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TABLE 2304.4.1
FASTENING SCHEDULE
CONNECTION
FA5TENING'"
LOCATION
I. Joist to sill or girder
3 - 8d carman (2 I/2' x 0.1311)
All work on this project shall conform to the 2016 editions of the CRO, GBG, CFO, CPG,
(see Section 2306.10.4.1, Tele 2308.10.4.1)
3 - 3' x 0.131' nails
toenail
33. Fiberboard sheathhgl
3 - 3' 14 gage staples
face nail
2. Bridging to Joist
3 - 6d common (2 I/2' x 0.1310)
l4. Rafter to plate
3 - 3' x 0.131' nails
toenail each and
(see Section 2308.10.1, Table 2308.10.1)
3 - 3' 14 gage staples
toenail
3. 1' x 6' subfloor or less to each Joist
3 - 8d commm (2 1/2' x 0.131')
two nail
4. Hder than I' x 6' Wloor to each Joist
3 - 8d common (2 1/2' x 0.131')
two nail
5. 2' subfloor to Joist or girder
2 - I6d common (31/2' x 0.1629
blind and face nail
6. Sole plate to Joist or blocking
I6d (3 I/2' x 0.1359 at 16' oz.
Smoke detectors shall be provided in compliance with local building code as shown on
21. 1' x 8' sheathhg to each bear
3' x 0.131" nails at 8' oz.
t!picai face nail
22. Hder than I' x 8' sheathing to each beer
3' 14 gage staples at 12' o c.
face nall
Sole Ode to Joist or blocking at braced
3' -16d (31/2' x 0.135) at 16'
24' oz.
wo Pane
4 - 3' x 0.131' nails at 161
braced wall panels
similar conditions that are shown or called for and shall be approved by the architect.
4 - 3' 14 gage staples per 16'
16" oz.
1. Top plate to stud
2 -16d waren (3 I/2' x 0.1620)
The drawings represent the finished structure. Unless otherwise indicated, they do not
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3 - 3' x 0.131' nails
end nail
3 - 3' 14 gage staples
on opposite skies
8. Stud to sole plate
4 - 8d common (31/2' x 0.1621)
1.
All exterior walls to be 2x6 studs at 16" o.c. U.N.O. All interior walls to be 2x4 studs at
4 - 3' x 0.131' nails
toenail
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3 - 3' 14 gage staples
I6" o.c. U.N.O.
25. 2' Iasis
2 -16d common 0 I/2' x 0.1629
at each bearing
26. Collar tie to rafter
3 - 3' x 0.131' nails
end nail
receptacle outlets for refrigeration equipment. Counter top receptacles shall be
3-3'14 gage staples
face nail
4. Double studs
I6d (31/2' x 0.1357 at 24' o c.
provided with a min. of two small appliance branch circuits.
21. Jack rafter to hip
3' x 0.131' nail at 6' oz.
face nail
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3'14 staple at 6, oz.
toenail
10. Double top plates
16d 0 In' x 0.1357 at 16' o c.
within six feet of the intended location of the appliance. This circuit shall have no other
3' x 0.131' nail at 12' oz.
taplcal face nail
Dimensions noted "clear" or "cir" are minimum required dimensions and must be accurately
3' 14 gage staple at 12' o c.
face nail
Double top plates
8-I6d common (31/2' x 0.1621)
maintained.
28. Roof rafter to 24,y ridge beam
12 - 3' x 0.131' nails
lap slice
12.
12 - 3' 14 gap staples
toenail
II. Blocking between joists or rafters to top plate
3 - 8d common (2 I/2' x 0.1317)
otherwise noted.
3 - 3" x 0.131' nails
toenail
3 - 3' 14 gage staples
face nail
12. Rim Joist to top plate
8d (2 I/2' x 0.1317 at 6' oz.
29. Joist to band joist
3' x 0.131' nail at 6' o c.
toenail
3' 14 gage staple at 6' oz.
face nail
13. Top plates, laps and Intersections
2 -16d common 0 1/2' x 0.1627
30. Ledger strap
3 - 3" x 0.131' nails
face nail
branch circuit. ?Includes lights, receptacles and smoke detectors.
3 - 3' 14 gage staples
face nail
14. Conthlaus header, two pieces
I6d common 0 1/2' x 0.162)
16' o c. along edge
15. Ceiling Joists to plate
3 - 8d common (2 1/2' x 0.1311)
Exhaust fans and fan systems to have backdraft damper control.
Wloor, roof and wall sheathing (to framing)
5 - 3' x 0.131' nails
toenall
3.
5 - 3' 14 gage staples
14.
16. Contl nous header to stud
4 - 8d common (2 In'x 0.1319
toenall
rT. Ceiling foists, laps over partitions
3 - Ibd common (31/2' x 0.162') minimum,
Such circuits shall have no other outlets.
(see Section 2308.10.4.1, Table 2308.10.4.1)
Table 2308.10.4.1
Insulation: Halls 2x6 R-23, Attic R-38 with R-13 at the roof rafters, Floors R -la. Interior
15.
4 - 3' x 0.131' nails
face nail
4 - 3' 14 gage staples
CONNECTION
FASTi:NINBw
LOCATION
18. Gelling joists to parallel rafters
3 - Ibd common 01/2' x 0.1627 minimum,
All work on this project shall conform to the 2016 editions of the CRO, GBG, CFO, CPG,
(see Section 2306.10.4.1, Tele 2308.10.4.1)
Table 2306.10.4.1
No
33. Fiberboard sheathhgl
4 - 3' x 0.131' nails
face nail
In bathrooms, garages, accessory buildings, outdoors, in unfinished basements, under -floor
4 - 3' 14 gage staples
l4. Rafter to plate
3 - 8d common (2 1/2' x 0.1311)
areas, laundry, utility and kitchen countertops and within 6 of a bar sink.
(see Section 2308.10.1, Table 2308.10.1)
3 - 3' x 0.131' nails
toenail
2.
3 - 3' 14 gage staples
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20. 1' clkxpmol brace to each stud and plate
2 - 6d common (2 In' x 0.1317
3.
34. Interior paneling
2 - 3' x 0.131' nails
face nail
The contractor shall verify site conditions and their correlations with the drawings.
3 - 3' 14 gage staples
Smoke detectors shall be provided in compliance with local building code as shown on
21. 1' x 8' sheathhg to each bear
3 - 8d common (2 1/2' x 0.1317
face mall
22. Hder than I' x 8' sheathing to each beer
3 - 8d carman (2 I/2' x 0.1317
face nall
23. Built-up corner studs
Ibd common 0 I/2' x 0.1621)
24' oz.
Electrician shall install all built-in appliances.
3' x 0.131' nails
1610.6.
similar conditions that are shown or called for and shall be approved by the architect.
3' 14 gage staples
16" oz.
24. Bullt-tp girder and beam
20d common (4' x 0.1427 32' oz.
The drawings represent the finished structure. Unless otherwise indicated, they do not
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3' x 0.131' roil at 24' oz.
face nail at top and bottom staggered
3' 14 gage staple at 24' oz.
on opposite skies
Provide minimum 200 amp electrical service.
2 - 20d common (4' x 0.1427
1.
All exterior walls to be 2x6 studs at 16" o.c. U.N.O. All interior walls to be 2x4 studs at
3 - 3' x 0.131" nails
face nail at ends and at each spike
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3 - 3' 14 gage staples
I6" o.c. U.N.O.
25. 2' Iasis
I6d common 0 I/2' x 0.1627
at each bearing
26. Collar tie to rafter
3 - lad common (3' x 0.140
receptacle outlets for refrigeration equipment. Counter top receptacles shall be
4 - 3' x 0.131' nails
face nail
All exhaust fans to be vented to outside.
4 - 5214 gage staples
provided with a min. of two small appliance branch circuits.
21. Jack rafter to hip
3 - IOd common (3' x 0.146)
Finish grade and finish floor elevations to be field set. Drainage around all structures is
Q.
4 - 3' x 0.131' nails
toenail
4 - 3' 14 gage staples
within six feet of the intended location of the appliance. This circuit shall have no other
2 -16d common 0 I/2' x 0.1621
Il.
Dimensions noted "clear" or "cir" are minimum required dimensions and must be accurately
3 - 3' x 0.131' nails
face nail
3 - 3' 14 gage staples
maintained.
28. Roof rafter to 24,y ridge beam
2 - I6d common (31/2' x 0.1627
12.
3 - 3' x 0.131' nails
toenail
equipment shall be. bonded.
3 - 5014 gage staples
otherwise noted.
2 - i6d cannon 0 1/2' x 0.1627
Provide arc fault interrupter breaker at the main panel for all bedroom circuit outlets.
3 - 3' x 0.131' nails
face nail
12.
3 - 3' 14 gage staples
29. Joist to band joist
3 - Ibd common 0 1/2' x 0.1627
branch circuits supplying outlets installed in dwelling units shall be protected by a listed
4 - 3' x 0.131' nails
face nail
4 - 3' 14 gage staples
30. Ledger strap
3 -16d common 01/2' x 0.1627
branch circuit. ?Includes lights, receptacles and smoke detectors.
4 - 3' x 0.131' nails
face nail
sealed.
4 - 3' 14 gage staples
Tamper-resistant receptacles: All 125 volt, single phase, 15 and 20 ampere receptacles
31. Hood structural panels andparticleboard'
1/2' and less 6d"
Exhaust fans and fan systems to have backdraft damper control.
Wloor, roof and wall sheathing (to framing)
2 3/6' x 0.113' nail'
3.
15/4' 16 gage°
14.
Bathroom receptacle outlets shall be supplied by at least one 20 -ampere branch circuit.
14/32' to 3/4' 6& or ler.
4.
All gas appliances shall have on intermittent ignition device.
2 3/8' x 0.113' nail
Such circuits shall have no other outlets.
2116 gager
Insulation: Halls 2x6 R-23, Attic R-38 with R-13 at the roof rafters, Floors R -la. Interior
15.
1/8' to in Be
11160 to 11/4' IOd' or 8d'
"Ia Floor (combiatlon subfloor-underlapent
3/4' and less bd'
1.
to framing)
1/8' to Is 8d'
screw shell of the lamp holder. Outlet boxes shall not be used as the sole support for
11/61 to 11/4' Odd or 8d°
U -values of doors or windows shall meet Title 24 calculations.
COi NMT10N
FASTENING"'
LOCATION
32. Panel siding (to framhc
1/2' or less 6d'
All work on this project shall conform to the 2016 editions of the CRO, GBG, CFO, CPG,
I.
5/8' 8d'
No
33. Fiberboard sheathhgl
I/2' No. II gage roofing nail'
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In bathrooms, garages, accessory buildings, outdoors, in unfinished basements, under -floor
bd common nail W x 0.159
applicable county and/or city codes and ordinances.
No. 16 gage staple'
areas, laundry, utility and kitchen countertops and within 6 of a bar sink.
25/32' No. II gage roofing nail"
Written dimensions are to be used, do not scale drawings.
2.
bd cannon rdo (2 I�' x 01311
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3.
No. lb gage staple'
3.
34. Interior paneling
1/4' 4d)
4.
The contractor shall verify site conditions and their correlations with the drawings.
3/8' 6d'
Smoke detectors shall be provided in compliance with local building code as shown on
For 51: 1 Inch = 25.4 mm.
a. Common or box nails are permitted to be used except where otherwise stated.
b. Nails spaced at 6 Inches on center at edges 12 Inches at Intermediate supports except b Inches at supports where spas are 46
fiches or more. For rolling of wood structural panel and particleboard dlaphragms and shear walls, refer to Section 2305. Nails
for wall sheathing aro permitted to be common, box or casing.
c. Common or deformed shank (6d - 2' x 0.113'; 8d - 2 I/Y x 0.131"; IOd - 3' x 0.148').
d.common (6d-2'x0.113';8d-21/2'x 0.131'. 10d -3'x0.148).
e. Deformed shank (6d - 2' x 0.113'; 8d - 2 I/Y x 0.131",106 - 3' x 0.148').
f. Corroskln-resistant siding (6d -11/8' x 0.106'; 8d - 2 3/8' x 0.128') or casing (6d - 2' x 0.094'; 6d - 2 I/2' x 0.113') nail.
g. Fasteners spaced 3 Inches on center at exterior edges and 6 Inches on center at Intermediate supports, when used as structural
sheathing. Spacing shall be 6 Inches on center on the edges and 12 Inches on center at Intermediate supports for nonstructural
applications.
h. Corrosion -resistant roofing nails with 1/16 -inch -diameter head and I I/2 -Inch length for I/1 -Inch sheathing and 13/4-hch length for
25/32 -Inch sheathing.
I. Corroslxr-resistant staples with nominal 1/16 -Inch crown and I Winch length for 1/2 -Inch sheathing and I I/2 -inch length for
25/32 -inch sheathing. Panel supports at 16 inches (20 Inches if strength axis In the ling direction of the panel, unless otherwise
marked).
J casing 0 1/2' x 0.0807 or finish 0 I/2' x OD121 nails spaced 6 inches on panel edges, 12 Inches at Intermediate supports.
k Panel supports at 24 Inches. Casing or finish nails spaced 6 Inches on panel edges, 12 inches at intermediate supports.
I. For roof sheadnIng applications, 8d nails (2 1/2' x 0.113') ane the minimum required for wood structural panels.
m. Staples shall have a minimum aroma width of 1/16 inch.
n. for roof sheathN applications, fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports.
o. Fasteners spaced 4 Inches on center at edges, 6 Inches at Intermediate supports for Wloor and wall sheathhg and 3 inches on
center at edges, b Inches at intermediate supports for roof sheathing.
p. Fasteners spaced 4 fiches on center at edges, 6 Inches at Intermediate supports.
QENERAL
NOTES
ELECTRICAL NOTES
I.
All work on this project shall conform to the 2016 editions of the CRO, GBG, CFO, CPG,
I.
A ground fault circuit interrupter (GFCI) 15 required for all 120 volt receptacles installed
No
CMG, CEG, Green Building Code and 2016 California Energy Code and any other
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In bathrooms, garages, accessory buildings, outdoors, in unfinished basements, under -floor
applicable county and/or city codes and ordinances.
areas, laundry, utility and kitchen countertops and within 6 of a bar sink.
2.
Written dimensions are to be used, do not scale drawings.
2.
Electrical contractor to verify all fixture and device locations with Owner.
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3.
Specific information on the drawing differing from these notes shall apply.
3.
Electrical contractor shall pre -wire for telephones and T.Y. outlets.
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4.
The contractor shall verify site conditions and their correlations with the drawings.
4.
Smoke detectors shall be provided in compliance with local building code as shown on
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5.
in the event certain features of the construction are not fully shown on the drawings or
drawings, direct wire w/ battery backup.
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called for in the notes, then their construction shall be of the some character as for
5.
Electrician shall install all built-in appliances.
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similar conditions that are shown or called for and shall be approved by the architect.
6.
Provide 110 V outlet and a switched light In crawl space within 25' of HVAC unit for
6.
The drawings represent the finished structure. Unless otherwise indicated, they do not
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service.
indicate the method of construction.
1.
Provide minimum 200 amp electrical service.
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1.
All exterior walls to be 2x6 studs at 16" o.c. U.N.O. All interior walls to be 2x4 studs at
b.
In the kitchen, dining room, or similar area of a dwelling unit, the two or more 20 -ampere
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I6" o.c. U.N.O.
A"dRQ
small appliance branch circuits required shall serve all receptacle outlets and
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.5.
Bedroom window finished sill height to be 44" maximum at egress windows.
receptacle outlets for refrigeration equipment. Counter top receptacles shall be
q.
All exhaust fans to be vented to outside.
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provided with a min. of two small appliance branch circuits.
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10.
Finish grade and finish floor elevations to be field set. Drainage around all structures is
Q.
One outlet on a separate 20 amp circuit must be provided for the laundry area and be
to be away from buildings at 5% slope for minimum 10'. Swale as required.
within six feet of the intended location of the appliance. This circuit shall have no other
Il.
Dimensions noted "clear" or "cir" are minimum required dimensions and must be accurately
outlets.
maintained.
10.
Metal water pipe and other metal piping that may become energized to the service
12.
All dimensions are to face of stud, face of concrete, or face of masonry, unless
equipment shall be. bonded.
otherwise noted.
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Provide arc fault interrupter breaker at the main panel for all bedroom circuit outlets.
12.
Arc -fault circuit -interrupter protection to all 120 volt, single phase, 15 and 20 ampere
ENERGY NOTES
branch circuits supplying outlets installed in dwelling units shall be protected by a listed
arc -fault circuit interrupter, combination type installed to provide protection of the
I.
All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and
branch circuit. ?Includes lights, receptacles and smoke detectors.
sealed.
13.
Tamper-resistant receptacles: All 125 volt, single phase, 15 and 20 ampere receptacles
2.
Exhaust fans and fan systems to have backdraft damper control.
shall be listed tamper resistant receptacles.
3.
5hower heads and faucets shall be certified by the G.E.G.
14.
Bathroom receptacle outlets shall be supplied by at least one 20 -ampere branch circuit.
4.
All gas appliances shall have on intermittent ignition device.
Such circuits shall have no other outlets.
5.
Insulation: Halls 2x6 R-23, Attic R-38 with R-13 at the roof rafters, Floors R -la. Interior
15.
Fixtures, lamp holders and receptacle outlets shall be securely supported. A fixture that
sound insulation to be 3 1/2" sound butts, typical at bedroom and bathroom walls.
weighs more than 6 pounds or exceeds 16" in any direction shall not be supported by the
1.
Exterior windows, and doors with glazing, shall have permanent NFRG levels attached,
screw shell of the lamp holder. Outlet boxes shall not be used as the sole support for
U -values of doors or windows shall meet Title 24 calculations.
ceiling
8.
Title 24 Installation Gertificotion form GF -6R shall be posted prior to issuance of
(paddle) fans.
Certificate of Occupancy.
I6.
Receptacles installed in wet or damp locations must be listed weather -resistant type.
Q.
Ducts to be constructed per G.M.G. Insulate all ducts in unconditioned space with R-6.0
minimum insulation.
PERMANENT INTERIOR LUMINARIES
10.
Hater heating equipment shall be certified by the C.E.G.. Water heater energy factor to
.52 minimum. Pipe within 5'-0" of the water heater (in unconditioned space) shall be
General:
insulated with R-3 insulation.
1.
High efficiency luminary fixtures must not contain a medium based screw type incandescent
11.
Mechanical equipment is existing.
socket.
12.
All windows to be IowE2 dual glazed with vinyl frames. Windows: U= 0.32, 5HGC= 0.25.
2.
A manual -on occupant sensor must not have on always on feature.
13.
Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an
3.
All sensors (indoor and outdoor) are to let the luminaries they control run for no longer
efficiency of not less than 40 lumens per watt (usually fluorescent or LED).
than 30 minutes.
14.
Provide insulation certificate prior to final inspection.
4.
All recessed luminaries in ceilings must be approved for zero -clearance insulation
15.
This building incorporates a Radiant barrier, see roof framing plan for more information.
cover, electronic ballast, and air -tight.
GLAZING 4 HINDOH NOTES
Bathrooms:
I.
A minimum of I high efficiency luminaire shall be installed in each bathroom and controlled
I.
Doors, windows, and shower doors within hazardous areas to be impact resistant glass.
by an occupancy sensor.
2.
All glass less than IS" above adjacent walking surfaces or within 24" radius of door
jambs in closed position shall be fully tempered.
All Other Rooms:
3.
All window frames to be set in full bed of mastic. Lap building wrap over window flange
1.
All permanent interior luminaries must be high efficiency.
except at sill.
Outdoor:
DOOR AND HARDWARE NOTES
I.
All permanent outdoor luminaries attached to the building must be high efficien
controlled by a motion sensor and photocell.
I.
All interior door hardware to be as selected by owner. Interior hardware finish to be as
selected by owner.
VENTILATION
2.
Privacy locks to be provided at Master bedroom and all bathroom doors.
3.
Provide 1 1/2 pair butts per door.
I.
Provide attic ventilation at areas with attic. Venting to be at a ratio of 1:300. For
4.
Each door to be provided w/ door stop.
ventilation calculations refer to the roof framing plan. Cover vents with 1/4" corrosion
resistant wire mesh.
DRYWALL
2.
Provide galvanized vents at areas with crawl space, see foundation plan for vent size
and location. Venting to be at a ratio of 1:150. Locate vents close to corners and on at
I.
All gypsum board seams to be taped. Texture walls and ceilings with light knockdown
least two opposite sides to provide cross ventilation. Cover vents with 1/4" corrosion
finish typical U.N.O.
resistant wire mesh.
2.
Install metal edge at all exposed exterior corners.
3.
Out all openings for outlets, switches etc., score $ knock -out method will not be used.
HEATING, COOLING AIR CONDITIONING
4.
Gypsum board to be painted with primer coat prior to texturing.
5.
Fasteners shall conform with GBG table 102.3.5 and shall be applied in such a manner as
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The Mechanical Contractor to verify the adequacy of the existing mechanical system and
not to fracture the face paper Hith fo-sFe-n-or head. Fasteners shall be spaced a
revise the existing duct work as required. The heat loss and heat gain of the air
minimum of 3/8 inch from edges and ends.
conditioned portion of the building shall be determined by a licensed heating and air
(b.
All edges and ends shall occur on the framing members, except those edges and ends
to the framing
conditioning contractor or engineer. Such person shall assume all responsibility for
heating the building.
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which are perpendicular members.
adequately and cooling
2.
The systems shall be properly balanced by the Mechanical contractor.
F IN6
3.
It shall be the responsibility of the Mechanical contractor to verify In the field that
registers, ducts, etc. are not located so as to cause subsequent damages to structural
I.
All flashing shall be 26 ga. gaiv. iron unless otherwise noted. Prime 4 paint to match
members in the framing.
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adjacent construction.
4.
All HVAG registers t diffusers to have adjustable dampers.
2.
Flash and counter -flash at all roof/wall connections.
5.
All exhaust fans to have backdraft damper and a minimum of 50 cfm on intermittent
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system. Vent to outside air.
FIRE STOP NOTES
I-
FINISH
CARPENTRY
I.
Fire -stopping shall be provided to cut off all concealed draft openings (both vertical
and horizontal) and shall form a barrier between a top story and roof space, and in the
I.
Perform all work necessary and required for finish woodwork including, but limited to:
following specific locations:
A) Interior trim and millwork.
A) In exterior or interior stud walls, at ceilings.
B) Similar assemblies of finish wood.
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B) In all stud walls and partitions, including furred spaces, so placed that the maximum
is 10 feet.
(1) Hanging interior doors.
dimension and any concealed space not over
D) Installation of manufactured items not specifically noted to be installed by others.
G) Any other locations not specifically mentioned above, such as holes for pipes,
2.
Materials:
shafting, behind furring strips and similar places which could afford a passage for
A) Cleats and hook strips: Pine.
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2.
flames.
Penetrations of rated assemblies ahall be fire -stopped. Fire stopping shall be on
5.
B) Closet shelves Ixl2 MDF.
All millwork shall be fabricated and assembled from measurements taken at the site.
approved material as prescribed by the State Fire Marshall.
4.
Casing trim, Cleats, etc.: Apply with appropriate size nails countersunk and filled. All
materials shall be applied to solid backing or applied with appropriate fasteners.
- -- - - --
PLUMBING
W,7.0555 031-2-0-011 1 113
MAR %0 201 %
I.
The drawings are schematic and indicate the systems and equipment to be used. Plumbing
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contractor shall verify clearances, shall lay out and coordinate the plumbing work with
1,1, • , 1
the work of other trades, and shall confirm the location of and install sleeves and
hangers so that work of other contractors is not delayed.
2.
All fixtures shall be supplied with hot and/or cold water, waste and vent piping as
required. Haste and soil lines shall comprise a complete sanitary system from each
fixture to, and connected with the waste system.
3.
All waste lines shall have a continuous fall of 1/4" per foot inside the building.
4.
Gleonouts shall be placed to service waste system in accordance with applicable codes
and best plumbing practices.
5.
Approved backflow prevention devices shall be provided on hose bibs.
MINIMUM ERO51 ON AND 5ED I MENT GONTROL5 FOR
PROJEGT5 D 15TURB I NG LE55 THAN ONE AG /11
THE BMP'S,- jBE5T MANAGEMENT PRACTICES) L15TED BELOW MUST BE IN PLA DURING
MINIMUM REQUIREME TD T 0B 5 COULD BE REQUIRED BASED ON SITE
CONDITIONS.
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HIBY n
o ALL SOILS TRACKED ONTO PAVED ROADHAYS MUST BE GLEANED UP ON A DAILY
BASIS. WHEN STREETS ARE HET OR DURING A RAIN EVENT THERE SHALL BE NO
TRACKING OF SOILS ONTO THE STREET.
o TA:T"�ES M7TA66
Gr1 FRGFS;ZILTBEHI 19 66RB OR
5119EK4,
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OF THE
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DRAIN
INLETS. . -
o STABILIZE
ALL
DISTURBER
SOILS
IN TI IrE FRONT
O 1 15' OF TI 1E
OF 6URB
919E1KN6K. (ST-RM��T�f�%��GI���IT B A�KET-9 M A��t I�CPFOO�IG
APP616ATI.
o STABILIZE ALL SLOPES HHERE ER05ION COULD OCCUR AND CAUSE SILT RUN OFF.
(5TRAH, V15GUEEN OR EROSION BLANKETS MAY BE USED FOR THI5 APPLICATION)
o ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED
LOCATION HAY FROM 51DEKALKS AND STORM DRAIN INLET5.
o PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE 51TE MUST BE KEPT OFF OF
STREETS AND SIDEWALK5 AND AT LEAST 50' FROM THE NEAREST STORM DRAIN INLET.
o ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS
DRYWALL MUD BOXES, PAINT BUCKETS, GLEANING MATERIAL CONTAINERS ETC. COME IN
CONTACT WITH ANY RAINFALL OR STORM HATER RUNOFF.
o PROVIDE A DESIGNATED AREA FOR CONCRETE WA5HOUT. HAY BALES LiNED WITH
VISQUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY ALSO BE USED.
ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS.
o AFTER INSTALLATION OF THE ABOVE ITEM5 15 COMPLETE A MAINTENANCE PROGRAM
NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'5.
161' m I N I W I M I
IFA "No I no] MEAN
SHT. # CONTENT5
I 517E PLAN and GENERAL NOTES
2 FLOOR and ELECTRICAL PLAN5, 5TRUCTURAL NOTES
3 AS-BUILT/DEMO PLAN
FOUNDATION, ROOF and ROOF FRAMING PLANS,
ELEVATIONS, SECTIONS, and DETAILS
5 GREEN CODE
FROJEGT 5GOPE
TO ADD A MASTER BATHROOM AND ENLARGE (E) MASTER
BEDROOM IN AN EXISTING 3 BEDROOM RESIDENCE
GODS ANALNr515
CODE 2016 ORO
OCCUPANCY R -3N
USE SINGLE FAMILY RE51DENCE /
PRIVATE GARAGE
CONST. V -B NON-5PRINKLERED
--_-1
COTTON V400D RD. // , � �
/ P
11x--x-n-x-x-x x x1 `
x (E) GATE x _ J'AOX.1 LPI G.
T / i /
I CONC./PAINT x
WASHOUT
'
AREA OF x
ADDITION3 xAPPRox. I I
� 1
1 WArnES i OF (E) HELL
I �f i / I
(E) STRUCTURE x ' (E) XROOM
(E) POOL " \ " - DRAINAGE I
i ARROW, TYP. '
�-x-x- -x- -x-x-x x
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1
HER5 FEATURE 5UMMArRY 1
THE FOLLOWING 15 A SUMMARY OF THE
FEATURES THAT MUST BE FIELD -VERIFIED BY A 1
I' CERTIFIED HERS RATER A5 A CONDITION FOR 1
MEETING THE MODELED ENERGY PERFORMANCE I
FOR THI5 COMPUTER ANALYSIS: 1
1 o HIGH QUALITY INSULATION INSTALLATION 011.
NORTH
PERMIT # &D 0 s ---r,
BUTTE COUNTY DEVELOPMENT SERVICES
R5VIEWF:0 FOR
�
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SITE PLAN
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Job No.: 16-065
:11/2 BATH
(E) QARAGE
/
/
/
(E) BREEZEWAY
ROUGH CARPENTRY
I. In addition to framing operations normal to the fabrication and erection indicated on the
Drawings, install wood blocking and backing required for the work of other trades.
` 2. Structural framing shall be Douglas Fir of the grades indicated or better (MPA grading rules):
2x joists and rafters NO.2
Posts and beams NO. I
Studs NO. 2
Sills and plates NO. 2 HF
Sills on concrete PTHF
i Misc. framing not noted NO. 2
3. Wood sills bearing on concrete shall be attached as noted on the Foundation Plan, anchors shall
be within 12" of the end of each piece, and 12" or, max. Each sill shall receive at least two (2)
anchors. This information will govern unless more stringent criteria is indicated on the plans.
4. Bolt holes in wood or steel shall be 1/I6" larger than bolts.
5. All nuts shall be tightened when placed and re -tightened prior to application of finish or at
completion of job.
b. Framing hardware shall be Simpson 5TRON6-TIE or approved equal, with connectors as
i specified in the catalog NOL -2015 -lb.
1. Wall top -plates shall have joints at a stud center line.
i
PLYWOOD NOTES
' General Provisions
1. Identification requirements - Each panel shall be identified with the appropriate trademark of
the American Plywood Association, and shall meet the requirements of the latest edition of U.S.
product standards P5-1 or one of APA's performance
2. Panel thickness, grade and group number or span rating shall be at least equal to that shown on
the drawings. Application shall be in accordance with recommendations of the American Plywood
Association.
3. Nails at plywood panels shall have 3/8" edge distance and nail heads shall butt at center line of
single supporting member with edge mailing from each panel into that member.
4. Plywood panels shall butt at center line of single supporting member with edge nailing from each
panel into that member.
5. No piece of plywood, floor, or wall sheeting shall be less than 12" in least dimension.
Roof 5heeting
> I. Panel roof sheathing shall be APA RATED SHEATHING EXP 1, size and nailing as per drawings.
Install with the long dimension of the panel across supports, except where noted and with panel
continuous over two or more spans. Allow 1/8" spacing at panel ends and 1/4" spacing at panel
+ edges.
Shearwalls
I. Panel wall sheathing shall be APA RATED 5HEATHIN6 EXP I, size and nailing per drawings.
Allow I/8" spacing at all panel end and edge joints.
i
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1/2
�TH /?0
(E) EAM I LY ROOM
// / E 5TUDY
DESIGN LOADS
Seismic Site Glass "D"
Wind 110 mph exposure "G"
Floor live load 40psf
Roof Jive load 20 psf
CONCRETE NOTES
L Concrete shall have a minimum compressive strength at 25 days and a maximum slump of:
Strength... 2500 psi Slump... 4"
2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the
entire joint interface.
3. Placement of pipes, conduits, or other embedded items in the concrete shall be in accordance
with these drawings.
4. Contraction joints in slabs, shall be so placed that the maximum dimension and area of any
section do not exceed 30 feet and 600 square feet, respectively.
5. Structural steel shapes, tubes and pipes embedded in concrete shall have a minimum of 3"
concrete cover.
6. Bottoms of all footings shall rest on firm, undisturbed soil.
1. A concrete mix design is provided which addresses bleeding, shrinkage and curling.
REINFORCING STEEL
I. Reinforcing steel at foundation footings to conform to A5TM A615 and be intermediate grade
deformed bars- type N, grade 40. Reinforcing steel at retaining walls to conform to A5TM A615,
including supplement. All bars shall be new stock deformed bars, grade 40 for #4 bars and
smaller, and grade 60 for #5 and larger bars, typical unless otherwise noted. Bars to be
welded shall conform to A5TM 106.
2. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters.
3. Bends in reinforcement shall be in accordance with AGI 318-05.
4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear
coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is
placed directly against earth, and 2" where concrete is exposed to earth but is against forms.
Slabs on grade shall have reinforcing at mid -depth unless otherwise noted.
5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete
construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered
5'-0" minimum. Vertical bars shall be one piece full height.
"I/
00A
E KITCHEN
(E) 5UN ROOM
(E) DINING
(E) LIVING ROOM
5HEAR
50HEOULE
MARK
DESCRIPTION
(E) BREEZEWAY:
50' GDX PLYWOOD w/ Sd NAILS
(E) 5UNROOM:
AT b" O.G. EDGE, 12" O.G. FIELD
O
3/8" GDX PLYWOOD w/ Sd NAILS
AT 4" O.G. EDGE, 12" O.G. FIELD
3/8" GDX PLYWOOD w/ Sd NAILS
AT 3" O.G. EDGE, 12" O.G. FIELD
®
15/32" GDX PLYWOOD w/ IOd NAILS
AT b" O.G. EDGE, 12" O.G. FIELD
15/32" GDX PLYWOOD w/ IOd NAILS
" c
AT 4" O.G. EDGE, I2" O.G. FIELD
U�1
15/32" GDX PLYWOOD w/ IOd NAILS
AT 3" O.G. EDGE, 12" O.G. FIELD
Q
1/2" 6YP5UM WALLBOARD w/ 5d NAILS
AT T O.G. EDGE 4 FIELD UNBLOCKED
5/6" GYPSUM WALLBOARD w/ bd NAILS
AT T O.G. EDGE $ FIELD UNBLOCKED
®
1/8" GEMENT PLASTER OVER EXPANDED
METAL OR WOVEN WIRE LATH w/ NO. Ib
Wr
6A6E STAPLES, 7/8" LEG AT b" O.G.
0°
5/8" TI -11 PLYWOOD 510ING w/ IOd NAILS
AT b" O.G. EDGE, 12" O.G. FIELD
ALL VERTICAL JOINTS OF PANEL 5HEATHIN6 SHALL OCCUR
OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER
BLOCKING EQUAL IN 51ZE TO THE 5TUDDIN6 EXCEPT WHERE
WAIVED BY
THE INSTALLATION REQUIREMENTS FOR THE
SPECIFIC 5HEATHIN6 MATERIALS.
ELECTRICAL 5YM50L5
$ SINGLE OUTLET RECEPTACLE
1/2 HOT RECEPTACLE
FOURPLEX RECEPTACLE
6171 DUPLEX RECEPTACLE w/ 6ROUND FAULT INTERRUPT
a& 220V 220\1 DUPLEX RECEPTACLE
=t3): U UNDERCOUNTER RECEPTACLE
O FLOOR OUTLET
-r OVERHEAD INCANDESCENT LIGHT U.O.N.
Q REGE55ED INCANDESCENT LIGHT U.O.N.
K- WALL -MOUNT INCANDESCENT LIGHT U.O.N.
L•-¢-F(o F�_ AN "F" BY Tr E5 SYMBOLS DENOTE -5 FLUOR. FIXTURE
--- AN "L" BY THESE SYM1301.5 DENOTES LED FIXTURE
FAN AND LIGHT
DIRECTIONAL 5POTLI&HT
p� DIRECTIONAL FLOOD LIGHT
EMEROENGY LI6HT
FLLIORE50ENT TUBE FIXTURE
4 SINGLE, THREE, FOUR 4 FIVE POLE 5WITCHE5
q DIMMER SWITCH
PUSHBUTTON 5WITGH - 6ARA6E DOOR
I PUSHBUTTON SWITCH - DOORBELL
d TV GABLE TV JACK
d TELE TELEPHONE JACK
TM TELEPHONE / DATA COMBO JACK
0 GAT b DATA JACK
ITI EVC. 220V ELECTRIC, VEHICLE CHARGER
-* 6A5 6A5 5TU13OUT
O THERMOSTAT
FIRE SPRINKLER
0 EF EXHAUST FAN
- EF 51NOLE UNIT EXHAUST FAN 4 LIGHT
® IIOV IIOV SMOKE DETECTOR
® IIOV SMOKE DETECTOR w/ CARBON MONOXIDE 5EN50R
CHIMES
rd� 220V FUSED 220V DISCONNECT
0150.
O 6D 6ARBA6E DISPOSAL
A
4
FILL IN (E) WINDOW
OPENING, MATCH (E) o tZ FOUNDATION
CZE t V . S' T2 " AGGE55 BRACED WALL
FRAMING AND FINISH �, L=4 -0 L=4' PANEL, TYP.
D-1LJD 0
(N) SOLID -GORE DR.R-13 INSU1,�. T SH. P.
2x4 EXT. WALL I N M5TR. U5T.
CARPET L
(N G SRPET M5TR. B
CARPET , I I I m
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5E p T
(1�17ANIcIE55
RE E55 517TY.6L. HATERTR.
C I 50 P/ WP
ENGL. a
S WERHEAD O PH a B
(N) TILE v v 4
SHWR. # EF `7
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s VERIFY (Fa B/R >a - o C14
HAVE IIOV 50. i (N) 2668
L _J i
LINEN &104
(N) 2668 s�
(E) HALL All r --r^ i n i " i " 1 " I �
E ENTRY
VERIFY (E) HALLWAY
SERVING B/R HAS A
IIOV SMOKE/GARBON
MONOXIDE DETECTOR
E B/R #2
PERMIT # \-� \ 9 O E !�-T
PUTTE COUNTY C)EVELOPMENT SERVICES
REV11MED FOR
00DE COMPLIANCE
DATE � ' 2
E B/R #5
�KM5TR. BA -51 TH
- - 6Fl TILE - ____ L
(w AMC, RYU.IC
JACCU
® 220\1 - - - - - (N) 4040
5
L=4'-0" 0150. L=4'-0" TEMP. RA15ED
GOND. TILE DECK
A UNIT
4
NOTE:
1. (N) WALLS SHOWN BOLD AND SHADED:
RELOCATE z
(E) 6A5 MTR.
FLOOR PLAN
50ALE: 1/4" = 1'-0"
N ADDITION: 371 S.F.
(E) RESIDENCE: t3,130 S.F.
(N) TOTAL:
±4,301 S.F.
(E) GARAGE:
±510 S.F.
(E) BREEZEWAY:
tl3Q S.F.
(E) 5UNROOM:
±1,224 S.F.
REVISIONS
(& I DATE
Date: 03/0'i/2017
Drawn: KRH
Job No.: 16-065
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Date: 05/01/2011
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Job No.: I6-065
(E) 6040 (E) 6040 Sheet:
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ASBUILT/ DEMO PLAN
��OS�"S
PERMIT# '
o BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR SCALE: 1/4" = 1'-0"
a CODE COMPLIANCE
DATE Li ' 26 i gv p}\ �0 ('r� 1.NOTE
K LLS TO BE REMOVED SHOM LIGHT AND 5HADED
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2-16d AT EA.
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2x4 FLAT BAR-
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SIDING
15 � GABLE SND DETAIL
4
ROOF SHEA
2 X BLOCK
PROVIDE E1
WHERE APP
SHEARHALL
FOR MORE
INFORMATIC
IREFER TO PLANS FOR
PLYWOOD EDGE NAILING.
2-16d
GYP. BO.,
SEE PLAN
SCALE: I"= 1'-O"
RBC AT 48" O.G.
U.O.N. - SEE PLAN
R-13 AT F
w/ AIR SF
ABOVE -
PROVIDE INSULATI(
BAFFLES AT EAVE
12x RIDGE
I
2x RAFTER-+\
2x6 CON .
MIN -
2x4 DIA. 2x KICKER
BRACE
'-R-38, TYP. 1/2" GYP. BO. AT
WALLS AND CL6.
R-23, MSTR.
TYP. BATH SHOWER
R-19, TYP.
................ ...._ ........ ...._............ �......... ..............
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I FOR WALK-IN
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SCALE: I"= 1'-0"
6"
EQ.
r HOR. BAR5-
#4 at 12" O.G.-
4
VERT. BARS -
#4 at 18" O.G. —
CONC. SLAB
AT BASE —,
VERIFY AND
12 MATCH (E)
Z 1525
2x4 STUDS AT
16" O.G. OR AT
INT. HALLS
MSTR.
OL05ET
2x6 STUDS AT
I6 O.G. AT EXT.
WALLS
REMOVE
(E) STONE
WALL TO ROOF
FLASHING
(E) LAP SIDING
AT G.E.
(N) 14"x24"
G.E. VENT
(N) 14"x24" MATCH (E) LAP SIDING
O.E. VENT AT G.E. OVER FOIL BACK
PLYWOOD FOR RADIANT
BARRIER AT ATTIC
12 MATCH (E)
�5
SCALE: 1/4" = 1'-0"
PERMIT 0—
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
C:nr-)F r.OMPLIANCE
PERFORATED
DRAINAGE (N) FOUND.
(N) TI -II 51DING
WELL GRADED PIPE FRONT ELEVATION w/GROOVES, ACCESS ; L-__-__- ; REAR ELEVATION
BACKFILL MATERIAL MATCH (E)
SCALE: I/4" = I'-0" L -----J
2" GONG. SLAB, SCALE: I/4" = I' -O°
�
DRAIN ROCK SLOPE 1/4717T. TO Lr�
DRAINAGE CATCH24" VERIFY SIZE
OF SUMP
4"(P PERF. DRAIN PARTIAL 5EGTION II511
PIPE TO DAYLIGHT SCALE: 1/4" = 1'-0"
3-#4 cont.
Zh
21-011 01
14 TYP I GAL EAYE I I TYPICAL FOOT I NC AT PERIMETER
4- SCALE: 1" = 11-0" K4,/)
SCALE: 1" = 1'-0"
SHEARPLY OR
510ING, 5EE PLAN
2x PTOF MUD51H
SEE PLAN FOR
SIZE AND SPACING OF
ANCHOR BOLTS
PLYWOOD SHEATHING
CONT. AT FLOOR
FRAMING
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ib" O.G., U.O.N., SEE PLAN
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FOOTING INFORMATION
13 TYP I GAL PER i METER
4
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5EE
50LI
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2x4
4x4
AB4
FOO
10 710'P I GAL PIER AT ORDER
RISER
SCALE: 1" = 1'-0" 4
SCALE: 1'-- 1'-0'
REMOVE (E)
OVERHAN6 AT
(N) ROOF AREA
n
�u (E)
(E) COMP. (E)
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r
(rU COMP.
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-7. MATCH (E)
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FLASHING- VERIFY TO
-j MATCH (E)
05
(W GUTTER,
Q Q MATCH (E)
L
ROOFFLAN,
SCALE: 1/8" = 1'-0"
K00t �XAMIN& ALAN
SCALE: 1/4" = 1'-0"
18"x24" FOUNDATION
.. _.. ACCESS, PROVIDE
y
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L 3/4"05B. SHEATHING w/ IOd NAILS AT 6" O.G.
EDGES, 12" O.G. FIELD
2. PROVIDE I/2"x10" AB. AT 72" O.G. MAX. U.N.O.
3. PROVIDE 3"4"A/4" AT AB.
UNDERFLOOR VENTILATION: 371 S.F. /150 = 2.47
2.41 / 0.48 = 5.15 = (6) 14"xb" FOUNDATION VENTS, MIN.
J
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
"A" 1
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ROOFFLAN,
SCALE: 1/8" = 1'-0"
K00t �XAMIN& ALAN
SCALE: 1/4" = 1'-0"
18"x24" FOUNDATION
.. _.. ACCESS, PROVIDE
y
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L 3/4"05B. SHEATHING w/ IOd NAILS AT 6" O.G.
EDGES, 12" O.G. FIELD
2. PROVIDE I/2"x10" AB. AT 72" O.G. MAX. U.N.O.
3. PROVIDE 3"4"A/4" AT AB.
UNDERFLOOR VENTILATION: 371 S.F. /150 = 2.47
2.41 / 0.48 = 5.15 = (6) 14"xb" FOUNDATION VENTS, MIN.
J
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
"A" 1
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HHOLE BUILDING
4,301 S.F. x 0.03 = 121.03 S.F.
7.5 S.F. x (3 B/R + 1) = 30 S.F.
12q.03 + 30 = 15q.03 CFM REQUIRED
KITCHEN
HOOD OVER RANGE MUST BE > 100 CFM.
BATHROOM
BATHROOM EXHAUST FAN MUST BE > 50 CFM.
6ENERAL NOTES
I. KITCHENS AND BATHROOMS SHALL HAVE LOCAL EXHAUST FANS VENTED TO THE OUTSIDE.
2. VENTILATION AIR SHALL COME FROM THE OUT5IDE AND MAY NOT BE TRANSFERED FROM ADJACENT
DWELLING UNITS, 6ARAGE5, OR CRAWLSPACE5.
3. VENTILATION INTAKES SHALL BE LOCATED AT A 10 FOOT MIN. AWAY FROM KNOWN CONTAMINATES.
4. VENTILATION SYSTEMS THAT SUPPLY AIR TO HABITABLE SPACES SHALL BE EQUIPPED WITH A
MER\/ -b OR BETTER FILTER.
5. FANS USED FOR WHOLE HOUSE AND LOCAL VENTILATION SHALL BE RATED FOR SOUND AND AIRFLOW.
A. ALL CONTINUALLY OPERATED FANS SHALL BE RATED AT A MAX. OF ID SONE.
B. INTERMITTENTLY OPERATED WHOLE -BUILDING VENTILATION FANS SHALL BE RATED AT A MAX.
OR 1.0 SONE.
G. INTERMITTENTLY OPERATED LOCAL EXHAU5T FANS SHALL BE RATED AT A MAX. OF 3.0 SONE.
D. REMOTELY LOCATED AIR -MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE 5PACE5) NEED
NOT MEET SOUND REQUIREMENTS IF THERE 15 AT LEAST 4 FEET OF DUCTWORK BETWEEN THE FAN
AND THE INTAKE GRILL.
6. VENTILATION SYSTEM CONTROLS SHALL BE LABELED AND THE HOME OWNER SHALL BE PROVIDED
WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM.
WHOLE HOUSE VENTILATION OPTIONS
WHOLE HOUSE VENTILATION REQUIREMENTS MAY BE MET BY THE FOLLOWING:
L A CONTINUALLY OPERATED LOCAL EXHAUST FAN*. MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM
WHOLE -HOLE VENTILATION REQUIREMENTS.
2. A CONTINUALLY OPERATED LOCAL SUPPLY FAN. MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM
WHOLE -HOUSE VENTILATION REQUIREMENTS.
3. BOTH EXHAUST AND SUPPLY FANS: EXHAUST AND SUPPLY FAN CFM MAY NOT BE ADDED TO ACHIEVE
MIN. CFM REQUIREMENTS.
4. THE VENTILATION REQUIREMENTS MAY BE INTEGRATED INTO THE CONDITIONIN6 SYSTEM USING MODIFIED
CFM RATES FOR INTERMITTENT OPERATION.
! A CONTINUALLY OPERATED BATHROOM EXHAUST FAN WILL MEET THE WHOLE
HOUSE VENTILATION REQUIREMENT FOR THI5 PROJECT IF CFM 15 GREATER THAN 52.45.
13ATHROOM EXHAU5T FANS
MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE
FOLLOWING:
1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING.
2. UNLE55 FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE
CONTROLLED BY A HUM1015TAT WHICH SHALL BE READILY ACCESSIBLE.
HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF
50 TO 60 PERCENT.
2016 GREEN CODE COMPLIANCE
RE511DENTIAL MANDATORY MEASURES
SECTION 301 - GENERAL
I.I. ADDITIONS AND ALTERATIONS: The mandatory provisions of Chapter 4 shall be applied
to additions or alterations of existing residential buildings where the addition or
alteration increases the building's conditioned area, volume, or size. The requirements
shall apply only to and/or within the specific area of the addition or alteration.
NOTE: On and after January I, 2014, residential buildings undergoing permitted alterations,
additions or improvements shall replace noncompliant plumbing fixtures with
water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to
issuance of a certificate of final completion, certificate of occupancy or final permit
approval by the local building department.
32. HASTE DIVERSION: The requirements of Section 5.405 shall be required for additions
and alterations whenever a permit is required for work.
4.1. MINIMUM REHABILITATED LANDSCAPE AREA REQUIREMENT FOR EXISTING SITES: A
minimum rehabilitated landscape area equal to 15 percent of the footprint area of a new
building or of an addition to an existing building shall be provided and comply with 5ection
5.304.6
EXCEPTIONS:
I. The new building or addition to an existing building is less than 1,600 square feet in
floor area.
2. The entire existing site's irrigated landscape areas are in full compliance with 5ection
5.304.6
3. The new building or addition to an existing building is to be. partially or entirely
constructed on on existing irrigated landscape or turf lawn area which is not in
compliance with the current MHELO requirements and is equal to or greater than the
minimum rehabilitated landscape area requirement of Section 301.4.1
SECTION 4.106 - SITE DEVELOPMENT
I. GENERAL: Preservation and use of available natural resources shall be accomplished
through evaluation and careful planning to minimize negative effects on the site and
adjacent areas. Preservation of slopes, management of storm water drainage and
erosion controls shall comply with this section.
2. STORM HATER DRAINAGE AND RETENTION DURING CONSTRUCTION: Projects which disturb
less than one acre of soil and are not part of a larger common plan of development
which in total disturbs one acre or more, shall manage storm water drainage during
construction. In order to manage storm water drainage during construction, one ore more
of the following measures shall be implemented to prevent flooding of adjacent property,
prevent erosion and retain soil runoff on the site:
I. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Hhere storm water is conveyed to a public drainage system, collection point, gutter or
similar disposal method, water shall be filtered by use of a barrier system, wattle or
other method approved by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
3. GRADING AND PAVING: Construction plans shall indicate how the site grading or
drainage system will manage all surface water flows to keep water from entering
buildings.
EXCEPTION: Additions and alterations not altering the drainage path.
4. ELECTRIC, VEHICLE (i=V) CHARGING FOR NEW CONSTRUCTION. New construction shall
comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV
chargers. Electric vehicle supply equipment (E\/5E) shall be installed in accordance with
the California Electrical Code, Article 625.
4.1. NEH ONE- AND THO-FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE
GARA6E5: For each dwelling unit, install a listed raceway to accommodate a dedicated
205/240 -volt branch circuit. The raceway shall not be, less than trade size I (nominal
I -Inch inside diameter). The raceway shall originate at the main service or subponel and
shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of on EV charger. Raceways are required to be continuous at
enclosed, inaccessible or concealed areas and spaces. The service panel and/or
subponel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit
and spoce(s) reserved to permit installation of a branch circuit overcurrent protective
device.
4.1.1. IDENTIFICATION: The service panel or subpanel circuit directory shall identify the
overcurrent protective device spaces) reserved for future EV charging as "EV
CAPABLE". The raceway termination location shall be permanently and visibly marked as
"EV CAPABLE".
SECTION 4.303 - INDOOR HATER USE
I.I. WATER OL05ETS: The effective flush volume of all water closets shall not exceed 1.25
gallons per flush. Tank -type water closets shall be certified to the performance criteria
of the U.5. EPA Hoter5en5e Specification for Tank -type Toilets.
1.3. 5HOHERHEAD5
I. SINGLE 5HOHERHEAD: 5howerheads shall have a maximum flow rate of not more than
2.0 gallons per minute at 50 psi. Showerheads shall be certified to the performance
criteria of the U.S. EPA Hater5en5e 5peclficotion for 5howerheods.
2. MULTIPLE 5HOWERHEAD5 SERVING ONE SHOVER: When a shower is served by mor
than one showerhead, the combined flow rate of all showerheads and/or other shower
outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 50 psi,
or the shower shall be designed to allow only one shower outlet to be in operation at
a time.
NOTE: A handheld shower shall be considered a showerhead.
1.4. FAUCETS
1. RESIDENTIAL LAVATORY FAUCETS: The maximum flow rate of residential lavatory
faucets shall not exceed 12 gallons per minute at 60 psi. The minimum flow rate of
residential lavatory faucets shall not be less than 0.5 gallons per minute at 20 psi.
4. KITCHEN FAUCETS: The maximum flow rate of kitchen faucets shall not exceed 1.5
gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above
the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default
to a maximum flow rate of 1.5 gallons per minute at 60 psi.
NOTE: Mere complying faucets are unavailable, aerators or other means may be used
to achieve reduction.
SECTION 4.304 - OUTDOOR HATER USE
1. OUTDOOR POTABLE HATER USE IN LAND50APE AREAS: After December I, 2015, new
residential developments with on aggregate landscape area equal to or greater than
500 square feet shall comply with one of the following options:
I. A local water efficient landscape ordinance or the current California Department of
Water Resources' Model Hater Efficient Landscape Ordinance (MHELO), whichever is
more stringent; or
2. Projects with aggregate landscape areas less than 2,500 square feet may comply
with the MHELO's Appendix D Prescriptive Compliance Option.
NOTES:
I. The Model Water Efficient Landscape Ordinance (MHELO) and supporting documents
are available at: http://www.water.co.gov/wateru5cefficiency/landscapeordinance/
2. A water budget calculator is available at:
http: //www.woter.co.gov/Noteruseeff iciency/landscapeordinance/
SM11ON 4.406 - ENHANCED DURABILITY AND REDUCED MAINTENANCE
I. RODENT PROOFING: Annular spaces around pipes, electric cables, conduits or other
openings in sole/bottom plates at exterior walls shall be protected against the passage
of rodents by closing such openings with cement mortar, concrete masonry or a similar
method acceptable to the enforcing agency.
SECTION 4.406 - CONSTRUCTION HASTE REDUCTION, DISPOSAL AND RECYCLING
I. CONSTRUCTION HASTE MANAGEMENT: Recycle and/or salvage for reuse a minimum of 65
percent of the nonhazardous construction and demolition waste in accordance with either
5ection 4.405.2, 4.405.3 or 4.405.4, or meet a more stringent local construction and
demolition waste management ordinance.
2. CONSTRUCTION HASTE MANAGEMENT PLAN: Submit a construction waste management plan
in conformance with Items I through 5. The construction waste management plan shall be
updated as necessary and shall be available during construction for examination by the
enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal
by recycling, reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site
(source -separated) or bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material will be
taken.
4. Identify construction methods employed to reduce the amount of construction and
demolition waste generated.
5. Specify that the amount of construction and demolition waste materials diverted shall
be calculated by weight or volume, but not by both.
SECTION 4.406 - CONSTRUCTION WASTE REDUCTION, DISP05AL AND RECYCLING (DONT)
3. WASTE MANAGEMENT COMPANY: Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of
construction and demolition waste material diverted from the landfill complies with Section
4.408.1
NOTE: The owner or contractor may make the determination if the construction and
demolition waste materials will be diverted by a waste management company.
4. HASTE STREAM REDUCTION ALTERNATIVE [LR]: Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed
3.4 pounds per square foot of the building area shall meet the minimum 65 percent
construction waste reduction requirement in Section 4.408.1
4.1. HASTE STREAM REDUCTION ALTERNATIVE: Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed
2 pounds per square foot of the building area, shall meet the minimum 65 -percent
construction waste reduction requirement in 5ection 4.405.1.
5. DOCUMENTATION: Documentation shall be provided to the enforcing agency which
demonstrates compliance with 5ection 4.405.2, Items I through 5, 5ection 4.405.3 or
Section 4.405.4.
NOTE5:
I. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.co.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C4P) processors can be located at the
California Department of Resources Recycling and Recovery (ColRecycle).
SECTION 4.410 - BUILDING MAINTENANCE AND OPERATION
I. OPERATION AND MAINTENANCE MANUAL: At the time of final Inspection, a manual,
compact disc, web -based reference or other media acceptable to the enforcing agency
which includes all of the following shall be placed in the building:
I. Directions to the owner or occupant that the manual shall remain with the building
throughout the life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water -saving devices and systems, HVAC
systems, photovoltaic systems, electric vehicle chargers, water -heating systems and
other major appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Hater reuse systems.
3. Information from local utility, water and waste recovery providers on methods to
further reduce resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of on interior relative humidity between
30-60 percent and what methods an occupant may use to maintain the relative
humidity level in that range.
6. Information about water -conserving landscape and irrigation design and controllers
which conserve water.
1. Instructions for maintaining gutters and downspouts and the importance of diverting
water at least 5 feet away from the foundation.
5. Information on required routine maintenance measures, including, but not limited to,
caulking, painting, grading around the building, etc.
1. Information about state solar energy and incentive programs available.
10. A copy of all speclal inspection verifications required by the enforcing agency or this
code
5EGTION 4503 - FIREPLACES
I. GENERAL: Any Installed gas fireplace shall be a direct -vent sealed -combustion type. Any
installed woodstove or pellet stove shall comply with U.5. EPA New Source Performance
Standards (N5P5) emission limits as applicable, and shall have a permanent label
indicating they are certified to meet the emission limits. Hoodstoves, pellet stoves and
fireplaces shall also comply with applicable local ordinances.
SECTION 4504 - POLLUTANT CONTROL
I. COVERING OF DUCT OPENIN65 AND PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION: At the time of rough installation, during storage on the construction site
and until final startup of the heating, cooling and ventilating equipment, all duct and other
related air distribution component openings shall be covered with tape, plastic,
sheetmetol or other methods acceptable to the enforcing agency to reduce the amount
of water, dust and debris, which may enter the system.
2. FIN15H MATERIAL POLLUTANT CONTROL: Finish materials shall comply with this section.
2.1 ADHESIVES, SEALANTS AND CAULKS: Adhesives, sealants and caulks used on the project
shall meet the requirements of the following standards unless more stringent local or
regional air pollution or air quality management district rules apply:
I. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and
caulks shall comply with local or regional air pollution control or air quality
management district rules where applicable or 5CAQMD Rule 1165 VOG limits, as shown
in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the
Rule 1165 prohibition on the use of certoln toxic compounds (chloroform, ethylene
dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for
aerosol products, as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking
compounds (in units of product, less packaging, which do not weigh more than I pound
and do not consist of more than 16 fluid ounces) shall comply with statewide VOC
standards and other requirements, including prohibitions on use of certain toxic
compounds, of California Code of Regulations, Title 11, commencing with Section g4501.
22. PAINTS AND COATINGS: Architectural paints and coatings shall comply with VOG limits in
Table I of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3,
unless more stringent local limits apply. The VOC content limit for coatings that do not
meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be
determined by classifying the coating as a Flat, Nonflat or Nonflat-high Gloss coating,
based on its gloss, as defined in subsections 4.21, 4.36, and 4.51 of the 2001 California
Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or
Non -flat -high Gloss VOC limit in Table 4.504.3 shall apply.
2.3. AEROSOL PAINTS AND COATINGS: Aerosol paints and coatings shall meet the
product -weighted MIR Limits for ROC in Section 14522(o)(2) and other requirements,
Including prohibitions on use of certain toxic compounds and ozone depleting substances,
in Sections 14522(e)(I) and (f)(1) of California Code of Regulations, Title 11, commencing
with Section 14520; and in areas under the jurisdiction of the Bay Area Air Quality
Management District additionally comply with the percent VOC by weight of product limits
of Regulation 5, Rule 4q.
2.4. VERIFICATION: Verification of compliance with this section shall be provided at the
request of the enforcing agency. Documentation may include, but is not limited to, the
following:
I. Manufacturer's product specification.
2. Field verification of on-site product containers.
3. CARPET SYSTEMS: All carpet installed in the building interior shall meet the testing and
product requirements of one of the following:
I. Carpet and Rug Institute's Green Label Plus Program.
2. California Department of Public Health, "standard Method for the Testing and
Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version 1.1, February 2010 (also known as Specification
01350)
3. NSF/AN51 140 at the Gold level.
4. Scientific Certifications Systems Indoor Advantage Gold.
3.1. CARPET CUSHION: All carpet cushion installed in the building interior shall meet the
requirements of the Carpet and Rug Institute's Green Label program.
32 CARPET ADHESIVE: All carpet adhesive shall meet the requirements of Table 4.504.1.
4. RESILIENT FLOORING SYSTEMS: Where resilient flooring is installed, at least 50 percent
of floor area receiving resilient flooring shall comply with one or more of the following:
I. Products compliant with the California Department of Public Health, "Standard Method
for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor
Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as
Specification 01350), certified as a GHP5 Low -Emitting Material in the Collaborative
for High Performance Schools (GHP5) High Performance Products Database.
2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children 8
Schools program).
3. Certification under the Resilient Floor Covering Institute (RFCI) Floor5core program.
4. Meet the California Department of Public Health, "Standard Method for the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers;' Version 1.1, February 2010 (also known as Specification
01350).
5. COMPOSITE WOOD PRODUCTS: Hardwood plywood, particleboard and medium density
fiberboard composite wood products used on the interior or exterior of the building shall
meet the requirements for formaldehyde as specified in ARB'5 Air Toxics Control
Measure for Composite Hood (11 COR 13120 et seq.), by or before the dates specified in
those sections, as shown in Table 4.504.5.
PERMIT #_ V=111%
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE=
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SECTION 4504 - POLLUTANT CONTROL (CONTINUED)
5.1 DOCUMENTATION: Verification of compliance with this section shall be provided as
requested by the enforcing agency. Documentation shall include at least one of the
following:
I. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation
(see GOR, Title 11, Section 13120, et 5eq.).
4. Exterior grade products marked as meeting the P5 -I or P5-2 standards of the
Engineered Wood Association, the Australian A5/NZ5 226q, European 636 35, and
Canadian 65A 0121, C5A 0151, 05A 0153 and GSA 0325 standards.
5. Other methods acceptable to the enforcing agency.
5MMON 4505 - INTERIOR MOISTURE CONTROL
I. GENERAL: Buildings shall meet or exceed the provisions of the California Building
Standards Code.
2. CONCRETE SLAB FOUNDATIONS: Concrete slab foundations required to have a vapor
retarder by the California Building Code., Chapter Iq or concrete slab -on -ground floors
required to have a vapor retarder by the California Residential Code, Chapter 5, shall
also comply with this section.
2.1. CAPILLARY BREAK: A capillary break shall be installed in compliance with at least one
of the following:
1. A 4 -inch -thick (101.6 mm) base of 1/2 inch (12.1 mm) or larger clean aggregate shall be
provided with a vapor retarder in direct contact with concrete and a concrete mix
design, which will address bleeding, shrinkage, and curling, shall be used. For additional
Information, see American Concrete Institute, AGI 302.2R -O6.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
3. MOISTURE CONTENT OF BUILDING MATERIALS: Building materials with visible signs of
water damage shall not be installed. Wall and floor framing shall not be enclosed when
the framing members exceed Iq-percent moisture content. Moisture content shall be
verified in compliance with the following:
I. Moisture content shall be determined with either a probe -type or contact -type
moisture meter. Equivalent moisture verification methods may be approved by the
enforcing agency and shall satisfy requirements found in 5ection 101.5 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (121q mm) from
the grade stamped end of each piece to be verified.
3. At least three random moisture readings shall be performed on wall and floor framing
with documentation acceptable to the enforcing agency provided at the time of
approval to enclose the wall and floor framing. Insulation products which are visibly
wet or have a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet -applied Insulation products shall follow the
manufacturer's drying recommendations prior to enclosure.
SECTION 4506 - INDOOR AIR QUALITY AND EXHAU5T
I. BATHROOM EXHAUST FANS: Each bathroom shall be mechanically ventilated and shall
comply with the following:
I. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building
2. Unless functioning as a component of a whole house ventilation system, fans must be
controlled by a humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range
of 150 percent to a maximum of 50 percent. A humidity control may utilize manual
or automatic means of adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not
required to be integral (i.e., built-in).
NOTES:
I. For the purposes of this section, a bathroom is a room which contains a bathtub,
shower, or tub/ shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy
Code.
TABLE 4504.1 TABLE 4504.3
ADHESIVE VOC LIMIT I2 VOC CONTENT LIMITS FOR ARCHITECTURAL coons
Less Water and Less Exempt compour& in Oras per Liter Grams of VOC per Liter of coating
Less Water and Less Exemot Gomnnunds
ARCHITECTURAL APPLICATIONS
VOC LIMIT
Indoor carpet adhesives
50
Carpet pad adhesives
50
Outdoor carpet adhesives
150
Wood Flooring adhesives
100
Rubber floor adhesives
60
Seloor adhesives
50
ceramic tile adhesives
65
VGT and as halt tile adhesives
50
Drywall and panel adhesives
50
Cove base adhesives
50
Multipurpose construction adhesives
10
Structural glazing adhesives
100
5ingle-ply roof membrane adhesives
250
Other adhesives not specifically listed
50
SPECIALTY APPLICATIONS
PVC welding
510
CPV0 welding
490
AB5 welding
325
Plastic cement welding
250
Adhesive primer for plastic
550
Contact adhesive
&0
speclal purpose contact adhesive
250
Structural wood member adhesive
140
Top and trim adhesive
250
SUBSTRATE SPECIFIC APPLICATIONS
LU
Metal to metal
30
Plastic foam
50
Porous material (except wood)
50
Wood Flooring adhesive
30
Fiber lass
80
I. If an adhesive is used to bond dissimilar substrates
together, the adhesive with the highest VOC content
shall be, allowed.
2. For additional Information regarding methods to
measure the VOC content specified in this table,
see South coast Air Quality Management District
Rule IlbB.
TABLE 4504.2
SEALANT VOC LIMIT
Less Water and Less Exemot eomvounds In Grams ver Liter
SEALANTS
VOC LIMIT
Architectural
250
Marine deck
160
Nonmembrone roof
300
Roadway
250
Single -ply roof membrane
450
Other
420
SEALANT PRIMERS
Architectural
- Nonpourous
- Pourous
250
_115
Plastic cement welding
500
Adhesive primer for plastic
160
Contact adhesive
150
COATIN6 CATE60RY VOC LIMIT
Flat coatings
Nonflat coatings
Nonflat-high gloss coatings
SPECIALTY COATiN65
Aluminum roof coatings
Basement speclolty coatings
Bituminous roof coatings
Bituminous roof primers
Bond breakers
Concrete curing compounds
Concrete/masonry sealers
Driveway sealers
Dry fog coatings
Faux finishing coatings
Fire resistive coatings
Floor coatings
Form -release compounds
Graphic arts coatings (sign paints)
High temperature coatings
Industrial maintenance coatings
Low solids coatingsi
Magnesite cement coatings
Mastic texture coatings
Metallic pigmented coatings
Multicolor coatings
Pretreatment wash primers
Primers, sealers, and undercoaters
Reactive penetrating sealers
Recycled coatings
Roof coatings
Rust preventative coatings
Shallots,
- Clear
- Opaque
Specialty primers, sealers, and undercoaters
5talns
Stone consolidates
Swimming pool coatings
Traffic marking coatings
Tub and tile refinish coatings
Waterproofing membranes
Wood coatings
Wood preservatives
Zinc -rich primers
1. Grams of VOC per liter of coating, including water
and including exempt compounds
2. The specified limits remain in effect unless revised
limits are listed in subsequent columns in the table
3. Values in this table are derived from those
specified the Calif rni i
p by o a Air Resources Board,
Architectural coatings Suggested control Measure,
February I, 2008. More information Is available from
the Air Resources Board.
TABLE 45045
FORMALDEHYDE LIMITS'
Maximum Formaldehude Emissions In Parts ver Million
PRODUCT
CURR@lT LIMIT
Hardwood plywood veneer core
0.05
Hardwood plywood composite core
0.05
Particleboard
0.001
Medium density fiberboard
0.11
Thin medium density fiberboard 2
0.13
I. Values In this table are derived from those speciflad 4 the Californta Air Resources Board, Air Toxics
Control Measure for Composite Wood ce tested in accordance with ASTM E 1333-q6 (2002). For additional
Information, see California Code of Regulations, Title h, Sectlons 83120 through 83120.12.
2. This medium density f berboard has a maximum thickness of 6 mm.
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Date: 03/01/2011
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Job No.: 16-065
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Date: 03/01/2011
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Job No.: 16-065
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PROJECT:
Carl Starkey Addition
10 Cottonwood Road
Oroville, CA 95965
Project Designer:
Gary Hawkins Architect
3045 Ceres Avenue, Suite 135
Chico, California 95973
(530) 892-2700
Report Prepared by:
Donna Wallace
Donna Wallace
399 E. 9th Avenue
Chico, CA 95926
530-893-4982
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE
BY
Job Number:
16-065
Date:
3/6/2017
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is
authorized by the Calffornia Energy Commission for use with both the Residential and Nonresidential 2016 Building Energy Efficiency Standards.
This program developed by EnergySoft Software — www.energysoft.com.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Carl Starkey Addition Calculation Date/Time: 11:36, Mon, Mar 06, 2017
Calculation Description: Title 24 Analysis Input File Name: Hawkins97.ribd16x
CF1 R -PRF -01
Pagel of 7
GENERAL INFORMATION
ENERGY USE SUMMARY
01
Project Name Carl Starkey Addition
04
05
02
Calculation Description Title 24 Analysis
08
Energy Use (kTDV/ft2-yr)
03
Project Location 10 Cottonwood Road
Compliance Margin
Percent Improvement
04
City Oroville
05
Standards Version Compliance 2017
06
Zip Code 95965
07
Compliance Manager Version BEMCmpMgr 2016.2.1 (695)
08
Climate Zone CZ11
09
Software Version EnergyPro 7.1
10
Building Type Single Family
11
Front Orientation (deg/Cardinal) 330
12
Project Scope Newly Constructed (Addition Alone)
13
Number of Dwelling Units 1
14
Total Cond. Floor Area (ft2) 371
15
Number of Zones 1
16
Slab Area (ft2) 0
17
Number of Stories 1
18
Addition Cond. Floor Area 371
19
Natural Gas Available Yes
20
Addition Slab Area (ft)0
21
Glazing Percentage (%) 10.8%
ADDITION ALONE PROJECT ANALYSIS PARAMETERS
01 02 03 04 05 06
Existing Area (excl. new addition) ft2 Addition Area (excl. existing) ft2 TOTAL AREA Existing Bedrooms Addition Bedrooms Total Bedrooms
3929.95 371 4300.95 0 0 0
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building Incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building Incorporates one or more Special Features shown below
Registration Number: 217-P010072107A-000-000-0000000-0000 Registration Date/Time: 2017-03-06 12:09:20 HERS Provider: CaICERTS Inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-03-06 11:37:03
ENERGY USE SUMMARY
04
05
06
07
08
Energy Use (kTDV/ft2-yr)
Standard Design
Proposed Design
Compliance Margin
Percent Improvement
Space Heating
9.85
7.99
1.86
18.9%
Space Cooling
66.25
68.82
-2.57
-3.9%
IAQ Ventilation
.00
.00
.00
0.0%
Water Heating
32.44
31.20
1.24
3.8%
Photovoltaic Offset
—
.00
.00
—
Compliance Energy Total
108.54
108.01
.53
0.5%
Registration Number: 217-P010072107A-000-000-0000000-0000 Registration Date/Time: 2017-03-06 12:09:20 HERS Provider: CaICERTS Inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-03-06 11:37:03
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Carl Starkey Addition Calculation Date/Time: 11:36, Mon, Mar 06, 2017
Calculation Description: Title 24 Analysis Input File Name: Hawkins97.ribd16x
CF1 R -PRF -01
Page 2 of 7 _
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
• Insulation below roof deck
• Window overhangs and/or fins
HERS FEATURE SUMMARY
The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below.
Building -level Verifications:
• High quality Insulation Installation (Qll)
Cooling System Verifications:
— None —
HVAC Distribution System Verifications:
— None —
Domestic Hot Water System Verifications:
—None—
BUILDING
None—
BUILDING - FEATURES INFORMATION
01
02
03
04
05
06
07
Project Name
Conditioned Floor Area (ft2)
Number of Dwelling
Units
Number of Bedrooms
Number of Zones
Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
Carl Starkey Addition
371
1
0
1
0
2
ZONE INFORMATION
01
02
03
04
05
06
07
Zone Name
Zone Type
HVAC System Name
Zone Floor Area
(ft2)
Avg. Ceiling
Height
Water Heating System 1
Water Heating System 2
Addition
Conditioned
System -11
371
8
DHW Sys 1
DHW Sys 2
OPAQUE SURFACES
01
02
03
04
05
06
07
08
Name
Zone
Construction
Azimuth
Orientation
Gross Area (ft2)
Window & Door Area (ft2)
Tilt (deg)
Left/N
Addition
R-23 Wail
330
Front
128
16
90
Back/S
Addition
R-13 Wall
150
Back
29
0
90
Back/S 2
Addition
R-23 Wall
150
Back
99
0
90
Right/A1
Addition
R-23 Wall
240
Right
192
24
90
Roof
Addition
R-38+13 HP Attic
371
Raised Floor
Addition
R-19 Floor Crawlspace
371
Registration Number: 217-Po10072107A-000-000-0000000-0000 Registration Date/Time: 2017-03-06 12:09:20 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-03-06 11:37:03
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Carl Starkey Addition Calculation Date/Time: 11:36, Mon, Mar 06, 2017
Calculation Description: Title 24 Analysis Input File Name: Hawkins97.ribd16x
CF1 R -PRF -01
Page 3 of 7
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Addition Attic RoofAddition Ventilated 5 0.1 0.85 Yes No
FENESTRATION / GLAZING
01
02
03
04
05
06
07
08
09
10
Name
Type
Surface (Orientation -Azimuth)
Width (ft)
Height
(ft)
Multiplier
Area
(ft2)
U -factor
SHGC
Exterior Shading
4040
Window
Left/N (Front -330)
4.0
4.0
1
16.0
0.32
0.25
Insect Screen (default)
2040
Window
I Right/W (Right -240)
—
—
1
8.0
0.32
0.25
1 Insect Screen (default)
40402
Window
I Right/W (Right -240)
—
—
1
16.0
0.32
0.25
1 Insect Screen (default)
OVERHANGS AND FINS
01
02 03 04---F-05 06
07 08 09 10
11 12 13 14
Overhang
Left Fin
Right Fin
Window
Depth
Dist Up
Left
Extent
Right
Extent
Flap Ht.
Depth
Top Up
DistL
Bot Up
Depth
Top Up
Dist R
Bot Up
4040
2
0.5
2
2
0
0
0
0
0
0
0
0
0
Registration Number: P17-Po10072107A-000-000-0000000-0000 Registration Dateffime: 2017-03-06 12:09:20 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-03-06 11:37:03
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Carl Starkey Addition Calculation Date/Time: 11:36, Mon, Mar 06, 2017
Calculation Description: Title 24 Analysis Input File Name: Hawkins97.ribdl6x
CFI R -PRF -01
Page 4 of 7 -
OPAQUE SURFACE CONSTRUCTIONS
01
02
03
04
05
06
07
04
05 06
Name
System Type
Total Cavity
Winter Design
Number of Heaters Solar Fraction (%)
Construction Name
Surface Type
Construction Type
Framing
R -value
U -value
Assembly Layers
Standard
DHW Heater 2 (1)
1 .0%
• Under Roof Joists: R-0.0 insul.
- Cavity/Frame: R -13.0/2x4 Top Chrd
2x4 Top Chord of Roof Truss @ 24
• Roof Deck. Wood Siding/sheathing/decking
Attic RoofAddition
Attic Roofs
Wood Framed Ceiling
in. O.C.
R 13
0.078
• Roofing. Light Roof (Asphalt Shingle)
• Inside Finish: Gypsum Board
- Cavity/Frame: R -23/2x6
R-23 Wall
Exterior Walls
Wood Framed Wall
2x6 @ 16 in. O.C.
R 23
0.066
• Exterior Finish: 3 Coat Stucco
- Inside Finish: Gypsum Board
• Cavity/Frame: R -13/2x4
R-13 Wall
Exterior Walls
Wood Framed Wall
2x4 @ 16 in. O.C.
R 13
0.10
•Exterior Finish: 3 Coat Stucco
• lnsi ' ' h- Gypsum Board
Ceilings (below
- Cavity/Frame. R-9.1 /2x4
R-38+13 HP Attic
attic)
Wood Framed Ceiling
2x4 @ 24 in. O.C.
R 38
0.025
• Over Ceiling Joists: R-28.9 insul.
• Floor Surface: Carpeted
Floors Over
• Floor DeckWood Siding/sheathing/decking
R-19 Floor Crawlspace
Crawlspace
Wood Framed Floor
2x6 @ 16 in. O.C.
R 19
0.049
• Cavity/Frame: R -19/2x6
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04
Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50
Required Not Required Not Required
WATER HEATING SYSTEMS
01
02
03
04
05 06
Name
System Type
Distribution Type
Water Heater
Number of Heaters Solar Fraction (%)
DHW Sys 1
DHW
Standard
DHW Heater 1 (1)
1 .0%
DHW Sys 2
DHW
Standard
DHW Heater 2 (1)
1 .0%
Registration Number: 217-P010072107A-000-000-0000000-0000 Registration Date/Time: 2017-03-06 12:09:20
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695
HERS Provider: CaICERTS inc.
Report Generated at: 2017-03-06 11:37:03
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Carl Starkey Addition Calculation DatelTime: 11:36, Mon, Mar 06, 2017
Calculation Description: Title 24 Analysis Input File Name: Hawkins97.ribdl6x
CF1 R -PRF -01
Page 5 of 7
WATER HEATERS
01
02
03
04
05
06
07
08
09
10
11
Distribution Name
System -11
Other Heating and Cooling
System
Heating Component 1
Tank
Energy
Air Distribution System 1
Tank Insulation
—
—
Tank Location or
Not Required
Heater
—
Number
Volume
Factor or
Input
R -value
Standby Loss /
Ambient
Name
Element Type
Tank Type
of Units
(gal)
Efficiency
Rating/Pilot
(Int/Ext)
Recovery Eff
NEEA Heat Pump Type
Condition
DHW Heater 1
Gas
Small
1
n/a
0.82 EF
199000 Btu/hr
n/a
n/a
n/a
n/a
Instantaneous
1
DHW Heater 2
Gas
Small
1
n/a 1
0.82 EF
199000 Btu/hr
n/a
n/a
n/a
n/a
Instantaneous
SPACE CONDITIONING SYSTEMS
01
02
03
04
05
06
SC Sys Name
System Type
Heating Unit Name
Cooling Unit Name
Fan Name
Distribution Name
System -11
Other Heating and Cooling
System
Heating Component 1
Cooling Component 1
HVAC Fan 1
Air Distribution System 1
HVAC - HEATING UNIT TYPES
01 02 03 04
Name System Type Number of Units Efficiency
Heating Component 1 CntrlFurnace 1 80 AFUE
HVAC - COOLING UNIT TYPES
01
02
03
04 05
06
07
08
Name
System Type
Number of Units
Efficiency
EER SEER
Zonally Controlled
Compressor Type
HERS Verification
Cooling Component 1
NoCooling
1
— —
—
—
—
HVAC - DISTRIBUTION SYSTEMS
01
02
03
04
05
06
07
Name
Type
Duct Leakage
Insulation R -value
Duct Location
Bypass Duct
HERS Verification
Air Distribution System 1
DuctsAttic
Existing (not specified)
2.1
Attic
None
Air Distribution System
1 -hers -dist
HVAC DISTRIBUTION - HERS VERIFICATION
01
02
03
04
05
06
07
08
Name
Duct Leakage
Verification
Duct Leakage
Target (%)
Verified Duct
Location
Verified Duct
Design
Buried
Ducts
Deeply Buried
Ducts
Low -leakage
Air Handler
Air Distribution System 1 -hers -dist
Not Required
Not Required
Not Required
Not Required
Not Required
—
Registration Number: 217-POI0072107A-000-000-0000000-0000 Registration Date/Time: 2017-03-06 12:09:20 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695 Report Generated at: 2017-03-06 11:37:03
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Carl Starkey Addition Calculation Date/Time: 11:36, Mon, Mar 06, 2017
Calculation Description: Title 24 Analysis Input File Name: Hawkins97.ribdl6x
CFI R -PRF -01
Page 6 of 7 -
HVAC -FAN SYSTEMS
01 02 03 04
Name
Type Fan Power (Watts/CFM) HERS Verification
HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 —
Registration Number: 217-Po10072107A-000-000-0000000-0000 Registration DateRme: 2017-03-06 12:09:20 HERS Provider: CaiCERTS inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF R-03032017-695 Report Generated at: 2017-03-06 11:37:03
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Carl Starkey Addition Calculation Date/Time: 11:36, Mon, Mar 06, 2017
Calculation Description: Title 24 Analysis Input File Name: Hawkins97.ribdl6x
CFI R -PRF -01
Page 7 of 7 . .
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Documentation Author Signature: Zanna rV�1r �alla//
°[Jce
Donna Wallace
Company:
Signature Date:
Donna K. Wallace
2017-03-06 11:46:42
Address:
CEAMERS Certification Identification (If applicable):
399 E. 9th Ave.
City/State/Zip:
Phone:
Chico, CA 95926
530-893-4982
RESPONSIBLE PERSON'S DECLARATION STATEMENT
certify the following under penalty of perjury, under the laws of the State of California:
1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of
Regulations.
3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:
Responsible Designer Signature:
Gary Hawkins
Company:
Date Signed:
Gary Hawkins Architect
2017-03-06 12:09:20
Address:
License: ^
3045 Ceres Avenue, Suite 135
City/State/Zip:
Phone:
Chico, CA 95973
530-892-2700
Digitally signed by Ca/CERTS. This digital signature is provided in order to secure the content of this registered document and in no way implies Registration
Provider responsibility for the accuracy of the information.
Registration Number: 217-Po10072107A-000-000-0000000-0000 Registration Date/Time: 2017-03-0612:09:20
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-03032017-695
HERS Provider. CaICERTS inc.
Report Generated at: 2017-03-06 11:37:03
2016 Low -Rise Residential Mandatory Measures Summary
NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach
used. Review the respective section for more information. *Exceptions may apply.
/nrininn] (1R/90191
Building Envelope Measures:
§ 110.6(a)l:
Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft' or less when tested per
NFRC-400 or ASTM E283 or AAMA/WDMAICSA 101II.S.2/A440-2011
§ 110.6(a)5:
Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a).
§ 110.6(b):
Field fabricated exterior doors and fenestration products must use LI -factors and solar heat gain coefficient (SHGC) values from TABLES
110.6-A and 110.6-B for compliance and must be caulked and/or weatherstri ed.'
§ 110.7:
Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked,
asketed or weather stripped.
§ 110.8(a):
Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material.
§ 110.8(g):
Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g).
§ 110.8(i):
Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing
material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1 R.
§ 110.80):
Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs.
Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U -factor must not exceed 0.043.
Minimum R-19 or weighted average U -factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached
§ 150.0(a):
insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in
direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited
to placing insulation either above or below the roof deck or on top of a drywall ceiling.*
§ 150.0(b):
Loose -fill Insulation. Loose fill insulation must meet the manufacturers required density for the labeled R -value.
Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or U -factor of 0.074 or
§ 150.0(c):
less). Opaque non -framed assemblies must have an overall assembly U -factor not exceeding 0.102, equivalent to an installed value of R-13 in a
wood framed assembly.*
§ 150.0(d):
Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U -factor.'
§ 150.0(f):
Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without
facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 permfinch; be protected from physical damage and UV light
deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g).
§ 150.0(8)1:
Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This
requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to § 150.0(d).
§ 150.0(8)2:
Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class It vapor retarder must be installed on the conditioned space side of all
insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation.
150.0
§ (q)'
Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a
maximum U -factor of 0.58; or the weighted averse U -factor of all fenestration must not exceed 0.58.'
Fireplaces, Decorative Gas Appliances, and Gas Log Measures:
§ 150.0(e)lA:
Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)l B:
Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area
and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device.'
§ 150.0(e)l C:
Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.'
§ 150.0(e)2:
Pilot Light. 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, are prohibited.
Space Conditioning, Water Heating, and Plumbing System Measures:
§ 110.0-§ 110.3:
Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated
appliances must be certified by the manufacturer to the Energy Commission
§ 110.2(a):
HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.'
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters
§ 110.2(b):
must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the
cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for
compression heating is higher than the cut-off temperature for supplementary heating.*
§ 110.2(c):
Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a
setback thermostat.'
Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must
§ 110.3(c)5:
meet the air release valve, backflow, prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of §
110.3(c)5.
§ 110.3(c)7:
Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs
or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed.
§ 110.5:
Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli-
ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool ands a heaters'
Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment
§ 150.0(h)l:
Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; orACCA
Manual J using design conditions specified in § 150.0(h)2.
2016 Low -Rise Residential Mandatory Measures Summalry
§ 150.0(h)3A:
Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any
dryer vent.
§ 150.0(h)3B:
Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by
manufacturers instructions.
§ 150.00)1:
Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have
R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank.
Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must
be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a
§ 150.00)2A:
nominal diameter of 314 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter;
piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to
kitchen fixtures
§ 150.00)2B:
Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof
and non -crushable casing or sleeve.'
§ 150.06)2C:
Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.O0)2A. Distribution
i in for steam and h dronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A.'
§ 150.00)3:
Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by
§ 150.00)3A:
aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can
cause degradation of the material.
§ 150.00)36:
Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a
Class I or Class II vapor retarder.
Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a
§ 150.0(n)l:
120V electrical receptacle within 3 feet of the water heater, a Category III or IV vent, or a Type B vent with straight pipe between the outside
termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the
water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr.
§ 150.0(n)2:
Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5.
§ 150.0(n)3:
Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification
Corporation SRCC or by a listing enc that is approved by the Executive Director.
Ducts and Fans Measures:
§ 110.8(d)3:
Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a
contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement.
CMC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC
§§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions
of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or
a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing
§ 150.0(m)l:
(RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with
mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that
meets the requirements of UL 723. If mastic or tape is used to seal openings greater than Y. inch, the combination of mastic and either mesh or
tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed
sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain
ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts.*
Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction,
§ 150.0(m)2:
connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct
tapes unless such tape is used in combination with mastic and draw bands.
§ 150.0(m)3:
Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for, pressure -sensitive tapes,
mastics, sealants, and other requirements specified for duct construction.
§ 150.0(m)7:
Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or
automatic dampers.
§ 150.0(m)8:
Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible,
manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents.
Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and
§ 150.0(m)9:
wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or
plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from
solar radiation.
§ 150.0(m)10:
Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier.
Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an
§ 150.0(m)l 1:
occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
accordance with § 150.0(m)l I and Reference Residential Appendix RA3.
Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal
§ 150.0(m)12:
conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency,
pressure drop, and labeling requirements of § 150.0(m)12.
2016 Low -Rise Residential Mandatory Measures Summary
Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable
space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the
§ 150.0(m)13:
supply plenum. The space conditioning system must also demonstrate airflow s 350 CFM per ton of nominal cooling capacity through the return
grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with
Reference Residential Appendix RAU. This applies to both single zone central forced air systems and every zone for zonally controlled central
forced airs stems'
Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor
§150.0(0):
continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of
providing whole -building ventilation.
§ 150.0(o)1A:
Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic
testing, in accordance with Reference Residential Appendix RA3.7.
Pool and Spa Systems and Equipment Measures:
Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency
§ 110.4(a):
that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater
without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric
resistance heating.*
§ 110.4(b)1:
Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated
suction and return lines, or built-in or built-up connections to allow for future solar heating.
§ 110.4(b)2:
Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover.
§ 110.4(b)3:
Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that
will allow all pumps to be set or programmed to run only during off-peak electric demand periods.
§ 110.5:
Pilot Light Natural gas pool and spa heaters must not have a continuously burning pilot light.
150.0
§ (p)'
Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow
rate, piping, filters, and valves'
Lighting Measures:
§ 110.9:
Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements
Of § 110.9'
§ 110.9(e):
JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must
be certified to the Energy Commission according to Reference Joint Appendix JA8.
§ 150.0(k)1A:
Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A.
Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or
§ 150.0(k)1 B:
other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or
fan speed control.
Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for. insulation contact (IC)
§ 150.0(k)1C:
labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for
elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings.
§ 150.0(k)1 D:
Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than
20 kHz.
Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no
§ 150.0(k)1 E:
more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled
by vacancy sensors.
§ 150.0(k)1 F:
Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods)
must meet the applicable requirements of § 150.0(k).*
Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply
§ 150,0(k)1G:
with Reference Joint Appendix JA8. Installed lamps must be marked with 'JA8-2016" or "JA8-2016-E' as specified in Reference Joint Appendix
JA8'
§ 150.0(k)1 H:
Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with *JA8-2016-E.'
§ 150.0(k)2A:
Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B:
Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.'
§ 150.0(k)2C:
Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually
switched ON and OFF.
§ 150.0(k)2D:
Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions.
§ 150.0(k)2E:
Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with
150.0(k).
§ 150.0(k)2F:
Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9.
Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it:
§ 150.0(k)2G:
functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of §
130.5ft and meets all other requirements in § 150.0(k)2.
Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the
§ 150.0(k)2H:
following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of §
130.5(f); and all other requirements in § 150.0(k)2.
§ 150.0(k)21:
Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it
provides the functionality of a dimmer according to § 110.9 and complies with all other applicable requirements in § 150.0(k)2.
h
2016 Low -Rise Residential Mandatory Measures Summary
Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must
§ 150.0(k)2J:
be controlled by a vacancy sensor.
§ 150.0(k)2K:
Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with
Reference Joint Appendix JAB, except luminaires in closets less than 70 square feet and luminaires in hallways.*
§ 150.0(k)2L:
Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems.
Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other
§ 150.0(k)3A:
buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item
§ 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or
EMCS.
Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies,
§ 150.0(k)3B:
and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with
either § 150.0(k)3A or with the applicable requirements in §§ 110.9 130.0, 130.2, 130.4, 140.7 and 141.0.
Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by
§ 150.0(k)3C:
150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0.
§ 150.0(k)3D:
Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more
vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0.
§ 150.0(k)4:
Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of
ower as determined according to § 130.0(c).
§ 150.0(k)5:
Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the
applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0.
Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior
§ 150.0(k)6A:
common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that
building must be high efficacy luminaires and controlled by an occupant sensor.
Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior
common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must:
§ 150.0(k)6B:
I. Comply with the applicable requirements in §§ 110.9, 130.0, 130.1, 140.6 and 141.0; and
ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least
50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress.
Solar Ready Buildings:
Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the
§ 110.10(a)1:
application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the
requirements of § 1 10.10 b through § 110.10 e .
§ 110.10(a)2:
Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d).
Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke
ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local
jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet
each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas
§ 110.10(b)1:
greater than 10,000 square feet.
For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250
square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang
of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less
than 15 percent of the total roof area of the building excluding any skylight area'
§ 110.10(b)2:
Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north.
Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof
§ 110.10(b)3A:
mounted equipment.*
Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the
§ 110.10(b)3B:
distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of
the nearest point of the solar zone, measured in the vertical lane'
§ 110.10(b)4:
Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof
dead load and roof live load must be clearly indicated on the construction documents.
Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for
§ 110.10(c):
routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of
interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water -heating system.
Documentation. A copy of the construction documents ora comparable document indicating the information from § 110.10(b) through
§ 110.10(d):
110.10(c) must be provided to the occupant.
§ 110.10(e)1:
Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps.
Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit
§ 110.10(e)2:
breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or
main circuit location; and permanently marked as "For Future Solar Electric".
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name
Carl Starkey Addition
Date
3/6/2017
System Name
System-1
Floor Area
371
ENGINEERING CHECKS
SYSTEM LOAD
Number of Systems
COIL COOLING
CFM Sensible
Total Room Loads 218 4,894
Return Vented Lighting 0
Return Air Ducts534
Return Fan 0
Ventilation 0 0
Supply Fan 0
Supply Air Ducts 534
TOTAL SYSTEM LOAD 1 5,961
PEAK COIL HTG.
PEAK
Heating System
Latent CFM
Sensible
Output per System
138 84
3,412
Total Output Btuh
Output Btuh/s tt
374
CoolingSystem
0
Output per System
0 0
0
Total Output Btuh
138
0
Total Output ons
374
Total Output Btuh/s tt
Total Output s ft/Ton
4,160
Air System
CFM per System
HVAC EQUIPMENT SELECTION
Airflow cfm
Alrflow cfm/s tt
Alrflow cfm/Ton
Outside Air %
Total Adjusted System Output
(Adjusted for Peak Design conditions)
TIME OF SYSTEM PEAK
Aug 3 PM Jan 1 AM
Outside Alr cfm/s tt
Note: values above given at ARI conditions
HEATING SYSTEM PSYCHROMETRICS
Airstream Temperatures at Time of Heating Peak
25 OF
0
Outside Air
0 cfm
68 OF
68 OF 110 OF
—T
UTI
Heating Coil
_T
T �
I
108 OF
ROOM
70 OF
I
COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak
104 / 72 °F
Outside Air
0 cfm
80 / 63 OF
80 / 63 °F 55 / 54 °F
UTF-FU
Cooling Coil
UT1,111-
57/540 F
41.5% ROOM
78/ 62 OF
EnergyPro 7.1 by EnergySoft
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