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SHEAR WALL SCHEDULE 1997 U.B.C.
SYM.
SHEAR
WALL SHEATHING
WkAA.#
(plf)
la
100
1/2** p Unblkd. w/5d Cooler
& F.N.
5/8"
5/8i9
AS 72"
AS 0 52"
16d @ 16"
16d @ 87
lb
200
Nails% 7"oe E.N.
2a
125
1/2" %P �nblk4. w/5d Cooler
E.N. & F.N.
5/8"
5/8"
AS @ 72"
AS @ 40"
t6d 0 6"
2b
250
Nails 4 oc
3a
125
1/2Gyp Blkd w/5d Cooler
E.N./8
&,F.N.
,
"AS
72
@ 40"
1201
16d" 16d 6"
3b
250
Nails @ 7"oc .N.
4a
150
1/2" Blkd. w/5d Cooler
/? E.N. & F.N.
5/8"
5/8"
AS @ 68**
AS @ 32"
16d, 0 8::
16d @ 4
4b
3010
lqalls%p4"oc
5a
175
5/a" Gvp Blkd. w/6d Cooler
4"oc E.N. & F.N.
5/8"
5/8"
AS @ 60"
AB 0 28"
16d @ 8"
16d @ 4"
5b
3,50
Na
6a
180
7/8" Stucco o/paperbacked Lath
staples @ 6"
5/8"
5/6"
AB @ 56"
AS @ 28"
16d Q S*
16d @ 4"
6b
360
vi/169a
7a
238
3/8" Struct I PlywoodSlkc,
& 12 . F.N.
11
5/85/8,,
AS @ 44::
AS @ 20,
16d @ 6"
16d @ 3"
7b
476
w/8d 0 6" E.N. N.
8,a
289
1/2" Struct I Plywood Blkd.
12" F.N.
5/8"
3/4!
AS @ 36:*
AB @ .16!
16d @ 4"
5/8Laqs@l6"
58b
578
w]/10d @ 6" E.N.
59a
365
3/8", Struct.-I.Plywood Slkd.
& 12" F.N.
5/8"
314"
AB @ 28"
AS 0 16"
16d @ 4
5/8Lags@16"
69b
730-
w/8d @ 4** E.N.
510a
433
i/2" Struct I pirmcl Slkc
12 Is F, N.
5/8"
3/4"
AS 0 24"
AS @ 16"
16d @ 30*
610b
866
4/10d @ 4" E.N.
511a
Gl1b
467
934
3/8" Struct I Plywood Blkd.
w/8d @ 3" E.N. & 12" F.N.
3/4"
3/4
AS @ 28"
AS @ 16"
-.16d '@ 3"
5/8Lags,@12"
512a
'565
1/2" Struct I Plywood Blkd.
1212 " F.N.
3/4"
3/4"
AB @ 24"
AS @ 12"
5/8Lags@16"
5/8,Laqs@8"
612b
1030
villOd @ 3** E.N.
6131
620
3/8" Struct I plywood B I kd.
& 12" F.N.
3/4"
3/4"
AB @ 24"
AB @ 12"
5/8Lags@16*'
5/$Lags@8"
913b
1240
W/8d @ 2" E.N.
� 114a
740
1/2" Struct I Plywood Slkd.
12" F.N.
3/4"
3/4"
AB @ 16::
AS @ 8
5/8Lags@16"
5/8Lags@8**
1480
villOd @ 2" E.N.
VOTES. 11 bol "A" indicates one side; "B" indicates botn sloes.
Sr Seismic gover 1-5 by 50%.
2: When governs, reduce.valugs for wall I
3. Plywood values shown, are for "Box pails; if 'C017=11" nails
are used and inspected, values may be divided by 0.85.
