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------ ------ ------ SHEET INDEX
A- 1 TITLE SHEET, SITE PLAN, DEMOLITION PLAN & MISC. DATA
A- 2 FLOOR PLAN & ROOF PLAN
A- 3 ELEVATIONS, SECTION & DETAILS
S-1 EXIST'G & NEW FOUDAIJON PLAN
CID S-2 ROOF FAMING PLAN
C?
C? SD-1 STRUCTURAL DETAILS
;4 i EN-1 TITLE 24 ENERGY FORMS (9,G
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I � i PROJECT TEAM
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27'-4!'SETBACK [SETBACK 274" SETBACK SETBACK
DESIGNER: T24 REPORT PREPARED BY.
J&RINTERNATIONAL, INC. ADVANCED TITLE 24
2225 W. BROADWAY AVE., E-301 12350 N. HARBOR BLVD.,
ANAHEKCAAW SUM 235
- — — — — (El JOSE L. JUSTINIANO ARAM (E)GARAGE FULI-ERTON, CA 92835
(N) 8'-0" (714)496-2737 joseLjusfiniano@sb4obal.net 714.525.9824
ISETBACK tAftacbefl.net
I (N) 641 REUD
I BETWEEN I- A V FS
(1'4) 51-0" 1 L PER CODE SEC. 503.2
E BACK PROJECT INFORMATION
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R
JOB ADDRESS
A R C Hllri
Cl U A L
T
2205 S. PARTON ST. E V
SANTA ANA, CA 92707
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SITE INFORMATION:
M13
h
, E CONSTRUCTION TYPE :V-NN KL -,R ON SPAINKED
L -1
�o' em
OCCUPANCY R3/U1
(E) WAIER
ZONING :R
JEATER
(N) 200 AMP. ELEC. T,,
TO REMAIN
NUMBER OF STORY ONE
a
(N)
a Cj
_METER. FIELD (E) 150 AMPS D' r SITE AREA :6,125 sq. ft �41, u 4 r i BEDROOM 3 C
r-4, VERIFY BY i, i ELEC. METER
(E) HOUSE AREA (EXCLUDED GARAGE) 800 sq. ft
CONTRAC OR TO BE
TIPA3
RELOCATED (E) GARAGE 390 sq. ftC A . (E) WATER (N) ADDITION 600 sq. ft. d
'.-RFATER J_
At
ll-AX �TA
'iTO REMAIN 5'-0"
TOTAL FOOT PRINT AREA: 1,790 sq. ft (29.22 % OF SIf
SETBACK
+ lArl i I
(E) (E) KITCHEN
F-A (E) (E) KITCHEN
OM 2 REDVqOWNER
BEDROOM 1 -11, SETBACK
-oo w:-
MR. JORGE GUERRERO
L SETBACK %L
U ) FLOOR
2205 S. PARTON ST. (E
L (E) FLOOR FURNACE SANTA ANA, CA 92707
SETBACK
FURNACE TOREMAIN
r- — — — — — — — — — — — — — — 1- -
V
_4LEGAL DESCRIPTION
:A
(E) LIVING ROOM LIVINGROOM
i �. ' ': - ..' ��' PARCEL No. 015-102-02
LOT No. 22 OF TRACT MAP No. 1281
BEDROOM
OM I BEDROOM 2 CITY OF SANTA ANA
COUNTY OF ORANGE
L- - - - - - - - - _ -- - - - - - - - - - - -
GENERAL NOTES:
1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND LOCATION OF
EXISTING UTILITIES 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.
j
2. GENERAL CONTRACTOR TO SECURE ALL NECESSARY
(E) (E) PERMITS AS REQUIRED TO COMPLETE CONSTRUCTION.
DRIVEWAY:,. i r DRIVEWAY,
3. ALL WORK TO CONFORM TO THE FOLLOWING:
BUILDING CODE - CBC 2001
PLUMBING CODE - CPC 2WI
MECHANICAL CODE - CMC 2001
ELECTRICAL CODE CEC 2001
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.
49' 49'
6. ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES AND
REGULATIONS.
S. PAKTN
S. P"' A R T 0 AN T. 7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 5/8" ARD
19% DRYWALL.TYP.
lok I
glowl Ll ION r AN
Aft
Idimp- U JH H H H
'OVID, 0 S D C
SCALE: 118)'=1)=0)k SCALE: 1/4"=1'=0))
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&RINTEIRNAIIONAL, INC. THIS DOCUMENT SHALL NOT BEREPRODUCED ORMODIFIEDIN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF, J&RINTERNAlIONAL, INC.
GENERAL CONTRACTORTO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NO(�
IREVISION
I NO. I DATE
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DRAWN BY: J&%.,Ijnc
CHECKED BY: J&R
DESIGNED BY: At), Inc.
DATE 01/31
SCALE AS fED
JOB NO 04
FILE NAME* A-1
DRAWING
A�
OF SETS
SCALE THE DRAWING
_=1
=1
600 sq. ft./250=4 sq. ft. ATTIC
VENTILATION AREA
REQUIRED
5.5 sq. ft. ATTIC VENTILATION
AREA PROVIDED
THE NET FREE VENTILATING AREA SHAI-L NOT BE LESS
THAN 11150 OF THE AREA OF THE SPACE VENTILATED.
COMPLIANCE BY CBC 2001 SECTION 1505.3 (VENTILATION)
ATTIC VENTS SHALL, NOT EXCEED 144 SQUARE INCHES
AND SHALL BE COVERED WITH CORROSION RESISTANT
WIRE MESH WITH MESH OPENING OF 1(4, INCH.
