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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 2341-13-1 G.B.C.
6. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND
SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS.
6. LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 16 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 8"
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 SQ. 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 6 AIR
CHANGES PER HOUR.
13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORGES, PROVIDE TWO
STRAPS (ONE STRAP AT TOP 113 OF THE TANK AND ONE STRAP AT BOTTOM
113 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 210-62 (a)
"20 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, 16 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 BEARINGINONBEARING WALLS SHALL NOT
EXCEED 26% 1 40% RESPECTIVELY. BORED HOLES IN
BEARING/NONBEARING WALLS SHALL NOT EXCEED 400/o/60%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE
NEARER THAN 5/8" 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.
!
WALL LEGEND
SHEET INDEX
(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
E G-1= GARAGE PLAN
T-24= ENERGY CALCULATIONS
ELECTRIC LEGEND
TOTAL OF SHEETS= 6
LIGHT
REESES LIGHT
0
AC�EPTEI) FOR CONSTRUCTION
E 96
'
FLUOR LIGHT
-t\i-I,-/' J
SE ! RATE PERMITS ARE REQUIRED FOR
OUTLET 110 VS
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TMECHANICAL PLANS
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This sat of plans and specifications Must be kept on ft job
OUTLET 110 V GFI/ WP
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t all times and it is unlawful to Makeany ChangeS Of
INTERRUPfOR
C I t
alteration 9 without permission
City of Sapta Ana.
FL OOD ZONFL
SMOKE DETECTOR
FO
1
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
Room Addition
1Relocate Existing
CITY,OFSANTAAMA
Dole, I
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�_6_ ..
6t To The Following
I G
-Planning t
I.'T
� ire Depeartment
I P011ce, Department
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f
Pub'1101010rks Agency
--
Grading Permit
County r
'yCal/OSHA
74,
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t,,f ,
EXISTING S.F.R.
NEW TWO. CAR GARAGE
NEW PROPOSED ROOM ADDITION
TOTAL LOT RATIO
LOT SIZE
Deparkm
M/o LOT COVERAGE
1,011 S.F.
441 S.F.
1,142 S.F.
2,594 S.F.
6,750 S.F.
38 %
to create
NewFam. Rm
Two New u
Two New Baths,
New Relocated
Bedroom # 3,
New Lau Rm
+$c
New Fam. Rm.
8c
New 441 Sq. Ft,
Two Car Garage
M
1st. R.L.
2nd, R.L.
T.O.P.
W.L.
00 r
00 (0
ASPHALT SHINGLE TO MATCH (E) S.F.R.
24" DIAM. DORMER
w/ Y4" CORROSION RESISTANT
METAL MESH COVERING
F-71
P,
I ,
STUCCO
TO MATCH
(E) S.F.R.
F.L.
-- - - - - - - - -
F.G.
12" x 6" FOUNDATION VENT. (TYP)
w/ Y4" CORROSION RESISTANT METAL NORTH ELOEVATION
MESH COVERING
T.O.P.
W.L.
oo
ED
zID
80 1
1,
F.L.
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IL
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12
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ASPHALT SHINGLE TO MATCH (E) S.F.R.
Lj
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6
24" DIAM. DORMER
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12 METAL MESH COVERING
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Er
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12
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ir-F
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6
12
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(E)S.F.R.
12" x 6" FOUNDATION VENT, (TYP)
wIY4' CORROSION RESISTANT METAL
MESH COVERING
EAST wELEEVATION SC= Y4"= I *-Ww
- - - --- - - - - - - - --
_�j
STUCCO
TO MATCH
E}S F R
T1,
12" x 6" FOUNDATION VENT. (TYP) 18" x 24"
WY4" CORROSION RESISTANT METAL FOUNDATION ACCESS
MESH COVERING
W.L.
1st, R.L.
T.O.P.
0 0 0
ASPHALT SHINGLE TO MATCH (E) S.F.R.
12
6
F
2" x 4" TIES @ 48" o/c w/ 3-16d
00
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F. L,
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2" x 8" C.J. PER PLAN w/ R-30 INSUL
1st. R.L.
RG.
ATTIC VENT. CALCS
X
1.- ATTIC VENT
12 x 30" = 360 x 2 = 720 Sq. In. PROVIDED
2.- DORMER 24" DIAM.
3.1416 x 14412 = 226.19 Sq. In.