4. La, 51/2" penetration. 50% or provide
.9 screws requiremin '
5. Where indicated, reduce �� Bolt spacing by
3x sole plates and splicestuds. d_
6. Where indicatedi rovi a 3x sole plates. and splice.,4tu s.
7. Redhead Wedge Aj po #1372) MY be used in lieu of
Anchor Bolts in �ir conditions.
mm
APPROVtU PUS F
BASE OR HALF -BASE
POST TO-PIRDER CONNECTIONS
FIGURE 2314-1
FLOOR GIRDER
kP
)ST
ALTERNATE USING STEEL
ANGLES AND LAG BOLTS
APPROVED POST
BASE OR HALF -BASE
POST -GIRDER CONNECTION
FIGURE 2314-2
FOV, SIZE, AMP $rACING
OF r-AFTaV-S
STAGGEF, JOINT
OF rL'(WoOD
See FLAWS
WC UWDAWY
NAILING Yi.N•)
TYr INTFrMaPIATE
RA I LING ( F-W-
lizoops joje�llls
q. A 4 MIW. FLAT e�LI.G
AT 0NSU1;?r0E-TC-0
al)r-r.5 wIVOUWPAK-r
lmqul"p ORLY
W14eg cALLf_1P FOR.
oR PLANS.
MAILING (9-0)
MIN, pWWoOD SHeP-T.
rLAW
IS 2 4:
0 0 NAILING
WOOD SCAB
WOOD POST
000 0 01 TOENAILS (WHEN
ALLOWED. SEE
ALLOWED.
SECTION 2314j
TREATED WOOD
PLATE ANCHORED
TO PIER
PIER FOOTING
NOTE: Section 2306.8 specifies concrete to have a minimum
thickness of 3 inches, while Section 1900.4.4 states
that a concrete slab on grade must be at least 31/2
inches thick.
CONCRETE SLAB AND IMPERVIOUS
MEMBRANE— AREA NOT SUBJECT TO SILL PLATE —ANY SPECIES (MUST BE TREATED
WATER SPLASH WOOD OR WOOD OF NATURAL RESISTANCE TO
DECAY WHEN MEMBRANE IS OMITTED)
Is
For SI: I inch = 25.4 mm.
PROTECTION AGAINST DECAY PLATES, SILLS AND SLEEPERS
FIGURE 2306-2
/WOOD POST OR
WOOD
COLUMN
/COLUN
6 IN. MIN.
I IN. MIN. 8 IN. MIN.
F 04
C,
00
L-I is
For SL I inch= 25A mm.
PROTECTION AGAINST DECAY COLUMNS AND POSTS
FIGURE 2306-3
I/ IN. CLEAR AT SIDES, END AND TOP IF
NDER
ENTERS WALL
GIRDER
MASONRY OR
CONCRETE WALLII_*:
as
e.0 ss
o
3 IN. BEARING
VLSI: I inch= 25.4 mm.
SECTION 2320.7
PROTECTION AGAINST DECAY GIRDERS
FIGURE 2306-4
N9 $tZk. AND
$TAGGeK JOINT
SrA004G, Or-
OF FLYW000
401ST SEP_ "N
F _T
0
MIN.
eDGE.
WUWPAr.'(
PKTA14Ce
NK WAIt-S
ED G I-,
NAILIt47
FOK WAILS
TYr- INTERMPI)tATt-'7�'
NAILIWG (F.W) . I I
d 11
LONG DIM.
FLOORS 164dio fo
I 1
of FLYW D.
-LONG PIK
TO FUN MK_
OF J'Lyo. w
L
f6NDICULM
To, 12,uw
U, sTo JOIST
11r, V_
len"To
vkO--
JOIST
AT UWSU rQxTel>
1
_ftAKIW
eV.eS,WtT, WDARY
k
WALL
- I5,�KIWG
WALL
NAIL
Rr_-qUIVmD
T jrA-A
wRE,VI CALLZP -
V
FOR ot4 rL4jkS,,
I'Llf WOO P
eDG9 WAILIRG(F-1,L)
- rL-fy400 P
MPUYWOOP imm
S14T ls,-
isIR.
e44I
FLAW
0 0 F
Tlyfe
MATe-RIAL
ILING
TTFU-CT. I FLYWOOD
M
'V.LM-YWOOD, 5TKVCr t
WLIWOOD,
10,47a
10deI4
swua I
(A)
n4
P I t:(Woor>, >TRUCT I
l0a4te!�
21)
l"e- 31.
1011,ali�
PLIWOOP, Sflzu� 1
wwr_KeED wl4e MMG
CSF-F- 5��SCIAL tW4AILIW
'DaAL)
10&0
mc6=
em
(A) blue usz 314 (1-11W) LUt1a>EF_ ^T WAILIW6.
NAILS MLr7T 15L STA&0F:F_F_9.
mUsT U15E 444(MIO) LUM&F-9 AT QAlt_IH&.
MUST I!,E;
"TYPICAL. WOTE:5*
1) i!5TA6&LK WAILS WHEO 'aIf,4,CI06, r-, df_" ae"
41r_ LE4051
2)USE loJ rL-fWaor,> 4-AILG WI-TH 5MI& ReAP
pl-TH rF_WF_TrATIOW ALTO F"M106- OF ly?,"
FLYWOOC> "ILIW6, 5HALL 151E. IWQ-F`E.CTEt?
CKJOR -TO C-0VEAl0&-
4) IC,000 Af-PIZ-OVEL? OF2.1EWTEP - 151CAOP eOA?-P
(os,D) MAY e:IF_ Z:,U5s,TITdTF_P FOF-- rI.YWwP
upoo wF_rr-rF_0 rExAuE:ST.
F L C) 0 R
T'f F e
14AT59kAL
NAILINd
1
ST I FLYWOol"'
10&adj
jojeGY.
j0d.41A
pTKUOT T FLYW001>
10&144t
104eal�
S'Titur-T-1 FL-fwool>
I M(WOOD
(A)
&l.00lLSD W14I,,FgAm-
jj4G (,5M SrECIAL-
NAILIWG DETAIL)
No-re5:
A) MUST Use 5*4 041W.) Lut-ILK AT
14AILIWG (A), WAILS MUST 13,E STA�MEQ
MAST USr_ 4,,,+ (MIN) L.UMI!,eR AT
0AILIWG(j>)- WAILS MUST 5eSTAGGF-Izr_-D.
C) 5TAGGef?, MAIL-S WHeR SrAC114C, IS
OK Lass.
D) U$e IOcL FL'("OP NAILS WITH 'Jr.HEAE>
wl -TH 17EWeTIZATIOR INTO FFAMIWG OF
Itlj M1141MUR
a) SeF- SFeCIAL MAtl_114G DETAIL. 0
T Gt rLYWOOD SHeATH MAY 15e
ON 4 ITTeD AT 5LOCKel> AKeAS.
13
POST OR
1/2* PLYWD OR SHT*G
SEE FRAMING PLAN
FASCIA BD Piz
EXTERIOR PLASTER
OR. SIDING SEE
ELEVATION
SHEAR WALL WHEREI
.r
OCCURS SEE PLAN [ -'
rLoot<
"TO r:;>T
FZXJSGi F:'rq -
4x 4
CON C . 610 1 LAR To e�"G
44
16d AT 6 *o.c.
BLOCK TO PLATE BELOW
HRAFTER
2X4 FLAT AT
11 ff_�
4*ox.
GENERAL NOTES:
WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING:
1. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED ON PLANS)
2. UNIFORM BUILDING CODE, LATEST'ADDITION.
3. ALL APPLICABLE LOCAL AND STATE CODES.
ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE
RESPONSIBILITY OF THE SUB -CONTRACTOR PRIOR TO PROCEEDING WITH WORK.
ALL WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL TAKE PRECEDENCE OVER
-SCALED DRAWINGS.
CONCRETE MIX TO BE MACHINE MIXED - 1:3:4: WITH A MIN. OF 4:8 SACKS
OF CEMENT PER CUBIC YARD OF CONCRETE - 7-1/2 GALLONS OF WATER (MAX.)
PER SACK OF CEMENT, CONCRETE TO REACH A STRENGTH OF 2000 P.S.I. (MIN.)
COMPRESSION STRENGTH IN 28 DAYS.
ALL EXTERIOR WALLS TO BE SECURED WITH 1/2" xl 0" ANCHOR BOLTS AT 72"
O.C.: EMBEDDED 7" INTO.CONCRETE, AND BEGIN I2" FROM SILL ENDS (MAX.)
NO ALUMINIUM WIRE SHALL BE USED IN ELECTRICAL SYSTEM AS PER CODE.
USE 26 GA. GALV. IRON FLASHING.
ALL LUMBER TO BE GRADE STAMPED AS FOLLOWS: HORIZ: NO.1 OR BETTER
VERTI: NO. 20RBETTER
STUDS: DOUG, FIR OR HEM FIR.
