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1. NO GRADE5 ARE TO VARY FROM EX15TING. If D15RUIPTED, GRADES 5HALL BE
RETURNED TO EXI5TII\JG CONDITION5 FOLLOWING CON5TRUCTION.
2. CONTRACTOR 5HALL VE! ALL CONDITION5 PRIOR TO CON5TRUCTION.
3. ALL EX15TING 51TE LIGiITI\IG TO REMAIN. NO NEW EXTERIOR LIGHTING 15 PROP05ED.
4. ALL CON5TRUCTION MXrERJAL5 5TORAGE, DUMP5TER LOCATION, AND 5TAGING TO BE
COORDINATED WITH CONTRACTOR, RIVERDEND H.O.A., AND INDIVIDUAL OWNFR5,
' '�'. R D 5 1T PLAN
11 1 "I"COWN OF VAIL
9 8.8 5CALF 4 1 DESIGN REVIE
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DATE: March 12,2007
PROJ. #: RB-9-07
, WON w 1ma "m
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EXOTING K00f PLAN
5CALE 4': "= V-0"
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DATE: April 6,2007
PROJ. #: RB-9-07
DRAWING NUMBER:
EXISTING SIDE (NORTH) ELEVATION EXISTING fRONT (WF=5T) ELEVATION E S (50UTJ) ELEVATION
5CALf V'': P-0
SCALE 4": "= I' -4" SCALE 4 P-0 ❑
70 01C F VAIL
EXISTING PLANS AND ELEVATIONS DIE 8 IGNI�EVIF- Unit
STAFF APPROVAL
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CONSTRUCTION
DOCUMENTS
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:5CALE;'V': "= 1 '-0
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ROOF RAFTERS (nr.)
' 'PRE5IDENT1AL SHAKE! LUXURY
F
SHINGLE - WOOD TONE COLOR
TAR PAPER ON
COX PLYWOOD
2x4 ON I x 1 0 DOUBLE FACIA
'SUPER DECK' MA50N DIRECT
COLOR: MAHOGANY75LACK 3:2 RATIO
2 CONTINUOU5
EAVE VENT
I xr. T*G SOFFIT
x& 5UPER DECK! MASON DIRECT
FIBER CEMENT SIDING
COLOR: CEDAR
—2x 1 SUPER DECK' MA50N DIRECT
FIBER CEMENT BELLY BAND
COLOR. MAHOGANY7BLACK 3:2 RATIO
FRONT (Vvl-=,'
5CALE;'Vl: 11 = fl-al
R 1 9 BATT INSULATION
4 PLYWOOD 5UB-FLOOR
I I i" BCI FLOOR, JOI5T5
RE: STRUCTURAL DWG5.
8' CONC, FOUNDATION
RE: STRUCTURAL DWG5.
TYPICAL WALL SECTION
- 1 1_011
5CALE = I
ELEV: 96. V
FIRST I
_ _ _ _ H L.G'
00 T.0, PROF. \-r
ROOF RIDGE
. ......... .......... .
..........................
-- --------- f
----- ---- -- ----------
----- - --- ---- --
- ------- - ---------- ------
ELEV 105.3"
�=74
I L J-1-1
ELEV: 96. It
FIRST F_L070-R
EX15TING FLUE - VERIFY 51ZE
AND DIMENSIONS IN fEILD
4" SANDSTONE
CHIMNEY CAP
SIDE (SOUTH) ELEVATION
i it
5CALff 4: =I 1-011
SIDE (NORTH) ELEVATION
ll 11
SCALE 4: =I 1-0
SECTION
SCALE 4: "= P-G'
ELEVATION
— — — - -- — - -- — — — — — — — ELEV: I 18.G
T.O. PROP
ROOF RIDGE
f
E1n1:1E1H ELEV: 105.3" ALN
2ND FLOOR
LIZ
-----------
ELEV: 96.1'
Ffk5ff FUCZ5k _qr
ELEV: 105.3" gl-
2ND FLOOR 7
bx 1 0 CEDAR BEAMS
W1 BEVELED ENDS
GxG CEDAR ANGLE
BRACKETS
V` A
R 4- 1 L-11% L�JL_L�IlNw\ V1 2x4 WINDOW t DOOR TRIM (TT).
'5117ING AREA 2x6 WINDOW * DOOR HEADERS (TW).
'SUPER DECKMASON DIRECT FIBER
- -IRON RAILING W1 COLOR: MAHOGANY/BLACK 3:2 RATIO CEMENT
4"O.C. FICKET5
T Tr IRON GATE W1 5EL
-100 CL05ING MECH. 2x6 'SUPER DECK! MASON DIRECT
' " l' FIBER CEMENT CORNER BOARDS.
e
IRON LADDER
2ND FLOOR COLOR: MAHOGANYIBLACK :2 RAT
ELEV, 96. I'
FIRST FLOOR*
STUCCO-'5HERMAN WILLIAMS'
5W -6 OG KILM BEIGE
'M51DENTIAL 5HAKE'LUXURY
SHINGLE - WOOD TONE COLOR
(VENTED ROOF SYSTEM)
2x4 OVER 2x8'5UPER DECK! MASON
DIRECT F113EK CEMENT FACIA.
COLOR: MAHOGANY/BLACK 3:2 RATIO
EX15TING DECK TO REMAIN
ALL FLASHING TO BE METAL,
PTD. TO MATCH TRIM
T
I 7 10F V 11V
DE S! G N R E: V I EDAV
STAFF APPROVAL
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CONSTRUCTION
DOCUMENTS
DATE: A• dl 6,2007
PROJ. #: RB-9-07
IM INSULATION BETWEEN
ROOF RAFTERS (nr.)
' 'PRE5IDENT1AL SHAKE! LUXURY
F
SHINGLE - WOOD TONE COLOR
TAR PAPER ON
COX PLYWOOD
2x4 ON I x 1 0 DOUBLE FACIA
'SUPER DECK' MA50N DIRECT
COLOR: MAHOGANY75LACK 3:2 RATIO
2 CONTINUOU5
EAVE VENT
I xr. T*G SOFFIT
x& 5UPER DECK! MASON DIRECT
FIBER CEMENT SIDING
COLOR: CEDAR
—2x 1 SUPER DECK' MA50N DIRECT
FIBER CEMENT BELLY BAND
COLOR. MAHOGANY7BLACK 3:2 RATIO
. BIN50N BRICK CO.'
INDIAN SUMMER STONE
R 1 9 BATT INSULATION
4 PLYWOOD 5UB-FLOOR
I I i" BCI FLOOR, JOI5T5
RE: STRUCTURAL DWG5.
8' CONC, FOUNDATION
RE: STRUCTURAL DWG5.
TYPICAL WALL SECTION
- 1 1_011
5CALE = I
ELEV: 96. V
FIRST I
_ _ _ _ H L.G'
00 T.0, PROF. \-r
ROOF RIDGE
. ......... .......... .
..........................
-- --------- f
----- ---- -- ----------
----- - --- ---- --
- ------- - ---------- ------
ELEV 105.3"
�=74
I L J-1-1
ELEV: 96. It
FIRST F_L070-R
EX15TING FLUE - VERIFY 51ZE
AND DIMENSIONS IN fEILD
4" SANDSTONE
CHIMNEY CAP
SIDE (SOUTH) ELEVATION
i it
5CALff 4: =I 1-011
SIDE (NORTH) ELEVATION
ll 11
SCALE 4: =I 1-0
SECTION
SCALE 4: "= P-G'
ELEVATION
— — — - -- — - -- — — — — — — — ELEV: I 18.G
T.O. PROP
ROOF RIDGE
f
E1n1:1E1H ELEV: 105.3" ALN
2ND FLOOR
LIZ
-----------
ELEV: 96.1'
Ffk5ff FUCZ5k _qr
ELEV: 105.3" gl-
2ND FLOOR 7
bx 1 0 CEDAR BEAMS
W1 BEVELED ENDS
GxG CEDAR ANGLE
BRACKETS
V` A
R 4- 1 L-11% L�JL_L�IlNw\ V1 2x4 WINDOW t DOOR TRIM (TT).
'5117ING AREA 2x6 WINDOW * DOOR HEADERS (TW).
'SUPER DECKMASON DIRECT FIBER
- -IRON RAILING W1 COLOR: MAHOGANY/BLACK 3:2 RATIO CEMENT
4"O.C. FICKET5
T Tr IRON GATE W1 5EL
-100 CL05ING MECH. 2x6 'SUPER DECK! MASON DIRECT
' " l' FIBER CEMENT CORNER BOARDS.
e
IRON LADDER
2ND FLOOR COLOR: MAHOGANYIBLACK :2 RAT
ELEV, 96. I'
FIRST FLOOR*
STUCCO-'5HERMAN WILLIAMS'
5W -6 OG KILM BEIGE
'M51DENTIAL 5HAKE'LUXURY
SHINGLE - WOOD TONE COLOR
(VENTED ROOF SYSTEM)
2x4 OVER 2x8'5UPER DECK! MASON
DIRECT F113EK CEMENT FACIA.
COLOR: MAHOGANY/BLACK 3:2 RATIO
EX15TING DECK TO REMAIN
ALL FLASHING TO BE METAL,
PTD. TO MATCH TRIM
T
I 7 10F V 11V
DE S! G N R E: V I EDAV
STAFF APPROVAL
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CONSTRUCTION
DOCUMENTS
DATE: A• dl 6,2007
PROJ. #: RB-9-07
U
[E] 5 Ile" X t2" G.L.
fING 8" CONCRETE
FOUNDATION WALL
[E] FLOOR JOIST
AT 2' -0"
NOTSz THE A55UMED EXISTING FRAMING CONDITIONS
NOTED ON THESE PLANS ARE FROM
THE ORIGINAL PROJECT CONSTRUCTION
DOCUMENTS. THE ACTUAL EXISTING CONDITIONS
IN THE FIELD MAY DIFFER FROM THE A55UMED
EXISTING GONDITION5. THE CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING FRAMING CONDITIONS,
ASSEMBLIES, AND DIMENSIONS FOR CONFORMANCE
WITH THE A55UME0 CONDITIONS OF THESE PLANS,
AND SHALL NOTIFY THE ARCHITECT AND
ENGINEER WITH ANY DISCREPANCIES FOUND.
