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(N) 18'-7" SETBACK
OPEN -SPACE
I,230_SQ_ FT.
(N}4'-0"
SETBACK
2412McFADDEN AVE., SANTA ANA, CA 92704
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—HEATER
LOCATION
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LIN CENTRAL
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11'-6" SETBACK
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KITCHEN
(E) 150 AMPS
METER FIELD
VERIFY BY
CONTRACTOR
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DRIVEWAY'.
OPEN -SPACE
1,640 SQ. FT.
(N) 65'-8" SETBACK
EXIST'G 2x4 WOOD STUDS
WALL TO REMAIN
— — — — — — — DENOTE MATERIAL. TO BE
REMOVED
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& SITE PLNNI
SCALE: 1/8"=1'=0"
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(E) DRIVEWAY
APPROACH
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SHEET INDEX
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A- I TITLE SHEET, SITE PLAN, DEMOLITION PLAN & MISC. DA:rA
A- 2 FLOOR PLAN & ROOF PLAN
A- 3 ELEVATIONS, SECTIONS & DETAILS
S-1 EXISTG & NEW FOUDATION PLAN
S-2 ROOF FAMING PLAN
SD- I STRUCTURAL DETAILS
EN-1 TITLE 24 ENERGY FORMS
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PROJECT TEAM
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DESIGNER: ASSOCIAMARCIMCP
rA REPORT PREPARED BY
J&RWITIRNATIONALINC AP+E
2W W. BROADWAY AVE., E-301 3920 E. CORONADO ST, # 205
ADVACYLE
12350N IDM Vb'
ANABEIM, CA. 92804 ANAHEIK CA, 92807
SUITE
DOSE LJUSfINIANO SEANNOURANI
(714) 496-2737 714.470.7768
MJLLERTON, CA 92835
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714325�04
+jose14usfiniano@skjJoba1_net
seamurani@aot.com
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PROJECT INFORMATION
2—el 0
JOB ADDRESS:
2412 W. McFADDEN AVE.,
SANTA ANA, CA. 92704
SITE INFORMATION:
CONSTRUCTION TYPE
V-N NON SPRINT LERED,,,
ZONING
R-2
NUMBER OF STORY
ONE
SITE AREA
(E) HOUSE, AREA
:8,281 sq. ft. . . ... ... ....
:1,418 sq. ft. S
NO
(N) GARAGE
:444 sq. ft.
ADDITION
:800 sq. ft.
TOTAL FOOT PRINT AREA
:2,662 sq. ft. (32.14 "91 OF SITE AREA)
MR. & MRS. MARIO MENDEZ
2412 W. MeFADDEN AVE.,
SANTA ANA, CA. 92704
PARCEL No. 109-092-59
LOT No. 25 OF TRACT MAP No. 604
CITY OF SANTA ANA
COUNTY OF ORANGE
GENERAL NOTES:
1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND LOCATION Or EXISTING U*LITIES *
BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE
BROUGHT TO DESIGNER'S ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION.
2. GENERAL CONTRACTOR TO SECURE ALL NECESSARY PERMITS AS REQUIRED TO COMPLETE CONSTRUCTION.
3. ALL WORK TO CONFORM TO THE FOLLOWING:
BUILDING CODE - CBC 2001
PLUMBING CODE - CPC 2001
MECHANICAL CODE - CMC 2001
ELECTRICAL CODE - CEC 2000
4. DIMENSIONS ARE FACE OF STUD TO FACE OF STUD U.N.O.
5. GENERAL CONTRACTOR SHALL INSTALL ALL REQUIRED BLOCKING FOR ALL EQUIPMENT, HANGERS, ETC.
6. ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES AND REGULATIONS.
7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 5/8" STANDARD DRYWALLTYP.
8. PLAN CHECK/PERMIT APPLICATION FOP, WHICH NO PERMITS IS ISSUED WITHIN 180 DAYS FOLLOWING THE
DATE OF APPLICATION SHALL EXPIRE BY LIMITATION PER SECTION 107.4 CBC.
9. ELECTRICAL WIRING SHALL BE COPPER, NO ALUMINUM WIRING ALLOWED UNLESS CONTINUOUS SPECIAL
INSPECTION IS PROVIDED, CONSULT CITY ORDINANCE ARTICLE 110 AND SECTION 110-115.
10. RECESSED LIGHTS AT INSULATED CEILINGS S14ALL BE UL LISTED FOR DIRECT' CONTACT WITH INSULATION.
(ITC FIXTURES).
11. PROVIDE WINDOWS THAT' ARE RATED AND CERTIFIED FOR 20 LBS/SF OF WIND LOAD FOR THIS CLIMATE
ZONE.
12. PROVIDE MOIST -STOP FLASHING AROUND ALL WINDOWS, DOORS AND OTHER OPENINGS.
13. PROVIDE, BITCHUTHANE AT OTHER NEEDED LOCATIONS SUCH AS INTERSECTING EXTERIOR
CONSTRUCTION SURFACES, SMALL EXTERIOR SHELVES AND AT EXTERIOR PENETRATIONS.
14. EXTERIOR STUCCO SHALL COMPLY WITH CHAPTER 25 CBC. PROVIDE SEPARATE INSPECTIONS FOR EACH
INSPECTION AT PHASES OF EXTERIOR PLASTER AS FOLLOW: SCRATCH COAT, BROWN COAT, AND COLOR
COAT. PROVIDE 60-NUN-UTE BUILDING PAPER MINIMUM FOR EXTERIOR STUCCO.
15. PROVIDE TWO LAYERS OF GRADE "D" PAPER AT ALL EXTERIOR - LS WITH WOOD BASE SHEATHING AND
STUCCO COVERING PER SECTION 2506.4 CBC.
16. NO PLASTIC WATER PIPING ALLOWED WITHIN THE BUILDING.
17. OWNER SHALL, EMPLOY THE SERVICES OF REGISTERED DEPUTY INSPECTOR, W ST REPORT TO`THE
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CITY BUILDING OFFICIAL PRIOR TO REPORTING TOO THE JOB SITE.
