HomeMy WebLinkAboutGN 1 Updated1. IT IS ADVISABLE TO DO SOIL TEST IF THERE IS ANY
EVIDENCE THAT THE SOIL HAS DISTURBED OR IF THERE
IS EVIDENCE OF ORGANIC MATERIAL IN SOIL.
2. ALL FOOTINGS ARE I2x24 UNLESS NOTED
OTHERWISE.
3. ALL INTERIOR PIERS ARE 8xl6 CMU CAPPED WITH 4
OF SOLID MASONRY ON 1 STORY STRUCTURES OR 8 ON 2
STORY STRUCTURES UP TO 32 HIGH. ALL PIERS OVER 32
HIGH MUST BE FILLED WITH TYPE 5 MORTAR. MAXIMUM
HEIGHT FOR 8xl6 FILLED PIER IS 6-8. PIERS LARGER
THAN 8xl6 ARE NOTED ON PLAN.
4. FOOTINGS FOR 8xl6 PIERS ARE 24x36xl2 UNLESS
NOTED OTHERWISE.
5. DESIGN LOADS ARE ALL DEAD LOADS PLUS,
a. ROOF LIVE LOAD - 20 LBS. PER S.F.
b.MAIN FLOOR LIVE LOADS (KITCHEN FLOOR) - 40 LBS.
PER S.F.
c.ALL OTHER FLOORS - 30 LBS. PER S.F.
d. BEARING FOR FOOTINGS ON ORIGINAL SOLID
GROUND IS 2000 LBS. PER S.F. FOR SPREAD FOOTINGS &
1,500 LBS. PER S.F. FOR CONTINUOUS FOOTINGS.
e.WIND LOAD IS 80 M.P.H. EQUIVALENT TO 17.3 LBS. PER
S.F.
f.ALL DESIGNS ARE IN ACCORDANCE WITH INDIANA
BUILDING CODES.
g. ATTIC CEILING JOIST UNDER ROOF SLOPES > 3/12 20
LBS. PER S.F.
ATTIC CEILING JOIST UNDER ROOF SLOPES < 3/12 10
LBS. PER S.F.
h. SNOW LOAD IS PER WHERE APPLICABLE
6. CONCRETE SHALL BE 2,500 PSI IN 28 DAYS UNLESS NOTED
OTHERWISE.
7. ALL RE-BAR SPLICES SHALL BE A MINIMUM OF 2'-0
UNLESS NOTED OTHERWISE.
8. CAISSON FOUNDATIONS USE 12 DIAMETER DRILLED
CONC. UNREINFORCED TO A DEPTH WITH A MINIMUM
OF 2 FEET PENETRATION INTO GOOD ORIGINAL
GROUND. DEPTH OF DRILLING IS LIMITED TO 15'.
THEREFORE, NO POOR MATERIAL MORE THAN 13' OF
DEPTH IS SUITABLE FOR A CAISSON FOUNDATION.
CAISSON CANNOT BE USED IF WATER RISES
IMMEDIATELY INTO DRILLED HOLES. PILES WILL HAVE
TO BE USED IN THIS CASE.
9. 6 MIN. DIAMETER TREATED WOOD PILES WITH A
MINIMUM DESIGN LOAD OF 6 TONS ARE USED FOR ALL
FOUNDATIONS WITH UNSUITABLE SOIL DEEPER THAN
13 OR WITH INRUSHING WATER IN DRILLED CASSIONS.
10. SIZE AND REINFORCING FOR FOOTING CAPS OVER
CAISSONS OR PILES SHALL BE AS SHOWN ON PLANS.
11. CMU CHIMNEY FOOTINGS ARE 12 LAR6ER THAN
FOOTPRINTS AND 12 THICK.
12. WALLS BACKFILLED WITH DIRT SUPPRTING FRAMING
ABOVE
a. FOR EARTH FILL UP TO 4
MAXIMUM HEIGHT - USE 8 CMU OR 10 CONC. WITH
BITUTHANE MEMBRANE WATER-PROOFING ON
EXTERIOR. FOOTING 12x24 OR AS NOTED ON PLAN.
b. FOR EARTH FILL 4' AND HIGHER UP TO A MAX. OF 9 -
USE 12x24 FOOTING WITH #4 AT 16 DOWELS
HOOKED IN FOOTING AND PROJECTING 18 ABOVE
FOOTING. FOR 12 CMU WALLS USE #4 AT 16 VERTICAL
BARS LOCATED 4 FROM NON DIRT FILL FACE, LAP ALL
SPLICES 12 & 4 USE DUR-O-WALL HORIZONTAL
REINFORCING EVERY 8 IN CMU JOINTS. FILL ALL OPEN
CELLS OF CMU WITH EITHER TYPE S OR M MORTAR OR
FILL WITH 2,500 PSI CONC. INSTALL WATERROOF
BITUTHANE MEMBRANE OR EQUAL AND ERECT ALL
FRAMING BEFORE BACKFILLING.
13. FOR RETAINING WALLS WITHOUT FRAMING SEE
SPECIAL DESIGNS ON DRAWINGS.
14. ALL POINT LOADS FROM ROOF BRACES, JACK STUDS,
SUPPORTS - WEATHER WOOD OR STEEL - CANNOT BEAR
ON SHEATHING ALONE BLOCKING EQUAL TO OR
BETTER THAN THE POINT LOAD SUPPORT ABOVE MUST
BE CARRIED THROUGH ALL CONSTRUCTION TO THE
FOUNDATION.
1.CRAWL GIRDERS AND BAND WITH 4" CURTAIN WALLS &
PIER CONSTRUCTION SHALL BE (2) 2x10 SOUTHERN YELLOW
PINE #2 UNLESS NOTED OTHERWISE.
2.ALL OTHER LUMBER CAN BE SPRUCE #2 UNLESS NOTED
OTHERWISE.
3.STEEL BEAMS BUST HAVE (5) 2x4 STUD JACKS UNDER EACH
END FOR SUPPORT UNLESS NOTED OTHERWISE.
4.MICRO-LAM BEAMS MUST HAVE (3) 2x4 STUD JACKS UNDER
EACH END SUPPORT UNLESS NOTED OTHERWISE.
5.ALL WOOD I-JOISTS & OPEN JOISTS MUST BE BRACED IN
ACCORDANCE WITH MANUFACTURERS DIRECTIONS PLUS
DETAILS SHOWN ON PLANS. LOAD BEARING PARTITIONS,
JACKS, BEAMS & COLUMN SUPPORTS MUST BE SOLID
BLOCKED THROUGH FLOOR TO CARRY LOADS TO
SUPPORTING MEMBERS & WALLS TO FOUNDATION. I-
JOISTS, TRUSSES & PLYWOOD CANNOT CARRY
CONCENTRATED POINT LOADS. ALL POINT LOADS MUST BE
CARRIED TO FOUNDATIONS WITH BLOCKING AND/OR
BEAMS.
6.ALL RAFTER BRACES MUST HAVE 2 STUDS FROM PLATE TO
FOUNDATION OR BEAMBELOW THEM TO ALL FLOORS. NO
BRACES ON CLG. PLATE WITHOUT STUDS DIRECTLY UNDER
THEM.
7.WHERE PARTITIONS FALL BETWEEN FLOOR TRUSSES 2x4
LADDERS AT 16 O.C. MUST BE PLACED PERPENDICULAR TO
THE TRUSSES TO SUPPORT THE PLYWOOD DECKING.
8.ON ALL OPEN WEB FLOOR TRUSSES OVER 10 SPAN A
MINIMUM SIMGLE LINE OF 2x4s SHALL BE NAILED TO
DIAGONAL MEMBERS OR VERTICAL MEMBER IN THE
APPROXIMATE MID-SPAN AS A LOAD DISTRIBUTION
MEMBER. IF LINE OF TIE MEMBER IS NOT CONTINUOUS,
LAP ALL OFF-LINE MEMBERS ONE SPACE.
9.WHERE CEILING JOISTS ARE PARALLEL TO EXTERIOR
WALLS & RAFTERS BEAR ON STUD WALL TOP PLATE
ADJACENT TO CLG. JOISTS, BRACE RAFTERS & TOP PLATE
TO 2x6 HOGS 6 LONG (MIN.) ON 6 CENTERS ALONG
LENGTH OF CEILING JOISTS. BRACES SHOULD BE APPROX.
45-1/8 ANGLE.
