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EXISTING DEN
+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 2341-8-1 C.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.
PLUMBING NOTES
6. ALL PLUMBING WALLS TO BE 21' 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 SHOWER OR TUBISHOWER
COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY
j AFFECTED BY MOISTURE.
9. 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
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 5 AIR
CHANGES PER HOUR.
12. 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
113 OF THE TANK).
13. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS
MAXIMUM PER FLUSH.
14. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE
PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.
15. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE
QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND
DISHWASHER, ETC..
ELECTRIC NINES
16. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a)
"20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
17. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
18. GROUND -FAULT. CIRCUIT INTERRUPTER .(GFI) PROTECTION COMPLIES WITH
NEC Art. 210.8d "ALL 125 volt SINGLE PHASE, 15 AND 20 AMPERES
RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS,
OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS.
STRUCTURAL NOTES
19. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE
EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION.
20. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON
THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES.
21. NOTCHING OF EXTERIOR AND BEARING/NONSEARING WALLS SHALL NOT
EXCEED 25% I 40% RESPECTIVELY. BORED HOLES IN
BEARINGINONBEARING WALLS SHALL NOT EXCEED 4001o/60%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE
NEARER THAN 518" TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
22. 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)
23. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
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ELECTRIC LEGEND
LIGHT
REESES LIGHT
FLUOR LIGHT
OUTLET 110 VS
OUTLET 110 V GFV WP
INTERRUPTOR
SMOKE DETECTOR
FANS AIR CHANGES PER HOUR
(E) WALLS TO REMAIN
(N) WALLS
(E) WALLS TO REMOVE
-0-
G.F.I./W.P.
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( 0 ;z-,
.m SHEET INDEX
EXISTING LIV RM %? „u_ ,. A-1= PLOT AND FLOOR PLAN
A-2= ELEVATIONS AND SECTION
S-1= FOUNDATION AND FRAMING PLAN
SD-1= STRUCTURAL DETAILS
j T-24= ENERGY CALCULATIONS
EXISTIN 3
EXISTING DINING RM KITCHEN v z TOTAL OF SHEETS-- 5
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�66a WD Fix EXISTING S.F.R. AND GARAGE � � 1,235 S.F.
) REP ASH (E) 3040 WD SH NEW PROPOSED ROOM ADDITION 495 S.F.
O REPLACE W/ TO REPLACE W/
3040 VIN SH (N) 3040 VIN SH>w
'-114"667-2700TOTAL LOT RATIO 1,730 S.F.
LOT SIZE
s to � l. istia All maic-D�0
6,900 S.F.
v;,y� /`-t7 ' % LOT COVERAGE 25 %
FLOOR PLAN 4 ,I �-W
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City of Sa
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00
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
Owner:
Pablo Ortega
r
Pt : i
Description of .*
495 Ii
Room
oAddition
New Master .•
New r
III
In
X SHINGLE TO MAIH� (E) S.F.R.f�
PROYECTBY I
R.L.
00
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T.O.P.
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F.G.
1Z x 6" FOUND. VENT.
(TM
NORTH ELEVATION SC- 11- 1 W-0911
12
41
- - --------- - --- - --- ----
12
L4
4
----- - - - ----- - ----- - - ----- - ------- -----
----------------------- —
STUCCO TO
MATCH (E) S.F.R.
lZxg"FOUND.
VENT.
MP)
EXISTING -4 NEW
EAST ELEVATION SC= 3/47*= 1 "W"
I
16" x 24" FOUND. ACCESS
ASPHALT SHINGLE TO MATCH (E) S.F.R.
R.L.
9
ASPHALT SHINGLE TO MATCH (E) S.F.R.
I
-- --- --- ----- - - --- - --------- ----- --- - ----- ----
..........
74-
.
----- --- ------ --
...... ------ ...... - ----------- ...... - - --- cam____ ----- ----- - --- ---
NEW so EXISTING
- - - - --- - - - - - - L_i -- i --
EuSTUCCO TO
MATCH (E) S.F.R.
I WEST ELEVATION
SC- Y4"'M 1'-0 it
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SOUTH ELEVATION SCM 4
F.G.
0 M*-
M
ATTIC VENT. CALLS
495 S.F. /150 = 3.3 Sq. Ft. x 144 = 475 Sq. In. REQUIRED
1.- ATTIC VENT
1411 x 18" = 252 x = 252 Sq. In.
2.- G.I. Screened Eave Vent.
3 Holes 2" each (per block) = 9 Sq. In.
At East- West Side = 20 x 2 x 9 = 360 Sq. In.
TOTAL VENTILATION PROVIDED 612 Sq. In.
UNDER FLOOR VENTILATION
495Sq. Ft/150=33Sq. Ft.x 144=475Sq. Ft. REQUIRED
12" x 6" FOUND. VENT = 72 Sq. In. Each
475/ 72 = 7 Vents
10 Vents. x 72 = 720 Sq. In. PROVIDED
TOTAL UNDER FLOOR VENTILATION PROVIDED = 72OSq. In.
2"X 8" RD. BD.
2"x 6" R.R. @ 16"ole
1 12
4
ASPHALT SHINGLE TO MATCH (E) S.F,R.
12
14
2- x 6- C.J. @ 16- O/C W/ R-30 (TYP) INSUL
�;�(�ry;pz),2
6 X" DRYWALL INT. WALL
CEILING
2"x4"STUDS @16"o/c w1
R-13 INSUL (TYP)
Si" Ton nr vt"rnnn
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2"x 6" F.J. a 16"o(c wl R-19
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-1 INSUL (TYP)
LID
. SECTION A SC- 1/4'11- 11-01,
1
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 /470-9162
Garden Grove, Ca
92841
C
C4
z
Owner:
Mr. Pablo Ortega
Ph # 714 / 543 - 3559
Description of Job:
495 Sq. Ft.
Room Addition
New Mtr Bdrm w/
N) Bath # 2
Sheet:
A�2
• o
I�
SIMP. ST
PROVIDE CONTINI
18' LONG (WIDHT (
FLOOR SHFATING
% " T&G PLYWOOD W110d @ 6"OIc EN/BN & 10d @ 10" O/c FIELD (P.I.=32(16)
FOUNDATION NOTES:
DOUBLED JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS
EXISTING FOUNDATION NEW FOUNDATION
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 NUT, THE NUTS SHALL. BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED
F O U N DAT 1 O N PLAN SC= /4"M ' 'W' TPLATE WASHERS, HE WALL FRAMING
OLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING
:OMMON NAILS @ 6"
ROOF RADIANT
'ERSIDE
TTER TO MATCH
IT
1E min)
3PECTED
PLYWOOD
ORTS.
PROYECT BY
1
v
SV
r�
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
7141470-9162
Garden Grove, Ca
92841
Owner:
Mr. Pablo Ortega
Ph # 714 / 543 - 3559
Description of ••
495 q
Room
i i Addition
•
New Mtr i t
New Bath
STRUCTURAL 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 0,06 %.
2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM
C-94 PLACEMENTOF CONCRETE SHALL CONFORM TOACI 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 29 DAYS FOR:
FOOTINGS Z500 PSI
SLAB OR GRADE 2,600 PSI
SIDEWALKS Z000 PSI
5, MAXIMUM SLUMP SHALL NOT EXCEED 4".
6: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 6 DAYS
AFTER PLACEMENT, ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE 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.
$.- 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 96 * 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 SO. FT. WITH A MINIMUM DIMENSION
OF 2 FEET,
3: SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL 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,
S.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
AND/OR SHEDULES.
7.- 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 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.
LUMBER
I- 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" TO 4" WIDE, 6 & DEEPER No. I
BEAMS, PURLINS OVER4-WIDE No, I
SUSPURLINS 2" TO 4- WIDE, 6 &DEEPER No. 1
LEDGERS No.2
STUDS 2x4. OR Wx4' STUDS
STUDS 2`x 6' No,1
POSTS 5'x 6' AND LARGER No. I
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 6/0' DIAMETER x IV LONG BOLTS AT 48" ON CENTER 12"
MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
5: STUD WALLS ABLITING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
WALL WITH 518'ANCHOR BOLTS AT 24" O/C.
