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GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND
LOCAL ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR
GENE g I
ALL
IA
TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR
TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT oil
ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN
THE DRAWINGS.
.0
4. ALL NAILING TO COMPLY WITH TABLE 2341-B-1 C.B.C.
6. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL Iq
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS.
PLUMBING NOTES
6, ALL PLUMBING WALLS TO BE 2" x 6"
7. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED.
STAGGERED STUDS ARE ACCEPTABLE.
8. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE
SHOWEk OR TUBISHOWER COMBINATION, MATERIALS
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE.
9. GLASS ENCLOSURE DOORS AND PANELS MUST BE YWIVIS101'1
LABELED CATEGORY 11. NET AREA OF SHOWER RECEPTOR
SHALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND
ENCOMPASS 30"DIAMETER CIRCLE.
10, ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE
NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE
IN FRONT OF THE STOOL.
11. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL
FAN 6 AIR CHANGES PER HOUR,
12. WATER HEATER TO BE BRACED TO RESIST SEISMIC
V
FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 1/3 OF
THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK),
13. ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6 P LA141,
GALLONS PER FLUSH.
ef
ELECTRIC NOTES
14. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
NEC Art 210-62 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
15. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT DATE:.____-- ------
PROTECTION.
GROUND -FAULT CIRCUIT INTERRUPTER (GFQ PROTECTION
PLANIN
COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE,
16 AND 20 AMPERES RECEPTACLES INSTALLED INjA
BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN
COUNTERS AND AT WET BAR SINKS. 1 (714667-'27W
CONTACTPHONE k ()W,
STRUCTURAL NOTES SUBJECTTO CONDITIONS BEL
17. THE CONTRACTOR SHALL PROVIDE ANY SHORING ANDIOR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE
REQUIRED DURING CONSTRUCTION. ALI? matenals to match existing
18. PERMISSIBLE NOTCHING AND BORING OF -JOISTS ARE TO BE
SHOWN ON THE PLANS AND'SHALL NOT EXCEED CBC
SECTION 2320.8.3 ALLOWANCES.
19. NOTCHING OF EXTERIOR AND BEARING/NONBEARING e-xlf
WALLS SHALL NOT EXCEED 250/o/400/o RESPECTIVELY. BORED HOLES IN BEARINGINONSEARING WALLS SHALL
NOT EXCEED 40%1600/o RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE BORED HOLE NEARER THAN 51811 TO THE
EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
20. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS
ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, 114 I �pt-j
SPECIFYING THE SIZE
ZE OF THE HEADER AND TRIMMER
21. USE
(2320.11.6)
SE SIMPS PSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
STRILC-TURAL NOTES
CONCRETE
I,- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE (150 'CU FT) AGREGATES, SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 W
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 V OR SLOW ALKALL
CONFORMING TO ASTM C-150.
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2,500 PSI
SLAB OR GRADE 2,500 PSI
SIDEWALKS 2,000 PSI
5.- MAXIMUM SLUMP SHALL NOT EXCEED 47.
S.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN SE ASSURED.
7- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS 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, BEAMS, WALLS, ETC., SHALL BE FORMED WITH %
CHAMFERS UNLESS DETAILED OTHERWISE.
10.- CONCRETE CONTRACTOR SHALL BE 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
PLYWOOD
I, 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 80, FT, WITH A MINIMUM DIMENSION OF
2 FEET,
3, SEF. FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
1-- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE As FOLLOWS:
CONTINUOUS FOOTING 1,000 P.S.F.
ISOLATED FOOTING 1,000 P.S.F.
1- 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 PLASTER 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
ANDIOR SHIEDULES.
7.- ALL FOOTINGS 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.
S.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE
FOUNDATION POUR.
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS,
I I thADMO
3.- GRADE
JOIST, PURLINS 2- TO 4- WIDE, 6 & DEEPER No, I
BEAMS, PURLINS OVER 4- WIDE No. I
SUSPURLINS 2- TO iV WIDE, 6 & DEEPER No. I
LEDGERS W 2
STUDS 2'x 4" OR 3" x 4" STUDS
STUDS 2"x 6" No' I
POSTS 5'x FAND LARGER No. I
SILLS, PLATES AND BLOCKING
4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF
GROUND,
SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO
THE FOUNDATION WITH 518" DIAMETER x la' LONG BOLTS AT 49* ON CENTER 12" MINIMUM
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED,
5,- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
WITH 5/8'ANCHOR BOLTS AT 24"01C.
6.- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" O/C WITH 5/8" GYP, BOARD
EACH SIDE, UNLESS OTHERWISE NOTED,
7,- ALL STUD WALLS SHALL HAVE FULL HEIGHT V x 6' DIAGONAL LEFT IN BRACES AT ENDS
AT INTERVALS NOT EXCEEDING 25 FEET OtC 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 % " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
LEVELS AT EACH I O'HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS,
10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
OF 8' WHERE JOISTS ARE Z'x 12" OR DEEPER.
11: MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2x4'@ 16"O/C UP TO
2"x 6"@ 16" O/C UP TO 20'-T
2'x 8@ 16" 010 UP To 26-T
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1/16,
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS AS FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
# 3 BAR AND SMALLER ASTM A- 616 GRADE 40
# 4 BAR AND LARGER ASTM A- $15 GRADE 60
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
SENDING IN ACCORDANCE WITH ACI-318-95,
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH I
EXPOSED TO WEATHER 1
EXPOSED TO EARTH 2"
PILASTER, BEAM & COLUMN TIES 1%11
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
SLAB ON GRADE 2"
4.- SPLICE IN CONCRETE:
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER.
S.- WELDED WIRE FABRIC SHALL CONFORM TOASTM A-185 AND 1-82.
6.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-95
7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
8,- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-SiS
GRADE 60.
9- ALL REINFORCING BAR SENDS SHALL BE MADE COLD.
10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR,
11.- REINFORCEMENT THAT IS PARTIALLY EMSEDED IN CONCRETE SHALL NOT BE FIELD SENT
EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
APPROVAL OF THE ENGINEER OF RECORD.
12ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE
CLASS 'C' SPLICE PER SCHEDULE, ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION.
714 / 285 1121
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SANTA ANA
CALIFORNIA 92703
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WALL TYPE
SHEAR
WALLS
WALLS
UPPER
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7/8' STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES Q W O/C @TOP & BOTTOM WPLATES
EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FES, 1973) OR (IC80 No. 1318,
180PLF
5/8@55"OfC
518@56-01C
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FES, 1973) OR (ICSO No, 1254, FEB 1972) NOTE 4 AND 9 BELOW
3/8' PLYWD SRUCT It OR STD SHTG WITH Sd NAILS @ 0' O/C @ EDGES & 12" O/C FIELD
260 PLF
5/8 @ w 010
5/8 @ 38' O/C
16d @ 6' OIC
(TABLE 23-IW-1 U,B.C.) NOTE 1,9,10 & 11 BELOW
30 PLYWD SRUCT If OR STD SHTG WITH 8d NAILS @ 4!' OIC @ EDGES & 12" O/C FIELD
350 PLF
518@26-OIC
518@26-OIC
16d @,V' OIC
(TABLE 23-114-1 U.B.C. ) NOTE 1, 6, 9,10 & 11 BELOW
3/8" PLYWD SRUCT If OR STD SHTG WITH 8d NAILS @ 4!'OIC @ EDGES & 12' OIC FIELD
380 PLF
5/8@26"O/C
5/8 @ 26' O/C
16d @ 4' O/C
(TABLE 23-114-1 U.B.C.} NOTE 1, 3,5,6,9, 10 & 11 BELOW
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ W O/C @ EDGES & 12" O/C FIELD
490 PLF
5/8 @ 20'010
5/8 0 20"O/C
iSd @
(TABLE 2341-1-1 U.S.C.) NOTE 1, 3,5,6.9, 10 & 11 BELOW
31/2"010
3/8' PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 2' OIC @ EDGES & 12" O/C FIELD
610 PLF
518 @ 16"0/0
5/8 @ 16, Ole
16d @
(TABLE 2341-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10& 11 BELOW
2 1/2" O/C
1/2"STRUCT IPLYWD WITH 10d NAILS @ 2" OIC @ EDGES & 1701C FIELD
870 PLF
3/4 @ I S' O/c
314 @ 16' 0/0
N/A
OVER 3XSTUDS (TABLE 23-11.1-1 U.B.C. ) NOTE 1, 3,5,6,9, 10& 11 BELOW
NOTES:
I.- ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOUD BLOCKING FOR WALLS TYPES 11, 12,13 & 14
2.- WHERE SHEAR WALL SHEATING 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 FOUNDATION/FIRST FLOOR ONLY
4,- PAPER BACKED SELF FURRING EXPANDED METAL LATH 10130 APPROVAL
5.- GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & 4OLS 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 5/6"x I(Y'A.B.'s @ 48" 01C UNLESS OTHERWISE NOTED ON PLANS
8.- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7132" SHOT PINS @,32" 010 & 48" 0/0 RESPECTIVELY. I.E. OZARK # H-67 ICSO
REPORT 1280, MAY 1987
9: USE 2 1/2 x 2 112'x 3116'PLATE WASHERS
10.- USE COX CC OR STD SHTG IN LIEU OF SRUCT 11 PLYWOOD, ALL PLYWOOD SHALL BE DOUG LAS FIR, OTHER SPECIES MAY REQUIRE CHANGES.
I I,- AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS To COMPLY WITH SILL BOLTING 1080 # 1372 MIN EMBED 7 1 a"
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NOTCHES- MAX. DEPTH 25/ OF STUD
412X BL KG LD
PE� PLAN PER PLAN
WIDTH @ BEARING WALLS, 40X MAX.
48,
@ NON -BEARING WALLS.
UXO.
B.N.
0
STUD
E.N.
2X STUDS
2 X�R/R
,
gf� 14TNAILER W/ 16" @ 8- D.C.
E.N.
CONT,
'A35' 2 16' D.C.
R/R
U.N.O.
WALL SHTG.
E.N.
FASCIA
0
z
z
w
n
z
w
Z) DEVELOPER / OWNER:
Lu
0)
w
I
Z
Z
D
0
0
W J2�KCRI ON:
0 -
z
w
a:
0
0
z
0
V)
0
0
Ir
1113 L_ I ur- r L_ 1`_� I t�
FRACTION BOARD
2X4 2X6 2X8 NOTE; NOTCH & BORE z
OF STUD -1 11 1 . c <
2 5/ D STUD WITHIN 36" OF WALL FINISH
40Z D 1%" 21/8 " 3" EACH OTHER, Eta'/Eta'/ D 2" 3'/4 " 4/4 X E2 X STUDS -2 16'r O.C,--> PER PLAN
V00,01
SECTION 2320.11.9- 2320.11.10. -2 X STUDS ---SHEAR WALL,
@ 16' 0, C, WHERE OCCURS
DBL, TOP PLATE (SEE FRAMING
PLAN)
WALL SHT'G
t
___ _
20 16 'BORED OR . NOTCHED STUDS NITS 12
DRAWN:
ARA
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:,
SDm1