HomeMy WebLinkAboutCross SectionIT IS THE RESPONSIBILITY OF THE HOMEOWNERS, CONTRACTOR OR
PERSON OF AUTHORITY TO SEE THAT ALL INSPECTIONS ARE COMPLETED
AS NECESSARY. FAILURE OF INSPECTIONS AS REQUIRED MAY REQUIRE
APPROVAL OF A LICENSED ENGINEER OR ARCHITECT AND WOULD BE
AT THE EXPENSE OF THE HOMEOWNERS, CONTRACTOR, OR PERSON OF AUTHORITY.
NPI CONSULTING LLC AND ITS REPRESENTATIVES HAVE NO RESPONSIBILITY
FOR PERMITTING, AND INSPECTIONS OF ANY KIND.
FLOOR AND ROOF DESIGN LOADS
FLOORS: 400 LIVE LOAD, 150 DEAD LOAD L/450
ROOFS: 300 LIVE LOAD, 150 DEAD LOAD
SLEEPING ROOMS: 30* LIVE LOAD, 150 DEAD LOAD
OTHER LOADS TO BE PER LOCAL AND STATE CODES
1 X 6
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1/2" TREATED PLYWOOD
TO 5" NET
:) 2 X 6
:I1" I
RIPPED t0 SIZE
FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 8" BELOW TOP OF FOUNDATION
GRADE SHALL SLOPE I" PER FOOT FOR A DISTANCE OF 8' AWAY FROM BUILDING
SOIL BEARING VALUE OF 1500 PSF
FOOTINGS AND FOUNDATIONS
ALL FOOTINGS SHALL BE A MINIMUM OF 30" BELOW FINISH GRADE.
(SEE DRAWING)
ALL FOUNDATIONS SHALL BE THICKNESS AS SHOWN ON DRAWINGS AND
NOT LESS THAN 8",
2 X 6 SILL PLATES AROUND THE ENTIRE FOUNDATION, WITH WASHERS AND NUTS.
SILL PLATES SHALL BE LEVEL OR GROUTED LEVEL. FOAM SILL SEALER BETWEEN
FOUNDATION AND MUD SILL,
1/2" ROUND ANCHOR BOLTS, PLACED AT A MAXIMUM OF 4'-0" O.G. NO MORE THAN
12" FROM CORNER, AND MINN 8" INTO CONCRETE
CROSS SECTION A
SCALE: 1/4" = 1'-0"
6" X 6" TREATED POST+
SIMPSON PB/PBS POST BASE
FOR 6 X 6 TREATED POST
24" ROUND TUBE (SONNE TUBE) TYPE FORM
WITH BOTTOM OF TUBE 30" BELOW FINISHED
GRADE FILLED WITH 2500 PSI OR BETTER
CONCRETE
CONCRETE:
1. 3000 PSI AT 28 DAYS BASEMENT WALLS AND FOUNDATION
3500 PSI AT 28 DAYS PORCHES, WALKS, PATIOS, STEPS
GARAGE AND CARPORT FLOOR SLABS AND DRIVEWAYS
2. AIR ENTRANMENT
3-5% CONCRETE FOR ALL BASEMENT WALLS, FOUNDATION:
WALLS, PORCHES, WALKS, PATIOS, STEPS, GARAGE AND
CARPORT FLOOR SLABS AND DRIVEWAYS SHALL BE
AIR -ENTRAINED, BASEMENT SLABS AND INTERIOR SLABS
SHALL BE AIR -ENTRAINED IF THE CONCRETE IS PLACED
AND SUBJECTED TO FREEZING AND THAWING
ASPHALT SHINGLES
15# FELT PAPER
7/16" OSB SHEATING
2 X 12 RAFTERS 16" O.C.
CLOSED SELL FOAM INSULATION MIN. R-3
1' BOXED OVERHANG
HARDIE VERTICLE SIDING
HOUSE WRAP
1/2" HIGH R BOARD INSULATION
-
2 X 6-8 STUD WALLS, DOUBLE TOP PLATE
SINGLE BOTTOM PLATE
3/4" OSB T @ G SUB FLOOR SHEATHING
11-7/8" RIM BOAR
11-7/8" 40 SERIES I JOIST-1 6" O.C.
R-32 INSULATION
3/8 CEILING BOARD (PATTERN TBD)
6 X 6 COLUMN (SEE DETAIL)
BRICK VENEER WITH LIMESTONE CAP
(SEE DETAIL ON FOUNDATION FOR POSTS\
4' CONCRETE FLOATING SLAB
Retained material
Grade must be at or
below top of wall
2• dear
Minimum 2 #4 rebar bond
Drain rock to extend /
beam at top of wall
to +!- 12' of grade
/
Minimum 8" block, all cells grouted
• o
with minimum 2000 psi grout
Minimum 12• of
4' max.
112• drain rock
o
Minimum #4 rebar
Minimum 4"
16' o.C. each way
perforated pipe
sloped to daylight
o u
All splices lapped
20• minimum
Grade
12
Minimum #4 rebar (di 12" o.c.
min
both ways•3' minimum clearance
to earth or atmosphere
gn
12" by 12'minimum kevwav
vnth vertical rebar extending into
keyway and minimum
1 #4 horizontal' rebar
12 12
6� 8° �6
E 0
1/2" DRYWALL ON CEILING AND WALLS
R-18 INSULATION IN WALLS
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DOUBLE 2"X4" TOP PLATE
2X4 BOTTOM PLATE
TOP OF PLATE
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TOP OF FINISHED FLOOR
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1. THE DESIGNER (NPI CONSULTING LLC) IS PROVIDING PLANS ONLY.
NO OTHER TYPE OF SERVICE
IS INTENDED OR IMPLIED. THESE PLANS ARE TO BE USED BY A
COMPETENT
LICENSED CONTRACTOR KNOWLEDGEABLE IN THE BUILDING TRADES,
WHO WILL
CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AND BE
RESPONSIBLE
FOR THEM.
2. ADMINISTRATION OF THE JOB WILL BE BY OWNER OR HIS
REPRESENTITIVE.
THE CONTRACTOR AND THE OWNER SHALL BE SOLEY RESPONSIBLE
FOR THE
BUILDING CONSTRUCTION PROCESS MEANS AND METHODS AND
JOBSITE SAFETY.
3. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT.
THE DIMENSIONS OF
THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS, AND TYPE OF
STRUCTURAL SYSTEM.
THE DRAWINGS DO NOT DESCRIBE ALL THE WORK REQUIRED FOR
SUCCESSFULLY
COMPLETING THE PROJECT. BASED ON THE DRAWINGS, THE
CONTRACTOR MUST
FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND
COMPLETION OF
THE WORK.
4. THE CONTRACTOR MUST THROUGHLY EXAMINE THE DRAWINGS TO
DETERMINE
THE SCOPE AND INTENT OF THESE DOCUMENTS AND DRAWINGS. THE
CONTRACTOR
MUST VISIT THE SITE AND BECOME INFORMED OF ALL EXSISTING
CONDITIONS, DIMENSIONS
AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED. IF
ANY DISCREPANCIES
OR OMISSIONS ARE DISCOVED THE CONTRACTOR MUST NOTIFY THE
DESIGNER.
5. THE CONTRACTOR MUST FURNISH SKILLED LABOR, MATERIAL,
EQUIPMENT, APPLIANCES
AND SERVICES, AND PERFOM ALL OPERATIONS NECESSARY TO
COMPLETE THE WORK IN
A SAFE AND WORKMANLIKE MANNER.
6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
DO NOT SCALE
DRAWINGS.
7. ALL MATERIALS AND EQUIPMENT MUST BE INSTALLED PER
MANUFACTURERS INSTRUCTIONS
AND RECOMMENDATIONS, AND TO THE BEST INDUSTRY STANDARDS.
8. THE DESIGNER AND HIS CONSULTANTS DO NOT WARRANT OR
GUARANTEE THE ACCURACY
AND COMPLETENESS OF THE WORK PRODUCT HEREIN.
9. ANY AND ALL SITE DRAWINGS HAVE BEEN FURNISHED TO THE
DESIGNER AND ALTHOUGH THE
DESIGNER (NPI CONSULTING LLC) MAY HAVE DRAWN THE BUILDING
LOCATION AND ALL NEEDED
SITE PLANS FOR PERMIT PURPOSES, THE DESIGNER IS NOT
RESPONSIBILE FOR THE ACCURACY
OF THE SITE PLAN.
10. DESIGNER AND HIS ASSOCIATES LIABILITY AS WELL AS THAT OF NPI
CONSULTING LLC,
IS LIMITED TO THE COST OF THE PLANS.
VI
CONSULTING
DESIGN
DRAFTING
RENDERING
COPYRIGHT 2023 NPI CONSULTING LLC. ALL RIGHTS RESERVED
NPI Consulting LLC
5089 Raesner N. Dr.
New Palestine, IN 46163
317-509-1527
npidraftdesign@gmail.com