HomeMy WebLinkAboutB16-1177 027-060-075GENERAL NOTES:
1. ALL wnp.� ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS �_A�jj
OF THE 2_o)3i CBC..`2013 CMC , cP. _ 1 01-rj CeRE N
CPC , THE CALIF. ELECT.
CODE AND CALIF. ENERGY STANDARDS.
2. DESIGNER SHALL APPROVE ADJUSTMENTS TO ANY PART OF THESE PLANS.
3. WRITTEN DIMENSIONS ARE TO BE USED: DO NOT SCALE THESE DRAWINGS
4. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL
APPLY.
5. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, AND THERE CORRELATION WITH
THE DRAWINGS AND SHALL NOTIFY COUNTY OR DESIGNER 'OF ANY INCONSISTENCIES
OR DISCREPANCIES PRIOR TO. THE BEGINNING OF CONSTRUCTION.
6. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON
THE DRAWINGS ON THE DRAWINGS OR CALLED FOR IN SPECIFICATIONS THEN THEIR
CONSTRUCTION SHALL BE THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE
SHOWN OR CALLED FOR AND SHALL BE APPROVED BY THE DESIGNER.
7, THE DRAWINGS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE WORKMEN AND OTHER PERSONS
DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING,
SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE: BUILDING, FORMS, AND SCAFFOLDING.
8. ALL SITE WORK AND GRADING SHALL BE DONE IN COMPLIANCE WITH THE DRAWINGS. WHERE
SHOWN ON DRAWINGS, ELEVATIONS, LOCATIONS OF STEPS IN FOUNDATION, AND HEIGHTS OF
FOUNDATION WALLS SHALL BE VERIFIED TO SUIT ACTUAL PROPOSED AND EXISTING CONDITIONS.
9. FINISH GRADE AND FINISH FLOOR ELEVATIONS TO BE PER SITE PLAN.
11. DIMENSIONS NOTED CLEAR OR CLR ARE MINIMUM REQUIRED DIMENSIONS AND MUST BE
ACCURATELY MAINTAINED.
12. ALL DIMENSIONS ARE TO BE FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY,
UNLESS OTHERWISE NOTED.
13. CONSTRUCTION SHALL IN NO CASE DEVIATE FROM THE DESIGN SHOWN WITHOUT EXPRESS
WRITTEN PERMISSION OF THE DESIGNER AND OR LOCAL BUILDING OFFICIAL.
STATE RESPONSIBILITY AREA
1. DRIVEWAYS MAY ONLY SERVE SINGLE PARCELS
2. ALL DRIVEWAYS SHALL PROVIDE A MINIMUM 10' TRAFFIC LANE AND UN065TRUCTED
VERTICAL CLEARANCE OF 15' LONG ITS ENTIRE LENGTH
3. DRIVEWAYS EXCEEDING 150' IN LENGTH (UP TO 800') SHALL PROVIDE A TURNOUT NEAR
THE MIDPOINT OF THE DRIVEWAY. WHERE THE DRIVEWAY EXCEEDS 800' TURNOUTS SHALL BE
PROVIDED AT 400' INTERVALS
4. A TURNAROUND SHALL BE PROVIDED TO ALL DUILDING SITES ON DRIVEWAYS OVER 300'
[IN LENGTH AND SHALL DE WITHIN 50' OF THE DUILDING
5. THE SURFACE SHALL PROVIDE UNOB5TRUCTED ACCESS TO CONVENTIONAL DRIVE
VEHICLES, INCLUDING SEDANS AND FIRE ENGINES. SURFACES SHOULD DE ESTABLISHED IN
CONFORMANCE WITH LOCAL ORDINANCES, AND DE CAPADLE OF SUPPORTING A 40000 POUND
LOAD. 4" OF CLASS 2 AGGREGATE BASE SHALL BE REQUIRED FOR ALL DRIVEWAY5,
TURNAROUNDS AND TURNOUTS.
6. DRIVEWAY GRADES SHALL NOT EXCEED 15% WITHOUT DEING PAVED. GRADES OVER 15%
SHALL HAVE 4" OF CLASS 2 AGGREGATE BASE AND 2" OF ASPHALT. NO DRIVEWAY SHALL
EXCEED 20%.
7. NO DRIVEWAYS SHALL HAVE A HORIZONTAL RADIUS. OF CURVATURE OF LESS THAN 50'
AND ADDITIONAL SURFACE WIDTH OF 4' SHALL DE ADDED TO CURVES OF 50-100 FEET
RADIUS: 2 FEET TO THOSE FROM 100-200 FEET.
8. THE LENGTH OF VERTICAL CURVES IN ROADWAYS, EXCLUSIVE OF GUTTERS, DITCHES,
AND DRAINAGE STRUCURES DESIGNED TO HOLD OR DIVERT WATER, SHALL DE NOT LE55
THAN 100',
9. TURNAROUNDS ARE REQUIRED ON DRIVEWAYS AND DEAD-END ROADS AS SPECIFIED
HERE. THE MINIMUM TURNING RADIUS FOR A TURNAROUND SHALL DE 40' FROM THE CENTER
LINE OF THE ROAD. IF A HAMMERHEAD -T 15 USED, THE TOP OF THE "T" 5HALL DE A MINIMUM
OF 60' iN LENGTH.
10. TURNOUTS -SHALL DE A MINIMUM OF 10' WIDE AND 30' LONG WITH A MINIMUM 25 FOOT
TAPER ON EACH END.
11, ALL DRIVEWAY, ROAD, STREET, AND PRIVATE LAND ROADWAY STRUCTURES (DRIDGES,
CULVERTS, AND OTHER APPURTENANT STRUCTURES WHICH SUPPLEMENT THE ROADWAY DED
OR SHOULDERS) SHALL DE CONSTRUCTED TO CARRY AT LEAST THE MAXIMUM LOAD AND
PROVIDE THE MINIMUM VERTICAL CLEARANCE AS REQUIRED DY VEHICLE CODE SECTIONS
35550, 35750, AND 35250. ALL BRIDGES SHALL DE CERTIFIED DY A REGISTERD CIVIL
ENGINEER.
-APPROPRIATE SIGNING, INCLUDING GUT NOT LIMITED TO WEIGHT OR VERTICAL
CLEARANCE LIMITATION, ONE-WAY ROAD OR SINGLE LANE CONDITIONS, SHALL REFLECT THE
CAPAD[LITY OF EACH BRIDGE.
-A BRIDGE WITH ONLY ONE TRAFFIC LANE MAY DE AUTHORIZED DY THE LOCAL
JURISDICTION: HOWEVER, IT SHALL PROVIDE FOR UNOD5TRUCTED VISIDILITY FROM ONE END
TO THE OTHER AND TURNOUTS AT DOTH ENDS.
GATE STANDARDS
NOTCHING/ BORING IN WOOD MEMBERS
1. GATE ENTRANCES SHALL 'DE AT LEAST TWO :FEET WIDER ON DOTH ENDS THEN THE
WILDLAND URBAN INTERFACE
WIDTH OF THE TRAFFIC LANE(5) SERVING THAT GATE.
1. BORED HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF THE STUD WIDTH
2. ALL GATES PROVIDING ACCESS FROMA A ROAD TO A DRIVEWAY SHALL DE LOCATED AT
HOLES IN NON BEARING WALL STUDS SHALL NOT EXCEED 60% OF THE STUD WIDTH. IN NO
LEAST 30' FROM THE ROADWAY EDGE AND SHALL OPEN TO ALLOW A VEHICLE TO STOP
CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF A STUD
WITHOUT 06STRUCTiNG TRAFFIC.
HOLES SHALL NOT BE LOCATED IN ANY STUD AT, A SECTION AT A SECTION WITH A CUT
3. WHERE A ONE-WAY ROAD WITH A SINGLE TRAFFIC LANE PROVIDES ACCE55 TO A
OR A NOTCH
GATED ENTRANCE, A 40' TURNING RADIUS SHALL DE USED.
2. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH OF THE JOIST
SIGNAGE & DUILDING NUMBERING
DEPTH HOLE DRILLED IN JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR THE BOTTOM
1. TO FACILITATE LOCATING A FIRE AND TO AVOID DELAYS IN RESPONSE, ALL NEWLY
OF THE JOIST. AND THE DIAMETER OF ANY HOLE SHALL NOT EXCEED 1/3 THE DEPTH
CONSTRUCTED OR APPROVED ROADS, STREET, AND DUIDINGS SHALL DE DESIGNATED DY
OF THE JOIST NOTCHES IN THE TOP OR BOTTOM OF THE JOIST SHALL NOT EXCEED 1/6
NAMES OR NUMDERS, POSTED ON SIGNS CLEARLY VISIBLE AND LEGIDLE FROM THE
THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE JOIST SPAN
ROADWAY, THIS SECTION SHALL NTO RESTRICT THE SIZE OF LETTERS OR NUMBERS
SPACING AT PANEL EDGES GLUE AND NAIL ATOP FLOOR JOISTS WITH 10d
APPEARING ON STREET SIGNS FOR OTHER PURPOSES.
3. NOTCHING IN .EXTERIOR WALLS AND BEARING PARTITIONS SHALL NOT EXCEED 25% OF THE
ALTS ATE ATTACHMENTS TO TABLE R602.3(1)
STUD WIDTH. CUTTING OR NOTCHING OF STUDS IN NON BEARING PARTITIONS SHALL NOT
ADDRES5ING
EXCEED 40% OF THE STUD WIDTH.
1. ALL DUILDINGS SHALL DE ISSUED AN ADDRE55 DY THE LOCAL JURISDICTION WHICH
4. SHEARWALLS
CONFORMS TO THAT JURISDICTION'S OVERALL ADDE55 SYSTEM. ACCESSORY DUILDINGS WILL
PLYWOOD NOTES
NOT DE REQUIRED TO HAVE A SEPARATE ADDRESS; HOWEVER, EACH DWELLING UNIT WITHIN
1. GENERAL PROVISIONS
A BUILDING SHALL DE SEPARATELY IDENTIFIED.
A: IDENTIFICATION REQUIREMENTS EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE
2. THE SiZE OF LETTERS, NUMDER5 AND SYMDOL5 FOR ADDRESSES SHALL DE A MINIMUM
TRADEMARK OF THE AMERICAN PLYWOOD ASSOC., AND SHALL MEET THE REQUIREMENTS
OF 3" , 3/8" STROKE, REFLECTORIZED, CONTRASTING WITH THE DACKGROUND COLOR OF THE
SIGN. "
OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS -1 OR ONE OF APA'S
3. ALL DUILDINGS SHALL HAVE A PERMANENTLY P05ED ADDRESS, WHICH SHALL DE
PERFORMANCE .STANDARDS.
PLACED AT EACH DRIVEWAY ENTRANCE AND VISIBLE FROM 50TH DIRECTIONS OF TRAVEL
B: PANEL THICKNESS, GRADE AND GROUP NUMBER OR SPAN RATING SHALL BE AT LEAST
ALONG THE ROAD. IN ALL CASES, THE ADDRESS SHALL DE POSTED AT THE DEGiNNING OF
EQUAL T
Q L 0 THAT SHOWN 0 ON THE DRAWING. APPLICATIONS L ONS. SHALL BE IN ACCORDANCE
CONSTRUCTION AND SHALL DE MAINTAINED THEREAFTER, AND THE ADDRESS SHALL DE
WITH RECOMMENDATIONS AO THE AMERICAN PLYWOOD ASSOC.
VISIDLE AND LEGIDLE FROM THE ROAD ON WHICH THE ADDRE55 IS LOCATED,
C: NAILS AT PLYWOOD PANELS SHALL HAVE �/8" EDGE DISTANCE AND NAIL HEADS
4. ADDRESS SIGNS ALONG ONE-WAY ROADS SHALL DE V15I13LE FROM DOTH THE INTENDED
SHALL NOT PENETRATE THE FACE OF THE PLYWOOD
DIRECTION OF TRAVEL AND THE OPPOSITE DIRECTION.
D: PLYWOOD PANELS SHALL BUTT AT CENTERLINE OF SINGLE SUPPORTING MEMBER
5. WHERE MULTIPLE ADDRESSES ARE REQUIRED AT A SINGLE DRIVEWAY, THEY SHALL DE
WITH EDGE NAILING FROM EACH PANEL INTO THAT MEMBER.
MOUNTED ON A SiNGLE POST.
E: NO PIECE OF PLYWOOD, FLOOR, OR WALL SHEATHING SHALL BE LESS THAN 3/8"
6. WHERE A ROADWAY PROVIES ACCE55 50LEY TO A SINGLE COMMERCIAL OR INDUSTRIAL
THICKNESS
DUSINESS, THE ADDRESS SIGN SHALL BE PLACED AT THE NEAREST ROAD INTERSECTION
1u32', 3/8,159r RV VT
PROVIDING ACCESS TO THAT SITE.
2. ROOF SHEETING
-
A. PANEL ROOF SHEETING SHALL HAVE 1/2" CDX OR 5/3" CDX APA SHEETING EXP (1)
1-111' rN or toren Mak rd
i! -V2 ank ToDgq,) Sda
SEE PLANS. INSTALL WITH THE LONG DIMENSION OF THE PANEL ACROSS THE
8
SUPPORTS EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS OVER TWO OR MORE
6
SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/4" SPACING AT PANEL EDGES
HARDBOARD
NAIL WITH 8d NAILS @ 6 /12 O.C.
_FT
WILDLAND URBAN INTERFACE
E1�F. FILrLb
3. SUB FLOORING
-- -
up to V7
- 5" 15 ga, l3/4'
4
A. PANEL SUB FLOORING SHALL BE 3/4" CDX APA RATED STURD-1 FLOOR
EXP (1)
GROUP U ACCESSORY STRUCTURE
6
UNLESS OTHERWISE NOTED ON THE PLANS. INSTALL WITH LONG DIMENSION
OF THE
12
141sT ad 518"
PANEL ACROSS THE SUPPORTS, EXCEPT WHERE NOTED AND WITH PANEL
CONTINUOUS
1) UNIHADITADLE. GROUP U ACCESSORY SRUCTURES, IF LOCATED 50' OR
9,#415 ad 16 go 2'
OVER TWO OR MORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND
1/8'
GREATER THAN HABITABLE STRUCTURES MAY DE DESIGNED WITH
USE 4x OR DBL. STUD Q'
SPACING AT PANEL EDGES GLUE AND NAIL ATOP FLOOR JOISTS WITH 10d
RINGEXEMPTIONS
REQUIRED DY THE STATE FIRE MARSHALL.
ALTS ATE ATTACHMENTS TO TABLE R602.3(1)
SHANK NAILS @ 6,10 O.C. GLUE SHALL MEET APA SPECIFICATION.
9TIe 15 go 13/4'
WALLS - 2x CRIPPLES
1 1
4. SHEARWALLS
PLAN FOR LOCATION)
2) GROUP U ACCESSORY STRUCTURES LESS THAN 120 SQFT ARE EXEMPj
MATERIAL DESCRIPTION FASTENERA.
PANEL WALL SHEETING SHALL BE 3/8" APA RATED SHEETING EXP (1) OR 5/8" T-111
IF MORE THAN 30' FROM ANY HADITADLE STRUCTURE
z
PLYWOOD PANEL SIDING (SEE PLANS) NAIL PER PLANS
BRICK VENEER RESIDENCES
1. PROVIDE HORIZONTAL NO. 9 GA WIRE IN BED JOINTS AT 18" O.C. PROVIDE 22 GA. x 1) ALL VENTS SHALL HAVE A MINIMUM NON-COMDU5TADLE OPENING SIZE:
3/4" TIES AT 16" O.C. AT BED JOINTS CONTAINING NO. 9 GA. WIRE, ANCHOR TIES SHALL OF 1/16" AND MAXIMUM OPENING SIZE OF 115"
HOOK AROUND NO. 9 GA. WIRE NO. '9 GA. JOINT REINFORCEMENT SHALL BE NFVA 1/16" _ .5
CONTINUOUS WITH BUTT SPLICES BETWEEN TIES, PERMITTED NFVA 1/8" _ .8
STAIR NOTES 2) PROVIDE ONE LAYER OF NO. 72 ASTM CAP SHEET UNDER FLASHING
1. ALL STAIRWAYS SHALL HAVE A MINIMUM FINISHED WIDTH OF 36" THE MAXIMUM RISE RUNNING THE FULL LENGTH OF VALLEYS
SHALL BE 7 3/4" AND MINIMUM TREAD RUN SHALL BE 1 1 "
2. HANDRAILS MAY PROJECT INTO THE REQUIRED STAIRWAY WIDTH A DISTANCE OF 3-1/2" 3) GLAZING IN GARAGE DOORS SHALL DE DUAL PANE TEMPERED
ON EACH SIDE. STRINGERS AND OTHER PROJECTIONS SUCH AS TRIM AND SIMILAR
DECORATIVE FINISH ITEMS MAY PROJECT INTO THE REQUIRED WIDTH 1-1/2" ON EACH SIDE.
3. LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF TRAVEL NO LESS THAN THE WIDTH
THE STAIRWAY.
4. HANDRAILS SHALL BE PROVIDED AT ALL STAIRWAYS THEY SHALL BE PLACED NOT LESS
THAN 34" NOR MORE THAN 38" ABOVE THE NOSING OF THE TREADS RAILS SHALL BE
CONTINUOUS THE FULL LENGTH OF THE STAIRS ENDS SHALL BE RETURNED OR SHALL
TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS THE HANDGRIP PORTION OF RAILS SHALL
NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTION DIMENSION OR. USE
A SHAPE THAT WILL PROVIDE AN EQUIVALENT GRIPPING SURFACE HANDRAILS PROJECTING
FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" BETWEEN THE WALL AND
THE HANDRAIL
5. ALL STAIRWAYS SHALL HAVE A FINISHED HEAD CLEARANCE DIMENSION OF NOT LESS -
THAN 6'-8" MEASURED VERTICALLY FROM A TANGENT LINE AT THE TREAD NOSING
(2)-2X KING 5TUD5 AT 4x12 DFh2 OR
OPENINGS OVER b' -O" bx8 DF#1 HDR
IN WIDTH EACH SIDE OF \ U.O.N. > EACH END END
oP�i.lNr� i
LAP TOP -`-
PLATES AT
CORNERS
DBL. 2x TOP PLATE /
W/ Ibd NAILING
12 "oc TYP (=DETAIL SPLICES)
2x 57UD5 AT Ib"oc -----
2x BOTTOM PLATE (PRESSURE
TREATED AT SLAB FLOORS)
,
AL WALL FRAMING
TE NOTCH
>TH
PLATE
EACH
_FT
SPACING`
E1�F. FILrLb
z
-- -
up to V7
- 5" 15 ga, l3/4'
4
8
0691- 0.049 r112 -V4'
3
6
Roc Ib 9a.1-3/4'
Q
12
141sT ad 518"
0113 nab 7
3
J
9,#415 ad 16 go 2'
4
8
OD4T - OD99 rd 2-1/4'
USE 4x OR DBL. STUD Q'
8
CONDITION AT TALL
r �/
FIO,AL
3
AT HOEDOWNS (SEE lu
p
9TIe 15 go 13/4'
WALLS - 2x CRIPPLES
1 1
0691- ODi4 rd 2-V4'
PLAN FOR LOCATION)
8
TO HDR. SET AT
/
TY�II/ L DOOM
8
z
5L#a 14 ga 24/4'
STANDARD WINDOW
8
0.113 ndl 24/4'
BLOCK SHEAR b
8
HOT. UNLESS
Y X'NDOY Y
8
PANEL EDGES x
4
OTHERWISE NOTED
r- Ibd @ 12"oc 2x TRIMMERii
FASTENER
SPACING`
EDcs FIELD
Ff OOY UNINUATMEN' ';PLS ART BOARD
PLYWOOD
EA. SIDE EA. SIDE
1-1/4' rN or %ren steak t2-4
t2-4 (6649') Swk da
6
U.O.N. I^V Ibd
2
5
1u32', 3/8,159r RV VT
KING STUD
AT 12"oc
a
}4F32', 5!8', 2332' AND 3/4`
1-111' rN or toren Mak rd
i! -V2 ank ToDgq,) Sda
EA. SIDE
8
stab Ib go 1-I/2'
6
B
HARDBOARD
0.200
w7 bn3'�9r°°rnd X01 n°d
PLATE SPLICE OR FLA
b
4d cment tooted surer ndl
__________
b
GREATER THAN I/3
3
2x SILL - SILL AT
DBL.
PARTICLY"ARD
V4'
4d rib 1mved u"derkgnert nd1
3
OPENINGS OVER 5'-0" WIDE
99* B ga 118' bog Ib' crow
3
I
3/8'
(TRIPLE OVER 10' WIDE)
6
10
4 I/2" MIN.
3
6
'1'WIL
5/8" ANCHOR BOLTS EMBED
bd *ffom d tndalo)nent nal
01 I/2" MAX.
I
10
2x CRIPPLE 5TUD5
5PACED PER 5HEARWALL
6
I
(4) 8d TYP
SGHEDOR AT h: O C t T
i 3"x3"x0.2201"
OR ( IDD E
NON-SHEARWALLS. 2 BOLTS PER
NAIL
WA5HER5 AT
PLATE, MAX. 12" FROM CORNERS)
BOLT (TYP.)
AL WALL FRAMING
TE NOTCH
>TH
PLATE
EACH
a. Nail 15 a general description and may be T -head. modified round head or round head.
D. Staples shall have a minimum crown width of 7116" on dlam except as noted.
C. Nails or staples shall be spaced at not more than 6' oc at all supports where spans are 48" or
greater. Nails of staples shall be spaced at not more than 12" on center at Intermediate supports or
floors.
A. Fasteners shall be placed In a grid patern throughout the body of the panel
e. For 5 -ply panels, Intermediate nails shall be spaced not more than 12' o.c. each way
f. Hardboard underlayment shall conform to CPA/ANSI Ai35.4
g. Specified alternate attachments for roof sheathing Shall be permitted for windspeeds les than
100 mph. Fasteners attachingwood structural panel roof sheathing to gable end wall framing shall be
tnstalied rasing -the apace listed for panel edges.
FA R SCHEDULE
BUILDING ELEMENT N0, AND TYPE OF SPACING OF
FAKTENF,$ FASTENER
ROOF
I. BLo0 W 01"M "55 OR RAFTM TO TOP PLATE, TGE RAIL 3-U (21/2' X ORT)
2 CEILING M'TS TO PIAT TOE W& 3-80 (2 III' X 01x37
3. ale JJ515 Vr ATTAX TO PA Aa R1t17, L*5 M PM,, pa iPt 3.100
4MATEORRMFMERM I -W -T&ibERtlESIRAP 3IOD(3'X0128"1 -
5. RAFTER OR RDD TR16 TO PLATE, TOE NAIL 340 f X 2 TOE NAILS ON Of
V2' X 0135' NPE AND I TOE NAIL ON
CF EACH
NAILS (3' X 0148') OR
b. ROT RNIER9 TO Rb6E, VAt1EY OR W RAFTER: TOE %FAff 4-IEd 0117 X 0)35')
50LE PLATE TO J06 OR BLOCKING, AT OWW KALL PANELS 3 ibd(3 I/2' X 0135') -
WALL
TRXT4F'SamfAaKAL W(3' X0128:) 24'OL.
