HomeMy WebLinkAbout10149477.pdfZ057.
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ALAN NGUYEN
15401 FIRMONA AVE.
LAWNDALE, CA 90260
310-720-8307
HAUG1ANGC5)A0L.00M
REVISION:
KI 22-JUL-2004
R2 22-JUN-2005
R3 17-AUG-2005
PF
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STREET LIGHT
STREET LIGHTING
PULL E30X
Qz
EXISTING DRI SWAY APPROACH
TO BE BANDONff D AND
51DEWALK TO BE RECONSTRUCTED
PFRICITY 5TANDAR.D5
FIRE HYDRANT -
201
N4 DRIVEWAY APPROACH
I To 15F CONSTRUCTED
PER CITY STANDARD
PLAN N M13ER If 12 - CASE 2
I 5TREET LIGHTING
PULL BOX TO BE RELOCATED
PER CITY OF 5ANTA ANAI`5CE
KFOUIREMf_NT5 * 5PECINCATION5
POWER POLE
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10' --f— 20'
ADDRESS: 2057 N. BUSH STREET
SANTA ANA, CA
PARCEL #
LOT SIZE: 5,218 SO. FT,
THIS PROPOSED PROJECT COMBINES THE FOLLOWING THREE (3)
REMNANT PARCELS I
N (AS SHOWN, IN THE VICINITY MAP BELOW):
PARCIELI:
ADDRESS: 2057 N. BUSH STREET
SANTA ANA, CA
PARCEL #: 003-111-03
CALTRANS #: 73925-01-01
LOT SIZE: 2,500 SO. FT.
ZONING R-3
PARCEL 2:
ADDRESS: 2059 N. BUSH STREET
SANTA ANA, CA
PARCEL #: 003-111-02
CALTRANS #: 73926-01-01
LOT SIZE: 2,000 SO. Fr.
—X7 ZONING : R-3
suey G7 I I"
PARCEL 3:
ADDRESS: 2061 N. BUSH STREET
7.
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< , DRIVEWAY
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0 PROVIDE APPROXIMATELY 1. 2 50 5Q. IT, Of BACKYARD PLEASE SEE
LANDSCAPE PLAN (L- 1) FOR. MORE DFTAIL5
PLEAS LAND CAPE PLAN (L- 1)
SANTA ANA, CA
PARCEL #: 003-11101 N,
-
CALTRANS #: 73927-01-01
LOT SIZE: 718 80. FT.
ZONING R-3
rh
OWNER:
TAN NGUYEN 0 �'�".""
3005 GARFIELD 0,C)
COSTA MESA, CA 92626
III -fill pa'a
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PROPOSEC) DEVELOPMENT:
PROPOSED A 2-STORY SINGLE FAMILY RESIDENT:
/SINGLE LOT SIZE: 5,218 SO. FT.
/FAMILY a
APPROVED LIVING AREA: 1,880 SO. FT.
RESIDENT FIRST FLOOR: 734 SO. FT.
'PLANNING DIVISION SECOND FLOOR: 1,146 SO. ST.
t9455 . ?o(75 - il34 It Nw^4 BEDROOMS: 3 + DEN
0 MAS'I'ER ID,;_
01 BATHROOMS: 3
Zone; GARAGE : 2
_X43— -CAR ATTACHED
SCR.ACC'TTTkkk1, FOOTPRINT: 1,266 SO. FT.
LOT COVERAGE: 24,26%
2-CAR BACKYARD: 1,200 SO. FT.
`GARAGE
1,200 SO. FT.
BACKYARD DATE
yE I
DXM:
PLANN11"C3 IFINAI- REQUIRED YE S NO
51
C0NTP,C`F_ Lu 0(0) 6
N88*32'11"W, 82.25' '1, cal S-8� NO,36957
E
CON-CACT P E
SUBjEcT'rc) �ONDTVIONS RELOW-
30321-3° C�3� 3� � I z-�f �. ���� i
"OF
SCALE: 3/32" 1 -Olt
VICIN'l-rY MAP (no scale)
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2 NOT REQU'll D 1"OR THUS WORK
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%IALL ?NOT
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L
NOTE:
SHEET INDEX:
1. UNDERGROUND UTILITIES 5hALL BE REQUIRED FOR TH15 PROJECT.
5T
SITE PLAN
A- I
FLOOR PLANS
A-2
f-XTERIOR FLEVATION5
A, ne, C H 1 ', rl E C T UIR-A, L 1(5-,"a Ff U C,% Tl U 0, 14 L
A-1
BUILDING CRO55 SECTION5
I 'CMIEF
-) A(E, -101 FKDRICIDNSMIU....
A-4
ELECTRICAUMECHANICAL PLANS
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FOUNDATION * ROOF PLANS
5-2
FRAMfNG PLANS
waar' sv"rmn',"17"s, UFRR. RJ,,TH7UDjwC,
OR
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ARCH ITE CTURAL/5TRUCTURAL DETAILS
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ARCH ITECTURAL/5TRUCTUKAL DETAIL5
5TRUCTUPAL NOTE5Mi
T1,har
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any changes or
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TITLE 24 COM NCF=
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7,-G"" 5-4° 1 30
FIRST FLOOR - 3
6-7" BUILDING LINE
{
i KITCHEN
{
BEDROOM 3 I s54 � i
{
1 7,-2, 1 I �'- ! 1 7'-2" Dv {
a' a G"- I all
• - 554 {
I I
A I 6 { I SECOND FLOOR
A # BUILDING LINE
A-3 I I a- i Ol
I {
I {
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{
2'-4" I F34
H2 SECOND FLOOR
i ; --{ .-� BUILDING LENS A
Q •' it Q D-3
A-3 i i A_3 i UP
4'-2„ 1 a I
522 H2 L _----------- ; I 7'-G"
7`- 1 0" 2'- 1 0" 2'"O" BATH 3 ,
40° ,
LOVE` WALLS 1
IN PLACE
A.G OF RAILING i t I t �+ N STAIR
2' 4" �,# i I LIVING D_I HANDRAIL
{ ROOM
( H3
4' H2 554 54'ALL FIRST t I
CEILINGS ARE 9L00H
LANDING: t I E1 LANDING:
G` WIDE I I P! _ WIDE
t - 4' LONG, 3' LONG
4G' 3'_6^ 4'-4"" BEDROOM 2 GAME
�' {
t 2 E3 H2 ! 2
PROVIDE Sfa' T'E 'X' G' PSUM BOARD
5"-4" AT ALL CEILINGS WALLS IN GARAGE
H I I d'„4"
G'
H2 WIC s 2� PE DEN
A-3 A-3 544
534
3,_G„ ALL SECOND FLOOR —8" 3'- 10"
CEILINGS ARE 6' HIGH
TGi t6
2-CAR
I5�_4„ 534 MASTER Hz s'-G° GARAGE H2
BEDROOM BATH 2 w
534
1 9-4" i
9 4
2": I � t
H3 2 2'- " 6`-2"
O 3 i 7
544 3'-3„ 9
1 1
14'- 0." 3'-4" 5'-4" G"_G,
11
1 6-2" i I, 1 O" I 30'
3a
A-3
c
A-3
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LIVING AREA 734 SQ. FT.
LIVING AREA = 1,146 SO. FT. GARAGE = 428 SQ. FT.
SECOND FLOOR PLAN 3116"=1'-011 FIRST FLOOR PLAN
DOOR SCHEDULE: WINDOW SCHEDULE:. LEGEND: NOTE:
IZE r)!SCRIPTION N �
t i l VVALL COVERING OF SHOWERS AND TUBS WITHIN 5HOWER5 SHALL BE OF CEMENT PLASTER, TILE, I . PROVIDE A WATER SAVING, LOW FLUSH WATER CLOS T IN NEW BUILDINGS.
\JJ OR APPROVAL EQUAL. TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE DRAIN INLET. MATERIALS PROVIDE WATER CLOSET THAT USE A MAXIMUM L0 ET GALLONS PER FLUSH.
OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS
AND PANELS MUST BE LABELED CATEGORY 11, SWING DOOR OUTWARD. NET AREA OF SHOWER
3OG6 SOLID CORE DOOR, 1 3l4" THICK WITH 2020 VINYL SLIDING WINDOW - 2. PROVIDE 30a CLEARANCE ABOVE RANGE TO UNPROTECTED COMBUSTIBLE
E 1 522 RECEPTOR SMALL NOT BE LtSS THAN I ,024 SQ. IN. OF FLOOR AREA, AND ENCOMPASS 3O INCH
DEAD BOLT, VIEW ANGLE AND WEATHER STRIPS MATERIAL OR 24" CLEARANCE ABOVE RANGE OR OPEN TOP BROILER WHENDIAMETER CIRCLE. EQUIPPED WITH METAL VENTILATING HOODS, VENTILATING HOOD SHALL BE
2GG5 SOLID CORE DOOR, 13f4" THICK, I AIR 53 i 3010 VINYL. SLIDING WINDOW VENTED TO OUTSIDEAIR.
E2 FIRE RATED AND SELF -CLOSING HINGE, DRYWER VENT TO OUTSIDE AIR. VENT DUCT MUST USE RIGID METAL PIPE 4' MIN, DIAMETER USE ONLY ALUMINUM
2GG6 SOLID CORE DOOR, S 3/4" THICK WITH 53g 3030 VINYi. SLIDING WINDOW
\ ! TAPE TO CONNECT 5ECTION5 OF PIPE, NO SCREW ALLOWED
E3 WEATHER STRIPS 3. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL
�../ 3d" RANGE)OVEN -MICROWAVE EXHAUST HOOD AND LIGHT COMBO. VENT TO OUTSIDE AIR. BE LOCATED A MINIMUM OF 18" ABOVE GARAGE FLOOR. (M.C. 306.0)
3040 VINYL SLIDING WINDOW `�/
P I 50G6 PATIO {FRENCH} DOOR 534 4. THE BUILDING SHALL HAVE WATER CLOSETS {TOILETS} WHICH UBE NO MORE
/� THAN I .G GALLONS PER FLUSH.
30G6 HOLLOW CORE DOOR 544 4040 VINYL SLIDING WINDOW 14 1 DOUBLE 5INF, WITH DISPOSAL. UNDEP-COUNTER D15 WA511ER, VERIFY DIMENSION WITtl WITH MANUFACTURER.
H I \✓
5. ALL `SHOWERS AND TUB BLOWERS SHALL HAVE EITHER A PRESSURE BALANCE
s
F44 4040 FIX WINDOW 39" CLEARANCE SPACE REFRJGERATOR OR A THEM05TATIC MIXING VALVE,
H2 2GG6 HOLLOW CORE DOOR 0
5040 VINYL SLIDING WINDOW 0 G. DUCTS SHALL BE SIZED PER CHAPTER G OF THE MECHANICAL CODE.
ti3 20G6 HOLLOW CORE DOOR 554 i 6 1 PROVIDE WALL AND 5A5E CABINETS
t✓ 7. BLIpING GLASS DC30R5 {PATIO TYPE} SHALL HAVE CATEGORY If CLA551PiCATiON
AI G20 I G20 OVAL WINDOW OR PER CBC CHAPTER 24 AND UBC STD. 24-2.
Gi GOG8 SLIDING MIRROR - CLOSET DOOR 2020 FULL CIRCLE WINDOW (7 } ALL PLUMBING WALLS ARE 2XG, U.N.O.
G i I GN7 SECTIONAL ROOL-UP GARAGE DOOR `
P p 50G5 SLIDING PATIO DOOR GAS WATER HEATER W%PT VALVE. `B' VENT THRU ROOF AND SEISMIC BRACE, I.E. BE STRAPPED TO THE WALL IN TWO
0 PLACES. ONE IN THE UPPER 113 OF THE TANK AND ONE IN THE LOWER 113 OF THE TANK, THE LOWER POINT SHALL
BE A MINIMUM OF 4 INCHES ABOVE THE CONTROL. THE BEATER WILL BE 51TUATED ON A PLATFORM 16" ABOVE
GARAGE FLOOR. NOTE: "POWER VENT" OR "DIRECT VENT" WATER HEATER SYSTEM CAN BE USED WHERE DUCT VENT
CAN BE CONSTRUCTED TO RUN HORIZONTALLY THRU ADJACENT GARAGE WALL
t p STAIR DETAILS:
WIDTH - 3'-G"
RISERS - I G - 7 1 t2" EACH
TREADS = 15 - 19 EACH
LANDING = WIDTH OF STAIR (3'-G")
PROVIDE I -HOUR FIRE RESISTANCE WALL CONSTRUCTION UNDER STAIR.
HANDRAIL: 34" - 35' HIGH ABOVE NOSING
CLO5M UNDER STAIR
{ ;) } 3" PIPE POST GUARD FOR APPLiANCE5 INSTALLED IN GARAGE
LANDING SHALL. NOT BE MORE THAN ONE-INCE LOWER THAN THE THRESHOLD OF THE DOORWAY. LANDING SHALL BE
2 E
LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH MAY HAVE A SLOPE NOTE TO EXCEED 2%.
O NERfAPPLICANT.
