HomeMy WebLinkAboutFile Documents.150 Roaring Fork Dr.0010-2019-BCHO (21)A-001X
EXISTING SITE
PLAN
SHEET NUMBER
SHEET TITLE
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Red Room Design
1001 Grand Avenue, Ste 211Glenwood Springs, CO 81601970.413.3144
DRAWING ISSUE
5/3/2019 1:03 PMPERMIT SET
12/5/2019 6:24 AMREVISION #1
03/26/2020 1:26 PMPHASE I CD INT ELEVS
REVISION #1 COMMENTS 04/30/2020 12:00 PM
NOTE: GREY BACKGROUND DENOTES EXISTING SURVEY.
PROJECT 100' = 8095'-9"FLOOR ELEVATIONS
WINE CELLAR - T.O. CONC = 82'-4 3/8" VIF (8078'-1 3/8")
LOWER LEVEL - T.O. CONC = 91'-3 7/8" VIF (8087'-7/8")
MAIN LEVEL - T.O. PLY = 100'-0" (8095'-9")
UPPER LEVEL - T.O. PLY = 109'-0" VIF (8104'-9")
LOFT LEVEL T.O. PLY =111'-5 3/8" (8107'-2 3/8")
8090'
6'
5'
10
'
6'
5'
5'
6'
5'
30
'
Dash Line = Face of Building at Grade
Retaining Wall
Subdivision Setback
Water Meter
Gas Meter
Electric Meter
Property Line
Utility Easement
Pro
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Uti
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Property Line
Utility Easeme
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Utility Easeme
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Setback Line
Utility Easement
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Setback Line
Se
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Entry
Asphalt
Parking
Asphalt
Driveway
Edge of Pave
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Roaring Fork
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Deck DeckDeck
Edge of Pavement
Eastwood Drive
8080
8095
1 Existing Site Plan 1" = 10'
05/05/2020
05/11/2020
tonyf
Z-014
DECK
MAINTENANCE
SHEET NUMBER
SHEET TITLE
Mo
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15
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F
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CO
81
6
1
1
Red Room Design
1001 Grand Avenue, Ste 211Glenwood Springs, CO 81601970.413.3144
DRAWING ISSUE
5/3/2019 1:03 PMPERMIT SET
12/5/2019 6:24 AMREVISION #1
NOT FOR CONSTRUCTION
03/26/2020 1:26 PMPHASE I CD INT ELEVS
REVISION #1 COMMENTS 03/26/2020 1:26 PM
3'
-
1
/
2
"
8"
8 3/4"
3'
3"
4" MAX. OPENING DISTANCEPER IRC R312.1.3
METAL GUARDRAILPER IRC R312.1
1 Existing Railing 1 1/2"= 1'-0"
2 Proposed Railing 1 1/2"= 1'-0"
4" MAX. OPENING DISTANCEPER IRC R312.1.3
4" MAX. OPENING DISTANCE
PER IRC R312.1.3
HOGWIRE POORLY SECURED W/
FENCING STAPLES. MANY AREASWHERE HOGWIRE FENCING ISUNSECURED FOR AREAS GREATER
THAN 4".
HOGWIRE POORLY SECURED W/
FENCING STAPLES. MANY AREASWHERE HOGWIRE FENCING ISUNSECURED FOR AREAS GREATER
THAN 4".
WOOD POSTS HAVE BEEN
RE-SECURED WITH NON-ORIGINAL
GALVANIZED LAG BOLTS, WHERE
ORIGINAL FASTNERS HAVE
FAILED TO SECURE POSTS
TO DECK STRUCTURE.
PLEASE REFERENCE VIDEO
SUBMITTED WITH CHANGE ORDER
FOR EXAMPLES OF STRUCTURAL
COMPROMISE.
SIGNIFICANT CRACKING IS
EXHIBITED IN POSTS.STABILITY IS COMPROMISED.
SIGNIFICANT CRACKING IS
EXHIBITED IN POSTS.STABILITY IS COMPROMISED.
FAILING RAILING POSTS
REINFORCED USING L
BRACKETS. THESE BRACKETS
ARE NOW ALSO FAILING.
