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PROPOSED ROOMADDITION
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1405 RENE DR. i-)--
ANALISIS AREA
(E) S.F.R. AND GARAGE
(N) PROPOSED ROOM ADDITION
TOTAL LOT RATIO
LOT SIZE
% LOT COVERAGE
16070 GRGE. DR.
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(E) WALLS TO REMAIN
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(E) WALLS TO REMOVE
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GENERAL NGTES
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.
A ALL NAILING TO COMPLY WITH TABLE 2341-B-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.
6. 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"
& DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF W
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 TUBISHOWER
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
FLUOR AREA, AND ENCOMPASS 30" DIAMETER CIRCLE
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN
W' WIDTH AND HAVE 24" MEN. 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 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.
15 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)
"20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
I& ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
19. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH
NEC Art. 210-8: "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
20. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE
EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION.
21. PERMISSIBLE NOTCHING AND 130RING 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 25% / AO% RESPECTIVELY. BORED HOLES IN
BEARINGINONBEARING WALLS SHALT. NOT EXCEED 40010160010
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.
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Accepted _-
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rITY OF SANTA ANA
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2017 W. ALCOAVE
PHONE 714 / 285-1121
rSANTA ANA, CA 92705
macielalmsn.com
REVISIONS
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Owner:
Mrs. Gabriela Saidana
Ph # 7141957-1553
Description of Job.
534Sq. Ft.
Room Addition
New Mtr Bdrm
w/ Bathroom
A.P.N. # 109-315-05
Sheet:
mvx� �9- �
Z x R'COLLAR TIES @ 46'o/c
NORTH ELEVATION SC 1/4 � I =0
ASPHALT SHINGLE TO MATCH (E) S.F.R.
ASPHALT SHINGLE TO MATCH (E) S.F.R.
an
12
3 1 —
3
IDEll
F.L.
\ (E) 24" x 1801
FOUNDATION ACCESS
SOUTH ELEVATION
12 12
3
1WIX 18 A 3
VENTILATION
STUCCO TO MATCH
(E) S.F.R.
F.L.
F.GP'
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T.O.P.
W.L.
.STUCCO TO MATCH
(E) S.F.R.
00
F.L. ZO00)
4.
E;. F.G.
12" x 6" FOUNDATION
VENTILATION
(TYP)
vv V=Ovv
EAST ELEVATION scl/4
\ (N) 24" x 18!'
FOUNDATION ACCESS
F=--1
ASPHALT SHINGLE TO MATCH (E) S.F.R.
12 12
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17
M
2017 W. A NCO AVE
PHONE 714 / 285-1121
SANTA ANA, CA 92705
macielal@msn.com
REVISIONS
. Owner:
Mrs Gabriela Saldana
Ph # 714 / 957-1563
Description of Job:
6�4 Sq. Ft.
Room Addition
New Mtr Bdrrn
w/ Bathroom
. .............
Sheet:
A�2
I
FLOR SLIEATINS
%" T&G PLYWOOD W/8d @ 611 o1c ENIBN & 8d @ 101,
o1c FIELD
. tv
1W
16070 GRGE, DR.
-7 /-7- /--7-/—/
NEW FOUNDATION
I In � I 9=01018
FOUNDATION PLAN SC 4
'ROOF SHEATING
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
ROOFING MATERIAL
ASPHALTH SHINGLE CLASS'B'OR BETTER TO MATCH (E)
S.F.R.UNDERLAYMENT
ivv,m I
ROOF FRAMING PLAN SC 4
Is
2017 W. A LCO AVE
PHoNE 7141 285-1121
SANTA ANA, CA 92705
macielal@msn.com
REVISIONS
Owner:
Mrs. Gabriela Saldana
Ph # 714 1957-1563
Description of Job: i
q.
Room Addi�it.
New Mtr Bd
wl Bathroom"l, '2119
Sheet-.,
S �l
STRUCTURAL NOTES
CONCRETE
I.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD POCK
TYPE (150 'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO
ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 W
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-1 50.
4,- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2,600 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.
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.
8.- 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 3/4"
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 95 * F.
12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
PLYWOOD
1.- PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-96 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 SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING,
FOUNDATION NOTES
I,- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL 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.
$,- ALL FOOTING SHALL BE CENTERED ON PLASTER ANDIOR 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
ANDIOR 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 CAST4N-
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"TO4'WIDE, 6& DEEPER No. I
BEAMS, PURLINS OVER 4" WIDE No. I
SUBPURLINS 2- TO 4- WIDE, 6 & DEEPER No. I
LEDGERS No, 2
STUDS 2'x 4" OR 3x 4" STUDS
STUDS 2'x 6' No. I
POSTS 6'x 5" 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 518' 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 ABU`rING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
WALL WITH 518" ANCHOR BOLTS AT 24'0/C.
6,-ALL NON BEARING STUD WALLS, SHALL BE 2x STUDS AT 16, 010 WITH 5/8" GYP, BOARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT V 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 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 SNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT
INTERVALS OF 8' WHERE JOISTS ARE 2x 12" OR DEEPER.
I I. MAXIMUM LINSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2'x 4'@ 16'01C UP TO 14W
2"x 6'@ 16'01C UP TO 20'-0"
2" x 8" @ 16" O/C UP TO 26'-0'
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/37AND A MAXIMUM 1116"
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS
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-615GRADE 60
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
BENDING IN ACCORDANCE WITH ACI-318-95.
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
1.
EXPOSED TO WEATHER
1 Y211
EXPOSED TO EARTH
21
PILASTER, BEAM & COLUMN TIES
I%,
FORMED FOOTING AND WALL EXPOSED TO EARTH
21
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.
5.-WELDED WIRE FABRIC SHALL CONFORM TO ASTM AA 85 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-615
GRADE 60.
9,-ALL REINFORCING BAR SENDS 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.
I I,- REINFORCEMENT THAT 18 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 SMALL BE PROVIDED AT ALL POUR JOINTS ON THE
DRAWINGS, WHERE LAP ANDIOR 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 V NOR
I BAR DIA NOR Ix MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
SILL BOLTING
MARK
WALL TYRE
ALLOWABLE EXTERIOR INTERIOR SILL NAILING -- ---------
@
SHEAR WALLS WALLS UPPER STORI ES
7/8'STUCCO OVER PAPER BACKED LATW116 GA STAPLES@ 6" O/C @TOP& BOTTOM
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (ICBO
180 PLF
518 @ 59- O/C
5/8 @ 55" O/C
16d @ 8" O/C
No. 1318, FEB, 1973) OR ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
rt
3/8'PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6" OIC @ EDGES & 12" 01C FIR D
260 PLF
5/8 @ 38" O/C
5/8 @ 38" O/C
16d @ 6- O/C
(TABLE 23-11-1-1 U.B.C.) NOTE 1,9,10 & 11 BELOW
3/8" PLYWD SRUCT If OR STD SHTG WITH 8d NAILS @ 4" 01C @ EDGES & 12" O/C FIELD
350 PLF
5/8 @ 26" OIC
518 @ 26" O/C
16d @ 4" O/C
(TABLE23-11+1 U.B.C.) NOTE 1, 6, 9, 10 & 11 BELOW
3ff'PLYVVD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4- O/C @ EDGES & 12" O/C FIELD
380 PLF
518 @ 26' OIC
5/8 @ 26" O/C
16d @ 4�' O/C - - ---------
(TABLE23-H-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW
1
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ T'01C @ EDGES & 12" O/C FIELD
490 PLF
5/8 @ 20"01C
5/8 @ 20 O/C
ri
16d @ 3
1/2" O/C
(TABLE2341-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" OIC FIELD
610 PLF
5/8 @ 16" OIC
5/8 @ 16- O/C
16d @ 2
1/2" O/C
(TABLE23-11-t-1 U.B.C.) NOTE 1, 3, 5; 6, 9, 10 & 11 BELOW
1/2'STRUCT IPLYWD WITH 1 Od NAILS @ 2'01C @ EDGES & 12'0/C FIELD
870 PLF
3/4 @ 16" OIC
3/4 @ 16" 01C
WA
OVER 3X STUIDS(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
NOTES',
1r A LL tUUt:S Of- F LYMOU -5H IzAKWALLS M US I 15h tJ LQ(;KtU WI f H Zx SOLID BLOCKING FOR WALLS TYPES 9 & 1D, A ND 3 x SOLID BLOCKING FOR WALLS TYPES 11 V, 13 & 14
2.-WHERE SHEAR WALL SHEATING IS TO BEAPPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. 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
S.- GRAM ING AT ADJOIN ING PA NEL EDGES SHALL 8 E 3- INCH NOM INA L OR WIDER & NAILS SHALL B E STA GGERED
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
FRAM ING M EM 8 ERS OR FRAM ING SHALL BE 3- INCHES NOM INAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
--- — --------
7.-ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5f8'x IY'A B"s @ 48" OIC UNLESS OTHERWISE NOTED ON PLANS
SHOT PINS @ 32" 01C & 48- O/C RESPECTIVELY: I.E. OZA RK # H -67 IC50 REPORT 1280, M AY 1987
B-ALL INTERIOR B EA RING A NO NON BEARING FOOTINGS TO HAVE 7/32
9,- USE 212 x 2 12" x 31 W PLATE WASHERS
----------
10- USE CDX CC OR STD SHTG IN LIEU OF SRUCT It PLYWOOD -ALL PLYWOOD SHALL 8 E DOUGLAS FIR. OTHER SPECIES M AY REQUIRE CHANGES.
11 AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TOCOMPLY WITH SILL BOLTING ICBO# 1372MIN EMBED 7 12"
12.- USE DOUBLE FLOOR JOISTS BELOWALL 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 HOLDOV\N SCHEDULE TO THE LOWER LEVEL OR TO THE FOUNDATION.
------- -------
-- --------- ---- -------
Id
Ea 2" x W*
X
or
4'-0- 141N. LAP
8) 16d @ MIN. 11 @
LASTUB—, P TOP PLT. 16d @ MAX 16' O,C.
I
04
HDR
MIN
16d
0. C.
NAIL
2X T
KING
@ JA
(2>
EA.
TO PI
x 6" Starter Board
x 4!'
32" o1c Notch
- 2" x V' Dbl Too Plate
X W,
2) 16d / STUD
24'
ACE
(3) 16d E. N,
TYP,
STUDS'l
(2> 16501 E. ft
TO 2X SILL
TYP.
PROVIDE IX6 LET -IN
BRAC'G (IF NO SHEAR
WALLS OCCUR) @ 60
MAX. @ 45 MIN. W/
(3) 8ol EA. END & EA.
STUD BRACE EA.
CORNER @ 25' D. C. MAX.
PROVIDE 2X FIRE
BLOCK WHERE WALLS
EXCEED 10' H, & AT ALL
CL' G & SOFFIT LINES
-2X STUDS
@ 16' U. C.
6X P, T. D. F, S I Lh PhT.
W/ /8 - DIA. A CH R
0 k7s W/ -7 EMBEDT
E OUNDATION PLAN.
PROVIDE 0' 0, C. . & 4 1/2
I /,IP' MAX. FRM,
CITI I r,A
0
1- 2X STUD WALL PER PLAN
2- 2X4 PLT.
3- SHEAR WALL WHERE OCCURS
4- 2X BLK'G OR
RIM JST,
5- 1' PLYW'D SHEAT'G PER
PLAN 0/ 2X FLR, JST.