2 x 226 = 452 Sq. In. PROVIDED
TOTAL VENTILATION PROVIDED 1,172 Sq. In.
1,142Sq. Ft/150=7.6lSq. Ft. xl44=1,096Sq. Ft. REQUIRED
12" x 6" FOUND, VENT = 72 Sq. In. Each
1,096/ 72 = 16 Vents
18 Vents. x 72 = 1,296 Sq. in. PROVIDED
TOTAL UNDER FLOOR VENTILATION PROVIDED = 1,296 Sq. In.
2" x 6' R.R. PER PLAN
12
6
Y2" DRYWALL I NT WALL & CEILING
2" x4' STUDS @ 16" o/c w/ R-13 INSUL (TYP)
2"x6F,J.@16"o/c w/R-19INSUL(TYP)
2
S OECTION A D-1 SC= Y4,w= 1*-Or
tip- 7
o`'
Marco A. Ahumada
11111 Barclay Dr.
Apt. I
Phone
714 470-9162
Garden Grove, Ca
92841
1
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40
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3
3
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im1
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NEW CONCRETE
L= 7'-O"
%" CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS @ 6"
EN/BN . 8d @ 10" o/c FIELD. PROVIDE ROOF RADIANT
BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFINO MATERIAL
ASPHALTH SHINGLE CLASS'B' OR BETTER TO MATCH
(E) S.F.R. W/ # 15 FELT UNDERLAYMENT
ROOF VALLEY FLASHING HAS TO BE
GALAVNIZED SHEET METAL (28 GAUGE min)
ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS.
D-
f 1 Qo
L= 7'-0" p� +
12 I 12 � / U,
-1 j sD-1 y 1
1 TYP i 2 i s. f3 ..
1 ! D-1TYP
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ILA
f j j at, L= 12-0'
2" 8" F.J. 16" o1C 1 2" z 6" F.J. 16" O1e 2" x 6" F.J. @16" o/c ' C
(TYP) � (TYP) to (TYP)
1
j w I- OSr x
D 1 /Y I tz
4
18" Sq. x 18" Dp cyP
3 i ( CONC. PAD �O 22" x 30"
1 -1 i (TYP) ;' I ATTIC ACCESS
Wi
L= 6'- ' r j o0 co 24" x 18" I I 9 L= 6'-0"
1 j 1 12 i i�; FOUNDATION ACCESS re 1 j ( Otijt 9 SD 1
`z y� 5D-1 h� T �f) f i SD 1
t7 L= 4�_O ci O L= 8'-0" DD
Z• y Z j O- [ L= 4 -O" L= 8 Q` 4 x 4 R
i ;_ ,� ✓ i i ��- - -
p �:o D
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/i / i/ 2" x 8" C.J. t @ 12" o/c j (TYP) / D-1
L= 6' „y '%a "%% Y — _ — — - - -- -- '(' L= 6'-0" l
i ',
24"' x 18" �
D y I rt I � I CRAWL HOLE 1, t 1 /, q4 ® A
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/ q �R" NEW CALIFORNIACALIFORIiA FRAMING/
. / ' - __ _ — _/ f __ _._ ._._ ,_._ , f ii % ✓ 7 ', / /_'�.� ,
L= 4'- ' V j ; / ,! ✓ -f�� — �� _. _.- 9 L= 4'-0" 2" x 6" R. R. 12" otc TYP :� „
f
' C� (TYP) 2" x 6" RA. @ 12 ; o/C (TYP)
L= 4'-0" Q yQ L= 4 -O"
h W I W!
i
1: (TYP} co j (TYP) 00 TYP} as j (TYP) i ; ! l � I
2" x 6" F.J. 16" O/C 0 2" x 6" F.J. 16" o1C c9 2" x 6" F.J. @16" O/C O 2" x 6" F.J. 16" o/C
( Y F
X I X�
( D-1 D-1 a I l i
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9 L= 4' 0" D-1 .ca �'=a v
L- 4 X 1 Oho`# I G�D`� 9'-O" ys,
.�. 'C�' „ pOa� L= 9'-O"
54 " 9XV P.S.L. E.R.4979 I 1
SIMP. ST 6224 @ TOP PLATE
✓ ✓ ✓ /
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FOUNDATION
FLOOR SHEATINO
%4 " T&G PLYWOOD w/ 1 Od @ 6"o/c EN/BN & 1 Od @ 10" o/c FIELD (P.1=32116)
FOUNDATION NOTES:
DOUBLED JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS
PIPES, DUCTS AND OTHER NONSTRUCTURAL CONSTRUCTION SHALL NO
INTERFERE WITH ACCESSIBILITY TO OR WITHIN UNDERFLOOR AREA
FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE
WASHER UNDER EACH NETT, THEN TS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THEWALL FRAMING. M 1), E rjd�j
HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED
PLATE WASHERS, HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING
THE WALL FRAMING
E
EXISTING FOUNDATION f fy / /f /' /_' NEW FOUNDATION
/Z7
CALIFORNIA FRAMING
11 rd1 �r
SDA 0
4" x S. HDR I
/ I I
I �
8
1 j 1
I
1
X 8" C.J. @ 16" 01C
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!
