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GENE L NOTES
1. ALL WORK SHALL BE GONE--JN ACCOODANCE WITH THE 200-1
C.B.C. PLUMBING AND MECHANICAL 0t3DE , THE C.E.C. AND
LOCAL ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO1,90- SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF Tb1E 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 TABU 2341-B4 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 2" 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.
S. 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 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 SO 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 1/3 OF THE TANK).
13. ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6
GALLONS PER FLUSH.
ELECTRIC NOTES
14. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
NEC Art 210-52 (a) 1120 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
15. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
PROTECTION.
16. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art. 210-8t "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
17. THE CONTRACTOR SHALL PROVIDE ANY SHORING ANDIOR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE
REQUIRED DURING CONSTRUCTION.
18. 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
WALLS SHALL NOT EXCEED 25%/400fo RESPECTIVELY.
BORED HOLES IN BEARING/NONBEARING WALLS SHALL
NOT EXCEED 40010/60% 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)
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 S'T 6224 TO TIE-IN TO EXISTING TOP PLATES.
0
Yf.� °n'.,) sy.
(!f
ix �aa
� 6(�p`
# EI OOR PLAN LEGEND
L----tEXIST'G WALLS TO REMAIN
- `TEXIST'G WALLS TO REMOVE
NEW WALLS FOR RM ADU'N
qM4'Mj.2x6 PLUMB'G WALLS
(E) SFR
1,019 S.F.
(E) GARAGE
203 S.F.
(E) PORCH
69 S.F.
(E) COV'D PATIO
296 S.F.
(N) ADDITION
3061S.F.
TOTAL AREA
1,893 S.F.
LOT AREA
7,298 S.F,
LOT COVERAGE
26go
ClRINTCt1 AN PI CAbnniWT 4nnnu
ARCMECTURAL STRUCTURAL
ACCEPTED FOR CONSTRUCTION
CITY OF SATA ANA
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Issued ,"
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714 ! 285 :1121
2017 W. ALCO AVE.
SANTA ANA
G.ALIPORNIA 92703
MACi.ELAL@MSN...COM
REVISIONS
N
V,
RaViallolus BY
'FUUNDATION PLAN SC=1/4=1..0.'
OOF FRAM'G PLAN
ROOF SHEATING:
(MIN) V2" STRUCTURAL C-D OR C-C PLYW'D
MIN. PANEL INDEX NUMBER (24/0)
W/ 8 d NAILS AT 6"0/C SUPPORTED EDGES
AND BOUNDARIES & 8d AT 12" IN THE FIELD
NO BLOCKING IS REQUIRED U.N.O.
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS,
ROOF'G MATERIAL
ASPHALT SHINGLE 0/ # 15 FELT UNDERLAYMENT
TO MATCH EXIST'G.
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
UPPER
MARK
WALL TYPE
SHEAR
WALLS
WALLS
STORIES
718"STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6" O/C @TOP & BOTTOM
PLATES,,EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No, 1823, FEB, 1973) OR (ICBO
180PLF
5/8@55-0/c
5/8@w�Olc
16d @ &' O/C
No. 1318� FEB, 1973) OR ( ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
/9\
3/8"PLYWID SRUCT It OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12" O/C FIELD
260 PLF
518 @ 3W O/C
618 @ 38!'O/C
16d @ 6" O/C
(TABLE U.B.C.) NOTE 1,9, 10 & 11 BELOW
3/8"PLYWID SRUCT 11 OR STD SHTG; WITH 8d NAILS @ 4�'O/C @ EDGES & 12" O/C FIELD
350 PLF
5/8 @ 26" OIC
5/8 @ 26" O/C
16d @ 4" O/C
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 6, 9, 10& il BELOW
A\
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD
380 PLF
518 @ 26" OIC
5/8 @ 26" 0/0
16d @-4`01C
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3,5,6, 9, 10 & 11 BELOW
PL4D SRUCT It OR STD SHTG WITH 8d NAILS @ 3" OIC @ EDGES & 12" O/C FIELD
490 PLF
5/8 @ 20'O/C
518 @ 2W O/C
lPd @
3172 " 0/0
Z�3/8"
(TABLE 2 11-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 &11. BELOW
I
—
_
