HomeMy WebLinkAboutB16-2338 071-150-026RECLI66ED
I'0V 2 8 201',
TRS AND ASSOCIATES
PROPOSED 500 6AL
PROPANE TANK ON
GONG. FAD--/
MIN.
GLR
MINIMUM EROBION AND SEDIMENT
CONTROLS FOR PROJECT5
DISTURBING LESS THAN ONE ACRE
THE BMP'5 (BEST MANAGEMENT PRACTICES) LISTED
BELOW MUST BE IN PLACE DURING THE RAINY
SEASON (OCTOBER 15 THROUSH APRIL 15) AND MAY
BE REQUIRED AT OTHER TIMES BASED ON WEATHER
AND SITE CONDITIONS THROUGHOUT THE YEAR. THE
BMP'5 LISTED ARE MINIMUM REQUIREMENTS AND
ADDITIONAL BMP'S COULD BE REQUIRED BASED ON
SITE CONDITIONS.
I. STABILIZED ENTRY, PROVIDE MINIMUM 5" TO 6"
FRACTURED ROCK 50' LONE x IS' WIDE BY 6" DEEP
OVER CONSTRUCTION GRADE FABRIC.
2. ALL 501LS TRACKED ONTO PAVED ROADWAY5
MUST BE GLEANED ON A DAILY BASIS. WHEN
STREETS ARE NET OR DURING A RAIN EVENT THERE
SHALL BE NO TRACKING OF SOILS ONTO THE
STREET.
5. WATTLE5 SHALL BE INSTALLED PROPERLY, BEHIND
CURB OR 51DEWALK5.
4. ROOK BASS (MINIMUM 2 PER SIDE) AT ALL DRAIN
INLET LOCATIONS WITHIN 150' OF THE PROJECT
SITE.
5. INTERNAL FILTERS SHALL BE PLACED IN51DE EACH
DRAIN INLET.
6. TRASH BARS SHALL BE PLACED ACRO55 THE
BACK OF ALL DRAIN INLET'S.
7. 5TA13ILIZE ALL DISTURBED SOILS IN THE FRONT
YARD AREAS WITHIN I5' OF THE BACK CURB OR
SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE
USED FOR THIS APPLICATION
5. STABILIZE ALL SLOPES WHERE EROSION COULD
OCCUR AND CAUSE SILT RUN OFF. (STRAW,
VI50UEEN OR EROSION BLANKETS MAY BE USED
FOR THI5 APPLICATION
9. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC.
SHALL BE STORED IN A COVERED LOCATION AWAY
FROM 51DEWALKS AND STORM DRAIN INLETS.
IO. PORTABLE CHEMICAL TOILETS IF PROVIDED ON
THE SITE MUST BE KEPT OFF OF STREETS AND
51PEKALKS AND A LEAST 50' FROM THE NEAREST
STORM DRAIN.
II. ALL TRASH MUST BE COLLECTED AND STORED
PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL
MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL
CONTAINERS, ETC. COME IN CONTACT WITH ANY
RAINFALL OR STORM WATER RUNOFF.
12. PROVIDE A DESIGNATED AREA FOR CONCRETE
WASHOUT. HAY BAILS LINED HITH VISQUEEN MAY BE
USED FOR THIS APPLICATION. ROLLAWAY BINS MAY
AL50 BE USED. ALL CONCRETE WASHOUT SYSTEMS
SHALL BE PLACED OFF OF THE PAVED STREETS.
15. AFTER INSTALLATION OF THE ABOVE ITEMS ARE
COMPLETE, A MAINTENANCE PROGRAM NEEDS TO
BE DEVELOPED TO INSURE THE CONTINUED
EFFECTIVENESS OF YOUR BMP'S.
GREGORY A. PEITZ
ARCHITECT
383 Rio Lindo Ave. Chico, CA. 95926 (530)890-5719
f
GLR.
323.5'
MIN.
EXISTING
LEACH FIELD
DRIVEWAY
EXI5TINO 1500 6AL.
SEPTIC TANK
I
I
I � I
1\ EXISTING HELL
I rc�i
I�
I
I
325.6'
E'UTTE COUNTY
BUILDING DIVISION
APPROVED
51 TE PLAN
i„ =
NORTH
a rr�
M lO
a_I
OWNER: J05EPH GOOD d 5TACY PAPILLA 151TE INFO: LUMfi KIN ROAD SHEET,
ADDRE55:23190 BLUE ROAN GTR. FEATHER FALLS, CA o
CLAHAN, CO 80808 5.0 ACRES M
PHONE: ('1I9) 245-0155 FRS _. � F
GENERAL
6-1
MISCELLANEOUS
I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS
OF GONTRA5TIN6 COLOR, VISIBLE FROM STREETS.
2. FIRE SPRINKLER SYSTEM 15 REQUIRED PER CRO R313.3
OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE
SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST
BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY
THE FIRE MARSHALL PRIOR TO BUILDING GLOSIN6 IN.
3. 6ARAOE MAN DOOR TO BE SOLID CORE 1-3/8" THICK OR
20 MIN. FIRE RATED DR. w/ SELF CLOSING DEVICE PER
CRC R302.5.1.
4. ALL DOORS w/ 6LAZIN6 TO BE TEMPERED GLAZING.
CONCRETE
I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 28 DAYS
2. REINFORGIN6 STEEL TO BE INTERMEDIATE GRADE
DEFORMED BARS -TYPE N 6R 40.
ROUGH CARPENTRY
I. INSTALL BLOGKIN6 AS REQUIRED TO SUPPORT FINISH
HARDWARE AND FIRE STOPPING TO OUT OFF CONGEALED
DRAFT OPENINGS AS REQUIRED BY CODES.
2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE
6RADE5 INDICATED OR BETTER (WNPA GRADING RULES)
UNLESS NOTED OTHERWISE.
CONGEALED 4x BEAMS 8 POSTS ......................... NO. 2
EXPOSED 4x BEAMS 8 POSTS...............................NO. I
bx BM5 b POSTS.........................................................NO. I
2x JOISTS AND RAFTERS........................................NO. 2
STUD, SILLS, PLATES...................................................NO. 2
SILLS ON CONCRETE...................................................PTHP
MISC. FRAMING NOT NOTED....................................NO. 2
3. PLYNOOD SHALL BE OF THE DE51ONATED GRADE AND
SHALL MEET THE REOUIREMENT5 OF THE U.S. PRODUCT
STANDARDS P5 1-83.
4. NAILS AT PLYWOOD PANELS SHALL HAVE V EDGE
DISTANCE AND SHALL NOT PENETRATE FACE -PLY.
5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL
SHEATHING SHALL BE LESS THAN 12" IN LEAST DIRECTION.
6. FRAMING HARDWARE SHALL BE 51MP50N 5TRON6-TIE OR
APPROVED EQUAL, KITH CONNECTORS AS SPECIFIED
'1. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS
TO FOUNDATION.
8. PROVIDE FIRE BLOGKIN6 IN CONGEALED SPACES
VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/
2013 G.R.G. SECTION R302.11.
q. FASTENERS FOR PRESERVATIVE TREATED AND FIRE
TREATED HOOD SHALL BE OF HOT DIPPED ZING COATED
GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE
COATING 1^E16HT5 FOR ZING COATED FASTENERS SHALL
BE IN ACCORDANCE w/ ASTMA 153. 2013 G.R.G. SECTION
R31'1.3.
10. EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) Ibd
(5�" x .135",V) MIN., TYP.
11. TYPICAL FASTENERS SHALL BE INSTALLED IN
CONFORMANCE w/ GBG TABLE 2304A.1.
12. STRUCTURAL COMPOSITE LUMBER SHALL BE VERSA -LAM
Fb3100 OR VERSA -RIM AS MFR. BY BOISE CASCADE.
13. BEARING HALL HDRS. SHALL BE 4x10 #2 OR 6x8 D.F. #1
MIN., TYP., U.O.N.
PLUMBING
1. THE A66RECDATE AREA OF PLUMBING VENTS SHALL BE
12.5-1 50. INCHES, MIN.
2. GAS FIRED HATER HEATER TANKS SHALL BE FASTENED
TO THE ADJACENT FRAMING w/ Ib GAUGE METAL STRAP
(G516 OR EQ.) w/ MIN. 2" LONG #12 HOOD 50REHS ® 4"
ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE
TANK.
4. SHOWER AND TU5-5HONER COMBINATIONS SHALL BE
PROVIDED w/ INDIVIDUAL CONTROL VALVE5 OF THE
PRE55URE BALANCE OR THE THERMOSTATIC MIXING
VALVE TYPE.
5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE
THAN (3) HATER CLOSETS.
6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE.
i. SHOWER AND TUB/SHNR HALLS SHALL HAVE A SMOOTH,
HARD, NONABSORBENT SURFACE o/ A MOISTURE
RESISTANT UNDERLAYMENT TO A HEIGHT OF -12 ABV.
FINISH FLR. DRAIN INLET, PER ORO R50-72
8. A NON -REMOVABLE BACKFLON PREVENTION DEVICE
SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS.
g. THE HATER HEATER'5 TYPE 'B' 6A5 VENT SHALL
TERMINATE NOT LESS THAN 5' IN VERTICAL HEIGHT ABOVE
THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR
FLUE COLLAR.
MECHANICAL
I. DRYER DUCT TO BE MIN. 4" Q TO THE OUTSIDE, EQUIPPED
WITH A BACK -DRAFT DAMPER. 4"0 DUCT LENGTH 15
LIMITED TO 14' WITH 2 ELBOWS. OTHER LENGTHS OR
SIZES AS PERMITTED OR REQUIRED BY THE
MANUFACTURE'S INSTALLATION INSTRUCTIONS MUST BE
APPROVED BY BUILDING OFFICIAL. (SUBMIT REQUE5T
FOR MODIFICATIONS)
2. 51NOLE-HALL METAL PIPE SHALL NOT BE USED AS A
VENT IN DNELLINGS AND RESIDENTIAL OCCUPANCIES.