4' x 4" HDR I x 4" x "HDR
.02
I
2" x 8 C.J. j a@ 16" o/c (TYP)
,
L=
L=
I i 05�
Pik
s
' L= 4'-O�a 4' x 6" HE R Q= L= 4'4' O�
A
O j �'= c� +,
a; 0 9 p} 7 9
SD-p}
j x 1 A
a;
i�
-t�
X
SIMP. ST 6224 @ TOP PLATE
j (E) 4" x HDR
ROOF RAM 1 N G PLAN SC= Y4 w= -I W.W9
0
PROYECT BY
•AA�
-Y
e
Y
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
•
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1
1
mom
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A.P.N. , !•
Owner:
Mr. Javier Garcia
P i
Description of ••
1142 •
Room Addition
Relocate•
Bdrm ♦ to
create
• New :!
• New Baths,
New Relocated
i • • '
New Lau Rm
New Fam ri►
s
New
441 Sq.
• CarS�i
Garage
N�
STRUCTURAL NOTES
CONCRETE
1: ALL CONCRETE N U LESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE 150 *CU FT AG S SHALL
RELATE H LL BE NATURAL SAND AND ROCK CONFORMING TO
ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERISITCS OF LESS THAN 0.05 °!a.
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 BLOW 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 4".
6: 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 BE ASSURED,
T- 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,
B: 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 WITHf�"
CHAMFERS UNLESS DETAILED OTHERWISE.
10: CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO
THEARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THEWORK.
1 i- 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
1: 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 SQ. FT. WITH A MINIMUM DIMENSION
OF 2 FEET.
3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDU LE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
1 - FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DO!L 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.
2: 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
AND/OR SHEDULES,
T- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS
(U.N.O.)
8: ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
SHALL BE REMOVED AND RELOCATED.
9- 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 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -
PLACE AT THE FOUNDATION POUR.
14- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS,
LUMBER
1- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
DIVISION 23 (2001 C.B.C).
2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO, UNLESS OTHERWISE NOTED
3: GRADE
JOIST, PURLINS 2"T04"WIDE, 6 & DEEPER No, 1
BEAMS PURLINS OVER4"WIDE No, 1
SUBPURLINS 2" TO4"WIDE, 6 & DEEPER No. 1
LEDGERS No.2
STUDS 2"x4"OR3"X4" STUDS
STUDS 2" x 6" No. 1
POSTS 5'" x Y AN D LARGER No. 1
SILLS, PLATES AND BLOCKING No. 2
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 5/8' DIAMETER x 10° LONG BOLTS AT 48" 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" O/C.
6- ALL NON BEARING STUD WALLS SHALL 2" x STUDS AT 16" O/ WITH 5/8" GYP. BOARD
BE C
EACH SIDE, UNLESS OTHERWISE NOTED.
7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT -IN BRACES AT
ENDS AT INTERVALS NOT EXCEEDING 25 FEET O/C 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 10' 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 2" x 12" OR DEEPER,
11: MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2" x 4" @ 16" O/C U P TO 14'-0"
2" x 6" @ 16" O/C UP TO 20'-O"
2" x 8" @ 16" O/C U P TO 26'-O"
12: PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1116"
LARGER THAN THE BOLT DIAMETER,
REINFORCING STEEL
1.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS .—
FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
# 4 BAR AND LARGER ASTM A- 615 GRADE 60
2: DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
BENDING IN ACCORDANCE WITH ACI-318-95.
3.- MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TOWEATHER OR EARTH
1"
EXPOSED TO WEATHER
1 X.
EXPOSED TO EARTH
2"
PILASTER, BEAM & COLUMN TIES
1 '%
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 1 Z WICHEVER IS GREATER.
5: WELDED WIRE FABRIC SHALL CON FORM TO ASTM A-185 AND 1-82
6.-ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF AGI 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-615
GRADE 60.
9: ALL REINFORCING BAR BENDS 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 EMBEDED IN CONCRETE SHALL NOT BE FIELD
BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE
WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
12,-ALL 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.
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BYWCRSI.
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1" NOR
1 BAR CIA NOR 1xMAX AGRAGATESIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS !N FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
is
1
Joist to sill or girder, toe nail 3-8d
2
Bridging to joist, toe nail each end 2-8d
3
1"x 6" 25 mm X 152 mm subfloor or less to each joist, face nail 2-8d
4
Wider than 1" x 6" 25 mm x 152 mm subfloor to each -gist, face nail 3-8d
5
2" 51 m m subfloor to joist or girder, blind and face nail 2-16d
6
Sole plate to joist or blocking, typical face nail 16d @ 16" o/c
Sole plate to joist or blocking, at braced Wall panels 3-16d per 16'
7
Top plate to stud, end nail 2-16d
8
Stud to sole plate 4-8d, TOE NAIL, or 2-16d, END NAIL
9
Double studs, face nail 16d 0 24!o/C
io
Doubled top plates, typical face nail 116d @ 16" o/c
Doubled top plates, lap splice 8-16d
11
Blockinci between joists or rafters to top plate, toenail 3-8d
12
Rim joist to top plate, toenail 8d @ 6" o/c
13
Top plates, laps and intersections, face nail 2-16d
14
Continuous header, two pieces 16d @ 16" o/c along each edge
15
Ceiling oists to plate, toenail 3-8d
16
Continuous header to stud, toenail 4-8d
17
Ceilinq joists, laps over partitions, face nail 3-16d
18
Ceiling joists to parallel rafters, face nail 3-16d
19
Rafters to plate, toenail 3-8d
20
1" 25 mm brace to each stud and plate, face nail
2-8d
21
1" x 8" 25 mm x 203 mm sheating or less to each bearin2, face nail 2-8d
22
Wider than 1" x 6" 25 mm x 152 mm sheating to each bearing, face ni3-8d
23
Built-up corner studs 16d 24" o/C
24
Built-up girder and beams
20d @ 32" a/c top and bottom and
staggered 2-20d @ ends and @each splice
25
2" Planks 2-16d EACH BEARING
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
MARK
WALL TYPE
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
SHEAR
WALLS
WALLS
UPPER
STORIES
7/8" STUCCO OVER PAPER BACKED LAT WJ16 GA STAPLES @ 6" 01C @TOP & BOTTOM
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (ICBO
180 PLF
518 @ 55" OIC
5/8 @ 55" O/C
16d @ 8" 0/C
No. 1318, FEB, 1973) OR ( ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6" OIC @ EDGES & 12" 01C FIELD
260 PLF
518 @ 38" OIC
518 @ 38" O/C
16d @ 6" OIC
(TABLE 23-11-1-1 U.B.C.) NOTE 1,9,10 & 11 BELOW
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD
353 PLF
5/8 c@ 26" OiC
518 @ 26" O/C
16d @ 4" O/C
TABLE 23-11-1-1 U.B.C. NOTE 1, 6, 9, 10 & 11 BELOW
3/8" PLYWD SRUCT li OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" 01C FIELD
38{� PLF
5/8 @ 26" O/C
518 @ 26" OIC
16d @ 4" O1C
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 315, 6, 9, 10 & 11 BELOW
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3"O/C @ EDGES & 12" 01C FIELD
490 PLF
5/8 @ 20" 0/C
518 @ 20" O/C
16d @ 3
TABLE 23-11-1-1 U.B.C. NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
1/2" OIC
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD
616 PLF
518 @ 16" O/C
518 @ 16" O/C
16d @ 2
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
1/2 01C
1/2" STRUCT (PLYWD WITH 10d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD
870 PLF
3/4 @ 16" O/C
314 @ 16" 010
N/A
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 &
14
2.- WHERE SHEAR WALL SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (LE. 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 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'OIC 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 5/8" x 10" A.8's @ 48" O/C UNLESS OTHERWISE NOTED ON PLANS
8.- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS @ 32" O/C & 48" O/C RESPECTIVELY: I.E. OZARK # H-67 ICBO REPORT 1280, MAY 1967
9.- USE 2 112 x 2 112" x 3116"PLATE WASHERS
10.- USE CDX CC OR STD SHTG IN LIEU OF SRUCT It PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES.
11,-AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 7 1/2"
12- USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N.
13,-AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL.
14.- ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW.
15.- ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW PER HOLDOWN SCHEDULE TO THE LOWER LEVEL OR TO THE FOUNDATION,
Plywood Sheating
2- 16d ea 2" x 4" -
2 x Blk'g @ 48" o/c First Bay Only
2" x 4" Cont. Blocking w/ 16d
$ or A-35
@ @ 32" o/c
O
O
10
ST 2115 @ 48" ote
IN LIEU OF 2" x 4" TIES
2" x 4" TIES @ 48" o/c
Plywood shpatina rw nlan
2 x Blockir
1" x 6" Starter Board (Shiplap)
2" x 4" Flat lookout @ 32" o/c Notch in
to
nta
First Rafter
f E.N. 2- 2" x 4" Dbl Top Plate
2'" x 4" Studs @ 16" o/c w/ R - 131nsul
2 X RIDGE BOARD
INSUL
MAINTAIN MIN 4-16d @ 48" otc MAX
8d @ 6" o/c
ROOF SHTG PER PLAN
R.R. PER PLAN
BM. PER PLAN
(E) C.J. AS OCCURS -�
ti (E) R.R. / j (E) WALL TO BE REMOVED
SIMP. U OR U2 HANGERS DIRECTLY
TO BM/ ADD 2 x BLCWG IN BET AND
3-16d TO BM
REAM PER PLAN
2 x Rafter "California" Framed
NOTE: in Lieu of 2 x Blocking nail 2 x Shaped w/ 2-16d ea Rafter
2" x 4" SOLE
2" x F.J. PER PLAN
NOTES:
LOADS MAY NOT
BE INCREASED
FOR SHORT
TERM LOADING
A MUDSILL ON TOP
OF GH 1S REQUIRED
TO ACHIEVE THE
TABLE LOADS
GIRDER PER PLAN -
GIRDER HOLDOWN PER F
N.E.R. 443,E R R.R.25149
12 ll li
(E) OR NEW 2" x STUDS WHERE OCCURS
` 2" x BLOCKING
f (E) 2" x F.J. WHERE OCCURS
\2" x 4" P.T. MUDSILL w/ 5/�' DIAM.
18" min. x 10" L. A.B. & MUDSCREED
w/ 2" x 2" x 3/16" WASHERS
j @ 48" olc
i 2" x 4" STUDS @ 16" o/c
EXTERIOR FINISH �- w/ R-13 INSUL (EXTERIOR)
Q�,5
T & G PLYWOOD OR BLOCKED
2" x 4" SOLE PLATE
i � 2" x 6„ F.J. @ 16" o/c w/ R t -191NSUL
WEEP SCREED
l
2" x BLOCKING
i
A-35 @ 16" olc 9TxA ;�X ti �� w
6" min. 7„
I 2 x 4" P.T. MUDSILL
5 "
-� p 18'" min.
w( DIAM.
{ x 10. L A.B. & MUDSCREED
w/ 2" x 2" x 16" WASHERS
@ 48" ole
12" One Story_- -- _ -- -- ' -_
1 = _ _ -_I
- -
I_I I__I l i_ I I_ �I -- i_ _ 1 1 II.III—Ili—�Il 1i l
15" Two Story 6 3" CI ` - ! (=1 �I=111=
12" One Story #4 REBAR TOP & BOTT
15' Two Story i
2" x 6" FLOOR JOIST @ 16" ole w/ R-19 INSUL
Ir--- %a" T & G. PLYWOOD
P.B. 44 - 4" x 8" GIRDER
18" min. _ - 4" x 4" POST (AS REQUIRED)
12" 6" x 6" x 2" P.T. BLOCK
O
Post per plan
(4 x min)
Fasteners per manuf.
Simp Haklown
per plan (PHD
x Stud Filler
CONC PIER
18' Sq.�
SCHEDULE
TYPE
SSTB #
SSTB #
CAPACITY w/
PHD2-
SDS3
"OUR
16
2-POUF4
20
x 4 min.