ALL 2 STORY OPEN GREAT ROOMS & LIVING ROOMS, WITH 2
OR MORE ADJACENT OPENINGS & A SPACING BETWEEN
OPENINGS OF 3 OR LESS MUST USE A 3-1/2x3-1/2x5/16 STEEL
ANGLE CERTICALLY FROM FLOOR TO TOP PLATE LAGGED
TO KING STUDS WITH 3/8x3 LAGS AT 24 O.C. VERT. &
LAGGED TO FLOOR & TOP PLATE WITH 1-3/8x3 LAG THRU
A ¼ PLATE AT THE TOP & BOTTOM. MULTIPLE OPENINGS
WITH 3 OR LESS SPACE BETWEEN ROUGH OPENINGS
SHALL HAVE AT LEAST 1 STEEL ANGLE VERT. IN EACH
MULLION SPACE. THE SHEATHING ON THIS STEEL
REINFORCED PARTITION SHALL BE ½ PLYWOOD - NO
OTHER SHEATHING SHALL BE PERMITTED.
HEADERS SHALL BE AS SHOWN UNLESS NOTED
OTHERWISE
a. INTERIOR
1.SPANS UP TO 2-6 - (2) 2x6s
2.SPANS 2-6 TO 3-6- (2) 2x8s
3.SPANS 3-6 to 6-6 - (2) 2x10s
4.SPANS 6-6 OR MORE - (2) 2x10s
b. EXTERIOR
1.SPANS UP TO 2-0 - (2) 2x6s
2.SPANS 2-0 TO 3-0- (2) 2x8s
3.SPANS 3-0 TO 5-0- (2) 2x10s
4.SPANS 5-0 OR MORE - SEE PLAB
10. ACTURAL TRUSS FLOOR FRAMING DESIGN BY TRUSS
MANUFACTURER ENGINEER
ALWAYS PROVIDE CONTINUOUS SUPPORT THROUGH
STRUCTURE TO FOUNDATIONS.
STEEL BEAM OR GIRDER:
(5) 2x4 STUD COLUMNS NAILED VERTICALLY WITH 16 P.
NAILS AT 9 O.C.
FLITCH PLATE OR MLB OR (2) 2x10s:
(3) 2x4 STUD COLUMNS NAILED VERTICALLY WITH 16 P.
NAILS AT 9 O.C.
1.GENERAL CONTRACTOR TO VERIFY ALL
DIMENSIONS & CONDITIONS PRIOR TO
CONSTRUCTION.
2.DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF
STUD ON EXTERIOR WALLS TO FACE OF STUD ON
INTERIOR WALLS, UNLESS NOTED OTHERWISE.
3.DIMENIONS OF FOUNDATION PLANS ARE FROM
FACE OF MASONRY.
4.FLOOR TO FLOOR DIMENSIONS FROM FIRST FLOOR
TO TOP OF FINISHED SLAB OF GARAGE FLOOR
VARIES ACCORDING TO FIELD GRADE
CONIDTIONS.
5.± DIMENSIONS ARE WITHIN 1.
6.IF ANY DIMENSION APPEARS INCORRECT, CONTACT
DESIGNER BEFORE PROCEEDING.
7.DETAILS TAKE PRECEDENCE, LARGER SCALE OVER
SMALLER.
8.ALL EXTERIOR HEADERS NOT SPECIFIED ARE (2)
2x10 WITH ½ PLYWOOD FLITCH UP TO 6-0 SPAN.
9.DOORS ARE 8-0 TALL, UNLESS NOTED OTHERWISE
ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE
SPECIFICATIONS AND DRAWINGS AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES,
A.D.A. AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE
CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE OWNER,
SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR LETTER ROM THE GOVERNING BODY AND
OWNERS PRIOR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS AND
LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID
FOR BY THE RESPONSIBLE CONTRACTOR.
NOTICE:
THE MATEIRALS, EQUIPMENT, AND ASSEMBLIES SHOWN AND/OR SPECIFIED BY THE CONSTRUCTION
DOCUMENTS ARE MINIMUM REQUIREMENTS OR PERFORMANCE STANDARDS.
IT IS EXPECTED THAT EACH SUBCONTRACTOR BE FAMILIAR WITH LICENSING REQUIREMENTS, GOVERNING
VODES AND LOCAL PRACTICES OR SHALL BEFORE FAMILIAR WITH SAME PRIOR TO CONSTRUCTION.
ANY AND ALL CHANGES, REVISIONS, AMENDMENTS, ERRORS AND/OR OMISSIONS TO THESE DOCUMENTS SHALL
BE BROUGHT TO THE ATTENTION OF THE DESIGN AND OWNER PRIOR TO CONSTRUCTION.
03/26/19
Mike Sheeks