18. THREE CONCRETE CYLINDER TEST SAMPLES SHALL BE TAKEN AND TESTED FOR EACH 0 E
RECORD TO FILL-IN SPACE)
19. MINIMUM GRADE PLYWOOD AT OVERHANGS TO BE CCX OR IX T & G SHEATHING
20. PROVIDE A MINIMUM CLASS A ROOFING MATERIAL WITH AN ICBC) OR UL LISTING. RO61F,1N'G'1,MA1`E
t,,
SHALL BE INSTALLED TO MEET HIGH WIND EXPOSURE "C` CONSTRUCTION REQUIREIVIEik"Af - RO_,
MATERIALS MUST OVERHANG THE EDGE OF THE ROOF SURFACE. PLYWOOD ROOF SHEATHING I
REQUIRED UNDER ALL ROOFS (UNLESS RE -ROOFING OVER EXISTING SHINGLES).
21. THE OWNER AND PROFESSIONAL DESIGNER HAVE RESEARCHED THE PARCELS SETBACK AND EASEMENTS.
THE PARCELS SETBACKS AND EASEMENTS ARE CORRECTLY SHOW ON THIS SITE PLAN.
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DESIGNED
BY:
J&R Intl, Inc.
DATE
01/10/05
SCALE
AS NOTED
JOB NO
04-136
FILE NAME. A-1
DRAWING
22. PLYWOOD SHEAR WALL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.
OF SHEETS
PLOT HATE; 01/12/05
NEW
PITCH
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N 16'-O'x7'-0" METAL FAi
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16}-0"
ROLL -UP GARAGE 4
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L PROVIDE ONE WALL SWITCH -CONTROLLED
ED
L IGHTTNG OUTLET AT THE EXTERIOR SIDE OF
OUTDOOR ENTRANCES OR EXITS, ETC. (210-70-a
NEC) EX. AT GARAGE MAIN DOOR.
2. PROVIDE ONE RECEPTACLE OUTLET IN EACH
DETACHED GARAGE WITH ELECTRIC POWER,
AT EXTERIOR OF BUILDING (ACCESSIBLE AT
GRADE LEVEL AT THE FRONT AND BACK OF THE
DWELLING), ETC. (210-52 NEC)
3. PROVIDE GROUND -FAULT
CIRCUIT -INTERRUPTER PROTECTION (GFC1)
FOR ALL 125 VOLT, SINGLE-PHASE 15-AND
20-AMPERE RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES (EXCEPT DEDICATED
OUT'LE AND OUTDOORS WITHIN 6'-6" OF
GRADE. (210-8(a) NEC)
4. PROVIDE WATER PROTECTION FOR ALL
RECEPTACLES INSTALLED OUTDOORS. (410-57
NEC)
3-1/21fc14" PSL
RIDGE BEAM
PER STRUCT. DWGS.
12
5
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NEW 2x8 CLG. J. Co) 16" O.C., PER STRUCL DWGS.
NEW COMP, S.HINGI E ROOF
(CLASS B MIN.) OVER 2 LAYERS
15# FELT TO MATCH EXISTING.
NEW 2x10 ROOF RAFTER
@ 24 O.C., PER STRUCL DWGS.
4
A-3 --s —
1/2" GYB. BRD.�
/
4xlO BDR.
PER STRUCT. DWGS.
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W/ R 19 BATT INSULATION
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PER STRUCTURAL DWGS-
LANDING
NE`f'4' FAMII V J
ACT 111ES ROOM
c-
2xlO CLG. J. @ 16 O.C.,
PER STRUCT. DWGS.
2'-5"
GENERAL LEGEND
EXIST'G 2x4 WOOD STUDS
WALL'TO REMAIN
NEW 2x4 WOOD STUDS
WAILS
NEW 2x6 WOOD STUDS
WALLS
(E) EXISTING
(N) NEW
ELECTRICAL LEGEND
ELEC. OUTLET
@ + 15"AFF TYP. U.N.O.
WALL SWITCH
LIGHT
EXHAUST VENT.
NEW `PILE ROOF OVER
2 IAYERS 15 # FELT
BY: EAGLE ROOFING PRODUCTS.
I.C.B4O. E.S. REPORT # 4660
2x8 ROOF RAFTER
@ 24" O.C., PER STRUCT. DWGS.
4
A-3
2x4 STUDS
@ 16" O.0
NEW 719" STUCCO
TO MATCH EXISTG
NET GARAGE 1/4
1J4"=1'-0"
r�r M�
/CONC. LANDING
SEE PLAN
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SECTION VIEW
PLAN VIEW NOTE
OUTSIDE THROUGH ROOF, WALL
OR ATTIC SPACE
VENT TO OUTSIDE
FRAMING MEMBERS
BOX -OUT FOR HIGH AND
LOW COMBUSTION AIR
HIGH COMBUSTION AIR OPENING W/
1/4' GAL. METAL SCREEN OVER SIZE
PER W.H. MANUE SPEC.
16 GA. X 1.5" WIDE MIN
GAL. STEEL STRAP
WATER HEATER
2 X STUD WALL Wf 5/8" TYPE 'X'
GYP. BD. ON EACH SIDE
16 GA. X 1.5' WIDE MIN
GAL. STEEL STRAP
LOW COMBUSTION AIR OPENINGS W/
1/4' GAL. METAL SCREEN OVER SIZE
PER W.H. MANUF. SPEC.
