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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.
10. 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 6 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
1/3 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 210-62 (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 126 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 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/NONBEARING WALLS SHALL NOT
EXCEED 26% / 40% RESPECTIVELY. BORED HOLES IN
BEARING/NONBEARING WALLS SHALL NOT EXCEED 400/o/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.
SHEETINDEX
A-1
= PLOT PLAN
A-2
= FLOOR PLAN
A-3
= ELEVATIONS
S-1
= FOUNDATION PLAN
S-2
= FRAMING PLAN
SD-1= STRUCTURAL DETAILS
T-24
= ENERGY CALCULATIONS
EXISTING S.F.R.
EXISTING At•.
GE
ROOM Ai• •
"0 : C]A
ss o
w
Na 4 205
3/31106
pR CAt-f0
1,092 S.F.
360 S.F.
833 S.F.
1,452 S.F.
6,522.5 S.F.
22 %
PROYECT BY
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A.P.N. # 010 - 271 - 12
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PROYECTBY
4M
Mr. Ernesto Mufioz
Mrs. Flor Muhoz
Ph # 714 / 547 - 6734
Description of Jo•
'Room Addition
Relocate Existing,
Bdrm # 3 to
install New Stairs,
Second Floor:
(833 Sq. Ft)
Bdrm # 3 Relo'cat
w/ Bathroom # 2,
New Family Room
md New Bdrms. # 4,
C%j
1st. R1.
12
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12'x 6' SCREEND 24" x 18" FOUNDATION ACCESS
FOUNDATION VENT.
(TYP)
mom
1st. R.L.
I F.G,
Marco A. Ahurnada
11111 Barclay Dr.
Apt. I
Phone
470-9162
Garden Grove, Ca
92841•
C4
C4
A.P.N. # 010 - 271-12
Owner:
Mr. Ernesto Munoz
&
Mrs. Flor. Mufioz
Ph # 714 / 547 6734
4 x SOLID BLK'G w/ SIMP A-35
BOTH SIDE @ EACH END
EXISTING FOUNDATION
NEW FOUNDATION
STRUCTURAL MOTES
CONCRETE
1.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
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 N5.
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-150.
4- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2,500PSI
SLAB OR GRADE 2,500 PSI
SIDEWALKS 2,000PSI
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 PORTLAN D CEMENT ASSOCIATION SPECIFICATIONS ST-26.
9 : EXPOSED CORNERS OF COLUMNS. BEAMS, MALLS, ETC., SHALL BE FORMED VVITH'f "
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 COX 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 SO, FT. WITH A MINIMUM DIMENSION
OF 2FEET.
3- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
1: FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL 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 NATL#RAL 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.
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
AND/OR SHEDULES.
7- ALL FOOTINGS AND PIERS SHALL BE CENTERED LINDER 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 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -
PLACE AT THE FOUNDATION POUR
10: FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS.
LUMBER
1- 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
2" x 8" RD. BD.
2' x 6" R.R. @ 24" o/c (TYP)
12
4�
2" x 6" C.J. @ 24" o/cw R-30 INSUL. (TYP)
2' x 4" STUDS @ 16" o/c wl R-13 INSUL (TYP)
T & G PLYWOOD
2' x 10" F.J. @ 16" o/c wl R-19 INSUL (TYP)
2' x 4" STUDS @ 16" o/c w/ R-13 INSUL (TYP)
-- 3/" T & G PLYWOOD
(E) 2" x F.J.
(E) FLOOR SHTG
4 x POST PER PLAN w/ SIMP BCO
(E) 2 x SILL PL
4 x or 6 x POST w/ SIMP PC & PBS
12" SO. min. PEDESTAL 16' min.
# 4 BAR SEE PLAN
f )_
_-
- III_ �.
35 3" min _
SEE PLAN.
3.-
GRADE
JOIST, PURUNS 2"T04"WIDE, 6 & DEEPER
No. 1
BEAMS, PURLINS OVER4"WIDE
No.1
SUBPURLINS 2" TO4" WIDE. 6 & DEEPER
No. 1
LEDGERS
No.2
STUDS 2" x 4" OR 3" x 4"
STUDS
STUDS 2" x 6"
No, 1
POSTS 5" x 5" AND LARGER
No. 1
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 6/8" DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12'
MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED,
6- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
WALL WITH 5/8" ANCHOR BOLTS AT 24" O/C.
6: ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" 01C WITH 5/8' GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7: ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" 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 '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 SNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT
I NTERVALS OF 8' WHERE JOISTS ARE 2"x 12" OR DEEPER.
11- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE
2" x 4" @ 16" OJC UP TO 14'0"
2" x 6" @ 16" O!C UP TO 20'-0"
2" x 8' @ 16" O!C UP TO 26'4'
12- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND 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, MASONRYAND BENT DOWELLS, TIES:
# 3 BAR AND SMALLER ASTM A- 616 GRADE 40
# 4 BAR AND LARGER ASTM A- 616 GRADE 60
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
BENDING IN ACCORDANCE WITH ACI-318-95.
3- MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
V.
EXPOSED TO WEATHER
1 Yz'
EXPOSED TO EARTH
2"
PILASTER, BEAM & COLUMN TIES
1 "Yz"
FORMED FOOTING AND WALL EXPOSED TO EARTH
2"
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 A-185AND 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 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,
11: 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 WCRSI.
14- CLEARANCE BETWEEN PARALLS BARS IN A LAYER SHALL NOT BE LESS THAN 1" NOR
1 BAR DIA NOR 1x MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
18" min.
(E) 2 x F.J. PER PLAN
12" min
FOUNDATION NOTES:
DOUBLED JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS
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
12 COVERING THE WALL FRAMING. PLATE WASHERS A MINIMUM OF 2" x 2" x %6"
4 HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED
PLATE WASHERS, HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING
THE WALL FRAMING
Z E.N. r--(E) PLYWD SHTG
EXST'G 2 x STUDS @ 16" o/c USE 3 x E.N.
STUDS @ PANEL EDGES PER S.W. (E) F.J.
SCHEDULE
f �\
SIMP A-35 or A-35F @ 16" o/c 1
7" mina (E) FTG I
- (E) 2 x PT DF SILL PL wl EPDXY BOLTS
�v (SEE PLAN FOR SPACING) EMBED
7" I.C.B.O. # ER 5279 LA R.R # 25279
NOTE: E.N. TO BLOCKING 4 x BLOCKING
PLYWOOD SHALL BE CS 16 STRAP TRAP) ,__-'\ \
ALL AROUND OPENINd
(ABOVE & BELOW) SHEARWALL PER PLAN SECTION
2" min (1
31 1 " t711L1_(2
2in (
ram) 1 - min-(
2 x BLK'G 2 x SILL
E. N.494E. N.- N. (E) PLYWD SHTG
(E) F.J.
A- 35 _ 6" o/c
_ 2 x PT DF SILL
A.B. PER PLAN \
# 4 REBAR T & B
18 mina
6" min ( 1 STORY)
8" min (2 STORY) 12"
BY)__ ,3 clr
42 "min (1 STORY'
j15" min (2 STORY
2 x BLK'G 2 x SILL
I.__(E) PLYWD SHTG
E.N.
(E) F.J.
V�--�_ 35 _ 6" o/c
A.B. PER PLAN
2 x PT DF SILL
# 4 REBAR T & B
18" 1
68lmin ( 1 STORY)
8" min (2 STORY)
min_(1 STORY)
15" min (2 STOR }
2" x BLK'G w/ 3-16d ---.. B_N
2" x R.R.
B. N. +� +
- —. 4- 16d
E.N.
E.N.
2" x BLK'G wl A-35
2" x 4" STUDS @ 16" o/c
2" x LEDGER w/ 16d @ 8" o/c (STAGG) ` B.N.
2" x R.R. w1 "LUS" HANGER &
B.N. ++1++�
x -- 4- 16d
cir
:KING
(E) GIRDER, ADD GH
HANGER WHERE
8" min.
"AT EXIST'G FTGS USE
RED -HEADS TO MATCH
SILL BOLTING (.C.B.O.
# 1372 min EMBED 2 3/4"
USE WEDGE ANCHORS
WALL FINISH SEE PLAN
2" x 4" STUDS @ 16" olc
----2" x 4" PL w/ 16d @ 8" o/c TYP U.N.O.
E.N.
2" x 10" F.J. @ 16" o/c
2" x BLK'G
(WALL FINISH SEE PLAN
2" x 4" STUDS @ 16" o/c
2" x 4" PL w/ 16d @ 8" olc TYP U.N.O-
E.N.