TAN NGUYEN
3005 GARFIELD
COSTA MESA, CA 92626
PROPERTY INFORMATION:
APN#
ENGINEER:
DRAFTER:
ALAN NGUYEN
15401 FIRMONA AVE
LAWNQALE, CA 90260
310-720-8307
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REV1510N5:
22-JUL-2004
DATE:
22-JUL-2004
'MEET TITLE:
FLOOR
P N S
SCALE: 5HEET NO.
SHOWN
aw
MASTER
BEDROOM
GARAGE
BUILDING HEIGtIT
TOP Of PLATES
TOP OF WINDOW5.
BATHROOM 2
IE 0-511
FIN15tl FLOOR 2W-5"
TOP Of PLATES
TOP Of WINDOWFZ
LAUNDRY
AREA 7'
FIN15H 5LA5
SOUTH ELEVATION
0�•
1/811 = 1 I -Olt
OWNER/APPLICANT:
TAN NGUYEN
PROPERTY INFORMATION:
APN# 398-161-16 & 17
ENGINEER:
DRAFTER:
ALAN
NGUYEN
15401
FIRMONA AVE
LAWNDALE,
CA
90260
310-720-8307
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REV15ION5:
DATE:
25-MAY-2004
5HEET TtTLE:
EXTERIOR
ELEVATIONS,
OWNER/APPLICANT:
TAN NGUYEN
PROPERTY INFORMATION:
APN# 398-161-16, & 17°
ENGINEER:
DRAFTER:
ALAN NGUYEN
15401 FIRMONA AVE
L.AWNDALE, CA 90260
310-720-8307
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cr- No. 36957
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KffVf5fON5:
DATE:
25-MAY-2004
SHEET TITLE:
BUILDING
SECTIONS
SCALE:
SHEET NO.:
A5 SMOWN
A
- ------ ----- - ----- -------
+---- --- --- ------ -.-_ __ __ __ ---- --- ---.-_.--.-_ --.-- --•-_-
i +.
+ f
!--- --- --- --- --- --- —'--'-----, _—•--.—_.--.--.--.--. _ —. _—.— i
i
+
f {
j t
+ +
FIR5T FLOOR BUILDING LINE
t } t
j
} ,KITCHEN } / } i
Y 1 j ; - 1 1 .• j
BEDROOM 3 1
OM
+ , i
i
SECOND FLOOR BUILDING LINE
FA
+ i f I J-J
+ +
• 1�0 I i j ! t 1 tt ..
1 --i ! ! '' }
L____._a — — __ry
BAT + t + I
BT
1 i
LIVING FA '
x 11 DN w + + + t f } rf ROOM
FA
r - -T-, i
t
t_.--.--.-----.--.__."'—,--.--._:,._._._-.._—._—.__._ ......__._ ---
---
---
--- ------ —.—.---
—.—..._...._--- —
1 I I IND1N6 I }} (. _.__,_ LANDING
+ F.A,U. { GAME
yi,
BEDROOM 2 ,%`i I
FA .{'�.�_._....' ROOM + t }
Y a
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-- -- -- ----- -- --
117
+ 1
r SCCE D- i f t 1 i @
FA
FA 1f
1' WIC DEN
! ! + ! j
I I , I !
1 + f + #
4 I { + +
MAR " __ ; ; ; 2—GAR YY
BEDROOM _ — i GARAGE
`' BATH 2 s '� l °
J ❑ ,t i ! f Y1i tf 1
LOCAL DI5CONNECT FOR A/C
( ! I f + NOTE THAT LOCATION 15 FURTHER
! I + : SUBJECTED TO APPROVAL BY
PLANNING DEPARTMENT
+9=7 I+ t
+
f t KITCHEN -RECEPTACLE I - 20 AMP
! --',KITCHEN RECEPTACLE 2 -.20 AMP LAUNDRY (5tMPLEX) - 15 AMP
i GARBAGE DISPOSAL - 15 AMP ALL BATHROOMS - 20 AMP
MASTER BEDROOM - 20 AMP ARC FAULT --.---- ... .__ _ __ __
I I
BEDROOM 2 - 15 AMP ARC FAULT _ DEN/LIVING RECEP - 15 AMP I
BEDROOM 3 - i 5 AMP ARC FAULT{M ALL SMOKE ALARMS - 15 AMP i I
i
GAME ROAM - 15 AMP --- --- --- _.__.4JI,..__,-_.--.__.-_.--.__.__.__.__.__,_ AC - 30 AMP +
j
ATTIC - FAU PILOT - 15 AMP !
SECOND FLOOR ELECTRICAL PLAI\4 3/16°-1'-011 FIRST FLOOR ELECTRICAL. PL..AI\I 3/16tr�1,_0
SYMBOL: LEGEND: NOTE: GROUNDING ELECTRODES (ND SCALE);
(� 30X"30" ATTIC ACCESS. I . SMOKE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING, AND CENTRALLY LOCATED IN e
RECEPTACLE VANITY LIGHT ti....J PROVIDE A SWITCH -CONTROLLED LIGHT IN THE ATTIC AREA IMMEDIATELY ABOVE THE F.A,U. CORRIDOR LEADING TO THESE SLEEPING ROOMS, IN ADDITION TO OTHER REQUIRED.
THE 5WITH SHOULD BE LOCATED IMMEDIATELY ABOVE THE ATTIC OPENING AND SHOULD SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING;
{ rA BE READILY ACCESSIBLE. PROVIDE A RECEPTACLE IN THE VICINITY OF THE F.A.U. THIS WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECT SWITCH OTHER THAN THAT
GFCI RECEPTACLE QT} RECEPTACLE SHOULD BE ON A DEDICATED CIRCUIT, REQUIRED FOR OVER -CURRENT PROTECTION,
GAS OUTLET SEE ALSO SHEET A-2/BUILDING SECTION "A° FOR MORE DETAIL
�— 5PECIAL/240 RECEPTACLE pt FIREPLACE GAS KEY 2. SMOKE DETECTORS MUST BE PERMANENTLY WIRED WITH BATTERY BACKUP.
—ZP ^�
{z # 14"X30" P.A.U. RETURN AIR TERMINAL 4. BATHROOM RECEPTACLES SHALL BE SERVED BY DEDICATED 20 AMP, CIRCUITS,
TELEPHONE JACK PROVIDE 354 5Q, IN. (I GX24) OF CIRCULATING AIR OPENING TO F.A.U., 1,E. 2 5Q. IN.
EXTERNAL WALL LIGHT PER 1,000 BTU TYP, 5. ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS
RECESSED LIGHT
SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPT. 200 AMP
� F.A.U.:
G5,000 BTU, TYP. DIM: 22" D X 32" H X G' W (INCLUDING BURNER AND AIRFLOW UNITS) G. ALL RECEPTACLES MUST BE LOCATED BETWEEN 1 4"- 1 8" ABOVE THE FLOOR.
SWITCH PROVIDE A MINIMUM CLEARANCE OF 3" ON BACK AND G" IN FRONT
- PROVIDE A MINIMUM OF 24" WIDE OF UNOBSTRUCTED PASSAGEWAY OF SOLID 7, THERE SHALL BE FLUORESCENT GENERAL LIGHTING (40 LUMEN5 PER WATT MIN.) IN
3-WAY SWITCH T HOSE BIBB CONTINUOUS FLOORING FROM THE ATTIC ACCE55 AND 30" SOLID FLOORING IN FRONT KITCHEN AREA AND IN ALL BATHROOMS. WATER PIPE UFER
3 OF UNIT CONTROLS -
- PROVIDE A PERMANENT ELECTRIC OUTLEi'. AND LIGHTING FIXTURE CONTROLLED BY A 8. ALL.5WiTCHE5 SHALL NOT BE LOCATED HIGHER THAN 44" FROM THE FLOOR.
TV HOOKUP FA F,A.U. AIR OUTLET SWITCH LOCATED AT THE ACCE55 OPENING -I I III- II I—� t—I I III —I
FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES, (M,C 304) ✓. PROVIDE MECHANICAL VENTILATION (EXHAUST FAN) CAPABLE OF PROVIDING FIVE AIR
CEILING LIGHT a POO AMP- MAX. SERVICE PANEL, USE UffER RECESSED FLUORESCENT LIGHT CHANGES PER HOUR IN ALL BATHROOMS AND LAUNDRY AREA.
OUND AT LOCATION Off SERVICE SHALL BE APPROVED BY CALIFORNIAICAL PANEL EDITIONTION.
EXHAUST FAN
WS HARD WIRED SMOKE DEETECTOR W/ BATTERY BACKUP COMP
TO BE UNDERGROUND. ANY. ALL ELECTRICAL, CABLE TV AND TELEPHONE SERVICES ARE REQUIRED ! ! j_J
J®j } (( I -
FAN LIGHT (FLUORESCENT) COMBO
SS BATTERY POWERED ONLY SMOKE DEETECTOR �� } RETURN AIR GRILL: 1 4"X30" (420 50. IN.) CAPABLE Of SUPPLING AIR, TO FORCED AIR
PLUORE5CENT LIGHT / FURNACE OF G5,000 BTU OR MORE. 10
RFEET
BT DOOR BELL TRANSFORMER OMORE AT LEAST 20 FEET OF NO. 4
REBAR V2") OR NO. 4 (MIN,)
AWG BARE COPPER
CONDUCTOR. REBAR OR
METAL UNDERGROUND WATER PIPE, CONDUCTOR MUST BE
CONNECTION MUST BE MADE ENCASED WITH NO LESS THAN
2" OF CONCRETE, EPDXY
WITHIN 5 FEET OP POINT OF
COASTED REBAR {S NOT
ENTRANCE Of PIPING. ACCEPTABLE AS ELECTRODE.
LIFER - THE MINIMUM REQUIREMENTS FOR AN ACCEPTABLE CONCRETE ENCASED ELECTRODE ARE AS NOTED BELOW:
1, A BARE COPPER CONDUCTOR #4 AWG OR A #4 6z") OR LARGER REBAR TO WHICH THE GROUNDING ELECTRODE
CONDUCTOR €5 CONNECTED MUST BE A MINIMUM OF 20 FEET LONG IN CONCRETE, UNBROKEN.
2, THE TOTAL DEVELOPED LENGTH OF REBAR AT THE BOTTOM OF THE FOUNDATION MUST BE NO LE55 THAN 20 FEET. WHERE
SPLICES ARE NECE55ARY TO OBTAIN THE REQUIRED 20 FEET OF REBAR, THEY MUST BE MADE 50 THAT THE TWO BARS
OVERLAP BY NO LESS THAN € 5 INCHES ARE SECURED BY AT LEAST TWO STEEL TIE WIRE5.
3. THE REBAR MAY ONLY EXTEND OUT OF THE SLAB IN A DRY LOCATION.
4. THE RE13AR MUST EXTEND OUT OF THE SLAB AT LEAST 51X INCHES AND NO MORE THAN 8 ?NCHE5 AND THE POINT OF
CONNECTION OF THE GROUNDING ELECTRODE MUST REMAIN ACCE55113LE.
EXCEPTION: WHERE THE CONNECTION OF THE GROUNDING ELECTRODE CONDUCTOR 15 ENCASED IN CONCRETE.
NER)APPLICANT:
C3
TAN NGUYEN
3005 GARFIELD
COSTA MESA, CA>92626
PROPERTY INFORMATION: '
APN#
ENGINEER:
DRAFTER:
AL.AN NGUYEN
15401 FiRMONA AVE
LAWNDALE, CA 90260
310-720-8307
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NO. 36957
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REVI51ON5:
22—JUL.-2004
ATE:
22-JUL-2004
5MEET TITLE:
ELECTRICAL
PLAA is
N
SCALE:
SHEET NO.i
A5'5HOWf }IA-4
a I
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Ro
LIN
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SHEAR WALL SCHEDULE
ROOF PLAN 1 1/4"=l' -o"...
CONCRETE NOTES: FOUNDATION NOTES:
MARK
WALL TYPE�
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
SHEAR
UPPER STORIES
175 PLF
@ 57' O.C.
ya ' @ 57' O.C.
I r.D @ 8" O.C.
� EDGE 4 FIELD
BLOCKED DRYWALL WITH GD COOLER NAILS @ 4' O.C.1e
(TABLE 25-1 UBC) NOTE 9 BELOW
350 PLF
516. @ 25' Q.C.
'le @ 57' O.C.
I GD @ 4" O.C.
A71e
STUCCO OVER PAPER BACKED LATH W1 I G GA. STAPLES @ G' O.C.
I bo PLF
Ve,' @ 55' O.C.
V @ 55" O.C.
I GD @ 8" O.C.
@ TOP 4 BOTTOM PLATES, EDGE OF SHEAR WALL5 AND ON FIELD (IC50
360 PLF
ye @ 28" O.C.
Ya'@ 57" O.C.
I GD @ 4' O.C.
REPORT NO. 1823, FEB, 1973) OR (IC50 REPORT NO, 13 15, FEB.
1973) OR (ICBO REPORT NO. 1254, FEB. 1972) NOTE 4 BELOW
A'513Z
PLYWOOD 5TRUCT I TYP, OR STANDARD SHEATHING Wl 51) NA1L5
260 PLF
5/8' @ 35' O.C.
5le'@ 38" O.C.
I GD @ 0 O.C.
