HomeMy WebLinkAboutB11-0143 PlansNEW WALL PER PLAN
OR EXISTING WALL
TO REMAIN AT A SIM.
SAW -CUT
EXIST. SLAB 8" MIN
EXISTING SLAB
TO REMAIN
1-
4" 1 4
#5 BARS @ 8" o.c.
BOTH WAYS
DRILLED 6" INTO
EXISTING SLAB
AND GROUTED w /
NON - SHRINK
EPDXY
99' -4 "99'-4"1-6 9Y4, 8„
DF #2
GLUE[
NAILEE
RAIL COLUMN SECTION
1/2" DIA. ANCHOR
BOLTS EACH
SIDE OF EACH
RAIL COLUMNS
INTO NEV FNDN.
d
4 "MAX.
TREATED 2x6 or 2x4 PLATE w/ 1/2"
DIA. ANCHOR BOLTS @ 36" o.c. Town of Vail
AND ADJOINING RAIL COLUMNS REVIEWED FOR CODE
COMPLIANCE
Date: 7 —/ — t — c
By: r
EXISTING SLAB ;ode Of
TO BE REMOVED
PER
PLAN
3 Y 2 „
v
= III —_' • z_
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100' -0"
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TOP OF SLAB
A, 99-4"
5 ' -3 y 4 ,
( S � A
1
mm
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I !.
3 - LVL 1 3/4 x
91/2 GLUED A DETAIL A F
AND NAILED TOP OF SLAB
100' - 0"
4 -16d SPIKE TOE -NAIL
EACH SIDE ALL RAIL
COLUMNS TOP AND
BOTTOM
A35 FRAMING ANCHOR
BOTH SIDES TOP AND
BOTTOM ALL RAIL
COLUMNS
4 "MAX
RAIL COLUMN ELEVATION
1 1/2" = V -0"
S 1 1/2" = V -0" v MN T `_ 4— GO
E_ /- L — J A
S1
EXISTING PAD /PIER TO REMAIN - SIM.
DOWEL HORIZONTAL REINFORCEMENT
TO EXISTING PIER - DRILL 6" INTO PIER
AND GROUT w/ NON - SHRINK EPDXY
WALL LEGEND
CONCRETE WALLS
TO BE ADDED
EXISTING WALLS
TO REMAIN
FOUNDATION PLAN
NOTE- ELEVATOR CAR IS 40 "x54" DESTINY AS
MANUFACTURED BY THYSSENKRUPP. SEE DESIGN GUIDE
FOR ALL DETAILS AND SPECIFICATIONS FOR TYPE 1 RIGHT
HAND ELEVATOR AND COMPACT MACHINE ROOM.
EXISTING
TOW
99' -8"
Al
Town of Vail
F 9 L �
ICr C opy
EXISTING
FOUNDATION
TO REMAIN
PROVIDE BONDING
AGENT BETWEEN
EXISTING CONCRETE
AND NEW CONCRETE
TYPICAL
EXISTING WOOD
WALL ABOVE
EX. v
TOF
96-0"
50
�s
s
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CONNECT NEW FNDN. TO
EXISTING FNDN. w/ 4 - #5
DOWELS x 3I 0" DRILLED 6"
INTO EXISTING FNDN. AND
GROUTED w✓ NON - SHRINK
EPDXY. ( 2 LOCATIONS TYP.)
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STRUCTURAL SPECIFICATIONS
I ) Foundation design based upon assumed maximum soils bearing capacity of 2000
psf to be verified by a soils engineer at the time of excavation. All footings are to
bear upon natural undisturbed soil or compacted structural fill as approved by the
soils engineer. Soils engineer to inspect basement areas for radon gas. Install ra-
don gas system beneath concrete slabs when required by the soils engineer. Sub-
mit copy of report to engineer.
2) All foundation around perimeter of structure shall have minimum frost protection
of48" to bottom of footing. All foundation walls and columns to be centered on
concrete footings unless sho%%v otherwise on plans.
3) All cast in place concrete must be made with Portland cement and attain mini-
mum compressive strength of 3000 psi after 28 days (nunimum compressive
strength of 4000 psi after 28 days for concrete used in slabs). Design based upon
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI
318). 1999. Concrete placement to conform with "Construction Requirements" as
defined in ACI 318. All concrete slabs on grade must be provided control (scored
or cut) in accordance Nvith soils report. All exposed edges of concrete shall have
Y'• clanrfer. Concrete work shall not have any horizontal cold joints unless au-
thorized be the engineer. Field coordinate all vertical cold joints with structural
engineer. use continuous vertical water stop at all cold joints.
4) Reinforcing steel is ASTM Grade 40. All welded wire fabric must conform to
ASTM AI85. Reinforcement placement shall conform to MANUAL OF STAN-
DARD PRACTICE, 2001 as prepared by CRSI. All lap splices to be nunimum
36 bar diameters. all horizontal reinforcement to be continuous around corners
and at wall intersections. Minimum reinforcement protection-
- concrete poured against earth 3"
- concrete poured in forms 2"
- concrete slabs 1'"
S) All lumber shall be Doug -Fir #2 S4S or better, all wolmanized lumber shall be
Hem -Fir #2 S4S or better (all lumber within 18" of finish grade or in contact with
concrete trust be wohnanized). Provide solid blocking at 8' -0° on center in all
diaphragms. All columns to be continuous bearing to foundation
6) Anchor bolts and bolls shall be A307 or better.
7) Sheath all interior elevator walls with' / plywood with minimum span rating of
24 or better. Nail with 8d n_: 6" oc to all studs.
8) Live loads used for design-
- Roof -100 psf snow (4:12 roof).
-80 psf (8:12 roof).
- Floor -40 psf residential.
- Deck -100 psf.
- Wind -90 mph (3 second gust), Exposure B.
- Earthquake -Zone C -IBC.
9) All construction must comph %with the 2009 International Building Code as
adopted by the Town of Vail Building Department and the "General Conditions of
the Contract for Construction' (AIA Document A201). All construction must be
completed within the tolerances described in the "Residential Construction Per-
formance Guidelines" as prepared by the NATIONAL ASSOCIATION OF
HOME BUILDERS.
10) Construct wall as follows-
- Exterior- 2x6 zr: 16' oc.
- Interior -2x4 r& 16" oc, unless noted otherwise.
11) All beams. joists. and rafters are to bear upon walls or beams. or be hung with
SIMPSON Strong -Tie hangers or approve equals.
12) All structural members are shown in their final positions properly braced and sup-
ported: during construction it may be necessary to temporarily shore portions of
the structure while other portions are being constructed. Contact the engineer for
consultation as required.
13) General Contractor is responsible for all non - specified connections, contact engi-
neer for details as required. The engineer is to approve all structural substitutions.
14) General Contractor is to coordinate all diapluagm penetrations (i.e.. chimneys.
plumbing. sewers, etc.) through floors. walls. roofs and foundation walls %% ith ap-
propriate sub- contractors. General Contractor is responsible forthe means, meth-
ods• techniques. sequences. procedures, workmanship. seasonal scheduling and
job -site safety associated with this project. The General Contractor is to %cri y all
dimensions and elevations with the architectural drawings. Notify engineer of all
conflicts and omissions between various elements of the working drawings and
the existing conditions prior to commencing with that portion of the project.
General Contractor is to inspect remodel projects and verify prior use and proper
disposal of existing materials (i.e.. asbestos. etc.) as required by code. Identity of
all existing hidden structural members based upon visual inspection.
15) All materials exposed to exterior and or moisture conditions shall be treated for
these conditions (i.e., chemical treatment. staining• painting, darnproofmg, mem-
branes. flashing. etc.) as required by code. All materials to be treated or protected
for fire resistance as required by code.
16) Special inspection to be completed by building official approved inspection
agency for poured -in -place concrete construction including reinforcing steel, and
soils information. Inspection reports to be prepared in accordance %with IBC
Chapter 17 on approved forms. verifying compliance %with construction
documents and be submitted to the building official for review and approval.
copying the owner, general contractor and engineer. Coordinate inspections %with
general contractor so that special inspections can be periodic rather than
continuous.
0
0
Town of Vail
REVIEWED FOR CODE
COMPLIANCE
Date: 7-
By: -
Cod D
/ FIELD VERIFY
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Cl) ■ UPLIFT CAPACITY
EXISTING JOISTS
TO REMAIN
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Town of Vail
REV FOR CODE
COMPLIANCE
Bate:
By: ys
Code:
OPEN
EXISTING ROOF BEAN
TO REMAIN
5/2'
M
SEE ARCHITECTURAL
PLANS OR COMPACT
MACHINIf ROOM SIZE
AND LAYOUT
BENEATr BENCH
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Town of Vail
OFFICE COPY
u
SHAFT DIMENSIONS
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THIRD LEVEL FRAMING
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TO FRAMING.
j� TOP OF PLYWOOD
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OFFICE COPY
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M AY 24 2011 �_ AWN OF VAIL
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DF #2
GLUEC
NAILEC
NEW WALL PER PLAN
OR EXISTING WALL
TO REMAIN AT A SIM.
SAW -CUT
EXIST. SLAB —�
EXISTING SLAB
TO REMAIN
1-
245 BARS CONT.
TOP AND BOTTOM
� I
99' -0 II
OL #4 DOWELS Iii
@ 16" o.c. V-5" .I i
g
_I�1
2 - #5 BARS I I I
CONT. \
3 - LVL 1 3/4 x
9 1/2 GLUED
AND NAILED
•
•
•
III ,,_III
4" $„
TREATED 2x6 or 2x4 PLATE w/ 1/2"
DIA. ANCHOR BOLTS @ 36" o.c. a
AND ADJOINING RAIL COLUMNS _
#4 DOWELS @ 16" o.c. 1' -0" o� � O
DRILLED 6" INTO EXISTING $ „ GO ci
SLAB AND GROUTED w / 4 1/2" Mile
NON - SHRINK EPDXY 6" r �A
EXISTING SLAB ���V 0
TO BE REMOVED ��_ ��P I� u
SLAB PER v `v` u
PLAN
9 EXISTING
FOUNDATION
?/4 .'8" TO REMAIN
5' -3 y 4 „ $„
I
4" CONCRETE SLAB ON
C) GRADE REINFORCED w/
TOW TOF A WWF 6x6/10x10 CENTERED
• l i = ' 100' -0" 99 -0 S 1 w/ 1/2" EXP. MAT'L
I I I AROUND PERIMETER
-I I r ..' h °° -
5 - -
4" ,
A
S1
TOP OF SLAB
99'-4" .
TOP OF SLAB
1 ', 4 "
_ F � OR
RAIN
4 b
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/— 1L
A D E TA I L A
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G GO P AN
S 1 1/2" = 1' -0" �-�O L_ — J
RA IL COLUMN SECTION
1/2" DIA. ANCHOR
BOLTS EACH
SIDE OF EACH
C RAILCOLUMNS
INTO NEW FNDN.
LJ
4 "MAX.
P�
EXPANDED FOOTING
3'- 6 "x3' -6 "x10" w/ 4 - #5
BARS EACH WAY
4 -16d SPIKE TOE -NAIL
EACH SIDE ALL RAIL
COLUMNS TOP AND
BOTTOM
A35 FRAMING ANCHOR
BOTH SIDES TOP AND
BOTTOM ALL RAIL
COLUMNS
L�
4 "MAX
RAI CO ELEVATION
1 1/2" = 1' -0"
WALL LEGEND
CONCRETE WALLS
TO BE ADDED
EXISTING WALLS
TO REMAIN
J
FOUNDATION PLAN
NOTE- ELEVATOR CAR IS 40 "x54" DESTINY AS 1/4" = 1' - 0 "
MANUFACTURED BY THYSSENKRUPP. SEE DESIGN GUIDE
FOR ALL DETAILS AND SPECIFICATIONS FOR TYPE 1 RIGHT
HAND ELEVATOR AND COMPACT MACHINE ROOM.
A � l
S1
SIM.
EXISTING
TOW
100' -0"
EX. v
TOF
96' -0"
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CV
V OF VAIL
NORTH
S 1 of 3
1 1/2 , 9y2„ 1
CONNECT N
W FNDN. TO
EXISTING FNDN.
w/ 4 - #5
DOWELS x 3
-0" DRILLED 6"
INTO EXISTING
FNDN. AND
GROUTED
NON - SHRINK
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V OF VAIL
NORTH
S 1 of 3
1 1/2 , 9y2„ 1
STRUCTURAL SPECIFICATIONS
1) Foundation design based upon assumed maximum soils bearing capacity of 2000
psf to be verified b) a soils engineer at the time of excavation. All footings are to
bear upon natural undisturbed soil or compacted structural fill as approved by the
soils engineer. Soils engineer to inspect basement areas for radon gas. Install ra-
don gas system beneath concrete slabs when required by the soils engineer. Sub-
mit copy of report to engineer.
2) All foundation around perimeter of structure shall have minimum frost protection
of 48° to bottom of footing. All foundation nvalls and columns to be centered on
concrete feelings unless shown otherwise on plans.
3) All cast in place concrete must be trade with Portland cement and attain mini-
mum compressive strength of 3000 psi after 28 days (minimum compressive
strength of 4000 psi after 28 daps for concrete used in slabs). Design based upon
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI
318). 1999. Concrete placement to conform with - 'Construction Requirements'" as
defined in ACI 318. All concrete slabs on grade must be provided control (scored
or cut) in accordance with soils report. All exposed edges of concrete shall have
%- chamfer. Concrete work shall not have an) horizontal cold joints unless au-
thorized b) the engineer. Field coordinate all vertical cold joints with structural
engineer. use continuous vertical water stop at all coldjoints.
4) Reinforcing steel is ASTM Grade 40. All welded wire fabric must conform to
ASTM Alai. Reinforcement placement shall conform to MANUAL OF STAN-
DARD PRACTICE. 2001 as prepared by CRSI. All lap splices to be nninnimum
36 bar diameters. all horizontal reinforcement to be continuous around corners
and at wall intersections. Minimum reinforcement protection-
- concrete poured against earth 3"
- concrete poured in forms 2"
- concrete slabs 1"
i) All lumber shall be Doug -Fir #2 S4S or better, all wolmanized lumber shall be
Hem -Fir #2 S4S or better (all lumber within 18" of finish grade or in contact with
concrete must be wolmanized). Provide solid blocking at 8' -0 on center in all
diaphragms. All columns to be continuous bearing to foundation.
6) Anchor bolts and bolts shall be A307 or better.
7) Sheath all interior clevatorwalls with' /" plywood with minimum span rating of
24/0 or better. Nail with 8d re 6" oc to all studs.
8) Live loads used for design-
- Roof -100 psf snow (4:12 roof).
-80 psf (8:12 roof).
- Floor -40 psf residential.
- Deck -100 psf.
- Wind -90 ntplt (3 second gust). Exposure B.
- Earthquake -Zone C -IBC.
9) All construction must compl}' with the 2009 International Building Code as
adopted by the Town of Vail Building Department and the "General Conditions of
the Contract for Construction' (AIA Document A201). All construction must be
completed within the tolerances described in the "Residential Construction Per-
formance Guidelines" as prepared by the NATIONAL ASSOCIATION OF
HOME BUILDERS.
10) Construct wall as follows -
- Exterior -2x6 tai. 16" oc.
- Interior -2x4 im 16` oc. unless noted otherwise.
11) All beams. joists, and rafters are to bear upon walls or beams, or be hung with
SIIv1PSON Strong -Tie hangers or approve equals.
12) All structural members are shown in their final positions properly braced and sup-
ported; during construction it may be necessary to temporarily shore portions of
the structure while other portions are being constructed. Contact the engineer for
consultation as required.
13) General Contractor is responsible for all non - specified connections, contact engi-
neer for details as required. The engineer is to approve all structural substitutions.
14) General Contractor is to coordinate all diaphragm penetrations (i.e.. chinucys.
plumbing. sewers, etc.) through floors, walls. roofs and foundation walls NA 111i ap-
propriate sub - contractors. General Contractor is responsible for the means, meth-
ods. techniques. sequences. procedures. workmanship, seasonal scheduling and
job -site safeh associated with this project. The General Contractor is to verify all
dimensions and elevations with the architectural drawings. Notify engineer of all
conflicts and omissions between various elements ofthe working drawings and
the existing conditions prior to commencing with that portion of the project.
General Contractor is to inspect remodel projects and verify prior use and proper
disposal of existing materials (i.e.. asbestos. etc.) as required by code. Identity of
all existing hidden structural members based upon visual inspection.
15) All materials exposed to exterior and or moisture conditions shall be treated for
these conditions (i.e.. chemical treatment. staining, painting, damproofing, mem-
branes. flashing. etc.) as required by code. All materials to be treated or protected
for fire resistance as required by code.
16) Special inspection to be completed b)' building official approved inspection
agenc) for poured -in -place concrete construction including reinforcing steel. and
soils information. Inspection reports to be prepared in accordance with IBC
Chapter 17 on approved foruts. verifying compliance with construction
documents and be submitted to the building official for review and approval.
copping the owner, general contractor and engineer. Coordinate inspections with
general contractor so that special inspections can be periodic rather than
continuous.
0
WALL LEGEND
EXISTING WALLS
TO REMAIN
WALLS TO BE ADDED
EXISTING JOISTS TO REMAIN
M
T ATE6 4 -2x1
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MAY 2 4 2011
C' t . 711
TOWN OF V
1/ = 1 1-
S2 of 3
NI
,'
■
FIELD VERIFY
EXISTING
N
HANGER WITH
N
UPLIFT CAPACITY
EXISTING JOISTS
TO REMAIN
C?
9 � 4 „
L 5x5x1/4 w/ 2 - 3/4"
1
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S3 of 3