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464:21
aESIERAL h1RUG TURAL SIOTE' AN hCEGIFIGATIOsIha 11
IS MI
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-All work shall conform to the International Residential Code for one and two family dwellings ( IRC-2015) 11:1011I
with local amendments as required. DRB
-Soils are assumed to be granular, decomposed granite, no organics, no clay, no apparent expansive soils APPROVED
existing. 9A/7/2016 12:00:00
-Gall architect for an open hole observation to be performed prior to pouring any footings or foundations.
Open hole observations are important to verify the exposed soils conditions.
-All footings, pads, or piers shall bear a minimum of 48" below grade, or deeper as required per local code,
and shall bear upon undisturbed native soils or structural fill .
-All floor systems shall be in place prior to backfilling against any foundation wall . Alternately, all walls
may be braced to allow for backfilling prior to floor system installation.
-Damproofing on the exterior face of the foundation walls, prior to backfilling is required for all below
grade habitable living areas and recommended for all foundations below grade.
-Backfill shall be compacted and graded to provide adequate drainage away from the foundation. Backfill
should not be water settled. Backfill adjacent to the foundation should be expected to settle over time and
should be monitored and maintained to provide adequate drainage away from the foundation.
STRUCTURAL STEEL:Steel wide flange beams, Channels, Angles , Plates, and other miscellaneous shapes shall
conform to ASTM A36. Any welding shall be in accordance with all applicable codes and shall be performed by a
certified welder.
CONCRETE: All concrete shall utilize type II cement with 6% +/- 1% air entrainment and a minimum 28 day
compressive strength of 3000 psi , and shall be proportioned in accordance with the applicable requirements of
the ACI codes.
DIMENSIONAL LUMBER: All dimensional Lumber specified on the plan shall be Hem Fir (HF) No. 2 or better,
unless noted otherwise on the plan, and is intended for dry use unless it has been pressure treated with an
acceptable preservative solution. g',
1 /2" ANCHOR BOLTS @ 4' -0" O.G.
AND 12" FROM CORNERS OR JOINTS
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1 . ALL DIMENSIONS ARE TO CENTERLINE OF BEAM /COLUMN OR FACE OF CONCRETE NALL. III=III=III
8" GONG. WALL WITH 2-#4 BARS
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III—III—III @ TOP AND BOTTOM
2. FOOTINGS ARE SIZED BASED ON AN ASSUMED 1500 P.S.F. ALLOWABLE SOIL BEARING PRESSURE WITH NO EXPANSIVE SOILS '� III—III—II M 0
PRESENT. GALL THE ARCHITECT AT TIME OF EXCAVATION FOR SOILS OBSERVATION. MATCH EXISTING FOOTING AND M I
IIII�II�IIIII�_I BACKFILL M M
FOUNDATION WALL CONFIGURATION.
3. SLOPE FINISH GRADE AWAY FROM STRUCTURE AT ALL SIDES. ,I 011 #4 VERT. BAR EVERY 48" O.G.
FOOTING PER PLAN WITH 2-#4BARS
4. TYPICAL FOUNDATION: 8" CONTINUOUS CONCRETE WALLS WITH TWO(2) #4 BARS AT TOP AND BOTTOM AND VERTICAL #4 _III, V
BARS AT 32" O.G. MATCH TOP BOTTOM AND ALIGNMENT OF EXISTING WALLS MATCH SIZE, DEPTH 4 DIMENSIONS OF EXISTING • ZCIlk a O O
FOOTINGS PROVIDE ASPHALTIC DAMPROOFING AT OUTSIDE FACE OF WALLS AND 4" 0 PERIMETER DRAIN INTO EXISTING Jr Jr M M
DRAINAGE SYSTEM OR TO DAYLIGHT.
PER PLAN LI 5. TYPICAL SLABS: 4" CONCRETE SLAB OVER 4" GRAVEL BASE WITH 2" EXPANSION JOINT AT PERIMETER AND TOOLED Q
CONTROL JOINTS AT BEAM LINES AND WHERE INDICATED. 44 1
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6. TIE ALL EXTERIOR FLATNORK TO FOUNDATION WITH #4 TIE BARS AT 2' -0" O.G. F���ATIw��� �� + ���
SCALE: 1/2" = 1 ' -0"
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1. POINT LOAD IF SHOWN INDICATES A CONCENTRATED LOAD FROM ROOF OR FLOORS ABOVE. N
PROVIDE NEB STIFFENER AT JOIST(S) AND SOLID LUMBER BLOCKING BETWEEN JOISTS. iI 41 O
8. PROVIDE SOLID LUMBER BLOCKING BEHIND RIM JOIST AT ALL DECK LEDGER LINES. Z
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