8. RUMN6 5TUD5 AT INTEI;�LTiHS Mi CME15, FAGS NAJL W 0 VT X 01351)
PIAT F tFA%2 FE0 W 0 I/7 X 01351 ib' 06 t►l M EA. M
b. CONTINJED Z 2 PIECES 160 0 V7 X 0135') a ALM EA EDGE
II. CONTiKM HEADER TO 5TI1D, TOE NAIL 4-M (2-V2' 0113')
12 PMf STtt)S,TALE NWL Kki (3`X01281 24' a
13. DMU TOP PLATE5, FACE NAIL IAd (3X61281 24'X
N. MELE TOP Pi, HN 24' OFT'> 7 OF EA 00 J7At15, FACE NAY. LAP 8-W (34/r X 0-
15. `.OLE PLATE TO JOIST OR 11=11`15, FAGS ML lid (34/2' X 0135')
{b. 501 PLATE TO ,MT CR P1.DC W AT DWW MJ_5 PA185 34(x1(3 -C X 0}35')�' a
rl 5T14 TO 50LE PLATE, TCE NAIL OR 3 -Ed 417 X 0113'
2-164 X 0135' -
18. TOP OR W PLATE TO STUD, END NAIL 24bd(34/1' X 0135)
19. TO PLATS<LA05 AT MW36 AT NTEIMCTM FAGS NAY. 2-k1d (y X o1287 -
20. i' DIAD. BRACE TO EACH 5TUD A10 PLATE, FAGS NAIL 2-bd 2-1/1 X 0J13
23TAP1f513/4'
21.1'X6' 51`EATI06 TO E1 EIDM, FACE MAIL 244 2411' X 0113'
2.5TTAPIB 1-3/4' -
22. I'X9' SfATHH6 TO EACH ElEARIN5, WE NAY. 2-8d 2111' X 016
35TARB 1-3/4'
23, HOM THAN PX8' 96THIN5 TO EA aum,PAGE NAIL 3-&i 2T)2' X 0J1T
4-5TAPLE5 I -W -
. FLOUR
24. J015T TO 511108 6OW TOENAIL 3-Sd (2-irr X or)
25. "4 J06T TO TOPfi.ATE, TOE MAL {t& T APPI.J KIM K50) td t2417 X 0 6) 6' cc.
2b. RIH J915T OR XKI% TO SILL FL, TOE NAIL 8d (24/2' X 0.113) 6' X.
21. I Xb' 5 U aR CR LEY TO EA JZT, FACT NAIL IN 2-1/2 X 0113'
23TAf4L'i 13/4'
28, 2' SMDOR TO J ST OR 60M BLIW AT FACE NAIL 2.16d N/T X 0135') -
29. r RW -5 (PL W is W M -FLOOR t W) 2-1bd (34/1' X 0135 )
.NAIL PA LAYER A5
FOUCM, 32` Ce- A
30. MULT4P RVV5�5 ! BEN5, 2' Ulm LAYERS iOd 1`!i' X 0128') r<B i sr6 txn. (21
NAILS AT eV5 t AT
EA 5PLIGE
31. L IDU R STKJP 911PPORTet6 JMT5 CR RAFTERS 334d C34Z X 01357 AT EA X15T OR R*MR
MATERIAL DESCRIPTION FASTENER SPACING
liDGE' FIELDS
�vOOD STRUCITTHAL PANELS, 9UBFLO0t00F RMWOR AAM 9H THIRG TO FRAI@iG
32 3/8'-1/2' - bd Colman Woor sod Tall 9
8d 6MM roof b 12
. #9132' -1' Ed COT" s ad rag b 12g
34. H/8' - I -V4' 10d Cam Rdloa ad mall b 12
OTHER FAIL BHEA
35. V2 *zlxrd ceflk* 4wbowd aeon a� acro 3 6
36. 25,32' slnxhrd calMic ftwwbard 1-3/4' gdvadzed roofhg mu, 1 cram a I' aomn 3 6
�q b H/4'
31. U7 g shealtd>3° HIT Oyaied roof N(X ' W or
38. 5$' q sm shecttitg° f3r4'91yal
tq 4''
' hor5T 1
WOOD MUCMI AL PANELS, COYBijYATLON 9UBFLOOR UNDERLAYMENT TO FRAI@iG
91 Word fess or b x OJT nidi 6 11
40. TV - I' � bd ca12-4'x
-1/7 x 0131' r dl 6 12
Sd def OJ20 r'd41. H/8'-14/4' a IOd ' x 0148' nail b
12
2d izf+inr x OJ1O' rdI
a na s arc sm cornmon, x ar. ormc 3 9n c cx where erw sc sta a use or ram ng
and sheathing connections dhail`have minimum average Bending yield strengths a9 shown: 80 ski for shank diameter
of 0.192 Inch (200 common nail), 90, k51 for shank diameters larger than 0.142° but not larger than 0.177" and 100 ks
for shank diameters of 0.142" or Icss.
Is- 5tapfc5 are 16 ga wire and have aminlmum 7116' ort dia crown width.
C. Nalle shall be spaced at not more than 6' cc at all supports where spans arc 45' or greater.
J. 4'x8'x9' panels shall be applied vertically
e. Spacing of fasteners not Included in this table shall be based on Table R602,3(2).
f. For.reglons having basic wind speed of 110 mph or greater, 8d deformed (2-1/2'x0.120') nails shall be used for
attaching plywood and wood structural pnsi roof sheathing to framing within minimum 48' dlstancc from gable end
walls, if mean roof height Is more than 25' up to $5' maximum.
e. For regions having bale wind speed of 110 mph or iese, nails for attaching wood structural panel roof sheathing
to gable end wall framing shall be spaced 6' cc, When basic wind speed is greater than 110mph , nails to be spaced 6"
oc for minimum 48' from ridges, easves and gable end walls and 4" cc to gable end wall framing.
h. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Ffberboard
sheathing shall conform to A5TM C 208.
I. 5pacing of fasteners on floor sheathing panel edges appiics to panel edges supported by framing members and
required blocking and at all floor perlmctcrs only. Spacing of fasteners on roof sheathing panel edges applies to panel
edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges
perpendicular to the framing members need not be provided except ae required by other provl5lon5 of this code.
Floor perimeter shall be supported by framing members or solld blocking.
J. Where a rafter Is fastened to an adjacent parallel ceiling joist in accordance with this schodulc, provide two '
toe nails on one afd'e of the rafter and too nails from the ceiling jolst to top plate in accordance with this schedule
The toe mall on the_oppo9lte side of the rafter shall not be reauired.
PIERMIT # '916- /l 7
BUTTE COUNTY'DEVELOPMENT SERVICES
REVIEWED FOR
Com- COMPLIANCE
_ BY
IDATE__ --
�J U BGG
TYPE ar �6�1`i1�Tcaea '�
SVTTE
COUNTY
WR 2 5 2017
DE EZSIPIVIMTr
aUMCES
MASONRY AP 2 7
1. MASONRY UNITS SHALL BE GRADE N, F'M=1500 PSI CONFORMING TO THE
REQUIREMENTS OF ASTM -90 AND THE C.B.C. U.N.O.
2. MORTAR SHALL BE TYPE S AS DESIGNATED AND THE CALIF. BUILDING CODE
3. GROUT SHALL BE COARSE GROUT AS DESIGNATED BY THE C.B.C. AND SHALL DEVELOPE
A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS
5. BLOCKS SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE.
6. SPECIAL INSPECTION PER UBC CHAPTER 17 SHALL NOT BE REQUIRED FOR THE WORK
ON THIS PROJECT
REINFORCING STEEL
1. REINFORCING STEEL TO CONFORM TO ASTM A615 AND BE INTERMEDIATE GRADE DEFORMED
BARS- TYPE N GRADE 40
2. WELDED STEEL WIRE MESH SHALL BE 6"x6 W1.4xW 1.4 WWM AND SHALL CONFORM TO
THE REQUIREMENTS OF ASTM A185
3. UNLESS NOTED REINFORCEMENT BARS TO BE .LAPPED MINIMUM 40 BAR DIAMETERS
4. BENDS IN REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-89
5. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF BAR
AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED OTHERWISE CONCRETE 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 U.O.N.
6. 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 STAGGERED.
ROUGH CARPENTRY
1. 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. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE SUCH AS TOWEL BARS
MEDICINE CABINETS LIGHTS ETC. INSTALL FIRE STOPPING TO CUT OFF ALL CONCEALED
DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER
BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IT SHALL BE USED
IN SPECIFIC LOCATIONS AS FOLLOWS.
* IN INTERIOR OR EXTERIOR STUD WALLS AT CEILING AND FLOOR LEVELS
* IN ALL STUD WALLS AND PARTITIONS, INCLUDING. FURRED SPACES SO PLACED THAT
THE MAXIMUM DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 10'-0"
* AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS
* IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NON COMBUSTIBLE
SUPPORTS OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO
THE WOOD FRAMING SHALL BE USED
* 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
3, STRUCTURAL FRAMING SHALL BE OF THE GRADES AND SPECIES INDICATED OR BETTER
(WWPA GRADING RULES) SEE PLANS FOR MORE SPECIFIC INFORMATION:
A) 2x JOIST AMD RAFTERS DF NO 2
B POSTS IN WALL FRAMING MATCH WALL FRAMING
C 4X HEADERS DF NO 2
D 6X HEADERS DF NO 2
E STUDS AND SILL PLATES SEE PLANS
F BLOCKING AND FURRING HF STD AND BTR
G) SILLS ON CONCRETE PTDF
H) MISC. FRAMING NOT NOTED DF NO 2
4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE
SHALL BE BOLTED WITH 5/8" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C.
MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL
RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT
CRITERIA IS INDICATED ON PLANS.
5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS
6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION
OF FINISH OR AT COMPLETION OF JOB.
7. 3x3x0.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL
BOLTS BEARING ON WOOD
8. FRAMING HARDWARE SHALL BE SIMPSON STRONG TIE OR APPROVED EQUAL WITH
CONNECTORS AS SPECIFIED IN CATALOG NO.C97 INSTALL CONNECTORS WITH NAILS AND. OR
BOLTS AS INDICATED IN THE CATALOG
9. WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JOINTS IN DOUBLE
TOP PLATES SHALL BE OFFSET NO LESS THAN 48".
NAILS FOR STRUCTURAL CONNECTIONS SHALL BE GALVANIZED SINKERS U.O.N.
11. NAIL HOLES SHALL HAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING OF
WOOD
12. CRIPPLE WALLS. WHICH HAVE STUD LENGTHS- OF LESS THAN 14" SHALL BE FRAMED WITH
SOLID BLOCKING OR BRACED WITH 3/8" PLYWOOD SHEETING NAILED TO THE TOP PLATE
STUDS AND SILL
13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING
8'-0" SHALL HAVE DOUBLE TRIMMERS.
14. INTERIOR NON BEARING WALLS ON SLABS SHALL BE ATTACHED WITH APPROVED POWDER
DRIVEN FASTENERS THROUGH THE SILL PLATE @ 32 O.C.
15. MINIMUM CLEARANCE BETWEEN BOTTOM OF FLOOR JOISTS AND EARTH SHALL BE 18"
MIN. CLEARANCES BETWEEN BOTTOM OF GIRDERS ,AND EARTH IS MIN OF_ 1.2"
16, ALL FOUNDATION PLATES SILLS AND. SLEEPERS ON CONCRETE OR MASONRY WHICH IS
A DIRECT CONTACT WITH EARTH AND SILLS THAT REST DIRECTLY ON CONCRETE AND MASONRY
FOUNDATIONS SHALL BE TREATED WOOD OF FOUNDATION GRADE REDWOOD MARKED
OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE OF FG REDWOOD MAY BE:
PROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION.
17. FOR RAISED WOOD FLOORS PROVIDE AT LEAST ONE FOUNDATION ACCESS AT LEAST 20'
OF PLUMBING CLEANOUT. ACCESS OPENING SHALL NOT BE LESS THAN 24"x18" IN SIZE
COMBUSTION AIR VENTS
1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED
WITH OPENINGS WITH A FREE .AREA OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H
OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY
COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE
APPROXIMATELY ONE .HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED
WITHIN THE UPPER 12" OF THE ENCLOSURES. THE MINIMUM FREE AREA OF BOTH THE
UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE
INCHES EACH
FIREPLACE WOODSTOVE NOTES
1. INSTALL FACTORY BUILT FIREPLACES AND OR WOODSTOVE IN STRICT ACCORDANCE WITH
THE TERMS OF THEIR LISTINGS AND THE MANUFACTURES INSTRUCTIONS
2. FACTORY BUILT CHIMNEYS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE TERMS
OF THEIR LISTING AND THE MANUFACTURER'S INSTRUCTIONS.
3. ALL CHIMNEYS SHALL HAVE APPROVED DAMPERS
4. ALL SOLID FUEL CHIMNEYS SHALL EXTEND 2'-0" MINIMUM ABOVE THE HIGHEST POINT
ON THE ROOF WITHIN A 10 -FOOT RADIUS OF THE CHIMNEY ALL SOLID FUEL CHIMNEYS SHALL
HAVE AN APPROVED SPARK ARRESTOR
..........
f I
..Ili .
SPACING`
E1�F. FILrLb
WOOD 9TRUCLUBALPANELS 9UBF100 ROOFS PMWOR WALL 9HEATH_ NG TO F AWNG
-- -
up to V7
- 5" 15 ga, l3/4'
4
8
0691- 0.049 r112 -V4'
3
6
Roc Ib 9a.1-3/4'
6
12
141sT ad 518"
0113 nab 7
3
b
9,#415 ad 16 go 2'
4
8
OD4T - OD99 rd 2-1/4'
4
8
23(32" ad 3/4,
9xrle 14 gar
3
6
9TIe 15 go 13/4'
3
8
0691- ODi4 rd 2-V4'
4
8
9TICI69a2'
4
8
h
5L#a 14 ga 24/4'
4
8
0.113 ndl 24/4'
4
8
9xple 5 go 2-1,14'
4
8
OD" - 0" rd 2412'
4
8
MATERIAL DESCRIPTION
FASTENER
SPACING`
EDcs FIELD
Ff OOY UNINUATMEN' ';PLS ART BOARD
PLYWOOD
IW AVD 5%'
1-1/4' rN or %ren steak t2-4
t2-4 (6649') Swk da
6
staple lib 9a IV, 3A6' cram
2
5
1u32', 3/8,159r RV VT
124-12 f to.049) shale d5hAa U
6
a
}4F32', 5!8', 2332' AND 3/4`
1-111' rN or toren Mak rd
i! -V2 ank ToDgq,) Sda
6
8
stab Ib go 1-I/2'
6
B
HARDBOARD
0.200
w7 bn3'�9r°°rnd X01 n°d
b
b
4d cment tooted surer ndl
b
b
5t�le l8 ga.1/5, lalg( 094 coed
3
6
PARTICLY"ARD
V4'
4d rib 1mved u"derkgnert nd1
3
6
99* B ga 118' bog Ib' crow
3
6
3/8'
6d &TT wed uderbrnert rdl
6
10
5tc�l a Ib ga. H/8" long, 318' conn
3
6
I/' ad %'
bd *ffom d tndalo)nent nal
b
10
Staple Ib 9a 1-518" long, 3/8' aom
3
6
a. Nail 15 a general description and may be T -head. modified round head or round head.
D. Staples shall have a minimum crown width of 7116" on dlam except as noted.
C. Nails or staples shall be spaced at not more than 6' oc at all supports where spans are 48" or
greater. Nails of staples shall be spaced at not more than 12" on center at Intermediate supports or
floors.
A. Fasteners shall be placed In a grid patern throughout the body of the panel
e. For 5 -ply panels, Intermediate nails shall be spaced not more than 12' o.c. each way
f. Hardboard underlayment shall conform to CPA/ANSI Ai35.4
g. Specified alternate attachments for roof sheathing Shall be permitted for windspeeds les than
100 mph. Fasteners attachingwood structural panel roof sheathing to gable end wall framing shall be
tnstalied rasing -the apace listed for panel edges.
FA R SCHEDULE
BUILDING ELEMENT N0, AND TYPE OF SPACING OF
FAKTENF,$ FASTENER
ROOF
I. BLo0 W 01"M "55 OR RAFTM TO TOP PLATE, TGE RAIL 3-U (21/2' X ORT)
2 CEILING M'TS TO PIAT TOE W& 3-80 (2 III' X 01x37
3. ale JJ515 Vr ATTAX TO PA Aa R1t17, L*5 M PM,, pa iPt 3.100
4MATEORRMFMERM I -W -T&ibERtlESIRAP 3IOD(3'X0128"1 -
5. RAFTER OR RDD TR16 TO PLATE, TOE NAIL 340 f X 2 TOE NAILS ON Of
V2' X 0135' NPE AND I TOE NAIL ON
CF EACH
NAILS (3' X 0148') OR
b. ROT RNIER9 TO Rb6E, VAt1EY OR W RAFTER: TOE %FAff 4-IEd 0117 X 0)35')
50LE PLATE TO J06 OR BLOCKING, AT OWW KALL PANELS 3 ibd(3 I/2' X 0135') -
WALL
TRXT4F'SamfAaKAL W(3' X0128:) 24'OL.
8. RUMN6 5TUD5 AT INTEI;�LTiHS Mi CME15, FAGS NAJL W 0 VT X 01351)
PIAT F tFA%2 FE0 W 0 I/7 X 01351 ib' 06 t►l M EA. M
b. CONTINJED Z 2 PIECES 160 0 V7 X 0135') a ALM EA EDGE
II. CONTiKM HEADER TO 5TI1D, TOE NAIL 4-M (2-V2' 0113')
12 PMf STtt)S,TALE NWL Kki (3`X01281 24' a
13. DMU TOP PLATE5, FACE NAIL IAd (3X61281 24'X
N. MELE TOP Pi, HN 24' OFT'> 7 OF EA 00 J7At15, FACE NAY. LAP 8-W (34/r X 0-
15. `.OLE PLATE TO JOIST OR 11=11`15, FAGS ML lid (34/2' X 0135')
{b. 501 PLATE TO ,MT CR P1.DC W AT DWW MJ_5 PA185 34(x1(3 -C X 0}35')�' a
rl 5T14 TO 50LE PLATE, TCE NAIL OR 3 -Ed 417 X 0113'
2-164 X 0135' -
18. TOP OR W PLATE TO STUD, END NAIL 24bd(34/1' X 0135)
19. TO PLATS<LA05 AT MW36 AT NTEIMCTM FAGS NAY. 2-k1d (y X o1287 -
20. i' DIAD. BRACE TO EACH 5TUD A10 PLATE, FAGS NAIL 2-bd 2-1/1 X 0J13
23TAP1f513/4'
21.1'X6' 51`EATI06 TO E1 EIDM, FACE MAIL 244 2411' X 0113'
2.5TTAPIB 1-3/4' -
22. I'X9' SfATHH6 TO EACH ElEARIN5, WE NAY. 2-8d 2111' X 016
35TARB 1-3/4'
23, HOM THAN PX8' 96THIN5 TO EA aum,PAGE NAIL 3-&i 2T)2' X 0J1T
4-5TAPLE5 I -W -
. FLOUR
24. J015T TO 511108 6OW TOENAIL 3-Sd (2-irr X or)
25. "4 J06T TO TOPfi.ATE, TOE MAL {t& T APPI.J KIM K50) td t2417 X 0 6) 6' cc.
2b. RIH J915T OR XKI% TO SILL FL, TOE NAIL 8d (24/2' X 0.113) 6' X.
21. I Xb' 5 U aR CR LEY TO EA JZT, FACT NAIL IN 2-1/2 X 0113'
23TAf4L'i 13/4'
28, 2' SMDOR TO J ST OR 60M BLIW AT FACE NAIL 2.16d N/T X 0135') -
29. r RW -5 (PL W is W M -FLOOR t W) 2-1bd (34/1' X 0135 )
.NAIL PA LAYER A5
FOUCM, 32` Ce- A
30. MULT4P RVV5�5 ! BEN5, 2' Ulm LAYERS iOd 1`!i' X 0128') r<B i sr6 txn. (21
NAILS AT eV5 t AT
EA 5PLIGE
31. L IDU R STKJP 911PPORTet6 JMT5 CR RAFTERS 334d C34Z X 01357 AT EA X15T OR R*MR
MATERIAL DESCRIPTION FASTENER SPACING
liDGE' FIELDS
�vOOD STRUCITTHAL PANELS, 9UBFLO0t00F RMWOR AAM 9H THIRG TO FRAI@iG
32 3/8'-1/2' - bd Colman Woor sod Tall 9
8d 6MM roof b 12
. #9132' -1' Ed COT" s ad rag b 12g
34. H/8' - I -V4' 10d Cam Rdloa ad mall b 12
OTHER FAIL BHEA
35. V2 *zlxrd ceflk* 4wbowd aeon a� acro 3 6
36. 25,32' slnxhrd calMic ftwwbard 1-3/4' gdvadzed roofhg mu, 1 cram a I' aomn 3 6
�q b H/4'
31. U7 g shealtd>3° HIT Oyaied roof N(X ' W or
38. 5$' q sm shecttitg° f3r4'91yal
tq 4''
' hor5T 1
WOOD MUCMI AL PANELS, COYBijYATLON 9UBFLOOR UNDERLAYMENT TO FRAI@iG
91 Word fess or b x OJT nidi 6 11
40. TV - I' � bd ca12-4'x
-1/7 x 0131' r dl 6 12
Sd def OJ20 r'd41. H/8'-14/4' a IOd ' x 0148' nail b
12
2d izf+inr x OJ1O' rdI
a na s arc sm cornmon, x ar. ormc 3 9n c cx where erw sc sta a use or ram ng
and sheathing connections dhail`have minimum average Bending yield strengths a9 shown: 80 ski for shank diameter
of 0.192 Inch (200 common nail), 90, k51 for shank diameters larger than 0.142° but not larger than 0.177" and 100 ks
for shank diameters of 0.142" or Icss.
Is- 5tapfc5 are 16 ga wire and have aminlmum 7116' ort dia crown width.