— — N EXI5TING 8'" CONCRETE
FOUNDATION WALL
JOIST
AND CUT FLOORJ015TS �- -- — — — — — — — — —
–J
BACK TO EXTERIOR FACE i l F — —
OF EXISTING FOUNDATION WALL I
AT CANTILEVERED REMOVE RIM J015T
PORTION OF FLOOR FRAMING AND GUT FLOOR JOISTS
BACK TO EXTERIOR FACE
OF EXISTING FOUNDATION WALL
AT CANTILEVERED
PORTION OF FLOOR FRAMING
STRUCTURAL WORK.
—[E] FLOOR J015T
AT 2' -0"
I
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N.I.F.)
a EXISTING B" CONCRETE
Lu
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—[N]
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[N] 11 - 7/& - 7,111210 I " TOP OF
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A Z-11
_ [N] I' -O "m CONCRETE--
ONGf2ETE [N] 3' -0" x 3' -O" X 10• CONGTRACTOR SHALL
( ) CONCRETE FOOTING DETERMINE TOP OF
ry PIER 6I - 23 /4 I' WITH (4) - #5 EACH WAY PIER ELEVATION IN FIELD
(V.I.F)
(V.I.F )
EXTENTS .... ,� .. ,... ,, .. .. ® .. ® ,. ". � � .. � ..®........ �...
— STRUCTURAL WORK
NEW MAIN LEVEL AND FOUNDATION PLAN_
114" =1 ' -
-of
AN d
FOUNDiA ION NOTES
DATUM ELEVATION 100' -0" EQUALS TOP OF EXISTING MAIN LEVEL PLYW000 %%FLOOR.
ALL FOOTING BEARING ELEVATIONS 5HOWN ARE BASED ON THE 51TE /GRADING PLAN
AND FLOOR ELEVATIONS. EXACT BEARING ELEVATIONS MAY NEED TO BE LOWERED
DUE TO ACTUAL CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS
AND ANY CHANGE5 SHALL BE VERIFIED WITH STRUCTURAL ENGINEER.
BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 46" BELOW FINISHED EXTERIOR
4RADE.
ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED SOILS OR ON PROPERLY
COMPACTED BACKFILL AS APPROVED BY THE SOILS ENGINEER.
CONTRACTOR SHALL BACKFILL EQUALLY ON EACH 51OF OF FOUNDATION NALL5 IN 12
INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED BY THE SOILS ENGINEER.
NO BACKFILLING SHALL BE PLACED AGAINST FOUNDATION NALL5 UNTIL THE MAW
LEVEL FLOORS ARE IN PLACE AND PROPERLY ANCHORED.
ALL FOOTINGS IN CRAN1.5PACE5 SHALL BE BACK FILLED WITH COMPACTED STRUCTURAL
FILL TO THE TOP OF THE FOOTING, MINIMUM, UNLESS EXACT ELEVATION 15 NOTED
ON PLANS OR DETAILS.
WOOD FRA IIN6 NOTES:
CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS UNLESS DIMENSIONED
OTHERWISE ON PLANS.
[XXXX' -XX"I INDICATES THE TOP OF CONCRETE NALL ELEVATION.
(XXXX' -XX ") INDICATES THE TOP OF CONCRETE FOOTING ELEVATION.
ALL FOUNDATION STEM HALLS ARE 8" THICKNESS UNLESS NOTED OTHERWISE ON
PLANS.
ALL CONCRETE PATIOS, STAIRS, AND 51TE WALL5 NOT 5HONN ON THIS PLAN SHALL BE
CONSTRUCTED PER ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS.
THESE ITEMS SHALL NOT BE CONNECTED TO THE BUILDING UNLE55 DETAILED ON PLANS.
"(V.I.F)' INDICATES DIMEN51ON5 THAT THE CONTRACTOR SHALL VERIFY IN THE FIELD,
AND MAY VARY TO FIT EXISTING CONDITIONS.
WHERE NEW CONCRETE FOUNDATION WALLS AND FOOTING ABUT EX15TING CONCRETE
FOUNDATION WALLS AND FOOTINGS, THE HORIZONTAL - REINFORCEMENT SHALL BE
EPDXY - DOWELED 4' INTO EXISTING CONCRETE.
SEE ADDITIONAL NOTES ON SHEET S3.1.
[E] INDICATES EXISTING FRAMING MEMBERS.
[N] INDICATES NEN FRAMING MEMBERS.
ALL JOISTS SHALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR
&BEATER CAPACITY AND SHALL BE`REVIENED BY STRUCTURAL ENGINEER.
"L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN WOOD
MATERIALS SECTION. ALTERNATES SHALL HAVE EQUAL OR &REATER
CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER.
HEADERS AT 2Xb EXTERIOR NALL5 AND INTERIOR BEARING NALL5 SHALL BE (3)2X8
(OR LARGER) UNLESS NOTED OTHERWISE ON PLANS. HEADERS WITHIN 2X4 NALL5 SHALL
BE (2) 2X8 (OR LARGER) UNLESS NOTED OTHERWISE ON PLANS. HEADER5 SHALL BE
BUILT OUT TO WIDTH OF WALL WITH PLYWOOD 5PACER5.
AT EXTERIOR NALL5 AND INTE=RIOR 2X& BEARING WALL5, UNLE55 NOTED OTHERWISE
ON PLAN, COLUMN5 SHALL BE (3)-2X& FOR HEADERS &BEATER THAN 4 FOOT LENGTH
(ROUGH OPENING), AND (2)2X6 FOR HEADERS LE55 THAN 4 FOOT. ONE STUD OF THE
COLUMN PACK SHALL BE A KING STUD, AND THE OF THE STUD PACK
SHALL BE TRIMMER STUDS. AT 2X4 INTERIOR BEARING WALL5, THE COLUMNS SHALL
BE (3)2X4 OR (2) 2X4,`RESPECTIVE TO THE HEADER LENGTH ABOVE.
GOLUMN5 AND STUD WALL5 SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR
FROM FLOOR TO ROOF.
INDICATES COLUMN, DONN ONLY.
® INDICATES COLUMN UP AND DOWN UNLESS SEARING ON CONRETE OR LABELED UP
ONLY. COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE.
< > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS.
FLUSH REFERS BEAMS FRAMED WITHIN J015T SPACE, PROPPED TO BEAMS
FRAMED BELOW THE JOISTS, WITH J015T5 BEARING ON TOP OF BEAM,
1--- INDICATES ELEVATION AT TOP OF SHEATHING AS NOTED.
ALL FLOOR AND - ROOF JOISTS SHALL BE ALIGNED WITHIN 3 INCHES OF EITHER SIDE
OF BEARING WALL STUDS 13ELON IF BEARING ON A DOUBLE TOP PLATE, AND SHALL ALIGN
DIRECTLY WITH WALL STUD BELOW IF BEARING ON A 51NGLE TOP PLATE.
INDICATES EXTERIOR BEARING WALL (BELOW).
INDICATES INTERIOR BEARING WALL (BELOW.
INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM.
INDICATES NON- 5TRUCTURAL PARITITION WALL (BELOW).
2X6 STUD WALL LESS THAN q' -6" TALL SHALL BE FRAMED AT 2' -O" SPACING (MAXIMUM);
BETWEEN q' - &" AND ll' -O" SHALL BE SPACED AT 1' -4 (MAXIMUM), AND BETWEEN II' -O" AND
16-0" SHALL BE SPACED AT 1' -0 " (MAXIMUM).
2X6 HALL TALLER THAN lb' -O" SHALL BE FRAMED KITH 2X6 1-51- STUDS (Fb =1100 PSI,
E= 1,300,000 P51, MINIMUM) AT 1' -0" 5PACIN6 UNLE55 NOTED OTHERWISE ON PLANS.
BEAM SPLICES AT W000 BEAMS SHALL BE CONNECTED WITH SIMPSON HCA CONNECTORS.
WOOD COLUMN TO W000 BEAM CONNECTIONS SHALL HAVE 5IMP50N P015T OR COLUMN CAPS.
ALL FLOOR JOIST HAN&ER5 SHALL BE 51MP50N IUT, ITT, HU, OR I05 TYPE UNLE55 NOTED
OTHERN15E ON PLANS.
ALL J015T HANGER5 SHALL BE 51MPON L55U TYPE UNLESS NOTED OTHERWISE
ON PLANS.
ALL DOUBLE AND TRIPLE L.V.L. 13EAM HANGERS SHALL BE SIMPSON GLTV OR HC-US UNLE55
NOTED OTHERWISE ON PLANS.
ALL DOUBLE AND TRIPLE 2X BEAM HANGER5 SHALL BE SIMPSON HU HANGER5 UNLE55
NOTED OTHERWISE ON PLANS.
REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING ITEMS NOT NOTED ON
5TRUCTURAL PLANSK
1. HANDRAIL AND 5TAtR FRAMING DETAILS
2. LOCATIONS AND 51ZE OF OPENINGS IN N000 STUD NALL5
3. SLOPES AND BEARING PLATE HEI6HT5
SEE ADDITIONAL NOTES ON SHEET 53,1.
WILKENS ENGINEERING, LLC
PO Box 6531
Avon, CO 81620
5 �-. Z
0
0
•
•
4
•
•
•
Issued For.'
4111107 Permit
Revisions;
Stamp
S2.1
14
I [E] 5 1 18' X 12" G.L.
EXISTING 8" CONCRETE
FOUNDATION WALL
I`
i
ii
I[
Job## 07 -176 � CRW
Sheet
►
W
— — N EXI5TING 8'" CONCRETE
FOUNDATION WALL
JOIST
AND CUT FLOORJ015TS �- -- — — — — — — — — —
–J
BACK TO EXTERIOR FACE i l F — —
OF EXISTING FOUNDATION WALL I
AT CANTILEVERED REMOVE RIM J015T
PORTION OF FLOOR FRAMING AND GUT FLOOR JOISTS
BACK TO EXTERIOR FACE
OF EXISTING FOUNDATION WALL
AT CANTILEVERED
PORTION OF FLOOR FRAMING
STRUCTURAL WORK.
