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THESE GENERAL NOTES , UNLESS OTHERWISE SPECIFIED.
THEAG�C BUILDING CODE, 2001 EDITION; 2001 UMC; 2001 UPC; 2001 NEC.
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ALL E ADDITIONALLY, ON -SITE VERIFICATION OF ALL
DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR
AND
ANY SUBCONTRACTORS, PRIOR TO ORDERING ANY MATERIALS OR STARTING ANY WORK, ALL
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS,
0 M_ NOTES:
4.
CONCRETE:
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1. SMOKE DETECTORS SHALL BE INSTALLED PER THESE NOTES:
A. ALL CONCRETE SHALL BE TYPE II OR TYPE V CEMENT & SHALL OBTAIN 25W PSI AT 28 DAYS.
A. GENERAL DWELLING UNITS THAT ARE USED FOR SLEEPING PURPOSES SHALL BE PROVIDED WITH
B. FOR THE CONCRETE PAD PREPARATION, PROVIDE SANDFILL AS REQUIRED OVER COMPETENT
SMOKE DETECTORS. DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED
NATIVE SOIL, WITH A 6 MIL VISQUEEN WATERPROOF MEMBRANE, WITH A W X W —10/10 WELDED
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MANUFACTURER'S INSTRUCTIONS.
WIRE MESH.
B. POWER SOURCE: IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR
5.
ANCHOR BOLTS:
PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING AND SHALL BE EQUIPPED
A. ALL EXTERIOR BEARING WALLS SHALL BE SECURED WITH 5/8" DIA. X 10" LONG ANCHOR BOLTS,
WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE
SPACED .rM pj)A EMBEDDED 7" INTO CONCRETE, AND BEGIN 12" FROM SILL END (MAX), UNO.
LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN
6.
GENERAL FRAMING:
'
THOSE REQUIRED FOR OVER -CURRENT PROTECTION.
A. ALL FRAMING SHALL COMPLY WITH CHAPTER 23 OF G.gt.. .
C. LOCATION WITHIN DWELLING UNITS: IN DWELLING UNITS, A DETECTOR SHALL BE INSTALLED IN
B. ALL LUMBER SHALL BE GRADE STAMPED AS FOLLOWS:
• EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING
• HORIZONTAL; No. 2 OR BETTER
ACCESS TO EACH SEPARATE SLEEPING AREA. DETECTORS SHALL SOUND AN ALARM AUDIBLE IN
a VERTICAL: NO. 2 OR BETTER
j
v ALL SLEEPING AREAS OF THE DWELLING UNIT IN WHICH THEY ARE LOCATED.
. STUDS: DOUGLAS FIR OR HEM. FIR
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2. AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL:
A. BE DESIGNED FOR EMERGENCY EGRESS OR RESCUE.
• SILL PLATE: PRESSURE TREATED OR REDWOOD
C ALL FRAMING, CEILING JOIST FRAMING AND RAFTER FRAMING SHALL COMPLY WITH
B. BE OPENABLE FROM THE OUTSIDE TO PROVIDE A FULL CLEAR OPENING OF 5.7 SQUARE FEET.
2001
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C. PROVIDE A MINIMUM NET CLEAR OPENING HEIGHT DIMENSION OF 24.
7.
ROOF SHEATHING:
D, PROVIDE A MINIMUM NET CLEAR OPENING WIDTH DIMENSION OF 20".
E. HAVE A FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISHED FLOOR LEVEL (UBC
A. ROOF SHEATHING SHALL COMPLY WITH CHAPTER 23, It-4 ..
B. PLYWOOD USED FOR ROOF SHEATHING SHALL BE BONDED BY INTERMEDIATE OR EXTERIOR
1
1204).
GLUE,
3. THE INSIDE FINISHED DIMENSION OF TOILET COMPARTMENTS MUST BE AT LEAST 30" MINIMUM WIDE
C. PLYWOOD EXPOSED TO EXPOSED EAVES SHALL BE BONDED. WITH EXTERIOR GLUE. CDX
AND 24" CLEAR SPACE IN FRONT OF THE TOILET (UPC).
4. SHOWER COMPARTMENTS SHALT. HAVE A MINIMUM INTERIOR OF 1024 SQUARE INCHES, AND BE
PLYWOOD MAY BE USED AT EXPOSED EAVES.
D. PLYWOOD SHALL BE "fi" CDX PLYWOOD P,I, #24101 OR 05B,
CAPABLE OF ENCOMPASSING A 30" DIAMETER CIRCLE (UPC).
E. NAILING:
1
5 BATHROOMS WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS SHALL HAVE AN OPENABLE
• B N 8d 8" O
WINDOW AREA OF NOT LESS THAN 1120TH OF THE FLOOR AREA, OR A MECHANICAL VENTILATION C'
_ SYSTEM CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR (UBC). • E.N. 8d {� $" O.G.
• F.N. 8d Q 8" O.C.