3/8" PLYW D SRUCT It OR STD SHTG WITH Sd NAILS @ 2" O/C @ EDGES & IT O/C FIELD
610 PLF
5/s@16"O/C
5/8@16'010
16d @
(TABLE 23-11411 U.B.C.) NOTE 1, 3, 5, 6, 9, 10 & 11. BELOW
2 1/2" OIC
1/2" STRUCT IPLYWD WITH 10d NAILS @ 2' O/C @ EDGES & 12'. OIC FIELD
870 PLF
3/4@16"O/C
314@16"O/C
NIA
OVER 8 U -1-1 U.B.C.) NOTE 1, 3, 5, 6, 10 & 11 BELOW
D ABLE 2�Hjj
�T
NOTES:
I.- 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 WALE SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE 010 SPACING)
3.- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIFIRST 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" O/C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING I 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" AB.'s @ 48"010 UNLESS OTHERWISE NOTED ON PLANS
z
8,- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7132" SHOT PINS @ 32" 010 & 48" 010 RESPECTIVELY: I.E. OZARK# H-67 ICBO REPORT 1280, MAY 1987
9,- USE 2 112 x 2 112" x 3/16' PLATE WASHERS
10.- U$ECDX CC OR STD SHTG IN LIEU OF SRUCT 11 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"
STRUCTURAL NOTES
CONCRETE
3.- GRADE
1, ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROOK JOIST,PURIJNS 2-TO4�1NIDE,6&DEEPER I
TYPE (150 *CU FT) AGREGATES SHALL BE NATURAL SAND AND ROOK CONFORMING TO ASTM BEAMS, PURLINS OVER 47 WIDE No. I
C-33 WITH PROVEN SHRINK AGE CHARACTER(SITCS OF LESS THAN 0.05 SUSPURLINS 2' TO 4" WIDE, 6 & DEEPER mo. I
LEDGERS No, 2
2, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C. STUDS 2"x 4" OR Wx 4" STUDS
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. STUDS 2" x S" No, I
3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL POSTS 5x F AND LARGER No. I
CONFORMING TO ASTM C-150. SILLS, PLATES AND BLOCKING No. 2
4, SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48' OF
4.-MINIMUM COMPRESSIVE STREINGHT OF CONCRETE AT AGE OF 26 DAYS FOR: GROUND, SHALL 13E PRESSURE TRIESTEO DOUGLAS FIR (PTDF)4,SILLS SHALL BE BOLTED TO
THE FOUNDATION WITH 5/8" DIAMETER x 19' LONG BOLTS AT ON CENTER 12" MINIMUM
FOOTINGS 2,500 PSI FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
SLAB OR GRADE 2,60D PSI
SIDEWALKS 210m PSI 6, STUD WALLS ABUTING, A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
S.- MAXIMUM SLUMP SHALL NOT EXCEED 4". WITH ' TH SJW ANCHOR BOLTS AT 24"010.
6, ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT W 010 WITH 5/8" GYP, BOARD
CONCRETE 6, SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS EACH SIDE, UNLESS OTHERWISE NOTED.
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED. 7� ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6" DIAGONAL LEFT -IN BRACES AT ENDS
AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES
7,- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE SHALL COVER A MINIMUM OF SIX STUD SPACES,
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER 8, COMMON NAILS SHALL BE USED,
CLEANOUT AND INSPECTION.
9�- FIRE BLOCKING 2"x I %"THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
8, VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
I0._ JOISTS SHALL BE EINLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
9.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH I% OF 8` WHERE JOISTS ARE 2" x 12" OR DEEPER.
CHAMFERS UNLESS DETAILED OTHERWISE.
11 MAXIMUM UNSUPPORTE HEIGHT FOR NON -SEARING PARTITION SHALL BE:
I'D, CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE T`x 4"@ 16" O/C UP TO 14'-T
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK T`x T@ I IT'= UP TO 20`-D'
T`x 8'@ 16'O/C UP TO 26'-V'
11.- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95'F.
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS,
12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
13�- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1116"
PLYWOOD LARGER THAN THE BOLT DIAMETER.
I,- PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1.95 AND SHALL BE STAMPED WITH REINFORCING STEEL
THE DkPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
ON THE PLANS. I - REINFORCING, STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND SENT DOWELL$, TIES:
2, EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. ft� WITH A MINIMUM DIMENSION OF 3 BAR AND SMALLER ASTM A-615 GRADE 40
2 FEET.
#4 BAR AND LARGER ASTM A- 615 GRADE 60
3.- SEE FRAMING PLAN FOR DIAPHRAGM MAILING $HEOULE, NAILING SHALL BE INSPECTED
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
AND APPROVED BEFORE COVERINPG.
SENDING IN ACCORDANCE WITH ACI-318�95.
FOUNDATION NOTE 3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
1,� FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING NOT EXPOSED TO WEATHER OR EARTH I
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO WEATHER
EXPOSED TO EARTH
CONTINUOUS FOOTING 1,000 P.S.F. PILASTER, BEAM & COLUMN TIES I
ISOLATED FOOTING 1,000 P.S.F. FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH T
2, ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR SLAB ON GRADE 2'
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
4,. SPLICE IN CONCRETE'
3,- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS MINIMUM OF 36 BAR DIAMETER OR IT WICHEVER IS GREATER.
OTHERWISE NOTED.
S.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
4.- FINISH FLOOR (FF) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
6, ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-95
S.- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY 7-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
LOCAL SAFETY ORDINANCES.
'8.. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-616
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 (U.N.O.)
10: ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
8, ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR,
BE REMOVED AND RELOCATED.
11,- REINFORCEMENT THAT IS PARTIALLY EMSEDED IN CONCRETE SHALL NOT BE FIELD SENT
9, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I APPROVAL OF THE ENGINEER OF RECORD.
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE
FOUNDATION POUR. 12: ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY tNIDiCATED, PROVIDE
10, FOUNDATION MAY BE SUBJECT TOTRUCTURAL REVISION IN THE FIELD DUE THE CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
POSSIBLE VARYING SUBSURFACE CONDITIONS. SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION.
LUMSE 13.. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI.
I : ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION 14,- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS TKAN I- NOR 1
23 (200t 02,C). BAR DIA NOR Ix MAX AGRAGATE SIZE.
2,, TER, BEAMS, PURLINS SHALL BE DOUGLAS FIR*NO, UNLESS OTHERWISE NOTED: BARS IN MOOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE.
BETWEEN LAYERS 1'.
.. ... .....
t;l iv epr
m m
PiREPARED S
4'-0" MIN. LAP
(2) 16d r STUD
(8) 16d @ MIN, &
LAP TOP PLT. 16d Q 16" 0. C, CL
@ STUD MAX 2X STUD
(FILLER)
4 X 4
HDR.
MIN.
16d @
O,C.F
NAIL
2X T
KING
@ JA�
(2) 10
EA. SIE
TO PL
24"�
JI-
------
ACE
---(3) 16d E.N.
1��
TYP.
RIM'R &
STUDS
B
",(2) 16d E.N.
TO 2X SILL
TYP,
d T.N. 0
E STUD
T.
[if
LAI
I
L____W__--__-_____.___--_-____-____-___-�
POST PER PLAN —
(4X MIN)
PROVIDE 1X6 LET-iN
MB PER SCHED —
eRAC'G (IF NO SHEAR
HOLDOWN (NDA)
WALLS OCCUR) 0 60
PER PLAN
MAX, @ 45' MIN. W/
(3) 8d EA, END & EA -
STUD BRACE EA,
CORNER Q 25'0,C. MAX.
K
PROVIDE 2X FIRE
2-2X
BLOCK WHERE WALLS
OR 3X
EXCEED IO'H. & AT ALL
*SSW
PER PLAN
CL'G & SOFFIT LINES
MIN,..--'-- Le PER
2X STUDS
EMBED SCHEDULE
16" O.C.
3' MIN. CLR.
2X P.T D F SILL PLT
SCHEME
TYPE
HD2A
H05A
HD6A
HD8A
HD1 OA
M.B.
(gyAM
2-5/8
2-3/4
3_3/
3-3/4
3-7/8
4-7/8
HB
4 1/215
1/b
1/0
1/8':
6 1/8
SB
2 11t
3'
3 1/2r3
1/2:'3
1/2'
CL
1 1/,'l
1/12
1/182
1/1 6'
2 1/16'
SO
1/4-
1/2-
3/4'
3/4*,
3/4*
SSTB
16
20
28
28,
28
12'
le
24*
24'
24'
2 P
20
24
34
34
34
Lie
im am
16
20*
28'
28'
28"
2775
4010
5100
7460
9540
2775
4010
5100
7*0
9540
W/%" DIA. ANCHOR LOADS WED ON MIN 0 POST SIZE OR
NOTE CONCRETE SUN WALLS SHALL BE MAX ANCHOR LOC.
BOLTS W1 7" EMBED'T
nIN WIDTH FOR 5/80 ANCHORS
:
PER FOUNDATION PLAN. B*MIN WIM RR 7/8 0 ANCHORS
PROVIDE A. B. El' MIN FOR CONC. RM
z
6'-0" O.C, & 41/2"
MIN. / 12" MAX. F�M.
r rpAr,---T,�pr
SILL END NOTE- FOR RAISED FOUNDATION USE SSTB FOR TWO POUR SYSTEM
w
0
AND EXTEND BOLT BEYOND SILL PLAM ABOVE FLOOR SHEATHING
0
HOLDOWN,
------- -----
0
0:
E�XTERIOR BEARING WALL
17 13
FRAMING
. ..... . ..... ... .....
ANW!lf
EXISTING SLAB NEW SLAB
A
4p q
2 X CONT,
W/ld e 16' EC, r t! z
. --PL
A -: 4
X R/R ......
R F. S RTG -2
CALIF,;" FRAMG
2 4.,
/7
OR TRUSS
. \--I #4 REBAR Z
T/C 2 X R/f\l DRILL0
HOLE FILL W/EPDXY DOWELS 0
GROUT & INSERT DOWEL NO SPECIAL INSPECTION 24-O.C.
ALTERNATE: USE 1/2" IS REO'D. FOR EPDXY IN
v
0
V
4 � M 0 u
REDHEADS & THRD'D ROD THIS APPLICATION..
(L
ENAT SLABS
',.
0
REBAR DOWELS
DRILL SLANT HOLES ><
EXIST"G. NEW SAME SIZE &
EXTEND RF. 1/16" OVER DIA OF
X, SPACING AS
BAR FILL W/IEPDXY \ ,- 4 11rc
SHTG, TO WALL- 24*MIN FOOTINGS CA
GROUT k
Z
2 X BL
06
p�
H
7•
0
3,
z
Y41
HOLD-
OWN
ANCHOR
DIA-
EMBED
DEPTH
EDGE
DIST.
LOAD
CAP
HD2A
5/8
12"
1 - 14
HD5A
12"
144"
401
HD6A,
I 8A
—
5100,
7460
1
0
z
a.
W
yk USE SIMPSON SET EPDXY
0 r IC801 ER5279 OR R.R. 25279 cIt
0
z
1. SIMPSON HD HOLDOWN 0
4
PER PLAN' TO 4X PST W/ E.N,
z 2. EXISTING CONC. FOOTING
3 0
Li
0 A **L n a- 1 DRILL HOLE LARGER, m
a LLJ
Tk 0
4. THREADED ROD W/ EPDXY ET CC
cc
La
THAN BOLT DIA. ICBO *4945
-4x-4 o-,l-
z
W
I- Y4" MIN.
LEDGE DIST.
— — — — — NOTES:
A. SPECIAL INSPECTION REQUIRED
B. DRILL HOLES PER MANUF. SPECS,
C. A307 THREATED RODS W/ SIMPSON
SET EPDXY ICSO *5279
INDICATED EMBEDMENT INTO
CONCRETE TO BE MAINTAINED
@ AT RAISED FLOOR FOUNDATIONS
20 16 12 'HOLDWN AT EXISTING FTN'G,
cr 4
A K ale, c L i m 6 c� 'I, e, L
PH '714 / 835' 1585
FX 714 / 835 1428
2017 W. ALCo AVE.
SANTA ANA
CALIFORNIA 92703
AADRAFTINGOM,SN.COM
REVISIONS
SITE:
DRAWN:
AL
CHECKED:
DATE:
JOBNO.
SHEET NUMBER: