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LAN AND GENERAL NOTES
`LOT `
FLOOR PLAN - WINDOW AND DOOR SCHEDULES - DATA
FOUNDATION PLAN AND ROOF PLAN
TITLE A ENERGY CALCULATIONS
2041 S. HA.LLA' AY ST EET
SANTA ANA. CALIFORNIA 92707
4. LEGAL DESCRIPTION. TRACT NO. 560, LOT 11. ,
5. LOT SIZE: 71023 S.F.
(7 4) 125
___ ______ �..._, �_ �,h,. __ __ _ _-- 4, If the door swings over the landing, it must be not more than 1" below the door. If the door does not swing over
FIGHT VENTILATION, SANITATION AND ROOM DIMENSIONS.the landing, it may be not more than 6" below the door. A door may open at the top step of an interior flight of
1. Provide exterior openings for natural light to 1 /10t" of the floor area {10 sq. ft. min,} for all habitable rooms. (Sec. stairs if the door does not swing over the top step (Sec, 1003.3.1.6, C.B.C.).
1203.2 C.B.C.) 5. Glass doors and glazing in doors must satisfy the following (Sec. 2406, C,B,C,):
2. Provide o enable exterior openings for ventilation equal to 1I20t" the floor area 5 sq. ft. min.) for all habitable a. Each light of glazing shall be identified by a label, which will specify the labeler, and specify that safety
pq ( ) glazing has been used in such installation,
xs rooms or provide a mechanical system as described in Note 3. below. (Sec. 1203.3, C.B.C.) b. Each unit of tempered glass must be permanently identified. The identification shall be etched or ceramic
s t" fired on the glass and be visible when the unit is glazed.
3. Mechanical ventilating systems shall be capable of providing air changes per hour with 1!5 of the supply air
t,
form the outside. (Sea. 1203.3 C.B.C.) GENERAL CONSTRUCTION AND FRAMING REQUIREMENTS.
4. Provide exterior openings for ventilation equal to 1/20t" the floor area (1.5 sq, ft. mina or provide a mechanical
1. Grade and species of all lumber, unless otherwise noted at a particular location on the plans, will be Douglas
system as described in Note 5., below, for bathrooms, laundry rooms, and similar rooms. (Sec. 1203.3, C.B.C.) p Fir
No. 1. grade, Lumber, coming into direct contact with concrete, will be Douglas Fir Pressure Treated (D,F.P.T.).
5. Mechanical ventilating systems for bathrooms, laundry rooms, etc,, shall be capable of providing 5 air changes
per hour. Such systems shall be connected directly to the outside, and the point of discharge shall be at least 3 2. Strength of concrete, when poured, shell assume minimum 2,500 p.s.i. within 28 days.
feet from any opening, which allows air entry into occupied portions of the building. 3. Steel reinforcing bars shall conform to current A.S.T.M. requirements. For reinforcing bars, used in concrete
6. Porches adjacent to exterior light and ventilation openings must abut an open space, have a ceiling height of T- footings and foundations, use only #4 bars,
y sib$ 0", min. and be at least 65°l0 open on the longer side. (Sea. 1203.1 C.B.C.) 4. provide openings, in the exterior walls, which have a net area of not less than 1 sq. ft, for each 150 sq. ft. of under-
' k ➢e. i'. f .{'
7. Eaves over required windows shall be not less than 30" from the side and rear property lines. (Sec. 1204.) floor area. Openings are to be located as close to the corners as possible, and the required area shall be
approximately equally distributed along the length of at least two opposite sides. Provide corrosion resistant wire
8. Section 310 6.1, C.B.C.,requires all fiabtt ble space to. have `a ceiling height of T-6" minimum. For all kitchens mesh with'I" maximum openings. (Sec. 2306.7 C.B.C.)
and bathrooms, the minimum sailing height is 7'-0". 5, Roof sheathing to be 1/2" CDX plywood. Nailing will be 6" edges, 6" ends., and 12" field with 8d galvanized roofing
9. One room must be 120 sq, ft. minimum. Other rooms, except the kitchen, must be 70 sq, ft. minimum. Habitable nails.
rooms, other than the kitchen, must be T-0" minimum in any dimension. (Sec: 310.62 and 310.6.3, C.B.C.)
Wood subfloor shall be 3l" CDX, with nailing to be 6" edge, 6" ends, and 12" field with 10d common nails.
_...__.__.. _ .__.-._ ti
0 ; The door, between a bathroom and kitchen, must be tight fitting. (Sec. 302,6 C.B.C.)
7. Roof nailing shalt be laid with face grain perpendicular to the supports.
'f 1 smooth, hard, nonabsorbent surface is provided to a height of 70" above the drain inlet of the shower or 8: Roof sheathing nailing shall be inspected before covering.
tub/shower combination. Materials shall be of a type not adversely affected by moisture. (Sec. 807.1.3, C,B.C.)
12. All water closets are to be located in a clear space not less'than 30" in width and have 24" minimum clearance
9. Plywood rood sheathing, exposed on the underside, shall be bonded with exterior glue.
in front of the stool. (Sec. 2904, C.B.C.) 10, Notches, on the ends of floor joists, shall not exceed 'l the depth,
13. The dwelling unit is/will be provided with a comfort heating system capable of maintaining a room temperature 11. Bored holes are not permitted within 2" of the tap or bottom of floor joist,
of 70 degrees, F. at a point T-0" above the floor. (Sec. 310.11; C.B.C.)
12. Notches, .on the top or bottom of floor joist, shall not exceed 1/6 the depth and shall not be located in the middle
FIRE RESISTIVE REQUIREMENTS 1/3 of the span.
1. Dwellings require the following exterior wall and opening protection. (Sec. 503.2, C.B.C.) 13. Floor joists must be lapped 3" over supporting beams, girders, or partitions, or tied together in an approved
manner.
a. Walls, within .3' 0" of a property line, must be of one -hour fire -resistive construction (e.g.: 7/8" exterior
cement plaster on the exterior surface and 5/8" type x gypsum board at the interior). 14. Floor joists require 1-1/2" of bearing on wood or metal, and 3" on masonry (unless supported on a 1"x4"' ribbons
b. No openings are permitted in walls within T-0" of a property line (except for walls which are perpendicular to trip and nailed to the adjoining stud).
the property line).
15. Notching of studs, in bearing partitions, shall not exceed 25% of the width.
2. projections, ;beyond the exterior wall .(e.g.: eaves, architectural appendages), shall not extend beyond:. (1) a
point, one-third the distance to the property line, from the exterior wall, or (2) 2'-0" from the property line, 16. Notching of studs, in nonbearing partitions, shall not exceed 40% of the width.
whichever is. least restrictive. (Sec. 503.2.1, C.B.C)
17. Bored holes, in studs in nonbearing partitions, shall not exceed 60% of the width (unless the bored studs are
3. Combustible projections (e.g.: eaves, architectural appendages) which are located within T-0" of a property line doubled, and no more than two such successive doubled studs are so bored),
must have one -hour protection and regardless of the material, or fire resistance, projections may not be less
than 2'-0" from a property line. (Sec. 705, C.B.C.) 18. Bored holes may not be located nearer than 5/8" to the edge of the stud, and may not be located in the same `
section of the stud as a cut or notch.
4. Provide smoke detector in each sleeping room and at a point centrally located in the corridor, or area giving
access to each, separate sleeping area, and, in each story or basement. If sleeping rooms are at an upper 19. For attics with a vertical clear height of 30" or more, provide a readily accessible attic opening in the ceiling.
:level, provide a detector at the cn of the upper lever in oI696 proximity to the stairway.. Sec. 310.9.1.4i Opening shall be 22"x30" minimum and have 30" minimum headroom. Sec..:1505.1 C.B.C.)
g pp p Y � Y( p �._ __. (.
C.B.C.)
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20. Provide ventilation for attic spaces and enclose rafter spaces. Ventilation openings shall be not less than 1/150 of
5. When the value, of an addition, alteration, or repair, exceeds $1,000, or if a sleeping room is added, detectors the area ventilated. Openings may be reduced to 1/500 if 50% of the openings are in the upper, ortion of the
must be installed. (Sec, 310.9.1.2, C.B.C.) space, and at least 3'-)' above the eaves. Corrosion resistant mesh, with W'; maximum openings, is required. (Sec.
1505.3 C.B.C.)
6, Detectors must receive power, from the building wiring. and shall be equipped with battery backup, except that
in the existing portion of an existing building (not in an addition), they may be battery operated. (Sec. 310.9.1.3, 21. The engineer, or architect in responsible charge of the structural design work, shall include in the construction
C.B.C.) documents, the following:
a. Structural tests and inspections required by C.B.C. Chapter 17.
7. Chimneys must extend at least 2'-0" above the roof, or any part of the building, within 10'-0" measured b. The Structural engineer of record shall provide periodic and final inspections for all structural elements to '
horizontally, (Table 31-B. C.B.C.) insure completed construction agrees with his design. Prior to the Building Safety Division's final inspectior9,
the structural engineer of record shall submit a letter to the Building Official certifying completed structural
8. Chimneys must be designed and/or braced to withstand wind and seismic forces. elements. (106.3.5 and 1702 C.B.C.)
c. Other structural inspections required, by the engineer or architect in responsible charge of the structural
EXISTING EMERGENCY EGRESS DOORS STAIRS. design work.
1. At least one exit doorway shall be of a size to permit the installation of a door not less than 3' 0" wide x 6' 8" 22. Walls braced to resist wind and seismic forces shall not exceed the following height to width ratios: 2 for 1 for '
high and a clear width of 32" with the door at 90 degrees. (Sec, 1003.3.1.1, C,B.C.) plywood. Framing members or blocking shall be provided at the edges of all sheets in .shear walls; 2 to 1 for
gypsum wallboard and Portland cement plaster (stucco). Wall sections having height-to=length ratios in excess of
2. Exit doors shall be openable from the inside' without the use of a key or any special knowledge, or effort, 1-1/2 to 1 shall be blocked. (2315, T 23-11-1-1, T 23-11-G, 2513.4, T 25-1 C.B.C.)
except that a night latch, security chain, or dead bolt may be provided, provided such devices are openable
from the inside without the use of a key, or tool, and are mounted at 48" maximum above the floor. (Sec.
1003.3.1.8 C.B.C.)
3. A landing is required on each side of a door. The landing shall be level, except at the exterior, it may slope at
1/4" per foot, maximum (Sec. 1004.9, C.B.C.). The landings shall have a length of 36" minimum (Sec, 1004.10,
C.B.C.). The landings shall have a width not less than the width of the stair or door, whichever is greater, and
the door in the fully open position shall not reduce the width by more than 7" (Sec. 1003.3.1.6, C.B.C.).
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PARCEL NUMBERS
BOOK 14 PACE 11
rR. No. 992 M.M.34-47 ,
SHOWN IN CIRCLES
COUNrY OF ORANGE
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SITE PLAN
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PROJECT DATA.
1.
WHERS:
MR. AND MRS. LEANDRO MARTINEZ.
ADDRESS.-
2041 S. HOLLIDAYVTR IMET
SANTA ARA, CALIFORNIA 92707.
.3.
A.P. NUMBER-.
014-111-31.
4
LEGAL ViSCRIPTION-ft
TRACT NO. 560, BLOCK 10, LOT 11.
S.
ONE:
Rat
S.
LOT SIZE:
7,023 S.F.
7
NO. OF EXIXTING
4UILDINGS (WITH
FOUNDATION$)%
1.
8.
YEAR RE"MI)ENZE
BUILT:
1953.
9.