—[E] FLOOR J015T
AT 2' -0"
I
i
N.I.F.)
a EXISTING B" CONCRETE
Lu
w FOUN WA .. «. .. r
-0 .
—[N]
-����
[N] 11 - 7/& - 7,111210 I " TOP OF
AT 1'-4" PLYWOOD t%
— ____ —_ _� (q4- —
Q 1 F
- -
r
' t r , — X18' °]
A Z-11
_ [N] I' -O "m CONCRETE--
ONGf2ETE [N] 3' -0" x 3' -O" X 10• CONGTRACTOR SHALL
( ) CONCRETE FOOTING DETERMINE TOP OF
ry PIER 6I - 23 /4 I' WITH (4) - #5 EACH WAY PIER ELEVATION IN FIELD
(V.I.F)
(V.I.F )
EXTENTS .... ,� .. ,... ,, .. .. ® .. ® ,. ". � � .. � ..®........ �...
— STRUCTURAL WORK
NEW MAIN LEVEL AND FOUNDATION PLAN_
114" =1 ' -
-of
AN d
FOUNDiA ION NOTES
DATUM ELEVATION 100' -0" EQUALS TOP OF EXISTING MAIN LEVEL PLYW000 %%FLOOR.
ALL FOOTING BEARING ELEVATIONS 5HOWN ARE BASED ON THE 51TE /GRADING PLAN
AND FLOOR ELEVATIONS. EXACT BEARING ELEVATIONS MAY NEED TO BE LOWERED
DUE TO ACTUAL CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS
AND ANY CHANGE5 SHALL BE VERIFIED WITH STRUCTURAL ENGINEER.
BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 46" BELOW FINISHED EXTERIOR
4RADE.
ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED SOILS OR ON PROPERLY
COMPACTED BACKFILL AS APPROVED BY THE SOILS ENGINEER.
CONTRACTOR SHALL BACKFILL EQUALLY ON EACH 51OF OF FOUNDATION NALL5 IN 12
INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED BY THE SOILS ENGINEER.
NO BACKFILLING SHALL BE PLACED AGAINST FOUNDATION NALL5 UNTIL THE MAW
LEVEL FLOORS ARE IN PLACE AND PROPERLY ANCHORED.
ALL FOOTINGS IN CRAN1.5PACE5 SHALL BE BACK FILLED WITH COMPACTED STRUCTURAL
FILL TO THE TOP OF THE FOOTING, MINIMUM, UNLESS EXACT ELEVATION 15 NOTED
ON PLANS OR DETAILS.
WOOD FRA IIN6 NOTES:
CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS UNLESS DIMENSIONED
OTHERWISE ON PLANS.
[XXXX' -XX"I INDICATES THE TOP OF CONCRETE NALL ELEVATION.
(XXXX' -XX ") INDICATES THE TOP OF CONCRETE FOOTING ELEVATION.
ALL FOUNDATION STEM HALLS ARE 8" THICKNESS UNLESS NOTED OTHERWISE ON
PLANS.
ALL CONCRETE PATIOS, STAIRS, AND 51TE WALL5 NOT 5HONN ON THIS PLAN SHALL BE
CONSTRUCTED PER ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS.
THESE ITEMS SHALL NOT BE CONNECTED TO THE BUILDING UNLE55 DETAILED ON PLANS.
"(V.I.F)' INDICATES DIMEN51ON5 THAT THE CONTRACTOR SHALL VERIFY IN THE FIELD,
AND MAY VARY TO FIT EXISTING CONDITIONS.
WHERE NEW CONCRETE FOUNDATION WALLS AND FOOTING ABUT EX15TING CONCRETE
FOUNDATION WALLS AND FOOTINGS, THE HORIZONTAL - REINFORCEMENT SHALL BE
EPDXY - DOWELED 4' INTO EXISTING CONCRETE.
SEE ADDITIONAL NOTES ON SHEET S3.1.
[E] INDICATES EXISTING FRAMING MEMBERS.
[N] INDICATES NEN FRAMING MEMBERS.
ALL JOISTS SHALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR
&BEATER CAPACITY AND SHALL BE`REVIENED BY STRUCTURAL ENGINEER.
"L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN WOOD
MATERIALS SECTION. ALTERNATES SHALL HAVE EQUAL OR &REATER
CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER.
HEADERS AT 2Xb EXTERIOR NALL5 AND INTERIOR BEARING NALL5 SHALL BE (3)2X8
(OR LARGER) UNLESS NOTED OTHERWISE ON PLANS. HEADERS WITHIN 2X4 NALL5 SHALL
BE (2) 2X8 (OR LARGER) UNLESS NOTED OTHERWISE ON PLANS. HEADER5 SHALL BE
BUILT OUT TO WIDTH OF WALL WITH PLYWOOD 5PACER5.
AT EXTERIOR NALL5 AND INTE=RIOR 2X& BEARING WALL5, UNLE55 NOTED OTHERWISE
ON PLAN, COLUMN5 SHALL BE (3)-2X& FOR HEADERS &BEATER THAN 4 FOOT LENGTH
(ROUGH OPENING), AND (2)2X6 FOR HEADERS LE55 THAN 4 FOOT. ONE STUD OF THE
COLUMN PACK SHALL BE A KING STUD, AND THE OF THE STUD PACK
SHALL BE TRIMMER STUDS. AT 2X4 INTERIOR BEARING WALL5, THE COLUMNS SHALL
BE (3)2X4 OR (2) 2X4,`RESPECTIVE TO THE HEADER LENGTH ABOVE.
GOLUMN5 AND STUD WALL5 SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR
FROM FLOOR TO ROOF.
INDICATES COLUMN, DONN ONLY.
® INDICATES COLUMN UP AND DOWN UNLESS SEARING ON CONRETE OR LABELED UP
ONLY. COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE.
< > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS.
FLUSH REFERS BEAMS FRAMED WITHIN J015T SPACE, PROPPED TO BEAMS
FRAMED BELOW THE JOISTS, WITH J015T5 BEARING ON TOP OF BEAM,
1--- INDICATES ELEVATION AT TOP OF SHEATHING AS NOTED.
ALL FLOOR AND - ROOF JOISTS SHALL BE ALIGNED WITHIN 3 INCHES OF EITHER SIDE
OF BEARING WALL STUDS 13ELON IF BEARING ON A DOUBLE TOP PLATE, AND SHALL ALIGN
DIRECTLY WITH WALL STUD BELOW IF BEARING ON A 51NGLE TOP PLATE.
INDICATES EXTERIOR BEARING WALL (BELOW).
INDICATES INTERIOR BEARING WALL (BELOW.
INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM.
INDICATES NON- 5TRUCTURAL PARITITION WALL (BELOW).
2X6 STUD WALL LESS THAN q' -6" TALL SHALL BE FRAMED AT 2' -O" SPACING (MAXIMUM);
BETWEEN q' - &" AND ll' -O" SHALL BE SPACED AT 1' -4 (MAXIMUM), AND BETWEEN II' -O" AND
16-0" SHALL BE SPACED AT 1' -0 " (MAXIMUM).
2X6 HALL TALLER THAN lb' -O" SHALL BE FRAMED KITH 2X6 1-51- STUDS (Fb =1100 PSI,
E= 1,300,000 P51, MINIMUM) AT 1' -0" 5PACIN6 UNLE55 NOTED OTHERWISE ON PLANS.
BEAM SPLICES AT W000 BEAMS SHALL BE CONNECTED WITH SIMPSON HCA CONNECTORS.
WOOD COLUMN TO W000 BEAM CONNECTIONS SHALL HAVE 5IMP50N P015T OR COLUMN CAPS.
ALL FLOOR JOIST HAN&ER5 SHALL BE 51MP50N IUT, ITT, HU, OR I05 TYPE UNLE55 NOTED
OTHERN15E ON PLANS.
ALL J015T HANGER5 SHALL BE 51MPON L55U TYPE UNLESS NOTED OTHERWISE
ON PLANS.
ALL DOUBLE AND TRIPLE L.V.L. 13EAM HANGERS SHALL BE SIMPSON GLTV OR HC-US UNLE55
NOTED OTHERWISE ON PLANS.
ALL DOUBLE AND TRIPLE 2X BEAM HANGER5 SHALL BE SIMPSON HU HANGER5 UNLE55
NOTED OTHERWISE ON PLANS.
REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING ITEMS NOT NOTED ON
5TRUCTURAL PLANSK
1. HANDRAIL AND 5TAtR FRAMING DETAILS
2. LOCATIONS AND 51ZE OF OPENINGS IN N000 STUD NALL5
3. SLOPES AND BEARING PLATE HEI6HT5
SEE ADDITIONAL NOTES ON SHEET 53,1.
WILKENS ENGINEERING, LLC
PO Box 6531
Avon, CO 81620
5 �-. Z
0
0
•
•
4
•
•
•
Issued For.'
4111107 Permit
Revisions;
Stamp
S2.1
14
I [E] 5 1 18' X 12" G.L.
EXISTING 8" CONCRETE
FOUNDATION WALL
I`
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Job## 07 -176 � CRW
Sheet
//
[E] 5 I/8" X 12" &.L. <DROPPED>
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AT 2' -O"
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EXISTING EXTERIOR- J - - - --
WALL FRAMING _
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—
EXISTING U PPER F r j
ONLY ONLY
EXTENTS OF r
STRUCTURAL WORK
----------- j
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INDICATES INTERIOR BEARING WALL (BELOW).
WILKENS ENGINEERING, LLC
PO Box 6531
Avon, CO 61620
0
i
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Issued For
4111107 Permit
; INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM.
HOOD FRA I NCB NOTES:
[E] INDICATES EXI5TIN& FRAMING MEMBERS.
[N] INDICATES NEW F=RAMING MEMBERS.
ALL JOISTS SHALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR
GREATER CAPACITY AND SHALL BE BY STRUCTURAL ENGINEER.
"L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN WOOD
MATERIALS SECTION. ALTERNATES SHALL HAVE EQUAL OR &REATER
CAPACITY AND SHALL BE`REVIEWED BY 5TRUCTURAL ENGINEER.
HEADERS AT 2X6 EXTERIOR WALL5 AND INTERIOR BEARIN& WALL5 SHALL BE (3) -2X8
(OR LAR &ER) UNLESS NOTED OTHERWISE ON PLANS. HEADERS WITHIN 2X4 WALLS SHALL
BE (2)2X8 (OR LARGE Z) UNLE55 NOTED OTHERWISE ON PLANS. HEADERS SHALL BE
BUILT OUT TO WIDTH OF WALL WITH PLYY4000 SPACERS.
AT EXTERIOR WALLS AND INTERIOR 2X6 BEARING WALLS, UNLESS NOTED OTHERWISE
ON PLAN, COLUMNS SHALL BE (3)2X6 FOR HEADERS GREATER THAN 4 FOOT LENGTH
(ROUGH OPENING), AND (2)2X6 FOR HEADERS LESS THAN 4 FOOT. ONE STUD OF THE
COLUMN PACK SHALL BE A KING STUD, AND THE OF THE STUD PACK
SHALL BE MMMER STUDS. AT 2X4 INTERIOR BEARING WALL5, THE COLUMNS SHALL
BE (3)2X4 OR (2)-2X4, RESPECTIVE TO THE HEADER LENGTH ABOVE.
COLUMNS AND STUD WALLS SHALL BE GONTINUOU5 FROM FLOOR TO FLOOR OR
FROM FLOOR TO
❑ INDICATES COLUMN, DOWN ONLY.
INDICATES COLUMN UP AND DOWN UNLE55 BEARING ON CONRETE OR LABELED UP
ONLY. COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE.
< > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS.
FLUSH FREFER5 BEAMS FRAMED WITHIN J015T SPACE, DROPPED`REFEfR5 TO BEAMS
FRAMED BELOW THE JOISTS, WITH .JOISTS BEAIRIN& ON TOP OF BEAM.
INDICATES ELEVATION AT TOP OF SHEATHING AS NOTED.
ALL FLOOR AND ROOF JOISTS SHALL 13E ALIGNED WITHIN 3 INCHES OF EITHER SIDE
OF BEARING WALL STUDS BELOW IF BERRIN& ON A DOUBLE TOP PLATE, AND SHALL ALI &N
DIRECTLY WITH WALL STUD BELOW IF BEARING ON A SINGLE TOP PLATE.
INDICATES NON-STRUCTURAL PARITITION MALL (BELONU.
2X6 STUD WALL LE55 THAN W -6" TALL SHALL BE FRAMED AT 2' -0" 5PACIN67 (MAXIMUM),
BETWEEN W -6" AND ii' -O" SHALL BE 5PACED AT 1'--4 (MAXIMUM); AND BETNIEEN 11' -0 " AND
16' -O" SHALL BE 5PACED AT 1' -0" (MAXIMUM).
2X6 WALL TALLER THAN I6" -0" SHALL BE FRAMED WITH 2X6 L51- STUDS (Fb =1 - 100 PSI,
E= 1,3007,000 PSI, MINIMUM) AT 1' -0" SPACING UNLESS NOTED OTHERWISE ON PLANS.
BEAM 5PLICE5 AT Y400D BEAMS SHALL BE CONNECTED WITH 5IMP50N HCA CONNECTORS.
MOO COLUMN TO MOOD BEAM CONNECTIONS SHALL HAVE SIMPSON POST OR COLUMN CAPS.
ALL FLOOR JOIST HANGERS SHALL BE 5IMP50N JUT, ITT, HU, OR IU5 TYPE UNLESS NOTED
OTHERWISE ON PLANS.
ALL J015T HANGERS SHALL BE SIMPON LSSU TYPE UNLESS NOTED OTHERWISE
ON PLANS.
ALL DOUBLE AND TRIPLE L.V.L. BEAM HAN &E'R5 SHALL BE SIMPSON <V OR H&U5 UN LE55
NOTED OTHERNI ON PLANS.
ALL DOUBLE AND TRIPLE 2X BEAM HAN &ER5 SHALL 13E SIMPSON HU HAN6ER5 UNLESS
NOTED OTHERWISE ON PLANS.
`REFER TO ARCHITECTURAL DRAWIN&S FOR THE FOLLOWIN& ITEMS NOT NOTED ON
5TiRUCTURAL PLANS.
J. HANDRAIL AND STAIR FfRAMIN& DETAILS
2. LOCATIONS AND 512E OF - ROU&H OPENINGS IN WOOD STUD WALLS
3. SLOPES AND BEARING PLATE HEI6HT5
SEE ADDITIONAL NOTES ON 'SHEET 53.1.
For:
s
•
s
•
s
Revisions:
LLC
v
0
Job# 07 -176 CRW
Sheet
S2.2
INDICATES EXTERIOR BEARIN& WALL ( BELON).
Sheet
S2.2
INDICATES EXTERIOR BEARIN& WALL ( BELON).
EXISTING ROOF FRAMING PLAN
EM181
NOTEe THE ASSUMED EXISTING FRAMIN& CONDITIONS
NOTED ON THESE PLANS AzRIE REFERENCED FROM
THE ORIGINAL PROJECT CONSTRUCTION
DOCUMENTS. THE ACTUAL EXISTING CONDITIONS
IN THE FIELD MAY DIFFER FROM THE ASSUMED
EXISTING CONDITIONS. THE CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING FRAMING CONDITIONS,
AS5EM5LIE5, AND DIMENSIONS FOR CONFORMANCE
WITH THE ASSUMED CONDITIONS OF THESE PLANS,
AND SHALL NOTIFY THE ARCHITECT AND
ENGINEER WITH ANY DI50,REPANCIE5 FOUND.
[E] 5 I18" X 12" G.L. <DROPPED >.
EXI5TIN6
ROOF JOISTS
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[N] (4)--2X [N] (4)2x
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1 COLUMN 1
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EXTENTS OF •• — •• •• � ®•• •• ••
STRUCTURAL WORK
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INDICATES EXTERIOR BE^RIN& WALL (BELOWJ.
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Issued For
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HOOD FRAM I NCB NOTES:
[E] INDICATES EXI5TIN& FRAMING MEMBERS.
[N] INDICATES NEW FRAMING MEMBERS.
ALL JOISTS SHALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR
&REATER CAPACITY AND SHALL BE BY STRUCTURAL ENGINEER.
"L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN H000
MATERIALS SECTION. ALTERNATES SHALL HAVE EQUAL OR GREATER
CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER.
HEADERS AT 2X6 EXTERIOR WALLS AND INTERIOR BEARING NALL5 SHALL BE (3) -2X8
(OR LARGER) UNLESS NOTED OTHMN15E ON PLANS. HEADERS WITHIN 2X4 HALLS SHALL
BE (2) -2X6 (OR LAR(5ER) UNLE55 NOTED OTHERWISE ON PLANS. HEADER5 SHALL BE
BUILT OUT TO WIDTH OF WALL WITH PLYWOOD SPACERS.
AT EXTERIOR WALL5 AND INTERIOR 2X6 BEARIN& NALL5, UNLESS NOTED OTHERNI5E
ON PLAN, COLUMNS SHALL BE (3)2X& FOR HEADERS GREATER THAN 4 FOOT LENGTH
(ROUGH OPENIN&), AND (2)-,2X6 FOR HEADERS LE55 THAN 4 FOOT. ONE 5TUD OF THE
COLUMN PACK SHALL BE A KING STUD, AND THE OF THE STUD PACK
SHALL BE TRIMMER STUDS. AT 2X4 INTERIOR BEARING HALLS, THE COLUMNS SHALL
BE (3)2X4 OR (.2)-.2X4, TO THE HEADER LENGTH ABOVE.
COLUMNS AND STUD WALLS SHALL BE CONTINUOL FROM FLOOR TO FLOOR OR
FROM FLOOR TO ROOF.
[3 INDICATES COLUMN, DOWN ONLY.
INDICATES COLUMN UP AND DONN UNLE55 BEARING ON CONRETE OR LABELED UP
ONLY. COLUMNS UP AND DONN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE.
< > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS.
FLU5H BEAMS FRAMED WITHIN JOIST SPACE, MOPPED - REFERS TO BEAMS
FRAMED BELON THE JOISTS, WITH JOISTS BEARIW -v ON TOP OF BEAM.
INDICATES ELEVATION AT TOP OF 5HEATHiNG AS NOTED.
ALL FLOOR AND - ROOF .JOISTS SHALL BE ALINED HITHIN 3 INCHES OF EITHER SIDE
OF BEARING HALL STUD5 BELON IF BEARIN& ON A DOUBLE TOP PLATE, AND SHALL ALI &N
O RECTLY KITH WALL STUD BELON IF BEARIN& ON A 5IN&LE TOP PLATE.
_— --_ INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM.
- INDICATES NON - STRUCTURAL PARITITION WALL (BELOW).
r
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t
WILKENS ENGINEERING, LLC
PQ Box 6531
Avon, CO 81620
2X6 STUD NALL LESS THAN q' -b" TALL SHALL BE FRAMED AT 2' -O" SPACING (MAXIMUM);
BETWEEN W -6" AND 11' -0" SHALL BE SPACED AT 1' -4 (MAXIMUM), AND BETWEEN 11' -0" AND
I6' -O" SHALL BE SPACED AT 1' -0" (MAXIMUM).
2X6 NALL TALLER THAN I6' --O" SHALL 13E FRAMED NITH 2X6 L51- 5TUD5 (Fb =1"100 PSI,
E= 1,300,000 PSI, MINIMUM) AT I' -O" SPACING UNLESS NOTED OTHERNI5E ON PLANS.
BEAM SPLICES AT WOOD BEAMS SHALL BE CONNECTED WITH SIMPSON HCA CONNECTORS.
HOOD COLUMN TO HOOD BEAM CONNECTIONS SHALL HAVE SIMPSON POST OR COLUMN CAPS.
ALL FLOOR J015T HAN&ER5 SHALL BE 51MP50N IUT, ITT, HU, OR IU5 TYPE UNLESS NOTED
OTHERHI5E ON PLANS.
ALL - ROOF J015T HAN &ERS SHALL BE 51MPON 1-550 TYPE UNLE55 NOTED OTHERWISE
ON PLANS.
ALL DOUBLE AND TRIPLE L.V.L. BEAM HAN &ERS SHALL BE SIMP5ON <V OR HC-46 UNLESS
NOTED OTHERN15E ON PLANS.
ALL DOUBLE AND TRIPLE 2X BEAM HAN &ER5 SHALL BE 51MP50N HU HAN65ER5 UNLE55
NOTED OTHERWI5E ON PLANS.
`REFER TO ARCHITECTURAL DRANIN65 FOR THE FOLLOWIN& ITEMS NOT NOTED ON
STRUCTURAL PLAN5s
1. HANDRAIL AND STAIR FRAMING DETAILS
2. LOCATIONS AND 51ZE OF ROUGH OPENINGS IN HOOD STUD NALL5
3.-ROOF 5LOPE5 AND BEARING PLATE HE16HT5
SEE ADDITIONAL NOTES ON SHEET 53.1.
Revisions:
sty
Far. Wilken Engin
BY.
'eying, LLC
V l
t
, - EXTENTS OF
STRUCTURAL WORK
0
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[E] 5 I18" X 12" G.L. <DROPPED >.
EXI5TIN6
ROOF JOISTS
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[E] 5 118" X Ici 112" C.L. <DROPPED> i
[N] (4)--2X [N] (4)2x
COLUMN COLUMN
t [N] W1OX22 SENT BEAM <FLU5H>
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[N] STUB
1 COLUMN 1
1 I JLJ
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[N] (3) -q 1/4" L.V.L.
EXTENTS OF •• — •• •• � ®•• •• ••
STRUCTURAL WORK
I g I w -WAVE � a a
INDICATES EXTERIOR BE^RIN& WALL (BELOWJ.
0
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•
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Issued For
4111107 Permit
HOOD FRAM I NCB NOTES:
[E] INDICATES EXI5TIN& FRAMING MEMBERS.
[N] INDICATES NEW FRAMING MEMBERS.
ALL JOISTS SHALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR
&REATER CAPACITY AND SHALL BE BY STRUCTURAL ENGINEER.
"L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN H000
MATERIALS SECTION. ALTERNATES SHALL HAVE EQUAL OR GREATER
CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER.
HEADERS AT 2X6 EXTERIOR WALLS AND INTERIOR BEARING NALL5 SHALL BE (3) -2X8
(OR LARGER) UNLESS NOTED OTHMN15E ON PLANS. HEADERS WITHIN 2X4 HALLS SHALL
BE (2) -2X6 (OR LAR(5ER) UNLE55 NOTED OTHERWISE ON PLANS. HEADER5 SHALL BE
BUILT OUT TO WIDTH OF WALL WITH PLYWOOD SPACERS.
AT EXTERIOR WALL5 AND INTERIOR 2X6 BEARIN& NALL5, UNLESS NOTED OTHERNI5E
ON PLAN, COLUMNS SHALL BE (3)2X& FOR HEADERS GREATER THAN 4 FOOT LENGTH
(ROUGH OPENIN&), AND (2)-,2X6 FOR HEADERS LE55 THAN 4 FOOT. ONE 5TUD OF THE
COLUMN PACK SHALL BE A KING STUD, AND THE OF THE STUD PACK
SHALL BE TRIMMER STUDS. AT 2X4 INTERIOR BEARING HALLS, THE COLUMNS SHALL
BE (3)2X4 OR (.2)-.2X4, TO THE HEADER LENGTH ABOVE.
COLUMNS AND STUD WALLS SHALL BE CONTINUOL FROM FLOOR TO FLOOR OR
FROM FLOOR TO ROOF.
[3 INDICATES COLUMN, DOWN ONLY.
INDICATES COLUMN UP AND DONN UNLE55 BEARING ON CONRETE OR LABELED UP
ONLY. COLUMNS UP AND DONN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE.
< > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS.
FLU5H BEAMS FRAMED WITHIN JOIST SPACE, MOPPED - REFERS TO BEAMS
FRAMED BELON THE JOISTS, WITH JOISTS BEARIW -v ON TOP OF BEAM.
INDICATES ELEVATION AT TOP OF 5HEATHiNG AS NOTED.
ALL FLOOR AND - ROOF .JOISTS SHALL BE ALINED HITHIN 3 INCHES OF EITHER SIDE
OF BEARING HALL STUD5 BELON IF BEARIN& ON A DOUBLE TOP PLATE, AND SHALL ALI &N
O RECTLY KITH WALL STUD BELON IF BEARIN& ON A 5IN&LE TOP PLATE.
_— --_ INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM.
- INDICATES NON - STRUCTURAL PARITITION WALL (BELOW).
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WILKENS ENGINEERING, LLC
PQ Box 6531
Avon, CO 81620
2X6 STUD NALL LESS THAN q' -b" TALL SHALL BE FRAMED AT 2' -O" SPACING (MAXIMUM);
BETWEEN W -6" AND 11' -0" SHALL BE SPACED AT 1' -4 (MAXIMUM), AND BETWEEN 11' -0" AND
I6' -O" SHALL BE SPACED AT 1' -0" (MAXIMUM).
2X6 NALL TALLER THAN I6' --O" SHALL 13E FRAMED NITH 2X6 L51- 5TUD5 (Fb =1"100 PSI,
E= 1,300,000 PSI, MINIMUM) AT I' -O" SPACING UNLESS NOTED OTHERNI5E ON PLANS.
BEAM SPLICES AT WOOD BEAMS SHALL BE CONNECTED WITH SIMPSON HCA CONNECTORS.
HOOD COLUMN TO HOOD BEAM CONNECTIONS SHALL HAVE SIMPSON POST OR COLUMN CAPS.
ALL FLOOR J015T HAN&ER5 SHALL BE 51MP50N IUT, ITT, HU, OR IU5 TYPE UNLESS NOTED
OTHERHI5E ON PLANS.
ALL - ROOF J015T HAN &ERS SHALL BE 51MPON 1-550 TYPE UNLE55 NOTED OTHERWISE
ON PLANS.
ALL DOUBLE AND TRIPLE L.V.L. BEAM HAN &ERS SHALL BE SIMP5ON <V OR HC-46 UNLESS
NOTED OTHERN15E ON PLANS.
ALL DOUBLE AND TRIPLE 2X BEAM HAN &ER5 SHALL BE 51MP50N HU HAN65ER5 UNLE55
NOTED OTHERWI5E ON PLANS.
`REFER TO ARCHITECTURAL DRANIN65 FOR THE FOLLOWIN& ITEMS NOT NOTED ON
STRUCTURAL PLAN5s
1. HANDRAIL AND STAIR FRAMING DETAILS
2. LOCATIONS AND 51ZE OF ROUGH OPENINGS IN HOOD STUD NALL5
3.-ROOF 5LOPE5 AND BEARING PLATE HE16HT5
SEE ADDITIONAL NOTES ON SHEET 53.1.
Revisions:
sty
Far. Wilken Engin
BY.
'eying, LLC
V l
t
, - EXTENTS OF
STRUCTURAL WORK
GONTRAGTORS NOTES:
APPL I GABLE BU I LD I N6 GONE: I BG 2003
THE GENERAL CONTRACTOR SHALL FURNISH WORK THAT 15 OF SOUND AND QUALITY
DESIGN LIVE LOA05: BLOCKING
BETWEEN JOISTS
-LOOK WITH SHEATHING
CONSTRUCTION AND IN ACCORDANCE WITH INDUSTRY STANDARDS, APPLICABLE
EACH WALL STUD
PLYWOOD FLOOR
BUILDING CODES, CONSTRUCTION DOCUMENTS, AND ALL MANUFACTURERS
ROOF 56 P5F
AND FOOTING
SPECIFICATIONS, INSTRUCTIONS, AND WARRANTY'REGWREMENT5.
INTERIOR FLOOR 40 P5F L2
EXTERIOR WALL -
THE GENERAL CONTRACTOR SHALL BE'RE5PON51BLE FOR HIS AND ALL SUB-
WIND
RIPPED 2X PLATE
OWN
CO NTRACTORS WORK, WHICH SHALL BE CONSTRUCTED AS OUTLINED IN THE
3 SECOND GU5T CIO MPH
-
NEW
CONSTRICTION DOCUMENTS.
FASTEST MILE 8O MPH
1/2" DIA. X I0" ANCHOR
EXP05URE B
_.
EXISTING
IN RECO&NITION THAT ELECTRICAL AND MECHANICAL SYSTEM DESIGNS AND
WII
4
FLOOR JOIST
LAYOUTS ARE NOT INCLUDED IN THE CONSTRUCTION DOCUMENTS, THE GENERAL
SO I LS:
BA5EPLATE WITH
RE: PLAN
TYPICAL EAVE DETAIL AT 2XI2`ROOF JOIST
CONTRACTOR SHALL ASSUME RE5PON51BILY FOR COORDINATION OF DESIGN -BUILD
°
(2) - #5 HORIZONTAL
5UB- CONTRAGTOR5 WORK WITH ALL STRUCTURAL FRAMING MEMBERS AND
THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DE516N 15 1200 P5F. THE
BOLTS
SYSTEMS.
CONTRACTOR 5HALL A LICENSED SOILS ENGINEER TO INSPECT THE
S ENGINER SHALL VERIFY IN WRITING THAT THE
FOUNDATION EXCAVATION. THE SOIL E
#5 DOWEL AT I' - "
REQUESTS FOR MATERIAL SUBSTITUTIONS, FRAMING CHANGES, AND CONNECTION
ACTUAL SOILS CAPACITY IS EQUAL TO OR C3REATER THAN ASSUMED.
AT 1' - 6"
CHANE5, MUST BE SUBMITTED IN WRITING TO THE OWNER, ARCHITECT, AND
G
ENGINEER FOR - REVIEW. 5UGH`1REQUEST5 SHALL INCLUDE: ORIGINAL ITEM,
Y MOOD :
4 '
PROPOSED CHANGE, AND`REA50N FOR PROPOSED CHANGE.
ALL WOOD FRAMING AND TRU55 LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, DROPPED GLULAM -- R OOF J015T
- REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATIONS, TO THE GRADED BY WESTERN W000 PRODUCTS A550CIATION AND CONFORMING TO - RIDGE BEAM - RE: PLAN
- f2E: PLAN
CONSTRUCTION DOCUMENTS, SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT INTERNATIONAL BUILDING CODE AS FOLLOWS: WITH BEVELED BEARING
AND ENGINEER FOR REVIEW. EDGE5 FOR - ROOF JOISTS
LUMBER DIMENSION GRADE AND MINIMUM Fb STRESS (MATCH EXISTING
- REQUESTS FOR DE51GN CHANGES INVOLVING THE OVERALL SCOPE OF THE PROJECT 2X4 OR 2X6 (WALL STUD USE ONLY) STUD GRADE, Fb = '700 PSI 'RIDGE BEAM)
AND /OR IMPACTING ARCHITECTURAL INTENT OR FEATURES SHALL BE SUBMITTED IN 2X, 3X, 4X (JOIST OR BEAM USE) NO.2 GRADE, Fb = cIOO PSI
WRITING TO THE OWNER AND ARCHITECT. 5X OR &BEATER (JOIST OR BEAM USE) NO. I GRADE, Fb = 1350 P51
ALL COMMUNICATIONS SHALL COME FROM THE GENERAL CONTRACTOR, AND NOT HIS NOTED Al LOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR 11 TYPICAL - RIDGE DETAIL AT GLULAM RIDGE BEAM
SUB - CONTRACTOR'S. TO ALLOWABLE STRESS INCREASES. 53.1 3/4" = 1' -0 "
THE GENERAL CONTRACTOR SHALL SUBMIT ALL REQUESTS FOR ADDITIONAL PROVIDE 2X SOLID B LOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF
INFORMATION, CLARIFICATIONS, SUBSTITUTIONS, AND CHANGES IN A TIMELY MANNER CANTILEVERS.
WHICH ALLOWS TIME FOR AMPLE REVIEW BEFORE A RESPONSE 15 NEEDED. THE
ENGINEER WILL ENDEAVOR TO`RE5POND TO ALL - REQUESTS AS 50ON AS POSSIBLE FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC
UPON RECIEPT, BUT WILL NOT A55UME RE5PON5113ILITY FOR ANY DELAYS TO SCHEDULE TABLE 2304 -q.1 UNLESS OTHERWISE NOTED. FULL PENE
CONSTRUCTION CAUSED BY THE CONTRACTORS FAILURE TO 5UBMIT IN A WELD AT '.
TIMELY MANNER BEFORE THE RESPONSE 15 NEEDED.
LAMINATED BEAMS (GLU -LAM BEAMS):
AS PART OF THE STRUCTURAL SERVICES TO THE CLIENT, THE STI:zUCTURAL ALL LAMINATED MEMBERS SHALL BE DOUGLAS FIR LARCH AT 2 PERCENT
ENGINEER MAY MAKE PERIODIC 51TE OBSERVATIONS TO OBSERVE THE GENERAL MOISTURE CONTENT IN ACCORDANCE WITH WGLIB. ALL SIZES SHOWN ARE
PRO&RE55 OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL GIVE SUFFICIENT NET.
NOTIFICATION FOR THE ENGINEER TO OBSERVE THE PLACEMENT OF UNCOVERED MEMBERS SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
FOUNDATION WALL REINFORCING STEEL AND UNCOVERED FLOOR AND ROOF STANDARD SPECIFICATIONS FOR THE DE51GN AND FABRICATION OF
FRAMING. STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY
S HOP E>RAN I N65 AITG.
THE GENERAL CONTRACTOR SHALL PROVIDE A SCHEDULE OF SHOP DRAWING MEMBERS SHALL CONFORM TO AITG 11'7, 24FV6, P.F. FOR CONTINUOUS
SUBMITTALS THAT`REGUIRE 5TRUCTURAL- REVIEW. MEMBERS AND CANTILEVERS AND 24FV4, R.F. FOR SINGLE SPAN MEMBERS.
SHOP DRAWINGS THAT ARE PRIOR TO THE - REVIEW AND APPROVAL BY THE MEMBERS SHALL BE DE5I6NED WITH ZERO CAMBER WITH TOP SURFACE
GENERAL CONTRACTOR WILL BE RETURNED WITHOUT-REVIEW. CLEARLY STAMPED ON EACH MEMBER.
SHOP DRAWING REVIEW 15 ONLY FOR THE GENERAL CONFORMANCE WITH THE PLYW000 DECK AND /OR ORIENTED STRAND BOARD-
OE51GN CONCEPT AND THE INFORMATION GIVEN IN THE STRUCTURAL DOCUMENTS. PANEL APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATION5 OF
CORRECTIONS AND COMMENTS MADE ON THE SHOP DRAWINGS DURING DO THE AMERICAN PLYWOOD ASSOCIATION.
NOT RELIEVE THE GENERAL CONTRACTOR FROM COMPLIANCE WITH THE BENT E
`REQUIREMENTS OF THE PLANS, SPECIFICATIONS, AND APPLICABLE CODES. THE EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE AMERICAN REa PLAN
GENERAL CONTRACTOR 15 RESPONSIBLE FOR: ALL DIMENSIONS, TO BE CONFI U.S. PRODUCTS STANDARD CONFIRMED U.5. PLYWOOD A SS O CIA T ION FS1, LAT AND SHALL MEET YNN P. ALL E
SURFACE LAT
AND CORRELATED AT THE JOB5ITE; INFORMATION THAT PERTAINS SOLELY TO THE EST EDITION FOR PL ALL P AN E LS
FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, 5EQUENGE5 WEIGH HAVE ANY EDGE R SURFACE PERMANENTLY EXPOSED TO THE
AND PROCDEDURES OF CONSTRUCTION; COORDINATION OF THE WORK. WITH THAT WEATHER SHALL BE EXT TYPE.
OF ALL OTHER TRADES AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY FOR 5UBFLOOR USE 3/4" T4 C7 FLOOR SHEATHING GLUED AND NAILED WITH
MANNER. 100 NAILS AT 6" ON CENTER ALONG PANEL EDGE5 AND AT 12" ALONG 12 BENT STEEL BEAM DETAIL AT -ROOF
E- l� 1 INTERMEDIATE SUPPORTS. STAGGER PANEL END JOINSTS,
EI� V l-t!_ 53.1
1 /3 I 3/4" = 1' -0"
CONTRACTOR SHALL BE°RE5PON51BLE FOR PROVIDING TEMPORARY BRACING AND FOR ROOF SHEATHING U5E 5/6" (40/20 SPAN RATING) EXPOSURE I
PRECAUTIONS NECESSARY TO WITHSTAND ALL CONSTRUCTION AND /OR WIND LOADS SHEATHING NAILED WITH 100 NAILS AT 4" ON CENTER ALONG PANEL EDGE5
UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT SYSTEMS ARE IN AND AT 12" ALONG INTERMEDIATE SUPPORTS. STAGGER PANEL END JOINTS.
PLACE. NEW PLYWOOD
EXTERIOR WALLS SHALL HAVE ONE LAYER OF ill" EXPOSURE 1 PLYWOOD OR NEW EXISTING
ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. OSB SHEATHING NAILED AT 6" ON CENTER ALONG PANEL EDGES. ROOF SHEATHING
VERIFY ALL OPENINGS THROUGH FLOORS, ROOFS, AND WALLS W1TH MECHANICAL 5UBFLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN NEW ROOF
PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. JOIST - RE, PLAN
AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND
REQUIRED CONNECTIONS SHALL BE CONTRACTORS RESPONSIBILITY.
INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
PROVIDE ASPHALTIC MA5TIG- COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS.
SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR - REVIEW OF ALL PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS.
CONCRETE MIXES, CONCRETE `REINFORCING, STRUCTURAL STEEL, LAMINATED WOOD ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION
FRAMING MEMBERS, AND WOOD JOISTS. THE MANUFACTURING OR FABRICATION OF EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING
ANY ITEMS PRIOR TO WRITTEN-REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT AND BRIDGING TO BE AS BY THE JOIST MANUFACTURER.
THE - RISK OF THE CONTRACTOR. 1 I/_2
LAMINATED VENEER LUMBER MEMBERS SHALL BE 1 3/4" WIDTH AND HAVE THE
WATERPROOFING, VAPOR BARRIERS, WATER5TOP, ETC., SHALL BE A5 SHOWN ON FOLLOWING STRESS CAPACITIE5a FB = 2600 P51, E = I,g00,000 P51, FC = "750 PSI,
THE ARCHITECTURAL DRAWIN65 AND AS INDICATED IN THE SPECIFICATIONS. FV = 285 P51. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH O
ALL MASONRY S ONRY AND STONE VENEERS 5HAL MANUFACTURERS'RECQMMENDATIONS.
L BE ATTACHED TO INTERIOR AND NU
EXTERIOR WALLS AS SPECIFIED IN SECTION 1 OF THE INTERNATIONAL BUILDING GONG -.E 1 T
E : _
CODE.
ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE 1/11 PORTLAND CEMENT, NEW GLULAM
ALL DIMENSIONS ON STRUCTURAL DRAWINGS 5HALL BE CHECKED AGAINST FIELD STONE A&®ATE, SAND, AND WATER, MIX DESIGNS SHALL SATISFY THE ~RIDGE BEAM PLAN
AND ARCHITECTURAL DRAWINGS. FOLLOWING REQUIREMENTSa /11 I' - 3/8"
CONTRACTOR SHALL VERIFY ALL A550MED EXISTING CONDITIONS. IF CONDITIONS CONCRETE U5E MIN. 2b -DAY F'C MAX. W/C'RATIO ENTRAINED AIR 3 /S" STEEL DOUBLE
ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. FOOTINC75 3000 PSIS NA NA SIDED BEAM HANGER
FOUNDATION WALL5 3000 P51 NA NA WITH (2)-3/4"(P THRUBOLTS
TESTIN6, INSPEGTION , AND OB ER \//AT10N5: (VERIFY EXACT HANGER
5LAB5, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE GOLD JOINTS IN A DIMENSIONS IN FIELD)
THE STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE HORIZONTAL PLANE.
CONSTRUCTION. SUCH 0135ERVATION5 00 NOT SERVE A5 - REQUIRED IN5PECTION5
BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS ALL CONCRETE WORK. AND - REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE 13 BENT STEEL BEAM DETAIL AT
OUTLINED ABOVE AND BY CHAPTER 1'7 OF THE INTERNATIONAL BUILDING CODE. WITH ACI BUILDING CODE 315 LATEST EDITION, USE STANDARD HOOKS FOR DOWELS 53,1 3/4" = 1' -0"
UNLESS OTHERWISE NOTED. ALL EXPOSED EDGE5 OF CONCRETE WORK SHALL HAVE
3I4 INCH CHAMFER OR PER ARCHITECT.
-.E I NEORC,EMENT
ALL -REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO
A5TM A615, GRADE 60 EXCEPT TIE5, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE BENT STEEL
DEFORMED BARS, A5TM A - 706 &RAPE 60. BEAM F
- REINFORCEMENT CONCRETE COVER RE6UIREMENT5 (CLEAR DIMENSION);
CONCRETE POURED AGAINST EARTH 3
CONCRETE POURED IN FORMS, EXPOSED TO WEATHER OR EARTH) 2"
`REINFORCEMENT PLACEMENT AND TOLERANCES 5HALL BE IN ACCORDANCE WITH
THE LATEST EDITION OF ACI 318.
LAP SPLICES SHALL BE A MINIMUM OF 2` -6 " FOR #5 BAR'S AND SMALLER.
ALL BARS SHALL BE CONTINUOUS AROUND CORNERS.
STRUGTUIRAL STEEL
WIDE FLANGE BEAMS SHALL CONFORM TO A5TM AcIg2. WOOD COLL
ALL STRUCTURAL BOLT5 5HALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT - RE- PLAN I^
CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO A5TM F1554. BEARING'' W,
STRUCTURAL STEEL 5HALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
LATEST PROVISIONS OF AI5C "MANUAL OF STEEL CONSTRUCTION."
MINIMUM WELDS TO BE PER AI5C TABLE J2A BUT NOT LESS THAN 3/16" CONTINUOUS
FILLET UNLESS OTHERWISE NOTED.
NON- TUGTUL ELEMENTS 14
53.1 3l4" = 1' -0
ELEMENTS SUCH AS NON - BEARING PARTITIONS, ETC. ATTACHED TO AND /OR
SUPPORTED BY THE 5TRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND
OTHER 5TRUGTURAL MOVEMENTS.
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.
TIMBER BEAM
RE. PLAN WITF
3 /6 11 X6 "X I " -Q "'
KNIFEPLATE W
(4)- 3/4"� THRL
TIMBER COLUI-
°REa PLAN
53.1 3/4" = 1' -0"
2QOF
200E
EXTERIOR
WITH SHEA
, RIM JOIST
EXTERIOR
WITH SHEA
RIM JOIST
0
V a {* 1 0 • a
4 A
- RE: PLAN
TYPICAL NEW FOUNDATION WALL AND JOIST F;ZAMING
3/4'" = 1' -0"
t�
h
4
WILKENS ENGINEERING, LLC
PO Box 6539
Avon, CO 89620
EXTERIOR WALL
WITH SHEATHING
3/4" = 1' -0"
✓ " �4` WELDED
DOUBLE SIDED NEW PLYWOOD —
BEAM HANGER FLOOR SHEATHING
(VERIFY EXACT HANGER
DIMENSIONS IN FIELD)
EXTERIOR WALL
-RIM JO 15T—�
53.I 3/4" = 1' -
IJLUUC INGU I"ANtL A7
-LOOK WITH SHEATHING
_�
EACH WALL STUD
PLYWOOD FLOOR
EACH JOIST NEW AND EXISTING
TYPICAL NEW FOUNDATION WALL AND JOIST FRAMING
AND FOOTING
SHEATHING
-RIM JOIST
EXTERIOR WALL -
TIMBER COLUMN SHALL
3/4" = 1' -0
RIPPED 2X PLATE
OWN
(TREATED) WITH
NEW
EXISTING
fMr�■
1/2" DIA. X I0" ANCHOR
BOLT AT 2' -0"
_.
EXISTING
WII
4
FLOOR JOIST
318 " X 4" X b " STEEL
KNIFEPLATE AND
� I
BA5EPLATE WITH
RE: PLAN
TYPICAL EAVE DETAIL AT 2XI2`ROOF JOIST
4"
°
(2) - #5 HORIZONTAL
5CREW5
ALONG TOP OF WALL
BOLTS
AT P -6 "
HORIZONTAL
#5 DOWEL AT I' - "
W 4
will
� 11 - 1 "
AT 1' - 6"
WITH 2' -6" LEG
VERTICAL
AND 0' -5" HOOK
4 '
(3) - #5 CONTINUOUS
II
LONGITUDINAL
IILI I
=LOOK
I
_ l ill
o
3T
,NEL ALIGNED
WALL STUD
NEW FLOOR JOISTS—/ \ * , -- EXISTING FLOOR
- EXISTING PLYWOOD - RE: PLAN WITH JOISTS WITH 5IMP5ON
- ROOF SHEATHING SIMP50N ITT HANGER IU5 FACE MOUNT HANGER
-EXISTING ROOF NEW FLUSH L.V.L. BEAM AT NEW FLOOR BEAM
JOISTS `RE: PLAN
( "! 1 TYPICAL FLOOR F AT EXTERIOR WALL
NEW PLYWOOD F
FLOOR RAMING Q�
FLOOR SHEATHING "®
-RIM JO 15T—�
53.I 3/4" = 1' -
IJLUUC INGU I"ANtL A7
SIMPSON H2.55 CLIP
EACH WALL STUD
BLOCKING
EACH JOIST NEW AND EXISTING
TYPICAL NEW FOUNDATION WALL AND JOIST FRAMING
AND FOOTING
(TYPICAL) JOISTS SHALL OVERLAP
EXTERIOR WALL -
TIMBER COLUMN SHALL
3/4" = 1' -0
AND EACH BEAR ON FULL
OWN
0
NEW
EXISTING
fMr�■
EXTERIOR WALL
V
_.
EXISTING
NEW PLYWOOD F
FLOOR RAMING Q�
FLOOR SHEATHING "®
PLY WOOD - ROOF -
SHEATHING
BLOCK I NG
- EXISTING GLULAM
RIDGE BEAM
(TYPICAL)
BETWEEN JOISTS NEW FLOOR EXISTING FLOOR
JOISTS i i I I r i` JOISTS
-RIM J015T OOF J015T W
(CONTINUOUS) REa PLAN WITH BLOCKING PANELS r
3/4" = P -O "
3/4 " = 1' - 0"
SEAT -GUT AT BEARRING BETWEEN JOISTS
-RIM JO 15T—�
53.I 3/4" = 1' -
•
SIMPSON H2.55 CLIP
�_r EXISTING CONCRETE
FOUNDATION WALL
BLOCKING
EACH JOIST NEW AND EXISTING
BETWEEN JOISTS
AND FOOTING
(TYPICAL) JOISTS SHALL OVERLAP
EXTERIOR WALL -
TIMBER COLUMN SHALL
WITH SHEATHING
AND EACH BEAR ON FULL
OWN
WIDTH OF BEARING PLATE.
.
•
fMr�■
EXTERIOR WALL
WITH '"SHEATHING
_.
&X8 TIMBER COLUMN
- RE: PLAN WITH
s
PLY WOOD - ROOF -
SHEATHING
BLOCK I NG
- EXISTING GLULAM
RIDGE BEAM
(TYPICAL)
BETWEEN JOISTS NEW FLOOR EXISTING FLOOR
JOISTS i i I I r i` JOISTS
-RIM J015T OOF J015T W
(CONTINUOUS) REa PLAN WITH BLOCKING PANELS r
3/4" = P -O "
3/4 " = 1' - 0"
SEAT -GUT AT BEARRING BETWEEN JOISTS
-RIM JO 15T—�
53.I 3/4" = 1' -
(CONT INUOUS)
SIMPSON H2.55 CLIP
�_r EXISTING CONCRETE
FOUNDATION WALL
BLOCKING
EACH JOIST NEW AND EXISTING
BETWEEN JOISTS
AND FOOTING
(TYPICAL) JOISTS SHALL OVERLAP
EXTERIOR WALL -
TIMBER COLUMN SHALL
WITH SHEATHING
AND EACH BEAR ON FULL
WIDTH OF BEARING PLATE.
POST BASE BEARING PLATE.
{
EXTERIOR WALL
WITH '"SHEATHING
_.
&X8 TIMBER COLUMN
- RE: PLAN WITH
ill" X 7" X - 1" 5TEEL
318 " X 4" X b " STEEL
KNIFEPLATE AND
Revisions:
BA5EPLATE WITH
TYPICAL EAVE DETAIL AT 2XI2`ROOF JOIST
(2)-3/4"(P LAG
(4)- 1 12 "XIO" ANCHOR
SLED
-ATE
X 4"
a INTO
P PLATE
SIMPSON H2.5 CLIP
EACH JOIST
(TYPICAL)
BEVELED BEARING
PLATE (CONTINUOUS)
EXTERIOR WALL
WITH 'SHEATHING
TYPICAL EAV DETAIL AT 11 - 71S " TJI�ROOF JOIST
3/4" = I' -0'"
3/4" = 1 -0"
PLYWOQD
5HEATHING
BLOCKING
BETWEEN JOISTS
`ROOF JOIST
RIM J015T °REa PLAN
(CONT I NUOU5)
PLYWOOD
SHEATHING
-ROOF JOIST
-- RE: PLAN
WITH SIMPSON ITT
HANGERS EACH END
- 51MP5ON H2.5 CLIP
EACH JOIST
3 TYPICAL FLOOR JOISTS AT EXISTING FOUNDATION WALL
-RIM JO 15T—�
53.I 3/4" = 1' -
(CONT INUOUS)
2 DIAGONAL
F I" INTO
BLOCKING
) WITH
BETWEEN JOISTS
LAG SCREWS
EXTERIOR WALL -
TIMBER COLUMN SHALL
WITH SHEATHING
-ROOF JOIST
-- RE: PLAN
WITH SIMPSON ITT
HANGERS EACH END
- 51MP5ON H2.5 CLIP
EACH JOIST
3 TYPICAL FLOOR JOISTS AT EXISTING FOUNDATION WALL
Issued For
53.I 3/4" = 1' -
4119107 Permit
NOTE: ALTERNATE 6X6
TIMBER COLUMN SHALL
BEAR ON A SIMPSON P1366
POST BASE BEARING PLATE.
