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Date:
01 -10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-04-06 Preliminary Plans
03-13-06 DRB Submittal Set
03-24-06 Revised DRS
Submittal Plan
04-17-06 Revised DRB Set
05-05-06 Building Permit Set
Sheet Title:
Site Plan
Proj. No.: 06-05
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Submittal Plan
04-17-06 Revised DRB Set
05-05-06 Building Permit Set
Sheet Title:
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04-17-06 Revised DRB Set
05-05-06 Building Permit Set
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Proj. No.: 06-05
1 Drawn By: TBF
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02-17-06 Preliminary Plans
03-04-06 Preliminary Plans
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04-17-06 Revised DRB Set
05-05-06 Building Permit Set
Sheet Title:
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Proj. No.: 06-05
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Checked By:TBF
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02-17-06 Preliminary P lains
03-04-06 - P lans
03-13-06 D`: Submittal Set
03-24-06 Revised ••
Submittal Plan
04-17-06 Revised DR Set
05-05-06 . P ermit Set
Sheet Title:
Lan dscap e
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01-10- - P lans
02-17-06 Preliminary P lains
03-04-06 - P lans
03-13-06 D`: Submittal Set
03-24-06 Revised ••
Submittal Plan
04-17-06 Revised DR Set
05-05-06 . P ermit Set
Sheet Title:
Lan dscap e
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C ON STR.T CTI ON & STAGING PLAN
It ni 2' 4'
SCALE: 1/4 " =V -0"
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OSTER. No
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APPROVAL.
12
C,4 FEN
ES IN OR
ICTION
D EN'T'IRE
:s TOM
MATERIALS
OF TREE
W.% AND
BOULDER WALLS - I -AIAV t
1 -Ala
BALCONY ABOVE
BALOMY SUPPORT
COLUMN - SEE
STRUCTURAL
CATCH BASIN AND
DEWATERING SUMP - SEE
i -AljV
SANDSTONE STEPS
STONE VENEER RETAINING
WALL
GARDEN
am mom
"m JIM am mm
�f
II
II
II
II
�I
II
II
RELOCATED WATER METER
FOR EAST UNIT FROM PRESENT
LOCATION IN THE CRAWL
SPACE OF THE WEST UNIT, TO
THE CRAM. SPACE OF THE
EAST UNIT
GENERAL NOTE - 6.
1. vo NOT SCALE oRAWw-4. THESE DRAWING-sS AM
F OR DESIGN INTEW O NLY.
A ND IMPORT DISCREPANCIES • ARC441TECT PRIOR
T o MAKJWs ANY RENASIONS TO PLANNED D ETAILS
• it •- r •
• • r� •r - +
Ain
•r' • r r IF •
4. REFER TO INTERIOR DESIGN DRAWINGS FOR ALL
FINISHES, LIG44TING, SWITCHING AND POWER PLAN
INFORMATION. VERIFY ALL ELECTRICAL INFORMATION
PRIOR TO ROUGH -IN. COOROINATE FINAL LOCATIONS
FOR ALL ELECTRICAL DEVICES WITH ARCHITECT AND
INTERIOR DESIGNER.
5. ALL NEW WALLS TO BE LOCATED ON SITE BY
ARCHITECT PRIOR TO FRAMING.
LOWER LEVEL I'LAl\T
O
i t o l 21 41 71
SCALE: 1/7=1
REROUTE ALL EXIST'G
WASTE PIPING FROM
ABOVE TO FURRED WALT.
SPACES AND UNDER
SLAB TO NEW DUPLEX
SEWAGE EJECTOR
REMOVE EX
LIVIG: RM.
NEW WINDOW
CLAD WINDC.
LIVING R"
CUSTOM aTE
AIRCRAFT C
WALL MOUNT!
A. SEE CUT-81
NEW ewcuLm
STEPS AS NE
EXISTIG Elm
NEW IN-FLOC
HEATER UNIT
- FRAME FLC
ACCOMODA1
0
GENERAL NOTE 5.
All I
• MAXJWs ANY REVISIONS TO PLANNED DETAILS
AND/OR PRwIENSIONS.
2. INSTALL SMOKE DE I CTOF;0) MR PLANS AND T�E
INTERNATIONAL. RESIDENTIAL CODE (IRC), SECTION
R31.4 (200a).
3. RETE TO STRUCTURAL DRAWINGS FOR ALL
STRUCTURAL MODIFICATIONS AND DETAILS.
4. RISE TO INTERIOR DESIGN DRAWINGS FOR ALL
FINISHES, LIGHTING, SWITCHING AND POWER PLAN
INFORMATION. VERIFY ALL ELECTRICAL INFORMATION
PRIOR TO ROUC-A-I-IN. COORDINATE FINAL LOCATIONS
FOR ALL ELECTRICAL DEVICES WITH ARCHITECT AND
INTERIOR DESIGNER.
5. ALL NEW WALLS TO SE LOCATED ON SITE 15Y
ARCHITECT PRIOR TO FRAMIW-%,
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1. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE
FOR DESIGN INTENT ONLY. VERIFY EXISTING
CONDITIONS PRIOR TO C4"IENCHG CONSTRUCTION
AND REPORT DISCREPANCIES TO ARCHITECT PRIOR
TO MAKING ANY REVISIONS TO PLANNED DETAILS
AND /OR DIMENSIONS.
2. INSTALL SMOKE DE I CTORS) MR PLANS AND T�E
INTERNATIONAL RESIDENTIAL CODE (IRC), SECTION
F4 (2003).
3 REFER TO STRUCTURAL DRAWINGS FOR ALL
STRUCTURAL MODIFICATIONS AND DETAILS.
4.
W — ER TO INTERIOR DESIGN PRAUM6 FOR ALL
FINISHES, LIG44TING, SWITC44NG AND POWER PLAN
W VERIFY ALL ELECTRICAL IW
PRIOR TO R• UG44—IK C40ORPINATE FINAL LOCATIONS
• ALL ELECTRICAL VE)tlCES WITH ARC441TECT AND
INTERIOR VE644SIER.
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GENERAL NO` E5:
I. DO NOT SCALE DRAWIW38. TWESE DRAWIW36 ARE
" DESIGN INTENT ONLY. VERIFY EXISTtW-i
CoONDITIONS PRIOR TO CO ENCWS CA"TRUCTION,
AND WPORT DISCREPANCIES TO ARC441TECT PRIOR
♦ MAKIW-v ANY REVISIONS TO PLANNED DETAILS
AND/OR DIMENSIONS.
2. INSTALL SMOKE DETECTORS) PER PLANSAND ,=
INTERNATIONAL RESIDENTIAL CODE (IRC), SECTION
R313 (2003). 1
3 REFER TO STRUCTURAL DRAWINGS FOR ALL
STRUCTURAL MODIFICATIONS AND DETAILS.
4. IRS R TO INTERIOR DESIGN r>RAAUW.4 FOR ALL
FINI.%eS, LIG44TING, SWITC44Wx AND POWER PLAN
INFORMATION. VERIFY ALL ELECTRICAL INFOWATION
PRIOR TO ROLIC-04-IK C4NARDINATE FINAL LOCATIONS
FOR ALL ELECTRICAL DEVICES WITH ARCHITECT AND
INTERIOR DESIGNER.