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 I` x 6" DIAGONAL LEFT -IN BRACES AT
ENDS AT INTERVALS NOT EXCEEDING 26 FEET O/C UNLESS OTHERWISE NOTED ON
PLANS, BRACES SHALL COVER AMINIMUM OF SIX STUD SPACES.
8� COMMON NAILS SHALL BE USED.
9: FIRE BLOCKING Z'x 1 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 Z'x 12" OR DEEPER.
I I.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE
2"x4*@I6"O1CUPTOI4'-0'
2" x 6' @} 18"01C UP TO 20'-0'
2" x 8'@ 16' O/C UP TO 261-0"
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
11- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM V32" AND A MAXIMUM 1116'
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:
9 3 BAR AND SMALLER ASTM A, 616 GRADE 40
#4 BAR AND LARGER ASTM A, 616 GRADE 60
2: DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
SENDING IN ACCORDANCE WITH ACI-318-96.
3.- MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
V
EXPOSED TO WEATHER
1 4/
EXPOSED TO EARTH
2"
PILASTER, BEAM &COLUMN TIES
1 14
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.
6, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A,186 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-616
GRADE60.
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.
II.- 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 BY WCRSI.
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN I" NOR
1 BAR DIA NOR Ix MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1'.
SHEAR WALL SCHEDULE 2001 C,B.0
SILL BOLTING
MARK
WALL TYPE
SHEAR 0
SHEAR 0
ALLOWABLE
ONE SIDE
BOTH 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
8
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR
180 PLF
5/8"055'0.C.
5/s"*27 1/2*o.c,
16d 0 8"O.C.
(ICBO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW
3/8 PLYWD STRUCT 11 OR STD SHTG WITH ad NAILS 0 6"O.C, AT EDGES & 12" O.C. FIELD
260 PLF
5/8"owo.c.
5/8"eig"o.c.
16d 0 6"O.C.
9
(TABLE 23-11-1-1 UBC) NOTE 1, 9, 10 & 11 BELOW
-A
A3/8"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 0 4"O.C,
(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'O.C.
5/8"013"O.C.
16d 0 4"O.C.
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
-A
3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 3- O.C. AT EDGES & 12- O.C. FIELD
490 PLF
5/8o2o"o.c,
5/8"owo.c.
16d 0 3 1/2"O.C.
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
-A
A3/8"
PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12- O.C. FIELD
610 PLF
5/81*16*o.c.
5/8-*8"oc.
16d 0 2 1/2"O.C.
-
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW I
1/2" STRUCT I PLYWD WITH 1 Od NAILS 0 2- O,C. AT EDGES & 12" O.C. FIELD
F870 PLF
3/4-016-0�C.
3/4-08-O.C.
N/A
OVER 3X STUDS (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
NOTES:
1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 8, ALL INTERIOR BEARING AND NON BEARING
BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 3—INCH NOMINAL OR WIDER & NAILS SHALL BE FOOTINGS TO HAVE 7/32" SHOT PINS AT 32- O.C.
9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. & 48"O.C. RESPECTIVELY: C.E. HILTI ICBO REPORT
11, 12, 13, & 14,
6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A No.2388, NOV 1995 OR RAMSET/REDHEAD ICBO
REPORT No.1639, DEC 1995
2, WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL g, USE 9 1/2" x 2 1/20 x 3/16" PLATE
BOLTS. (LE. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL WASHERS.
BE 3— INCHES NOMINAL OR THICKER & NAILS ON
3. USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED. 10. USE CDX. CC OR STD SHTG IN LIEU OF
SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY. STRUCT It PLYWOOD. ALL PLYWOOD SHALL BE
7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE DOUGLAS FIR, OTHER SPECIES MAY REQUIRE
4. PAPER BACKED SELF FURRING EXPANDED METAL 5/8- X 10" A.B.'S 0 48-O.C. UNLESS OTHERWISE CHANGES,
LATH WITH ICBO APPROVAL NOTED ON PLANS. 11. AT EXISTING FOOTINGS USE SIMPSON EPDXY
BOLTS PER SCHEDULED SILL BOLTING, EMBEDED
8", PER ICBO #25279 WITH SPECIAL INSPECTION.
Plywood Sheeting
2-16d ea 2"x 4" ---
2 x BIk!g @ 48" o/c First Bay Only
2" x 4" Cont. Blocking w/ 16d
@ 8- wl A-35 @ 16" old
7 )
ST 2115 @ 48- o/c
IN LIEU OF 2"xC TIES
2" x 4" TIES @ 48" at
3 -16d (TYP)
Plywood ShpAfinn nar rinn
2 x Blockli
O
PHD or HD PER PLAN &
SIMPSON CATALOG ---
DRILL HOLES Y16" LARGER
THAN BOLT DIAMI.
1" x 6" Starter Board (Shiplap)
2' x 4" Flat lookout @ 32" o/c Notch into
First Rafter
E. N. 2- 2- x 4- Dbl Top Plate
2" x 4" Studs @ 16" o(c w/ R - 13 Insul
INSUL
2 x Rafter "California" Framed
ROOF SHTG PER PLAN
'w/ 16d @ 6- o(C
NOTE: In Lieu, of 2 x Blocking nail 2 x Shaped wl 2-16d ea Rafter
4 x 4 POST MIN
EXIST OR
NEW SILL
EXISTING FOOTING
THREADED ROD W/ EPDXY I.C.B.O.
# 5279 CITY OF L.A. R.R. # 25279 wl
SPECIAL INSPECTION
Klehae.
SCHEDULE
TYPE
'D"
THIRD ROD
(diam)
Allow Tensile
Load
(See Note 1)
PHD2-
SDS3
12"
va"
3,610
HD2A
12"
yaw—
2,775
RTT16
HD5A
12"
4,010
PHD5A-
SDS3
12"
4,685
HTT22
12"
5,250
--PHD6w
SDS3
15"
5,860
15"
5,105
HD8A
1W
7,460
HD10A
15"
-T
14"
9,540
HLKAt1-
SDS3
1 15"
8,325
IU 1.- Co ncrete= fc=2,000 P.S.I. min.
2.-For Raised Floor, use Longer Bolts to extend
J above Floor shoaling
1
lJoist to sill or girder, toe nail 3-8d
21
Bdd-qina to joist, toe nail each end 2-8d
3
1 N 6' (25 mm x 152 mm) subfloor or less to each joist, face nail 2-8d
4
Wider than V x 6" (25 mm x 152 mm subfloor to each joist, face nail 3-8d
5
T (51 mm 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
To 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
10
Doubled top plates, typical face nail 11 6d @ 16" o/c
Doubled to plates, lap splice 8-16d
11
Blocking between joists or rafters to to plate, toenail 3-8d
12
Rim joist to to plate, toenail 8d @ 6" o/c
13
To plates, laps and intersections, face nail 2-16d
14
Continuous header, two pieces 16d a 16" o/c aloe 2 each edge
15
Ceilipq joists to plate, toenail 3-8d
16
Continuous header to stud, toenail 4-8d
17
Cellioists, laps over ortitions, face nail 3-16d
Ceiling j ists to parallel rafters, face nail 3-16d
_18
19
Rafters to plate, toenail 3-8d
20
1" (25 mm brace to each stud and plate, face nail
12-8d
21
1" x 8"'(25 mm x 203 mm) sheating or less to each bearing, face nail 2-8d
221Wider
than 1" x 6(25 mm x 152 mm) sheating to each bearing, face n; 3-8d
23
Built-up corner studs 16d 0- 24" o/c
24
I
Built-up girder and beams
I
20d 9b- 32" o/c top and bottom and
staggered 2-20d @ ends and @ each splice
I 2512'Planks
2-16d @ EACH BEARING
WNIZIM01.01rd mi, Eff.911111111111
2' x 4' SOLE PLATE
WEEP SCREED
2"x BLOCKING
A-35 @ 16"o
2" min STEMWALL
6"
— 2" x 4" STUDS @ 11Y ole
— wl R-13 INSUL (EXTERIOR)
V4' T & G PLYWOOD OR BLOCKED
r— 2" x 6" F.J. @ 16" o/c. wl R-19 INSUL
x 4" MUDSILL W/ %' DIA
x 10"L. A.B. & MUDSCREED
7" 18"min. w/ 2"x 2"x Y16"WASHERS
ST& wALL @ 48 o/c
Tr-Tm
7 1 OneStory"
2"
Q , �Llr=—' I I -- : . 1 6" 1-15"Two StWy
12" One Story
15- TWO Story 6" 3- 64-
1 —12" One Storyl, # 4 REBAR TOP & BOTT
1-5; Two Storyl
2"X 6" FLOOR JOIST @ 16- 0/cwl R-19 INSUL V4' T & G. PLYWOOD
I
P.B. 44---) �4"xWGIRDER
18" min. 4"x 4" POST (AS REQUIRED)
41,t1- 6"x6"x2"P.T. BLOCK
CONC PIER
18- sq.
2) 1[
SCHEDULE
31/7
TYPE
SSTB #
SSTB #
CAPACITYWI
1-POUR
2-POUR
4x4min.
Post per plan
Z'x Stud Filler
PHD2-
Is
20
3,610
(4 x min)
SDS3
HD7A
Is
20
2_775
Fasteners per mend
HIT16
16
20
3AW
Simp Holdown
HDSA
16
20
4,010
per plan (PHD
PHD6A-
Shown)
SDS3
20
24
4,600
HTT22
24
5,176
t
PHD6-
SDS3
28
34
5,8W
HD6A
28
34
6,106
2x, 2 - 2K
HDSA
28
34
7AW
Le Simpson or x per plan
H010A
26
34
9,540
TMInMinEmb��
SSTB
HDQ8-
T cir min.
Per Schedule
SDS3
VI
34
8326
FNote:
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 widht for %" diam Anchors
Simp. CNW Coupler for Bolt Extension.
3
8" min for cone block
2" x 4" SOLE PLATE
NOTES: 2" x F.J. PER PLAN
LOADS MAY NOT
BEINCREASED
FOR SHORT
TERM LOADING
A MUDSILL ON TOP M
OF GH IS REQUIRED
TO ACHIEVE THE
TABLE LOADS
— t
12" min GIRDER PER PLAN
GIRDER HOLDOWN PER PIIJ
N.E.R. 443, L.A. R.R. 26149
(E) OR NEW 2"x STUDS WHERE OCCURS
2"x BLOCKING
/ , (E) 2- x F.J. WHERE OCCURS
\T x 4" P.T. MUDSILL wl %" DIAMI.
18" min. x 10"L. A.B. & MUDSCREED
w/ 2"x 2"x 16" WASHERS
@ 48- o/c
6" min. ,
Existing slab New Slab Na special inspection Is
required for epoxy in this
aplication
Drill 9/1e " 4 diam hole fill w/ epoxy # 4 Reber Dowels @ 18'ole
grout & Insert dowell alternate; use Reber Dowells same size
V redheads & thrdd rod & spacing as footings
Drill Slant holes Vie" over dia of bar, Exisfg New Raised Floor
fill W/ epoxy groul6" 24" min
�
------ 5 -------
...... ...... ......
I.C.B.O. # 5279, I.C.C. REPORT 5279
12
4 Roofing material o/ 16# Felt& Ye
C.D.X, 24/0 Plywood
2" x Roof Rafters per plan
+ 2" x Calling Joists per plan wl
R -30 Insul.
A - 35 @ 16- o(c (Alt) 2" x Blocking w/ 3-16d per block &
5-16d @ Rafter Tie
Y2" Drywall Int. wall & Ceiling 2- 2" x4" Double Top Plate
2" x 4" Studs @ 16" o1c wl R-13
Insul (Exterior)
Exterior Ash
00 l
Marco A. Ahumada
11111 Barclay Dr.
A^*.
Phone
714 / 470-9162
Garden Grove, Ca
92841
Owner:
Mr. Pablo Ortega
Ph # 714 /543- 3559
Description of Job:
495 Sq. Ft.
Room Addition
New Mtr Bdrm w/
New Bath # 2
Ift Ift
III
tompfiance #nor ` . Aigust Y001. A-4
PROYECT BY
i
EE ��
4�
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
I
■
■■ C4
W
Owner:
Mr. Pablo Ortega
Ph # 7141543 - 3559
Description of Job:
495 Sq . Ft.
Room Addition
New Mtr Bdrm w/
New Bath # 2
Sheet:
T�241