WATER HEATER CONTROLS
FIRE BLOCKING
CONTINUOUS LEDGER
5/8' THICK PLYWOOD PLATFORM,
TIGHTLY SEAL ALL JOINTS
3/4" DiA. X 5" LONG: LAG
SCREWS THROUGH LEDGER
2 X LEDGER
WATER HEATER
{6 GA. X 1.5" WIDE MIDI
GAL. STEEL STRAP
VENT TO OUTSIDE AIR
2 X STUD WALL W/ 5/0" TYPE 'X'
GYP. BD. ON EA. SIDE
TIGHT FITTING DOOR W/ SEALS
WATER HEATER STRAPPING SHALL BE AT POINTS
Vt,'T,THIN THE UPPER ONE-THIRD (1/3) AND LOWER
ONE (113) OF ITS VERTICAL DIMENSION. AT
THE LOWER POINT A MIN. DISTANCE OF 4" SHALL BE
MAINTAINED ABOVE THE CONTROLS W/ THE
STRAPPING (U.P.C.510.5.)
64110 ! 06 ! ' ! •
GENERAL LEGEND
EXIST'G 2x4 WOOD STUDS
(E) EXISTING
WALL TO REMAIN
(N) NEW
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II II IT1TCCii NEW 2x4 WOOD STUDS
WALLS
NEW 2x6 WOOD STUDS
�1
WALLS
ELECTRICAL .LEGEND
NOTE:
ALL LIGHT SWITCHES TO BE DIMMER (EXCEPTION: FLUORESCENT LIGHT SWITCHES)
110 V DUPLEX OUTLET +12" U.N.O.
-ao- SINGLE POLE TOGGLE SWITCH
3 +40" U.N.C. 3: 3 WAY SWITCH
_
GFI: GROUND FAULT INTERRUPTER
WP: WEATHERPROOF
}n{ SURFACE MOUNTED CEILING
�-t LIGHT FIXTURE
1t2 HOT
110 V FOURPLEX OUTLET
Fo SURFACE MOUNTED WALL
LIGHT FIXTURE
110 V DUPLEX OUTLET IN FLOOR
RECESSED LIGHT FIXTURE
- E -
TELEVISION JACK
EXHAUST FAN
}-Q
COMPUTER TERMINAL
SD HARD WIRED WITH BATTERY
TELEPHONE JACK
BACK UP SMOKE DETECTOR.
= = = FLUORESCENT TUBE, SIZE
ATTIC VENTS CALLS
NOTED
800 sq. ft.1150= 5.3 sq. ft. ATTIC
VENTILATION AREAREQUIRED
6.4 sq. ft. ATTIC VENTILATION
AREA PROVIDED
THE NET FREE VENTILATING AREA SHALL NOT BE LESS
THAN 1/150 OF THE AREA OF THE SPACE VENTILATED.
COMPLIANCE BY CBC 2001 SECTION 1505.3 (VENTILATION)
ATTIC VENTS SMALL NOT EXCEED 144 SQUARE INCHES
AND SHALL BE COVERED WITHCORROSION RESISTANT
WIRE MESH WITH MESH OPENING OF 1/4 INCH.
SCALE: 1 /4''=1'^0„'
ELECTRICAL NOTES
L PROVIDE ONE WALL SWITCH -CONTROLLED
LIGLITTNG OUTLET AT THE EXTERIOR SIDE OF
OUTDOOR ENTRANCES OR EXITS, ETC. (210-70-a
NEC) EX. AT GARAGE MAIN DOOR.
2. PROVIDE GROUND FAULT
CIRCUIT -INTERRUPTER PROTECTION (GFCI)
FOR ALL 125 VOLT, SINGLE-PHASE 15-AND
20-AMPERE RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES (EXCEPT DEDICATED
OUTL,ES) AND OUTDOORS WITHIN 6-6" OF
GRADE. (210-8(a) NEC)
3. PROVIDE WATER PROTECTIONFOR ALL
RECEPTACLES INSTALLED OUTDOORS. (410-57
NEC)
4. AIL LIGHT FIXTURES IN BATHROOM &
KITCHEN AREAS SHALL BE FLUORESCENT.
LIGHT FIXTURES TO BE SELECTED BY THE OWI
5,
KEY NOTES
30"x30" ATTIC ACCESS.
n PROVIDE CERAMIC TILES OVER CEME
PLASTER OVER WONDER BRD. EQUAL.
70" ABOVE DRAIN AT 3 WALLS OF SH01
TUB_ CLASS SLIDING DOOR AND PANE)
MUST BE LABELED CATEGORY 11.
LOW FLUSH. 1.6 GALLON TOILET FIX 11
DRAWN BY: J&R Int'I, Inc.
[4] SHELF AND POLE. CHECKED By >
J&R Int I, Inc.
I i FUL FIGHT LINEN CLOSET DESIGNED BY.
J&R int'I, Inc.
® CON RE ANT)ING-W/ 14" PER FOOT DATE 01 f10/05
SLAP AX.
f� SCALE AS NOTED
JOB NO
04-136
FILE NAME: T'
DRAWING M
11 lit,
A�2
OF SHEETS
PLOT DATE: 03/04/05
DO NOT SCALE THE DRAWING
2X4 STUDS
@ 16" O.C..
R13 DATT
INSULATION
NEW WOOD SIDING
TO MATCH EXISTG
DF #1 - 4"XI2
RIDGE BEAM
PER STRUCT. DWGS.
W CLG. J. @ 16 O.C.,
PER STRUCT. DWGS.
W/ R-30 INSULATION
2x6 FLOOR JOIST @ 16 O.C.,
PER STRUCT. DWGS.
W/R-19 INSULATION
PLYWOOD WHERE
OCCURS.
1/2, GYPSUM BOARD
EXTERIOR SIDING PER PLAN
VAPOR BARRIER
Iy2' x 5Y2' NET CORNER
545 4 PRIME.
2X STUD WALL
NEW COMP. SHINGLE ROOF
(CLASS B MIN.) OVER 2 LAYERS 15# FELT
TO MATCH EXISTING.
2xI0 ROOF RAFTER
@ 24" O.C., PER STRUCT. DWGS.
(N) T.V. ROOM
-1 N I IN
2x4 STUDS
z
16- O.C.
NEW WOOD SIDING
TO MATCH EXISTG
0
+1
SCALE
1/4tt=1t-o,f 1 2
1/2, GYPSUM BOARD
PLYWOOD WHERE
OCCURS.
