HomeMy WebLinkAbout10146788.pdfPREPARED BY:
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714 285 1121
2017 W. Al -co AVE-
SANTA ANA
CALIFORNIA 92703
MAC I ELALOMSN. COM
REVISIONS
014AWN
CHECKED
DATE
SCALE
JOB NO.
SHEET
Aml
BETS
AEVISIO VS SY
i 11iZ.L.
'outu-ov
Plywood sheating
2-16d Ea 2" x 4"
2'" x 4" Cont. Blocking wl 16d @ l
8" o/c or A-36 @ 32" o/c
1" x 6" Starter Board (shiplap)
2" x 4" Flat Lookout @ 32" o/c Notch into
First Rafter
E. N.
2 - 2" x 4" Dbi Top Plate
2" x 4" Studs @ 16" o/c w/
R-13 Insul.
GEb!ERAL 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-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.
!I
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.
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 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 S 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 NOTES
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, 210-8. "ALL 126 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/NONBEARING WALLS SHALL NOT
EXCEED 25% / 40% RESPECTIVELY. BORED HOLES IN BEARINGINONBEARING
WALLS SHALL NOT EXCEED 400/6/60% 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)
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.
- , - -- - -�,, � ,�--�,)��� ),vw �� t,��,.t,. ��'GTto�--.I 1 �Z�t'1l�llf'�1�j•-�
AgTz- P
IGi G'` AC'-c.eE.g�� t � �li�
l
ELEVATION NOTES
A. ASPHALTH SHINGLE CLASS 'B' OR BETTER OVER # 15 FELT
UNDERLAYMENT, TO MATCH (E) S.F.R.
B. 2 x FASCIA TO MATCH (E) S.F.R.
C. STUCCO OVER APPROVED LATHE & BUILDING PAPER - COLOR BY
OWNER, TO MATCH (E) S.F.R.
D. FOUNDATION VENTS 12"x6" MIN., PROVIDE 1 SQ. FT. FOR EACH 150
SQ.FT. OF UNDER FLOOR AREA, USE CORROSION - RESISTANT WIRE
MESH WITH WIRE MESH OPENINGS OF V4" IN DIMENSION. 1211 M1w
E. UNDER FLOOR ACCESS AREA 18" x 24" MIN. W/ WIRE MESH COVER.
F. NEW CRICKET TO DRAIN,
He-G. 4' x 18" ATTIC VENTILATION
Exterior Finish —
2" x 4" Sole Plate
2" x Blocking --
A. 35 @ 16" o/c —
P.B- 44
w. I mij .,
0
18" sq.
2" x 4" Studs @ 16" ofc w/ R-13
Insul (Exterior)
314" T & G Plywood or Blocked
2" x 6" F.J. @ 16" oic w/ R-19 Insul
� 2" x 4" P.T. Mudsill w/ 6/8" x 10-
18" min L. A. B. & Mudscreed w/
2" x 2" x 3/16" washers @ 48" o/c
11111M1111
# 4 Rebar Top & Bolt
2" x 6" Floor Joist @ 16" o/c
w/ R-19 Insul.
3/4" T & G or Blocked Plywood
VI/WWWWW
4" x 8" Girder
4" x 4" Post (As Required)
�` -- 6" x 6" x 2" P. T. Block
Conc. Pier
P.B.44
.: all
3 # 4 Rebar Dowell @ ea, Way 18" pip
3- " .S?
IL 24" Sq. ___>I (Qk Sq. X 24" V, Conc. Pad
CL
31/2"
Post per plan
0,
2 xStud
(4 x min)
Filler
WB per sched
-----
SB
Hoidown (HDA)
per plan
S
HS
2x
Simpson
2x 22x
or 3x
Le
Min Embed
SST8
per plan
Per Schedut
3" min cir
SCHEDULE
TYPE
HD2A jHD5A
HD6A
HD8A
HD10A
MB
2-518
2-3/4
3-3/4
3-7/8
4-7/8
OTY/DIA
HB
4 112"
5 1/4"
5 116'
6 1/8"
6 1/8"
SB
2 1/2"
3"
3 112"
3 112"
3 1/2"
CL
11/2"
21/16"
21/16"
21116'
21/16'
S4
114,
112"
3/4"
314"
314"
SSTB#
16
20
28
28
28
1 pour
Le
12
16
24
24
24
m n embed
8ST89
20
24
34
34
34
2 pour
Le
16
20
28
28
28
min embed
ANowable
load (133)
2775
4010
5100
7460
9540
Wmd
A)lowable
wad (133)
2775
4010
5100
7460
9540
Earthquake
{dote: Concret Stem Wails shall be: Loads based on min 4 x post size or max anchor load
6" min widht for 6/8"' o Anchors
8" min widht for 7/$" o Anchors Note For raised foundation use SSTB for
8" min for cone block two pour system and extend bolt beyond
sill plate above floor sheatin
A-36 @ 32" o/c (Alt) --
1/2" Drywall int. Wall & Ceiling
Roofing Material o/ 15# Felt
& 1/2" CDX, 24/0 Plywood
2" x Roof Rafters per plan
2" x Ceiling Joists per plan
w/ R 301nsui
2" x Blocking w/ 346d per block &
6-16d @ Rafter Tie
2 - 2" x 4"' Double Top Plate
2" x 4" Studs @ 16" o/c w/R-13
Insul (Exterior)
Exterior Finish
P1352--Z
If-1 -e1op `4
i
DRAWN
CHEC KSO
{
4
DATE
SCALE
Joe No.
SHEET
A=2
CN
FLOOR FLOOR-SHEATING
3/4" T&G P1 YWO D Wl 8d @ 611 o1c ENIBN & 8d @ 10"
Did FIELD
n -
00�
ROOF SHEATING
CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS
@ 6" ENIBN. 8d @ 10" Olc FIELD. PROVIDE ROOF RADIANT
BARRIER PER T-24 AT PLYWOOD UNDERSIDE
1 ROOFING MATERIAL
ASPHALTH SHINGLE CLASSWOR BETTER TO MATCH (E)
S.F.R. Wl # 15 FELT UNDERLAYMENT
I
STRUCTURAL NOTES
CONCRETEGRADEJOIST,
3�-
PURLINS 2" TO 4" WIDE, 6 & DEEPER No. I
BEAMS, PURLINS OVER 4" WIDE No. I
1: ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
SUBPURLINS 2" TO 4" WIDE, 6 & DEEPER No. I
TYPE (150 -CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO
LEDGERS No. 2
ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05
STUDS 2" x 4' OR Wx 4' STUDS
STUDS Z' x 6" No, 1
2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM
POSTS 5'x 5' AND LARGER No. I
C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301.
SILLS, PLATES AND BLOCKING No. 2
3,- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF
CONFORMING TO ASTM C-1 50,
GROUND, SHALL BE PRESSURE TREATED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED
TO THE FOUNDATION WITH 518' DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12"
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
FOOTINGS 2,500 PSI
5.- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
SLAB OR GRADE 2,500 PSI
WALL WITH 5/8' ANCHOR BOLTS AT 24" OfC,
SIDEWALKS 2,000 PSI
6.- ALL NON BEARING STUD WALLS, SHALL BE 2x STUDS AT 16"01C WITH 518" GYP. BOARD
S.- MAXIMUM SLUMP SHALL NOT EXCEED 4'.
EACH SIDE, UNLESS OTHERWISE NOTED.
6.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT I' x 6" DIAGONAL LEFT -IN BRACES AT
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
ENDS AT INTERVALS NOT EXCEEDING 25 FEET 010 UNLESS OTHERWISE NOTED ON
PERFORMANCE CAN 85 ASSURED.
PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES.
T- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
8.- COMMON NAILS SHALL BE USED.
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
74-
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
9.- FIRE BLOCKING 2' x I Y2 " THICK SHALL BE PLACED IN STUD WALLS AT CEILING AND
CLEANOUT AND INSPECTION.
FLOOR LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT
SUPPORTS.
8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
FF
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26,
10- JOISTS SHALL BE SNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT
INTERVALS OF & WHERE JOISTS ARE 2"x 12" OR DEEPER.
9.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC,, SHALL BE FORMED WITH -/, -
CHAMFERS UNLESS DETAILED OTHERWISE.
11 - MAXIMUM UNSUPPORTE HEIGHT FOR NON -SEARING PARTITION SHALL BE:
2'x 4@ 16"O/C UP TO 14!-0"
10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX To
2'x 6@ 16'01C UP TO 20'.0"
ell
THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2" x 8?'@ W O/C UP TO 26-9'
11.- NO WATER SHALL BE ApDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 ° F.
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
I .-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 1/161,
PLYWOOD
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
I.- PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED
WITH THE ORPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED
I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS
OTHERWISE ON THE PLANS,
FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT. WITH A MINIMUM DIMENSION
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
OF 2 FEET.
# 4 BAR AND LARGER ASTM A- 615 GRADE 60
3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A305 AND
AND APPROVED BEFORE COVERING.
BENDING IN ACCORDANCE WITH ACI-318-95,
FOUNDATION N
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING
NOT EXPOSED TO WEATHER OR EARTH 1"
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER IEXPOSED
TO EARTH 71
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 a,
2.- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL
SLAB ON GRADE 2"
OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED
4.-SPLICE IN CONCRETE:
OTHERWISE.
MINIMUM OF 36 BAR DIAMETER OR IZ WICHEVER IS GREATER.
3: ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
OTHERWISE NOTED.
5., WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 85 AND 1-82-
4.- FINISH FLOOR (F.9 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
7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL,
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT,
<
STATE AND LOCAL SAFETY ORDINANCES.
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
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
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE
S.- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
MORTAR.
SHALL BE REMOVED AND RELOCATED.
11.- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD
9.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE
BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THEWRITTEN
FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2
APPROVAL OF THE ENGINEER OF RECORD,
HORIZONTAL TO I 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 INIDICATED,
10.- FOUNDATION MAY BE SUBJECT To TRUCTURAL REVISION IN THE FIELD DUE THE
PROVIDE CLASS'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY
POSSIBLE VARYING SUBSURFACE CONDITIONS.
SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
LUMBER
FABRICATION,
LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSL
DIVISION 23 (2001 C.8,C).
14.- CLEARANCE BETWEEN PARALLEL BAR$ IN A LAYER SHALL NOT BE LESS THAN I' NOR
2,- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO, UNLESS OTHERWISE NOTED.
I BAR DtA NOR lx MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
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SECTION A SC= 1147= 1'.0"
PRINTED ON CLEARPRINT 1000H.
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C
SHEAR WALL SCHEDULE
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPER
STORIES
If
we, 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
No, 1318, FEB, 1073) OR (ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
I SD PLF
5/8 @ 55"O/C
I
5/6 @ 55" 0/0
16d @ w o;c
l3WPLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & I Z" 01C FIELD
260 PLF
518 @ 38"OtC
5/8 @ N'01C
16d @ 6" O/C
(TABLE 2341-1-1 U.B.C. ) NOTE 1,9,10 & 11 BELOW
I Z� 1ITABLE23-11.1-1
318!'PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4!'OIC @ EDGES & I Z'O/C FIELD
350 PLF
5/8 @ 26, oic
5/8 @ 26" OIC
16d @ 4" O/C
U.B.G.) NOTE 1, 6, 9, 10& 11 BELOW
I
A 1\ irrABLE
318"PLYWO SRUCT It OR WITH 8d NAILS @ 4" O/C @ EDGES & I Z'O/C FIELD
380 PLF
5/8 @ 26" 01C
518 @ 26" O/C
16d @ 4" 01C
23-11-1-1 U.B,C, 3L5 69 , 10&11 BELOW
A
316 PLYWD SRUCT 11 SHTG WITH Ild NAILS @ 3" O/C @ EDGES & I Z'O/C FIELD
490 PLF
518 @ 20, o/c
m @ 20, Dic
16d @ 3
.1.1 U.S.C,=3,5,6,9
(TLILE 23 _10 & 11 BELOW
1 /21 01C
318'PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12' O/C FIELD
610 PLF
5te@16"O/C
5/8 @ I &I 01C
16d @ 2
(TABLE 23-11-1-1 U.S.C.) NOTE 1, 3, 5,6,9, 10 & 11 BELOW
11210/C
112" STRUCT IPLYWD WITH 1 Od NAILS @ 7 O/C @ EDGES & 12!'01C FIELD
870 PLF
3A@io,O/C
3/4 @ 16!, oic
NIA
14 ------ N IOVER
LX STUDS(TABLE 23-114-1 U-S,Q) NOTE 1.,3.5.6. 9. 10 & 11 BELOW
I
NOTES:
t- 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, (I.E. HALF THE 010 SPACING)
3.- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/RRST 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 AWALL 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 SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
T- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 518" x 10" A.B.'s 48" O/C UNLESS OTHERWISE NOTED ON PLANS
8,- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS @ 32'01C & 48' O/C RESPECTIVELY: I.E. OZARK # H-67 IC80 REPORT 1280, MAY 1967
9.- USE 2 lt2 x 2 lf?x 3/1611 PLATS WASHERS
%- USE COX 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 ICED # 1372 MIN EMBED 7 la'
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.
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714 t 285 1121
:017 W. ALco AVE.
SANTA ANA
ALIFORNIA 92703
11ACIELAI-01YISN.COM
REVISIONS
SITE:
Dr=vELoPER / OwNER:
2X STUDS * 16"
W1 2X P.T.D.F. SILL
F"L T. 4 A.B. PER PLAN
04 REBAR DOWELL AT 24"
O.0 AT 2-POUR OPTION
7
77
LOCATION OF
REINF. AT 2-POUR
L4
OPT'N
04 BAR TOP 4 BOT
MIN. SEE PLANcR
CONC. FT'G
PER PLAN
12" MIN.
CURB AT GARAGE
ROOF SWTiG 0/
2X W. WTFP- _-N
PER PLAN
RFTR. TIE
2X BLK'G W1 A-35
161, O.C_ 4 (3)
HOLES W/ G.I.
SCREEN FOR VENT.
2X TIES
+ +
PER PLAN
L
M.N. SEE DET
FOR ARCH.
2X STUDS 6 16" O.C.
3 DETAIL
OR WD. BM. PER PLAN
PLYW'D SWEATING
WHERE OCCURS
SEE SWEAR WALL. SCHED.
FOR SHEAR TRANSFER
SWEAR WALLS
SHEAR TRANSFER @ SAVE 2
(2i- I&d 0
EA 2X4
WMAX
A-35 Si V-0" O.C.
2X4 FLAT LCOKOUTO
2X STUDS * 16" O.C.
32" O.CNOTCH INTO
FIRST RAFTER
SHEAR TRANSFER
AT GABLE END
3
A
DBL. TOP PLATE
WDR. PER PLAN
)A
40
00,
REM
-4 fwr
X
V
ST3,'6
SHEAR PANEL 4X4 BLK*G
WHERE OCCURS
(HATCHED)
STRAP AT HEADER
r.i.-o-, 4
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
CBC, PLUMBING, ELECTRICAL AND MECHANICAL CODES,
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 DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWINGS.
4 PREPARATION OF BUILDING SITE SHALL BE PER
SECTION 3302 CBC.(ALL STUMPS AND ROOTS SHALL
BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST
12 INCHES BELOW THE SURFACE OF THE GROUND TO
BE OCCUPIED BY THE BUILDING)
5. ALL NAILING TO COMPLY W/ TABLE 23-11-8-1. CBC
TYPE OF CONSTRUCTION VN
OCCUPANCY GROUP U-1
FULL HEIGHT STUDS
ROOF OVERHAWs
INE
err
UP
4 4.12
x
w 4.12
q PITCH
PITCH
-q
x
up
=@7Zo:
-
ur
2X6 TIES 48" O.C.
1 4X61 R.R. 16" O.C.
I iL
2X6 R.R. 16" O.C.
"7—
GARAGE
fl
1
110 OUTLET
XO
"Sr-
V
O FOR GAR, PENER
4X'14 OF- j WOR
GAR DR.
SHEAR WALL SCHEDULE (2001 CBC)
SHEAR PANEL DISCRIPTION
ID(TERIOR�!
I FOUNDATION
INTERIOR
FOUNDATION
TOP
ANCHORAGE
ANCHOR BOLTS
ANCHOR BOLTS1,1'
SIMP. A35 (F)
"A&%"
COX PLY 8d 0 6" O/C 1 SIDE
\—,Slmp, STI81 4
TOP PLIT TO
FULL HEIGHT STUDS
FLOOR & FRAMING PLAN
ROOF SHEATHING,
1/2" COX PLYWOOD (OR OSB). UNBLOCKED.
8d C 6" D.C. SUPPORTED ENDS & BOUNDARY
8d 0 12" O.C. FIELD.
0
no
I M,/
G.I. STUCCO
SCREEED -
(TO MATCH 12
HOUSE) 4F-
I G.I. STUCCO
REAR SCREEED
ATTIC VENT, TO
L
'IWO"
STIS
TOP PLT TO
WDR.
ELECTRICAL LEGEND
CEILING MOUNT. FLUOR. LIGWT
110V OUTLET
WALL MOUNTED LIGHT
"i% SWITCH
•
I
FULL HEIGHT STUDS
L=21ff
CONCRETE CURB- fo"WIDE
CONCRETE SLA THK W/ VXV- 100/108 W
OVER2" SAND VE COMPACTED EART14
.J
I
CONTROL JOINT I" SAW CUT.
EXTERIOR CONCRETE FOOTIN6_1. (12" W X 12" 0 W1 0)
04 TOP 4 BOTTOM MIN)
va u.
ell
01 1, '10
aim
L V-10" L 16'-4" 11P_0� L 2'- 1041 L
FOUNDATION PLAN
Oil
SECTIONAL GAR. 4
FRONT DOOR I/ n=r LEFT
4 -oil EXTERIOR ELEVATIONS
ANCHOR BOLT NOTE
ALL EXTERIOR WALL TO BE SECURED WITH
* X 12" A.B.'S 0 12" O.C. WITH In MIN. EMBEDMENT,
12" FROM ENDS MAX. AND 02" MIN, 2 PER FIEL
MIN.), UNLESS OTHERWISE NOTED,
AND WITH MINIMUM 2" X 2" X 3/16" T14ICK PLATE
WASHER UNDER NUT * EACH BOLT.
ASPHALT SHINGLE TO
MATCH WOUSE'S
0
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714 285 1121
2017 W. ALCO AVE.
SANTA ANA
CALIFORNIA 92703
MACIELALOMSN.COM
w REVISIONS
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DRAWN:
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CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
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