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General Notes
714 P85 1121
2017 W. Atco Ave.
Santa Ana
Cati-For-nia 92.703
macietat@msn.com
City of Sant -a Ana
No. Revision/issue Date
Firm Name and Address
Project Name and Address
MV, AMMIO 5UMAMPON6
1029 5. Hpp"MON
5ANTA ANA, CA
114/ 8*59 -15481
Project
Sheet
Date
Scale
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STRUCTURAL NOTES-
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PROVIDE A. B.
@ 6' -0' 0. C. & 4 1/2
MIN. / 12' MAX. FRM.
SILL END
EXTERIOR BEARING
WALL
714 P85 1121
017 W, Alco Ave.
Santa Ana
CaLifor-nia 92703
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7. 2 OR 3X STUDS @ 16' 0. C. PER PLAN
EXTERIOR FOOTING
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-SHIPLAP- AT EXPOSED EAVES)
2- B. N.
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5- PX CEILING JST.
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6- DBL.TOP PLATE PER PLAN SEE SHEAR WALL SCHED.
7- 2X STUDS @ 16' 0. C. FOR SHEAR TRANSFER @
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8- SHEAR WALL PER PLAN
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2- B. N.
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4- 2X BLK"G W1 A-35 @
16' 0. C.. U.N. 0.
5- PX CEILING JST.
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6- DBL.TOP PLATE PER PLAN SEE SHEAR WALL SCHED.
7- 2X STUDS @ 16' 0. C. FOR SHEAR TRANSFER @
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REINFORCING STEEL
PLYWOOD
LUMBER
CONCRETE
1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
1. PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND
1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING
TO DIVISION 23 (1997 U. B.C.)
BARS AS FOLLOWS i
1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERICAN
FOOTING, SLAB ON GRADE,
WEIGHT HARD ROCK TYPE (150 #/CU. FT.>. AGGREGATES SHALL
PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS.
2. RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS
MASONRY, AND RENT DOWELS, TIES
BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN
2. EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT. WITH A
OTHERWISE NOTED
#3 BAR AND SMALLER ASTM A-615 GRADE 40
SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 X
MINIMUM DIMENSION OF 2 FEET.
GRADE
#4 BAR AND LARGER ASTM A-615 GRADE 60
2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING
3. JOIST, PURLINS 2- TO 4- WIDE, V & DEEPER NO. 1
BEAMS, PURLINS OVER 4' WIDE NO. I
2. DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
ASTM A-305 AND BENDING IN ACCORDANCE WITH ACI 318-95.
WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO
SHALL BE INSPECTED AND APPROVED BEFORE COVERING.
SUBPURLINS 2' TO 4- WIDE, 6" & DEEPER NO. 1
ACI 301.
LEDGERS NO. 2
3. MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR
3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE 1,
STUDS 2' x 4' OR 3' x 4' STUDS
(EXCEPT AS NOTED OTHERWISE)
OR 11 LOW ALKALL CONFORMING TO ASTMC-150.
FOUNDATION NOTES
STUDS am xV No. I
POSTS 5" x 5' AND LARGER NO, I
NOT EXPOSED TO WEATHER OR EARTH 10
4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF
SILLS, PLATES AND BLOCKING NO. 2
EXPOSED TO WEATHER 1 1/2
28 DAYS FORs
1. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE
4. SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND
EXPOSED TO EARTH 20
PILASTER, BEAM & COLUMN TIES 1 1/2
FOOTINGS 2500 PSI
SLAB ON GRADE 2500 PSI
SOIL'BEARING PRESSURE PER 1997 UNIFORM BUILDING CODE SHALL
WITHIN 49' OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR
(PTDF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'
FORMED FOOTING AND WALL EXPOSED TO EARTH ps
SIDE WALKS 2000 PSI
BE AS FOLLOWS,
DIAMETER x 10' BOLTS AT 48' ON CENTER, 12' MINIMUM FROM
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3'
5. MAXIMUM SLUMP SHALL NOT EXCEED 4'
CONTINUOUS FOOTING 1000 P.S.F.
ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE.
SLAB ON GRADE 20
6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
ISOLATED FOOTING 1000 P.S.F.
5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE
4. SPLICE IN CONCRETE
MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METHODS
BOLTED TO THE WALL WITH 5/8' ANCHOR BOLTS AT 24' ON CENTER.
MINIMUM OF 36 BAR DIAMETER OR 12' WHICHEVER IS GREATER.
E NERAL NOTES
WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE
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.
ASSURED.
UNDISTURBED NATURAL SOIL, OR APPROVED COMPACTED FILL AND
WITH 5/8 " GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED.
5, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-92.
7. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
7. ALL STUD WALLS SHALL HAVE FULL HEIGHT I x 6 DIAGONAL
INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE
CONCRETE IS POURED, ADEQUATE CLEANOUTS SHALL BE PROVIDED
3. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT.
6. ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS
1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND
COLUMN UNLESS OTHERWISE NOTED.
0. C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A
OF ACI 318-95.
CBC, PLUMBING AND MECHANICAL CODES.*
INSPECTION.
MINIMUM OF SIX STUD SPACES.
7. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC.
THE CEC AND LOCAL ORDINANCES.
S. VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE
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
GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION
PLANS.
9. FIRE BLOCKING 2 x 1 1/2 ' THICK, SHALL BE PLACED IN STUD
OR GROUT.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
SPECIFICATIONS ST-26.
5- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10' HEIGHT OF
STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS.
8. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS
OF ASTM A-615 GRADE 60.
9. EXPOSED CORNERS OF COLUMNS, BEAM, WALL, ETC, SHALL
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
BE FORMED WITH 3/4' CHAMFERS UNLESS DETAILED OTHERWISE.
ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
SAFETY
10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
AT INTERVALS OF 8' WHERE JOISTS ARE 2 12 OR DEEPER.
9. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
IO.CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO
ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL
ORDINANCES.
x
11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
10. ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL
SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
STARTING THE WORK.
6. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON
BE
2x4@ 16' D.C. UP TO 14'-0'
BARS ABILITY TO BOND TO THE MORTAR.
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
11-NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE
DRAWINGS, DETAILS, AND/OR SCHEDULES.
2 x 6 @ IV 0. C. UP TO 20'-0*
11. REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
THE DRAWINGS.
IN EXCESS OF 95°F.
7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING
2 x 8 @ 16' D.C. UP TO 26"-0'
NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE
12. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH +2.
COLUMNS. (U.N. D.
12. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
DRAWINGS OR WITHWT THE WRITTEN APPROVAL OF T14E ENGINEER OF RECORD.
4 ALL NAILING TO COMPLY W/ TABLE 23-II-B-1. CBC
la 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 CONDUITS WITHIN THE SPHERE OF INFLUENCE OF
SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING,
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
BASED ON 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.
General Notes
2
No. I Revision/Issue I Date
Firm Name and Address
Project
Project Name and Address
MR AMM10 5UMAMPON64
10-29 5, HAP"MON
5ANTA ANA., CA
_71416��19_5461
Project
Sheet
Date
2
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General Notes
714 285 1121
2017 W, Atco Ave.
Santa Ana
Cali-For-nia 92703
No. Revision/Issue Date
4 No
Firm Firm Nome and Address
On
Project
Project Name and Address
MP, APMAO 5UMAMPONC4
102-9 5 HAFMON
5ANfA ANA, CA
-714/ 659--5461
Project
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