EXTERIOR SIDING OVER
TWO LAYERS OF 15#
FELT (TYPICAL)
NEW 24 GA. G.I.
METAL FLASHING
LINE OF CONCRETE
SLAB IF APPLIES
LINE OF FINISH GRADE
FLASHING @ SILL
MXTERIOR SIDING CORNER I
1 1/4' MIN. OVERLAP
EXTERIOR 5101146
2X WALL
PLYWOOD
EXTERIOR SIDING TO I
BE INSTALLED PER MIR
RECOMMENDATION
NAIL/SCREW
COUNTER SINK Illro'
RONDO FILL 4 SAND
CONCRETE SLAB
2x ROOF RAFTER —
e I& O.C., PER STRUCT. DWGS.
ROOF SHEAT6, 12
SEE STRUCT. DWGS. 5 ---
COMP. SHINGLE ROOF
(CLASS A MIN.) OVER
2 LAYERS 15# FELT
TO MATCH EXIST'G
PRIMARY HOUSE.
2x C. J. a I&' O.C,, PER
STRUCT. DWGS. WAR-30
BATT INSULATION
1
SIDING INSTALLATION SCALE SCALE
EAVE DETAIL N.T.S. N.T.S.
BLOCKING
GYPSUM BOARD
VAPOR BARRIER
1 1/2' x 1 1/2'
NET 546 4 PRIME
UNDER FLOOR AMIC
VENTILATION
NEW FASCIA
TO MATCH
EXISTG
OPENABLE AREA
= 5.7 SQ. FT. MIN.
20" CLEAR (MIN.)
FINISHED FLOOR
EXISTG HOUSE
NEW COMP. SHINGLE ROOF
(CLASS A MIN.) OVER 2 LAYERS 15# FELT
TO MATCH EXISTG
NEW PITCH
TO MATCH EXIST'G
12
5 1
--- NEW WINDOW
TO MATCH
EXISTG
NEW SIDING
TO MATCH EXIST'G
--------------------------------------------------------------------
Ml m
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OPENABLF AREA
5.7 SQ. Fr. MIN.
34 1/8" CLEAR
(FOR MIN. 2V]HEIG1
ALL SLEEPING ROOMS IN DWELLING UNITS BELOW THE FOURTH FLOOR SHALL
HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENC
OR RESCUE. THE EMERGENCY WINDOW OR DOOR SHALL BE OPERABLE FROM T
INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF SEPARATE
TOOLS. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR
OPERABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR HEIGHT
DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR WIDTH DIMENSION
SHALL BE 20 INCHES WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE 0
RESCUE, Tl-IEY SHALL HAVE, A FINISHED SILL HEIGHT NOT MORE THAN 44 INCIll
ABOVE THE FLOOR. THE TABLE BELOW SHOWS THE MINIMUM HEIGHT AND WID
OF REQUIRED 53 SQUARE FOOT OPENING.
28128.511
291129.511
301[
31D]f
31131.5
3A
315
33
[24.5
F34 5
HEIGHT129.8
29.3
26.1
[,g5 125.3
24.9
14
24.5
24.1
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IN) 24'x18'UNDER FLOOR
VENT(3 sq. ft.) @ 2 LOCATIONS.
TO MATCH EXISTG. (TYP)
NEW ADDITION
NEW COMP. SHINGLE ROOF
(CLASS A MIN.) OVER 2 LAYERS 15# FELT
TO MATCH EXIST'G
NEW PITCH
TO
MATCH EXISTG
12
Z� 5
klN ) I-tn-7 Lji-4"1-n VENT (0.48 sq. ft.) @ 10 LOCATIONS.
TO MATCH EXISTG. (nT)
NOR"M ELEVATION
IMMITIMs
--
VENT (0.48 sq. ft.) @ 10 LOCATIONS. TT
TO MATCH EXISTG. (11a) WEST iON
DRAWN BY:
J&R Intl., Inc.
CHECKED BY:
J&R Int'l, Inc.
DESIGNED BY:
J&R Intl, Inc.
DATE
01/10/05
SCALE
AS NOTED
JOB NO
04-136
FILE NAME:
A-3
DRAWING
A-3
F
SHEETS
PLOT DATE 03/04/05
DO NOT SCALE THE DRAWING
N) Cara a nundation Plan
SCALE: 1/4" = 1'-0"
(E) �N) Foundation Plan,
#4 @ 16" O.C.
24"
12"
18"
W/ 5/8" DIA.X
O/C MIN.
WASHERS
2x4 STUDS -a l6'
UNO WALL FIN. F
PLAN a SIDE
FLOOR JOISTS
w/PLYWD. FLOO
D1AP. FER PL,A
"4 VERTICAL Q
ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS
ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK,
1. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER
BY 10'" LONG ANCHOR BOLTS EMBEDDED AT LEASTT 7" INTO CONCRETE
WITH A MAXIMUM SPACING OF 72" O.C.
THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION
PLATE WITH ONE BOLT LOCATED WITHIN 12" OF EA. ENO OF EA. PIECE.
A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA. BOLT
TO THE PLATE.
2, ALL SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS
SPACED PER FOUNDATION PLAN
3, ALL INTERIOR NON —SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS
INSTALLED PER MANUFACTURERS RECOMMENDATIONS, U.N.O. STRUCTURAL
ENGINEERS CALCULATIONS GOVERN IN ALL CASES.
4. INSTALL ALL SIMPSON OR APPROVED EQUAL FOUNDATION HARDWARE
PER MANUFACTURERS ECOMMENDATIONS. DEEPEN FOOTING WHERE
NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS,
5. PROVIDE 5/8" DIAMETER BY 12" ANCHOR BOLTS AT 3X FOUNDATION
PLATES WHERE OCCURS. VERIFY WITH FRAMING PLANS.
6. 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED
ON EACH ANCHOR BOLT (UBC SECT. 1806.6.1)
7. ALL STUDS AT 1ST FRL SHALL BE 2X6 OR 3X4 @ 16" O.C.(TYP)
8, THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF FOR
CONTINUOUS FOOTINGS.
