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51-311 111 41-811
FOUNDATION PLAN
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_ EXIST'G FOOT'G
NEW FOUNDATION
STRUCTURAL -NOTES
CONCRETE
1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
WEIGHT HARD ROCK TYPE (150 #/CU. FT.). AGGREGATES SHALL
BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN
SHRINKAGE CHARACTERISTICS OF LESS THAN p.05
2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO
AC 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 ON 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 CLEANOUTS 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.
1O.CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO
STARTING THE WORK.
11.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.
10'-011
51-211
PLYWOOD
1. PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND
SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERICAN
PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS.
2. EACH SHEET SHALL HAVE A MINIMUM! AREA OF 8 SQ. FT. WITH A
MINIMUM DIMENSION OF 2 FEET.
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE, NAILING
SHALL BE INSPECTED AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
1. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE
SOIL BEARING PRESSURE PER 1997 UNIFORM BUILDING CODE SHALL
BE AS FOLLOWS,
CONTINUOUS FOOTING = 1000 P. S. F.
ISOLATED FOOTING = 1000 P.S.F.
2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM
UNDISTURBED NATURAL SOIL, OR APPROVED COMPACTED FILL AND
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
3. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND
COLUMN UNLESS OTHERWISE NOTED.
4. FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING
PLANS.
5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY
ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY
ORDINANCES.
6. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON
DRAWINGS, DETAILS, AND/OR SCHEDULES.
7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING
COLUMNS. (U. N. 0. )
8. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
SHALL BE REMOVED AND RELOCATED.
9. ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF
THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, .
BASED (IN A 2 HORIZONTAL TO 1 VERTICAL SLOPE), SHALL BE SLEEVED
THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR.
10. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD
DUE TO POSSIBLE VARYING SUBSURFACE. CONDITIONS.
' dia. x 10 L° A.B
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ROOF FRAM'G
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ROOF SHEAT'G
LUMBER
I. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING
TO DIVISION 23 (1997 U. B. C. >
2. RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS
OTHERWISE NOTED t
GRADE
3. JOIST, PURLINS 2' TO 4' WIDE, 6' & DEEPER NO. 1
BEAMS, PURLINS OVER 4' WIDE NO. i
SUBPURLINS 2' TO 4' WIDE, 6' & DEEPER NO. I
LEDGERS NO. 2
STUDS 2' x 4' OR 3' x 4' STUDS
STUDS 2' x 6' NO, 1
POSTS 5' x 5' AND LARGER NO. 1
SILLS, PLATES AND BLOCKING NO.2
4. SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND
WITHIN 49' OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR
(PTDF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'
DIAMETER x 10' BOLTS AT 48' ON CENTER, 12' MINIMUM FROM
ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE.
5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE
BOLTED TO THE WALL WITH 5/8' ANCHOR BOLTS AT 24' ON CENTER.
6. ALL NON BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 D.C.
WITH 5/8 ' GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED.
7. ALL STUD WALLS SHALL HAVE FULL HEIGHT 1 x 6 DIAGONAL
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT.
O.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A
MINIMUM OF SIX STUD SPACES.
8. COMMON NAILS SHALL BE USED.
9. FIRE BLOCKING 2 x 1 1/2 ' THICK, SHALL BE PLACED IN STUD
WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10' HEIGHT OF
STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS.
10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 OR DEEPER.
It. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
BE 2 x 4 @ 16' D. C. UP TO 14' - (Y
2 x 6 @ 16' O.C. UP TO 20'-0'
2 x 8 @ 16, B.C. UP TO 26' -(Y
12.PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13.BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32' AND A
MAXIMUM 1/16 ' LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
BARS AS FOLLOWS
FOOTING, SLAB ON GRADE,
MASONRY, AND BENT DOWELS, TIES,
#3 BAR AND SMALLER ASTM A-615 GRADE 40
#4 BAR AND LARGER ASTM A-615 GRADE 60
2. DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
ASTM A-305 AND BENDING IN ACCORDANCE WITH ACI 318-95..
3. MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR t
(EXCEPT AS NOTED OTHERWISE>
NOT EXPOSED TO WEATHER OR EARTH 1'
EXPOSED TO WEATHER 1 1/2 '
EXPOSED TO EARTH 2'
PILASTER, BEAM & COLUMN TIES 1 1/2
FORMED FOOTING AND WALL EXPOSED TO EARTH 2'
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3'
SLAB ON GRADE 2'
4. SPLICE IN CONCRETE
MINIMUM OF 36 BAR DIAMETER OR 12' WHICHEVER IS GREATER.
5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
6. ALL DETAILING OF REIWORCING SHALL COMMI M THE REQUIREMENTS
OF A:I 319-95.
7. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC,
SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
OR GROUT.
8. ALL. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS
OF ASTM A-615 GRADE 60.
9. ALL. REINFORCING BAR BENDS SHALL BE MADE COLD.
10. ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL
SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE
BARS ABILITY TO BOND TO THE MORTAR.
11. REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE
DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD:
12. ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE
NOT SPECIFICALLY INDICATED, PROVIDE CLASS 'C" SPLICE PER
SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
FABRICATION.
13. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE
MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE
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'.
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, DO 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
1/2" CDX, 24/0 INDEX PLYW'D D W /8cl
COMMON NAILS @ 6" ac EN/ BN, 8d
@ 10' ac F-IELD, PROVIDE ROOF
RADIANT BARRIER PER T - 24@ PLYW'D
ROOF SHEAT'G UNDER SIDE
ROOF'G MATERIAL.
ASPHALT SHINGLE CLASS 'B' OR BETTER
TO MATCH EXIST'G SFR W/ # 15 FELT
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