3. ALL EXHAUST DUCTS SHALL TERMINATE NOT LE55 THAN 3'
FROM A PROPERTY LINE OR OPENINGS INTO THE
BUILDING.
COMP. SHINGLES o/ 15#
FELT o/ y." GDX OR OSB.
H/ bd'5 ® 6"112" O.G.
SEE ROOF
PLAN -4
R-38 IN5UL.
g/8" GYP. BD.
OR)2" CD.
BD. ® CLO.
" GYP. BD.
® WALLS O
2xb STUDS ® v
16" O.G.
R -M IN5UL.
SEE FDN.
PLAN
"S I MPSON"
ST6224 STRAPS
2X STUD
2X K.S.
4X POST
HEAL7ER 5TRAP
OA,
SECTION A -I 114" = I..
WATER HEATER MANPATORY FEATURE5
WATER HEATING SYSTEMS USING OA5 OR PROPANE WATER HEATERS TO SERVE
INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS:
1. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 3 FEET FROM THE WATER
HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS
2. 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 15 INSTALLED
3. A CONDENSATE DRAIN THAT 15 NO MORE THAN 2 INCHES HIGHER THAN THE
BASE OF THE INSTALLED WATER HEATER, AND ALLONS NATURAL DRAINING
WITHOUT PUMP ASSISTANCE
4. A OAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR.
V _ h 5040 XO
BEDROOM 2
q' GL6.
CARPET
I _o
I'f.8'D
I (2) 3068
O
--- P d 5--- � 2668
5'-4"
4016 XO w/
8'-0" HD. H'
F
TUB/SHHR
BATH
LI'CLO.
VINYL
="_^u
4040 XO
IRON B[
L'DRY
q'CLO.
D VINYL
CODE ANALYSIS
6OVERNIN6 CODES:
2013 GBG, 2013 CRO 2013 CEG, 2013 GPC, 2013 CMG,
2013 CFC, 2013 CALIF. HEALTH d SAFETY CODE AMENDMENTS
2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II
2013 CALIF. ACCESSIBILITY REOUIREMENTS AMERICANS w/
DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 CGBSC
OCCUPANCY GROUP: GROUP: R3 / U
ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503)
ALLOWABLE AREA: UNLIMITED
ACTUAL FLOOR AREA: 2,530 S.F.
ALLOWABLE STORY/HEI6HT: (3) STORIES / 40'-0"
ACTUAL STORY/HEIGHT: (1) STORY / Ig' -6"
CONSTRUCTION TYPE: TYPE VB
AUTOMATIC SPRINKLER: REQUIRED
NILDLAND URBAN FIRE
INTERFACE: REOV, SEE NU1 !iHEET
' yon 5.62]5'
8050 XOX, TEMP.. -
6x10 HDR.
NOOK
q' CLO.
TILE
2468 k "== `d 2868 `Ir l
HALL22"x30" RAISED
g' GL6. ATTIC BAR
TILE ACCESS
2668
PANTRY
m 0
161
BEDROOM 3
q' GLC. 2468
CARPET i m �/ - I !i I TCHEN
0 6A5 N.H. w/ P.T. VALVE b � Ito Eli
I� TILE w IDN
m DISCHARGE TO O.S.
POINTING DONN S J M I «+ NH �F• I p
TERMINATING 6"-24" FROM ^ Q
GROUND, ATOP +IS" N I
PLATFORM w/ SEISMIC 2868 S.G. OVE
PANTRY
STRAPS TOP AND BOTTOM I w/ SELF V4/
_ GLSR.
miel
�SpGry 2868 G.O.
16.0 ry'ry FAU w/ 26 6A. 6ALV. SHT. to
A/G UNIT MTL. DUCTS THAT
13'-S" 2'-8" /5._v, 3'-10'
PENETRATE HOUSE/GARAGE - - - -
Ib' -4" HALLS d CLO. 5068 ARCH
14.0' I PROVIDE STUD DIRECTLY STEEL P1IPE L DINING I 1II ENTRY
UNDER EA. TRUSS ® BOLLARD
HATCHED HALL ROOM 606611
LOCATIONS
g' GL6. ARCH I I TILE
CARPET II
GARAGE 11
q' GL6. H
200 AMP., GONG.
3 -WIRE ELEG. NOTE:
GARAGE HALL5 AND CLO.
FIN. TO BE MIN. �" GYP. BD.
GONG. II' -8" LONG 5�"x13 "
LANDING 3068 24F -V4 6LB. HDR5. w/
STRAPS a EA.
Y� LITE 5HEARNALL 4x4
TRIMMER P05T PER I
Poy� I
g080 OAR. DR. 8080 OAR. DR.
24F -V4 6LB.
12'-4" -
GOVR'D
PATIO
g' GL6.
GONG.
8065 XOO 5.6.D
6x10 HDR.
EPA APPROVED HOOD STOVE
ATOP NON-COMBUSTIBLE
HEARTH. INSTALL PER MFR.
SPEC. PROVIDE INSTALLATION
MANUAL ® SITE
24'-
NOTE:
THIS PROJECT IS LOCATED IN
A NILDLAND URBAN INTERFACE
AREA. SEE SHEET NUI FOR
REQUIREMENTS.
LIVING
ROOM
g' CLO.
CARPET
3068
2050 2050 5.0.
SH SH 1060 S.L., 1060
TEMP. S.L.,
TEMP.
5050 6. FIX 6"
CO\/R'D PORCH
g' GL6.
6x10 GONG. 6x10
"
0o'
Q
m` .
5HEARWALL SCHEDULE:
SYMBOL: SHEARWALL:
%" GDX PLYHD. OR OSB
w/ 8d'S ® 6", 12" O.G.
IeECEfV�i3
Q
5/8" GDX PLYWD. OR 0513
4 W 8d'5 ® 4", 12" O.G. W N'9V 2$ 2 Jai
4x STUDS ® ADJ. PANEL
SPLICES TR2 ANr,x^.35^tea<-x
Q5/8" CDX PLYHD. OR 055
g w/ &d'S ® 5",12" O.G. w/
4x STUDS ® ADJ. PANEL
SPLICES
Q5/e" GDX PLYND. OR OSB
2 w/ 5d'S ® 2", 12" O.G. w/
4x STUDS ® ADJ. PANEL
SPLICES
I. NAILS SHALL BE COMMON NAILS (2142"x.1319, TYR, U.O.N.
2. ALL PLYWOOD PANELS SHALL HAVE ALL EDOE5 BLOCKED.
10�" 24F -V4 6LB.
2'_Q"
6050 XO MIN.
2868
FR.
�p
2868
-
�fi 3068
1
�n'+e
G.O.
C0
N
L7
F
? �4
2640 5H
I
MSTR.
o
MASTER
BATH
0
BEDROOM
q' GL6.
g' GL6.
TILE
M
CARPET
TILE 5HNR
I
�
W/ TEMP.
U
I �I
�
I aOJ
FLOOR PLAN 1/4" = I' -o"
r-
--- -
-
�SoG
1
�n'+e
+6
2040 SH
PERMIT # O t b�
13UTTE couNTY
Htvit
CODE C
REVIEWED
OR CODE COMPLIANCE
11 nFr In. fqM
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n r N Y
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Date:
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2640 5H
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BATH
0
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q' GL6.
TILE
TILE 5HNR
W/ TEMP.
U
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6L. ENCL.
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51-10.
2468
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PERMIT # O t b�
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Htvit
CODE C
REVIEWED
OR CODE COMPLIANCE
11 nFr In. fqM
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n r N Y
ReNskm:
Date:
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* No. C21 3
R . /17
GOOD
1945
Dot. OCTOBER 2016
ScalA
Draxm LH
Job 1(5-2208
BheAt
Of
FIVE
Sheets
2
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7
LO
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1 — — _ �j_.--
SHEATH 2x4 BLOCK
PANELS W/ %" GDX
PLY. W/ Sd'S ® 6" 0
2x4
FRAME,
TYP. —
NAIL STRAP ® 4" O.G.
NAIL ROOF PLY TO
BLKO. PANEL W/ 5d'5
® 6" O.G.
5HEAR TRAN5FER
I" =
FASCIA, SEE
ELEVATION
SIDING OR—
STUCCO
DRAG TRU55
E.N.
PLY
SEE ROOF
PLAN FOR A55
SPACING 8
LOCATIONS
5HEARPLY, SEE
PLAN NOTES
&ABLE END
FASCIA, SEE
ELEVATION
E.N.
51DINO—
G.E. TRU55
5HEARPLY,
SEE PLAN-
E.N.
E.N.
E.N.
PLY
A55 ® 4'-0" O.G.,
TYP., U.O.N.
5ABLE END
ROOF PLY
t.N.
/
By:
DRAG TRU55
ei
EE ROOF PLAN
FOR A35 5PAGIN6
8 LOCATIONS
TRUSS BG -
GAP
E.N.
5HEARPLY,
SEE PLAN
BRACED PER
TRUSS MFR.
SPECS.
WALL PARALLEL
-10 TRUSSES
DRAO TRU55
LEFT r=LE1/ATION 1,811= 1'-ol,
14"x24" G.E.
VENT, TYP.-
COMP.
SHINGLES —
GEMENT BD.
LAP SIDINGI
jx4 TRIM
CORNERS, DRS,
d NDNS —�
SIh1P50N STG
CLIPS EACH
2x4 BLOCKS /
/
By:
®24" O.G.JJ//
ei
TRUSS BG -
GAP
IT � I
BRACED PER
TRUSS MFR.
