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Project Description
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1. OPTIONAL COLD JOINT WHERE
PERMITTED BY SOILS REPORT IF
APPLICABLE. USE ANCHOR BOLTS
LONG ENOUGH FOR MIN. 7' EMBEI
BEYOND COLD JOINT INTO FOOT'[
UNLESS SLAB IS MIN. 7' THICK
OVER COLD JOINT.
2. CONC. FTG. PER PLAN
3. #4 BAR TOP & BOT
MIN. SEE PLAN
I
4. 2 OR 3X P. T. D. F. SILL PLATE
PER PLAN @ A. B. PER PLAN
5.2 OR 3X STUDS @ 16' 0. C. PER
EXTERIOR FO❑TING I 1
1- ROOF SHT'G 0/ 2X ROOF RFTR.
PER PLAN (1X6 STARTER BOARD
-SHIPLAP- AT EXPOSED EAVES)
2- B. N.
3- (3)- 16d @ RFTR. T I E
4- 2X BLK'G W/ A-35 @
16' 0. C.. U. N. 0.
5- 2X CEILING JST.
PER PLAN
6- DBL TOP PLATE PER PLAN
7- 2X STUDS @ 16' 0. C.
OR WD. BM. PER PLAN
8- SHEAR WALL PER PLAN
WHERE OCCURS
SEE SHEAR WALL SCHED.
FOR SHEAR TRANSFER @
SHEAR WALLS
SHEAR TRANSFER 1'=1'-0' 2
AT SAVE
"d
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
BARS AS FOLLOWS a
1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERICAN
TO DIVISION 23 (1997 U.B.C.)
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 BENT DOWELS, TIES
BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN
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
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, 6' & DEEPER NO.1
NO.1
2. DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO
SHALL BE INSPECTED AND APPROVED BEFORE COVERING.
, PURLINS OVER 4' WIDE
BEAMS,
2' TO 4' WIDE, 6' &DEEPER NO,I
ASTM A-305 AND BENDING IN ACCORDANCE WITH ACI 318-95.
ACI 301.3.
LEDGERS
MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR
3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE I,
STUDS 2' x 4' OR 3' x 4' SSTUDTUDS
(EXCEPT AS NOTED OTHERWISE)
OR II LOW ALKALL CONFORMING TO ASTM C-150.
4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF
FOUNDATION NOTES
POSTS 5' x 5' AND LARGER NO. 1
NOT EXPOSED TO WEATHER OR EARTH 1"
"
28 DAYS FOR
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 "
FOOTINGS 2500 PSI
SLAB ON GRADE 2500 PSI
SOIL BEARING PRESSURE PER 1997 UNIFORM BUILDING CODE SHALL
WITHIN 48" OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR
M
FORMED FOOTING AND WALL EXPOSED TO EARTH 2'
BE AS FOLLOWS:
(PTDF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8
SIDE WALKS 2000 PSI
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 2'
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.
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 1-82.
7. ALL.. REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
7. ALL STUD WALLS SHALL HAVE FULL HEIGHT 1 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
IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND
COLUMN UNLESS OTHERWISE NOTED.
0. C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A
MINIMUM OF SIX STUD SPACES.
OF ACI 318-95.
INSPECTION.
7. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC.
8, 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.
SPECIFICATIONS ST-26.
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
9. EXPOSED CORNERS OF COLUMNS, BEAM, WALL, ETC. SHALL
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY
STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS.
OF ASTM A-615 GRADE 60.
BE FORMED WITH 3/4 ' CHAMFERS UNLESS DETAILED OTHERWISE.
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. CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
ORDINANCES.
10. ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL
DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO
11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
STARTING THE WORK.
6. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON
BE
2 x 4 @ 16' O.C. UP TO 14'-0"
BARS ABILITY TO BOND TO THE MORTAR.
il. NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE
DRAWINGS, DETAILS, AND/OR SCHEDULES.
2 x 6 @ 16' 0. C. UP TO 20$ -0'
11. REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
IN EXCESS OF 95°F.
7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING
2 x 8 @ 16' 0. 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. 0. >
12. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
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 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
GENERAL NOTES
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
LA SCALE-1/4"-1' 1. ALL WORK SHALL BE DONE I N ACCORDANCE W/ THE 2001 LAYER, MIN. DISTANCE BETWEEN LAYERS = i'. "" U N 10"" A 10' N "I CBC, PLUMBING AND MECHANICAL CODES,
THE CEC AND LOCAL ORDINANCES.
EXIST'G FOOT'G 2.. VERIFY ALL DIMENSIONS., DO NOT SCALE DRAWINGS,
NEW FOUNDATION 3. IT SHALL BE THE RESPONSAB I L I TY 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. CBCq0(91
Firm Name
PREPARED B
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714 / 285 1121
2017 W. ALco Ave.
Santa Ana
California 92703
macielai@msn.com
Drawn By:
Project Description
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Project Name and Address
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1029 5, MNN15 5T,
5ANfA ANA, CA
714177II57-2468
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