C. Nalle shall be spaced at not more than 6' cc at all supports where spans arc 45' or greater.
J. 4'x8'x9' panels shall be applied vertically
e. Spacing of fasteners not Included in this table shall be based on Table R602,3(2).
f. For.reglons having basic wind speed of 110 mph or greater, 8d deformed (2-1/2'x0.120') nails shall be used for
attaching plywood and wood structural pnsi roof sheathing to framing within minimum 48' dlstancc from gable end
walls, if mean roof height Is more than 25' up to $5' maximum.
e. For regions having bale wind speed of 110 mph or iese, nails for attaching wood structural panel roof sheathing
to gable end wall framing shall be spaced 6' cc, When basic wind speed is greater than 110mph , nails to be spaced 6"
oc for minimum 48' from ridges, easves and gable end walls and 4" cc to gable end wall framing.
h. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Ffberboard
sheathing shall conform to A5TM C 208.
I. 5pacing of fasteners on floor sheathing panel edges appiics to panel edges supported by framing members and
required blocking and at all floor perlmctcrs only. Spacing of fasteners on roof sheathing panel edges applies to panel
edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges
perpendicular to the framing members need not be provided except ae required by other provl5lon5 of this code.
Floor perimeter shall be supported by framing members or solld blocking.
J. Where a rafter Is fastened to an adjacent parallel ceiling joist in accordance with this schodulc, provide two '
toe nails on one afd'e of the rafter and too nails from the ceiling jolst to top plate in accordance with this schedule
The toe mall on the_oppo9lte side of the rafter shall not be reauired.
PIERMIT # '916- /l 7
BUTTE COUNTY'DEVELOPMENT SERVICES
REVIEWED FOR
Com- COMPLIANCE
_ BY
IDATE__ --
�J U BGG
TYPE ar �6�1`i1�Tcaea '�
SVTTE
COUNTY
WR 2 5 2017
DE EZSIPIVIMTr
aUMCES
MASONRY AP 2 7
1. MASONRY UNITS SHALL BE GRADE N, F'M=1500 PSI CONFORMING TO THE
REQUIREMENTS OF ASTM -90 AND THE C.B.C. U.N.O.
2. MORTAR SHALL BE TYPE S AS DESIGNATED AND THE CALIF. BUILDING CODE
3. GROUT SHALL BE COARSE GROUT AS DESIGNATED BY THE C.B.C. AND SHALL DEVELOPE
A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS
5. BLOCKS SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE.
6. SPECIAL INSPECTION PER UBC CHAPTER 17 SHALL NOT BE REQUIRED FOR THE WORK
ON THIS PROJECT
REINFORCING STEEL
1. REINFORCING STEEL TO CONFORM TO ASTM A615 AND BE INTERMEDIATE GRADE DEFORMED
BARS- TYPE N GRADE 40
2. WELDED STEEL WIRE MESH SHALL BE 6"x6 W1.4xW 1.4 WWM AND SHALL CONFORM TO
THE REQUIREMENTS OF ASTM A185
3. UNLESS NOTED REINFORCEMENT BARS TO BE .LAPPED MINIMUM 40 BAR DIAMETERS
4. BENDS IN REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-89
5. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF BAR
AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED OTHERWISE CONCRETE 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 U.O.N.
6. 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 STAGGERED.
ROUGH CARPENTRY
1. 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. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE SUCH AS TOWEL BARS
MEDICINE CABINETS LIGHTS ETC. INSTALL FIRE STOPPING TO CUT OFF ALL CONCEALED
DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER
BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IT SHALL BE USED
IN SPECIFIC LOCATIONS AS FOLLOWS.
* IN INTERIOR OR EXTERIOR STUD WALLS AT CEILING AND FLOOR LEVELS
* IN ALL STUD WALLS AND PARTITIONS, INCLUDING. FURRED SPACES SO PLACED THAT
THE MAXIMUM DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 10'-0"
* AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS
* IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NON COMBUSTIBLE
SUPPORTS OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO
THE WOOD FRAMING SHALL BE USED
* 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
3, STRUCTURAL FRAMING SHALL BE OF THE GRADES AND SPECIES INDICATED OR BETTER
(WWPA GRADING RULES) SEE PLANS FOR MORE SPECIFIC INFORMATION:
A) 2x JOIST AMD RAFTERS DF NO 2
B POSTS IN WALL FRAMING MATCH WALL FRAMING
C 4X HEADERS DF NO 2
D 6X HEADERS DF NO 2
E STUDS AND SILL PLATES SEE PLANS
F BLOCKING AND FURRING HF STD AND BTR
G) SILLS ON CONCRETE PTDF
H) MISC. FRAMING NOT NOTED DF NO 2
4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE
SHALL BE BOLTED WITH 5/8" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C.
MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL
RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT
CRITERIA IS INDICATED ON PLANS.
5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS
6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION
OF FINISH OR AT COMPLETION OF JOB.
7. 3x3x0.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL
BOLTS BEARING ON WOOD
8. FRAMING HARDWARE SHALL BE SIMPSON STRONG TIE OR APPROVED EQUAL WITH
CONNECTORS AS SPECIFIED IN CATALOG NO.C97 INSTALL CONNECTORS WITH NAILS AND. OR
BOLTS AS INDICATED IN THE CATALOG
9. WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JOINTS IN DOUBLE
TOP PLATES SHALL BE OFFSET NO LESS THAN 48".
NAILS FOR STRUCTURAL CONNECTIONS SHALL BE GALVANIZED SINKERS U.O.N.
11. NAIL HOLES SHALL HAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING OF
WOOD
12. CRIPPLE WALLS. WHICH HAVE STUD LENGTHS- OF LESS THAN 14" SHALL BE FRAMED WITH
SOLID BLOCKING OR BRACED WITH 3/8" PLYWOOD SHEETING NAILED TO THE TOP PLATE
STUDS AND SILL
13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING
8'-0" SHALL HAVE DOUBLE TRIMMERS.
14. INTERIOR NON BEARING WALLS ON SLABS SHALL BE ATTACHED WITH APPROVED POWDER
DRIVEN FASTENERS THROUGH THE SILL PLATE @ 32 O.C.
15. MINIMUM CLEARANCE BETWEEN BOTTOM OF FLOOR JOISTS AND EARTH SHALL BE 18"
MIN. CLEARANCES BETWEEN BOTTOM OF GIRDERS ,AND EARTH IS MIN OF_ 1.2"
16, ALL FOUNDATION PLATES SILLS AND. SLEEPERS ON CONCRETE OR MASONRY WHICH IS
A DIRECT CONTACT WITH EARTH AND SILLS THAT REST DIRECTLY ON CONCRETE AND MASONRY
FOUNDATIONS SHALL BE TREATED WOOD OF FOUNDATION GRADE REDWOOD MARKED
OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE OF FG REDWOOD MAY BE:
PROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION.
17. FOR RAISED WOOD FLOORS PROVIDE AT LEAST ONE FOUNDATION ACCESS AT LEAST 20'
OF PLUMBING CLEANOUT. ACCESS OPENING SHALL NOT BE LESS THAN 24"x18" IN SIZE
COMBUSTION AIR VENTS
1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED
WITH OPENINGS WITH A FREE .AREA OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H
OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY
COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE
APPROXIMATELY ONE .HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED
WITHIN THE UPPER 12" OF THE ENCLOSURES. THE MINIMUM FREE AREA OF BOTH THE
UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE
INCHES EACH
FIREPLACE WOODSTOVE NOTES
1. INSTALL FACTORY BUILT FIREPLACES AND OR WOODSTOVE IN STRICT ACCORDANCE WITH
THE TERMS OF THEIR LISTINGS AND THE MANUFACTURES INSTRUCTIONS
2. FACTORY BUILT CHIMNEYS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE TERMS
OF THEIR LISTING AND THE MANUFACTURER'S INSTRUCTIONS.
3. ALL CHIMNEYS SHALL HAVE APPROVED DAMPERS
4. ALL SOLID FUEL CHIMNEYS SHALL EXTEND 2'-0" MINIMUM ABOVE THE HIGHEST POINT
ON THE ROOF WITHIN A 10 -FOOT RADIUS OF THE CHIMNEY ALL SOLID FUEL CHIMNEYS SHALL
HAVE AN APPROVED SPARK ARRESTOR
..........
f I
..Ili .
DRAWh4_0y
DAT(Z�
h <1._
INDEX
10
_ I
(.0
� ` ISE �; ✓ I�
I
SHEET #
C V R
r!
V�
I
I
LL_
�Z ,V�j'
,.
e.
LLJ
U
.0
SII
W
Li
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r
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i
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DAT(Z�
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INDEX
10
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I
SHEET #
C V R
r!
SH -V
A, NVAT
--T
FLOOR PLAN NMI" LJIS
PROVIDE 50 CFM PAN VENTED TO OUTSIDE FOR ALL
RE57`ROOM5 REGARDLESS IF A'WINPOW 15 AVAILABLE. SEE
SHEET AN FOR ADDITIONAL INFORMATION.
2. SLEEPING ROOM 5HAL:L.:HAV,E. A WINDOW OR EXTERIOR
DOOR FOR EMERGENCY ESCAPE, WI:NF)OW.OPENING HEIGHT
SHALL NOT EXCEED 44." AE30YE FLOOR LEVEL. THE WINDOW
SHALL HAVE A . MINIMUM, NET -OPENADLE AREA OF 5.7 SOFT
WITH A MINIMUM NET OPENAE3:LE WIDTH OF 20" AND A
MINIMUM NET OPENADLE HEIGHT
3. ALL GLAZING SHALL DE TEMPERED WHEN LOCATED
WITHIN 24" OF A POOP, OF WITHIN 60" OF THE STANDING A of
SURFACE OR DRAIN IN A TUB OR 1 ,5 . HOWER ENCLOSURE. ItARC
GLAZING SHALL AL50 13E..TEI'MPERED FOR
OR ANY WIDOW
LARGER THAN 9 SOFT. THE :EXTERIOR PANE OF AI -L
WINDOWS LOCATED IN A WILDLAND FIRE HAZARD AREA
SHALL DE TEMPERED.
4, PROVIDE A 36"x36" LANDING OR 51 -OOP ON EACH SIDE
OF AN EXTERIOR DOORWAY. LANDINGS. MUST DE WITHIN
7-5/4" OF THE OPPOSING FLOCR..51JRFACE
5. WINDOWS WIDTHS ARE PER CALLOUT +2"
6. ALL SANITARY WASTE PIPING SHALL SLOPE AT PER
FOOT MINIMUM
7. A PAN SHALL DE PROVIDEP,FOR OVERFLOW OF
CONDENSATION FROM COOLING C011-51 TO DRAIN INTO
LAVATORY TAILPIECE OF, TRAP 'ON.,FLOOR DRAIN..
8. ALL FLUM13ING VENTS., SHALL'DE10' AWAY FROM ALL
HVAC OUTSIDE AIR INTAKES UNLE55 THE VENT OUTLET 15
3' ABOVE THE OUTSIDE AIR INTAKE,
9. A FIXTURE THAT WEIGHS MORE THAN -6 LI35 OR
EXCEEDS 16" IN ANY -DIMENSION SHALL NOT DE 5UPPOFTED
8Y THE SCREW SHELL OF A..LAMP HOLDER. OUTLET BOXES
SHALL NOT DE USED AS THE 50LE SUPPORT FOR CEILING
FANS.
10. WATER HEAT T&P RELIEF DRAIN TO TERMINATE 6-24"
ABOVE FINISHED GRADE. INSTALL W/H..MIN 18" AFF AND
INSTALL SEISMIC 5TPA,NPlNG,P.EF MANUFACTURER. VENT TO
OUTSIDE. PROVIDE 5" FLEX VENT FOR COMDU5TJON AIR. Al
11. INSTALL EPA APPROVED ZERO CLEARANCE FIRE
PLACE. INSTALL PER MARUFJNSTPUCTION5. INSTALL
DURING CONSTRUCTION FOR INSPECTION DY BUILDING
INSPECTOR.
lc. D c
` -
5rNl,i&Ksl SVA LL
AA:rA
UL 7
I q " GA50-f- bffR 0 PO)f A -IS TW �,A)Tll`( 31:,
0 i
z -
A -fuS -on, .5f4ALt- t3t 1� �Ak
MD
�mt)wlr�uj)q, com-cm, VAL-v6s 0,�- Tm, Fge�5UTLG Zrvp-�,Vt
T�E ILtlk D t(:, 1 6(2- C6VAe)bfnv,�
5-lpmc- VAVvt, -cl-ir5,-
-Au--
f
L)PPL 1� �jc W/
I L k,16 -
L4"
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------- -----
FOR' '01"" C(,
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A.
PE R M IT #
'XJ IN
MJTIrr Ct ITY DEVELOP MENT SERVICES
NIF -0
FIC 7WE0 KIR
n
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7W
01
CAPACITY
TYPE
SHEATHING
(PLF)
PANEL NAILING
MIN. FRAMING SIZE,
ANCHOR BOLTS
�OLE PLATE. NAILING
P4 OR A34 CLIPS
O
3/8" OSB
OR
260
Ed COMMON NAILS
2x SILL PL,,STUr)S, 1
5/8".DIA. x 7
'EMBED
f,16a COMMON NAILS
'41
AT 6" 0C.-EDGE5 I
BLK'6 AT, ADJOINING
AT 45" O.C.
AT 61! O.C.
AT 32" or
5/F" TI -11
121, O.C. FIELD
PANEL-EDGE5
-
055
ed C"CN NAILS
2x.51LL PL, STUDS, 4,
5/8" DIA x T'
lbd COMM ON NAILS
O
OR
350
AT 4" O.C: EDGES 4
BLK'G AT ADJOINING
EMBED AT 32" O.C.
AT 4" O.G.
AT 16" O.C.
5/5" T1.11
12" C.C. FILE)
PANEL EDGES
055
8d COMMON NAILS
.2x SILL PL, 3x STUDS,
5/V' DIA. xl"
I&d CCMI`1CN NAILS
O318l
OR
41-0
AT 3" Of,'EDGES 1
4 5LK'G e ADJOINING
EMBED AT 12" O.G,
AT 3 1/7" O.C.
AT 12" O.G.
5/8" TI -11
12" O.C. FIELD
PANEL :EDGES
3/8, CD -X
(040
M COMMON NAILS
AT 2' O.C. EDGES 4
3x SILL PL, 3x STUDS
4 BLKIG a ADJOINING
5/al' DIA. x 7
EMBED AT 24� Of.
16d COMMON NAILS
AT 2
OR 065
AT B" O.C.
12" O.C. FIELD
PANEL EDGES
1/2" m I
OR
1 40
lod COMMON NAILS
AT 2- O.C. EDGES 4
.3x SILL, PL, 3x STUDS
4-5LK'G,* ADJOINING
AT
5/5" DIA x7"
EMBED It,'
16d COMMON NAILS
2 -SIDES
12" O.C. FIELD
PANEL EDGES
O.C.
AT 2" O.C.
AT 6" O.C.
1) EMBEDMENT 15 MEASURED FROM THE TOP OF THE FIRST. CONCRETE POUR.
2) WHEN EDGE NAILING 15 3" O.C. OR LESS, IT SHALL BE STAGGERED.
3) FOR WALLS WITH 5HEATHING'ON EACH 51DE OF WALLHAVE PANEL JOINTS 0r-5ET.T0 HAVE EDGE NAILING FALL ON DIFFERENT
FR4M1',ri MEMBERS. NAILS ON EACH SIDE SHALL BE STAGGERED WITH A MINI "..,3x SILL PLATE. -
4) SOLE PLATE NAILING OCCURS FRCM THE SOLE.PLATE70 THE BLK'G'BELOW, AS IN A 2ND STORY CONDITION.
5) (WERE SOLE PLATE NAILING 15 3" O.C, OR LESS. 31' NOMINAL BLK'G SHALL BE USED BELOW.
6) 5HEAF�WALL LENGTHS 6H(XN ON THE PLANS ARE MINIMUMS AS REQUIRED DYICALCULATION,'AND MAYBE INCREASE[) FOR
CCN5TnCTION 0ONYENIENCE-REFER TO ARCH'L DRAWINGS- FOR ACTUAL, WALL LEWJTH5.
1) WHERE c-44EAROALL 15 5HO CN BOTH SIDES OF THE WALL, PROVIDE TWICE AS MANY ANCHOR BOLTS AS INDICATED IN THE
SCHEDULE.
8) N PLACE Cr SHEATHING 8H -M IN SCHEDULE, ALTERNATE SHEATHING (CeB):MAY BE USED PROVIDED I THAT.THE THICKNESS 15
EQUIVALENT. IFF THICKNESS 15 NOT EQUIVALENT, 6FECIFICATION5 TO BE PROVIDED TO THE ENGINEER FOR REVIEW AND APPROVAL.
(MIN SHEET DIMENSION - T-017.
MINIMUM HOCK, LENGTH FOR ANCHOR BOLTS SHALL BE 2".
10) ANCHOR BOLT55qALL BE EMBEDDED" MINIMUM INTO THE FIRST POUR TYPICAL; UNLESS NOTED OTHERWISE.
ALL,MCHOR 56LTS PL WA54IR'16IR SIMPSON BP), TYP16AL.�---�'-
-.11) -M
12). 1 %. -,
ALL.AAL51-64ALL.-5E SHALL 51H'iHE"5AME =R A5't" NA EW
LIJ5 THE THICKNESS OF THE 5HFATWNGI-RE . FE i R T . 0 WOOD. FRAMING NOTE5'OR'6HE'ET
--T
FLOOR PLAN NMI" LJIS
PROVIDE 50 CFM PAN VENTED TO OUTSIDE FOR ALL
RE57`ROOM5 REGARDLESS IF A'WINPOW 15 AVAILABLE. SEE
SHEET AN FOR ADDITIONAL INFORMATION.
2. SLEEPING ROOM 5HAL:L.:HAV,E. A WINDOW OR EXTERIOR
DOOR FOR EMERGENCY ESCAPE, WI:NF)OW.OPENING HEIGHT
SHALL NOT EXCEED 44." AE30YE FLOOR LEVEL. THE WINDOW
SHALL HAVE A . MINIMUM, NET -OPENADLE AREA OF 5.7 SOFT
WITH A MINIMUM NET OPENAE3:LE WIDTH OF 20" AND A
MINIMUM NET OPENADLE HEIGHT
3. ALL GLAZING SHALL DE TEMPERED WHEN LOCATED
WITHIN 24" OF A POOP, OF WITHIN 60" OF THE STANDING A of
SURFACE OR DRAIN IN A TUB OR 1 ,5 . HOWER ENCLOSURE. ItARC
GLAZING SHALL AL50 13E..TEI'MPERED FOR
OR ANY WIDOW
LARGER THAN 9 SOFT. THE :EXTERIOR PANE OF AI -L
WINDOWS LOCATED IN A WILDLAND FIRE HAZARD AREA
SHALL DE TEMPERED.
4, PROVIDE A 36"x36" LANDING OR 51 -OOP ON EACH SIDE
OF AN EXTERIOR DOORWAY. LANDINGS. MUST DE WITHIN
7-5/4" OF THE OPPOSING FLOCR..51JRFACE
5. WINDOWS WIDTHS ARE PER CALLOUT +2"
6. ALL SANITARY WASTE PIPING SHALL SLOPE AT PER
FOOT MINIMUM
7. A PAN SHALL DE PROVIDEP,FOR OVERFLOW OF
CONDENSATION FROM COOLING C011-51 TO DRAIN INTO
LAVATORY TAILPIECE OF, TRAP 'ON.,FLOOR DRAIN..
8. ALL FLUM13ING VENTS., SHALL'DE10' AWAY FROM ALL
HVAC OUTSIDE AIR INTAKES UNLE55 THE VENT OUTLET 15
3' ABOVE THE OUTSIDE AIR INTAKE,
9. A FIXTURE THAT WEIGHS MORE THAN -6 LI35 OR
EXCEEDS 16" IN ANY -DIMENSION SHALL NOT DE 5UPPOFTED
8Y THE SCREW SHELL OF A..LAMP HOLDER. OUTLET BOXES
SHALL NOT DE USED AS THE 50LE SUPPORT FOR CEILING
FANS.
10. WATER HEAT T&P RELIEF DRAIN TO TERMINATE 6-24"
ABOVE FINISHED GRADE. INSTALL W/H..MIN 18" AFF AND
INSTALL SEISMIC 5TPA,NPlNG,P.EF MANUFACTURER. VENT TO
OUTSIDE. PROVIDE 5" FLEX VENT FOR COMDU5TJON AIR. Al
11. INSTALL EPA APPROVED ZERO CLEARANCE FIRE
PLACE. INSTALL PER MARUFJNSTPUCTION5. INSTALL
DURING CONSTRUCTION FOR INSPECTION DY BUILDING
INSPECTOR.
lc. D c
` -
5rNl,i&Ksl SVA LL
AA:rA
UL 7
I q " GA50-f- bffR 0 PO)f A -IS TW �,A)Tll`( 31:,
0 i
z -
A -fuS -on, .5f4ALt- t3t 1� �Ak
MD
�mt)wlr�uj)q, com-cm, VAL-v6s 0,�- Tm, Fge�5UTLG Zrvp-�,Vt
T�E ILtlk D t(:, 1 6(2- C6VAe)bfnv,�
5-lpmc- VAVvt, -cl-ir5,-
-Au--
f
L)PPL 1� �jc W/
I L k,16 -
L4"
I ,"o I I � � . . - ... -- - ... I I... - I I I I � I - e,� w) � 1: � � )i - ,
------- -----
FOR' '01"" C(,
"N
A.
