HomeMy WebLinkAboutB16-2918 041-600-0020
TABLE 230411.1
FASTENIN5 SCHEDULE
CONNECTION
FA5TENINS`
LOCATION
I. Joist to sill or girder
3 - 8d common (2 1/2' x 0.131")
IST FLOOR AND 2ND FLOOR PLAN
(see Section 2308.10.4.1, Table 2308.10.4.1)
3 - 3' x 0.131" nails
toenail
33. Fiberboard sheathing'
3 - 3' 14 gage staples
face nail
2. Bridging to Joist
3 - 8d common (2 1/2' x 0.131")
19. Rafter to plate
3 - 3' x 0.131" nulls
toenail each end
(see Section 2308.10.1, Table 2308.10.1)
3 - 3' 14 staples
toenoll
3. 1" x 6" subfloor or less to each Joist
3 - 8d common (2 1/2' x 0.131")
face nail
4. Wider than I' x 6' subfloor to each Joist
3 - 8d common (2 1/2' x 0.1311)
face nail
5. 2' subfloor to Joist or girder
2 - I6d common (3 1/2' x 0.162')
blind and face nail
6. Sole plate to Joist or blocking
I6d (3 1/2' x 0.135') at 16" 04.
21. 1" x 8' shec6ing to each bear)
3' x 0.131" nails at 8' oz.
t!pical face nail
22. Wider than I' x 8" shieathl2q to each bear
3' 14 gage staples at 12' oz.
face nail
to Joist or blocking at braced
3" - I6d 0 1/2' x 0.135') at 16"
24' oz.
Na pawl
4 - 3' x 0.131" nails at 16'
braced wall panels
4 - 3' 14 gap staples per 16'
16' oz.
1. Top plate to stud
2 - I6d common (3 1/2' x 0.162')
3 - 3" x 0.131" nails
end nail
3 - 3' 14 gage staples
on opposite sides
8. Stud to sole plate
4 - 8d common (3 1/2' x 0.162')
4 - 3'x 0.131' nalls
toenail
3 - 3" 14 gage staples
25. 2' planks
2 - Ibd common (3 1/2' x 0.162)
at each bearing
2b. Collar tie to rafter
3 - 3' x 0.131" nails
and nail
3 - 3' 14 gage staples
face nail
9. Double studs
Ibd 0 1/2' x 0.135") at 24" oz.
21. Jack rafter to hip
3" x 0.131" nail at 8" oc.
face nail
3" 14 cjcqe staple at 8' oz.
toenall
10. Double top plates
I6d 0 1/2' x 0.135") at 16" oz.
3' x 0.131' nail at 12' oz.
topical face roil
3' 14 gage staple at 12' oz.
face nail
Double top plates
8-I6d common (3 112' x 0.162")
28. Roof rafter to 2 -by ridge beam
12 - 3' x 0.131' nails
lap slice
12 - 3' 14 gar staples
toenail
11. Blocking between joists or rafters to top plate
3 - 8d common (2 1/2' x 0.1317)
3 - 3' x 0.131" nails
toenail
3-3'14 gage staples
face nail
12. Rim joist to top plate
8d (2 1/2' x 0.1310) at b" oz.
29. Joist to band Joist
3" x 0.131" nail at 6' oz.
toenail
3" 14 gage staple at 6' oz.
face nail
13. Top plates, laps and Intersections
2 - I6d common (31/2' x 0.162')
30. Ledger strip
3 - 3' x 0.131' nails
face nail
3-3'14 gage staples
face nail
14. Conth ms header, two pleces,
l6d common (31/2' x 0.162")
16" oz. along edge
15. Gelling joists to plate
3 - 8d common (2 1/2' x 0.131")
SubFloor, roof and wall sheathing (to framing)
5 - 5'x 0.131' nails
toenall
5 - 3'14 gople staples
lb. Gonthuous header to stud
4 - 8d common (2 1/2' x 0.131')
toenail
17. Ceiling Joists, laps over partitions
3 - Ibd common (31/2' x 0.162') minimum,
(see Section 2308.10.4.1, Table 2308.10.4.1)
Table 2308.10.4.1
4 - 3' x 0.131" nalls
face nail
4 - 3' 14 gar staples
CONNECTION
FA5TENINC7 "
LOCATION
18. Ceiling joists to parallel rafters
3 - Ibd common (3 1/2' x 0.162') minimum,
IST FLOOR AND 2ND FLOOR PLAN
(see Section 2308.10.4.1, Table 2308.10.4.1)
Table 2308.10.4.1
33. Fiberboard sheathing'
4 - 3' x 0.131" nails
face nail
NI
4 - 3' 14 gage staples
19. Rafter to plate
3 - 8d common (2 1/2' x 0.1317)
m
(see Section 2308.10.1, Table 2308.10.1)
3 - 3" x 0.131" nails
toenoll
BATHROOM EXHAUST FANS
3 - 3" 14 gar staples
GENERAL NOTES
20. 1' diagonal brace to each stud and plate
2 - bd common (2 1/2' x 0.1317)
34. Interior paneling
2 - 3' x 0.131" nails
face nail
�
3 - 3" 14 gage staples
21. 1" x 8' shec6ing to each bear)
3 - 8d common (2 1/2' x 0.131')
face nail
22. Wider than I' x 8" shieathl2q to each bear
3 - 8d common (2 1/2' x 0.1310)
face nail
23. Built-up corner studs
Ibd common (3 1/2' x 0.162")
24' oz.
3' x 0.131' nails
Ib' oz.
3' 14 gage staples
16' oz.
24. Built -p girder and beams
20d common (4' x 0.192") 32' oz.
3" x 0.131" nail at 24" o c.
face nail at top and bottom staggered
3" 14 gage staple of 24' oz.
on opposite sides
2 - 20d common (4' x 0.1929
3 - 3" x 0.131" nails
face nail at ends and at each spike
3 - 3' 14 gage staples
25. 2' planks
Ibd common (3 1/2' x 0.1629
at each bearing
2b. Collar tie to rafter
3 - IOd common (3' x 0.146")
4 - 3' x 0.131' nails
face nail
4 - 3' 14 gap staples
21. Jack rafter to hip
3 - IOd common (3' x 0.148')
4 - 3' x 0.131" nails
toenall
4 - 3' 14 gage staples
2 - Ibd common (3 1/2' x 0.1629
3 - 3' x 0.131" nails
face nail
3 - 3' 14 gage staples
28. Roof rafter to 2 -by ridge beam
2 - I6d common (3 1/2" x 0.1629
3 - 3" x 0.131' nails
toenail
3 - 3" 14 gage staples
2 - Ibd common (31/2' x 0.1627)
3 - 3" x 0.131" nails
face nail
3 - 3" 14 qcT staples
29. Joist to band Joist
3 - Ibd common (3 1/2' x 0.1627)
4 - 3' x 0.131" nails
face nail
4 - 3' 14 gar staples
30. Ledger strip
3 - I6d common (3 1/2' x 0.162")
4 - 3' x 0.131" nails
face nail
4 - 3' 14 gage staples
31. Woad structural panels and particleboard"
1/2' and less bd`'
SubFloor, roof and wall sheathing (to framing)
2 3/8' x 0.113' nail'
15/4' Ib gage°
19/32' to 3/4" 8d° or bd'
2 3/8' x 0.115' nail'
2'16 gage'
1/8" to in 8d'
11/8' to 1 1/4" IOda or Ua
.single Floor (combination subfloor-uiderlaywA
3/4' and less bd'
to rani
115M to l
118" to11/4' IOd° or Sd'
CONNECTION
FASTENIN6"
LOCATION
32. Panel siding (to framing)
1/2" or less bd'
IST FLOOR AND 2ND FLOOR PLAN
3
5/8' 8d'
33. Fiberboard sheathing'
1/2" No. II gage roofing nail
SECTIONS AND ELEVATIONS
NI
bd common nail (2'x 0.113)
FIXTURE FLOW CHARTS, VOC LIMITS
No. I6 gage staple'
2013 GREEN CODE COMPLIANCE
J
25/32' No. II gage roofing nail'
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BATHROOM EXHAUST FANS
bd common mil (2 U2' x 0.1317)
GENERAL NOTES
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No. lb gar staple,
34. Interior paneling
I/4' 4dJ
cN
�
bd"
For 51: 1 inch = 25A mm.
a. Corrrnon 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 Intermadlate supports except 6 Inches at supports where spans ore 48
inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails
for wall sheathing are permitted to be common, box or casing.
c. Corrrnon or deformed shank (bd - 2' x 0.113'; 8d - 2 1/2' x 0.131'; lod - 3' x 0.1487).
d. Common (6d - 2' x 0.113'; Sd - 2 1/2" x 0.131"; IOd - 3' x 0.148').
e. Deformed shank (bd - 2' x 0.113'; 8d - 2 1/2' x 0.131",- IOd - 3' x 0.148").
f. Gorroslaxesistant siding (bd -11/8' x 0.106'; bd - 2 3/8' x 0.128') or casing (6d - 2' x 0.099'; bd - 2 1/2' x 0.113') nail.
g. Fasteners spaced 3 Inches on center at exterior edges and 6 fiches 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. Gorroslon-resistant roofing nails with 1/16 -Inch -diameter head and 11/2 -inch length for 1/2 -Inch sheathing and 13/4 -Inch length for
25/32-1nch sheathing.
1. Gorroslon-resistant staples with nominal ?/I6 -Inch crown and I 1/6 -Inch length for 1/2 -Inch sheathing and 11/2 -inch length for
25/32 -Inch sheathing. Panel supports at 16 Inches (20 inches if strength axis in the long direction of the panel, unless otherwise
marked).
Casing (11/2' x 0.060") or finish (11/2' x 0.012') nails spaced 6 inches on panel edges, l2 inches at Intermediate supports.
k Pmol supports at 24 Inches. Casing or finish nails spaced b inches on panel edges, 12 inches at Intermediate supports.
1. For roof sheathing applications, 8d nails (2 1/2' x 0.113') cre the minimum re-Rulred for wood structural panels.
m. Staples shall have a minimum crown width of 1116 Inch.
n. For roof sheathing applications, fasteners spaced 4 Inches an center at edges, 8 Inches at intermediate supports.
o. Fasteners spaced 4 Inches an center at edges, 8 Inches at Intermediate supports for subfloor and wall sheathing and 3 inches on
center at edges, 6 inches at intermediate supports for roof sheathing.
p. Fasteners spaced 4 inches on center at edges, 8 inches at Intermediate supports.
------ ------- - - - - - - - - - - -
NORTH
SITE PLAN
SCALE: I" = 60'-0"
NiHMIMENTEP0\1101WE
514T. #
CONTENT5
I
51TE PLAN
2
IST FLOOR AND 2ND FLOOR PLAN
3
ROOF AND ROOF FRAMING PLAN
FOUNDATION AND FLOOR FRAMING PLAN
4
SECTIONS AND ELEVATIONS
NI
1A EXTERIOR WILDFIRE EXPOSURE,
FIXTURE FLOW CHARTS, VOC LIMITS
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2013 GREEN CODE COMPLIANCE
J
VENTILATIONS RATE SUMMARY
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BATHROOM EXHAUST FANS
N2
GENERAL NOTES
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DETAILS
PROJECT SCOPE
TO CONSTRUCT A SHOP AND I -BEDROOM RE51DENCE
CODE ANAL"(515
CODE 2013 CRC, 2013 GBG, 2013 CFC
2013 GPO, 2013 CMG, 2013 CEO
2013 GREEN CODE 2013 ENERGY CODE
OCCUPANCY: R -3N
USE:
CONST
51NGLE-FAMILY/ PRIVATE GARAGE
VB - 5PRINKLERED
PERMIT# r-31 o - 2-61 tS
BUiTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
C® COMPLIP� E
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REV 1510N5
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ELECTRICAL 51'MBOL5
50HEDULE
MARK
DESCRIPTION
3/5" COX PLYWOOD w/ Sd NAILS
N o
-$
51NOLE OUTLET RECEPTACLE
-
OVERHEAD INCANDESCENT LIGHT U.O.K.
4 5
SINGLE, THREE, FOUR # FIVE POLE 5WITCHE5
9
THERM05TAT
AT 3" D.G. EDGE, 12" O.G. FIELD
1/2 HOT RECEPTACLE
15/32" COX PLYWOOD w/ IOd NAILS
RECESSED INCANDESCENT LIGHT U.O.N.
QDIMMER
5WITGH
0 EF
EXHAUST FAN
AT 4" O.G. EDGE, 12" O.G. FIELD
FOURPLEX RECEPTACLE
15/32" COX PLYWOOD w/ IOd NAILS
6
AT 3" O.G. EDGE, 12" O.G. FIELD
PUSHBUTTON 5WITGH - 6ARA6E DOOR
EF
51N6LE UNIT EXHAUST FAN $ LIGHT
67I
DUPLEX RECEPTACLE w/ GROUND FAULT INTERRUPT
K�
WALL -MOUNT INCANDESCENT L16HT UaIN.
AT T O.G. EDGE t FIELD UNBLOCKED
PUSHBUTTON 5WITGH -DOORBELL
7/8" GEMENT PLASTER OVER EXPANDED
220\1
220\1 DUPLEX RECEPTACLE
FVF(o F
AN F BY TffESE SYMBOLS DENOTES 1=LUOR FI;XIURE
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UNDERGOUNTER RECEPTACLE
WAIVED BY
FAN AND LIGHT
4 TELE
TELEPHONE JACK
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CARBON MONOXIDE 5EN50R
DIRECTIONAL SPOTLIGHT
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GAT 6 DATA JACK
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CHIMES
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FLUORE50ENT TUBE FIXTURE
DIRECTIONAL FLOOD LIGHT
0 EVC.
220V ELECTRIC, VEHICLE CHARGER
� 220\1 DISC.
FU5EO 220V DISCONNECT
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FIRE SPRINKLER
EMERGENCY LIGHT
-+ GAS
5A5 5TUBOUT
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GARBAGE DISPOSAL
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A
3
FRAMING LEGEND
5TD. 2x4 WALL CONST.
STD. 2x6 WALL CONST.
INSULATED WALL
CRIPPLE FRAME
ATOP PLATE
CONT. FRAME TO BOT.
OF 50155OR TRU55
L=34'-8"
----------------------- 0
7171717177717171.7171 7777777
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+45" +48"
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16 GL6.
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AT ALL WALL5 1/2" GL6 BD.
AT CEILING.
ELECT. ELECT.
i DR. OPE ER DR. OPENER
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51-51/211
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5HEAR
50HEDULE
MARK
DESCRIPTION
3/5" COX PLYWOOD w/ Sd NAILS
N o
AT 6" O.G. EDGE, 12" O.G. FIELD
3/5" COX PLYWOOD w/ 5d NAILS
2
AT 4" O.G. E06E, I2" D.G. FIELD
O C3)
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3/5" COX PLYWOOD w/ 5d NAILS
AT 3" D.G. EDGE, 12" O.G. FIELD
®
15/32" COX PLYWOOD w/ IOd NAILS
AT 6" O.G. EDGE, 12" O.G. FIELD
0
15/32" COX PLYWOOD w/ IOd NAILS
AT 4" O.G. EDGE, 12" O.G. FIELD
0
15/32" COX PLYWOOD w/ IOd NAILS
6
AT 3" O.G. EDGE, 12" O.G. FIELD
0
I/2" 6YP5UM WALLBOARD w/ 5d NAILS
W
AT T O.G. EDGE t FIELD UNBLOCKED
®
5/5" GYPSUM WALLBOARD w/ bd NAILS
AT T O.G. EDGE t FIELD UNBLOCKED
®
7/8" GEMENT PLASTER OVER EXPANDED
METAL OR WOVEN WIRE LATH w/ NO. 16
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GAGE 5TAPLE5, 7/5" LEG AT 6" O.G.
A
5/5" TI -II PLYWOOD 51DIN6 w/ IDd NAILS
��SED ARCy�
AWki
AT 6" O.G. EDGE, 12" O.G. FIELD
ALL VERTICAL JOINTS OF PANEL 5HEATHING SHALL OGGUR
OVER 5TUO5. HORIZONTAL JOINTS SHALL OCCUR OVER
BLOCKING EQUAL IN 51ZE TO THE STUDDING EXCEPT WHERE
WAIVED BY
THE INSTALLATION REOUIREMENT5 FOR THE
SPECIFIC 5HEATHIN6 MATERIALS.
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OAKT - PR. 2668 BI PASS
--
306 G.O. T
31-41142 11 6'-8 14211
1 N LIVING ROOM
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A 3
3 5'-I1 1/2" 51-01/211 8'-0"
2
1ST `PLAN ELEGTRIGAL:
SCALE: 1/4" = 1'-0" LIVING SPACE: 500 S.F.
SHOP: S.F.
ryry ATTIC 510 5.F.
PERMIT TOTAL:2070 S.F.
BUTTE COUNTY DEVELOPMENTSERVICES
REVIEWED FOR
CQPIE COMPLI VE
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REVISION5
DATE
Date: 11/1/2016
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15 SIM. REVISIONS
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bx8 D1=#1 FRAMING LEGEND 5HEAR SCHEDULE DATE
t' --"I STD. 2x4 WALL CONST. MARK DESCRIPTION
3/8" GDX PLYWOOD w/ Sd NAILS
5TD. 2x6 WALL CONST. A .......................
AT 6" O.G. EDGE, 12" O.G. FIELD
INSULATED WALL 3/8" GDX PLYWOOD w/ Sd NAILS
CRIPPLE FRAME AT 4" O.G. EDGE, 12" O.G. FIELD
i o ATOP PLATE.................3/8" GDX PLYWOOD w/ Sd NAIL5
AT 3" O.G. EDGE, 12" O.G. FIELD
(� CONT. FRAME TO ESOT.
---7]--'OF 50155OR TRU55 ® .......................15/32" GDX PLYWOOD w/ IOd NAIL5
2x1 -KK -'57 MI -515-AN— AT b" O.G. EDGE, 12" O.G. FIELD
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Ix TRIM
SECTION 'B'
SCALE: 1/4" = 1'-0"
+I6,'-0.1 ...... _ ._ _ ....... ....... .... ..... ............. ......
LEST SIDE ELEVATION
SCALE: 1/4"=1'-0"
REAR ELEVATION-
50ALE: 1/4"=I' -O"
SECTION 'A'
SCALE: 1/4" = 1'-0"
14"x24"
GABLE END
VENTS
RIGHT SIDE E
SCALE: I/4"= I'-0"
I
+I b'-0".
COMP. ROOF
.................
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FRONT ELEVATION
SCALE: 1/4"=1'-0"
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7A EXTERIOR WILDFIRE EXPOSURE
101A EXTERIOR COVERING
I. General- The following exterior covering materials and/or assemblies shall comply with this section:
I.I. Exterior wall covering material
1.2. Exterior wall assembly
1.3. Exterior exposed underside of roof cave overhangs
1.4. Exterior exposed underside of roof cave soffits
1.5. Exposed underside of exterior porch ceilings
1.6. Exterior exposed underside of floor projections
I.I. Exterior underfloor areas
Exceptions:
I.a. Exterior wall architectural trim, embellishments, fascias, and gutters
I.b. Roof or wall top cornice projections and similar assemblies
I.c. Roof assembly projections over gable and walls
I.d. Solid wood rafter tails and solid wood blocking installed between rafters having minimum
dimension 2 inch (50.8 mm) nominal
I.e. Deck walking surfaces shall comply with Section 709A.4 only
2. Exterior Walls- The exterior wall covering or wall assembly shall comply with one of the following
requirements:
2.1. Non-combustible material
2.2. Ignition -resistant material
2.3. Heavy timber exterior wall assembly
2.4. Log wall construction assembly
2.5. Wall assemblies that meet the performance criteria in accordance with the test
procedures for a 10 -minute direct flame contact exposure test set forth in 5FM Standard
12-7A-1
Exception: Any of the following shall be deemed to meet the assembly performance criteria
and intent of this section:
2.a. One layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering or
cladding on the exterior side of the framing
2.b. The exterior portion of a 1 -hour fire resistive exterior wall assembly designed for
exterior fire exposure including assemblies using the gypsum panel and sheathing products
listed in the Gypsum Association Fire Resistance Design Manual
26. Extent of Exterior Wall Covering- Exterior wall coverings shall extend from the top of the
foundation to the roof, and terminate at 2 inch (50.8 mm) nominal solid wood blocking between
rafters at all roof overhangs, or in the case of enclosed eaves, terminate at the enclosure.
3. Open Roof Eaves- The exposed roof deck on the underside of unenclosed roof eaves shall consist
of one of the following:
3.1. Non-combustible material
3.2. Ignition -resistant material
3.3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the
underside exterior of the roof deck
3.4. The exterior portion of a I -hour fire resistive exterior wall assembly applied to the
underside of the roof deck designed for exterior fire exposure including assemblies using
the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance
Design Manual
Exce tions: The following materials do not require protection:
3.a. Solid wood rafter tails on the exposed underside of open roof eaves having a minimum
nominal dimension of 2 inch (50.5 mm)
3.b. Solid wood blocking installed between rafter tails on the exposed underside of open roof
eaves having a minimum nominal dimension of 2 inch (50.5 mm)
3.c. Gable end overhangs and roof assembly projections beyond an exterior wall other than
at the lower end of the rafter tails
3.d. Fascia and other architectural trim boards
4. Enclosed roof eaves and roof cave soffits- The exposed underside of enclosed roof eaves having
either a boxed -in roof cave soffit with a horizontal underside, or sloping rafter tails with an
exterior covering applied to the underside of the rafter tails, shall be protected by one of the
following:
4.1. Non-combustible material
4.2. Ignition -resistant material
4.3. One layer of 5/8 -inch Type X gypsum sheathing applied behind on exterior covering on the
underside of the rafter tails or soffit
4.4. The exterior portion of a I -hour fire resistive exterior wall assembly applied to the
underside of the rafter tails or soffit Including assemblies using the gypsum panel and
sheathing products listed in the Gypsum Association Fire Resistance Design Manual
4.5. Boxed -in roof cave soffit assemblies with a horizontal underside that meet the
performance criteria in accordance with the test procedures set forth in 5FM Standard
12-7A-3
Exceptions: The following materials do not require protection:
4.a. Gable end overhangs and roof assembly projections beyond an exterior wall other than at the
lower end of the rafter tails
4.b. Fascia and other architectural trim boards
5. Exterior porch cellings- The exposed underside of exterior porch ceilings shall be protected by one of the
following:
5.1. Non-combustible material
5.2. Ignition -resistant material
5.3. One layer of 5/5 -inch Type X gypsum sheathing applied behind an exterior covering on the
underside of the ceiling
5.4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the
underside of the ceiling assembly including assemblies using the gypsum panel and
sheathing products listed In the Gypsum Association Fire Resistance Design Manual
5.5. Porch ceiling assemblies with a horizontal underside that meet the performance criteria in
accordance with the test procedures set forth in 5FM Standard 12-7A-3
Exception: Architectural trim boards.
6. Floor Pro 'ec� tions- The exposed underside of a cantilevered floor projection where a floor assembly
extends over on exterior wall shall be protected by one of the following:
6.1. Non-combustible material
6.2. Ignition -resistant material
6.3. One layer of 548 -inch Type X gypsum sheathing applied behind on exterior covering on the
underside of the floor projection
6.4. The exterior portion of a I -hour fire resistive exterior wall assembly applied to the
underside of the floor projection including assemblies using the gypsum panel and
sheathing products listed In the Gypsum Association Fire Resistance Design Manual
6.5. The underside of a floor projection assembly that meets the performance criteria in
accordance with the test procedures set forth in SFM Standard 12-1A-3
Exception: Architectural trim boards.
7. Underfloor Protection- The underfloor area of elevated or overhanging buildings shall be enclosed to grade
in accordance with the requirements of this chapter or the underside of the exposed underfloor shall consist
of one of the following:
I.I. Non-combustible material
12. Ignition -resistant material
1.3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the
underside of the floor projection
1.4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the
underside of the floor including assemblies using the gypsum panel and sheathing products
listed in the Gypsum Association Fire Resistance Design Manual
1.5. The underside of a floor assembly that meets the performance criteria in accordance with
the test procedures set forth in 5FM Standard 12-1A-3
Exception: Heavy timber structural columns and beams do not raquire protection.
8. Underside of Appendages- When required by the enforcing agency the underside of overhanging
appendages shall be enclosed to grade in accordance with the requirements of this chapter or the
underside of the exposed underfloor shall consist of one of the following:
8.1. Non-combustible material
8.2. Ignition -resistant material
8.3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the
underside of the floor projection
5.4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the
underside of the floor including assemblies using the gypsum panel and sheathing products
listed In the Gypsum Association Fire Resistance Design Manual
5.5. The underside of a floor assembly that meets the performance criteria in accordance with
the test procedures set forth in 5FM Standard 12-1A-3
Exception: Heavy timber structural columns and beams do not require protection.
105A ROOFING
I. General- Roofs shall have a roofing assembly installed in accordance with its listing and the
manufacturer's installation instructions.
2. Roof Coverings- Where the roof covering allows a space between the roof covering and roof
decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire
stopped with approved materials or have one layer of 121b. mineral -surfaced non -perforated cap
sheet installed over the combustible decking.
3. Roof Valleus- When provided, valley flashings shall be not less than 0.019" (No. 2(9 galvanized sheet
gage) corrosion -resistant metal installed over a minimum 36 -wide underloyment consisting of one
layer of 121b. mineral -surfaced non -perforated cap sheet running the full length of the valley.
4. Roof Gutters- roof gutters shall be provided with the means to prevent the accumulation of leaves
and debris in the gutter.
106A 'VENTILATION
L General- Mere provided, ventilation openings for enclosed attics, enclosed cave soffit spaces,
enclosed rafter spaces formed where cellings are applied directly to the under -side of roof
rafters, and underfloor ventilation shall be in accordance with Section 1203 and Sections 106A.1
through 706A.3 to resist building ignition from the intrusion of burning embers and flame through the
ventilation openings.
2. Requirements- Ventilation openings for enclosed attics, enclosed cave soffit spaces, enclosed
rafter spaces formed where ceilings are applied directly to the underside of roof rafters, and
underfloor ventilation openings shall be fully covered with metal wire mesh, vents, other materials or
other devices that meet the following requirements:
2.1. The dimensions of the openings therein shall be a minimum of 1/16 -inch (1.6 mm) and shall not
exceed I/8 -inch (3.2 mm).
2.2. The materials used shall be noncombustible.
Exception Vents located under the roof covering, along the ridge of roofs, with the
exposed surface of the vent covered by noncombustible wire mesh, may be of combustible
materials.
2.3. The materials used shall be corrosion resistant.
3. Ventilation openings on the underside of eaves and corrices- Vents shall not be Installed on the
underside of eaves and cornices.
Exceptions:
3.1. The enforcing agency may accept or approve special cave and cornice vents that resist
the intrusion of flame and burning embers.
3.2. Vents complying with the requirements of Section 706A.2 may be installed on the
underside of eaves and cornices in accordance with either one of the following
conditions:
3.2.1. The attic space being ventilated is fully protected by an automatic sprinkler system
installed In accordance with Section 0!03.3.1.1 or,
3.2.2. The exterior wall covering and exposed underside of the cave are of
noncombustible material, or ignition -resistant materials as determined in accordance
with 5FM standard 12-1A-5 Ignition -Resistant Material and the vent is located more
than 12 feet from the ground or walking surface of a deck, porch, patio or Similar
surface.
108A EEXTERIOR WINDOWS AND DOORS
I. Exterior glazing- The following exterior glazing materials and/or assemblies shall comply with this
section:
I.I. Exterior windows
1.2. Exterior glazed doors
1.3. Glazed openings within exterior doors
1.4. Glazed openings within exterior garage doors
1.5. Exterior structural glass veneer
IB. Exterior windows and exterior glazed door assembly requirements- Exterior windows and exterior
glazed door assemblies shall comply with one of the following requirements:
15.1 Be constructed of multiparae glazing with a minimum of one tempered pane meeting the
requirements of Section 2406 Safety Glazing, or
15.2 Be constructed of glass block units, or
I5.3 Have a fire -resistance rating of not less than 20 minutes when tested according to NFPA
251, or
15.4 Be tested to meet the performance requirements of 5FM Standard 12-7A-2
IG. Structural glass veneer- The wall assembly behind structural glass veneer shall comply with Section
101A.3.
2. Exterior Doors- Exterior doors shall comply with one of the following:
2.1. The exterior surface or cladding shall be of non-combustible or ignition -resistant material,
or
2.I.o. Shall be constructed of solid core wood that comply with the following requirements:
2.1.b. Stiles and rails shall not be less than 15/5 inches thick.
2.2. Raised panels shall not be less than I % inches thick, except for the exterior perimeter
of the raised panel that may taper to a tongue not less than 3/8 inch thick.
2.3. Shall have a fire -resistance rating of not less than 20 minutes when tested according to
NFPA 252.
2.4. Shall be tested to meet the performance requirements of 5FM Standard 12-1A-1.
25. Exterior door glaftg7 Glazing in exterior doors shall comply with Section 105A.IA.
704A IDECKIN6
I. General- The walking surface material of decks, porches, balconies and stairs shall comply with the
requirements of this section.
2. Where Required- The walking surface material of decks, porches, balconies and stairs shall comply
with the requirements of this section when any portion of such surface is within 10 feet (3048 mm) of
the building.
3. Decking Surfaces- The walking surface material of decks, porches, balconies and stairs shall be
constructed with one of the following materials:
3.1. Ignition -resistant material that complies with the performance requirements of both 5FM
Standard 12-7A-4 and 5FM Standard 12-7A-5.
3.2. Exterior fire retardant treated wood
3.3. Non-combustible material
3.4. Any material that complies with the performance requirements of 5FM Standard 12 -7A -4A
when attached exterior wall covering is also either non-combustible or ignition -resistant
material.
Exception: Wail material may be of any material that otherwise complies with this chapter when
the decking surface material complies with the performance requirements A5TM E 84 with a
Glass B flame spread rating.
UNDERFLOOR AND APPENDAQE5 PROTECTION
I. Underside of Appendages and floor Projections- The underside of cantilevered and overhanging
appendages and floor projections shall maintain the ignition -resistant integrity of the exterior walls,
or the projection shall be enclosed to the grade.
2. Unenclosed underfloor protection- Buildings shall have all underfloor areas enclosed to the grade
with exterior walls.
Exception: The complete enclosure of under floor areas be omitted where the underside of all
exposed floors, exposed structural columns, beams and supporting walls are protected as required
with exterior ignition -resistant material construction or be heavy timber.
TABLE 4303?
FIXTURE FLOW RATES
MAXIMUM FLOW RATE AT > 20
PERCENT REDUCTION
FLOW RATE
MAXIMUM FLOW RATE AT > 20
PI.RCENT REDUCTION
Showerheads
25 gpm • 60 psi
2 gpm a 60 psi
Lavatory faucets residential
22 gpm s bO psi .
IS gpm • 60 p512
Kitchen faucets
22 gpm a bO psi
Ib qpm o bo psi
Gravity tank tie water closets
Ib gollons/flush
1.28 gallons/flush'
Flushometer tank water closets
Ib gallons/flush
126 gallons/flush'
Flushometer valve water closets
Ib gallons/flush
128 gallons/flush'
Electromechanical hydraulic water closets
Ib gollons/fiush
126 gallons/flush'
Urinals
ID gallons/flush
.5 gallons/flush
I. Includes single and dual flush water closets With an effective flush of 128 gallons or less.
Single flush toilets - The effective flush volume shall not exceed I lleffective g 28 gallons. The flush volume Is the average flush volume
when tested In accordance with ASME A112.19.2332.
Dual flush toilets - Th eeffective flush volume shall not exceed 128 gallons. The effective flush volume Is defined as the composite,
average flush volume of two reduced flushes and one full flush. Flush volumes will be tested In accordance with ASME AI12.192 and
A54E AI12.19.14.
2. Lavatory faucets shall not have a flow rate less than Ob gpm at 20 psi.
TABLE 43033
STANDARDS FOR PLUMBING FIX URE5 AND FIXTURE FITTING
REQUIRED STANDARDS
Water closets (tollets)-f lushometer valve -type single
CURRENT VOC LIMIT
flush, maximum flush volume
ASME A 112.192/C5A 845.1 -128 gal (4b L)
Water closets (toilets)-flushometer valve -type dual
ASME A 112.19.14 and U.S. EPA WaterSense Tank-T1ype High-eflclency Toilet
flush, maximum flush volume
Specification -128 gal (4b L)
Water closets (toilets) - tank type
US. EPA WaterSense Tank -T a High-Efflcl Tollet Specification
Urinals, maximum flush volume
ASME A 112.192/05A 845.1 - 05 gal (IA Q
Subfloor adhesives
ASME A 112.19.19 (vitreous china)
Urinals, nonwater urinals
ANSI Z124A - 2004 or IAPMO Z124.9 (plastic)
Residentlal bathroom lavatory sink faucets:
50
Maximum flow rate - IS (5.? UmIn)
I ASME A 112.16.1/05A 5125.1
TABLE 4504.1
ADHESIVE VOC LIMITk2
Less Water and Less Exempt Compounds In 6raas per Liter
ARCHITECTURAL APPLICATIONS
CURRENT VOC LIMIT
Indoor carpet adhesives
50
Carpet pad adhesives
5o
Outdoor carpet adhesives
150
Wood Flooring adhesives
100
Rubber floor adhesives
60
Subfloor adhesives
50
Ceramic the adhesives
65
VGT and asphalt the adhesives
50
Drywall and panel adhesives
50
Cove base adhesives
50
Multipurpose construction adhesives
70
Structural glazing adhesives
100
Single -ply roof membrane adhesives
250
Other adhesives not specifically listed
50
SPECIALTY APPLICATIONS
350
PVC welding
510
CPVC welding
440
ABS welding
325
Plastic cement welding
250
Adhesive primer for plastic
550
Contact adhesive
60
Special purpose contact adhesive
250
Structural wood member adhesive
140
Top and trim adhesive
250
SUBSTRATE SPECIFIC APPLICATIONS
250
Metal to metal
30
Plastic foam
50
Porous material (except wood)
5o
Wood Flooring adhesive
30
Fiberglass
60
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 1168.
TABLE 45042
SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in brans per Liter
SEALANTS
CURRENT VOC LIMIT
Architectural
250
Marine deck
160
Nonmembrane roof
300
Roadway
250
Singla-piq roof membrane
480
other
420
SEALANT MM 976
50
Architectural
- Nonpourous
- Pourous
250
775
Plastic cement welding
500
Adhesive primer for plastic
760
intact adhesive
750
TABLE 45045
FORMALDEHYDE LIMITS'
Ma dmn Formaldehyde Emissions In Pats per Million
PRODUCT
EFFECTIVE
104 I, 2012
Hardwood plywood veneer core
0.05
Hardwood pl9wood composite core
0.05
Particleboard
0.09
Medium dansI4 fiberboard
0.11
Thin medium dens) fiberboard'
0.13
I. Values In this We are derived from those specified by the
California Air Resources Board, Air Toxics Control Measure for
Composite Wood as tested In accordance with ASTM E 1333-96
(2002). For additional Information, see California Code of
Regulations, Title I'7, Sections 93120 through 93120.12.
2. This medlum density fiberboard has a maximum thickness of 8 mm.
TABLE 45043
VOC CONTENT LIMITS FOR ARCHITECTURAL COATIN66'-1
Grams of VOC per Liter of Coating,
Less Water ad Less Exompt Compounds In Grams per Liter
COATING CATE60RY
EFFECTIVE
I/V2011
Flat coatings
50
Nonfiat coatings
100
Nonf lat-high gloss coatings
150
Special Cloc"
*
Aluminum roof coatings
400
Basement "C-1014 coatings
400
Bituminous roof coatings
50
Bituminous roof primers
350
Bond breakers
350
Concrete wring compounds
350
Concrete/masonry sealers
100
Driveway sealers
50
Dry fog coatings
150
Faux finishing coatings
350
Fire resistive coatings
350
Floor coatings
100
Formrrelease compounds
250
Graphic arts coati (sign amts)
500
High temperature coatings
420
Industrial maintenance coatings
250
Low solids coatings'
120
Magnesite cement coatings
450
Mastic texture coatings
100
Metallic pigmented coatings
500
Multicolor coatings
250
Pretreatment wash primers
420
Primers, sealers, and undercoaters
100
Reactive penetrating sealers
350
Recycled coatings
250
Roof coot"
50
Rust preventative coatings
250
Shellacs
- Clear
Opaque
730
550
SpaciaI4 primers, sealers, and undercoaters
100
Stains
250
Stone consolidates
450
Swimming pool coatings
340
Traffic marking coatings
100
Tub and the refinish coatings
420
Waterproofing membranes
250
Wood coatings
2'15
Wood preservatives
350
Zinc -rich primers
340
6roms of VOC liter of coating, including water and Including
ounds
2. exempt if
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 "tied by the
California Air Resources Board, Architectural Coatings Suggested
Control Measure, February I, 2008. More Information Is available
from the Air Resources Board.
2013 GREEN CODE COMPLIANCE
RE515DENTIAL MANDATORY MEA5URE5
GENERAL PROJECT REQUIRED TO MEET DIV1510N5 4.1-4.5.
4.106.3 SURFACE DRAINAGE TO BE DIRECTED AWAY FROM STRUCTURES SEE 51TE PLAN.
4.106.4 INSTALL A NOMINAL I" IN51DE DIAMETER L15TED RACEWAY TO ACCOMMODATE A
DEDICATED 208/240 VOLT BRANCH CIRCUIT. THE RACEWAY SHALL ORIGINATE
IN THE MAIN OR SUB PANEL, AND WILL TERMINATE INTO A LISTED BOX AT THE
PL RP05ED 51TE OF THE EV CHARGER.
4201.1 LOW-R15E RESIDENTIAL BUILDINGS SHALL MEET OR EXCEED THE MINIMUM
STANDARDS DE516N REQUIRED BY THE GEC,.
4303.1 INDOOR WATER U5A6E REDUCED BY AT LEAST 20% BY INDIVIDUAL FIXTURE
AND FITTING REDUCTION 5EE TABLE AND NOTES IN DRAWIN65.
4.303.3 PLUMBING FIXTURES TO MEET REQUIREMENTS OF TABLE 4.303.3, SEE NOTE
ABOVE.
4.304.1 AUTOMATIC IRRIGATION 5Y57EM CONTROLLERS INSTALLED AT THE TIME OF
WEATHER OR 501 -MOISTURE BASED.
FINAL INSPECTION SHALL BE L
4.406.1 ANNULAR SPACES AROUND PIPES, ELECTRIC CABLE5, CONDUITS OR OTHER
OPENIN65 IN PLATES AT EXTERIOR WALL5 5HALL BE PROTECTED AGAINST THE
PA55A6E OF RODENTS BY CLOSING SUCH OPENINGS WITH GEMENT MORTAR,
CONCRETE MA50NRY OR 51MILAR METHOD ACCEPTABLE TO THE ENFORON6
AW46Y.
4.405.1 A MINIMUM OF 50% OF THE CONSTRUCTION WASTE GENERATED AT THE 517E 15
DIVERTED TO RECYCLE OR SALVAGE.
4.408.2 IF THE LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION
WASTE MANA6EMENT ORDINANCE, A CONSTRUCTION WA5TE MANAGEMENT PLAN
SHALL BE SUBMITTED FOR APPROVAL TO THE ENFORCING AGENCY THAT
COMPLIES WITH SECTION 4.40b.2.
4.410.1 AN OPERATIONAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE
BUILDING OCCUPANT OR OWNER.
4.503.1 ANY INSTALLED GAS FIREPLACES SHALL BE DIRECT -VENT 5EALED-COMBU5TION
TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH U5
EPA PHASE II EM155ION LIMITS WHERE APPLICABLE. WOOD STOVES, PELLET
STOVES AND FIREPLACES SHALL AL50 COMPLY WITH APPLICABLE LOCAL
ORDINANCES.
4.504.1 DUCT OPENING AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINC75
SHALL BE COVERED DURIN6 CONSTRUCTION.
4.5042.1 ADHE51VE5, 5EALANT5 AND CAULKS SHALL BE COMPLIANT WITH VOC AND
OTHER TOXIC, COMPOUNDS LIMITS.
4.5042.2 PAINTS, 5TAIN5 AND OTHER COATINGS SHALL BE COMPLIANT WITH VO( LIMITS.
4.5042.3 AER050L PAINTS AND GOATIN65 SHALL BE COMPLIANT WITH PRODUCT
WEIGHTED MIR LIMITS FOR ROC, AND OTHER TOXIC, COMPOUNDS.
4.5042.4 DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC, LIMIT
FIN15H MATERIALS HAVE BEEN USED.
4.5043 CARPET AND CARPET 5Y5TEM5 SHALL BE COMPLIANT WITH VOC LIMITS.
4.504.4 50% OF FLOOR AREAS RECEIVING RESILIENT FLOORING SHALL COMPLY WITH
VOC,-EMI5510N LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH
PERFORMANCE 5CHOOL5 (GHP5) LOW -EMITTING MATERIALS L15T OR BE
CERTIFIED UNDER RE51LIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR50ORE
PROGRAM.
4.504.5 PARTICLE BOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD
PLYWOOD USED IN INTERIOR OR EXTERIOR FIN15H 5Y5TEM5 OF THE BUILDING
SHALL COMPLY WITH LOW FORMALDEHYDE EM155ION STANDARDS.
4.505.2 VAPOR RETARDER AND CAPILLARY BREAK 15 INSTALLED AT SLAB ON GRADE
FOUNDATIONS.
4.505.3 M015TLRE CONTENTS OF BUILDING MATERIALS USED IN WALL5 AND FLOOR
FRAMIN6 15 CHECKED BEFORE ENCLOSURE. DO NOT ENCLOSE WALL OR FLOOR
FRAMING WHEN M015TURE CONTENT EXCEEDS 11%.
4.506.1 ENERGY STAR COMPLIANT EXHAUST FANS WHICH TERMINATE OUTSIDE THE
BUILDING ARE PROVIDED IN EVERY BATHROOM.
4.507.1 WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED LOUVERS OR COVERS
WHICH CLOSE WHEN FAN 15 OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM
INSULATION VALUE OF R-4.2.
4.507.2 DUCT SYSTEMS ARE SIZED, DE516NED, AND EQUIPMENT 15 SELECTED USING THE
FOLLOWING METH005:
L ESTABLISH HEAT L055 AND HEAT GAIN VALUES ACCORDING TO ALGA
MANUAL J OR EQUIVALENT.
2. SIZE DUCT SYSTEMS AGCORDIN6 TO ALGA 29-D (MANUAL D) OR
EQUIVALENT.
3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ALGA 36-5
(MANUAL 5) OR EQUIVALENT.
VENTILATION RATE SUMMARY
WHOLE BUILDING
510 S.F. / 100 = 5.10 S.F.
x (I B/R + 1) = 15 S.F.
5.10 + 15 = 20.1 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 TRAN5FERED FROM ADJACENT
DWELLING UNITS, GARAGE5, OR CRAWL5PACE5.
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
MERV-6 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 1.0 SONE.
B. INTERMITTENTLY OPERATED WHOLE -BUILDING VENTILATION FANS SHALL BE RATED AT A MAX.
OR 1.0 SONE.
G. INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT A MAX. OF 3.0 50NE.
D. REMOTELY LOCATED AIR -MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE 5PAGE5) NEED
NOT MEET SOUND REQUIREMENT5 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 IN5TRUCTION5 ON HOW TO OPERATE THE SYSTEM.
WHOLE HOUSE VENTILATION OPTIONS
WHOLE HOUSE VENTILATION REQUIREMENT5 MAY BE MET BY THE FOLLOWING:
I. A CONTINUALLY OPERATED LOCAL EXHAUST FAN*. MULTIPLE FAN5 MAY BE USED TO MEET THE MINIMUM
WHOLE -HOUSE VENTILATION REQUIREMENTS.
2. A CONTINUALLY OPERATED LOCAL SUPPLY FAN. MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM
WHOLE-HOU5E VENTILATION REQUIREMENTS.
3. BOTH EXHAUST AND SUPPLY FAN5: EXHAUST AND SUPPLY FAN CFM MAY NOT BE ADDED TO ACHIEVE
MIN. CFM REQUIREMENTS.
4. THE VENTILATION REQUIREMENTS MAY BE INTEGRATED INTO THE CONDITIONING SYSTEM U51N6 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.
BATHROOM EXHAUST FAN5
MECHANICAL EXHAUST FAN5 WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE
FOLLOWING:
I. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUT5IDE THE BUILDIN6.
2. UNLE55 FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FAN5 MUST BE
CONTROLLED BY A HUM1015TAT WHICH SHALL BE READILY ACCESSIBLE.
HUM1015TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF
50 TO 60 PERCENT.
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GENERAL. NOTES
I. All work on this project shall conform to the 2013 editions of the GRG, GBG, CFC, GPC, CMG,
GEC, Green Building Code and 2013 California Energy Code and any other applicable county
and/or city codes and ordinances.
2. Written dimensions are to be used, do not scale drawings.
3. Specific information on the drawing differing from these notes shall apply.
4. The contractor shall verify site conditions and their correlations with the drawings.
5. In the event certain features of the construction are not fully shown on the drawings or called
for in the notes, then their construction shall be of the same character as for similar conditions
that are shown or called for and shall be approved by the architect.
6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate
the method of construction.
1. All exterior walls to be 2x6 studs at 16" o.c. U.N.O. All interior walls to be 2x4 studs at 16" o.c.
U.N.O.
8. Bedroom window finished sill height to be 44" maximum at egress windows.
C!. All exhaust fans, gas ranges, and clothes dryers to be vented to outside.
10. Finish grade and finish floor elevations to be field set. Drainage around all structures is to be
away from buildings at 5% slope for minimum 10'. Swale as required.
11. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately
maintained.
12. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise
noted.
ENERGY NOTE -5
I. All exterior doors and windows shall be weather stripped.
2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed.
3. Exhaust fans and for systems to have backdraft damper control.
4. Shower heads and faucets shall be certified by the G.E.G.
5. All gas appliances shall have an intermittent ignition device.
6. Insulation: Walls 2x6 R -►q, Ceiling R-38. Interior sound insulation to be 3 1/2" sound batts, typical
at bedroom and bathroom walls.
i. Exterior windows, and doors with glazing, shall have permanent NFRG levels attached, U -values
of doors or windows shall meet Title 24 calculations.
8. Title 24 Installation Certification form GF -6R shall be posted prior to issuance of Certificate of
Occupancy.
q. Ducts to be constructed per G.M.G. Insulate all ducts in unconditioned space with R-6.0 minimum
insulation.
10. Water heating equipment shall be certified by the G.E.G.. Water heater energy factor to .84
minimum. Pipe within 5'-0" of the water heater (in unconditioned space) shall be insulated with
R-3 insulation.
Il. Mechanical equipment energy rating: H5PF=8 for the furnace, 5EER=14.0, EER=12.0.
12. All windows to be IowE2 dual glazed with vinyl frames.
13. Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency
of not less than 40 lumens per watt (usually fluorescent).
14. Provide insulation certificate prior to final inspection.
6LAZIN6 d WINDON NOTE -5
I. Doors, windows, and shower doors within hazardous areas to be impact resistant glass.
2. All glass less than 18" above adjacent walking surfaces or within 24" radius of door jambs in
closed position shall be fully tempered.
3. All window frames to be set in full bed of mastic. Lap building wrap over window flange except
at 511E
DOOR AND HARDWARE NOTES
I. All exterior and interior door hardware to be as selected by owner. Exterior and interior
hardware finish to be as selected by owner. Key all exterior doors alike.
2. Privacy locks to be provided at Master bedroom and all bathroom doors.
3. Provide 1 1/2 pair butts per door.
4. Each door to be provided w/ door stop.
DRYWALL
1. All gypsum board seams to be taped. Texture walls and ceilings with light knockdown finish
typical U.N.C.
2. Install mold resistant board at all wet areas.
3. Install metal edge at all exposed exterior corners.
4. Out all openings for outlets, switches etc., score $ knock -out method will not be used.
5. Gypsum board to be painted with primer coat prior to texturing.
6. Fasteners shall conform with GBG table 702.3.5 and shall be applied in such a manner as not to
fracture the face paper with the fastener head. Fasteners shall be spaced a minimum of 3/8
inch from edges and ends.
i. All edges and ends shall occur on the framing members, except those edges and ends which
are perpendicular to the framing members.
FLA5HIN6
I. All flashing shall be 26 ga. poly. iron unless otherwise noted. Prime & paint to match adjacent
construction.
2. Flash and counter -flash at all roof/wall connections.
FIRE 5101" NOTE -5
I. Fire -stopping shall be provided to out off all concealed draft openings (both vertical and
horizontal) and shall form o barrier between a top story and roof space, and in the following
specific locations:
A) In exterior or interior stud walls, at ceilings.
B) In all stud walls and partitions, including furred spaces, so placed that the maximum
dimension and any concealed space is not over 10 feet.
G) Any other locations not specifically mentioned above, such as holes for pipes, shafting,
behind furring strips and similar places which could afford a passage for flames.
2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved
material as prescribed by the State Fire Marshall.
ELECTRICAL NOTES
I. A ground fault circuit interrupter (6FG1) is required for all 120 volt receptacles installed in
bathrooms, garages, accessory buildings, outdoors, in unfinished basements, under -floor areas,
laundry, utility and kitchen countertops and within 6 of a bar sink.
2. Electrical contractor to verify all fixture and device locations with Owner.
3. Elecltricol contractor shall pre -wire for telephones and T.V. outlets.
4. Smoke detectors shall be provided in compliance with local building code as shown on drawings,
direct wire w/ battery backup.
5. Electrician shall install all built-in appliances.
6. Provide 110 V outlet and a switched light in attic space within 25' of HVAG unit for service.
1. Provide minimum 200 amp electrical service.
8. In the kitchen, dining room, or similar area of a dwelling unit, the two or more 20 -ampere small
appliance branch circuits required shall serve all receptacle outlets and receptacle outlets for
refrigeration equipment. Gounter top receptacles shall be provided with a min. of two small
appliance branch circuits.
C!. Metal water pipe and other metal piping that may become energized to the service equipment
shallbe bonded.
10. Provide arc fault interrupter breaker at the main panel for all bedroom circuit outlets.
ll. Arc -fault circuit -interrupter protection to all 120 volt, single phase, 15 and 20 ampere branch
circuits supplying outlets installed in dwelling units shall be protected by a listed arc-favlt circuit
interrupter, combination type installed to provide protection of the branch circuit. ?Includes
lights, receptacles and smoke detectors.
12. Tamper-resistant receptacles: All 125 volt, single phase, 15 and 20 ampere receptacles shall
be listed tamper resistant receptacles.
13. Bathroom receptacle outlets shall be supplied by at least one 20 -ampere branch circuit. Such
circuits shall have no other outlets.
14. Fixtures, lamp holders and receptacle outlets shall be securely supported. A fixture that weighs
more than 6 pounds or exceeds 16" in any direction shall not be supported by the screw shell
of the lamp holder. Outlet boxes shall not be used as the sole support for ceiling
(paddle) fans.
15. Receptacles installed in wet or damp locations must be listed weather -resistant type.
PERMANENT INTERIOR LUMINARIE5
General:
1. High efficiency luminary fixtures must not contain a medium based screw type incandescent
socket.
2. A manual -on occupant sensor must not have on always on feature.
3. All sensors (indoor and outdoor) are to let the luminaries they control run for no longer than 30
minutes.
4. All recessed luminaries in ceilings must be approved for zero -clearance insulation cover,
electronic ballast, and air -tight.
Laundry Rooms Utility Rooms and Garages:
1. All permanent interior luminaries must be high efficiency and controlled by a manual -en occupant
sensor.
Bathrooms:
I. A minimum of I high efficiency luminaire shall be installed in each bathroom, and all other lighting
installed in each bathroom shall be high efficiency or controlled by on occupancy sensor.
Kitchens:
I. Kitchens must have at least fifty percent of the installed wattage as high efficiency luminaries.
2. High efficiency luminaries must be switched separately from low efficiency luminaries.
3. Wattage for incandescent luminaries is determined by the maximum rating of the fixture.
All Other Rooms:
1. All permanent interior luminaries must be high efficiency, or controlled by a manual -on occupant
sensor, or controlled by a dimmer.
Outdoor:
I. All permanent outdoor luminaries attached to the building must be high efficiency or controlled
by a motion sensor and photocell.
VENTILATION
I. Provide attic ventilation of areas with attic. Venting to be at a ratio of 1:300. For ventilation
calculations refer to the roof framing plan. Cover vents with 1/4" corrosion resistant wire mesh.
2. Eave vents to meet Exterior wildfire Exposure requirements, see additional notes.
HEATIN6. COOLING AIR CONDITIONING
1. The heat loss and heat gain of the air conditioned portion of the building shall be determined by
a licensed heating and air conditioning contractor or engineer. Such person shall assume all
responsibility for adequately heating and cooling the building.
2. The systems shall be properly balanced by the Mechanical contractor.
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 members in the
framing.
4. All electrical disconnects, service wiring and conduit shall be made by the Electrical contractor.
Control devices and their installation shall be by the Mechanical contractor.
5. Provide R/A grille with filter.
6. All HVAC registers � diffusers to have adjustable dampers.
1. Provide dual setback thermostats.
5. All exhaust fans to have backdraft damper and a minimum of 50 cfm on intermittent system.
Vent to outside air.
q. Provide mechanical unit on concrete pad. Confirm size and location.
FIN15H CARPENTRY
I. Perform all work necessary and required for finish woodwork including, but limited to:
A) Interior trim and millwork.
B) Similar assemblies of finish wood.
G) Hanging interior doors.
D) Installation of manufactured items not specifically noted to be installed by others.
2. Materials:
A) Gloats and hook strips: Pine.
B) Closet shelves Ixl2 particle board.
3. All millwork shall be fabricated and assembled from measurements taken at the site.
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
I. The drawings are schematic and Indicate the systems and equipment to be used. Plumbing
contractor shall verify clearances, shall lay out and coordinate the plumbing work with the work
of other trades, and shall confirm the location of and install sleeves and hangers so that work
of other contractors is rot delayed.
2. Install gate valve at service entrance to building.
3. All fixtures shall be supplied with hot and/or cold water, waste and vent piping as required.
Waste and soil lines shall comprise a complete sanitary system from each fixture to, and
connected with the waste system.
4. All waste lines shall have a continuous fall of 1/4" per foot inside the building.
5. Gleanouts shall be placed to service waste system in accordance with applicable codes and
best plumbing practices.
6. Approved backflow prevention devices shall be provided on hose bibs.
DE516N LOADS
Seismic Site Glass "D"
Wind 110 mph exposure "G"
Floor live load n/a
Roof live load 18 psf
CONCRETE NOTE -5
I. Concrete shall have a minimum compressive strength at 28 days and a maximum slump of:
Strength... 2500 psi Slump... 4"
2. Gonstruction 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
1. Reinforcing steel at foundation footings to conform to ASTM 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 315-05.
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.
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 (HWPA grading rules):
2x joists and rafters NO.2
Posts and beams NO. I
Studs NO. 2
Sills and plates NO. 2 HF
5ili5 on concrete PTHF
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 1/16" larger than bolts.
5. All nuts shall be tightened when placed and re -tightened prior to application of finish or at
completion of job.
6. Framing hardware shall be Simpson 5TRON6-TIE or approved equal, with connectors as
specified in the catalog NOL -2015.
1. Wall top -plates shall have joints at a stud center line.
HOLOONN5
I. Install holdowns per manufacturer's specifications. Unless noted otherwise, holdowns shown
adjacent to a window or a door shall be attached to the king studs.
2. Provide continuous edge -nailing through plywood to studs, which have a holdown.
MANUFATURED TRU55E5
I. Submit plans and calculations to Architect and Building Department prior to installation.
2. Truss details and calculations for roof trusses shall be prepared and signed by a California
registered Givil Engineer substantiating adequacy of trusses to support dead plus live loads.
GLUE -LAMINATED BEAMS
I. Materials, manufacture, and quality control of glued -laminated beams shall be in accordance with
AN51/AITG AI10.1. Fabrication shall be in on approved fabricators shop.
2. Laminating combinations shall meet the requirements of ANSI/AITGAlgO.I, and shall meet the
requirements of or exceeding the values noted in table, 2010 California Building (,ode for the
appropriate combination noted on the plans. Unless otherwise noted, beams used for this
project shall be 24F -V4, OF/DF.
3. Glued -Laminated members shall bear a quality, mark and a conformance with AN51/AITG AI610.1.
This certificate of conformation shall be submitted to the field inspector prior to completion of
the farming inspection.
4. Glue -Laminated members used exterior applications and not protected from moisture shall be
Alaska Yellow Gedar. Gombinations: 20F -V12 AG/AG, F13=2,000 psi, MOE = 1,500,000p5i, fc
(perp) = 560 poi.
PLYWOOD NOTE -5
General Provisions
I. 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 Sheeting
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 1/5" spacing at panel ends and 1/4" spacing at panel
edges.
5hearwal is
I. Panel wall sheathing shall be APA RATED SHEATHING EXP I, size and nailing per drawings. Allow
Ila" spacing at all panel end and edge joints.
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIA CE
DATE E% BY
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PERMIT # 10?J (0 " 2'�I L b
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
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