'a
il
ROOF SHEATHING TO BE AS CALLED OUT ON CROSS SECTION UNLESS OTHERWISE NOTED.
PLYWOOD USED FOR ROOF SHEATHING SHALL BE AS FOLLOWS:
tl
1/211 COX PLYWOOD P.I. 32 / 16 or 24 / 0
B.N. 8d @ 611 O.C.
E.N. 8d @ 61' D.C.
F.N. 8d @ 12" D.C.
USE CCX PLYWOOD AT EXPOSED EAVES, OR STARTER BOARD.
TYPICAL FLOOR SHEATHING: (FOR RAISED FLOOR ADDITIONS AND SECOND STORY ONLY)
5/8" T&G UNDERLAYMENT GRADE PLYWOOD (GROUP 2)
B.N. 8d @ 61' O.C.
E.N. 8d @ 6" D.C.
F.N. 8d @ 10" D.C.
USE RING SHANK NAILS AND GLUE PLYWOOD TO FRAMING U.N.O.
PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS, U.N.O.
PROVIDE SOLID BLOCKING UNDER PERPENDICULAR WALLS, U.N.O.
SPLICE PLATES OF EXTERIOR WALLS AND WHERE SHEAR WALLS ARE APPLIED, U.N.O.
Av-
I - 2X4 STUD WALL
A35 ANCHORS ISHEAR WALL
AT,16' 0.c. WHERE OCCURS
2x FLR JOISTS
SILL NAIUG THRU PLATE
i-EDGE NAIL'G
A, 4
;-Zx CONT 8LO'CKG
Tff
;j 2x6 P.T.D.F. SILL w/
1/2" DIA. X,10" LONG
A. BOLTS AT 51IL0"
CID 0. C. EM8F17
INTO CONC. U.N.O. 6:
REI'NF'G WHERE
OCCURS'
16, 46
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CF--1 R FORM
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1 R
Note. Lowrise residential bui#dins 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.
Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
* 150(o): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R-Value.
X
* 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U4-factor in metal frome walls
(does not apply to exterior mass walls).
X
* 150(d): Minimum R-13 raised floor insulation in framed floors.
X
150(l) : Slob edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate
no greater than 2.0 perm/inch.
N/A
118: insulation specified or installed meets insulation quality standards. Indicate type and form.
X
116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiitrabon 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.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N/A
150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.
N/A
150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplace 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 pilot lights allowed.
X
Space Conditioning, Water Heating and Plumbing System Measures:
100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
X
150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
X
150(i): Setback thermostat on all applicable heating and/or coating systems.
X
1500): Pipe and tank insulation
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) .
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
external Insulation or R--16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect hot water tank.
X
150(m): Ducts and fans
1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section
601, 603, and 604 and standards 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 U1181B .
If mastic or to is used to seal opening greater than 1/4 inch, the combination of mastic and either
mesh or tope 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 addhesive duct
tapes unless such tape is used in combination with mastic and drowbands.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
dampers.
X
manually operated
114. Pool and Spa Heating Systems and Equipment.
1. System is certified with 78 X thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot light.
2. System is installed with:
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.
N/A
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)
X
Lighting Measures:
150(k)1.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 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.
X
150(k)2.: Rooms with a shower or bathtub must hove either at least one luminaire with tamps with an
efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to
this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
X
c14.8 General Requirements
05.8.1 Notes to be placed on the plans:
06.8.1,1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured
devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label.
The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material,
component, or manufactured device.
07.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate
signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(a)2,A and for which the building permit was
issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification.
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 1 CF-1R
-^--
Project ~Title .......... PROPOSEDBECERRARES-Date.,10/11/05 153545
Project Address........ 1301 N FREEMAN STREET ****so* --------------
SANTA ANA *v6.01* #
4
Documentation Author... Christopher S. Leighton i*m $1PTIan;
Terry Engineering -aei13691 Red HittAve, �Check- Bate #
Tustin, CA 92780 i iel"c/I
(714) 838-1124 I FdChekBate t
Ct i mate Zone... , ...... 08---------i-------------
Comptiance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
I�___ -~_ ____
MICROPAS6 v6,01 Fite-S0508030 _ Wth-CTZO8S92 - Program -FORM CF-iR I
I User#-MP0206 User -Terry Engineering Run -PROPOSED BECERRA RES I
-----------------------------------------------------------------------------
GENERAL INFORMATION
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 3 CF-1R
Project�Titte.......... PROPOSED BECERRA RES Date,.10/11/05 15,3545
I �^ MICROPAS6 v6.01 Fite-SO508030 ~ Wth-CTZ08S92 Program -FORM CF-1R I
I User#-MP0206 ` User Terry Engineering _ Run -PROPOSED ____^^-^ PROPOSED BECERRA RES #
-�4M��
SPECIAL FEATURES AND MODELING ASSUMPTIONS
----------------------------------------
Alt supply registers must be within 2 ft of floor,
HERS REQUIRED VERIFICATION
Items in this section require field testing and/or X*lK
verification by a certified home energy rater under oxx
ww* the supervision of a CEC-approved HERS provider using www
ire CEC approved testing and/or verification methods, and wow
must be reported on the CF-6R installation certificate, www
Conditioned Floor Area ....
2171 sf
Buitding Type ..............
Singte Family Detached
This building Incorporates non-standard duct Location.
Construction Type .........
Existing Ptus Addition
Building Front Orientation,
Front Facing 180 deg (S)
This building incorporates Ducts in a Crawlspace or Basement Location, The
Number of Dwelting Units...
1
focal enforcement agency may waive HERS verification for these locations,
Number of Stories..........
1
Floor Construction Type....
Raised Floor
REMARKS
Glazing Percentage,........
14 % of floor area
-------
Average Glazing U-factor..,
0.78 Btu/hr-sf-F
AverageGlazing SHGC. ....
0.69
______________-------------------------------------------------------- ---___
Average Ceiling Height.....
8 Pt
BUILDING SHELL INSULATION
------------------------------------.._-_.----_-__..________-____,.__--___-_-___--
Component
Frame Cavity Sheathing
Total Assembly
_______________-____-___--__---___-__..____-__--_-__-_--__----_-_..__-___--_-_
Type
Type R-vatue R-value
R-vatue U-factor Location/Comments
......-----------------
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 4 CF-IR
Roof
n/a R-22 R-n/a
R-22 0,044 Existing Attic
==-; -___� :::., �M-�::_�� :����_-w-�� :r_� :�_. __________: -----------
Roof
n/a R-30 R-n/a
R-30 0,035 New Attic Ce i t
Project Title ....T... , .. PROPOSED BECERRA RES Date.. 10/ 11 /05 15135 45
Wa t I
n/a R-11 R-n/a
R-°11 0,098 Existing Ext W
Walt
n/a R-13 R-n/a
R-13 0.088 New Ext Watt
I MICROPAS6 v6.01 Fite-S0508030 Wth--CTZ08S92 Program -FORM CF-IR I
Door
n/a R-0 R-n/a
R-0 0.330 Exterior Door
I User#-MP0206 User -Terry Engineering Run -PROPOSED BECERRA RES I
Ftoor
n/a R-0 R-n/a
R-0 0. 097 Existing F toor
---------------------,.__--_----_-___---_,.....___-__-___-__--_____-_----_--__-..__-
Ftoor
n/a R-19 R-n/a
R-19 0.037 New Floor Over
FENESTRATION
Area
U-
Interior
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Shading
Fins
Window
Front
(S)
15.8
0,870
0.700
Standard
Standard
None
W i ndow
Front
(SW)
12.0
0.870
0.700
Standard
Standard
None
W i ndow
Front
(S)
24.0
0.720
0.730
Standard
Standard
None
W i ndow
Right
(SE)
12, 0
0.870
0,700
Standard
Standard
None
W i ndow
Right
(E)
13, 5
0.870
0.700
Standard
Standard
None
W i ndow
Right
(E)
13.5
0.870
0.700
Standard
Standard
None
W i ndow
Front
(S)
15.8
0.870
0.700
Standard
Standard
None
CERTIFICATE -OF-COMPLIANCE►` RESIDENTIAL
-----______�--^�-_--Page -2-----_-----CF-1R
....___ ___
Project Title...,...... PROPOSED BECERRA RES Date. ,.10/11/05 153545
I _--- MICROPAS6 v6, 01- Fite-SO508030 - Wth-CTZ08S92 - Program -FORM CF-1R-------�I
I User#-W0206 User -Terry Engineering Run -PROPOSED BECERRA RES I
-------------------------------------------------------------------------------
FENESTRATION
Over -
Area
U-
Interior
Exterior
hang/
orientation
(sf)�
Shadingw-,
Shading
Fins
W i ndow
�����^_��
Right
(E)
15.8
vFactor�SHGC�
0,870
0.700
���-
Standard
r_�'��M
Standard
-
None
Window
Right
(E)
6.0
0.870
0,700
Standard
Standard
None
W i ndow
Right
(E)
10, 5
0.870
0.700
Standard
Standard
None
W i ndow
Right
(E)
7.5
0,870
0.700
Standard
Standard
None
Door
Back
(N)
17.8
0.550
0.650
Standard
Standard
None
Door
Back
(N)
40.0
0.550
0.650
Standard
Standard
None
W i ndow
Left
< W)
11.3
0.870
0.700
Standard
Standard
None
W i ndow
Left
( W)
6.0
0, 870
0, 700
Standard
Standard
None
Window
Left
(W)
11, 3
0.870
0.700
Standard
Standard
None
W i ndow
Left
( W)
11.3
0.870
0.700
Standard
Standard
None
Door
Right
(E)
20.0
0.550
0.650
Standard
Standard
None
W i ndow
Right
(E)
11, 3
0, 870
0.700
Standard
Standard
None
Window
Left
(W)
4.5
0,870
0.700
Standard
Standard
None
W i ndow
Left
( W)
4.5
0,870
0.700
Standard
Standard
None
W i ndow
Left
(W)
6.0
0,870
0.700
Standard
Standard
None
W i ndow
Left
< W)
13.5
0.870
0.700
Standard
Standard
None
HVAC SYSTEMS
Refrigerant Tested ACCA
Equipment Minimum Charge and Duct Duct Duct Manual Thermostat
Type - Efficiency- _� Airflow Location R-value Leakage __D___ ___Type
lTr___
Furnace 0. 780AFUE n/a Crawlspace R-4.2 No No SetBack
ACSptIt 10,00 SEER No Crawlspace R-4.2 No No SetBack
WATER HEATING SYSTEMS
---------------------
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gat) R--vatue
Water Heater to meet minimum CEC Standards
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
**0 Items In this section shou(d.be documented on the plans, ww*
www installed to manufacturer and CEC specifications, and *)K*
XX* verified during ptan check and field inspection,
This buitding incorporates non-standard Duct Location.
This building incorporates Ducts in a Crawlspace or Basement Location.
COMPLIANCE STATEMENT
This certificate of compliance tests the building features and performance
specifications needed to compty with Title-24, Parts 1 and 6 of the
California Code of Regulations, and the administrative reputations to
implement there, This certificate has been signed by the Individual with
overatt design responsibility, When this certificate of compliance Is
submitted for a single building plan to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features
Modeling Assumptions section,
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name,,,, -~_-_____-_-
Company, BECERRA FAMILY
Address, 1301 N FREEMAN STREET
SANTA ANA CA 92706
Phone.,, -------------------------
License - -------------------------
S I oned. ,
ENFORCEMENT AGENCY
( date)
Name.... 2�i!"t�t�{:LMCI-
Title... i+.____.,1tt**d-�idj�illQAja?a{,e�q, ue
Agency, . _____..._.T,�j �iT�'.: VST__
Phone, > .
--- t----
_________.__
Name,... Christopher S. Leighton
Company, Terry Engineering
Address. 13691 Red Hitt Ave.
Tustin, CA 92780
Phone... (714) 838-1124
S I fined,
�t date)
S i geed. , .. _ ___ -_- ! -44 nx'_ # 12�Q�"
w� (`-d-at"e)
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION ATi www, energy, ca, gov/tltte24
(CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS)
THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL. OF THE INSPECTOR
PRIOR TO FINAL INSPECTION.
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Data;
10-13-2005
Scale:
AS NOTED
Drawn:
CL
Checked:
JT
Plot Date:
10-13-2005
Job No:
050803
Sheet
T 24