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W. BORCHARD AVE.
SITE PLAN
SCALE: 1/8"=l'=O"
(E) 200 AMP.
ELEC. METER
TO REMAIN.
FIELD VERIFY BY
CONTRACTOR
45'
I
SHEET INDEX
A- I TITLE SHEET, SITE PLAN, DEMOLITION PLAN & MISC. DATA
A- 2 FLOOR PLAN & ROOF PLAN
A- 3 ELEVATIONS, SECTION & DETAILS
S-1 EXIST'G & NEW FOUDATION PLAN
S-2 ROOF FAMING PLAN
SD-1 STRUCTURAL DETAILS
EN-1 TITLE 24 ENERGY FORMS
DESIGNER:
J&R INTERNATIONAL, INC.
2225 W. BROADWAY AVE., E-301
ANAHEIM, CA. 92804
JOSE L. JUSTINIANO
(714)496-2737
joseLjusfiniano@sbcoobal.net
I a 0
416 W. BORCHARD AVE.,
SANTA ANA, CA 92707
avlall'2103101AI.
T24 REPORT PREPARED BY:
ADVANCED TTnE 24
12350 N. HARBOR BLVD.,
SUITE 235
FULLERTON, CA 92835
714.525.9824
t24@pacbefl.net
1,7 R . OSIRIS NAVA
416 W. BORCHARD AVE,
§ANTA ANA, CA 92707
LEGAL DESCRIPTION -
PARCEL No. 010-112-07
LOT No. 45 OF TRACT MAP No. 1406
CITY OF SANTA ANA
COUNTY OF ORANGE
GENERAL NOTES:
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AWHt-'IM RWS�CA 92604
114. go/. 1104-
45 r
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
W. BORCHARD AVE. F�9 REGULATIONS.
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ml &1 7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 5/8" STANDARD
DEMOLITIOIN PLA11'N" DRY TYP.
SCALE: 1/4"=l'=O"
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DRAWN BY. J&R Intl,
Inc.
CHECKED BY.- AR Int'l,
Inc.
DESIGNED BY: AR Int'l,
In
DATE A92VO405
SCALE
JOB NO A04-155
FILE NAME:
DRAWING
A...l
OF SHEETS
THIS DOCUMENT, AND THE IDEAS AND DFSIGNS INCORPORATED HEREIN AS AN INSTRIJMENT 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 ONFIDF�,MFTEDHERETN WITHOUT THEWRITIEN AUTHORIZATION OFJ&RINTFRNATIONAL,INC. THISDOCUMFNT SHALLNOTBERFPRODUCFDOR MODIFIEDINANYWAY WITHOUT THEFXPRFSSFDWRITTFNCONSENTOFJ&RMTF-RNATIONAT,.,INC.
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.
PLOT DATE: 01/1015 j
DO NOT SCALE THE DRAWLNIM
496 sq. ft./150=3.30 sq. ft. ATTIC
VENTILATION AREA REQUIRED
4.6 sq, ft. ATTIC VENTILATION
AREA PROVIDED
THE NET FREE VENTILATING AREA SHALL NOT BE LESS
TI4AN 1/150 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 1/4INCH.
71
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SCALE: 1 /4"=1'=O"
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SCALE: 1 /4"=1'=O"
EXIST'G 2x4 WOOD STUDS
WALL TO REMAIN
(E) EXISTING
(� (N) NEW
NEW 2x4 WOOD STUDS
WALLS
NEW 2x6 WOOD STUDS
WALLS
ELECTRICAL LEGEND & MISCELLANEOUS
NOTE:
ALL LICT14T SWITCHES TO BE DIMMER (EXCEPTION: FLUORESCENT I IGHT SWITCHES)
110 V DUPLEX OUTLET +12"U.N.O.
_ GFI: GROUND FAULT INTERRUPTER
WP: WEATHERPROOF
�-
1/2 HOT
110 V FOURPLF..,X OUTLET
110 V DUPLEX OUTLET IN FLOOR
TELEVISIONJACK
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TELEPHONEJACK
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HOSE BIBB
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SHUT OFF
---{FB
FUEL GAS
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FIREPLACE KEY
KEY NOTES
-bq - 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
EXHAUST FAN
SD HARD WIRED WITH BATTERY
BACK UP SMOKE DETECTOR
= = = = FLUORESCENT TUBE, SIZE
NOTED
n 30"x30" ATTIC ACCESS.
PROVIDE CERAMIC TILES 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.
3� LOW FLUSH. 1.6 GALLON TOILET FIXTURE.
® SHELF AND POLE.
5 RECESSED MEDICINE CABINET.
SHOWERHEADS NOT TO EXCEED 2.5
GALLON PER MINUTE.
n SINK FAUCETS NOT TO EXCEED 2.2 GALLON
PER MINUTE.
® WALL FURNACE TO REMAIN
® FULL HEIGHTLINEN CABINET.
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 (GFCI)
FOR ALL 125 VOLT, SINGLE-PHASE 15-AND
20-AMPERE RECEPTACLES INSTALLED 7 IN
BATHROOMS, GARAGES (EXCEPT DEDICATED
OUTTES) AND OUTDOORS WITHIN 6'-6" OIa
GRADE. (210-8(a) NEC)
3. PROVIDE WATER PROTECTION FOR ALL
RECEPTACLES INSTALLED OUTDOORS. (410-57
NEC)
4. ALL LIGHT FIXTURES IN BATHROOM &
KITCHEN AREAS SHALL BE FLUORESCENT.
LIGHT FIXTURES TO BE SELECTED BY THE OWNER.
5. ELECTRICAL LIGHT SWITCHES FOR BEDROOMS
TO BE ON ARCH CIRCUIT.
6. PROVIDE A.F.C.I. PROTECTION FOR BEDROOM CIRCUITS.
7. PROVIDE BATHROOM A MINIMUM OF (1) 20-AMP CIRCUIT
RECEPTACLE OUTLET. SUCH CIRCUIT SHALL HAVE NO
OTHER OUTLETS. THIS CIRCUITMAY SERVE MORE TITAN
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,
REVISION
NO. DATE .__7
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DRAWN BY:
J&R Intl, Inc.
CHECKED BY-
J&R Intl, Inc.
DESIGNED BY:J&R
Int'l, Inc.
DATE
02/04/05
SCALE
AS NOTED
JOB NO
04-155
FILE NAME.
A-2
DRAWING
A-2
OF
SHEET
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: 01/05
* 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 DRAW
12
NEW PITCH TO 121
MATCH
EXISTG
20 STUDS
@ 16 O.C.
R 13 BATT
u
INSULATION
NEW STUCCO
�o
TO MATCH EXISTG
+1
SECTION VIEW
5/8" GYB. BRD.
2x8 CLG. J. @ 16 O.C.,
PER STRUCT. DWGS.
W/ R30 INSULATION
X6 FLOOR J. @ 16" O.C.
PER STRUCT. DWGS.
W/R-19 BATT INSULATION
NEW BEDROOM
COMBUSTION AIR FROM
OUTSIDE THROUGH ROOF, WALL
ORATTIC 5f=ACE
VENT TO OUTSIDE
FRAMING MEMBERS
BOX -OUT FOR HIGH AND
LOW COMBUSTION AIR
HIGH COMBUSTION AIR OPENING W1
1/4'GAL. METAL SCREEN OVER SIZE
PER W.H. MANUF. SPEC.
Iro GA. X 1.5' WIDE MIN
GAL. STEEL STRAP
WATER HEATER
2 X STUD WALL W1 5/8' TYI=E 'X'
GYP. BID. ON EACH SIDE
Iro GA. X I.5'WIDE MIN
GAL. STEEL STRAP
LOW COMBUSTION AIR OPENING Wl
114'GAL. METAL SCREEN OVER SIZE
I=Ef;Z W.H. MANUF. SPEC
WATERHEATER CONTROLS
FIRE BLOCKING
CONTINUOUS LEDGER
5/0' THICK PLYWOOD PLATFORM,
TIGHTLY SEAL ALL JOINTS
3/4" 01A. X 5' LONG LAG
SCREWS THROUGH LEDGER
2 X LEDGER
WATER HEATER
I(o GA. X 1.5" WIDE MIN
GAL STEEL STRAP
- VENT TO OUTSIDE AIR
2 X STUD WALL W1 5/8' TYPE 'X'
GYP. BE). ON EA. SIDE
TIGHT FITTING DOOR Wf SEALS
PLAN VIEW NOTE:
WATER HEATER STRAPPING SHALL BE AT POINTS
WITHIN THE UPPER ONE-THIRD (1/3) AND LOWER
ONE-THIRD (1/3) OF ITS VERTICAL DIMENSION. AT
TLIE LOWER POINT A MIN. DISTANCE OF 4" SHALL BE
MAINTAINED ABOVETIIE CONTROLS W/J`HL
STRAPPING, (U.P.C. 5 10.5.)
NEW COMP. SHINGLE ROOF
(CLASS B MIN.) OVER 2 LAYERS
15# FELT TO MATCH EXISTING.
2x8 ROOF RAF`fER
@ 16" O.C., PER STRUCT. DWGS.
518GYB. BRD.
2x4 STUDS
16 O.C.
1:R 13 BATT
INSULATION
NEW STUCCO
TOMATCH EXISTG
VJW,Z-,TAU
SECTION
1TUD WALL
'.T. SILL
C. FOUNDATION
IN. ABOVE EARTH
1
R ABOVE PAVED AREAS
TYPICAL 5TUCCO: 1/8' 5TUCCO CEMENT PLA5TER
W1 EXPANDED METAL LATH OR WOVEN LUIRE LATH
FASTENED W1 11 GA. I 112LONG 1/1(9'DIA. HEAD
GALVANIZED NAIL5 BEFURRED MIN. 1/4, SPACED
IV CiC MAX
2x ROOF RAFTER
Q Iro O.C, PER STRUCT. OLLIG5.
UN_O. 12
ROOF SHEAT'G,
SEE STRUCT. DWGS. 4
COMP. SHINGLE ROOF -
(CLASS B MIN.) OVER
2 LAYERS 15" FELT
2x C. J. 6 !Co' O.C., PER
STRUCT. DWGS. W/R-30
BATT INSULATION
tj
SCALE WATER SCAL
A rr
ER HEATER N.T.S. EAVE DETAIL N.T.S.E
4
FRAMING MEMBERS
ROOFING MATERIAL
ROOF 5HEATIN(S
COPPER VALLEY
FLASHING, 28 GA. MINI_
EXTERIORFINISH
UNDERLAYMENT TO LAP
OVER FLASHING
Z BAR FLASHING AND COUNTER
FLASHING
Ix NAILER
S MATERIAL
;4
OPENABLE AREA
5.7 SQ, Ff. MIN.
U
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u
-4
20" CLEAR (MIN.)
FINISHED FLOOR
y4 OPERABLE AREA
5.7 SQ. FT. MIN.
34 1/8" CLEAR
(FOR MIN. 24- HEIGHT)
ALL SLEEPING ROOMS IN DWELLING UNITS BELOW THE, FOURTH FLOOR SHALL
HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY
OR RESCUE. THE EMERGENCY WINDOW OR DOOR SHALL, BE OPERABLE FROM THE
INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT TIDE USE OF SEPARATE
TOOLS. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR
OPFNABLI-i AREA OF 53 SQUARE F-EVETHE MINIMUM NET CLEAR I-LEIGHT
DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR WIDTH DIMENSION
SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR
RESCUE, THEY SHALT, HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCJ4FS
ABOVE THE, FLOOR. THE, TABLE, BELOW SHOWS THE MINIMUM HEIGHT AND WIDTH
OF REQUIRED 5.7 SQUARE FOOT OPENING.
WIDTH
27.51
281128.5
29
29.5
3
31,5
31
31.5
32
32. 33 33.5 3 34.5
HEIGHT
29.8
293
28.8
28.3
27.8
27.
26.911
26.5
26.1[,25
_J7
25.3 24. 24.5 24.1 2..8
[2N38
jWR_)TH
20 lFq
.51
20.5
21
21.5
20.
23
21.5
24.
2-1 26 26.5F27
q12
IRE 1
11
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40
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34.9
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1, "10 on
NEW ADDITION
UNDER FLOOR AMC
VENTILATION
496 sq. ft./150=3.30 sq. ft. UNDER
FLOOR AMC VENTILATION
AREA REQUIRED
9.84 sq. ft. UNDER FLOOR ATTIC
VENTILATION AREA PROVIDED
TYPICAL STUCCO
TYPICAL STUCCO: W8" STUCCO CEMENT
PIASTER OVER TWO LAYERS OF
GRADE I'D" PAPER W/ 11 GA. 11/2" LONG
7/16" DIA. HEAD GALVANIZED NAILS
BEFURRED MIN. 1/411, SPACED 1611 O.C.
MAX. OVER ALL WOOD BASE SHEATING.
EXISTG HOUSE
14 vv v_"lvjr.
SHINGLE ROOF
(CLASS B MIN.)
OVER 2 LAYERS e
15# FEIA
...... ...... .........
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NEW WINDOW
TO MATCH EXISTG
F.F.
-------------------- -------------------------------------------
lm
UNDER FLOOR
(47) 2 LOCATIONS.
u oas-ra (Typ)
t
12
(N) 1470" UNDER FLOOR
VENT (0.48 sq. ft.) (g) 10 LOCATIONS.
TO MNrCHF.YdSTG (TYP)
EXISTG HOUSE
F.F.
------------------------------------------------------------------------------------------
NEWADDITION
NEW COMP(
SHINGLE ROOF
(CLASS B MIN.)
OVER 2 LAYERS
15# FELT
TO MATC14 EXISTG
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NEW PITCH TO
MATCH EXISTG
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12
NEW FASCIA TO
- - - - - - TOr
NE'WWINDOW MATCH EXIS
TO MATCH EXISTG
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mum TO MATCH EXISTG
F.F.
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DRAWN BY: J&R Infl., Inc.
CHECKED BY -
AR Int'l, Inc.
DESIGNED BY- J&R Int'l, Inc.
DATE
02/04/05
SCALE AS NOTED
JOB NO
04-155
FILE NAME: A-3
DRAWING
A�3
OF SHEETS
THIS Docuwwr, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUME.NT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC- AND ISNOT TO BE TJSFD IN WHOLE OR PART FOR ANY PROJECT OTHFR THAN THE ONEADENT]IFIFT)HEREIN WITHOITT-ITIEWRITTEN AlrmoRizATjoN OFJ&RINTERNAJT0NALjNC. TIJISDOCTJMFNT SHAIJ,NOTBERE-PRODIJCFDORMODIfIFf)IN ANY WAYWI-fHOIJTTHEP-XPRFSSFDWRIM,-N CONSFNTOFJ&RIN-1-F.RNA-HONAI-,INC. PLO'r DAn.• 03/09/03
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIESS 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
EXISTING NEW
N
(E) STUD @ 16" O.C.
PROVIDE 2x BLK'G
(E) FLOOR
JOIST
VI PER PLAN
�r ---16d NAILS
@ 4"O.C_
"U" SIMPSON
HANGER
.N. I
b a = 2xfa
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(E) FVG
2x6 LEDGED
LAG 3SCREWS @
ti 8"O.C. TO 2x(E) BLK'G
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5'41 ," 5'-ll%." T-IIV,"
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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 {OR APPROVED EQUAL) FOUNDATION HARDWARE
PER MANUFACTURERS �R2ECOMMENDATIONS. 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)
T 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.
A1348
5/8" DIA. X 10"
ANCHOR BOLTS AT 48" O.C.
AB32
5/8" DIA. X 10"
ANCHOR BOLTS AT 32" O.G.
AB24 :
5/8" DIA. X 10"
ANCHOR BOLTS AT 24" Q.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.
NEW FLOOR SHEATHING-
3/4" STURD—I—FLOOR PLYWOOD, PJ, 40:20
NAIL w/ 10d AT 6" o.c. BOUNDARY
6" o.c. EDGES
10" o.c. FIELD
SEE SD1 FOR PLYWOOD LAYOUT DIAGRAM
NOTE:
1. GENERAL CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY ALL THE
EXISTING DIMENSIONS, ELEVATIONSBV AND CONDITIONS BEFORE
START OF WORK, ANY DISCREPANCY SHOULD BE BROUGHT TO THE
ATTENTION OF THE ENGINEER IMMEDIATELY.
2. (E) FT'G. 12"x18" FIELD VERIFIED BY CONTRACTOR.
NEW FOUNDATION
EXISTING FOUNDATION
• i • ACCESS
i
k SILL NAILING
FLOOR SHT'G
2XFLOOR J015T5,
PER PLAN
4xCo GIRDER
S(MP. CzI-l48-S �
cv tCi
m
b
12'
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 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.
GRO. 60: all the reinforcing.
3. BOLTS: Shall conform to A.S.T.M. A307.
4. LUMBAR: All iumbor 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.
win
INDICATES SPAN AND DIRECTION OF
ROOF JOISTS AND RAFTERS
FTJSANRDDEON OF
FLOOR JOISTS OOFDCK
Z
INDICATES SPAN AND DIRECTION OF
CEILING JOISTS
INDICATES SPAN AND DIRECTION OF
DECK JOISTS (SLOPED AS REQUIRED)
2X4 AT 16" O.0
t` l 2X6 AT 16" O.0
2X6 AT 24" O.0
D
2X8 AT 12" 0,C
2X8 AT 16" O.0
EE
2-2X8 AT 16" O.0
2X8 AT 24" O.0
LJ
2X10AT12"O.0
2X10 AT 16" O.0
2X10 AT 24" O.0
(2)2XIO AT 16" O.0
2XI2 AT 12" O.0
2XI2 AT 16" O.0
2XI2 AT 24" O.0
LJ
1 3/4 x 11 7/8" ML. 12" O.0
SOLE
MARK:
PLATE NAILING LEGEND
DESCRIPTION
SPN4:
16d SOLE PLATE NAILING @ 4" O.
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)
0
(E) STUD a lro` O.C. —
(E) SILL W/ 5/8 o RED
HEAD s 241 OC.
(E) FLOOR
JOIST
EXISTING NEW
K
(E) FV6
•►
2 -2x8
4x8 LEDGED (PT.)
Wf 5/ 'O'HUA` ALL
THREADED ROD a
24"0.C. (W/5PECIAL
INSPECTION)
r REVISION
NO. I DATE �I
f�
s.
w
00
>�Ze`
�z
zg
IN4
L)
cn cn
a
ON
U
vi
rn
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0
0
4
m
0
tT J
OC31
d'
w
W
T
W
3
In
0
DRAWN BY: J&R Int'l, Inc.
CHECKED BY: J&R Int'l, Inc.
DESIGNED BY=J&R Int'l, Inc.
DATE 02/04/05
SCALE AS NOTED
JOB NO 04-155
FILE NAME: S1
DRAWING
S1
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 IDEN1"II`IED 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: 02/01/06
* 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
* U,N,O.
PLYWD. SHT'G W/FN
(TO EACH JOIST WHEN DbI
FLUSH BEAM OR DBL JST.
SUMP. ST 6224. UNO
Alt. WST1 48 at Dbi [X/F
SEE PLAN FOR BRG. CONE
`0"�81TYP
Sim
Sim
Y--,4'1::= Lai �Dl
05
19
12
TT SD1
_
( 200C��C ; SEISMIC ZONE 4 ) FRAMING MEMBERS
/\ ���RR-��H
/�\
�-u_^ VERTICAL: AJ16. O%
ZN]/O WOOD STRUCTURAL PANEL WITH Od COMMON NAILS AT 8^ 0.0 AT
EDGES AND 12^ 0C AT 8E0 (TABLE 23-11-1-1 UBC) ---28U PLF
A3/8" WOOD S�NCTUHN-PANEL WITH 8d C0WW8N NAILS AT 4^ 8� AT
—Bj&EC AND 12^ {\C AT FIELD (TABLE 23-11-1-1 UBC) ---35O PLF
/3\ STRUCTURAL PANEL NTH Bd CONW0H NAILS AT J` 8C AT
^--~ EDGES AND 12^ O.0 AT FIELD (TABLE 23-11-1-1 UBC) ---4SO PLF
�! 3/8" WOOD STRUCTURAL PANEL WITH 8dCOMMON NAILS AT2^O.CAT
�--` EDGES AND 12^ O.0 AT FIELD (TABLE 23-11-1-1 UBC) ---848 PLF
/5\ �
1 008D STRUCTURAL PANEL NTH 10d CUWWUN NAILS AT 2^ O.0 AT
�--' EDGES AND12^ 0.0 AT FIELD (TABLE 23-11-1-1 UBC) ---Z7U PLF
/8\ 1/2y0R 15/32 STRUCl | 000D PANEL WITH 10d C0WN0N NAILS AT 2- &C AT
1140115111111111
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 YOQB STRUCTURAL PANEL iS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING
IS LESS THAN 6^ 0.C, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING SHALL BE JX OR O8[R AND NAILS STAGGERED ON EACH SIDE.
/\ /\
D. FOR SHEAR WALLS /7\TO /�\ USE THE FOLLOWING:
l) USE 3x MUDS|LL
2) USE 3x MEMBER @PANEL JOINTS 6L HORIZONTAL BLOCKING
]) NA|L\NCS SMALL BE STAGGERED
E. 10d SHORT BOX NAILS MAY 8[ USED IN LIEU OF 8d COMMON NAILS @SH[kR WALLS ONLY
F 2" , 2" x 3/16^ STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT.
(UBC SECT. 1808.61)
ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE | OR EXTERIOR
(TABLE 23-11-[-1 AND 23-11-H UBC)
UEW ROOF SHEATHING:
1/2. CDx PLYWOOD, P.I. 32/0
NAIL °/8u ATw^ o.c BOUNDARY
6^ o.c EDGES
12^ oc. FIELD
SEE FOR PLYWOOD LAYOUT DIAGRAM
NEW ROOFING:
CLASS '8^ ASPHALT SHINGLE ROOFING
NEW FLOOR SHEATHING:
J/*. STRuTuRAL 1^ PLYWOOD
NAIL w/ ,ou AT 4" oz. 000woARv
+' o.c. EDGES
lO^ oz. FIELD
SE[FOR PLYWOOD LAYOUT DIAGRAM
1. ROOF DIAPHRAGM NAILING 08EINSPECTED BEFORE COVERING.
FRACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
1 ALL WOOD CONSTRUCTION SHALL COMPLY WITH CODE SEC. 2320
AND MIN. NAILING WITH CODE TABLE 23-11-B-1. EXCEPT AS
SHOWN ON STRUCTURAL DRAWINGS.
°
=_,^��-^=�=_^^ .=_~�
CALIFORNIA FRAMING
DF#1: 8OUCLAS RR #1
DFS% UOU8LA3 RR SELECT STRUCTURAL
I a it"T'aa UT I I o [#I an-01 11 e I a
INDICATES SPAN AND DIRECTION OF
ROOF JOISTS AND RAFTERS
INDICATES ON OF
FLOOR JOISTS & RQ0` DECK
INDICATES SPAN AND DIRECTION OF
CEILING JOISTS
SPAN AND DIRECTION OF
DECK J0|5T5 (SLOPED AS REQUIRED)
A [XIST'G 2X4 AT 16^ O�C
8 2X8 AT 18^ O�C
C 2X6 AT 24^ O.0
D 2X0 AJl2^8C
E 2X8 AT 16^ �C
BE 2-2X8 AT !O' O.0
F 2X8 AT 24^ 8C
G 2XIO AT 12^ O.0
M 2X)O AT 16^ O.0
J 2XIO AT 24^ <lC
K (2)1X1O AT {M^ &C
L 2X12 AT 12^ &C
W 2X12 AT 16^ O.0
M 2X|2 AT 24' &O
CALIFORNIA
PROVIDE 2x8@ 24" O.C.
M=L INDICATES (1) 1 3/4 x 11 7/8^ M|CROLAM
P=L(OR PSL IN0CATESPARALLAM
LFA = LOAD FROM ABOVE
memo INDICATES INTERIOR BEARING WALL
APPLY SHEAR PRIOR TO FRAMING OF
x� PERPENDICULAR WALL AND/OR BOX -OUTS. (WHERE APPLICABLE)
L�
Op —INDICATES MOMENT FRAME
SOLE
MARK:
PLATE NAILING LEGEND
DESCRIPTION
SPN3:
16d SOLE PLATE NAILING @ 3" O.C.
SPN2:
20d SOLE PLATE NAILING @ 2" O.C. (PER DIRLILED HOLED)
NOTE: USE 2-2x1O g& 12^ O.C. UNDER "HVAC^
DBL. JOIST @ 2ND FLOOR FRAMING WHERE WE HAVE WALL
CEILING JOIST SCHEDULE
SIZE
SPACING
MAX.SPAN
D1
—,QOST
PORTION TO Bk TO BE
(PER PLAN)
NOTCHED TO MATCH
RAFTER SLOPE
DIMENSION
MAX. NOTCH
(PER PLAN)
(6 PLACES)
LBEAM (PER PLAN)
HDR (PER PLAN)
(PER PLAN)
2
C0'NNE%f_"'JrI0N DETAIL
BEAM @ WALL DETAIL
wRki
00
00
00
ON
*THIS DOCUMENT, AND -THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAI, SERVICE I0THE PROPERTY Or,J&R INTERNATIONAL, INC. AND I8NOT TO BE USED IN WHOLE OR PAR'FFOR ANY PROJECT OTHER THAN THE ONE IDENTIFIFDHEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INC. THIS T)000MENTSHA11YOr BEREPRODUCED OR 1\40DIFIFDIN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE: 02/01/05
^GENERAL ���/�����0����0������DD�����������l�����N��������0��������T�J� INC.������������� �
cun/ua�/ou |�l�K��0l0�A� cV��DlU�O0�. �� ��� ����� ��� DRAWING
NOTE:
(E) (N)
PROADE CONTINUOUS SPECIAL INSPECTION
SIMPSON ST6236 OR
BY A CERTIFIED DEPUTY INSPECTOR FOR
MSTI 36
THE INSTALLATION OF ALL EPDXY GROUTED
EQ. EQ. (2)2x TOP PLATE
EQ. EQ.
ANCHOR RODS.
(E) 2-2xPLATE MST48
SIMPSON ST22
48" O.C_
U.N.Q.
NEW EXISTING
2-*4 DOWELS -A
4 ox, 51MI-50N ABE,
mox-
HEADER (SE PLAN)
SHIM AS REQ'D. 2-2 x PLATE
MST 48 (N) 2-2xPLATE
2x RAFTERS
(SEE PLAN)
POST --------------- > SIMPSON CC 4xPOST ALT. LOCATION
PO, T
FLUSH RIDGE BM
OR BOARD
3/8" PLYWD BOTH SIDES PROGRESSIVE (3)1(od's TOE NAIL
W/ (10) 10d. NAILS NAILING EA. SIDE OF HEADER
O.C.
4
LUS, TYP.
TRIMMER PER PLAN
R
+
SIMP. A35 (TYP)
NOTE: 2 x SILL SIMPSON A35
24" MIN. 8" 9/16' dia, HOLE
AND INSTALL W/
SIMP50N SET EPDXY
NOTCH LARGER BEAM
ADHESIVE PER
TO RECEIVE SMALLER WHEN
(E) STU
X" IS GREATER THAN 4" (E) STUDS STUDS (E) STUDS
I- L
NOTE I.C.BO. No. 521c3
SPRAY IBONDING AGENT (INTRALOK OR SIMILAR)
2x SILL
AT THE JOINT BETWEEN OLD AND NEW CONCRETE
*U.N,O. 2xSTUD w/16d NAILS
PRIOR TO POURING NEW CONCRETE.
@ 4" O.C.
CONNECTION
SCALE
CONNECTION
SCALE
CONNECTION
SCALE FULL HEIGHT STUD SCALE
RAFTER TO
SCALE
NEW CONC. FTG.
SCALE
19
16
12
9
5
DETAIL
N.T.S.
DETAIL
N.T.S.
DETAIL
N.T.S. CONNECTION N.T.S.
FLUSH RIDGE
N.T.S.
TO EXIST'G FTG.
N.T.S.
FULL DEPTH
BLK'G
PLYWOOD FLOOR JOISTS,
POST (DBL STUD OPTIONAL 0
SHEATHING SEE PLANS
HD2 ONLY) SEE PLAN FOR HD.
ROOF RAFTER, TYP. SIMPSON HD2A
(N) SIMP. A34-- (N) 4x4 POST W/(2)3/4" Dlk
OR (N) FLOOR SHT'G BOLTS TO POST
(E) OR (N) SILL PLATE--,,"..,
2x ROOF RAFTER
F(E)
SLAB WHERE (N) 2xR.R.
PER PLAN
ROOF SHT'G.
- - - - - - OCCURS (N) SIMP.
SIMP- PC
fl SILL PLATE A35 FROM RR.
7
SIMPSON A35
BC
(N) SIMP. A34 — TO PLATE
SKEWED SIMPSON 'SU' JOIST (N) 44 POST
AT 16" O�C �
2X C.J PER PLAN
4 X 4 ;i
HANGER or FRAMING ANCHOR
W/5-16d NAILS 0
POST
WHERE RAFTER SPAN
11
2X BLKG. CONT. - - - - EACH SIDE (TYP)
+
SIMP. CBSQ44-SD 2 00
HIP BEAM, EXCEEDS 9'-0", OTHERWISE 4=
++ WHERE OCCURES
PER PLAN USE (3) 16d TOE NAILS SIMP. CBSQ44-SDS2
a- CN) 2x& PLATES
<
------ IG Cr W/2-led 19 EA.
4XSOLID BLOCK
B. N
GAP 00
0
OR POST 0-
5-16d
4- co I
(N) 2x BLK- PLACE DIAGONAL
1
ilt 00 ALONG TO DBL 2x8 PLATES
2-2x4 TOP PLATE
FOR NAILING. AND NAIL W/
PER
2-Irod AS SHOWN
PLAN HDR OR BM. WHERE OCCURS
00
_j PLYWOOD ABOVE HDR
z .1
5/8" HVA w/ SPECIAL
2#4 EA. WAY 0 0 5/8" DIA. ALL
INSPECTION USE (2)
THREADED ROD CARTRIDGES @ TWO -POUR
PLAN VIEW
CONCRETE
18" so.
18" SQ. FOUNDATION
PIER FOOTING
W/2-#4 EA. WAY
TYPICAL RAFrER TO
SCALE
CONNECTION
SCALE
CONNECTION
SCALE CALIFORNIA SCALE
SCALE
RAISED FLOOR
SCALE
20
17
13
10
SAVE DETAIL
6
2
HIP -VALLEY CONNECTION
N.T.S.
DETAIL
N.T.S.
DETAIL
N.T.S. FRAMING N.T.S.
N.T.S.
FOUNDATION
N.T.S.
(N) SHT'G
BN.
UN0.
. ........... * . ....... ...... ....
......... ... . ..... ........ . ... ........... ....... ......... .. . .........
......... ...... . .........
....... .. ..... ..... .
2x4 STUDS a IWOC. UNO
WALL FIN. PER PLAN 'BIDE BILL NAILIWG
12" MIN_ BLOCKED t
........ ... .. . .....
BM PER PLAN
24" MIN. UNBLOCKED
.........
........... . ......
............ .................
..... ... .
................. . . .... ... .....
EN�
-111, I'll -11 I'll -11
BOUNDARY
7 MMK'�C4LIF O'RNIA FRAM&=
.. ....... ------------... .. ...... ......
2x6 P.T. SILL W1
FLOOR JOISTS w/PLYWO. ANCHOR IBOLTS A
NAILING (B,N-) CUTTING AND
... .. ... z.. . .... . ... . . . .. .... .
FLOOR DIAP. PER PLAN PLATE WASHERS
T
BORED HOLES
C2)51MPSON T522 NOWBING
'\
2x eLKG w/A-35's 6 IWO.C. Q 40' O.C.
EA. SIDE
---------- 7V
(N) RIDGE
. .....
2
FIELD
NAILING (TYP.)
A
3
(N) HIP
FINISH GRADE
MEMBERS STUD —5/a* MIN.
7
2 04 BAR, TOP
a 1210.C. HORIZ.
Q 4W O.C.
bj (2)SIMPSON T522 NOTCH --BORED HOLE
0 C
TYP. EDGE
04 VERTICAL 24' O.C. 2 *4 BAR,
0 Z= EA_ SIDE
< NAILING (E.N.)
SIMPSON "HRC" 2x4 STUD 2x4 STUD
a 12'O.C. HORIZ.
6 45' O.C.
j
RIDGE TO HIP CONNECTOR
x
BOUNDARY NAIL 2xe, STUD 2x,:�o STUD
\ 1. (E) OR (N) ROOF SHEATHING
14
AROUND ALL 2 3/16" MAX. 2 Bllro* MAX.
Ivi
2. (E) OR (N) 2x ROOF RAFTER
F OPENINGS
PER PLAN R> 3. WALL OR BEAM PER PLAN
40% ALLOWED 40% ALLOWED ANY WALL
\INIZ
4. 2x ROOF RAFTER
TYP, 2 X 4 FLAT SM OR WALL PER PLAN NON-DEARING PARTITIONS
EDGE BLOCKING
5. 16d S.P.N.
12*
WHEN SPECIFIED
6. EDGE NAILING @ TOP PLATE
ON PLAN
7. SIMP, A35 @ 24" O.C.
HIP TO RIDGE SCALE CONNECTION SCALE
SCALE
RAISED FLOOR
SCALE,
21 FRAMING MEMBERS
14
SHEAR TRANSFER
7
N.T.S.
CONNECTION N.T.S. PER PLANS DETAIL N.T.S.
N.T.S.
FOUNDATION
HIP BEAM(S) NOTE:-
--STUD
2x4 STUDS 0 Iro'cl-a
UNO WALL FIN. PER NAILING
1. PLACE FACE GRAIN OF PLYWOOD STUD
PERPENDICULAR TO FRAMING UNLESS POST (DBL STUD OPTIONAL @ HD 2A-(2)5/8"- BOLTS —5/6, MIN.
12' 24'
DBL. TOP PLATES MIN. MIN.
PLAN 6 SIDE 2x SOLID
EN. 1 IBLK'G. -s 48
NOTED OTHERWISE. HD2 ONLY) SEE PLAN FOR HD, HD 5A-(2)3/4-"- BOLTS
— 2x BLOCKING
27/=ZZ�Z: 2Z/,-- 4 All r O.C. PROVIDE
HD 8A-(2)3/4"- BOLTS NOTCH BORED HOLE
I
FLOOR JOISTS — > (3)lrod EA. END
SIMPSON 'ST22' EA_ SIDE NAIL EDGE DISTANCE SHALL BE MIN. 3/8" HD 6A-(4)7/8"- BOLTS
2. FROM STUD 2x4 STUDDtAP
w/PLYWO. FLOOR
PER LAN
. . . . . . . /1� . . . . .
. .
EDGE OF PLWYOOD AND 2 X FRAMING —2,4
HD 6A-(2)7/8"- BOLTS
MEMBER. (3/4" AT 3 X OR 4 X FRAMING SLAB WHERE We' MAX. 2 I/a" MAX.
MEMBER,) OCCURS
L=1
- - - - - - -
Sill Plate 2xro STUD 2x& STUD
_&x
-SHEAR WALL
2xg> P.T. SILL W/
li
PROVIDE BOUNDARY NAILING (B.N.) AT x 1 3/&' MAX. 3 5/16 MAX.
EN.
ANCHOR E01_75 4
PLATE WASHERS
3. DIAPHRAGM BOUNDARIES, CHORDS, DRAG
4x POST CHAMFER TIES, OVER SHEAR WALLS AND WHEREII 25 % ALLOWED 60% ALLOWED
04 VERTICAL 24' O.C. a 48' O.C.
CORNERS FOR STRAP SPECIFIED. EXTERIOR WALLS AND ANY NONBERING WALL OR
BEARING PAKffr1ONS EACH BORED STUD DOIJBLED
wow.
—2 04 BAR, TOP
WHERE JOIST LAP/SPLICE BORED HOLE NOT PERA4rrrED
SIMPSON C516
SEE FRAMIWG
lit 12"O.C. HORIZ.
�,Z �,Z 0 40' O.C.
INMORETRANTWO
SIMPSON A-35 OCCURS AND PLYWOOD E.N.PLAN.
4. SUCCESSIVE DOUBLED STUDS
EA, SIDE JOINT IS OFFSET, ADD
0 EA� ICOFNER
TYP.
—2 04 BAR,
2 X 4 OR 3 X 4 NAILER AS Ir:" Y
BOTTOM
4XSOLID BLOCK'G
Tt- �j OR POST HD 2A 18" CBC. SEC. 2320.11.9 AND 2320.11.10
SHOWN:
a 12"O.C. HORIZ.
0 40' O.C_
16d 0 12" O.C. HD 5A 18"
FOUNDATION, HD 6A 24"
SEE PLAN
HD 8A 24"
3"X3"X1/2" HD 10A 24"
—TOP PLATES
PLATE WASHER
HD 20A 24" gj
# x
• UN.0
NOTE: USE SIMP. "CNIA('@ CRIPPLE WALL
POST TO HIP
SCALE
PLYWOOD LAYOUT
SCALE
SCALE MAX. ALLOWED
SCALE
SPECIAL SHEAR AT
SCALE
CONNECTION
SCALE
22
18 HOLDOWN DETAIL
15
8
CONNECTION
N.T.S.
DIAGRAM
N.T.S.
N.T.S. NOTCHING AND DRILLING
N.T.S.
WINDOW OPENING
N.T.S.
DETAIL
N.T.S.
I REVISION
I NO. I DATE
DRAWN BY: J&R Infl, Inc.
CHECKED BY: J&R Infl, Inc.
DESIGNED By-, J&R Int 1 1, Inc.
DATE 02/04/05
SCALE AS NOTED
JOB NO 04-155
FILE NAME: SDII
DRAWING
SDI
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 P
PLOT DATE 08/25/05
GENERAL
INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO STAXF OF CONSTRUCTION. DO NOT SCALE THE DRAWING
ROJEC-T OTHER THAN THE ONEIDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R IN'ffiRNATIONAL, INC, THIS DOCUMENT SHALLNOT BEREPRODUCEDORMODIFIED INANY WAY WITHOUT THEEXPRESSED WRITIENCONSENT OF J&RINTERNATIONAL,INC-
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 JAR
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 P
PLOT DATE 08/25/05
GENERAL
INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO STAXF OF CONSTRUCTION. DO NOT SCALE THE DRAWING
ROJEC-T OTHER THAN THE ONEIDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R IN'ffiRNATIONAL, INC, THIS DOCUMENT SHALLNOT BEREPRODUCEDORMODIFIED INANY WAY WITHOUT THEEXPRESSED WRITIENCONSENT OF J&RINTERNATIONAL,INC-
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 JAR
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
r-v--i ,
LAI 150(a): Minimum R-19 ceiling insulation.
Fv_1 150(b): Loose fill insulation manufacturer's labeled R-Value.
IAI
150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does
FX-1 not apply to exterior mass walls).
150(d): Minimum R-13 raised floor insulation in framed floors or equivalent.
❑1 50(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no
greater than 2.0 perm/inch.
F\_71 118: Insulation specified or installed meets insulation quality standards. Indicate type and form,
LAJ
FV1 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls
LAJ
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.
1 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
1 50(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards.
El150(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
I❑FV__1 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
^ I
y150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
I❑FV_1
A I 150(i): Setback thermostat on all applicable heating and/or cooling systems.
FV 1 I A I 1500): Pipe and Tank Insulation
1. Storage gas water heaters rated with an Energy Factor less than 0,68 must be externally wrapped with
insulation having an installed thermal resistance of R-1 2 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-1 6 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: 050835 Page:5 of 14
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
1,2M
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-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 UL181, UL181A, or UL18 113, 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 3611 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.
JA 1 115: 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)
❑ 118 (f): Cool Roof material meet specified criteria
Lighting Measures
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,
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.
L 3.1 By EnergySoft User Number: 2299 Job Number: 050835 Page:6 of 14
Certificate of Compliance: Residential (Part 1 of,2) CF- I F3
NAVA RESIDENCE ADDITION 8/19/2005
Project Title Date
416 W. Borchard 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: 1.323 fe
Total Conditioned Slab Area: ---aft 2
Building Type:
(check one or more)
Single Family Detached
El Single Family Attached
n Multi -Family
Average Ceiling Height: 8.0 ft
❑ Addition
❑ Existing Building
Fy__1
A I Existing Plus Addition
Front Orientation: (North) 0 deg
Number of Dwelling Units:
Number of Stories:
Floor Construction Type: E] Slab Floor
FX] Raised Floor
Const.
Component
Frame
Assembly
Location/Comments
Type
TyEe
U-Value
(attic, garage, typical, etc.)
Default Floor Prior To 1991
W ood
0,098
Exterior Floor
/ Over Crawlspace (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
R-13 Floor (F.13.2x&16)
W ood
0.048
Exterior Floor
/ Over Crawlspace (W/R-6 Credit)
R-13Wall (W.13.2x4.16)
W ood
0.088
Exterior Wall
R-30 Root (R,30.2x6.16)
W ood
0.035
Exterior Roof
FFNF2TRATION Shndinn Dpvieps,
Type
Orientation
Area
Fenestration Exterior
Overhang Side Fins
(SF) U-Eactor
al:E]C
Shading
Yes
No
Yes
No
Front
(Northl_
36_0
128
0.83
Bua Screen
1:1
IX-1
El
R]
Left
(East)
38.0
0.60
0.65
Bug Screen
1:1
nX
n
0
Left
(East)
20D
1.28
Q.83
Bug Screen
n
Fx1
0
Fx]
Right
(West)
4&0
0.60
0,65
Bug Screen
0
E
El
nx
Right
lNest�
1&0
1.28
0.83
Bug Screen
F]
E
El
M
El
F1
0
El
n
FI
F]
n
El
F]
0
El
El
El
El
F1
F]
F1
F]
F]
F1
El
F]
F]
El
0
El
El
Run Initiation Time:
08/19/05 12:59:34
Run Code: 1124481574
Energypro 31 By EnergySoft User Number: 2299
Job Number: 050835
Page:3
of 14
Certificate of --Compliance: Residential Part 2 of 2) CF-1 R.
NAVA 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
Central Furnace- 78% AFUE Ducts in Attic 21 Setback - Existing System
Gravity Wall Fi imace 63/oAFUE- Ductless./NoFan ____ilia No Setback bJPW2Vst11m
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 SEER Ducts in Attic setback ExLqtina.System No Cooling 10 0 'SFER Ductless n4a NoSetback New Sa/ let
WATER HEATING SYSTEMS Rated 1 Tank Energy Fact. i 1 External
Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul.
System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R-Value
A-0- SMITH FPS-50--224 Small Gas standard J_ ----45= 50 OM V_a_ n/a
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
701TARMT
Title/Firm: OSIRIS NAVA
Address: 416 W. Borchard Avenue
Santa Ana, CA 92707
Telephone: (714) 953-0344
Lic, #:
08/25/05
(signature) (date)
Enforcement Agency
Name: Efrain Cilivas
Title/Firm. ADVANCED TITLE 24
Address: 1235 N Harbor Blvd, Suite 235, Fullerton
Telephone: (714) 525-9824
Name: -Jose L Justiniano
Title/Firm: J&R INTERNATIONAL, INC.
Address: 2115 W. Crescent Avenue, Suite 252
T(
08/25/05
IEneravPro 3.1 By EnerqvSoft User Number: 2299 Job Number: 050835 PageA of 14
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CHECKED By'. J&R Intl, Inc.
DESIGNED BY: J&R Intl, Inc.
DATE 02/04/05
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JOB NO 04-155
FILE NAME: EN-1
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THIS DOCTJMENT, 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 BETJSFD IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE '[DENTIFTEDHEREIN WITHOI_JTTHE WRnTEN AIJTHORIZATION OFJ&R INTERNATIONAL,WC. THISDOCI.JME.NT SI-IAI,J,NOTBFREPRODIJCFDORMODIFIF�,DIN ANY WITHOUTTHEFXPRESSED WRITTEN OF INTERNATIONAL,T]NIC.
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 IN-IERNA-HONAI, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION.
PLOT DATE: 08/19/05
DO NOT SCALE THE DRAWING