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CONCRETE
I. 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 0.05 7
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 FORe
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,
S. 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, PRIOR 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.
GENERAL NOTES
REINFORCING STEEL
PLYWOOD
LUMBER
1,
REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
I. PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND
1,
ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING
BARS AS FOLLOWS r
SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERICAN
TO DIVISION 23 (1997 U, B. C. )
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,
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
MINIMUM DIMENSION OF 2 FEET,
GRADE
#4 BAR AND LARGER ASTM A-615 GRADE 60
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING
3.
JOIST, PURLINS 2' TO 4' WIDE, 6' & DEEPER NO.1
2,
DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
SHALL BE INSPECTED AND APPROVED BEFORE COVERING,
BEAMS, PURLINS OVER 4' WIDE NO.1
ASTM A-305 AND BENDING IN ACCORDANCE WITH ACI 318-95.
2' TO 4' WIDE, 6' &DEEPER NO,1
LEDGERS
LEDGERS 2
3.
MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR ,
STUDNO
STUDS 2' x 4` OR 3' x 4' STUDS
(EXCEPT AS NOTED OTHERWISE)
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I~ O U N D A 1 I O IV NOTES
STUDS 2' x 6` NO, 1
POSTS 5' x 5' AND LARGER NO.1
NOT EXPOSED TO WEATHER OR EARTH
-
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'
SOIL BEARING PRESSURE PER 1997 UNIFORM BUILDING CODE SHALL
WITHIN 48' OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR
PILASTER, BEAM & COLUMN TIES 1 112 '
BE AS FOLLOWS:
(PTDF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'
FORMED FOOTING AND WALL EXPOSED TO EARTH 2'
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' ANCHOR 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 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.
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
7.
ALL STUD WALLS SHALL HAVE FULL HEIGHT i x 6 DIAGONAL
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
COLUMN UNLESS OTHERWISE NOTED.
O.C, UNLESS OTHERWISE NOTED ON PLANS, BRACES SHALL COVER A
OF ACI 318-95,
MINIMUM OF SIX STUD SPACES.
4, FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING
8,
COMMON NAILS SHALL BE USED,
7.
ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC.
PLANS.
SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
9.
FIRE BLOCKING 2 x 1 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.
ORDINANCES.
11.
MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
10,
ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL
BE ,
SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE
6, ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON
2 x 4 @ 16' O.C. UP TO 14'-0'
BARS ABILITY TO BOND TO THE MORTAR.
DRAWINGS, DETAILS, AND/OR SCHEDULES,
2 x 6 @ 16' 0. 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 I.N THESE
COLUMNS. (U. N. 0, >
12.
PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS,
DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD,
8. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
13.
BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32' AND A
MAXIMUM 1/16 LARGER THAN THE BOLT DIAMETER.
12,
ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
SHALL BE REMOVED AND RELOCATED.
ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE
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 DNA 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 PIA., NOR Ix MAX. AGGREGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST
LAYER, MIN. DISTANCE BETWEEN LAYERS F.1'.
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
,
ACCEPTED FOR CONSTRUGPI ,
1, 5/8" DNA. 10" L A.B
a 6'-0 ox MIN., 12" FROM
1. CONC. FTG. PER PLAN
2. .44 BAR TOP & BOT
MIN. SEE PLAN
3. 2 OR 3X P.T.D.F, SILL PLATE
PER PLAN 0 A.B. PER PLAN
4. ®4 REBAR DOWELL AT 24"
O.C. AT 2-POUR OPTION
7. 2 OR 3X STUDS 0 16" D.C. PER PLAN
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1- ROOF SHT'G 0/ 2X ROOF RFTR.
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2- B. N.
3- (5) - 16et P RFTR. T I E
4- 2X BLK'G W1 A-35 @
FO 9 O, C.. U. N, O.
5- 2X CEILING JST.
PER PLAN
6-- DBL TOP PLATE PER PLAN
7- 2X STUDS @ 16' O. C.
OR WD. BM, PER PLAN
8- SHEAR WALL PER PLAN
WHERE OCCURS
SHEAR TRANSFER
AT EAVE
SEE SHEAR WALL SCHED,
FOR SHEAR TRANSFER @
SHEAR WALLS
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W" CDX, 24/0 INDEX PLYWD W/8d
COMMON NAILS @ 6" ox EN/BN, 8d
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RADIANT BARRIER PER T-24 @ PLYWD,
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ROOF DECK MATERIAL
ROOF DECK SHALL BE DRY, SMOOTH, CLEAN, AND SECURELY
NAILED. COVER LARGE CRACKS W/METAL, METAL FITTINGS
SHALL BE IN PLACE BEFORE ROOFING APPLICATOR BEGINS
HIS WORK,
EXCEL COAT
WALKING AND ROOF DECK SYSTEM
ICBO 4 ER-4804
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
MARK
WALL TYPE
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
SHEAR
WALLS
WALLS
UPPER STORIE
1
718'STUCC0 OVER PAPER BACKED LAT W/1 6 GA STAPLES @ 6"C/C @TOP & BOTTOM PLATES,
EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (ICBO No. 1318,
180 PLF
518 @ 55" 0/0
518 @ 56'O/C
16d @ 8" OIC
FEB, 1973) OR (ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
3/8!'PLYWD SRUCT If OR STD SHTG WITH 8d NAILS @ 6" OIC @ EDGES & 12" O/C FIELD
260 PLF
5/8 @ 38" O/C
5/8 @ 38" 0/0
16d @ 6" O/C
(TABLE 23-11-1-1 U,B.C) NOTE 1,9,10 & 11 BELOW
3/8" PLYWO SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD
350 P I LF
5/8 @ 26" O/C
5/8 @ 26" OIC
16d @ 4�' O/C
(TABLE 23-11-1-1 U.S.C.) NOTE 1, 6, 9, 10 & 11 BELOW
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4�'OIC @ EDGES & 12" O/C FIELD
380 PLF
5/8 @ 26- O/C
5/8 9 26" O/C
16d @,V O/C
(TABLE 23-11-1-1 U.B.C,) NOTE 1, 3,5,6,9, 10 & 11 BELOW
3/&'PLYWD SRUCT it OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12" O/G FIELD
490 PLF
5/8 @ 20" O/C
5/8 @ 20" OIC
16d @
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW
3 1/2" O/C
A3/8".PLYWD
SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" 0/0 FIELD
610 PLF
5/8@16"ojc
518@16'olc
16d @ '
(TABLE 23-11-1-1 U,B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW
2 112" O/C
'RUCT IPLYWD WITH 10d NAILS @ 2` O/C @ EDGES & 12" O/C FIELD Yl 01C
NIA
OVER 3X STUDS(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW
NOTES:
1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12,13 a
14
2- WHERE SHEAR WALL $HEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE O/C SPACING)
3,- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIFIRST FLOOR ONLY
4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICBO APPROVAL
5-- GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED
6- WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O/C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
7.- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 518" x I(Y'A.B.'s @ 46" 0/0 UNLESS OTHERWISE NOTED ON PLANS
81 ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32'SHOT PINS @ 32" O/C & 48" O/C RESPECTIVELY: I.E. OZARK A H-67 ICBO REPORT 1280, MAY 1987
9-- USE 2 1/2 x 2 If2" x 3/16" PLATE WASHERS
10.- USE'CDX CC OR STD SHTG IN LIEU OF SRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES.
11.- AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY VVITH SILL BOLT ING ICBO # 1372 MIN EMBED 7 1/2"
SCALE-1/4" = 11.01111
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