AB48 :
5/8" DIA. X 10" ANCHOR BOLTS AT 48" O.C.
AB32
5/8" DIA. X 10" ANCHOR BOLTS AT 32" O.C.
AB24
5/8" DIA. X 10" ANCHOR BOLTS AT 24" O.C.
AB16 :
5/8" DIA. X 10" ANCHOR BOLTS AT 16" O.C.
AB 8
5/8" DIA. X 10" ANCHOR BOLTS AT 8" O.C.
AB48X
5/8" DIA. X 12" ANCHOR BOLTS AT 48" O.C.
AB32X :
5/8" DIA. X 12" ANCHOR BOLTS AT 32" O.C.
AB24X :
5/8" DIA. X 12" ANCHOR BOLTS AT 24" O.C.
AB16X
5/8" DIA, X 12" ANCHOR BOLTS AT 16" O.C.
AB 8X ;
5/8" DIA. X 12" ANCHOR BOLTS AT 8" O.C.
* 2AB
(2) 5/8" DIA X 10" ANCHOR BOLTS.
* 3AB :
(3) 5/8" DIA. x 10" ANCHOR BOLTS.
* 2ABX
(2) 5/8" DIA X 12" ANCHOR BOLTS.
* 3ABX
(3) 5/8" DIA X 12" ANCHOR BOLTS.
* 2ABXX
(2) 3/4"DIA X 12" ANCHOR BOLTS.
* 3ABXX
(3) 3/4"DIA X 12" ANCHOR BOLTS.
* EQUAL SPACING. EXCLUDING HOLDOWN A BOLT.
GENERAL CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY ALL THE
EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS AND CONDITIONS
BEFORE START OF WORK, ANY DISCREPANCY SHOULD BE BROUGHT TO
THE ATTENTION OF THE ENGINEER IMMEDIATELY,
Al 00111 ► ,M. 0'
NEW FOUNDATION
EXISTING FOUNDATION
24%18" CRAWEL
SPADE ACCESS
W/4x6 HDR
NEW Q
IN 11 FOOTING.
FOR MORE INFO SEE DET: 4)
5/8 0 RED HEAD
@ 24" O.C. (8" EMBED.
4" MIN. EDGE DISTANCE)
12'
'�► �► b
SOLID
.K'6, 6 48°
w. PROVIDE
Arod EA. END
'? P.T. SILL WI
IGHOR MOLTS a
.ATE WASHERS
49s' O.C.
04 BAR., TOP
12'O_G. HORIZ_
48" O.G.
*4 E3AR,
3OTTOM
1210G. HORI Z.
46" O.C.
1. CONCRETE: All work, testing and inspection shall conform to the 2001 California Building
Code. Strength Design used for all concrete grades.
Concrete Strength
(28 day)
Location
f'c = 2500 psi all the concrete
USE TYPE V CEMENT
Maximum Size of aggregate should be 1". 1 1/2" aggregate may be used in continuous
footings or isolated pad.
2. REINFORCING STEEL: Shall be deformed bars conforming to A.S.T.M. A615, see
schedule below for grade of reinforcing steel. Placing of reinforcing steel shall be in
accordance with Section 2607 of the Uniform Building Code, Latest Edition. Electrically
welded mesh shall conform to A.S.T.M. A185.
GRD. 60: all the reinforcing.
3. BOLTS: Shall conform to A.S.T.M. A307,
4, LUMBAR: All lumbar shall be grade marked No.2 minimum except as noted
on plan. Plywood shall be Doulgos Fir sheathing conforming to PS 1-83 United
States Department of Commerce and shall be grade stamped "D.F.P.A."
Exterior Glue.
5. SOIL: 1000 PSF.
6, DRYPACK: Shall be "Embeco" or approved equal.
7. GENERAL CONTRACTOR IS FULY RESPONSIBLE TO VERIFY ALL THE
EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS BEFORE START
OF WORK, ANY DISCREPENCY SHOULD BE BROUGHT TO THE ATTENTION
OF THE ENGINEER IMMEDIATELY.
SIMPSON SW22X7X4*
STRONG —WALL SHEAR
WALL (SEE SHEET 6)
BEARING PLATE
PRE —INSTALLED
HDQ8 HOLDOWN
"
"
"
I
DRILL 3/4"0 X 5" DEEP HOLE &
EPDXY 5/a„0 THREADED ROD W/ I
SIMPSON SET ADHESIVE SYSTEM. ;
INSTALL PER ICBO NO. ER-5279
DRILL 1 "0 X 10" DEEP HOLE &
EPDXY %"0 THREADED ROD W/
SIMPSON SET ADHESIVE SYSTEM. l
INSTALL PER iCBO NO. ER-5279
TYPICAL EACH END I
(N) STEM
AND FOOTING
*NOTE:
1. DIMEN ONS` SHALL BE VERIFIED IN FIELD
AND AC1 STED` AS NEEDED.
2. EXISTING A R BOLTS SHALL BE CUT
OFF FLUSH WI 'THE TOP OF THE
DRAWN BY: J&R Intl, Inc.
CHECKED BY: J&R Int'I, Inc.
DESIGNED BY:J&R Int'l, Inc.
DATE 01/17/05
SCALE AS NOTED
JOB NO
04-136
FILE NAME: S1
DRAWING
S1
OF SHEETS
PLOT DATE: 43/04/05
DO NOT SCALE THE DRAWING
1..____--------
i iTrl iir� 11(
I
1
1
I
1
1
i
I
I
1
1
I
SCALE: 1 /4"=1' _O"
-------------------------------------------------- � I
- --------------------- f
r I
\ 9 r 1
I \\ SDI rr 1
1 \ f I
1 ` 8 fr 1
i 13 `\
y SDI \\ SDI
� \ I
rf 1
�k �N Dl � 4�x10 HDR
\ �r Co\ r I
` f I
\ r I
\ r
bh `\ f
I
¢� 1 lm,//�'
�, Y I I
SEAMVON
I i
I } 1
f�
a jj To I 1
-—� SDl 1 I
zi` ij 1
� 3
SDI rr I
1 1
1 r \ I I
I rr \\ I
I
j rf v 1 1
I r v I
r ` 1
1 f I
` I
f fr \\ 1
1 r \
1 ... ... ....
r ` 1
I r \\1
Lf---------------------------------------------�
SCALE: 1 /4"=1 ' --O"
ROOF PLYWOOD SHT'G.
W/ 8c1's @ 6" O/C
U.N.O. - --
SIMPSON A-35
@ 24" O/C U.N.O.
2x STUDWALL PER PLAN
N�ll
_u
F3-16d
NAILS. (TYP)
.R. BY
1 1 /2x3 1 /2
u u u
PLAN VIEW 2x4 FLAT
@ 48 O.C.
LATERAL SHEAR NO 1 E .
( 2001 C.B.0 ; SEISMIC ZONE 4 ) FRAMING MEMBERS
DOUGLAS FIR -LARCH
VERTICAL: AT 16" 0,C
3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 6" O.0 AT
EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 UBC) ......280 PLF
t 2. \ 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 4" O.0 AT
EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 UBC) 350 PLF
_3�_ 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 3" O.0 AT
EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 UBC) .......490 PLF
/ T \ 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 2" O.0 AT
EDGES AND 12 O.0 AT FIELD (TABLE 23-11-1-1 UBC) __... _640 PLF
A5� 1/2-(OR 15/32) WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS AT 2" O.0 AT
EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 UBC) .........770 PLF
/ V. \ 1/2-(OR 15/32) STRUCT. I WOOD PANEL NTH 10d COMMON NAILS AT 2" O.0 AT
EDGES AND 12 O.0 AT FIELD (TABLE 23-11-1-1 UBC) ......_870 PLF
NOTES:
A. WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG
TESTING LABORATORIES ( THIS INCLUDES OSB) THESE VALUES ARE FOR DOUG-FIR LARCH
OR SOUTHERN PINE, OTHER LUMBER SPECIES MAY DIFFER IN SHEAR CAPACITIES.
& PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL PANEL JOINTS.
C, WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING
IS LESS THAN 6" O.C, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING SHALL BE 3X OR WIDER AND NAILS STAGGERED ON EACH SIDE.
D. FOR SHEAR WALLS 1_2 TO ZL USE THE FOLLOWING:
1) USE 3x MUDSILL
2) USE 3x MEMBER @ PANEL JOINTS & HORIZONTAL BLOCKING
3) NAILINGS SHALL BE STAGGERED
E. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS @ SHEAR WALLS ONLY.
F. 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT.
(UBC SECT. 1806.6.1)
HORIZONTAL:
ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR EXTERIOR
(TABLE 23-11-E-1 AND 23-11-H UBC)
JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32"WOOD STRUCTURAL PANEL Pit 24/0,
NTH 8d's AT 6" 0.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD.
NEW ROOF SHEATHING:
1 /2" CDX PLYWOOD, P.I. 32/16
NAIL w/ 8d AT 4" ox, BOUNDARY
6 o.c. EDGES
12" o.c. FIELD
SEE SD1 FOR PLYWOOD LAYOUT DIAGRAM
NEW ROOFING:
CLASS 'A' ASPHALT SHINGLE ROOFING
FLOOR: * JOIST SPACING EQUAL TO OR LESS THAN 16" O.C. 1 1/8" WOOD STRUCTURAL PANEL T&G SHTG,
Pit 32/16, w/10d's AT 6" O.0 AT EDGES AND BOUNDARIES, 10" O.0 FIELD.
JOIST SPACING EQUAL TO OR LESS THAN 20" O.C: 1 /8" WOOD STRUCTURAL PANEL T&G SHTG,
Pit 40/20, w/IOd's AT 6" O.0 AT EDGES AND BOUNDARIES, 10" O.0 FIELD.
JOIST SPACING EQUAL TO OR LESS THAN 24" O,C: 1 1/8" WOOD STRUCTURAL PANEL T&G SHTG,
Pit 48/24, w/1Od's AT 6" O.0 AT EDGES AND BOUNDARIES, 10" O.0 FIELD.
1_ o
EXIST'G FRAMING IS NOT PART OF THESE WORK.
NEW ROOF MATERIAL MUST MATCH EXIST'G.
2. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING.
FRACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
3. CONECTORS AND FASTENERS SHALL BE INSTALLED IN ACCORDANCE
NTH 2O01 CBC CHAPTER 23, DIVISION Ili.
4, ALL CONSTRUCTION SHALL COMPLY NTH C.B.C. 2001
SECTION 2320 AND MIN. NAILING NTH TABLE 23-11-8-1
INDICATES SPAN AND DIRECTION OF
ROOF JOISTS AND RAFTERS
INDICATES SPAN AND DIRECTION OF
FLOOR JOISTS & ROOF DECK
INDICATES SPAN AND DIRECTION OF
CEILING JOISTS
INDICATES SPAN AND DIRECTION OF
DECK JOISTS (SLOPED AS REQUIRED)
A 2X4 AT 16" O.0
B 2X6 AT 16" O.0
C
2X6 AT 24" O.0
D
2X8 AT 12" O.0
t
2X8 AT 16" O.0
EE
2-2X8 AT 16" O.0
Q
2X8 AT 24" O.0
G
2XIO AT 12" O.0
1
2X1O AT 16" O.0
J�
2X10 AT 24" O.0
0
(2)2X10 AT 16" O.0
0
2X12 AT 12" O.0
2XI2 AT 16" O.0
l "J
2X12 AT 24' O.0
P
1 3/4 x 11 7/8" ML. 12" O.0
ACALIFORNIA FRAMING
PROVIDE 2x8 @ 24" O.G.
M=L INDICATES (1) 1 3/4" x 11 7/8" MICROLAM
P=L (OR PSL) INDICATES PARALLAM
LFA. = LOAD FROM ABOVE
HEADERS AND BEAMS, REFER TO ENGINEERING CALCS.
INDICATES INTERIOR BEARING WALL
NOTE: APPLY SHEAR PRIOR TO FRAMING OF
Lj\* PERPENDICULAR WALL AND/OR BOX -OUTS. (WHERE APPLICABLE)
p►-----� INDICATES MOMENT FRAME
SOLE
MARK:
PLATE NAILING LEGEND
DESCRIPTION
SPN4:
16d SOLE PLATE NAILING 0 4" O.C.
SPN3:
16d SOLE PLATE NAILING @ 3" O.C,
SPN2:
20d SOLE PLATE NAILING @ 2" O.C. (PER DIRLLED HOLED)
SPN1:
1 /4"X5" LAGSCREW @ 4" O.C. (PER DiRLLED HOLED)
NOTE: USE 2-2xTO @ 12" O.C. UNDER "HVAC„
DBL. JOIST @ 2ND FLOOR FRAMING WHERE WE HAVE WALL
CEILING JOIST SCHEDULE
SIZE
SPACING
MAX. SPAN
2x4
16" o.c.
8'-0"
2x6
16" o.c.
13'-0"
2x6
12" o,c.
15'-01"
2x8
16" o.c.
17'-6"
2x8
12" c.c.
19'-6"
2x1O
16" o.c.
22'-0"
2xIO
12" o.c.
CUTTING AND NOTCI-BNG BORED HOLES
STUD STUD
STUD STUD
5/8" MIN. 5/&" MIN.
NOTCH NOTCH - SOF'ED HOLE 50RED HOLE
-- 2x4 STUD 2x4 STUD 2x4 STUCK 2x4 STUD
I i/io" MAX. 1/&" MAX. 1 71/101 MAX. 2 1/8` MAX.
2x6 STUD 2xo STUD 2xo STUD 2x6 STUD
2 3/:o" MAX, 1 3/8" MAX. 2 3/1o" MAX. 3 5/1o" MAX.
40% ALLOWED 25% ALLOWED 40% ALLOWED ANY WALL 60% ALLOWED
NONBEARING PARTITIONS EXTERIOR WALLS AND ANY NONBERIN+ i WALL OR
BEARING PAWITTIONS EA ' ORED STUD DOUBLED
BORE E NOT PERMITTED
IN TWO
SUCCESSIVE LEDSTUDS
CBC. SEC. 2320.11.9 AND 2320.11.10
MAX. ALLOWED NOTCHING AND DRILLING
ow�rrws�
DRAWN BY: J&R Intl,
Inc.
CHECKED By: J&R Int'l,
Inc.
DESIGNED BY: J&R Intl,
Inc.
DATE 01/17/05
SCALE
AS NOTED
JOB NO
04-136
FILE NAME: S2
DRAWING
S2
OF SHEETS
PLOT DATE: 03/04/05
DO NOT SCALE THE DRAWING
4x6 BEAM NEW EXISTING
EQ. EQ.(2�2x TOP PLATE 2-#4 DOWELS
- - - - - - - - - - - ---
(E) 2-2xPLATE
MST48
o 0 o
T ---------
2-2 x PLATE
MST 48
(N) 2-2xPLATE
4xPOST
ALT. LOCATION
SIMPSON "EPC
AND ALT. SIMPSON "PC"
PROGRESSIVE
.---q
< 4x6 POST
NAILING
e a, O.G.
SIMR ----i-,
A35 (TYP) 2 x SILL PLATE
SIMP. A35 (TYP)
2 x SILL
(E) STUDS (E) STUDS
(E) STUDS
SIMPSON 435
HEADER (BE PLAN)
TOE NAIL
EA. 51r-)E OF HEADER
—TRIMMER PER PLAN
EO. EO-
—SIMPSON MSTA24
4,5" O.C.
FLUSH RIDGE BM
OR BOARD 4.
2x RAFTERS 4
(BEE PLAN)
rK,
ly4l
(2,
24" MIN. 81,
cilir,v" dia. HOLE
uj/EPDXY FILL
SIMPSON "U' NOTE
HANGER SPRAY fBONC)ING AGENT (INTRALOK OR SIMILAR)
TYF, AT THE JOINT BETWEEN OLD AND NEW CONCRETE
PRIOR TO POURING NEW CONCRETE.
7
� �6
Z
> z
5�
L)
Z
4,3
tra
0
-j
1--
F-
w
0
DRAWN By-- J&R Int'l, Inc.
CHECKED By: J&R Int'l, Inc.
DESIGNED BY: J&R Intl, Inc.
DATE 01/17/05
SCALE AS NOTED
JOB NO 04-136
FILE NAME: SD1
DRAWING
SDI
OF SHEETS
REVISION
Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into
the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures
whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable,
DESIGNER
ENFORCEMENT
Building Envelope Measures
150(a): Minimum R-19 ceiling insulation,
juj 150(b): Loose fill insulation manufacturer's labeled R-Value.
150(c): Minimum R-1 3 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does
not apply to exterior mass walls).
150(d): Minimum R- 13 raised floor insulation in framed floors or equivalent.
E] 150(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no
greater than 2.0 perm/inch.
rV__1 118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
I A I
116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have label With certified U-Factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and seated.
El150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
El150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards.
I A I
150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System Measures
If V 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
A]
150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
tFv] I 50(i): Setback thermostat on all applicable heating and/or cooling systems.
A I
F1150(j): Pipe and Tank Insulation
1. storage gas water heaters rated with an Energy Factor less than 0,58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or greater.
2, First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-1 2 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 55 degrees F. insulated.
6. Piping insulating between heating source and indirect hot water tank.
EnergyPro 3.1 By EnergySoft User Number: 2299 Job Number: 050110 Page:5 of 10
t
NOTE". Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into
the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures
whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable.