PERCENTAGE OF
LOT C '0v ERAG,
(NEWAND 0*114TIM1.10
BUILDING$)a
110.-EXIST. RESIDENCE:
400 S.F.
i I
NEW AVOITION:
491 S,)
LEGEND
WINDOW SCHEDULE
SYM.
SIZE
TYPE
GLAZING
REMARKS
(j)2'-6"X3'-6"
ALUM. FRAME LOUVER
N.A.
EXISTING
2'-6"X3'-O"
VINYL FRAME SLIDING
U — 0.75
NEW
4'-O"X4'-O"
VINYL FRAME SLIDING
U — 0.75
NEW
4'-O"X5'-O"
VINYL FRAME SLIDING
U — 0.75
NEW
5
Z`_ `61YXT-011
VINYL FRAME SLIDING
U — 0.75
NEW
(a)
3'-0"X2'-O"
VINYL FRAME SLIDING.,j
OPAQUE
NEW
DOOR SCHEDULE
Nag
SOLID CORE
SOLID CORE
VIM
I HOLLOW "CORE
NEW I
10 611, Id- 7"
NOTE: ALL EXISTING LOUVERED GLASS WINDOWS TO BE REPLACED I e_
WITH CITY -APPROVED VINYL ORALUMINUM FRAMED SLIDING GLASS 11-311 31- 5 1 11
WINDOWS.
DESIGNED BY:
FRANK MITCHELL, 111111.
TELEPHONE NUMBER — (714) 200-4178
ALL EXTERIOR _WALL8to BE 2"X4" STUDS @ 16" O.,C.
INSULATION TO BE R-1 3 1,N ALL EXTERIOR WALLS
.. .... ........
,NEW 2"X6" PLUMBING WALL
1A1.NEW
V—MBOU
DESCRIPTION
VIEW
NU ANALL;
EXI,";TING WALL TO BE REMOVED,
0- KE DETECTOR (BATTERY
SI �y U'J'-"
f ETECTO R (WIRED [ECT),
SOCKET RECEPTACLE.
SwIT H.:
LIGHT F!XTURE.
7
FLoupTSCENT LIGHT TiXTURE..
NEW EXHAUST FAN
_JJiM.0KE
DETECTOR (WIRED DIRECT} TO HAVE BATTERY BACK-UP
DESCRIPTION
RIORL
FOUNDATION
A.13
INTERIOR
FOUNDATION
A.13 _J
-----------
i UPPER FLOOR
SILL PLATE
NAILING
-7/8"7STUCCO/ LATH 1.6 GA.
5/8"
@ 48"
O.C.
N.A.
16d @ 8" O.C.
STAPLES
': DX PLY. 8d @ 6" O.C71
5/8"@
36
O.C.
5/8"
@ 36-
O.C.
16d @ 6" *.C.
1 SIDE
O.C.
2 SIDES
DX PLY.18d a- 4" O.C.
5/8'
@ 36"
O.C. 0"
5/8"
@ 36"
O.0
3/8" DIA. X 5"
1: SIDE'
LAG SCREWS @
31 "GDX�!j PLY. ,$d.@ 4" c
�5/8
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5 18"
@ 1:8
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5/8"
@ 15"
O.C.
5/8"
@ 15
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13" O.C.
2 SIDES
§ 6" O.G.
PL .8d @ 2"O.C.
5/8"
@ 22"
O.C.
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@ 22"
_J;
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I SIDE
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SIES
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0 C. - I SIDE
LAG SCREWS Ca,7,
15/32" CDXPLY. 1 Od @ 2"
5/8"
@ 9- O.C.
5/8"
@ 9" O.0
8" O.C.
O.C. - 2 S IDES,
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G.F1C.I.
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HEATER
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2
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At
HEADER
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FLOOR PtAINI.
SCALEA/4"=111-0".
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-ROOF DIAPHRAM NAILING TO BE
INSPEC
TED BEFORE COVERING.
FACE GRAIN OF PLYWOOD SHALL BE THE '-SIZE -0FA06 A bi
PERPENDICULAR TO SUPPORTS. :VALLEY, OR HIP MEMBERS SHALL
.