F. TONGUE AND GROOVE OR BLOCKED,
"&URITY NOTES G. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
j H. USE RING SHANK NAILS AND GLUE PLYWOOD TO FRAMING; U.N.O.
1. A SINGLE SWINGING DOOR, ACTIVE LEAF OF A PAIR OF DOORS, AND THE BOTTOM LEAF OF DUTCH I. PROVIDE SOLID BLOCKING UNDER PERPENDICULAR WALLS, U,N.O. SPLICE PLATES OR EXTERIOR
DOORS SHALL BE EQUIPPED WITH A LATCH AND A DEADBOLT THAT IS KEY OPERATED INSIDE. THE
DEADBOLT SHALL HAVE A HARDENED INSERT WITH A 1" MINIMUM THROW, ANDA MINIMUM 5/8" WALLS AND WHERE SHEAR WALLS OCCUR.
MINIMUM EMBEDMENT INTO THE JAMB. IF THE LATCH HAS A KEY LOCKING FEATURE, IT SHALL BE OFJ• NOTCHING OF EXTERIOR AND BEARING/NON-BEARING WALLS SHALL NOT EXCEED 25°% = 40%
• THE DEAD LATCH TYPE. (2320.11.9}
2. THE INACTIVE LEAF OF A PAIR OF DOORS, OR THE UPPER LEAF OF A DUTCH DOOR, SHALL HAVE A K. INTERIOR FINISH IN GROUP R-3 OCCUPANCIES SHALL HAVE A MIN. FLAME SPREAD
CLASSIFICATION OF 1.1 EXCEPT IN KITCHENS, BATHROOM AND GARAGES.
DF_ADBOLT SLIDEBOLT TYPE KEY OPERATED OR HARDENED NOT REQUIRED ON THE TOP AND { }. L. GALVANIZED SHEET METAL SHALL BE MIN. 28 GA. FOR FLASHING AND ROOF VALLEY FLASHING,
BOTTOM, WITH A Y:" EMBEDMENT.
8. ELECTRICAL:
3. SWINGING WOOD DOORS SHALL BE SOLID CORE, AND NOT LESS THAN 1=3/8" THICK AND 3" WIDE, r A. ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRI
4. PANELS OF WOOD DOORS SHALL BE A MINIMUM OF 9/16" THICK AND NOT MORE THAN 300 SQUARE ( CODE. CAL
j INCHES IN AREA.
B. NO ALUMINUM WIRE SHALL BE USED IN THE ELECTRICAL SYSTEM, ALL OUTLETS SHALL BE
5. STILES AND RAILS OF ALL WOOD DOORS SHALL BE A MINIMUM OF 1-3/8" THICK. {. S 12'- "
I
6. DOOR HINGE PINS ACCESSIBLE FROM THE OUTSIDE SHALL BE THE NON -REMOVABLE TYPE. PACED 0 O.C. MAX,, AND SHALL BE LOCATED WITHIN 6 FT. OF DOOR OPENINGS I E. CLOSET
` 7. DOORSTOPS OF WOOD JAMBS IN SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION OR 9. MECHANICAL: {
JOINED BY RABBIT.
8. WINDOW ANODOOR LIGHTS WITHIN 40" OF THE LOCKING DEVICE OF THE DOOR SHALL BE FULLY 10. GLAZING ECHANICAL WORK 70 COMPLY WITH THE LATEST EDITION OF UNIFORM MECHANICAL CODE.
TEMPERED, APPROVED BURGLARY RESISTANT, OR PROTECTED BY APPROVED BARS, SCREENS OR
GRILLS. A, ALL GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE G 16C" .
B.
SAFETY GLAZING REQUIRED AT WARDROOM DOORS, TUB ENCLOSURE &SHOWER ENCLOSURES.
9. SLIDING GLASS DOORS AND WINDOWS SHALL BE FULLY TEMPERED AND APPROVED BURGLARY PROVIDE SAFETY GLAZING (TEMPERED) AT HAZARDOUS LOCATIONS: GLASS DOORS, GLAZING
RESISTANT, AND SHALL BEAR FORCED ENTRY.
_ -- - — WITHIN 12FROM FINISH FLOORING, GLAZING WITHIN 38" OF WALKING SURFACE AND GLAZING
LESS -THAN 18" ABOVE FLOOR (SEC 2406).
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R9VISIONS
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1. CONC. FTG. PER PLAN
2• *5 BAR TOP & BOT .
MIN. SEE PLAN
3. 2 OR 3X P.T.D.F. SILL PLATE
PER PLAN 0 A.B. PER PLAN
4. 2 OR 3X STUDS a 16" O.C.
PER PLAN
12" MIN. r
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PLYW'D ROOF SHEATHING PER PLAN
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REVISIONS
9-
CONCRETE FTN'G PER PLAN
5-
ROOF RAFTERS PER PLAN
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10-
(2) *4 REBAR TOP & BOT.
6-
2X4 TIES 0 48" 0 C
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' 0�e�Ct iCJc t4 1 18" S0. 6- 8"X 8" X2" P.T. PLA
W/ %" DIA A..B.
7- CONC. PIER
18 BORED OR NOTCHED JOISTS _ Nis -�� 14 �'�`��-�-���� � �� CONCRETE PIER
_- _ _
D
WEEP SCREED
OUTER 1/3 IN MIDDLE 1/3 OUTER 1/3
OF SPAN OF SPAN OF SPAN ONLY
AT TOP OR BOT NO NOTCHES AT TOP OR BOT
ALLOWED U.N.O.
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OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING!
OF SPAN OF SPAN OF SPAN ONLY j
AT TOP OR SOT NO NOTCHES AT TOP OR BOT
j ALLOWED U.N.O.
11
0 0
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2X LARGEST U
BORE DIA. BORING
MIN.
FRACTION OF JOIST 2X6 2X8 2X1O 2X12 2X14
D/6 '/g„ ,fig„ ,'/ „ 15" 2lg'� 2aa1 GBG
D/3 11/4" 2�/ " 3" 3Y4., q s/ „ SECTION 2320.8.3
BORED HOLES MAX 40/. OF STUD
WIDTH A BEARING WALLS, 60/ MAX.
0 NON -BEARING WALLS.
NOTCHES- MAX.DEPTH 25Y OF STUD
WIDTH 0 BEARING WALLS, 40Y MAX.
0 NON -BEARING WALLS.
STL
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FRACTION
OF STUD
2X4
2X6
2X8
25/. D
T/„
1 „
ly„
40Y D
13/ "
21/ "
3"
60Y. D
2"
31/4"
41 4"
NOTE, NOTCH & BORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" OF
EACH OTHER,
2001 CBC
SECTION 2320.11.9- 2320.11.10
BORED CAR
NOTCHED
STUDS 1
19
4'-0" MIN. LAP
(2) 16d 1 STUD
(8) 16d 0 MIN. &
LAP TOP PLT. 16d 0 16" O.C.
a STUD MAX
4X4
HDR.
MIN.
PROVIDE 1X6 LET -IN
Zoo
BRAC'G (IF NO SHEAR
WALLS OCCUR) 0 60
16d 0 24"
MAX. 0 45° MIN. W/
O.C.FACE
{3) 16d E.N,
(3) 8d EA. END 8; EA.
STUD EA.
NAIL
TYP.
CORNERRACE 0 25' 0.!C. MAX.
2X TRIM'R &
KING STUDS
{2> 16d E.N.
PROVIDE 2X FIRE
BLOCK WHERE WALLS
6) JAMB
TO 2X SILL
TYP.
EXCEED 10' H. & AT ALL
CL'G & SOFFIT LINES
2X STUDS
0 16" O.C.
(2) 10d T.N. !I?
EA. SIDE STUD
2X P.T.D.F. SILL PLT.
Wl%" DIA. ANCHOR
TO PLT.
BOLTS W/. 7" EMBED-T
PER FOUNDATION. PLAN.
PROVIDE A. B.
0 6,-01' O.G. & 4'/2„
MIN. / 12" MAX. FRM,
°'°'Ir •
' �' • • " SILL END /
--------------------_-------_--------
EXTERIOR
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EXTERIOR
'SIMPSON'
NO.
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CONC.
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SB
MIN.
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SSTB
MAX.
LOAD
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(2) %
%
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(2) 74
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16"
51/4
3
4X4
20
4010
HD6A
(2) %g
%
24"
61/B
3°/2
4X6
28
5510
HD8A
(2) %
%
24"
61/g
31/2
4 X 6
28
7910
H01OA
(2) %
%
24"
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TO RAFTER ►-
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1- ROOF SHT'G 0/ 2X ROOF RFTR. a
PER PLAN 0X6 STARTER BOARD 7 8 0
SHIPLAP- AT EXPOSED EAVES) #
2- B.N. # Ir
3- (3)- 16d 0 RFTR. TIE
4- 2X BLK'G W/ A-35 0 o
16" O.C.. U.N.O. a
5- 2X CEILING JST. O
PER PLAN Iz
6- DBL TOP PLATE PER PLAN zw
7- 2X STUDS 0 16" O.C. SEE SHEAR WALL SCHED. 3
OR WD.SM. PER PLAN FOR SHEAR TRANSFER 0 O
8- SHEAR WALL PER PLAN SHEAR WALLS ¢
WHERE OCCURS z h
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5. PLY'D SHT'G PER PLAN O.
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9. SIMP A35F 0 16" O.C.
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11. WALL FINISH PER PLAN i
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4- 2X CANT. SHAPED W/ 16d 0
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2- 16d NAILS TO EACH RAFTER
IN LIEU OF 2X BLOCKING.
5- 2X RAFTER 'CALIFORNIA`
FRAMED
6- PLYW'D SHT'G PER PLAN
' CALI >= O R N IA' FRAMED
ROOF
DATE:
SHEET NUMBER:
4