{
_.
&X8 TIMBER COLUMN
- RE: PLAN WITH
ill" X 7" X - 1" 5TEEL
318 " X 4" X b " STEEL
KNIFEPLATE AND
Revisions:
BA5EPLATE WITH
(2)-3/4"(P LAG
(4)- 1 12 "XIO" ANCHOR
5CREW5
BOLTS
W 4
will
� 11 - 1 "
'
4 '
s ---- - CONCRETE PIER
A
REa PLAN WITH
(4) - #5 VERTICAL
AND #3 TIES AT 1' -0 " I � p
Far. Wilken eying, LLC
#5 DOWEL AT i` -6 "'
WITH 2' -6" LEG
AND O' -8" HOOK
- REINFORCEMENT -- \
ARE: PLAN
, I
L
..
4
° il
By.
e. °
' }'
10 TYPICAL LADDER FRAME DETAIL AT 11 Wei" TJI - ROOF J015T
53.1 3/4" = 1' -0"
3/ 4" = 11-01,
1arrl \moor s ■
' 1 TYPICAL FLOOR FRAMING A EXTERIOR WALL
BENT ST EEL BEAM BEARING DETAIL AT ROOF
r� TYPICAL FLOOR FRAMING AT EXTERIOR WALL
V
STRUCTURAL DIAGONAL BRACE DETAIL AT MAIN ENTR
T T RV -w-�
TOPOG-R—A-PHIC Su.4, .. W Ey
LOT 9 AM ND D PLAT OF
Town of Vaid, County of Eagle, State of Colorado
1 `* LEGAL DESCRIPTION
LOT �4 10 November Amended Plot of Riverbend at Vail,
ber29, 982 n Book 349, Page5OS,h n t which recorded
he Office of the Clerk and
Recorded, County of Eagle, State of Colorado,
f NOTES;
POSSIBLE
ENCHROAHMENT
� 1 ) Survey gate: February 22, 2007.
VAIL RACQUET S 2) This 'Survey does not constitute a boundary survey nor any investigation into
/ $8, record easements or encumbrances associated with this property. Record
CLUB CONDOMINIUMS BENCH MARK easements and rights—of—way shown for this Topographic Survey were derived
TRACT L , LSD 2149 2.5" ALUMINUM
CAP from the oforesaid plat Amended Flat of Riverbend at 'Jail.
NW � caa >�'
ASSUMED ELEV -91.2
3) ELEVATION DATUM: The 2. Aluminum Cap found was given on assumed
/ FOUND 1.26* ,� Elevation of 91,2' as shown hereon.
SHIRE BA ON A ai .
LS# E `` 4) CONTOUR INTERVAL: 1 —foot.
�t. ) Utilities are shown approximately and should be field verified prior to
f,
2 STORY I N excavation.
FRAME
DWELLING 6) Morcin Engineering LLC sloes not warrant or certify to the integrity of any
Digital Data supplied in conjunction with this map and survey.
° 12 a1, POSSIBLE 7) STREET ADDRESS: Not pasted.
ENCHROACHMENT
�EL Ic y* ;'
$) Due to accumulation of snow, the location of some features shown hereon
t o� ME,` should be considered approximate. Snow may have also hidden some
"�. improvements that may exist and therefore, would not be shown hereon. These
items may include but not be limited to: manholes, gravel edges, asphalt edges,
valves, and concrete,
LOT 1 �� 9) This is not a monumented survey, Land Survey Plat, or Improvement Survey
,' , ,CV plat. No boundary resolution was performed n making this survey. All lot lines,
LI :::: ::::::.... `` �° - _ - 2 , setback lines, and easement lines shown hereon should be considered
:. WOOD DECK.%:.. `°� � 0 approximate and should not be relied upon for the placement of any future
.:WITH TREE � ��� � improvements.
IN DECK
IN. - LOT
1, William G. Yetzer, a Professional Land Surveyor in the State of Colorado,
hereby certify that this TOPOGRAPHIC SURVEY was done by me or under my
direct supervision, and that it was performed using the standard dare and
.. FIRST FLOOR '� practice used in the area at the time of the survey. The Notes hereon are a
s
STORAGE 0 94.0 ELEv -96.1` part of this certification.
Willi P LS 3 4989
•
C o l orado • • •
• • e •
VAIL RA CQUET
C CLUB
TRACT M
M
12
DENOTES CONIFEROUS TREE
PM
WITH TYPE & SIZE IN INCHES SHOWN
14 DENOTES DECIDUOUS TREE
Asm WITH TYRE & SIZE IN INCHES SHOWN
NOTICE: According to Colorado law you MUST commence any legal
action based upon any defect in this survey within three years
after you first discovered such defect. In no event, may any
action based upon any defect in this survey be commenced more
than ten years from the date of certification shown hereon,
( IN Fix )
1 Much = 10 ft.
STAFF APPRC)VAL
�� . 07
Amended Plat of
/7.z V &rz7end - a t Vail
A part of the Southeast 114 of Section 12,
Township 5 South,, Pang& 80 West
Sixth Pri'nclpal Meridian., Town of Vail,
Eagle County, Colorado
Found chiseled 'W" an rock
Vail Racqaat cjulv
Z,
.41 CERTIFJCAT101 OF DEDICATION AND OWNERSHIP:
Y4.
T -he undersigned, bein the -preside of the Homeowners Association
FOUND R.-BAR Q WASHER
S. NO. 2149
v e rbe
of Ri verbe:n-A a t N a i I , doa,%s he rpby a ck.r..o.!,-i I ed an consent to t h i s
ge
Lot 4
. 2"ALUMN4 CAP �, md .at Val I
Amended Pla t o f R
-00
19.
A _5' Lot 3
4.1 N* Date
t,y IIJ '(4 F_Wu — so — n' -- P 1- i d en t
A ..
IV 45 Lot 8 9
�\ o � Lot .1 41. 6& 6'.40 ri
0
j
k Lot 10 l �
Lot J
STATE 'OF COL'ORAD.0
d9 Loz
11 lf. 6 COUNTY OF EA�G1E
c ,
Lot 2
2054 f t.
j, fore dedicat was ack.nowlt-e before in.� �bh
Lot d-a y o 82, by Eric 41olm.on as 'Pro.sident of 0.p y
-1 J V - Ri'verbend at V:ail ftmoowni-rs AsFodo.
IV My commiss.i, expires
Lot 6 Witness my hand and sea
Lot 11
COMMO/7 Parcel A Z500 sq. f t.
93, 400 SQ. f4
2. 144 dCreS
el
r
Lot
r
Lut 16 lot 1 2 0 S CER*rI.FICATE:
Lot J5
Lot J/
I , Joseph D. Tjepk es do h er-eby ce rti f y that I am a re l and
N V ." - surveyor li.censed under the laws of the State c)f Col-ora-do, t.h.at t4)is
Lut �Jd
I/ , Plat is a true, correct and complete plat of ' at V,�ail as laid
N
(0 e
T_ out, platted, dedicated and shown hereon., that -at such plat coos -made from
(. IV L o t 2,? V
an accurate survey of said property by me and under my sLtpe rvision
Ilk L t 1.3 '0'
and correctly shows the location and dimensiolis of the lots, easements
Lot P/
C. and streets of.said subdivision as the same are staked upon the ground
CJ t JY 1/1
in compliance with applicable regulations governing the subdivision of
land.
In witness whereof I have set my hand and seal this2 day of
9,
1982.
zy
0
SIT
Town of VdJJ Joseph D. TieFkes
NOTE:
VICINI MAP The purpose of this amended plat is to
correct certain drafting errors and to
amend the locations of certain units
which were not constructed at the time
of the original plat.
L �771
APPROVAL OF THE VAIL ZONING ADMINISTRATOR:
ti 1q11
,
This Amended Plat of Riverbend at Vail be and the same is hereby
approved,
i. Bask of bedlings; Fjnal Pidt Piver0ond de Vdij.
2. ;ryOjCal Jot d/-Z;ld 19b5 r,17. ft. 2 0
3, oa t e of survey; October 197-Y, November 19&?. 2. J
-4s-4, Indicates found oin N tao, NO. 2.14-Y Date:
--G-5. Indicates set Pin & Ldp Ii/J0. Detail of Typical Unit T ng _ n s tra tor
6, HearJngs on Jot jinus dry' oaraJJOJ Or Of_•,-,0&ndj4,Ujd,- J "_5 4 Tfr,!Vkfi�,,! (7)F VAdl,
unless oMerwJ3o nvt4 d. Un i tS / through 8, 8 20 through .
7, Ties to interior jut. -v
peroonai4ujar to &tcrjor Jot 23 are mirror 1maq&s. 3 6 30 15 0 30 so go e DESIGN REVIEW
lines unless otherwise noted. N STAFF APDROVAL
SCALE IN FEET'
1.3 DATE:,_4q,07
CLERK AND RECORDER'S CERTIFI
L RT
This plat was filed for record i in the Office of the Clerk and
4 11VE HFAH11Vt;I' 4j2 .I`77A1V6F Recorder at o'clock, M.,
1 s n «U.r'�u "E .:'1.,Jra to ��� amd is duly recorded in Book at Page
0
By
Deputy Clerk and Recorder
27. _f
P.0.80X 978 1420 VANCE STREET
AvON.COLO.81620 -Mountain LAKEW000.00LO. 60215
t303)949-5072 03) 232-0158
EngineeringLtd. (3