PE R M IT #
'XJ IN
MJTIrr Ct ITY DEVELOP MENT SERVICES
NIF -0
FIC 7WE0 KIR
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v -�r
lv"" i Pqri� r"ittl I
rrlin.pdge. plectiorl
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'All
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6i,
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8" for
ilt
0EX
T
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
ey
"'PLIANNICE
1 U
G
PROJECT INFORMATION
NEW CONVENTIONALLY WOOD FRAMED SINGLE STORY SINGLE
FAMILY RESIDENCE
Occupancy: Category 11
Code: 2013 CALIFORNIA BUILDING CODE
SOILS DESIGN CRITERIA
Bearing Capacity:
1,500 PSF VV/ 2,000 MAX USING WIND/SEISMIC
Lateral Bearing
100 PSF/FT (INCREASE 1/3 FOR WIND OR SEISMIC LOADS)
Friction Coefficient:
N//A
Sliding Resistance :
130 PSF
Soil Investigation Report
NONE
Site Soil Class:
SEISMIC DESIGN CRITERIA
4.0
Force Resisting System(s)
LIGHT FRAMED WALLS SHEATHED W1 WOOD STRUCTURAL PANELS
Analysis Procedure :
EQUIVALENT LATERAL FORCE ANALYSIS
Spectral Response Coefficient, Ss =
0.609 g
FM
Spectral Response Acceleration, S1
0.217 g
Spectral Response Coefficient, Sds =
0.533
Spectral Response Acceleration, Sdl =
0.284
Design Category:
FRAMING =
Seismic Design Base Shear, V
PSF
Response Modification Factor, R
= 3.0
WIND DESIGN CRITERIA
INSULATION =
Wind Exposure:
Basic Wind Speed (3 sec. gust) :
110 mph
2-
J� 11:. /
1A . t
:NT SERVICES
COMPLIANCE
S
r Z",
If
C�(
0
C;�
DEADAND
LIVE LOADS
,.DESIGN
.Z
NOTE: SOME LOADS MAY NOT BE APPLICABLE
ROOF LOADS:
TYPICAL FLOOR LOADS:
1/2" Total Composition Roofing
4.0
PSF
FLOOR COVERING =
8.0
PSF
ROOF FRAMING
= 2.5
PSF
SHEATHING =
2.3
PSF
SHEATHING
= 1.5
PSF
FRAMING =
3.2
PSF
GYPSUM BOAD
= 3.0
PSF
INSULATION =
1.5
PSF
PSF
CEILING =
3.1
PSF
PSF
MISCELLANEOUS =
1.9
PSF
SUB -TOTAL
= 11.0
PSF
FLOOR DEAD LOAD =
20.0
PSF
SLOPE CORRECTION 'X12"
5 O 1.08
PSF
FLOOR LIVE LOAD =
40.0
PSF
MISCELLANEOUS
= 1.3
PSF
TOTAL FLOOR LOAD =
60.0
PSF
ROOF DEAD LOAD
= 13.2
PSF
MIN. ROOF LIVE LOAD
= 19.0
PSF
SNOW LOAD SUMMARY: SEE WORKSHEET FOR
DETAILS
ROOF SNOW LOAD
= 0.0
PSF
GROUND SNOW LOAD =
0
PSF
TOTAL ROOF LOAD
= 32.2
PSF
ROOF SNOW LOAD =
0
PSF
ADDITIONAL SNOW LOAD
ADDED TO SEISMIC =
0
PSF
EX-TERIOR-WALL-LOADS*
DECK OR BALCONY LOADS:
Wood Panel Siding
1.3
PSF
SAME ASFLOOR =
20.0
PSF
2X STUDS AT 16" OC
= 0.9
PSF
DECK/BALCONY DEAD LOAD =
20.0
PSF
SHEATHING
= 1.5
PSF
DECK/BALCONY LIVE LOAD =
40.0
PSF
INSULATION
= ;0
PSF
DECK/BALCONY SNOW LOAD =
0
GYPSUM BD.
= 2.2
PSF
TOTAL DECK/BALCONY LOAD =
60.0
PSF
MISCE6ILME05.
= I'l
PSF
PSF
TOTAL EXTERIOR . WALL
= 8.0
PSF
PSF
PSF
INTERIOR WALL LOADS:
PSF
GYPSP0PD L (BOTH SIDES) L
4.4
PSF
2X STUD$ AT 16" 0. C. L
1.5
PSF
MISCELLANEOUS L LLANEOUS
2.1
PSF
OTHER
= 0.0
PSF
,TOTAL INTERIOR WALL
= 8.0
PSF
J� 11:. /
1A . t
:NT SERVICES
COMPLIANCE
S
r Z",
If
C�(
0
C;�
. . . . I. INTERIOR SHEATHING PER L CONC . .
RETE SLAB PER
ARCH PLANS ALL PIPES TI CLEAR SLEEVE
DETAIL i SLEEVE RYI aauLx uRE NECEee aeY
2. SHEAR MATERIAL WHERE -� .
II .. I I I+ � .�� - I _. �- I. _II .. � �.. I I'I.II� i7�- .I. .. 4 . _I. I. � . . �.I . .x- ... .. I . -.. .-.... �.II � .. ..\I . - II .. ,�.
I �� 1 �... 1 \4 .I
i..II �.��.I 1..1I.1�I .... I � � I.1 . ... .I. I ... .. _. 1II . ,II�I ., 1II ..-. I.I I.I..,1I . . I '., I . :.I_II .. .. . .. I. . "=I\.: I.1 = II II " - I. ,� . . �., .t. . I .I. I . -.. I I �. .I �..-I. .. . . �. �I I I. I.� . 4. .II. I . I �f ..,�I ../ . �. �A..I,1I !%1I. II.I.. � I�I..I. I7 I� ..�.r . ..1 III . II . ..1 .. I� I .�. I 1 I. �.I . . 1 . `. I..
�..�1 �. I ..-*.. . I 1� �'..I .� . 1,. 1I.. . . .. I 1 . .II - I.� II .I1,� 1,II I 1�� I-,�� 1I_ . -I . �/I �-� �. ..... I II ..0I�I I . ,1/I .. ._I1.,.I ...I...I_�
.I'III �I � I. :�I. . .I. 1. . , I I-.. I. I..� - I. I. I1� .I I . . � . .,. I� . 1I � . -.. %. I ._. .. I.�.I I . I. . �. , �.I .I.�.�. I .1. I ../�.
' ,._ .I. I . . ..= . �I.. . II - .I I I I I� I'I-�1...'.I . . .-..I. \I -� II � .. 1�I. IIE- I�. 1,.� 1�. I.. , . I1.I. "I1, ". . . ... .1I-... I.
. .. . . . . I�.. . . :I - .I 1 I.I II. . I I .I.j I
III
1I , I.11 1 I,.I . I . -.� .� . . I " ,II. .. ]. I .I .�.7I-�
I. ,. \. /.I. � Iz. I -
. ..I -�� . . II . ,-I1 ... . . .I Z1..�.I - 1�tI-C1... I .� �� III . .
'I .. .� I..\� I . , I �
I .I ....:.II.4
` I uII
II
II
OCCURS REFER TO PLAN 2. DRIVEWAY BY ,,, . �� r :,IN :,
l. IIIIIIII
rI
tI
. 8 OTHERS .I
. 3.5/$" ANCHOR BOLT 3. NUMBER 4 PIPE
. REFER TO PLAN 7 MIN INTO •
FIR5T POUR USE 3"x3"xO=S" 50i ING 70P AND 12 '-I ,',:' �TERePI O
KEY GOLD JOINT WHERE OCCURS I(- : i; %.. V THAN 3'-61 BELOW eorrcn
tQ WASHER ON ZX P.T. SILL le
/8"xl" DEEP SAWCIT 03e AT 18" OG EAU OR(UNO) cfFOOTMr,
(FILL WITH CAULKING) 046 At 24" OC EAU 3 , JOIFOR TWO POUR
. 4: 2X STUDS AT 16" OC Ii4A4 IGGING OF THE PTFE TRENCH
. 5 SLOPE 6 2 SYSTEM PARALLEL TO THE FTGU NM THESE
. .. ..LW6 WM'L • COL. FTW
. . . d MIN. 3=0 el { 5. CONC SLAB PER DETAIL I . 5. CONCRETE CURB
CONCRETE SLAB . . I EN ! , s 5E70ND WITH 04
' ,.. .. ;K • BEE 81aEET BN 6: 04 REBAR CONTINUOUS a i . a ".. a. A . g . , CONTINUOUS FooCMTn� b
..
FOR BPECIFICATIONB �'X - TOP t BOTTOM s i .• v _
,.
MN
Q� 11 .,
V N
.1.
qq ,• 6.1/1 X
-- 4 7. 0 (�lN��rl�D CLQ b� ;.,.. . • - ��
1._ w �I* 1� L_ i A8 QUIP ? r s
1J� tJ ,,.. . :;n• Q I _ I. RE RED 't`
.I I C I j ,,
! --y.11 p3 ry V { ION STRIP a":'.e.'
III
- .. p N 11 - i^^:111.'....l I E, .....' „„y .. „_ _. l /,7 I...........: �"e =� li-�• d' ♦ ?L 1' ryl �+" M.
� a MIN OF in To 3/d ,. W ;.L "@"'� �s'ILl��1 W -CMN . riP T (b - ,,-.�. , 3M_m a •.o,�� -
"E - CLEAN AGGREGATE I si,.I ; - 12 u: -'- I _'J I. 2X P.T. MUDSILL r,u, MA- / ' 6^
1.
I.
rIII
II
I.
II
1.
II
I.
. 6 MIL VAPOR LLL I' ),m Kerr 5i�...�.
'rL _ 8. FOOTING TO EMEND A ' . I . N N F °,
NO PtPEs To
BARRIER OR EQUAL- 6 ; p _ B. 5/8 AES 7 INTO FIRST ce f y -
CE PLACED
M THS HIE
T " MINIMUM OF 12° BELOW j . r
UNDISTURBED GRADE OR FTC. Is POURED. MAKE THE 6,41-E 1
DIRECTLY UNDER ENGINEERED FILL UNDISTURBED
FILL 1 POUR woni As FTG PL� eeroRE 1.
CONCRETE W/ OI OR NATURAL SOIL L.� 1"I . U P .
MiN LAPPED JOINTS a -1 -MIL
I5u
10. ALL DIMENSIONS ARE
MI IN MINIMUM ION ON R , DEPTH OF FOOTMG MAY DE DETE141MM BY THE LOCATION OF THE PIPER
. FOUNDATION PLAN GENERAL CCTITRACTOR soot CONauLT WITH Sue-CaNTRACrOR5 .
. TO DETEWrNE EXACT DEPTH AND LOCATION
. SEE DETAIL 11 FDR 12" MINIMUM INTO NOTE. :
NOTE. FOOTING IN FILL UNDISTURI SOIL FOOTING DEPTH TO EXTEND SEE ADJACENT DETAIL FOR ADDITIONAJ_ .
. AL80 APPLIES 70 BELOW LOWEST ADJACENT .
ATTACHED GARAGES INFORI'1ATION .
. UNDISTURBED GRADE .
. •
1 COL�ICRT S�_AC7 �I F - r �- {�
ERM _ T�.R SLAB FOG
.�I5. I � :f _.�I.� .�.�...I .I.I.� z�� ...I . .I I. . . I .. ... ( :-I.1.. II:1.._ .... .1. 1I .1II . . ". . II I, I I��-.. II .. '. ..-. .I. . � . -.,).,'i.II;.I.. - ..I`. .. ... -0 :._ I...: � .I_ I _I. "I .-II�� . .h -.I f. IV .i ._WI. . .III'1.," ,..'. :;LI. _ .�I.. .I.�I-. .I. � 1 � I,� I lII� ..�.. ��".-I1 - " �pII. L ..I;.A .I-� .. 2�., � , .....I .'�I . I [ .III� .. 1 .:- ., .,I 1 _. . -.1.�. '.�k� _��-I '. ._ '�AI . .I / ..I I *� .-I _III I�. 1l.�.*.. (�. . ' I. :I.I.A. . .. 1 1 1 �A.1I_I 11t .... .I..l- I . . * *I 'FI 1I. I . .I . .. .).1II'�1.I -,_I .. . ,- '.. I_..._I-I �II .� .I ""II I. . � I .. I .* - ..�-. II � r-I.I..- I .I\F..
3DRI /.�+AYF�OTIL�IG .
SECTION ... - --I_ 2 .. _I ,._ 5 PIPE CLEARANCE AT FOOTING_
__
I �� '. . III 1 .. -\ . I�.:.-.I1, .1 I1 . -A � II'5...�,II ., 1 . I I I - . .11�. . I.I. .. � ( '.1 I,.. I. -I:- �- .�.�. D.I �.._r..I. 1 o . . �,I. II .
i II� .I.I I .ZI.�. --. .�-� �1,.�. III . II7 - ' I .�. I I�� I -IIIf-. . e.1/I
4 SCALE: NTS �} SECTION _ SCALE: NTS 4 SECTION - _ __- „„ _._ -._.. 1_..
. EC TS
SCALE: NTS S TION SCALE N
.
__ - . . 4
1. P.T. MU05ILL
I. SHEAR PANEL WHERE
. I. INTERIOR SHEAR
OCCURS, REFER TO . . , 1/2" MATERIAL
1 PLAN. 2. SHEAR MATERIAL WHERE
JOINT. .
2 2.2X STUDS AT 191OC IST POUR 2ND POUR - I 2. 2X STUDS AT 16" a-@
OCCUR5, REFER TO PLAN .
. t 18' N 8 STUDS AT 16" O.C. U.O.N.
OC REFER
,S" DIA x GREASE �% ALANT EXP JOINT 1 2X
3. 2X .7 SI
. IN SHEAR WALL SCHEDULE
P LL 1E UN.O.
3. AB` SN1
SMOOTH DOILEL THIS END
PER
3 IN 8lU SCHED. USE 5/8". •, 2u'1 1 MATERIAL SCHEDULE 811 ON PLAN
. .
. DIAM. ANCHOR BOLTS .. 40d IN a AT 18 OC. 2 OR
. MIN TI NTO S CORNER BARS MAY 12d . L
rj % 4. CONCRETE SLAB PER
I I T POUR a , TO DETAILLAB REFER E.N.
REFER TO PLANS FOR BE USED IN LIEU
I
E.N. 4 SLOPE PER . SPACING.' PROVIDE r - s�' - 3 u)
PLAN N u n OF SINGLE BEND r,. Yf ';' s' 4 4 S 5. #4TREBAR TOP AND .
7 -.-. 3x3 xm�29 iQ , �.; a 'z .,. ,.,,,a I 5. p4 REBAR �j LOPE PER BOTtOM
- ° SITE PLAN. .
WASHERS � C 1 <
' . . , •. . � . °.. p BOTTOM > -..
40d .,.��'� I I TOP
" -
9 .
`.A`-
T�l?Ld._ iii 11! 1
4. I/1 � „C.riaW'""a'�..a�Jt� ANC 0
EXPANSION 1 N. ea 7. H R BOLT PER 5/W SCHED
.a
d . : ,,, QUI u; ° ° • POUR
:, SCRIP AS RE RED
7" INTO FIRST
. i-'._,_ .. 40d t
{ 33 ��l! a, • :i4.. 8. 1/2" EXPANSION STRIP A5
I I - , • t- Xr SAUGUT Wl � , MUM 12 d
i. FOOTING TO
I= 5. NOT U8ED n ", ► BELOW UNDISTURBED
RE UIRE
I �_ 2 IN
€^;
z, Q D
M ��
w-1 " BErtl-
Yr RIGID w 4.._ i ' i !' s�
JL `
I ' c, �
I
G O
RADE R ENCsR
11 C d'
! 1 P
8E � D i •. d
I2 I-- • ...• .� i 6. "-0 REBAR TOP 1 12 Ci ALANT 1 �'�`i � , , 't` m L _,. -H-4 k,.�a� li :;; 9. 04 REBAR CONTINUOUS
. 6 I-1._il;� . FILL.
BOTTOM OF FTG. q I 1 a S" FROM 70P OF CURD
CONSTRUCTION JOINTS 6 CONTROL JOINTS SHALL' =a * 8. ALL DIMENSIONS 12" • d 40
1 1O
1. OPTIONAL COLD DIVIDE SLAB iN70 AREAS NOT EXCEEDING 250 50. 1 -� ARE MINIMUM UON ON d 5 10. 04 VERTS AT 86" OC IF U51NG
JOINT FOR TWO POUR ' FT. WITHOUT REENTRANT CORNERS AND WITH LENGTH .x ) 4. FOUNDATION PLAN ° COLD JOINT
'i z a a:.
311 CL -R. - .II SYSTEM TO WIDTH RATIO5 NOT EXCEEDING % TO 1. ' �. T, I I� .kI I I � 'J" LR. a ..
5
. 3 CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING ,. ,��. -%) .
CONTRACTOR
TO EXTEND PROPOSED CONTROL &CONSTRUCTION JOINT LOCATIONS. 2-1MQL ,)PIE: 15" __ 31
PER BELOW LND18TURBSD JOINT SPACING SHALL NOT EXCEED 25 FEET 1N EITHER 3" CLI .
PLAN . GRADE OR ENGR FILL . DIRECTION. SEMI RIGID SEALANT TO BE METZGER/ TYP 18"
MCG UIRE "MM -80" OR EQUAL:
µ
100T11�1G IG 7FII�IL FORCING[DETAIL ~` S1 ACS CONSRU(,T101�1 C�FTAII_
8 ..__�._ r_� 9 1�17R1OR FFAfIP�G FOOTING __
4 SECTION _ -
SCALE: NTS 4 SECTION �_.�. SCALE: NTS 4 SECTION _ SCALE: NTS SECTION -�___m - 1
�, _ 10 4
4 SCALE: NTS SL) SECTION SCALE: NTS
. STRAPPING MUST BE IN THE. UPPER .. .
. ONE-THIRD AND BOTTOM ONE-THIRD .
.. OF IT VERTICAL DIMENSIONS .
. TO RESIST HORIZONTAL DISPLACEMENT .
. ". 0..
5• ..
. .� �„ .
4" MIN. WOOD 2X4
. GYPSUM WALLBOARD .
. - . CLEAN OUT M - - - .
Fool vfxr .
. 1/4" X5" LAG SCREW
FLEXIBLE WATER CONN.
2' MIN.. O I .
2"
EARTHQUAKE STRAPPING .
- WATER HEATER ENCIRCLING TANK FROM
. -HOLD TIGHT PLAN BOTH SIDES., .
TO GYP. `BD. .
GYPSUM WALLBOARD
WOOD. 2X4 LEDGER
. 1/4" X3" LAG SCREW 2" x va"n^T CEM arr
pep .
"TH WASHER
... EARTHQUAKE STRAPPING .
. 12 MATER HEATER 13 ISLAND SILT DETAIL .
. _ .. __ ..�..-.:._._ _. ._._1_ _ I
. „..___..„_ �_ .
. 4 ) SECTION .. SCALE: NTS � SECTION :: SCALE: NTS .
1. ROOF SHEATHING PER STANDARD TRUS 5Ci550R TRUS
2 4 -o xw. t� 1 S 1 2 PLAN INSULATION .
CODE NAILING PER PLAN MAN. TRUSSES
5 2. 8d AT 4" O.C. .
sHEnRwnu 2x BLOCK
E.N. . . EDGE NAILING .
3. SHEAR WALL WHERE WHERE OCCURS 2x BLOCKING BETWEEN TRUSSES
. OC F � 16D NAIL AT 6 INSULATION PER PLANS_ FOR UPPER CABINETS
5 CURS, RE ER TO PLAN .
O.C. FULL
3 3 5 OSE1 „ (4) 6' LONG HEIGHT U.O.N. SHEARWALL WHERE INSULATION PEI PLANS
(SIDE VIEW) .4. A35 CLIP AT 24 O.C. STC. CLIP 0 LOWER BOTTOM
BLOCKS SPACED -OCCURS
NO STRAP REQUIRED (OI OPTIONAL LTP4 PLATE EaunuY
CHOIR & INTERIOR NON
AT 32" O.C.) 1 .. . . .
BEARING WALLS INTERSECTIONS
. EDGE NAILING - V4" CLEARANCE BETWEEN 2x GYP BD BACKING
SHEATHING TYP. WALL INTF.R�3ECTION /8" GYP 8D
4' a' A 5. 16d SINKER NAILS f ER
4 EXTERIOR CORNER MAN.TRU55 W/ 161.
SHEAR WALL SCHEDULE
li4U� rs4uL F
1 O.0 ILL
.. 4 6. 2X STUDS AT 16" O.C. .
. 1/2" GYP. BD. INSIDE WALL DBL 2x6 PLATE .
U.0 N. ON SHEAR WALL > IN(sH
8 5 OPTIONAL SQUARE .
4 SCHEDULE OR PLAN TYP. ALL
WALLS U.O.N. EXT. 51DING PER
. .
. { �� CORNER- BEAD . DOUBLE TOP PLATE
. ei N PLAN.. 5/8" GYP. BD 1/2 GYP BD .
ON LYIF NOTED -
.. 3 .
1. DOUBLE TOP PLATE 5 7. COLLECTOR TRUSS PER 2x NAILER BACKING VAULTED CEILING
Cj 3 4x12 HDR (U.O.N:) _
. E.N. PLAN (MAY BE MULTI -PLY .
2: 8-16d EACH SIDE OF TYP.'314" R 1^ x z• FnLER .
SIDE VIEW SPLICE U.O.N. ON PLAN AND/OR OFFSET FROM coRNEx- FLAT CEILING 1/2 GYP. BD
r ) .
. STRAP REQUIRED . , ..c ALL) .
R BEn0 U. N
. 3. STUD BELOW SPLICE. TYP. W 4212 HEADEBIN 2z6 WALL . . .
. INLINE . nv'rERIOR CORNER .
4. 5IMP50N STRAP AS NOTED 6 . 8. 2X NAILER FULL LENGTH UPPER CABINETS
. ON FLOOR PLAN OF SHEAR WALL .
. .
. 5. 2X STUDS AT 16" O.C. . .
U.O.N. - .
w -
..
r yl / „ �. /, I r I
16 f 17 D%'jaC 11�J55 DETAI( 18 TYLIC�A1� SAL FAMIIC rI..A CLIILII�iC I% SOA l i �, s 41 _I
_µ __ _.„_ _ __�......�.__ 19 _�_. UL, F EII,_II 20 L..L�CI�ILC AI�.O P, LITIOI a C� i,
__..__..___..... _ .._�_.._..._ ...._.._._____ _ _. _.._ ___ � .__ _...,.,__ >_ _._. . �._._�___._ _ __.-..._. __ .__.I _ _ _ ____ _ __� __:. .. __ _ ._ _ _ ___ _ ____ __._.._.._._._ 1..„„_.�._ ..__� .__._
4 ! SECTION
_.. .___ ..._._ .•._._._:..1. •_
SCALE: NTS ; 4 SECTION SCALE: NTS �} SECTION SCALE: NTS 4. SECTION SCALE: NTS SECTION SCALE: NTS
.w: 4 1
_. .
_ C AI .
1. PRE MANUFACTURED TRUSS 1 1. Bd AT,6" OC ROOF
(4) 16D OMMON N LS
. OR RAFTER AND CEILING JOIST SHEATHING TO TRUSS PANEL
. PER PLAN 2x2 E WEE 8D COMMON NAILS AT 4 oc
. B T N OUTRIGGER5
. 2. MANUF 2X TRUSSES PER 5/8" 058 W/ RADIANT BARRIER
. 2. ROOF SHEATHING PER PLAN EN O
. . . PLAN _ . .
. 8 (CONTINUE ROOF DIAPHRAGM . . .. .
.
4 _
3 W 2x EAVE 6LOCK PROVIDED EN .
OF SHEATHING
2 BELO ALL CALIF FRMG) 3. 2X TRUSS PANELS BY W .: .OF
EAVE VENT /
T12U55 MANUF STAGGER EACH I 0 AFFLES.� H-1 ANCHOR
3. CALIF FRAMING PER PLAN ADJACENT PANEL ON TOP NSULATI N B .. 4 2)-16D COMMON
EVERY 4TH BLOCK EACH TIU55 GABLE END TRU55
. 2 PLATE TO ALLOW , NAILS EACH END
2X BLOCK
[ (2)-8D S INTO TRUSS
4. HANG RIDGE 60ARD FROM SIDE NAILING . . 1x3 TRIM
. GIIDER TRUSS W/ LU526 . - E.N. A35 �at?( _i��, 1 .
. 4. DOUBLE TOP PLATES , 1 TO 1.5
. 5. GIRDER TRU55 (OR FLU5H 3 5/8" 05 y gwx-L"6(_(, .
1 5 5. 2X STUDS 16" OC EN X6 DIAGONAL
6EAM) .PER PLAN
2 .N.' EN - 3/8'. SHEAR PLY/W BRACE AT 8'-0" OG' .
6. 16d AT 8" OC 8d c� 6/12
6. TRUSS HANGERS TO BE .
SPECIFIED AND SUPPLIED BY .
. TRUSS MANUFACTURER .
g 2x4 LEDGER WITH
7. 2x BLOCKING BETWEEN 2x FRAMING A35 FRAMING ANGLE
164 AT 16 OC.
6 1 TRUSSES PLY WOOD EDGE 4 SOFOTTS E
NAILING TO BLOCK VENT CALCS N R OF PLAN FOR TYPE ALL GUTTERS TO RF_RP•AIT# rCOUNTYDEVELOPMEN7SERVICEB ONtIN0005 2X6 DRYWALL f,,
5 PROHIBIT THE FT+JTr- �f �Q F(�� BACKING WITH (2) ROW51,16D� CO: , �, -!r,Ja 16.' .
8. FLAT 2 X 6. TWO 16D 2x FASCIA ACCUMULATION OF RVIECOMMON NAILS AT 6" OG `- , ° �, _,,'>y '-`"'
COMMONS AT EACH RAFTER PER OWNER LEAVES ODCC)i1�4��-I��fC
CONTACT SIDING - SEE PLAN -�% ui
a
cam' :,��BY_- ----
I :ate 1 0 L /a;, 9
t l ( DATE: '
-'~�` ��,;r LI1...,01 L )� I C I O iAi L A .JF TI JS ALJ L �= 26 T `I ICAC 1F ,V� 29`x, iYI +CAI_ GAOL_ FI IL C 1 TAIL
_.....�_ 22_ ...... -.. __. -4 !SECTION SCALE: NTS 4 SECTION SCALE: NTS �} SECTION SCALE: NTS '4 SECTION SCALE: NTS .,;;, 4 s,T':,
. - . .� � l , s."., , ,.. ..n , .,.. Lir.- L tia
N
/sillGINF�ER_7
AUSMUS ENGINEERING
3115 JOHNNY LANE CHICO,
CA 959"13
PH; (530) 656-8211
erlcausmue g2ma II.com
1 W
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D-1 No. 65286 _�u
% 09-30-2017 *
Sf CM
CAt
DATE:
MAR 13, 2016
DESIGNED BY,
EDA
DRAIiN BY,
EDA
CHECKED BY:
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SCALE:
AS NOTED
PROJECT
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D-1 No. 65286 _�u
% 09-30-2017 *
Sf CM
CAt
DATE:
MAR 13, 2016
DESIGNED BY,
EDA
DRAIiN BY,
EDA
CHECKED BY:
EDA
SCALE:
AS NOTED
PROJECT
PAGE
I 1.
OF
1 -0
-
SHEET No.
V/.
WILDLAND URBAN INTERFACE
GROUP U ACCESSORY STRUCTURE
1) UNIHABITADLE GROUP U ACCESSORY 5RUCTURE5, IF LOCATED 50' OR
GREATER THAN HABITABLE STRUCTURES MAY BE DESIGNED WITH
EXEMPTIONS REQUIRED BY THE STATE FIRE MARSHALL.
2) GROUP U ACCESSORY STRUCTURES LE55 THAN 120 SOFT ARE EXEMPT
IF MORE THAN 30' FROM ANY HABITABLE STRUCTURE
RE5IDENCE5
1) ALL VENTS SHALL HAVE A MINIMUM NON-COMBU5TABLE OPENING 51ZE
OF 1/16" AND MAXIMUM OPENING 51ZE OF 1/8"
NFVA 1/16" _ .5
NFVA 1/5" _ .8
2) PROVIDE ONE LAYER OF NO. 72 A5TM CAP 5HEET UNDER FLASHING
RUNNING THE FULL LENGTH OF VALLEYS
3) GLAZING IN GARAGE DOORS SHALL BE DUAL PANE TEMPERED
4) AT LEAST ONE PANE OF EACH WINDOW SHALL BE TEMPERED
5) ALL EXTERIOR DOORS SHALL BE NON-COMBU5TABLE AND IGNITION
RESISTANT WITH A SOLID CORE OF 1-3/5" OR HAVE A RATING OF NOT
LE55 THAN 20 MIN.
6) ALL PATIO CEILINGS SHALL BE OF IGNITION RESISTANT MATERIALS
WILDLAND FIRE VENTILATION
1) ALL VENTS SHALL HAVE A MINIMUM
NON-COM5U5TADLE OPENING 51ZE OF 1/16" AND MAXIMUM
OPENING SIZE OF 1/0"
NFVA 1/16" _ .5
NFVA 1/0" _ .0
2,562 5Q. FT./300=8.54 5Q. FT.
5.54 50FT " 144 = 1,230 50IN REQUIRED NFVA EACH
INTAKE: USE 30 VULCAN SAVE VENT MODEL VE3522 WITH 41
NFVA CONTINUOUS VENT
OR
USE 17 VULCAN EAVE VENT MODEL VE5522 WITH 75 NFVA
EXHAUST: U5E 14"X2411 GABLE END VENTS WITH 1/0"
GALVANIZED MESH A5 5HOWN ON ELEVATION5 = 2.33 5QFT
X 144 336 SQIN NFVA PER VENT. U5E 6 VENTS = 0.8 X 6 X
336 1,613 NFVA PROVIDED
1,613>1,230 OK.
iso / �I 1T
PERMIT #
!?JTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPGeIANCE
7—/ � BY 7 f3
SATES
� �� •Ccs s�� � �'' c t�c. 1 f�
17
di
F r. _ r
a t f tc,a
I
_
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE-
ftr
cA
r rs
^
PERMIT
iERVICES
CODE COMPLIANCE
-
- .
. " I
- . 'o�l I 1, � I -1 I.. . i . . , ,.: -.1.... "' .
-"6_.L 1 1 � -1
I
I
J . ,.
'
- i ;--, .
- -1 outdoor receptacles Outlet front, all d rear of the Dwelling. Exterior receptacles .... ...
Must be WP/GFCf protected. 20.13 CEC Art. 210.52 (E)(1) & 210.8. 1 . I I I
I
I all outdoor receptacle Outlet with GFCf and weatherproof protection at !
each porch Area. Balconies, decks and' '
. porches that are accessible frorn inside the dwelling unit.
shall have At least one receptacle outlet installed within the Perimeter ofthebalcony, deck or I
. porch. The receptacle shall not be located more than 6 V2ft. above the balcony, - porch .
, � a, cony, deck, oi
surface. 2013 CEC Articles 210.52(3),-210.8(A)(3) and 406.9(A) & (B). .
All exterior outdoor lights shall be High Efficacy luminaries or Low Efficacy I icacy (incandescent) luminaries
controlled by a manual-on/off switch with a photocell and motion sensor, Refer to the Mandatory
Measures for Residential Lighting Measures attached to the .California Ene'rgyto'mmis'sion, Mandatory
. Measures , form MF -IR.
. Local Ventilation rate KITCHEN
. .
Summary
. �, � Enter the required fan
flow rate(cfm)
I -Asper
, mechanical electrical disconnect and a service receptacle within 25 feet of .
. I
. I
. . I , - . . . . I .
the Mechanical unit. As per 2013 CEC Art, 210.63 &2013 CMC Section 310. . . . I ..1. .. .
I I i . I . . . . Cj KITCHEN Fan 100 (# of kitchens I )
I
. I
I I . . . Flow
� I.. . . .. . '. . .. . . ,. . I . .- � .. I .. 1. I -1 I se fan flow rate from this summary for selection of
intended support for the A/C condensing unit (Units shall rest on a concrete � . . . . . - . ... . U th(,cfm)=
. I . . � .. 1. .1 . .. I . . I , the local ventalation fan and for the duct design for the
. I . . . I .
.. 1. 1. . i I I 11 � . I . .. . .. . I . I . � . I . . . . - I . . local ventalation system from Table 7.1.
three inches above rade. Reference 2013 CMC 1106.2 . . .. .... . .
approved base extending not less than thi 9 or other I � I I . . 0 : .
. . . . I I
. . I . I .. . . I . I . .1 ... - .1 . .1 �.... . �. . . .. . I ... .
. - � .
. I . I. . I
I � . : . I - C) "
. I . �. . - .1 . � .. . .. . . I . 0 Duct Size(in)= I
I � ... . . . I
I I
I . . . Maximum Allowable .
,C Art r I -1-1-1 � 0 Duct Length(ft)= 125' FLEX DUCT
- - 41 0.1 0 (A) & (D). . . . : . .11 I . 1� 1
2013 CE I light fixtures in tub or shower enclosures to be labeled "suitable for damp location" per
. *. * _U
. . . . ... -.1 .. 1. I . . .. I .
. :� .: -1 �.. : ..: - � , I . . . I . . 1. I _��_ I
I I—— . .. I I
. I � I . . , __ I - - .- �... _______.._ ..--.-.. ' _. ....-I-1. 1. � . �
.--- 1---- - ----- -- ----------------- -- --------- - .__________.___ ;�___ __-1 ___________.____� - .
.
� � � . .
� :��___L��-_------ I . .
__________._-,.�4, __ . I . ... .. I.. . - ".. I.. . . � I . I I Local Ventilation rate WHOLE HOUSE
. .. , . _ . � , I ..... _. . .... - ' I I.- �. . .. .
. . . . .: ...... :. ..... _1 ., . , I - - . . I I Summary
-.1. .. - - - - � - _..._ � � .... 1. ... -1 .... .. � .. . . . I - ... I.. I
.
. . I I
,. . . . . . . �
Receptacles shall be installed so that no point measured horizontally along the floor line in any wall space - , I I . . %, . . �,
. . . . . . . . . . . . � I .1 � .1 I p . I .. Enter the required fan flow
. I . I ; . . I .. . . .
I
. I . - . rate(ofm) .
.
is more than 6 -feet frorn a receptacle. Any wall space 2 -feet or more in Width and unbroken along the � I . . . . . .. - I... � . �. .. I... -_ .. �. I— I . . I . . . . . - . . I I . . I.
: . I . .. �. .1 I..., .. 1. .. _... - - _....
floor line by doorways and similar Openings shall haves receptacle. 2013 CEC Art. 210.52 (A). Please : . . . . . . .
review all wall receptacle locations.
i . . � � ... - �.. . _... _ - - I �.. -
ions. . . . I . .. . .. I .. . .1 .1 I 0 CONTINUOUS Fan Flow(cfm)= 100
I I
. I .. I - .. I . . I � I . . . .. .. . . .1 . I . . . . ..
I � I I Use the an flow rate from this summary for selection of
. I . I . I � I., - . . . I...... .1 11 ....
. . 1. . . the local ventalation an and for the duct design for the
. . . . . .. local ventalation system from Table 7.1,
. ; I I �
. ; .
.
Countertop receptacles in the kitchen and dining rooms shall be installed at each wall counters that is . .1 1. . . . . ..:. .1 -3 . I .
. . . . I I-- ... ... .. .. . �. - . . I , I .
. . I
. .
I
. . . I . NOT APPLICABLE
12" or wider. Receptacle outlets sh,111 be installed sothatno point along the wall line is more than 24" ED Duct Size(fn)=
. . .
measured horizontally from a receptacle outlet space. 2013 CEC Art, 210.52 (C) (1), . ; � . . � � 1. �.. I . . I � I .. . 1. -1 I I . - . . . I . . . . . . 11 . . . . . 0 Maximum Allowable I
. . .. Duct Length (ft)= NOT APPLICABLE -_ I
�
- -
I
. .
. . . I I . QFAN= 0.01AFLOOR + 7,5(NBR + -+ 1) =�'
I . . . ..... . .11.1. .- 1-1 .. . . . . . . . . 1) = .01�t )+ 7.5�f ,,j!,,I,CFM USE
. . laundry room receptacle outlets shall,be supplied by at.least lie 20 -ampere branch circuit, . I . 1. . + I . . . . + + 1. 100 MINIMUM
� Such circuits shall have no other outlets per 2013 CEC Art. 21 0 . 1. . � , . . , .... I .. . . ..... I I. . ......-I. .1.1. 1. � 11 11 . .. . . . . . . . .
0 -I I (C) (2), ++ 1. . . ; -.I...."..'...... I . .
. � . . .. .. : + . . I I .+ 11 . i,.', - . .; . .
. . . I . : .
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I . .
. 1. . I . .
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. _ A--,*- required "Makeup Air" for the dryer in the laundry room. (100 sq,in.)
'
+
As per 2013 CIVIC Section 504.3,1 � . I." . I I ,. . . � . _... . . . I . . . . � . . - . THE WHOLE -BUILDING VENTILATION EXHAUST FAN WILL OPERATE
� . . . I - . . 0 .
. CONTINUOUSLY, AND IS REQUIRED TO BE RATED FOR SOUND AT A MAXIMUM
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OF I SONE. THIS EXHAUST FAN CAN BE CONTROLLED BY A STANDARD .
. . I . I . . I I . .
+ .
ON/OFF SWITCH,. BUT THE SWITCH MUST BE LABELED TO INFORM THE
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I , moisture exhaust duct withback-drall damper for the Dryer.exbaust. (14' feet . I L .1 . . . ... I � I . . � . . I - .1 I ... I . . .
I � 11
. maximum length of diyer-exhaust,& , . i�Cm ,. I I : I . . . �.. � . . ,� I + I . . I I I . + . . � . 11 EXHAUST FAN AND i IS INTENDED TO OPERATE CONTINUOUSLY.
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uct Willi two (2) 90 degree elbows) 201 C go- tion S6,43 & . . . I . � ,,
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HIGH EFFICIENCY LUMINAI,RE,S) OTHER THAN OUTDOOR HID: . .. . �. I I .1. 1. . + � -.1. .O. � I .. . : ,P
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LICAP111N.16i M111'_A5U10\E5 , "� *=��7� � WAY
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� UUNIAIN CNI HIGH EFFICIENCY I NIPS AS OU I D1N AtBl_ I I . : . �� . . . . I ... . - . .. . .., - I I., � I - _._____J_ _ct)-g- __V_0X_C_0_0E_. I
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II- 'OKIA U -T, I . . . . I . 11 � . .. I. . 1- I . 1. . .1 + . - . I
I 150-C, AND DO NO k, ,,I N A MEDIUM. SCREW BASE SOCKC . .. �
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T FOR I. -3 W,�TT --LECTR, . I . - . I I � I I., I 1. ; . + ��] � I � 111 11 + .+ I ; -A-L,L- V5U01\1veU� rlrl�_ M"Up_ ,
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.1 BALLAS _AMPS 1, i F) OR :G:R_1r.-. ER ARE Il omc . . .� . I I . � ''. . I . . ; + , [- - _. - . 0, (N51 . . .
'AT . I . V' -'-N : .1 ! I
� AND H�,!VE AN OUTPUI- FREQUENCY NO'LESS THAN 210 kHz. ... 1. I r � ... � . . . . . . . .. '. . . . . � . I
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I . . � . I . . � . s t I iroom fan complying with the requirements of 2013 CGBC Section 4.506, Plelse ad
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HIGH. EFFICIENCY LUtvflNAIRE_'--OUTD0C' HID: CONTAIN NLY H,I H I- - -: - - -1 , , .. . . I .1 . . . .
, * �, � . .. - . . . . . ..., I . . .. - .1 I. � -3 ....- . I - this rnote to the plans. The bathroom exhaust fan shall be controlled with hui-nidistat control capable of
- :
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. .1 . . 11, .. ... . J-,\. . 110'. ,
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1. EFFICIENCY LANAPS"i-AS OUTLINED IN TABLE 1510-C, LUNIINAIRE HAS . � I .1 . I - I
FAC, I . + I . . - . &_ . adjustment between a relative humidity range of 50% to 80%. 1
1 1 . � . � . .
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. .
. . . � . .
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I - TORY INSTALLED HID BALLAST. * . . . . I )_1 VA C, !
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I . -lEk'S SINAI BE 1. flIGII-A . . . . . � . 0 If .... . I �
I PERMANTLY INSTALLED LUMINAIRES dN, KIJ_C� 11 . . . . It I . . . . . . . .11 � ; ..1- .. . .., \�\ � . L . !
- "I . I .. . I � . !
Y LUMIINAIRE - - . I I . . .. . I . . . 17�r__ i I =
. ,, .. . . . e- f AOV) n -P,. : required access to the Whirlpool tub motor and protected by GFC1 outlet. 2013 CEC
I . . . . + � I � I . . I I.. . I I . - I I . . I .- I .. - . +1 . I i
I
DSETER.-MINE-D IN SEC. i3O(Cl, OF PFR�A)\NTLY INISTAI-1-1-71) . + � . . . . I � I I : I . Articles 690.71 & 680.73. �
. , ) � NOT
I I o . .; � .. + . I .. .. . i
" _,UV.INAlRES THAT ARE N I �
LUMINAIRE'S IN, KITCHENS MAY BE IN I . � �. , . .. . - I .-1____._T_.__._______ - -
I - -1 -HAT THE -SE LUMINAIFIIES . . ... . I . . %I I . 11 .11 � . . ,:"I- .
-"- EFFICIENC S. UP TO 50% � OF:�.THE: V,`ATTAGE, AS ; . + 1%. . I � I � L _. _- - - .. _ J . y ,
�
il I . . I 1 L___ 1- ....
.. HIGH Ef7 FICIENCY LUMII,'JAIRES, PF�CIVIDEID, I . I . I � . . +1 ,. I . . . . . �.- - - - ______i ...... I..... .. :; _=;=;w - - a �U i
t ARE CONTROLLED BY SWITCHE'S SEPARATE FROM THOSE 11 .+ � . . . I. I � I ') . ! I Are -Fault Circuit -Interrupter Protection to all 120 -volt, single phase, 15 , nd 20-, mp i
. . + . . . I .... . . .. .... . . I . . I + . I .D� ... I �. . . . .... � t I
� CONTROLLING THE HIGH FIFFICIENCY. LUMINAIRES. I I .. . . - � . . . . . . . . . I 1:1 . I " . -t. 210.12 (A). (Le. Not p
" . . . . - I I I . ; : 1"k r .. . ;� . . branch circuits supplying outlets installed in dwellings. (Throughout) 2013 CEC Ai 1
. , . + . I . I .+ . ___r . . I .. . . ... . . .1 �+ , .TD/C � , �
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... ERtv!ANTLY. INS LUMINAIRE , � H_ �, ) . i,� , �,;- ; . . I . . . a . +1 I . . � . .. . . . .1 . � (' 1 . . . . ;
11 I � .: I I I- : - .!,. - ....! I .. . I . I .
, -, SHALU,-�BF_:IHIGH� F . I .
l�AU;N�')RY:RO�Ot�S,.',�.�UTIL.,],,.7Y*'I RWbmS - _FFf(',IFNCY:. .I . I - . I -
! . . , ,-1- _ . .. .. . - I I, 7, + , � I . . . . . . . . . I I .+
i .1 , , , .. I . . . . . . + ,;.: I I .
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'l UMNXR�S�-OR",+-,ARE. CON'TROLL'tD,.:.B'Y.:�N'��OCCUP)���T:�SENS(,�k(,z-).).,..+.: I .1. - I � I I 1� r + 1. . I .11 ; , .1 Tainper-Resistant Receptacles in the dwelling. All 125 -volt, Single phase, 15 and 20 -amp
- + . . .... I 1. ., I.. ql (�', I ,_.�,., -.., + I � . . ___11 . . . . . . VJ I . � - A . - I
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��, .I. CERTI'Fll F+b� ,.TOCO',M�l-Y "�k'O'H'�': kSECI-lf(��q,+,�l-i�.9(�.D);..� I I . � . I . . I . � .. .. - I __ . ,.., -resistant receptacles. (Throughout) 2013 CEC Art, 406.12.
". , ..- � _ .. � '' d, , ", +'. , ii. ��: , 1 :7:1;�..� _.. 11 %. % - " .. �. I . I . � . . I . . ;.,. : ��o � receptacles shall be listed tamper i
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, . IN, AUTOMATI . CAL I t I '1-+A1N+ALWAY ON .-I .. . . . + I . � :.. 11 � - I .
AI .TURN:,rb f-, , I , ': � ,.. _ . _ . . : . 'It . . .. ; . . __ _. + � I I I
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: 4 ; F'L' * �1 N'S"l-ALLET[) LJM'I1i,,rA+1f:ES � � - � I (---- i:� � . , . . I a � . .
.41AN : IN.. : � � .111 . I V__�� I + I . . P . I -
F FLY �1 . LOGA1 .1 E , D ` : 01 .. �, , . I . �J � . I
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UTILITY ,POO�AS SHALL -BE HIGH EFFICIENI ,jMJr�!AJR1._S' \EXC i I . . + .1 . + I .
., ! . ci i .. . . , . . I . . I . � . I + . : I
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I !_ L.F BY . . . . � . . � 1. �. . I .. - . .1 I : i
)_ 7 , _ . . 1- - , . .
I , I
CL' ,--E',S LESS THAN 701 SO, �):, OR ARE CONTROL' D --- ___ .�. "';Z!,"'l-Ki'�,,� .1 . .
I 11 � I ! . ''.. _"..." 14,,�'. i �. .. . I . 11 . ... . ... - _..... - -1 . � _____ _____.____ __ - - -_
�- I R - � U I, � . I . �. . - ) . I . . . . .1 -_ ____ -_
* E CON"n OLLED BY At - OCC PAN' - . . . . � . I I "11W : , I I . I - I 1 1 .. 1. I I - . � � - - , ______
4,ii A DIMNif'R SWITCH OR, AN . - - .•.: � _-_��,,,✓'1�,'� I I . I . . � . . - . " - ----.-..----- -
- � � . " , : 1. . I
. 11 I ___ . I . ......- / 9 11L� � . I . .
+
-PAT. CONIPLIES '0v'1TP SECTION 1119(r" "ES . � . . . . . i .
?wl SENOR(S) I �� T.:HAT DO .
I . - I ,ELECTRICAL PLAN GENERAL NOTES
I � I .. . 1. . .. . I... I . -.1 .... . . I
�' . � � ' ' . + . + . . I- . . . . 4.1 . k�_ 1. � 12. PERMANTLY INSTALLED LUMINAIRES IN DATHFOOM5,
R: L )PTIoN , _ I .
4' NCT TURN .4 CAL.I..Y !).+11AVE AN ALWAYS OKI b . N. 1, I I
I , . . OP . .AUTO MAT I . . I . . I 1. . . I . . I - 1. + . : .- I.. . I. �. I - I-- I ... I I "...." . I � � - 11 k _.... 11 - I .. . - .. - .1 I �... . . I
. . I . .
I I I � . I . . . . + I . .
. I � . . .. . . . � I
11 . . . I . I . I . . . : . . � [, . . , I ..." I. . -FAULT CIRCUIT GARAGES, LAUNDRY ROOMS, UTILITY ROOMS SHALL DE HIGH
. . . . . I . I . .. I. ' . I : il�l I . el . ".. ,- . . . . - - -11 1. PROVIDE COMBINATION TYPE ARC
. .. . . ... 1. _. - - .. � . .... I - ___ ... I : I .... . ... ., .
-
�, LUI,,/,1r,IAII-RES Tl--Wl' ARE RECESSED INTO; INSULATED. CEILINGS I . ... . I .. -, . : I I . I. . . . . - r -.1 -1 . ,� ......, I - � I . , ,OOM5, EFFICIENCY OR CONTROLLED SECT
AN OCCUPANT 5ENSOR(5)
+1
. . . . I . CCM- I I J ., � + 0 _T 1)/( 0 . I � . .. .. .... -.1. - _:._:. ......- . ...... + . - 1.111.11'.... . 1. .� - . .. 1. . . .. ... _. ... I... 1. - . INTERRUPTERS (REGI) IN ALL DWELLING UNIT FAMILY F
� . - , . .
I OVED FOR ZERO CLE, RA. INSULATION L r� (I C) I . � . . I _� , - Z . 11 . , � I . r_ `�_ . + . . _ . I , . I F. .... I . .. . � DEPROOM5, CLOSETS, HALLWAYS, AND SIMILAR ROOMS OF CERTIFIED TO COMPLY WITH SECTION 11,9(P) THAT DOES NOT
I q . I I .. . ..._ ---.. .. ___.__...1_. . ... I. I.., I -11 I . - ......- , + . .... I . 1'.... - . - I
AND ARE CERTIFIED AIR TIGHT TO, ASIA: E2.33 AND LABELED AS .. I . V ,:. . I .. I.. i-, I .." . . I Y) . I I. .... � . ......... .
I. .1 . I . . . �. I ......... - . _... I + , "' I 11 .. '. - ., ._ - -I' � .
'7 . I .
I -NA1. Al/ 5 . I . � . . ; , . . . : . �.., .. .. _........'.."." - , . -1 __________.__ I J � ,: ... _ . . '.... ,... � - .._ �
� . I I I- - - _...___._.. - _.......- I— 11. -1 � - - I ... . I -
I . . . � .... . ... 1. . .1 . .. - ...1. .... I -4 ... .. .. .... ��._ ". _1
I I . . I I I . . . .. . - I I I I + - I I . . . _r . � --7_7 KITCHENS, DATHROOMS, GARAGES AND UNFINISHED
i AIR 'TIGI-17 (AT) ,TO f I PASCALS. � � . I , ! I I . , , �._ - :1 - _ _.. __ _ . I-- . . D - AREAS PEP, CEP 210.12. ROOMS NOT REQUIRING AFCI ARE TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION.
. . ' -ESS THAN 2.0 CF . . . 7.
! . . + . . � tP I _LC
i+ I . . . �. . . I .
I I . . . � . . I . _1V_1-_-_... . . . . . - .... . 1. ...- _�,_ + ... ....-I.-.1. - �.-- - � ...., ,. � .. .. : - - - . .. . ....... ... - . 11 � . . - � t ] � 13A5EMENT5. 13. PERMANTLY INSTALLED LUMINAIRES LOCATED IN OTHER 1.
' : . ,I: . . - . �
-LUMINAIRES + -ZOVIDING OUI-DOOR.LIGH"'IN', AND P,E_RM,ANI^LY . , . . _V1 � . " 'i � - . 1 __ * "I, q i 1. . - .... , I . - - I . -1 THAN IN KITCHENS, 13ATHFOOM5, GARAGES, LAUNDRY ROOMS, I
,
- ,
P ,�- . . G . � . . . . I �. , . ; + . . I I �. , - - - - - - 1. . . I . . .. - . . - I .- . . . .. .. . - - .. .. .- . � . I I I I I I.. __ =�' ... 7 7 .__ _ __ . .- , - .. - - - , " ,- - , � . . + . I -, � . .
� BUIl ... 17,11NG, OR TO r . I � . + . I
. + 1 � � . tt�l . �
- ' � . i .. . I I .-7 - I , . . I .. . - I .. -, . 11 .. .... ...- I—, ... � ... - 1. I.. - I � ,i. , I I � . . . � . I .. � � . 1 2. ALL 15 & 20 AMP RECEPTACLES IN DWELLING UNITS AND UTILITY ROOMS SHALL DE HIGH EFFICIENCY LUMINAIRES
UNTED .TO A R F -3�1 D ) ENTIAL )THE'R PUILDINGS I . . . . . ;� . + 40 ... I I . .
THE SAME I- - S _-_F_lCl,-NCY LUl,-,flNAIRES, (NOT . . . I � I .. . I . 1. .. I 6 , . . I I . . . � I . �.. ., . ....--.1. 1. � .. 1. .1 .. . . . � - I . "...-.1-1- � r�,N! SHALL DE GFC1 PROTECTED, LISTED & TAMPER-RESISTANT (EXCEPT CLOSETS LESS THAN 70 SQ. FT.), OR ARE I
. O� + � .THE. . : -0.1 HALL BE. HICK El' + � - -) . . I I I . . .., d ___ +1 . I . . �.. . . . I... . � . I . . .
. .. I /vvAI -S . .% . . . � .. � . �. .. . . .
I!NCLuc)il�c LIGi','ING AROUNID. SlyVIMIMING Poo�s__ -ER 'FCAT'URZ' ;..:: ��. . 1. . - a . . .1 . . 1. ..". ... . � , �� I . I .1 I CONTROLLED 13Y A DIMMER SWITCH OR ARE CONTROLLED BY
. I -, --- I. . � � .1 I . .� . . . . . , I .
. .. . - I -
. - �NE',) OR ARE C 0, I 14 T RO - . I i I I . I I � . I . .. -1 .1
-, OiHER' ARTICLE 680 LOC,t,TIC (LED: UY %. - I I , ; . * e- C11,11 . I �� i 3. INSULATED CONPUCTOR5 SHALL DE LISTED WHEN USED AN OCCUPANT 5ENOK(5) THAT COMPLIES WITH SECTION 113(P)
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p - ,! . B:17 r, ,�A�_ . P, : . , . � . � + I ... I � I . . - . 11.1--- . 17. EXHAUST FAN SWITCH IN DATHROOM SHALL DE
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I"' + .. . I .____L .. I I . . , _ . �__11 . CIRCUIT FOR BATHROOMS CHARGEP5, A LISTED RACEWAY SHALL DE INSTALLED TO
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LOCATED, IN PEN:�O`OMS AS PE'R ('� ., I C." � 1, z-, . ACCOMMODATE A DEDICATED 20EV240 VOLT BRANCH CIRCUIT.
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. . - . . -1 � I I I I . I . +1. + . I '... I . .... � ....- � I . + I . I .A'V%I,'n EXHAUST FAN AND LIGHTING. THE RACEWAY SHALL NOT DE LE55 THAN TRADE SIZE 1
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- - . - . � . .1 � - . I I . 1, . , I + I - 5U3PANEL SHALL PROVIDE A CAPACITY TO INSTALL A 40A
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. � I + A . I 11. PERMANTLY INSTALLED LUMINAIRES IN KITCHENS
- I I I .. - I ... 1- . ____ 11 . .. . . .1 . . I- � - . I � - 11 . . I 1. 1. 9. UP TO 50% OF THE PROTECTIVE DEVICE. THE RACEWAY TERMINATION LOCATION
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I 1-1 .. . . I . . - I I__ � -_ 1� . .. .. I—- "... ...., I .1 I—. . .111, SHALL 13E V1,51131 -Y MARKED AS EV CAPABLE.
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. � � . .... . .1 . .. . ---.._1_----. I—- I ... .1 - . _._ .. I.. .... ... + � . I. . ..: I 1. . -F..- I - . .. WATTAGE, AS P,5ETEFMINED IN SEC. 130(C), OF PERMANTLY
RftF1r"TXCJ_r; �-$ 6t>i0Vf_- (;�"u �) 19 . I I . . .+ . .. � . .. . . .L. - , , * .. I -, .. - - , - , . .1 .. - I . - - ... � .. I - -.1- . I � . � 1. . \ E5 �
�;CGI�_r . .. I . + I . . 1. � 1. . ..., % _..... .. ..... .... .11 + 1. . :-1 ... .....-I.. - � ... . . � . _...... - �..�. - . . .. I __ , , . . . . I INSTALLED LUMINAIRES IN KITCHENS MAY 13E IN LUMINAIF
� I .. - � ...... 1-1- . - I - I... .. -1 .. . ..... I-. � .. ... . 1. I ..., . . .. -1. 1. I 1. . _1... I ... - - , - I THAT ARE NOT HIGH EFFICIENCY LUMINAIRES, PROVIDED THAT
_11".......-I -.1 ... ....�� _.. I 11 � , I-
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. . � . . 1. ��. THESE LUMINAIRES ARE CONTROLLED DY 5WITCHE-5
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PERMIT # . I __ ___
. 8'JTTE COUNTY DEVELOPMENT SERVICES
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REVIEWED FOR 11�' . 1� - ...
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I
GENERAL ' ..
.
. e. EDUCATIONAL MATERAIL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE
.. SMOKE ALARMS
TE Ti AL'
.
HUMIDITY 13ETWEEN 30-60 PERCENT AND.WHAT. METHOD5 AN OCCUPANT MAY USE TO
.ROOM
OUTSIDE EACH SEPARATE SLEEPING AREA N THE
b IN 1
.
1.1.1.
. MAINTAIN THE RELATIVE HUIDY LEVEL IN THAT RANGE.
ALL. SMOKE ALARMS SHALL BE UL 217 AND IN
SEALED IN
II
.EXCEED 1.28 GPF. THE EFFECTIVE FLUSH VOLUME 15 THE AVERAGE FLUSH
` VOLUME . .
1) ALL CONSTRUCTION SHALL CONFORM TO:
f. INFORMATION ABOUT WATER CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND
ACCORDANCE WITH NFPA
N f 72 AND INTERCONNECTED IN SUCH A
aNSPECTION . .
.
. . . - 2013 CALIFORNIA GREEN CODE (CALGREEN), CGC
.
CONTROLLERS WHICH, CONSERVE WATER. .. . .
MANNER THAT THE ACTUATION OF ONE.WILL ACTIVATE ALL.
THE FOLLOWING TESTS AND INSPECTIONS SHALL �E .
.
INDOOR WATER USE
g. INFORMATION FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE
ALARMS SHALL RECEIVE TRIER PRIMARY BOWER FROM THE
UILDI G
B N R NG WITH BATTERY BACKUP. SMOKE ALARMS
PERFORMED BY AN .INDEPENDENT TESTING LABORATORY .
EMPLOYED
.
OOF DIVERTING WATER AT LEAST 5 FEET AWAY THE FOUNDATION.
. ,WIRING
ARE PERMITTED TO BE SOLELY, OPERATED IN (E)
BY THE OWNER AND APPROVED BY THE BUILDING
REDUCTION OF THE OVERALL USE OF POTABLE WATER WITHIN THE. BUILDING .BY
. ALARM DEVICES SHALL BE INTERCONNECTED IN .SUCH A
BUILDINGS WHERE NO CONSTRUCTION 15 TAKING PLACE AND
.
OFFICIAL. TEST AND INSPECTION REPORTS SHALL BE
. AT LEAST 20 PERCENT BA5ED ON THE MAXIMUM ALLOWABLE .WATER USE PER
I
.IN AREAS OF BUILDING5 UNDERGOING' ALTERATIONS OR
SUBMITTED FOR APPROVAL TO THE STRUCTURAL ENGINEER
AND THE BUILDING OFFICIAL, CONFORMING TO THE
PLUM6ING FIXTURE AND FITTING:
: .. .. . . ..
FORMALDEHYDE LIMITS
REPAIRS THAT D0 NOT RESULT IN THE ROMVAL OF INTERIOR
REQUIREMENTS OF SECTION 1701 OF THE BUILDING CODE IT
.
20%o REDUCTION FOR FIXTURE FLOW RATES
5. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER
WALLS OR CEILING FINISHES, UNLESS THERE 15 AN ATTIC,
I5 THE CONTRACTORS SOLE RE5PON5IBILITY TO SEE THAT
. ..
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION'
. OUTDOOR WATER USE ..
C WL SPACE OR BASEMENT AVAI ABLE.
A L THE5E TESTS AND INSPECTIONS ARE PERFORMED IT 15 THE
1. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE RE5PON51BILITY OF .THE CONTRACTOR TO INFORM THE
PROUDUCT CURRENT JAN I, 2012 JUL 1; 2012 WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE
. LIMIT . SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE
.1 IPROVISIONS OF THIS CODE' AND THE HOUSEHOLD FIRE WIRING WORKING DAY PRIOR TO PERFORMING ANY WORK THAT
HARDWOOD PLYWOOD VENEER GORE 0.05 OF .NEPA 72. SYSTEMS AND
1.EQUPMENT . f ROVI510N5 REQUIRES 5PECIAL. INSPECTION. ALL WORK PERFORMED
COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL WITHOUT REQUIRED 5PECIAL INSPECTION IS SUBJECT TO
HARDWOOD P�YUJOOD COMPOSITE CORE 0.08 mOS
LISTED AND APPROVED IN ACCORDANCE. WITH` CALIFORNIA
. 1.REMOVAL.. .
PARTICLEBOARD . 0,ag .. . CODE OF. REGULATIONS, TITLE 19, DIVISION 1 FOR.THE
. PURPOSE FOR WHICH THEY ARE INSTALLED.. . VENGINEERED FILL COMPACTION TESTS.
MEDIUM DENSITY FIBERBOARD m.11 2. HOUSEHOLD FIRE ALARM SYSTEMS THAT INCLUDE .1.
THIN MEDIUM DEN5ITY FIBERBOARD 021 0.13 SMOKE ALARMS ARE PROHIBITED AND, SHALL BE INSTALLED . ❑ PILES, DRILLED PIERS AND CAISSONS.
P ER NFPA 72.
3. .SMOKE ALARMS SHALL BE INSTALLED IN THE CONCRETE TESTS CYLINDERS PC EXCEEDING 2500 5L
VALUES IN 1 15 TABLE ARE DERIVED FROM THOS SPECIFIED I3Y THE CALIFORNIA AIR FOLLOWING LOCATIONS � � p
. 'INCLUDES SINGLE AND: DUAL FLUSH WATER CLOSETS WITH AN EFFECTIVE FLUSH.
QUALITY RESOURCES BOARD, AIR TOXICS CONTROL MEASURES FOR COMP051TE WOOD AS
a. IN EACH SLEEPING
❑ STRUCTURAL , -
OF 1.28 GPF
TESTED IN ACCORDANCE WITH ASTM E 1333-96(2012). FOR ADDITIONAL INFORMATION, SEE
.ROOM
OUTSIDE EACH SEPARATE SLEEPING AREA N THE
b IN 1
. MASONRY, F M -
REINFORCEMENT,
ENT, GROUT, AND ANCHOR RODS.
1. SINGLE FLUSH TOILETS - THE EFFECTIVE FLUSH VOLUME .SHALL NOT
CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12
IMMEDIATE VICINITY OF THE BEDROOM5 ,
SEALED IN
II
.EXCEED 1.28 GPF. THE EFFECTIVE FLUSH VOLUME 15 THE AVERAGE FLUSH
` VOLUME . .
?THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 8 MILLIMETERS
c. ON EACH ADDITIONAL STORY OF.THE DWELLING,
❑ STRUCTURAL STEEL WELDING A5 REQUIRED BY WELDING
.. . .
. . .
.
. .
..
INCLUDING BASEMENT5 AND HABITABLE ATTICS.
NOTES.
DUAL FLUSH TOILETS - THE EFFECTIVE.` FLUSH VOLUME SHALL NOT EXCEED
-
4. WHEN MORE R THAN CONE SMOKE ALARM IS REQUIRED TO
. Af PLICANCE5 ARE INSTALLED AND IN DWELLING UNITS THAT
,1.28 GPF. THE EFFECTIVE FLUSH VOLUME 15 DEFINED AS THE .COMP051TE,
AVERAGE FLUSH
INDOOR, AIRQUALITY & EXHAUST
13E INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT, THE
❑ STRUCTURAL STEEL HIGH STRENGTH ANCHOR RODS
. . 3 VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. .
. _ .. .. ..
. ALARM DEVICES SHALL BE INTERCONNECTED IN .SUCH A
(A325 OR A490).
LAVATORY FACUET5 5HALLNOT HAVE A FLOW RAE LE55 THAN 0.8 GPM AT. 2P. .
NOTE: A BATHROOM I5 A ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER
MANNER THAT THE ACTUATION 0 F ONE ALARM WILL ACTIVATE
1
PSI
. THE COMBINED FLOW RATE OF DUAL OR MULTIPLE SHOWER HEADS NOTE.
.
COM80
ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
❑ STRUCTURAL GLUED -LAMINATED TIMBER, DURING
. . .SHALL
EXCEED THIS FLOW RATE ,1.
6) f A1NT5 AND COATINGS 5HALL.COMPLY WITH TA13LE 4.504.3
5. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER
FABRICATION.
1.1)
MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOM5.5HALL COMPLY .
SOURCE FROM THE BUILDING WIRING PROVIDE THAT SUCH
. OUTDOOR WATER USE ..
WITH THE FOLLWONG:
WIRING IS SERVED FROM *A COMMERCIAL SOURCE OURCE AND SHALL
EMBEDDED .ITEMS EPDXY INSTALLED ANC ORS WEDGE
( H
. ..
.1.
a. FAN5.SHALL BE ENERGY STAR COMPLIANT AND..13E DUCTED TO TERMINATE OUTSIDE
...
BE EQUIPPED WITH A BATTERY BACKUP WIRING SHALL BE
.
ANCH .
ORS, ETC...)
.. 1) AUTOMATIC. IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED
THE BUILDING .1.
PERMANENT AND WITHOUT A P15CONNECTING SWITCH OTHER
AN D CORNERS AND SHALL ENSURE THAT CONSTRUCTION I5
. %
. BY THE BUILDING AND INSTALLED AT THE TIME. OF FINAL INSPECTIO SHALL
.
. . . b. UNLESS FUNCTIONING A5 A -COMPONENT OF A WHOLE HOUSE VENTILATION .SYSTEM,
j ANS MUST BE CONTROLLED BY WHICH SHALL B READIL c E
A HUMIDISTAT YAC SSIBLE
THAN AS REQUIRED FOR OVERCURRENT PROTECTION.
❑ _ N0 SPECIAL INSPECTIONS REQUIRED.
f
COMPLY WITH THE FOLLOWING:
CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDY RANGE'OF 50
EXCEPTION: EXISTING RESIDENCES ESTABLISHED PRIOR TO
1. CONTROLLERS SHALL BE .WEATHER -OR SOIL MOISTURE -BA ED THAT
'
TO 80 PERCENT.
THE EFFECTIVE DATE OF JANUARY 1, 201 MAY HAVE THEIR
DEFERRED SUBMITTALS
AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLATS'
.
USE1. CONTINUED IF THEY CONFORM OR ARE MADE TO CONFORM
.
BE CLEARED D GRUB ED REMOVE F VE
AR AN B To R M SURFACE VEGETATION
NEEDS AS WEATHER CONDITIONS CHANGE.
2) WHOLE HOUSE FANS SHAL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE -WHEN
ORTO PROVISIONS OF THESE REGULATIONS TO THE EXTENT
THE5E DEFERRED 5UBMITTAL5 SHALL FIRST BE SUBMITTED TO
. . 2. WEATHER-BA5ED CONTROLLERS WITH :INTEGRAL 1.RAIN EN505 OR
THE FAN 15 OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2
THAT. REASONABLE AND ADEQUATE LIFE SAFEY AGAINST
THIS OFFICE FOR REVIEW AND COORDINATION. FOLLOWING THE
COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHA -L HAVE A
3) HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND SELECTED
THE HAZARDS OF FIRE, PAN1C AND EXPLOSION I5
COMPLETION. OF THE REVIEW AND COORDINATION A SUBMITTAL MAY
SEPARATE WIRED OR WIRLES RAIN .SENSOR WHICH CONNECTS OR COMMUNICATED
USING THE FOLLOWING METHODS:
SUBTANTIALLY PROVIDED: ADDITIONAL MEANS OF EGRE55,
THEN BE MADE TO THE BUILDING DEPARTMENT FOR REVIEW AND
WITH THE CONTROLLER(S). SOIL -BASED CONTROLLERS ARE NOT REQU RED TO
a. HEAT LOSS AND. GAIN ACCORDING TO RCCA MANUAL J, ASHRAE HANDBOOKS OR
THE INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS,
APPROVAL, WHICH SHALL INCLUDE A LETTER STATING THIS REVIEW .
.
HAVE RAIN SENSOR INPUT.
EQUIV. -.AUTOMATICRE
ALARM 5Y5TEMS OR OTHER LIFE SAFETY:
AND COORDINATION HA5 BEEN PERFORMED AND COMPLETED AND
.REQ
. PENETRATIONS
ONS
b. DUCT SYSTEMS 51ZED ACCORDING TO RCCA 29-D MANUAL D, ASHRAE HANDBOOKS
REQUIRED TO PROVIDE REASONABL E AND
5A ETY.
PLANS AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND
,
OR EQUIV. ... .. .. .
. ..RPEQUATE
TO BE ACCEPTA LE WITH NO EXCEP 10
B T N 5.
. . .
c. EQUIPMENT SELECTION ACCORDING TO RCCA 36-5 MANUALS OR EQIV.
. .
METHOD 5HALL BE USED TO DIVERT WATER U51NG A SWALE
. 1 OPENINGS. IN THE BUILDING ENVELOPE 5EPAR TI
A NG CQNDITIONED�
PACE
5 ..
EXCEPTION: USE OF ALTERNATIVE DESIGN TEMPERATURES NECESSARY TO ENSURE E
. . TH
I.
I.
CARBON MONOXIDE ALARM S
❑ PREFABRICATED WOOD TRU55E5
ROM UNCONDITIONED SPACE NEEDED TO ACCOMMODATE GAS, PLUMBING,
CAR BON MONOXIDE
.
SYSTEM FUNCTION APE ACCEPTABLE.
1. FOR NEW CONSTRUCTION, AN APPROVED CARBON
.
.FI.
. ELECTRICAL LINES AND OTHER NECESSARY PENETRATION MUST. BE
SEALED IN
II
11� .
MONOXIDE ALARM SHALL BE INSTALLED W
IND ELLING UNITS
.
FIRE SPRINKLER DRAWINGS
COMPLIANCE WITH THE CALIFORNIA ENERGY CODE..
AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL. DUCT AND
. ;, .
.. .
AN D IN SLEEPING UNITS WITHIN .WHICH FUEL BURNING
.
. REUSE.
I.
I
POLLUTANT CONTROL & VOCs
. Af PLICANCE5 ARE INSTALLED AND IN DWELLING UNITS THAT
❑ NO DEFERRED 5U3MITTAL5 .
. 2) OPENINGS AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE
WITHOUT A
.
HAVE ATTACHED GARAGES. FOR. ADDITIONS AND
CAULKIINGS OR COMPOUNDS WHICH DO NOT WEIGHT MORE THAN 1 LB AND NOT CONSIST .
6 WITH STATEW DE VOC T N
OF MORE THAN.1 FLUID OUNCES SHALL COMPLY H I 5 A DARDS AND THE
PASSAGE OF RADENT5 BY CLOSING SUCH OPENINGS WITH- CEMENT
CONCRETE MASONRY OR SIMILAR METHOD.
MORTAR,
.
_ _
1) ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT VENT SEALED COMBUSTION TYPE. .
ALTERATIONS, CARBON MONOXIDE ALARMS SHALL ONLY BE
.
NJCLXIMUM STUD HEIGHTS
1
.
.. WILL BE TAKEN
I.
. : ....
REQUIRED IN THE SPECIFIC DWELLING UNIT OR EE
SL PING
.
CONSTRUCTION WASTE REDUCTION
2) ANY WOOP5TOVE OR PELLET STOVE SHALL COMPLY WITH US EPA PHASE 11 EMISSION
UNIT FOR WHICH THE PERMIT WAS OBTAINED.
. .. .
LIMITS WHERE APP LICABLE AND LOCAL ORDINANCES. . . .
2. FOR NEW CONSTRUCTION REQUIRED
CAR BON MONOXIDE
. . .
14'
.. ALARMS SHALL RECEIVE THEIR PRIMARY
POWER FROM THE
. 1) NON -HAZARDOUS AND DEMOLITION DEBRIS CON5TRUCTION.WASTE HALL BE
3) AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION 51TE
....
BUILDING WIRING WHERE SUCH WIRING I5
SERVED FROM A
.
REDUCED BY AT LEAST 50 PERCENT BY RECYCLING AND OR SALVA TNG FOR
AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL. DUCT AND
COMMERCIAL SOURCE AND SHALL DE EQUIPPED
.
WITH A
.
. REUSE.
5
OTHER RELATED AIR DI5TRIBUTION COMPONENT OPENING 5HALL BE COVERED WITH TAPE, .
BATTERY BACKUP. ALARM. WIRING 5HALL
BE DIRETLY
EXCEPTION: EXCAVATED SOIL &LAND -CLEARING DEBRIS OR LOCAL AGENCY
PLASTIC, S EET E AL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY
P H M T H TH Y TO
CONNECTED TO THE PERMANENT BUIL
T DING
WITHOUT A
MGMENT PLANS .
REDUCE THE AMOUNT OF DUST OR DE13RI5 WHCIH MAY COLLECT IN THE SYSTEM.
CAULKIINGS OR COMPOUNDS WHICH DO NOT WEIGHT MORE THAN 1 LB AND NOT CONSIST .
6 WITH STATEW DE VOC T N
OF MORE THAN.1 FLUID OUNCES SHALL COMPLY H I 5 A DARDS AND THE
,WIRING
1 CONTRACTOR SHALL RECOGNIZE AND NOTIFY ENGINEER IF
)
.
.. DISCONNECTING SWITCH OTHER THAN AS
REQUIRED BY
STUD SIZE
(IN.)
BEARING
NON-BEARING WALLS
.
WHEN
SUPPORTING
1.
LATERALLY
UNSUPPORTED HT (FT.)
LATERALLY
UNSUPPORTED HT (FT.)
2X4
10'
14'
2X6101
MONOXIDE ALARM 15 PERMITTED TO BE 50LELY BATTERY
20'
1. ALL STUD
SPACING TO BE
16" OC
2. 2X4 STUDS
SHALL NOT BE
USED AT
EXTERIOR
BEARING WALLS
.
.1.
WHEN NOT IN CONFLICT WITH A LOCAL AGENCY'S ORDINANCE A WASTE
. . . . ... . . . ., .
E PROJEC
4) ADHESIVES, SEALANTS AND. CAULKS USED ON TH T SHALL MEET THE
OVERGURRENT PROTECTION.
.
WHEN
SUPPORTING
1.
.2)
REQUIREMENT OF THE. FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR
EXCEPTION: IN EXISTING DWELLING UNITS, A CARBON
. MANAGEMENT PLAN SHALL BE DEVELOPED BY THE CONTRACTOR AND SUBMITTED:`1.
.1. .
I
REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT. RULES APPLY:
MONOXIDE ALARM 15 PERMITTED TO BE 50LELY BATTERY
ONE FLOOR AND
..
FOR APPROVAL THAT:1.
ADHESIVES, BONDING PRIMERS, SEALANTS;: SEALANT PRIMERS, AND CAULKS SHALL COMPLY
OPERATED WHERE REPAIRS OR ALTERATIONS DO NOT RESULT
. . .
ROOF 0
( R
a. IDENTIFIES HE MATERIALS TO DE DIVERTED F 5 BY
NT T T D ROM DI P05AL
E 450. 50 .2 OF E 'CGC
WITH 41 AND 4 4 THE
IN THE REMOVAL OF WALL AN[.) F INISHE5 THERE
.
- HABITABLE
.
_ RECYCLING, REUSE ON THE PROJECT: OR SALVAGE FOR FUTURE USE OR SALE.
I..
1. -
-CEILING, .OR
15 NO ACCESS BY MEANS OF `ATTIC, BA5EMENT OR.CRAWL
.
c ATTIC)
b..SPECIFIES IF MATERIALS .WILL BE SORTED ON-51TE OR MIXED FOR
5) AEROSAOL ADHESIVES AND SMALLER UNIT SIZES OF ADHESIVES,' SEALANTS OR ,
SPACE.
.
SITE
TRANSPORTATION TO A DIVERSION FACILITY. .
'THE_
CAULKIINGS OR COMPOUNDS WHICH DO NOT WEIGHT MORE THAN 1 LB AND NOT CONSIST .
6 WITH STATEW DE VOC T N
OF MORE THAN.1 FLUID OUNCES SHALL COMPLY H I 5 A DARDS AND THE
3. WHERE MORE THAN ONE CARBON MONOXIDE ALARM I5
1 CONTRACTOR SHALL RECOGNIZE AND NOTIFY ENGINEER IF
)
.
. . . . c. IDENTIFIES THE DIVERSION FACILITY WHERE MATERIAL COLLECTED
CALL RNIA COD 0 R G LATIONS TITLE 17,
FO E F E U COMMENCING WITH SECTION 94507.1.
REQUIRED. TO BE INSTALLED WITHIN THE DWELLING UNIT OR
CL S OR 0 1
LS, NOT SU TABLE FOR CONSTRUCTION, ARE
.
.. WILL BE TAKEN
.
WITHIN A SLEEPING U NIT, THE ALARM SHALL BE
PRESENT CONST RUCTION SHALL NOT CONTINUE WITHOUT
. d. IDENTIFIES CONSTRUCTION METHODS. EMPLOYED REDUCE THE AMOUNT
. . . . . , . .
6) f A1NT5 AND COATINGS 5HALL.COMPLY WITH TA13LE 4.504.3
INTERCONNECTED INA MANNER THAT ACTIVATION ,OF ONE
APPROVAL DY THE ENGINEER.
. OF .WASTE GENERATED
. . .
.: .
ALARM SHALL ACTIVATE. ALL OF THE ALARMS IN THE
. e. SPECIFIES THAT THE AMOUNT OF-MATERIAL5.DIVERTED..SHALL BE
7 VERIFICATION OF COMPLIANCE WITH THI5 SECTION 5HALL BE PROVIDED AT THE REQUEST
.
INDIVIDUAL UNIT. .
2) THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE
CALCULATED BY WEIGHT, OR ,VOLUME, BUT NOT BY BOTH. ..
OF THE ENFORCING AGENCY.
4. SINGLE AND MULTIPLE STATION CARBON MONOXIDE
; FOR ESTABLISHING AND MAINTAINING ALL PROPERTY LINES
f. NOTE, MIXED CONSTRUCTION AND DEMOLITION DEBR15 PROCESSORS` CAN .
E LOCATED T E CALIFORNIA. DEPARTMENT OF RESOURCES RECYCLING AND
B AT H C CYC
.
8) CARPETS INSTALLED. IN THE BUILDING INTERIOR 5HALL MEET THE TE5TING .AND PRODUCT
.
ALARM5 5HALL. BE LISTED AS COMPLYING WITH THE
AN D CORNERS AND SHALL ENSURE THAT CONSTRUCTION I5
RECOVERY AGENCY. . . .
E DIRE E S OF 0 E OF E FOLLOWING: ..
R Q M NT N THE
REQUIREMENTS OF US 2034. DETECTOR5�.5HALL BE LISTED
WITHIN L P LICABLE S
ALA P ET13ACK5 AND EASEMENTS.
. ...
a. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM .
AS COMPLYING WITH THE REQUIREMENTS OF UL 2075. BOTH
.
b. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE OFR TESTING OF
SHALL BE INSTAL LED IN ACCORDANCE WITH THE CURRENT
.. 3 THE ENTIRE AREA TO BE COVERED BY STRUCTURES SHALL
.
MAINTENANCE AND OPERATON
.
V005 (SPECIFICATION 01350)
EDITION OF NFPA 720. ..
.
BE CLEARED D GRUB ED REMOVE F VE
AR AN B To R M SURFACE VEGETATION
...
c. N5F/AN5I 140 AT THE GOLD LEVEL
5. ,CARBON .MONOXIDE ALARMS 5HALL BE LOCATED: .
AS REQUIRED.
1) CONTRACTOR 5HALL. PROVIDE A MANUAL, COMPACT DISC, WEB-BA5ED ..
. d. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD .
.1.
..
. a. OUT5I E OF EAC E
..-. D H S PARATE DWELLING UNIT .
REFERENCE OR OTHE MEDIA ACCEPTABLE BY THE` ENFORCING AGENCY AT. THE
R .. ,. N
SLEEPING .AREA IN THE IMMEDIATE. VICINITY OF.THE
4) ALL GRADING SHALL CONFORM TO LOCAL GRADING
. TIME OF FINAL INSPECTION WHIC1.H INCLUDES THE FOLLOWING:
. .
9) CARPET CU510N INSTALLED IN BUILDING INTERIORS SHALL COMPLY WITH THE CARPET ..
.
BEDROOM(S).
ORDINANCES. G RADE SURROUNDING ANY BUILDING
.. a. DIRECTIONS TO THE OWNER OR OCCUPANT.THAT THE MANUAL.5HALL .
AND RUG INSTITUTE E GREEN LABEL PROGRAM.
11 .
b. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING
STRUCTURES SHALL BE SLOPED A MINIMUM 0 F 5% AWAY FROM
REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STUCTURE.
`
.
10) CARPET ADHESIVE SHALL COMPLY WITH TABLE CGC 4.504.1I.
BASEMENTS. FOR ALL NEW CONSTRUCTION UL 2034 OR UL
.
THE BUILDING PAD FOR A MINIMUM 10 IN ALL DIRECTIONS TO
b. OPEP AND MAINTENANCE INSTRUCTION FOR THE FOLLOWING:
.
-
.. .
2075 CARBON MONOXIDE ALARM .SHALL: DE:INSTALLED IN IN
MAINTAIN SUFFICIENT DRAINAGE WHERE PHYSICAL
1.. EQUIPMENT AND APPLIANCES, INCLIDING WATER -SAVING DEVICES
1.OBSTRUCTIONS
_--
DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH
OR LOT LINES PREVENT THIS, AN ALTERNATE
AND SYSTEMS, HVAC SYSTEMS, WATER HEATING SYSTEMS AND OTHER MAJOR
.
FUEL BURNING APPLIANCES ARE INSTALLED AND IN DWELLING
METHOD 5HALL BE USED TO DIVERT WATER U51NG A SWALE
. . .
APPLIANCES AND EQUIPMENT
- . .
WOOD MOSTURE READINGS
UNITS WITH ATTACHED GARAGES. ALARMS SHALL BE
OR OTHER VEP MET
o H R APPRO HOD.
2. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS
INTERCONNECTED & RECEIVE THEIR PRIMARY POWER FROM
3. SPACE CONDITIONING SYSTEMS INCLUDING CONDE SERS AND AIR
N
1) AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFOREMED.ON WALL. AND
BUILPING WIRING. WITHOUT A P15CONNECT AND BE EQUIPPED -
5 THERE 5HALL BE NO UTILITY TRENCHES WITHIN THE
)
FILTERS
.11 I
.. _
FLOOR FRAMING WITH DOCUMENTATION FACCEPTA13LE TO THE ENFORCING AGENCY PROVIDED :
.
WITH A BATTERY BACKUP. IN (E)' DWELLING UNITS, ALARMS
.
INFLUENCE ZONE OF THE FOUNDATION (A 45 DEGREE ANGLE
4. LANDSCAPE IRRIGATION . SY11 I5TEMS
AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRMAING. ALL READINGS
MAY BE BATTERY OPERATED WHERE REPARIS OR
PROJECTING FROM THE BOTTOM OF THE OUTER EDGE OF ANY
c. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY
SHALL BE TAKEN AT A POINT TWO FEET FOR FOUR FEET FROM THE GRADE STAMPED END OF
'DETERMINED
ALTERATIONS DO NO RESULT IN THE REMOVAL OF WALL AND
-
FOOTING.)
. PROVIDERS ON .METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION,.
EACH PIECE TO BE VERIFIED. MOISTURE CONTENT SHALL BE WITH EITHER A . -
CE F
CEILING FINISHES AND NO ATTIC OR CRAWLSPACE ACCESS
INCLUDING RCYCLE'PROGRAMS AND LOCATIONS.
. . .
PROBE -TYPE OR CONTACT -TYPE MOISTURE METER.` .
. t.AVAILABLE.
IS CARBON MONOXIDE. ALARMS MAY BE COMgiNED
6) CONTRACTOR SHALL PROVIDE A MECHANISM FOR RETAINING
_ d. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE
. . .
.: .
WITH SMOKE ALARMS IF LISTED AND APPROVED DY THE
TE DRAINAGE ON THE PROPERTY Y USE OF PERFORATED
51 B RATED
. AREA. .
' `
. .
. . .
STATE FIRE MARSHALL.
. .
S ED.,ROOF
UNDERGROUND DR ED TO THE PROI'_OS
DRAINS
..
. .
. .
CL RAN G STRUCT,UP
GUT ERS PROVIDE EA CE :,
T TO E.X15T
, _I�l
.
. ..
.
-1.
I
.
AUSMUS
GGNMG
l
. AUSMUS ENGINEERING
3115 JOHNNY LANE CHICO,
CA 95913
PH: (530) 656-8211
ericauemue6emall4om
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DATE:
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DESIGNED BY: I
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_ ,_ __. _ _
_ _ .. u _ �- _ .... ... _,.. __ _ 4_,.__.
__ _
------ r -
. ,_"
. 1_. .
PROPRIETARY COMPONENTS .
GENERAL WOOD .. .I. I..
CONFORM T0: DOUGLAS FIR -LARCH GRADED IN ACCORDANCE WITH THE i) WHERE ELEMENTS OF CONSTRUCTION ARE CALLED OUT BY BRAND NAME IN THESE DRAIUINGS,
U ALL CONSTRUCTION SHALL Rh1 U STRUCTURAL FRAMING SHALL B D
2013 CALIFORNIA RESIDENTIAL CODE (C.RC.) . STANDARD GRADING RULES OF THE WESTERN WOOD PRODUCT
5 ASSOCIATION. GRADES SHALL BE .THE DESIGN 15 BASED UPON STRUCTURAL VALUES PROVIDED BY THE MANUFACTURER EQUIVALENT
. PRODUCTS OF OTHER MANUFACTURERS MAY BE SUBMITTED TO THE ENGINEER FOR SUBSTITUTION .
- 2012 NATIONAL, DESIGN SPECIFICATIONS (ND5) AS FOLLOWS UNLE55 OTHERWISE NOTED ON THE DRAWINGS. p R O P I 3
.. . . .
-TMS 402-II/AGI 530-II/ASCE 5-il - -APPROVAL SUBMITTALS MUST CONTAIN LCB.O. REPORT OTHER ROOF OF EQUIVALENT
- ACI 318-I1 AND REVISIONS 4x MEMBi=RS NO.2 STRUCTURAL VALUES.
APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS 6x 4 LARGER MEMBERS NO. I (MIN.) .
2) SHEET METAS NANGI=RS, STRAPS, HOLD-DOIINS, ANCHORS, ETC CALLED OUT AS "SIMP50N
. EXTERIOR WALL STUDS NO.2 (MIN.) .
2) THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS, Tl= IOR BEARING WALL STUDS N0.2 (MIN.) REFER TO PRODUCTS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. ALL SUCH .
INTERIOR
PRODUCTS SHALL BE IN514LLED WITH THE MAXIMUM NUMBER OF FASTENERS GALLED IN THE
DEWATERING OF. EXCAVATION FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE, INTERIOR NON-BEARING WALL STUDS STUD GRADE ..
TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF 7NE WORK CURRENT 51MPSON CATALOG UNLESS GALLED OUT DIFFERENTLY IN THESE DRAWINGS.
GLU-LAM BEAMS 24F -V4 DF/DF, U.ON.. . . .
. TO ASSURE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK PARALLAM5 . E= 2000000 PSI
3) UNLE55 CALLED OUT OTHERWISE ON DRAWINGS, CONCRETE EXPANSION ANCHORS SHALL BE
. . . MICROLLAM5 E= 1,900000 PSI -
3) ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE AS AMENDED TO DATE. "KWIK BOLT II" . HI.. FASTENING SYSTEMS, LG$.0. "4621... .
LSL E: 1,100000 P511. ..
. BLOCKING STUD GRADE . DRAWINGS, MASONRY EXPANSION ANCHORS SHALL BE .
4) STANDARD DETAILS AND GENERAL NOTES ARE TYPICAL AND SHALL APPLY UNLESS - . . 4) UNLE55 CALLED OUT OTHERWISE ON . . .
OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME OT XGEED ll �% AT TIME OF INSTALLATION FOR SAWN "DYNABOLT. SLEEVE ANCHOR." BY ITW RAM ET / RED HEAD, I.C.B.O. "1312. .
. OTHERWISE NOTED OR SHOWN. DETAILS 2) MAXIMUM M015TURE CONTENT SHALL N E . - .
NATURE AS SNOUJ�1 FOR SIMILAR CONDITION. LUMBER
. NGS, SHOT PINS (POWDER ACTUATED FASTENERS) L
FA .
5) UNLESS CALLED OUT OTHERWISE ON DRAW(
SHALL BE AS MANUFACTURED BY NILTI, INC AS DESCRIBED IN LGB.D. REPORT X1290: PINS SHALL
5) THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL VERIFY ALL 3) ALL BEAMS INTENDED FOR EXTERIOR USE SHALL BE TREATED OR PROTECTED FROM TINE .
DIMENSIONS. ANY DISCREPANCIES SHALL BE CALLED TO TNI= ATTENTION OF.THE ENGINEER AND
ELEMENTS.
Bi= MINIMUM 0.145" DIAMETER AND PENETRATE AT FEAST 1-i/4" INTO CONCRETE UNEE55 NOtI=D
. BE RESOLVED BEFORE PROCEEDING WITH THE WORK.1. I .
OTHERWISE 1: I
AITG CERTIFICATES FOR GLUCAN BEAM5 SHALL BE PROVIDED TO THE BUILDING DEPARTMENT
4) 6) UNLE55 CALLED OUT OTPEW16E ON DRAWINGS EPDXY ANCHORS SHALL 15 ALL THREAD RODS .
. (o) NO STRUCTURAL. MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE PENETRATED UNLE55 AND ENGINEER PRIOR TO FABRICATION. .
SPECIFICALLY APPROVED BY THE MANUFACTURER OF THE PRODUCT. .
PE
IN SIMPSON 5Et HIGH STRENGTH EPDXY, I.C5.0. OER5219
.
.- 5) WOOD MEMBERS SHALL BE CUT OR NOTCHED ONLY AS SHOu�1 ON THESE DRAWINGS. .
W TH SE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT.WITH ANY . . .
. 1) HERE E WITH SSURI= SITE
SPECIFICATIONS; THE) NGINEER SHALL BE NOTIFIED FOR RESOLUTION BEFORE PROCEEDING �) BILL PLACES OR WOOD BEARING CN CONCRETE OR MASONRY SHALL BE PRE .
WORK1. PRESERVATIVE TREATED DOUGLAS FIR OR REDWOOD. 1) CONTRACTOR SHALL RECOGNIZE AND NOTIFY ENGINEER IF CLAYS OR SOILS; NOt,SUITABLE FOR :
THE PRESER vE .
.1. CONSTRUCTION; ARE PRESENT.. CONSTRUCTION SHALL NOT CONTINUE WITI 11HOUT APPROVAL BY THE .
8) THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS 1) SOLID BLOCKING SHALL BE INSTALLED BETWEEN JOISTS OR RAFTERS AT THE TOP. OF ALL ENGINEER
H 15 SHOWN THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR A ING AND SHEAR WALLS. .
OT ERW p SOLELY RESPONSIBLE FOR ALL BER 2) THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ..1. .
SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE1.
CONSTRUCTION MEANS, METHODS; TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION g) ALL PLYWOOD SHOWN ON THESE DRAWINGS SHALL BE G -D WITH EXTERIOR GLUE IN
ALL PROPERTY LINES AND CORNERS AND SHALL ENSURE TWAT CONSTRUCTION 15 WITHIN ALL
. TE
T SITE BY FIELD REPRESENTATIVES OF THE ENGINEER Do NOT INCLUDE INSPECTIONS APPLICABLE SETBACKS AND EASEMENTS. NORMAL WEIGHT. CONC.RE
VISITS TO HE ACCORDANCE WITH U.S. PRODUCT STANDARD PSI -95. ALL PANELS SHALL BE MARKED WITH AN .
