HomeMy WebLinkAbout10146658.pdfI.NF.ORCINEP,
1. Reinforcing steel shall be deformed steel conforming to ASTM A-615 grade 40.
Deformations sludl be in accordance with ASTM A-305.
2. Welded wire fabric shall conform to ASTM A-82 and A- 185. Lap 1-1 /2 spaccs
19 inches: minimum),
I Detailing, fabrication and erection or reinforcing bats shall oonform to. ACI Manual
of Standard Practice for Detailing and Reinforced Concrete Structures, the most
current edition.
4. Concrete protection. for reinforcement shall be at least equal to the diameter of the
bars. Minimum cover for cast in place concrete shall be as follows:
a. poured against earth 3 in.
b. poured against form below grade 2 in.
c. formed stabs 3/410.
d. slabs on grade (from top of stab) I in.
e. column and beam main bars, ties, 1-1/2 in.
stirrups and spirals
C walls exposed to weather:
#6 and bigger 2 im
#6 and smaller 1-1/2 in,
g, walls not exposed to weather 3/4 in.
5. Bars shall be clean of rust, grcaso, or other matcrial Iftly to impair bond. bends shall
be made cold,
EXISTING DWELLING
NEW ADDITION
REMOVED WALLS
1. Concrete Strength: 2,500 psi @ 28 days. Use type II or V cement
2. Steel reinforcement: Grade 40, deformed.
3. Anchor bolts: 518"0 X12" long wl 2-112" x 2-112" x 114" steel washers.
4. Lumber: Use Douglas Fir, Larch No. 2 or better unless otherwise
on framing plans.
5. Provide a minimum of 3 V sever line with 2 % min.slope.
6. Stucco lath and drywall shall be nailed to all studs and top-bottm plates.
7. Use 2 -15#felt backing when stucco is applied over plywood, UBC Sec. 2501.4.
8. all work shall comply with the following codes including local amendments.
2001 California Building Code
2001 Mechanical Code
2001 Plumbing Code
2001 National Electrical Code
FOUNDATION VENTILATION
Area:: 410 Sq.Ft. (1 / 150) -7� Sq.Ft.
Provided:
(9) - 14" X 4" JOIST VENT. = 3.42 5 cI,. ft.
(1) -24,, X 1 8o FOUNDATION VENT. w 3.00 5, 1. ft.
TOTAL G.42 Sq. Ft.
"LOT SCOPE"
Lot Area : 6,529-16 Sq.Ft.
Existing Dwelling 1116 Sq. Ft.
Existing Garage 473 Sq. Ft.
Proposed Addition 410 q. Ft.
Proposed Total Dew ing 1999Sq. Ft.
Proposed Total Coverage 199916,529.16,5q. FtLess Than = 30%
'4
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133'-2"
(E) A/C UNIT
NEW DWELLING
00
SINGLE STORY'
21 r-O"
410. 5cl. ft.'
01
FRONT YARD
17'_0" (E) POOL
01
AY
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i
EXISTING DWELLING
i
SINGLE STORY
AROUND GINDER
I I I G Sq. ft.
00
r
28141f
191-6" 00 (E) GARAGE
473 Sq. ft,
00
21
(E) DRIVE WAY
5
C111
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AJ
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5/80 Dowel, 5" MIN.
B Embedded into EX15tncHo,
Embedded G
Vonc.Into a 7/80 x 6 J16 G 11 Hole
GO
f fl W t
11 1 h pour rock 22
8
T I- I TYP_
1"LA-1KNING DIVISION
MASTER
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—(
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PLOT PLAN
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SCALE: 3132"= 1'-0"
IN L T
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DOU5LE THE J015T5
UNDER EVERY WALL
RUNNING PARALLEL TO
R. J5T5, 31'4 1 "
24"X 18" foundation
Vent wl 114" Sq. G.I. Screen.
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GIRDS
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Double the joist
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SQUARE G RJ
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DEEP
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8
(E) VENTS
(F) VE I`
ITS
(E) VENTS
A135 @ 4- O.C.
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FO UNDA TION P L A N_
SCALE: 114"= I �-O" N
D
GIRDER POCKET
W17 1 /2" AIR SPACE
AROU
ND GIRDER
3 RING
/8 Dowel, 5" MIN.
Embedded into ffxi5tin
Conc. Into a 7/50 x G Hole
Aninle GO"
Fill With pour rock
(E)24"X 15"
fOOUND
PENINATIONG
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TITLE
Q�
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4104
DATE
REV.
9-13-04
PL
2-01-05_
PL
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-Please Note
It Is the responsibility of the
purchaser of this plan to perform
the following before
1) Contractor must verify ALL
DIMENSIONS prior to commencing
construction.
2) Contractor must verify
compliance with ALL LOCAL
BUILDING CODES In the area
the home to be constructed.
3) Do not scale plans, any
descrepancles notIfty the designer
of the project before constructing,
JOB #
DATE
7-22-04
PROJECT
Mr. Ford Loverring
Mr. John Davies
1142 S. Ross St.
Santa Ana, CA. 92707
(714) 953-8551
SCALE: AS NOTED
DRAWN
SHEET #
PL
COMFO51TION SHINGLES—
CLA55 " A" OVER GRADE "D"
fFLT. USE GALV. NAILS
TO MATCH EXISTING
rp-
(N) SPARK ARRE5TO
FIREPLACE ICBO # ER-501 7
INSTALATION � SMALL BE IN
ACCORDANCE w/THFIR L15TING
ROOF. TYP.
IM0
ww�
am
(F) FIREPLACE
15-r"ll
00
Y
AD
DITION',
-------------- ------ Line---�j
-1 " STUCCO FIN.
OVER STUCCO WIRE
TO MATCH EXISTING
COLOR TEXTURE
SOUTH
SCALE:114" = 1'-0"
(F) FIREPLACE
1811 x 9" DORMER
VENT.TYP.
COMPOSITION 5HINGLE5
CLA55 " A" OVER GRADE "D"
FELT. USE GALV. NAILS
TO MATCH EXISTING
Ikili
L6LIll
----------- P- -------------- t- ----------
SCALE: 114" = I'-Olp
L-4" X 14" foundation
Vent. (Typ. of 9
G.I. WEEP SCRED
(N) SPARK ARRE5TO
FIREPLACE ICBO # ER-5017
IN5TALATION SHALL BE IN
ACCORDANCE w/THEIR L15TING
Roof, Typ-
f Ir, Line
(N) SPARK ARRESTOR
FIREPLACE ICBO # FR-501 7
IN5TALATION SHALL BE IN
ACCORDANCE w/THFIR LISTING
ROOF. TYP.
KEY TO ADDITION
= EXISTING WALLS
= NEW WALLS
1 1-1 1 1 1114.
OVER STUCCO WIPE
TO MATCH EX15TING
COLOR TEXTURE
1811 x 9" DORMER
k 1=111r -r\.10
Vent. (Tyr. of 9
fAFA
SCALE:114" = F0"
SPARK ARRE5TO
FIREPLACE ICBO # ER-501 7
IN5TALATION SHALL BE IN
ACCORDANCE w/THFIR LISTING
R001'. TYP.
f Ir. Line
5 -.12 PITCH
COMPOSITION SHINGLES
arowN
COMP051TION SHINGLES
CLASS " A" OVER GRADE "D"
FELT. USE GALV. NAILS
TO MATCH EX15TING
6t 3 It
016
no
------------------------------------------ ------------
WEST w ,
SCALE: 114 " = I t-0
SPARK ARRE5TO
FIREPLACE ICBO # ER-5017
IN5TALATION 5HALL BE IN
ACCORDANCE w/THFIR L15TING
ROOF. TYP.
(E) FIREPLACE
9
00 00
'NEW,:
N ADDITIO
k
'
.......... I I
---------------
I " STUCCO FIN.
OVER STUCCO WIPE
TO MATCH EXISTING
COLOR TEXTURE
-G.I. WEEP SCREED
4" X 14" foundation
Vent. (Tyr. of 9
T/ TL E7
DATE REV.
9-13-04 PL
2-01-05 PL
PLANNING & DESIGN
8050 E, FLORENCE AVE., SUITE #210
DOWNEY, CA 90240
(562) 928-5016
JOB # DATE
7-22-04
PROJECT
Mr. Ford Laverin
Mr. John Davies
1142 S. Ross St.
Santa Ana, CA. 92707
(714) 953-8551
SCALE: 114"=1'-0"
DRAWN SHEET #
PL 2 01;18
1 1
U $HEAR WALL SCHEDULE 11,997 U.B.C.1
WALL
WA
MARK
SHEAR,
CAPACITY
WALL SHEATHINO
SILL CONNECTION
TOP ANCHORAGE
(blocking to wall)
7/ P*
-STUCCO OVER PAPER OACKED
5/8" A.S.
0
72* O.C.IMPSON
A35
0 32'v
LATH
W/ 16
a STAPLES 0'6"
O.C.
TO CONC
OR
MASONiY
O.C.. OR 16d
NAIL
TOP
4 BOTTOM & E.N. & F.N.
10d SPN
0 8" O.C.
0 SU O.C.
(PER
I.C.S.O. REPORT # 1823)
TO WOOD
260
3/8*
STR. If
PLY W/ 8d 0 6' Q.C.
5/8,11 A.B.
9
48* 'O,C..
SIMPSON A35
0 20*
E.N.
& 12"
O.C. F.N,
TO. CONC
OR
MASONRY ,
04� OR 164
NAIL
16d SPN
0
6* 0.1�.
0 6* O.C.
TO WOOD
10
1/2"
STR. 11
PLY W/ I Od 0 r
O.Cj,
5/8* A.B.
0
36" O.C.
'IMPSO S N A35
0 16"
E.N.
dt 12"
O.C. F.N.
TO CONC
OR
MASONRY
O.C. OR 16d
NAIL
16d SPN
0,
4" O.C.
0 e O.C.
TO WOOD
*2
460
1/2*
STR. II
PLY W/ 10d 0 40
O.C.
5/8" A.B.
0
30' O.C.
SIMPSON A35
0 12
E.Nio
12"
O.C. F.N,
TO CONC
OR
MASONRY
O.C. OR 11 6d
NAIL
161d SPN
0
a A, O.C.
0
TO WO(
600
1/2-
STR. it
PLY W/ 100, 0 3"
D.C.
4/8" A.S.
9
24* O.C.
SIMPSON A36
0. 8*
E.N,
t1C 12"
O.C. F.M.
TO CONC
OR
MASONRY
O.C. OR 16d
NAIL
16d SPN
0
2-1/2" O.C,
0 2-1/20 O.C.
TO WOOD
#14
770 .
1/2"
STR. 11
PLY W/ 10d 0 2"
O.C.
5/8" A.S.
0
18' O,C.
SIMPSON A35
& 12"
OZ F.N.
TO CONC
,OR,
MASONRY
60 O.C.
'E.N.
30d SPN
0
34 O.C.
TO WOOD
$70
1/2"
STR, Z PLY W/ 1 Od: 0 2"
O.C.
5/8" A-8.
0
160 O.C.
SIMPSON A36
0'
E.N.
& 12"
O.C. F.N.
tO CONPNC
OR
MASONRY
6 O.C,
30d S
0
3," O.C.
TO WOOD
ALL EXTERIOR WALLS To BE SECURED WITH 5/8* DIAMETER BY 1018 LONG ANCHOR SOLT
AT 48,, O.C. WITH 7* MINIMUM EMBED. INTO FOOTING, UNM OTHERWISE NOTED.
2. ALL INTERIOR, WALLS TO BE SECURED WITH SHOTPINS, RMSET #3344 ( OR, EQUIVALENT) 0 34
O.C. AT SEARING WALLS AND 48" O.C: AT NONE -GEARING WALL% UNLESS OTHERWISE. NOTED.
3. CODE MINIMUM (2) ANdliO . R BOLTS PER PANEL,
4. CODE MINIMUM 16d SPN 0 16" O.C. AT CONNECTION TO WOOD.
WHERE DOUBLE 2x, SILL, PLATES ARE USED, PROVIDE PROGRESSIVE NAILING.
6, ALL 1"LS ARE COMMON NAILS.
7. USE STUD 0 1,6" O.C.. MAXIMUM; UNLESS OTHERWISE NOTED.
8. 5/8" DIAMETER ANCH 1 0 BOLT MAY BE REPLACED BY 5/8- DIAMETER THREADED ROD, 4'
MINIMUM INTO THE CO RET.E, CLEAN, THEN FILL WITH EPDXY; SIMPSON ET22 (OR EQIV.)
IC80 REPORT #4945; PECIAL INSPECTION REQUIRED.
9. USE 3x STUD AT PANEL JOINTS AND 3x BOTTOM PLATE AT FOUNDATION' USE 12^ LONG
ANCHOR SOLT WHERE 3x'MUC)-SILL PLATE IS USED. 0 WALL ELEMENT$, "12", "1'364►
0 14 *", .& "15",
10. WHERE SHEAR WALL -ELEMENT INSTALLED ON 'BOTH SIDES, THE SPACING FOR THE ABOVE TOP
ANCHORAGE AND SILL CONNECTION SHALL: BE HALF SHOWN ABOVE: UNLESS OTHERWISE NOTED
ON PLANS.
(I. PROVIDE A MINIMUM OF 1/2' EDGE DISTANCE FOR NAILING AT THE 3x BOUNDARY AND PANEL
EDGE MEMBERS OF THESE WALLS.
12. ALL, ANCHOR BOLTS, SHALL HAVE 2" SQUARE x 3/16- THICK METAL WASHERS.
+ 0. STAGGER PLYWOOD EDGE NAILING 0 WALL TYPES 12, 13, 14, & 15.
1. All sUwUU31 lumber shall be 1)ouglas Fir lArch of the following grades'.
a. Stud grade
b, joists, *oists, Mftrs No. 2
�
c. 4x beams and header$ No. 2
d. 6x and larger beams and heOrs No. I
No. i
e. posts
2. Structural PlYWOOd SWI be DwStas Fir conforming to U>S> Product Standard
PS-1-74 CDX with exterior,gluey and sWI be stamped by an approved
fabricator,
3. Installation of verb .:and horiMntal sheathing shall be approved by the city
inspector prior to covering:
4. Nostructural member shall be cut or notched unless specifically shown, noted
or approved by the engineer.
5. Maximum moisture content for all structutal members shall W 199/0 unless
noted otherwise.
6. Bolt holes to be nominal diameter of bolt plus 1/16 inchi unless noted otherwise.
provide washers . under heads and nuts of allbolts and lag screws bc4ting On wood-
7. All mud sills shall be Utated wood and shall conform to UBC sect. 2317.4.
8. Framing bangerscaps, holdowns, bases, anchors, conncetOrs, etc. shall be as
manufwtutW by -"Simpson Company" (no substitl1tiOnS . without pit or approval Of
the sloped hwdwarc ,r) Frwnm& corldlilow w4wring skewcdL offset and/or
shal,l be verifited by ft contractor for to cmtruction. All &"epancias shall be
called to the attention of the engineer and be resolveA before prowAng with the
work.
9. The number of nails connecting wood members shall not be less than the amounts
set forth, in UBC Table 23-1 wQ. substitutions shall be,
10. All nails called out on thew plans shall be common type. Any
approved by the engineer prior to use.
11. Provide 2x minimum solid blocking at the ends of all joists. and, at a minimum Of
g ft.. on venter for 2x12 joists. 2xl4joists.
12. Provide, conttauous edge support along top and bottom of all
13. Built-up framing mOtAbers shall be fastened as f011ows (no splices permitted):
.2 -7i2x 16d at 12 in o.c, staggered, top and: bottom
3-2x 5/8 in. diam, KB.- at I& in, O.C. staggered, top and bottom
4-2x 518 in. diam. K& at 16 in'. o.c. staggered, top and bottom
14, All studding shall be continuoud between i
between points of lateral support.
15. Provide double joists under all parallel parfitiOnS.
1, 6. 20 studs shall not excccd10 ft. in height-
2-2XG J5T.
I r
2X J5T,
U24 U24
L
HANGER HANGER
(Typ') 2-2XG ZT. (TYP.)
FKA
01 M1 N 4;r OPP or
ROOF SHEATHING,
1/2" STRUCTURAIXPLYWOQD SHEATHING INDEX NO, 24/0 VA114 EXTERIOR GLUE USE ed NAILS AT V
O.C. AT ALL PLYWOOD EDGES. 19OUNDARIEt AND SHEAR WALLS# 12" O.C. FIELD..
BLOCK ALL EDGES,
FLOM SHEATHING:
S7'RUCTURAL3L T&O PLYW( ,)OD SHEATHING INDEX NO.Oiz/110 WITH 'EXTERIOR GLUE. USE 10d
NAILS AT 0" O.C. AT ALL PLYWOOD EDGES, BOUNDARIES AND SHEAR WALLS, I O.G.No
BLOCKING UNLESS NOTED ON PLANS. W C FlELD
NOTES;
"W"aw
1. 3 OR MORE MULTIPLE JOIST SHALL 89 SOLTED, TOGETHER WITH 1/2-0 SOLT$ AT 24- O.C.
STA07-RED. RE -TIGHTEN DOLTS PRIOR TO APPLYING FINISH MATERIAL
2. ALL NON-BEARINO 8ALLO% FRAMED WALL EXCMNO 14!-(r IN NEWT AND NOT SUPPORTED BY
CEILING a,4T AT EITHER SIDE SHALL SE FRAMED V41H 2x8 STUDS, AT too O.c� (NOT TO. EXCEED
201-00), ftjv!� or r6owRok- WAU4 wolf- lat-do 1#1 w4wr.
3. STUD WALLS, (EXCEPT CRIPPLE WALLS AT RAISED WOOD FLOORS) SUPPOR11NG, M FLQMS AND
,A ROOF SHALL 13E FRAMED 1ATH 24, OR 3X4 STUDS AT 16* 0.0.
4. PROVIDE DOUf 3LE FLOOR JOIST UNDER ALL PARALtIL NON. BEARING PARTITIONS,
S. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER
ER ALL BEARING, WALLS,
6. CEILING JOIVS SHALL BE 24 AT I V O.C. (SPAN 14"-1' MAX). U.N.O.
7- USE SIMPSON PC OR EPC ON ALLON UNLESS NOTE OT R .. POST/SEAM CONNECTION 0 HE wi
PLANS. 1 5 SE ON
8. USE SIMP. U-HANGERS ON ALL JOIST/BEAM/SeAM CONNECTIONS UNLESS NOTED OTHERWISE ON
PLANS.
SCALE: 114 "= I ,-O"
K99
1. The minimum ultimate compressive streno of. concrete (f 0 at 28 days shall be 2500
psi (3000,psi for grade beams). ghtwdrll�"
2. All concrete, unless otherwise noted, shall be regular Wei
(weight= ISO pef). Aggregates shall conform to ASTIR C-3 3 with proven shrinkage
charactedi sti ps of less than 0.005.
3, Cement,StWl confom to ASTM. C-1 50 (type 11) unless alkalinc soils ure'Prcsent- Use
A* V. Cement wilen soils. have high sulfate content.
Mt on, Minimum of 5 daysai
r
fter
4. Concrete shall be m4itAin0d " a moist COnditi � for a
placement. Alternate mediods of curing will be approved if satisfactory performance
cati be assurcd
.5. Concrete SWI not free fall more than 6 feet. Use tremle or pump.
6. Keyed consuvaion joints shall be used in all cases. All construction joints <sball be
thorougWy cleaned and aillaitance shall be removed. All vertu joints shall W
thoroughly wetted and slusW with a cmt of neat cement lmmecbatcly before placing
of now concrete.
7, prior to concrete placement reinforcing, bars and embedded items shall be well
secured in position.
a. S1eCVC3 not spec Bally shown, in the drawings shall, be located bythe trades, involved
and the..1ocafiOnS shall be rovie-wed by the engineer before coney ft placetrimt
9. Special inspwtitrn -shall provided for all concrete with f c = 3000 psi or greater.
0
91FILPOINE
TITLE
.DATE
REV.
9-00-04
PL
PLANNING & DESIGN
8050 E. FLORENCE AVE., SUITE #206
DOWNEY, CA 90240
(562) 928-5016
JOB #
DATE
7-22-04
PROJECT
Mr. Ford Laverin
Mr. John Davies
1142 S. Ross St.
Santa Ana, CA. 92707
(714) 953-8551
SCALE: AS NOTED
DRAWN
SHEET #
PL
3 e:?� 8
MP jW V
OF
-W
AW,
AO Im
x Mt
ild ng Code and all
1. All work shall. co.Mply With provisiolig.of tho 1.997 Uniform Bull , t
other local,, state and federal regulations.
4 and wall
2. see Architectural &awings for dimcaslons, and size/locatioli of all, floor
openinA, floor finishes, etc.
cvordinating. the work of all trades and
3. The contracAor shall beresponsib for
sl S1
check all dimen ions. All discrepancies shall be called to the attention of the.
hal
en 0,n2 WA g 'ththework.,
geer for rmlutiot, ON Proceed") with
and_4Cta112 dV rucon shall 110t be made without prior
is of const ti
4. ChgagosM.raming P.
wdtm appmal: of the engineer.
Ar structure and do not
and cations representAhe finished tUre
5. These drawings SPC01
indic Ise ano direct tie
'ate the tnet" of construction. The contrwor shall superv,
nsib �. for construction !nethC#dS,, techn*quesl sequences
work and. shall be solely resPe to, , - # ,
*$ its ,j9 the site by the engineer
and, Procedures, shonng, br4eing, etc. Observation, V1
shall not 'include inspection$ of thq.pr0tpctjve. Measures of the .constrwtidn
procedures•
l e
6. All suspended or Mf-mQuntcd mcchan"cal equipment steal blaterally braced.
0 1 tted to * the engineer for TCVICW prior
1, Any �rcqutred shop, drawings shall be subm.
to fabriwion.
WATER HEATER W/ EARTH
QUAKE STRAPS AT TOP
BOTTOM * MID WAY. OVER
RAIDED G" ABOVE THE GROUN
14'4"
2 OX570 a
2 0X52 "0
0
0 Plumb. Wall—,�
2xG 5tud Wall
EXHAUST PAN w/
5- AIR CHANGES
PER HOUR.
P
0
LIVING ROOM
C�
oc", (E) EXHAUST fAN--
CJ
0
Z FOYER.00
z
0
LU
DINING ROOM
12
40X6t-8110
(E) 5TFPS
(E) CENTRAL
HEATING
(E)3011 X 3011 ATTIC,
ACCE55
wl 30" HEAD CLR.
II (D �I�
(D
0
KITCHEN
Min
(E) A/C UNIT
SERIAL 1 MDL. 38HDC036321
EM
140-711
5t-4\ 4'-10" 4'm5lt
2`-11 2\5 2 t-6 2-4 2'-2 2'-2"
SCALE: 114 1 -0"
Arm
N�L
MASTER
BATH ROOM
40X20 5 ltcjht
Q
Gfi Q M, IG([b
I YlholL 641
It
32'-O"
174 if
Walk in
Closet
z r4ra
00 00
1.1 '17
x
LL
MASTER
15f=DPOOM #2
N
1'-3
L
— — —
In
I
o
WE
mm
10", i
40X40
8 t-yri
(E) CENTRAL HEATING
BY: CARRIER, GAS, FIRED FURNACE
SERIAL: 403508H02
BTU/HR: 80,000
L
M i5TER,
BED d)OM # I
IE
7-5"
Walk in
2'-6 "X40
NOTE
FIREPLACE ICE30 # ER-5017
INSTALLATION U517 SHALL BE
LISTING ROOF
INSULATION
CEILING = R-30
WALL = R-13
SLAB = R-0
NOTE
TUB OR SHOWER
A: TILE OVER CEMENT
OR PLASTER VOARD
OVER 15# ASPHALT
PAPER OR W.P. GYP.
TO BE INSTALLED PER
MANUFACTURES
REQUIREMENTS.
UP TO 70" ABOVE DRAIN
13: U5ff TEMP GLA55 FOR SLIDING
SHOWER OR COOKS.
%
7"
1-1-(E) NC UNIT
Z
t
KEY TO ADDITION
= EXISTING WALLS
= NEW WALLS
= REMOVED WALLS
0
DOOR AND WINDOW SCHEDULE
Sym.
W
H
THK.
DESCRIPTION
REMARKS
QTY'
T
2t- 61'
6-811
1-5181t
SOLID CORE
5
3- 01'
6-811
1-318"
Hallow Core
Sliding
Pocket Door
2
5t- 8"
6'-8tt
1-518"
Double Door
1
2- 61?
4-0$1
Double Hang -W 0 od
Dbl. Glass
1
4'- Of'
4'-011
Double Hang WooJ
Dbl. Glass
I
3t- Ott
2t-0lt
Double Hang Wocl
Dbl. Glass
-
I
3 % Ott
4'-0"
6"x 6" GIs. Blks
Opaque - Glass
1
5tr- Oft
4'-0lt
Double Hang \Akv I
Opaque Dbl. Glass
1
T/ TL E-
DATE REV.
9-13-04 PL
I
(2
PLANNING & DESIGN
8050 E. FLORENCE AVE., SUITE #206
DOWNEY, CA 90240
(562) 928-5016
klelaa-.�wxlxne�
JOB # DATE
7-22-04
PROJECT
Mr. Ford Loverin
Mr. John Davies
1142 S. Ross St.
Santa Ana, CA. 92707
(714) 953-8551
SCALE: AS NOTED
DRAWN SHEET #
PL
5:12 5:12
CALIFORNIA FRAMING: 14 x4" FAVE
SLOPE SLOPE VENT.TYP.
2 x Flat Bar wl 16d
Nails @ Each Existing
Rafter.
p RIDGE 5:12
SLOPE
�f,� 1
lu 5:12 RIDGE
SLOPE Y5-12
SLOPE
D
C\j D_
IU
U,)
Lu fro
CL
Q01 18 x 9" DORMER
VENT.TYP.
.,—CALIFORNIA FRAMING:
tu 2 x Flat Bar wl 16d
(L Nails @ Each Existing
—9 . Rafter.
ATTIC VENTILATION
Area:: 1538 Sq.Ft. (1/ 150) = 10.25 Sq.Ft.
Provided.
(10) - 14" X 4" SAVE VENT. = 3.80 561. Ft.
(G) - 181, X 91, DORMER VENT. = G. 75 5cl. Ft.
TOTAL 10.55 5c1, ft.
ROOF PLAN
SCALE: 114"= 1 '-O"
TITLE
DATE
REV.
9-13-04
PL
PLANNING & DESIGN
8050 E. FLORENCE AVE., SUITE #206
DOWNEY, CA 90240
(562) 928-5016
ar. (&wol z a a C "
JOB #
DATE
7-22-04
PROJECT
Mr. Ford Loverin
Mr. John Davies
1142 S. Ross St.
Santa Ana, CA. 92707
(714) 953-8551
SC": AS NOTED
DRAWN
SHEET #
PL
-5 45r 8
I
N.EEW, WALLS
YWA LL REMOVED
EZISTIPIG WAS
NEW ROOF
E72ST11"TGROOF REMOVED
ROOF DEMOLITION PLAN
SCALE: 114"= 1 '-0" N
TITLE
Q�
Q�
C4
DATE REV.
9-13-04 PL
PLANNING & DESIGN
8050 E. FLORENCE AVE., SUITE #206
DOWNEY, CA 90240
(562) 928-5016
�u w
JOB # DATE
7-22-04
PROJECT
Mr. Ford Laverin
Mr. John Davies
1142 S. Ross St.
Santa Ana, CA. 92707
(714) 953-8551
SCALE: AS NOTED
DRAWN SHEET #
PL 064c!r<3
FLAT OUTI--0041-
ow-- �il
DETAIL
DETAIL
DETAIL
DETAIL
(M) ;ze. f 0Q.1- "I-wn vlvr#
I'l
Art
fb%*r
DETAIL
DETAIL
DETAIL
DETAIL
-----------
......
Pepe
Of
wl
DETAIL
DETAIL 9
DETAIL 10
DETAIL
-Wvr
coo
m.
WA
om
DETAIL
12
DETAIL
13
DETAIL
14
DETAIL
15
---- - - ---- - -----
TITLE
Coot
-DATE REV.
9-13-04 PL
PLANNING & DESIGN
8050 E. FLORENCE AVE., SUITE #206
DOWNEY, CA 90240
(562) 928-5016
WrOekn.a,�� rwWlw�V
JOB # DATE
7-22-04
1
PROJECT
Mr. John Davies
1142 S. Ross St.
Santa Ana, CA. 92707
(714) 953-8551
SCALE: AS NOTED
DPv-t4WN SHEET #
PL 8 "f 8
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) C&IR
MrJohn Davies 7-28-04
Project Title Date
—C—ON—PLIMCE —LAIE
This certificate of compliance lists the building features and perfortnance specifications needed to comply with
Title 24, PatU I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individuM with overall design responsibility. When this certificate
of compliance is Submitted for a single building plan to be built in multiple orentations, any shading feature, that
is varied is indicated in the Special FeatureWkcmarks section. The undenigned' recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
rater..
Designer or (w>nier Business and Professions Code)
Niimir MrJohn Davies
Thlo/Fiffm _ Owner
Address: 1142 S. Ross St,
Santa Ana, Ca 92707
Tewrortc.- 953-8551
Lie.
Enforcement Agency
Nai—m:
Title:
<-DKA
Tcl=h0ne-.
(date)
DocameotAition Author
Name: Z-0 0
Address: 8050 E. Florence Ave..Ste.210
Downey, Ca 90240
TrIeptrom, J562
(,fate)
In
E OF COMPLIANCE: RESID
John
Paz I of 3) C&IR
7-28-04
b7gte
field MvA, I Date
VMX00XM=1 XM, Use My
GENERA
TotConod Floor A JtI
Avenge {kiting ft
tinndittMMO*lahFloorAto» tr
Building `type: —Single Family Addition
(cbmk one or more) Molti-Finuily
Froot Odenuttion: North-swthjlast iwest / All ()ri.tti..
1XV4 ftW -i-W- in degrees leant TnV rOM sail circle ww)
Number of Stories
Number Of Dwelling uaii�
FkXrrQthstnictkv7ype:
�A
1TV, Moll I in !"M 0 121-l"V MM
N - - -
0 KiM i
0 0
&M—Pffanz; Forrtts August 2flQ tA-2
MANDAIQRY MEASURES CHECKLIST: RESIDENTIAL trwr i of 2) IMF-IR
NOW. Wwrisemiclimlial buildings subject to the Standard$ must contain jh0scmeasure! rcgardk*&of the compliance approfth used.
Itaint marked with an asterlsk.(*) may be -superseded by more stringent ctimplitinec requirements listed 06 the Cer(irwate Of
Compliance. Wizen this checklist is incorporated into the permit &Xuructits, die features noted shall wconswend by all parties as
mirrilaum compoficht performance slieci&ahwa for the mabdRiM memmm whether they W Shown clwwhm in the documents
or on this checklist only_
Instructions. Check or initial applicable bozos when. completed or enter N/A if.not anolicable-
DESCRIMON
f)ESIGNER.
ENFORCEMENT
Ruildiag EayeloLt Memrm
tL50(a): whauneat k-19 POOL* insulation.
R-30
111*0^ Midiumn k-13 wag insulation in wood framed oatsorequlvadcsuin MOW fixtec walls
does -
R-13
I 0(dy.
R-19
§z3ii(1) : Stab exiga ixtsiristioo > §star absc�tirai rah ua greater thrxs o;3'14.. water valor :rnusrni� t� tact
X
L)Doors mead w1od6ws bchvaeu c4mlidmiad 4nd annattelidoned space, designer to liniirek leaks aa:
2. pcommion ptodoets (—,cpt Wd-W)ricazaQ have W)d vmh ersUrwd 13�ractor, oartiSed $okr Hear
X
3., ExkA- doors NO windows weather4na)ed; all Joints and pencovitions caulkoti and acsiod..
SP-4W infiltM6071 bwkx i0mll0d. to waiply W14% 1151 meets Contra ialon quality stantUnh-
fl-WO imU114tiQ0 OfFlICIAN109, DEMUM CAI APPMOWs and Gas Lap,
1, muoilly and factory-buift fireplam bsve:
A. Cl )whit acial or Stpas iWw
b, outside air intake with damper andcontrol
1c.Ftuedamper and eontna
2. No -urionow btin* gas pilot light, alleW_L
!ac—e COAdft 1-4 '!!1, Waftr ll!!11-0 9 !ad Ila m Measures:
11104,113. HVAC e - Wipmai, w&w)yvtera, jKwedjea& and faucets certirwd, by the Commission,
.cuing beets -Waftd W4-ontsn= W1dk ASHRAV. SMACNA orACCA.
X
WO& Pipe lsultaakinalil=
k. (PLA orVvsta)
3. Hiuzk-p wake for -Aw system, wd_A MmW uu*,% or aber iniiraae ha aW tanks bsvo jt_12
external invilaffin or Z 16 owabined inan=VexwMaj insutatim
X
4- Ali binned - uroxp—d pjp4 ivaktkgOd 1witub"Ififing sections Afbat water rA4fflW,%,
5- C-ling sy3kra piping below 55* F Ingularxi,
6. Piping insulated between hating rarldrC¢ mad iftfiftt but water tank:
Ctimpflance Form AtlguSt 2tiQ1A-6
CERTIFICATE OF COMPLIANCEO-1 RESIDENTIAL (Nke 2 of 3)
CF-IR
MrJohn Davies
Project fifl;
Date'
LIVA!Q aY
Note: Input hydranic or combined hydronic data under Water Heating Systems, except Design fl;eating:Load.
Distribution
Heating riquipment Nfinitnum Type and
Duct or
Heat Pump
Type (Nnace, beat Efficiency Location
Piping Thermostat.
Configuraltion
n etc. LAE011 or!M Ldxyj4!!!tiE. ow.)
RNalue I
or a!!! We
(E
Set Back
Cooling Equipment Nfinitnum Duct
Heat Pump
Type (av waditmuor, EfnCicnoy Location
met Tbenu�ystat
Configuratka
he" pump,eve oonlits) OE -EN Lu�etc,
R-Value TYM
(ylit or pw4sLt
LE) Central Air.
MDL # 38 HDC 036321
aEALED DV!QU I_nd Ms (or AltLft M
LJ Seated Ducts (all clinaatetzoncri)
(Installer testing and cmlifi=d(m and HERS rater field vaifi"don TWIrW)
U TXVs, readily accessible (chmatc eons and 845 only)
(In%tallar testing and certification and HERS Rater or field vctificadoe required)
L) Refrigerant Cltarze/Air Flow (00MU zones 2 and 8-15 only}
(Installer basting and certification and HERS RaIrr or field verrirkation TNuh-ed)
DO
LX Altemtive to Seated Ducts and TXVa (see Package Cor D Altentative Iackage Featum.forProject -Clirnatc Zone)
Clirnatc Zone, Window SHOO Window U-Factor SEER He
WATER HEATING SYSTEMS
EneWl Kxtmnal
Tank fractor or Tank
Water Heater Distribution Nwr0w hVut (kW C"ity Recovery sundby, Insulation
Type Tyne in Svitern or Bruthr) 12811onsl Pfficifflev 1.0" to/.) R_Val-tte
....... UAL1U31UL_ '(4 Iu ](I-fl K-1
1. For sTwIl $as storage water heaters (rated inputs of less this or equal to 75,00 Otior), #kctric resistince, and hem pinup water bmtCra, on B I itergy,
Fadw For targe gas storage water heaters (=led input otgrtater qhsu 7$,DW Bw'hr), list Raw input Recomy Efflc;ency eat Stwdby Loss.
For instantaneous gas water heaters, list mW input and recovery tfficicocics.
SPEOAL EUADMS Ladd,ZtTa shr&j ifft sgu D. Seated Duc* Radiant
Package C and D. TXVsj
Barriers (see installation requirements for radiant barriers in Section 8.13 of thg,20011toidentW Manual).
Package Q thermal mass (thermal mass type, covering, thickness, stirl description).
Compliance Forms August 2001 A-3,
MANDATORY MEASURES CHECKLIST: RESIDENTIALvalte2of 4MF-111
Note: Lowrise retiidcatial buUnp aub*t to the Standards must contain these measures mgardless of the compliance appwwhused.
Items marW with an asterisk (*) may IW superseded by ire m stringent compliaucc terluiroWnts NsW on the Certiticaw of
Compliance. When this checklist is incorporated into fite permit documents, the feattires nowd " be considered by 411 patties u
Minimum comport at performance specifications feu the Mandatory mcuum W1104= lky am shown ols4wheiv in the i1muntents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/'A if not applicabld.
DESCRIMON
.DESIGNER
ENFORCEMENT
Space Coadltloul% Water Heatiq and Plumbing System Mr*sures* (continued)
L All ducts and pimums installed, scaled md kink-Acd to mod the xcVhu=(of the 1998 CMC Sections 601,
603,6W, and Standard 6-3; ducts insulated to a nlininmm installed kwalof R-42 or it.
conditioned span. (Venings shall be sealed with mastic; tape, amoscA sealant, estarn
" Mccla the applicable rotlairemmls OfUL 184, UL 181,46 or UL 1818. If mastic or tapo is used io!0caj
opmings greater thann 114 ow+4 the Combination of mastic and aitha inesh or bra dAtw used- Sultitzng
Cavities 400 not be used for conveying canditioird W. Joints and seams of dw systems and lbeir
compon=ts shall not be sealed with cloth back rubber a4hwivo duct " todon such taps is used in
combinawn with mastic and. dmwbands,
2. Building cavities, support platkow for air hanifters, and plant.ums de med or constructed withmadrials
ofto than, stinted, sheet metal, duct board or MxIble duct shall am be used Rw conveying conditioned
air. Building cavities end support plakwm may contain ducts. Ducts, installed in Cavities and support
X
platforms shall not, be compressed to came re"tions in the cross -sectional area of the *wt&
3. Joints and scams of duct systems and their wmpoocu4 shall not be "tiled with cloth backTaber
adhesive duct tapes unless such tape is used in combination with, mastic' ad dxawbands.
4. Exhaust an system have back draft or aukumfic damlso.
5. Gravity ventilating systems ,caving conditioned space have either aulunuktic; or reuilily accessible,
manually operated dampem
6. Protraction of insulation. Insulation shall be protected tetra damao, including that due td sunlight,
moisture, aquipment, maintenance, and Wind W,nol limited to the following: insulation exposed to
went1w shall be suitable: for outdoor service c4-prowwd by alumWWA sheet mdaL painted canvas,
or plastic cover. Ce3ular fesm insulation shall be protected as above or painted with a coating I that is
nWTadi,
water retardant and provi!s! shield`Rg from sonar that c cause kjL" the rise "
_r;ii*,o[
§114: Pool and.1,91Ix Heating System and Equtpnmt
1. System is certified with 78% thcrinal efficiency, no
alcatric mrism= heaflAs =4 no pilot light.
2- System is installedwith:
a. At least 36"ofpipe between filter and heater fast` future. solar bating.
b. Cover for outdoor pouts or outdoorspas.
1 PO4 system has 4irccaioral inka and a vhUu(U*M pump time switch.
I M Gas fired =tral fiazaecs, pool h4awn, spa beaters or household cooking appliance, have no
X
Wt'AM!xtA !=!2A 1201 G2!Rft_aEPL=_ncVs with of < la 04yM
I is (f): row koormaic-TI mod speciftil criteria
Lighting Measures-.
§150(k)l.: Luminaires for general lighting to kitchens shad have himps within efficacyof4ohrmenstufttt
or greater fat gencral lighting in kitchent" "lints general lighting shall be 0WtMjW by & switchon a=Aly
X
accessible hatins Wn4vt at au tnahsna a to the kitchetn
15C{k)2.; Room wits a shower or balk" mast have cithur at 6w ow lurainaim widi lamps with an
efficacy of4O lumenstwan or greater switched at the entrance to the room or one oftlic alttrnativts u) this
X
mquirement allowed tit§ I 50(k)1; and fitcandesecat recessed miling rixtuits art IC (lusektion cover)
roved
Compliance Form August 2001 A-6
con
E�
,DATE REV.
9-13-04 PL
60,
PLANNING & DESIGN
8050 E. FLORENCE AVE., SUITE #2 10
DOWNEY, CA 90240
(562) 928-5016
JOB # -DATr
8-26-04
PROJECT
Mr. Ford Loverm,
MrJohn Davies
1142 S Ross St.
Santa Ana, Ca 92707.
(714) 953-8551
Scale: 114 1 0
DRAWN SHEET #
MN T-24-