VE5N,
E. N. %
-; \ 2" x 10" F.J. @ 16" olc
'2" x BLWG w/ A-35 \`�
WOOD BEAM SEE PLAN
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2" x C.J. w "LUS" HANGER
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(T) = TOP
(B) = BOTTOM
ABV = ABOVE
SECOND FLOOR WALLS
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(EACH WAY)
5
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I x LL:o j co �\ ♦ arLX4
X.x„2DBD. ' /,X SD_1 l �y` D-9Xi p-� x t/ r /;/ /. ,) 6"R. ,cs/ %•iX
Z. 34 x 4 x 10" BM e z ` / ¢ \ , ♦ 1 ,-.-.._,-,-.-,-,-.-,-,-._.-.
_.-.t- / '1 -� 'L ' ♦ ? ♦ ¢ . I o,
Cr E ' ___ __-- -._-- I �--LUS 1\r j' `SECOND FLOOR WALLS Q 2" x 6" R.R. @ 16" olc (TYP) - _ �fl� r. r v ffi$'*°Y j 7 I
is I �' �.. ,/g �\ 9� !� 26 �8 TY ;11 s' 'Q Ycv cy y/`�, SD-1
X_ ... -- -- -- -- - - -
- -
I L= 8'-6' -
2- "x10"
IN
L= 4,-0„ 17 j 1
j �OPEN
"SPACE
o uD; j "HUTF" HANGER
X ... o SDA ST,622
D tV is JHNGER
`�"LB�\X t �G tL= 15'-1"x _ 20 M
L= 8'-6" -4 x BLCK'G �j _._-- SD-1 a
t
X 10 (SD
s
i
f
s�. MST 72 9
-F iy
iI tr; \
17
22
D j 1 SD-1 s►M -- - j ' "B" HANGER SD-1 ,��
NEW CALIFORNIAFRAM N
- II
- -- - -, �`',
X- 2 - 5Y4' x 9Y4 ` P.S,L. FLUSH; M E. . 4979 5
X _T W4 X9Y4' P.S. LU H BM E. .497 Lit -- .� __ -_ __ ._ _
--
"GLTV" HANGER ;9
P19
/ 2" x10" F.@ 16" /c (TYP}j I L?
Il . I SECOND FLOOR WALLS 15
j b
Uj
co
D
I
3: r
SD-1 I
{ ) 2" x 6" R-R. @ 16" o/c (TYP)
X I 12
� jw 1. '• I w
I. 18 � �111 21 j
" x 6" R'R. SD-1SD-1 j
@ " o/c , P) ICI ♦.\ .s 2" x 4" KNEE BRACE j
i Ze`
L= 6-9" j ( I ;I
IIEL OW e � '♦ a
33 S 1 6n X 111 ABV r +
j
15 27 ♦ rt'o
S 1 B 23
'SD-1 5 �\ cv r I j• SD-1
I' 26 SD-1
/
a
I i SD-1'
4'x4" HDR
_ � ' /
7 --------------
ILa SDA
r
-`
{ a•�r / SD-1 SD-1 J,/ ; 7,'
24" Off (TYPO ' r
r
NEW CALIFORNIA FRAMING
L= 11'-9"" * cP
a, XQ/ (E) PORCH o \ A
30 � ♦.
S-1 /• r•♦
� FLOOR
OR Rl MING PLAN
i
$D-1
ST 6236
X
♦'♦ /' �+ A cwF-71
�j
I
16
2" x . BD. a
6 T '®
♦
�'
SD-1
co
%r
SD-1
SD-1
7
rP1.
♦ 4" x 10" o
FLUSH /' BM ♦ 2" x 6" R.
R. @ 16" c/c (TYP)
X
4t
♦'\ a
I
p
j
@ 24"
Ic,{TYP) J'Q
/. ♦Q
X
I
j/2 xB�PtBD,
+
SD-1
cal
1
e 14 4VDR
7•
4" x0 / FL, BM •�'
ST 623
;U
l
22 x_� 1J
30 ATTIC �
ci
ACCESS
x
CD
x
[V
CV
4x6HDF
D-1 11
_._._._.4X...HDRj
X j 16 I
3:i SDA X!
xr 2" x 6" R.R. cvl 2',x 6" R.R.
r
@ 24' o/c (iYP} I @ ?�4„ o/c (TYP)
I
2" x 6" C.J. 24" o/c .#YP)
4 4" x 10" FLUSH BM L= 13'•
! ♦ TYP
j,s ♦ ` 7
9 aIR/•/ ii SD-1 '1 r ♦ /o
6 / S1 ♦ �y
} / ♦. O'
5
X rr /
r' Ue
4x6HDR
L= 4'-0"
ROOF FR' rt
CQ
L= 7'-31. 9
•r
L= 8'-0"
5
SD-1,
i
I i
1
FIRST FLOOR WALLS
i!
1/II' COX, 24/o INDEX PLYWOOD Wl 8d COMMON NAILS @ 6"
ENIBN . 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. 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.
FLOOR SHEATING
% " TSG PLYWOOD w/ 10d @ 6"olc ENIBN & 10d @ 10" o/c FIELD (P,I.=32/ 16)
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
ALL OMBLE
E) ERIOR
INTERIOR
SILL NAILIM3, (qT
MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPER
STORIES
713'STUCCO OVER PAPER BACKED LAT WMB GA STAPLES a@ o" 0IC @TOP & BO T T01G9
$
PLATES, EDGE OF SHEAR WALL ARID ON FIELD?ICBG REPORT No. 1823, FEE,'197-1) OR flCBO
180 PLF
518 @ 55" C1C
160 @ 8" cvc
No- 1318, FEB, 19731 OR i ICBO No. 12154, FEB 19721 NOTE 4 AND 9 BELOW
_, _.
3!8' PLYWD SRUu I I GR � TD SHTG S°JITH Sd NAi S 6" CilC `5 to IELD L Ctb @ EDGt & 2 t,
260 PLF
518 @ 3B' OrC
Srg @ ?.8' CUC
16d rah 6" U!C
JABLE 2341-1- t J B C. NOTE 1,910 & 12 BELOW
A
'st8' PLY SRUCT 11 OR 51 D SHTG WITH 8d NA!LS @4" OIC @ EDGES & 12' O1C FIELD
350 PLF
5f8 @ 26' O/C
5t8 ta'7 28' v'C
16d Q4` OtC
f
TABLE 23-11-1-1 U.B C NOTE 1 6, 9, 10 & I BELOW
318' PL YWD SRUCT 11 OR STD SHTG WITH 8d NAILS @4' OIC (a1 EDGES & 12' O/C FIELD
380 PLF
5f8 Q 26" OfC
518 Q 26' G,'C
16d a@r4" OIC
TABLE 23.11-I-1 U.8 C. NOTE 1, 3 S• 6. 9 10 & 11 SELOW
31&' PYWn SRUCT I. OR STSH D TG WITH So! NAILS 9 3' OIC Q EDGES & 12" OIC FIELD
490 PLF
5f8 @ 2" CfC
51S C. 20" O`C
16d Q 3
TABLtE 23-1(1 7 U.B.0 I, NOTE 1 3,5, 6 9 10 & 11 BEL.OW
1'2' OIC
3t8" PLYWID SRUCT II OR STD SH T G ttt""ITH 8d NAILS C 2" 07C rr'N,EDGE S & 12" OfC FIELD
610 PLF
DI3 @ 16" 01C
51., @ 10" OIC
16d :cif L
STABLE 23.11 1 1 U.B.C.) NOTE 1, 3 5 6, 9 14 & 11 BELOW
112' 01,
ti
d�
112' STRUCT IPLYWID VVITH 10d NAILS 02" OfC-@ EDGES & 12" WC RELD --t870
PLF
314 @ 16" G'fC
314 Q 16" 011C
NIA.
OVER 3X STUDS (TABL E 23-11-1-1 U.B.C.) NOTE 1, 3, 5, 6, 9, 16 & 11 BELOW
NOTES:
1 : ALL EDGES OF PLYWOOD SHEARIVALLS 1AUST BE BLOC RED WI TH 2a SOLID SLOCI13NG FOR WALLS TYPES 9 P, 10, AND 3 k SOUP BLOC41NG FOR WALLS TYPES 11. 12, 139
14
2.- WHERE SHEAR WA1.LSHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EOL75. (I.E. HALF THE O;, SPACING)
3: USE 3x PRESSURE TREATED DOUGLAS FIR S,LL PLATES AT FOUvDATIONIFIRST FLOOR ONLY
4 - PAPER BACKED SELF PURGING EXPANDED METAL LATH ICHO APPROVAL
5. GRAMiNG AT ADJ ONING PANEL EDGES SHALL BE , INCH NOMINAL --OR WIDER 8 HAILS SHALL BE STAGGERED
6,- WIHERE PL'fW DOD IS APPIED ON BOTH FACES GF A WALL .AND NAIL. SPACING S LESS THAN 6` O!C ON EITHER SIDE, PA.'JELJOiNTS SHALL F'E CIPFSET TO BALL ON DIFFERENT
F NAILS
FRAMING MEMBERS DR FRAMING SHALL BE 3-INCHES NOMINALOP JAIL,. ON EACH £1GE SHALLBE STAGGERED
7; ALLCONTINUOUS FXTERIOR FOOTING TO HAVE S'S"x ITA6'sQ48"OIC UNLESS OTHERWISE NO"ED ONPLANS
$•ALLINTERIOR. EEARINGAND NON SEARING FOOTINGSTC•HAVE 7J32"SHOT PINS@ 3.2'OfC&48' O/C RESPECTN'ELY;LE. OZARK#H-67]CEO REPORT I88J1,AY 1987
9. USE 2 V2 Y,2 112 x TI P PL ATE MASHERS
10. USE, .,D%CC OR STD SHT^!N UEU OF RU{T 1p YOOC.ALL PLYWOODSHALt8E DOUGLAS FIR.fTH R SPECIES MAYREQUIRE CHANGES.
11 AT EXISTING FOOTINGS USE REDHEAD VICOGE ANCHORS TO COMPLY WITH SILLSOLTING ICBO;k 1372 MIN EMBED 7 'Y2"
12.-USE DOUBLE FLOOR JOIST$88LOWALL PARALLEL 5HEARWAL�$ UO.N.
13-AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SHEAP.WAU S AND DOUBLE FLOOR do`STS AT EACH END OF THE SHEARANALL.
14.•AL-BEAMS SUPPORTING SHEARINALzS NUST BE S-fRAPPEO T9 THE WRLLB BELOv'i
15, ALL HOLDOWNS ON UPPER LE/ELMUST BE CONNECTED TOA POST EELOW PFR HOLDOWN SCHEDULE TO THE LO'b'VER LEVEL. OR TO THE FOUNDATION_
1
lJoist to sill orgirder, toe nail 3-8d
2.BLjqging
to joist toe nail each end 2-8d
3
1"x 6" 25 mm x 152 mm subfloor or less to each joist, face nail 2-8d
4
Wider than 1" x 6" 25 mm 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
s
Sole plate to joist or blocking, typical face nail 16d @ 16" o/c
Sole plate to 'oist or blocking, at braced wall panels 3-16d per 16"
7
Top plate to stud, end nail 2-16d
8
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 116d @ 16' o/c
Doubled top plates, lap 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
plates, laps and intersections, face nail 2-16d
-13.,Top
14
Continuous header, two pieces 16d @ 16" o/c along each edge
15
Ceiling Foists to plate, toenail 3-8d
16
Continuous header to stud, toenail 4-8d
17
Ceiling joists, laps over partitions, face nail 3-16d
18
ei ing joists to parallel rafters, face nail 3-16d
19
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 6" 25 mm x 152 mm sheating to each bearing, face n, 3-8d
231
Bui t-up corner studs 16d @ 24" o/c
24
Built-up girder and beams
20d @ 32" o!c top and bottom and
staggered 2-20d cti ends and c@ each splice
25
2" Planks 2-16d @EACH BEARING
I
PROYECT BY
A
Mr. Ernesto Munoz
$r
Mrs, Flor Munoz
Ph # 714 / 547 - 6734
APPROVED METAL PHD or HD PER PLAN SCHEDULE PLYWOOD PER PLAN 2 X RIDGE BOARD
10" min. SIMPSON CATALOG -'�OST MIN� TYPE "D" THRD ROD Allow Tensile E.N.,
HANGERS-SIMPSON 4x4P (diem} Load PLYWOOD PER PLAN /16d T.N. PER SCHED ST 2115 @ 4&'olc B,N
U HANGER EXIST OR (See Note 1) IN LIEU OF 2" x 4�'TIES
WALL FINISH SEE PLAN DRILL HOLES Yle," LARGER RAFTER PER PLAN PLYWD ROOF SHrG PER PLAN
z NEW SILL 2"X4"TIES@4ff'0/C
THAN BOLT DIAM. PLATE PHD2- RAFTER PER PLAN 16d T.N.
PLYWOOD SUBFLOOR I- NOISIjG 2" x 4" STUDS @ 16 o/c
SDS3 17' W, 3,610 �PER SCHED
HD2A 17 2,775 BM. PER P R.R. PER PLAN
BM. PER PLAN 3 - 16d (TYP)
2" x 4" PL wl 16d @ 8- otc U.N.O. HTT19- —12- Y8 —3,480
2 x F.J. PER PLAN 8" max. 25 HD5A 12" 4,010. SECTION X @ HIP
w/ U- HGR TO BEAM PHD5A- SECTION X @ VALLEY
SDS3 12" 4,685 +++ + +++
PHDro- HIP BM OR VALLEY BM, PER PLAN 2'x6' TIES@ 48-o/cW/(4)16d
BEAM PER PLAN HTT22 12" 5,250
SDS3 16, 5,860 EA. END AS 011FER.
4 x 14 STRINGERS @ 12'o/c 2" x RAFTER PER PLAN
2" x F.J. w/ "LB" HANGER EXISTING FOOTIN� HD6A 16, 5,105
7,460
1�9 E.N. HD8A 16,
O�
E.N. .1 ZN I THREADED ROD w/ EPDXY I,C.B HD10A 16- 9,540
# 5279 CITY OF L.A. R. R. # 25279 w/ --RDQ8-
Y4" PLYWOOD TREADS & RISERS
SPECIAL INSPECTION SDS3 16, 8,325 -----------SCHEDULE
2y2" Notes: x 2-16dT.N.Q2"x4"RAFTER
1.- Concrete= fc=2,000 P.S.I.min. 3 -16d T.N. @ 2" x 6" RAFTER -Y
2.-For Raised Floor, use Longer Botts to extend 4 - 16d T.N. @ 2x 81 RAFTER P-6 -5
1
24 DBIL BE wl DIAM. M. Bs @ 24" otc 13 7 PLAN. 5 - 16d T.N. @ T X 10- RAFTER
above Floor sheeting 2" x RAFTER PER PLAN C.J./ TIE PER PLAN W1 R-3�
INSUIL
SCHEDULE
DROP BM PER PLAN 3 112"
TYPE SSTB 9 SSTB # CAPACITY W/
4 x POST PER PLAN 1-POUR 2-POUF 4X4rnim DOUBLE STUD OR 4 x POST
Post par plan ----12"x Stud Filler PHD2- 16 20 3,610
SIMPSON STRAP PER PLAN (4 x min) SD83
H02A 16 20 2,775 STRAP PER
Fasteners per manuf. HTT16 16 20 3,480 PLAN WALL FINISH PER PLAN
x FLR BM PER PLAN 1 18" min
Simp Holdown HDSA 16 20 4,010
per plan (PHD PHD5A- SILL PLATE
EQ, SDS3 20 24 4,600
SA HTT22 24 - 5,175
B.N. PHD6- B.N. A
E.N.B.N (E) 2 - 2 x TOP PL. SDS3 1 28 34 5,860 E.N.
H06A 28 34 5,105 V
HDaA 28 34 7,460 Ll 1)
�2x, 2-2x
TS22 @ EA FACE OF BEAM HDIOA 28 34 9,540
Simpson or 3 x per plan
J2 -�!i SSTB HDQ8-
E�N. L Fin Ehmj SDS3 28 34 8,325 EAM SEE PLAN
3" cIr min. Per Schedule
EQ. 2 x BLWG w/ A-35 @ 16" o/c 4 x POST wl SIMP CAP
SIMP. TS 22 APLICABLE
PER PLAN Note: Concret Stem Walls shall be:
BOTH SIDE I 1 11 1 1 1 1 6" min widht for %" diarn Anchors Note: For Raised Foundation use SSTB for two pour system — — — — — — — — — — — — — — — — -
4 x POST PER PLAN ' 2 x STUDS 8" min widht for Y8" diem Anchors and extend bolt beyond sill plate above floor sheeting or use
25 S.W. PER PLAN AS OCCURS 9- ALTERNATE 14 8" min for conc block Simp. CNW Coupler for Bolt Extension. 8 2 TYP HRC @ END OF RIDGE
B
HI
P P
BM 0
< E.N.E.N-
2LAN d
' T lr PER
R P P
Z2'--x RAFTER LAN
8) n2 C @ END OF RID
ROOF SHT`G PER PLAN
DROP BEAM PER PLAN (E) ROOF SHrG FLUSH BEAM PER PLAN
4 x POST PER PLAN 2 x BLWG w/1 6d @ 8" o/c TO
LEDGER TYP
SIMP. TS9 @ 48- 0/0 E.N.
4 x FLR BM PER PLAN B.N. ,-- .2xLEDGER w/3-16d@EASTUD
EQ. SIMP STRAP
--$.N. B.N.PER PLAN 2 x R.R. PER PLAN
_ROOF
E.N. Y-I E.N. PER PLAN
- X y SHrG
@ PLATE BREAK
N. All 0CAhfi1LAA1 WALL FINISH PER PLAN
(2) %" DIAM. M.B'S EQUALLY SPACED 2" x HIP
2"x RIDGE
4"xor6" x POST wl P.C.
A r1 '----
DBL PLATE r HANGER 2 x BLK7G @ 48" of I
............ + \16d @ &'-(E) R.R. TOP & BCO @ BOTTOM
Ole (E) BLK`G TS 18 EACH SIDE
EQ. 2 x STUDS @ 16" o1c 16d @ 8" 0/0
STAGGERED I
2 x BLK`G w/ A-35 @ 19'otc 2 x R.R. PER PLAN (E) R.R
SIMP. TS 22
BOTH SIDE I - - 4 x POST wl SIMP -14 CONT. SHEARPANEL 1-�\ (E) WALL TO BE REMOVED 1 2' x HIP
4 x POST PER PLAN 4+
CAP PER PLAN -
AS OCCURS w/ BLICG AND E,N. �SHEARWALL ONLY @ PLWD
AM 5- S.W. PER PLAN 20 -LH- 15 9
ALTERNATE
I Pd @ 4" o/c NAIL TO BLKG -B.N.
SHEAR WALL PER PLAN
POST PER PLAN
�-WALL FINISH SEE PLAN VN A-35 @ 16'01C
PLYWOOD PER PLAN B.N. 2" X at KG@48!o/c
2 x SILL PL wl NLG PER SIMPSON ST 6236 W/ 12-16d @ EA END OR
SCHED (MIN 16d @ 8" o1c 2" x 4" STUDS @ 16' o1c MAINTAIN MIN 4-16d @ 48- Ole MAX MST 48 w/ 17-16d @ EA END
9 0A "d-
2" x 4" PL W/ 16d 0 8" old U.N.O. 8d @ 6" o/c
rrr
E.N.
X E. N. -d"
NT 2 x F.J. PER PLAN DOUBLE 2 x E.P.C.
X 2"x F.J. w/ '113" HANGER BLOCKING
BM. PER PLAN BM LEVEL TOP
E.N. FLUSH w/ SHTG
B.N E.N. 2 2" x T. MAX40%
CONT. 2 x RIM JOIST wl 2 x BLWG w/ A-35 @ 16" o1c
POST PER PLAN OR HEADER PER PLAN
3-16d END NAIL TO EA 2-2xTOP PL E.N.
CANT JST. 2 x STUDS@ 16" o1c
2%
I (E) CA. AS OCCURS '---------POST PER PLAN
-"LBE w/ %'DIAM. M. B!S@24"o/c (STAGG) 16 (E) R.R. SIMP. U OR U2 HANGERS DIRECTLY 10
26 S.W. PER PLAN TO BM/ ADD 2 x BLCKG IN BET AND 4
3-16d TO BM
2 x LEDGER w/ 2-16d @ EA STUD BEAM AS OCCURS--, BEAM WHERE OCCURS
HANDRAIL OR GUARDRAIL -2" X 61 wt A-35 EA SIDE OF POST 2 x STUDWALL w/ SHEATING AS 2 - 2x TOP PLATE 12
/ fREQUIRED PER PLANS 4
2x BLK`G w/16d @ Woh-, ROOF Roofing material ot 15# Felt &
TO LEDGER (TYP) PER PLAN — — / / 1 2 (-----SIMPSON st6236 C.D.X., 2% Plywood
SIMP. TS9 @48"o/c 4" x 4" POST @,T-0'o/c
E. N. =Z== x PLATE w/ SILL NAILING PER X Rafters per plan
'SHEARWALL SCHEDULE
A SHrG + + E.N. FLOOR
OVER 2 x FLOOR
A -A 2 x 2 PIC JOIST wl 4" CLR OR 2" x Ceiling Joists per plan wl
JOISTS R -30 Insul.
2 x BLICG R.R.PER P SOLID WALL
E.N.2xSIMPSON EPIC A - 35 @ 16" PIC (Alt)
2'x Blocking w/ 3-16d per block &
LK`G @ 48" o1c NOTCH JOISTS & SLQPl E.N 5- 16d @ Rafter Tie
2 x STUDS @ 16" otc PER PLAN @ DECKS Of y2--
CONT. SHEARPANEL/
w/ BLK`G & PLWD /" \ A A, BALCONIES E.N. Drywall Int. wall & Ceiling 2- 2" x4" Double Top Plate
SHEARWALL ONLY --\AWALL FINISH PER PLAN 2"x4"Studs "Wo/c wIR-13
-1W A. B.'s w/ 2" DIAM STIL \,2x BLKG@4&'o1c I nsul (Exterior)
2 x D.J.OR STRI t 2- WASHER SIMPSON A-35 @ 16"o/cOR2x COLUMN PER PLAN
SHEAR BLOCKING w/ 16d @ 6" o/c AS
�??/ \ " -011
REQUIRED SEE PLANS 0. 1 .105 Exterior Finish
2 x RIM JOIST OR STRINGER E 31/06
2 x STUDWALL wl SHEATING AS
27
2 2 2 x BLICG @ 48" o1c 17 A�L REQUIRED PER PLANS 5
4 x BLICG wl HUS HGR V
2 x STUDWALL wl SHEATING AS
BEAM PER PLAN REQUIRED PER PLANS Plywood sheeting per plan 2 x Rafter "California" Framed
2 x PLATE w/ SILL NAILING PER
SHEAR WALL SCHEDULE `���
E.N. FLOOR SHTG E.N.
27 OVISTS
ER 2 x FLOOR
JO
hi % E.N.
2 x F.J. PER PLAN 1h
E.N.
E.N 2 x Cont. "Shaped" wl 16d @ 6" o/c
E.N.
4 x POST w/ SIMP CAP PER PLAN 2 x BLKG @ 48" o/c WOOD BEAM PER PLAN
E.N. SIMPSON A-35 @ 16" o/c OR 2 x Z'x F.J. wl "LUS" HANGER WHERE 2 x Blocking
SHEAR BLOCKING wl 16d @ 6- ofe AS CANTILIVER OCCURS t 1 0 111` ,. 0 1
REQUIRED SEE PLANS Existing Rafters
Min
28 2 x STUDWALL wl SHEATING AS 2" x F.J. w/ "LB" HANGER
Q- WOOD BEAM SEE PLAN REQUIRED PER PLANS NOTE: in Lieu of 2 x Blocking nail 2 x Shaped w/ 2-16d ea Rafter
12 6
2 x CA. wl SIMP "LUS" HANGER PARALLEL
B.N.,-- B.N. <P-N-
Zl
/x.
ti��
9Ya�
0� �.# 1��
Owner:
Mr. Ernesto Muhoz
Mrs. Flor Mufioz
Ph # 714 / 547 - 6734
6
Room Addition
Relocate Existing
Bdrm # 3 to
install New Stairs,
Second Floor-
(833 Sq. Ft)
Bdrm # 3 Relocated,
w/ Bathroom # 2,
New Family Room
n-vd UevtLRdzus # 4 j-,
Sheet:
SD�l
MAMN7DATORY MEASUkUS CHECX-LIST: RESIDENTIAL mize j of -2) NIF-iR
Note-
CalIa� e-"'mpianceWhn5cheddi:i, iuipbe e=,dimezt.thkam116dShAl be cow�d bIA paresas
ddf-nsvhh-ukwzn-mm"Umulrueitpoamesped4ctow, whemm&oymudhexta-h, oenhe dam,
or on flan Checkhm onily,
Thstuctiorn- Check or: inifial, apohr-able box-eM wben compleved or ewer VA if rnt applicable.
DESCRIPTIONr
DESIGNER
ENFORCE
Builffiug Eay. elope.
1""I"s f --mu�WtWax Lqb'42d R- VJ&14:
j I ion L- W'wd ii'uuedvaM� a, eqwm"In U_Famu'.�- mer&� .�n M(c.,� Uki z S= F_ 13 W;�11 We
A2-_2 RE& MILLIE f2l�ai"
flocu U.1"'Latze'n mfimnwi Ems,
�JA eapa imuhn= - 'i;Fpuas abs;MVIial rate, w gw'6a th.'a fs.,3%, m'ww4z -':''Ffx tram= =:.ure w-,
ffiin 2D
j'116
L Di-nm &6pmd *Emiz au-kAage.
-vadinF3 i all =ztE catz-,
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DESCRIPTION
DESIGNER
ENFORCE
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PROYECTBY
tiwy
ov0
s
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
A.P.N. # 010 - 271 - 12
Owner:
Mr. Ernesto Muhoz
Mrs. Flor Munoz
Ph # 714 / 547 - 6734
Description of Job:
Room Addition
Relocate Existing
Bdrm # 3 to
install New Stairs,
Second Floor:
(833 Sq. Ft)
Bdrm # 3 Relocated,
w/ Bathroom # 2,
New Family Room
and New Bdrms. # 4 &
Sheet:
T�24
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d