OC DU S FOR SUCH METHODS OF CONSTRUCTION. ANY CATION INDEX ROOF PLY SHALL BE PANEL INDEX 24%0 U.ON.,
OF THE PROTECTIVE MEASURES OF THE PR E RE APA GRADE MARK WITH AN IDENTIFICATION
10 SHALL BET X 05ED ROOF OVERHANGS H ENTIRE AREA TO BE COVERED BY STRUCTURES SHALL BE CLEARED AND GRUBBED TO .1) CONCRETE SHALL CONFORM TO THE FOLLOWING: .
SUPPORT SERVICES PERFORMED BY THE 1=NGINEER DURING CONSTRUCT N FLOOR PLY SHALL BE PANEL INDEX 48/24 U.O.N.UO(PLYWOOD E. P 3) T E E RE . . .
FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED MAY BE C -G WITH EXTERIOR GLUE,) REMOVE SURFACE VEGETATION A5 REQUIRED.
DISTINGUISHEDM
YON S. THESE SUPPORT SERVICES WHICH ARE PERFORMED AFTER COMPLETION OF SLAB ON TYPICAL
. B TER N THE SAME AS SHALL CONFORM TO LOCAL GRADING ORDINANCES. GRADE SURROUNDING ANY .
ARE 50LEL1' FOR THE PURPOSE OF A5515TING IN QUALITY CONTROL AND I ) SHEATHING NAILINGAT EDGE OF ANY FLOOR OR ROOF OPENING SHALL BE 4) ALL GRADING CONCRETE GLASS GRADE FOOTINGS
CONSTRUCTION,10 E
CONT Ct DRAWINGS AND THEY DO NOT GUARANTEE I BUILDING STRUCTURES SHALL BE SLOPED A MINIMUM OF 590 AWAY FROM CNE BUILDING PAD AOR A MAXIMUM AGGREGATE SIZE 3/4" 3/4"
ACHIEVING CONFORMANCE WITH RA BOUNDARY NAILING. .
A NOT BE CONSTRUED A5 SUPERVI510N5 OF MINIMUM 10' IN ALL DIRECTIONS TO MAINTAIN SUFFICIENT DRAINAGE. WHERE PHYSICAL MINIMUM SACKS PER YARD 5 . 45
CONTRACTOR'5 PERFORMANCE AND SH LL O
ATNING GALLED OUT ON STRUCTURAL DRAWINGS SHALL HAVE A .
CONSTRUCTION, li) PARTIAL:SHEETS OF SNE OBSTRUCTIONS OR LOT LINES PREVENT THIS, AN ALTERNATE METHOD SHALL BE USED TO DIVERT MAXIMUM WATER/CEMENT RAT( +a 54 Ob0
. WITH A MINIMUM DIMEN61ON OF 2 FEET. . WATER U51NG A SCALE OR OTHER APPROVED METHOD. SLUMP -11 " 5" .
PSI 1
MINIMUM AREA OF 8 SQ: FT. N 5 .
IYE 5
ONS ARE REFERENCED FROM TOP OF.FINISH GROUND FLOOR ELEV. 0'-0", U,O.N. 8 M .
35" 5
11
. 9) ALL ELEVATIONS 2 DAY CO PRESS TRE GTH 2,500 2500 P
CON (TIONS ARE SHOWN ON THE DRAWINGS WOOD 5) THERE SHALL BE NO UTILITY TRENCHES WITHIN THE INFLUENCE ZONE OF THE FOUNDATION (A 45 .
12) EXCEPT WHERE MORE STRINGENT D .
OFFICIALS OR THE PROJECT DRAWINGS G SECTION 2301 CONVENTIONAL CONSTRUCTION pEGREE ANGLE PROJECTING FROM THE BOTTOM OF THE OUTER EDGE OF ANY FOOTING.) 2) ALL CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL VIBRATORS -
.10) ANY TESTING OR INSPECTIONS REQUIRED BY BUILDING OFF CONSTRUCTION SHALL COMPLY WITH 2010 CR , .
OR SPECIFICATIONS SHALL BE PERCORMED BY AN APPROVED. INDEPENDENT TESTING PROVISIONS, AS A MINIMUM.
.
LABORATORY. I MENTS OF THE CRC.
. SHALL CONFORM TO THE QU
3) ALL CONCRETE WORK RE RE
13) ENDS OF WOOD MEMBERS ENTERING MASONRY OR CONCRETE WALLS SHALL HAYS A1/2" AIR STUD BORING NOTCHING
. RD 318, LATEST EDITION, OF THE AMERICAN CONCRETE INSTITUTE
AND AGI STANDARD
11) OBSERVATION VISITS To THE SITE BY.THE ENGINEER SHALL NEITHER BE CONSTRUED AS . SPACE AROUND TOP, END, AND SIDES, UNLE55 WOOD IS TREATED WITH APPROVED ON- .: I WAELS
AN 3 4) CONCRETE AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL BE WELL
INSPECTION NOR APPROVAL OF. CONSTRUCTION. N B1= .
PRESERVATIVE. U BORED HOLES. MAY NOT EXCEED 2.1" DIAMTER FOR 2X4 D 3 FOR 2X6 STUDS
_ R . - 040.
5/S" MIN
. AND SHALL BE FROM EDGES. .11 I
GRADED SHRINKAGE GNARACTE ISTIGS SHALL BE LESS THAN 0
12) CONTRACTOR SHALL READ AND BE FAMILIAR WITH ALL FACETS OF THE PLANS AND 14) MAXIMUM M016TURE CONTENT FOR GLU -LAM BEAMS SHALL NOT EXCEED 1690. TYPE RA
. 5) PORTLAND GEMENT SHALL CONFORM TO ASTM G-150, TYPE I OR T II.
SPECIFICATIONS AND SHALL REQUEST CLARIFICATION A5 REQUIRED BEFORE COMM(=NGING1. 2J NOTCHES MAY NOT EXCEED 1.4 fN DEPTH FOR,2X4 AND 22 FOR 2X6 AND MAY
1 15) GLU-LAM BEAMS SHALL. A.I.T.C. INSPECTION AND BEAR AN A.I.T.C. STAMP. A COPY OF THE NOT XCEED 4" IN LENGTH. NOTCHING IS NOT ALLOWED ADJACENT TO BORING G-94 A5
TM E
A.I.t.G. INSPECTION CERTIFICATE SHALL BE SENT TO THE BUILDING DEPARTMENT. LOCATIONS. 6) CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ASTM AND A TM
13) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONSTRUCTION WHICH 15 IN DEVIATION FROM C-685. .
THESE PLANS. 16) MANUFACTURED LUMBER SHALL NOT BE NOTCHED, CUT OR DRILLED, EXCEPT AS SHOWN ON BEARING WALLS
DRAWINGS, WITHOUT THE APPROVAL OF THE ENGINEER AND THE BUILDING DEPARTMENT. I) BORED NOSES MAY NOT EXCEED 1.4" DIAMETER FOR 2X4 STUDS AND 22" FOR 2X6 1) ALL EMBEDDED ITEMS SHALL BE PLACED ACCURATELY AND SECURELY PRIOR
14) CONTRACTOR 15 RESPONSIBLE FOR THE CORRECT INSTALLATION OF ALL MANUFACTURED. BEGINNING CONCRETE EN
0 LAMS. ALL 0tH WEATHER UNLESS PRESSURE STUDS TO NNING GRET PLACEMENT.
PRODUCTS, INCLUDING BUT NOT LIMITED TO OSB, TI -]1, PARALLAM5 AND MICR L 11) MANUFACTURED LUMBER SHALL NOT BE EXPOSED T E
INSTALLATIONS SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. TREATED OR OF A DURABLE SPECIES. S) CONSTRUCTION JOINTS SHALL BE LOCATED SO AS NOT TO IMPAIR THE
. . STRENGTH OF THE STRUCTURE. JOINTS SHALL BE ROUGHENED AND CLEANED
15) UNLESS CALLED OUT A5 FUTURE, EXISTING OR NOT -IN -CONTRACT, EVERYTHING SHOWN ON THESE lg) SUBMIT COMPLETE :;LU -LAM BEAM SHOP DRAWINGS TO THE ENGINEER AND TO THE BUILDING
PRIOR TO SUCCEEDING POUR FOR JOINTS IN ELEVATED SLABS CONCRETE E
DRAWINGS SHALL BE PROVIDED AND INSTALLED AS PART OF THE WORK OF THE PROJECT. . DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. REINFORCING STEEL BEAMS, OR SHEARWALL FOOTINGS, CONTACT ENGINEER
. .. NTI VERED ' 1) REINFORCING STEEL SHALL BE DEFORMED CONFORMING TO A5TM A(I . .
16) ALL CONDITIONS SNOIIN OR NOTED AS EXISTING ARE BA5ED ON THE BEST INFORMATION 19) SIMPLE SPAN GLU-LAM BEAMS SHALL BE COMBINATION 24F -V4 D.F/DF. CA LE ,9) ALL GROUT SHALL BE NON-METALLIC, NON -SHRINK, HIGH STRENGTH GROUT AS
�N7 Y AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY 15 GLU-LAM BEAMS SHALL BE COh181NATI0N 24F -V8 DFJDF. 2) WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE INDICATED ON THE APPROVED BY THE ENGINEER .
CURRENTLY .
IMPLIED AS TO THEIR ACCURACY. CONTRACTOR IS TO FIELD VERIFY ALL CONDITIONS. SHOULD .. DRAWINGS AND SHALL BE IN COMPLIANCE WITH AW5 D1.4 AND ASTM A615. PROVIDE WELDING .
P
FROM THE CONDITIONS SHOWN HEREIN THEY SHALL N MILL TEST REPORTS FOR ALL REINFORCEMI=NT 70 BE WELDED. ENGINEER SHALL` 10) REINFORCING AND EMBEDMENT ITEMS SHALL BE FREE OF EXCESSIVE SCALE
CONDITIONS BECOME APPARENT WHICH DIFFER R 20) CANTILEVERED ENDS OF GLU-LAM BEAMS SHALL NAVE NO CAMBER PROCEDURE AND M L
ATTENTION OF THE ARCHITECT OR ENGINEER THE ARCHITECT OR APPROVE WELDING PROCEDURE AND MILL TEST REPORTS PRIOR TO EXECUTION OF WELDING. OR RUST, DIRT, GREASE, OIL OR ANY OTHER SUBSTANCE THAT WILL IMPAIR BONA
BE BROUGHT TO THE IMMEDIATE PPR
MAY THEN PREPARE ADDITIONAL DRAWINGS A5 MAY BE NEEDED TO ACCOMMODATE 2U COAT NOTCHED OR DRILLED PRESSURE TREATED 1000D WITH COPPER NAPTNENATE . . .
WITH CONCRETE.
ENGINEER
THE NEW CONDITIONS. CONTAINING 2% COPPER METAL AND APPLIED WITH REPEATED BRUSHING, DIPPING OR SOAKING. 3) LAP SPLICES FOR REINFORCING SHALL BE 40 BAR DIAMETERS OR 24" MINIMUM UNLE65 SHOWN
E
OTHERWISE ON THE DRAWINGS. WIRE BARS TOGETHER AT CAP5 OR SPLICES. HOOKS SHALL BE 12) ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED
FASTENERS cRc stANDARD HooKS FIGURE 86115.4(3) UNLE55 SHOWN OTHERWISE. : BEFORE POURING CONCRETE. .
FOUNDATION UNLE55 OTHERWISE
) BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A301 MACHINE BOLTS LE "MANUAL OF 13) HOLDOWN LOCATIONS SHOWN ON THE FOUNDATION PLAN ARE APPROXIMATE.
FOUNDATION 5010 STRATA IS NATIVE SOIL OR.ENGINEERED FILL AS PER THE PROJECT SOILS 1 B ANCE WITH THE REQUIREMENTS OF THE LATEST . 4) REINFORCING SHALL BE FABRICATED AND PLACED ACCORDING TO CR51, MA
1) FOUND T 4 NOTED. BOLTS SHALL BE INSTALLED IN ACCORD .
APPLICABLE. THERE ARE ANY DISCREPANCIES BETWEEN THE SOILS REPOR THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATIONS BASED. ON THE
REPORT WHEN APDL EDITION OF THE NATIONAL DE51GN SPECIFICATION FOR'WOOD CONSTRUGtION'BY THE NATIONAL STANDARD PRACTICE
ED LENGTH of SHEAR WALLS; THE TYPE OF HOEDOWNS 4 TH1= MANUFACTURER'S '
THESE PLANS, THE SOILS REPORT SHALL GOVERN. 0 UGTS ASSOCIATION. BOET HOLES SHALL BE 1/16 INCH LARGER THAN BOLT . .
. .. FOREST PRD ND OtNER INSERTS SHALL BE WELL SPECIFICATIONS. .
. 5) ALL REINFORCING STEEL; DOWELS, ANCHOR BOLTS A . 1.. . .
. DIAMETER .
: ONE PROVIDED IN LAGS PRIOR TO CONCRETE OR GROUT POUR ADEQUATE SUPPORTS SHALL BE
SOILS INVESTIGATION OR GEOTECHNICAL REPORT N PR SECURED P
CAL, PLUMBING; AND ELECTRICAL DRAWINGS FOR ALE
.I. 1.ASTER ETC. VI FOR ALL REINFORCING STEEL. . .
. .
TIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, . , , . PRO DED
OETS SHALL BE RE 14) REFER TO MECHANICAL, .
N WHEN SOIL TSTING IS REQUIRED. IN 2) ALL B PES, CONDUITS, AND OTHER INSERTS EMBEDDED OR CAST WITH CONCRETE
401.4 THE BUILDING OFFICIAL SHALE DET)=RMI E P .
. . I) PER CRC R B .
. . ..
. GEOTECHNICAL REPORT THE FOLLOWING ALLOWBLE SOIL BEARING VALUE
5 N INFORCING STEEL AND FACE OF CORING SHALL NOT E AELOWED WITHOUT THE ENGINEERS AP ROYAL
U OF A COMPLETE GEoTE 5 5 OR EQUIVALENT CUT PLATE WA5HERS UNDER NUTS AND 6) THE FOLLOWING MINIMUM CLEAR 015TANCES BETUJEE, RE .
LIE 3) PROVIDE MALLEABLE IRON WA HER
. .1. CONCRETE SHALL BE MAINTAINED UNLE55 NOTED OTHERWISE 1. P
SHALL BE USED PER CRC TABLE 8401.4 AG SCREW HEADS WHICH BEAR ON WOOD.
BOLT OR L 16) ADMIXTURES TO BE USED SHALE BE SUBJECT TO PRIOR A PROVAL BY THE
.
. S
.. .. RE G DE
S TO LIT 1000D MEMBERS, NAIL HOLES 5HALE 15 PRE B SLABS ON RA CENTER OF LAB ENGINEER
CRYSTALLINE BEDROCK 12 000 P 4) WHEN REQUIRED NAILING TEND P1.
SE 4,000 PSF . CONCRETE BELOW GRADE, FORMED 2 T LEAST THE .
SEDIMENTARY AND FOLIATED ROCK
0 15�o OF THE DIAMETER. EARTH) 3 17) CONCRETE SHALL BE CURED WHILE IN A M01$T CONDITION FOR A
$AN Y GRAVES AND/OR GRAVES
3,000 PSE T .. CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EAR
___ D FIRST. SEVEN ll) DAYS AFTER PLACEMENT. METHODS FOR ACGEEERATED CURING
. 010 CRC_ -)NCRETE EXPOSED TO IUEATHER 3 .
C AYE SAND OM LY WITH TABLE 2304.9.1 IN THE 2 CON RE E
SAND, SILTY SAND, L Y AI ING NOT SPECIFICALLY INDICATED SHALE G P .
5) N C ING 2" SHALL HAVE PRIOR APPROVAL OF THE ENGINEER, AND SHALL MEET CONDITIONS
C AY GRAVEL 2 000 F'SF .. BEAMS AND COLUMNS PRIMARY REINFORC
. SILTY GRAVEL AND L ED .
5 1 5 AND TIES I/2
CLAY 15E. NAILING SHALE BE PER THE BEAMS AND COLUMNS T RRUP I OF ASTM 6308. .
CLAY SANDY CLAY, SILTY L COMMON NAIES UNLESS NOTED OTHERWISE.
. 6) ALL NAILS SHALE BE . .
1500 PSF TAILS. U ING CONCRETE. .
CLAYEY SILT SILT ANP SANDY SILT T UNLE55 NOTED OTHERWISE ON THE PLANS AND DE
TABLE PROVIDED THIS SHEET, , IS) REMOVE ALL DEBRIS FROM FORMS BEFORE PO R
.1. ETERMINE5 OTHERWISE .. .
UN S5 BUILDING OFFICIAL D 7) ALL REINFORCING STEEL SHALL GRADE 40.
LE ..
. .. .
.
. " .
_ 0.131 x 2 I/2 A S THAT 19) NO WOOD SPREADERS OR WOOD STAKES ALLOWED IN CONCRETE
. . N 501L STRATA OR ENGINEERED ad COMMON . SHA E BE GEEANED OF LOOSE FLAKY RUST, GREASE OR OTHER MATER( L .
. . 5 SHALL BEAR ON Flf�"I; UNDISTURBED FOUNDATIO . . 8) ALL BARS L .
2) FOUNDATION ... . 10d COMMON = 0.148" x 3" .
. ,; R BOND. '-0"
FILL. ON =0.148" x 3 I/4 MAY. IMPAIR 20) MAXIMUM FREE FALL OF CONCRETE SHALL BE 8 .
12d COMM
. . . . . . .
1.6d COMMON = 0.162" x 3 1/2�� U .
GS INDICATE THE 1 IC TO BE ASTM A185. LAP 1 1/2.5PACE5, 9" MINIMUM FOR STRUCT AL SERBS . .
) TN DEPTHS OF BOTTOMS OF FOOTINGS AS SHOWN ON THESE DRAWIN 9) WEEDED WIRE . - . .
3 E 2U CONCRETE SHALL BE READY -MIXED PER ASTM C 94 .
THS. ANUFAGTURED BY 51MPSON .
ESTIMATED MINIMUM FOUNDATION DEP. CONNECTING HARDWARE SPECIFIED 15 M
. 1) ALL PREFABRICATED C NNE
. . . G WITH WI FABRIC REINFORCEMENT SHALL CONFORM TO A5TM A185 STANDARDS FOR COLD O
. UNC)=5S OTHERWISE NOTED. INSTALL IN ACC E 10) WELDED RE
COMPANY SAN LEANDRO, CALIFORNIA, OVERLAP MEASURED BETWEEN 22) WHEN COLD WEATHER CONDITIONS EXIST, PLACE CONCRETE ING NPLIANCE
5 SHALE BE LEVEL. CHANGES IN FOOTING ELEVATIONS HALL BE U S. DRAUJN STEEL WIRE. SPLICES SHALL BE MADE 50 THAT THE vERL
4) THE BOTTOM OF ALL FOOTING THE MANUFACTURERS INSTRUCTIONS FOR MAXIMUM RATED VALE .
WINGS. OuT OST CROSS WIRES OF EACH FABRIC SHEET 15 NOT LE55 THAN THE SPACING OF THE CROSS WITH CRC. 1905.12
MADE USING THE STEP. FOOTING DETAIL ON THESE DRAWINGS. 1.ERM .
YIELD 5TRENGTH TO BE 60 K51. NC
THE SAME DEPTH AND DIAMETER A5 THE WIRES PLUS TWO (2) INCHES.
S o AG SCREW SHANKS SHALL BE BORED23) WHEN NOT WEATHER CONDITIONS EX15T, PLACE.CONGRETE IN COMPLIANCE. .
SS OTHERWISE INDICATED ON THESE 8) HOLE F R L O 10% OF THE OF
7 FOOTINGS UNDER WALLS OR COLUMNS UNLESS OF THE SCREW SHALL BE BORED T
5) GEN ER SHANK THE REMAINING DEPTH OF PENETRATION.
A AT EEECTRICAE SERVICE LoC4TION5, AND STUB UP REBAR WITH GRC. 1905.13: REINFORCING SHALL BE KEPT COOL DURING PLACEMENT
. .
DRAWINGS. II) PLACE 2ol-0" LENGTH OF REB R
. SHANK DIAMETER _ .
_ . ABOVE THE CONCRETE NEAR SERVICE METER CONCRETE �" M
FORE CAGING
MOVED FROM FOOTING EXCAVATION BE P BEARING ON FLATTENED SUR(=AGE
6) ALL WATER 4 ORGANICS SHALL 8E RE C WS SHALL HAVE WASHERS WHICH HAVE FULL BEAR
9) ALL LAG 5 RE r :l-� fir. •,_.
12) ALL BENDS SHALL BE `MADE GOLD. ; - _r .r
CONCRETE. OF THE WOOD MEMBER
r r.[ j
. - ,.1. 11 .. .
5 ON5IBLE FOR HAMMER.. OF REINFORCING SHALL BE CONSIDERED A MAXIMUM. .
1) OWNER/DEVELOPER AND APPROPRIATE SUBGONTRACTOR(S)RRE REP E TURNED INTO HOLES WITH A WRENCH NOT DRIVEN IN WITH A N 13) SPACING
ICA LE) PRIOR TO COMMENCING GONSTRU
CTION. 10) LAG SCREWS SHALL B
VIEWING THE SOILS REPORT (IF APPL B "h s - ,:rti
T. a r „4r 7", rte' " 1° a ., „,
0 TION OF THE SHANK SHAEL BE THE SAME b -
11) THE CLEARANCE HOLE FOR THE UNTHREADED P R
r� s
. 8) FOR P05T-TENSIONED FOUNDATION SYSTEMS, REFER TO DESIGN 4 DRAWINGS BY OTHERS. . . .
. . DIAMETER AS THE SHANK .
HAIL.
A REQUIRE SPECIAL INSPECTION BY A QUALIFIED DE51GN ATER-
THAN THE DIA. MATER OF THE WASHER .
9) SOIL FILEOYER 12 5 L 12) ALL COUNTER SUNK HOLES SHALL BE 1/8 DIA. GRE
I.
III
I I
I
I I
II
PROFESSIONAL COUNTER SINK HOLES SHALL NOT BE oVERDRILLED.
. - PE.
f3MIT # .
WI H SERVE -TREATED WOOD SHALL BE OF NOT DIPPED �Trcc_uEVIEED FOR S�Rv1' -`>
13) FASTENERS IN CONTACT T PRE REVIEW
. XINC-COATED GALVANIZED STEEL, STAINL)=55 STEEL, SILICON BRONZE OR COPPER EXCEPTION: _ COPE
CQm LIq(\g�a ,,
.
. 1/2" DIAMETER OR GREATER.STEEL BOLTS. ---
. DAl'F2! -/% -
AUSMUS
imr, I'll `_ , I I J
AU5MU5 ENGINEERING
15 JOHNNY LANE CPICO,
CA 959'13
PN: (530) 656-8211
erlcausmusfgma I I.com
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