HomeMy WebLinkAbout10145851.pdfII
SCALE: 1/8"==1'-01
1 IT-1 "
PROP. LINE
EXLUEU.21,ANTER
a2
EXISTING EXISTING
GARDEN GARDEN
43'4"
20'41' 23'
I-7 8LY 4'" -1031T11 '" 1
-3" 2-9-11, ii
Y-7
FAMILY ROOM
�c
0 NEW tT
BATH ROOM EXTENSION AREA
NEW
110\14
S.D.
WH
7
0c
`1
Lj NEW
METING KITCHEN BEDROOM
DINING ROOM SH Room
0 ] 0
EXISTING (E)
GARAGE CL. S.D.
HALL
(E) EL
F, (E)
CL.
(E)
CL
EXISTING
LIVING ROOM &D.
S.D.
EXISTING
BED —ROOM BEDROOM
CL
A(E
"D
to,
71-7 Lioll Lli'll
EXISTING
I I;IPORCHEHE X 34'-9"
ILY'
EXISTING DRIVE WAY.` \ I
EXISTING
MISTING GARDEN
EXISTING
PROP. LINE
52'- 1
rklus- I I zolf-13 A =I
SCALE: 1/8"=I'-0"
NORTH.
LOTE
= 5840.4 S.Q.F.
EXIST, CONST.
=1375.0 S.Q.F
GARAGE
= 220.0 S.Q.F
P. ADDITION
161.4 S.Q.F
TOTAL CONST.
1759.8 S.Q.F
PERCENTAGE CONST.
= 30%
EXISTING WALL.
NEW WALL.
DEMOLITION
Z'
.1
r14,
c3
t
1602 W 12TH SANTA ANA CA, 92703
SITE PLAN
SCALE 1:20=1'0"
IK 1-41
NOTES:
A).- HORIZONTAL LUMBER TO BE DF NO 2 OR BETTER.
B).- VERTICAL LUMBER TO BE STD OR BETTER.
C).- LAND SHOULD BE PRESSURE TREATED. Ash,
D).- PLUMBING WALL TO BE 2X6 STUDS.
E).-ROOF SHEETING TO BE 1/2"CDX PLYWOOD
W/8d@6",6"&12"O,C. (PI)BN. EN. F.N. 1711 1
F).- CONCRETE TO BE 2500 PSI Fc'AT 28 DAYS.
H).-ALL EXTERIOR FINISHES AND WINDOWS TO MATCH
EXISTING SFD.
I).- PROVIDE 20'-L UFFR GROUNDING ROD.
J).- PROVIDE ATTIC VENTILATION EQUAL TO I /150
OF AREA TO BE VENTED
z
I.- SMOKE DETECTORS SHALL SOUND AN ALARM
AUDIBLE IN ALL SLEEPING AREAS OF THE C)
UNIT. SECTION 310.9.1.
HARD -WIRED SMOKE ALARMS EQUIPPED WITH -
BATTERY BACKUP.@ NEW BEDROOM (IF ANY) Q U
2:-ALL ELECTRICAL SHALL COMPLY WITH 2001 N. E.C..
THE FOLLOWING WILL BE PROVIDED AT THE JOBSITE
FOR THE ELECTRICAL INSPECTOR. SINGLE LINE -
DIAGRAM, PANEL SCHEDULES AND LOAD CALC
FOR ELECTRICAL SYSTEMS.
4:-ALL EXISTING DOORS AND WINDOWS LEADING TO
THE PROPOSED AREA SHALL BE WATER PROOF.
5.-ALL SCREENED PANELS SHALL BE REMOVABLE.
6.-PROVIDE DRAINAGE SLOPE AWAY FROM DWELLING 2%,1%
ELSEWHERE: DRAIN TO STREET.
7.- ASPHALT SHINGLES SHALL BE SELF-SEALING AND PLACED OVER
(2) LAYERS OF 15# FELT APPLIED IN SHINGLE FASHION WHEN Z
INSTALLED A ROOF SLOPE THAT IS BETWEEN 2:12 AND 4:12.
CLASS A MIN. RATING FOR ROOF PLAN.
8.- WALL COVERINGS IN SHOWERS OR TUBS WITH SHOWERS
SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL- Z
TO 70" ABOVE DRAIN.
9.- THE BUILDING ADDRESS SHALL BE PROVIDED IN SUCH - C)
A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLV_1wFROM - r
THE STREET OR ROAD FRONTING THE PROPERTY.
10.- EAVES/PROJECTIONS SHALL BE ONE -HOUR FIRE -RESISTIVE
CONSTRUCTION, HEAVY TIMBER OR OF NONCOMBUSTIBLE r--
MATERIALS IF THEY PROJECT INTO THE 3'0" SETBACK AREA
FROM THE PROPERTY LINE EAVES SHALL BE 2'-0" MIN. FROM -
THE PROPERTY LINES. UBC 503.2.1 AND 705) hl
L-2001 CALIFORMIA ENERGY CODE (TITLE24, PART 6) DATE 04-16-03
2.-2001 CALIFORNIA BUILDING CODE (CBC)
1-2001 CALIFORNIA ELECTRICAL CODE (CEC)
4.-2001 CALIFORNIA MECHANICAL CODE (CMC)
A— I
5.-2001 CALIFORNIA PLUMBLING CODE (CPC)
OF
1
11.
EXISTING FRON ELEVATION
SCALE =141=1folf
EXISTING BACK ELEVATION
�-lffalm ffi.%Miko�
EXISTING
COMPO.SHNGLES
EXISTING LEFT ELEVATI —0 N*—
SCALE =1/411=11
EXISTING
COMPO.SHfNGLES
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On
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too
affrowl
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SCALE=1/8"=1 loft
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i
(1) BATHROOM M
1 / ♦ 1
f
a
NORTH.
EXISTING
1602 W 12TH SANTA ANA CA, 92703
SITE PLAN
SCALE 1:20=1'0"
HARD -WIRED ALARMS
BATTERY BACKUP.
t
VENT CLOTHES DRYER TO THE OURSIDE.EXHAUST
DUCT TSHALL BE 4" min .dia .AND EQUIPPED WITHH-
A BACKDRAFT DAMPER .EXHAUST DUCT LENGTH
IS LIMITED TO 14'-0" WITH 2 ELBOWS.
LOW -FLOW TOILES 1.6 al/flush), showerheads
(2.5 gpm) AND FAUCES 2.2 gpm.)
F EXHAUST FAN 5 AC/ HR MIN
INTERIOR FINISH: 2" DRYWALL V.N.Q.
1421
300 = 4.7 SF RE+Q'D.
UPPER 3 OF ATTIC.
�1a EAVE LANE.
SCREENED VENTS @
EA. 3rd JOIST SPACE.
10.- EAVES/PROJECTIONS SHALL BE ONE HOUR FIRE -RESISTIVE
CONSTRUCTION, HEAVY TIMBER OR OF NONCOMBUSTIBLE
MATERIALS IF THEY PROJECT INTO THE To" SETBACK AREA
FROM THE PROPERTY LINE EAVES SHALL BE T-O" MINYROM -
THE PROPERTY LINES. (UBC 503.2.1 AND 705)
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DATE
04-16-03
A-3
Q
EXISTING FRONT ELEVATION
SCALE =1/41t=l loot
EXISTING
COMPO.SHINGLES
EXISTING LEFT ELEVATIOIN
SCALE =1/41f=1foil
EXISTING
IN BLOM on
SCALE =1/4ff=llotl
i).- ALL
EXTERIOR
FINIC14ES TO
MACH
BELOW
18-, ('ry
A I' A"
(F) HDR
EXISTING
FAMILY ROOM
2X8 C J 16' G.
IT
(N)HDR (N) HDR
7//
(N) X4END POST
HD HDR (E HDR =7
(N) 4X4 EZ�el;���
EXISTING
DINING ROOK NEW
2X8 C J ��Q-C- EXISTING BEDROOM
EXISTING
DMNG ROOM BATH RC OM
(E) 2X8 RIDGE
E, ISTING
X
'ARACTE z
lz G Q JE)HDRI (E)HI)R
HDR
(F (E)
EXISTING
HALL CL
-T:
CL.
CL,
(E) HD HDR
u E L
F
HDR EXISUNG
LIVING ROOIV
EXISTING EXISTING
BEDROOM BEDROOM
(E)HDR (E) HIM (R) HDR
341-91'
45`_3°
RAMIN PLAN
SCALE: 1/8"=V0"
-ROOF- FRAMING PLAN..
SCALE:l/8"=l'0'f
BELC
18"
FOUNDATION PLAN
SCALE:1/8"=l'0"
PROPOSED ROOF PLAN
SCALE: 1/8"=l V'
NORTH,
LEGEND
EXIST. FOUNDATION �__�_'� __t
Qa
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ct
c:4
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DATE JULY-04
S.1
1
OF
mn
Stucco A REVISIONS BY
1 .
Post (See Plan)
1.
Simp.ST 6224, LINO
2.
Sole Plate
Alt. MST1 48 at Dbl. TJI/PSL/LVL
SEE PLAN FOR
+
4x POST, MIN.
2x wall framing
3.
Simpson MST48
2.
See Plan for Brg. Condition.
HOLDOWN C
0+
4.
2x Blocking
3.
Drop Beam, or Dbl Jst.
OUT
+
o
CONC. SLAB
4" concrete slab
5.
Post (See Plan)
4.
Flush Beam, or DbI Jst.
+
6 sack pump mix 2000 PSI @ 28 days
61TAT Al w/2' plate ws1r
6.
Top Plate
+
d+
COLD JOINT
6ft oc max, 12" comers max
5.
Plywd. Shtg w/E.N
+
U.N.O.
FO.
FO,
(To Each Joist When DbI F/J)
I
t�
. , ,
1- #4 bar T&B
4" sand
P.T. 2x plate
"4
4 . 'I
" #3 rebar @18oc e/w
/7 G.L stucco ground
17*�
7
7
A
THREADED ROD EMBED w/
0
6"earthtwood clearance
2
CL
SIMPSON "SET" EPDXY -TIE
6
LU
w/ SPECIAL INSPECTION
EPDXY ET22 ICBO 4945
*INSTALL
IN ACCORDANCE WITH SIMPSON
'4
STRONG -TIE RECOMMENDATIONS:
j
a
SPECIAL INSPECTION REQUIRED
(
X
Strop
0 Dbl. TJI/
*-M
IN.
LA RR# 25279. ICBO # ER-5279
6
LVL/PSL
mil visqueen
ST6236
MSTi60
SIMPSON
DIA.OF THREADED ROD
EMBEDMENT DEPTH
HOLDOWN FASTENERES
6
A
HOIDOWN
w/"SE1- EPDXY TIE
INTO FIRST POUR
INTO POST
+1(
3
2
MST48
1 MST172
HTT1 6_
5Z8 INCHES
10 INCHES
(18)-16d's
111
_
3
MST607
HTT22
5/8 INCHES
10 INCHES
(32)-16d's
HD 2A
5/8 INCHES
10 INCHES
(2)-5/8 DIA. BOLTS
Native soil
USE w/10d NAILS
-IRD _5A
5/8 INCHES
10 INCHES
(2)-3/4- DIA. BOLTS
KSTA36
0 4.5 O.C. AT PARALLAM
HD 6A
7/8 INCHES
10 INCHES
(2)-7/8- DIA. BOLTS
PSL BMS.
HD 8A
7/8 INCMT-
10 INCHES
(3)-7/8- DIA. BOLTS
12" 1-Story
HD 10AI
7/8 INCHES
10 INCHES
(4)-7/8- DIA. BOLTS
15"2-Story
171
DETAIL
13
DETAIL
9
DETAIL
5
HOLDOWN
FIX
EXPANSIVE
FOOTING
DETAIL
4)
C
1. WB 126 at Plate Break,
1. Shear Wall Edge Nailing
UNO.(or CS16 Strap)
2x6 rafters @24" OC (or 2x1 2 volume coiling)
2. Dbl.Top Plates
2. DbI.Top Plates Typical.
1/2" CDX index 24-0 8d 6-12
II
12" 24" 1. Simpson CS16
3. 2X Blocking on Edge.
ct: o CL
Min. Min. 4 @ Ea. Comer
Unless Interrupted by Window
0 , 8) 0
4.2xBlacking
_se C:) 0 1--
72' 30"
AM305U eacuhl rafter bay
0 " I V-
J4.
. . . . . . . . ... . . . .
U.N.0
8d at Every Nail 8d at Every Nail
8d perimeter nailing @ 6"OC
NEW FOUND. EXIST FOUND.
< CL M
A4t
Hole. Hole.
R30 2x6 pressure blocking
<
o
with eve vents @48" OC
4
N
2
0 U
WDW.
NIX,
0
OPNG.
C
M fascia
See Framing
X Plan, Typ.
24 calling joists @24" OC
M Lo (A 0)
3 3
Spike 4-16d rafter to CJ Cont 2x6 w/2" vent holes
Drill 5/8" dia holes
EMBED w/ SIMPSON
11T drywall
EPDXY ET22 ICBO 4945
r
7/8" thick stucco over 16ga netting
120 12"
over grade D construction paper
7/8" staples @ Voc
L
2x4 wall framing
1/2" #4 bar
DETAIL 14 DETAIL 10 DETAIL 6 ROOF DETAIL 2 NEW FOOTING CONNECTION
1, Beam
2, Post or Mult. Stud, 2 1-Edge Nailing
1. DbI Top Plate 3, 2X Studs /Z 2-Double Joist If Applicable
See Plan 4, Simpson MSTI 36 3-Simpson A35 At 48" o.c.
2. Simpson ST6224 or ST6224* 3 4-Alt. Location Of A35F 0 Dbl.Jsts.
3. Top Plate Break 5. Flush Beam z Z10 I 5-Studwall Or Beam
4. DbI Studs 4 6. (3)16d E/S 6-TJ1 Or Blk'g. (e) SLAB & FOOTING (n) SLAB & FOOTING
EQ. EQ. U.N.O. 5 U.N.O 7-TJI
8-A35's At 48" o.c, U.N.O On Table Below
9-DbI.Top Plates
L FO. FL 10-16d Nails At 16" o.c U.N.O
4 A35 Spacing 16d Spacing V)
LLJ
6
. . . . P . . . . - - - - - - - - - 1 15 4"Stagg.
- 6
- - - - - i i i I I 1 1
Stagg. <
I D.Q cc
U.N.O.
EQ EQ. 1 \\X1
2 (210 )cV _<
dia
F-
9/16"H #4 DOWELS 0 24"o/c 0 0 M
U 2 EPDXY FILLOLE W Q0< CL V-
AL
ELEVATION CONDITION OPT.1 TJI w/ A35 OPT.2 TJI w/ Toe Nails Per Table
19 DETAIL 15 DETAIL 11 DETAIL I DETAIL 3 NEW CONIC, SLAB TO EXIST. FTG
1. Simpson ST22 @ 48" o.c. 1-Edge Nailing
ALT.(4)16d's Per Lap & Spike 2-Rim Joist or Blkg.
VS GYPSUM 2. Rafters (See Plan) 3-Simpson A35 At 48" o.c.
619' ;e-BY OTR�RS 3. 2x Blocking
3X6 SHAPED WOODFOR RAIL 651 AP 4. Ridge Bm (See Plan) 4-Alt. Location Of A35F 0 Dbl.Jsts.
M WD. PICXES @ 4 f" O.C. MAX
2 21" L X 3 �'W/ (2) -41"DIA. BOLTS 5-Studwall Or Beam
U.N.O. 3
@4X4 POST & (2) J"DIA. X 5 J" LONG 6-TJI Or Blkg.
TAG. SCREW AT BEAM (EACH SIDE) 9 HANDRAIL & SPACER
I ---MECHFASTEWD 7-TJI
21 IJIV' 5"'1 l X06C EQ. EQ. 4 8-DbI.Top Plates
BL KING (BY 9-16d Nails At 16" o.c
OTHERS)
27 11\1 1/2 X 2, 0 CONV. U.N.O.
CONT. $PA.
TYLE BEYOND
><
147
\112X23PANEL + + 2 A35 Spacing 16d Spacing
]%T-AL SM + + 1 327 1 12 DRAWN BY JOB NO.
2w5/8 _L MSTRUCTION 2 24 2 6 A
BY OTHERS 3 M.
FLOOR JOIST 3 16 3 4"Stagg. S.
+ PE PLAN "PLATE 4 -8 DATE
��OVABIE) 0,
46 IT VINYLCOVE
SIMPSON HANGER ,4" BASE 41 JULY 04
PER PLAN SHEET
DBL JOIST OR BEAM �A
0 Til 5 7F
CALF S-2
20 GUARDRAIL DETAIL 16 HANDRAIL DETAIL 12 DETAIL 8 DETAIL 4 HOLDOWN FIX 2 OF 2 SHEETS
MANDATORY REQUIREMENTS
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R
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.
Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable.
MF--1 R FORM
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
150(a): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R-Vaiue.
X
* 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-foctor in metal frame walls
(does not apply to exterior mass walls).
X
* 150(d): Minimum R-19 raised floor insulation in framed floors.
X
150(l) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rote
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/Efiltration 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 hove:
a. Closeable metal or glass door
b. Outside air intoke 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(1): Setback thermostat on all applicable heating and/or cooling 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 tonk, non -recirculating systems, insulated (R-4 or greater) .
3. Bock -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 applicoble req irements of UL181, UL181A, or U1181B .
If mastic or tape is used to seal opening greater than 1 /4 inch, the combination of mastic and either
mesh or tope shall be used. Building cove `es shall not be used for conveying conditioned air. Joints and
seams duct systems their be back duct
of and components shall not sealed with cloth rubber addhesiue
tapes unless such tape is used in combinotion with mastic and drowbands.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity, ventilating s ems serving conditioned space have either automatic or readily accessible,
Vmpers.
X
manually operated
114: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78 % 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 silos.
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 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 alternatives to
this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
X
c14.8 General Requirements
c15.8.1 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(o)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.
CF--1 R FORM
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 1 CF"-1R
Project Title...,...... PROPOSED GONZALES RES Date.,07/20/04 Ili 06113
Project Address........ 1602 W 12TH *w*www*_____________________
SANTA ANA CA 92703 wv6,01w 1 __ __- ___ _ I
Documentation Author,., JOSEF C. TRAN itiwwwwww I Bultding Permit # I
Terry Engineering I ________ I
_________
180 E Main St Ste 150 I Plan Check / Date I
Tustin, CA 92680 I - I
(714) 838-1124 I Fletd-Check/Date I
Climate Zone........... 08 _____________________
Compliance Method...... MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc.
I MICROPAS6 v6.01 File-SO404780 Wth-CTZ08S92 Program -FORM CF-iR I
I User#-MP0206 User -Terry Engineering Run -PROPOSED GONZALES RES I
______________..________-_--__________-____..___________________________________-
GENERAL INFORMATION
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-iR
Project yTitle .......... -PROPOSED GONZALES RES Date.,07/20/04 llt06tl3
____
IMICROPAS6 v6.01� Fite-SO404780 - Wth-CTZ08S92 Program -FORM CF-iR I
I User#-MP0206 User -Terry Engineering Run -PROPOSED GONZALES RES I
-------------------------------------------------------------------------------
COMPLIANCE STATEMENT
This certificate of compliance lists the bultding 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
overatt design responsibility. When this certificate of compliance is
submitted for a singte bultding ptan to be built in muttipte orientations,
any shading feature that is varied is indicated in the Specl.at Features
Modeling Assumptions section.
Conditioned Floor Area.,... 1536 sf IGNER or OWNER DOCUMENTATION AUTHOR
Bultding Type .............. Single Family Detached
Construction Type ......... Existing Plus Addition Name., . Name.... JOSEF C. TRAN
Building Front Orientation. Front Facing 135 deg (SE) Company. NEWPORT�DRAFT� - Company. Terry Engineering
Number of Dwetting Units.. 1 Address. 1975 SHERINTON H1 Address. 180 E Maln St Ste 150
Number of Stories.......... 1 NEWPORT BEACH C 2663 Tustin, CA 92680
Floor Construction Type.... Stab On Grade Phone... (74)244-5283 Phone... (714) 838-1124
Glazing Percentage..,...... 14,1 % of ftoor area License. ___________________-___--
Average Gtazing U-factor... 1.28 Btu/hr-sf-F
Average Gtazing SHGC. , ..... 0.8 S i gned, . S I gned. ,A,: 7 _2 4
Average Ceiling Height..,.. 8 ft (date) xi (date)
BUILDING SHELL INSULATION ENFORCEMENT AGENCY
v
Component Frame Cavity~ Sheathing --
Total-
-
Assembly Name... 'T EngE nggl
Type Type R-va tue R-va tue R-va tue U-factor Location/Comments T i t te..
----------------------�----_ -------- ------- ------- ------------------------ Agency. --* XW;-�:`�'7W---_----
Roof n/a R-19 R-n/a R-19 0,051 Existing Attic ----------
New Attic Cell Phone... _ ______________
Watt n/a R-0 R-n/a R-0 0.386 Existing Ext W
Wall n/a R-13 R-n/a R-13 0.088 New Ext Watt S i gned.. ___ 7 r2 f3 - C�i� ¢
Watt n/a R-O R-n/a R-0 0.322 Existing Gypbo (date)
Door n/a R-0 R-n/a R-O 0.330 Exterior Door
StabEdge n/a R-0 R-n/a F2=0,720 Covered
StabEdge n/a R-O R-n/a F2=0.550 At Garage
FENESTRATION
Over -
Area U- Interior Exterior hang/
Orientation (sf) Factor SHGC Shading Shading Fins
____________________ _____ ______ ______ _______________ ______________ -----
Window Left (SW) 10.0 1.280 0.800 Standard Standard None
Window Front (SE) 20. 0 1. 280 0. 800 Standard Standard None
Window Front (SE) 22, 0 1.280 0.800 Standard Standard None
Window Front (SE) 10.0 1.280 0, 800 Standard Standard None
Window Right (NE) 10,0 1.280 0.800 Standard Standard None
Window Right (NE) 10.0 1.280 0.800 Standard Standard None
CERTIFICATE `OF�COMPLIANCEirRESIDENTIAL
Page _2CF-lR
Project Titte.......... PROPOSED GONZALES RES Date..07/20/04 Ili 06113
I MICROPAS6 v6,01 File-SO404780 Wth-CTZ08S92 Program -FORM CF-1R I
IUser#-MP0206 _ User -Terry Engineering _ Run PROPOSED GONZALES RES _______I
____r_
FENESTRATION
------------
Over-
Area U- Interior
Exterior
hang/
Orientation (sf) Factor SHGC Shading
Shading
Fins
--------------------
Window
_____ ______ ______ _______________
Back (NW) 12.0 1.280 0.800 Standard
______________
Standard
-----
None
Window
Right (NE) 53, 4 1.280 0.800 Standard
Standard
None
Window
Back (NW) 24.0 1.280 0.800 Standard
Standard
None
Window
Right (NE) 20.0 1.280 0.800 Standard
Standard
None
Window
Back (NW) 20.0 1.280 0.800 Standard
Standard
None
Window
Back (NW) 5.0 1.280 0.800 Standard
Standard
None
SLAB SURFACES
-------------
Area
Stab Type (sf)
Standard Stab 1536
HVAC SYSTEMS
------------
Refrigerant
Tested ACCA
Equipment Minimum Charge and Duct Duct
Duct Manual
Thermostat
Type
____________
Efficiency Alrftow Location R;-vatue
____________ _______ ___________ _______
Leakage D
_______ ______
Type
__________
Furnace
0.780 AFUE n/a Attic R-4.2
No No
SetBack
ACSptit
10.00 SEER No Attic 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-value
----------
Water
Heater to meet minimum CEC Standards
REMARKS
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALT.
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION ATi www, energy, car gov/t l t 1e24 .
(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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07--20-2004
safe
AS NOTED
Drawn:
JCT
Checked:
JT
Plot Date:
07-20-2004
.lob No:
040478
shoat:
T- 24