Account Detail - Washoe County, Nevada · lowered garage floor w/ 3-1/2" concrete slab on 9-1/2" lvl. concrete wall with sleepers. max. excavation \⠀䔀尩 grade. proposed grade

$Page 1: Account Detail - Washoe County, Nevada · lowered garage floor w/ 3-1/2" concrete slab on 9-1/2" lvl. concrete wall with sleepers. max. excavation \⠀䔀尩 grade. proposed grade$














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1'-6" ROCK WALL

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WOOD SHINGLE SIDING

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WOOD PANEL SIDING

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(E) METAL CHIMNEY TO SIZE AND LOCATION TO BE VERIFIED ON SITE

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RIDGE HT. = 104.34'

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(N) HIGH BASEMENT F.F.E. = 69.92'

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LOWEST POINT OF NATURAL GRADE = 71'

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(E)LOW 1st FLOOR F.F.E. = 78.92'

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(E) HIGH 2nd FLOOR F.F.E. = 88.67'

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(N) LOW BASEMENT F.F.E. = 68.67'

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(E) HIGH 1st FLOOR F.F.E. = 79.92'

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33' - 7 " TOTAL PROPOSED HEIGHT58" TOTAL PROPOSED HEIGHT

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RIDGE HT. = 104.34'

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(E) PLATE HEIGHT = 96.75'

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HEAD HEIGHT OF WINDOWS AND DOORS = 6.67' A.F.F

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HEAD HEIGHT OF WINDOW = 8.00' A.F.F

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(E) LOW 2nd FLOOR F.F.E. = 87.92'

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PROPOSED AND (E) GRADE

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STONE

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GAF COMPOSITION SHINGLE - GRAND CANYON IN COLOR STONEWOOD

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6

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12

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12

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6

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WOOD SHINGLE SIDING

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STONE SIDING

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WOOD PANEL SIDING

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PLASTER

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ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT/ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT/ENGINEER.

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THOMAS & SUSAN FLEMING REMODEL

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715 CRISTINA DR., INCLINE VILLAGE, NV

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SHEET

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OF

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DWG NO :

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JOB NO :

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SCALE :

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DATE :

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SHEETS

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CHECKED :

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SCOTCHWOOD LT 17

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DRAWN :

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APN: 126-251-06

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REVISIONS

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BY

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& ASSOCIATES, LTD.

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ENGINEERING

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NEVADA 89450

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P.O. BOX 5989

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AIA RCE

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ARCHITECTURE

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INCLINE VILLAGE

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ELISE FETT

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[email protected]

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FAX: (775)833-2388

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PHONE: (775)833-3388

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LE

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EF

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2.3.16

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AS NOTED

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TSFL

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Elev.dwg

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A-5

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.

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1/4" = 1'-0"

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NORTHWEST ELEVATION

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EXTERIOR FINISHES: ROOF: (N) CLASS A - TO MATCH EXISTING SIDING: (N) WOOD PLANKS AND (N) WOOD SHINGLES STONE: (N) STONE

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1/4" = 1'-0"

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NORTHEAST ELEVATION

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(REFER TO SHEET A-4 FOR ROOF AREA SUMMARY)

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6:12

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24%%%

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37'-2"

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ROOF PITCH

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BUILDING SITE SLOPE

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MAX. ALL. BUILDING HT.

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MAX EXISTING HEIGHT

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%%uBUILDING HEIGHT

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33'-7 "58"


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SLIDING FRENCH DOORS

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12

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6

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8

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12

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WOOD SHINGLE SIDING

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RIDGE HT. = 104.34'

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(N) HIGH BASEMENT F.F.E. = 69.92

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(E) LOW 1st FLOOR F.F.E. = 78.92'

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(E) METAL CHIMNEY TO SIZE AND LOCATION TO BE VERIFIED ON SITE

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12" SQ. PEDASTAL FOOTING, TYP.

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(N) HIGH BASEMENT F.F.E. = 69.92'

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RIDGE HT. = 104.34'

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(E) LOW 1st FLOOR F.F.E. = 78.92'

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(N) GUEST BEDROOM F.F.E. = 78.92'

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(N) GARAGE F.F.E. = 88.49'

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LOWERED GARAGE FLOOR w/ 3-1/2" CONCRETE SLAB ON 9-1/2" LVL

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CONCRETE WALL WITH SLEEPERS

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MAX. EXCAVATION

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(E) GRADE

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PROPOSED GRADE

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1'-6" ROCK WALL MAX

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HEAD HEIGHT OF WINDOWS AND DOORS = 87.92'

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HEAD HEIGHT OF WINDOWS = 7.67' A.F.F

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POST BEYOND @ ENTRY

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LE

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EF

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2.3.16

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AS NOTED

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TSFL

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Elev.dwg

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A-6

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.

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1/4" = 1'-0"

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SOUTHWEST ELEVATION

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1/4" = 1'-0"

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SOUTHEAST ELEVATION

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SHEET

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OF

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DWG NO :

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JOB NO :

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SCALE :

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DATE :

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SHEETS

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CHECKED :

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SCOTCHWOOD LT 17

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DRAWN :

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APN: 126-251-06

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REVISIONS

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BY

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& ASSOCIATES, LTD.

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ENGINEERING

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NEVADA 89450

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P.O. BOX 5989

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AIA RCE

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ARCHITECTURE

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INCLINE VILLAGE

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ELISE FETT

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[email protected]

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FAX: (775)833-2388

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PHONE: (775)833-3388


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N 27°39'08" E 195.87'

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N 65°53'38" W 45.82'

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N 49°00'02" E 184.41'

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Δ = 21°21'12"R = 310' L = 115.53'

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SETBACK

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SETBACK

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48

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50

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52

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54

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56

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58

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60

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62

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64

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66

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68

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70

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72

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74

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76

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78

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50

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52

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54

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58

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62

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66

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68

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70

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72

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74

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76

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78

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80

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82

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84

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86

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88

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90

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80

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82

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84

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86

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88

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CRISTINA DRIVE

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EDGE OF PAVEMENT

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E.O.P.

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EXISTING RESIDENCE

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REMOVE (E) ENCLOSED ELEVATED PARKING DECK

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REMOVE (E) STAIRS

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TOE OF SLOPE

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TOP OF BANK

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REMOVE (E) CONCRETE FOUNDATION

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REMOVE (E) CONC. RET. WALL

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REMOVE (E) CONC. PIERS

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22" F

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27" P

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24% slope

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(N) 2ND FLOOR DECK

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(N) 2ND FLOOR RESIDENCE (GARAGE)

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(N) 1ST FLOOR RESIDENCE

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(N) PATIO AT GRADE & (N) 1ST FLOOR DECK

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REMOVE (E) DECK

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BSMT. F.F.E.=69.92' 1ST F.F.E.=79.92' 2ND F.F.E.=88.67'

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SLOTTED DRAIN

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SLOPE

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(N) GARAGE F.F.E.=88.49' (N) 1ST F.F.E.=78.92'

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(E) BASEMENT

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ROOF OUTLINE -TYP.

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(E) ROOF

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(N) ROOF

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EDGE OF (N) ENTRY DECK

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3.6% AVERAGE DRIVE SLOPE

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30% SITE SLOPE

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18" P

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15" P

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23" P

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19" P

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30" P

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21" F

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8" P

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16" P

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26" P

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29" P

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AREA OF NUMEROUS LARGE PINES

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10' P.U.E.

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1'-6" MAX ROCK WALL

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72

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1'-6" MAX ROCK WALL

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2% SLOPE TO DRAIN

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SHEET

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OF

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DWG NO :

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JOB NO :

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SCALE :

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DATE :

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SHEETS

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CHECKED :

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SCOTCHWOOD LT 17

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DRAWN :

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APN: 126-251-06

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REVISIONS

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BY

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& ASSOCIATES, LTD.

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ENGINEERING

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NEVADA 89450

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P.O. BOX 5989

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AIA RCE

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ARCHITECTURE

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INCLINE VILLAGE

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ELISE FETT

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[email protected]

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FAX: (775)833-2388

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PHONE: (775)833-3388

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KM

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EF

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4-7-16

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AS NOTED

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TSFL

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Site.dwg

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SP-1

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"SP"

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N

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SITE PLAN

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SCALE 1"=8'

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1) EXISTING SURVEY & SITE PLAN PROVIDED BY OWNER. ELISE FETT & ASSOCIATES, LTD. IS NOT RESPONSIBLE FOR THE ACCURACY OF THE EXISTING CONDITIONS ON THIS SITE PLAN.

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%%uCONTACT PERSON

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ELISE FETT & ASSOCIATES

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INCLINE VILLAGE, NV 89450

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%%UNOTE:

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(775) 833-3388

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P.O. BOX 5989

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0.3630 acres

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%%uLAND AREA

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15,812 SQ. FT.

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NOT TO SCALE

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VICINITY MAP

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DTA605

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INCLINE VILLAGE

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KINGS

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BEACH

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TAHOE

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DOLLAR POINT

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LAKE FOREST

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28

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LAKE

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TAHOE VISTA

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CARNELIAN BAY

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HARBOR

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CALIFORNIA

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NEVADA

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CRYSTAL BAY

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SAND

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NORTHSTAR

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267

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431

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SITE

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THOMAS & SUSAN FLEMING

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5111 ALTA CANYADA RD.

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%%uPROPERTY

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%%uOWNER

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INCLINE VILLAGE

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WASHOE COUNTY, NEVADA

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LOT 17

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SCOTCHWOOD

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715 CRISTINA DR.

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LA CANADA FLINTRIDGE, CA 91011

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CODE EDITION - I.R.C. 2012 OCCUPANCY GROUP - R-3 TYPE OF CONSTRUCTION - V

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%%UCODE ANALYSIS

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%%uLEGEND

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F24

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EXISTING CONTOURS

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TREE, SIZE, TYPE

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30F

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TREE TO BE REMOVED

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APN: 126-251-06

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REMOVED CONTOURS

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NEW CONTOURS



Documents

Account Detail - Washoe County, Nevada · lowered garage floor w/ 3-1/2" concrete slab on 9-1/2" lvl. concrete wall with sleepers. max. excavation \⠀䔀尩 grade. proposed grade