSTS - -- - — --- - i--- 5 I12' - - � 3 Ir1" 3 Cl2" T (TYP.) — - SINK W/ DISPOSAL , _ .- - - - - - - - - - - - - -� — A — _ z D�NiNG ROOM T --- wRQUGHT IRON _ � _ __ DLDSET + = -- T � Lu a N GUARDRAIL ( TELEPHONE NICHE °� m O (TYP.) W/ SHELF AND a — ti — — — — — — Q n GABfNET ASPHALT CHASE FOR DRIVEWAY U . MECH. SYSTEM c� COUNTER i FLOOR u� I', • DUCTWORK r° rr, LAUNDRY SLOPE �_« W/ CABINET ' DRAIN ` (VERIFY SIZE) - , ABOVE S --- —- - - - I f 3 1/2' I r PE w �? f NTR'T' 5TAGKED �e b v T.O. SLAB s, S E r� I ! < ve o T.O. SLAB AND DRYER q !O EL_ 100'-01' z i u- 2'-O' T.D. DECKING Ir EL. 100' ©" O p(j G.. EL. 100 1-01, ou m � � POWDER •p � y'4 is � v. --. � � jlz I? VERIFY FOR L ENTRY GL05ET COVERED { — 5'-O° MAX, P I � - CONCRETE SLAB ENGROAGk�MEN7 I I WALKWAY 51/2' Cl INTO TBAGK "�, 1l2' `� SLOPED AWAY FROM - `� LINE FROM " • Ib'-b 1/2* . BUILDING AT I14" PER ` LINE N FR I NE OF -- - r -- —-- Ii-I. I�{ �' 0" -2 2-d" 4 m GORE GREEK I LINE OF FACE OF _ — � 51/2' 51/2' s� FT. AND WITH EDGES (SM 51TE PLAN) V WALL AT FLOOR , TURNED DOWN G ABOVE T- -VERIFY DIMENSIONS I ENTRY LU L Q �.I\IIN& ROOM iN THIS AREA WITH 3 - - - FIREPLACE AND OWNERS IDEAS ON 7 � fl DECK CABI NETS 4s. I f —LU I I (D `¢ -- GAS FIREPLACE WITH FLUE q,-0. j �/ } sJ TV SHELF EXTENDED THRU THE ROOF #' 8-1 I/2" ABOVE I LLI 1L T THICKEN WALL ABOVE ( w o Y.O. DECKING 1"I FIREPLACE FOR ROUTING \ BOULDER / c, EL. qG'-II 114" f d' Z OF FLUE TO ROOF RETAINING WALL (VERIFY THICKNESS) / ;% '� \ (SEE 5TRUGT.) fl bx8 POSTS (TYP.) V ENT. - -' < - -- ---- ��_ ,l CENTER �� ` --- ,, cti ( M } S— r - - -- - LINE OF ROOF ABOVE - — I'-b U2" 1'-10' 1: 5-8 112 1'4" 51/2' 01 Lf� Cj LW �r 4'-b 1/2' 1'-I1' 3'-61/2' � if3 W LL u► b q'-0' Ib-0 �' a3' {'" 1 1/2° 20'-II 112' -- - - - " " � p� i�' VERIFY FOR 5'-0" MAX. x ENGROAGHMENT INTO 5ETBAGK 1 �u 51'-0' }uz1 Q LINE FROM CENTERLINE OF _-_.. 60RE GREEK (SEE SITE PLAN) 1� - — - - -- -- - v i m 15'-11 I/8" (3) EO.5PAGE5 3'-11 315' (1) EQ. TREAf25 = 6'-5" b 3/4' 'fib 3/44 (b) EQ. R. = 5'-0" ��4 314" . D 5x12 TREADS W/ 4x14 A E 42 STRINGERS BEGC N=l LEVEL �L.00R FLAN LE6END: �a��: D~r�i,�D� SCALE: 1/4" = 1'-0" PLAN 0 SMOKE DETEGTOR Revised: DATJM NOTE: GRFA: ELEVATION 100' ON PLANS, ELEVATIONS AND SECTIONS SECOND LEVEL = 1055. q SQ. FT. CORRESPONDS TO ELEVATION -TG5b.-10' ON THE SITE PLAN GARAGE = 600. O So. FT. TOTAL FIRST LEVEL = 1658 q 50 FT, Sleet Number r NNY 0 NOTE: RTF - - REFER TO BRJILD1N 7 SECTIONS 1-1 A, B AND F ON SHEET A-4.1 i FOR STAIR DIMENSIONAL AND OTHER STAIR GONSTRUGTION INFORMATION. D F A „ . 4.1 E T4-2 &-fa 112” - - r r 41'-51/2' 1 12'_i 1/2'FACE 2'�" 5" _ 2 �' - - - - -- -- --- r r I ' LINE OF ACE OF - ---__--------- WALL BELOW - VERIFY FOR wINFJow + - - LINE OF ROOF ra � c�N-r�+zED ON WINDOW ', • - ' VANITY--- _—ter I 5 I,'2°r r ! - BELOW t ABOVE (TYP-) ^. - - - 11.E LINE OF FAGS OF GCS WALL BELOW . Lu n m STAIR t - - X CLOSET-5 kJ © = BEDROOM-5 I � �Cl ROOF aELaW OPEN � BEL7ROOM-1F _ ti LS � I G ET_4 e th q I a � 31122 4'' I -' 2-I' ^ m 4-0 1/2-" 3 112" ! I r /f -� - MEDICiNE 3 II2• 111^ - HALL GABINET y z(� IL � f`t 6-0" VAN. LINEN C. , m C a- 1 z m LOSET `r m. a _! ^ MM MASTER � --- -- BATHROOM ry BATH-3 m E t El V- .. _. _ MASTER = GLQSETR-B I BE � 3t�OC7M-3 NN OL05ET-A m _ m LO5ET-3 - 4 T-10 I12' _-' 4'-0' 2'-1 P12' 5'-II 1/2' I - -- - 3 In 3 I12 -- -- 3 112 _2 1" 3 112 - -- _ a 3 U2` 0 5 112" NOTE: 3 1/2' / r 12' E�" c f - f`,. I 1 Y t E) y - - TO SLOPE /IS TILED SEAT 2" `n 5 112"r c� DD r u� MASTER 8' 4 3/4' W " - -- ---� - -- - BEDROOM - -- f - ---I --_ ---0 3/4" r5 I/2 z' '` � T.O. DECKING .� _� C) EL. 10q'-6 314" BB ROOF BELOW cc� C) 000 i - - -- - - CL 5 112" t AA 5 1/2" NO'E I � w LL � - TOILET IS TO BE t l� Q Z CENTERED ON THE < < o - -- ROOF BELOW WINDOW • /� �J (`4� LU ad 4 - - - - --- - I ► 7DI DECK BELOW - -- fy r - 2 4 r r 15'-6 1/2" 20'-I 1 112" 5 r r D r 42 A E Date: O7/1/03 4.1 43 �O'v'ISOGf. fLaCR PLAN LEGEND: SMOKE DETECTOR SCALE: 114" = I'_O" PLAN NORTH :DATUM NOTE: GRFA: ELEVATION IOO' ON PLANS, ELEVATIONS AND 5EGTIONS THIRD LEVEL 'Dhoet Number CORRESPONDS TO ELEVATION IC158.-70' ON THE SITE PLAN = 1228. SQ. Fes, r 0� C 04 A� t N MI �GER� 8- 9,p. TYPIGAL ROOF ASPHALT ROOF SHINGLES FULL COVERAGE SELF ADHE51 VE WATERPROOF D F A E C? MEMBRANE EXTENDED 42 4.1 4.1 4 3 OVER DRIP FLASHING I`- I - 5/8" PLYWOOD SHEATHING N 2'-0' ROOF JQisT (SEE STRUCT) 2'-0' (TYP.} 7-0' 3112' 2°-0' 2`-1' - - - - 2x BLOGKING WITH TOP I i sir I , ...___._ I s HELD DOWN FOR R-30 BATT INSULATION Lu VENTILATION 2.4 2 r - - �� ` - _ - - - - - � - - - � I- 12 6 MIL POLY VAPOR c 5I M, BARRIER I I' 2.4 ,� I - - — - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - 7 2X10 STRUCTURAL I () — �` c2 D �, ( --- 5/8" DRYWALL, TEXTURE + -- -- - -- - - - IY m I _ ia: 10:1 l S05FA5G4A, hIHERE y = y / PAINT - I w i _ I h (3! I - _. - - -I - - Q 1-L REQU►RED (SEE 5TRUGT.) -- _ r �+ ' 1 - - - - - - - - - IN. I C] I TYPIGAL FASCIA t I f I Q AND 5OFFIT TYPICAL I � �-� �� I I I � � � GALVANISED SHEET METAL _ EXTERIOR NALL �I T .�,.-- � � v 1 � - - I = -- INTERSECTION OF BUILDING � I 41 � � � DRIP FLASHING (NATURAL) STUCCO OR WOOD SIDING OVERHANG WITH EAST WALL (SEE BUILDING ELEVATIONS) I W I I OF STAIR TOWER I RIDGE I 2x6 RS CEDAR FASCIA I I EL. 120'-10 314 "TYVEK" BUILDING WRAP _- .-- (PAINT)- _ - -- - -- / _ - -- I - Lu 2X4 BLOCKING I/2"` EXT. PLYWOOD I I - - �--- 5HEATHING - I 2x8 RS CEDAR FASCIA R-I q BATT INSULATION (PAINT) - - -- - f/ - CL I ; � - - I 2x6 STUDS 3 - I PROVIDE 8" TALL 2x CEDAR SOFFIT VENT (PAINT) -- b MIL POLY VAPOR Q I I RIDGE I I ON EXTERIOR PLYWOOD B0X 1 13ARRIER I I EL. 123'-4 3/4" I I AT INTERSECTION OF ROOF Ix6 T:6. R5 CEDAR `- - - WITH SOFFIT AND ALIGNED 5/8" DRYWALL, TEXTURE d I _. _ - � _ � __ __r-- _T � I '!� WITH THE BACK OF THE 2x8 PAINT I o PORTION OF THE FA5GIA, SOFFIT BOARDS (PAINT) P I CONT. BACKER ROD AND - - `I ry.' I I I { + EXTEND WATERPROOF SEALANT TO MATCH - .. - _ I � r,' ! --� MEMBRANE FROM ROOF UP STUCCO OR WOOD SIDING PROVIDE 8" TALL 2x CEDAR I - I J - l i I - 1 FACE OF BOTH 5IDE5 OF ON EXTERIOR PLYWOOD BOX I I - I THE PLYWOOD OF THE BOX AT INTERSECTION OF ROOF 1.� I j I WITH SOFFIT AND ALIGNED I - TO THE BOTTOM OF SOFFIT WITH THE BACK. OF THE 2x8 I R!)✓'aE I ' J I - - -- I � I tt� PORTION OF THE FASCIA, C EXTEND WATERPROOF I EL. 120'-8 31b". MEMBRANE FROM ROOF UP 7�F f CA = ROOF S A V E 1:)Fm7AIL PAGE OF BOTH SIDES OF I di THE PLYWOOD OF THE BOX I -1 " TO THE BOTTOM OF SOFFIT - _ - - - ,f� • << I WALL BELOW (TYPICAL) � .4 sGALI=: I Ire - 1 O I _ __- � � I PREFIN15HED SHEET METAL I I I I I _- EDGE OF FRAMING GUTTER WITH EAST END OPEN (TYPICAL) EDGE OF ROOF (TYPICAL) \,J LLJ I 5:12 5 I 1 LU LL LU PREFINI5HED SHEET METAL �- `) NOO,!f� I I GUTTER AND DOWN SPOUT Q F 7-4- (TYPICAL)TfP Z LL 12 } LINE OF FACE OF STUD WALL IN FRONT OF DETAIL PREFINISHED SHEET METAL y GUT LINE D GUTTER AND DOWN SPOUT 3 (TYPICAL) 2XIQ STRUCTURAL SUBFASGIA (SEE STRUGT.) s FIREPLAGE FLUE STEEL SNOW FENCE (PAINT) (TYPICAL) �, j l I SNOW MELT HEAT TAPE E A X F 7 A I L 1 0/' 9 � 1= 17CH (TYPI G AL) A2•'4' SCALE: ! I/2" = I`-O" �QT�S� I. ROOF OVERHANGS ARE DIMENSIONED FROM THE OUTSIDE FACE OF STUD TO THE TOP OUTSIDE EDGE OF Date: 0-7/1/03 Q OF FLAN ROOF JOISTS AT EAVES AND TO THE OUTSIDE FACE NOTE: I L� OF ROOF J015T5 AT RAKES. ReVfSU?d: REFER TO DETAIL NO. I ON SCALE: 1/4" = 1'-0" PLAN 2. PROVIDE SELF ADHESIVE WATERPROOF MEMBRANE THIS SHEET FOR NORTH FOR THE FIRST q0" AT EAVES, 18" MIN. AT RAKES, 18" MATERIALS NOTATIONS EACH SIDE OF VALLEYS, AT INTERSECTION OF ROOFS DATUM NOTE: AND WALL 18" MIN. ON EACH SURFACE AND BUILDERS FELT OVER ALL OTHER AREAS. ELEVATION 100' ON PLANS, ELEVATIONS AND SECTIONS CORRESPONDS TO ELEVATION 7858.70' ON THE SITE PLAN 3. PROVIDE "ROLL VENT" .RIDGE VENT MATERIAL (OR EQUAL) AT ALL RIDGES. - - - - 4. PRIOR TO INSTALLATION, THE CONTRACTOR WILL PROVIDE THE ARCHITECT A DESCRIPTION OF THE Sheet I`•IU!'1'be ATTACHMENT AND WATERPROOFING OF THE SNOW FENCE, FOR REVIEW AND APPROVAL. A2 . 4 p� ARCHITECTURAL GRADE OL ASPHALT 'SHINGLES E A , (TYPICAL) ----_.. _ ------._ - 43 4.1 4.1 42 T.D. RIDGE NNY 0 EL. 123'-4 :314'-' �TF R UNFINISHED GALVANIZED SHEET METAL D T.D. RIDGE RIP B FLASHING (TYPICAL) EL. 121'-11t1 Cl,� t 2xb ON 2X8 R.S. GEDAR - - - - -- - FASCIA (PAINT) (TYPICAL) 12 T.D. RIDGE A ' �14 ' --- - Ix8 R_5. GEDAR CHANNEL EL. 120`-8 3f8"I LAP WOOD SIDING (PAINT) J (TYPICAL) R.O. HEAD CORNER TRIM BOARDS --- PREF1N15}IED SHEET 2x6 f 2X4 R.S- GEDAR LL _ METAL GUTTER SLOPED fi R.D. t-�EAp . T (PAINT) (TYPICAL) CMG �. HH ' .- __,-- . �, TO EAST WITH EAST END I -- OPEN Sr - - 2x6 R.S. GEDAR WINDOWS AND DOOR TRIM (PAINT) i (TYPICAL) - R.o. AD 1 Lu THIRD LEVEL T.O. DECKING EL. 1OW-6 3/4° --_ -- -- Y �- UNFINISHED GALVANIZED �L.1 s - AT SHEET METAL FLA'SHINC� lS7 y UNFINISHED GALVANIZED " -' ' " -- - _ _ _. _ - INTERSECTION OF ROOF SHEET METAL FLASHING Rte ---- _ -1 - --- .-r+� �, - !' AND WALL (TYPICAL) - STAIR LANDING Q) 2x12 R.5. CEDAR f - _ - - -- -- T.O. DEGKING - R.O._NE EL. IQ6'-"t" - d TRIM BOARD (PAINT) --- T` s NRY STAIR LANDING WROUGHT IRON Q PAINTED MA SO / Q.T.O. DEGKING GUARDRAIL WITH I/2`x 1/2" [�✓ { STUCCO (TYPICAL) - I ___ •�L. 103'-0" I I !` BALUSTERS AND 1/4" x I < Cf I ` 1/2" TOP BOTTOM AND R.O. HE-AID - SIDES (TYPICAL) v n Q SECOND LEVEL ' �, T.O. DECKING I k �- C e : EL, 100'-0 - - - ---- - _ - - � --_ _ - __ - -- - -- - • -- � � i 2x12 R.S. DECK FASCIA DRIVEWAY BEYOND - � � .��?-�: + A ? STAIR LANDING ` (PAINT) (TYPICAL) � T-O. PECKING EL. %'-I I• I1�211 - - -- R.S. WOOD BEAM (PAINT) TGAL METER, I j 6 I (SEE STRUG .) TELEPHONE AND TELEVISION CLOSET-- - - -- - --- b - 1 11/4" TALL x I I/2" METAL GLAD WOOD _r - L - 06 STAIR LANDING DOOR (PAINT) - -- - WINDOW (TYPICAL) ► j�-1.Q_ KING STUCCO BAND VERIFY HGT. - 3 112"IN WITH 2 x12 DECK FASCIA EL: G3'- 8x8 R-S. DECK P05T FIRST LEVEL T.O. SLAB (PAINT) (TYPICAL) I 1/2"xb STUCCO TRIM J-1--- f' (TYPICAL) a STUCCO) - j I FINISH L-- DIRECT VENT MEGH. UNIT GRADE MOTE: 2x6 R.5. GEDAR WINDOW m _ _-_ _ T - _ � FLUE TERMINATION GAP TOP OF FOUNDATION WALL AND DOOR TRIM (PAINT) REFER TO WATERPROOFING 1.1 (PAINT TO MATCH SIDING) (SEE STRUCTURAL) --- EXISTING NOTES NO. 5 AND b ON SHEET (TYPICAL @ INDOD) -- GRADE A-2.1 FOR GAULKING AND - -- WATERPROOFING AT WINDOWS R� AND EXTERIOR DOORS NORTH r=Lmr=\/A71 O GAS METER)'TYPICAL) FOOTING (SEE STRUCTURAL) SCALE: 1/4" = 1'-0" �A 9 ER1AL.5 � Ii �lIBT4E Al I: `,../�/' L I\5 42 4J 43 Q T.O. RIDGE LL MATERIALS FINISH COLOR. - - EL. 123'-4 3/4" Ix8 R5 CEDAR CHANNEL LAP PAINT "BENJAMIN MOORE" WOOD SIDING HOT SPRING 'STONES RIDGE T.O. DEGKING i_�� ___�_— _ I -I r T.O.T.C7. Rf DGfr STUGGO EL. 121'-3 3/4" I 1=L. 1201-!D 3/4" �_ LL � 2x6 R.5. GEDAR WINDOW5 AND LL DOOR TRIMS f�� ! I T.O. DBL. PLATE TRIM/BOARDS GEDAR CORNER EL. I I�`-2 V2" - T_ _ -- --- ---- STEEL SNOW FENCE (PAINT) — �` Lu 2x12 R.5, GEDAR TRIM BOARDS f e J - PREFINI� CS PREFINISHED SHEET METAL ,III 1 i 1 1 I I I I , T- I r METAL C GUTTER AND DOWN SPOUT _�I I !i I 2x12 R.S. DECK FASCIAS ` - � DOWN SF — x (TYPICAL) -T _ , .- i. I �_ _ - ill GARAGE DOORS - - I�� I� I �� I I �I I I_ �_•,! .>..� °� _1 . -- METER GLOSET DOOR THIRD LEVEL 11- -1.-�_.Il��i __ _,I l.� 1..�! 1L I !_ J__�.w1_d _! T_O. PECKING - - _ _ GARAGE MAN DOOR EL. 10-T-6 3/4" _- -_-_-_ 6x6 545 WOOD RAILING ,RaJ. HF�1 2x6 ON 2X8 R.S. GEDAR FASCIA PAINT BENJAMIN MOORS' _- SMOKY MTS. GEDAR P05T5 (PAINT) (TYPICAL) - bxb RAILING POST u e I 0 ' 8x8 DECK AND ROOF POSTS I 8x8 R.S. POST 2x6 REDWOOD DEGKING I (TYPICAL) (PAINT) -- R.S. WDDD BEAMS - I � ` 2x8 R.S. GEDAR BASE SECOND LEVEL !! . I _' TRIM (PAINT) OL T.O. DEGKING MAIN ENTRY DOOR STAIN "BENJAMIN MOORE" EL. 1001-011 SEMI 7 RANSPARENT 13EICE STONE ---., RD..HEAD � R O HEAD I - - I FIN 15H GRADE - �-_ -� - GARAGE HALF LIGHT -_ GARAGE DOOR 2x WOOD PAINT MATCH WINDOW GLADDING ( `� MAN 17008 (PAINT) AT WALKWAY �' - - Dote: D f/1/03 FRAME - - - _ __ _ - -. . < 1 STEEL SNOW FENCE PAINT MATCH ROOFING �a LIGHT FIXTURE (TYPICAL) GUTTERS AND DOWN SPOUTS FACTORY MATCH FASCIAS FINISH GRADE I AT WALL BEYOND BEYOND _ - - - BOULDER RETAINING GALVANIZED SHEET FLA5HIN65 FACTORY NATURAL { WALL F I RST LEVEL . WROUGHT IRON GUARDRAIL FACTORY BLACK O. SLAG If4" - - T - FIN15H GRADE AT WALL FIN ( BELOW WINDOW ARGHITEGTURAL GRADE FACTORY "GERTAIN TEED" PRESIDENTIAL TL GRADE _._ _ - TOP OF FOUNDATION WALL ASPHALT 5HIN6LES AUTUMN BLEND 3x12 TREADS WITH 4x14 - - - EXISTING I STRINGERS AT EACH (SEE STRUCTURAL) Sheet dumber SIDE AND MID SPAN _. 1 --- FOOTING (SEE STRUCTURAL) LIGHT FIXTURE FACTORY S GRADE _ METAL GLAD WOOD FACTORY "FELLA" PROLiNE ] 50J7H � O N WINDOW WHITE - JJJ DATU'I�I NOTE: Aa . 1 SCALE: 1/4" = 1'-0" ELEVATION 100' ON PLAN5, ELEVATIONS AND SECTIONS GORRE5POND5 TO ELEVATION 7658.70' ON THE SITE PLAN r, 4 CO MAT RI ALS �= I N 1 S�4r=S ANA COLORS a M. ' o �_- --- PROVIDE 8" TALL 2x CEDAR G B EGE MATERIALS FINISH COLOR ON EXTERIOR PLYWOOD BOX 4a 4.1 _ 0 AT INTERSECTION OF ROOF RIDGE � ~ Ix8 RS CEDAR CHANNEL LAP PAINT "BENJAMIN MOORE" WITH SOFFIT AND ALIGNED T.Q. DECKING W00D SIDING HOT SPRING STONES WITH THE BACK OF THE 2x8 EL. 123'-4 3/4" PORTION OF THE FASCIA, 12 EXTEND WATERPROOF SI RIDGE STUCCO MEMBRANE FROM ROOF UP ; T.0_ DECKING FACE OF BOTH SIDES OF EL. 120'-10 3/4" 2x6 R.S. CEDAR WINDOWS AND THE PLYWOOD OF THE BOX POOR TRIM5 TO THE BOTTOM OF SOFFIT 12 12 2x6 / 2X4 525 CEDAR CORNER ARCHITECTURAL GRADE TRIM BOARDS ASPHALT SHINGLES T.O. DBL. PLATE (TYPICAL) -- -- - - - - ..._._ _._ ., EL I1-7'-2 1/2" B ! 2x12 R.S. CEDAR TRIM BOARDS - UHF'#NISHED GALVANIZED _, __ . . Ix8 R.S, CEDAR CHANNEL 2x12 R.S. DECK FASCIAS SHEET METAL DRIP LAP WOOD SIDING (PAINT) BB I - --� 1=LA5HIN6 (TYPICAL) - - _� T_�• � EE � FF � '� __ (TYPICAL) I a` s WINDOW5 Q GARAGE DOORS � 2x6 R.S. CEDAR 2x6 ON 2x8 R.5_ CEDAR ti AND DOOR TRIM (PAINT) METER GLOSET DOOR FASCIA (PAINT) (TYPICAL) - (TYPICAL 0 WOOD) x GARAGE MAN DOOR THIRD LEVEL /'-``� I' � r"v '--_- 2x6 / 2X4 R-5. GEDAR l DZ U) /"�T.O. DECKING OIL CORNER TR IM BOA RD S X 1L - -_-- - - - -EL. !O4' (PAINT) (TYPICAL) CAL) -b 3/4.. 2x6 ON 2X8 R.5. CEDAR- FASCIA PAINT "BENJAMIN MOORE" UNFINISHED GALVANIZED - SHEET METAL FLASHING SMOKY MTS. CEDAR 1�Y - - 1 - t� T_ -'`� R.O. HEAD (TYPIGAL) t~ • 6x6 RAILING P05T ' I all 8x8 DECK AND ROOF P05T5 t ° `�J 11 I/4 TALL x I V2 � � � � -. _ 2x12 R.S. CEDAR TRIM �/ � BOARD (PAINT) WIITUG�O BAND DEGK VERIFY FASCIA T, � -- � - - "-- P - - - I'-6" BUILDING OVERHANG R5, WOOD BEAMS � , �� - a -" - -- LIGHT FIXTURE (TYPICAL) l� MAIN ENTRY DOOR STAIN "BENJAMIN MOORE" SECOND LEVEL ul -� INSULATED METAL GARAGE Z SEMI TRAN5PARENT T.O. DECKING - - - y' - DOORS WITH RAISED BEIGE STONE EL. IOO-0-- - - t — PANELS (PAINT) GARAGE DOOR 2x WOOD PAINT MATCH WINDOW GLADDING I ENTRY DOOR WITH 2x WOOD DOOR FINISH FRAME 51DEL16HT (PAINT) j FRAME (PAINT) GRAPE (TYPICAL) (TYPICAL) STEEL SNOW FENCE PAINT MATCH ROOFING -- -_- EXISTLNG � _ - _ -- - - EXISTING - - - - GRADE GUTTE'R5 AND DOWN SPOUTS FACTORY MATCH FA5GIAra GRADE EXI5T. GRADE EXIST. GRADE OL BELOW RIDGE BELOW RIDGE EL. qb'-q 5/8" EL_ q-7'-1 1/4" GALVANIZED SHEET FLASHIN65 FACTORY NATURAL (7855.5') C7555.8') WROUGHT IRON GUARDRAIL FACTORY BLACK FIRST LEVEL ' T.O. 5LAB ARCHITECTURAL GRADE FACTORY "GERTAIN TEED" F RE51DENTIAL TL EL. q0'-10 1/4" ASPHALT SHINGLES AUTUMN BLEND NOTE, LIGHT FIXTURE FACTORY BRA55 // REFER TO WATERPROOFING TOP OF FOUNDATION WALL � F.A57 ELEVA710N N0TE5 NO. 5 AND b ON SHEET �` i' A-2.1 FOR CAULKING AND (� METAL LAD WOOD FACTORY 1 A" PROLINE (SEE STRUCTURAL) _ SCALE: I/4" = I'-O° AND EXTERIOR PRFI DOORSINDOWS tLi FOOTING (SEE STRUCTURAL} (TYPICAL) B G Z z RIDGE 4.1 4.2 T.O. PECKING -- -- - - PROVIDE 8" TALL 2x CEDAR EL. 923'-4 3/4" _ --- -- � � �.�.... ON EXTERIOR PLYWOOD BOX RIDGE AT INTERSECTION OF ROOF D� T.O. DECKING F WITH 5OFF4T AND ALIGNED C) I WITH THE BACK OF THE 2x8 I EL. 120'-8 3/8'" 12 12 PORTION OF THE FASCIA, LLf Q C) 51 ,.! 5F 12 I EXTEND WATERPROOF } MEMBRANE FROM ROOF UP [ FACE OF BOTH SIDES OF LU 1.L- T.O. DBL. PLATE THE PLYWOOD OF THE BOX �J C) EL. WT-2-1/2'a J�- ' P,O. HEAD - — _-_- TO THE BOTTOM OF SOFFIT < < Z � UNFINI5HED GALVANIZED (OC?� SHEET METAL FLASHING AT JJ . � KK I #/2"x6 STUCCO TRIM INTERSECTION OF ROOF ter,` - (TYPICAL a 5TUGGO) (�{� > Lu Lu AND WALL (TYPICAL) — _ T- - N ( ` I s - -- - -- - -- METAL GLAD WOOD WINDOW — `-- LIGHT FIXTURE (TYPICAL) - 12 L - (TYPICAL) W 5F--- 12 THIRD LEVEL `� ' �_�.k5 - STEEL SNOW FENCE (PAINT) T.O. DECKING in - R.©. `- --- - _ - T.O. 'DBL PLATE T.O. DBL. PLATE -- -e � — � I EL, 10_T'-q I ' WROUGHT IRON GUARDRAIL o �_ ; PREFINISHED 5HEET METAL I GUTTER AND DOWN SPOUT WITH I/2"x 1/2" BALUSTERS n ',,- V W AND I/4"' x 1 1/2" TOP BOTTOM a � y � (TYP4GAL} AND SIDES (TYPICAL)' 4 ; � �� 2x6 REDWOOD DECKING bxb RAILING POST (PAINT) - - - - - _- - -- (TYPICAL) T I_ < I SECOND LEVEL � T.O. DECKING EL. 100'-0" - RD. HEAD �z 2x12 R.S. DECK FASCIA R.S. WOOD BEAM (PAINT) - - - " - L _ • _ I I (PAINT) II' F G FINISH GRADE AT 8x8 R.S. DECK POST (PAINT) � � � � � � I I L7Qte: O'-7/l/Cif (TYPICAL) --- -- I DECK STAIR BEYOND PAINTED MA5ONRY 5TUCG0 {TYPICAL) CONCRETE PIER (SEE }'n STRUCTURAL) (TYPICAL) FIRST LEVEL ._ � FIN15H GRADE AT T.O. SLAB ___ _ - - _ _ FAGS OF BUILDING -- - - - -- - - -"- -- - -- - _ - - FIN15H ` Zoa - -- EXISTING GRADE f GRADE I I i Sheet Numrer i - --r ---- - i TOP OF FOUNDATION WALL (SEE STRUCTURAL) EXIST. GRADE ! sa_J EX15T. GRADE - BELOW RIDGE BELOW RIDGE FOOTING (SEE 5TRfJGTURAL) EL, qQ -6 E , 5 .49 3/8s, ^r=57 ELEVAT 1 G N(184q.2`) (?847.4') i DAruM NaTE: SCALE: 1/4" = 1'-0'` ELEVATION 100' ON PLAN5, ELEVATIONS AND SECTIONS CORRESPONDS TO ELEVATION '76158.10' ON THE 51TE PLAN o Coto hyl 4 B CO d M. O 13 4.1 RIDGE T.G. DEGKING EGE G 4.1 - EL. 123-4 3/4" 4-2 RIP GE R IDGE 5 C} T.O. DEGKING I � T.O. DECKING _YT_-F -- :� -- -- - _ , RIDGE T.Q. DEGKING EL. 123`-4 3/4 . I I EE. 121'-I I" T.O. DEGKING "- I RIDGE _ - - - 4 EL. I2V'_3 3/4" 2x6 ON 2X8 525 CEDAR -_ WOOD BEAM (SEE FASCIA (PAINT) (TYP.) STRUCT.) - WOOD BEAM - C (SEE STRUGT) *TEL..Q. DBL. PLATT 7YFIGA.L ROOF GON5TRUGTION 11-'-2 112" ' WOOD BEAM ARGI.4ITECTURAL GRADE ASPHALT 5HIN6LE5 OVER -: t BUILDERS FELT AND SELF ADHESIVE WA7ERPRQQF (SEE 5TRUCT.) _ __ MASTER PROVIDE 2x8 1 " UP FROM SAVE OVER 5f8" - - _ ; - TQIiLE T MEMBRANE FOR FIRST qQ - Ix6 TG CEDAR SOFFIT • BELOW WALL AND T � � � � PEYWOQD ON 2x ROOF JOISTS (SEE STR.UGT.) WI H ANGLE FLOOR. TO `�a J R-3D BATT INSULATION IN CAVITY, 6 MIL. VAPOR � ��---� � MASTER INCREASE HEAD tS) BARRIER ON BOTTOM OF JOISTS AND 5/8" DRYINALL- M 3'-4' 4`TI" T BATH' HEIGHT IN STAIR, il-1 a AT INTERIOR 0TTO MASTER BEDROO I (4) Eck. I�t �NC� FOLLOW ANGLE OF _ r i �� VERTICAL WALL ___ WALL GAP BELOW THIRD LEVEL � GAP - �' �. � THIRD LEVEL � `� _ _ - T.Q. DECKING ,' � � � .� STEEL BEAM i •* TRUGT,) - ; T.O. DECKING SLOPING WALL-- EL. IQq -6 3/4 LU m < EE S Its) 1L P EL, IOq -6 3/ cA X • v .� � LANDINCy � m T.O. DECKING (� !C`, LANDING WALL MOUNTED EL. 106'_7" �} T.O- DEGKING RAILING ON - - -, EL. 106'-Wt" WALL BEYOND y V`lOOD WITH ENDS L,��Ic�jr� _ --(4J �a. ' C 05ET � a- ENTRY GAPPED RETURNED TO Q a _� LANDING CLOSET WALL THE WALL �, T.Q. DEGKING N LANDING 103-O° LAU RY ' . ENTRY T.Q. DECKING �. ' 4 EL. 1O" , �s 4 ci W LU SECOND LEVEL i 3=#" � 4'-I` SECOND LEVEL T.Q.. DEGKING WORD BEAM _-` .1 T.O. DEGKING EL. IOO'-0" (SEE STRUGT} �, � �(4)Y�a• ,NaiN� z r z . PHONE NICHE 5E1< ` - - - - � INISH NOTE ND'. 2 LANDING • �- QN SHEET A-2.1 T.O. DEGKING - BEARING P SANDING qb'-Il 112 41 _ ^- *EL.WALL T.O. DECKING q6' � �� - _— --- -11 1/2" — - HALL EXI5TING STAIR - LANDING A TN'2 GRADE -� -- TOILET s r - -H ` BEYOND — T.O. DECKING _-- -- LANDING EL. 3 - - --- q � 3 Ill" T.O. DEGKING EL. q3'-3 I/2 d• �^ FIRST LEVEL I , FINISHED , - VOID ti __ - - T.D. SLAB ci GRADE �. ti FIRST LEVEL FINISHED EL- IG-10 '1/4" = 1 ! T.O. SLAB GRADE E I - 'EL 114" EXISTIN10� LAiOIN6 • ' (3) Q. 4 - SLOPE TOP OF CURB LINE OF STAIR AND GRADE TREADS TOWARD5 INTERIOR OF LANDING BEYOND (7YP.) SHOWER 1"' - TILED SEAT SLOPED If2" �--.-- - -- ---- - WALL MOUNTED RAILING-� � ON WALL BEYOND WITH Ul EN05 RETURNED TO THE WALL (TYP.) �. eEc7l ON Z � SCALE: 1/4„ SCALE: 114" STEEL BEAM LL OVERFRAME E (SEE 5TRU6T.) (SEE 5TRUGT.) A CL F 43 K } y WOOD BEAM RI DGE 12 T.Q. DEGKING (SEE STRUGT.) - 110 �I Q EL- I2i'�11" • _ T -- - T-(Fl6AL EXTERIOR 1NALL GONSTR GTION WOOD BEAM LL WOOD - STUCCO DR Ix8 RS CEDAR GHANNEL LAP (SEE STRUCT.) - VALLEY 'BEAM � WOOD SIDING OVER BUILDING WRAP ON I/2 � GT � ON 2x6 STUDS WI7N R-Iq (5EE 5TRU I PLYWOOD SHEATHING AVITY, 6 MIL VAPOR LINE OF WOAD BATT INSULATION VAPOR °-�, > WROUGHT IRON GUARDRAIL GAPPED WALL IN I BARRIER ON INTERIOR FACE OF STUD AND --� WITH I 12"x 1/2" BALUSTERS D ` FOREGROUND • 5/8" DRYWALL AT INTERIOR I AND I/4" x I I/2" TOP BOTTOM 4.2 i AND SIDES f 1/2" - ---- _ x � BEDROOM-4 DRYWALLED \ BEDIJOM-5 SOFFIT - ----�. � STAIR i �, � TYPICAL I=LOOR GON'S�TRUGTION FINISH FLOORING OVER 3/4" T d G PLYWOOD THIRD LEVEL DECKING (GLUE d NAIL) ON TJI FLOOR JOISTS i - T.Q. DECKING (SEE STRUGT.) AND 5/8" DR.YI^IALE ON BOTTOM 3'-11" Il 4'1`' 3'-I6' LANDING f OF JOISTS (PROVIDE TYPE "X" AT &Ai2A6E) f,5) rt .`Ti EA LA.ND�t i T.O. DECKING EL. 545 WCDOD 6x6 RAILING r i WOOD BEAM POSTS (PAINT) (TYR.) - _-- ___- ' 'i T- `�� GARAGE r (SEE STRUGT.) - LU LANDING T.O. DEGKING ` 2x6 REDWOOD DEGKING DECK KITCHEN — - •* O..L. IQ3 (TYP.) -- REFRIG. _ - - - STAIR RANGE DF?1 VE WAY SECOND LEVEL I O-f/I/03 T.O. DECKING W ---- -- --- ALL MOUNTED RAILING iJCate: EL. IOQ,�Q, r I -- WITH ENDS RETURNED TO EXISTING LANDING THE WALL (TYP-) T.O. DECKING GRADE DEGK WOOD BEAM T.Q. DECKING 0. _ - (SEE. 5TRUGT.) EL. q6'-11 I/2" fl I L Ix4 DECK SOFFIT (PAINT) f1. BEDROOM-I (TYPJ - - __ _._ ---- LANDING r *EL.O. DEGKING MECI4. - - - -- -- - NOTE:WORD BEAM (PAINT) g3"-3 Ir2'" REFER TO GENERAL CONSTRUCTION (SEE STRUCT.) - - - - . MEGH. UNIT FLUE � NOTE ND. 4 ON SHEET A-2.l FOR SLOPE (��!'OIl�; INFORMATION CONCERNING FIRE /_�� T 14 �j RATED CONSTRUCTION BETWEEN THE FIRST LEVEL I/� 4 {F �— 5h,eet Number - FIRST SLAB _ -- WATERPROOFING ON GARAGE AND HABITABLE SPACE - - ° EL. q0'-10 1/4" FINISHED GONG. FOUNDATION 1 WALL G BADE 3-4 112 4'-2' 3'-4112" '• *-LftTyCalNta '(° ) ECG.TREAC5/ I ArYmiN, ��_---- FILTER FABRIC OVER A4 . 1 EXISTING GRAVEL a PERIMETER GRADE DRAIN EXTENDED TO DAYLIGHT. PER SOILS DATUM NOTE: I SEE / ,�} �. ENGINEER ELEVAT#DN IDO' ELEVATIONS AND SECTIONS ON PLANS, CONCRETE P ER f +�' CORRESPONDS TO ELEVATION lg68.-10' ON THE SITE PLAN STRUCT.1 SCALE: 1/4" 0� roc I A E 0 42 SNOOD BEAM 4•I 43 D NY M. (SEE STRUCT.) TFE B- t RIDGE RIDGE T.O.-DEGKIN& — - T.O. DEGKIN6 RG EL. 121"-3 3/4" - - EL. 120'-10-3/4" 11 ' HEADER I N JOIST SPAGE (SEE STRUGT) -- - - MASTER BEDRaaM 1 I w THIRD LEVEL I x r.0. DEGKI NCB -�•- - - - --- ---- EL. IOq°-(o 314" x O cz 1L - _ WOOD BEAM 11) (SEE 5TRUGT)-- Q T- LIV I NG ROOM NTRY k i � �DECK �� < tT E • L 1 I FINISHED T� SECOND LEVEL T.O. DECKING GRADE I EL. I00 _ 2x CEDAR TRIM BOARD ` EXP. ANCHORED TO - - EX15TINO WOOD BEAM --- GONG. FOUNDATION WALL GRADE _ (SEE 5TRUGT - ---- - _ --- -- .) BEDROOM-2 BATH-2 I - TOP OF FOUNDATION I WALL 15 NOTCHED (SEE ; II STRUGT.) FIRST LEVEL SLOPE T.O. SLAB EL. 90'-10 114" 0.0 - EXISTING GRADE FILTER FABRIC OVER FINISHED- GRAVEL a PERIMETER GRADE DRAIN EXTENDED TO BEC71 ON C DAYLIGHT PER SOILS ENGINEER (TYP.) ul SCALE- 1/4" 1'-0" � z C B W -j 4.2 N LL WOOD BEAM (SEE STRUGT.) �n —� RIDGE CL LU Q T.O. DECKING -- - --- - _ - V EL. 120'-8 3/8" _, _ul - I - Ltd r ) I T.D. DBL. PLT. LEDGER (SEE _ EL. 11-7'-2 I12" STRUGT.) - LEDGER (SEE WOOD BEAM MASTER ST�UGT.) I` (SEE STRUGT.) CLOSET-A '�� } WOOD BEAM THICKENED WALL (SEE 5TRUGT.) I THIRD LEVEL [� VOID V FOR. ROUTING OF T.O. DECKING - FIREPLACE FLUE '�; � � - EL. I0C'-6 3!4" T.O. DBL. PLT. --- --__-__ - - T.O. DBL. PLT. EL. 10-7'-Q" EL. LINE OF EXTERIOR BEARING WALL ON DRYWALLED T.V. EACH SIDE OF - - FIREPLACE GAB. f -- SOFFIT i DECK LIVINCG ROOM i DININry ROOM KI GH l � a I -mow -_ _-- -- �L �YLL7J� SECOND LEVEL _:.-.__ CHAS -I �O uj OL T.O. DEGKING __ FIRI=PLACE EL. 100'-O" F Date: 01/1/05 CANT. JOISTS (SEE I " EXISTING I GRADE FINISHED BEDROO -2 CLOSET-2 I' 5ATH-1 BEDRJQM--I GRADI; I . FIRST LEVEL FINISHED GRADE T.O. SLAB EL. X10°-10 I/4" EXISTING GRADE BEARING WALL - DATUM NOTE: Sheet Number ELEVATION 100' ON PLANS, ELEVATIONS AND SEGTIONS GORRE5POND5 TO ELEVATION 7g5�5.70' ON THE SITE PLAN SECT ON �. A4 . 2- 56ALE: 1/4" = 1'-0" " NY M. o TFEC �. B t, �09 A'RG C WOOD BEAM 42 (SEE STRUGT.) 41 Q RI DOE OIL T.D. DECKING EL, 123'-413/4" 0-- W 12 12 LU Q 5 0 Q OL T.O. DBL. PLATE Q x EL. 11–T'--2 1/2°' / LEDGER (SEE I Q Q � 5TRU6T.) BEDROOM 3 BEDRQQM - 4 Q S� -4 - Q WOOD BEAM CANT. JOISTS (SEE _— (SEE STRUGT) f – I STRUGT.) � (� � _ f THIRD LEVEL T.O. DECKING EL. 10-1'-6 3/4" y�i�!� – _ – C) r- T.O. BEAM EL. 10�'–O" °-�– STEEL BEAM NOTE: TE f: (SEE STRUGT) --- REFER TO GENERAL MI=GH. SYSTEM – – CONSTRUCTION NOTE NO. DUCTWORK 4 ON SHEET A-2.1 FOR I INFORMATION GONGERNING FIRE MIN. FRAMING GARAGE RATED GONSTRUCTlON I i� Ia FOR SOFFIT T 0 BETWEEN THE GARAGE -- HIDE DUCTWORK---- I AND HABITABLE 5PAGE ,F SECOND LEVEE T.O. DEGKING .� _ T – "4"'EL. 100'_0" EXISTING FdN15HED GRADE – – – – – GRADE FINISHED – – EXISTING GRADE O.' – GRADE FILTER FABRIC, OVER GRAVEL ® PERIMETER p i DRAIN EXTENDED TO DAYLI&HT PER SOILS Q FIRST LEVEL ENGINEER (TYP.) T.O. SLAB i EL. GO'–IO I 14" Z z 0) 5EC71 ON E SCALE: 1/4" = 1'-0" < �n0 �) � < < z � Z :r -1 KQ �S) -A Q 0 DATUM N07-E: ELEVATION 100' ON PLANS, ELEVATIONS AND SECTIONS I CORRESPONDS TO ELEVATION -7G5b_-70' ON THE SITE PLAN gi 'a 3 Dote.. 0-T/l/05 Revised: Sheet Dumber A4 . 5 I C04 Y M. NINDON SCHEDULE y . B � WINDOW , G ELEVATION LOCATION OPERATION "MANUFACTURER" ROUGH OPENING HEAD H67. EGRESS COMMENTS F SYMBOL HORN. x VERT. fl/ RC FIRST LEVEL SOUTH BEDROOM-2 CASEMENT PLGGM2g53 2'-5 3/4" x 4'-5 3/4" 6-10 1/2° VERIFY HEAD HEIGHT w/ HEAD HEIGHT AT DOOR Q SOUTH BATH-2 AWNING PLCAW3525 2'-I1 3/4" x 2'-1 3/4" 7'-41" r— 9 G, NORTH STAIR CASEMENT PLGGM255q 2'-1 3/4" x 4'-II 3/4" 8_I"° HEAD HEIGHT 61VEN ABOVE STAIR LANDING SEE NORTH ELEVATION Q- 6- NORTH BEDROOM-I CASEMENT PLGGM2g53 2-5 3f4" x 4`-5 3f4°' 6-10 I/2 VERIFY HEAD HEIGHT w/ HEAD HEIGHT AT W C) DOOR Q 'F E WEST �. BEDROOM-1 FRENGH SLIDING DSGSFg682 OX 8'-O'" x 6'-10'" 6'-10 112" SEE NOTE #6 AT LEFT X cz WEST BATH-I `PLGGM2541 2'-I 3/4" x 35 3141, 6'-10 II2" VERIFY HEAD HEIGHT w/ HEAD HEIGHT AT X LL DOOR 1P WEST CLOSET CASEMENT PLGGM254I 2'--I 3/4" x 3'-5 3/4'" 6'-10 112" VERIFY HEAP HEIGHT w/ HEAD HEIGHT AT DOOR Q rail WEST BEDROOM-2 FRENCH SLIDING D5G5Fg682 XO 8'-O"' x 6'-10" 6'-10 If2" CL SEE NOTE #6 AT LEFT �Q _ c N C� SECOND LEVEL - Q W z SOUTH LIVING ROOM FRENCH INSWING PLGIF3782 3'-1 1/4" x 6'-I0" 6'-10 1/2°" SEE NOTE #6 AT LEFT Q SSOUTH LIVING ROOM CASEMENT PLCGM2g47 2'-5 314" x 3'-Il 3/4" 6°-1I" VI=RIFY HEAD HEI6HT vas/ HEAD HEIGHT AT ENTRY DOOR SOUTH 4 EAST LIVING ROOM FIXED CUSTOM 8'-6" x 2'-5 3/4" VERIFY HEAD HEI6HT N1 HEAD HEI6HT AT ENTRY DOOR SOUTH ENTRY CASEMENT PLGGM2547-2 4'--2 3/4" x 3'-II 3/4" 6'-11" VERIFY HEAD HEIGHT wl HEAD HEIGHT AT - ENTRY DOOR EAST ENTRY 3'-0" x 6'-8' ENTRY DOOR 6 PANEL DOOR w/ FULL SIDELIGHT - 1'-2" SIDELIGHT `�-5 3/4" x 6'-10 9121, 6'-11° VERIFY SELECTION vv/ OWNER BEFORE ORDERING - SEE NOTE #6 A7 LEFT NORTH GARAGE CASEMENT PLCGM2547 2'-1 3/4"" x 3'-II 3/4" ,'- '' NORTH STAIR CASEMENT PLGGM255c1 2"-I 3/4" x 4'-II 314" 8'-1°1 HEAD HE1614T 61VEN ABOVE STAIR LANDING SEE NORTH ELEVATION NORTH STAIR CASEMENT PLCCM255q 2-15/4" x 4'-11 314" 8'-1" HEAD HEIGHT 61VEN ABOVE STAIR LANDING SEE NORTH ELEVATION WEST KITCHEN FRENCH SLIDING DSGSF72a6 Ox 6' 0° x 8°-O" SEE NOTE #6 AT LEFT z U WEST DININ6 ROOM FRENCH SLIDING DSG5Fg6gb Ox 8'-O" x 8'-O'° 8'-0 1/2" SEE NOTE #6 AT LEFT WEST LIVING ROOM FIXED GUSTOM-2 5'-10 3/4" x VARIES VARIES CUSTOM TRAP ABOVE W 5:12 PITCH - FIXED ASGAW355q-2 5'-10 314" x 4"-II 3/4" 8'-0 112"' AWNIN6 A5GAW3517-2 5'-10 3/4" x 1'-5 3/41" FIELD VERIFY SIZE LL SEE NOTE #4 AT LEFT ('�� FIXED GU5TOM-2 5'-10 3/4" x VARIES VARII^S - WEST LIVING ROOM FIXED ASGAW355G-2 5'-10 3/4" x VA IES VARIES II2" CUSTOM TRAP ABOVE w/ 5:12 PITCH - � � J (J AWNINC> ASGAN3517-2 5'-10 3/4" x 1'-5 314" FIELD VERIFY SIZ)s [ _j LU — SEE NOTE #4 AT LEFT - V [L < < > THIRD LEVEL LU W_ � 0 C� z z T - � SOUTH MASTER BEDROOM CASEMENT PLGGM3541--2 5"-10 3/4'" x 3'-5 3/4" 6'-q"' '`� Q � i } >U BB EAST MASTER BEDROOM CASEMENT PLGCM3541-2 5'-10 314" x 3'-5 3/4" 6"-q" EGRESS I r� ' GG SOUTH ,BATH-3 CASEMENT PLGGM2541 2'-1 3141, x 3'-5 3f4" 6`-�{" � � W SOUTH BEDROOM-3 CASEMENT PLGGM2541 2'--I 3/4 x 3°-5 3/4" EE EAST BEDROOM-3 CASEMENT PLCGM2g47-2 4'-10 3/4" x 3'-I l 3/4" b'-q ' EGRESS FF EAST BEDROOM-4 GASE/FIXED/GAGE A5G611 1747/2847/174-' 5-3 3/4" x 3'-11 3/4" 6'-q'" SEE NOTE #4 AT LEFT SG 7 2'-5 3/4" x 3'-II 3141, b'-q"' EGRESS I, ALL WINDOWS ARE "PELLA" GLAD WINDOWS E UNLESS OTHERWISE NOTED. NORTH BEDROOM-4 CASEMENT PLGGM2g4 2. ALL WINDOW R.O.'s ARE BASED ON "PELLA" GLAD WINDOWS, IF ANOTHER MANUFACTURER 15 HH NORTH BEDROOM-5 CASEMENT PLGGM2g47-2 4°-10 3 4"' x USED, IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE ROUGH OPENINGS AND f 3 11 3/4 6 -G EGRESS NOTIFY THE OWNER OF ANY DISCREPANCIES. 3. VERIFY WITH THE MANUFACTURER, THAT THE SIZE OF THE WINDOWS DESIGNATED di NORTH STAIR CASEMENT PLG6M255c3 2'-1 3/4" x 4'-II 3/41' 8"_1° HEAD HE16HT GIVEN ABOVE STAIR LANDfN6 TO BE E&RE55 WILL MEET THE CODE REQUIRED OPENING SIZE AND SUPPLY THESE SEE NORTH ELEVATION WINI70W5 WdTH EGRESS HARDWARE. JJ CONTRACTOR WHICH, IF ANY, WIN 4. VERIFY W/' WEST STAIR FIXED PLGGM2q 35 2"-5 3/4" x 2'-11 3/4" 6'-q'" HEAD HEIGHT 61VEN ABOVE LEVEL THREE WINDOWS ARE TO BE FACTORY MULLED. DECKING 5. HEAD HEIGHT GIVEN IS ABOVE SLAB AT LEVEL ONE AND ABOVE FLOOR ? WEST MASTER BATHROOM AWNING AS-AW2525 2'-1 3/4" x 2'-1 3/4" 6'-q" DECKING AT LEVELS TWO AND THREE UNLESS OTHERWISE NOTED, Date: 07/j/45 6. ADD 1/2" PLYWOOD SILL PLATE a 5LIDI146 DOORS, FRENCH DOOR, AND ENTRY DOOR. LL NORTH MASTER BATHROOM CASEMENT A5GGM1725 1'-5 3/4" x 2'-1 3/4" 6'-q°" 7. GLAD DOLOR TO BE STANDARD WHITE. Revised: 8. REFER TO ELEVATIONS FOR OPERATION. WEST MASTER CLOSET AWNING PLCAW352G 2'-11 3f4" x 2-5 3/4" q. PRIOR TO ORDERING VERIFY TEMPERING REQUIREMENTS WITH THE LATEST ADOPTED EDITION OF THE "UNIFORM BUILDING CODE", NN WEST MASTER CLOSET AWNING PLCAW352q 2"-I1 3/4" x 2-5 3/4" l` 10. THE GONTRACTOR WILL SUBMJT SHOP DRAWINGS OF THE WINDOWS TO BE ORDERED, TO THE ARCHITECT FOR REVIEW, OR WILL BE RESPONSIBLE FOR VERIFYING THAT THE WINDOWS WEST MASTER BEDROOM AWNING A56AW351-7 2`-11 3/4" x 1'-5 3/4" SCHEDULED ON THIS SHEET ARE CORRECT FOR THE LOCATIONS INDICATED ON THE PLANS AND ELEVATIONS. Sheet Dumber A5 . 1 DATE= 0-7/01/03 FILE: Moulton-51 DRALLN. Autodroft REvl3ED: REvISED: O Qi R f G/SP �O •0 Cltq •• A. ; • 4 65 r ; •. .•• ems* . S/0 5-7' 12'-I I" 5'-11" TOF=8`1'-O" G TOW=q3'-6" L- G STEP _ -____- _ -__-_ TO TOF=Bb'-10" S TOF=q2'--2` A TON#=100'-O" C TOW=q2'-O" I 1` i . ___ �.________ _J " I " TOF TOF TOF r-T- ----- 2'-&* � 4,,---- ------___-.-�_-- ' , 5 TES ! x ------- - I 1 5 �W 1 iT.O. =100'-0' - ,L t 1 I I TOW=qO'-10-I/4" r----- -� I ITYPIGA AT PERIMETER STET' _J i I rOF=q4'-6" TOW /' I I/'� �_ -_j I I STEP f ------- i TOF=q6'--!" 3 S E N E RA L. ! �l L/ 7F 5 ! I TOW Al) t r _ _--� 1 p j —1 =qq'_4" F 1 1 4'-q` 1 f i t `- P L [V I I STEP I I t(3 i2$-I" 5 i 5 � i I j f TOF " SLOPE SLAB I F c1' 12' O This structure has been designed to meet the requirements of the lqq-? Uniform 8 i I I'-8 " I _j L__J I 1 11 -2 TO DRAIN TYP. Budding Code with amGfdment5 as adopted by the Town of Voll. I 1 i # I TOW=qO'-2-i/4" ! I FD, t I 3? I 1 I i „ cal Q All omissions or conflicts between various eletrow*5 of the Working drawer TOtN=100-b CO and/or specifications shall be brought to the attention of the 5tructurai "Ineer STEP T.O. LE06EE=qq'-q-3/4" i -- ,rte - 1 i } 6? before proceeding with any work so Involved. The General Contractor shall verlfy W r -- �` t� STEP all dinenslon5 and condFtlons at the job site and shall be responsble For the _ L------J I I Okf T-91-1 ! I p 4'-1" r- ___-i ! 4'" FIBER REINFORCED n�ecans, methods, techniques, sequences and procedures associated with this 1 1 TOF=qO'-b-I/4"� 1 SLAB ON GRADE 1 I if project. Furthermore, he shall be responsible For coordination of all work and �__ .. 1 Ir----______ _____ - I r fnaterral5 klcluding those FurnNShed by subGantrtaGtors. The Structural Engineer I ( ! I # I ( shall be contacted during the corKtruction phase to make the job site Inspections # 1 I 11 I 1 L_ r i.________-_-.- ----- necessary to confirm that the actual field condltlon5 are consistenet with the 1 ! _ 10'-4" --� I pr L r �_ I - J ` design assumptions and that the construction 15 proceedlnq according to the 1 ! I 3,_btl I 1 i 5TEP I l SI LAt? tans sand Ificattons. __J I B P spec - ! I --- - � TOW I I A 1 I E r•------ --------. 1 ; 1 TOW=qq'-4" Live Lood5 Used In Design: I 1 1 1 I N'�M' Py I I Roof 60 f f I _ ____-- Ftoors 40 psF 1.2"Ox4't PiER " ! 1 I TOW=100'-O" 1 WITH 1 #5 VERT. 12-3 ! ! 4" FIBER INFORGEp T-q` I 1 F q 12 Decks 100 psf ON PAP INDICATED I$ I�'-3" j j SLAB ON <5RADE 1 l F.D. i I Earthquake Zone I UBC rl'-7 WITH 1 #4 DOWEL I I 9 -10-V4 I I I I 41"-b" 50 mph, Exposure 13 (TYP_ 6 PLACE-5) & i i �s{� " T01N q0'-I 1/4 I I I I T =100'-6" I l The fokxic7 ation design for this residence Is based upon an assumed bearing I TOF-8-7'-O" , " I I STEP STEP I I Capacity of 1500 psf and an assumed lateral pressure of 50 pcf. _J L - I -4 -4 I TOF TOW •I 1 A licensed 5o115 lneer shall be contacted dw excavatlon to P 1 A I --- -- -------- Werevot the site and confirm that conditl ins are consistaM with these /; _ _ ! 1 1 1 1 1 x -- c►ssumptlorks. The General Contractor should revle►w the 5otls l=ngtneer's report �,/ r I 1 [and follow its recommendatkX►5 for excavation, backfllllrq grading and dra#10ge 1 1 1 L-__� L___ I/� � tams. 1 i 1 3' r__------i I - __-- „ _ , # ! ! r (1 TOF qb --7 TOW-100-O STEP ? I L_-1 r_J r-"-----_______ --_ __� I � I F A TOW - - I ! 55 TOW=q9'-4" 55 L------------- _--- ---- I T.C. L =9q'-q-3/4" ! 1 ` 3' 2'-I011 8' TOW q0-2-I/4 I i STEP 4'-b 1 I TOW All framing Ikxnber to be #2 'Doug-Fir or better. (Ali becar-ing wall studs to be t ( I I I 1 2xb a 16` o G. per LW_ Tables-R-3a # # I _ _-i I TOW=100'-O" I I # I " " l L_ _J L- _J 1�_zj All Micro=tam's to be manufactured by Trkrs Joist MacMlllan and conform to the F I I 1 Id ollowcble stress requirements for a 1 3/4' I.6DF Micro=Lam LVL. I 1 i�J _ --- ----- 1 All TJ1 joists to be manufactured by Tres Joist t- cMlllan. G 5TEP "� All GIue-lam beams to conform to the allowable stress G _ _ STE I ! 5 TOW 1 N Q PA:�W TH 11 #4 DOWEL Ib TO regvlrement5 For a F24-V4 combination berm. j - - i ,q 1 I g g' w " All ccxxkection hardware to be by the Simpson Compc". 3-1 I ! r TOW=qO'-10-1/4" STEP I r 1 I TOW 8'-T " - q, All roaF decking to be 5d8" t~.-G Ext-APA 32116 plywood. Nall with L__ _.•.J 4-3 1 U 10d O 6' ox,. at panel edcle5 acid o 12" oz In the field # 1 i--- _---__ TOF=qO __ I " 0 '-6-I/4 All floor dock" to be 3/4" G-D 1nt-APA 42/20 T46 plywood. 6k)e - 5t>errthlny to joists with F'L400 and Hall wllh IOd • 6" O.G. at panel edges LU 1 I I TOW=qS'-q" cvnd 12` o4. In the Field. ToF=e-r'-O" --- --- --- --�` ., ��OT� �� '�� TOW=q2'-q" T =44'-q G �� All wall sheathing to be 11" O.S.B. Nall with 8d o 6' o�. at panel edges 55 STEP SIZE #'�INFORGING and 12' o-c.. In the Field. rOF All con ete to attain a compressive strength of 3000 psi In 26 days. 51 2. lam/ 2'-O' x 2'-0" x 10" 3 #4 E.W. e All relnforc" burs to be Grade 60. 21-b" x 28-6" x 10" 3 #5 EY4, All steel bolts shall conform to ASTM A30-7 5pec1flcations. B B 3'-0" x 3'-0" x 10` 4 #5 E.W. LH All tube steel columns shall conform to A5TM A500 ecificatis. r_ _, r � � on i i r 1 �D 3'--b" x 3`-6 x 1011 5 #5 E.1N. r All Steel beams, plate and angles shatl acxtforrn to ASTM A36 speGiflcatloris. ! I ! 4'-6" x 4'-b" x 10" 6 #5 E.W. 1 1 I ! L_ _J L_ _r T--0�' 20'-11� 5' r-OL)Nr:� A71 ION FLAN i c1 f) (9 '4 � NOTE: ._ FLAN ELEVATION DA1VM ELEVATION -IigSb.T ALL EXTERIOR WALL FOOTING5 ARE 10"X163. TYPICAL UNLE55 NOTED OTHERt4I5E. i DATE: 0Z/01/03 FILE: MmIton°52 DRALN: Autodroft REVISED: REVISED: IL 9 57AIR5 PK . a 3 0 ' x 4X ;E L( II_ L 1--7/- L i- r LU5210 S (r ' 1 31 1I- /5 LNIL b H 1 m • � �� BO � 2X1 B E A R I N 6 W L O N +� MI T41 1. 5 PC 2x10 LEDGER /4> Rf L WITH 5-I6d VL °ter ' 16" O.G. ( A r�' I TTI1.88 �^ TYF. `J . f /4 XJ I-Wbj I—/b LVL x' GI388 - I /4 /8L BASE FL ) TYPICAL Ix/ b � U +� L3 � 2 2X1 0 JA R I { G MALL H +b. j 5 -� T. T P X. LU5210 > > > > x fix x I x I x IIx F, T' P 1h, TOP B LIO K � N F1.^ LAI• �� j Lq0 L4a I?IM 4.X1 .537 3x12 TREADS • d TAq TREAD ANGLE'S U410 ' � f • _ '�. .SISiN �l x cv —1 5ECCN LL V L FLAN I/4 = l -0 VJ NOTE: INDICATES DIRECTION OF II-VB TJI/PRCJ 250 JOISTS ® I6" O.G. TYPICAL UNLE55 NOTED OTHERWISE. ALL EXTERIOR WALL HEALERS ARE 3-2x10 WITH SINGLE 2x6 TRIMMERS. � \ TYPICAL UNLE55 NOTED OTHERN15E. J' HANG _10151-5 FROM ELU54 BEAMS WITH ITTI1.55 HANGERS. TYPIGAL. DATE: 01/01/03 FfLE: Movlton-53 DRAUN: Autodroft REVISED: =� REVISED-. RE GISTF Gd• �CHq��.•fir 14965 m; y . S !ON L\ r' E 10. ,'j�� INVERTED '- X . I - V1- M I T41 l.8b — -6- �4 5 T A I R 5 3 OPEN T. X I1-T1b LVL \A--7-t xi I- _ Ij I T41 Ibb 3- •1-3 4 X #b LV (FLU5H HOTTOM) 5-i/E X IFS G L U E LoOk M ry+ W 14 x - Lu H + J 3-1-5/4 14 Lv ITTII 88 �ij' r�'� �� < OR W I x 1 '�. }• } t io W- IO X 1-7 • +- X +� IY < b 0 QQ LU ��0, 5- 1-314 X 18 LVL (FL05H SOTTO Y • } T HGLTV551b x +b H •10 x fl � q;F - (FLUSH) LU X. /K 7HI LEVEL r- R-,A� JN& FLAN 1/4" = 1'-0' 6 NOTE: -� INDICATE-5 PIRECTION OF 11-1/b TJI/PRO 250 JO15T5 o 161' O.G. TYPICAL UNLESS NOTED OTHERWISE. Lu ALL EXTERIOR HALL HEADERS ARE 3-2x10 WITH SINGLE 2x6 TRIMMER+. ` TYPICAL UNLESS NOTED OTHER.WI5E. 1! i� r Y DATE: 01/01/03 FILE: Moulton-54 ORAU.N, Autodraf t REvISED: REvISED: 14965 m: SS�O N N,\- IWERTED SIJR/L210-2 LqO GUT RAFTERS DOWN Lqa 2 X 10_ S013FA5GIA 2 x la A5GIA TO q%4° DEEP AT Q FACE OF STUDS TYPICAL If I __ — Z7 4 — m + .a - u U �. 2 1 x 1 12 - 16 O, Lu I m •� m -1 4 > R) d) f I6� O • m,. r x ry ? x �O N u o 4F L +o 0 2 2 L D W I x O w,y++o < V-1 10 4 r (Y 2- 1/2",Pxb I I d xI C .O.XL w II fit �1 +� — q cti CV. LUS 10 � • a '( 8.3/ j 77A 1 LUE AM - X I N fo • ' I &LUELAM RIDGE BEAM I TERMINATES AT OUTSIDE fo ( 04 •4 FACE OF 5TUD GLUELAM RIDE BEAM 2 X 1 12 TERMINATES AT OUTSIDE FAGS OF STUD I x _�?�L AM FL Wr-� + (DR I I. +� 4 �� - 1 � , I Q • / - + 210 rip I- n � +b IOL I ,y Ll�.> G. y W1-242 L R 2x10 LEDDGER x. x 2 IO 24" O.G. 3- i/2"" xb m I TL "' G, 5-16d oi6`"O.C.� .�� L6210-2 L +�. n �• '`� 8. x 12 Ll � C°r� c X, D E 2 x 1 1 G. / (r �, GB88 BASE 55 TOP Lu z I 1\-A + �� OLUELAM RIDE SEAM tv� -. 2 I TERMINATES» AT CJUT5IDE 2 .1 6 ; �© FAGS OF STUD I � L, z q0 f � 2 x Ia sUBFASGIA L5g0 � I N FLAN BOTH 51 DES 1/4'" = I'-a' Lu INDICATES DIREGTION OF 2x12 RAFTERS ® 24" O.G. TYPICAL UNLE55 NOTED OTHERWISE. {� ALL EXTERIOR WALL HEADER, ARE 3 - 2 x 10 WITH 51WILE 2x6 TRIMMERS. TYPICAL UNLESS NOTED OTHERWISE. CUT ALL RAFTERS DOWN TO qV4" DEEP AT OUTSIDE FACE= OF STUDS. jL_ (� z Vl V DATE= 01101103 FILE: Moulton-55 DRAU.i1N- TMB REvISED= h A.B. 4' D.G. �" A.B. a REvI3ED= 4' O.G. 4 O.G. A 4' O.G. L_--- 2 #5 CONT. 15" EXPANSION EXPANSION TOP � BOT " SLAB MATERIAL MATERIAL - -. �- 4 5LAi 3 4' O.G. 4" SLAB % . R E G/ /� o�'• '��`ichrq �, 9 2 #5 CONT. :2 U 5 '\ TOP 4 ^': . BOT " GRAVEL • 4" GRAVEL • " EXPAN5ION 4„ ,r�s••...•• C� GRAVEL 4 /0 N Al 2 #5 GONT MATERIAL TOP 4 B0T ` 2 #5 GDNT, d TOP 4 B0T * #4 a 24" O.G. uj z 18 � #5 a 12" O.G, � z b"" #4 0 18" O.C. Q 2" - #4 a 24" O.G- ", A.B. 0 b 2," #4 1f Ib" O.G. UA b # #4 0 12" Q.G. 4' O.G. 4 0 Ib" O.G. LU #4 a 12" O,G. LU 24 to 18 4' 5L.AB #4 0 12" D.C. • #4 0 I6" O.G. b 24 r 4" 10 �" EXPANSION r d 2 #5 GONT, p MATERIAL#'S o 12" D.G. * 4"" MATERIAL N51ON - ' 4" 8" 8» 4 4" SLAB u1 • 4" GRAVEL 4" SLAB 4 #5 GDNT. 0 r -�i I� � DRAIN - SEE +' � 2 #5 GDNT. ► • �: `• •* -'.. 411 41" SOILS REPORT O U #4 0 12" O.G. -� 4"' GRAVEL r U 2' 5- . t� 4 GRAVEL 2 #5 GOVT, � �» � � � � I � 1 '�1 A 4 DRAIN - SEE 5EC710N 2 #5 GC7JT. 4' �» !'-O„ » SOILS REPORT 41" 1' DRAIN - SEE NO SGAL E f NO SCALE SOILS REPORT `" -c 5EC71CN 0 Q cn NO 5CA NO SGALE 5E: Co, 71 O 5 R3 NO SCALE ;� Q 2 #5 COW. 2 1/2"2 1/2" TOP a BOT d 1/4" END PLATE 1/4" END PLATE 2 2-5/8" 4> M. B. I �— 1 112" 4" SLAB w ID x 3a IN 10 x 341 3 - 1 3/4 x 11 -7/5 LVL 4-5/8" m A325 A.B. 1 1/2 I - 3/4"4> X 12" LAG 2112 8 X BEAM COUNT8;Z5lNK TO ACHIEVE 4" GRAVEL + 4" PENETRATION 2 Il2 POUR SLAB 3" OVER WALL 18 3" ! 1J2" ® 4 O.G. z 6WWT NUMM -14 PL 3/4 x8x0-8 4 0 24 O.G. GAP PLATE • x 8" x D'-q" GAP PLATE h" x e" x 0,-q,, FLAN # ,� � 2-5/8" A325 2-5/8" (P A325 1/4" PLATE SADDLE TUBE STEEL COLUMN 18 -- 3/16 v #4 o 24" D.C. 4" CONCRETE SLAB 6 " EXPANSION MATERIAL PQSB UM TUBE STEEL COLUMN TUBE STEEL GOLN ISOLATION JOINT AROUND COLUMN • • - 3/4" NON-5HRINK GROUT CONCRETE FOOTING - 2 #5 GO T. a a TAIL 4," 4 SOILS - SEE " •, . a 501 LS REPORT E: 7 I L J Z`o) E: 7AlL I SCALE ]"=I'-O" SCALE 5/4"=1"-O" SCALE 3/40=1'-O" ELEVATION NO SCALE Z� EE TA I Lo H NOTE, SCALE 2'-1'-•O" BOULDER PLACEMENT CRITICAL TO PROPER PERFORMANCE PLACEMENT TO BE 5UPERV I5ED BY A LICENSED ENGINEER. FINISHED C�RAtJE -'/e" PLATE BOTH SIDES FULL STRENGTH ll Il Il 2'N BOULDERS TYPICAL BEAR 2-2x10 RIDGE ON BUTT WELD TOP d 5TRAP WITH TWO L5TA24 STRAP TIES a°a°a as°p°Qa °a°4 I °° o �a°o Y- °°n 5 LH a n t.J 0 O �C1 0Qo o c 000 " 0 0 0000°000 f� GO ACT 00 n ° FREE DRAINING i SURF GE MIN. a©0o°°©°00 GRANULAR BAGKFILL W 10 x 22 0 0a0°noaonaa° FIRST I'-D" BEHIND ' LAYBAGK a0,000,090%.o.oa°� 00000 BOULDERS. ya" END GAP n 7 ° °a°° ° _ 31b" BASE PLATE L� �I I '°°O0000aa0n° INTO FRAMED WAL °°°°n° 4"4> PVC, DRAIN IN I'-O"x I'-Q" WASHED ROCK II 8 FILTER FABRIC-DRAIN TO DAYLIGHT V J L 50 � l:;) ER RE AININS A SCALE 3/4'=I'-0" (Yl LIT 14 i I9P,4 111 A`,if'1{AL- 1 � V SEWER MANHOLE y 'RIM 1-1 7947. 9 _� r- INV, EL - 7942" 8 'i r. BASIS OF ET-E:VAT I'ONa / WATf=F� WAP- Vl N 87`37'13' W 139.19' (� �. LOT 1 If t f VI:>ICTN Pl 1,151 Ai FUND M❑NUMENT40' W. C. - C� } ALUMINUM CAP ON RE BAP LS k120695 Sp� S.URVI_YOR`S CLR T IF ICATE 44 ©` I, Stan Hogf-eldt, a Professional Land Surveyor registered under the lows of 14 ' S F- the State of Colorado, do hereby certify that this topographic 5urvey was made by me and under My supervision, and that the survey is accurate and 1 correct to the best or my know(edge G `SCI' SE IBACK FROM _ Lllt,f ❑F C.[1NCRETE L)RIVE Stan Hog HIGH WATER MARK i r� CE.NI F PI.I NE GORE (,R[L K GORE CREEK f C_:nl S. 65 '$ _ orado 1'. �y F LOT 15 = Q, 2663 ACRES //� t J� r � e fff 1f BUSHL IN[ R U r� ✓ EDGE [If LANDSCAPE ING 1� i c. 71 NOTES 1, I) IlA1F Of SURVEY 8,,,06/01 C3 I FOUND MONUMENT 90 W l c i SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR SPRUCE CREEK R I ALUMINUM ofcCAP ON REE�Af? �� EASEMENTS ❑f RECORD mr-HER THAN PL-ATTED), ENCUMBRANCES, f�iu r,, 1 l S of"w")" �Q Rf'Srkl('TIVF COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY ETHER T©WNH❑MES � � I I , �, +' FACTS THAT AN ACCURAtE AND CURRENT TITLE SEARCH MAY DISf.'L❑SE. Li • ;K ��' 3i NOTICE.- ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 100 YEAR FIJIODPI_AIN CIO ' ACTICIN !;ABED L)PON ANY DEFEf; I IN THIS SURVEY WITHIN THREE" YEARS INTERPOLATED ERI3M\ t AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY .1 ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE HYDRO-TRIAD LTD. �, P 0 THAN TFN YEARS 17ROM 7HF DATE OF THE CERTIFICATION SHOWN PLATE NO. 6. DATED HE RE.(IN. MAY. 1975 i 5) BASIS OF EL-EVATION SEWER MANHOLE INVERT ELEVATION AS SHOWN HEREON .' 6> BASIS Of PROP'ERT'Y LINE LOCATION= ME]NUMENTATION AS SHEIWN I, l_0T 16 7) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE if I i' AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NF CESSARY 10 DETERMINE THF. TRUE DIMENSIONS OF THE LOT AND l SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS- APPROXIMATE CENTERLINE GORE CREEK\� 7' INDICATES CONIFFROUS TREE AND TRUNK DIAMETER SEWERLINE INDICATES DECIDUOUS TREE AND TRUNK IIIAMETER -$- PROPOSE D SE WF RL IN[ ! EASEMENT PER Ll E V S. 1). (J1�1lL� I)coirrec f cA ! _ ' ;n j Ct�t1C�a�+►�,� �' "�plwr, wet e- 4V See- (-CvjSej 5ut-ve,-- ba�eA PP f 4' 10' 20' 30' 5 -64 TOPOGRAPHIC SURVEY L ©T 1 S , VAIL VILLAGE WEST , FILING NCB. 2 TOWN OF VAIL , ?9 PiIG111kAY t 24. EAtaIE v ►I EAGLE COUNTY , COLORADO E_DWARDS, -,o 81632 (910)949.-1406 BKB 8117101 J 0 R N LOT 14 / EDGE OF ASPHALT SEWER MANHOLE RIM EL = 7947. 9 FOUND MONUMENT40' W C. f INV, EL - 7942. 8 ALUMINUM CAP ON REBAR r �f (BASIS OF ELEVATIOND LS 120695 (-�q/X l WATER VALVE 1f019 ' � N 87.37'13• w 139. 9' o 4�''<'� '- — I- UTILITY LLiT 1 - - --- -- � _� s EASEMENT 5� �- TELEVISION PEDISTAL 7949. 5 - +(*� 7959. 1 8Q. C3 y� HIGH WATER MARK \ GORE CREEK I I BUILDING r' OUTLINE / EDGE OF LANDSCAPEING LOT 16 LOT 15 SPRUCE � r 0. 2663 ACRES �- CREEK W Y' �� EDGE OF CONCRETE DRIVE TOWNHOMES 1� , 7958. 7,, a o a=. I a � 1 I 1 o 'J 7951. 4 NOTES r 1) DATE OF SURVEY. 9/15/03 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, 1 j \ I' DIAMETER D3 RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER r CONC PIEW t FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. � (TYPICAL) � • �� 6 3) NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS N 100 YEAR FLOODPLAIN N AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY N INTERPOLATED FROM\ P ` ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE HYDRO-TRIAD LTD. V \ THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN PLATE NO. 6, DATED 11 FOUND MONUMENT 90' W. C. HEREON, CD MAY, 1975 ALUMINUM CAP ON REBAR Z LS #20695 4) MEASUREMENTS AND ELEVATIONS TAKEN TO TOP OF FOUNDATION WALL. 5) BASIS OF ELEVATION, SEWER MANHOLE LOCATED ON LOT. (SEE DRAWING) 50' SETBACK FROM II:ENTERIINE GORE CREEK LOT 16 6) BASIS OF PROPERTY LINE LOCATION: FND PROPERTY CORNERS ON LOT. (SEE DRAWINL:) 7) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE 0' 10, �DQ" 30' AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD APPROXIMATE CENTERLINE _ ___ BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. G❑RE CREEK k SCALE! 1, - 10' 13) NO POSTED ADDRESS AT TIME OF SURVEY. SEWERLINE 9) NO DRIVE AT TIME OF SURVEY. IMPROVEMENT LOCATION CERTIFICATE " Ir 1 hereby certify that this Improvement Location Certificate was prepared for DIDIER CONSTRUCTION TOWN OF VAIL that it is not a land survey plot or improvement survey plot. and that it is DESIGN REVIEW not to be relied upon for the establishment of fence, building or other future STAFF APPROVAL improvement lines. RECD �� O PROPOSED SEWERL I NE I further certify that the improvements on the above described parcel on DATE: q-�5-0-3 EASEMENT PER U. E. V. S. D. this date, 9f 15/03 , except utility connections, ore entirely within the RECD 7�0 - _ut�� boundaries of the ,parcel, except as shown, that there are no encroachments STAFF: upon the described premises by improvements on any adjoining premises, t except as indicated, and that there is no apparent evidence or sign of any 03 _ 0 f 1 A easement crossing or burdening any port of said parcel, except as noted. [ Stan Hogfg� ` -' ^rr+i IMPROVEMENT LOCATION CERTIFICATE Colorado R-L. 7� s 0$ - L ©T 15 `�.• = DATE: :�v VAIL VILLAGE 'W'EST FILING N0, 2 41199 HIGHWAY 6 & 24, EAGLE-NAIL --- ��' �� .�.•,-�� TOWN OF VAIL P.O. BOX 1230 EAGLE COUNTY , COLORADO LIDWARDS, Co] B1632 (970)949-1406 KD 9/19/03 15661LC.DVG JOB No. 1566 ..Am low (BASIS OF ELEVATION PER EAGLE RIVER WATER & SANITATI❑N LOT 14 DISTRICT SEWER ASBUILTS) SEWER MANHOLE RIM EL = EDGE OF ASPHALT 7947. 9 I NV. EL = 7942, 8 Ir ( INV. ELV. PER NAVD88: 7947. 6) FOUND MONUMENT 40' W. C, ALUMINUM CAP ON REBAR LS 1120695 �� °�` - X WATER VALVE ,f}� - N 87.37`13' 'W 139.19, �� — � - - - - UTILITY LOT t T — — — — — -_ __ _ _ — — — ^ — — — — — — ` EASEMENT TELEVISION PEDESTAL 485' - - 3z1- - - - -- - - O I j ` BUILDING I f I f OVERHANG 9 SQ�O O • I r 7980. 5 ?3.6 7958. 7 X gip. ! r � PEAK 749 2 i GARAGE LAB � 1 HIGH MATER MARK - \ / llECK I ` BUILDING 7979. 6 GORE CREEK x X 7949. 5 3$ OUTLINE PEAK I 1 iv LOWER LEVEL 7982. 2 - - / EDGE OF LANDSCAPED I-'y CONCRETE r j . LOT 15 PEAK +L . ' AREA LOT 16 f( SLAB 1 N I �.9 7979. 3 0, 2663 ACRES X \ r j PEAK i SPRUCE Y r _ I X_ i r EDGE OF CONCRETE DRIVE CREEK I 5.51 } .. , TOWNHOMES I i 79 PEAK 60. ° CONCRETE WAL,tS ; )� 7949 2 P r BUILDING it OVERHANG ( r ROOF OVERHANG r f I 1, r.C• � NOTES: 1) DATE OF SURVEY 9/15/03 + UPDATE: 12/2/03 + DFCK 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER 1 FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. LLJ 3) NOTICE; ACCORDING T❑ COLORADO LAW YOU MUST COMMENCE ANY LEGAL ` Ib ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS cu (i N AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE H THAN EREON. CD YEARS FROM THE DATE OF THE CERTIFICATION SHOWN o I FOUND MONUMENT 90' W. C. Z I ALUMINUM CAP ON REBAR 4) MEASUREMENTS AND ELEVATIONS TAKEN TO PLYWOOD TWO STORY BUILDING, LS #20695 UNDER CONSTRUCTION. �f 50' SETBACK FROM 5) BASIS ❑F ELEVATI❑N SEWER MANHOLE LOCATED ON LOT (SEE DRAWING) :I I CENTERLINE GORE CREEK LOT 16 l� J 6) BASIS ❑F PROPERTY LINE LOCATION: FND PROPERTY CORNERS ON LOT. (SEE DRAWING) t 0' 10, 20 30' I ') BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE APPROXIMATE CENTERLINEi AS SHOWN ON THE SUBDIVISION PLAT ONLY, A BOUNDARY SURVEY WOULD GORE CREEK I 1' = 1Q' BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SCALE SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. / SEWERLINE 8) POSTED ADDRESS: 1793 SHASTA PLACE. 9) NO DRIVE AT TIME OF SURVEY IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared I for DIDIER CONSTRUCTION that it is not a land survey plot or improvement survey plat, and that it is + not to be relied upon for the establishment of fence, building or other future improvement lines. I I I I further certify that the improvements on the above described parcel on MC'V if C�, ReS. J PROPOSED SEWERLINE �h ^n olcc� EASEMENT PER U. E. V. S. D. j I this dote, 12/2/03 , except utility connections, are entirely within the �`LQ 1 l c-� I I boundaries of the parcel, except as shown, that there are no encroachments l i'� � S�^�r51G F(cf cc, I I + upon the described premises by improvements on any adjoining premises. j except as indicated, and that there is no apparent evidence or sign of any �r J ! I @ easement crossing or burdening any part of said parcel, except as noted. / I r I - ---_ "`iii 0` ` •+' ' a- I Stan Hog{ 1 HOaF''�,.