HomeMy WebLinkAbout10148650.pdfFLOOR PLAN SC-1/4-1.
PLOT PLAN_
,_
ANALYSIS AREA
(E) SFR
1,703 S.F.
(E)GARAGE
441 S.F.
(N) ADDITION
120 S.F.
TOTAL AREA
2,264 S.F.
LOT AREA
7,250 S.F.
LOT COVERAGE
31%
PERMiTTYPE:
ELECT PLBO
MECH GRADING
LIT#- t e f
PERM
OCC.
CONSTR.TYPE;:,,:,,:;,,,,:,:;,,,,,:,,,::,:,,,,:,,,,,,:
c
CODE EDiTI0N____%0-4
FLOOD ZON
FLOOD ZONE CERTIR RMI) YES
NNGROFILNI
YES
RADIA� I BY, IRIER n,
R Nr-B � R ROOF YE NO
F
S cl-i 0,0,
YES r
E N E RA
GENERAL NOTES
N 0 E S
1
1.
A L W H L
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
SHALL
0 R K L 8 E DON E N
8 P
C.B.C.0 PLUMBING N
PLUMBING AND MECHANICAL CODES, THE C.E.C. AND
M G A ME C 1
MECHANICAL
-C NN D A N
CA D N A
LOCAL 0
LOCAL ORDINANCES.
ORDINANCES.
C E S
2.
2-
VERIFY ALL DIMENSIONS,
VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
Do NOT
7
3.
IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR
TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR
I
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-B-1 C.B.C.
5
U C
T MANUFACTURED
THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
TU WI OV
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 61'
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 TUB/SHOWER COMBINATION, MATERIALS
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE.
9.
GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY It. NET AREA OF SHOWER RECEPTOR
SHALL BE NO LESS THAN 1024 $0 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 113 OF
THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK).
13.
ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6
C-;T L D %
GALLONS PER FLUSH.
ELECTRIC NOTES
14.
RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
NEC Art 210-62 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
ci ell
16.
ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
C lg;
PROTECTION.
16.
GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art. 210-8: "ALL 125 vast SINGLE PHASE,
15 AND 20 AMPERES RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN
COUNTERS AND AT WET BAR SINKS.
STRUCTURAL NOTES
17.
THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
... .... ...
BRACING TO THE EXISTING, STRUCTURE WICH MAY BE
REQUIRED DURING CONSTRUCTION.
IS.
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
.-1
I u
WALLS SHALL NOT EXCEED 25%/40% RESPECTIVELY.
j
BORED HOLES IN BEARINGINONBEARING WALLS SHALL
NOT EXCEED 409/6160% RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE BORED HOLE NEARER THAN 6/811 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,
SPECIFYING THE SIZE OF THE HEADER AND TRIMMER
(2320.11.6)
21.
USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
m i
WALL
LEGO"ID
I
F-)(IST'G WALL -TO REMAIt4
NEW WALLS
C I
EX15T `6 WALL, -ro Rer'�ve7
A
MATe,11
J
I
Ayo{ceL` Mc cLeL
714 285 1 1 P I!'
2017 W. ALCo AVE.
SANTA 4NA:1
CA L I F 0 R N 1 A 92703'i
MACIELALOMSN. 0-Mi
REVISIONS:.,
DRAWN
CHECKED
DATE
SCALE
JOB NO.
SHE'ET-
At
OF SHEETS
PRINTED ON CLEARPRINT 1000R
a a e
PRINTED ON CIEARPRINT 10001,1-
i i
PravisioNs BY
M,
I if
A/ 6 f4'DP-
L
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
GRADE
ASTMC-33 WITH PROVEN SHRINKAGE CHARACTERISITCS OF LESS THAN 0.05%,
JOIST, PURLINS 2" TO 4'WfDE, 6 & DEEPER No. I
2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM
BEAMS, PURLINS OVER 4" WIDE No. 1SUBPURLINS 2" TO 4"WIDE, 6 & DEEPER No. I
C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301
LEDGERS No. 2
,3.- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALL
STUDS 2" x 4" OR 3'x 4" STUDS
STUDS 2'x 6' No. 1
CONFORMING TO ASTM C-1 50.
POSTS 5'x S'AND LARGER No. 1
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
SILLS, PLATES AND BLOCKING No. 2
PSI FOOTINGS 2
4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF
,500
SLAB OR GRADE 2,500 P81
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED
SIDEWALKS 2,000 PSI
C
TO THE FOUNDATION WITH Sla' DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12"
MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
5.- MAXIMUM SLUMP SHALL NOT EXCEED 4,
5.- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
6- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
WALL WITH 5/8'ANCHOR BOLTS AT 24'0/C, jj
AFTER PLACEMENT, ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED.
6- ALL NON BEARING STUD WALLS, SHALL BE 2' x STUDS AT 16' O/C WITH 5/8GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7.- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELL$ AND OTHER INSERTS SHALL BE
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
iy
7- ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6' DIAGONAL LEFT -IN BRACES AT
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
ENDS AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON
PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES,
CLEANOUT AND INSPECTION,
8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
8.- COMMON NAILS SHALL BE USED,
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
9.- FIRE BLOCKING 2' x I % " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND
9.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH %
FLOOR LEVELS AT EACH 1Y HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT
CHAMFERS UNLESS DETAILED OTHERWISE.
SUPPORTS.
lb.- CONCRETE CONTRACTOR SHALL BE susmrr PROPOSED CONCRETE DESIGN MIX TO
10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT
THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK,
INTERVALS OF 8' WHERE JOISTS ARE 2'x 12" OR DEEPER.
I l.- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95' F.
I I.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2" x 4' @ 16" OIC UP TO 14'-0"
12,- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
2" x 6" @ 16' O/C UP TO 29-9'
2'x 8" @ 16" O/C UP TO 26-0'
PLYWOOD
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
I.- PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1/161,
WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED
LARGER THAN THE BOLT DIAMETER.
OTHERWISE ON THE PLANS.
REINFORCING STEEL
2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION
OF 2 FEET.
l.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS
3.- SEE'FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
FOLLOWS:FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
AND APPROVED BEFORE COVERING.
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
FOUNDATION NOTES
# 4 BAR AND LARGER ASTM A- 615 GRADE 60
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
1: FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING
SENDING IN ACCORDANCE WITH ACI-318-95,
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
CONTINUOUS FOOTING 1,000 P.S.F.
(EXCEPT AS NOTED OTHERWISE)
ISOLATED FOOTING 1,000 P.S.F.
NOT EXPOSED TO WEATHER OR EARTH
EXPOSED TO WEATHER
2,- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOfL
EXPOSED TO EARTH 2"
OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED
PILASTER, BEAM & COLUMN TIES I
OTHERWISE.
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
3.- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
SLAB ON GRADE 2"
OTHERWISE NOTED,
4.- SPLICE IN CONCRETE:
4, FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER.
6,- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
5.-WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT
PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL,
6.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318
STATE AND LOCAL SAFETY ORDINANCES.
95
6.-ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
AND/OR SHEDULES.
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
7,- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS
B.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
(U.N.O.)
GRADE 60,
8,- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
SHALL BE REMOVED AND RELOCATED.
10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
9.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE
FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2
MORTAR.
HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -
PLACE AT THE FOUNDATION POUR.
11.- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD
BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE
10,- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
POSSIBLE VARYING SUBSURFACE CONDITIONS,
12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE
LUMBER
DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED,
PROVIDE CLASS'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY
I.- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
DIVISION 23 (2001 C.B.C).
FABRICATION.
2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED,
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL 0
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI.
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NO
1 RAP QJA N Q17f=
FRAMING NOTES
- tiG Z PROVIDE ROOF RADIANT BARRIER
PER TITLE 24 AT ROOF SHEATHING
1. ROOF 5HEATHI
-" CDX PLYWOOD (32/16) OR 065, UNBLOCKED
DIAPHRAGM. W/ NAILING-
&d 6" O.C. SUPPORTED ENDS 4 BOUNDARY
5d 12" O.C. FIELD.
USE (a) fi&d 6 TOP PLT. CHORD SPLICE W1 ST6224
(USE IX6 SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES 4 OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4XIO OR
LARGER MEMBERS, DOUBLE STUDS FOR 4XO SINGLE
STUD FOR 4X6 OR SMALLER MEMBERS
3. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
PROGRESSIVE NAILING.
4. ALL NAILS ARE COMMON NAILS.
5. ALL STUDS Q Iro" O.C. MAXIMUM.
ro. ALL LAG BOLTS (LB) TO BE 0" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
1, FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL EDGES OF ALL PLYW'D SHEETS IN SHEAR WALL.
6. ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE.
c3. 2 LAYERS OF IE01 FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
1 12
10. SEE DETAILS ( S Sb�f `I�?L_OWED BORING
Di ��
AND NOTCHING OF 5TUD5 AND JOISTS
13
(z
I]. SEEDET SDI FORTYP. EXTERIOR
) I
WALL FRAMING
12. MIN. 2X6, STUDS -m I&" O.C.
AT PLUT-15ING WALLS.
13, ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
14. DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
BEARING PARTITIONS,
I- -
77,771
M I N
0
2 X CONT.
W/IdEl 16' D.C.
RF. SHTG 2 47 1-61 TC- C-DAUlf-
2 X R/R
rl
USE SIMPSON SET EPDXY X te7F
0 ICBO* ER5279 OR R.k 25279 _r,
OR TRUSS
T/C 2 X R/R
A
A, L�
v 1. SIMPSON HD HO'
LDOWN
X PER PLAN TO 4 PST W/ E,N,
3 E.N. 1+
2. EXISTING CONC. FOOTING
z
W T c"'!
3, DRILL HOLE LARGER
EXTEND Rf.
I. M C:)
Pell +
F z
4. THREADED ROD W/ EPDXY ET SHT'G. TO WALL TPA el tA
ICBO #4945 -51 CT
.THAN BOLT DIA,
2
, t 4 MIN, 0
2 X BLK'G'. — Lgggg
EDGE DIST. Z
NOTES; /7'
1
-4)ejFq_
A. SPECIAL INSPECTION REOuiRED �z
B. DRILL HOLES PER MANUF.SPECS, 0
4f
'C, A307 THREATED RODS W/ SIMPSON u 0
SET EPDXY ICBO *5279
FNDICATED EMBEDMENT INTO
CONCRETE TO BE MAINTAINED 1 0
AT RAJSEI� FLOOR FOUNDATIONS
iL
a:
HOLDWN AT EXISTING FTNG 3
- - - - ---------
4'-0" MIN. LAP
(2)16d STUD
Fd EXISTING SLAB NEW SLAB
STUCCO o/ BLDG. LAP TOP PLT, 16d 16 " 0. C.
A '1_4T �e
PAPER o/ G.I.SREED q STUD MX
4" 12* 1
w/ WEEP HOLES
z
SLAB WHERE OCCURS -4
2 0
4X4
A
HDR.
N
3 P.T. D.F. SILL 1, 64 ox
MINA PROVIDE 1X6 LET -IN
BRAC'G (IF NO SHEAR
4 CONC.SLAB
'A . T
i 3 WALLS OCCUR) La 60
5 GRADE ftX. @ 45' MI
I N 16d Cd 24" N. W/ _4 L -MIN 0 Z
(3) 8d EA. END & EA. DRILL 9/16 #4 REBAR
O.C.FACE ---(3) 16d E,N� HOLE'f9LL W/EPDXY
NAIL STUD BRAC� EA. DOWELS 0 cc
2 TYP. GROUT & INSERT DOWEL NO SPECIAL INSPECTION
24*0.C. w
OORNER @ 25'0,C. MAX. fL
ALTERNATE: USE 1/2* IS REQ'D. FOR EPDXY IN
2X TRIM'R & REDHEAD 0
S THRD'D ROD THIS APPLICATION. Ir
PROVIDE 2X FIRE
KING STUDS (2) 16d EA:
a.
4 BLOCK WHERE WALLS N AT SLABS
• o JAMB TO 2X SILL
TYP. EXCEED 10'H. & Al ALL
Lk 4 K 6� 0
CL'G & SOFFIT LINES REBAR DOWELS
DRILL SLANT HOLES EXIST
OVER DIA OF
A-
--2X STUDS G NEW SAME SIZE <
4 SPACING AS
16" 0. C. BAR FILL W/EPDXY 6" 24*MIN FOOTINGS
)4seIslpLf*j
)I I GROUT z
(2) 10d T.N. 9 2X P.T.D,F. SILL PLT. ILl 0
EASIDE STUD
z cr z > , W/5/8" DIA. ANCHOR T,
TO PLT. BOLTS W/ 7" EMBED'T
-JT
PER FOUNDATION PLAN, •0
I a > >
m PROVIDE A. 8,
T w
lllrl4
fit z
A� 7A -7
< 6' &
SILL END
MIN, 12" MAX, FRM,
T
AT:F00TlNGS,.:__.
z
----------------------------------- 0
DOWELS
HOLD-
OWN
ANCHOR
DIA.
EMBED
DEPTH
EDGE
DIST.
LOAD
CAP
HD2A
12"
1-Y4"
2275-
HD5A
12"
1-Y4"
1 4010
A,
HD686
1.,1
15
f4175-100,
1 7461
WDW
OPENING
4X4 WDW,
SILL
Ii
>
PROVIDE U.N, FULL Hfj I I
D
AT KING STUD AT EACH 'o CL
SIDE OF OPENNING n I 4 2X SWO
10 P
(0 MIN)
C'.) = PER PLAN
SIMP ST6236 U.N.O. M8 PER SCRED
AT HDR AND SILL TO 4X HOUM" (HDA)
BLK'G. OVER SHEATHING 7
-TYP. 4 PLACES- NAIL OUTER 7/3 MIDDLE 1/3 OUTER 1/3 NOTCHING 6 PER PLAN
STRAP W/ 16d SINKER
OR 10d COMMON NAILS OF SPAN OF SPAN OF SPAN ONLY_�48
AT TOP OR 801' NO NOTCHES AT TOP OR B07 SID
4X4 BLOCKING ALLOWED U.N.O. W/ 7[ a �
EDGE NAILING 2-2X
0-4 PER RM
lzw
Blow PER
SCHEOULE
SHEAR MATERIAL. 0 0 CD
SE PLAN (-APPLY I- ST2115 48" O-C. IN r MIN. CUl.
ABOVE AND BELOW
0
z
z
tt
Lu
cc
w
ct,
z
w
2X LARGEST 2- B.N,
OPENNING) LIEU u ' Z A+ 1, 1 rl_� I - o___ * LOADS BASED ON MIN 0 POST SZE OR :2
WE CONCRETE SU WAUS 91ALL BE
MAX ANCHOR LOAD. :3
BORE DIA. BORING 3- 2X RIDGE Bno OARD nM WIM FOR 5/3-0 MOM 'o,
"m foR 71fro MOM 0
SCHEDUI
F
TYPE
HD2A
H05AH06A
HDBA
HDIOA
W.I. -
am
2-5/8
2-3/
3-3/4
3-7/15
4-7/8
HO
4 IL205
I]0
1/ft
116
6 1/8',
S8
2 1/2r
3-
3 1/2r3
1/2'3
1/2'
CL
i 1M
1/112
1/1112
1/lT2
1/16:
1/41
1/2'
3/4*
3/4"
31e
-_SO
1
16
20,
28
28
28
12*
16'
24'
124*
24*
20
2*
M
34
34
Le
16'
20"
28*
28m
28'
2775
4010
5100
7460
9540
27T5
4010
110D T__i
. . .... .
FRACTION
2X4 2X6 2X8 NOTE: NOTCH
OF STUD BORE
NOT TO OCCUR ON SAME
25/ D STUD WITHIN 36" OF
c •5-
(A
x a c, J. ca, I L
DBL. TOP PLATE
_j
WL
BOARD
z
40Z D 1%" 21/8 3 EACH OTHER.
V/ R__3 0 if T
WALL FINISH
6 0Z D 2" 31/4" 41/4
2 X STUDS -2 16' 0�'C,—
PER PLAN
7 14 / 285 1 1,2 1
2017 W_ALco AVE.
S A N T A A N A
CALIFORNIA 92703
MAC IELALOMSN.COM
REVISIONS
SITE:
OWNER:
MRS
ELVIRA RIVERA
PH# 714/241.8652
DESCRIPTION OF JOB
120 SQ FT (N) ADD-N
EXTENDED (E)LIVI-0 RM
RELOCATE(E) ENTRY
ARA
-DRAWN:-----
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
SDmT'