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ANALYSIS AREA
(E) SFR W/ ATTACHED GARAGE 1,748 S.F.
(N) ADDITION 356 S.F.
TOTAL AREA 2,104 S. F.
LOT AREA 6,413 S.F.
LOT COVERAGE 33%
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_ GRADE
3.JOIST,
I,. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
PURLINS 2" TO 4- WIDE, 6 & DEEPER No.,
TYPE(ISO-CU Fr)AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
BEAMS, PURLINS OVER WIDE No. I
C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 %.
SUBPURLINS 2- TO e WIDE, 6 & DEEPER No. I
LEDGERS No. 2.STUDS
2:READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-
2" x 4" OR 3"x 4" STUDS
94 PLACEMENT OF CONCRETE SHALL CONFORM TO AC! 301.
STUDS 2'x 6" No. I
POSTS 5"x 6'AND LARGER No. 1
3.- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
SILLS, PLATES AND BLOCKING
OCKING No. 2
CONFORMING TO ASTM C-150.
4,- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48- OF
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR;
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTOF) SILLS SHALL BE BOLTED TO
THE FOUNDATION WITH 5/8" DIAMETER x 10" LONG BOLTS AT 46' ON CENTER 12' MINIMUM
GS 2�500 PSI
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, !NLESS OTHERWISE NOTED.
SLABFOOTINGRADE 2,500 PSI
OR
SIDEWALKS 2,000 PSI
5,- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
WITH SIV* ANCHOR BOLTS AT 24" O/C.
5.- MAXIMUM SLUMP SHALL NOT EXCEED 4".
6.- ALL NON BEARING STUD WALLS, SHALL BE 2` x STUDS AT 16" 0/0 WITH 5/8" GYP. BOARD
6.- CONCRETE SHALL BE MAINTAJNED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
EACH SIDE, UNLESS OTHERWISE NOTED.
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED-
T- ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT-fN BRACES AT ENDS
7.- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELL$ AND OTHER INSERTS SHALL BE
AT INTERVALS NOT EXCEEDING 25 FEET O[C UNLESS OTHERWISE NOTED ON PLANS, BRACES
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
SHALL COVER A MINIMUM OF SIX STUD SPACES,
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
8.- COMMON NAILS SHALL BE USED.
CLEANOUT AND INSPECTION.
9,- FIRE BLOCKING 2" x 1 M. " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
B.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
LEVELS AT EACH IV HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
9,-'EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH
10: JOISTS SHALL BE EINLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
OF 8' WHERE JOISTS ARE 2" x 12" OR DEEPER.
CHAMFERS UNLESS DETAILED OTHERWISE.
PP ORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
11: MAXIMUM UNSUV@
10-. CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
21'x'6'O/CUPTO14'-V'
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2" x 6' @ 116'010 UP TO 20*-0"
2" x 6'@ 16" O/C UP TO 26-0"
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
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13.- BOLTS HOLES IN WOOD MEMBERS'SHALL BE A MINIMUM V32" AND A MAXIMUM 1119'
PLYWOOD
LARGER THAN THE BOLT DIAMETER,
I.- PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-96 AND SHALL BE STAMPED WITH
REINFORCING STEEL
THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
ON THE PLANS
1: REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND SENT DOWELLS, TIES:#
2:EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION OF
3 BAR AND SMALLER ASTM A- 615 GRADE 40
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 ONCRETE COVER OVER REINFORCING RESAR FOR:
(EXCEPT AS NOTED OTHERWISE)
1- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING
NOT EXPOSED TO WEATHER OR EARTH
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER
EXPOSED TO EARTH 2"
CONTINUOUS FOOTING 1,000 P.S.F.
PILASTER, BEAM & COLUMN TIES
ISOLATED FOOTING 1,000 P.S.F.
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3*'
1- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
SLAB ON GRADE 2"
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
4.- SPLICE IN CONCRETE:
3.. ALL FOOTING SHALL BE CENTERED ON PLASTER ANDIOR WALL AND COLUMN UNLESS
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER.
OTHERWISE NOTED.
5.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 85 AND 1-82,
4: FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
6.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 31 &-95
5,, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING, AND PROTECTION OF ANY ADJACENT PROPERTY
TALL REINFORCING STEEL, DOWELS. ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT,
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 SENDS SHALL BE MADE COLD.
7.. ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N,OJ
10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
8,- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
BE REMOVED AND RELOCATED.
