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the acceptance Of this Plan and specifiCatiOns SHALL NOT
be held to or it nor be an aPPr011al of the violation of any
provisions of ANY City Ordinance Or State Law.
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FOUNDATION PLAN
STRUCTURAL NOTES
CONCRETE
1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
WEIGHT HARD ROCK TYPE C150 #/CU. FT.). AGGREGATES SHALL
BE NATURAL. SAND AND ROCK CCNIFORMING TO ASTM C-33 WITH PROVEN
SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 X
2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO
ACI 301.
3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE I,
OR II LOW ALKALL CONFORMING TO ASTM C-150.
4.MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF
28 DAYS FOR,
FOOTINGS 2500 PSI
SLAB (IN GRADE 2500 PSI
SIDE WALKS 2000 PSI
5. MAXIMUM SLUMP SHALL NOT EXCEED 4'
6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METHODS
WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE
ASSURED,
7-ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER
INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE
CONCRETE IS POURED, ADEQUATE CLEAN13UTS SHALL BE PROVIDED
IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND
INSPECTION.
8. VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE
GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION
SPECIFICATIONS ST-26,
9. EXPOSED CORNERS OF COLUMNS, BEAM, WALL, ETC. SHALL
BE FORMED WITH 3/4 ' CHAMFERS UNLESS DETAILED OTHERWISE.
10.CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIM TO
STARTING THE WORK.
It -NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE
IN EXCESS OF 95° F.
12. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH +2,
518" dia° x 10 L. AX
1 %
�'4" MAX 12" FROM
MAX IN 60let
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REINFORCING STEEL
PLYWOOD
LUMBER
1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING
BARS AS FOLLOWS t
1. PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND
TO DIVISION 23 (1997 U.) R C.
SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERICAN
FOOTING, SLAB ON GRADE,
PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS.
2. RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS
MASONRY, AND BENT DOWELS, TIES t
2. EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A
OTHERWISE NOTED =
#3 BAR AND SMALLER ASTM A-615 GRADE 40
#4 BAR AND LARGER ASTM A-615 GRADE 60
MINIMUM DIMENSION OF 2 FEET.
GRADE
3. JOIST, PURLINS 2' TO 4' WIDE, 6' & DEEPER NO. 1
2. DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING
BEAMS, PURLINS OVER 4' WIDE NO,I
ASTM A-305 AND BENDING IN ACCORDANCE WITH ACI 318-95.
SHALL BE INSPECTED AND APPROVED BEFORE COVERING.
SUBPURLINS 2' TO 4' WIDE, 6' & DEEPER NO.i
3. MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR �
LEDGERS NO.2
STUDS 2' x 4' OR 3' x 4' STUDS
(EXCEPT AS NOTED OTHERWISE)
FOUNDATION NOTES
STUDS 2' x 6' NO. 1
POSTS 5' x 5' AND LARGER NO.1
NOT EXPOSED TO WEATHER EARTH 1
'
SILLS, PLATES AND BLOCKING NO.2
EXPOSED TO WEATHER 1 1/2
1. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE
4. SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND
EXPOSED TO EARTH 2'
PILASTER, BEAM & COLUMN TIES 1 1/2,FORMED
SOIL BEARING PRESSURE PER 1997 UNIFORM BUILDING CODE SHALL
WITHIN 48' OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR
FIIRMED FOOTING AND WALL EXPOSED TO EARTH 2'
BE AS FOLLOIWS,
(PTDF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'
DIAMETER x 10' BOLTS AT 48' ON CENTER, 12' MINIMUM FROM
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3'
CONTINUOUS FOOTING = 1000 P. S. F.
ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE.
SLAB ON GRADE 2'
ISOLATED FOOTING = 1000 P.S.F.
5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE
4. SPLICE IN CONCRETE ,
BOLTED TO THE WALL WITH 5/8' ANCH13R BOLTS AT 24' ON CENTER,
MINIMUM OF 36 BAR DIAMETER OR 12' WHICHEVER IS GREATER.
2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM
6. ALL NON BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 0. C.
UNDISTURBED NATURAL SOIL, OR APPROVED COWACTED FILL AND
WITH 5/8 ' GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED.
5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
7. ALL STUD WALLS SHALL HAVE FULL HEIGHT i x 6 DIAGONAL
3. ALL FOOTING SMALL BE CENTERED ON PILASTER ANDAOR WALL AND
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT.
6. ALL DETAILING OF REINFORCING SHALL COWRM TO THE REQUIREMENTS
COLUMN UNLESS OTHERWISE NOTED.
0.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A
OF ACI 318-9&
MINIMUM OF SIX STUD SPACES.
7. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC.
4. FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING
8. COMMON NAILS SHALL BE USED.
SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
PLANS.
9. FIRE BLOCKING 2 x i 1!2 ' THICK, SHALL BE PLACED IN STUD
OR GROUT.
5• THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10' HEIGHT OF
8. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY
STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS.
OF ASTM A-615 GRADE 60.
ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
9. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY
AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 OR DEEPER.
10. ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL
(ORDINANCES.
It. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE
6. ALL F013TINGS SHALL BE FORMED TO MEET SIZES INDICATED ON
BE t 2 x 4 @ 16" 0. C. UP TO 14' -0'
BARS ABILITY TO BOND TO THE MORTAR.
DRAWINGS, DETAILS, AND/OR SCHEDULES.
2 x 6 @ 16' O.C. UP TO 20'-0'
11. REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING
2 x 8 @ 16' O.C. UP TO 26'-0'
NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE
COLUMNS. CU. N. 0.)
12. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
DRAWINGS OR WITHOUT Tt_ WRITTEN APPROVAL OF THE ENGINEER OF RECaRD.
13.BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32' AND A
12. ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
8. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
MAXIMUM 1/16 ' LARGER THAN THE BOLT DIAMETER,
ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE
SHALL BE REMOVED AND RELOCATED.
NOT SPECIFICALLY INDICATED, PROVIDE CLASS 'C' SPLICE PER
9. ALL PIPES, DUCTS AND CONDIITS WITHIN THIS SPHERE OF INFLUENCE OF
SCHEDULE. ALL. SPLICE LOCATIONS SHALL BE CLEARLY SHOWN I3N
THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING,
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
BASED [IN A 2 HORIZONTAL TO i VERTICAL SLOPE), SHALL BE SLEEVED
FABRICATION.
THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR.
13. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE
10. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD
MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE
DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS.
CONSTRUCTION, BY WCRSI.
14. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE
LESS THAN 1', NOR 1 BAR DIA., NOR Ix MAX. AGGREGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST
LAYER, MIN. DISTANCE BETWEEN LAYERS = 1'.
2
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7- 2X STUDS @ 16' O. C.
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EXTERIOR BEARING WAI_._L_
EXTERIOR FOOTING
1
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
CBC, PLUMBING AND MECHANICAL CODES,
THE CEC AND LOCAL ORDINANCES.
2.. VERIFY ALL DIMENSIONS, D❑ NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWINGS.
4 ALL NAILING TO COMPLY W/ TABLE 23-II-B-1. CBC
ROOF SHEAT/G
1/2" CDX) 24/0 INDEX PLYW/D
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ROOF SHEAT/G UNDER SIDE
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OR BETTER
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