WARPING GUARDRAIL DUE TOUSING WOOD NOT SUITED FOREXTERIOR USE.
NOTE:
RAILING MUST BE REPLACED TO MEET IRC R312 LIFE SAFETY REQUIREMENTS
05/05/2020
Z-015
DECK
MAINTENANCE
SHEET NUMBER
SHEET TITLE
Mo
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Ro
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F
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i
v
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As
p
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n
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CO
81
6
1
1
Red Room Design
1001 Grand Avenue, Ste 211Glenwood Springs, CO 81601970.413.3144
DRAWING ISSUE
5/3/2019 1:03 PMPERMIT SET
12/5/2019 6:24 AMREVISION #1
NOT FOR CONSTRUCTION
03/26/2020 1:26 PMPHASE I CD INT ELEVS
REVISION #1 COMMENTS 03/26/2020 1:26 PM
G D C B AFE
Existing Site Wall
Existing Site WallExisting Site Wall
Existing South Elevation 1/8" = 1'-0"
MANY OF THE ORIGINAL 2X DECK JOISTS
HAVE FAILED AND HAVE BEEN BRACED
BY ADDITIONAL 2X JOISTS
CANTILEVERED JOISTW/NO SUPPORT
EXISTING DECK JOISTS AREWEATHERED AND APPEAR
TO BE MOISTURE DAMAGED.
REFERENCE LETTER FROM
STRUCTUAL ENGINEER.
MANY FASTENERS HAVE BEEN
ADDED TO THE DECK OFF THEKITCHEN TO HELP PREVENTFURTHER FAILING AS THE DECK
HAD BEGUN SEPARATING ITSELF
FROM THE HOME
INADEQUATE RIM JOISTHOLDING UP TREX DECKING
EXISTING DECK JOISTS AREWEATHERED AND MOISTURE
DAMAGED
REFERENCE LETTER FROM
STRUCTUAL ENGINEER
6X6 COLUMN NOT SITTING
ON CONCRETE FOOTING/
FOUNDATION, BURIED
IN EARTH AND WRAPPED
IN PLASTIC. COLUMN IS NOTSTRUCTURALLY FASTENED.
REFERENCE LETTER FROM
STRUCTURAL ENGINEER
4X6 COLUMN
EXCEEDS SLENDERNESS LIMIT
REFERENCE LETTER FROMSTRUCTURAL ENGINEER
6X6 COLUMN NOT PROPERLY
SITTING ON CONCRETE
FOOTING/FOUNDATION 6X6 COLUMN NOT PROPERLY
SITTING ON CONCRETE
FOOTING/FOUNDATION,
COLUMN SHIMMED WITHDAMAGED 2X LUMBER
DECK BEAM IS A
MULTI-PLY BEAM SHOWING
FAILURE IN THE FORM
OF CUPPING
REFERENCE LETTER FROMSTRUCTURAL ENGINEER.
DECK BEAM IS A TWO-PLY
MICROLAM BEAM, NOT
SUITED FOR EXTERIOR USE
REFERENCE LETTER FROMSTRUCTURAL ENGINEER
INSUFFICIENT CONNECTIONFOR STABILITY.
CONNECTION, COLUMN + BEAM
TO BE REPLACED
CONNECTION NEEDSTO BE IMPROVED,
COLUMN + BEAM
TO BE REPLACED
DECK BEAM IS A
MULTI-PLY BEAM SHOWING
FAILURE IN THE FORM
OF CUPPING
REFERENCE LETTER FROMSTRUCTURAL ENGINEER
POOR WATERPROOFING
AND DETAILING OF GRATE
2
5
23
11 10
8 576
1
12 9
4
3
1
4
6 7
8910
MANY OF THE ORIGINAL 2X DECK
JOISTS HAVE FAILED AND HAVE
BEEN BRACED BY ADDITIONAL 2XJOISTS
CONNECTION NEEDSTO BE IMPROVED,COLUMN + BEAM
NEED TO BE REPLACED
11 12
1314
CONNECTION NEEDS
TO BE IMPROVED,
COLUMN + BEAM
NEED TO BE REPLACED
13 14
05/05/2020