11.- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD SENT
9: ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I
APPROVAL OF THE ENGINEER OF RECORD,
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 ANDIOR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
POSSIBLE VARYING SUBSURFACE CONDITIONS.
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION.
LUMBER
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSL.
I.- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1"NOR 1
23 (2001 Ca.C).
BAR CIA NOR I x MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED,
BETWEEN LAYERS 1".
TITLE 24. SUMMARY,
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS: R-13
NEW ATTIC: R-30
FENESTRATION FENESTRATION: U-FACTOR=.4evmax
SHGC= .4omax
A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF RAFTERS AND
GABLE ENDS WALLS AT ATTICS
ke, h�.� i�, 1 60,
01"E"PTED',
L P,
;LE
GEND
V, 1'0 V W1 BAT ERY BACK
-UP
SMOKE DETECTOR
faq,"', BATTERY OPERATED
SMOKE DETECTOR NOTE'
uly y SMOKE DETECTOR PROVIDE SMOKE DETECTORS IN EACH BEDROOM
RECESSED CEILING LIGHT AND CORRIDOR OR HALLWAY ACCESSING SUCH
BEDROOMS PER SECTION 310.9.1,3 & 31,0.9J.4
rhe a
;�c 7
2001 CBC. SEE NOTE "f BELOW FOR SA IN
bh0ld tm"'rumt,""noc
E01 RECESSED V11MLIGHT t EXISTING BEDROOMS
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CFILING MOUNTE _IGHT
pwvisicni3 Vat ,
WALL MOUNTED LIGHT
g 1-.OV CUTLETS
FUEL GAS
OC,'iTY 220V OUTLET
G F i, 20 ND FAULT INTERRUPTOR
D'P
Swlicl;
.5-WAY SW;TC-!
HOSE 90 HOSE BIBEIS TO HAVE A
BACK --FLOW PREVENTFR OR WITH A CSTF-D
AIR DIFFUSER GRILLE ATMOSPHERIC VACUUM BREAKER.
FLUORESCENT
V E C H AN I C AL F AN. MI
5 AIR CHANGES PER HR.
FLOOR PLAN LEGEND
s
L I LIGHT
LOG Li&,.TER
EXIST'G WALLS TO REMAfN
PLUMB FOR ICE MAKER
E XIST'G WALLS,rO REMOVE
'HONE
TELEP, JACK
NEW WALLS FOR RM ADD'N
AF!
RECEPTACLE OUTLETS SUPPLIED BY
TZ-022-,727.2 2x6 PLUMBG WALLS
BRANCH CIRCUsTS PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER
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GENERAL lk,4'0 T ES
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. ii
4. ALL NAILING TO COMPLY WITH TABLE 23-11-6-1 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.FA, OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR
VENTILATION.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 2" x 6"
3. 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 1/3 OF THE TANK AND
ONE STRAP AT BOTTOM 1/3 OF THE TANK).
14. ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6 GALLONS
PER FLUSH.
ELECTRIC NOTES
15. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art
210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
16. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
17, GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art, 210-8: "ALL 125 volt SINGLE PHASE, 15
AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS,
GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT
WET BAR SINKS.
STRUCTURAL NOTES
18. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR i!
BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED
DURING CONSTRUCTION.
19. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM
OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED
STUDS ARE ACCEPTABLE.
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 BEARINGNONBEARING WALLS
SHALL NOT EXCEED 25%140% 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 (2320A1.9
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.
PREPARED 6
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SANTA ANC
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MACIELALOMSN.COt
REVISION'
ADD (N) FAM
356 SQ FT.
PRINTED ON CLEARPRINT 11000H
R k-
NORTm ELEVATION SC=1/4=11-011
SC=1/4=1"-O"'
Sam
I
ELEVATION NOTES ___.___ __.._.__ 1
I ASPHALT SHINGLES TO MATCH EXIST'G.
w/ 2
2.- STUCCO TO MATCH EXIST'G.
2 x FASCIA TO MATCH EXIST'G.
DESCRIPTION OF JOB-1-1
ADD (N) FAM RM
A
356 SQ FT.
DRAWN
CHECKED
DATE
SCALE
JOB NO.
SHEET
A&
MR
AMA
OF SHEETS
INTER ON CLEARPRINT 1000M.
w
A
FOU'N'DATION PLAN SC=1/4=1'-O*w
I.EGENND
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FOUNDATION NOTES
1. CONCRETE SLAB (4" TWK. MIN WIWX(b", 100-105 Wd OVER
2-INCH THICK LAYER OF DAMP CLEAN SAND, OVER
ro MIL VAPOR BARRIER OVER COMPACTED EARTH.
2. CONCRETE FTNG. (12" W X 12" 0 W/
1-04 TOP 4 BOTTOM MIN.)
� 4. 8 '_-IHT;4k w/ wx(v- io"xio" �127L A G � �I
4" BELOW THRESHOLD MAX.
I
14-1
ANCHOR BOLT NOTE
MINIMUM NOMINAL ANCHOR BOLT DIA. SHALL BE 5/8 INCH
SPACED PER SHEAR SCHEDULE OR 0 6'-0" OC. MAX.
EMBEDED INTO CONCRETE 7 MIN. W/ MIN. DISTANCE FROM
THE END OF SILL PLATES TO BE 4 1/2 " ( AND A MAXIMUM OF 12")
PLATE WASHERS (MIN. SIZE OF 2" X 2" X 3/16 ") SHALL
BE USED ON EACH ANCHOR BOLT
NOTES-
-VERIFY WROLUR. LOCATION W1 FLR. PLAN
b.-WOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
c. -SURFACE WATER WILL DRAIN AWAY FROM BUILDG.
d . HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS, AND
HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING,
e. ALL INTERIOR NON -BEARING WALLS UJIT14 9140T PINS,
RANSET O934S, OR EQUIVALENT. AT 36" O.C,
UNLESS OTHERWISE NOTED.
5/6 " DIA A. B. MAY BE REPLACED BY 5/8 " DIA
THREADED RODS W/ 5-3/4 " EMBED. WITH
CIA -GEL 1000 EPDXY SYSTEM
1, C. B. O. ER. 4846. (OR EQUIVALENT), AT THE
SAME SPACING.
g. PROVIDE DEEPER FTG AS REO'D TO COMPLY
W/ WOLDOWN BOLT MINIMUM EMBEDMENT
K CODE MINIMUM (2) ANCHOR BOLTS PER PANEL.
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CAL(F rf',4--t'C-7
ROOF rFRAM'G PLAN
ROOFING MATERIAL
ASP14A L SHINGLE CLASS `B' OR BETTER TO MATCH
EXISTING S.F. R, W/ 2 LAYER 4 15 FELT UNDERLAYMEN T.:
BRACING PANEL
FER 2320.11.4,CE3C
3/a" C-C), C-C; F! `r'V[D SL<D.
W/ &d @ 0" O.G-EN, 4 12" O.C. F.N.
2X FT.E)F. &ILL CONNECTION W1 sfa DIA. A.B. 32" O.C.
TOFF ANCi.40jRAr_-E WITH A-33 O.C.
FRAMING NOTES
PROVIDE ROOF RADIANT SARRIER
PER TITLE 24 AT ROOF SWEATWIW�
ROOF SHEATHING Z
1/7CDX PLYWOOD (32/1&) OR 0615, UNBLOCKED
DIAPHRAGM. W/ NAILING-
Sd e ro,' O.C, SUPPORTED ENDS 4 BOUNDARY
8d to 12" O.C. FIELD.
USE (6) ]rod 0 TOP PLT. CHORD SPLICE W1 ST6224
(USE IX6 SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES 4 OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4XIO OR
LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE
STUD FOR 4X(b OR SMALLER MEMBERS
3, ALL NAILS ARE COMMON NAILS.
4, ALL STUDS 0 16" O.C. MAXIMUM.
5. ALL LAG BOLTS (LB) TO BE 6" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
,b. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL E06E5 OF ALL PLYW'D SHEETS IN SHEAR WALL.
ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE.
8. 2 LAYERS OF 15" FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD,
Ts 0j, SEE DETAILS Qa FOR ALLOWED BORING
AND NOTCHING OF STUDS AND JOISTS
10. SEE DET. FO R TYP, EXTERIOR
W�LL FRAMING
11, PROVIDE FIRE BLOCKING IN CONCEALED SPACES or -
STUD WALL$ AND PARTITIONS, INCLUDED FURRED
SPACES AT THE CEILING AND FLOOR LEVEL AND AT
10 FT INTERVALS BOTH VERTICAL AND HORIZONTAL.
12, WALLS BRACED TO RESIST WIND AND SEISMIC FORCES
SHALL NOT EXCEED THE FOLLOWING HEIGHT TO WIDTH RATIOS
2 TO I FOR PLYWOOD. FRAMING MEMBERS OR BLOCKING SHALL
BE PROVIDED AT THE EDGES OF ALL SHEETS IN
SHEAR WALLS'- 2 TO I FOR GYPSUM WALLBOARD I PORTLAND
CEMENT PLASTER (STUCCO). WALL SECTIONS HAVING
HEIGHT -TO -LENGTH RATIOS IN E XCEES OF 1 1/2 TO I
SHALL BE BLOCKED.
13. ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
Lo
ATTIC VENT. CALC'S
356 S.F. /150= 2.37 x 144= 342 sq in REQUIRED
I.- 12$1x12" sq in
2 pieces x 144 sq in= 288 sq inch PROVIDED
2. -(3) 2"0 holes EAVE VENT= 9 SQ IN
At NORTH SIDE -
At SOUTH SIDE -
At EAST SIDE 14 pieces
At WEST SIDE -
14 pieces x 9 = 126 sq inch
IFT—OTAL= 414 SID IN PROVIDED
NOTE:
• WHERE EAVE VENTS ARE INSTALLED, INSULATION SHALL
NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF 1" OF
AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION
AND THE ROOF SHEATING. TO ACCOMMODATE THE
THICKNESS OF INSULATION PLUS THE REQUIRED 1"
CLEARANCE, MEMBER SIZES MAY HAVE TO BE INCREASED
FOR RAFTER -CEILING JOISTS.
• ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH
CORROSION -RESISTANT METAL MESH OPENINGS OF 1/4 -
INCH IN DIMENSION.
12
0
DESCRIPTION OF JOBO�i
ADD (N) FAM RM
356 SQ FT.
DRAWN
CHECKSO
DATE
SCALE
JOB No.
SHEET
0%
lbbk_._
OF SHEETS
PREPARED 8
4 - 0- " MI
(2) 16 d S 2
5
_F
LAP TOR P! 5c @ 6" O-C
0 33)3
ST UI) M A X POST PER PLAN
FILLERS
2x _7(4x MIN.) PER PLAN
4X4— � VL_
HDR,
MIN.
16d- 2
O.C�FIAC
NFL
2X Rl
KIN2)
( 0d
EA .� SIDE
'
TO 'PA T
0
th
t
W/��,," D;A� ANCHCQ;:�7_
LIE-U 'DF 2X4 TIES
BOLzS \N/ 7 EMti;7,D'T
NOTES: 0
AN, 2- B_N�
PER "OUNDATION
z
3- 2X RIDGE BOARD
PROVIDE 1. FOR RAISED FOUNDATION USE SSTB FOR TWO
6`0" O.C_ & 4V 3 IINEW z2l_ua� 5E
MIN. 12" MAX R f./,. 11, - PLYW'D ROOF SHEATHING PER PLAN POUR SYSTEM AND EXTEND BOLT BEYOND
it
c1l 1 -,, — 7 — — — Q11 t 01 ATC AQM/C FLOOR SHEATHING,
5- ROOF RAFTERS PER PLAN
24 n mrivo, um uz)r- 0
SIMP. CNW COUPLER FOR BOLT EXTENSION.
6- 2X4 TIES @ 48" O.0la L — — — — — — — — — — — — cc
a.
2. CONCRETE STEM WALLS'SHALL BE 6"MIN
7- 3- 16c TYP.
DEEPEN FTC. AS 0
L REQD WIDTH FOR 5/8"0 ANCHORS, 8" MIN. MOTH
-0 ANCHORS, 8- MIN. FOR CONIC.
8 '0 RAFT EER TO ACCOMODATE BOLTS FOR 7/8
CJ `IE PER PLAN W/ 4- l6d
(MIN. 12' x 12") BLOCK. 0
TYPICAL HOLDOWN DETAIL
EXTERIOR BEARING WALL 17 FLUSH BEAM RIDGE
FRAMING
1 2
O
3 POST PER PLAN I
(4x MIN.)
FASTENERS
2x STUD
(FILLER)
—
PER MANUF.
PER PLAN
+
5
WN SIMP. HOLO
TOP OF
D
PER PLAN (PHD CONIC.
SHOWN)
M,
C I ROOF SH PC I/
PER PLANARD
0XIS STARTER 80 EXIST. OR
-SHIPLA!cl- AT EXPOSED EAVES'
NEW SILL
2
(5)- 16d > RFTR. TIE \---iDRILL HOLE
i
d f
4"
E
36 d E-NI,
A'R &
UDS
(2 l6d E. 11N,
iO 2X S I ii. L ZA,
T,N,
STUD
ij
Q 0
�x FASTENERS
DR�V`F IXP,
PER MANUF.
7:1
BRAC'G3 HF NO SHEAR
WALI S OC—URI @ 60 N_
MAX. a 45' k1iiN, IvVl, 7 'SAX. HOLDOWN I
3 ) 8 d A, & 'A. W PER PLAN (PHO /-__l_2x, 2-2x
OR 3x PER
STUD BRAC'r EA SHOWN)
;q
CORNS-IR 251' 0,C VAX. ------- A� I PLAN
PROVIDE 2X
L — — —
FiRF
WAf S
K WHFIR'
'z
BL V_
EXCEED � - " H. & AT ALL
C L'G`'i &
T* ---SI.MPSON
2X STUDS "SSTB'
16' O.C. 6,
PER
2 _- 'LL 48" 0 C IN
X -S, 1- ST2115 12 MAXSCHED.
SCHEDULE
TYPE
SSTB I
1-POUR
SSTB #
2-POURI
CAPACITY
W/4x4
MIN.
PHD2-SDS3
16
20
20- —
3610
2=2775
HD2A
L'i 6
HTT16
16
20
34480
.80
HD5A
16
20
4010
PHD5-SDS3
20
24
4600
_11722
24
-
5175
PH06-SDS3
28
34
5860
HD6A
28
34
5105
HD8A
28
34
7460
HD10A
28
34
9540
H008-SDS3
28
34L2jLzo
8325
c1l
J
<
T
z
0
z
0
jr
R.
X.
z
Q
NOTES: 0
yy 4- 2'X BLK'G W1 A-35 &I fit I
, ", : , til 1/8-0 LARGE
Ij THAN BLT. DIA.
2X CEILING JST,
1. CONCRETE F'C 2000 PSI MIN.
C, CRICKET TO DR-AiN, I
PER PLAN Ic z
R-R. PER PLAN.
2, FOR RAISED FLOOR FDN, USE LONGER
6- 08L TOP PLATE PFR R! A!-�� BOLTS, OR USE SIMP. CNW COUPIER,
511 I=NE�l I F '9
3�- 2 x SLEEPER.
0
4.- A - 3 5 16" o/c. 7- 2X STUDS Q 16" G.C. L I i
SE:__ CHIZAR INAL� SCHL:n TO EXTEND ABOVE FLOOR SHEATHING.
5 D81 OR WD. BM. PER PLAN FOR SHEAR TRANSFER
T6PPLATE.
T.,
THIRD. ROD W/
A S SHEAR WALLS EXIST.
-2\ A-01 - 'I t
6� TUD'KALL �z 16 ac. z
A, SHEAR V A-L- PER P, A.114
. .... A SIMP. EPDXY PER
CONC,
IC8O #5279 L.A-R.R. #25279
mom 8.- 2 x Cl PER PLAN FTG.
w
Z! IN x
W/SPECIAL INSPECTION.
�R 'NO Z
CKET TTG
DRAIN
SHEAR TRANSFER
1" 01$ 10 6 TYP. HOLDOWN TES EXIST. F.
18 (N) CRIO
AT EAVE 0
Z
0
LITER 1/31 MIDDLE 1/3 OUTER 1/3 18" MAX
0
OF SPAN EXISTING SLAB NEW
OF SPAN ONLY MST1 SLAB z
NO'NOTCHES AT TOP OR 801 A7 TOP OR BOT
U. N, 1
w
_� D4
A'� 0 V;' 0. z
4" F_
A
A
w-mr-wimm
A*
A/
i A
<
DRILI_ 9/16-MIN V #4 REBAR
'D 1 3 �7 HOLE FILL W/EPDXY DOWELS 0
CUTER 113 IVIC OUTER 1/Z NOTCHING GROUT & INSERT DOWEL NO SPECIAL INSPECTION 24-O.C,
OF SPAN 0 E- $p A",, 0 � S P ANI 0 N Y ALTERNATE: USE 1/2* IS REQ'D. FOR EPDXY IN
.47 70p OR BOT NIF No'TC,'_�CS AT TOP OR REDHEADS & THRD'D ROD THIS APPLICATION.
ALLOWED U.N.O.
SHTIG 0)/ �-lx RflOF RFTR. AT SI—ABS
PER PLAN OX6 ;TARTER BOARD REELAR DOWELS
CIS-D C* DRILL SLANT HOLES
iPL A AT EXP E E A`J'E S 1, LT IST"G NEW SAME SIZE &
BAR FILL W/EPDXY SPACING AS
24"MIN FOOTINGS z
N"ITCH !NTe' FIRST ReAlF I
0 GROUT
7
1/16- OVER DtA OF
2- 2X4 FLAT LOOKOUT 9 32" O.C.
A
A
4- (2)- 16d 0 EA. 2X4
0
-35 Q 2'- O.C.
A
BORING SEE SHEF WALL A.
vl.;. SCHEDULE OR U.N.O. A 'A
6- 2X STUDS @ 16" O.C. A, v W 0
1 FRA--7, 2X8 2 X C 2X 3N 2X14 SEE SHEAR SCHED. 7- SH'7,kR ALL PER PLNPLAN`2 FOR SHEAR TRANSFER vViZEWALL
OCCURS
AT FOOTINGS
20 01,CBC SHEAR WALLS 8- 2X BLK'G 48" O.C. DOWELS Z
FIRST SAY ONLY T
SECTION 2320.8.3
314 4%"
BORED OR NOTCHED JOISTS SHEAR TRANSFER AT
19 15 1" 011 11 z
GABLE END ir
0
W
z
0
illAX 40i. OF 5TUE)
5;=AfRiN;C- WAI 1 5, 60% t'l_4X.
-9p" O.C� TO SLOC<- --R- WITH FLYW'D 5k'T'(:-, PER PLAN
C)EFTI4 2E,% 2 e 0.4 N* A I- e T c E� Ac �l IRAF I E IR
z
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WALLS, 409. I'lAX.
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N� . ... .
IL
>
SCHEDULE
TYPE
THRD.
ROD
ALLOW
TENSILE
LOAD
SEE NOTE 1
PHD2—SDS3
12-
5/8-0
3610
T6A_
12-
5/8.0
2775
HTT16
12-
5/8-0
3480
HD5A
12'
5/8'0
4010
PH05—SDS3
12"
5/8"o
4685
HTT22
12'*
5/8.0
5250
PHD6—SDS3
15'
7/8-0
5860
HD6A
15'
7/8-0
5105
HD8A
15*
7/8"0
7460
H010A
15-
1 7/8-0
9540
HDQ8—SDS3.
15
7/8"0
8325
=FRACTION
X4 2Xe 2X8
N07= NOTCH 4 BORE
60, m Ill V/�K�
F STLr
NOT TO OCCUR ON 5AME
25%
S%D WITHIN 3r," OF
0%
E-AICH OTHER.
po% E.
SECTION 2320,11.1�- 2320,ILI0
T
'CALIFORNIA' FRAMED WON I
20 E5 0 �R C D S T r-D\,& 16 ROOF 12 8
BP'S q w
Ar, W
A
A 12 C� 6'L, iLJ� .v'k Ll
PH '714 / 835' 1585
FX 714 / 835 1428
2017 W. ALco AVE.
SANTA ANA
CALIFORNIA 92703
AADRAFTINGOMSN.COM
REVISIONS
SITE:
. ,� ur
m a
mirwilm
DRAWN:
CHECKED: ............
.
DATE:
JOB NO
SHEET NUMBER.•
PREPARED BY:
"t
Projeftetifl—e
Project Address
Author
thod (Package or Computer)
4_Z.�
Telephone
climate zone
I of 3) CF-1R
galdirtg, Permit _#
Plan Check / Date
Field Ch=k1Bate
AM -
Average Ceiling Height: IT
Hodt Area_fC
Total 016 * ." , I ,
C on 1diti�
1"W"N
Building T. �L,LLSingle Family — Addition
(check Wt3r mitre) Multi -Family — Existing -Plus -Addition
Front Or#tttadon _North East / West / All Orientations
(input frofi iwt
ntation in degrees ftom True North and Circle One)
Number of 3tories
Number of DvVelling Units.
Floor construction Type. toglaaised Floo) (circle one or both)
ed ' alzmate zones 2 4 8-15) Required for this submittal V yes —no
lit ffi LNU
Campolllt
Type
Frame Type
Wd = wood
stl = stqql�
Cavity
insulation
R-Value
Sheathing
lusulatiolI
R-Value
Total R-
Value'
— —X;ie—mblY
j;�ie
U-Factors
Location/Cornments
(attic, garage, typical, etc.)
Wall
Wall
Roof
Roof
Floor
2X 14o,
Floor
Stab
;
IT V__
rAA Q
f Alm"
frnrnes# viiin that �meets cavitv R-value,
For
insuloii plimp"
FENESUT101_
A
Fen
ci
Front
Front
Left'
e t
Left
Rear
Rear
Right
Right
Stcyhght
Skylight
Comniiince]%riS
e Pac
Shading Devices
Area.
Fmes!xatiori
U-Factor
Fenestration
SHGC
Exterior
Att
Overhangs/
Fins
.. ..
41V
i, M-N`
D r"
DESIGNER
ENFORCEMENT
4
ul
inamacturer's labeled R-Value,
jW 1., 14 1 ruumumR-13 wacniulation in w6o4farned wdls or equivalent -U-Facw in metal frame Wails
_0
(9:N' to exterior mgss,asal
ISO@ 4 R framed floors
W�J,"muirn -13 raised floor insulation
_router absorption rate no greater than 0.30/1, water vapor transmission rate no
#11
me
quality standards Indicatetrype, and form
ri or, ed meets tra�iflation q
ltratiortcontrols
it air leakage
2. l eaestaation products (excq t &eld-fabricated) have }ahel with certified U-Factor, certified Solar Heat
3. Exterrr,cfooss ami windows tvratherstrippod; all joints and penetrations caulked d sealed,
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§ 150(f)l Special infiltration harrier installed to comply with § 151 meets Commission quality standards.
150(e)- installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. BAisoory and factory -built fireplaces have:
a- Closeable metal or glass door
b. Outside air intake with damper and control
c. Fine damper and control
2. No cantinuous, burning gas pilot lights allowed.
Space Conditioning, Water Beating and Plumbing System Measures:
110- 113: HVAC equipment, water heaters, showerheads and faucets certified by the Cornmission,
150(h): Heating and/or cooling loads calculated in accordance with ASHRAF_ SMACNA OR ACCA,
150(i): Setback thermostat on all applicable heating arid/or cooling systems.
Mo): Pipe and tank insulation .
i . Storage gas water heaters rated with an Energy Factor I= than 0.58 must be externally wrapped with
insulation having an installed thermal resistance ofR-12 or greater.
2. First 5 fed of pipes. closest to water heater tank, non -recirculating sYstem.% insulated (R-4 or greater)
3. Back-up tank-, for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
5. Cooling system piping below 551F insulated
6. Piping insulated between heating source and indirect hot water tank.
Compliance Forms August 2001
CERTIFICATE OF" COMPLIANCE-0 RESIDENTIAT (Page 2of3) CF1R
4�1 1115 .11�
2K Date
Project
RVAC SYSTEMS
7o—fe7Tnji6thydronjc or combined hydronic v',sta under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum Type and Duct or Heat Pump
Type (furnace, heat Efficiency Location Piping Thermostat Configuration
Pump, etc.) (AFM or MPF) (ducts, attic, etc.) R-Value Type (split or pack!;,,)
_fg- M4
Cooling quippment Minimum Duct Heat Pump
Type (air conditiom, Efficiency Location Duct Thermostat Configuration
�
-Beat In -a - �-or� attic, etc. ) R-Value Twe (split orpack el.
SEALED DUCTS and TXVs Jor Alternative measures},
• Sealed Ducts (all climate zones)
(Installer testing and certification and IffiRs rater Meld verification required)
Cl TXVs, readily accessible (climate zones 2 and 8-15 only)
I (installer testing and certification and HERS Rater or field verification required)
El Refrigerant Charge/Air Flow (climate 2oties 2 and 9-15 only)
(Installer testing and certification and MRS Rater or field verification required)
OR
Cl Alternative to Sealed Ducts and TXVI'> (see Package C or D Alternative Package Features for Project Climate Zane)
Climate Zone Window SHGC Window U-Factor SEERHeating
WATER HEATING SYSTEMS Energy Fxtemal
Rated, Tank Factor or Tatik
Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation
yp—e T vpe, in §ystem
or l3fti/hr) aflons Efflcienc Loss��/o) R-Value
i. For small gas storage water heaters (rated inputs cYflcas than or equal to 75,000 BMW), electric resistance, andheat pump water heaters, list Energy
Factor, For large gas storage water beam (rater; input of'greater than 75,000 Btulhrl list Rated input, Recovery Efficiency and Standby JM,
For instantaneous gas water heaters, list rated inp in and recovery efficiencies.
.,,xtra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package C: thermal mass (thermal mass type, covering, thickness and description).
Compliance Forms August 2001
MANDATORY MEASU RES CHECKLIST: RESIDENTIAL (Page 2 of 2) MX-1 R
Lowrise residential buildings subiezt to the Standards must contain these measured regardless of the compliance approach used.
items marked with an asterisk (*) mir., be superseded by more stringent Compliance requirements listed on the Certificate of
Compliance. When this checklist is i�ioorporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance sp,%ifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial appliciJ)le boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Hatiog sand Plumbing System Measures- (continued)
§150(m). tarts and Fans
1. All duds and plenums installed, sealed and in;tdated to meet the requirement of the 1998 CMC Sections 601,
installed level of R42 or enclosed entirely in
A44
603 6K and Standard 6-3; ducts insulated t( it minimum
conditioned space. Openings shall be seated vji' h mastic, tape, aerosol sealant, or other duct -closure system
that nied'i the applicable requirements of UL 03 1, 1 JL 181 A, or UL 181 B. If mastic or tape is used tt? seal
openings greater than 114 inch, the combinatit m of mastic and either mesh or tape shall be used. Building
cavities shall not be used for conveying conditioned air. Joints and scams of duct system and their
components shall not be seated with cloth back< rubber adhesive duct tapes unless such tape is used in
combination with mastic and drawbands.
2. Building cavities, support platform for air li.--ndlcts, and plenums defined or constructed with materials
other than seated sheet metal, duct board or f"exible duct shall not be used for conveying conditioned
air. Building cavities and support platforms iiay contain ducts. Ducts installed in cavities and suport
platform shall not be compressed to cause reductions in the cross -sectional area of the ducts.
3. joints and seams of duct systems and their ccrpnents shall not be sealed with cloth back rubber
adhesive duct tapes unless such tape is used is ; combination with mastic and drawbands.
4. Exhaust fan systems have back draft or auton, alic dampers.
S. Gravity ventilating systems serving conditiov,,d space have citber automatic or readily accessible,
manually operated dampers.
6. protection of Insulation. insulation shall be protected from damage, including that due to sunlight,
moisture, equipment maintenance, and wind 'Nut not limited to the following: Insulation exposed to
weather shall be suitable for outdoor service v_g., protected by aluminum, sheet metal, painted canvas,
of plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that's
Water retardant and provides shielding from <;-)Xar radiation that can cause degradation of the material,
§114: pool 30 Spa Heating.Systems and Equipment.
1, System is certified with 79 % thmmal efficiency, on -off switch, weatherproof operating instructions, no
electric resistance heating and no pilot light,
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar hearing.
b. Cover for outdoor pools or outdoor spas,
3. Pool system has directional inlets And a cimAstion pump time switch.
§il5: Gas fled central furnaces, pool heaters, :spa heaters or household cooking appliances have no
rGances with
continuously bum' pilot light. (Exception: I=;rm-electrica# 000king_ a 2il0t<
§118(t): Cool Roof material meet specified cniclia
Lighting Measures:
§150 (k)l.: Luminaires for 9011MI lighting hilitchens shall have lamps with an efficacy of 40lurnertirlwatt
or greater for general lighting in kitchens, 'Ris general lighting shall be controlled by a switch on a readily
lighting control panel at an entrano<, to the kitchen,
--accessible,
§150 (k)2-: Rooms with a shower or bathtub have either at least one luniiintairc with lamps with an
efficacy of 40 lumens/watt or greater switched at the entrance to the room Or One Of the alternatives to this
requirement allowed in § 150(k)2,; and incand(scent recessed ceiling fixture-, are IC (insulation cover)
approved.
Compliance Forms
August 2001
CERTIFICATE OF COMPLIANCE.- RESEDENTIAL (Page 3 of 3) CF-IR
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility. When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is Indicated in the Special Features/Remarks section, The undersigned recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field Verification by an approved HERS
rater.
Designer or Owner (per Business and Professions Code) Documentation Author
Name: 14
Name.
Title/Firm:
Title/Finn:
Address:
Address:
Telephone:
Tel
phone:
r V(dp— P
si ature)
ar
F-it,
a ure) (taw)
tire
Enforcement Agency
Name:
Title:
Agency:'
Telephone:
T;i e
06 Itt—A
tK
Compliance Forms August 2001
J
ow�
Or
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0
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rot o e, L G oieL
714 285 1121
201,7 W. ALCO AVE.
SANTA AN^
CALIFORNIA 92703
MACIELALOMSN.COM
REVISIONS
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OWNER:
MR
RICHARD MARES
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