HomeMy WebLinkAboutSite PlanEXISTINGHOME +/- 643' - 0"+/- 526' - 0"+/- 639' - 0''
5' - 0"212' - 0"100' - 0"50' - 0"
EXISTING CONCRETE
BASKETBALL COURT
GRASSPAVER
DRIVE TBD
ALIGN BUILDING WITH
EXISTING TENNIS COURT
+/- 242' - 0"
1
EXISTING
DRIVE
EXISTING
POOL/PATIO
APPROXIMATE LOCATION OF
EXISTING SEPTIC FIELD
EXISTING ASPHALT
TENNIS COURT
32'X32' APRON
PROPOSED SINGLE STORY
ACCESSORY BUILDING
360' - 6"120' - 0"
27' - 0"
155' - 6"IS S U E D FO R P E R M IT O N LY
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING
DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH DAVID RAUSCH STUDIO
LLC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT OF DAVID RAUSCH
STUDIO LLC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
ISSUE DATE:
11120 QUEENS WAY CIRCLE
CARMEL, INDIANA
HAMMAN
RESIDENCE
JEREMIAH HAMMAN
OWNER
PRIVATE RESIDENCE
11120 QUEENS WAY CIRCLE
CITY, IN 46032
METAL BUILDING MANUFACTURER
AMERICAN STEEL CARPORTS
457 N. BROADWAY
JOSHUA, TX 76058
PHONE: 1.866.730.9865
WWW.AMERICANSTEELINC.COM
GENERAL NOTES &
SITE PLAN
A-1
06.07.2023
120'80'40'
ORIGINAL SCALE PRINTED @ 30X42 IS 1" = 50'-0"
A-1
1 SITE PLAN
GENERAL DESIGN NOTES:
DESIGN CRITERIA: ALL CONSTRUCTION SHALL COMPLY WITH THE
INDIANA RESIDENTIAL CODE, CURRENT AS OF THE DATE OF THESE
DRAWINGS. STRUCTURAL DESIGN CRITERIA SHALL MEET THESE
CODE REQUIREMENTS OR ADDITIONAL REQUIREMENTS INDICATED
ON THE DRAWINGS, WHICHEVER IS GREATER.
FROST DEPTH 30 INCHES
WIND LOAD 90 MPH
FLOOR LIVE LOAD 40 PSF
FLOOR DEAD LOAD 15 PSF
FLOOR DEFLECTION L/540
ROOF DEADLOAD 20 PSF
EXTERIOR WALL DEFLECTION L/360
SUMMER DRY BULB 90 DEGREES
WINTER DRY BULB 2 DEGREES
DEGREE DAYS HEATING 5,700
DIMENSIONS: DIMENSIONS ARE INDICATED ON THE CONSTRUCTION
DRAWINGS TO DEFINE THE DESIGN INTENT, HOWEVER, THE
BUILDER SHALL LAY OUT ALL WALLS AND FIXTURES OF THE WORK
PRIOR TO PROCEEDING WITH CONSTRUCTION AND VERIFY SUCH
LAYOUTS WITH THE OWNER AND ARCHITECT TO CONFIRM EXACT
DIMENSIONS AND ALIGNMENTS.
CODES: ALL APPLICABLE GOVERNING FEDERAL, STATE, CITY AND
COUNTY CODES SHALL PREVAIL. UNDERSTANDING OF, AND
COMPLIANCE WITH, ALL APPLICABLE CODES SHALL BE THE
RESPONSIBILITY OF EACH RESPECTIVE CONSTRUCTION TRADE AND
SHALL TAKE PRECEDENCE OVER THE DRAWINGS.
MECHANICAL/PLUMBING/ELECTRICAL: ONLY PRELIMINARY
LOCATIONS AND DESIGN INTENT OF THESE SYSTEMS ARE SHOWN.
ALL SYSTEM COMPONENTS, SIZING, LOCATIONS, DISTRIBUTION
SYSTEM, DEVICES AND OTHER ITEMS, IF SHOWN, ARE FOR
PRELIMINARY LAYOUT AND DIMENSIONAL FIT TO THE DESIGN, ARE
INTENDED FOR THE SOLE PURPOSE OF PROVIDING THE OWNER
WITH A GENERAL UNDERSTANDING OF THE SCOPE OF THE WORK.
FINAL SYSTEMS DESIGN, SIZING, LAYOUT AND DISTRIBUTION, IN
ACCORDANCE WITH ALL APPLICABLE CODES AND AS OTHERWISE
REQUIRED TO ACHIEVE THE DESIGN INTENDED, SHALL BE PROVIDED
BY OTHERS AT THE EXPENSE OF THE CLIENT.
LOCATION MAP:
ZONING SUMMARY:
FLOOD PROTECTION GRADE N/A N/A
BASE FLOOD ELEVATION N/A N/A
OFF STREET PARKING N/A N/A
MAXIMUM BUILDING HEIGHT (STORIES) 2 1
MAXIMUM BUILDING HEIGHT 18 FT 23 FT
LOT COVERAGE RATIO 35% +/-17%
BUILDING FOOTPRINT AREA
LOTS OVER 3 ACRES
SHALL BE EXEMPT FROM
REQUIREMENTS
5,000 SQFT
MINIMUM BUILDING AREA 800 SQFT 5,000 SQFT
REAR YARD SETBACK 20 FT +/-282 FT
AGGREGATE SIDE YARD SETBACK 30 FT
SIDE YARD SETBACK 5 FT +/-70 FT
FRONT YARD SETBACK
25 FT BEHIND FRONT
LINE OF PRINCIPAL
BUILDING
+/-156 FT
LOT FRONTAGE N/A +/- 242FT
LOT WIDTH 120 FT +/-639 FT
LOT AREA 15,000 SQFT 243,936 SQFT
ORDINANCE
REQUIREMENT
PROPOSED
STRUCTURE
ZONING CARMEL, INDIANA SINGLE STORY ACCESSORY UNIT DRAWING INDEX
NUMBER SHEET NAME
A-1 GENERAL NOTES & SITE PLAN
S-1 ELEVATIONS, FOUNDATION PLAN, & DETAILS
S-2 STRUCTURAL COLUMN LAYOUT PLAN, FRAME
SECTION, & DETAILS
S-3 STRUCTURAL SIDE WALL FRAMING, END WALL
FRAMING & DETAILS
SHEET INDEX:
PROJECT LOCATION:
11120 QUEENS WAY CIRCLE
CARMEL, INDIANA
PROJECT DESCRIPTION
SINGLE STORY SLAB ON GRADE PRE-ENGINEERED METAL
BUILDING
UNINSULATED
UNHEATED, UNFINISHED
NOTE: DIMENSIONS TO PROPERTY LINE AND
EXISTING STRUCTURES ARE APPROXIMATE
1'24'16'8'
REVISIONS
1 08.29.2023