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
FV1 * 150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601,
603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-42 or enclosed entirely in
conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system
that meets the applicable requirements of UL1 8 1, ULI 8 1 A, or UL181 & If mastic or tape is used to seal openings
greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not
be used for conveying conditioned air. Joints and seams of duct systems 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 platforms for air handlers, and plenums defined or constructed with materials other
than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building
cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be
compressed to cause reductions in the cross -sectional area of the ducts.
3. Joints and seams of duct systems and their components shalt not be sealed with cloth back rubber adhesive
duct tapes unless such a tape is used in combination with mastic and drawbands.
4. Exhaust fan systems have back draft or automatic dampers.
5. Gravity ventilation systems serving conditioned space have eitherautomatio 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 but not limited to the following: Insulation exposed to weather shall be suitable
for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam
insulation shall be protected as above or painted with a coating that is water retardant and provides shielding
from solar radiation that can cause degradation of the material.
IFV 1 114: Pool and Spa Heating Systems and Equipment
Al
1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance
heating, and no pilot,
2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or
spas.
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas,
3. Pool system has directional inle-, and a circulation pump time switch.
F\_71
IA I 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light, (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr)
0 118 (f) : Cool Roof material meet specified criteria
Lighting Measures
Fx] 150(k) 1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for
general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting
control panel at an entrance to the kitchen,
Fv__1
L,�\J 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of
40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement
allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved,
1 3A By EnergySoft User Number: 2299 Job Number: 050110 Page:6 of 10
MENDEZ RESIDENCE ADDITION 1/12 005
Project Title Date
2412 W McFadden Avenue Santa Ana
Project Address Building Permit #
AR INTERNATIONAL, INC. (714) 774-3528 Plan check/ Date
Documentation Author Telephone
Computer Performance 8 - Field Check/ Date
Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only
GENERAL INFORMATION
Total Conditioned Floor Area: 2.218 f?
Total Conditioned Slab Area: 0 ft 2
Average Ceiling Height: 8.0 ft
Building Type:
(check one or more)
Fv__1
I/\ I Single Family Detached FlAddition
F-1 Single Family Attached I❑I Existing Building
❑ Multi -Family AFv--1
i Existing Plus Addition
Front Orientation: - (North) 0 deg
Number of Dwelling Units: 1.00
Number of Stories: 1
Floor Construction Type: r-] Slab Floor
LF1;] Raised Floor
An�_!
Const.
Component
Frame
Assembly
Location/Comments
Type
Type
U-Value
(attic, garage, typical, etc.)
Default Floor Prior To 1991
Wood
0.098
Exterior Floor
/ Over CrawISDace (w/R-6 Credit)
Default Wall Prior to 1978
Wood
0.386
Exterior Wall
Default Roof 1978 to Present
Wood
0.047
Exterior Roof
R-13 Floor (F.13,2x6.16)
Wood
0.048
Exterior Floor
/ Over Crawlspace(W/R-6 Credit)
R-13Wall (W.13.2x4,16)
W ood
0.088
Exterior Wall
R-30 Roof (R.30.2x6.16)
W ood
0.035
Exterior Roof
FENESTRATION Shadina Devices
Type
Orientation
Area
Fenestration
Exterior
Overhang Side Fins
(SF)
U-Factor
SHGL,
Shading
Yes /
No
Yes No
Front
(North)
--36.0
0&5
0.65
Bug Screen
F1
0
Q Rx
Left
(East)
52.0
0.65
0.65
Burl Screen
E]
RX
El RX
Rear
(South-) ----36-.0
--0-.65-
0,65
Bug Screen
El
Rx
Q Rx
Right
West)
17.5
0.65
0.65
Bug Screen
F1
F X]
0 R
Front
(North)
40.0
0.60--
0.65
Bug Screen
R
RX
El RX
Rear
(South)
26.0
0.60
0.65
Bug Screen
F1❑1XI
R rx]
Rear
(South)
33.3
0.55--
0.65
Bug Screen
R
RX
0 0
1:1
1:1
El El
R
F-1
0 F]
Run initiation Time: 01/120508:41:02 Run Cade:
1105548Q62
EnergyPro
3.1 By EnerqySoft
User Number: 2299
Job Number: 050110
Pace:3 of 10
Certiticate of Comnifiance: R.E..'Sidential (Part 2 of 2) CF-11
MENDEZ RESIDENCE ADDITION 1/12/2005
Project Title Date
HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum Type and Duct or
Type (furnace, heat Efficiency Location Piping Thermostat Location
pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R-Value Type Comments
Central Flirninp- 8a. AFUE Ducts in Attic __ 42_ qpthq(-k New System
Cooling Equipment Minimum Duct
Type (air conditioner, Efficiency Location Duct Thermostat Location
heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments
Split Air Conditioner 10 D SEEB Ducts in Atlir, 42 Setback New System
WATER HEATING SYSTEMS
Water Heater Water Heater
1 For small gas storage (rated inputs of less than or equal to 75,000 Btujhr), electric resistance and heat pump water heaters, list energy factor.
For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list Rated Input and Recovery Efficiency.
REMARKS
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 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. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification
and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code) Documentation Author
Name: Name: Jose L Justiniano\
ACIaress: 2512 W McFadden Avenue
Santa Ana, CA 92704
Telephone: (714) 557-8573
Lic. #:
(signature) (date)
Enforcement Agency
Name: Efrain Olivas
Title/Firm: ADVANCED TITLE 24
Address: 1235 N Harbor Blvd, Suite 235, Fullerton
Telephone: (714) 525-9824
Title/Firm: J&R INTERNATI(NN
Address: 2115 W. Crescent A,
Anaheim, CA 92801
Teler)hone: (714) 774-3528
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DRAWN BY: J&R Intl., Inc.
CHECKED BY: J&R Intl, Inc.
DESIGNED BY: J&R Int'l, Inc.
DATE 01/17/05
SCALE NONE
JOB NO 04-136
FILE NAME: EN-1
DRAWING
N.l
OF SHEETS
PLOT DATE. 03/04/05
THE DRAWING