PER PLAN W/ R-19 INS,
6- MUDSCREED AT EXT. WALLS
7- A-35 @ 16' D. C.
8- 2X4 P. T. D. F MUDSILL W/ & B.
PER PLAN W/ ? 1/2 *X2 1/2
X 3/16 ' THK. PLATE WASHER
9- CONCRETE FTN'G PER PLAN
10- < 2) #4 REBAR TOP & BUT.
EXTERIOR FOOTING
18' sq_;
1
4X4 POST WHERE OCCURS
W/ ST6215 EA. SIDE
FLR. SHEATING PER
PLAN 0/ 2X6 F. J,
16' O. C. W/ R-19 INS
3- 2-2X BLK'G
4- 4X6 GIRDER
5- A-35 EA, SIDE
6- S' X S' X2' P. T. PLATE
W/ 5/8 * D I A A., B.
7- CONC. PIER
I EXTERIOR BEARING WALL (4p4-VAfV ) I CONCRETE PIER 1 2 1
3—
&
_4
+
SCHEDULE
TYPE
E HD 2A HD5A HD6A HD8A HDIOA
Bf2-5/8
2-3/4
3-3/4
3-7/8
4-7/8
/DIA
i Post per plan
z xStud
HB",
41/2"
5 11,V
5 118"
61/8"
61/6'
(4 x min) 1!
ie' r
SB
2 1/2"
3"
31/2"
3 1/2"
3 112"
CL
1 1/2"
2 1/16"
2 1/16"
2 1116'
21116"
W13 per sch6di
SO
114,
1/2"
3/4'
3/4'
314'
. . .........
S
.........
SSTB#
+
(HDA)
1
16
20
28
28
28
'Holdown
pour
per plan 1
Le
t
12
16
24
24
24
tJD
..............
ranefted
SSTB#
20
24
34
34
34
1,2x
2 pour
L
16
20
28
28
28
2-2x
Les
ninembed
Allowable
Slmpson or 3x
load (133)
2775
4010
5100
7460
9540
M mbe-d
I S;S: per plan
WIM
..... . ... .....
Per Schedule
Allowable
min cir
(w)
277 5
7460
9540
EWthquake
Note Concret Stem Walls shall be: ILoads
'6" min widht for 518" o Anchors
based on min 4x post size or max anchor
load
min widht for 718- o Anchors
.............. ...... . .......... -- -----------
i Note For raised foundation use SST8 for
8" min for cone
pour system and extend bott beyond
7nn_J__
.... ......... .. ......
sl plate above floor sheating
. .......
I- ROOF SHT'G 0/ 2X ROOF RFTR.
PER PLAN (1X6 STARTER BOARD
-SHIPLAP- AT EXPOSED EAVES)
2- t N.
3- (3)- 16d @ RFTR, TIE
4- 2X BLKG W/ A-35 @
16' 0, C. , U. N. 0.
5- 2X CEILING JST.
PER PLAN
6- DBL TOP PLATE PER PLAN
7- 2X STUDS @ 16' O.C,
OR WD. BM, PER PLAN
8- SHEAR WALL PER PLAN
WHERE OCCURS
SEE SHEAR WALL SCHED.-
FOR SHEAR TRANSFER @
SHEAR WALLS
ISHEAR TRANSFER 10=11-011 4
AAV T EE
PREPARED
tARED Y
pi ]RED DBY
D AI T I lG,
ArjacOi Mociel
2017 W. A LCO AVE
PHONE 714 / 285-1121
SANTA ANA, CA 92705
macielalifcbmsn.com
REVISIONS
Z�
L
LU
■
CD <
LO F�
6j (D <
c.� s- Ci,�
Owner:
Mrs Gabriela SaIdana
Ph # 714 / 957-1563
Description of Job:
5 -?, - �-+ S . Ft.
Rom oition
New Mtr B rm
w/ Bath
Sheet: