HomeMy WebLinkAbout10150089.pdfP.L. 50.0'
(E GRAGE
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NEW PROPOSED
ROOM ADDITION
660 Sq. Ft. --,
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a
1117 W. I'MYRTLE ST
r/NORTH
PL
sc= OT PLAN
N
6040 VI N SL
NEW DINING RM
191
G.F.16P.
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.
6, 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 16 C.F.M.
OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTI,LATON.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 21' x 611
ARCHITECTURAL STRUCTURAL 8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM
NIMUM OF 8"
WIDE AND NO "FLAr, STUDS PERMITTED. STAGGERED STUDS ARE
A C C E P 7 E D F OFF1 C u c 72 10 ACCEPTABLE.
9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF
70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUBISHOWER
-SEPARIATE KrFMAHITS APS Fv,'D`,�_ COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY
TCAL, AFFECTED BY MOISTURE.
be
[ELECRI
TP is get of pl;umus t on ju
10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11, kept-ha �
at , all tirna"s anc� to MOO 'any 0wngtes- Or NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SQ. IN. OF
_ I
18118-WiOr.8 011 Wna wifilout wriltan perrnisstan frorn the i FLOOR AREA, AND ENCOMPASS 30" DIAMETER CIRCLE
c! y Of Sa i!a kna11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN
3011 WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL.
T�he acceptance of this plan and 3w01ficaftins SHALL NOT 12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 6 AIR
b6 hold tc P-cf, nor be an approval of the violation of any 5 CHANGES PER HOUR.
-7 L (ONE STRAP AT TOP 113 OF THE TANK AND ONE STRAP AT BOTTOM
TIL
13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO
proviskons of Ai .1 nanceor SlMe L.
HE TANK}.
Accepted 3y Date 14. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS
co 10 MAXIMUM PER FLUSH.
CITY OF SANTA ANA 15. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE
NEW MTR BDRM PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.
al — — 16. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE
QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND
/I DISHWASHER, ETC..
11fm
ELECTRIC NOTES
O z 17. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-62 (a)
P 1120 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
7_1 - "
8. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
SMOKE DETECTOR110VS /0 19. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH
ti NEC Art. 210-8: "ALL 126 volt SINGLE PHASE, 16 AND 20 AMPERES
LD, LETCPLB RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS,
r0_1 0 PERIAlTrIPE: __G�E OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS.
co
GRADW
0 MEP STRUCTURAL NOTES
PERMIT4 20. THE CONTRACTOR SHALL PROVIDE ANY SHORING ANDIOR BRACING TO THE
EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION.
4030 VIN SL occ, GAOUI 1. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON
TEMP GLASS (u) (ID (a) THE PLANS AND SHALL NOT EXCEED CSC SECTION 2320.8.3 ALLOWANCES.
0 1 ------- 2 NOTCHING OF EXTERIOR AND BEARINGINOINBEARING WALLS SHALL NOT
IEM 0 SHOWER EXCEED 260/6
MOKE DETECTbMAR 110 VS rL A-V-) C,0DE EDITION--- BEARINGINONSEARING WALLS SHALL NOT EXCEED 40016f60016
0 F0_1 <
1:1
wic C? RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE
0) FLOOD ZON' NEARER THAN 518II TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
z 3. HEADER AND - TRIMMER -DETAILS- FOR DOORS AND WINDOWS ARE TO BE
YES SHOWN WITH THE FULL,LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE
WIAU //1 fluor 11gift T
0 FLOOD ZONE CER5 IF, REQ'D HEADER AND TRIMMER (2320.11.6)
�-NAT. GAS WALL HEATER CAT 2668 HC W/H t2668 HC REi USE SIMPSON ST 6224 TO TIE-IN TO EXIS71NG TOP PLATES.
30 min U) c")
L I
---------------- ---- ----
----- -------- -- ----
RADIANT &u3RIER @ ROOF YES
--------------- ----
---- ��tE) WINDOW AND WALL REMOVE YES Er% IN% T '117
r.
(E) BATH # 1 (10� - - , - ;"
TO CREATE NEW OPPENING EXISTING WIN TO REMOVE AND RESIDENTIAL DEV. FEE
TOR LOCATE PATCH YES
SCHOOL E)ISTRIC N JUL 19 2005
EXISTING WIN TO REMOVE AND (E) *INDOW AND WAI L
PATCH TO REMOVE A
Tb\CREATE
(E KIT NEW OPPENING (E) BDRM # 1
SHEETINDEX
0 — — — — — — — — — SMOKEDETECTORgVS
@�----------m A -I= PLOT AND FLOOR PLAN
- 1 -1 —
F0 A-2= ELEVATIONS AND SECTION
SMOKEDETECTOR9VS w S-I= FOUNDATION AND FRAMING PLAN
F-01 SD -I= STRUCTURAL DETAILS
2668 HC cl) T-24= ENERGY CALCULATIONS
TOTAL OF SHEETS= 5
2668 HC
VIN SL
G.F.g.P.
SH & POLE
---------------------
F.G.
W/C
I
SHOW
&
30" min
TUB
11(ht
NEW W.L/ CL
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NEW BATH 4
2
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G.F.L
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G.F.1
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(E ) LIV RM
(E) ENTRY
(E) 6040 AL SL
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3:
0 SMOKE DETECTOR OVS
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(E) BDRM # 2
APpROVIED
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(E) 6040 AL SL LandscVI-Pz
PLANK'..
ANALYSIS AREA
RANSf' 17 x�U,61�
EXISOTNG S.F.R. 872 S.F.
ALR'E'QUIRED- Yf
bG TWO CAR GARAGE 470 S.F.
____NEW —PROPOSED ROOM ADDITION 660 S.F.
? 1,7 14) 6611 2 71
V 2,002 S.F.
TOTAL LOT RATIO
LOT SIZE 6,900 S.F.
% LOT COVERAGE 29%
1st. R.L.
2nd, R.L.
I
20
PHALT SHINGLE TO MATCH (E) S.F.R.
❑ STUCCO TO
MATCH (E) S.F.R.
------ ----- ----- — — — ----- --- — — —
12" x 6" FOUND'N VENT. (TYP)
M
NORTH ELEVATION SC_ 1/47— 1-W W
EXISTING R.L. 12
EXISTING R.L.
0072
E
12
41
------ - - -----
ASPHALT SHINGLE TO MATCH (E) S.KR.
12 EXISTING R.L.
12 1 1 1 1 1 1 1
I'I'l
14" x 18" ATTIC I4
- - ----------
- - - - - - - - - - - - -
I EIETIEI EIE 1:1
STUCCO TO
[EILLILI .1:1LJL:jE1 MATCH (E) S.F.R.
_J
------ - ------- - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - -
EXISTING NEW J
12" x 6" FOUND'N VENT. (TYP)
SOUTH r0".0LEVAT1%`#'hN SC= 1/47= 1*-W"
ASPHALT SHINGLE TO MATCH (E) S.F.R. ASPHALT SHINGLE TO MATCH (E) S.F.R.
41 12 12 14 41 12 12 1 4
W x 18" ATTIC
VENTILATION
------ ------ ------ - ---- - ------ --- --
--- - -----
W x 18"ATTIC
VENMATION
77
fo E11_1
STUCCO TO
MATCH (E) S.F.R. ILrE11:11
F.G.
18" x 24" FOUNUN ACCESS
12" x 6" FOUND'N VENT. (TYP)
2"X 8" RD. BD.
C2"x 6" R.R. @ 16"o/c C
w"AT ELEVATION SCZ Y4"M I "-W AUF 1
12
41
1st. R.L.
ti
ASPHALT SHINGLE TO MATCH (E) S.F.R.
12
14
D.
2' x 6- C.J. 48 16' 0/c w/ R-30 INSUL (TYP)
6 DRYWALL INT. WALL&
D-1
CEILING
2"x 4" STUDS @ 16" o/c w/
R-13 INSUL (TYP)
:Y4"T&G PLYWOOD
z I
4"x6"GI DE
2"x 6"F.J. @ 16" o/c w/ R-19
INSUL (TYP)
EXISTING R.L.
SC_ Y4-- I "WI
2nd. R.L.
T.O.P.
W.L.
1st. R.L
ATTIC VENT. CALC'S
660 S.F. /150 = 4.4 Sq. Ft. x 144 = 634 Sq. In. REQUIRED
1.- ATTIC VENT
1 1 -2 x 14" x, 18" = 252 x 2 = 504 Sq. In.
2.- G.I. Screened Eave Vent.
3 Holes 2" each (per block) = 9 Sq. In.
At North -South Side =21 x 2 x 9 = 378 Sq. In.
At East Side = 15 x 9 = 135 Sq. In.
TOTAL VENTILATION PROVIDED 1017Sq. In.
UNDER FLOOR VENTILATION
660 Sq. Ft /150 = 4.4 Sq. Ft. x 144 = 634 Sq. Ft. REQUIRED
12" x 6" FOUND. VENT = 72 Sq. In. Each
634/ 72 = 9 Vents
9 Vents. x 72 = 648 Sq. In. PROVIDED
TOTAL UNDER FLOOR VENTILATION PROVIDED = 648 Sq. In.
0 7 0
16"
_P NEW STUDS
SAVE VENT. DETAIL
011
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lkleyjao ".
VO4
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
Owner:
Mr. Benjamin Albarran
Ph # 714 - 0649
WEST' ELEVATION SC_'y47= 1-W
Description of Job:
9tedlam x 12" L. A.B. Q 48" o/c, 7" min EMBED, 12" FROM ENDS,
MIN 2 PER FIELD, w/ 2" x 2" x %8" WASHERS (TYP)
1
Joist to sill or girder, toe nail 3-8d
2
Bridging to joist, toe nail each end 2-8d
3
1"x 6" 25 rnm x 152 mm subfloor or less to each joist face nail 2-8d
4
Wider than 1" x 6" 25 trim x 152 mm subfloor to each joist, face nail 3-8d
5
2" 51 mm subfloor to joist or girder, blind and face nail 2-16d
6
Sole plate to joist or blocking, typical face nail 16d @ 16" o/c
Sole plate to joist or blocking, at braced wall panels 3-16d 2er 16"
To !ate to stud, end nail 2-16d
a
Stud to sole plate 4-8d TOE NAIL or 2-16d END NAIL
9
Double studs face nail 16d @ 24" o/c
10
Doubled top plates, typical face nail 16d @ 16" o/c
Doubled top plates, lae splice 8-16d
11
Blocking between joists or rafters to top plate, toenail 3-8d
12
Rim joist to top plate, toenail 8d @ 6" o/c
13
Top plates,laps and intersections face nail 2-16d
14
Continuous header, two pieces 16d 9, 16" o/c along each edge
15
Ceiling joists to plate, toenail 3-8d
16
Continuous header to stud toenail 4-8d
17
Ceiling joists, laps over partitions, face nail 3-16d
1 q,Ceiling
joists to parallel rafters faoe nail 3-16d
191
Rafters to plate, toenail 3-8d
20
1" 25 mm brace to each stud and plate, face nail 2-8d
21
1" x 8" (25 mm x 203 mm sheating or less to each bearing, face nail 2-8d
22
Wider than 1 " x 8" 25 mm x 152 mm sheating to each bearing, face n.3-8d
23
Built-up comer studs 16d @ 24" o/c
24
Built-up girder and beams
20d Q 32" o/c top and bottom and
staggered 2 20d @ ends and 0_ each splice
25
2".Planks 2-16d 9, EACH BEARING
%" COX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS @ 8"
EWBN . 8d @ 10- O/C FIELD. PROVIDE ROOF RADIANT
BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFING MATERIAL
ASPHALTH SHINGLE GLASS'S' OR BETTER TO MATCH
(E) S.F.R. W/ # 15 FELT UNDERLAYMENT
ROOF VALLEY FLASHING HAS TO BE
GALAVNIZED SHEET METAL (28 GAUGE min)
ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS.
NOTCHING OR BORING OF ENGINEERED BEAMS
REQUIRE ENGINEER APPROVAL
4"
+41
g*.
mQ
y L= 5-6"
4" x 4" DR l
i
I
i
t'
t
L= 8'-W
22" x 30"
ATTIC�ACCE
Q �51Ei=f'
I
J'C t
ae�Ci
PK{)YEC:T BY
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sv
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Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
7141470-9162
Garden Grove, Ca
92841
i
4" x 4" HDR 4 x i-
i
i 8 TUJ
2" x 6" R.R. @ 16" o/c 2" x 6" R.R. @ 16" o% T
i
Iv_ i
XI
L= 12' "
pi 9
aXo, I
2"x6"C.J. @16'o%
C7
�i
SIMP. ST. 6236 i
srA
40 \
4" x 8" HDR 4" x 4" HDR 4" x 4" HDR 4*4gg
05-
Q i ATTIC A 22".x —14
! N S
17 W R.R. @ 6 do 2" x
°q i ZD / 9 L
}y ;D I
20 4AX }A .il S�MN
W/ A3
SIMP. ST 6224 @TOP PLATE z _ — 7 77?TTT 1
. , 3Y2" 11%" P.S.L. E.R.497ffi'/ +,,
(E) 6040 AL SL
FLOOR $HEATING
% " T&G PLYWOOD W/ 10d @ 6"ole EWBN & 10d @ 10" o% FIELD (P.1.=32116)
FOUNDATION NOTES:
DOUBLED JOISTS ARE REQUIRED UNDER PARALLEL SEARING PARTITIONS
EXISTING FOUNDATION NEW FOUNDATION
PIPES, DUCTS AND OTHER NONSTRUCTURAL CONSTRUCTION SHALL NO
INTERFERE WITH ACCESSIBILITY TO OR WITHIN UNDERFLOOR AREA
FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE
WASHER UNDER EACH NUT, THE NUTS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED
FOUNDATION
UNDAT' N PLAN
SIC= ,y&m:m I'-W, PLATE WASHERS, HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING
THE WALL FRAMING
Vt w
� . X NEW c
Q SLOPE
o f
!a NEW CALL
------------------------------
(E) RD. SD.
(E) LIV" RM
m
(E) ENTRY Ir
(E) 6040 AL SL
i
" x 4" HD
.iq
T P LA 17 " f 1L !'= I SIMP. ST 6224 @ TOP PLATE
S E X 1 i = 9'-6" '6
"X6" HD
13
Q
E�TODRAIN
'a9 ,
NIA FRAMING /
---2
rn Owner;
�.
Mr. Benjamin Albarran
. _ . __2661.4C .. — . _ Ph # 714 / 834- 0649
2668 HC
"' i:oc�'
SMOKE DETECTOR 9 VS
® Description of Job:
(E ) BERM # 2 600 Sq. Ft.
Room Addition
Relocate Existing
Bath # 1 to create
New Oppening,
New Master Bdrm w/
(E ) 6040 AL SL
ROOF RAMING
PLAN
i
New Bath # 21
New dining' Rm
New Lau Rm
M
2"x R.R. OR 2"x C.J. AS OCCURS
M
2"'x R.R.
(,-- 2"x C.J.
BEARING WALL OR BEAM
AS OCCURS
STRUCTURAL NOTES
CONCRETE
3.- GRADE
JOIST, PURLINS 2' TO 4-WIDE, 6 & DEEPER No. 1
BEAMS, PURLINS OVER4'WIDE No. 1
I.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
SUBPURLINS 2" TO 4" WIDE, 6 & DEEPER No. 1
TYPE (160 'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO
LEDGERS No.2
ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERISITCS OF LESS THAN 0.05 %.
STUDS Z'x 4'OR 3'x 4' STUDS
STUDS 2"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, PLATESAND BLOCKING No. 2
3,- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR. SLOW ALKALL
4,- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48' OF
CONFORMING TO ASTM 0-150.
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED
TO THE FOUNDATION WITH 6/0' 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 Z600 PSI
S.- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
SLAB OR GRADE Z600 PSI
WALL WITH 610' ANCHOR BOLTS AT 24"0/C.
SIDEWALKS 2,000 PSI
I
S.- ALL NON BEARING STUD WALLS,, SHALL BE 2"x STUDS AT 19"0/0 W ITH 5ffl'GYP. BOARD
6.- 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 V x S" DIAGONAL LEFT -IN BRACES AT
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
ENDS AT INTERVALS NOT EXCEEDING 26 FEET O/C UNLESS OTHERWISE NOTED ON
PERFORMANCE CAN BE ASSURED-
PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES.
7 ` 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
S.- FIRE BLOCKING 2'X I THICK SHALL BE PLACED IN STUD WALLS ATCEILING AND
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
CLFANOUT AND INSPECTION,
FLOOR LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT
SUPPORTS.
S.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
OUTLINED IN PORTLAND CEM ENT ASSOCIATION SPECIFICATIONS ST-26.
10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT
INTERVALS OF'S"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 -BEARING; 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" O/C UP TO 20'-0
TH E ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2" x 8" @ 16" O/C UP TO 26'-0
11.- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS Of 96' 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 1132"AND A MAXIMUM 1116'
LARGER THAN THE BOLT DIAMETER.
PLYWOOD
REINFORCING STEEL
1: PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED
WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED
I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS
ON THE PLAN
OTHERWISEPLANS,FOOTING,
FOLLOWS.
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
2., EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A,MINIMUM DIMENSION
# 3 BAR AND SMALLER ASTM A, 616 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 A-305 AND
AND APPROVED BEFORE COVERING,
BENDING IN ACCORDANCE WITH ACI-318-95.
FOUNDATION NOTES
3.- MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED, TO WEATHER OR EARTH 1.
I - FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING
EXPOSED TO WEATHER 1116,
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO EARTH 2"
PILASTER, BEAM &COLUMN TIES 114,
CONTINUOUS FOOTING 1,000 P.S.F.
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
ISOLATED FOOTING 1,000 P.S.F.
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3'
SLAB ON GRADE 2'
2.- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL
OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED
4.- SPLICE IN CONCRETE:
OTHERWISE.
MINIMUM OF 36 BAR DIAMETER OR I Z WICHEVER IS GREATER.
3.- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
S.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-186 AND 1-82.
OTHERWISE NOTED.
S.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 319-
4.- FINISH FLOOR (F,F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
95
S.- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC, SHALL BE SECURED
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL,
STATE AN 0 LOCAL SAFETY ORDINANCES.
B.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM ,Aw615
GRADE 60.
6.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
AND/OR SHEDULES.
9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS
110.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
(U.N.0)
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE
8: 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
SENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE
9.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE
WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
FOOTING (THIE PRESSURE: ZONF, EXTENDING BELOW THE: FOOTING, BASED ON A 2
HORIZONTAL TO I VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN.
12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE
PLACE AT THE FOUNDATION POUR,
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
SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
POSSIBLE VARYING SUBSURFACE CONDITIONS,
FABRICATION.
LUMBER
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI.
1.- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
DIVISION 23 (2001 C.B.C).
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR
I BAR DIANOR 1x MAX AGRAGATE SIZE.
2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO, UNLESS OTHERWISE NOTED.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS V,
SHEAR WALL SCHEDULE 2001 C.B.0
SILL BOLTING
MARK
WALL TYPE
SHEAR 0
SHEAR 0
ALLOWABLE
ONE SIDE
BOTH SIDES
SILL NAILING
SHEAR
OF WALL
OF WALL
0 UPPER STORIES
7/8-STUCCO OVER PAPER BACKED LATH W/1 6 GA STAPLES AT 6-O.C. AT TOP & BOTTOM
8(ICBO
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR
180 PLF
518-OWO.C.
5/r*27 1/2-0.c,
16d 0 8"O.C,
REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW
3/8-PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 6-O.C. AT EDGES & 12- O.C. FIELD
260 PLF
5/r*3eo.c,
5/8"* 1 9*o.c.
16d 0 6"O.C.
Z/9\
�TABLE 23-11-1-1 UBC) NOTE 1, 9, 10& 111 BELOW
A3/8-PLYWD
STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12- O.C. FIELD
350 PLF
5/8-026-0.0.
5/8-013-O.C.
16d 0 4"O.C.
(TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW
3/8-PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12- O.C. FIELD
380 PLF
s/avwa.c.
s/aviro.c.
16d 0 4"O.C.
11
(TABLE 23-111-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
1
A3/8"
PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 3- O.C. AT EDGES & 12- O.C. FIELD
490 PLF
5/8"o2o"O.C,
5/roio*o.c.
16d 0 3 1/2"O.C.
(TABLE 23-111--l-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O.C. AT EDGES & 12" O.C. FIELD
610 PLF
5/sroi va.c.
5/ro8lo.c.
16d 0 2 1/2"0,C,
A—L
(TABLE 23-111-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
1/2- STRUCT I PLYWD WITH 10d NAILS 0 2" O.C. AT EDGES & 12- O.C. FIELD
1870:PL:F:
3/4-016-0.0.13/4-08-O.C.
1
I I
N/A
IOVER 3X STUDS (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 101 & 11 BELOW
I
NOTES
1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 8. ALL INTERIOR BEARING AND NON BEARING
BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 3-INCH NOMINAL OR WIDER & NAILS SHALL BE FOOTINGS TO HAVE 7/32- SHOT PINS AT 32- O.C.
9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED.
11, 12,, 13, & 14. & 48'O.C. RESPECTIVELY: I.E. HILTI ICBO REPORT
6. WHERE PLYWOOD IS APPLIEDNo.2388, NOV 1995 OR RAMSET/REDHEAD ICBO ON BOTH FACES OF A REPORT No.1639, DEC 1995
2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL USE 2 1/2" x 2 1/2" x 3/16" PLATE
BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL �WASHERS.
BE 3- INCHES NOMINAL OR THICKER & NAILS ON
3. USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED. 110. USE CDX. CC OR STD SHTG IN LIEU OF
SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY. STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE
7, ALL CONTINUOUS EXTERIOR FOOTING TO HAVE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE
4. PAPER BACKED SELF FURRING EXPANDED METAL 5/8" X 10" A.B."S 0 48"O.C. UNLESS OTHERWISE CHANGES,
LATH WITH ICBO APPROVAL NOTED ON PLANS. 111. AT EXISTING FOOTINGS USE SIMPSON EPDXY
BOLTS PER SCHEDULED SILL BOLTING, EMBEDED
8-, PER ICBO #25279 WITH SPECIAL INSPECTION.
2"x-BLOCKING @ 48" a/c
FIRST BAY ONLY
9 2"x 4" STUDS @ 16Ir "o1c
2"x 4" BLOCKING wl 16d Q 8" o/c w/ R-13 INSUL. (TYP
or A-35 @ 24"ole
SHEAR WALL @ CRIPPLE WALL
E.
WALL FINISH PER PLAN
2"x SHAPED wl 16d @ 16, O/c
13 (E) 2 x BLICG — E.N.
A- 35 @ 24' o/c
ROOF SHrG
OFFSET THIS SIDE OF R.R. TO THE OTHER
SIDE FULL BEARING RR. @ WALL
2xRJR
2'x6"TIES @48'o/c (4)1
EA. END AS OCCUR PER PLANS B.N.
f
I
Plywood Sheeting 2" x 4" STUDS @ 16" o/c
I" x 6" Starter Board (Shiplap) EXTERIOR FINISH --w/R-13 INSUL (EXTERIOR)
2L 16d Ise 2"x 4" 4" T & G PLYWOOD OR BLOCKED
2" x 4" Flat lookout @ 32" ofe Notch into 2" x 4" SOLE PLATE C
First Rafter WEEP SCREED 2" x 6" F.J. @ 16' o/c W R-19 INSUL
2"x BLOCKING
A-35 0 16"ote
2 x BlWg @ 48", o/c First Bay Only
2" x 4" Cont. Blocking w/ 16d
@8"orA-36@32"o1c
7 )
ST 2115 @ 41r ok
IN LIEU OF x 47 Till
2"x4"TIES @48"o/b
2 x R.R.
3 -16d (TYP)
19
SD-1 J
cm N mwm N q-�m "� wi, z0fimIzzWk z
2"x FULL DIEPTH T SOP, A-35 a ifr Ole +++ +
BLOCKINGPPLAN vi R-30
INSUL W (4)ER R.R 16d @ EACH .,
C.J.1 TIE PER PLAN W/R-30 7L
INSUL
E.N. 112- 2" x 4" ON Top Plate 2" min. OF STE -T-
2"x4—P-.T.MIUDSILLw1%7DIAM.
x 10" L. A.B. & MUDSCREED
6" min.. 7' w/ 2" x 2"x tie" WASHERS
18" min. @ 4W 01C
2`x4"Studs @16"o1cw/R13InsuI
62,.
12- One Stour=41 11 TI l III
15' Two Story 3" Cl
12"' one S # 4 REBAR TOP III BOTT
C 11V TWO Story
2 X FUDGE BOARD FULL DEPTH BLOCKING
tSk (S� 2' x 6' o(c FLOOR JOIST @ 16"w/ R-19 INSUL
JJIG %"T & G. PLYWOOD
PLYWD ROOF SHTG PER PLAN L
+
SHT' I
R.R. PER PLAN
P.B. 44— X —4"x6"GIRDER
18" min. 4"x 4" POST (AS, REQUIRED)
Im
14 WALL FINISH MR PLAN L8
CAJ TIE PER PLAN
INSUL
4-Y4-D1AMX1IY4-HFSORSDSSCREWS I @ 4" ole NAIL TO B1K.G
2 x END STUD WHERE OCCURS SEE SCHEDULE ......... ......�r»-.-r.... I
17AA
2" x BLWG @ 48! o(c E.N.
4 x POST PER PLAN WHERE OCCURS
"HARDY PANEL" SEE PLAN FOR
MODEL No.
I I SCREW HARDY PANELT047x POST MAINTAIN MIN 4-16d @ 48' O/C MAX 8d @ 61 Ole
WHERE OCCURS A44-Y47 DIAM x THFS
DIAM or lye" DIAM HOLDOWN or SDS SCREWS (TYP)
ANCHORS PER SCHM-----
SIMP. 'PB' WE CBW
15 @ 16" O/c
Post per plan
(4 x min)
,SHEAR WALL @ CRIPPLE WALL- Fasteners per manor.
2" x 4" STUDS @ 16" ole SImp Hotdown
per plan (PHD
OFFSET THIS SIDE OF C.J.. TO THE
OTHER SIDE FULL BEARING
12' It— a X 0 X z P.T. DLUL^
CONC PIER
18' Sq.
SCHEDULE
31/2,
TYPE
SSTS#
SSTS #
CAPACITY
2-POUF
4x4min.
2* x Stud Flier
PHD2-
16
20
3,610
T1-POUR
SDS3
HE:::1-16
20
2M
HTT16
1 16
20
3AW
U.@B
2"x C.J. PER PLAN M
PER PLAN
TOP OF CONC. SLAB OR CURB JJ
Simpson
119 [min E-.", SSTS on3xper HDQ9-
4 d. �., 1 3.1'. Per Sd*dtds sow 1 28 34 8,325
SD-1)
Note, Concret Stem Wells shall be,
4. A" v
4, .4
(E) 2" x BLICG 2'XSHAPED w/ 16d @ 16'010
A /=If, I AS OCCURSPq
4-16d
SIMP ST 6224 W/ 10410 x %"SCREWS
TO FRAME (OR WELDED BY MI.F.R) &
14-16d TO HEADER (TYP)
*HARDY FRAME" SEE PLAN
FOR MODELNCL
16
FRAMING ANCHOR TOP AND BOTTOM
OF DOUBLE STUD OR POST \
FIRE BLOCKING AT CEILING LINE
TO EXCEED V-0"o/c —
SEE SCHEDULE
SCREW HARDY PANEL TO HDR. W/
Ye DIAM. x4V HFS or SOS SCREWS
SEE SHEDULE FOR No. REQD
Sit 4P. E.P.C.
SCREW HARDY PANEL TO IONG STUD
—__----WHERE OCCURS W/ 4 -A! DIAM X I Y,! HFS,
or 808 SCREWS ffYP)
EJ
2 x FILTR PL
_J
4 X POST PER PLAN
2- 2 x PLATES, SEE PLANS FOR SIZE
AND REFERENCE TO SPLICES
/FOR HEADER SIZE, SEE PLAN W 2 x CRIPPLES AT olt
A
\�E) R.R. A-35
BEAM AS OCCUR
2 - 2x TOP PLATE
F
SIMPSON s r 6236
Plvwond shnatina nor n1an
NOTES PROVIDE SIMPSON A-34 FOR a 4
STUDS AND A-35 FOR 2x 6 STUDS,
FOR NAILING SEE GENE EACH SIDE
I STUD FOR INTERIOR WALLS, USE 2-2x JAMBS FOR 4x, 10 AND 6 x 8 2 x, Btockii
2 STUDS FOR EXTERIOR WALLS -------AND LARGER HEADERS
UNLESS NOTED OTHERWISE END POST AT PLYWOOD SHEAR
1 r-MINIM11- 11MMINIM U1,11kaufN0 W1 E.N.
17 TUDS SHOWN ARE FOR INDICATION ONLY, ACTUAL LOCATION 11
0 SUIT CONSTRUCTION REQUIREMENTS, MAX SPACING AT 16' ole
NEW EXISTING
2" x 4" SOLE PLATE
2!x4"SOLE FIATE —(E) OR NEW T x STUDS WHERE OCCURS 2" x F.J. PER. PLAN
NOTES'
2" x F.J. PER PLAN AS OCCURS 2"x BLOCKING LOADS MAY NOT
BE INCREASED
(E) 2"x F.J. WHERE OCCURS FOR SHORT
A-35F @ 16- a/c INSTALL B. A TERM LOADING
PRIOR TO LEDGER \ E.N.1 ) I
A MUDSILL ON TOP
OF GH IS REQUIRED
TO ACHIEVE THE
TABLE LOADS
SIM "U"HEXISTING 2 x D.F. SILL
HANGER ItR PLAN
FUL LENGHT NAILS 18" min. 12" min GIRDER P
12,:,.min 2 x LEDGER w 2 RO GIRDER HOLDOWN PER PLAN
16d @ 8' a/c STAGG IN.E.R. 443, L.A. RA. 25149
12 1
El I 1EEI I If R—lI l fill
I IL
18 12 lip,
SIMPSON EPC
COLUMN PER PLAN
2 x, Rafter "California" Framed
'wi 16d @ ell O(C
NOTE: In Lieu of 2 x Blocking nail 2 x Shaped wl 2-16d ea Rafter
•
ISV
Marco A. Ahumada
11111 Barclay Dr,
Apt. I
Phone
714 / 470-9162
Garden Grove, Ca
92841
6' min wldht for VeP diam Anchors * Note: For Raised Foundation use SSI for two pour system
and extend bolt beyond sill plate above floor sheeting or use
8" min widht for %1" diarn Anchors Simp. CNW Coupler for Bolt Extension.
8" min for cone block
3 14
Im
PHD or HD PER PLAN &
SIMPSON CATALOG 4x412IOSTMIN
EXIST OR
DRILL HOLES'/16"' LARGER
THAN BOLT DIAMI. NEW SILL
PLATE
ntln
EXISTING Fb "TI G
THREADED ROD w/ EPDXY I.C.B.O.
# 5279 CITY Of L.A. R.R. # 25279 w/
SPECIAL INSPECTION
KIM,
1 1%
an VW z
Owner:
I.- Concrete-- fc--2,000 P.S.I. min,
2.-For Raised Floor, use Longer Bolts to exterW Mr. Benjamin Albarrar
above Floor sheating
Ph # 7'141834 - 0649
618" min.
Existing Slab Now Slab No special Inspection Is
required for epoxy in this
aplicatlori
Drill Via" mii I diam hole III w/ epoxy 4 Rebar Dowels @ 81 Old
grout & Insert dowell alternate; use Reber Dowells same size
Yx redheads & thrdd rod & a ng as footings Description Of Jot
Drill Slant holes V over dia of bar, EXISM New Raised Floor
fill wl epoxy 24- min 660 Sq. Ft.
Room Addition
Relocate Existing
------ ...... ------- Bath # 1 to create
I.C.B.O. # 6279, I.C.C. REPORT 5279 New Oppening,
12 New Master Bdrm w/
A
SCHEDULE
TYPE
"D"
THIRD ROD
(dam)
Allow Tensile
Load
(See Note 1)
PHD2-
SDS3
12!
V
3,610
HD2A
127
A`—
2,775
17-
V
HDSA
12!
97.
78
4,010
PHD5A-
SDS3
127
4,685
HTT22
12"
V
5,250
PHD&
SDS3
151"
6,860
R56—A
—15"
10-5
HD8A
1W
7,460
HDIOA
15"
—9,540
H1303- ,
SDS3
15"
8,325
(E) OR NEW 2" x STUDS WHERE OCCURS Roaring material o/ 15# Felt & X7
C.D.X. 24/o Plywood New Bath # 23
2' x BLOCKING 2" x Roof Rafters per plan New Dining Rm
/ -- (E) T x F.J. WHERE OCCURS
2* x 4" P1. MIUDSILL w/ Va' DIA
x 10"L. A.B. & MUDSCREED
wl 21 x 2"x re" WASHERS
18" min. C 48' o1c
..........
MOORE 7-am. 2" x Ceiling Joists per plan w/
R -30 Insul New Lau Rm
Blodking wl 3-16d per
5- 16d @ fAaW Tie
Ye Drywall Int. wall & Ceiling
2- 2- x4' Double Top Plate
Studs @ 16"ole w/ R-13
SD-1
i g �, +. .. p
II
. Albarran s Addition ' : Jun 27- 45
AI arrans A ition un 5
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t�i. sa °ire # M as s#" .: : �r�
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Bon'amtn Albarran : Marco A. Ahumada
Nam. J.
: ;�: 1 1 - � , : 1,1 : I ''
( ... .
T . iM . . Owner g , ' Drafter
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1111
A 1117 M rtlet.Santa Any ,;:. 1. Barclay Dr A t 1
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a . . . _ _,.
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