3,610
HD2A
16
20
2,775
HTT16
16
20
3,480
HD5A
16
20
4,010
PHD5A-
SDS3
20
24
4,600
HTT22
24
-
5,175
PHD6-
SDS3
28
34
5,860
HD6A
28
34
5,105
HDBA
HD10A
28
28
34
34
7,460
9,540
HDQB-
SDS3
28
34
8,325
�2x, 2-2x
Le %' or or 3 x per pin
1�3-
SST8
c!r min. Per Schedule
Nate: Concret Stem Walls shall be: Note: For Raised Foundation use SSTB for two pour system
6° min widht for %" diam Anchors and extend bolt beyond sill plate above floor sheating or use
8" min widhtfor �" diam Anchors Sirnp. CNW Coupler for Bolt Extension.
8" min for cone block
** PHD or HD PER PLAN & r
SIMPSON CATALOG - ` 4 x 4 P ST MIN
DRILL HOLES Y16" LARGER EXIST OR
NEW SILL
THAN BOLT DIAM. I PLATE
EXISTING FOC
THREADED ROD w/ EPDXY I.C.B.O.
# 5279 CITY OF L.A. R. R. # 25279 w/
SPECIAL INSPECTION
Notes:
1.- Concrete= fi c=2,000 P.S.I. min.
2.-For Raised Floor, use Longer Bolts to extend
above Floor sheating
_ SCHEDULE
TYPE
"D"
THIRD ROD
(diam)
_
Allow Tensile
Load
(See Note 1)
PHD2-
SDS3
12"
5/a"
3,610
HD2A
12"
e"
2,775
HTT16
12"
51,81,
3,480
HD5A
12"
/'"
4,010
PHDSA-
SDS3
12"
5/6"
4,685
HTT22
12"
5/8"
5,250
PHD6-
SDS3
15"
7/8'
5,860
HD6R
15"
8"
5,105
HD8A
15"
/8"
7,460
HD10A
15"
8"
9,540
SDS3
is
7/a"
8,325
6" 18" min.
Existing Slab New Slab
* No special inspection is
required for epoxy in this
aplication
Drill %&" mini diam hole fill w/ epoxy # 4 Rebar Dowels @ 1p' o(c
grout & insert dowell alternate; use
Yz" redheads & thrd'd rod Rebar Dowells same size
& spacing as footings
Drill Slant holes Y6" over dia of bar, Exist'g New Raised Floor
fill w/ epoxy grout----------,, 6„ 24" min 1
I.C.B.O. # 5279, I.C.C. REPORT 5279
12
4 Roofing material of 15# Felt & Y2'
A - 35 @ 16" o/c (Alt) - -
Y2" Drywall Int. wall & Ceiling `
O
C.D.X., 24/p Plywood
2" x Roof Rafters per plan
\ 2" x Ceiling Joists per plan w/
R -30 lnsul.
2" x Blocking w/ 3-16d per block &
5- 16d @ Rafter Tie
2- 2" x4" Double Top Plate
2" x 4" Studs @ 16" D/c w( R- 13
- Insul (Exterior)
Exterior Finish
i
r
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
A.P.N. # 013 - 114 - 09
Owner:
Mr. Javier Garcia
Ph#714/850-1072
INN
14" x 6" G.I. SCREENED
GARAGEVENT'S
GY10
-j-
2" x R.R. @ 16" o/c
2" x 6" G.J. I @ 16" 01C
491-
zo
X
110 V OUTLET FOR
r3068S.C.
GARAGE OPENER (D
16070 GARAGE DOOR
------------ ------
...... -------------
I go-17Kfi- "0.
Marco A. Ahurnada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
0 : I
Mr. Javier Garcia
E � M M 00
1,142 Sq. Ft.
Room Addition
Relocate Existing
Wedroom # 3 to create
New Fam. Rm,
Two New Bdrms,
Two New Baths
New Relocated
Bedroom # 3,
New Lau Rm,
New Fam. Rm.
New 441 Sq. Ft.
Two car Garage
CER I TIFICIATE OF Co- A"IPLIA-NT-C,`E*,...,.RE",SIDENT-IAL,,(pat-le 3.. CY
:41
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COWLUINCESTAITMENT
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C, A Ugusi. - -2001 p
•
iviarco A. Anumaaa
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
A�-
Mr. Javier Garcia
New Fam Rm
New 441 Sq. Ft.
Sheet:
I &ZIA
I
of any