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MATS
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GENERAL:.
1. T I be contractor shall verify and be responsible for:
a. All Contract Documents.
b. Omissions and/or conflicts between the various elements of
the Contract Documents.
c. All dimensions and conditions at the site..
d. Any condition which in his opinion might endanger the
stability of the structure.
e. Ensuring properalignmentof the final structure,'
The contractor shall im.rnediately notify the Architect/Designer
and the Structural Engineer of any discrepancy or omission before
proceeding with the work.
2. All work shall conform t6the Ininimuinstandards of the Uniform
Building Code, 199VEditionand all other. regulating agencies
exercising authority over any portion of the work, including the
State of California; Division of Industrial Safety and Cal/OSHA.
3. All work, shall conform toAho best practice prevailing in the various
trades comprising the Work.
4. Any ASTM designations shall be as amended to date.
5. The contractor shall provide temporary erection bracing and shoring
for all structural members or as required for structural stability of the
structure during all phases of construction..
6. On -site verification of all dimensions and conditions shall be the
responsibility of the contractor (sub -contractor). Noted dimensions
take precedence over scale.
7. Specific details
Is and notes shall take precedence over general notes
and details.
All structuvj beam /beam, beam/column, and colurnit/foundatiori must, be
positively connected with Simpson or equivalent connectors irregardless of
lack of connection detailing on plans. Standard connections, unless noted
otherwise, shall be:
Beam/Column Simpson "CC" or equivalent
Beam/Beam Simpson "HUTF" or equivalent
Column/Pad-Footing Simpson "CB" or equivalent
FOUNDATIOM
1. All footings shall rest on firm natural soil or approved compacted fill.
2. Concrete to be machine mixed with a max of 7.5 gallons of water.
a. 3;Mortar Mix: I part Portland Cement, I/ 2 part limo putty, 4-1 /2 parts
sand.
4. Grout mix* 1 part cement, 3 parts sand; 2 parts . pea gravel. Grout
inspection at 4'-O"intervals.
S.. See foundation plan for additional notes..
6, Sill Bolting:
a. Interior non -beating walls- approved shot pins with cadmium
washers at 32'o:c. maximum and 12' from corners of splices
and 6" from ends, unless otherwise noted. Rarh Set or equal,
ICBO 1147. HIM, ICBO 238&
b. Interior bearing: Approved shot pins with cadmium washers
at .32"o.c. unless otherwise. noted. Rarh Setor equal, IC80 1147,
Hilti,ICB02388.
c. Exterior walls: OZx 14" anchor bottsi 7" into concrete, 6' 0. max
o.c, IZ' from corners and splices: and. minintum (2) per shear
panel, unless otherwise noted.
d. No utility trenches parallel to a1boting and deeper than 18" shall
be located within a distance of 4*-Wof a building -footing.
e. Utility trenches perpendicular tb a footing shall be a minimum of
4'-0" deep and the disturbed soil shall be compacted within a 4*-g'
distance of any footing or under a concrete slab.
7. Maintain: Concrete slabs minimum 6" above finish grade.
3" of concrete between wood arAt earth till.
& Reinforcing shall be new deformed billet -steel conforming to ASTM
specs; GR 60 intermediate grade and AS17M A615 for deformations.
% Concrete block shall be Grade "N".
10. A corrosion resistant weep screed which will allow trapped water to
drain to the exterior of the building is required at or below the stucco
at the foundation.plate line a minimum of 4�' above grade (4706-e).
11, A minimum thickness of.3-1 / 2" is required for concrete floor slab on
12. The -required clearance for wood members above the grade is 6" for
mudsills, 127 for girders, and 18" for joists.
7.
13. Foundation and floor slabs on expansive soil
shall conform as follows unless approved soils report indicates
soil- isnbt expansive or recommends other details.
a. Continuous footings under exterior walls. and interior.
bearingwallsextending below grade 24" and 18"
respectively and below, foundation wall crawl hole.
'b. Continuous #4 bars, one 4"from bottom and one 4"
from top of foundation.
c. Floor, slab 34 / 2" thick over 4" coarse aggregate base or moisture
barrier membrane and reinforced with 2 layers of 6" x 6", #10#10
welded wire fabric or I layer of 6" x 6', #6#6 welded wire fabric.
d. Saturate the soil 18"deep before placing the concrete slab.
14. All interfaces between existing and new concrete shall be tied together
by minimum #4 dowels at 24" o.c., minimum 8" into existing and new
concrete.
15. Concrete:
a. A.11c ncrete shall attain a minim compressive strength
of apsi at 28 days for slabs, Wpm for foundations;
3000 psi for tilt -up Walls and grade beams.
b. All cement shall conform, to A.S-.T.,M. C450.
c. Fine and coarse aggregate shall conform to A.S.T.M. C-33.
d. Location of construction or pour joints shall be approved by
the engineer.
e. Pipes may pass through concrete in sleeves, but shall not
be embedded therein.
f. Pipes or ducts exceeding. one-third (I /3)-of the slab or wall
thickness shall not be placed in structural oqcrete unless
specifically detailed.
g. Refer to architectural drawings for grooves, ptnaments,
molds, and finishes to be cast in concrete, and for location
of floor and slab elevations.
5
DESIGN CRITERIA (19921UX&J:
West Coast Douglas Fir
joists; Rafters, Studs: #2 Douglas Fir Larch.
T_:1 001I v j, 13 1700000 psi
Beams and Posts: #1Douglas Fir Larch 0,,
Floor/ Roof Deck: Douglas Fir Plywood, structural grade
Ext. Wall Sheathing: Douglas Fir Plywood, structural grade
Ly a a Glue -Lam. Members. Dou his Fir Larch, 24MF grade,
or as otherwise noted
IA4--- V5 4k�-M LZ"Ver4
LTJMBER AND FRAMING
(Also see engineer's calcs for grade and species. Engineer's calcs govern
.over -notes below.)
1 All lumber shall be grade marked,and conform with thestandard
grading and dressing rules of the West, Coast.Lumber Insp. Bureau.
non -bearing horizontal framing
1. Floor joists, ceiling joists, rafters and 49
shall be No. 2 Grade Douglas'Fir Larch unless otherwise noted.
1 All vertical framing lutriber shall be No.. 2 Grade Douglas Fir Larch
unless otherwise noted.
4. All.sheathing shall be No: 2 Grade Douglas Fit Larch,un.o,
5. All plywood shall be Douglas Fir plywood,conforming to American
Plywood Grading Association Grading Rule PS#.*. All plywood
exposed to weather shall be exterior grade. '5
-6. Ail mudsills to be pressure treated No. 2 Douglas, Fir.Larch or
,foundation grade Redwood,
7. All lumber in contact with concrete or masonry within 16' of grade to
be pressure treated or foundation grade Redwood.
81 Fire block at all dropped ceilings and soffits, walls parallel with stairs,
and mid -height of stair stringers.
9.Rafters to be braced to bearing partitions, minimum angle of purlin
brace to'be 455 degrees from horizontal.
10. Sub -floors shall be un-derlaymen . t grade plywood blocked at all edges.
it. All rough -sawn or resawn surfaces shall receive stain. Do not prime.
12, Header joists over 6-0" and tall joists over, I2'4'to be supported by
approved hangers.
13. Framing shall be done in a workmant..ke manner by skilled mechanics.
.14. All nailing shall comply to Table *&.9.
15. Wall framing shall be 2 x 4 studs at 16" o.c. Provide- double 2 x 4 top
plate with minimum 48* lap splice, unless otherwise noted. Fire'
block At soffits and mid -wall height.
16. Provide 1 x 6 let4n braces at each 25 lineal foot of exterior wall, at
each corner, and at- all main cross stud partitions let -in to cross a
minimum of four studs (3) places unless otherwise noted.
17. Block all floor joists maximum and at all bearing points.
Block atedges ofplywood sub -floor.
18. Provide double joists under all parallel partitions-f2&14-04. 12045.
19. Provide double trimmers each side9of openings 8'- ' wide or greater.
20. All exterior finish material shall be applied over one layer 15#
saturated felt. Provide horizontal blocking at 24" o.c, for vertical
siding. Corbels and outlookers penetrating felt shall be flashed
and counter -flashed.
21. Provide double sill at windows over 8'4'.
22: Wall bracing and notching of studs shall conform to Section-1*1ft,
U.B.C.
23. Notching of exterior and bearing/nonrhearing walls shall not exceed
257o/407o.respectiviely. Bored holes shall not exceed 407o/607o
respectively.
24. Plywood roof panels shall be bonded with intorrIieidiate orexterior
glue - CDX type plywood
25. A certificate, of inspection or certified- Inspector's harnmer mark must
be provided to the Building Dept. for each G hi-lorn beam.
26. A ridge board not loss in depth than the cut end of the rafter is
required. It shall be a vertical load bearing member when tbof slope
12 (=84*_ OiS;401 2 is less than 3:
27. Rafter ties spaced at 4'-0" max, o.c. are required immediately above
ceiling joists which are not parallel to the. rafters (2518-h4).
28. Roof purlins must not be smaller than the rafters they support. The
max. span 2 x, 4/2 x 6 roof purfins is 4 ft./6 ft. For purlin supports
provide struts, not smaller, than 2 x 4 with an unl?raced length not
over 8 ft. and not flatter than 45 degrees fromth# horizontal to
bearing walls or partitions*M94a P P► 12 17
29. Floors shall have tongue and groove or blocked, panel ed s. Plywood
spans shall conform with T 25 51 1
30, Provide termite and decay protection. per U.B.C.
STRUCTURAL STEEL AND'WELDING:
1. All work shall comply with "RISC Specification for the Design,
Fabrication and erection of Structural Steel for Buildings."
2. Structural steel shall conform to ASTM A-30.
3. Pipe columns shall conform to ASTM A-53, grade"B", with sulphur
content not to exceed .05%. Ends shall be cut square for true bearing.
4. Beam connections shall comply with,"Framed Beam Connections',
AISC Part 4,. Table 1, using 3/4�' A307 bolts (m.b.).
5. All welding shall be electric arc process and shall comply with
AWS specifications for welding and fabrication..
6. Welding shall be performed by-vef�atqwftin a shop j�,m4s, ,
licensed by the local authority. t 16
7. Low hydrogen electrodes shall be used wherever reinforcing steel
is welded.
8. Unless shown, shall be minimum weld for all
structural connections.
9. All butt welds shall be full penetration unless otherwise detailed
on the plans.
10. Open web joists shall comply with standards of the "Steel joist
Institute".
It. A certificate of fabrication from the shop performing the welding
or a report front the special inspector must be furnished to the
job inspector prior to framing approval.
12. All structural welding shall be performed by certified welders in
the shop of an approved fabricator. A certificate of fabrication
from the shop performing the welding must be furnished to the
job inspector�pricir to framing approval.
W-LAMINATED LUMBER:
1. All glu4am members to be fabricated by licensed fabricators and
shall meet WCLA, AITC, and governing UBC,requirements.
Inspection to be by AITC
2. Inspection. reports to be furnished to the general contractor, and
to the engineer upon request.
3. Contractor to submit drawings to the architect and engineer prior
to installation.
4. Cuttingpotching,-ordrillin of glu-lams to be only as specifically
noted and /or detailed on plans, or as approved by the engineer.
5. Lumber to be coast region d9uglas fir, or as an acceptable
alternate, hem fir per ICBO #3311.
6. Laminations to be 14 /r-
7. Adhesive to be waterproof and seal ends only.
8. Apperance to be industrial unless otherwise noted.
Prime or finish - none unless otherwise noted.
Wrap - load.
tits
2001 CBC: SEISMIC ZONE FRAMING MEMBERS
DOUGLAS FIR -LARCH 0
V E R T I C�,tz 16* O.0
A#�
1. 3/8- C-D WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT C O.C.
AT EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 CBC) ..... 220 PLF
- SOLE PLATE NAILING. 16D NAILS 0 6 O.C.
- WALL TOP PLATES & BLOCKING: A35 OR RBC 9 24*0.C.
2. 3/8- C-D WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 4- O.C.
AT EDGES AND 12- O.0 AT FIELD (TABLE 23-11-1-1 COO .....320 PLF
- SOLE PLATE, NAILING: 16D NAILS 0 4* O.C.
- WALL lvr ru%ma CC OLVI'mr4W POD UK nov, %V TV A
3. 3/8- C-0 WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 3- O.C.
AT EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 CBC) .....410 PLF
- SOLE PLATE NAILING: 16D NAILS 0 3* O.C.
- WALL TOP PLATES & BLOCKING. A35 OR RBC 0 12*0.C.
4. 3/8- C-D WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 2- O.C.
AT EDGES AND 12- O.0 AT FIELD (TABLE 23-11-1-1.CBC) .....530 PLF
- SOLE PLATE NAILING: (3) 1/4* 0 WS 0 16* O.C.
- WALL TOP PLATES & BLOCKING: A35 OR RBC 0 8*0.C.
5. 1/2*(OR 15/32) C-D WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS
3*0.C. AT EDGES AND 12* 6.6 AT FIELD (TABLE 23-1-1-1 CBC) .....600 PLF
- SOLE PLATE NAILING: &3) 14" 0 WS 0 16* O.C.
- WALL TOP PLATES & LOCKING: A35 OR RBC 0 8*0.C.
6. 1,12-�OR 15/32) C-D WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS
AT 2 O.C. AT EDGES AND 12- O.0 AT FIELD VBLE 23-0-1-1 CBC) .....770 PLF
- SOLE PLATE NAILING: (.3) LOC IN14* 0 WS 0 16 O.C.
11
- WALL TOP PLATES & G: A35 OR RBC 0 6*O.C.
7. USE PANEL 6 EACH SIDE
- SOLE PLATE ATTACHMENT: (6) 1/4* 0 WS 0 16" O.C. ....1540 PLF
- WALL TOP PLATES & BLOCKING: A35 OR RBC 0 6*0.C. ON EA. SIDE
_J
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Z
0
St
4x8-4
.... PLF
S21
SW32Z8--4
.... 107W-Aff
S3
SW48x8-4
--7-
.1136 PLF
_N_
SW24x9-4
....793 PLF
W3_24-4
....-975 PLF
S6
SW4_8x_9-_4
....10 3 PLF
-
3fx_10-4
.... 92.3 PLF
S F
W 06-....
5-4
W
1024 PLF
NOTES:
I WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG TESTING
LABORATORIES ( THIS INCLUDES OSIR) THESE VALUES ARE FOR DOUG-FIR LARCH OR
SOUTHERN PINE, OTHER LUMBER SPECIES MAY DIFFER SHEAR CAPACITIES.
2. PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL PANEL JOINTS.
3. WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING
IS LESS THAN 6* O.C. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING SHALL BE 3x OR WIDER AND NAILS STAGGERED ON EACH SIDE,
4. FOR SHEAR WALLS /3\ THRU USE THE FOLLOWING:
USE 3x MUDSILL
2 USE 3x MEMBER 0 PANEL JOINTS & HORIZONTAL BLOCKING
3 NAILINGS SHALL BE STAGGERED
5. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS 0 SHEAR WALLS ONLY.
6. WS: WOOD SCREW USE SIMPS. SOS 1/4 X 6
LATERAL 'IzS' H E 4 R NOTES 2
NOTES
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2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT (UBC SECT.
1 8d,6.6, 11
1 2- ALL SHEAR WALLS ARE TO 8E SECURED WITH ANCHOR BOLTS SPACED PER FOUNDATION PLAN,
OR ANCHOR BOLTING SCHEDULE.
S. PROVIDE RETROFIT I bOLT8, SIMPSON RFB # 5 X 10 TO EXISTING FOUNDATION PER ANCHOR
BOLTING SCHEDULE, USING SET EPDXY.
4. PROVIDE RETROFIT DOLTS SIMPS RFO # 5 X 16 FOR H 02A, HD SA, OHD�, PkD5: HV16, H#22,
HDC5/22, HDC5/4, USING SET EPDXY.
ANCHOR B ru"L T SCHEDULE
N5
NOTES
1. CONTRACTOR SHALL VERIFY FOUNDATION DIMENSIONS WITH FLOOR PLAN DIMENSIONS AND
REPORT ANY DISCREPANCIES TO TIDE ARCHITECT PRIOR TO START Of CONSTR=ON.
2. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES ALL REQUIREMENTS FOR THEIR
MATERIALS TO BE INSTALLED UNDER/IN SLAB. AND NEW FOOTINGS.,
3. VERIFY LOCATIONS OF ALL HOLDDOWNS WITH FRAMING CONTRACTOR PRIOR TO INSTALLATION.
CONCRETE COVER AT REINFORCING .SHALL .BE,AS.F0LLO WS.
A) POURED AGAINST- EARTH - 31 CLEAR
B) EXPOSED TO EARTH BUT POURED AGAINST FORMS- 2" CLEAR
C) SLABS ON GRADE AT CENTER
D) MAIN BARS IN BEAMS AND COLUMNS - 1-1/2- CLEAR
E) BARS PARALLEL TO COLD JOINTS - 2- CLEAR
INSTALL ALL SIMPSON(OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS
RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT
HOLDOWN,,LDCATION$.
4. ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC, SHALL BE SECURELY TIED IN
PLACE PRIOR. TO POURING GONCRET.E.
5. FOUNDATION PLATE BOLTING. PROVIDE 5/8- DIA. X 14- LONG ANCHOR BOLTS. EMBEDDED 7"
MINtMUM INTO CONCRETE. THERE SHALL BE -A MINIMUM OF 2 BOLTS PER, PLAT�E, WITH ONE,
BMT LOCATED WITHIN 1.2" OF..END AND SPACED 407 O<C. UNLESS NOTEDOTHERWISE.
6. ALL INTERIOR NON -SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER
MANUFACTURERS RECOMMENDATIONS., U.N.O. STRUCTURAL .E.NGt.NEERS,C.A.LCULATtONS GOVERN IN
ALLCASES-.
7. PLUMBING AND ELECTRICAL TRENCHES UNDER SLAB SHALL BE BACKFILLED WITH SAND AND
COMPACTED BY MECHANICAL, TAMPING-.
8. VAPOR BARRIER MATERIAL SHALL BE POLYETHYLENE FILM (VISQUEEN OR EQUIVALENT) AND
SHALL BE PLACED UNDER ALL SLABS ON GRADE WITH 6; MIN. SEALED. LA, SPLICES:
U, - .
9. PROVIDE 1/16" THICK (MINIMUM) METAL CORROSIVE -RESISTANT BASE PLATE FOR UNTREATED
WOOD POST IN CONTACT WITH - CONCRETE.
10. WHERE FRAMING LUMBER IS IN CONTACT WITH, OR LESS THAN 1-1/2- FROM CONCRETE, USE
FOUNDATION-,1GRADE REDWOOD OR PRESSURE T-REATTED. DOUGLAS— FIR
11. SEE DETAIL 2./S1 FOR FOOTING PENETRATIONS,
12-, SEE DETAIL 3/S1 FORTRENCH PARALLEL TO, FOOTING (TYPICAL WHERE REQUIRED).
13. REINFORCING STEEL SHALL BE NEW .STOCK DEFORMED BARS CONFORMING TO ASTM A6, 5
1
A} 14 BARS AND SMALLER - GR40
B 5 BARS AND LARGER - GR60
14. ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM A-185 (EXCEPT AT SLABS ON GRADE
WHICH MAY BE GR40).
15. ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE. GREASE, OR OTHER
MATERIALSWHICH„ MIGHT.AFFECT 0WIMPAIW:13OND.
16. ALL BENDS TO BE MADE COLD. SEE TYPICAL DETAILS ON THIS SHEET FOR PROPER BAR
BENDS.
OUN
A D A T I(ON N 0 T E S
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4REORDER NO. 610116-
LOW-RISE RESIDENTIAL BUILDINGS
MANDATORY FEATURES AND DEVICES
Section 150.
Any new low-rise residential building shall meet the following
requirements:
(a) Ceiling Insulation. The opaque portions of ceilings separating
conditioned spaces" from unconditioned spaces or ambient air shall
meet the requirements of either 1 or 2 below:
1. Ceilings shall be insulated between froming members with
insulation resulting in on installed thermal resistance of
R-19 or greater for the insulation alone.
ALTERNATIVE to Section 150(a)i.: Insulation which is not
penetrated by framing members may meet on R--value
equivalent to installing R-19 insula#ion between framing
members and accounting for the thermal effects of framing
members.
2. The weighted average U-value of ceilings shall not exceed
the U-value that would result from installing R-19
insulations between framing members in the entire ceiling
and accounting for the effects of framing members.
(b) Loose Fill insulation. When loose fill insulation is installed, the
minimum installed weight per square foot shall conform with the
insulation manufacturer's installed design weight per square foot
at the manufacturer's labeled R-voiue.
(c) Wall Insulation. The opaque portions of frame walls separating
conditioned spaces from unconditioned spaces or ambient air shall
meet the requirements of either 1 or 2 below:
1. Framed walls shalt be insulated between froming members
with insulation having an installed thermal resistance of R-13 or
greater. Framed foundation walls of heated basements or heated
crawl spaces shall be insulated above the adjaee nt outside ground
line with insulation having on installed thermal resistance of at
least R-13.
ALTERNATIVE to Section 150(c)1.: Insulation which is not
penetrated by framing members may meet an R-volue
equivalent to installing R-13 insulation between framing
members and accounting for the thermal effects of framing
members.
2. The weighted average U-volue of walls shall not exceed the
U-value that would result from installing R-13 insulation
between framing members and accounting for the effects of
framing members.
(d) Raised Floor Insulation Concrete raised floors over unconditioned
space shall be insulated to an installed thermal resistance of at least R-
8. All other raised floors separating conditioned space from unconditioned
space shod meet the requir ements of either 1 or 2 below:
1. Floors shoal be insulated between froming members with
insulation having on installed thermal resistance of R-13
or greater
2. The weighted average U-value of floor assemblies shall not
exceed the U-volue that would result from installing R-13
insulation between framing members and accounting for the
effects of framing members.
Alternative to Section 150(d)l. and 2.. Raised floor insulation may
be omitted if the foundation wails are insulated to meet the wall
insulation minimums shown in Tables No. 1-Z1 through 1-Z16, a vapor
barrier is placed over the entire floor of the crawl space, and
vents are fitted with automatically operated louvers that are
temperature actuated.
(e) Installation of Fireplaces, Decorative Gas Appliances and Gas iogs
1. if a masonry or factory -built fireplace is installed, i#
shall have the following:
A. Closable metal or glass doors covering the entire
opening of the firebox;
B. A combustion air intake to draw air from the
outside of the building directly into the firebox,
which is at least 6-squore inches in area and is
equipped with a readily accessible, operable, and
tight -fighting damper or combustion air control
device; and
EXCEPTION to Section 150(e)1.8: An outside
combustion air intake is not required if the
fireplace will be installed over concrete stab
flooring and the fireplace will not be located on
an exterior wail
C. A flue domper with a readily accessible control.
EXCEPTION to Section 150(e)l.C.: When a gas log,
log lighter, or decorative gas appliance is
installed in a fireplace, the flue damper shall be
blocked open if required by the manufacturer's
installation instruction or the State Mechanical
Code.
2. Continuous burning pilot lights and the use of indoor air
for cooling a firebox jacket, when that indoor air is
vented to the outside of the building, is prohibited.
(f) If an infiltration bonier is installed to meet the requirements of
Section 151, it must hove an air porosity of less than 5 ft per hour per
square foot per inch of mercury pressure difference when tested in
accordance with the requirements of ASTM E-283-84. if a vapor barrier
functions as an 'infiltration barrier it shall be located on the conditioned
side of the exterior froming.
(g) Vapor Barriers, In Climate Zones 14 and 16. a vapor barrier shall
be installed on the conditioned space side of all insulation in all
exterior walls, unwanted attics, and unwonted crawl spaces to
protect insulation from condensation.
If a building has a control ventilation crawl space, a vapor
barrier sholl be placed over the earth floor of the crawl space to
reduce moisture entry and protect insulation from condensation, as
specified in the ALTERNATIVE to Section 150(d).
(h) Space Conditioning Equipment
1. Building design heat loss rate and design heat gain rate,
shall be determined using a method based on any of the
following:
A. The American Society of Heating, Refrigeration, and
Air -Conditioning En sneers (ASHRAE) Handbook and
Product Directory, Equipment Volume (1988), Systems
and Applications Volume (1987). and Fundamentals
Volume (1989), or
B. The Sheet Metal Air Conditioning Contractors
National Association (SMACNA) Load Calculation
Manual, or
C. The Air Conditioning :Contractors Of America (ACCA)
Manual J.
The design heat loss rate and design heat gain rate ore two
of the criteria that shall be used for equipment sizing and
selection.
NOTE to Section 150(h)l.: Heating Systems must meet the
minimum heating capacity required by UBC Section 1212. The
furnace output capacity and other specifications ore
published in the Commission's directory of certified
equipment or other directories approved by the Commission.
2, Design Conditions.
For the purpose of sizing the space conditioning (HVAC)
system, the indoor design temperatures shelf be 70 degrees
Fahrenheit for hooting and 78 degrees for cooling. The
outdoor design temperatures shall be those listed in the
0.2 per cent Winter Dry Bulb column for heating and the 0.5
percent Summer Dry Bulb and the 0.5 percent Wet Bulb
columns for Cooling, based on percent of year in ASHRAE
publication SPPCDX: Climate Data for Region X, Arizona,
California, Hawaii and Nevada, 19 82.
(i) Setback Thermostats All hea#ing and/or cooling systems other than
wood stoves shall have an automatic thermostat with a clock mechanism or
other setback mechanism approved by the Executive Director that shuts the
system off during periods of non-use and that allows the building occupant
to automatically set bock the thermostat set points for at least 2 periods
within 24 hours.
EXCEP71ON to Section 150(i): Gravity gas wall heaters, gravity
floor heaters, gravity room heaters, non -central electric heaters,
room air conditioners, and room air conditioner heat pumps need not
comply with this requirement. Additionally, room air conditioner
heat pumps need not comply with Section 112(b). The resulting
increase in energy use due to elimination of the setback thermostat
shall be factored into the compliance analysis in accordance with a
method prescribed by the Executive Director.
(j) Pipe and Tank Systems
1. Unfired hot water tanks, such as storage tanks and backup
storage tanks for solar water heating systems, shall be
externally wrapped with insulation having an installed
thermal resistance of R-12 or greater or have internal
insulation of at least R-16 and a label on the exterior of
the tank showing the insulation R-value.
2. Piping, whether buried or unburied, for recirculating
sections of domestic hot water systems, piping from the
heating source to the storage tank for an indirect -fired
domestic water heating system, cooling system piping below
55 degrees Fahrenheit, and the first five feet of hot and
cold water pipes from the storage tank for non -
recirculating systems shall be thermally insulated in
accordance with Table No. 1-S.
EXCEPTIONS to Section 150(j)2: The following piping does
not have to thermally insulated: (1)factory-installed
piping within space conditioning equipment; (2) piping that
conveys fluids that have a design operating temperature
range between 55 degrees and 105 degrees Fahrenheit; (3)
gas piping; (4) cold domestic water piping; (5) drains,
vents, and waste piping.
3. Solar water heating systems and or collectors shelf be
certified by the Solar Rating and Certification
Corporation.
(k) Lighting.
1. Luminaires for general lighting in kitchens shall have
lamps with on efficacy of not less than 40 lumens per watt.
A luminaire which is the only lighting in a kitchen shall
be considered general lighting. General lighting shelf be
controlled by the most accessible switches) in the
kitchen.
Additional luminaires to used only for specific decorative
effects need not meet this requirement.
2. Each room containing a water closet shotl have at least one
luminaire with lamps with an efficacy of not less than 40
lumens per watt. If there is more than one luminaire in
the room, the high efficacy luminaire shall be switched at
an entrance to the room.
Alternative to Section 150(k)2.: The efficacy requirement
may be met by installing the luminaire meeting this
requirement in a adjacent room that has complementary
plumbing fixtures.
3. Luminaires installed to meet the 40 lumens per watt
requirements of Section 150(k)l. or 2. shall not contain
medium base incandescent lamp sockets, and shall be on
separate switches from any incandescent fighting.
4. All incandescent lighting fixtures recessed into insulated
ceilings shall be approved for zero -clearance insulation
cover (I.C.) by Underwriters Laboratories or other
testing/rating laboratories recognized by the International
Conference of Building Officials.
(1) Slab Edge Insulation. Material used for slab insulation shall meet
the following minimum specifications:
1. Water absorption rate no greater than 0.3 percent when
tested in accordance with ASTM-C-271.
2. Water vapor permeance no greater than 2.0 perm/inch when
tested in accordance with ASTM-E-96-90.
3. Concrete slab perimeter insulation must be protected from
physical damage and ultra violet light deterioration.
(m) Ducts and Fans.
1. Air handling duct systems shall be installed and sealed to
meet the requirement of UMC Sections 1002 and 1004.
Portions conveying conditioned air shall either be
insulated to a minimum installed level of R-4.2 (or any
higher level req aired by UMC Section 1005) or be enclosed
entirely in conditioned space.
2. All duct insulation product R-values shall be based on
insulation only (excluding air films. vapor barriers, or
other duct components) and tested C-values at 75oF mean
temperatures at the installed thickness, in accordance with
ASTM C 518-85 or ASTM C177-85, and certified pursuant to
Section 118.
3. The installed thickness of duct insulation used to
determine it's R-voiue shall be determined as follows:
A. For duct board, duct liner and factory -made rigid
ducts not normally subjected to compression, the
nominal thickness shall be used.
B. For duct wrap, installed thickness shalt be assumed
to be 75 percent (25 percent compression) of
nominal thickness.
C. For foctory-made flexible air ducts, the installed
thickness shall be determined by dividing the difference
between the actual outside diameter and nominal inside
diameter by 2.
4. Insulated flexible duct products installed to meet this
requirement must include labels, in maximum intervals of 10
feet, showing the thermal performance R-voiue for the duct
insulation itself (excluding air films, vapor barriers, or
other duct components), based on the tests in Section
150(m)2. and the installed thickness determined by Section
150(m)3.C.
5. All fon systems, regardless of volumetric capacity, that
exhaust air from the building to the outside shall be
provided with bockdroft or automatic dampers to prevent air
leakage.
6. All gravity ventilating systems that serve conditioned
space shall be provided with either outornatic or readily
accessible, manually operated dampers in all openings to
the outside except combustion inlet and outlet air openings
and elevator shafts.
EXCEPTION to Section 150(m)l.: The requirements do not
apply to ducts and fans integral to a wood heater or
fireplace.
MANDATORY MEASURES CHECK1.15T; R S1DENTIA L MF_lRR
NOTE: Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. items marked with an
asterisk (x) 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 porties as
binding minimum component performance specifications for the mandatory measures
whether they ore shown elsewhere in the documents or on the checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
x S 150(a): Minimum R-19 ceiling insulation.
f
y 150(b): Loose fill insulation manufacturers labeled R-Value.
N/A
* S 150(c): Minimum R-13 wolf insulation in wood framed wails
or equivalent U-Value in metal frame wails (does not apply
to exterior mass walls).
t%
s 9 150(d): Minimum R-13 raised floor insulation in framed floors
✓
S 150(1): 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.
S 116-17: Fenestration Products, Exterior Doors, and Infiltration/
Exfiitrotion Controls
1. Doors and windows between conditioned spaces designed to
limit air leakage.
2. Fenestration products (except field-foricated) have label with
certified U-Factor, certified SHGC and infiltration certification.
3. Exterior doors and windows weather stripped; all joints and
penetrations caulked and sealed.
S 150 g .Vopor barriers mandatory in Climate Zones 14 and 16 only.
N/A
13150(f):Special infiltration barrier installed to comply with 151
meets Commission quality standards.
N/A
S 150 a :Installation of Fireplaces, Decorative Gas Appliances and Logs
1. Masonry and factory -built fireplaces have:
a.Closeable metal or glass door
b.Outside air intake with damper and control
c.Flue damper and control
2. No continuous burning gas pilot lights allowed.
✓
Space Conditioning, Water Heoting and Plumbing System Measures:
S 110-13:HVAC equipment, water heaters, showerheods and faucets certified
by the Commission.
S 150(h):Heating and/or cooling foods calculated in accordance with
ASHRAE, SMACNA or ACCA
6150(i):Setbock thermostat on all applicable heating and/or cooling systems.:
6 1500):Pipe and tank insulation
1. Storage gas water heaters rated with an Energy Factor less than
0.58 must be wrapped externally with insulation having a 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. AiI buried or exposed piping insulated in recirculating sections
of hot water systems.
5. Cooling system piping below 55 F insulated.
6. Piping insulated between heating source and indirect hot water tank.
# 6150(m):Ducts and Fans
1. All ducts and plemums installed. sealed and Insulated to meet the
requirements of the 1998 CMC Sections 601, 603, 604, and Standard
6-3; ducts insulated to a minimum installed level of R-4 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 UL 181, UL 181A, or UL 181B. If mastic or tape
is used to seal openings greater that 1/4 inch, the combination of
mastic and either mesh or tape shall be used. Building cavities
shall not be used for conveying conditioned air. Joints and seams of
duct systems and their components shall not be seated with cloth back
rubber adhesive duct tapes unless such tape is used in combination
With mastic and drowbonds.
2. Exhaust fan systems have back draft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have either
automatic or readily accessible. manually operated dampers.
S 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 end outdoor spas.
N/A
3. Pool system has directional inlets and a circulation pump switch.
S115:Gos 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)
Lighting Measures:
S150(k)1:Luminaires for general lighting in kitchens shall have fomps with on
efficacy of 40 lumens/watt or greater. This general lighting shelf be
controlled by a switch on a readily accessible fighting control panel at an
entrance to the kitchen
S 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.
f
January 4, 2001
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R
Project Title.......... THE QLAQUE RESIDENCE Date..06/28/05 11:54:14
Project Address........ 901 S. ELLIOTT PLACE ******* -----_.---------------
SANTA ANA, CA *v6.01* 1 1
Documentation Author... LORI BINDER ******* I Building Permit # I
Southland Energy Consultants 1 _ 1
1491 Glenneyre St I Plan Check / Date I
Laguna Beach, CA 92651 1 1
949-497-3591 1 Field Check/ Date I
Climate Zone..... ..., 08 ----_-.---------------
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
1 ---MICROPAS6-v6.01--File-OLA2- Wth-CTZ08S92- Program -FORM CF-lR 1
1 User#-MP0298 User -Southland Energy Consulta Run -EXISTING PLUS ADDITION j
-------------------------------------------------------------------------------
GENERAL INFORMATION
-------------------
Conditioned Floor Area..... 1748 sf
Building Type...... ...... Single Family Detached
Construction Type ......... Existing Plus Addition
Building Front Orientation. Front Facing 270 deg (W)
Number of Dwelling Units... 1
Number of Stories.......... 1
Floor Construction Type.... Slab On Grade
Glazing Percentage......... 13 % of floor area
Average Glazing U-factor... 1.04 Btu/hr-sf-F
Average Glazing SHGC....... 0.74
Average Ceiling Height..... 8 ft
BUILDING SHELL INSULATION
-------------------------
Component Frame Cavity Sheathing Total Assembly
_`Type -_-- -Type- R-value- R^value- R-value U- -
factorLocation/Comments
- -__-
Wall Wood R-0 R-0 R-0 0.386
wall Wood R-13 R-0 R-13 0.088
Roof Wood R-0 R-0 R-0 0.298
Roof Wood R-19 R-0 R-19 0.051
Door n/a R-0 R-n/a R-0 0.330 Solid Wood
SlabEdge n/a R-0 R-n/a F2=0.720 To outside
FENESTRATION
------------
Over-
Area N_ Interior Exterior hang/
Orientation (sf) Factor SHGC Shading Shading Fins
Window Front (W) 50.0 0.990 0.740 Standard Standard None
Window Left (N) 41.0 0.990 0.740 Standard Standard None
Door Left (N) 40.0 1.250 0.740 Standard Standard None
Window Back (E) 47.0 0.990 0.740 Standard Standard None
Window Right (S) 49.0 0.990 0.740 Standard Standard None
SLAB SURFACES
-------------
Area
Slab Type (sf) -
Standard Slab 1748
HVAC SYSTEMS
------------
Refrigerant Tested ACCA
Equipment Minimum Charge and Duct Duct Duct Manual Thermostat
___Type_____ _Efficiency- Airflow-vLocation- Revalue Leakage r__p___ ___Type_,_
Furnace 0.78.0 AFUE n/a Attic R-4.2 No No Setback
ACSplit 10.00 SEER No Attic R-4.2 No No Setback
WAITER HEATING SYSTEMS
---------------------
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R-value
water Heater to meet minimum CEC Standards
REMARKS
FRONT: STREET FACADE.
CEC DEFAULT U-VALUES USED. NO FORMS 3R REQUIRED.
- GOVERNING AGENCY MAY REQUIRE RIGID DUCT CONNECTION FROM
RETURN AIR GRILL TO FURNACE.
EXISTING FAU & WH TO REMAIN.
FAU SIZING, MAKE AND MODEL NO.S AND NO. OF UNITS ARE A RECOMMEND.
ONLY. FINAL HVAC EQUIP. TO BE SELECTED BY INSTALLING HVAC CONT.
FAU FOR ADDITION: BDP#310J024045 35 KBTUH .80 AFUE
A/C FOR ADDITION: N/A OR. BDP#561C-024 24 KBTUH 10.0 SEER
COMPLIANCE STATEMENT
-
This certificate of compliance lists the building features and performance
specifications needed to comply with Title-24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regulations to
implement them. This certificate has been signed by the individual with
overall design responsibility. 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.... RICHARD K. NATLAND Name.... LORI BINDER
Company. ARCHITECT Company. Southland Energy Consultants
Address. 9 WINDSOR Address. 1491 Glenneyre St
NEWPORT BEACH, CA 92660 Laguna Beach, CA 92651
Phone... 949-644-5.345 Phone... 949-497-3591
License. -0
Signed.. ZOO, Orsigned..
(date} r+ {date}
r r•
ENFORCEMENT AGENCY
Name.... CABEc
Title ... aiifalYrlta ssa�ia8iofl OtBuiidiing Ewa Consubilts
Agency..
Phone.... CERTIFIED ENERGY ANALYST
Signed.. LORI E. BINDER
(date) R 41-0,4- 7 '
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