@ G' C.C. @ EDGES * 12' O.C. 4 FIELD (TABLE 23-11-1-1 UBC) NOTE
520 PLF
5XV @ 19' O.C.
Ve @ 19' O.C.
I GD @ 3" O.C.
1, t 10, 14, 15
A%t
PLYWOOD 5TRUCT I TYP. OR STANDARD SHEATHING W 80 NAILS
380 PLF
ye @ 20 D.C.
@ 20 O.C.
I GD @ 4' O.C.
@ 4" O,C. 0 EDGES * 12- O.C. * FIELD (TABLE 23-11-1-1 UBC) NOTE
760 PUP
-ye @ 13' O.C.@
13' O.C.
I GD @ 2' O.C.
1, * 10, 14, 15
NOTES:
I . ALL EDGES OF PLYWOOD SHEAR WALLS MUST BE BLOCKED WITH 2Y SOLID BLOCKING.
4. PAPER BACK SELF -FURRING EXPANDED METAL LATH WITH ICBO APPROVAL.
5. FRAMING AT DJOINING PANEL EDGES SMALL BE 3-INCH NOMINAL OR WIDER AND NAILS SMALL BE STAGGERED. SILL PLATES SHALL BE
3X. PROVIDE LONGER SILL BOLT.
G. %" INNER -SEAL 05B STRUCTURAL I SHEATHING MAY BE SUBSTITUTED FOR %, PLYWOOD. PROVIDE SAME NAILING AS SPECIFIED FOR
PLYWOOD. ALL PROVISIONS FOR PLYWOOD SHALL APPLY TO 0513 SHEATHING,
9. ALL INTERIOR NON BEARING 4 NON SHEAR -WALLS MAY 13E ATTACHED TO CONCRETE SIAS WITH HILn DN72P8 @ 24' O.C,,(IC" 2388L
10. ALL SILL BOLTS SMALL HAVE MINIMUM 5TD CUT WASHERS Of;�1� X 2P2X&BET. NUTS * SILL PLATE SEISMIC ZONE 3 AND 4.
14. NAIL5 SHALL BE COMMON NAILS.
15, STUDS SMALL BE A MAX OF 10 O.C. t PANEL APPLIED WITH LONG DIMEN51ON ACK055 5TUD5.
I . THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (fc) AT 26 DAYS SMALL
1 , PROVIDE 15'WDE X 24'DEEF CONTINUOUS FOOTING WITH (2) #5 15AR5 AT TOP AND BOTTOM,
BE 2500p5i (3000 psi FOR GRADE BEAM).
3. ALL CONTINUOUS FOOTINGS TO HAVE 5/5'DIA, X 10' LONG ANCHOR BOLTS WITH 114'X 2 1/2"2 1/2'WA5HER5
2. ALL CONCRETE, UNLE55 OTHERWISE NOTED, SMALL BE REGULAR WEIGHT HARDPOCK TYPE
EMBEDDED AT LEAST 7' INTO THE CONCRETE OF, MASONRY AT 45" O.C. UNLESS OTHER V915E NOT. MINIMUM
CONCRETE (WEIGHT- 150 pcf), AGGREGATES SMALL CONFORM TO A5TM C-33 WITH
(2) A.D.5 PER SILL PLATE PER SHEAR PANEL WITH (1) ANCHOR DOLT AT MAXIMUM 19 WAY FROM EACH END OF
PROVEN SHRINKAGE CHARACTERISTICS LESS THAN 0.005.
SILL PLATE. FOLLOW MANUFACTURER5 5PECIFICAT iON5 FOR ALL OTHER TYPES OF: ANCHOR BOLT SUCH AS
5IMP50N HD2A, HD5A, ETC.
3. CEMENT SMALL CONFORM TO A5TM C- 150 (TYPE 11) UNLESS ALKALINE SOILS ARE PRESENT
USE TYPE V CEMENT WHEN 50IL-9 HAVE HIGH SULFATE CONTENT.
4. IF REQUIRED, FILLING AND BACKING SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY IN ACCORDANCE
WITH A5TM TEST METHOD D- 1 557-70. FLOODING SMALL NOT BE PERMITTED.
4. CONCRETE SMALL BE MAINTAINED IN A MOST CONDITION FOR A MINIMUM Of 5 DAYS
AFTER PLACEMENT. ALTERNATE METHODS OF CURING WILL BE APPROVED IF 5AT15FACTORY
5. WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PP;OP, TO PLACING OF CONCRETE. CARE SHALL BE
PERFORMANCE CAN BE DOCUMENTED,
TAKEN 50 AS NOT TO DRY OUT THE UNDERL'rING NATURAL 50IL5.
5, KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL CONSTRUCTION JOINTS
& If REQUIURfD, ALL FILL AND BACK FILL MATERIALS SMALL BE Of APPROVED MATERIALS
SHALL BE THOROUGHLY CLEANED AND AL LAITANCE SHALL BE REMOVED. ALL VERTICAL
JOINTS SHALL BE WETTED AND 51J5HE0 WITH A COAT OF NEAT CEMENT IMMEDIATELY
7. PROVIDE #3X24'LONG DOWELS AT 24'O,C, AND 12" FROM CORNERS AT ALL CONCRETE STOOPS * PORCHES.
BEFORE PLACING OF NEW CONCRETE.
8. 5IMP50N HOLDOWN5 TO BE INSTALLED IN ACCORDANCE WITH "ICBO" REPORT AND MfGS RECOMMENDATION,
G. PRIOR TO CEMENT PLACEMENT, REINFORCING CARS AND EMBEDDED ITEMS SMALL BE WELL
SECURED IN POSITION.
9. VERIFY LOCATION OF HOLDOWN5 AND ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE ACCURATE INSTALLATION.
7. SLEEVES NOT SPECIFICALLY SHOWN IN THE DRAWINGS SMALL BE 'LOCATED BY THE TRADE5
10. ALL METAL ANCHORS, FA5TENER,5 AND CON NECTOR5, ETC SPECIFIED ON PLAN SMALL BE FROM 'SIMPSON
INVOLVED AND THE LOCATIONS SMALL BE REVIEWED BY THE ENGINEER BEFORE CONCRETE
COMPANY" OR AN APPROVED EQUAL IN STRUCTURAL DE51GN AND LOAD VALUES. VERIFY LOGATION5 WITH
PLACEMENT.
FRAMING CONTRACTOR MOP, TO PLACEMENT.
8, SPECIAL INSPECTION SMALL BE PROVIDED FOR ALL CONCRETE WITH fc - 3000 p5t OR
11, FOUNDATION 51LIL5 SMALL BE PPE55URE TREATED OR FOUNDATION GRADE REDWOOD. FOUNDATION CRIPPLE WALLS
GREATER,
SHALL BE FRAMED AND 5HEATED PER SECTION 2320,1 1.5 A CRIPPLE WALL OVER 4 FEET IN HEIGHT SMALL BE
FRAMED OF STUDS HAVING THE 512E REQUIRED FOR AN ADDITIONAL STORY.
12. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION,
13, HOLD-DOWN CONNECTORS BOLTS INTO WOOD FRAMING REQUIRED APPROVED PLATE WA5HFR5.'HOLD-DOWN
SMALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING,
51MP50N 5TRONGWALL
5W45X9
11
No36957
cl\AV
(Oj)F C
FOUNDATION PLAN 1/411= 1 1-0"
VENTILATION: NOTE:
REQUIREMENTS: FIRST FLOOR. SECOND FLOOR 1. ROOF COVERINGS SMALL HAVE AT LEAST A CLA55C'RATING. ( 1502, 1503.3, 1504)
AREA TO BE VENTED 0 50, FT. 1,28G 50, FT. 2. GALVANIZED SHEET METAL (25 GAUGE MIN.) ROOF VALLEY FLASHING 15 REQUIRED, (150&3)
REQUIRED VENTILATION 0 SQ. IN. G. 15 50. IN.
( AREA / 300 ' 144
TO BE INSTALLED:
TYPE Or VFNT5
24" DIA, DORMER VENT: 1 20 50, IN, EACH
GX I G EAVE VENT. 5G 50, IN. EACH
HIGH VENTILATION (3' MIN. ABOVE EAVE VENTS)
FIR-5T FLOOR SECOND FLOOR
112 OF REQUIRED VENTILATION" 0 50. IN. 309 5Q, IN.
NUMBER OF DORMER VENTS: 0 3
VETILATfON PROVIDED: 0 50. IN. 3GO 50. IN.
NOTE:
DORMER VENTS TO BE INSTALLED AT LOCATION AT LEAST 3' HIGHER THAN
THE EAVE VENTS
LOW VENTILATION (EAVE VENTS)
FIRST FLOOR SECOND FLOOR
- 1/2 OF REQUIRED VENTILATION: 0 50. IN. 309 50, IN.
- NUMBER OF GX I G EAVE VENTS: 0 G
- VETILATION PROVIDE[): 0 50, IN, 33G 50, IN, (--309)
NOTE:
- PLEA5E 5EE ROOF PLAN FOR LOCATIONS OF VENTS
- CAVE VENTS WILL BE tN5TALLED WITH OPENING COVERED WITH CORROSION -
RESISTANT METAL MF5H WITH MESH OPENINGS OF 114 INCH (G.4 MM).
I
5
r-
OWNER/APPLICANT:
4
TAN NGUYEN
3005 GARFIELD
COSTA MESA, CA 92626
PROPERTY INFORMATION:
'APN#
ENGINEER:
DRAFTER:
ALAN NGUYEN
15401 FIRMONA AVE
LAWNDALE, CA 90260
310-720-8307
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REVISIONS:
22-JUL-2004
DATE;
22-JUL-2004
SHEET TITLta
ROOF &
F 0 U'lk'sID A .7 rl' 10 IN'
P1 A
Lakl\IS
SCALE:
SHEET No.:
AS 511OWN
-A
sow
CALIFORNIA FRA
5EE DETAIL
FRAMING NOTES:
I,
ALL STRUCTURAL LUMBER SMALL BE DOUGLAS FIR LARCH OF THE FOLLOWING GRADES, U.N.O.:
14.
ALL STUDDING SHALL BE CONTINUED BETWEEN POINTS OF LATERAL SUPPORT.
A. 2X4 FRAMING * PLATE STUD GRADE
E. 2X JOISTS, RAFTERS NO. 2
t5.
PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS.
C. 4X BEAMS � HEADERS NO. 2, U.N.O.
I G.
2X4 STUDS SMALL NOT EXCEED 10 FEET IN LENGTH, DF#2 AT I G' O.C.
D. GX AND LARGER BEAMS AND HEADERS NO. I
FOR ALL INTERIOR MAKING WALLS, DF#2 @ I G' O.C. FOR ALL EXTERIOR
E. POSTS NO. 2
STUD WALLS WITH ROUGH FRAMING TO A55URE PROPER AND ADEQUATE
INSTALLATION, U.N.O.
2.
STRUCTURAL PLYWOOD SHALL BE D ' OUGLA5 FIR CONFORMING TO U.5. PRODUCT STANDARD
17,
2XG 5TUD55 AT 10 O.C. FOR ALL PLUMBING WALLS
P5-1-174 COX WITH EXTERIOR GLUE, AND SHALL BE STAMPED BY AN APPROVED FABRICATOR.
18.
ALL BEAMS TO BE SUPPORTED WITH THE SAME WIDTH FULL BEARING, U.N.O.
3.
INSTALLATION OF VERTICAL AND HORIZONTAL SHEATHING SHALL BE APPROVED BY THE CITY
19.
ALL RE -SAWN AND ROUGH SAWN 5EAM5 ARE TO BE DELIVERED FREE
INSPECTOR PRIOR TO COVERING.
OF HEART CENTER
4.
NO STRUCTURAL mEm5ER5rlALL BE CUT OR NOTCHED UNIF55 5PECIFICALLY5HOWN, NOTED OR
20.
TRUSS MANUFACTURER TO PROVIDE CALCULATION, SHOP DRAW NG,
DETAILS, BRIDGING, AND ERECTION BRACING TO BLDG. DEPT. PRIOR
APPROVED BY THE ENGINEER.
TO FABRICATION.
5.
MAXIMUM MOISTURE CONTENT FOR ALL 5TFUCTURAL MEMBERS SHALL BE 19% UNLESS, OTHERWISE
2 1.
PROVIDE 2XG RAFTERS AT 24'0,C. WITH MAXIMUM SPAN 9'-0'
NOTED.
AT OVERBUILD.
22,
ALL J015T HANGERS TO BE 51MP50N'U'HANGER5 OR, EQUAL, U.N.C.
G.
BOLT HOLES TO BE NOMINAL DIAMETER, Of BOLT PLUS I /I G INCH, UNLE55 NOTED OTHERWISE,
PROVIDE WA5HER5 UNDER HEADS AND NUTS Of ALL BOLTS AND LAG SCREW5 BEARING ON WOOD,
23,
ALL 150LATED P05T5 AND BEAMS TO HAVE 5IMP50N C55 AND CC"5
MINIMUM U.N.O.
7,
ALL MUD SILLS SMALL BE TREATED WOOD AND SHALL CONFORM TO UBC SEC. 2317.4
24,
TOP PLATES, OF ALL STUD WALLS SMALL BE 2 PIECES OF THE SAME
SIZE AS STUDS, SPLICES TO LAP 4'-0' MINIMUM.
8,
FRAMING HANGERS, CAPS, MOLDOWN5,,BASE5, ANCHORS, CONNECTOP5, ETC. SHALL BE AS
25.
ALL MULTIPLE STUDS TO BE ATTACHED WITH I GO NAILS @ 12' C.C.
MANUFACTURED BY'51MP50N COMPANY" (NO 5U55-nTUTION5 WITHOUT PRIOR APPROVAL OF THE
ENGINEER). FRAMING CONDITIONS REQUIRED SKEWED, OFFSET AND/OR SLOPED HARDWARE SHALL
2G.
PROVIDE FURRING AT NEEDED TO ALIGN NON -SHEAR WALL5 WITH
BE VERIFIED BY THt CONSTRUCTOR TO CONSTRUCTION, ALL DI5CPfPAN0E5 SHALL BE CALLED TO
SHEAF, WALLS.
THE ATTENTION OF THE ENGINEER AND BE RE50LVFD BEFORE PROCEEDING WITH THE WORK-
27.
APPLY SHEAR MATERIALS PRIOR TO FURRING, FROM BOTTOM PLATES
TO TOP PLATES WITH NO INTERRUPTIONS.
9.
THE NUMBER OF NAIL CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THE AMOUNTS
28,
USE THE 3X MINIMUM NOMINAL MEMBERS, WHEN NAIL SPACING 15
SET FORTH IN UBC TABLE 23- 1 -0.
AT 3' O.C. OR CLOSER O.C. AT SHEAR WALLS.
10,
ALL NAILS, CALLED OUT IN THESE PLANS SHALL BE COMMON TYPE. ANY SUBSTITUTION MUST BE
29,
PLACE PLYWOOD 5dEATING PERPENDICULAR TO J015T5 AND 'C'
APPROVED BY THE ENGINEER BEFORE USE.
FACE DOWN,
30.
STRUCTURAL MEMBERS SMALL NOT BE CUT FOR PIPES ETC. UNLE55
I I.
PROVIDE 2X MINIMUM SOLID BLOCKING AT THE EN05 OF ALL JOISTS, AND AT THE MINIMUM OF
SPECIFICALLY DETAILED.
8 FEET ON CENTER FOR 2X t 2 JOISTS,
31.
HOLDOWN5TO BE INSTALLED IN ACCORDANCE WITH ICBO. VMIfY
LOCATION Of HOLDOWN5 AND ANCHOR BOLTS WITH ROUGH FRAMING
12.
PROVIDE CONTINUOUS EDGE SUPPORT ALONG TOP AND BOTTOM OF ALL 2X 14 JOISTS.
TO A55URf PROPER AND ADEQUATE INSTALLATION,
32.
HOLDOWN ANCHORS, E.G., SIMPSON rIDA, C55 TO BE TIED IN
13,
BUILT-UP FRAMING MEMBERS SHALL BE FASTENED AS FOLLOW (NO 5?UCE5 PERMITTED):
PLACE PRIOR TO CALLING FOR!N5PECTIOW
2-2X I GJ AT 12 IN. O.C. STAGGERED, TOP AND BOTTOM
3-2X f12 IN, DIAMETER MB AT 24 IN. O.C. STAGGERED, TOP AND BOTTOM
33.
SEE ARCHITECTURAL PLANS FOR TOP PLATES ELEVATION,
4-2X 112 IN. DIAMETER MB AT 18 M O.C. STAGGERED, TOP AND BOTTOM
34.
ALL INTERNAL SHEAR WAL-L5 SMALL BE WENDED TO BOTTOM OF ROOF SHEATHING
;WALL
_IFORNIA FRAME -IN
DETAIL D-2/0
35. PROVIDE FIRE BLOCKING IN CONCEALED 5PACE5 Of STUD WALLS AND PARTITIONS,
NCLUDING FURRED SPACES AT THE CEILINGS AND FLOOR LEVEL AND AT 10 FT,
NTERVAL5 BOTH VERTICAL AND HORIZONTAL, (708.2)
3G. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO 51 A MINIMUM OF &'WIDE AND
NO 'fLAT5TUD5 PERMITTED. STAGGERED STUDS, ARE ACCEPTABLE.
A F.J.: 2X 12 (9? 12" O.C.
LOWER
ROOF
R.R.: 2XG LINE
p I G" 0. C,
x
'G � 1 1 1
� D-2
F4_X4
C1344 I' BEAM: GX 1 2 DF#
R, R.:2XG
L
I G" O.C.
4X
C541-
1 X I
4XA
4X8 HDR
R. R.: 2XG
PLffA5E 5EE NOTE # 13
BELOW FOR BUILT-UP
FRAMING DETAIL5
c
D_
L
SHEAR WALL
5EE PLAN
2X4 G I G" O.C.
NON-13EARJNG * NON 5HEARWALL ABOVE
I GO 9 G'
2X 12 RIM JOIST
INVERTED NU MANGER AT EACH F.J.
2X1 2 F.J.
2X BLOCKJNG
BETWEEN J015T5
5IMP50N MT5 18 (9
EA. F.J. IN TH15 SECTION
A35 AT EA.
BLOCKING
2X STUDS (9 1 G' O.G. SHEAR WALL
5EE PLAN
m
m
�'2) 2X 12
M5TA24
N
5ECOND FLOOR
BUILDING LINE
x
0
ri
M5TA24
-STAR i � RENIN
7'�r x
D DI
4X5 HDR
ry
D
D3 x T
4X5 HDR
m
all
SECOND FLOOR FRAMING PLAN
SHEAR WALL SCHEDULE
go
51MP50N 5TRONGWALL
5W48X9
is
m
to
MARrC
WALL TYPE-
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
SHEAR
UPPER STORIES
175 PLF
51e @ 57'0.C.
V,5' @ 57' O.C.
I GD @ 8' O.C.
AV8'
BLOCKED DRYWALL WITH GO COOLER NAILS @ 4' O.C. EDGE 4 FIELD
(TABLE 25-1 UBC) NOTE 9 BELOW
.350 PLF
Ile @ 28' O.C.
"Ia" @ 57' O.G.
I GO @ 4" O.C.
A71e
STUCCO OVER PAPER BACKED LATH W1 1 G GA. 5TAPLE5 @ G' O.C.
150 PLF
V @ W O.C.
Va" @ 55' O.C.
I GO @ 8' Q.C.
@ TOP t BOTTOM PLATES, EDGE Of SHEAR WALL5 AND ON FIELD (ICBO
36.0 PLF
51e @ 28' O.C.
Ile @ 57 O.C.
I GO @ 4' O.C.
REPORT NO. 1823. FEB. 1973) OR (ICBO REPORT NO. 1316, FEB.
1973) OR (IC50 REPORT NO, 1254, FEB. 1972) NOTE 4 BELOW
A%e
PL-WOOD 5TRUCT I TYP. OR STANDARD SHEATHING W1 5D NAILS
2GO PLF
Ve, @ 38- O.C.
-Ile @ 38" O.C.
I GD @ G' O.C.
@ G' Q.C. @ EDGE5 4 12' O.C. * FIELD (TABLE 23-11-1-1 UBC) NOTE
520 PLF
Ile @ 19' O.C.
ye'@ 19" O.C.
I GD @ 3" O.C.
1, * 10, 14, 15
%2' PLYWOOD STRUCT I TYP. OR STANDARD SHEATHING W/ 5D NAIL5
380 PLF
51e @ 2G' O.C.
'le @ 26' O.C.
I GO @ 4' O.C,
@ 4- O.C. @ EDGES * 12' 0,C, * FIELD (TABLE 23-11-1-1 UBC) NOTE,
7GO PLF
Va' @ 13" Q.C.
Ile @ 13" O.C.
I GO @ 2' O.C.
1, 4 10, 14, 15
NOTE5:
I . ALL EDGES, Of PLYWOOD SHEAR WALL5 MUST BE BLOCKED WITH 2X SOLID BLOCKING.
4. PAPER BACK SELF -FURRING EXPANDED METAL LATH WITH ICBO APPROVAL.
5, FRAMING AT DJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER AND NAILS SMALL BE 5TAGGERED. SILL PLATES SHALL BE
3X. PROVIDE LONGER SILL BOLT.
G. 3/,,' INNER -SEAL 05B STRUCTURAL I SHEATHING MAY BE SUBSTITUTED FOR -%' PLYWOOD. PROVIDE SAME NAIUNG AS SPECIFIED FOR
PLYWOOD. ALL PROV15ION5 FOR PLYWOOD SHALL APPLY TO 0513 SHEATHING.
9. ALL INTERIOR NON BEARING * NON 5HEAP-WALL5 MAY BE ATTACHED TO CONCRETE SLAB WITH hILTI ON72P8 @ 24" O.C. 0CBO# 2388).
10. ALL SILL 5OLT5 SMALL HAVE MINIMUM STD CUT WA5HER5 Of 2Y2'X 2V2 A' XBET. NUTS * SILL PLATE SEISMIC ZONE 3 AND 4.
&
14, NAILS SHALL BE COMMON NAILS.
15. STUDS SHALL BE A MAX Of I G'O,C, t PANEL APPLIED WITH LONG DIMENSION ACRO55 STUDS.
qqq
1 /4" = V-0"
13
I
OWNER/APPLICANT:
TAN NGUYEN
3005 GARFIELD
COSTA MESA, CA 92626
PROPERTY INFORMATION:
APN#
DRAFTER:
ALAN NGUYEN
15401 FIRMONA AVE
LAWNDALE, CA 90260
310-720-8307
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REVt5lON5:
22-JUL-2004
DATE:
22-JUL-2004
SHEET TITLE:
FRAMING
P11 AKiS
SCALE:
SHEET NO.:
A55MOWN
b.�:..
I,,i
2X �Ii` i
A6
HEADER DETAIL - TYPICAL
STUD FRAMING - FIRE BLOCKING
ri' Al�
),c
l�� 'IF 5�f AIF WX L 5Cf.1
5if Ajlrl,11�6 - 5�E MAN
2Y, ��1'001� _06f - 5ff PI -AN'
�EAIA A519�-q PLAN!
FLOOR JOIST AT FLUSH BEAM CONNECTION
L
2X fCjF P; Ar,5
w- A P: GC Cup
2X 9`11- PLASW/ !&r;
COl 0130,;_'KNJ6
a" 0 C. OP AS pj-P
�Avvl "l PLAIN
2x -nil S S 9;Fpo�r
H�A'/Tp;krE NAL t7jUF
31005, i 0 :2 C/
2y 5rUV" Cc,
PI
2X, rWOOP zLr
FLOOR JOIST TO BEAM CONNECTION
Q
2 K �f JP5 6
2x INLOCfir' Mlir'-':xoa
A 5_� AN
2X� V
E_ 141H OLp V II IN16!ii`M
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2'
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EXTERIOR METAL SCREED
INTERIOR HANDRAIL DETAIL
POOF
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,�W _
ri/�NPAN L r
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if A� Wk�
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16" O.C.
A OM J06- ON
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fll'e i CAS 11*5 IT,
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VERTICAL SHEAR PANEL FRAMING
50# A
26 AIVA �;�v A54v"Iu l wp' 25
'16'
FP�klvil�,i6i 'NAl 5�E I`P�AMN'16�
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5,1
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SIMPSON STANDARD STRONG -WALL
A MO('Xi'N6 C- 0,�NF�' �IT6F
PAM'L 'pct
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2x mv_E''"Oa
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A;
D [tOCK"'\'t-
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2X Vff PA`1,,P - 5P_� P,*l
FLUSH BEAM PARALLEL TO WALL
i QEli, I !: � � 5IIr1iiTi:nq
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2x tXl
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Ai_T_M�✓J'',.'AiIONFOI? A' r
24 nAN
A
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16D'S
AWS
1
12* O.C.
48" O.C.
2
10" O.C.
32" O.C.
3
8" O.C.
32" O.C.
4
6" O.C.
24" O.C.
5
5" O.C.
16" O.0
6 1
2" O.C.
a" l
eV 611 i2 �0-055
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OWNERAPPLICANT:
KEVIN PHAN
PROPERTY INFORMATION:,
APN#
ENGINEER:
DRAFTER:
ALAN NGUYEN
15401 FIRMONA AVE
LAWNDALE, CA 90260
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STAIR & RAIL DETAILS
SANTA .. POLICE DEPARTMENT
RESIDENTIAL SECURITY
1. Exterior swinging doors must be solid core, 1 314" thick or with panels 9f 16' thick. (8-210,A)
2. , moors leading from a garage into a dwelling unit must be sold care, 1 318" thick. (9.210,B)
3. Specify that above doors be equipped with deadbdlt lacks approved by the Police Department (8-210,C) -
specify make and model number.
4. Specify flush bolts with 518' imbedment into head and threshold on inactive leaves of exterior double
doors. (8-210,F)
5. Glazing in exterior doors or wi:hin 40" of the latch must be tempered or burglary resistant. (8•210,F)
b. 'Hinges for outswinging doors must have non -removable pins. (8-210,G)
7, Strikeplates must be 3 112" long, secured to the jamb with screws 2 112" in length. (9-210,H)
S. Front exterior doers to be equipped writ 184" door viewers or char vision parcels. (8-210,1)
9. Facb str,:cture must have a street address or other identificationwhich is visible from the street. Figures
must be 4" minimum in hieicrht of a coior contrasting to the bai:`Kcround. (8-210,Kl)
to. Provide an illuminated plot plan of the complex at each driveway entrance:. (8-110,K2)
11. Specify light fixtures, at exterior doors, whi .h provide one fait candle of ligl5ht at ground level.
(8-210,L)
12. Fxtorior Nvalkways, passageways NV411itl: ITtultiple dWellM0 complexes Tijust be provided with .25 foot
candle of 14,11t. (8"210,M)
13. Parking lets and parking scuctuces of multiple 6velli(ig complexes must be prcvided with ono foot cpndl
of light. (8-210,N)
14. Requi ed exterior light fixtures rnust be vandal resistant type.
15. Wooden garage doors mut have laanels 5116" in thickness. (8-209,Al)
16. CaraRe doors more elan 16 feet in wl&h must have two locking paints.
17. Slide belt asisembli s must be attachtT l to die door frame with nwi-removable bolts. (8-208,D)
18. The slide bolt must be 3/8" in diam ter. (8-248,D)
19. winc1ov"s and slidin" plas> dors inust comply wits test standards of section �-2I2. Specify" make and
model nurl;ber, (8'20,A)�f f��/'/1 �'ri *'
20. Louvered windows may not be used Nvithin 12` vertically or G' horizontalty front any wali,a '.e surface.
i
21. All s1k)"ights shall fie provided with rated burglary resistant a1azing. .8-210
11019:12,151915
Planning & Building Agency
build rtg Safety DivisionRESIDENTIAL 2Q Civic C$nter Plaza WATER
P-10. Box 1988 (M-19) HEATER INSTALLATION
Santa Ana, CA 92702
(714) 647-6800
www.santa-ana»+erg
Noma
Li 1' I I-01-02
A. APPLICABLE BUILDING STANDARDS: 'I' Icfiit+lIW, .IM FROM
COMBUSTIBLES
1. 2001 California Plumbing Cade (CPC)
2. 2001 California Energy Code (rttle24, Part 0)
3. 2001 California Building Cade (CBC)
4. Santa Ana Municipal Code
l�1>I'12OVEIJ
T ICID MFT;AI.
BRACKET
4
1
WI tiLiiN E7R LITHE c)PEIVING
INTO TIE BLDG.
BUILDING
WALL-} 7
MINIMtJDh—
U.L. LISTED
r VENT CAP r
ABOVE ROOF""NIM
,,—STORM COLLAR THf' PERMIT APPLICANT SHOULD CHECK
WI -I i I THE PLANNING DIVISION FOR SHED
SHFFf METAL FLASHING CONSTRUCTION MATERIAL REQUIREMENTS
r ANDS IT A SITE, PLAN SHOWING EXACT
MINIMUM �' � � I '>41I'dH4ttlM CLEARANCE aETWCLN,XNT 1.OGATION OF THE SHED .ON THE
AND ANY COMBUS nOLL WTERIAL PROPERTY -THE PLANNING DIVISION'S
UP } APPROVA1. IS REQUIRED PRIOR TO THE
ISSUANCE OF BUILDING AND PLUMBING
APPROVED PERMITS
FULL OPENING
Sl3UT-OFF VALVE � ~ ` UMINIM UM 3 S V NT {DI3L-WALL}
GOLD VENT CONNECTOR PIPE APPROVED { I
INS)rE "HE ENCLOSURE ONLY I ( I {
HOT
Z_ LUPP i CC7fa#6CISVOWAIR MIN. r,Q so,I IN FI FXIA1 F WATER
jr' I E CONNECTION
UNi(}N4i T YF 1 I AN APPROVED PRESSURE AND TFMPF- { I
M C RATURE RELIEF VAI VE IS REOUIRED. f i I {
TERMINATE THE DISCHARGERIFE NO
MORE I HW- NN 2+I" OR LESS THAN 6" ABOVG
"'HE GROUNDDO NOT REDUCE PIPE
SIZE, TPR L'RAINUNF SHALL BE METAL
FORiNTEF'ICIR WAIkiiHI:ATE�I INS... i t I moo
TALLAI iON 1IN-HOUSE OR GARAGEI 1 I
DRAINLINE SI IAti EXTENDTO FXTFRIOR I I 4
OF BUILDING. PROVIOP 1W PER'=OOT
FALL ON D' IU LING I I I I
AI�I'IttiS.'Ct?
WATLk HEATER SHALL BE ANCHORED I I STFFi.
UC2 STRAPPED { CD TO RESIST t OR (?AKE STR4F�S
DISPLACEMEN DLIF TO Ef.RTliC�1laIcE i �
fh.ti.A l_tSTED MOTION. REFER TOTHE ILLUSTRATION5 I I I t
AFPLIANCC VALVE WITHON PAGE Z 1HE PERMIT APPLICANT I I
I I Fx-CCNNECTOR, r,• SHALL LAC RESPONSIBLE FOR'THE I { I I
MAX L IEING I H \.l+ � � ACTUAL rFSIGN OF EART:- QUAKE I I I I � I S
36" RESTRAINTS. /
' GAS r'IPINC, MAY REQUIRE A
1WAIWIES , GNECKWITH �'
1
FIELD INSPECTOR
f T -' GINS�ItN U SCz NNI 15TICt� 0.l f
I
FtFXIBLF GIAS
LEVEL - CONNECTION
CUNCPETE 51 A:
SNUG SPACER REQUIRED
IF TANK HAS AN BETWEEN THE WATER
INSULATION HEATER AND THE WALL
BLANKET, LEAVE
IN PLACE
A A APPROVED STEEL STRAPS 2X4 STUD
SN UGLY WRAPPED AROUND
TANK AND SNUG SPACEfi
PROVIDED BETWEEN THE #/4• X � 1t4" LAG
WATER HEATER ANWALL SCREW WITH WASHER
SOR CONCRETE WALLS
UBSTITUTE 114'
EXPANSION BOLTS
FOR SCREWS)
SECTION A -A
THIS SYSTEM MAY BE USED TO ANCHOR A HOT WATER
HEATER THAT IS ADJACENT TO A WALL.. TANK FEET NEED
TO SE BOLTED TO THE FLOUR AND TIME HEATER HOOKED
UP WITH A FLEXIBLE GAS CONNECTION,
2X FRAMING MEMBER
2X4 ATTACHED M
WITH 16D NAILS
4K4 POST 2X4 STUi7 ---r-
APPROVED STEEL 77 2X4 ��` � ^ w _ _ • • 1
STRAPS ATTACHED `
WITH 16D NAJLS
T{)�FX4 PAST EXTRISPACER OF AIF
WOOD NAILED TC} STEEL ANGLE 2X4 TO CREATE �[#
BRACKETS SNUG FIT BETWEEN
TANK AND WALL
5CA,>~
ALTERNATE METHOD A5
OF BRACING FOR
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,9�AC ESSI
EXP 061. /p, M
NO.3696
CIVIL �
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'-'T'ENER:AL
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE BEGINNING CONSTRUCTION. THE
ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
!. DO NOT SCALE THE DRAWINGS.
i. SPECIAL NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER
GENERAL NOTES AND TYPICAL DETAILS.
I. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES:
THE 1997 EDITION OF THE UNIFORM BUILDING CODE, AND OTHER CODES AND ORDINANCES
OF THE REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK,
AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES.
>. SEE THE PROJECT ARCHITECTURAL DRAWINGS FOR THE FOLLOWING.
A. SIZES AND LOCATIONS OF DOORS AND WINDOWS OPENINGS.
B. SIZES AND LOCATIONS OF INTERIOR AND EXTERIOR NONSEARING PARTITIONS.
C. SIZES AND LOCATIONS OF CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED
AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC.
D. SIZES AND LOCATIONS OF FLOOR AND ROOF OPENINGS.
E. ROOF AND FLOOR FINISHES.
F. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS.
G. CEILING STRUCTURE, EXCEPT AS SHOWN.
S. SEE PROJECT MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
A. PIPES, SLEEVES, HANGERS, TRENCHES, WALL FLOOR AND ROOF OPENINGS, DUCT
PENETRATIONS, ETC., EXCEPT AS SHOWN OR NOTED.
B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
0. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, AND ANCHOR BOLTS
FOR MOUNTS.
7. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY
DO NOT SHOW OR INTEND TO SHOW THE METHOD OF CONSTRUCTION.
8. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NEEDED TO PROTECT THE STRUCTURE
DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO,
BRACING AND SHORING FOR LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC,
CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE
STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
9. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS,
POCKETS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH AFFECT
THE STRUCTURAL MEMBERS.
10. CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTH WORK
OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS,
CISTERNS, FOUNDATIONS, UTILITIES, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE
STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
11. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FRAMED FLOORS
OR ROOFS. THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT OF THAT AREA. PROVIDE ADEQUATE SHORING AND/OR
BRACING WHERE THE STRUCTURE HAS NOT ATTAINED ITS DESIGN STRENGTH.
12. SHOP DRAWINGS WHICH ARE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW
SHALL CONSIST OF I BLUE LiNE SET AND I SEPIA SET. THE SEPIA SET WILL BE
RETURNED TO THE ARCHITECT FOR DISTRIBUTION.
DESIGN LIVE LOADS: ROOF 16 PSF
FLOOR 40 PSF
13. SEISMIC ZONE 4
BASIC WIND SPEED = 70 MPH, EXPOSURE "C'
FOUNDATION
1. FOOTINGS HAVE BEEN DESIGNED BASED UPON AN ALLOWABLE SOIL PRESSURE OF
1,500 PSF MiN. PER DESIGN.
2. CONTRACTOR SHALL PROVIDE PROPER DEWATERING OF EXCAVATIONS WHICH FILL UP
DUE TO SURFACE WATER, GROUND WATER, SEEPAGE, ETC.
3. CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND THE INSTALLATION OF ALL
CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY AND ADEQUATELY RETAIN
THE EARTH BANKS AND PROTECT ANY ADJACENT EXISTING STRUCTURES.
4. EXCAVATIONS FOR FOOTINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO
PLACING THE CONCRETE AND REINFORCING. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER WHEN THE EXCAVATIONS ARE READY FOR INSPECTION. THE ENGINEER
SHALL SUBMIT A LETTER OF COMPLIANCE TO THE OWNER.
5. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED.
6. FOOTiNGSSHALL BE PLACED AND ESTIMATED BASED UPON DEPTHS SHOWN ON THE
DRAWINGS, SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY
THE ENGINEER, FOOTING EXCAVATIONS OR FOOTING DESIGNS WILL BE ALTERED BY
CHANGE ORDER.
7. FOOTING BACKFILL AND UTILITY TRENCH SACKFILL WITHIN THE BUILDING PERIMETER
SHALL BE MECHANICALLY COMPACTED IN LAYERS, TO THE APPROVAL OF THE
EIkiGINEER. FLOODING WILL NOT BE PERMITTED.
8. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH THE NEW
CONSTRUCTION SHALL BE REMOVED.
CONCRETE
1. ALL WORK PERTAINING TO CONCRETE CONSTRUCTION SHALL CONFORM TO THE 'BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE', ACI 318, AND THE 'SPECIFICATIONS
FOR STRUCTURAL CONCRETE FOR BUILDINGS', ACI 301, LATEST EDITION, WITH
MODIFICATIONS AS NOTED ON THE DESIGN DRAWINGS.
2. REINFORCED CONCRETE DESIGN IS BASED UPON THE ULTIMATE STRENGTH DESIGN METHOD.
3. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND SHALL
BEAR THE WET SEAL OF A CIVIL ENGINEER LICENSED iN THE STATE OF CAUFORNIA.
THEN THEY SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER
4. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH & TYPES:
LOCATION IN STRUCTURE STRENGTH (PSI) TYPE V WATER/CEMENT
FOOTINGS 2,500 HARD ROCK 0.55
SLAB ON GRADE 2,500 HARD ROCK 0.55
5. PORTLAND CEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-150, TYPE V
IF IN CONTACT WITH SOIL, AND TYPE 11 ELSEWHERE.
6. CONCRETE MIXES MAY CONTAIN FLY ASH. THE FLY ASH SHALL CONFORM TO ASTM-C-618
CLASS F AND THE IGNITION LOSS SHALL BE UMITED TO 2%. THE ADDITION RATE SHALL
NOT EXCEED 15% OF THE CEMENT WEIGHT. THE CONTRACTOR SHALL SUBMIT ALL
CERTIFICATES SHOWING THAT FLY ASH CONFORMS TO THE ABOVE CRITERIA.
7. AGGREGATE FOR HARD ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND
TESTS OF ASTM C--33. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE
STRUCTURAL ENGINEER.
8. AGGREGATE FOR UGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. LIGHTWEIGHT
CONCRETE MIX DESIGN SHALL TESTED PRIOR TO APPROVAL FOR SHRINKAGE IN
ACCORDANCE WITH ASTM C157. SHRINKAGE SHALL NOT EXCEED 0.00005 INCHES/INCH.
9. FORMS FOR THE CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE
CAMBERS AS SPECIFIED ON THE DRAWINGS.
10. DRY PACK OR GROUT UNDER BASE PLATES, SILL PLATES, ETC.
11. CONCRETE MIX OPERATION, ETC., SHALL CONFORM TO ASTM C-94.
12. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 304. SANDBLAST ALL CONCRETE
SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED.
13. CLEAR COVERAGE OF CONCRETE OVER REINFORCING BARS SHALL BE AS FOLLOWS:
CONCRETE POURED DIRECTLY AGAINST EARTH: 3" CLEAR TO REINFORCING
FORMED CONCRETE WITH EARTH SACKFILL: 2" CLEAR
SLABS ON GRADE: 2" CLEAR TO TOP OF SLAB
14. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE
WELL SECURED IN PLACE PRIOR TO PLACING CONCRETE.
15. MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS THROUGH SLAB ON
GRADE WILL NOT REQUIRE SLEEVES UNLESS OTHERWISE INDICATED ON THE
MECHANICAL OR ELECTRICAL DRAWINGS. IF SLEEVES ARE REQUIRED, INSTALL
SLEEVES WITH SLEEVE PLACEMENT, CORING OPENINGS IN CONCRETE IS NOT
PERMITTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT
SHOWN ON THE STRUCTURAL DRAWINGS.
16. FOR SLABS ON GRADE, UNLESS OTHERWISE DETAILED NO PIPES OR CONDUIT
SHALL BE PLACED WITHIN THE INDICATED CONCRETE SLAB THICKNESS AND SHALL
BE LOCATED BELOW THE SLAB.
17. CURING COMPOUND USED OVER CONCRETE THAT IS TO RECEIVE A RESILIENT TILE
FINISH SHALL BE APPROVED BY THE FINISH APPLICATOR BEFORE USE.
18. MODULUS OF ELASTICITY OF CONCRETE, WHEN TESTED IN ACCORDANCE WITH ASTM
C-469, SHALL BE AT LEAST THE VALUE GIVEN BY THE EQUATIONS IN SECTION
8.5.1 OF ACI 318 FOR THE SPECIFIED CONCRETE 28-DAY STRENGTH.
EPDXY FOR ANCHORING REBAR AND BOLTS
(REFER TO BELOW AS BARS)
1. BARS MUST BE DEFORMED OR THREADED FOR THE FULL EMBED DEPTH IN
EPDXY.
2. LOCATE ALL MISSING BARS.
3. OVER -DRILL BAR DIAMETER BY 1/4- AND TO DEPTH SHOWN IN THE DETAIL.
4. REMOVE ALL DIRT, DUST, WATER, AND ICE BY VACUUM FROM THE HOLES.
5. CLEAN DiRT, RUST, AND OiL FROM THE BARS.
6. DURING THE EPDXY MIXING AND APPLICATION PROCESS, FOLLOW THE EPDXY
MANUFACTURER'S SPECIFICATIONS EXACTLY.
7. FiLL THE HOLES DRILLED FOR THE BARS PARTIALLY WITH EPDXY AND THEN
INSERT THE BARS UP AND DOWN TO COMPACT THE EPDXY, THEN FILL THE
REMAINDER OF THE HOLES.
8. VERTICAL HOLES TO BE FILLED FROM THE BOTTOM ARE TO USE AN EPDXY.
9. ALL BARS ANCHORED IN EPDXY ARE TO HAVE SPECIAL INSPECTION.
10. THE FOLLOWING EPDXIES ARE ACCEPTABLE:
SiKA-DUR-HI-MOD BY SIKA
CONCESSIVE BY ADHESIVE ENGINEERING COMPANY
RAUL FOIL -FAST BY SIKA
EPCON SYSTEM BY ITW RAMSET
SIMPSON "SET" ADHESIVE SYSTEM
HILT[ ADHESIVE EPDXY SYSTEM
GLUED LAMINATED WOOD
1. GLUED LAMINATED BEAM SHALL BE DOUGLAS FIR, COMBINATION 24F-V4
SIMPLE SPAN AND 24F-V8 WIYH CANTILEVERS IN ACCORDANCE WITH THE
U.B.C. AND WITH AITC 117, USE EXTERIOR TYPE ADHESIVES UNLESS
OTHERWISE NOTED.
2. BEAMS SHALL BE 'INDUSTRIAL' APPEARANCE GRADE UNLESS OTHERWISE NOTED.
3. ALL LAMINATIONS FOR 'GLU-LAM' BEAMS SHALL BE 1-1/2 INCHES THICK AND
WIDTH SHOWN OR NOTED. ALL LAMINATIONS SHALL BE PARALLEL TO THE
BOTTOM EDGE OF THE BEAM UNLESS NOTED OTHERWISE.
4. PROVIDE STANDARD CAMBER, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
5. THE GLUED LAMINATED WOOD FABRICATOR SHALL FURNISH SHOP DRAWINGS
FOR ARCHITECT TO REVIEW BEFORE FABRICATION.
STRUCTURAL STEEL
1. STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND ERECTED IN
COMPLIANCE WITH THE RISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"
AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES",
LATEST EDITION AND SUPPLEMENTS.
2. STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION A-572 FY-50
KSI UNLESS NOTED OTHERWISE.
3. PIPE COLUMNS SHALL CONFORM TO ASTM DESIGNATION A-53, GRADE "B", ALL
STEEL TUBES SHALL CONFORM TO ASTM A-500, GRADE "S" COLD FOO. 24/0 Ue???RMED TUBES
WITH FY-46 KSI.
8
4. BOLTS SHALL CONFORM TO ASTM A325-N, EXCEPT ANCHOR BOLTS WHICH SHALL
CONFORM ATO ASTM A307, GRADE "A" UNLESS OTHERWISE NOTED.
5. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR ALL
STRUCTURAL STEEL FOR ARCHITECT'S REVIEW BEFORE FABRICATION.
6. BOLT HOLES IN STEEL SHALL BE 1/16" LARGER THAN NOMINAL SIZE OF BOLT
USED EXCEPT ANCHOR BOLT HOLES WHICH MAY BE 3/16" LARGER.
7. STRUCTURAL STEEL SURFACES THAT ARE NOT EXPOSED TO WEATHER SHALL BE
LEFT UNPAINTED. SEE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL
REQUIREMENTS,
8. WELDED JOINTS SHALL CONFORM TO THE PRE QUALIFIED JOiNT DETAILS AS
INDICATED IN THE STRUCTURAL WELDING CODE (AWS01.1) BY THE AMERICAN
WELDING SOCIETY,
9. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED.
WELD SIZE SHALL BE AISC MINIMUM, UNLESS NOTED OTHERWISE.
WOOD
1. FRAMING LUMBER SHALL BE DOUGLAS FIR NO. 2 GRADE, UNLESS OTHERWISE NOTED. STUDS
SHALL BE DOUGLAS FIR STUD GRADE FOR 2X6, AND NO. 2 GRADE FOR LARGER PIECES,
UNLESS OTHERWISE NOTED. MAXIMUM ALLOWABLE MOISTURE CONTENT SHALL BE 19%
UNLESS OTHERWISE NOTED.
2. ALL PLYWOOD SHALL BE CC OR CD CONFORMING TO PRODUCT STANDARD PS 1.
3. ALL BOLTS SHALL CONFORM TO ASTM A-307. BOLT HOLES SHALL BE 1/16" MAXIMUM
LARGER THAN THE BOLT SIZE. R£TIGHTEN ALL NUTS PRIOR TO CLOSING IN.
4. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS AGAINST WOOD.
5. ALL WALLS NOT SOLIDLY SHEATED OR CONTAINING SHEAR PANELS SHALL HAVE 1X6 DIAGONAL
LET -IN BRACE AT EACH END AND AT 25 FT. O.C. LET -IN BRACE SHALL EXTEND DIAGONALLY
FROM BOTTOM OF LOWEST PLATE TO TOP OF UPPER PLATE AT AN ANGLE SUFFICIENT TO
INCLUDE (4) STUD SPACES.
6. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
DOUGLAS FIR. BOLTS SHALL BE PLACED 9 IN. FROM THE END OF A PLATE. OR FROM A
NOTCH GREATER THAN 1/2 THE WIDTH OF A PLATE, AND SPACED AS INTERVALS NOTED.
7. ALL STUD PARTITIONS OR WALLS OVER 10 FEET HIGH SHALL HAVE 2X BRIDGING, SAME WIDTH
AS THE STUD, PREFERABLY AT MID -HEIGHT BUT NOT TO EXCEED INTERVALS OF 8 FEET.
ROOF SHEATHING
1. 1/2" OSB RADIANT BARRIEER, WITH:
8D COMMON NAILS, 6 INCHES CENTER TO CENTER AT BOUNDARY
8D COMMON NAILS, 6 INCHES CENTER TO CENTER AT EDGE
80 COMMON NAILS, 12 INCHES CENTER TO CENTER AT FIELD
FLOUR SHEATHING
1. 5/8" PLYWOOD STANDARD SHEATHING, COX OR BETTER INDEX NO. 48/24 UNBLOCKED
DIAPHRAGM, T & G, PER UBC TABLE 23-11-E-1, FOOTNOTE 4, WITH:
100 COMMON NAILS, 6 INCHES CENTER TO CENTER AT BOUNDARY
10D COMMON NAILS, 6 INCHES CENTER TO CENTER AT EDGE
1OD COMMON NAILS, 10 INCHES CENTER TO CENTER AT FIELD
NAILING SCHEDULE
NAILED CONNECTIONS SHALL CONFORM TO THE MINIMUM NAILING SCHEDULE.
EXCEPT AS OTHERWISE NOTED ON PLANS AND DETAIL. ALL NAILS SHALL BE
COMMON WIRE WHERE DRIVING OF NAILS CAUSE SPLITTING, PiLOT HOLES FOR
THE NAILS SHALL BE SUB -DRILLED.
JOISTS OR RAFTERS TO SIDES OF STUDS, OR RIM JOISTS TO JOISTS 8 INCH
JOIST OR LESS, FACE NAILS (END NAILS AT RIM JOIST). . . . 3-16D NAILS
FOR EACH ADDITIONAL 4 INCHES IN DEPTH OF JOIST. . . . . . 1-160 NAILS
JOISTS, RAFTERS OR CEILING JOIST AT ALL BEARING,
TOE NAILS EACH SIDE . . . . . . . . . . . . . . . . . . 3-8D NAILS
RIM JOIST TO PLATE, TOE NAILS . . . . . . . . . . . . . 80 AT 6" O.C.
BEAM OR GIRDER TO POST, TOE NAILS . . . .. . . . . , . 4-16D NAiLS
BLOCKING BETWEEN JOISTS, RAFTERS OR STUD TO JOIST,
RAFTER OR STUD, TOE NAILS EACH END . . . . . . . . . 3-8D NAILS
TO JOIST OR RAFTER BEARINGS, TO NAILS EACH SIDE . . . . 3-80 NAILS
CROSS BRIDGING TO 'JOIST OR RAFTER, TO NAILS EACH END . 2-8D NAILS
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL . . . . 16D AT 16" O.C.
AT BRACED WALL PANELS . . . . . . . . . . . . 3-16D PER 16"
POST TO PLATE, TOE NAILS . . . . . . . . . . . . . . . . . 4-160 NAILS
DOUBLE TOP PLATES (MIN. 4 FEET LAP AT SPLICES) LOWER
PLATE TO TOP OF STUDS, END NAILS . . . . . . . . 2-16D NAILS
UPPER PLATE TO LOWER PLATE, FACE NAILS . . . . 16D AT 16" O.C.
LAPS AT CORNERS AND INTERSECTIONS, FACE NAILS . . . . . 2-160 NAILS
AT EACH SIDE OF THE 4 FT. MINIMUM, LAP SPLICE . . . 8-160 NAiLS
DOUBLE STUDS OR BUILT-UP CORNER STUDS, FACE NAILS . 60 AT 24" O.C.
STUDS TO BEARINGS, TOE NAILS EACH SIDE . . . . . . . 2-1 OD NAILS
STUDS TO TOP PLATE, END NAIL . . . . . . . . . . . . . 2-160 NAILS
DOUBLE JOIST RAFTERS OR HEADERS . . . . . . . . . . 16D AT 16" O.C.
RIBBONS TO STUDS:
ONE INCH RIBBONS (1 X 4 MIN.) . . . . . . . . 2-81) NAILS
TWO INCH RIBBONS (2 X 4 MIN.) . . . . . . . , 2-16D NAILS
DIAGONAL LET -IN BRACE (1X6 MIN.) TO EACH STUD AND
PLATE, FACE NAILS . . . . . . . . . . . . . . 2-8D NAiLS
1" X 6" SUBFLOOR OR LESS TO EACH JOIST . . . . . . 2-8D NAILS
WIDER THAN 1" X 6" SUSFLOOR TO EACH JOIST . . . . . 3-8D NAILS
2" SUSFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAILS. 2-16D NAILS
BUILT-UP GIRDER AND BEAMS . . . . . . . . . . . 20D AT 24" O.C.
AT T&S STAGGERED 2-20D AT ENDS AND EACH SPLICE
2" PLANKS AT EACH BEARING . . . . . . . . . . . 2-16D NAILS
WOOD STRUCTURAL PANELS AND PARTICLE BOARD SUBFLOOR,
ROOF AND WALL SHEATHING TO FRAMING:
1 /2" OR LESS . . . . . . . . . . . . . . . . . 6D NAILS
19/32" TO 1 " . . . . . . . . . . . . . . . 8D NAILS
7/8" TO 1-1/4- . . . . . . . . . . . . . . 10D NAILS
COMBINATION SUSFLOOR-UNDERLAYMENT TO FRAMING:
3/4" OR LESS . . . . . . . . . . . . . . . . 6D NAILS
7/8" TO 1" . . . . . . . . . . . . . . . . 8O NAILS
1-1/8" TO 1-1/4 . . . . . . . . . . . . . . . . . 1 OD NAILS
PANEL SIDING TO FRAMING:
1 /2" OR LESS . . . . . . . . . . . . . 6D NAILS
5/8" . . . . . . . . . . . . . . . . . . . . . . 80 NAILS
REINFORCING STEEL
1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED SO AS TO CONFORM TO
THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 LATEST
APPROVED EDITION), AND MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE
CONSTRUCTION (LATEST APPROVED EDITION) BY THE C.RS.I. AND THE W.C.R.S.I.,
AS MODIFIED BY THE PROJECT DRAWINGS.
2. DEFORMED REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
GRADE 60. EXCEPT FOR TIES, STIRRUPS AND REINFORCING BARS 1N NON-STRUCTURAL
CONCRETE SUCH AS SLAB ON GRADE, WHICH MAY BE GRADE 40, UNLESS NOTED OTHERWISE.
3. WELDING OF REINFORCING SHALL BE WITH LOW HYDROGEN ELECTRODES IN CONFORMANCE
WITH RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, ETC., AMERICAN
WELDING SOCIETY, AWS-01.4.
4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185.
6. MINIMUM LAB OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE
FULL MESH AND ONE HALF, WHICHEVER IS GREATER.
7. REINFORCING SPLICE SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS.
8. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE,
SPACING AND NUMBER AS THE SPECIFIED, VERTICAL REINFORCING, U.N.O.
9. ALL BARS SHALL BE MARKED $O IDENTIFICATION CAN BE MADE WHEN
THE FINAL W-PLACE INSPECTIONS OCCURS.
WOOD TRUSSES
1. WOOD TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE
STANDARD "LIGHT METAL PLATE CONNECTED WOOD TRUSS DESIGN". NONCOMPUANCE
WITH THIS STANDARD WILL RESULT IN THE REJECTION OF THE TRUSSES.
2. TRUSS MANUFACTURER SHALL SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS. STAMPED
AND SIGNED BY A CALIFORNIA REGISTERED CIVIL. ENGINEER FOR PERMITTING AGENCY APPROVAL
AND OWNER'S REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL BRACING
AND/OR BRIDGING REQUIRED BY DESIGN, WITH ALL ATTACHMENTS, DETAILS AND ERECTION
PROCEDURES. DESIGN CALCULATIONS SHALL INCLUDE CONNECTION CALCULATIONS AS WELL,
AS I.C.S.O. APPROVALS.
3. ALL TRUSS MEMBERS SHALL BE DOUGLAS FIR NO. I GRADE OR BETTER WITH TOP CHORDS
2X6 MINIMUM.
4. DESIGN TRUSSES FOR THE FOLLOWING LOADS:
A. ROOF LIVE LOAD 16 PSF (REDUCIBLE)
B. ROOF DEAD LOAD 18 PSF
C. FLOOR UVE LOAD 40 PSF
D. FLOOR DEAD LOAD 14 PSF
5. 00 NOT NOTCH JOISTS, RAFTERS OR BEAMS, EXCEPT WHERE SHOWN IN DETAILS. OBTAIN
ENGINEER'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. HOLES THROUGH SILLS,
PLATES, STUDS AND DOUBLE PLATES IN INTERIOR, BEARING AND SHEAR WALLS SHALL NOT
EXCEED 1/3 THE PLATE WIDTH. USE BORED HOLES LOCATED IN THE CENTER OF THE STUD
OR PLATE.
6. APPROVED CROSS -BRIDGING OR SOLID BLOCKING SHALL BE SPACED AS FOLLOWS:
FOR RAFTERS MORE THAN 8 IN. IN DEPTH : AT 10 FT. O.C.
MAX. FOR FLOOR JOISTS MORE THAN 4 IN. IN DEPTH : AT 8 FT. O.C. MAX.
7. NAILED CONNECTIONS SHALL CONFORM TO THE MINIMUM NAILING SCHEDULE,
EXCEPT AS OTHERWISE FOR THE NAILS SHALL BE SUB -DRILLED.
8. UNLESS NOTED OTHERWISE, PRE -MANUFACTURED FRAMING CONNECTORS CALLED
FOR ON THE DRAWINGS SHALL BE SIMPSON STRONG -TIE CONNECTORS, OR
APPROVED EQUAL
9. PRE -MANUFACTURED SOLID OR OPEN WEB WOOD JOISTS AS SHOWN ON THE DRAWINGS
SHALL BE AS MANUFACTURED AND SPECIFIED BY TRUSS JOIST MACMILLAN. SUBSTITUTIONS
ARE NOT ALLOWED WITHOUT APPROVAL OF THE ARCHITECT.
SPECIAL INSPECTION REQUIREMENTS
SPECIAL INSPECTION FOR THE FOLLOWING TYPE OF WORK:
A. CONCRETE WORK WITH STRENGTH GREATER THAN 2500 PSI. EXCEPT FOR
SLABS ON GRADE AND FOOTINGS.
B. REBAR OR BOLTS ANCHORED WITH EPDXIES OR GROUTS.
C. ANCHOR BOLTS AND EMBEDDED PLATES
DRILLING & NOTCHING OF STUDS
60% MAX. STUD WITH BORE
2" MAX. DIA. FOR 2X4 STUDS
3 1/4" MAX. DIA. FOR 2X6 STUDS
40% MAX. NOTCH
1 3/8" MAX. FOR 2X4 STUDS
2 1/8" MAX. FOR 2X6 STUDS
5/8" MIN. EDGE DISTANCE
TYP. FOR ALL STUDS-
25% MAX. NOTCH
7/8" MAX. FOR 2X4 STUDS
1 3/8" MAX. FOR 2X6 STUDS��`
5/8" MIN. EDGE DISTANCE
TYP. FOR ALL STUDS----,
EXTERIOR & BEARING STUDS
r i6 fflus a
4
"Y:
"X
1. BORING OF MORE THAN TWO SUCCESSIVE
DOUBLE STUDS IS NOT PERMITTED
2. NOTCHING AND BORING SHALL NOT OCCUR
IN THE SAME STUD SECTION
3. THIS DETAIL DOES NOT APPLY TO SHEAR
WALLS UNLESS APPROVED BY THE
STRUCTURAL ENGINEER
WIDTH OF STUD MAX.
TYP. FOR ALL STUDS
60% MAX. STUD BORE WIDTH
2" MAX. DIA. FOR 2X4 STUDS
3 1/4" MAX. DIA. FOR 2X6 STUDS
WIDTH OF STUD MAX.
TYP. FOR ALL STUDS
60% MAX. STUD BORE WIDTH
2" MAX. DIA, FOR 2X4 STUDS
3 1/4- MAX, DiA.
FOR 2X6 STUDS
OWNER/APPLICANT.
PROPERTY INFORMATION:
APN#
ENGINEER;
DRAFTER:
ALAN NGUYEN
310.720-8307 ,
SEE CHART FOR
MAX. HOLE SIZE
PERMITTED
6" MIN. BETWEEN HOLES AND/OR NOTCH
2" IN.
D
D £PTH
DIM.
3/4" MIN.
1/3 SPAN REVISIONS:
NON-BEARIN NOTCHES & HOLES
4 WALL PERMITTED
EN CENTER UNE OF BEARING WALL
NOTE:
BOTH TOP & BOTTOM SURFACES NOT TO BE NOTCHED WITHIN SAME 1/3 SPAN. MIN. DISTANCE BETWEEN HOLES _
WITHIN SAME 1/3 OF SPAN SHALL BE TWICE THE DIAMETER OF HOLES. oFE Sl
CHART OF ALLOWED HOLE & NOTCH FLOOR JOIST
SIZE OF JOIST
"X" DiM. MAX. NOTCH
"Y" DIM. MAX. NOTCH
MAX. SIZE HOLE
AT BEARING D/4
AS ALLOWED D/6
D/3
2 X 6
1-3/8"
7/8"
1-1/2" DIA.
2 X 8
1-3/4"
1-1/8-
2-3/8" DIA.
2 X 10
2-1/4"
1-1/2"
3" DIA.
2 X 12
2-3/4"
1-7/8"
3-3/4" DIA,,
2 X 14
3-1/4"
2-1/8"
4-3/8" DIA.
cov
R 0 / /aP ! DATE:
y O, 36957 ;
SHEET TITLE;
cIV1l p
. „ µ ¢ STRUCTURAL.
GENERAL.
NOTES
NOTE: L = NOTCH LENGTH NOT TO BE GREATER THAN L/3 OF THE MEMBER'S DEPTH
D = JOIST DEPTH -
SCALE: SHEET NO.:
CERTIFICATE OF COMPLIANCE: RESIDENTIAL., (Pa e 3 of 3) F-1 R
NEW 2057 (3U5H RE5IDENT 1 5-APKIL-2005
l'rc� ect Title Date
COMPLIANCE STATEME`i'I'
This certificate of compliance lists the building features and performance; specifications needed to comply with
Title, .,-t2., Parts l and C d f the California Code of Regulations, and the administrative regulations to implement
� o
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 shadira�: feature that
is varied is indicated in the Special Features' Remarks section. The undersigned recognize that compliance thing
duct sealing; a°nd'1XVs requires installer testing and certification and field verification by all approved HERS
rater.
Designer or Owner (per Business and Professions Code.) Documentation Author
Name: TAN NGUYENtie. ALAN NGUYEN
kitlellairnt: OWNER DRAffFR
liticlfirrn.
3005 GARI~IELD _... Address; ! 54C? ! FIRMONA AVE
C05TA MESA, CA 9262G LAWNDALE, CA 902GO
Telephone: _ 7 1 4-234-7735 Telephone: _3 1 0-720-8307
st rt tttire) - coat (signature} (date)
(g a
Enforcement Agency
I'+iatTi�:
Agency:
Telephone: _... .._
lsiilt tort. i stamp) tdatc}
Compliance Forms
August 2001
/' 4
CERTIFICATE TIFICATlE . F COMPLIANCE: RESI:. T.Q.A. (Patrc 2 of 3)
CF - I .
NEW 2057 BUSH RESIDENT
15-APKIL-2005
1'rojcct `litle
lJate
H AC SYSTEMS
Note: biput hydrouic or cornhin d byefronic data udder Witer FieatintM Systems. except. I)e:sign l ieathig Load.
Distribution
Pleating Equipment Minimum Type and
t` `r
Duct or
Heat Pump
Efficiency Locatipe on
t
Piping
$GCn)Stat
Configuration
u etc) (AR 11 or ltl1,P •) (ducts, attic, etc 1
- "altle
Tv'
is liter Lack .caret
NEW HVAC AFUE 80% DUCTS
4.2
SET BACK
SPLIT SYSTEM
Cooling Equipment Di c:t
Heat Pump
Type far€ c4 nditttoften. Efficiency Location
Duct
Thermostat
ation
Configuration
at .txnia;v-,^a .tttialit2 } (STAR; (tattic.etc.)
$�-�'Tr$lae
r' C
(split or€itcl�,t=c?
AC - 5-TON SEER, ATTIC
4.2
SET BACK
SPLIT SYSTEM
SEALED DUCTS and TXVs tar Alternative Measures
Sealed Ducts (all cluaratt, zcm,,,:sl
(Installer t stout, and Certification and HERS rater field va this ition required)
H I'X s, readily aecessible i,chulate /ones 2 and 8-15 oral -)
(I,nstaller te4tirrg and cectificuoton and 11ERs Ratcr or field VC iticaticttt f-Wrfed)
( Rcfrigeriant Charge/Air flow (clittute rates ? and 9-17 oak;°)
i 410. tailer testing arld rc`t ti4 €ca3tion ,and HERS Rater or field verttrcatiOr, retlt€ire(f)
OR
k Alternative. to S,;all ;d Busts and "laXVs (see Package C or D Alternative Package Meatuses for PrQject Climate Ztane)
Climate Zane Window SH(!(' Windmk U-Factor SEER hleatin-
g 0.35 0.40 10.0 80%
riiivoaisiwi�wi��arairnriaos
Energr''r External
(fated' Tank Factor or f'ank
Water Heater Distribution plumber I1$put (KW Capacity Recovery Standby' Insulation
l• ?s Tv ,e in Svsttwtai or I3ttt'hri t«ailuits} Eff7ciknc' IWoss (°ial -Value
WATER HEATER GAB � 1 w 35,000 BTU o- 5C).�, R-I 2__
1. For :small gas storafte wetter haters (rated inputs of li;ss than or cqutal to 75,000 Btuihe), electric resistance, and heat pump water hc<tcis, list FFriewy
Factor For large gaa`t storage water healers (rated input of 6tTcater than 7:),00013nAn ),fist Rated Input, Recovcry Efficiency and Standby Lass.
1't}r instantaneous gas water hearers list rated input and recovery efficiencies.
SPECIAL FEATIJiZk �" add e:tra sheets if`neeessm I. Package C" and D: TXVs, Scaled 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, thickrtes: , and description).
RADIANT BARRIER IS REQUIRED
MANDATORY MEASURES CHEC"KLIST: RESIDENTIAL wage 2 of,2) i'IFe-I IL
cti i c icletrfiaal bttikclinx s stub ei t tea firs `tan fords ntusl cetntairt Jae:>c ttieu4tut s regardless of the c4 mptiance approach used.
Note l.rt r r 1 te,
Itemsmarked w1 `ii asterisk t 'i rirtv he iv eded by more Strti r1 compliance
titnce
requirements li
sted it
Certificate of
ti > s � -, �ti1 .writ s r.
! adored b E c
,' to , 51t<r 1 n� et t.
rt,, rt ti.e! I
�� tits fife tcatu F
£'oitipltanc:c:. 1';?tta.n this checklist tr, incorporated itttta ibis: perttrit. dt,.untt, .,
stainim mr coruponent"perl'innance speerfeatians for the mandatory measures whether ttic4 are shown elsewhere in the documents
or iota this checklist softy
fnstructi(rns. Check or initial applicable boxes when completed or enter N/A if not applicable;.
l)I 4C12TP"l 1d tl DESIGNER ENFORCEMENT
Space Conditioning, Water Beating and Plurnbing System Measures.. (continued)
§i fyiny Ductsandi'arts X
i. All ducts and plenums, installed, swxilcd and rnsuLned to Meet the requitellient ottee 1998 : A:49(` Secboos td)1,
(rti."t, (iCrB, atxt `;tandarct I,-3; tits:t4 irrsulatxl tst a riintrnu€€r ia,tallcxl lcn�t oiR-'I? SFr esrc3aasc� esitirek}i iss !
eorxlitioned space. tourinp shall bc.waled with maastiv. lalx'o, aerosol s-e^stant, or other duct-clostxe system
that troy is the appticabl6 rcquiretttenLs of Ui. I #Si, t1$< I R t A. nr t;1, 1& I ii. 1Frttasrc tx` tape is tcsai � gal
openntrift- greater tiara 1 /4 inch: the combination of mastic :and either mc,,h of tartan shtail he used. Buiiding
c avatu,S sfr t11 riot tat: ustxi tier conveying tvii,litioned air Joints and cants of duct systems aryl Lti;ir
eumponents shall nw 1v settled with cloth txact; ttbtxa aclttes€v dtx,t tapes unless such tap is used in
combination with mastic and drawbands
2 i3aiils#trig c avities, suplxret platforms for air iutndlers, and plemiM, deli fed or constructed with inaterials
utiacr than sealed slttx-.i metal_ duct board or flexible d€ct shall not he used for conveying eonditionud
air. Building cavities acid support phuforn ,5 may contain ducts. ouct3 installed in cavities and supfuta-t
platforms s11311 not he compressed to cause 1-ductions iri the ras sa ctiemal area of the ducts
3. Joints and scams of duct systF €mts and their corntion nts shall not be sealed with cloth back rubber
adhesive duct taprus artless Stith taliis tired in combination with mastic and drawhands. !
-1 Exist ran systems have hack draft or automatic dampers. i
5. Gravity veattilaung systems selvitag ctrnditiOnact space have either auttmtatic or readily access -talc;,
nunlly operated darnpeis"
protectitora u4 Insulation_ irusulation s"ll Ire proicelrA front damage, mcludiny ahEat dam to sunlight,
moisuxe, Nutprnent rm um ranee, and wind =out not limited to the tollowine. lnsulationexposed to
weather shall be suitahle for outdoor service e.g-, protected by aluminum, street metal, painted anvah,
or plastiet cover. Ce,)ulur foam insulation shall be pre+teasel as atx>ve Ol painted wide a coating that is
seater r;atardant and rovide,s shiclding from solar ratfat ion that urn cause do iatdation of• tiro material.
, g t at- pool anti Spa Hearing St steno and 1;grartMML
I system is certified -,sith 78°firthennal elticieraey, on,otl.witch, weatherproofor.wratmeg, instructions, lit) s,
electric rcsistanct` heating aryl new pilot light.
2. System is installed with:
a At least 36of tithe hetwun filter told hc-,itcr for future solar heating
h. ('over for oinrloor pools ar outdoor spas
3. llool system has directional inlets and a circarlatiott Pumplittleswitch
§'115. Cias fired central hirnaces, pool heaters, slat heater's or household cooking appllances have no
commurusivhumer ntotfi'hr {toes tiata.P*7naicctrieal acrklu*tJ tirarncsw,,tii ilot<150Linitfhr)
§ 11 S (f) ("cool hoof material nee et specified criteria
t
3
t ,ighting_ Measures:
vi S{ (k)l tmrrinaircs for ge€*crui lighting, , in kiicherus shrill have lamps with to offitavy of 40 lumensttvatt
or greater for general lighting ill kitchens 'this gunc;ral lighting shall be controlled by a switch on ai readily X
accessible- It hiin I eonarol vanclat an tattranc e to the kitchen.
§ l S0(k)2.: Rooms with a shower or bailitub must halve either at least one luminaires with lamps with an
ciricacy eer4o rumert.0watt or ryerater switched at the (Entrance to the rtxam ar Dire aif fire alternatives to tits X
requirement allowed w s' 150(k )2 , and in audesecalt rct:c ssml ecrhng fixtures arc 1(` (insulation cover)
a roved. i
Compliance Fortes August 2001 A-6
CERTIFICATECOMPLIANCE: R SIDE T
P e I. of3 CF-IF
NEW 2057 BUSH RESIDENT
15-APRIL-2005
ProjectTitle 2C0 I BUSH, SANTA ANA, CA
Date
I'rt?jcot Add11 ress ALAN NGUYEN 3 1 0-720-8307
Llttldin t'crinit#
Telephone
DocumentationA tlt�1CNP �'
Plan Check f (state
PACKAGE D CZ08
Field Chcrk t` Date
Compliance Method (Package or Computer) Climate Gone
GENERAL LNFORMATION
€
'festal Conditioned Floor Area I ,880 ft- Average Ceiling
Neighs: 9r fi
Conditioned Slab Floor Area '734° f12
Building, Type: X Single Family Addition
(chuck one or more) Multi -Fancily Existing -Pius -Addition
ifOrientations(input
Front Orientation: North / South i East e,,
front orientation in"rEttn True North and circ:lo one)
Number of Stories 2
? umber of Dwelling; Units: 1
Floor Construction Type: Slab Raised Floor (circle one of both)
RADLANT BA E rek uired in climate zones 21. 4, fl-1 5 Acquired for this submittal e X Yes w, no
BUILDING ENV -ELOPE .INSULATION
Component
frame `l"ype
Cavity
Sheathing
Total R-
Assembly
LocationfComments
Type
wd " wood
Insulation
insulation
Value(
1.7-Factort
(attic, garage:, typical, etc.)
stl = steel
R-ValueR-Value
_ .._
Fall }-_
._
"'Fall
l WOOD
13
Roof
Roof
WOOD
R-30
CEILING, ATTIC
j FloorF
WOOD R 19
S:1:a'b:'E_dgge,
GARAGE
,
1'(?r iSt 4Grtrltt4'e C{)tit l 3i#11C , Q%fil R-Value t)t 1SSt tiM1l}l .l'-`actor € rc riot re uired for a kvood-trc'1tned 4' all that rue`ets eta it �'Yd� if
instlfati(?tz recltlirearlt nos fvrrthe; l�rcrtptiYe l'acka tc.
FENESTRATION
Fenestration
f etpos.
Orien- Area
tation
Fenestration Fenestration
U-Factrtr SHGC
Exterior
Shadtnu Att.
Overhangs/fi
Tins
Front
Front
WEST 100
0.35 0.40
Left
i
0.35 0._40
Left
I SOUTH 24
Rear
Rear
<.10_�_, w..
EAST
_u.( 1 0 40
_ _.,._,. .. . _
IZiht
NOK� T$t TH
i Ili
t
Skvlt t i
Skylight
i
AdhAWAk J
"'""
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (page i oft) M -t
}
0
Note: lxywrisc residential buildings std:)ieet to the, Standards must contarn these ieasurc, regtrdlcss of the compliaticc approach used. -
t 1 rt tease + �, listed can the C a. t
ter rtiant. Itst t
t compliance requirements e v trio �m 1 superseded h n2Uie stringent 4 L t,FS Ile
irons ntarltc.cl t-,it1S an aa4ertsl, ( 1 nta, he , up a £� p �
>�
�.
} ya., all parties as
idered it 4 noted :, . lk c(nst I
a' features n . eel h i 1?c cons
t tt rtrt�nts. the to e tr idcu p
rots fl ..nit
this list t incorporated t i chta. , e. ik l r t i, k� ( fain Banc is
p
whether aettt,.
in floe deazaun t�v-i~lsr. There � -, tire)- are Slit rt �
a tlrzttk,t h .
mandatory nie c surc.�
ri :L .t r ilia - ti teCtft ati t 9 ft
(trittarStc . L a - tl t Crt 3 La �n minimum
tuna component
tt 1 I
It p
U
or canthis Checklist only.
1
Instructions: check or initial applicable boxes when completed o1' enter N!A if not applicable.
V T.
DESCRIPTION
DESIGNER f
FNF0RC":'MEN"r
Building Envelope Measures:
'�y�'1;5f3fA}: Mi#sinxzm R-1°.i eelhir rrNatrlatiotl.
X
k 15gb): [.arose tilt insulation manufactruct's labeled R-Value
X
' 15 : Minimurn R-13 wall insulation in wood £tarried walls or equivalent (3-Factot in metal frame. walls
�(c)
X
{does not apply to a"xtcrEUr mass walls).
4150kd): I»rimanum R-13 raised floor insulation in hramed floors.
X
§ 15oil) ' Slab edge insulation -water absorption pale net greater than 0.31%, water vapor transmission rate no
X
eater titan 2,0 x°t7r inch.
Sit 8: Insulation 5pceifiW lor installed me-c.ts insulation quality standards. Indicate type and farm.
X
§ l 1G-17; Fenestration Products, l:xiertctr Doors, and IntrhrattctnfLxfiltratiorl controls
we ^a conditioned and unconditioned s dcsi ned to limit air leakage.
1 1a4}UiS oriel 4Y{ItdtTVS"51M,t 4 spaces t,`
? a'bri tt have lapel with ce=rtiticd to-1°actor, certified SolarFle-at
1 nestrntinn rrrttdtk:ts (except field # ca et!}
(rain Coefficient (SI IGQ, and infiltration cerrifx:ation,
3.Exterior door, and w rtdow-s wtathc i strapped, all joint-, amf penetrations caulked and scaled.
§1 0(er}; Vapor barriers mandatory in Chmotte Zones 14 and i(i oniv.
- 15(,io)'. Special infiltration farrier installed to comply with § 151 meets Commission quality staiadards.
oritrve Gas A lsatx.es and (lags Logs., 1
§l lnshtltatieauoiFireplaces,ties pp
I
1 i
1 r . Mtawnry and tactoy-built fireplaces have
a. Closeable roetal or glass door t I
la. Outside an intake with damper and control 1 I
4 Hue damp'-'t avidccmtrFol `
2. No continuous burning gas pilot lights allowed, r
Space Conditioning, Water Iteaiti,ng and Plumbing System Measures:
§1 10-§113 1IVAC equipment, water hearers, showerhmis and faucets is certified by the Commission.
X
§ 150(h). bleating and/or coot 'ing )oasts, calculated in accordance with ASH R. AE, SMACNA or ACC A,
X
§150(r). Sertack thermostat on all applicable heating andlor cooli€tg systicrm� �
X
§150(l): Pipe and tank insulation
X
Storage as water heaters rated with an Fnergv E' at:tcx less than 0.58 mist be e>ttc molly wrapped a iota
1. g
insulattttn ttavtng an 'rnsfalltxl theirniiif re5rSttEitnCc', of lt� 12 ar �reflt4r:
2,. $Mist l "feet o(pjpc$ closest to waterheater tank, non^Fe%FredtlatF'ri�, SYStl.rrtYr,. insulated (R"4 or g muer) .
for ° arc Stem unfired storage. tanks or other indirect lust water ranks have R-12
3. ik�tcic-upr2nk4 fc solar y. g
external insulation or R-16 combined internailextemid insulation.
4, All buried or c%pt}sed piping insulated in recirculating." sections (if hot water 5YstCms
5. ('ooling, system piping below 55' F insulated,
ft 1atltirrg insulated between heating saurt e. and nxht'(#c;t hotwtater tank;-..
-
AM
s
1 rrn I
O. 36957
I
'A
iivi y3
p°,..1F _
REV151ON5:
DATE:
03/15/05