HomeMy WebLinkAboutRevised-Proposed Site Plansheet
number
RIVERA
G R O U P, L L C
sheet
number
#0Project Name:Issue date:14525 Timwindy ct, Carmel, IN. 46033drawn by:enrique martínezemartinez@riveragroupindy.com09/18/20
SHEET INDEX
A0 Cover page
C1 Existing site plan
C2 Proposed site plan
A1 Proposed floor plan and elevations
S1 Proposed foundation plan, roof plan
and cross section
D1 Construction details and typicals
GENERAL NOTES
2020 Indiana residential code
Applicable Codes:
Unless otherwise noted, all details, sections
and notes shown on the construction drawings
are intended to be express similar conditions.
All omissions of conflicts between the various
elements of the construction drawings and/or
specifications shall be brought to the
attention of the architect/designer before
proceeding with any work involved.
The contractor shall verify all job site
conditions and related dimensions.
All construction shall be in accordance to
the latest edition of the uniform building code
The contractor shall be responsible for the
protection of and safety in and around the
job site and of adjacent properties.
Contractor and/or owner shall keep loads on
the structure within the limits of the design
both during and after construction.
Compliance with codes and ordinances
governing the work shall be made and enforced
by the general contractor.
General contractor shall verify all existing
conditions and dimensions prior to construction
All written dimensions to scale
Manufacturer's specifications for the
installation of materials shall be followed.
Workmanship throughout shall be of the best
quality of the trade involved and the general
contractor shall coordinate the work of the
various trades to expedite the job in a
diligent and continuous process.
-Secondary building construction (Pool house) on
a residential one family dwelling platted lot.
Scope of work:
Vicinity map
Not to scale
Proposed perspective view
Northwestern corner
Proposed perspective view
southeastern corner
14525 Timwindy Ct,
Carmel, IN. 46003
Site location
10/15/20
GENERAL EXISTING SITE NOTES:
1.- THESE DRAWINGS ARE INTENDED TO OUTLINE THE GENERAL SCOPE OF WORK. CONTRACTORS SHALL FIELD
VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING ANY WORK. CONTRACTORS SHALL
ALSO BE RESPONSIBLE FOR ADHERING ALL APPLICABLE CODES AND GENERALLY ACCEPTED TRADE
PRACTICES.
2.- NO TOPOGRAPHIC SURVEY FOR PROPERTY HAS BEEN PROVIDED. DRAWINGS AND FEATURES OF THE SITE
WERE OBTAINED BASED OF FIELD VERIFIED DIMENSIONS, CURSORY REVIEW, PHOTOGRAPHY AND OTHER
RELIABLE MEANS OF INSPECTION. AS A RESULT, ALL WORK MUST BE FIELD VERIFIED PRIOR TO START OF
CONSTRUCTION. CONFLICTS BETWEEN THESE PLANS AND THE FIELD CONDITIONS SHALL BE REPORTED
IMMEDIATELY TO THE OWNER AND/OR ARCHITECT FOR VERIFICATION AND/OR CORRECTION.
3.- UTILITY LOCATIONS AND ROUTING ARE UNKNOWN. CONFIRM LOCATION OF WATER, SANITARY
SEWER, ELECTRICAL AND GAS UTILITIES IN FIELD AND WITH LOCAL UTILITY COMPANIES AS REQUIRED
PRIOR TO COMMENCEMENT OF WORK.
4.- PROVIDE SILT FENCING AROUND CONSTRUCTION PERIMETER AS REQUIRED BY LOCAL AUTHORITY HAVING
JURISDICTION.
5.- HEAVY CONSTRUCTION MACHINERY MUST ENTER THE PROPERTY FROM THE ALLEY. NO CONSTRUCTION
EQUIPMENT IS ALLOWED TO ENTER THE SITE FROM THE LOT FRONTAGE.
6.- THE ARCHITECT/DESIGNER SHALL BEAR NO FINANCIAL RESPONSIBILITY FOR THE CONSTRUCTABILITY OF
THIS PROJECT.
7.- COORDINATE STACKING OF BUILDING CORNERS AND BENCHMARK ELEVATIONS WITH SURVEYOR AS REQUIRED
TO ESTABLISH PROPER GRADES AND FINISH FLOOR ELEVATIONS
Property line
Building footprint
Road centerline
Fence line
Concrete
Gravel
drainage direction
contour line
Railroad
New construction
To be removed
Tree
LEGEND:
0'1'0'
802'
801'800'
800'
800'
801'
802'
800'
801'
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RIVERA
G R O U P, L L C
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Existing
Site plan
Scale: 1"=30'
Sheet size: 11"x17"
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10/15/20
GENERAL EXISTING SITE NOTES:
1.- THESE DRAWINGS ARE INTENDED TO OUTLINE THE GENERAL SCOPE OF WORK. CONTRACTORS SHALL FIELD
VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING ANY WORK. CONTRACTORS SHALL
ALSO BE RESPONSIBLE FOR ADHERING ALL APPLICABLE CODES AND GENERALLY ACCEPTED TRADE
PRACTICES.
2.- NO TOPOGRAPHIC SURVEY FOR PROPERTY HAS BEEN PROVIDED. DRAWINGS AND FEATURES OF THE SITE
WERE OBTAINED BASED OF FIELD VERIFIED DIMENSIONS, CURSORY REVIEW, PHOTOGRAPHY AND OTHER
RELIABLE MEANS OF INSPECTION. AS A RESULT, ALL WORK MUST BE FIELD VERIFIED PRIOR TO START OF
CONSTRUCTION. CONFLICTS BETWEEN THESE PLANS AND THE FIELD CONDITIONS SHALL BE REPORTED
IMMEDIATELY TO THE OWNER AND/OR ARCHITECT FOR VERIFICATION AND/OR CORRECTION.
3.- UTILITY LOCATIONS AND ROUTING ARE UNKNOWN. CONFIRM LOCATION OF WATER, SANITARY
SEWER, ELECTRICAL AND GAS UTILITIES IN FIELD AND WITH LOCAL UTILITY COMPANIES AS REQUIRED
PRIOR TO COMMENCEMENT OF WORK.
4.- PROVIDE SILT FENCING AROUND CONSTRUCTION PERIMETER AS REQUIRED BY LOCAL AUTHORITY HAVING
JURISDICTION.
5.- HEAVY CONSTRUCTION MACHINERY MUST ENTER THE PROPERTY FROM THE ALLEY. NO CONSTRUCTION
EQUIPMENT IS ALLOWED TO ENTER THE SITE FROM THE LOT FRONTAGE.
6.- THE ARCHITECT/DESIGNER SHALL BEAR NO FINANCIAL RESPONSIBILITY FOR THE CONSTRUCTABILITY OF
THIS PROJECT.
7.- COORDINATE STACKING OF BUILDING CORNERS AND BENCHMARK ELEVATIONS WITH SURVEYOR AS REQUIRED
TO ESTABLISH PROPER GRADES AND FINISH FLOOR ELEVATIONS
Property line
Building footprint
Road centerline
Fence line
Concrete
Gravel
drainage direction
contour line
Railroad
New construction
To be removed
Tree
LEGEND:
0'1'0'
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801'
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801'
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New covered
patio
New pool
house
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RIVERA
G R O U P, L L C
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Proposed
Site plan
Scale: 1"=30'
Sheet size: 11"x17"
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2#4CEL:2Ä10Ä21Ä022Ä0200Ä018
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2CTEGNUK\G:25S(V
EZKUVKPIJQWUGCTGC:2885S(V((E801'
EZKUVKPIRQTEJCTGC:05S(V
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10/15/20
D01
D01
9'-4"
8'-8"
6'
18'-2"
18'-2" X 15'-7"
Door Schedule
Number Label Header Thickness
D01 36" x 80"
Hinged 2x6x41" (2) 1 3/4"
PATIO
)eneral notes:
- These drawings are intended to outline the
general scope of work. contractors shall
field verify all existing conditions and
dimensions before starting any work.
contractors shall also be responsible for
adhering all applicable codes and generally
accepted trade practices.
- Conflicts/discrepancies between these plans
and the field conditions shall be reported
immediately to the owner and/or
architect/designer for verification and/or
correction
- Utility locations and routing are unknown.
confirm location of water, sanitary sewer,
electrical and gas utilities in field and with
local utility companies as required prior to
commencement of work.
Notes:
1. 3 1
2" wall framing @16 O.C.,
2. Dimensions from stud to stud.
Legend:
Smoke & Monoxide
carbon detectors
Interior wall
Load bearing wall
LVL
15'-6" 15'-6"
8'-9"
Changing
room
Pool
equipment
room
14"x3 1
2" LVL
(Typical)
Note 01
6x6
Post
(Typical)
6x6
Post
(Typical)
3 1
2"x14" LVL BeamCast iron
truss tie
4'x4'x12"
Concrete pad
16" Diam.
concrete column
J bolt
Top of footing
-30" Below grade min.
Top of footing
-30" Below grade min.
RIVERA
G R O U P, L L C
sheet
number
A1Project Name:Issue date:14525 Timwindy ct, Carmel, IN. 46033drawn by:enrique martínezemartinez@riveragroupindy.com09/22/20
Proposed
floor plan
Living area:145 Sq. Ft.
Scale: 1
8"=1'
Sheet size: 11"x17"
North
Proposed
West Elevation
Scale: 1
8"=1'
Sheet size: 11"x17"
Proposed
South Elevation
Scale: 1
8"=1'
Sheet size: 11"x17"
Proposed
North Elevation
Scale: 1
8"=1'
Sheet size: 11"x17"
Proposed
East Elevation
Scale: 1
8"=1'
Sheet size: 11"x17"
10/15/20
Foundation notes:
Z %ontinuous Footer
Footing top must be min beloY undisturbed
surface
#ll foundation Yalls are %/7 blocM
,Äbolts " ft 1% located YitJin maZ of
tJe ends of eacJ plate section
5ee Foundation ,Ä$olts t[pical
NeY concrete slab on grade
Z Yelded Yire fabric or
fiber reinforcing on compacted fill
note 2
Note Note
ÄÄ
Ä
Ä
Ä
Ä
Ä
Z
%oncrete pad
&iam
%oncrete column
Ä
PATIO2x6 Rafters 16" OC2x6 Rafters 16" OC : :
1XerJang
Gable
Z
ridge board
Ä%ross sectionS2 %ross sectionS2
*igJest roof ridge
6op of slab
Numbering description notes:
NeY Z Roof rafters " 1%
NeY $lacM aspJalt roofing proXide felt paper on
osbÄpl[Yood boards
NeY Z Ridge board
NeY Gutter attacJed to
fascia board
NeY Z Yall studs " 1% 2roXide RÄ to RÄ batt insulation
NeY Z ceiling Loists " 1% 2roXide RÄ to RÄ insulation
NeY %/7 blocM foundation Yall
NeY Z %ontinuous concrete footing
NeY 6JicM concrete slab
%rusJed stone
%ompacted soil
,Ä$olt
Grade
Ä
6op of footing
Ä
General notes:
Ä 6Jese draYings are intended to outline tJe
general scope of YorM contractors sJall
field Xerif[ all eZisting conditions and
dimensions before starting an[ YorM
contractors sJall also be responsible for
adJering all applicable codes and generall[
accepted trade practices
Ä %onflictsdiscrepancies betYeen tJese plans
and tJe field conditions sJall be reported
immediatel[ to tJe oYner andor
arcJitectdesigner for Xerification andor
correction
Ä 7tilit[ locations and routing are unMnoYn
confirm location of Yater sanitar[ seYer
electrical and gas utilities in field and YitJ
local utilit[ companies as reSuired prior to
commencement of YorM
Legend:
%/7 Yall YitJ continuous concrete footing
Refer to detail on foundation details
plan
%oncrete slab
&iameter concrete column bottom of
footing must be under grade and sJall
eZtend not less aboXe grade Z
treated Yood post mecJanicall[ connected
to footing YitJ galXani\ed standoff post
base
Refer to detail on foundation details
plan
%oncrete
Roof rafter
Roof Notes:
5tructural Z Yood framing sJall be soutJern
[elloY pine or better
6JruÄbolted connections sJall be
dia a
JeZ bolts YasJers nuts
t[pical
7se JeaX[ dut[ galXani\ed fasteners for all
connections to treated lumber
t[pical use
simpson
or eSual engineered connections for
all structural connections
Lumber supplier sJall be responsible for all
final material engineering
9ood framing sJall JaXe minimum end bearing
uno
Ä
RIVERA
G R O U P, L L C
sheet
number
S1Project Name:Issue date: 6imYind[ ct %armel +N drawn by:enrique martínezemartinez@riveragroupindy.com09/18/20
2roposed
foundation plan
5cale:
5Jeet si\e: Z
North
2roposed
Roof plan
5cale:
5Jeet si\e: Z
%ross section
5cale:
5Jeet si\e: Z
10/15/20
1' Max. distance
of the ends of each
plate section
(Typical)
6' O.C.
J-Bolts
(Typical)
6'
Each sill plate
shall be attached by
min. 2 J-Bolts
(Typical)
1'
1'
6" Sill plate
(Typical)
Foundation wall
Solid-grouted
(Typical)
washer to be
two times the diameter of anchor bolt
(Typical)
Garage
door
opening
Building area
Yellow
drywall
Lap board
siding
Osb /
plywood
R-13 TO R-15
Fiberglass
insulation
2x Southern
pine @16 o.c.
5
8"
Gypsum board
Tyvek
housewrap
(or equal)
9'
(2) 2"x top plate
2"x Bottom plate
2"x Wall studs
@16 O.C.
Double
2"x Window sill
Refer to windows and door schedule
for specific header size
on floor plan sheets
Wall framing notes:
Provide 2x wall framing at 16" o.c.
7
8" OSB subfloor
RIVERA
G R O U P, L L C
sheet
number
D1Project Name:Issue date:14525 Timwindy ct, Carmel, IN. 46033drawn by:enrique martínezemartinez@riveragroupindy.com09/18/20
Foundation anchorage
typical
Scale: 1
4"=1'
Sheet size: 11"x17"
Exterior wall detail
Lap board siding
Scale: 1
4"=1'
Sheet size: 11"x17"
Wall, door and window framing typical
Scale: 1
4"=1'
10/15/20