SPECS.
WALL PARALLEL
-10 TRUSSES
APPROVED POWDER
DRIVEN ANCHORS.
r~
t`
PDPNL-300MG ® 24"
a
O.G. MAX.
L
M
APPROVAL: ESR -2138
u
++
HILTI: X -CP 12 P8
W
N
O
32" O.G. MAX.
APPROVAL: E5R-2319
SOLID
' SIMPSON" STG
CLIP ® EACH
BLOCKI
2x4 BLOCKS
® 24" 0.C.—
BG
WALL PERPENDICULAR TO
TRU55E5
SILL NAILING
Ibd ® 161, O.G.
SLAB FLOOR WOOD FLOOR
NOTE: DETAILS APPLY TO INTERIOR, NON-BEARING,
NON-5HEARWALL CONDITIONS
4 WALL ATTAOHMENT
ROOF PLY.
5HEARPI-y-,
SEE PLAN
2
-A35 ® 4'-0"
O.G., TYPP
U.O.N.
I" MIN. AIR
SPACE TO
INSULATION
VENTS
EAYE DETAIL
I"
REAR ELrz\/ATION I/8" = II_QII
RIGHT ELEVATION v5" = 1'-0"
FRONT ELEVATION 114" =7P-;]
ROOF NOTES:
I. ROOF FRAMING SHALL BE:
PRE -MFR TRUSSES ® 24" O.G. TYF. U.O.N.
2. ROOF PITCH SHALL BE:
VARIES, 5EE PLAN
3. ROOF O.H. SHALL BE:
I'-6" ® ALL G.E.
2'-b" ® 5:12 PITCH
1'-9" c'1:12 PITCH
4. ROOF COVERING SHALL BE:
COMP. SHINGLES o/ 15# FELT o/Y2 GDX
OR OSB. w/ bd'5 a VI O.G.
5. REQUIRED ATTIC VENTILATION:
2850 / 300 = 9.5 50. FT. OF NET FREE AREA
VENTILATION REQUIRED,
(9.5)(6055) = 5.1 HIGH VENTING REQUIRED.
(9.5)(4055) = 3.8 LOW VENTING REQUIRED.
•LOW VENTING: PROVIDE (12) 3Y2"x22%'
'VULCAN' OR EO. EAVE VENT5 ® .33 50.
FT. EACH. TOTAL LOW VENTING PROVIDED:
3.96 50. FT. OF NET FREE AREA
*HIGH VENTING: PROVIDE MIN. 46OF CONT.
RIDGE VENT ® .125 50. FT. PER FT.
TOTAL HIGH VENTING PROVIDED: 5.15 50.
FT. OF NET FREE AREA.
6. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/
SNITCH ® ACCESS HOLE. PROVIDE IIOV SERVICE
OUTLET ® UNIT. PROVIDE 24" WIDE CATNALK
FROM ACCESS HOLE TO 30" SO. x 30" H16H
CLEAR MAINTENANCE PLATFORM ® UNIT.
NOTE:
ROOF SHEATHING AND ATTIC
GABLE END WALLS SHALL BE "TECH
SHIELD" RADIANT -BARRIER OR EO.
TOIICG t31 /1IVIAIG
TRUSSES. WHERE MULTIPLE STUDS ARZ-
REQUIRED, FACE NAIL STUDS T06ETHER
w/ Ibd SINKERS ® b" O.G., TVP.
3' C516 STRAP ® BM. TO BM.
NON -LOAD BEARING WALL
TOP PLATE CONNECTIONS
N
CONT. 0516 STRAP NAILED
o/ ROOF PLY. INTO 2x4 FLAT
2 BLK6. w/ 5d'5 ® 4" O.G.
A3515 ® 4'-0" O.G.
A35'5 ® 4'-0" O.G.,
V LONG 0516 STRAPS
UPPER TOP PL. SPLICES
FOR CODE_ CQjpLiANCF
DEC
0.tl ,22�
PERMIT # :
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR TRE AND ASSOCI.47,E'S^
rnnnr- r.nMPLIANCE
ROOF PLAN V8a = 11.0.
I T� SII 1 �I r;
Revloon:
Date:
By:
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* No. C
283
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REN
7/17
GOOD
IQ45
Dale OCTOBER 2016
Scale
Dm` LH
Job I6-2208
Sheet
'..
:2
Of FIVE
Sheets
H
17
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18" MIN. 18" MIN. P.T. SILL W/Y2 It DIA. x 12" A.B. ® 6'
O.G. AND 12" MAX. FROM ENDS W/ P.T. SILL W/Yz " DIA. x 12" a.b. a 6' O.G.
3"x3"x.229" PLATE WASHERS, TYP. AND 12" MAX. FROM ENDS W/
P.T. SILL W/Ys " DIA. x a 0. . AN x 6" 5"x3"x.229" PLATE WASHERS, TYP.
WALL TOP "SIMPSON" TITEN BOLT ®6' O.G. AND 12" MAX. LINE OF STEMWALL
PLATE FROM ENDS W/ 5"x3"x.229" PLATE WA5HER5, TYP. BEYOND
Z GONG. SiLAB, SEE
TYPICAL f GONG. SLAB, SEE
GONG. SLAB, SEE Sa FELT EASED EDGE = FOUNDATION PLAN Z FOUNDATION PLAN
GIRDER TRU55 FOUNDATION PLAN STRIP - #4 a 4'-0"
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i 4" GONG. SLAB I I
i
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a 2'-6" O.G., I p
L THIS SW
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LAPPED 6" MIN) o/ 4" BASE—
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yz" DIA. a.b.'S a FOUND ATI ON NOTES:
1'-O" O.G., THIS SW I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE
SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN
6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2015 GRG SECTION R401.5
>_ 2. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL.
FOUNDATION PLAN
TE COUNTY DEVELOPMENT S1
REVIEWED FOR
CODE COMPLIANCE
FOR COREVIEWED
DE CO PL
DEC p 1 Vin-
TRB AND ASRnrt,
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ELECTRICAL SYMBOLS
VENTILATION REQUIREMENTS
I. KITCHEN VENTILATION:
A. THE KITCHEN SHALL HAVE AN EXHAUST FAN
W A MIN. VENTILATION RATE OF 100 CFM.
B. THE NOISE RATING SHALL BE 5 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
K/ A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM
RUN w/ (2) ELBOWS OR FITTI1465).
2. BATHROOM VENTILATION:
A. EACH BATHROOM SHALL HAVE AN EXHAUST
FAN w/ A MIN. VENTILATION RATE OF 50 CFM.
B. THE NOISE RATING SHALL BE 5 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
w/ A MINIMUM 4"4) SMOOTH DUCT (75' MAXIMUM
RUN w/ (2) ELBOWS OR FITTIN65).
D. BATHROOM EXHAUST FANS MUST BE
CONTROLLED BY A HUMIDI5TAT CONTROL
CAPABLE OF ADJUSTMENT BETWEEN A
RELATIVE HUMIDITY RANGE OF 50 TO 80%.
2015 06550 SECTION 4.506.
5. WHOLE - BUILDING VENTILATION:
SEE GFIR FOR WHOLE BUILDING VENTILATION
REQUIRED CFM.
ONE BATHROOM FAN SHALL BE '70 CFM. MIN. w/ A
MAXIMUM N015E RATING OF I SONE. THE SWITCH
SHALL BE LABELED "VENTILATION CONTROL."
ELECTRICAL NOTES:
1. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT
FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS
SHALL SERVE NO OTHER OUTLETS.
2. ALL 15 ✓f 20 AMP BRANCH CIRCUITS SUPPLYING
OUTj_ET5 INSTALLED IN BEDROOMS, FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
DENS, SUNROOMS, RECREATION ROOMS, HALLWAYS,
CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED
WITH A COMBINATION ARG -FAULT CIRCUITS
INTERRUPTERS.
5. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE
BRANCH CIRCUITS EVENLY PROPORTIONED IN THE
KIT6HEN, PANTRY, BREAKFAST ROOM, DINING ROOM,
OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR
OUTI-ETS. SUCH CIRCUITS SHALL HAVE NO OTHER
OUTI-ET5.
4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP
RECEPTACLES SHALL BE LISTED TAMPER RESISTANT
RECEPTACLES.
5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS
SHALL BE SECURELY SUPPORTED. A FIXTURE THAT
WEIpH5 MORE THAN bibs OR EXCEEDS 161n. IN ANY
DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW
SHELL OF A LAMP HOLDER PER 2015 GEC SECTION
410,50. (a). OUTLET BOXES SHALL NOT BE USED AS THE
SOLE SUPPORT FOR GEILIN6 FANS PER 2015 SECTION
514.2-T (a $ d).
b. ALL HARDWIRED DETECTORS SHALL BE
I NT15RCONNECTED.
•7. ALL. GARAGE, LAUNDRY ROOM, AND UTILITY ROOM
LIC,HTIN6 SHALL BE HIGH -EFFICACY AND CONTROLLED
BY A VACANCY SENSOR.
8. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE
REOUIREMENT5 SPECIFIED IN 2015 CEO ARTICLE 410.8.
KITCHEN L16HTING
SINGLE POLE SWITCH
-{
CLO. MTD. FIXT.
CEILING FAN w/ LIGHT
$3
THREE WAY SWITCH
-'
FL ORES ENT
HIGH EFFICACY WATTS: OTHER WATTS:
COMPACT FLUOR.
YES
D
DIMMER SWITCH
4' FLUOR. TUBE
LED CLO. MTD. FIXT.
52 1
GEILIN6 FAN NO LIGHT
5' FLUOR. TUBE
YES
DIMMER/5-WAY SWITCH
O
RECESSED GL6. FIXT.
