HomeMy WebLinkAboutPLANS - 16-00669 - 601 Canyon Springs Dr - SFRSack Elevation
A -20G SCALE 14 = 1'-0'
6 12
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UNABLE
LEVEL SF
Basement 1,923
Main Floor 1,040
_Upper __-- 719
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eight Elevation Indicates apprrxim_ ate Ir =aflOn of tie-_dr_:m straps. 2/3/2015
A-201 SCALE 1/9" = i'0" - -- PLOT OATS:
Indicates approximateloctonof Shear Panel 2/3/2015
Constructor. Contractors responsible for indlahng uroUr:
exact location, if other than indficared. A_201
TO MAINT:IN SC LE AS SHOWN, THESE PLANS ARE PACE OF
TO BE PRINTED ON 24X36 LARCH D) PAPER. / , 5 - _ 7 j
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Square Footage
LEVEL
SF
-Basement
_
1,120
Garage
_
482
Main Floor
_ _
1,104
Upper
.
771
UNABLE
LEVEL SF
Basement 1,923
Main Floor 1,040
_Upper __-- 719
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eight Elevation Indicates apprrxim_ ate Ir =aflOn of tie-_dr_:m straps. 2/3/2015
A-201 SCALE 1/9" = i'0" - -- PLOT OATS:
Indicates approximateloctonof Shear Panel 2/3/2015
Constructor. Contractors responsible for indlahng uroUr:
exact location, if other than indficared. A_201
TO MAINT:IN SC LE AS SHOWN, THESE PLANS ARE PACE OF
TO BE PRINTED ON 24X36 LARCH D) PAPER. / , 5 - _ 7 j
42
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CANTILE.ERABO'.E ��� -----' �, CUTOUT FOR
3068 DOOR
_ ill
11' 4 _3'-,I GARAGE SLAB W/ 20 6 --_ - _ ,y' REQUIRED SLOPE ry
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THIS LE.'EL
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16.O.H_ DOOR
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Square Footage _
LEVEL _ SF
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LIVABLE
LEVEL SF
�Basemee� 1,023
Main Floor 1,040
Upper 719
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0 Indicates approximate Iration oftie-down steps. 2/3/2015
'PLOTDAIE.
In iicates approximate Ir ration of Shear Panel 2/3/2015
Construction. Contract a is responsible for Indic+ane 'tAPdUr
exalt is ation, if other th,n indicated. A_101
TO MAINTAIN SCALE AS SHOWN, THESE PLANS ARE PAGE: OtF.
TO BE PRINTED ON'4�LARCH D1PAPER, / \ 2 _ 7
DOOR 8 WINDOW SCHEDULE _ l (ZiZ, �,'� 8C
Type - ID W x H S¢e Qty NAME
-W —._ c indow B 2x5' 2 - FIXED
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i m
1hlnd"ow D _ 4'xT i rSLIDER _ - _ w ,
Window _ 4'x3'_ _1 SLIDER
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YAni 4X4' .fi_ _•SLIDER - ___-____•
WinH _ _4'x5 1 _SLIDER -Square Footage
Wndow ow J- 5'x5' _ - 2 SLIDER LEVEL SF
—_.. _ '-
Door2 _ •8'x4' 1 _SLIDER Basement 1,120
Door 2 2'x8 -T' --- 2 - INTERIOR - - - -Garage _ 462
Door - - — -Main Floor _ 1.109
Daar 3 2'b'X6'A'i6 INTERIOR fi -- -- ---- .,n
Door 4 2a"xV- 1 'INi0R - - - --.- - _. _.._ 22'_ __ _ upper m.
Door s 3x6A" 2 -EXTERIOR -- - 9•-10'_ _x$' 4'-6' �'_6' 1@' '
-Door 6 3x8 B" 1 EXTERIORM SIDE
L
Door -7 .4x6-8" 5 INTERIOR DBL 1 ' LIVABLE
Door 8 '3x6'4d" 1 EXTERIOR DEL _ J - - -� LEVEL SF
- -- - - - t-- - _ Basement _ 1,023
T'p em -Main Floor . 1,040
Upper 719
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\A-102 SCALE: 1/R 1'-0"
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PUO UATE:
Indlcatas..pprodmate incation of tie-d'xn straps. 2132015
'- - PLOT DATE_-
Indirc'os approximate location of Shear Panel 2/32015
Ccnstruction. Contractor is respcnsibie for indic:ting "aOLT, +
er 1 k -. [ion, if other than indicated. A_1 02
TO MAINTAIN SCALE n5 SHOWN, THESE PLANS AR11 E PAGE: OF
TO BE PRINTED ON 2036 LARCH Dj PAPER. _J\ 3 _ 7
S
LEVEL SF
_01asameritt 11120
Garage 482
Main Floor 1,104
L�l 771
12 6' 22' �,-LE—UNIAB E -
'-" L_ _,i. VEL SF
6-6 6' -3'-2' -6'-4'
Basement 1,023
Main Floor 7,0401
I Upper L 719
TRAY
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BATH
MASTER
BEDROOM ml 9
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SatonalFlixxrPlan u- N 92
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PLAN DATE:
Indicates appi,mate location oftle-dcv straps. 2/3/2015
PILOT DATE:
Indicates approximate Ir anon of Shear Rmsii 213/2015
Contraction. Contracts is responsible for indicating LyoLff, -
exact locRion, ifoth&r than indicated, A-103
TO MAINTAIN SCALE AS SHOWN, THESE PLANS -IRE PAGE; "OR;
TO BE PRINTED ON 24X36 (ARCH DI PAPER. '- 4 7
GENERAL CONSTRUCTION
NOTES:
1) The contractor is to review & verify these
drawings in their entirety before attempting to
build. Any & all discrepancies are to be reported
to 3Peak Design prior to beginning construction.
Any errors due to not reviewing the plans will be
the contractor's responsibility.
2) If a Structural Engineer is not Contracted by or
at the owners request to size all structural
portions of this building then the Owner & or
Builder will be responsible for all structural
designs. By building or starting to build this
building without the proper Engineering the owner
& or builder are in agreement to accept all
responsibility & liability for this building.
3) All building methods by the Owner, Builder,
Contractors, or Subcontractors or any other
persons or entities employed or contracted to
work on the building are to comply with the local
building codes in there entirety & with no
exceptions. If there are no local building codes
then all participating parties are to comply with the
States building codes or the current UBC or ICBO
building codes.
4) All specifications in the drawings indicate the
building in the finished state. The parties building
all or part of the building are responsible for
sound , current, & safe building practices, & on
site safety. Including temporary support for partial
walls, roofs, decks, etc. The parties building all or
part of the building shall not overload any portion
of the home and shall have no loads that exceed
the maximum indicated by the engineer (if
applicable to this building) for any duration of
time, temporary or permanent.
5) The owner / contractor shall verify all materials
and existing conditions at the job site, and fully
coordinate all dimensions and conditions of
details with other disciplines before attempting to
build.
6) Any and all variances due to the builder,
owner, or any other party without written consent
in the design stage or afterwards will void all
liabilities from the Engineers, designers, & other
parties involved in the design stages of the
building. The owner & or builder agree to hold
harmless all parties involved in the design stage
from any claims resulting from variances.
7) In the event of a conflict between pertinent
codes and regulations and referenced standards
on these plans, the more stringent provisions will
govern.
8) Any design loads shown are assumed loads.
The owner and contractor are responsible for
checking the actual soil and snow load
requirements. The owner & contractor are also
responsible for obtaining a soils report if
necessary.
GENERAL BUILDING NOTES
1) The foundation is to be as per local code w/
footings placed as per local codes w/ frost line
depths being met. Due to great variance in grade
from building site to building site. it may be
necessary to step the foundation to meet code.
2) The soil conditions & any required testing are
the responsibility of the owner & or builder. If
unique conditions are found then it is the
responsibility of the parties finding the conditions
to report them to the proper engineers for
adequate modifications for the foundation.
3) Final finished grade is to be at least 6" from the
top of the foundation with a recommended 12" to
18". If local codes require something different
then that code is to be followed. Finished grade is
to provide sufficient drainage away from the
building with slope, French drains or other as
permitted by local codes. Sufficient drainage
varies from area to area due to weather
conditions so it is the responsibility of the owner &
or builder to provide such drainage specifications
or to acquire specifications from the local
authorities.
4) Foundation reinforcement & mechanical
connections shall comply with local Seismic &
Building code.
GRADING & DRAINAGE:
1) It is the responsibility of the building parties to
verify grade and to build accordingly. Any req'd
steps in the foundation are the responsibility of
the building parties. It is the building parties
responsibility to keep the work area safe while
digging, scraping, backfilling and in all other
aspects of the building project and practices.
2)It is the responsibility of the building parties to
supply adequate drainage grade & or drainage
systems in the lot surrounding the building & in
the foundation as req'd by local codes & as
needed for local conditions. Use gravel as
requested by owner for extra drainage.
3) Finished grade is to provide sufficient slope for
drainage away from the building in all seasons &
as req'd by local code.
PLANS:
1) Great care and proficiency has been put into
producing accurate plans. Any discrepancies in
the plans shall be brought to the attention of
3Peak Design before attempting to build.
However due to the impossibility of being on the
site of construction, providing close supervision,
giving personal consultations, having control over
the actual construction, & due to the great
variation of building materials, methods,
practices, regulations, local codes, local building
conditions, & weather conditions, 3Peak Design
assumes NO liability or responsibility for any
damages due to poor building methods, practices,
errors or omissions, the failure to meet any & all
codes, and the failure of the builder to verify plans
before attempting to build. If the owner & or
builder chooses to not have these plans reviewed
by a structural engineer then the party making the
decision is responsible for all structural & other
related areas of the building.
2) The plans should be reviewed thoroughly & an
understanding of the plans & accepted building
practices & codes should be reached before
attempting to build.
3) All written dimensions shall take precedence
over scaled dimensions. Scaling off of the plans is
not recommended and may lead to error in the
final structure. The builder is to verify plans before
attempting to build. While every attempt has been
made to provide accurate plans 3Peak Design will
not guarantee against errors. The builder is to
verify plans before attempting to build.
CONCRETE:
1) All steel or other reinforcing in the concrete is
to be to local Building Codes. The Building parties
are responsible to ensure that all building
methods & practices are upheld.
2) All reinforcing is to be of accepted methods &
materials before beginning. Such as "re bar" that
is grade 30 for#3 bar & grade 60 for #4 bar &
bigger. Bar is to not be bent in the field unless it is
the standard sizes of #4, #5,  bars. All bar is
to be bent cold and shall not be welded.
3) Weld wire mesh may be used in the floors as
accepted by local codes, and only those meshes
that are approved for such use.
4) tap joint lengths are to be as follows. #3 bar
18" minimum or as per code.
#4 bar 24" minimum or as per local code. #5 bar
32" minimum or as per local code. #6 bar 40"
minimum or as per local code. Weld wire mesh
shall overlap 24" minimum, & (1) grid width plus
2" minimum. All reinforcement is to be accurately
placed & supported as per code during pouring of
the concrete.
5) Reinforcing in all footings & walls shall be
continuous around corners or have comer bar
provided.
6) Use vapor barriers below slabs as per local
code.
THESE PLANS WERE PREPARED BY A DESIGNER WHO IS NOT AN ENGINEER AND EXPRESSLY
DISCLAIMS ANY LIABILITY FOR ERRORS OR OMMISIONS OF ANY KIND WHICH MAY EXIST HEREIN.
THE USER OF THESE ASSUMES ALL LIABILITY FOR ACCURACY, INCLUDING VERIFICATION OF ALL
DIMENSIONS, COMPLIANCE WITH ANY AND ALL GOVERNING CODES, AND COVENANTS HAVING
JURISDICTION OVER THE SITE OF CONSTRUCTION AND DETERMINING ANY MODIFICATIONS
NECESSARY TO MEET ACTUAL SITE CONDITIONS. THE SELECTION OF CORRECT STRUCTURAL
MATERIALS AND THE APPLICATION OF ARCHITECTURAL PRINCIPLES IS A PRECISE ART, THE
RESPONSIBILITY FOR WHICH RESTS WITH THE BUILDER, THE OWNER, AND/OR THE USER OF
THESE PLANS.
THESE PLANS ARE TO BE USED ONLY FOR THE PEOPLE AND PLACE STATED.
THESE PLANS MAY NOT BE USED WITHOUT WRITTEN PERMISSION FROM
3PEAK DESIGN.
THE OWNER / BUILDER ARE RESPONSIBLE FOR AQUIRING AN ENGINEER TO SIZE
STRUCTURAL MEMBERS. IF ENGINEERING IS NOT DONE THEN THE OWNER / BUILDER IS LIABLE
FOR THE STRUCTURAL MEMBERS.
40 Indicates approximate location
s 5
4
Z
0
-- ..
Sguere Footage
LEVEL __ SF
rsement 1_,121
'rage -_ as
sin Floor 1,10
.!— _77-
-LIVABLE _
LEVELsF
-
tsel _ TOO
Sin Floor . 1,04t
'per - _._ 71'.
Indic rtes apprr vi -rate lncatlon of Shear Panel
C,nstruction. Contrctor is responsible for indicating
ex.,a location, ifcther than indicated.
TO MAINTAIN SCALE AS
U
cc
� €S
ROOF SYSTEI.I DESIGN SIIEiY��
SPACING BY OTHERS
-- -- -- - --_ II --"f—'
6 i
1 FLOC.' SYSTEM DESIGN/
SIZE/SStiINGB: OTHERS -- _
3i
FLOE- SiTEM DESIGN /
SIZE SI:CING OTHEF- _.
-- 1
G
Section (IBI
/ SCALE[ 114 = V -0 -
ROOF SY STEM DESIGN / SIZE /
SPICING B.'OTHERS
ROOF SYSTEM DESIGN / SIZE
SPACING BY OTHERS "
4
LOM l DESIGN
SRESF.L ING
-'- - --- -- ING BV OTHER:
FLr`OR '.'TELA DESIGN/
F RSQE/SPACING E. OTHERS
F
BAR SP:: NGTBD BY OTHERS
FOOTINGS TO OEBELC' CONCRETE S49C-ER GFS. EL BASE
•• LOC:LFRJST DEPTH pESIGN/SQE/ENGINEERING h. OTHERS - -
IL�
/ \ Bodkin (LR)
`30 SLALE1/4" = 1' 6-
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Footage
LEVEL
?/3/2015
. .
SF
'Basement
Construct nn Contractor is responsible for indicating
1,120
Geroge ...
._-
482
Main It.
TO BE PRINTED ON 24%36, RCH D) P;PER. /
1,104
Upper.__..
_..._.T71
LIVABLE
�j
LEVEL
SF
`Basement
_
1,023
Mein Floor
1_,040
Upper
719
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PLPN DATE:
IT
?/3/2015
. .
Indic Nis appc'ximate Ic .Con of Shear Panel
.PLOT DATE:
2t3/2015
Construct nn Contractor is responsible for indicating
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A-301
TO I VNTAIN SCALE AS SHOWN, THESE PL. NIS ARE
Pte' 'OFF
TO BE PRINTED ON 24%36, RCH D) P;PER. /
\, 6 7 J
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LL N Ss
a�W
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PLPN DATE:
01 Indic 'es approximate location of tie -down straps.
?/3/2015
. .
Indic Nis appc'ximate Ic .Con of Shear Panel
.PLOT DATE:
2t3/2015
Construct nn Contractor is responsible for indicating
-I,Aygn
e.. _t location, if other than-ndic�lrvd.
A-301
TO I VNTAIN SCALE AS SHOWN, THESE PL. NIS ARE
Pte' 'OFF
TO BE PRINTED ON 24%36, RCH D) P;PER. /
\, 6 7 J
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10"
SII
I
RAILING DESIGN TBD
BY OWNER / BUILDEF
�03
SS81a08atlio0
`0.302% SCALE: 12'
/ ROOFSHEATHING
r \
ROOFSYSTEMEM
\ —9LOCKING
�/ Y _..VA "• / FASCIA
INSULATION
GYPSUM BOARD j SOFFIT
DOUBLE TOP PLATE
EXTERIORFINISH
BYOWNER
2Xfi STUD
10 GYPSUM BOARD C f NO EM. OBS
y AJ j. BOTTOM PLATE
314' PLYWD. SUBFLOOR ��� . CUSTOM BENT FLASHING
-- � FINISH BV OWNER/
FLOORMANUFACTURIER
117W IJOISTS
01
INBUL�� P.T. 2x0 PLATE ON
CONT. BILL SEALER
0" CONC, STEM WALL
EACH
EACH WAY
TERIOR FRAMING OPTIONAL �-
6' CONC. SLAB .1
6' COM1D W.W At OVER
8'COMPACTED GRAVEL
CONT. FOOTING 20"xr -T7 \ /
w/2 -M'a CONT.
�D503, Typ_WaI1De1ad
\A-30� SCALE:V = V-0•
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Square Footage
LEVEL
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1,120
Geroge
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_
Main Floor
1,104
771
LIVABLE
Y
LEVEL
BE
_Basement_
1,023.'
'Main Floor
1_,040
iUppx ...
_ 719
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PLAN DATE:
'
Indicates approximate locatirn of Be -down str_ ps.
213/2015
_ -
c;aes
Indiapproxirrute location of Sheerr Panel
.'PLOT DATE:
2/3/2015
Construction. Contractor is responsible for indicting
'LAYOUT:
ex&ct loc tion, if other than indicated.
({_802
TO M, INTAIN SCALE AS SHO. IN, THESE PLANS ARE
PAGE
'OF:
_ TO BE PRINTED ON 24X?6 (ARCH C] P_�PER, /
\ 7
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