...... ......
NOT BE LESS THAN THE CUT AND
END DEPTH OF THE RAFTER (SEC. ANCHOR BOLTS EMBEDDED MIN. `�iRV
INTO CONCRETE FOUNDATION,
2320.12.3 OF 2001 C.B.C.)
l WITH SPACING NO MORE THAN 6'
(SEC. 1806.6,2001 C.B.C.
(A
-',-
ROOFINGMATERIALS TO BE ASPHALT COMPOSITION- SHINGLES MATCH,
5#' :_NuEWm.1 4" CONCRETE SLAB WITH -STYLE AND COLOR OF ORIGINAL EXISTING ROOFING ON TO
CN
FELT AND1/2" CDX PLYWOOD OR 5/8" O.S.B. SHEATHING, NAILING TO, BE
:6"X6" NO. 10 WIRE AND MIN 6 MIL ,F
D ROOF NAILS. ENTIRE ROOF SHEATHING AND:
't
,6,6,12 WITH 8d GALVANIZE WATERPROOF MEMBRANE AT
COVER SUPPORTED BY 2"X.6"RAFTERS @ 16" O.C. . . . . . . . . . . .
BOTTOM OF SLAB AND TOP OF 3":
MIN. SAND BASE
T8
F
COVERINGS SHALL HAVE
AT LEAST A CLASS "C" RATING
LOCATION OF NEW
F.A.U. IN ATTIC AREA (SEC. 1502; 1503.3; AND 1504 OF
T/7i9 /Vre 2001 C.B.C.)
1411177C /e-V-c,6Z
NEW #4 REINFORCING _ - _SAWS _2eO.C._f8_'LONG, EMBEDDED INTO
EXISTING CONCRETE SLAB, THROUGHOUT.
EAVE WIDTH TO
MATCH EXISTING
RESIDENCE (TYP.),/
EXISTING 2"X6" RAFTERS @ 16" O.C. SUPPORTING 1"X6" BOARD
SHEATHING AND A.C. SHINGLES EXISTING CONCRETE SLAB
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EXTERIOR PLASTER - USE "ID" METAL LATH PAPER PRIOR TO PLASTER
APPLICATION.
EAST ELEVATION",,"',
NORTH ELEVATI
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N51A1,CE
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F OP
56RI�-,ENM POOR
ALL
NtiTE ALL NAILING OF O.S.B. SHEAR PANELS TO BE DONE WITHOUT
THE USE OF NAIL GUN OR ANY OTHER MECHANICAL FASTENING. ION
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MANDATORY RESIDENTIAL
Note:•.residentialbuildin t fStandardsa •, .a ., tt t ♦compliance'•• ♦a •
Items Marked with a
,*) may be superseded by more stringent compliance requirements listed on the Certificate of
♦incorporated • r' noted • t parties
t
as a t• performance s►' a • for # as a measures
whether
:.- are f elsewhere in the documents
or
on only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable.
DESCRIPTION
DESIGNER ENFORCEMENT
Building Envelope Measures:
150(a): 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 U-factor in metal frame walls
(does not apply to exterior mass walls).
X
150(d): Minimum R-13 raised floor insulation in framed floors.
X
150(l) : Slab 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/Exf'iltrotion 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.
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 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 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/extemal 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. Alt 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 a%icoble requirements of UL181, UL181A, or U11818 .
if mastic or tape is used to seal openings 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 drawbands,
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity, ventilating {ems serving conditioned space have either automatic or readily accessible,
manually dampers.
X
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 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: Nan -electrical cooking appliances with pilot <150 Btu/hr)
X
Lighting Measures:
150(k)l.: Luminariies 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
05.8.1 Notes to be placed on the plans:
cl6.8.1.1 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.
c17.8.1.2 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 w" A. RESIDENTIAL Pai
Project
ss
.. ` ` A
Documentation Author...
: Christopher Leighton
Terry
S.
i •
13691 *-• . an Date I
Tustin, CA 92780
s i ♦ Date I
mate ZoneiS
Compliance Method ...... MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc.
` r* User -Terry Engineering Run -PROPOSED ,*
-------------------------------------------------------------------------------
Conditioned Floor Area.,.,.
891 sf
Building Type,,,,,,,,,,,,,,
Single Family Detached
Construction Type ..,.,,,,.
Existing Ptus Addition
Bultding Front Orientation,
Front Facing 270 deg (W)
Number of Dwetting Units...
I
Number of Stories,,..,.,.,.
1
Ftoor Construction Type...,
Slab On Grade
Glazing Percentage...,,,.,,
9,9 B of floor area
Average Glazing U-factor...
1.11 Btu/hr--sf-F
Average Glazing SHGC....<„
0,76
Average Ceiling Height,,,.,
8 ft
BUILDING SHELL INSULATION
Component
_________________________
Frame Cavity Sheathing
Totat Assembty
Type
Type R-value -value
-value U-factor Location/Comments
Roof
n/a R-19 R-n/a
R-19 0.051 Existing Attic
New Attic Cell
Watt
n/a R-13 R-n/a
R-13 0,088 New Ext gall
Watt
n/a R-0 R-n/a
R-0 0.213 Masonry Mass W
Door
n/a R-0 R-n/a
R-0 0.330 Exterior Door
StabEdge
n/a R-0 R-n/a
F2=0,720 Covered
Over -
Area
i,
Exterior
hang/
Orientation
(sf)
F« .
►►
Shading
Fins
Front
(W)
8.8
1,280
0.800
Standard
Standard
None
Window
Front
(W)
8.8
1,280
0.800
Standard
Standard
None
WindowWindow
•
r
0,800
Standard
StandardNone
Window
Right
(S)
8.8
1,280
0.800
Standard
Standard
None
Window
Front
(W)
7.5
0.990
0,740
Standard
Standard
None
Window
Right
(S)
16.0
0,990
0,740
Standard
Standard
None
Window
Right
(S)
6.0
0.990
0,740
Standard
Standard
None
Window
Left
(N)
7.5
0,990
0,740
Standard
Standard
None
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-IR
*i"A r i; • it is Program -FORM
Over -
Area U_ Interior Exterior hang/
Orientation (sf) Factor SHGC Shading Shading Fins
Window Left (N) 16.0 0,990 0,740 Standard Standard None
SLAB SURFACES
-------------
Area
Slab Type
------
Standard Ira 891
THERMAL MASS
------------
Area Thickness
Type Exposed (sf) (in) Location/Comments
ExteriorVert No 407 8,0 Masonry Mass W
HVAC SYSTEMS
Refrigerant
Tested
ACCA
Equipment
Minimum
Charge and Duct
Duct
Duct
Manual,
Thermost
Type
Efficiency
Alrftow Location
R-vatue
Leakage
D
Type
ACSplit
10.00 SEER
No A
'
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
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-M
Project PROPOSED MARTINEZ RES ri i A i
■■
COMPLIANCE STATEMENT
This certificate ofcompliancebultolingfeatures1 ♦ performance
is
spec I f I cat I ons needed to comp I y w I th T I t I e-24, Parts I and 6 of the
Catifornia Code of Regulations, and the administrative regulations ts
! (ement them,
... certificate has been signed bythe individual
overall designresponsibility.of
compliance
submitted for a sing(e building plan to be built in muttipte orientations,
any shading feature that is varied is indicated in the Speclat Features
t
-
Christopher ! !
Company.
MARTINEZ FAMILY
Company.
Terry Engineering
Address,
2041 S HALLADAY STREET
Address.
13691 Red Hit( Ave,
. -
in-..
Nave. , , , m Terry Engineering
Title, . , _--Y399'ifi'yfed'Fl�i^K46W`-__
Agency. ,
_ rTr-83 8 = ----
Phone,,, ____________
SIgeed,, -
-- -< date)
r r: r• r r•
Job No:
050493
sheet:
T-24