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TO UNDERSROUND 0
SYSTEM AND RUN TO
STANDING SEAM COF
COPPER GUTTER Aha
DOWNSPOUT W/ NEAT
ROUTE DOMSPOUT 4
TAM TO ROOF BELL
--' PT A
ROOF P =L,
I t of 2 1 4 1
m I I
SCALE, 1/4"=l'-0
GENERAL NOTES.-
1. 0 • NOT SCA-E DRAWIN636. TWESE DRAWINGS AFM
" DESIGN INTENT Otla-y. VERIFY EXISTING
AND REPORT DISCREPANCIES TO ARC441TECT PRIOR
TO MAKJNG ANY WASIONS TO PLANNED DETAILS
AND/OR DIMENSIONS.
w AWN
)Vli;JW liq
3. REMOVE ALL EXISTING ROOFING ON WEST UNIT AND
AN AMOUNT NECESSARY TO PROPERLY WATERPROOF
AND FLASH THE VALLEY AT THE COMMON WALL
BETWEEN THE EAST AND WEST UNIT.
4. PLACE ICE 4 WATER SHIELD ON 100% OF ROOF
SURFACE EXCLUDING 6" EITHER SIDE Cr- RIDGE.
PLACE CORE —VENT RIDGE VENT MATERIAL AT RIDGE
AND COVER WITH CEDAR SHINGLES.
5, REPLACE EXISTING SWW_%LES WITH CLASS 13 FIRE
RESISTANCE TREATED CEDAR SHINGLES TO MATCH
EXISTING SWINGLES,
6. ALL 0110 EDGE AND FLASWIN625 TO IBE CZ)P -
ALLOW COPPER TO PATNA NATURALLY TO A DARK
IBROWN.
I. ALL GUTTERS TO 5E 5" CZ:rMR "K" SHAPED AND
DOWNSPOUTS TO BE 3"# CAOPPER, ALL GUTTERS AND
DOWNSPOUTS TO HAVE ELECTRIC NEAT TAPE TO
DAYLIGHT. COORDINATE POWER REQUIREMENT WITH
ELECTRICIAN.
S. INSTALL "Z -MESH" ROOF DEICING PER
MANUFACTURER'S INSTRUCTIONS IN AREAS NOTED ON
PLAN. COORDINATE POWER REQUIREMENT WITH
ELECTRICIAN.
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ROUTE DOWN TO COLLECTOR
PIPE TO DEWATERINSS SUMP -
REPLACE EXIST'G CASEMENT WINDOWS
W/ ALUM. CLAD CASEMENT WINDOWS -
MATC44 EXIST'G SIZES, TYP.
NEV ENTRY ROOF - STANDING
SEAM, COPPER ROOF:
lip • 0• 0
[11:3now
WALL MOUNTED LIGHT
FIXTURE, am CUT
SWEET - TYP. OF I
STONE VENEER W/ 2*
SANDSTONE LEDGE CAP
PANTED STL COL ON STONE
COL BASE
NEW REDWOOD T4G VERTICAL
SIDWS AT ENTRY WALLS AND
WINDOW/DOOR TRIM
NEW CLASS 15', CEDAR SWW.*LE ROOF
OVER ICE 4 WATER SHIELD
NEW COPPER GUTTER AND DOWN SPOUT
I.I,I/ HEAT TAPE - TIE DOWNSPOUTS INTO
COLLECTION PIPE AND " TO
DEWATERW-v SUMP
REPLACE FASCIA AS NECESSARY - MATCH
EXIST'G DETAILS - PAINT DARK BROWN
REPLACE ALL EXIST'G: SIDING W1 SAME
PROF ILE AND DETAILS As EXIST'G SIDING
- REPAINT TO MATCH EXIST SIDING
COLOR
PAINT EAST UNIT TRIM TO MATCH WEST
UNIT
I A A
WALL MOUNTED LIGHT FIXTURE, WE
CUT SWEET - TYP. OF I
1 WEST ELEVATION
■
1
I io
F I M,_, M 4
1 1 01 2 4
6mmimi
SCALE: 1/4"=V-0
WALL MOUNTED LIGHT
FIXTURE, OEM CUT
SWEET - TYP. OF I
COPIER, STAND WS
SEAM ROOF
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ARNOLD -NEWMAN
RESIDENCE
O L 4 -% 1- . 1 1 /4 11
'F T.O. FLYWD. LOf=T
ee I - 1 11
T.O. FLYWl_ UFFER LEVEL
COPPER CONDUCTOR HEAD 4
DOWNSPOUT W1 HEAT TAPE - DUMP
DOWNSPOUT ON SPLASH SLOCK UNDER
SPRUCE TREES
REPLACE ALL EXIST SIDING W1 SAME
PROFILE AND DETAILS AS EXIST'G SIDING
REPAINT TO MATCH EXIST SIDING TO. FLYWD. IN'G P.M.
COLOR
— NEW ALUM. CLAD WINDOWS TWRU
—NEW BALCONY W/ CUSTOM STEEL BALUSTERS 4
AIRCRAFT CABLE * 4" OjC, - COPPER GUTTER 4 __T 01 L Y �Wr_ >. L I V I G RM.
DOWNSPOUT DOWN TO DEWATERI'NG SUMP
—STONE VENEER
— ALUM. CLAD WINDOWS AND DOORS
—2" THICK SANDSTONE SILL, TYP. * ALL GENERAL NOTE6.-
WINDOWS IN STONE VENEER 1. DO NOT SCALE DRAWINGS. THESE DRAI)W36 ARE
— WALK -OUT GARDEN OL rO V 10 1/2 FOR DESIGN INTENT ONLY, VERIFY EXISTING
T.O. CONC, LOWER LEVEL CONDITIONS PRIOR TO COMMENCING CONSTRUCTION
AND REPORT DISCREPANCIES TO ARCHITECT MICnit
TO MAKING ANY REVISIONS TO MANNED DETAILS
EAST RESIDENCE AND/01;t DIMENSIONS.
■
PAINT EAST UNIT TRIM TO MATCH
WEST UNIT
0 /1
W11HE
WON
LM
1 1 01 2 4
6mmimi
SCALE: 1/4"=V-0
WALL MOUNTED LIGHT
FIXTURE, OEM CUT
SWEET - TYP. OF I
COPIER, STAND WS
SEAM ROOF
Q ��
// / / 7
ARNOLD -NEWMAN
RESIDENCE
O L 4 -% 1- . 1 1 /4 11
'F T.O. FLYWD. LOf=T
ee I - 1 11
T.O. FLYWl_ UFFER LEVEL
COPPER CONDUCTOR HEAD 4
DOWNSPOUT W1 HEAT TAPE - DUMP
DOWNSPOUT ON SPLASH SLOCK UNDER
SPRUCE TREES
REPLACE ALL EXIST SIDING W1 SAME
PROFILE AND DETAILS AS EXIST'G SIDING
REPAINT TO MATCH EXIST SIDING TO. FLYWD. IN'G P.M.
COLOR
— NEW ALUM. CLAD WINDOWS TWRU
—NEW BALCONY W/ CUSTOM STEEL BALUSTERS 4
AIRCRAFT CABLE * 4" OjC, - COPPER GUTTER 4 __T 01 L Y �Wr_ >. L I V I G RM.
DOWNSPOUT DOWN TO DEWATERI'NG SUMP
—STONE VENEER
— ALUM. CLAD WINDOWS AND DOORS
—2" THICK SANDSTONE SILL, TYP. * ALL GENERAL NOTE6.-
WINDOWS IN STONE VENEER 1. DO NOT SCALE DRAWINGS. THESE DRAI)W36 ARE
— WALK -OUT GARDEN OL rO V 10 1/2 FOR DESIGN INTENT ONLY, VERIFY EXISTING
T.O. CONC, LOWER LEVEL CONDITIONS PRIOR TO COMMENCING CONSTRUCTION
AND REPORT DISCREPANCIES TO ARCHITECT MICnit
TO MAKING ANY REVISIONS TO MANNED DETAILS
EAST RESIDENCE AND/01;t DIMENSIONS.
■
PAINT EAST UNIT TRIM TO MATCH
WEST UNIT
0 /1
W11HE
WON
41
Date:
02-17-06 Preliminary Plans
03-03-06 Preliminary Plans
03-13-06 D•B Submittal Se,
04-17-06 DRB Resubmittal Set
05-05-06 Building Permit Set
Sheet Title:
Exterior
Elevations
Prol. No.: 04-06
Drawn By: TBF
Checked BY:TBF
UAQ' I ADXTC'NTT"N XTUAVTATANT
RESIDENCE GLASS
NORTH ELEVATION F 0 1
2 4
2 1 � I I
SCALE. 1/4"=V-0 ro a - 101 1 /2
CONC. LOWER LEVEL
LL
Ind
112
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41
Date:
02-17-06 Preliminary Plans
03-03-06 Preliminary Plans
03-13-06 D•B Submittal Se,
04-17-06 DRB Resubmittal Set
05-05-06 Building Permit Set
Sheet Title:
Exterior
Elevations
Prol. No.: 04-06
Drawn By: TBF
Checked BY:TBF
UAQ' I ADXTC'NTT"N XTUAVTATANT
RESIDENCE GLASS
NORTH ELEVATION F 0 1
2 4
2 1 � I I
SCALE. 1/4"=V-0 ro a - 101 1 /2
CONC. LOWER LEVEL
Date:
02-17-06 Preliminary Plans
03-03-06 Preliminary Plans
03-13-06 D•B Submittal Se,
04-17-06 DRB Resubmittal Set
05-05-06 Building Permit Set
Sheet Title:
Exterior
Elevations
Prol. No.: 04-06
Drawn By: TBF
Checked BY:TBF
UAQ' I ADXTC'NTT"N XTUAVTATANT
RESIDENCE GLASS
NORTH ELEVATION F 0 1
2 4
2 1 � I I
SCALE. 1/4"=V-0 ro a - 101 1 /2
CONC. LOWER LEVEL
REPLACE FASCIA AS
NECESSARY - MATCH EXIST
NEW CLASS 15', CEDAR
SHINGLE ROOF OVER ICE 4
WATER SHIELD
NEW COPPER GUTTER AND DOWN
SPOUT W/ HEAT TAPE - TIE
DOWNSPOUTS INTO COLLECTION
PIPE AND I" TO PAY1,16"T OR
TO Ve"TERING SUMP IF
NECESSARY
06
' - -0 /4 u
T FLYWO. LOPT
WALL MOUNTED LIGHT
FIXTURE, SEE CUT SHEET -
TYP. OF I
"-
ALUM. CLAD DIRECT-SET
WINDOWS OVER AWNING
WINDOWS, Tyr.
REPLACE ALL EXIST'G SIDING
W/ SAME PROFILE AND DETAILS
AS EXIST'G SIDING - PAINT TO
MATCH EXISTCs COLOR
OL
SS -11/411 - -- - --
T.O. FLYUJD. UPPER LEVEL
NEW RAILING - CUSTOM STEEL
OIALUSTEft W1 AIRCRAFT
CAOLES * 4 O.C.
OL 1131-31,
'F T.O. f-LYUA:% 5
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F T.O. FLYWO. Z
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STONE VENEERED )l
RETAIN'G WALL W/ -------------------------------
SANDSTONE CAP
06 1 /2 1 -41-
Y T.O. CONC. L6@fff� Eff
WALK-OUT
GARDEN }BEYOND
EXIST'G EXIST'G
WINDOWS TO REMAIN
H
DINING
AREA
NEW
BASEMENT
ADDITION
SOUTH ELEVATION. - ARNOLD -NEWMAN I EAST RESIDENCE
i t 01 2 41 RESIDENCE T
0, " - ALE: 1/4
EAST RESIDENCE
EXIST'G CLASS BLOCK WINDOW IN
MASTER SHOWER TO REMAIN
4A
GENERAL NOTE 61.
1. DO NOT SCALE DRAWINGS. TI-ESE DRAWINGS AIM
FOR DESIGN INTENT ONLY. VERIFY EXISTING
=NPITIONS PRIOR TO C4VMMENCNG CONSTRUCTION
AND REPORT DISCRIEPANCIES TO ARC44MCT PRIOR
• MAKING ANY REVISIONS TO PLANNED DETAILS
AND/OR DIMENSIONS.
REPLACE EXIST'G CASEMENT WINDOW W/
ALUI*t CLAD CASEMENT WINDOW - MATCH
EXISTIC, SIZES, TYP.
MPLACE FASCIA AS NECESSARY - MATCH
EXIST'G DETAILS - PAINT DARK 5ROWN
REPLACE ALL EXIST'G SIDING W1 SAME
PROFILE AND DETAILS AS EXIST'G SIDING
- PAINT TO MATCH EXIST'G COLOR
NEW COPPER GUTTER AND DOWNSPOUT
W1 HEAT TAM - SPLASH DOWNSPOUT IN
TREE WELL ADJACENT TO GARAGE
ti
0
O . F>LYLUD. LOt-T
Date:
- ------ 02-17-06 Preliminary Plans
-13-06 D B Submittal Set
04-17-06 DRB Resubmittal Set
05-05-06 Building Permit Set
If if
/0
JL--1111 ----- -
4
— * - T.0. l`-LY@5 LEVEL
------- - Sheet Title:
2" THICK SANDSTONE $ILL, TYP. ALL Exterior
WINDOWS IN ST04E VENEER
Elevations
STONE VENEER W1 SANDSTONE LEDGE
CAP
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-------- GARAGE
T.O. FLYWID. DING RM. I
-4=== t - -- - -- AL Proj. No.: 04-06
— -- — -- - — -- — -- — -- — -- — -- — -- — - — -- — -- — -- — -- Drawn By: TBF
—L\ Checked By:TBF
EAST RESIDENCE A OLD -NEWMAN
RESIDENCE T.O. PLYUJD. LIV'G RM. M
EAST ELEVATION 1 1 0 1 21 41 A311111
SCALE. l/4"=1'-0"
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GENERAL NOTE 61.
1. DO NOT SCALE DRAWINGS. TI-ESE DRAWINGS AIM
FOR DESIGN INTENT ONLY. VERIFY EXISTING
=NPITIONS PRIOR TO C4VMMENCNG CONSTRUCTION
AND REPORT DISCRIEPANCIES TO ARC44MCT PRIOR
• MAKING ANY REVISIONS TO PLANNED DETAILS
AND/OR DIMENSIONS.
REPLACE EXIST'G CASEMENT WINDOW W/
ALUI*t CLAD CASEMENT WINDOW - MATCH
EXISTIC, SIZES, TYP.
MPLACE FASCIA AS NECESSARY - MATCH
EXIST'G DETAILS - PAINT DARK 5ROWN
REPLACE ALL EXIST'G SIDING W1 SAME
PROFILE AND DETAILS AS EXIST'G SIDING
- PAINT TO MATCH EXIST'G COLOR
NEW COPPER GUTTER AND DOWNSPOUT
W1 HEAT TAM - SPLASH DOWNSPOUT IN
TREE WELL ADJACENT TO GARAGE
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- ------ 02-17-06 Preliminary Plans
-13-06 D B Submittal Set
04-17-06 DRB Resubmittal Set
05-05-06 Building Permit Set
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— * - T.0. l`-LY@5 LEVEL
------- - Sheet Title:
2" THICK SANDSTONE $ILL, TYP. ALL Exterior
WINDOWS IN ST04E VENEER
Elevations
STONE VENEER W1 SANDSTONE LEDGE
CAP
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T.O. FLYWID. DING RM. I
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— -- — -- - — -- — -- — -- — -- — -- — -- — - — -- — -- — -- — -- Drawn By: TBF
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EAST RESIDENCE A OLD -NEWMAN
RESIDENCE T.O. PLYUJD. LIV'G RM. M
EAST ELEVATION 1 1 0 1 21 41 A311111
SCALE. l/4"=1'-0"
GENERAL NOTE 61.
1. DO NOT SCALE DRAWINGS. TI-ESE DRAWINGS AIM
FOR DESIGN INTENT ONLY. VERIFY EXISTING
=NPITIONS PRIOR TO C4VMMENCNG CONSTRUCTION
AND REPORT DISCRIEPANCIES TO ARC44MCT PRIOR
• MAKING ANY REVISIONS TO PLANNED DETAILS
AND/OR DIMENSIONS.
REPLACE EXIST'G CASEMENT WINDOW W/
ALUI*t CLAD CASEMENT WINDOW - MATCH
EXISTIC, SIZES, TYP.
MPLACE FASCIA AS NECESSARY - MATCH
EXIST'G DETAILS - PAINT DARK 5ROWN
REPLACE ALL EXIST'G SIDING W1 SAME
PROFILE AND DETAILS AS EXIST'G SIDING
- PAINT TO MATCH EXIST'G COLOR
NEW COPPER GUTTER AND DOWNSPOUT
W1 HEAT TAM - SPLASH DOWNSPOUT IN
TREE WELL ADJACENT TO GARAGE
ti
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O . F>LYLUD. LOt-T
Date:
- ------ 02-17-06 Preliminary Plans
-13-06 D B Submittal Set
04-17-06 DRB Resubmittal Set
05-05-06 Building Permit Set
If if
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JL--1111 ----- -
4
— * - T.0. l`-LY@5 LEVEL
------- - Sheet Title:
2" THICK SANDSTONE $ILL, TYP. ALL Exterior
WINDOWS IN ST04E VENEER
Elevations
STONE VENEER W1 SANDSTONE LEDGE
CAP
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-------- GARAGE
T.O. FLYWID. DING RM. I
-4=== t - -- - -- AL Proj. No.: 04-06
— -- — -- - — -- — -- — -- — -- — -- — -- — - — -- — -- — -- — -- Drawn By: TBF
—L\ Checked By:TBF
EAST RESIDENCE A OLD -NEWMAN
RESIDENCE T.O. PLYUJD. LIV'G RM. M
EAST ELEVATION 1 1 0 1 21 41 A311111
SCALE. l/4"=1'-0"
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Sheet Title:
Building
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SCALE:
GENE RAL. NOTES
1. DO NOT SCALE DRAWINGS THESE DRAWINGS ARE
FOR DESIGN INTENT ONLY. VERIFY EXISTING
CONDITIONS PRIOR TO CTiCING CONSTRUCTION
AND REPORT DISCREPANCIES TO ARCHITECT PRIOR
TO MAKING ANY REVISIONS TO PLANNED DETAILS
AND /OR DIMENSIONS.
2. REFER TO STRUCTURAL DRAWINGS FOR ALL
STRUCTURAL MODIFICATIONS AND DETAILS
3. REFER TO INTERIOR DESIGN DRAWINGS FOR ALL
FINISHES, LIGHTING, SWITCHING AND POWER PLAN
INFORMATION. VERIFY ALL ELECTRICAL INFOWATION
PRIOR TO ROUGH -IN. COORDINATE FINAL LOCATIONS
FOR ALL ELECTRICAL DEVICES WITH ARCHITECT AND
INTERIOR DESIGNER
4. ALL NEW WALLS TO BE LOCATED ON SITE MY
ARCHITECT PRIOR TO FRAMING.
5. DEWATERING SYSTEM TO BE DETERMINED
DURING/AFTER EXCAVATION AND UNDERPINNING OF
FOUNDATION. SET DEWATERING SUMP PRIOR TO
EXCAVATION AND PLACE TEMPORARY CONSTRUCTION
DEWATERING SUMP -PUMP. PUMP ALL WATER TO
APPROVED SEDIMENT REMOVAL SYSTEM. OBTAIN
DEWATERING PERMIT AS REQUIRED BY THE TOWN OF
VAIL_
6. ALL SOIL CAONVITIONS TO BE CONFIRMED BY SOILS
ENGINEER WHEN EXIST'G CRAWL SPACE HAS BEEN
EXCAVATED, PRIOR TO UNDERPINNING OF
FOUNDATION.
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DEWATERING SYSTEM - DRAIN TO
DEWATERING SUMP
NEW FOUNDATION AND FT'G - RE: STRUCT.
68' -10 v
T.O.
INSTALL DRAIN BOARD A DRAIN TILE
AGAINST SOIL AS SHOWN
LOUDER LEVI=L - _
z WALL SECTION
311 0 6" It
SCALE:
GENE RAL. NOTES
1. DO NOT SCALE DRAWINGS THESE DRAWINGS ARE
FOR DESIGN INTENT ONLY. VERIFY EXISTING
CONDITIONS PRIOR TO CTiCING CONSTRUCTION
AND REPORT DISCREPANCIES TO ARCHITECT PRIOR
TO MAKING ANY REVISIONS TO PLANNED DETAILS
AND /OR DIMENSIONS.
2. REFER TO STRUCTURAL DRAWINGS FOR ALL
STRUCTURAL MODIFICATIONS AND DETAILS
3. REFER TO INTERIOR DESIGN DRAWINGS FOR ALL
FINISHES, LIGHTING, SWITCHING AND POWER PLAN
INFORMATION. VERIFY ALL ELECTRICAL INFOWATION
PRIOR TO ROUGH -IN. COORDINATE FINAL LOCATIONS
FOR ALL ELECTRICAL DEVICES WITH ARCHITECT AND
INTERIOR DESIGNER
4. ALL NEW WALLS TO BE LOCATED ON SITE MY
ARCHITECT PRIOR TO FRAMING.
5. DEWATERING SYSTEM TO BE DETERMINED
DURING/AFTER EXCAVATION AND UNDERPINNING OF
FOUNDATION. SET DEWATERING SUMP PRIOR TO
EXCAVATION AND PLACE TEMPORARY CONSTRUCTION
DEWATERING SUMP -PUMP. PUMP ALL WATER TO
APPROVED SEDIMENT REMOVAL SYSTEM. OBTAIN
DEWATERING PERMIT AS REQUIRED BY THE TOWN OF
VAIL_
6. ALL SOIL CAONVITIONS TO BE CONFIRMED BY SOILS
ENGINEER WHEN EXIST'G CRAWL SPACE HAS BEEN
EXCAVATED, PRIOR TO UNDERPINNING OF
FOUNDATION.
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Wall
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EXISTIG WALL FRAMING
STEEL GRIP RAIL, TYP.
1 1/4" WOOD TREAD. TYP.
SENT STEEL TREAD AND
RISER, TYP.