�PP,''•- IMPROVEMENT LOCATION CERTIFICATE Colorado L X6598 NCO�.® ' LOT 1 . � - t 1 �_9 5 � � �= VAIL VILLAGE WEST FILING NO/ 2 E - � LE S[i - DATE: _ �•.�$_;•�! ►, �.� =rrT . ...... a ,- TOWN OF VAIL 41199 HIGHWAY 6 & 24, EAGLE-VAIL 'rs., ��r'�� ©Si,•' PO. BDX 1230 "��•" EAGLE COUNTY , COLORADO EDWARDS. CO. 81632 '1j 111„+i•li (970)949-140,6 KD 12/3,103 1566ILC.DWG JOB NC). 166 DRANIN67 INDEX PLANT LIST LOT ZONING DISTRIGT - A 1 . 1 SITE i LANDSCAPE PLAN SYMBOL QUAN. GOMMON NAME BOTANIGAL NAME SIZE PRIMARY / SECONDARY A 2 . 1 FIRST LEVEL FLOOR PLAN x PIGEA PUNGENS A 2 . 2 SECOND LEVEL FLOOR. PLAN 4 GOLORADO BLUE SPRUCE GLAUGA e' $ 10, D - - ¢o, A 2 . 3 THIRD LEVEL FLOOR PLAN SQUARE FOOTAGE GALGULATIONS A 2 . 4 ROOF PLAN $ DETAILS PDPULUS ALLOWABLE 6RFA = 3325. 2 50. FT. f, A 3 . 1 NORTH a SOUTH ELEVATIONS q COTTONWOOD AN6USTIFOLIA 3 GAL. FIRST LEVEL = 1028. 7 SQ. FT. _Q A 3 . 2 EAST � NEST ELEVATIONS 5EGOND LEVEL (INGLUDIN6 GARAGE) = 1658. cl 50. FT. .9 r LOT-15 � r A 4 . 1 BU1 LD I NG SECTIONS A, B F THIRD LEVEL 1225. 3 50. FT. S FILIN6 2 AL P 3�- �5 A 4 . 2 BUILDINC-7 SECTIONS G 4 D TOTAL = 36115 . 6 50. FT, n �0 :r. ♦ A 4 . 3 BUILDIN6 SECTION E GARAGE CREDIT = 600. 0 50. FT. 3�10 LANDSGAfi�'E NC�T�S: u O t " A 5 . 1 NINDOW SGHEDULE TOTAL ACTUAL 6RFA = 3315 . a 50. FT. l<F I.) ALL DISTURBED AREAS WILL BE REVE6ETATED WITH c� Q NATIVE 6RA55ES. } U� Q 2.) EROSION CONTROL WILL BE PROVIDED ALON6 THE ENTIRE {1 LENGTH OF THE EXISTING TOP OF BANK AT GORE GREEK, SITE GOVERAGE X CY < U / WITH BALES OF HAY STAKED TO THE GROUND. X d LL © w. ALTO [T. J ALLONABLE = 2320. 0 50. FT. ( 20% OF 1 1 , 600. 0 SQ. FT. ) 3.) CONSTRUCTION / DEBRIS FENGING WILL BE PROVIDED CD () Lf) ALON6 THE ENTIRE LENGTH OF EXISTIN6 TOP OF BANK AT ACTUAL = I ci 15 .0 50. FT. U GORE GREEK. - l a BUILDABLE AREA UA [Z/ Q NOTE:FCE OF THE TOTAL LOT AREA = 1 I , 600. 0 50. FT. K VICIN174'Too FOUNDATION WALL ON THE FLOOD PLAIN AREA = 3, �I 14. �i SO,. FT. C) C7 C THE NORTH SIDE OF THE 6A5 LINE TO STUB lLl 1"ky SCALE: N.T.S. NORTH BUILDIN6 15 PARALLEL TO OUT AT STREET TOTAL BUILDABLE AREA = 7, 685. 1 50. FT. THE NORTH PROPERTY LINE - OUTLINE OF FACE OF WALL (VERIFY LOGATION z AT BUILDING (TYPICAL) � E06E OF ROOF DRAIN LINE FROM 6ARA6E CONCRETE OFF - STREET PARKING f 2.5 SPAGES REQUIRED ) (TYPIGAL) FLOOR DRAINS WITH WIRE OUTLINE OF FACE OF WALK DRIVEWAY - SCREEN OVER END AT AT BUILDING OVERHANG V�IATER 62.6 EDGE L EXISTING SEWER MANHOLE RIM EL = LIMIT OF TERMINATION POINT - VALVE ASPHALT ROADWAY (2) GOVERED (INSIDE 6ARA6E) 7g47.�# INV. EL = 7,142.8 DISTURBANCE LINE DAYL16HT INTO RIP RAP ABOVE (TYPICAL) / - (BASIS OF ELEVATION) b / 4.0' CONCRETE (i) IN THE DRIVEWAY (ROOM FOR (3) 5PAGE5) / - �qj OVER WEED STOW FABRIC 216 SQ. FT. OF � / / FOUND MONUMENT 40" SNOW STORAGE / / APRON PER TOWN OF UTILITY EASEMENT 1 W.G. ALUMINUM GAP ON 0 �� .�� VAIL REQUIREMENTS (3) TOTAL OFF-STREET PARKING SPAGEs REBAR L5 #206,15 �° ��' °1� 4 �0 63.2 FIELD VERIFY FpR THE HEAST �° t N 8-703-71113,1 W 13q.1q' �,oRxER OF THE 6AR46E FOUNDATION TO 10°1° 63.5 �� EXTERIOR LIGHT FIXTURE KEY ( TOTAL OF (11) ALLOWED) BE OUT5VE THE SIDE 5ET15ACK LINE 0 (5) EXTERIOR REGES5ED I NGANDE5GENT DOWN LIGHTS r� � a W (6) EXTERIOR ALL MOUNTED L16,HT FIXTURES SWALE , G f ° TELEV61ON' NOTE: l 47 5.O' J _� TV I PEDESTAL - `Q 5'-0" 15 MAX. ENCROACHMENT I 4 * - - DE SETBAGf_. � 0� / INTO SETBACK ALLOWED, BE °mI SURE TO VERIFY LOCATION fi' a 0 A T.V. � 1 OF EDGE OF DECK I EXISTIN6 C� S T �y\ c4 j ® 6RADE METER ELEG HONE �- ZQ�c r o, 0. 2 �/ L H16H WATER MARK I I 49.2 EXI5TIN6 ]✓ ' / LE6END. 60RE GREEK -- -- V I J EL-DC .6' METER RIDGE 6RADE l 4 EXISTIN6 RIDGE 7q.6 7 (6(55.8 S�OpE f �,'� / �7ggO- EXISTIN6 CONTOUR 1 Q GRADE IRST FLOOR 4q. . = 8�1 -'q4-7.4 SECOND FLOOR 58.70 / PROPOSED CONTOUR THIRD FLOOR 68.2F k ,r") I EXISTIN6 QJ EL. 7a.4' 0.2663 ACRES GRADE / \ LLI �I f c 58.Z 7855.5 E T V TELEV1510N + �Qb .0 k� - - {} I I,60G.C�' SQ. 1=T. �� /r�1� ` �- APPROXIMATE V I � `- LOCATION OF T TELEPHONE ` Lu U- BUSH r EXISTING r 1 LINE f O Q' �/ `.8 ``©4 /� /� ELECTRICAL ELEGTRICAL ` Q) I__ rI I j/ / POWER CONDUIT Z �pp � 6AS 1 f @_ ° S �7 APPROXIMATE I MATE f I I I �1g , 6 5 - 8 �Q LOCATION OF s$ SANITARY SEWER +� ` i� 127 50, FT. OF .5 1�. I - r �� SNOW 5TOi2.A6E - - EXI5TIN6 TELEPHONE � �' L,L1 01 ' 1, Day `� „� BOULDER LINE CONDUIT W WATER 8"7, �� 2 BETAININ6 f. 56 x // WALL EDGE OF CONCRETE LIMIT OF DISTIJRBANGE LINE < Lid rp / DRIVE AT LOT-16 � 85 SG2. FT, OF I LINE OF DECK ABOVE - -- - - - f � � � �O �.�� f EDGE OF EXISTIN6 SNOW STORAGE 7957.03 LANDSCAPING TO BE EXISTING SPOT ELEVATIONS j + •-r ADJUSTED FOR PROPOSED GRADING 48.5' PROPOSED SPOT ELEVATIONS SPRUCE GREEK m WITH PLANTINGS TO BE T W a aj TOWN HC>MES -�., 2 EjrO 2 RELOCATED 5-40.5 PROPOSED TOP OF WALL ELEVATIONS , 10' NOTES: o x 100 YEAR FLOOD PLAIN ` (00 BOULDER RETAINING, BOW PROPOSED BOTTOM OF WALL ELEVATIONS INTERPOLATED FROM C? ti I' --'�-;,-- �� . 2 HALL I.) THE SURVEY DATA AND EXISTIN6 TOPOGRAPHY INDICATED ON THIS PLAN 53.5' HYDRO-TRIAD LTD. Lxf I .07 f �y 1 WAS TAKEN FROM A DRAWING DATED: b-1-7-01 AND TITLED: T05 PROPOSED TOP OF SLAB ELEVATIONS m PLATE NO.6, DATED 2 0 .2 br;ocavAy Prc6.- ` Da�� 53.5' J TOP06RAPHIG SURVEY LOT 15, VAIL VILL..A6E WEST, FILIN6 NO. 2 z MAY, IG75 TOWN OF VAIL, EAGLE COUNTY COLORADO j�T;.O�B.. EXI5TIN6 TOP OF BANK 0 GREEK FOUND MONUMENT ,1O' PREPARED (STAMPED $ SIGNED) B JOB 4-7.5 EA6LE VALLEY 5URVEYIN6 ING. JO I.5 W.G. ALUMINUM GAP ON e NO. 1566 /I REBAR LS #206,15 NOTE: 2.) DATUM ELEVATION: � EXISTIN6 TREES TO REMAIN 5-0" 15 MAX. ENCROACHMENT ELEVATION 100'-0" ON THE PLANS, ELEVATIONS, AND SECTION 0.5 0.5 INTO SETBACK ALLOWED, BE CORRESPONDS TO ELEVATION °1958.70' ON THIS SITE PLAN. SURE TO VERIFY LOCATION APPROVED BY THE APPROXIMATE CENTERLINE �� ' OF EDGE OF DECK TOM OR VAIL +�► EXISTIN6 TREES TO BE REMOVED (NONE) WORE GREEK / 3.) VERIFY LOCATION OF EXI5TIN6 UTILITIES PRIOR TO THE START OF DESIGN REVIEW BOARD EXCAVATION. Dote : 01/1/05 f 1 EDGE OF EXISTIN6 BUSHES - SEWER LINE DATE:- 45- ` _03 Jx 4.) THE CONTRACTOR WILL HAVE A LICENSED SURVEYOR LOCATE THE HOUSE Re S I V I e G1: ON THE SITE AND WILL HAVE THEM VERIFY THAT IT DOES NOT ENGROAGf I PLANNER: INTO ANY OF THE BUILDING SETBACK LINES. SHOULD THERE BE AN 15.0' r 5.0' ENCROACHMENT, THE ARGHITEGT SHOULD BE NOTIFIED PRIOR TO THE PROPOSED TREES (SEE PLANT LIST) y ri PROPOSED SEWER LINE START OF EXCAVATION. EASEMENT PER U.E.V.S.D. I 01 10' ci 30, 5.) THE CONTRACTOR WILT. SUBMIT, TO THE TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT, AN "IMPROVEMENT LOCATION CERTIFICATE" - FOR THE BUILDING FOUNDATION. 1T 15 TO BE COMPLETED AND SUBMITTED AFTER THIS ASPECT OF THE WORK HAS BEEN COMPLETED AND PRIOR TO - 50.0" THE START OF FRAMING. I - Sheet Nurrber I � 517r= � L.ANI:�IBCAFE � 6.) THE CONTRACTOR WILL SUBMIT, TO THE TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT, AN "IMPROVEMENT LOCATION CERTIFICATE" 50' 5ETBAGK FROM FOR THE BUILDING FRAMING. IT IS TO BE SUBMITTED AFTER THIS ASPECT CENTERLINE WORE GREEK SCALE: I" = IO' OF THE WORK HAS BEEN COMPLETED AND WILL CERTIFY TO THE HEIGHT t OF THE STRUGTURE. e 4.1 � T i 5T-0' 15-6 1 12" 12'-13° 28'-6 1 12" LUr� L I L � x LL o 5'-0 ) Ar CL I . . — . . I I . I ' . . — . . — . . . . � W -1— -- - MECH. FLUE ABOVE _ T I BEDROOM—I UP U I I 4L HOT WATER LL ", STORAGE TANK - BOILER UNEXGAVATED I BATH-1 I U0 it1 i I o ry g OL©SET c o CLOSET 1 0 i � a _ u Q j � 3. 2 h BATH-2 > o CL < T,O. SLAB > a EL. qO'-4 1/'4" '4' � LU L C) BEDRD4M-2 DROPPED y� I` U24%24 EL .5 R .5 DROP f L ( SOFFIT FIXED � SHELVES BOULDER I f NA LL < 4^d W 8x8 DECK POST - - - - - - r- >- rT - - _ -� FiREPLAGE CHIMNEY — J i PROJECTION ABOVE � � I I I I i I UP DEGK ABOVE -- - I I ib'o° I l I E 6-0. r°� �rz• 20'-11 u2' 5-00 p ALL _ - I � - I Sx8 DECK POSTS L - - - - - - - - - - - - - - - - -- - - • Date: 04/1.4/05' ' �eVISeCJ: A 4.1 f1RBT LEVEL FLOOR PLAN . SCALE: 1/4" = 1'-0" PLAN NORTH Sheet Number DATUM NOTE: GRFA: ELEVATION 100' ON PLANS, ELEVATIONS AND SECTIONS FIRST LEVEL = 1028. 1 50. FT. I � T GORRESPONDS TO ELEVATION -7G58.65' ON THE SITE PLAN u I . - A 4.1 T-o' 15'-6 1/2' 12'-11' 28'-6 112' - -� - - -----y - -- - - - - - - -- -- -- -- -- - - LINE OF ROOF METER CLOSET -- ABOVE t- LINE OF BUILDING N ABOVE - - -- - - - - - - -- - - - - - - -- - - - - L - - - - - - - - - - � rlj STAIR - _ In El LuQ - - - - - - - -- - - ---- , !Y LINE OF CEILING FLOOR Q I' DRAIN K1TKITCHEN BREAK a SOFF1r t} ^, GARAGE o U U d UP DN SL- ©PE qti S LaPE T.O. SLAB N sL DW LW EL. I001_01, TELEPHONE NICHE LdNE OF FACE _ W WITH SHELF AND OF WALL AT z CABINET FLOOR ABOVE w Q Q r- rJ U tj u 0¢ GL©SET w p T- y -A STEEL Pi PE COLUMN iL I � V — (SEE STRUCT.) d DINING ROOM i -- FLOOR -- ASPHALT — m — COUNTER WITH DRAIN DRIVEWAY j PANTRY LAUNDRY CABINET ABOVE Q i sL°PE F r• P O I T.O. SLAB �� T.O. DEGKIN6 4 EL. IDO'-O° EL. 100'-©" I o 1 T.O. SLAB EL. 100'-O" � I 0 O IF'O II YVDER -� 6x6 asr5 (TYPICAL) - - - - --,- LINE OF FAGE OF WALL I CLOSETS AT FLOOR ABOVE I WROUGHT IRON ENTRY WALKWAY GUARDRAIL (TYPICAL) Lu \` DECK LIVING ROOM � -0--- - - - - I�� _ � ' �- � x TV SHELF ABOVE ' -- 2x& REDWOOD j CL DECKING (TYPICAL) - -- — GAS FIREPLACE WITH FLUE ; K EXTENDED THRU THE ROOF LU LL �. T.D. DECKING THICKEN WALL. ABOVE FIREPLACE FOR ROUTING EL. qq'-I1 I/4" OF FLUE TO ROOF I BOULDER z RETAlNIN6 WALL � o (VERIFY THICKNESS) ,�` � Z --- -- - - -- - I - r -- - - - y -- - -- - °ix8 POSTS Lu -- 1 - -- LINE OF ROOF - - - - , ABOVE 4 -IT cl-0 4'-6 1 12 �'—I I° I/2 81-0o' T-0 112° 20'—II 112" r -- - -- 5T'-0' -- 6x6 POSTS - A SEC NI:� LEVEL FLOOR PLAN Dote ®4/14/05 Dj �v�Q 5GALE: 1/4" = P-0" PLAN Revised: NORTH DATUM NOTE: 6RFA: ELEVATION 100' ON PLANS, ELEVATIONS AND SECTIONS SECOND LEVEL = 1058. q 50. FT. CORRESPONDS TO ELEVATION 7858.65' ON THE SITE PLAN GARAGE - 600. 0 50. FT. TOTAL FIRST LEVEL = 165b. q So. FT. Sheet. Number SU5M177AL A 4.1 ' 57`-0I' 15-6 1/2" I'-5 —- — LINE PE ROOF m ABOVE — -- —I LINE OF FACE OF 1 J �Q I WAIL BELOW r LU ry tai _- _- --- — 5TA I R I m Q . . . . . . I . . . . . . . . . . . . . . e 41 i - -- BEDROOM-5 Q `g I BEDROOM-4 � r OPEN i ,fl ROOF BELOW LU DN s Li-- — — —� 1 ---I i T.O. DECKING � I I EL. 110'—I 514" MEDICINE GABINET p O 6-0" VAN. I MASTER I fl 1 +m BATHROOM BATH-3 I MASTER a G OSET � 4 BEDROOM-5 0 1 MASTER a f F_ - BEDROOM --� - Ll L LL Q 4 — ROOF BELOW cz LY IROOF FLOW - I B � a 4 dz NOO, > d3 I ! -A / 11 I ❑ i I I I - -- - I 15-b 1l2 15-6 20-II I/2 5-0 -- - -DECK BELOW ---- -I -. -- - - -- - �----- -- — --- - � )A Dote: 04/14/05 4.1 Revised: 7H I RD LEVEL EL r-L C R, FLAN SCALE: 1/4" = 1'-0" PLAN NORTH DATUM NOTE: 6RFA: ELEVATION 100' ON PLANS, ELEVATIONS AND SECTIONS THIRD LEVEL = 1225. 5 50. ,PT. CORRESPONDS TO ELEVATION —M58.65' ON THE SITE PLAN I Sheet dumber U 1177AL A2, 5 A 4,1 � O • 1~ --- f I 1.0 �O I - - -- - - - - ---- - - - - - - - - -- - - � � O I- _ _ > Q D Lu --- —r - r Il.. -- -�r– - + T p - ,�_ I • I -- - -1- . . _ . . B CL L 4J Q ,. �-- . INTER.SEGT4ON OF BUILOIN6 4 -- OVERHANG WITH EAST WALL OF STAIR TOWER RIDGE I O AT EL. 121° I 14" I O W T- or — ' RED61~ EL. 124'-I I 14" `-5 I I 512 - i i I 1 II IIIII t ! I Ip16 � � I % • I EL. 121'-5" , V� �1 t WALL BELOW (TYPICAL) Ul _ EDGE OF FRAMING UJ (TYPICAL) . u EDGE OF ROOF (TYPICAL) Z ryw 1� - Lu ul - - - - - - - - - - - - - - - - - - - - - —, 1 - - - - - - - - - - O -I? 5 I > PREFIN15HED SHEET METAL LL II 12'-Q" GUTTER AND DOWN SPOUT I I (TYPICAL) LL 1 2' L _ � - - - - - - - - - J STEEL SNOW FENCE (FAINT) I f W (TYPICAL) 2°-Q" SNOW MELT HEAT TAPE (TYPICAL) - - - - -_ ry I i I 07F—J I. ROOF OVERHANGS ARE DIMENSIONED FROM THE PREFINISHED SHEET METAL OUTSIDE FACE OF STUD TO THE TOP OUTSIDE E06E OF GUTTER AND DOWN SPOUT ROOF J015T5 AND TRU55E5 AT EAVE5 AND TO THE (TYPICAL.) - _ _- OUTSIDE FAGE OF ROOF JOISTS AT RAKES FIREPLACE FLUE • Dote: 04/14/03 A 4,1 Revised: ROOF PLAN PLAN SCALE: 1 14" = I'-O" NORTH DATUM NOTE ELEVATION 100' ON PLANS, ELEVATIONS AND SECTIONS sheet Number GORRE5PONDS TO ELEVATION -Tg58.65' ON THE 51-FE PLAN =�E B I &N RE Y I E�N 5U5K77AL A,-�z . 4 ARCHITECTURAL GRADE ASPHALT 5HIN&LES E A F p (TYPICAL) _ _ _._ 43 4i 4,1 42 T,O. R1DC,E UNFINISHED &AL'VANIZED - - SHEET METAL DRIP FLASHING (TYPICAL) T EL_ 121'-1I" 2x6 ON 2X8 R.5. CEDAR I _._..--.--.._._-- -- -- --- -------- FASCIA (PAINT) (TYPICAL} 4 11 I T.O. Ril7GE 10 EL. 120'-& 3/ °' 6(e) R.5- CEDAR CHANNEL LAP WOOD 51DIN& (PAINT) (TYPICAL) 2xb / 2X4 R.S, CEDAR -- - PREFINI{SHED SHEET CORNER TRIM I30ARD5 - R.cr. HEAL' lLL� METAL GUTTER SLOPED (TYPICAL) f ! -- w I �- TO EAST WITH EAST END (PAINT) � I �- / OPEN � HH r-y 2xb R.S. CEDAR ViINDOWS AND DOOR TRIM (PAINT) P.O HEAP Lu I v �- THIRD LEVEL I I (�} Z, T.O. DI=GK(NG EL. 1O(4'-b 3/4" --- --_ l } I UNFIT 5H�ED 6ALVANI4ED � < I 5HE_ - METAL FLA5HIN6 AT UNFINISHED GALVANIZED INTERSECTION OF ROOF � L• SKEET METAL FLA5HIN6 .. . HEAP, __. I AND r4ALL. (T-rPIr-AL) STAIR LANDING: 2x12 R.5- GIKCAI� T.O. DE:,K.J'NC- �J i TRIM BOARD (PAINT) '' R. : NE! G _- - I I WROUGHT IRON 5TAiR L-A�1DIN6, - - lJJ PAINTED MASONRY - I (tT O. DECD INc GUARDRAIL WITH lit"x 112" STUCCO (TYi✓'1GAL} I I I I ` �. :fir-F BALUSTERS AND 1/4" x I < 17 � � I12" TOP BOTTOM AND C- HEAP R. . HEAP SIDES (TYPICA} SECOND LEVEL T.O. CECKINO i EL. i00-o i - - ----__--• � �� _._,.. _s_._______ � 2x#2 R.S.. DECK FASCIA � DRIVEWAY BEYOND ' i 1 I I t1R.O. HEM ST'A.#R LANDING (PAINT) 4 T_0, DE6KfN& E.L. q6`-I! I12" R.5. WOOD BEAM (PAINT) _-4 (SEE STRUCT-) ELECTRICAL METER, I , TELEPHONE AND TELEVISION GL05ET METAL GLAQ WOOD — ---- � - x II If4" TALI: x 1 112" DOOR (PAINT: ---- J _ 5TUGCO BAND VERIFY H6T. Ft STAIR LANPIN& WiNDOi�f (TYPICAL) -_ _ a �,fr�t Q � T.C.'. c�GKiN6 -- -,�, - _ �- - _ h11TI-I x12 DECK. FA--'-r-IA FIRST LEVEL bxb R.S. DECK P05T (PAINT) (T-T-PIGAL) T.O. 5LAB - EL. CIO'-10 1/4 _. I I/2+`xb STUGGO TRIM (TYPICAL) a STUCCO) FINISH DIRECT VENT MEGH. UNIT 6RA E N07E: 2x6 R.5. CEDAR I•VINDON FLUE TERMINATION GAP TC�P OF FOUNDATION NALL REFER TO YiATERPROOFIN6 AND DOOR TRIM (FAINT) (PAINT TO MATr,i�h 51CIh� 1 (SEE S-RUGTIJRAL) NOTES NO'. 5 AND b ON SHEET (TYPICAL +� WOOD} A---',I FOR CAULKING AND WATieRPROOFIN6 AT WINDOWS r' AND EXTERIOR DOORS NOR7H � ON CHAS METER. FC�OTIt�16 (SEE STRUGTURAL) SCALE: If4"' = I; O" tu 1' A7ERIALS - FINISH GG��...C:R T,O. RIDGE ----- - ---- __ - ---- _ ._ -- --- -------------- - �,a _� _ ----e — __-- .ti l iC L �A _ PAINT "BEN_�AM'N 1'100�� r H�?T -F R "v� :r ,NE' RiDG , -r ,,O. RIGS T.D. G'ECKINC� I I OL EL. 1.21'-3 3/4" I !L� <L _ 2xb R.15. �-EDAR r'0 NDOYWJ ANG �� C-�O�c T�c6MS _ -O-T,O. DBL. PLATE ,u �y , T EL. III`-2 I/2" t_ _ -- - - - _ _.. -----. - -- 7' lx& / 2X4 _,2c CEDAR —ORNER _ __ —� - f T � STEEL `-�t�OYV FENCE (PAINT) N T 6 -- I N 2x12 R.5. GF-L?AQ TRIM BOARDS 2x''2 R S. DECK- F.�Ss .IAA; PRE-FINISHED 'SHEET METAL I F'RTAl- - I 11 GUTTER AND ©OWN SPOUT ' METAL c_ ry i 1 tx "A AL?I UGC (TYPICAL) - ` — 1 l ur.---- --_._._.----r--- -ar_TER 'G1-0'- r- POOR T�ICR,`� LEVEL T,O, L�EGKINCa -- 1 IOq+-& 3/4" — F -- - bxb 545 WOOD RAIL I NG I 2x6 C)N 2:Y5 R�> C.FDAR FASCIA PAINT "BENJAMIN MOORE'" POSTS (PAINT) (TYPICAL) SMOKY MTS CEDAR I e^xb f�A, il�dC Pv'�T l - - 2xb REI�WG►DD DEGK1N x ] P5xb R.�,, PO`~T w , L (TYPICAL) - ` ' � fPAINTi x 2xb C.S. , ` I GEr-AR BA TE ' I -- : SEGOND LEVEL ,' 1 i TRIM AIN i) ---- T.O. DECKIN6 ..__r._ - _.— - z a - ----- - - - - NIA.IN ENT, t-�.:'->R STAIN BEN -JAMIN MOORS 3=L. IDD -O _ _ -- -- - - -- ---- SEMI' TR.AN`FARENT ( - — BE I6E 5TONE ! - -- I I fZ.C1. s!1 plG' R,O. hiE✓>.L� y f r Ff,PiIS±I 6RAD1 I �, , I OAI?A(�E HALF LIGHT AT WALKWA Y` j l f w B� MAN DOOR. (PAINT) AR, i F r`Or-'-)R 2x WC1cJE" PAINT MATCH }NNDOW GLADDINC- Dote 0 F_ .?11l l'v f=EvC E AIN MAT. RG�. sNc: I = `- .e v i cl: LIGHT FIXTURE (TYPICAL) SIT Ef2S AhJD L �� FIN'�7H C,RADE a- AT V4AL.L BEYOND " vNN 5P UT_ FAC�TURY MATCH f--ASGPAE• :u � p �. I3E1'c�NT:;. j BOULDER RETAINING I (7AI_`�''AN11F-17 `.3NFFT FL A,SNINGS FAG-70R-r' i NATURAL WALL 4 FIR ST LEVEL T.D SLAB I FINISH GRADE AT WALL WRC?IJvH IRAN c U RL�RAIL I=AGTc�Rl B;�ACK EL. q0'-IC) 114"' - I FIN€SIFT ��.— BELOW WINDOW ARGHITE TUR-A.L &RA.DI=. FACTORY "CERTAIN TEED" PRESIDENTIAL TL GRADE TOP OF FOUNDATION WALL ASP(-I:A.LT S�-tittiiCL ES At�'TUMN BLENp 3x12 TREADS �^i1TIcI 4xE4 _ XISTIN6 `�TRIN6ERS AT EACH I (SEE STRUCTURAL) ! Shed Nur L GP LdC-�HT Fi?�„TU#� FAG TORY BRASS 6pgpE I SIDE AND MID SPAN' F=OOTIN+S (SEE 5 T RUGTURAL.) 1 I f METAL r. L:�x;" v°�)C�I✓' i=ACTOR'r` ",FELLA" PRDLINE SUTH F=LFm\)/AT 1 ON DATUM NOTE: A5 . 1 tINDcW WHITE - -- 56A.LE: 1/4” - 1'-O" ELEVATION IOC' ON PLANS, ELEVATIONS AND 5EGTION!5 CORRESPONDS TO ELEVATION 7g5b.70' ON THE SITE PLAN PROVIDE °u" TL L A 2x CEDAR G B ON EXTERIOR PLYNOOD BOX 42 4:1 RIDGE I�alTf�Ir'�LS � �' COLOR AT INTERSECTION OF ROOF T.D. PECKING AITII SOFFIT AND AL16NF-D EL. 123°_4 3/4" r r Ixb RS CEDAR: CHANNEL LAP PAINT BENJAMIN MOORE'" WITH THE BACK. OF THE 2x8 t HOT 5PFcINC� STONES PORTION OF THE FASCIA, 12 Y�OD SIDING 5i� � -------r_�.--- - ----- - -- - - - RIDGE EXTEND AATERPROOF _-. - - T.O. DECKING 1 I I � MEMBRANE FROM ROOF UP 5TLJCGC� FACE OF BOTH 51DE5 OF C THE PLYWOOP OF THE E30X - c -1 Cl 2xb R5. CEDAR AR YiINDOV45 AND TO THE BOTTOM OF SOFFIT -'� POOR TRIMS I -� --- T.O. DBL. PLATE ARCHITECTURAL GRADE � -Y- EL. 2x(7 / 2X4 525 CEDAR CORNER ASPHALT 5�HINGLE5 _ . 117'-2 1/2" 9 (TYPICAL) -- R.O. HEAL)\ � ��-� CEDAR CHANNEL F TRIM BOAR2�5 Ixb R.S. I 2x12 R.S. CEDAR TRIM BOARDS UNFINISHED GALVANIZED ! I LAP WOOD 51DINC7 (FAINT) 5HEE7 METAL DRIP BB � ', I �• i _- (TYF'IGAL) C FLAS-INC (TYPICAL) r -�' 2xb R.S. CEDAR WINDCl^S 2x12 R_5, DFGC PASCIAS I _ AND DOOR TRIM (PAINT) > L() GARAGE DOORS 2x(a ON 2x8 R.S. CEDAR I -.- e,�J' (TYPICAL @ WOOD. � '.X' FASCIA (PAINT) ITYPICAL) Lv xb C/ 2x4 R.5. SPAR METER CLOSET DOOR fa CORNER TRI M BEARDS THIRD LEVEL X (PAINT) (7YPiGAL) T.O. DECKING - GARAGE I•�(AN )��O<�?k, __ P 70 EL- loq--b`— a - - -- - - -- - --- _ -r.. UNFINISHED GALVANIZED d.) € - I SHEET METAL FLA5HIN6 • �x�i ON 2X8 rL,S. CEDAR FA4G8A. PAINT "'BENJAMIN MOOR-E" (TYPICAL.) t SMOKY MT5. CEDAR ,c. An k �� j I I 2x12 R.S. C 1 I ED'r'k,R' TRIM � bxb RA.I1_iNC� P05T � # 1 �;� >30ARD (FAINT) � �- _* II 114" TALL x I V12" AND ROOF Pot--TS _ [� STUCCO BAND VERIFY HC�T. ` .--, I'-Fa" FSUILDING OVERHANG AITH 2 x12 DECK FA5GIA: y LIC3HT FIXTURE (T-TPICA.L) I IN5JLATED METAL GARAGE LL m I ,� DOORS W 1 TH RA 15E P SECOND LEVEL >u STAIN "BENJAMIN MOORE'" PA A MAIN ENTRY DOOR _ i NELS (PAINT) SEMI F-�?g.NSF''A�R-EFVT E3EIC7E STONE EL. 100'-O" i -? 2x WOG�I DOOR. ENTRY DOOR WITH i=1NiSH 510EL16HT (PAINT) FRAME (PAINT) i GRADE C7ARAGE I ook .2x AOOD PAINT MATCH WINDOW GLAPPINC� (TYPiC.AL) F RAMF - (TYPICAL) E-XISTI NG / GRADE t STEEL SNOW FENCrI✓ r'AkNT MATCH ROOFING EXI5TING GRADE ExIST, C-RADE EXIST. GRADE ('U s`TERS AND DOWN SPOUTS FACTORY MA T GH FASCIAS ` BELOW q 5/5" F�ELOA RIDGE EL. ab'-q 5/�" EL. �-t'-I i/4,. HI -- FACTORY NATURAL ( (7655.5') (785'5.8') GALVAMZEV SHEET FLAB NCS WROUGI--IT IRON C>UARDRAIL FACTORY BLACK FIRST LEVEL _ _-- I A.RCHI TE .TURAL vRADE FACTORY "CERTAIN TEED' PRE50ENTIAL TL EL. q0'-IO 114" NOTE': ARCHI 'Er SHINGLES ! AUTUMN BLEND REFER �T-0 iNATERPROrOFING NOTES NO. 5 AND i ON SHEET ! �. FACTORY BRASS TOP OF FOUNDATION WALL A57 EL=Fm\/A71 CAN - A 2 1 1= .� OFINkIN r AND { ! I-f C-,I•+T F i�C�'LiR.= (SEE STRUCTURAL) Y`'ffi'"FFcF'�`� C:Ai=tt�v /,f I"�INQt�V`�f5 AND 'EXTERIOR ?POO§�'� FACTORY "PELLA" PROLINE METAL (--.LAD Y^IC�O® SCALE: I/4" = 1'°O" rTr}1rG.AL_? --�- MiNDOW IeNHITE FiOC7TIN& (5EE 5TRUCfTUR.,Ai_.) 42 li R I D&E 4.I T.O. DECKING PROVIDE F3" TALL 2x CEDAR. � '` � ;-`-- _ ON EXTERIOR PLYViOOD BOX EL. 123'-4 3/4" AT INTERSECTION OF ROOF i ~ WITH 5OFFIT AND ALIGNED • -- [ fry►■ AIT'H THE BACK OF THE 2x8J ■ � 1L1 � T.O. PECKING PORTION CAF= THE FASCIA, '' EL. 12O'-8 3/,5"- 12 I�; ,.2 EXTEND �T£RPF2.00F - ; MEr-45RANE FROM ROOF UP . y FACE OF E30?�+ SIDES OF THE PLY F^K70D OF THE BOX f - TO THE BOTTOM OF SOFFIT Y T T.O. DBL. PLATE R. HEAD 1/2'"'xb 5TLIt�CO TRIM UNF IN15HED GALVANIZED ` r turd; 1 ,� 1 p,. ��k�,� � � -� PI�,,AL a STUCCO) SHEET META. FLA5HINC� AT1 . rr lJ I R5EC.TION OF ROOF � _ AND HALL (TYPICAL) METAL. GLAD hiOUD A'INDOt+�I (TYPICAL) ti LIGHT FIXTURE (TYPICAL) F' 12 STEEL SNOA FENCE (PAINT) THIRD LEVEL T_0. DECKING e f K I I T.O? DBL_ PLATE ! 1 c T.O. 05L. PLATE --1 EL. IO F'-q" I � PREF=INkSHED SHEET w1ETAl,_ vUTTER AND DG�1�lN SPOUT WROUGHT IRON GUARDRAIL ; i (TYPICAL) i I • WITH 1 12"x 112" BALUSTERS " - p �o -- I AND I/4" x 1 1/2" TOP BOTTOM ,,_,; � V - � ! 4'CLR.(MAX) _ - - 2x6 REDhl00D DECKING - $ AND SIQES (TYPICAL)' r—_ II _ ____y_.u.:�—^ ...� ___ ___—'-- __— --_ _ _- '°—,---• _—•—�.r�,.w=. r °—t—"" ' � _ - I 1 ( a 1 i � I 7 q � bxb RAILING P05T (PAINT) (TYPICAL) •� ' I " � = -- - m, 1 5EGOND LEVEL T.O. DECKING-� EL. 100'-0"` - - 2x12 R.S. DECK. FA5GIA (PAINT) R.S. WOOD3EAM (PAINT) (SEE STRUGT.) - 1 6 0 FINISH GRADE AT DECK STAIR BEYOND;, s I II -� 8xb R.5. PECK POST (PAINT) (TYPICAL;. I - _ r -.r4. J TYPICAL) � CONCRETE PIER (SEE PAINTED MA'5ONRY 5TUGCO 1, n STRUCTURAL) ( i FINISH GRADDE AT y FACE OF BUILDiNC2 � f. I FIRST LEVEL --'�- � -T.O. SLAB EL. c4O'-10 1/4" _ FINISH EXISTING GRADE GRADE ,_ TOP OF FOUNDATION HALL % .. (SEE STRUCTURAL) EXIST. &BADE Ex15T, aRAG'E f FOOTING (-5-EE 5TR!(,TURA:L) BELOW RIDGE BELO9nl RIDCrE ELEVATION (7f34q.2') (`Fb4-?.4') L7r4TUM NOTE: — FLEVATIQN I00' ON PLANS, ELEVATIONS AND SECTIONS 5GALE: 1/4" 1 --0" CORRESPONDS TO ELEVATION 7x58._.?0' ON THE SITE PLAN RIDGE OL T.O. DEGKING i EL. 121'-5" 12 OL T.O. DBL_ PLT. EL. I18'-2 -718" 12 MASTER CLOSET I-- I THIRD LEVEL rj \Q) OIL T.O. DEGKIN6 (Ys EL. 110'-? 314" T.O. DBL. PLT. Mf EL. 108'-I I/8" n� < X w LIVING ROOM DINING ROOM KITCHEN X Q LL o ° � SECOND LEVEL Q r.0. DECKING EL. 1001_01. _ — Z- Q O W r BEDROOM-2 CLOSET BATH-1 BEDROOM-i FINISHED FIRST LEVEL GRADE T.O. SLAE3 EXISTING EL. qO'-4 1/4 GRADE © SEC71 ON A— SCALE: 1/4" = 1'-0" W YT.O. DECKING EL. 122'-6 5/4" 12 TYPIGAL ROOF 110 CONSTRUCTION 0 Lu LL ARCHITECTURAL GRADE ASPHALT SHINGLES ON I l BUILDERS FELT OVER COX PLYWOOD ON ATTIC 1 - TRUSSES WITH R-30 BATT INSULATION BETWEEN TRUSSES AND 5/8" DRYWALL OVER 6 MIL. POLY VAPOR BARRIER g INTERIOR. PROVIDE (� LU 5EL ADHESIVE WA FFRPROOF MEMBRANE FOR THE FIRST 90" UP FROM SAVE. ' < l JAI 'L WROUGHT IRON GUARDRAIL WITH 1 12"x 112" BALUSTERS AND I14° x I I42'" TOP BOTTOM TYPiGAL. FLOOR Z S �} AND SIDES (TYPICAL) CONSTRUCTION BEDROOM-5 BEDROOM-� — I-- THIRD LEVEL STAIR FINISH FLOORING OVER 314" T 8 G PLYWOOD > W OL T.O. DECKING DECKING (GLUE d NAIL) ON TJI FLOOR JOISTS — EL. I10'-I 3/4" (SEE 5TRUGT.) AND 112" DRYWALL ON BOTTOM OF J015TS `�X. LLLJ 545 WOOD 6x6 RAILING P05TS (PAINT) (TYPIGAL) 2x6 REDWOOD DECKING (TYPICAL) KITCHEN GARAGE .l SECOND LEVEL STAIR T.O. DECKING EL. 100'=0" r7RlVEWAY DECK OL T.O. DECKING EXISTINC-G EL. qq'—II 1/4" GRADE ix4 DECK SOFFIT (PAINT) O (TYPIGAL) BEDROOM-I - WOOD BEAM (PAINT) SEE STRUCTURAL) Date: 04/14/05 ME FIRST LEVEL GH. a OLT.O. SLAB EL. 90'-4 1/4" F I N I SHED GRADE p EXISTING GRADE CONCRETE PIER (SEE 5F(roo,71 ON 5 STRUCTURAL) DATUM NOTE: She_ et Number SCALE: I/4" - 'I'-©" ELEVATION 100' ON PLANS, ELEVATIONS AND SEGTIONS ''y DAMP PROOFING ON GONG. GORRESPONDS TO ELEVATION -7958.(x5' ON THE 51TE PLAN FOUNDATION WALL FILTER FABRIC OVER SU5M177AL A4 . 1 GRAVEL (9 PERIMETER DRAIN PER SOILS ENGINEER LOT 14 ( BASIS OF ELEVATION PER NAVD88) EDGE ❑F ASPHALT SEDER MANHOLE 1 RIM EL = 7952. 7 / INV. EL = 7947. 6 (PREVIOUS PER EAGLE RIVER WATER & �� SANITAITION DISTRICT SEWER ASBUILTS) RIM EL = 7947. 9 I NV. EL = 7942. 8 / HATER VALVE I N 8737'13 W 139.19' / LOT 1 ` ` - - _ SURVEYOR'S CERTIFICATE 1. S - - `- - -_ _ ` ` , TELEVISION PEDESTAL 1, Stan HogFeldt, a Professional Land Surveyor registered under the laws of © I ( I FOUND MONUMENT 40' w. C. - - - _ Y / \ the State of Colorado, do hereby certify that this topographic survey was ! / \\ rude by the and under my supervision, and that thq,..rwrvfy is accurate and ALUMINUM CAP ON REBAR / �I I I LS #20695 s / correct to the best of ray knowledge. 1400 % Pe BUSHL I NE I `�• ! -- ---- •* •� I �I ' i �' , 2 Stan Hogf� 9a� . r Colorado PI`S • 26 � iw HIGH HATER MARK I 1f I } 7 2 GORE CREEK 1 k I i / � EDGE OF CONCRETE DRIVE �,. `A,..` • LOT 15 rye. 0. 2663 ACRES c L � ! ! Li I Li � I ° {�c NOTES: 2 1) DATE OF SURVEY. 8/06/01 1 REC❑NTOURED 11/10/03 PER NAVD88 VERTICAL DATUM. FLO❑DPLAIN ADDED 12/01/03 Qr) ! ;,.J. 5 I r I i 2) THE 1% CHANCE ANNUAL FLOOD LINE SHOWN HEREON IS A VERY APPROXIMATE ESTIMATION FROM A PRELIMINARY MAP BY FEMA. IT IS SUBJECT TO CHANGE, AND MAY NOT REPRESENT THE FINAL LOCATION EDGE OF LANDSCAPED OF THE FLOOD LIME, t APPROXIMATE AREA LOT 1� z 1% CHANCE ANNUAL FLOOD LINE I f I - 3) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR PER PROPOSED NAVD88 DATA I EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, j I I RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. p a I ! FOUND MONUMENT 90' W. C. E 4) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL SPRUCE CREEK n _ ALUMINUM CAP ON REBAR Q� ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS I LS #210695 Q3• rf. AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY TOWNHOMES I I I ' I r E ` . 2 ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE BATE OF THE CERTIFICATION SHOWN I . 5 �*�► HEREON. N r ) r I .ks, 2 5) BASIS OF ELEVATIONt SEWER MANHOLE INVERT ELEVATION AS SHOWN HEREON 2. 0 . 2 6) BASIS OF PROPERTY LINE LOCATION: MONUMENTATION AS SHOWN o r 5©' SETBACK1 7) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE 2 f I FROM 111111 I AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD I CENTERLINE I I i1 BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND GORE CREEK I SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. LOT 16 8) ,2 FOOT COUNTOR INTERVAL (NOTES STANDARD MAPPING ACCURACY 1S �! I 112 COUNTOUR INTERVAL) APPROXIMATE CENTERLINE } GORE CREEK ' I 'k}' I � . INDICATES CONIFEROUS TREE AND TRUNK DIAMETER I ` INDICATES DECIDUOUS TREE AND TRUNK DIAMETER ! I SE1,fERL 1NE '��;y- , I � I PROPOSED SEWERL INE EASEMENT PER U. E. V. S. D. l I I is i S CD((Z!C+ 5(ArVex. Ae. �� reviouS 5v�ve y (Af liz e� 5ufve y irv, �� fa`f+�sf ��tap� p�Q.� I�vc'nncrikror� ! I 1 I I a 101 3a bra A4 A � I w 'z Ae- �.cw A is 1n Ae ,��ct�,f d•� ,n TOPOGRAPHIC SURVEY EXHIBIT LOT 15, VAIL VILLAGE WEST , FILING NO, 2 - TOWN CIF NAIL 41199 HIGHWAY 6 do 24. EAGLE—NAIL P-4. BOX 1230 EAGLE COUNTY, COLORADO EDWARDS, CO. 81632 (970)949-1405 / 753 BKB 8/17/01 ,1pg Na, 1 566 A lz 51'-0! 15--6 QT f 12'-11" -_- - 26-6 112' L d V JU ii I- Ix s'-0" -= - - - - —� - ST4IR I I I I I - 21 Fl MEGH. FLUE �- v 'Q ABOVE 4 Z T- I K BEDROOM-I uP I I HOT WATER I 0 " I I STORAGE 1 W I L� TANK P z MEG4-!, I I u BOILER UNEXCAVATED ry BATH-I r I � I - I m >i 1 4'-0" VAN. F J no CLOSET CLOSET I 0 I , nLu o 1 BATH-2 > uj I T.O. SLAB } O } EL. 60'-4 I/4" li < < z � BEDROOM-2 UB 2496 EL .51 ER .5 DROPPED I SOFFIT FIXED SHELVES BOULDER — RETAINING o e X c WALL , ! l lL1 8x8 DECK POST FIREPLACE CHIMNEY I PROJECTION ABOVE 1 9 1 1 Up I I i T7EGK ABOVE 2o'-II 112" 5--0° cl /r 8x8 DECK POSTS L - - - -- - - - - - - - - - - - - - - - - Date: 04/14/03 >1 A Revised: 4.1 rA L A% 14� f!: IR57 LEVEL FLOOR PLAN �u- SGALE: 1/4" = 1'-0" PLAN NORTH I / Sheet Number DATUM NOTE: GRFA: ELEVATION 100' ON PLANS, ELEVATIONS AND SEGTIONS FIRST LEVEL = 102b. -7 50.7 FT. � I � � CORRESPONDS TO ELEVATION 658.65' ON THE SITE PLAN A-2 A 4.1 i 11-0" 15'-61/2" 1 '-!I" lb'-b 112' a -- — METER CLOSET LINE OF ROOF 'Z AE30VE LINE OF B1JILDIN6 ABOVE _ i 51-0' - - -- - - - - - - L - - - - - - - - - — - - - , - Q -- Q x i LU --- _ STAIR -- - -- - -- B tSl X LL i -FLOOR a DRAIN 1 LINE OF GEILIN6 = BREAK 4 5OFFITI KITCHEN Q/ � GARAGE _ SLOPE 5L CPF T.O. SLAB < CS O UP DN EL. 100'-0" K DW TELEPHONE NICHE LINE OF FAGE O NI TH SHELF AND OF HALL AT i1.1 - � z CABINET FLOOR ABOVE Q z Uj LU ' CLOSET � W d STEEL PIPE COLUMN cz (SEE STRUGT,) ASPHALT FLOOR DRIVEWAY C - � I ROOM R WITH DRAIN I N I NG COUNTER D G m GAE31NET ABOVF T PANTRY LAUNDRY SLOPE SLOPE I, LU El -� T.O. SLAB zp I I T.O. 0 GKINC� EL. 100'-0" 1 EL. 100'-0" T.O. SLAB i y i EL. 100'-O" 1 R 6x6 POSTS ! I CLOSET II I Z (TYPIGAL) k LINE OF FAGE OF HALL \ AT FLOOR ABOVE WALKNAY k ENTRY TI. BROUGHT IRON 6UARDRA I L t I i Q (TYPICAL) - ff QI I - LIVING ROOM _j �n _j -1 D- ---TV SHELF ABOVE 2x6 REDwoOD LL pEGKING 6AS FIREPLACE V41TH FLUE �) (TYPICAL) EXTENDED THRU THE ROOF �► v THICKEN WALL ABOVE i T.O. DEG KING BOULDER N6 R UTI FIREPLACE FOR O EL, gcl'-II 1/4 I OF FLUE TO ROOF RETAINING WALL I (VE R I FY THIGKNE55) W I �1 8x8 POSTS - -- - - - —t -- - -- # - LINE OF ROOF � � —A < L-I 1�j � ABOVE — I ❑ _ - - ` V w-ov - - 4'-6 112' ; °-u° -- - Y-6 112' - 2d'-11 CA2" El - - — _ ❑ ❑ - Q - --- bx6 POSTS - A 4,1 Dote: 04/14/03 5ECON LEVEL. r-L.DC R FLAN ReVl�ea: PLAN SCALE: I14" = I'-O" NORTH FA PLAN DATUM NOTE: 6RFA: SECOND LEVEL = 1 058.g SQ. FT ELEVATION 100' ON PLANS, ELEVATIONS AND SECTIONS GORRE5POND5 TO ELEVATION _7g5&65' ON THE SITE PLAN &ARA6E = 600. 0 50. FT. TOTAL FIRST LEVEL = 1 658.g SQ. FT. Sheet Number 5u5 MITTAL a r1 2 , � P A 4.1 y_ Q 1 15'-6 Irz' 41'-5 Ire" - - LINE OF ROOF ABOVE LINE OF FACE OF LU WALL BELOW Ln LL STAIR Q BEDROOM-5 SEDROOM-4 y a Q - ROOF BELOW Ll1 ❑ UN Ll T- 1 Y T.O. DECKING EL. IID'-I 3/4° MEDIGINE GABINET o � v b'-O" VAN- Q m ( MASTER o m BATHROOM BATH-5 MASTER o !C s CLOSET ry BEPSCOM-3 -y til� ' 4 MASTER. z BEDROOM El--- -® I � tLI � o �I - Lu LL Q _ ROOF BELOW 4 IROOF BELOW W - O I' f' z LU I -A - < uj -- 156 1/2' 2(?'-I 11/2" E Id PECK BELOW - - - ❑ I5T-0" - Date: 04/1 4/05 A 4.1 Revised: TH I R:� LEVEL fLCDR FLAN SCALE: I/4" = 1'-0" PLAN NORTH (SR FA FLAR DATUM NOTE: 6RFA: ELEVAT€ON 100' ON PLANS, ELEVATIONS AND SEGTIONS THIRD LEVEL = 122b 5 50. FT. CORRESPONDS TO ELEVATION Zli5b.65' ON THE SITE PLAN 5heot dumber r:�E5 1 6N 5U51,vI177AL ,