SCALE: 1 /4"=1'=O"
21'-9„
DOOR 9 4 i
lS
BEDIt,00M 2 ; r (E) KITCHEN �
I 1ti I rr 1
I 4\ t rr > i
Lt IF) FLOOR i
FURNACE
I- ---------------- --------
SD DINING ROOM
1 f
s f
I f
SD (E)
LIVING ROOM
I t
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1 I
i (E) f
BEDROOM 1
1 i
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L--------------------- ----------------------------------------------------------- J
SCALE: 1 /4" -1'=O"
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GENERAL LEGEND
EXIST'G 2x4 WOOD STUDS
WALL TO REMAIN
'11'tiff fiTt�iTiT`f NEW 2x4 WOOD STUDS
WALLS
NEW 2x6 WOOD
WALLS
KEY NOTES
30"x30" ATTIC ACCESS.
PROVIDE CERAMICTILES OVER CEMENT
PLASTER OVER WONDER BRD. EQUAL TO
70" ABOVE DRAIN AT 3 WALLS OF SHOWER
TUB. GLASS SLIDING DOOR AND PANELS
MUST BE LABELED CATEGORY II.
LOW FLUSH. 1.6 GALLON TOILET FIXTURE
® FULL HEIGHT LINEN CABINET
NEW WALL FURNACE
FLUORESCENT LIGHT
CONCRETE LANDING W/ I/T PER FOOT
SLOPE MAX. (SEC.10049 UBC)
LANDING TO BE MINIMUM 36" DEEPx
WIDTH OF DOOR.
ELECTRICAL NOTES
1. PROVIDE ONE WALL SWITCH -CONTROLLED
LIGHTING 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 (GFCT)
FOR ALL 125 VOLT, SINGLE-PHASE I5-AND
20-AMPERE RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES (EXCEPT DEDICATED
OUTLES) AND OUTDOORS WITHIN 6'-6" OF
GRADE. (210-8(a) NEC)
3. PROVIDE WATER PROTECTION FOR ALL
RECEPTACLES INSTALLED OUTDOORS. (410-57
NEC)
(E) EXISTING
(N) NEW
ELECTRICAL LEGEND
NOTE:
ALL LIGHT SWITCHES TO BE DIMMER
(EXCEPTION: FLUORESCENT LIGHT SWITCHES)
= 1 I0 V DUPI FX OUTI ET + 12" U.N.O.
GFI: GROUND FAULT INTERRUPTER
WP: WEATHERPROOF
112 HOT
110 V FOURPLEX OUTLET
110 V DUPLEX OUTLET IN FLOOR
-
TELEVISIONJACK
COMPUTER TERMINAL
TELEPHONEJACK
-- SINGLE POLE TOGGLE SWITCH
3 +40" U.N.O.3: 3 WAY SWITCH
SURFACE MOUNTED CEILING
LIGHT FIXTURE
SURFACE MOUNTED WALL
LIGHT FIXTURE
® RECESSED LIGHT FIXTURE
4 EXHAUST FAN
SD HARD WIRED WITH BATTERY
BACK UP SMOKE DETECTOR
FLUORESCENT TUBE, SIZE
NOTED
4. ALL LIGHT FIXTURES INBATHROOM &
KITCHEN AREAS SHALL BE FLUORESCENT.
LIGHT FIXTURES TO BE SELECT BY THE OWNER.
5. ELECTRICAL LIGHT SWITCHES FOR BEDROOMS
TO BE ON ARCH CIRCUIT.
6. PROVIDE A.F.C.L PROTECTION FOR BEDROOM CIRCUITS.
7. PROVIDE BATHROOM A MINIMUM OF (1) 20-AMP CIRCUIT
RECEPTACLE OUTLET. SUCH CIRCUIT SHALL HAVE NO
OTHER OUTZETS. THIS CIRCUIT MAY SERVE MORE THAN
ONE BATHROOM (CEC 210-52 (d)).
8. INSTALL MINIMUM 20 ft, UFER GROUND MINIMUM 1 #2 COPPER
TO NEAREST COLD WATER PIPE GROUND PER CEC 250.
1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND LOCATION OF EXISTING UTILITIES
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 WORKTO CONFORM TO THE FOLLOWING:
BUII.DING 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 INSTAIL ALL REQUIRED BLOCKING FOR ALL EQUIPMENT, HANGERS, ETC.
6. AI. I.. WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES AND REGULATIONS.
7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 5{8" STANDARD DRYWALL.TYP.
8. PLAN CHECK/PERMPT APPLICATION FOR 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 SHALL 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 BTTCHUTHANE 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-MINUTE BUILDING PAPER MINIMUM FOR EXTERIOR STUCCO.
15. PROVIDE TWO LAYERS OF GRADE "D" PAPER AT ALL EXTERIORS WALLS WITH WOOD BASE SHEATIILNG 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, WHO MUST REPORT TO THE
CITY BUILDING OFFICIAL PRIOR TO REPORTING TOO THE JOB SITE.
18. THREE CONCRETE CYLINDER TEST SAMPLES SHALL BE TAKEN AND TESTED FOR EACH (ENGINEER OF
RECORD TO FILL-IN SPACI)
19, MINIMUM GRADE PLYWOOD AT OVERHANGS TO BE CCX OR 1X T & G SHEATHING.
20. PROVIDE A MINIMUM CLASS A ROOFING MATERIAL. WITH AN ICBO OR UL LISTING. ROOFING MATERIALS
SHALL BE INSTALLED TO MEET HIGH WIND EXPOSURE "C" CONSTRUCTION RTQUIREMENT'S. ALL ROOFING
MATERIALS MUST OVERHANG THE EDGE OF THE ROOF SURFACE. PLYWOOD ROOF SHEATHING NG IS
REQUIRED UNDER ALL ROOFS (UNLESS RE ROOFING OVER EXISTING SHINGLES).
21. THE OWNER AND PROFESSIONAL DESIGNER HAVE RESEARCHED THE PARCEUS SETBACK AND EASEMENTS.
THE PARCELS SETBACKS AND EASEMENTS ARE CORRECTLY SHOW ON THIS SITE PLAN.
22, PLYWOOD SHEAR WAIL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.
2.,3, Apt wow c0ws"rvQCTiQ" .6tlAu- GeeA'AfL Y Wi r+i C'�-J:)� iF- S�c~ri�
nZ0 A43-D M1N. kA! Ldroccl Wi-rH %F1a-LE 2!3- 11- 13 A-- 1 .
REVISION
NO. I DATE
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DRAWN BY: J&R Intl, Inc.
CHECKED BY: J&R Int'I, Inc.
DESIGNED BY-J&R Int'i, Inc.
DATE 01/31/05
SCALE AS NOTED
JOB NO 04-153
FILE NAME: A-2
DRAWING
Arwr2
OF SHEETS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL; INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R MIERNATIONiM , INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT IHE EXPRESSED WRITTEN CONSENT OF J&.R INTERNATIONAL, INC. PLOT DATE01/28j05
* GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISIING UTII.,ITIES BEFORE START OF WORK. ANY DESCRE:PANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. Da NOT SCALE THE DRAWING
2x4 STUDS
16 O.C.
0
R13 BATT
INSULATION
NEW STUCCO
TO MATCH EXISTG
+I >
NEW COMP. S11INGIF ROOF
(CLASS B MIN.) OVER 2 LAYERS
15# FELT TO MATCH EXISTING.
2x8 ROOF RAFTER
24" O.C., PER SIRUCT. DWGS.
12
4F —,00
GYB. BRD.
-\'4A STUDS
@ 16" O.C.
2x8 CLQ. J. @ 16 O.C,
PER STRUCT. DWGS.
W/ R30 INSUIATION
NEW BEDROOM
R 13 BATT
INSULATION
NEW 7/8" STUCCO
TO MATCH EXISTG
SECTION SCALE
1 1 1/411=1,-O,l 1 2
FRAMING MEMBERS
ROOFING MATERIAL
ROOF SHEATING
COPPER VALLEY
FLASHING 2ro GA MIN.
STUCCO 0/
131-06. FAFE
PLYWOOD 5
(UJHERE OCC
STUCCO UJEE
5CREED
'91111WIM-5503
iTUD WALL
'.T. SILL
C. FOUNDATM
N. AE30VE EARTH
R ABOVE PAYEE? AREAS
TYPICAL STUCCO: 1/6' STUCCO CEMENT PLASTER
W/ EXPANDED METAL LATH OR WOVEN WIRE LATH
FASTENED W1 11 GA. I 1/2LONG 1116' DIA. HEAD
GALVANIZED NAILS BEFURRED MIN. 1/4" SPACED
IV OC MAX
SCALE VALLEY N.T.S. 6 STUCCO WEEP SCREED -1 N.T.SSCALE.
EXTERIOR FINISH
-UNDERLAYMENT TO LAP
OVER FLASHING
2x ROOF RAFTER
6 I(o O.C, PER 5TRUCT. DU1G5.
`Z' BAR FLASHING AND
UN-0.
COUNTER FLASHING
ROOF SHEAT'G, 12
zi
METAL CHANNEL
SEE STRUCT- DWGS-
4
ROOF MATERIAL
COMP. SHINGLE ROOF
(CLASS 6 MIN.) OVER
2 LAYERS 15* FELT
0
v It
A,) Alj�Al
A'A
-2-2x4 TOP PLATES
-R-13 BATT INSULATION
/8'
-5/8. GYP. ED.
ROOF SHEATHING
STUCCO I')x4
77-7
-- STUDS a 16'0.C- W/NO
2x FASCIA
PLUMBING 4 2xro STUDS e
I x NAILER
lCv*O.C:, U.11 FLUM51NG
\---2X FRAMING
OVERHANG
TO MATCH
2x C. J. w 16' O.C., PER
EXISTG
STRUCT- DU,66. W/R-30
BATT INSULATION
<; C—e G z S p I A. L- -C c>
SCALE
SCALE
ROOF TO WALL
EAVE DETAIL
N.T.S.
N.T.S.
NEW 2 X 4
0 lu
5TUD5 AT lro'o.c.
Cl
0
LAP EXISTING MESH AND
LU tu
FELT PAPER 2' WITH NEW
MESH AND f=Af=I=F- AND
7
NAIL WITH 11 GA. NAILS
ro*o.c. TO NEW 5LOGKING
— NEW FASCIA
TO MATCH EXISTG
NEW STUCCO
TO MATCH EXISTG
F.F. (SLAB ON
NEW ADDITION
— NEW COMP. SHINGLE ROOF
(CLASS A MIN.) OVER 2 LAYERS 15# FELT
TO MATCH EXISTG
EXISTG HOUSE
m
EXISTG HOUSE
I ILLJ I I ILILLU
x Lu-EXISTG RAISED FLOOR)
(E) WATER HEATER
LOCATION `TO REMAIN
NORTH ELEVATION
NEW ADDITION
NEW COMP. SHINGLE ROOF
(CLASS A MIN.) OVER 2 JAYFRS 15# FELT
TO MATCH EXISTG
NEW FASCIA --
TO MATCH LTJSrG
3
NEW STUCCO
�TO MATCH EXISTG
F.F. (SLAB ON
NEW COMP, SHINGLE ROOF
(CLASS A MIN.) OVER 2 LAYERS 15# FELT
TO MATCH EXISTG
1 /4pp == 1 '— O'p
NEW PITCH TO
MATCH EXISTG
- NEW FASCIA
TO MATCH EXISTG
I REVISION
I NO. I DATE
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DRAWN BY:
J&R Int'l., Inc.
CHECKED SY:
J&R Int'l, Inc.
DESIGNED BY:
J&R Int'l, Inc.
DATE
01/31/05
SCALE
AS NOTED
JOB NO
04-153
FILE NAME-
A-3
DRAWING
A�3
OF
SHEETS
THIS DOCIfMENT, AND THE IDEAS AND DESIGNS INCORPORATEI) HEREIN AS AN INS'FRIJMI--,N'l- OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJFCT OTHER THAN THE ONE IDENTIPIEDHEREIN WITHOUT THE WRITTEN AUTHORIZATION, OF J&R INTERNATIONAL, INC, THISDOCUMENT SHAIf.NOrl-BFRl,,PROI)IJCFDOR MODIFIEDIN ANY WAY WITHOUT THE EXPRFSSEDWRJTTFN CONSFNTOF J&RINTFRNATIONAI,,INC. PLOT DATE: 08/19/05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING
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
I D" 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.
"M
1, GENERAL CONTRACTOR IS FULLY RESPONSIBLE TO
VERIFY ALL THE
EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS
BEFORE START OF WORK, ANY DISCREPANCY SHOULD
BE BROUGHT TO THE ATTENTION OF J&R
INTERNATIONAL, INC. IMMEDIATELY.
NEW FOUNDATION
EXISTING FOUNDATION
(N) 18"x18" THK
PAD FOOTING SEE-
W/4x4 POST 4)
jc 5/8 ORED HEAD
@ 24" O.C. (8" EMBED.
2" MIN. EDGE DISTANCE)
SCALE: 1/4' = 1'-0"
1. CONCRETE: All work, testing and inspection shall conform to the 2001 California Building
Code. Strength Design used for all concrete grades.
Concrete Strength Location
(28 day)
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 pod.
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 Doulgas Fir sheathing conforming to PS 1-83 United
States Department of Commerce and shall be grade stomped "D.F.P.A."
Exterior Clue.
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.
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 LEAST 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. END 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 R APPROVED EQUAL) FOUNDATION HARDWARE
PER MANUFACTURERS RR 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 MERE 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" 0,C,(TYP)
8, THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF FOR
CONTINUOUS FOOTINGS.
GOLD JOINT O.F.F.T. PLATE Ulf E,/a' DIA.X
AT 2 f=OUfR 12' A.15's -a4,S" O/C MIN. 4
2' X 2' x Bllre>' WASHERS
SLAB ON GFADE —
SEE PLAN NATURAL GRADE
OR APPROVED
COMPACTED FILL
#4 16 O.C.
24' t3 9 00
244
12
(2) #4 T/15 MIN., TYf=1IC_AL
6) ALL CONT. FOOTINGS, U.N.O.
'I""YPICAL INTERIOR FOOTING
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DRAWN BY: J&R Intl,
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CHECKED BY: J&R Int'l,
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DESIGNED BY: J&R Int'l,
Inc.
DATE 01/31/05
SCALE AS NOTED
JOB NO
04-153
FILE NAME: S1
DRAWING
S1
OF SHEETS
THIS DOCUMENT, AND TVIE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE ISTITE PROPERTY OF J&R INTERNAIJONAL, INC. AND ISNOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT onTER 'THAN THE ONE IDENTIFIED IJ1W,IN WITHOUT THEWRIT'IT-iN AUTHORIZATION OF J&R INIERNA11ONAL, INC. THIS DOCUIVIENJ` -,HAII.N"I'BFREPRODIJCFI)ORMODIFII---D IN ANYWAY WITIJOUT THE EXPRFSSEDWRITTEN CONSENT OF J&RIN`TE-RNAT[ONA1,INC. PLOT DATE. 01/28/05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING
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-------.._---------_.—_--------__.---------------____.__.____--_—_--._--...—._._._--_--
Roof Framing a
� '' I � � � � 'a'&m -1 21 tAl ol 1 1 6
( 2001 CRC ; SEISMIC ZONE 4 ) FRAMING MEMBERS
DOUGLAS FIR -LARCH
ZL VERTICAL: AT 16" O.0
A3/8" 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
22. 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
f� 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
5 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) .........7.70 PLF
L L 1 /2"(OR 15/32) STRUCT. I WOOD PANEL WITH 10d COMMON NAILS AT 2" O.0 AT....870 PLF
EDGES AND 12 O.0 AT FIELD (TABLE 23-11-1-1 UBC)
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.
B. 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 A TO Z6 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—II—E-1 AND 23-11—H UBC)
ROOF: JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32"WOOD STRUCTURAL PANEL P11 24/0,
WITH 8d's AT 6" O.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" o.c. BOUNDARY
6" o.c. EDGES
12" o.c. FIELD
SEE Sal 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,
Pii 32/16, w/tOd'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,
PII 40/20, w/lOd'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,
Pll 48/24, w/tOd's AT 6" O.0 AT EDGES AND BOUNDDARIES, 10" O.0 FIELD.
N E:
1. 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.
2. CONECTORS AND FASTENERS SHALL BE INSTALLED IN ACCORDANCE
WITH 2O01 CBC CHAPTER 23, DIVISION Ill.
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)
0 2X4 AT 16" O.0
{ 8 2X6 AT 16" O.0
2X6 AT 24" O.0
DE
2X8 AT 12" O.0
E
2X8 AT 16" O.0
EE
2-2X8 AT 16" O.0
2X8 AT 24" O.0
2XIO AT 12" O.0
Q
2XIO AT 16" O.0
JD
2X10 AT 24" O.0
(2)2X10 AT 16" O.0
Q
2X12 AT 12" O.0
IS
2X12 AT 16" O.0
0
2X12 AT 24" O.0
Pj
1 3/4 x 11 7/8" ML. 12" O.0
ACALIFORNIA FRAMING
PROVIDE 2x8 @ 24" O.0
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
PERPENDICULAR WALL AND/OR BOX -OUTS. (WHERE APPLICABLE)
No INDICATES MOMENT FRAME
SOLE
MARK:
PLATE NAILING LEGEND
DESCRIPTION
SPN4:
16d SOLE PLATE NAILING @ 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 2-2x10 @ 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'-O"
2x6
16" o.c.
13'-0"
2x6
12" o.c.
15-0"
2x8
16" o.c,
17'-6"
2X8
12" o.c.
19'-6"
200
16" o.c.
22'-0"
2x10
12" o.c.
24'-0"
CUTTING AND NOTCHING BORED HOLES
STUD STUD
STUD STUD
5/8" MIN. 518" MIN.
NOTCH NOTCH C BORED HOLE E30RED HOLE
--� 2x4 STUD 2x4 STUD 2x4 STUD 2x4 STUD
11/16' MAX. 1/8" MAX. 1 "i/lfv' MAX. 2 1/8' MAX.
2x6 STUD 2x(o STUD 2x6 STUD 2x6 STUD
2 3116" MAX. 13/&° MAX. 2 3/16" MAX. 3 5116" MAX.
40% ALLOWED 25% ALLOWED 40% ALLOWED ANY WALL 60% ALLOWED
NONBEARING PARTITIONS EXTERIOR WALLS AND ANY NONBERING WALL OR
BEARING PARTITIONS EACH BORED STUD DOUBLED
BORED HOLE NOT PERMTITED
IN MORE THAN TWO
SUCCESSIVE DOUBLED STUDS
CBC. SEC, 2320.11.9 AND 2320.11.10
MAX. ALLOWED NOTCHING AND DRILLIN1J
REVISION
NO. I DATE
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DRAWN BY: J&R Int'i,
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CHECKED BY: J&R Intl,
Inc.
DESIGNED BY-J&R Intl,
Inc.
DATE 01/31/05
SCALE
AS NOTED
JOB NO
04-153
FILE NAME: S2
DRAWING
S2
OF SHEETS
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE: 08/19JO5
GENERAL, CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING
(E) (N) NOTE:
PROVIDE CONTINUOUS SPECIAL INSPECTION
EQ. EQ. BY A CERTIFIED DEPUTY INSPECTOR FOR
EA. SIDE EQ. EQ MST48 (2)2x TOP PLATE ANCHOR RODS.
--SIMPSON ST22
SIMP. A34 4x4 POST PER PLAN THE INSTALLATION OF ALL EPDXY GROUTED
E3M PER PLAN (E) 2-2xPLATE
@ 48" O.C_ NEW EXISTING
U.N.O. -------------
EL_ 11 t # If _�l SIMPSON A35 - --------- 2-*4 DOWEL5
LA TOP PLATE FLUSH RIDGE BM
E4
(2)51MP5ON T622 SIMP. A34 _/ HEADER (5E PLAN) OR BOARD 2x RAFTERS
EA. SIDE EA- SIDE MST 48 (N) 2-2xPLATE (SEE PLAN)
44 POST ALT. LOCATION -A T
KING P05T SIMP. CB
PROGRESSIVE (3)16d's TOE NAIL
NAILING EA- SIDE OF HEADER
(2)SIMPSON T522
EA. SIDE 4
: 4' LUS, TYP.
iq ' ]w -"2 TRIMMER PER PLAN I -El I E�:l i I�E�l i
2#4 EA. WAY 4.SIMPSON 435 24" MIN, 80 9/16" dia. HOLE
AND INSTALL W1
5IMP50N SET EPDXY
18" ADHESIVE PER
BM OR WALL, PER PLAN (E) STUDS (E) STUDS (E) STUDS NOTE LC.BO. NO. 5219
-L%- - t_2x5lLL SPRAY BONDING: AGENT (INTRALOK OR SIMILAR)
2xSTUD w/16d NAILS AT THE JOINT BETWEEN OLD AND NEW CONCRETE
@ 4" O.C. PRIOR TO POURING: NEW CONCRETE.
KING POST SCALE 20 PAD FOOTING SCALE 16 CONNECTION SCALE 12 FULL HEIGHT STUD SCALE RAFTER TO SCALE 5 NEW CONC. FIG. SCALE
CONNECTION N.T.S. N.T.S. DETAIL N.T.S. CONNECTION N.T.S. FLUSH RIDGE N.T.S. TO EXIST FTG. N.T.S.
2x ROOF RAFTER
(N) SHT'G NOTE:
NOTE: B.N. PROVIDE CONTINUOUS SPECIAL INSPECTION
PROVIDE CONTINUOUS SPECIAL INSPECTION EDGE NAILING BY A CERTIFIED DEPUTY INSPECTOR FOR
IMP. A35 THE INSTALLATION OF ALL EPDXY GROUTED
BY A CERTIFIED DEPUTY INSPECTOR FOR
THE INSTALLATION OF ALL EPDXY GROUTED O.C. CALIF. 2x BLK'G W/E.N. ANCHOR RODS.
I
ANCHOR RODS- FRAMING WHERE H2OCCURS
2x RR PER PLAN
SIMPSON H2 @ 32" O.C.#3 TIES tv 16' O.C.
B.N, @ 24" O.C. ROOF SHT'G. (N)SIMP_ (N) 2xR.R ROOF SHT'G, A. WAY. (ALT. USE W.W.11.)
SIMP. A35 SIMPSON A35 (E)5LA
OR TS @ 48" O.C.
EXISTING FOOTING 4x POST PER PLAN 16d S.P.N. METAL 435 FROM R.R. AT 16" O-C 4 FOOTING
FLASHING TO PLATE2X C.J PER PLAN
2x FIRE BLK'G. 6" 18"
SILL PLATESIMPSON PHD2 W/(2)3/4"4 DIA. B.N. W/ 16d 8" O.C. 2& GA. MIN. E.N. W/4-16d NAILS @ ---------------------
-
BOLTS TO POST I I 2X BLK'6 CONT. *+ EACH SIDE (TYP)
++
WHERE OCCURES
fN)2xrb PLATES
-16d
BLOCK 5
-(E) 2x ROOF
EDGE NAILING RAFTER 14 (N) 2x 5LK. PLACE DIAGONAL 2-2x4 TOP PLATE
cod2x JOIST OR
Sllro' did. HOLE
• @ TOP PLATE
ROOF SHEATHING ALONG TO DBL 2x& PLATES PER
LEDGER, (SEE PLAN) FOR NAILING AND NAIL W1 �>
SHEAR PANEL 2-16d AS SHOWN PLAN HDIR OR BM. WHERE OCCURS (N)5LAB
WALL OR BEAM q - -J4J- PLYWOOD ABOVE HDR
04 DOWELS & 24" o/c
va" HVA wl SPECIAL INSPECTION PER PLAN UNINTERRUPTED
5/8" DIA. ALL ----- NSTALL W/ SIMPSON SET EPDXY PER PLAN NSTALL WI SIMPSON SET
EPDXY ADHESIVE PERTHREADED ROD ADHESIVE LC.BO. NO. 5279 NO. 5219
2" EDGE DISTANCE REO'D NOTE SPF;;-'4Y BONDING AGENT (INTIRALOK OR SIMILAR)
AT THE JOINT BETWEEN OLD AND NEW CONCRETE
PRIOR TO POURIN6% NEW CONCRETE.
CONNECTION SCALE 21 SHEAR TRANSFER SCALE 17 SHEAR TRANSFER SCALE 13 CALIFORNIA SCALE 10 EL DETAIL SCALE 6 CONNECTION SCALE 2
DETAIL N.T.S. N.T.S. N.T.S. FRAMING N.T.S. N.T.S. DETAIL N.T.S.
(3) 16d TOE NAIL TO 2X FIRE BLOCKING (PER NOTE)
16d'S @12" OC, STAGG, THRU STUD(TYP.) ROOF PLYWOOD SHT'G_
2x BLK'G.2' x 2* x 3/1&' WASHERS
HEADER PER PLAN W/ 8d's 0 6" O/C -2x4 FLAT
2X TRIMMER �SIMP. TS9 0 48"O.C, U.N.O. @ 48 O.C,
STUD U.N.O. ROOF
SHT'G. E_N_-j —2, FIRE BLK'G 3-16d COLD JOINT AT 2 POUR
12" MIN. BLOCKEDNAILS SLAB ON GRADE
-c-E. N. 24" MIN, UNBLOCKED /—DF.P.T. PLATE W1
3-16d (BEE PLAN) 5/0' DIAZ, 12' AB'S
BOUNDARY 2x RR NAILS 0 48' O/C MIN.
(N) 4x FLUSH 16d @ STUQWALL NAILING (B.N.) PER PLAN
SEAM (PEP, PLAN) 6" O.C.
(N) SIMP. A34 RAFTER OR
X HEAR BLK'G. :��'���Rlfvt JOIST CLEAR MIN.
EA. SIDE TRUSS TOP @ 48" O_a_ B. N.
OF BEAM CHORD FIELD
--SIMP. TS9 NAILING (TYP.) SIMPSON A-35 DOUBLE TOP
@ 24" O/C U.N.O.
RAFTERS PARALLEL @ 48"O.C. PLATES
<#I SEE PLAN
TO WALL RAPTO 2x STUDWALL PER PLAN NATURAL GRADE
z
OR APPROVED
4-16d SIDE z
per Stud :�:_ - / COMPACTED FILL
LAP & SPIKE TYP. EDGE SECTION 00
wl 4-16d < z -
60 NAILIING (E.N.)
ROOF SHT'G. ROOF SHT'G. NOTCH *4 0 16' O.C.
NOTES: _(N) 4x BEAM CN
OR WALL (PER PLAN) BOUNDARY NAIL
1. FOR NONBEARING WALLS USE 1/2" DRILLED ANCHORS AT ji AROUND ALL
4'-0" O.C. PER ICBO 1372. END DISTANCE = 6", A OPENINGS
EMBED 3" MIN. z T1. 1 X 1 FLAT
I
2. PROVIDE 2X STUD FIRE BLOCKING AT 8'-0" O.C. MIN. 2x BLOCKING
4 FOR nDF1[,11fANDU' Q17rQ An I nPATInNIQ SEE 01 PLANS SIMPSON LU w/ 16d \ /
3-16d 24, (2) 04 T/B MIN., TYPICAL
NAILS 12" 6 ALL CONT. FOOTINGS,
UN 0
@
4- FOR BEARING WALLS AND SHEAR WALLS SEE STRUCTURAL RAFTERS PERPENDICULAR EDGE BLOCKING
PLANS. ALTERNATE TO WALL WHEN SPECIFIED PLAN VIEW 2x4 FLAT
5, FOR SIZE OF TRIMMERS SEE PLAN, 2-2x MIN. ON PLAN @ 48 O.C.
TYPICAL STUD SCALE 2-22 CONNECTION SCALE 18 ROOF TO WALL SCALE 14 FRAMING MEMBERS ROOF SHEAR TRANSFER & SCALE 7 TYPICAL EXTERIOR SCALE 3
WALL DETAIL N.T.S. DETAEL N.T.S. SHEAR TRANSFER N.T.S. PER PLANS END ROOF RAFTER CONNECTION N.T.S. FOOTING N.T.S.
@_
(N) SHT'G
BN. TYP U.N.O. NOTE:
SEE DETAIL 1 FOR
6 PORTION TO BM. TO BE PLACE FACE GRAIN OF PLYWOOD 24' HOEDOWN REPETITIVE INFORMATION
PERPENDICULAR TO FRAMING UNLESS DBE. TOP PLATES MIN. SSTB Selection Table:
-IF
3-16d
//-NAILS. (TYP)
� /-RR. BY -
1 1 /2x3 1 /2
NOTCHED TO MATCH NOTED OTHERWISE. 4x C.X_wl_KHVUT
RAFTER SLOPE DIMENSION ,-SIMPSON ST6224 COLD JOINT AT 2 POUR
PER PLAN2� NAIL EDGE DISTANCE SHALL BE MIN. 3/8" . . . . . ... . . . . . . . . . . . . . AB ON GRADE
E3N. FROM EDGE OF PLWYOOD AND 2 X FRAMING SEE PLAN
8 MEMBER. (3/4" AT 3 X OR 4 X FRAMING
MEMBER.) x
TYP
7 2-2x TOP PLATES ,rSHEAR WALL
MAX. NOTCH PROVIDE BOUNDARY NAILING (B.N.) AT E N.
TYP (PER PLAN) 3 DIAPHRAGM BOUNDARIES, CHORDS, DRAG 4
Model-
2X,3X and 2-2X Sill-PL
Vono Pour
Two Pour
HTT16
SSTB 16
SSTB 20
HTT22
SSTB 20
SSTB 24-
HD 2A
SSTB 16
SSTB 20
HD 5A
SSTB 20
SSTB 24
HD 6A
SSTB 28
SSTB 34
HD 8A
SSTB 28
SSTB 34
HD10A
SSTB 28
SSTB 34
v I I TIES, OVER SHEAR WALLS AND WHERE WDUJ. x x DO NOT INSTALLI HTT or MTT
A SPECIFIED. HOEDOWNS RAISED OFF THE MUDSILL
OFW5
\ / � NOTE:
WHERE JOIST LAP/SPLICE SEE FRAMING HOLDOWN ANCHORS
RIDGE OCCURS)
CCURS AND PLYWOOD E.N.SIMPSON CSIro X1 PLAN. TYP. MUST BE TIED IN
BEAM NER
4� a E A. COR
1, ROOF SHEATHING 2x K.S. @ JOINT IS OFFSET, ADD #4 0 16- O.C.% slmp� PLACE PRIOR TO
Ek/S W/ 2 X 4 OR 3 X 4 NAILER AS a \ SSTB FOUNDATION
2, 2x ROOF RAFTER L BEAM PER PLAN) SHOWN: BOLT INSPECTION.
3. WALL OR BEAM PER PLAN 16 d's @ 16d @ 12" O.C. NATURAL GRADE
4. 2x FRAMING 3 12" O.C. APPROVED AS REQUIRED TO
POST OR t DEEPEN FOOTING
.4
5. EDGE NAILING @ TOP PLATE x RAFTER w/SLOPE PER PLAN COMPACTED FILL r
6. SIMP, A35 @ 24" O'.C, OBTAIN ANCHOR
T CEILING JOISTS PER PLAN (PER PLAN) # x_ EMBEDMENT
& 2x BLOCK @ 48" O.C. CONCRETE COVER.
UN.O
SHEAR TRANSFER SCALE 23 BEAM NOTCH @ SCALE 19 SHEAR TRANSFER SCALE 15 PLYWOOD LAYOUT SCALE SPECIAL SHEAR AT SCALE 8 SIMPSON HOLDOWN SCALE 4
N.T.S. WALL DETAIL N.T.S. N.T.S. DIAGRAM N.T.S. WINDOW OPENING N.T.S. W/SSTB N.T.S.
I
REVISION
I NO. I DATE
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DRAWN BY: J&R Int), Inc.
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DESIGNED BY: J&R Infl, Inc.
DATE 01/31/05
SCALE AS NOTED
JOB NO 04-153
FILE NAME. SD1
DRAWING
SDI
OF SHEETS
m IT
THIS DOCUMENT, AND -IMF IDFAS AND DFSICTNS INCORPORATED HEREIN AS AN TNSTRIJMENT 01, PROFFSSIONAL SERVICE ISTHE PROPERTY OF J&R INTERNA'11ONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONEIDENTIFIEDHEREIN WITHOUTITiF WRITTEN AUTHORIZAT]ION OFJ&RINTFRNAIJCNAL,TNC. THISDOCUMENT S.HAIJ,NOTBFRFPRODUCE-DORMOD*ln-)IN AN)*VAYWITHOUTTHE t-XPRFSSEla C0jjqq`T OEJ#6&9 L, INC. PLOT DATE: 08/19/05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING
L
Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R Certificate Of COMDliance: Residential (Part 1 of 2) CF-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
r_V_1 I
IAI 150(a): Minimum R-19 ceiling insulation.
rV_1 150(b): Loose fill insulation manufacturer's labeled R-Value,
lAl
F�-jl * 150(c): Minimum R-1 3 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does
L,�\J not apply to exterior mass walls).
150(d): Minimum R-13 raised floor insulation in framed floors or equivalent.
150(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no
El
greater than 2.0 permfinch.