YE5
UNDER CABINET
3
Emil
TOTAL (A): 153 TOTAL (B): 0
COMPLIES IF A >/= B
YES X NO
FLUORESCENT LIGHTING
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RECESSED GLC. FIXT.
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PUCK LIGHT
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RECESSED GLC. FIXT.
C
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MINI RECESSED GL6. FIXT.
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PHONE OUTLET
SCONCE FIXTURE
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ALARM W BATTERY
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No. C
283
ATF
REN
7/17
BACKUP
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MINI SCONCE FIXTURE
A
VP
SUITABLE FOR DAMP
1x45
Dale OCTOBER 2016
LOCATION
\n
MOTION -ACTIVATED _
SECURITY LIGHT
6FI
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AUTOMATIC GARAGE
DOOR OPENER LISTED IN
LH
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FUEL GAS OUTLET
YY
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ACCORDANCE w/ UL 525,
:4
w/ 6FI OUTLET
FIVE
I.
ALL LIGHTING FIXTURES SHALL BE A55UMED INCANDE5CEN7 U.O.N.
AS LED OR FLUORESCENT.
2.
ALL EXTERIOR LIGHTING
FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS"
ELEC. 5U5 -PANEL. SEE CALOREEN RESIDENTIAL MANDATORY
MEASURES, 4.106.4.1 FOR ELECTRIC VEHICLE CHAR61N6 REO'S. PROVIDE
SEPARATE 6ROUNDIN6 WIRE FROM EACH PANEL TO ELEG. MAIN
VENTILATION REQUIREMENTS
I. KITCHEN VENTILATION:
A. THE KITCHEN SHALL HAVE AN EXHAUST FAN
W A MIN. VENTILATION RATE OF 100 CFM.
B. THE NOISE RATING SHALL BE 5 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
K/ A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM
RUN w/ (2) ELBOWS OR FITTI1465).
2. BATHROOM VENTILATION:
A. EACH BATHROOM SHALL HAVE AN EXHAUST
FAN w/ A MIN. VENTILATION RATE OF 50 CFM.
B. THE NOISE RATING SHALL BE 5 SONE
MAXIMUM.
G. THE FAN SHALL BE DUCTED TO THE OUTSIDE
w/ A MINIMUM 4"4) SMOOTH DUCT (75' MAXIMUM
RUN w/ (2) ELBOWS OR FITTIN65).
D. BATHROOM EXHAUST FANS MUST BE
CONTROLLED BY A HUMIDI5TAT CONTROL
CAPABLE OF ADJUSTMENT BETWEEN A
RELATIVE HUMIDITY RANGE OF 50 TO 80%.
2015 06550 SECTION 4.506.
5. WHOLE - BUILDING VENTILATION:
SEE GFIR FOR WHOLE BUILDING VENTILATION
REQUIRED CFM.
ONE BATHROOM FAN SHALL BE '70 CFM. MIN. w/ A
MAXIMUM N015E RATING OF I SONE. THE SWITCH
SHALL BE LABELED "VENTILATION CONTROL."
ELECTRICAL NOTES:
1. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT
FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS
SHALL SERVE NO OTHER OUTLETS.
2. ALL 15 ✓f 20 AMP BRANCH CIRCUITS SUPPLYING
OUTj_ET5 INSTALLED IN BEDROOMS, FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
DENS, SUNROOMS, RECREATION ROOMS, HALLWAYS,
CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED
WITH A COMBINATION ARG -FAULT CIRCUITS
INTERRUPTERS.
5. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE
BRANCH CIRCUITS EVENLY PROPORTIONED IN THE
KIT6HEN, PANTRY, BREAKFAST ROOM, DINING ROOM,
OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR
OUTI-ETS. SUCH CIRCUITS SHALL HAVE NO OTHER
OUTI-ET5.
4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP
RECEPTACLES SHALL BE LISTED TAMPER RESISTANT
RECEPTACLES.
5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS
SHALL BE SECURELY SUPPORTED. A FIXTURE THAT
WEIpH5 MORE THAN bibs OR EXCEEDS 161n. IN ANY
DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW
SHELL OF A LAMP HOLDER PER 2015 GEC SECTION
410,50. (a). OUTLET BOXES SHALL NOT BE USED AS THE
SOLE SUPPORT FOR GEILIN6 FANS PER 2015 SECTION
514.2-T (a $ d).
b. ALL HARDWIRED DETECTORS SHALL BE
I NT15RCONNECTED.
•7. ALL. GARAGE, LAUNDRY ROOM, AND UTILITY ROOM
LIC,HTIN6 SHALL BE HIGH -EFFICACY AND CONTROLLED
BY A VACANCY SENSOR.
8. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE
REOUIREMENT5 SPECIFIED IN 2015 CEO ARTICLE 410.8.
KITCHEN L16HTING
SCHEDULE:
By:
q B
LUMINAIRE TYPE:
HIGH EFFICACY:
WATTS: QUANTITY:
HIGH EFFICACY WATTS: OTHER WATTS:
COMPACT FLUOR.
YES
26 4
104
4' FLUOR. TUBE
YES
52 1
R
5' FLUOR. TUBE
YES
25 0
O
2' FLUOR. TUBE
YE5
Ii I
Emil
TOTAL (A): 153 TOTAL (B): 0
COMPLIES IF A >/= B
YES X NO
M
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BATH 2 I
BEDROOM 2 1 C
OO i L'DRY
2 O V.
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HALL
� PANTRY
BEDROOM 3 /
I
I
WH
NOTE: PROVIDE LIGHT �
8 110 VOLT OUTLET AT
ATTIC MTD. F.A.U. i F.A.U.
VERIFY 6 ri—LI I \ I
LOCATION I \ I
6FI I \ I
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200 AMP., �
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MAIN
6171 6FI
(� I I
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LJ LIJ
NOTE: /
6ARA&E RECEPTACLES /
TO BE +18" MIN. A.F.F.
'
NOOK WOOD
STOVE
DINING I
ROOM I
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6F I
ENTRY
'6FI
COVR'D PORCH
Lj
COVR'D
PATIO - -
6FI
LIVING
OOM
MASTER
BEDROOM
ELECTRICAL PLAN 1/4" = 1'
T _-
MSTR.
BATH
6FI
PERMITs_Dl6__2 Z2 L ____.. ___
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE P -5-N". __ ...-BY�
REVIEWED
FOR CODE CpMPLIgNCF
TRE AND ASsOCIArES
ReNsla":
Dale:
By:
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No. C
283
ATF
REN
7/17
O�
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GOOD
1x45
Dale OCTOBER 2016
LH
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sneet
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SECTION R327.3
STANDARDS OF QUALITY
R327.3.1 General. Building material, systems, assemblies and methods of construction used in this chapter shall be in accordance with Section R327.3.
R327.3.2 Qualification by testing. Material and material assemblies tested in accordance with the requirements of Sgction 703A shall be accepted foruse when the
results and conditions of those tests are met. Product evaluation testing of material and material assemblies shall be approved or listed by the State Fire Marshal, or
identified in a current report issued by an approved agency.
R327.3.3 Approved agency. Product evaluation testing shall be performed by an approved agency as defined in Section 1702. The scope of accreditation for the
approved agency shall include building product compliance with code.
R327.3.4 Labeling. Material and material assemblies tested In accordance with the requirements of section R327.3 shall bear an identification label showing the fire test
results. That identification label shall be issued by a testing and/or inspecting agency approved by the State Fire MarshA
1. Identification mark of the approved testing and/or inspecting agency.
2. Contact and identification information of the manufacturer.
3. Model number or identification of the product or material.
4. Pre-test weathering specified in this chapter.
5. Compliance standard as described under Section R327.3.7.
R327.3.5 Weathering and surface treatment protection.
R327.3.5.1 General. Material and material assemblies tested in accordance with the requirements of Section 703A shell maintain their fire test performance under
conditions of use when installed in accordance with the manufacturers instructions.
R327.3.5.2 Weathering. Fire -retardant -treated wood and fire -retardant -treated wood shingles and shakes shall meet the fire test performance requirements of this
chapter after being subjected to the weathering conditions contained in the following standards, as applicable to the mAterials and the conditions of use.
R327.3.5.2.1 Fire -retardant -treated wood. Fire -retardant -treated wood shall be tested in accordance with ASTM D 2698, "Standard Practice for Accelerated
Weathering of Fire -Retardant Treated Wood for Fire Testing (Method A)" and the requirements of Section 2303.2.
R327.3.5.2.2 Fire -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes shall be approved and listed by the State Fire
Marshal in accordance with Section 208(c), Title 19 California Code of Regulations.
R327.3.5.3 Surface treatment protection. The use of paints, coatings, stains, or other surface treatments are not an Approved method of protection as required in this
section.
modify the provisions ha terfor
R327.3.6 Alternates for materials, design, tests and methods of construction. The enforcing agency is permitted to ty p c p
site-specific conditions in accordance with Section 1.11.2.4. When required by the enforcing agency for the purposes Pf granting modifications, a fire protection
Ian shall
be submitted in accordance with the California Fire Code Chapter 49.
R327.3.7 Standards of quality. The State Fire Marshal standards for exterior wildfire exposure protection listed below and as referenced in this chapter are located in
the California Referenced Standards Code, Part 12 and Chapter 35 of this code.
SFM Standard 12-7A-1, Exterior Wall Siding and Sheathing. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 10 minutes
duration.
SFM Standard 12-7A-2, Exterior Windows. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 8 minutes duration.
SFM Standard 12-7A3, Horizontal Projection Underside A fire resistance test standard consisting of a 300 kW intensity direct flame exposure for a 10 minute duration.
SFM Standard 12-7A-4, Decking. A two-part test consisting of a heat release rate (Part A) deck assembly combustion test with an under deck exposure of 80kW
intensity direct flame for a 3 minute duration, and a (Part B) sustained deck assembly combustion test consisting of a deck upper surface burning ember exposure with a
12 mph wind for 40 minutes using a 2.2 Ib (1 kg) burning"Class A" size 12" x 12" x 2.25" (300 mm x 300 mm x 57 mm) roof test brand.
SFM Standard 12 -7A -4A, Decking Alternate Method A. A heat release rate deck assembly combustion test with an under deck exposure of 80 kW intensity direct flame
for a 3 minute duration.
SFM Standard 12-7A-5, Ignition -Resistant Material. A generic building material surface burning flame spread test standard consisting of an extended 30 minute ASTM
E84 or UL 723 test method as is used for Fire -Retardant -Treated wood.
SECTION R327.4
IGNITION RESISTANT CONSTRUCTION
R327.4.1 General. The materials prescribed herein for ignition resistance shall conform to the requirements of this chapter.
R327.4.2 Ignition -resistant material. Ignition -resistant material shall be determined in accordance with the test procedures set forth in SFM Standard 12-7A-5
"Ignition -Resistant Material" or in accordance with this section.
R327.4.3 Alternative methods for determining Ignition -resistant material. Any one of the following shall be accepted as meeting the definition of ignition -resistant
material:
1. Noncombustible material. Material that complies with the definition for noncombustible materials in Section 202
2. Fire -retardant -treated wood. Fire -retardant -treated wood identified for exterior use that complies with the requirements of Section 2303.2 of the California Building
Code.
3. Fire -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes, as defined in Section 1505.6 of the California Building Code
and listed by State Fire Marshal for use as "Class B" roof covering, shall be accepted as an Ignition -resistant wall covering material when installed over solid
sheathing.
SECTION R327.5
ROOFING
R327.5.1 General. Roofs shall comply with the requirements of Sections R327 and R902. Roofs shall have a roofing Assembly installed in accordance with its listing and
the manufacturer's installation instructions.
R327.5.2 Roof coverings. Where the roof profile allows a space between the roof covering and roof decking, the spaces shall be constructed to prevent the intrusion of
flames and embers, be firestopped with approved materials or have one layer of minimum 72 pound (32.4 kg) mineral -surfaced nonperforated cap sheet complying with
ASTM D 3909 installed over the combustible decking.
R327.5.3 Roof valleys. Where valley flashing is installed, the flashing shall be not less than 0.019 -inch (0.48 mm) No. 26 gage galvanized sheet corrosion -resistant
complying with ASTM D 3909 at least 36 -inch -wide
e minimum72-pound32 4 k mineral -surfaced non erforated ca sheet,
metal installed over not less than on layer of min u ( g) p p
(914mm) running the full length of the valley.
R327.5.4 Roof gutters. Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter.
SECTION R327.6
VENTS
R327.6.1 General. Where provided, ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaces formed where ceilings are applied
directly to the underside of roof rafters, and underfloor ventilation shall be in accordance with Section 1203 of the California Building Code and Sections R327.6.1 through
R327.6.3 of this section to resist building ignition from the intrusion of burning embers and flame through the ventilation opening.
R327.6.2 Requirements. Ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaceg 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 meetthe following
requirements:
1. The dimensions of the openings therein shall be a minimum of 1/16 inch (1.6 mm) and shall not exceed 1/8 inch (6.2 mm).
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.
3. The materials used shall be corrosion resistant.
R327.6.3 Ventilation openings on the underside of eaves and cornices. Vents shall not be installed on the underside of eaves and cornices.
Exceptions:
1. The enforcing agency may accept or approve special eave and cornice vents that resist the intrusion of flame and burning embers.
2. Vents complying with the requirements of Section R327.6.2 may be installed on the underside of eaves and cornices in accordance with either one of the following
conditions:
2.17he attic space being ventilated is fully protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 of the California Building
Code or,
2.2.The exterior wall covering and exposed underside of the eave are of noncombustible material, or ignition -resistant -materials as determined in accordance with
SFM Standard 12-7A-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.
SECTION R327.7
EXTERIOR COVERING
R327.7.1 Scope. The provisions of this section shall govern the materials and construction methods used to resist building Ignition and/or safeguard against the intrusion
of flames resulting from small ember and short-term direct flame contact exposure.
R327.7.2 General. The following exterior covering materials and/or assemblies shall comply with this section:
1. Exterior wall covering material.
2. Exterior wall assembly.
3. Exterior exposed underside of roof eave overhangs,
4. Exterior exposed underside of roof eave soffits.
5. Exposed underside of exterior porch ceilings.
6. Exterior exposed underside of floor projections.
7. Exterior underfloor areas.
Exceptions:
1.1.Exterior wall architectural trim, embellishments, fascias and gutters.
1.2.Roof or wall top cornice projections and similar assemblies.
1.3.Roof assembly projections over gable end walls.
1.4.Solid wood rafter tails and solid wood blockinginstalled e
rn t ed b tween rafters having minimum dimension 2 inch (50.8 mm) nominal.
1.5.Deck walking surfaces shall comply with Section R327.9 onIy.
.
R327.7.3 Exterior walls. The exterior wall covering or wall assembly shall comply with one of the following requirements:
1. Noncombustible material.
2. Ignition -Resistant material.
3. Heavy timber exterior wall assembly.
4. Log wall construction assembly.
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 SFM
Standard 12-7A-1.
Exception: Any of the following shall be deemed to meet the assembly performance criteria and intent of this section:
1.1.0ne layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering or cladding on the exterior side of the framing.
1.2.The exterior portion of a 1 -hour fire resistive exterior wall s
p assembly designed for exterior fire exposure including assemblies using the gypsum panel and
sheathing products listed in the Gypsum Association Fire Resistance Design Manual.
R327.7.3.1 Extent of exteriorwall 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.
R327.7.4 Open roof eaves. The exposed roof deck on the underside of unenclosed roof eaves shall consist of one of the following:
1. Noncombustible material.
2. Ignition -Resistant material.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside exterior of the roof deck.
4. The exterior portion of a 1 -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.
Exceptions: The following materials do not require protection:
1.1. Solid wood rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8 mm).
1.2. Solid wood blocking installed between rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8mm).
1.3. Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails.
1.4.Fascia and other architectural trim boards.
R327.7.5 Enclosed roof eaves and roof eave soffits. The exposed underside of enclosed roof eaves having either a boxed -in roof eave 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:
1. Noncombustible material.
2. Ignition -Resistant material.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the rafter tails or soffit.
4. The exterior portion of a 1 -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.
5. Boxed -in roof eave soffit assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set forth in SFM
Standard 12-7A-3.
Exceptions: The following materials do not require protection:
1 A.Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the raftertails.
1.2.Fascia and other architectural trim boards.
R327.7.6 Exterior porch ceilings. The exposed underside of exterior porch ceilings shall be protected by one of the following:
1. Noncombustible material.
2. Ignition -Resistant material.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering on the underside of the ceiling.
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. Porch ceiling assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3.
Exception: Architectural trim boards.
R327.7.7 Floor projections. The exposed underside of a cantilevered floor projection where a floor assembly extends over an exterior wall shall be protected by one of
the following:
1. Noncombustible material.
2. Ignition -Resistant material.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection.
4. The exterior portion of a 1 -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.
5. The underside of a floor projection assembly that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3.
Exception: Architectural trim boards.
R327.7.8 Underfloor protection. The underfloor area of elevated or overhanging buildings shall be enclosed to grade in accordance with the requirements ofthis
chapter or the underside of the exposed underfloor shall consist of one of the following:
1. Noncombustible material.
2. Ignition -Resistant material.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection.
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. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3.
Exception: Heavy -timber structural columns and beams do not require protection.
R327.7.8 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:
1. Noncombustible material.
2. Ignition -Resistant material.
3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection.
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. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3.
Excention: Heavv-timber structural columns and beams do not require orotection.
SECTION 327.8
EXTERIOR WINDOWS AND DOORS
R327.8.1 General
R327.8.2 Exterior glazing. The following exterior glazing materials and/or assemblies shall comply with this section:
1. Exterior window.
2. Exterior glazed doors.
3. Glazed openings within exterior doors.
4. Glazed openings within exterior garage door.
5. Exterior structural glass veneer.
R327.8.2.1 Exterior windows And exterior glazed door assembly requirements. Exterior windows and exterior glazed door assemblies shall comply with one ofthe
following requirements:
1. Be constructed of multiple glazing with a minimum of one tempered pane meeting the requirements of Section 2406 Safety Glazing, or
2. Be constructed of glass block units, or
3. Have a fire -resistance rating of not less than 20 minutes when tested according to NFPA 257, or
4. Be tested to meet the performance requirements of SFM Standard 12-7A-2.
R327.8.2.2 Structural glass veheer. The wall assembly behind structural glass veneer shall comply with section R327.7.3.
R327.8.3 Exterior doors. Exterior doors shall comply with one of the following:
1. The exterior surface or cladding shall be of noncombustible or Ignition resistant material, or
2. Shall be constructed of solid core wood that comply with the following requirements:
2.1.Stiles and rails shall not be less than 13/8 inches thick
2.2.Raised panel shall not be less than 1 1/4 inches thick, except for the exterior perimeter of the raised panel that may taper to a tongue not less than 3/8 inch
thick.
3. Shall have a fire -resistance rating of not less than 20 minutes when tested according to NFPA 252.
4. Shall be tested to meet th@ performance requirements of SFM Standard 12-7A-1.
R327.8.3.1 Exterior doorlaza
g ng. Glazing in exterior doors shall comply with Section 7086.2.1.
SECTION R327.9
DECKING
R327.9.1 General. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of this section.
R327.9.2 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.
R327.9.3 Decking surfaces. The walking surface material of decks, porches, balconies and stairs shall be constructed with one of the following materials:
1. Ignition -resistant material that complies with the performance requirement of both SFM Standard 12-7A-4 and SFM Standard 12-7A-5.
2. Exterior fire retardant treated wood.
3. Noncombustible material.
4. Any material that complies with the performance requirements of SFM Standard 12 -7A -4A when attached exterior wall covering is also either noncombustible or
ignition -resistant material.
Exception: Wall material may be of any material that otherwise complies with this chapter when the decking surface material complies with the performance
requirement ASTM E 84 with a Class B flame spread rating.
SECTION R327.10
ACCESSORY STRUCTURES
R327.10.1 General. Accessory and miscellaneous structures, other than buildings covered by Section 701A.3, which pose a significant exterior exposure hazard to
applicable buildings during wildfires shall be constructed to conform to the ignition resistance requirements of this section.
R327.10.2 Applicability. The provisions of this section shall apply to trellises, arbors, patio covers, carports, gazebos, and similar structures of an accessory or
miscellaneous character.
Exceptions:
1. Decks shall comply with the requirements of Section 709A.
2. Awnings and canopies shgli comply with the requirements of Section 3105.
R327.10.3 Where required. Acbessory structures shall comply with the requirements of this section.
R327.10.3.1 Attached accessory structures shall comply with the requirements of this section.
R327.10.3.2 When required by the enforcing agency, detached accessory structures within 50 feet of an applicable building shall comply with the requirements of this
section.
R327.10.4. Requirements. When required by the enforcing agency accessory structures shall be constructed of noncombustible or ignition -resistant materials.
PERMIT# -i
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
PATF-i -SA - - Bye 4
REVIEWED
FOR CODE COIMPLIANCE
TRIS AND ASSOCIATES
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TITLE 24 MANDATORY MEA5URE5
BUILDING ENVELOPE MEASURES
I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR LEAKAGE.
2. FENESTRATION PRODUCTS (EXCEPT FIELD -FABRICATED WINDOWS) SHALL HAVE A LABEL LISTING THE CERTIFIED U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SH6G), AND
INFILTRATION THAT MEETS THE REQUIREMENTS OF §I0-111(0).
3. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED; ALL JOINTS AND PENETRAYIONS CAULKED AND SEALED.
4. INSULATION SPECIFIED OR INSTALLED SHALL MEET STANDARDS FOR INSULATING MATERIAL. INDICATE TYPE AND INCLUDE ON GF -6R FORM.
5. THE THERMAL EMITTANGE AND SOLAR REFLECTANCE VALUES OF THE COOL ROOFING MATEFZIAL MEETS THE REQUIREMENTS OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF 15
SPECIFIED ON THE GF -IR FORM
6. A RADIANT BARRIER SHALL HAVE AN EMITTANCE OF 0.05 OR LE55 WHEN THE INSTALLATION OF A RADIANT BARRIER 15 SPECIFIED ON THE GFIR.
1. L005E FILL INSULATION SHALL CONFORM WITH MANUFACTURER'S INSTALLED DESIGN LABELiP R -VALUE
I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A CLOSABLE METAL OR GLASS DPOR COVERING THE ENTIRE OPENING OF THE FIREBOX.
2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH 15 AT LEAST SIX SQUARE INCHES IN AREA AND 15 EQUIPPED w/ A READILY ACCESSIBLE,
OPERABLE, AND T16HT-FITTING DAMPER AND OR A COMBUSTION -AIR CONTROL DEVICE.
3. MASONRY OR FACTORY -BUILT FIREPLACES HAVE A FLUE DAMPER WITH A READILY AGCE5§I5LE CONTROL.
4. 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.
I. HVAC EQUIPMENT, WATER HEATERS, 5HOWERHEAD5, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION.
2. WATER HEATER RECIRCULATION LOOPS SERVING MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION
REQUIREMENTS.
3. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL GAS: FAN -TYPE GENYRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES "/OUT AN ELECTRICAL SUPPLY
VOLTAGE CONNECTION w/ PILOT LIGHTS THAT CONSUME LE55 THAN 150 Btu/hr ARE EXEMPT) AND POOL AND SPA HEATERS.
4. HEATING AND/OR COOLING LOADS SHALL BE CALCULATED IN ACCORDANCE w/ ASHRAE, 5MAGNA OR ALGA.
5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDENSING UNITS SHALL HAVE A CLEARANCE OF AT LEAST 5' FROM THE OUTLET OF ANY DRYER VENT.
6. HEATING SYSTEMS SHALL BE EQUIPPED w/ THERMOSTATS THAT MEET THE SETBACK REQUIRV.MENT5 OF SECTION 110.2(0).
7. STORAGE GAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAPPED W/ INSULATION HAVING AN
INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER.
6. UNFIRED HOT WATER TANKS, SUCH AS STORAGE TANKS AND BACKUP STORAGE TANKS FOR SOLAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL
INSULATION R -VALUE 15 INDICATED ON THE EXTERIOR OF THE TANK.
WITH A NOMINAL DIAMETER OF " OR LARGER ALL PIPING ASSOCIATED w/ A DOMESTIC HOT
4. FIRST 5 FT. OF HOT AND GOLD WATER PIPES CLOSEST TO WATER HEATER TANK, ALL PIPING � .
WATER RECIRCULATION SYSTEM REGARDLESS OF THE PIPE DIAMETER, PIPING FROM THE HEATING SOURCE TO STORAGE TANKS, PIPING BURIED BELOW GRADE, AND ALL HOT WATER PIPES
FROM, THE HEATING SOURCE TO KITCHEN FIXTURES MUST BE INSULATED ACCORDING TO THE REQUIREMENTS TABLE 120.3-A.
ALLOWS 10. ALL DOMESTIC HOT WATER PIPES THAT ARE BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NON -CRUSHABLE CASING OR SLEEVE THAT A LL FOR INSTALLATION,
REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION.
II. PIPE FOR COOLING SYSTEM LINES SHALL BE INSULATED A5 SPECIFIED IN §150.0(J)2A. PIPING INSULATION FOR STEAM AND HYDRONIG HEATING SYSTEMS OR HOT WATER SYSTEMS WITH
PRESSURE >I5 psig SHALL MEET THE REQUIREMENTS IN TABLE 120.3-A.
12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND.
13. INSULATION EXPOSED TO WEATHER SHALL EITHER BE RATED FOR OUTDOOR USE OR IN5TALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE.
14. INSULATION FOR CHILLED WATER PIPING AND REFRIGERANT SUCTION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE ENCLOSED ENTIRELY IN CONDITIONED SPACE.
15. SYSTEMS U51NO GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRICAL RECEPTACLE WITHIN 3' OF THE WATER HEATER; A
CATEGORY III OR IV VENT, OR A TYPE B VENT WITH A STRAIGHT PIPE BETWEEN THE OUT510r TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; A CONDENSATE DRAIN
THAT IS NOT MORE THAT 2" HIGHER THAT THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND A GAS SUPPLY LINE WITH A
CAPACITY OF AT LEAST 200,000 STUMR.
16. RECIRCULATING LOOPS SERVING MULTIPLE DWELLING UNITS SHALL MEET THE REQUIREMENTS OF §110.3(c)5
1-1. SOLAR WATER -HEATING SYSTEMS AND COLLECTORS SHALL BE CERTIFIED AND RATED BY THE SOLAR RATINGS AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED
BY THE EXECUTIVE DIRECTOR.
DUCTS AND FAN MEASURES:
I. ALL AIR-D15TRIBUTION SYSTEM DUCTS AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENTS OF GMG SECTIONS 601, 602, 603, 604, 605 AND
AN51/5MAGNA-006-2006 HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 3rd ADDITION. SUPPLY -AIR AND RETURN -AIR DUCTS AND PLENUMS ARE INSULATED TO A MINIMUM
INSTALLED LEVEL OF R-6.0 OR ENCLOSED ENTIRELY IN CONDITIONED SPACE AS GONFIRMEP THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING. CONNECTIONS OF METALS DUCTS
AND INNER CORE OF FLEXIBLE DUCTS ARE MECHANICALLY FASTENED. OPENINGS SHALL BE! SEALED w/ MASTIC, TAPE OR OTHER DUCT -CLOSURE SYSTEM THAT MEETS THE APPLICABLE
REQUIREMENTS OF UL -161, UL I&A, OR UL 1615 OR AEROSOL SEALANT THAT MEETS THE REQUIREMENTS OF UL i23. IF MASTIC OR TAPE 15 USED TO SEAL OPENINGS GREATER THAN Y4 INCH,
THE COMBINATION OF MASTIC AND EITHER MESH OR TAPE SHALL BE USED.
2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR a ON5TRUCTED w/ MATERIALS OTHER THAN SEALED SHEET METAL, DUCT BOARD OR FLEXIBLE DUCT
SHALL NOT BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND 5UPPORT PLATFORMS MAY CONTAIN DUCTS. DUCTS INSTALLED IN CAVITIES AND SUPPORT PLATFORMS
SHALL NOT BE COMPRESSED TO CAUSE REDUCTIONS IN THE CR055-5ECTIONAL AREA OF TME DUCTS.
3. FACTOR FABRICATED DUCT SYSTEMS SHALL COMPLY w/ SPECIFIED FOR DUCT CONSTRUCTION, AND GLO5URE5; JOINTS AND SEAMS OF DUCT SYSTEMS AND THEIR COMPONENTS SHALL NOT
BE SEALED w/ CLOTH BACK RUBBER ADHESIVE DUCT TAPES UNLESS SUCH TAPE 15 USED IN COMBINATION w/ MASTIC AND DRAW BONDS.
4. FIELD FABRICATED DUCT SYSTEMS SHALL COMPLY w/ REQUIREMENTS FOR DUCT CONSTRUCTION, CONNECTIONS, AND CLOSURES, AND OTHER REQUIREMENTS SPECIFIED FOR DUCT
CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING.
5. ALL FAN SYSTEMS THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUTSIDE SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS.
6. GRAVITY VENTILATING SYSTEMS SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND
OUTLET AIR OPENINGS AND ELEVATOR SHAFT VENTS.
1. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOI5YURE, EQUIPMENT MAINTENANCE, AND WIND, BUT NOT LIMITED TO THE FOLLOWING; INSULATION
EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT 15 WATER
RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRAdATION OF THE MATERIAL.
e,. FLEXIBLE DUCTS CANNOT HAVE POROUS INNER GORES.
cl. WHEN SPACE CONDITIONING SYSTEMS USE FORGED AIR SYSTEMS TO SUPPLY CONDITIONED AIR TO AN OCCUPIABLE SPACE, THE DUCTS SHALL BE SEALED AND DUCT LEAKAGE TESTED, AS
CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITI
REFERENCE RE51PENTIAL APPENDIX RA3.
10. MECHANICAL SYSTEMS THAT SUPPLY AIR TO AN OCCUPIABLE SPACE THROUGH DUCTWORK VXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT
QUIREMENT5 OF 150.0 12.
EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THE RE § (rn)
11. SPACE CONDITIONING SYSTEMS THAT UTILIZE FORGED AIR DUCTS TO SUPPLY COOLING TO AN OCCUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC PRESSURE PROBE
(HSPP), OR A PERMANENTLY INSTALLED STATIC PRESSURE PROBE (PSPP) IN THE SUPPLY PLi=NUM. THE SPACE CONDITIONING SYSTEM MUST ALSO DEMONSTRATE AIRFLOW <_ 0.56 W/GFM AS
CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX R6,3.
12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLING SYSTEMS SHALL BE CAPABLE OF {IMULTANEOI.SLY DELIVERING, IN EVERY ZONAL CONTROL MODE, AND AIRFLOW FROM THE
DWELLING, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DWELLING, OF 5 350 CFM P'ER TON OF NOMINAL COOLING CAPACITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN
EFFICACY OF 50.56 N/GFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TE5TIN6, IN ACCORDANCE WITH REFERENCE APPENDIX RA3.
13. ALL DWELLING UNITS SHALL MEET THE REQUIREMENTS OF A5HRAE STANDARD 622. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR
HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SY5TEM5 ARE PERMISSIBLE ME=THOD OF PROVIDING THE WHOLE BUILDING VENTILATION.
14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3.YAH
RESIDENTIAL LIGHTING MEASURES:
I. INSTALLED LUMINARIES SHALL BE CLASSIFIED AS 1161-EFFIGAGY OR LOW -EFFICACY FOR COMPLIANCE WITH §150.0() IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.05, AS
APPLICABLE.
2. WHEN A HIGH EFFICACY AND LOW EFFICACY LIGHTING SYSTEM ARE COMBINED IN A SINGLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF
§150.01
3. THE WATTAGE AND CLASSIFICATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §130.0(c). IN RESIDENTIAL KITCHENS,
THE WATTAGE OF ELECTRICAL BOXES FINISHED w/ A BLANK COVER OR WHERE NO ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, AND WHERE THE ELECTRICAL BOX CAN BE USED FOR A
LUMINAIRE OR A SURFACE MOUNTED CEILING FAN, SHALL BE CALCULATED A5 160 WATT5 OR LOW EFFICACY LI0HTIN6 PER ELECTRICAL BOX.
4. BALLASTS FOR FLUORESCENT LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz.
5. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR. EXHAUST FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATTS OF POWER PER
LUMINAIRE OR EXHAUST FAN AS DETERMINED IN ACCORDANCE w/ §130.0(c). NIGHT LIGHTS 170 NOT NEED TO BE CONTROLLED BY VACANCY SENSORS.
6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENT5 OF §I50.0(k)
1. HIGH EFFICACY LUMINIAIRE5 MUST BE SWITCHED SEPARATELY FROM LOW EFFICACY LUMINAIRES.
6. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS.
cl. LUMINAIRES SHALL BE SWITCHED w/ READILY ACCESSIBLE CONTROLS THAT PERMIT THE LIMINAIRE5 TO BE MANUALLY SWITCHED ON AND OFF.
10. NO CONTROL SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY w/ §150.0(1).
If. LIGHTING CONTROLS COMPLY w/ APPLICABLE REQUIREMENTS OF §110A.
12. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENTS IF; IT FUNCTIONS AS A VACANCY SENSOR.
13. A MULTI5CENE PROGRAMMABLE CONTROLLER MAY BE USED w/ DIMMER REQUIREMENTS IF IT PROVIDES THE FUNCTIONALITY OF A DIMMER.
14. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED t-161TING IN KITCHENS SHALL BE HIGH EFFICACY.
15. KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN THE KITCHEN EXGEF'T INTERNAL LIGHTING IN CABINETS THAT ILLUMINATE ONLY THE IN51DE OF CABINETS. LIGHTING IN
AREAS ADJACENT TO THE KITCHEN, INCLUDING BUT NOT LIMITED TO DINING AND NOOK AREA5, ARE CONSIDERED KITCHEN LIGHTING IF THEY ARE NOT SEPARATELY SWITCHED FROM THE
KITCHEN LIGHTING.
16. PERMANENTLY INSTALLED LIGHTING THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATTS OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET.
17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR
CONTROLLED BY VACANCY SENSOR.
16. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS.
lel. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY
LUMINAIRES, OR CONTROLLED BY EITHER DIMMER5 OR VACANCY SENSORS.
20. LUMINAIRES RECESSED INTO INSULATED CEILINGS SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IG) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED
TE5TIN6/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIR -TIGHT WIT AIR LEAKAGE LESS THEN 2.OGFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH
A5TM E263; AND BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING. FOR RECESSED COMPACT FLUORESCENT LUMINAIRES w/ BALLASTS TO QUALIFY AS
HIGH EFFICACY.
21. LUMINAIRES PROVIDING OUTDOOR LIGHTING, INCLUDING LIGHTING FOR PRIVATE PATIOS IN LOW-RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNIT5, ENTRANCES, BALCONIES,
AND PORCHES, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO or-IER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY.
EXCEPTION I: PERMANENTLY INSTALLED OUTDOOR LOW EFFICACY LUMINAIRES SHALL BE AL -LOWED PROVIDED THAT THEY ARE CONTROLLED BY A MANUAL-OWOFF SWITCH, A MOTION
SENSOR NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE MOTION SENSOR, AND ONE OF THE FOLLOWING CONTROLS: A PHOTOCONTROL NOT HAVING AN OVERRIDE OR
BYPASS SWITCH THAT DISABLES THE PHOTOGONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE ASTRONOMICAL TIME CLOCK;
OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON.
EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE SWITCH WHICH BYPASSES THE MOTION SENSING FUNCTION
PROVIDED THAT THE MOTION SENSOR 15 AUTOMATICALLY REACTIVATED WITHIN SIX HOURS.
22. INTERNALLY ILLUMINATED ADDRESS SIGNS SHALL COMPLY WITH SECTION 140.6; OR SHALL FiON5UME NO MORE THAN 5 WATTS OF POWER.
23. LIGHTING FOR PARKING LOTS AND CARPORTS WITH A TOTAL OF 6 OR MORE VEHICLES PEfe 517E SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN SECTIONS 130, 132, 134, AND 141.
LIGHTING FOR PARKING GARAGES FOR 5 OR MORE VEHICLES SHALL COMPLY WITH THE AF'PLICASLE REQUIREMENTS OF SECTIONS 130, 131, 134, AND 146.
24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLING SPACES OF LOW-Rl51= RESIDENTIAL BUILDING WITH 4 OR MORE DWELLING UNITS SHALL BE HIGH EFFICACY LUMINAIRES.
EXCEPTION: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT SEN50R(5) CERTIFIED TO COMPLY WITH
THE APPLICABLE REQUIREMENTS.
SOLAR READY BUILDINGS:
I. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM BU55AR RATING OF 200 Af-iP5.
2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR YHE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC
INSTALLATION. THE RESERVED SPACE SHALL BE: POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, PERMANENTLY MARKED AS
"FOR FUTURE SOLAR ELECTRIC".
71- l T -T .
2013 CALGreen Residential Mandatory Measures
Planning and Design
4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a
larger common plan of development shall manage storm water drainage during construction.
4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage
all surface water flows to keep water from entering building.
Exception: Additions or alterations not altering the drainage path.
4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed racewayto accommodate
a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size I (nominal 1 -inch inside
diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box
or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be
continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall
provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit
installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall
identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway
termination location shall be permanently and visibly marked as "EV CAPABLE".
Energy Efficiency
4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building
shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for
residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by
the 2013 California Energy Code.
Water Efficiency and Conservation
Indoor Use -
4.303.1- Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the
following:
4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush.
4.303.1.2 - Urinals flush volume shall not exceed 0.5 gals per flush.
4.303.1.3.1- Single showerheads shall have a maximum flow rate of not more than 2.0 gpm.
4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets
controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time.
4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.5 gpm. The minimum flow rate shall
not be less than 0.8 gpm.
4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm.
4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle.
4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase
the flow above the maximum rate, but not to exceed 2.2 gpm.
Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction.
4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code.
Outdoor Use -
4.304.1- Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at
the time of final inspection shall comply with the following:
1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to
changes in plant watering needs as weather or soil conditions change.
2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall
have a separate wired or wireless rain sensor which connects or communicates with the controller(s).
Material Conservation and Resource Efficiency
4.406.1- Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at
exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency to prevent passage of rodents.
4.408.1- Construction Waste Reduction of at least 50%- A minimum of 50% of the construction waste generated at
site is diverted to recycle or salvage.
4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in
Section 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction.
4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency,
cY.
which can provide verifiable documentation that diverted construction and demolition waste materials meet the
requirements in Section 4.408.1.
4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition
waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area.
4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of
construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building
area.
4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building
owner or occupant.
Environmentalual
4 ftY
4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove
or pellet stove shall comply with US EPA Phase If emission limits where applicable. Woodstoves, pellet stoves, and
fireplaces shall also comply with applicable local ordinances.
4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and
other related air distribution component openings shall be covered during construction.
4.504.2.1 -Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits.
4.504.2.2- Paints and Coatings - Shall be compliant with VOC limits.
4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic
compounds.
4.504.3 - Carpet Systems -Shall be compliant with VOC limits.
4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC-
emission limits defined in the Collaborative for High Performance Schools (CHIPS) Low -emitting Materials List or to
be certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program.
4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in
interior finish systems shall comply with low formaldehyde emission standards.
4.505.2 - Concrete Slab Foundations -A vapor retarder and capillary break is installed at slab on grade foundations.
4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure.
4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom.
4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized , designed, and equipment selected
using the following methods: 1. Establish heat loss and heat gain values according to ACOA Manual J or equivalent.
2. Size duct systems according to ACOA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment
according to ACCA 36-S (Manual S) or equivalent.
Installed &
Inspection Special Ins Qualifications
P P
702.1- HVAC system installers are trained and certified in the proper Installation of HVAC systems and equipment.
702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the
discipline in which they are inspecting.
703.1- Documentation - Verification of compliance with the code may include construction documents, plans,
specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing
agency which show substantial conformance.
- - ---- IIiT 1 .-�-, 1- II i�
TABLE 4.504.1
AbNESIVE VOC LiMIT"
L4_sll4 Water and Lost Elt2mot Colnraundll'In Ornnina pQr Litor
An: CHITEGTUTIALAPPIJChnOTfS
CU`PAENITVOCVINUT
InJ,)or ciu -t udhcsi ocs
5)
Carpet fad adhesises
51r
Ouldoor carpelt adhe-soV5,,
150
4Voadilr--ri:n adltcsh
1(4'2
R;utlber floor lisihesivvs
+
Suhfloor lglirsiw-
Yr
Ceramic the adhevives
i65
VC'T and as halt tile. allIV sivv_s
2`e7
775
I wN;jll and pancl adhc^dyes
Sn
Coss, tom, ndhk�sKv'
hTu Itiryuri crmslmrtlon ndhesives
70
Structural plI ndhcsiwvs
100
sir ate- lYrtr Amemhra-trlh�aives
250
Othc-r Ddhssicesnot s %c lic^nll • list d
Cctnw1itikarI r --n P 0eln13
915MATTN ApPLMAMONS
C1
C4 .0
(7,
PVC VVId int
5 t0
Cl`VC weld i ff
4+10
ARS tuotJ ing
32-5
Plastic ck: me'nt weldi n
2511
Adbe.,:ive, primer forLIgUC
550
C2rltact adll csi tv
0
hnA
0t
2
StntoWrat x otid Member udllesi*:e
140
76p and trim adhesive
250
SUBSTRATE SPECIFIC APPLICATiONS
<Yi
Nle b] h'smkual
D
_
R is f,am 5
Pla_ u� f
1-10
Porous mmerial (esc lxa ,odj501
420
l4ti'i7ad
indnxtlratms3nten:lnc�ctxttYnJrs-
l*-1lL+t+TlaC S
t3�t
I. if an adl sis a fs used to h-nd di ssi milar substrates my ther. the acttresive
with the highest N`017 Portent shall be allowed,
2. Ryrodd itionalinfomtatierkgardingmLthodstorrra�snmthe '4"r_cnntent
spociti din ibis table. s00ScnnhCoast .Nr- Quail t,ytrianagen(ntDistrict
Rllle 1168.
TABLE 43D4.2
SEALANT VOC LiMrS
t
Lass 4f3atermid Less ExemistCornpounds In Crams IterL.iter
SEALAt1TSa
CIJAPEPITVOC MIT
Archlh aur=al
210
Mat nine deck.'
010
Nc?nmctltbrorlelcx?f
iCr?
Roadvtvuv-
2-7)
Si lc- l v rmfart embrarr
4
Cttlwr
4'4'9
SEALANT P RI?At
tA5
.4it0
A rr_biL%'ctur,Ttl
Nonpx"is
Pnmus
2`e7
775
.
n
A1. dtfikd NlutrtiniDus
5911
hlaHw d»_rl
700
C)tlrer
: 750 �:1
TABLE 4.504.3
't/t7C CONTENT LIMITS FOR ARCRTECTURAL G( ATrNG5$a
Cray ig of = per Lit at Of Cwtilig.
Lim Water and Less E.xompt C mmlimnlds
COATING CATEnopY '
EFF£C11 VE
1/162(6£{2
EFFEcm!E
V112012
Flettooatin s'
Sl
010
14cmf4attratin s
iCr?
Medium density lite rhaani
N:+tlflat-11i fi .1a11r�rstin r
l�3
01.13
5PECULLTY COAT INCE
S
Alomian In rota coating
.4it0
13xvinent5ciltrrCrolinfas
.dtl'J
pilg niftom roof Coatings
Tit auniarAs kicf pr4iners
350
0C
Brand tgeiftri
i$1
Cctnw1itikarI r --n P 0eln13
3,
C1
C4 .0
(7,
Cx-mcrefe,fit it,"rx to alem
:100
~
tl��
Dirbyway
51
� ar
U
Dry f0p ,co3fir i;
110
a rte►/,
Flux finishing,coalln s'
"350
o
� W
F11e tvafstive crating1
350
Ft�or coDtiaas
i4U
Men
reffri-felexw comilvilnds
<Yi
Corti hic arta o --ab n s tsi n; ants
5007
ffifttt tem entrire contin
420
indnxtlratms3nten:lnc�ctxttYnJrs-
2`41
W
Lnw txtiltls ecc^ttin I
t
Mi riedtocementcetat'tas
4:0
Mostic texn.ue eontill 9
Irf)
h, * lli i rttniltr Matin ;c
-SOO
O
tlft lc it» r "ia s
250
lietreatmeatwash ers
420
Pri, rs. seoderx ar11 undercoatets
140
Reactive renetratn sealers
3g{7
ReorcWcoatln-s
250
f -i
Em- fcrtatln ;i
IT
Rao m(A -
Rus, t�reutara'� a s
Am
254
Sh�lla�s :
Clear
Opaque
730
559
Speciallgdraers. sealers andunderoDaters :
31
100
$LlitL`t
2..
° A.
St+ l rat lidants
45)
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Swimming joof ceatin s
340
7 17
Traffi,z mitbrij 0016 ;s
10£1
Trio and tile refinish coatingtf
d3U
MEA5URE5
'V*rale cttin mefmb anei
'2r
Scale
F4s2t?d ct+ati
275 :..
Job
Sheat
Tti ith lirtiners
34n
1. Crams of VOC Nr liter of matlnZ. lneludi na wa ter and fn:Ludi o- exempt
wrnrcamds
2. The specified limits remain ineiTeei uni«s mi sed heti IN ate I stcxl i -n %ihst
quentcolumns in the table.
1 Nhi Des in this table are derived front thow g o illed by the }[aliform a Air
ltescurces Slardl, ,Anhitectural Coatings Suggests Control N*asure.
Tibruary 1, 2005. More inf-(motion h available frntn the Air Re�curocs
Eo.mL
TABLE 4.51045
ropmALf ENYDE LIMITS'
Maximum Form sfdehvde €mie.sions In Phr-h oar Liilficin
PRQDVGT
CURRENT VAiT
Hardwood plywood-venarcore
0.03
I1lrrdwotzd plyvvwd wfmposivvmv
010
t"raeliclehoard
Of"
Medium density lite rhaani
0.11
Thi nmerliumdengt+,fl. h rd"
01.13
1. Values in 1hi% Llhle lie airivd from this a Weci rkd try the California, Mr
: Rean_urceti Board, Air Taxies Control, Mmsu.tc frT Cnmoosite, Wood as
lose -d im a6cordance with AS111 E 1333. For additi.aard info mrt6on, sm
n n
C�rfik7miaCr�,derfle2tnd'�rrf�taxTitl:?!1?,S'aoG_ns 31�01hmugh43120.t2.:
2. Thintrudiumriensity h etnrhis amnximumthiciasmsnf%'nxhf8rnm).
PERMrr #-t 6
BUTTE COUNTy DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATA -L s' BYIIASS
REVIEb"m"ED
FOR CODE COMPLIANCE
DEC n t 2,
TRIS AND ASSOCIATES
NOTA
v ,+ ", • • 5 B tt P e,. y
v
THE PROJECT M>ANACER OR GENERAL CONT ACTOR
HILL Br THE RESPONSIBLE PERSON TO G®L"LF_GT AND
PROP I DE BIER I E i GAT1 ON OF GALOREEN GOMPL I ANGE TO
THE BU I LD I N5 I NSPEGTOR PRIOR TO BU I LD I NC FINAL.
RevlsloA:
Date:
By:
Nn
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v� RE
7 17
LIMENTIAlL
GALGREEN
MANDATORY
MEA5URE5
Date 2016
Scale
Draw*
Job
Sheat
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