STEEL NEWEL POST, TYP,
STEEL T
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FOR TREAD AND RISER
------ _ ------------ - - - ---
- -
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WALL - WELD FOLDED STEEL PLATE
TREAD/RISER TO SKIRT AND LAG SCREW
SKIRT TO WALL FRAMING
4 STA SECTION.
T.O. PLYWO. UPPER LEVEL
19
STEEL GUARD W/ GRIP-RAIL TOP
RAIL - STEEL NEWELS W1 1/4"#
STEEL CABLE AND TENSIONERS AT
MAX, 4" O.C. WELD NEWEL TO SIDE
OF STRINGER BELOW TREAD
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02-17-06 Preliminary Plans
05-05-06 Building Permit Set
EVEL
NEW CONC. SLAB ON GRADE
T.O. CONC. LOWER LEVEL
Sheet Title:
Stairs
Proj. No.: 04-06
I Drawn By: TBF
Checked By:TBF
2 STA -Ll--IIR SECTION,
0 V 2' 4%
SCALE: 3/8" = 1' -0"
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GENERAL NOTES
1. LIVE LOADS USED IN DESIGN:
A. ROOF 80 PSF
B. TYPICAL FLOOR 40 PSF
C. DECKS 100 PSF
0. WIND
1, BASIC WIND SPEED 80 MPH
2. EXPOSURE B
E, EARTHQUAKE ZONE I
F. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE,
2. TESTING, INSPECTIONS AND OBSERVATIONS:
A, CONTRACTOR SHALL PROVIDE COORDINATION FOR SPECIAL INSPECTIONS OF THE
CONSTRUCTION (PAID FOR BY OWNER) AS OUTLINED IN THE PROJECT
SPECIFICATIONS AND LISTED BELOW IN CONFORMANCE WITH THE PROVISIONS OF
CHAPTER 17 OF THE UNIFORM BUILDING CODE, SPECIAL INSPECTION SHALL BE
PROVIDED BY A QUALIFIED SPECIAL INSPECTING AGENCY AS APPROVED BY THE LOCAL
BUILDING OFFICIAL,
B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR:
1. SOIL PREPARATION
a. EARTHWORK EXCAVATION, FILLING AND COMPACTION BELOW FOOTINGS
AND SLAB ON GRADE.
2. CONCRETE
a. THE TAKING OF TEST SPECIMENS TO DETERMINE COMPRESSIVE
STRENGTH,
C. STRUCTURAL OBSERVATIONS
1, STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE
CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED
INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL
INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE UNIFORM
BUILDING CODE.
3, FOUNDATICNS
A. MAXIMUM SOIL DESIGN PRESSURE 2000 PSF
B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 1060150
BY HP GEOTECH DATED FEBRUARY 28, 2006,
C. ALL FOOTING BEARING ELEVATIONS SHOW" ARE ASSUMED. EXACT BEARING
ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS
SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE.
D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR
PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL
SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM
D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE
ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL
REPORT FOR DESCRIPTION OF BEARING SOIL).
E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12
INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT, REFER
TO SOILS REPORT FOR BACKFILL MATERIAL,
F. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS OTHERWISE
NOTED ON PLANS,
G. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED
FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MINIMUM OF 2
REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB ON GRADE,
H. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY
BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE,
4, SLAB ON GRADE
A, THE SLAB ON GRADE SELECTED BY THE OWNER AT THE GROUND FLOOR LEVEL OF THIS
BUILDING HAS SOME RISK OF MOVEMENT, THE SLAB OPTION CHOSEN AS PROVIDING
SUITABLE PERFORMANCE AT A REASONABLE COST REQUIRES i FEET OF OVER-
EXCAVATED FILL TO BE PLACED. REFERENCE THE PROJECT SOILS REPORT FOR
SPECIFIC REQUIREMENTS.
B. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT
ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE, THE
CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION
REQUIREMENTS TO THE GEOTECHNICAL ENGINEER,
C. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED
TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE, ISOLATION
DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE
REQUIRED, REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE
RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH
THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE.
S. CONCRETE
A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1/11 SULFATE RESISTANT
PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING
REQUIREMENTS:
CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ,
FOOTINGS 3000 psi STD - - - - - FOUNDATION WALLS 4000 psi STD - - - - - -
INTERIOR SLABS ON GRADE 3000 psi STO 0.50 - - -
EXTERIOR CONCRETE ( * *) 4500 psi STO 0,45 6%-
FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD
SALTS W/C RATIO SHALL NOT EXCEED 0.4,
"* MAXIMUM SLUMP SHALL NOT EXCEED 4 ".
B, CONTRACTOR SHALL SAWC OR TROWELCUT JOINTS IN SLABS ON GRADE, JOINTS
SHALL BE SPACED AT 12' MAXIMUM AND SAXUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16"
WIDE WITHIN 12 HOURS AFTER POURING, CARRY ALL SLAB REINFORCEMENT THROUGH
JOINT.
C, SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINT$ IN A
HORIZONTAL PLANE, ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF
SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE
SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE
ENGINEER,
0, ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE
WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE, USE
STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF
CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER,
6, REINFORCEMENT
A, ALL REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO ASTM
A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE
DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60,
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE
LAPPED ONE FULL MESH AT SIDE AND ENO SPLICES AND WIRED TOGETHER,
C. REINFORCEMENT PROTECTION:
1, CONCRETE POURED AGAINST EARTH 3"
2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2"
3, COLUMNS AND BEAMS (TIE BARS) 1 -1/2'
4, SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4
D, REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH
SECTIONS 7,5, 7.6 AND 7,7 OF ACI 318, LATEST EDITION,
E, NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR
AUTHORIZED BY THE STRUCTURAL ENGINEER, LAP SPLICES, WHERE PERMITTED, SHALL
BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A
MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS OTHERWISE
NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS.
F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2' -0" PROJECTION AROUND ALL OPENINGS IN
CONCRETE WALLS, SLABS, AND BEAMS, ALSO PROVIDE TWO #5 X 4'-0 DIAGONALLY AT
EACH CORNER,
G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS
FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS,
7, MASONRY
A. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, GRADE N. BRICK SHALL
FULFILL ASTM C62, C216 OR C652, MORTAR SHALL BE ASTM C270 TYPE S OR M,
B. MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE
STRENGTH OF FM OF 1500 PSI BASED ON GROSS AREA.
C. WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CENTER WITH 9 GAGE
MINIMUM LADDER-TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL
REINFORCEMENT, HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND
CORNERS.
D. CMU SHALL BE FULLY GROUTED BELOW GRADE, UNLESS NOTED OTHERWISE,
8, STRUCTURAL STEEL
A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS
HHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS W41CH
SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST
EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION,
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL.
B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT
CONDITION, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED
OTHERWISE.
C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION."
0, UNLESS OTHERWISE NOTED, USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL
BOLTS PER AISC "MANUAL OF STEEL CONSTRUCTION" TABLE II -A AND/OR AISC SIMPLE
SHEAR CONNECTION MANUAL WITH A 325-N BOLTS OR WELDED EQUIVALENT, SELECT
CONNECTION TO SUPPORT 609; THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN
BEAM AND SPAN FOR NON-COMPOSITE MEMBERS. STEEL SUPPLIER MAY SUBMIT
ALTERNATE CONNECTION DETAILS ACCOMPANIED BY CALCULATIONS STAMPED BY THE
REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE CONNECTION DESIGN
FOR ENGINEER'S REVIEW,
E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY
STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AW5 -01.1.
F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS
FILLET UNLESS OTHERWISE NOTED.
G. FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT
SLOTS IN CONNECTION MEMBER ONLY (Wr- SECTIONS, ANGLES OR SHEAR PLATES).
H. PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON MASONRY UNLESS OTHERWISE
NOTED,
I. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND ALL
CONSTRUCTION AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED
AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE,
J. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP
DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS
TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS,
K. UNLESS OTHERWISE NOTED, WHENEVER MASONRY RESTS ON STEEL BEAMS WITH
FLANGES NARROWER THAN ACTUAL MASONRY THICKNESS, WELD 1/4" THICK
CONTINUOUS PLATE TO BEAM FLANGE. WIDTH OF PLATE TO BE 1/2" NARROWER THAN
MASONRY THICKNESS.
9. NON-SHRINK GROUT
A, NON-SHRINK GROUT SHALL BE PROVIDED:
1, BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS,
2, BETWEEN BEAMS OR BEAM BEARING PLATES AND CONCRETE OR MASONRY
SUPPORTS.
3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE,
10, wow
A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY
WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING
CODE AS FOLLOWS:
2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI
2" TO 4" THICK - 6" AND WIDER NO, 2 Fb = 900 PSI
5" THICK - 5' AND WIDER NO, 1 Fb - 1350 PSI
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO
ALLOWABLE STRESS INCREASES.
B. PROVIDE CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS AND 2X
SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS,
C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC
SCHEDULE TABLE 23- 11-B -1 UNLESS OTHERWISE NOTED,
D. LAMINATED BEAMS
1, ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12
PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB, ALL SIZES SHOWN
ARE NET,
2, LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF
STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC,
3, PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS
MEMBERS AND CANTILEVERS AND 24FV4, D.F, FOR SIMPLE SUPPORT MEMBERS,
MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY
STAMPED ON EACH MEMBER,
E. PLYWOOD DECK AND /OR ORIENTED STRAND BOARD,
1, PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING, APPLICATION SHALL
BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD
ASSOCIATION,
2, EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF
U,S, PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS
WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE
WEATHER SHALL BE OF THE EXTERIOR TYPE,
3. FOR FLOORING USE 3/4' T&G STURD - I - FLOOR SHEATHING GLUED AND NAILED
WITH IOD NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG
INTERMEDIATE SUPPORTS,
4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE 1 SHEATHING NAILED
WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG
INTERMEDIATE SUPPORTS,
5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR
OSB SHEATHING NAILED AT 6" ON CENTER ALONG PANEL EDGES,
6, FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED,
7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS.
F. WOOD DECK
W000 DECKING SHALL BE 2x T &G DOUGLAS-FIR LARCH (E =1,700,000 PSI, Fb -1450 PSI).
PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT
PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS. EACH DECK PLANK SHALL BE
SLANT - NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH 8d NAILS AT 24' ON
CENTER WITH ALTERNATE PLANK NAILING OFFSET 12 ". NAIL EACH PLANK TO EACH
SUPPORT WITH (2) -16d NAILS-1 STRAIGHT, 1 SLANTED, WOOF} DECKING SHALL BE GLUED
IN THE GROOVE JOINT WITH 4094 GLUE COVERAGE.
G. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND
SHALL BE "TJI- JOIST" AS MANUFACTURED BY TRUS JOIST CORPORATION,
ALTERNATES SHALL BE REVIEWED BY THE ENGINEER, TO BE CONSIDERED,
ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION
EQUAL TO OR GREATER THAN THE SIZE SHOW" ON THE DRAWINGS. WEB BLOCKING
AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER,
H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS
CAPACITIES; FS = 2600 PS 1, E = 1,900,000 PS 1, FC = 750 PS 1, FV = 285 PS 1, BUILT UP
MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS, CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR
5 1/4" WIDE MEMBERS,
11, NON - STRUCTURAL ELEMENTS
A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC, ATTACHED TO AND /OR
SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND
OTHER STRUCTURAL MOVEMENTS.
B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET
ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE
ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED
UNRESTRAINED UNLESS OTHERWISE NOTED,
12. GENERAL
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND
ELECTRICAL CONTRACTORS, VERIFICATION OF LOCATIONS, SIZES, LINTELS AND
REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY,
C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER
ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS
AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON
ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR
SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF
HIS ITEMS,
D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL,
MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED
ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED
BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36,
E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH.
F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL
STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW
OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR,
G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE
ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS,
H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR
WALLS AS SPECIFIED IN SECTIONS 1403,6,4.2 AND 1403.6,4.3 OF THE UNIFORM BUILDING
CODE.
I, ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND
ARCHITECTURAL DRAWINGS,
RE: PLAN
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(TYPICAL)
(2) - #5 CONTINUOUS
WEEP HOLES AT a' -O" O,G.
6" ABOVE TOE SIDE BACKFILL
#5 AT 1' -4" HORIZONTAL
#5 AT 1' -4" VERTICAL ()
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#5 AT P -4"
#5 AT 1' -0"
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'
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STEEL BEAM (N)
RE: PLAN
vl onroe & ewe11
Engineers, Ilic,
P.O. Box 1597
70 Benchmark Road, Suite 204
Avon, Colorado 81620
(970) 949 -7768
FAX (970) 949 -4054
Email: avon @monroe- newell.com
1701 Wynkoop Street., Suite 200
Denver, Colorado 80202
(303) 623 -4927
FAX (303) 623 -6602
E-mail: denverCibmonroe- newell.com
PO Box 295
619 Main Street, Suite 10
Frisco, Colorado 80443
970) 668 -3776
FAX 970) 668 - 3789
Email: frisco(?Pmonroe- newell.com
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Date:
01 -10-06 Preliminary Plans
02 -17 -06 Preliminary Plans
03 -03-06 Preliminary Plans
03 -13-06 DRB Submittal Set
Sheet Title:
General Notes
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Drown By: WKS
Checked B y :CC
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1. * DENOTES L OCATION OF H
20000# (SERVICE LOAD). CO
EXCEEDS A55UMEl? VALUE.
2. (XXX'-X"1 INPICATE5 TOP OF F
5. (XXX'-X") INDICATES TOP OF IF
4. CONTRACTOR SHALL FOLLOW
REPORT.
5. CONTRACTOR SHALL PLACE
HALL AT 1-1101-ISIDE OF ALL 1,
ADDITION TO WALL REINFORC
6, FLOOR ELEVATIONS SHOWN A
PLYWOOD FLOOR SHEATHINC7.
- 7. FOOTING ELEVATIONS SHOWN
BE LOWERED DUE TO 501L CC
STRUCTURAL ENGINEER.
F). PLACE SLAB ON GRADE ON C-
NATURAL GRADE AS OUTLINE[
ci, UNLESS OTHERWISE NOTED - 4
WITH &X& Pq2.1 X N2.1 WELDED
10. PROVIDE CONTROL JOINTS OF
-------ON.-FOUNDATION PLAN. MAXIt
EXCEED 225 FT?
11,
19
PIER. HELICAL PIER CAPACITY ASSUMED 15
TOP, SHALL VERIFY IN HRITINO THE CAPACITY
, ATION WALL ELEVATION.
NO ELEVATION.
REGUIREMENTS LISTED IN SOILS
#5 VERTICALLY FULL HFIOHT OF
L STEPS H16HFR THAN 4'-0" IN
ENT 51-101,11N OTHERV4155.
AT TOP OF SLAB OR AT TOP OF
E MAXIMUMS AND MAY NEED TO
MONS. VERIFY CHANOE5 1^41TH
UCTURAL COMPACTED FILL OR
4 5011 REPORT.
I SLAB ON ORAPES ARE 4" THICK
RE FABRIC.
, ONSTRUCTION JOINTS AS 5HOPIN
I SIZE OF EACH AREA SHALL NOT
vlonroe & Newe
Engineers, ItIl
P.O. Box 1597
70 Benchmark Road, Suite 204
Avon, Colorado 91620
(970)949-7768
FAX (970) 949-4054
Email: avon(? monroe-newell.eoni
1701 Wynkoop Street, Suite 200
Denver, Colorado 80202
(303) 623-4927
FAX (303) 623-6602
Email: denver(Lbinortroe-neweR.com,
PO Box 295
619 Main Street, Suite 4r7
Frisco, Colorado 80443
(970) 668-3776
FAX (970) 668-3789
Email: frisco(&_ monroe-newell.com
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Dote:
01-10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-03-06 Preliminary Plans
03-13-06 DRB Submittal Set
Sheet Title:
Foundation
Plan
Proj, No,.- 6976
Drawn By: WKS
Checked By:CC
S2w0
CONTRACTOR TO COOP-[? ALL DIMENSIONS AND DETAILS
"T H LA-FZ-C-,,HI-T-LEC-.-T-UR-AL--C>f�"INC�5.
REFER DRAWINGS FOR STAIR FRAMING DETAILS
AND LANDING SLAB ELEVATIONS.
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1/4" = 11-01,
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1. "LVL" INPIGATE5 MICRO E
J015T INC. ALTERNATES SHALL
GREATER CAPACITY A5 LISTEI
2. 13 INDICATES COLUMN DOWN 01
ON PLANS.
■ INDICATES COLUMN UP AND I
CONCRETE WALL OR FOOTING
4. 0 INDICATES TOP OF STf
ELEVATION.
5. HEADERS SHALL BE (5)-2X5 Uh
HEADERS SHALL BE BUILT OUT
ADDING PLYWOOD SPACERS A
6. ALL COLUMN5 SHALL BE (5)-2>
"7. WOOD COLUMNS SHALL BE 001'
TO FLOOR OR FL OOR TO R001
NOTED COLUMN SIZES AS REGL
5. INPICATE5 INTERIOR
BEARING LOCATIONS SHALL LI
C1. RE. ARCHITECTURAL PRA1
ROUeH OPEN[Ne5 IN WOOD STU
DRA"114(5'
FRAMINC, DETAILS.
WAJ
'No
M5, AS MANUFACTURED BY TRU5
VE THE5AME OR
I THE STRUCTURAL GENERAL. NOTES.
- MULTIPLE 2X FRAMING NOTED
4N UNLE55 IT BEAR5 ON
.ON, OR IT 15 LABELED UP ONLY.
TUSZAL FLOOR SHEATHING
55 NOTED OTHERPAISE. ALL
5 1/2" (3 1/2") V41r,>TH BY
2E
IUOUS FROM FLOOR
TRIMMER:>5 SHALL BE ADDED TO
: D .
ARINO k4ALL5. FLOOR JOISTS
UP WITH STUDS BELOW.
HANDRAIL AND STAIR
vlonroe & Newell
Engineers, Ric.
P.O. Box 1597
70 Benchmark Road, Suite 204
Avon, Colorado 81620
(970) 949-7768
FAX (970) 949-4054
Email: avon(Lbmonroe-newell.com
1701 Wynkoop Street, Suite 200
Denver, Colorado 80202
(303) 623-4927
FAX (303) 623-6602
Email: denver@bmonroe-newell.com
PO Box 295
619 Main Street, Suite #7
Frisco, Colorado 80443
970)668 -3776
FAX 970) 668-3789
Email: frjsco@rnonroe-newellcom
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P.O. Box 1597
70 Benchmark Road, Suite 204
Avon, Colorado 81620
(970) 949-7768
PAX (970) 949-4054
Email: avon@)monroe-newell.com.
1701 Wynkoop Street, Suite 200
Denver, Colorado 80202
(303) 623-4927
FAX (303) 623-6602
Email: denver(Lbmonroe-newell.com
PO Box 295
6 1 9 Main Street, Suite #7
Frisco, Colorado 80443
(970) 668-3776
FAX (970) 668-3789
Email:
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01-10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-03-06 Preliminary Plans
03-13-06 DRB Submittal Set
Sheet Title:
Upper Level
Framing Plan
Proj. No,: 6976
Drawn By: WKS
Checked By:CC
S2m2
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_______________
LOFT LEVEL INC=:; F PN
Ei'igineers, Inc.
P.O. Box 1597
?0 Benchmark Road, Suite 204
Avon, Colorado 81620
(970) 949-7769
FAX (970) 949-4054
Email:
1701 Wgikoop Street, Suite 200
enver, Colorado 80202
(303) 623-4927
FAX (303) 623-6602
Email: denverCc
PO Box 295
619 Main Street, Suite #7
Frisco, Colorado 80443
�970) 668-3776
FAX 970) 668-3789
Email.- frisco(g�monroe-newell.corn
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01-10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-03-06 Preliminary Plans
03-13-06 DRB Submittal Set
Sheet Title:
Framing Plan
Proj, No,: 6976
Drown By: WKS
Checked By:CC
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2)-L4X4X518X0'-8"
MELD ALL AROUND
qITH 1/4" HELP TYPICAL ADO BLOCKING IF
NOT YET IN PLACE
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3/4" = 1'-0"
R
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(2)-SIMP50N —
ST2215 STRAPS
EXISTING BEAM
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NEW STEEL E
EXISTING BEARING
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3/4" = 11-01.
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NEW FLOOR BEAM
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(E)
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/L EACH SIDE
EL BEAM
&X& POST BEYOND
TO REMOVE
WITH (5)-Il 1/4"L\/L
Aonroe & Newe
Engineers, Inj
P.O. Box 1597
70 Benchmark Road, Suite 204
Avon, Colorado 81620
(970) 949-7768
FAX (970) 949-4054
Email: avonomonroe-newell.com
1701 Wynkoop Street, Suite 240
Deaver, Colorado 80202
(303) 623-4927
FAX (303) 623-6602
Email: denver@)monroe-newell.com
PO Box 295
619 Main Street, Suite #7
Frisco, Colorado 80443
FAX x 668-3776
970) 668-3789
Email: frisco(�_@monroe- newell.com
RE: PLAN
(E) ROOF JOIST
TO REMOVE AND (4) -2X12 (E)
REPLACE WITH
0
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NEW FLOOR JOIST
C
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•
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HITH SOLID BLOCKING
NEW STEEL BEAM
RE. PLAN
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,5ECTION 0
5/4" = V-0.1
)LUMN
rN
S FLOOR JOIST
rEEL BEA
RE. PLAN
STRAPS AT 5'-0"
IM2111i
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•
3/4" = 1'-0"
WIM d1l d NO IM
(E)
LATE
E
/L EACH SIDE
EL BEAM
&X& POST BEYOND
TO REMOVE
WITH (5)-Il 1/4"L\/L
Aonroe & Newe
Engineers, Inj
P.O. Box 1597
70 Benchmark Road, Suite 204
Avon, Colorado 81620
(970) 949-7768
FAX (970) 949-4054
Email: avonomonroe-newell.com
1701 Wynkoop Street, Suite 240
Deaver, Colorado 80202
(303) 623-4927
FAX (303) 623-6602
Email: denver@)monroe-newell.com
PO Box 295
619 Main Street, Suite #7
Frisco, Colorado 80443
FAX x 668-3776
970) 668-3789
Email: frisco(�_@monroe- newell.com
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Date:
01-10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-03-06 Preliminary Plans
Sheet Title:
Roof Framing
Details
Proj, No,: 6976
Drown By: WKS
'Checked Bv:cc
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- — — — — — — — — — — — — — — — — — — — x
RE-EMOVEARELOCATE EXIST'G
SPRUCE TREES - RELOCATION
TO BE DETERMINED
REMOVE EXIST'G ASPEN
MANHOLE
REROUTED SS
SAN. SEWER
LINE FROM
Sw
EAST UNIT—..' CATCH BASIN AND
CONSTRUCTION
- 14
DEWATERINGS 6U
- — — — — — — — — — -- — — — — — — — — --- — — — — —
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Date:
01-10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-04-06 Preliminary Plans
03-13-06 DRB Submittal Set
Title:
Lite Plan
f-r-fol- r-ow
BOULDER WALLS - I-AIO 4
1 -Ali
BALCONY SUPPORT
COLUMN - SEE
STRUCTURAL
BALCONY ABOVE
SANDSTONE STEPS
CATCH BASIN AND
DEWATERING SUMP - SEE
I-Alo
STONE VENEER RETAINING
WALL
TERRACE ABOVE
W-M 1 .1 1 1- 1 19alp-MOM-1MR-Ma �= W1 V-
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NEW DUPLEX SEWAGE EJECTOR - ROUTE
ONE EJECTOR TO EACH OF THE TWO
EXIST'G 4" LINES RUNNING TO SEWER
LINE ON THE WEST PROPERTY LINE
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REROUTE ALL EXIST'G
WASTE PIPING FROM
ABOVE TO FURRED WALL
SPACES AND UNDER
SLAB TO NEW DUPLEX
SEWAGE EJECTOR
CUT BACK EXIST'G 4"
SAN. SEWER LINE INSIDE
THE CRAWL SPACE OF
THE EAST UNIT AND
REROUTE IT TO THE
SOUTH AS SHOWN ON' t
DRAWING AND I-AI-O --"
RELOCATED WATER METER
FOR EAST UNIT FROM PRESENT
LOCATION IN THE CRAWL
SPACE OF THE WEST UNIT, TO
THE CRAWL SPACE OF THE
EAST UNIT
LOWER LEVEL PLAN
I t 01 2' 4'
SCALE: 1/4"=I'-O"
I
Date:
0-0.
0. 7- Preliminary Plans
03-03-06 Preliminary Plans
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Sheet Title:
Lower Level
Floor Plan
Proj. No.: 04-06
Drawn By: TBF
Checked By:TBF
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0-0.
0. 7- Preliminary Plans
03-03-06 Preliminary Plans
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Sheet Title:
Lower Level
Floor Plan
Proj. No.: 04-06
Drawn By: TBF
Checked By:TBF
AIL ,
EXIST'G CONC. DRIVEWAY TO REMAIN
WALL MOUNTED LIGHT FIXTURE - SEE
CUT SHEET
NEW HEATED WALK WAY AND ENTRY
PORCH
NEW ENRY ROOF ABOVE
REMOVE EXIST'G CLOSET DOORS AND
COVER WITH STONE VENEER
STL. ROOF SUPPORT COL. ON STONE
BASE - HOLD COL. BACK FROM
PROPERTY SETBACK LINE
NEW ALUM. CLAD, FIXED WINDOWS
NEW WOOD FRAMED STAIR DOWN TO
LOWER LEVEL
REMODELED FIREPLACE - NEW 2 SIDED
FIREBOX W/ GAS LOG SET AND GLASS
DOORS, FLUE, HEARTHS AND
SURROUNDS
NEW WINDOW WALL 4 BALCONY - ALUM.
CLAD WINDOWS/DOORS, EXPANDED
LIVING ROOM AREA, NEW BALCONY W1
CUSTOM STEEL BALUSTERS AND
AIRCRAFT CABLE tv 4" O.C.
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STONE VENEER RETAINING
WALL
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WALL MOUNTED LIGHT FIXTURE
SEE CUT-SHEET, TYP. OF - 1
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NEW BOULDER WALLS AND
STEPS AS NECESSARY
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REMOVE EXIST'G ISLAND,
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AT SOUTH END OF
COUNTER - ADD NEW
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NEW FULL HEIGHT CARNET
AT SOUTH END OF
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NEW CORNER CABINET
AND WINE COOLER
INFILL EXIST'G: WINDOWS
AS SHOWN AND INSTALL
NEW ALUM. CLAD
WINDOWS - SEE I-AB-0
NEW e5Q LOCATION
INSTALL NEW ALUM. CLAD
WINDOWS IN REMODELED
OPENING - SEE I-A3-I
4APL
REMOVE EXIST'G
TERRACE AND REPLACE
W1 HEATED SANDSTDN
PAVING ON CONC, SLAB
LIVING ROOM ADDITION -
ADD ADDITIONAL
FOUNDATION, FRAMING
AND ROOF
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Date:
01-10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-03-06 Preliminary Plans
03-13-06 DR13 Submittal Set
Sheet Title:
Main Level
Floor Plan
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01-10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-03-06 Preliminary Plans
03-13-06 DR13 Submittal Set
Sheet Title:
Main Level
Floor Plan
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EXIST'G GLASS BLOT —K WINDOW IN
MASTER SHOWER TO REMAIN
UPPER LEVEL PLAN
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SCALE: 1/4"=l'-O"
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0-0:
0. . Plans
03-03-06 Preliminary Plans
Sheet Title:
Upper Lev
Floor Mani
Proj, No.: 06-05
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Sheet Title:
Upper Lev
Floor Mani
Proj, No.: 06-05
Drawn By: TBF
Checked By:TBF
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0-0:
0. . Plans
03-03-06 Preliminary Plans
Sheet Title:
Upper Lev
Floor Mani
Proj, No.: 06-05
Drawn By: TBF
Checked By:TBF
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Date:
01-10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-03-06 Preliminary Pldlfb
03-13-06 DRB-&ubfr4#af-,Qjet--
Sheet Title:
Loft Lev
Floor Plall�
Proj. No.: 06-05
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01-10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-03-06 Preliminary Pldlfb
03-13-06 DRB-&ubfr4#af-,Qjet--
Sheet Title:
Loft Lev
Floor Plall�
Proj. No.: 06-05
Drawn By: TBF
Checked B
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Date:
01-10-06 Preliminary Plans
02-17-06 Preliminary Plans
03-03-06 Preliminary Pldlfb
03-13-06 DRB-&ubfr4#af-,Qjet--
Sheet Title:
Loft Lev
Floor Plall�
Proj. No.: 06-05
Drawn By: TBF
Checked B
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- NOTES EVERGREEN P-1
Y X Dt, TREE W!' APPROX. TRUNK DIAMETER
- CIDUOt -
X.X DENOTES DE JIS 1REE 'Nil"H APPROX. TRUNK DIAMETE R
1VIPROVEMENT LOCATION CERTIFICATE
I hereby certify that this Improvement Location Certificate was prepared
for ANDY ARNOLD
that 'it is not a land survey plot a! improvement survey plot, ond that t is
no* to be reHed upon for the estabilshmer)t of fence, b0ding or othe future
mprovernent lines.
further certify that the iry on the above described parcel on.
this date, 3/08/06 , except utility connections, are entirely within the
boundaries of the parceli, except as shown, that the.- are no encroachments
upon the described premises by improvements on ary adjoining premises,
except as indicc+ed, and that there is no apparent" evidence or sign of any
easement crossing or burdening any part Of said parcel, except as noted,
Z
D ATE:
m
SURVEYOR'S CERTIFICATE
1, Stan Hogfeidt, a Professiona! Lana Sur registered Under the laws of
the State of Colorado, do hereby certify tyicat tllis topcoirachic survey -Nos
made by me and under my supervis' cn-d thal, t1he suirvey is accurate ona
Correct to the best of my knowledge,
g xy v
Stan Hoaf*t
1 1"'010rado PSL4 4
On
a e:
PARCEL 7W
PARCEL 7E 8379,4 X,,
_X
8382,4
8378.7
1b X
8380.2
PREV!OUSLY DED•CATED
APPROX CENTERLINE SNOW PILE ACCESS EASEMENT
STREAM
tz N 43',35'05" E 184.64' EDGE CONCRET
8374,6
DRIVEWAY
f.
2 A
0,2
V N 4T35'05" E 208.69' 0,3
0,5
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2
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m 8378,4 8374,7 x 7
EDGE CONCRETE
D EWA
PVi
__J BUILDING OUTUNE 8377,7
m
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0\_ C K, 1
APPROX, LOCATION
51 1, 11(31110RN SUBDIVISION 100 YEAR FLOOD PLAN LINE
INTERPOLATED FROM F.E.M.A. PARCEL 6E
xRQ] ADDITION EAGLE COUNTY, COLORADO
C)
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304 1 L'C' - T, D,NG 3/ KPJ
7#71
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---------------
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