FV_1 118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
I^ I
- - --------
FV] 116-17 : Fenestration Products, Exterior Doors and Infiltration/Exfiftration 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 sealed.
150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards,
❑
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
;�] r 110-13: HVAC equipment, water heaters, showerhead sand faucets certified by the Commission.
IJ1L\J
FX1 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
JAI 160(i): Setback thermostat on all applicable heating and/or cooling systems.
[VI150{j): Pipe and Tank Insulation
IAI
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: 050834 Page:5 of 14
NOTE Lownse 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)
FV_1 150(m): Ducts and Fans
1. Al 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-4.2 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 UL 18 1, UL 18 1 A, or ULI 81 B. 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
sealed 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 shall 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 eitherautomatic 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.
114: Pool and Spa Heating Systems and Equipment
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 inlets and a circulation pump time switch,
FV__1
IA 1 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. (Exception: Nan -electrical cooking appliances with pilot < 150 Btu/hr)
11 118 (f): Cool Roof material meet specified criteria
Lighting Measures
F1150(k) 1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/wau 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.
El150(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.
3.1 By EnergySoft User Number: 2299 Job Number: 050834 Paqe:6 of 14
GUERRERO RESIDENCE ADDITION 8/19/2005
Project Title Date
2205 S. Parton Street 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:
Total Conditioned Slab Area:
Building Type:
(check one or more)
Single Family Detached
F1 Single Family Attached
I❑I Multi -Family
1,400 fe
600ft 2
Average Ceiling Height: 8.0 ft
FlAddition
F1 Existing Building
Fv-1
A❑I Existing Plus Addition
Front Orientation: (West) 270 dect
Number of Dwelling Units: 1.00
Number of Stories: 1
Floor Construction Type: [j] Slab Floor
Const.
Component
Frame
Assembly
Location/Comments
lype
Type
U-Value
(attic, garage, typical, etc.)
Default Floor Prior To 1991
Wood
0.098
Exterior Floor
/ Over Grawlsr)ace (w/R-6 Credit)
Default Wall Prior to 1978
W ood
0,385
Exterior Wall
Default Roof Prior to 1978
Wood
0.047
Exterior Roof
Slab On Grade
n/a
0156
Covered Slab
w/R-0.0 Perimeter Insulation
R-13Wall (W.132M.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-Egg_t!2r
SHQQ
Shading
Yes
Z No
Yes / No
Front
(West}_
10-0
1.28
0.83
Bua Screen_
n
nx
El Fx]
Left
(North) -
64.0
0,60
0,65
Bug Screen
11
nx
1:1 E
Rear
(East)_
_12D
1,28
0.83
Bua Screen
F]
Fxl
El nx
Right
(South)
24.0
128
0.83
Buq Screen
xn
El Fxl
Rear
(East)
6.0
0.60
0,65
Bua Screen
1:1
FX1
El 0
Right
(South)
36.0
0.60
11
Bug screen
1:1
Fx]
1:1 E
F]
F1
n F1
F1
F]
n 1-1
n
1:1
❑
F]
F]
F1 FI
El
F]
n n
El
El
El El
Bun laitiation Tirne
: Oa(19JD5 12:26:52
Run Code:
11 24479612
Ener
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User Number: 2299
Job Number: 050834
Page: 3 of 14
III
GUERRERO RESIDENCE ADDITION 8/19/2005
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
Gravity -Wall Furnace 60% AFUE DmQdesc,/ No Fan n1a NoSetback Existing System
Gravity Wall Fuuwze- 63% AFUE Di ictles-z I/ with Fan --mla- No Setback 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
No Cooling 10 0 SFFIR Ducile s n1a No Setback - Ex-istina.System
No Conlin c --- 111A_
q 10 0 SFFR Dt No Seffiank - Wewq�tstern
WATER HEATING SYSTEMS Rated
Water Heater Water Heater Distribution # in Input
System Name Type Type Syst. Btu/hr
Tank Energy Facti 1 External
Cap. or Recovery Standby Tank Insul.
(aah Efficiency Loss (%) R-Value
1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), 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
Title/Firm: JORGE GUERRERO
Title/Firm: J&R INTERNATIONAL, INC.
Address: 2205 S. Parton Street
Address: 2115 W. Crescent Avenue, Suite 252
Santa Ana, CA 92707
Anaheim, CA 92801
Telephone: (714) 979-7917
Telephone: (714) 774-3528
Lic. #-.
08/19/05
08/19/05
(signature) (date)
(signature) (date)
Enforcement Agency
Name: Efrain Olivas
Title/Firm: ADVANCED TITLE 24
Address: 1235 N Harbor Blvd, Suite 235, Fullerton
Telephone: (714) 525-9824
08/19/05
lEneravPro 3,1 By EnerQVSoft User Number: 2299 Job Number: 050834 Page:4 of 14 1
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DRAWN BY: J&R Int'l, Inc.
CHECKED BY: J&R Int'l, Inc.
DESIGNED BY: J&R Intl, Inc.
DATE 01/31/05
SCALE
NONE
JOB NO 04-153
FILE NAME: EN-1
DRAWING
N...l
OF SHEETS
THIS DOCUMENT, AND THE IDEAS AND I)FSIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTFRNATIONAL, IN(. ANT) IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJFCT OTHER THAN THE ONEIDENTIFTED HEREIN WFITIOUTTHEWRITTEN AUTHORIZATIONOFJ&R IN-FERNATIONAL,INC, THISDOCUMENT SfiAII,NOTBERFPRODUCFDORMOI)IFIF�DINANYWAY VATHOUT-I'HEFXPRFSSFDWRITTTNCONSFNTOFJ&RINTI,--RNAUONAI.,,fNC. PLOT DATE 08/19/05
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING