HomeMy WebLinkAbout10147485.pdf(KIN DDr) ancI=n
ct
a
164�2 W BROOK ST
ANALISIS AREA
WALL LEGEND
(E) WALLS TO REMAIN
(N) WALLS
(E) WALLS TO REMOVE
EXISTING S.F.R. AND GARAGE
1,241 S.F.
NEW PROPOSED ROOM ADDITION
6,11.5.jr.
ELECTRIC LEGEND
PROPOSED COV. PATIO
�o • S.F.
LIGNEW
FLU
FLUOR LIGHT
�.I.�
TOTAL LOT RATIO
;Z 10I2,' S.F.
OUTLET 110 V$
T
LOT SIZE
7,130S.F.
+�Iw
% LOT COVERAGE
°10
OUTLET 1t0VGFUVvP
INTGRRUPTOR'
SMOKEDETECTOR
no
PLO SC 8.e�
8
lww—I W-wo
SC
4
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 23-11-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"
8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8"
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 TUB/SHOWER
COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY
AFFECTED BY MOISTURE.
1V. 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
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN
30" WIDTH AND HAVE 24" MIN. 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 1/3 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"
18. 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.
STRUCTURALIVOTES
20. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE
EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION.
21. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON
THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES.
22. NOTCHING OF EXTERIOR AND BEARING/NON BEARING WALLS SHALL NOT
EXCEED 25% / 40% RESPECTIVELY. BORED HOLES IN
BEARINGINONBEARING WALLS SHALL NOT EXCEED 40%/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)
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.
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS P,-13
ATTIC R-30
.�V OF w4
FENESTRATION FENESTRATION - U-FACTOR=0. +'!lMAX
SlIdGC- O.-40MAX
A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESS OR EQUAL. TO 0,05
INSTALLED TO COVER ROOF :Ftts, AND
GABLE END WALLS AT ATTICS
PREPARED
N7 i i N BY
•
i
l
—ra
♦ j !I ..
• •
REVISIONS
CN
W C
.0
W qr�
Mr Juan Cacho
309-5617
i
Description of ••
Room Addition
New Mtr Bdrm
Bathroom
..
Extended
w !
Covered patio
A.P.N. 109-362-11
l
t
[a
12 ASPHALT SHINGLE TO MATCH (E) S.F.R.
12
4
El
(E) 24" x 181# /
FOUNDATION ACCESS
W
WEST`
ELEVAATION SC 1/4 WV 1 =0!!
ASPHALT SHINGLE TO MATCH (E) S.F.R.
IM
V t:INI I ILA I IUINI I-UUINIU/-k I IL)IM Auutz5z> FUUNDA110NAGGESS
(TYP)
A*1 - V AAAT,
12
4
4F-12—
14�'x 18" ATM
IC
T.O.P. VENTILATION .p
W. L.
00
00
STUCCO TO MATCH
4
(E) S.F.R.
F.L.
F.G.
M
I - I
U
STUCCO TO MATCH
,/%,,. .(E) S.F.R.
F. L.
12" x 6" FOUNDATION
VENTILATION
(TYP)
2 x 4 COLLAR. TIES 0.48" ole
T.O.P.
W.L.
Nuel
R.L.
SC 1'q V �._0..
fl
2017 W. A LCO AVE
PHONE 714 / 285-1121
SANTA ANA, CA 92705
macielal@msn.com
REVISIONS
Owner:
Mr Juan Cacho
Ph # 714 / 309-5617
Sheet:
r-v�
s r 00- �
2017 W. A LCO AVE
PHONE 714 / 285-1121
SANTA ANA, CA 92705
macielal@msn.com
REVISIONS
W
0
me
Owner:
Mr Juan Cacho
Ph # 714 / 309-5617
Description of Job:
Sq. Ft.
Room Addition
New Mtr Bdrm
w/ Bathroom
(N) Bdrm # 4
(N) Bathrm # 2-'
(N) Extended
Bdrm #3
(N)*,2eoSq.Ft
Covered patio
are
Fie
ypp
S..l
STRUCTURAL NOTES
CONCRETE
I ` ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE (160 'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO
ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERfSITC8 OF LESS THAN 0.05 %.
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 SLOW ALKALL
CONFORMING TO ASTM C-150.
4-- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2,500 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 %'
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 BEADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF95'F.
12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
PLYWOOD
I.- PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-85 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 DOIL BEARING
PRESSURE PER 200I UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING 1,0DO 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.
6.- 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
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 CASTAN-
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.%
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 7' xe, No. I
POSTS 6'x5"AND LARGER Na 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 5/8" DIAMETER x IU' LONG BOLTS AT 48" ON CENTER 12"
MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLE$S OTHERWISE NOTED.
5.- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
WALL WITH %' ANCHOR BOLTS AT 24'01C_
6.- ALL NON BEARING STUD WALLS, SHALL BE Tx STUDS AT 16" O/C WITH 518" GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT V x 6' DIAGONAL LEFT4N 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,
COMMON NAILS SHALL BE USED.
9.- FIRE BLOCKING 2" x I M ' 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 6 WHERE JOISTS ARE 2" x 12" OR DEEPER.
I I.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE
2'x 4" @ 16" OIC UP TO 14'-0"
7x 6'@ 16" O/C UP TO 20'-0"
2'x 8" @ 16'01C UP To 26'-0"
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1116'
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
1.- 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- 615 GRADE 60
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
BENDING IN ACCORDANCE WITH ACI-318-96.
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
V
EXPOSED TO WEATHER
EXPOSED TO EARTH
2"
PILASTER, BEAM & COLUMN TIES
1 %11
FORMED FOOTING AND WALL EXPOSED TO EARTH
2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH
31,
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 A-185 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 PLACINGANY CONCRETE OR GROUT.
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
GRADE 60.
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.
I I.- 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 WCRSL
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 V,
SHEAR WALL SCHEDULE 1997 U.B.0
F
SILL iOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SUNMAILNG
MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPER STORE
7/8"STLIC00 OVER PAPER BACKED LATWAO GA STAPLES@ 6"O1C@T0P&BOTTOM
PLATES, EDGEOF SHEAR WALL AND ON FIELD (COO REPORT No. 1823, FES, 1973) OR (1080
180 PLF
518 @ W OIC
5/8 @ 65"OtC
ied@8'01c
No, 1318, FEB, 1973) OR (JCSONo. 1254, FEB 1972) NOTE4AND 9 BELOW
3V PLYWD SRUCT NOR STD SHTGWITH 8d NAILS @ 6'01C 0 EDGM & IT 01C FIELD
PLF
E/8 @ 38' 010
US 38- 01c
t6d@6-0/c
(TABLE 234F1 LLS.C) NOTE 1,9,10 & 11 BELOW
318'PLYM SRUCT 11 OR STD SHTGWNrH Od NAILS 0 4- OC @ EDGES & 12- 010 FIELD
360 PLF
518 @ 26-
SM 26- 010
16d@4'0)C
(TABLE 234 11 U.SC.) NOTE 1, 6, 9,10 & 11 BELOW
318' PLYWO SRUCT It OR STD SHM W" Ed NA ILS @ 4- OiC @ EDGES & 12' 010 FIELD
380 PLF
618026
518@26-010
led @4'
BROW
/1 2\
318* PLYIND SRUCT It OR STD SHM WITH 8d NAILS @ 3' OIC @ EDGES & 12- OIC FIELD
490 PLF
618 0 2G' OIC
618 0 20- CIC
led @ 3
(TARI F TMLEl I I R r ) NOTE 1, 3, 6,6,9, 10 & 11 BELOW
1/2* 010
318* PLYWD SRUCT H OR STD SHTG WITH Od NAILS @ 2- OVC @ EDGES & 12- OIC FIELD
610 PLF
5M @ 16* O/c
$18 (4) 16- Orc
led @ 2
..... . ....
(TABLE 234i•1 U,13.0) NOTE 1, 3,5,6,9, 10 & 11 BELOW
112, O/C
/1-4\
1 t2- STRUCT IPLYWD WMA I Od NAILS @ 2- OfC @ EDGES & 12" C/C FIELD
870 PLF
1314 @ Iw ac
314 @ 16- 010
NIA
OV ER 3X STUDS ABLE 23414 U.B.C. NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
NOTES:
1
PREPARED BY
2017 W. A LCO, AVE
PHONE 714 / 2815-111221
SANTA ANA CA 92705
macieflal@mswcom
I REVISIONS
It 11 I -VI
a
Mr Juan �acho
I 14 / 3j 0 9 -55 617
Descript n of Job:
S Ft.
S A Roo on
N lew
B
N
(N) Bd�
N ga tf�
B crrrml�'y
IN) Rya
Covered patio
Sheet: