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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 TO VERIFY ALL
EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS
TO NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY OMISSIONS OR
CONFLICT IN THE DRAWINGS.
4. ALL NAILING TO COMPLY WITH TABLE 23-11-B-1 G.B.C.
5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND
SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS.
S. LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 15 C.F.M.
OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTI,LATON.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 2" x 6"
8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 9'
WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE
ACCEPTABLE.
9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF
70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUB/SHOWER
COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY
AFFECTED BY MOISTURE.
10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11,
NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SO. IN. OF
FLOOR AREA, AND ENCOMPASS 30" DIAMETER CIRCLE
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN
30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL.
12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR
CHANGES PER HOUR.
13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO
STRAPS (ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP AT BOTTOM
1/3 OF THE TANK).
14. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS
MAXIMUM PER FLUSH.
16. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE
PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.
16. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE
QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND
DISHWASHER, ETC..
ELECTRIC NOTES
17, RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a)
1120 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
18. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
19. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH
NEC Art. 210-8: "ALL 126 volt SINGLE PHASE, 15 AND 20 AMPERES
RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS,
OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS,
STRUCTURAL NOTES
20. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE
EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION.
21. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON
THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES.
22. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT
EXCEED 25% 1 40% RESPECTIVELY. BORED HOLES IN
BEARING/NONSEARING WALLS SHALL NOT EXCEED 40°fo/60%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE
NEARER THAN 6/8" TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
23. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE
SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE
HEADER AND TRIMMER (2320.11.6)
24. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
25.- ALL FRAMED BUILDINGS WICH ARE REQUIRED TO BE DESIGNED BY AN ENGINEER OR
ARCHITECT MUST BE SIGNED PRIOR TO SUBMISSION INTO PLAN CHECK
SHEET INDEX WALL LEGEND
(E) WALLS TO REMAIN
A-1= PLOT AND FLOOR PLAN (N) WALLS
A-2= ELEVATIONS
S-1= FOUNDATION AND FRAMING PLAN (E) WALLS TO REMOVE
SD-1= STRUCTURAL DETAILS
T-24= ENERGY CALCULATIONS
- ELECTRIC LEGEND
1 ' DOTAL OF SHEETS 5 3 LIGHT
REESES LIGHT
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ANALYSIS AREA
EXISTING S.F.R. AND GARAGE
NEW PROPOSED ROOM ADDITION
TOTAL LOT RATIO
LOT SIZE
% LOT COVERAGE
1,505 S.F.
395 S.F.
1,900 S.F.
7,347 S.F.
26 %
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Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 f 474-9162
Garden Grove, Ca
92641
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AUG 2 3 200 5 D
t� F ,
A.P.N. # 398 - 401 -11
Owner:
Mr. Adalberto Duran
Description of J••
Room
f • Addition
New i
New drm
i i
2nd. R.L. w1st R.L.
CP
1st. R.L.
N1
I
T.O.P.
1441 �
A
XN'
1W x 24" FOUN�ESS�
NORTH ELEVATION SClZxWFOUNDNENT.
_ 3/4"W— 12-0 IV (TYP)
SOUTH ELEVATION SC_ 1/41 I_WI
ASPHALT SHINGLE TO MATCH (E) S.F
1st R.L.
R
T.O.P.
W.L.
7
C3
F.L.
MATCH (E) S.F.R.
7771
[T] E7
- - - - - - - - - - - - - -- - - - - - -
T.O.P.
W.L.
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01611
oil
A
ASPHALT SHINGLE TO MATCH (E) S.F
—WOOD SIDING TO
MATCH Uri (E) S.F.R.
SC_ 1/47= 1'-0
M
ONE
ilEbT ELEVATION SC_ 1/47— 1 '-W I
1_0
-N-UM-1-01
E
T-1 E "I
2"x 6" R.R. @ 16" o(c
12
4
2' X 4' TIES @ 48' 0(c OVER C.J.
(2"x6"C.J.@16"ofcw/R-30INSUL (TYP)
7
D-1
2"x4"STUDS @16"o/c w/
R -13 INSUL (TYP)
1 34' T&G PLYWOOD
4'x 8"GIF
2'x 6"F.J. @ 16"de wl R-19
INSUL (TYP)
1st R.L.
2"X 8" RD. BD.
— ASPHALT SHINGLE TO MATCH (E) S.F.R.
12
14 /'9-*"\
Yj" DRYWALL I NT. WALL &
CEILING
SC_ 1/4"M 1'-0 IV
ATTIC VENT. CALC'S
395 S-Y.1150 = 2.64 Sq. Ft. x 144 = 380 Sq. In. REQUIRED
1.- G.I. Screened Eave Vent.
3 Holes 2" each (per block) = 9 Sq. In.
At North Side =19 x 9 = 171 Sq. In.
At East-West Side =12 x 2 x 9 = 216 Sq. In.
TOTAL VENTILATION PROVIDED 387 Sq. In.
UNDER FLOOR VENTILATION
395 Sq. Ft /150 = 2.64 Sq. Ft. x 144 = 380 Sq. Ft. REQUIRED
1211 x 6" FOUND. VENT = 72 Sq. In. Each
380172 = 6 Vents
6 Vents. x 72 = 432 Sq. In. PROVIDED
TOTAL UNDER FLOOR VENTILATION PROVIDED = 432 Sq. In.
MNNN���
rl
Marco A. Ahumada
11111 Barclay Dr.
Apt, 1
Phone
714 /470-9162
Garden Grove, Ca
92841
Description of Job:
395 Sq. Ft.
Room Addition
New MtrBdrm
New Bath # 3
PROYECTBY
SV
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
>E
zz
A.P.N. # 398
Owner:
Mr. Adalberto Duran
Ph # 714 / 543 - 9347
Description of Jo�
395 Sq. Ft.
Room Addition
New MtrBdrm
New Bath # 3
FRAMING ANCHOR TOP AND BOTTOM
OF DOUBLE STUD OR POST \
FIRE BLOCKING AT CEILING LINE
TO EXCEED 8'-W o/C
2- 2 x PLATES, SEE PLANS FOR SIZE
AND REFERENCE TO SPLICES
FOR HEADER SIZE, SEE PLAN
/ 2 x CRIPPLES AT 16" olo
NOTES / PROVIDE SIMPSON A-34 FOR 2x 4
- %STUDS AND A-35 FOR 2x 6 STUDS,
FOR NAILING SEE GENERAL EACH SIDE
1 STUD FOR INTERIOR WALLS, USE 2-2x JAMBS FOR 4x 10 AND 6 x 8
2 STUDS FOR EXTERIOR WALLS AND LARGER HEADERS
UNLESS NOTED OTHERWISE �
END POST AT PLYWOOD SHEAR
-PANEL WHERE OCCURS w/ E.N.
13 TUDS SHOWN ARE FOR INDICATION ONLY, ACTUAL LOCATION
O SUiT CONSTRUCTION REQUIREMENTS, MAX SPACING AT 16" o1c
SHEAR WALL SCHEDULE 2001 C.B.0
SILL BOLTING
MARK
WALL TYPE
SHEAR
SHEAR
ALLOWABLE
ONESIDEBOTH
SIDES
SILL NAILING
SHEAR
OF WALL
OF WALL
0 UPPER STORIES
7/8-STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6"O.C. AT TOP & BOTTOM
S, F SHEARAND No.1318, AUG. 2002) OR
N FIE4 (I 9
180 PLF
5/8"055"O.C.
5/8"027 1/2-O.C,16d
0 8-O.C.
MWALL AR 19 BELOWRT
EDGEPORT
(ICAO
3/8-PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 6-O.C. AT EDGES & 12" O.C. FIELD
260 PLF
5/8"038"0.C.
5/8"019"O.C.
16d 0 6"O.C.
fi\
TABLE 23-11-1-1 UBC NOTE 1, 9, 10 & 11 BELOW
3/8-PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD
350 PLF
5/8"026"0.C.
5/8"013"o.C.
16d CAD 4"O.C.
0
(TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW
3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD
380 PLF
5/8"026"a.C.
5/8*013"O.C.
16d 0 4"O.C.
11
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 3" O,C. AT EDGES & 12" O.C. FIELD
490 PLF
5/8"02o"o.c.
5/8"01o"o.c.
16d 0 3 1/2"0.C.
2
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
3/8" PLYWD STRUCT II OR STD SHTG WITH 8d NAILS ® 2" O.C. AT EDGES & 12" O.C. FIELD
610 PLF
5/8"016"O.C.
5/8"08"O.C.
1W 0 2 1/2"O.C.
TABLE 23—II-1-1 UBC NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
1/2- STRUCT I PLYWD WITH 10d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD
870 PLF
3/4"016"O.C.
3/4"08"O.C.
N/A
14
OVER 3X STUDS TABLE 23—II-1-1 UBC NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
HOWN
1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A g, USE 2 1/2" x 2 1/2" x 3/16" PLATE
BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES WALL AND NAiL SPACING IS LESS THAN 6 "O.0 ON WASHERS.
9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES EITHER SIDE, PANEL JOINTS
SHALL BE OFFSET TO FALL
11, 12, 13, & 14. ON DIFFERENT FRAMING
MEMBERS OR FRAMING SHALL 10, USE CDX. CC OR STD SHTG IN LIEU OF
BE 3- INCHES NOMINAL OR THICKER & NAiLS ON STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL
BE
2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED EACH SIDE SHALL BE STAGGERED, DOUGLAS FIR. OTHER SPECIES MAY REQUIRE
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF
CHANGES.
BOLTS. (I.E. HALF THE O/C SPACING) 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE
5/8" X 10" A.B.'S 0 48"O.C. UNLESS OTHERWISE 11. AT EXISTING FOOTINGS USE SIMPSON EPDXY
3. USE 3X PRESSURE TREATED DOUGLAS FIR NOTED ON PLANS.
BOLTS PER SCHEDULED SiLL BOLTING,
EMBEDED
SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY.
8", PER iCBO #25279 WITH SPECIAL INSPECTION.
8. ALL INTERIOR BEARING
AND NON BEARING
FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O.C.
4. PAPER BACKED SELF FURRING EXPANDED METAL & 48"O.C. RESPECTIVELY:
I.E. HiLTI ICBO REPORT
LATH WiTH ICBO APPROVAL
No.2388, NOV 1995 OR RAMSET/REDHEAD iCBO
5. FRAMING AT ADJOINING PANEL EDGES SHALL BE REPORT No.1639, DEC
1995
3-INCH NOMINAL OR WIDER & NAILS SHALL BE
STAGGERED.
STRUCTURAL NOTES
CONCRETE
3: GRADE
JOIST, PURLINS 2" TO 4' WIDE, 6 & DEEPER No. 1
BEAMS, PURLINS OVER4"WIDE No.1
1: ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
SUBPURLINS 2" TO4" WIDE, 6 & DEEPER No, 1
TYPE (160'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO
LEDGERS No. 2
STUDS 2" x 4" OR 3' x e STUDS
ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 "%
STUDS 2" x 6" No. 1
2- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM
POSTS 5' x 5" AND LARGER No. 1
SILLS, PLATES AND BLOCKING No. 2
C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301.
3: CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
4: SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48, OF
CONFORMING TOASTM C-150.
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED
TO THE FOUNDATION WITH 5/8' DIAMETER x 10" LONG BOLTS AT 48' ON CENTER 12"
4: MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 26 DAYS FOR:
MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, iNLESS OTHERWISE NOTED.
FOOTINGS 2,500 PSI
5: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
SLAB OR GRADE 2,600 PSI
WALL WiTH 6/8" ANCHOR BOLTS A7 24" 01C,
SIDEWALKS 2,000 PSI
B.- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16' OIC WITH SM' GYP. BOARD
1
Joist to Sill or girder, toe nail
3-8d
6- MAXIMUM SLUMP SHALL NOT EXCEED 4'.
EACH SIDE, UNLESS OTHERWISE NOTED.
2
Bridginggridging to joist, toe nail each end
2-8d
6, CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT -IN BRACES A7
ENDS AT INTERVALS NOT EXCEEDING 26 FEET 0!C UNLESS OTHERWISE NOTED ON
$
1 "X 6"25 mm X 152 mm subfloor or less to each 'Dist, face nail
2-$d
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED,
PLANS, BRACES SHALL COVER AMINIMUM OF SIX STUD SPACES.
4
Wider than 1" x 6" 25 mm x 152 mm subfloor to each joist, face nail
3-8d
7,- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
8: COMMON NAiLS SHALL BE USED.
5
2" 51 m m subfloor to joist or girder, blind and face nail
2-16d
SECURELY CONCRETE IS
CLEANOUTSFSHALL E E iPROVIDED N THE FORMS
BOTTOMEOF CONCRETE FORMS DFORDEQUATE PROPER
9.- FIRE BLOCKING 2" x 1 1/x " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND
6
Sole plate to joist or blocking, typical face nail
16d @ 16" a/c
CLEANOUT AND INSPECTION,
FLOOR LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT
Sole to 'Dist or blocking, at braced wall
16"
3-16d
SUPPORTS.
plate panels
per
8: VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
7
TO late to Stud, end nail
2-16d
OUTLINED INPORTLANDCEMENT ASSOCIATION SPECIFICATIONS ST-26.
10- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT
INTERVALS OF8'WHEREJOISTS ARE 2"x12"OR DEEPER.
8
Stud to sole plate
4-8d, TOE NAIL, or 2-16d, END NAIL
9: EXPOSED CORNERS COLUMNS, BEAMS, WALLS, ETC, SHALL BE FORMED WITH'/e "
CHAMFERS UNLESS DETAILED OTHERWISE.
II. MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
9
Double studs, face nail
16d 24" o/c
2" x4" @ 16"O/C UP TO 14'-0"
10
Doubled top (?fates, typical face nail
16d 16" o/c
o/c
10: CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO
THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2" x 6" @ 16" 01C UP TO 20'-0"
2"x8' @ 16" 01C UP TO 26'-0"
Doubled top plates, lae splice
8-16d
1 I.- NOWATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 ° F.
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS,
11
Blocking between joists or rafters to top plate, toenail
3-8d
12: WIRE MESH LAP (END & SiDE) MALL BE ONE FULL MESH -2
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32' AND A MAXIMUM 1/16"
12
Rim joist to top plate, toenail
8d 6" o/c
LARGER THAN THE BOLT DIAMETER.
13
To plates, laps and Intersections, face nail
2-16d
PLYWOOD
REINFORCING STEEL
14
Continuous header, two pieces
16d 9, 16" o/c along each edge
1 : PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-96 AND SHALL BE STAMPED
WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED
1.- REINFORCING STEEL SHALL E INTERMEDIATE GRADE DEFORMED BEARS AS
15
Ceiling joists to late' toenail
'
3-8d
OTHERWISE ON THE PLANS.
FOLLOWS:
16
Continuous header t0 stud, toenail
4-8d
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
2: EACH SHEET SHALL HAVE AMINIMUM AREA OF 8 SO. FT. WITH A MINIMUM DIMENSION
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
17
Ceiling joists, laps over partitions, face nail
3-16d
OF 2 FEET.
#4 BAR AND LARGER_ ASTM A- 616 GRADE 60
18
,Ceiling oists t0 parallel rafters, face nail
3-16d
3: SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
2: DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A 305 AND
19
Rafters to late, toenail
3-$d
AND APPROVED BEFORE COVERING,
BENDING IN ACCORDANCE WITH ACI-WS-95.
20
1" 25 m m brace to each stud and plate, face nail
2-8d
FOUNDATION NOTES
3.- MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
21
1" X 8„ 25 mm X 203 mm sheating or less to each bearin , face nail
2-8d
I. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING
NOT EXPOSED 7O WEATHER OR EARTH 1" EXPOSED TO WEATHER 1 f: "
22
Wider than 1" x 6" (25 mm x 152 mm) sheating to each bearing, face n; 3-8d
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSER
28
Built-upcorner studs
16d 24" o/c
CONTINUOUS FOOTING 1,000 P.S.F.
PILASTER, & C COLUMN TiES I 'X "
BEAM BEAM
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
20d @ 32" O/c topand bottom and
ISOLATED FOOTING i,000 P.S.F.
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3'
SLAB ONGRADE 2-
24
Built-up girder and beams
staggered 2-20d @ ends and @ each splice
2- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL
OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED
4.- SPLICE IN CONCRETE:
OTHERWISE.
MINIMUM OF 36 BAR DIAMETER OR 17 WiCHEVER IS GREATER.
25
2" blanks
2-16d @ EACH BEARING
3: ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
5: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND 1-82.
OTHERWISE NOTED.
4: FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
6- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-
95
5.- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT
7. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC, SHALL BE SECURED
PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL,
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
STATE AND LOCAL SAFETY ORDINANCES.
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM AV615
6- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
GRADE 60.
AND/OR SHEDULES,
9: ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
7: ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS
10- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
(U,N.O.)
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE
8: ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
MORTAR.
SHALL BE REMOVED AND RELOCATED.
It.- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD
9- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE
BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE
WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2
HORIZONTAL TO 1 VERTICAL SLOPE) :HALL BE SLEEVED THROUGH CONCRETE CAST -IN-
12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE
PLACE AT THE FOUNDATION POUR.
DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY iNIDICATED,
10, FOUNDATIONMAY BE SUBJECT
10- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
PROVIDE CLASS'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY
SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
CONDITIONS,
FABRICATION,
LUMBER
13- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSi.
1: ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
DIVISION 23 (2001 C.B.C).
14: CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN i" NOR
1 BAR DIA NOR 1x MAX AGRAGATE SIZE.
2: RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
A - 35 @ 16" o/c (Alt)
Y" Drywall Int. wall & Ceiling
PLYWOOD PER ^ `
ffff""a Sof �0,
SECTION X @ HIP
2" x RAFTER PER PLAN
O PLAN
10
m
Roofing material o/ 15# Felt & Y2"
C.D.X., 24%o Plywood
2" x Roof Rafters per plan
3 Holes 2" each G.I. Screen'd Eave
Vent.
2" x Ceiling Joists per plan w/
R -30 insul.
2" x Blocking w/ 3-16d per block &
5-16d @ Rafter lie
2- 2" x4" Double Top Plate
2" x 4" Studs @ 16" o/c w/ R-13
Insul (Exterior)
Exterior Finish
««« -
M
I.��dIY�7�d:i5T_Rl
14 '16d T.N. PER SCHED
BM. PER PLAN
SECTION X @ VALLEY
---..____..__HIP SM OR VALLEY BM. PER PLAN
EXTERIOR FINISH ---
2" x 4" SOLE PLATE
WEEP SCREED
2" x BLOCKING —
A-35 @ 16" o/c
2" min. OF STEM^' I.� ! — -----
2 -16d T.N. @ 2" x 4" RAFTER
3 -16d T.N. Q 2" x 6" RAFTER
4 -16d T.N. @ 2" x W RAFTER
2' x RAFTER PER PLAN 5 -16d T.N. 0 2" X IM RAFTER 2
2 X RIDGE BOARD
ST 2115 @ 4W o!c B.N.
IN LIEU OF 2" x 4" TIES
PLYWD ROOF SHTG PER PLAN
2" x 4" TIES @ 48"o!c
OVER C.J.
R.R, PER PLAN
3 -16d (M)
+{*
C.J./ TIE PER PLAN wl R
INSUL
Plywood Shaatinn mr nian
2 x Rafter "California" Framed
'w/16d@6'01C
NOTE: in Lieu of 2 x Blocking nail 2 x Shaped w/ 2-16d ea Rafter
PLYWOOD SHEATING PER
. .
I 2" x BLOCKING @ 48" olc
FIRSTBAYONLY
2" x 4" BLOCKING wl 16d @ 8" o1C
or A-35 @ 24" o(c
SHEAR WALL @ CRIPPLE WALL
WALL FINISH PER PLAN -�
2" x SHAPED w/ 16d @ 16" o/c__
I�
(N) 2 x 6 C.J.
(E) 2 x BL.K'G
A-35 @ 24"t
CALIFORNIAE
CONT @
.•
1 whwo
—';
e. #. .
�r
I
I%
6" min. 7°
=11I=1 I 6"
12" One Story
15" Two Story 6"
2" x 4" STUDS @ 16" o1c
wl R-13 INSUL (EXTERIOR)
V4" T & G PLYWOOD OR BLOCKED
2" x 6" F.J. @ 16" o/c w/ R-19 INSUL
2" x 4" P. MUDSILL w/ Ve DIA
x 10' L.1 A.B. & MUDSCREED
w/ 2" x 2" x N16" WASHERS
18" min. @ 4W o/c
12" One
15" Two
I 1 _ 12" One StO — -- # 4 REBAR TOP & BOT
I & Two Story
FULL DEPTH BLOCKING
2" x 6" FLOOR JOIST @ 16" o%w/ R-19 INSUL
a" T & G. PLYWOOD
CXXX� X.%`�C;t.X.XJ
P.B. 44 4" x 8" GIRDER
18" min. 1, 4" x 4" POST (AS REQUIRED)
49"-,k----- ``- 6" x 6" x 2" P.T. BLOCK
CONC PIER
18" Sq.
SCHEDULE
3112"
TYPE
SSTB #
SSTB #
CAPACITYWI
1-POUR
2-POUF
4 x 4 min.
Poet per plan
2" x Stud FilterPHD2-
16
20
3,610
(4 x min)
SDS3
HD2A
16
20
2 775
Fasteners per mand
HTT16
16
20
3AW
HD6A
16
20
4,010
Simp Hoidown
PHD5A-
per plan (PHD
g own)
SDS3
20
24
4,600
HTT22
24
6,175
PHD6-
SDS3
28
34
61860
HD6A
28
34
6,105
2x, 2 - b(
HD8A
28
34
7460
Le Simpson or 3 x per plan
HD10A
28
34
9,640
Min
SSTB
HDCXI-
3"
Per Schedule
SDS3
28
34
8,326
Note: Concret Stem Walls shall be.
Note: For Raised Foundation use SSTB for two pour system
6" min widht for V diam Anchors
and extend bolt
beyond sill plate above flax sheeting or use
8" min widht far %" diam Anchors
Simp. CNW Coupler for Bolt Extension.
3 )
8" min for conc block
PHD or HD PER PLAN &
SIMPSON CATALOG 4 x 4 POST MIN
DRILL HOLES Y16" LARGER EXIST OR
NEW SiLL
THAN BOLT DIAM. m A rc
0
EXISTING FOOTING
THREADED ROD w/ EPDXY I.C.B.O.
# 5279 CITY OF L.A. R.R. # 25279 w/
SPECIAL INSPECTION
Note;'
SCHEDULE
TYPE
"D"
THIRD ROD
(diam)
_
Allow Tensile
Load
(See Note 1)
PHD2-
SDS3
12"
3,610
"
s"
>75
HTTIB
1
a
,48
HD5A
12"
"
4,010
PHD5A
SDS3
12"
a/"
4,685
HTT22
12"
/"
5,250
SDS3
15"
1"
5,860
HD6A
15"
a"
5,105
HD8A
15"
/6"
7,460
HD10A
15"
a"
9,540
HM
SDS3
15"
%"
8,325
1: Concrete= f c=2,000 P.S.I. min.
2. For Raised Floor, use Longer Bolts to extend
above Floor sheating
6" 18" min.
Existing Slab New Slab
* NO Special inspection is
required for epoxy in this
aplication
Drill %a" 4 diam hale fill w/ epoxy # 4 Rebar Dowels @ 187 o%
grout & insert dowell alternate; use
Yz" redheads & thrd'd rod Reber Doweiis same size
& spacing as footings
Drill Slant holes ,116" over dia of bar, ExISt'g New Raised Floor
fill w/ epoxy grou 6" 24" min
_.-..-.-.-.-_-.-._-........._ --- .-._
V LC.B.O. # 5279, I.C.C. REPORT 5279
2" x 4" SOLE PLATE
2" x F.J. PER PLAN
NOTES:
LOADS MAY NOT
BEiNCREASED
FOR SHORT
TERM LOADING
A MUDSILL ON TOP
OF GH IS REQUIRED
TO ACHIEVE THE
TABLE LOADS
GiRDER PER PLAN
12" min /
GIRDER HOLDOWN PER PLOD
* N.E.R. 443, L.A. R.R. 25149
V � �-1 l 1=! j l-1 I=i1
111 } 11=11 l— 11=111=
=�lA 1
(E) OR NEW 2" x STUDS WHERE OCCURS
2" x BLOCKING
/ , (E) 2" x F.J. WHERE OCCURS
' 2" x 4" P.�. MUDSILL Wf %" DIA
x 10" L. A.B. & MUDSCREED
w/ 2" x 2" x 3ta" WASHERS
18" min. @ 48" O/c
r
Owner:
Adalberto Duran
P 1 I • /
Description of is
395 s
o Addition
New MtrBdrm
New Bath
Duran`s Addition, Aug, 41 2045
DOW
161.7 Trinidad ItVa Santa ,Ana; Ga 927Q1
y
f
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 1470-9162
Garden Grove, Ca
92841
U
Adalberto Duran
'� " f f • f f
f Sq. Ft.
Room Addition
New MtrBdrm
New Bath # 3