HomeMy WebLinkAboutB15-2097 000-000-000GENERAL NOTES:
1. ALL WOR} ON THIS PROJECT SHALL CONFORM. TO THE ADOPTED EDITIONS
OF THE 2.70 CBC... 2013 CMC ,
CPC ,THE CALIF. ELECT.
CODE AND 2l CALIF. ENERGY STANDARDS.
V 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 T0. 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 OR I� CALLED SHALL
FOREANDTHE
SAME SHALL BEAAPPROV EDS 8 �THESIMILAR
ES GN CONDITIONS THAT ARE
SHO
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 STRUCTUfE 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. WRITTEN CONSTRUCTION
ON OF THE DOCASE ES GNER DEVIATE
OR LOCAL BUILLDINIGNOFFIC WN WITHOUT EXPRESS
AL.
NOTCHING ./ BORING IN WOOD MEMBERS
1. BORED HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF. THE STUD WIDTH
HOLES IN NON BEARING WALL STUDS SHALL NOT EXCEED 60% OF THE STUD WIDTH. IN NO
CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF A STUD
HOLES SHALL NOT BE LOCATED IN ANY STUD AT A SECTION AT A SECTION' WITH A CUT
OR A NOTCH
2. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH OF THE JOIST
DEPTH HOLE
JO STD AIND DIN THE DIIAISTS METERHOFLANYYTBE HOLEWSHALL2NOTFTHE EXCEED01/3R THE OR DEPTHOM
THE
ANDSHALL IN NOTTHE TOP ORBE LOCATTEDBION TOM OF THE HE MIDDLETHIIST RD OFALL THENOT JOIST X D 1/6
OF SPAN
3. NOTCHING IN EXTERIOR WALLS AND BEARING PARTITIONS SHALL NOT EXCEED 25% OF THE .
STUD WIDTH. CUTTING OR NOTCHING OF STUDS IN NON BEARING PARTITIONS SHALL NOT
EXCEED 40% OF THE STUD WIDTH.
PLYWOOD NOTES
1. GENERAL PROVISIONS ,
A: IDENTIFICATION REQUIREMENTS EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE
TRADEMARK OF THE AMERICAN PLYWOOD ASSOC., AND SHALL MEET .THE REQUIREMENTS
OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS -1 OR ONE OF APA'S
PERFORMANCE STANDARDS.
B: PANEL THICKNESS, GRADE AND GROUP NUMBER OR SPAN RATING SHALL BE AT LEAST
EQUAL TO THAT SHOWN ON THE DRAWING. APPLICATIONS SHALL BE IN ACCORDANCE
WITH RECOMMENDATIONS AO THE AMERICAN PLYWOOD ASSOC.
C: NAILS AT PLYWOOD PANELS SHALL HAVE 3/8" EDGE DISTANCE AND NAIL HEADS
SHALL NOT PENETRATE THE FACE OF THE PLYWOOD
D: PLYWOOD PANELS SHALL BUTT AT CENTERLINE OF SINGLE SUPPORTING MEMBER
WITH EDGE NAILING FROM EACH PANEL INTO THAT MEMBER. �.
E: NO PIECE OF PLYWOOD, FLOOR, OR WALL SHEATHING SHALL BE LESS THAN 3/8"
THICKNESS
2. ROOF SHEETING
A. PANEL ROOF SHEETING SHALL HAVE, 1/2" CDX OR 5/8" CDX APA SHEETING EXP (1)
SEE PLANS. INSTALL WITH THE LONG DIMENSION OF THE PANEL ACROSS THE
SUPPORTS EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS OVER TWO OR MORE
SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/4" SPACING AT PANEL EDGES
NAIL WITH 8d NAiLS @ 6"/l2" O.C.
3. SUB FLOORING
A. PANEL SUB FLOORING SHALL BE 3/4" CDX APA RATED STURD-1 FLOOR EXP (1)
UNLESS OTHERWISE NOTED ON THE PLANS. INSTALL WITH LONG DIMENSION OF THE
PANEL ACROSS THE SUPPORTS, EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS
OVER TWO OR MORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/8"
SPACING AT PANEL EDGES GLUE AND NAIL ATOP FLOOR JOISTS WITH 10d RING
SHANK NAILS @ 6,10 O.C. GLUE SHALL MEET APA SPECIFICATION.
4. SHEARWALLS
A. PANEL
ASHEETING
SHALL
(SEE PLANS)BNAILAPA
PERRATED
PIANSSHEETING EXP (1) OR 5/8" T-111
PLYWOOD PANE
BRICK VENEER
1. PROVIDE HORIZONTAL NO. 9 GA WIRE IN BED JOINTS AT 18" O.C. PROVIDE 22 GA. x
3/4" TIES AT 16" O.C. AT BED JOINTS CONTAINING NO. 9 GA. WIRE, ANCHOR TIES SHALL
HOOK AROUND NO. 9 GA. WIRE NO. '9 GA. JOINT REINFORCEMENT SHALL BE
CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED
STAIR NOTES
1. ALL STAIRWAYS SHALL HAVE A MINIMUM FINISHED WIDTH OF 36" THE MAXIMUM RISE
SHALL BE 7 3/4" AND MINIMUM TREAD RUN SHALL BE 11"
2. HANDRAILS MAY PROJECT INTO THE REQUIRED STAIRWAY WIDTH A DISTANCE OF 3-1/2"
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
STATE RESPONSIBILITY AREA
1. DRIVEWAYS MAY ONLY SERVE SINGLE PARCELS
2. ALL DRIVEWAYS SHALL PROVIDE A MINIMUM 10' TRAFFIC LANE AND UNOBSTRUCTED
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' TURNOUT5 SHALL BE
PROVIDED AT 400' INTERVALS
4. A TURNAROUND SHALL BE PROVIDED TO ALL BUILDING SITES ON DRIVEWAYS OVER 300'
IIN LENGTH AND SHALL BE WITHIN 50' OF THE BUILDING
5. THE SURFACE SHALL PROVIDE UNOBSTRUCTED ACCE55 TO CONVENTIONAL DRIVE
VEHICLES• INCLUDING SEDANS AND FIRE ENGINES. SURFACES SHOULD, BE ESTABLISHED IN
CONFORMANCE WITH LOCAL ORDINANCES, AND BE CAPABLE OF SUPPORTING A 40,000 POUND
LOAD. 4" OF CLA55 2 AGGREGATE BASE SHALL BE REQUIRED FOR ALL DRIVEWAYS,
TURNAROUNDS AND TURNOUTS.
6. DRIVEWAY GRADE5 SHALL NOT EXCEED 15% WITHOUT BEING PAVED. GRADES OVER 15%
SHALL HAVE 4" OF CLA55 2 AGGREGATE BASE AND 2" OF ASPHALT. NO DRIVEWAY SHALL
EXCEED 20%.
7. NO DRIVEWAYS SHALL HAVE A HORIZONTAL RADIUS. OF CURVATURE OF LE55 THAN 50'
AND ADDITIONAL SURFACE WIDTH OF 4' 5HALL.BE ADDED TO CURVES OF 50-100 FEET
RADIUS: 2 FEET TO TH05E FROM 100-200 FEET.
8. THE LENGTH OF VERTICAL CURVES iN ROADWAYS. EXCLUSIVE OF GUTTERS, DITCHES,
AND DRAINAGE 5TRUCURE5 DESIGNED TO HOLD OR DIVERT WATER, SHALL BE NOT LE55
THAN 100'.
9. TURNAROUNDS ARE REQUIRED ON DRIVEWAYS AND,DEAP-END ROAP5 AS SPECIFIED
HERE. THE MINIMUM TURNING RADIUS FOR TURNAROUND SHALL" BE 40' FROM THE CENTER
LINE OF THE ROAD. IF A HAMMERHEAD -T 15 USED, THE TOP OF THE "T" SHALL BE A MINIMUM
OF 60' IN LENGTH.
10. TURNOUTS SHALL BE 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 (BRIDGES,
CULVERTS, AND OTHER APPURTENANT STRUCTURES WHICH SUPPLEMENT THE ROADWAY BED
OR SHOULDERS) SHALL BE CONSTRUCTED TO CARRY AT LEAST THE MAXIMUM LOAD AND
PROVIDE THE MINIMUM VERTICAL CLEARANCE AS REQUIRED BY VEHICLE CODE SECTIONS
35550, 35750, AND 35250. ALL BRIDGES SHALL BE CERTIFIED BY A REG15TERD CIVIL
ENGINEER.
-APPROPRIATE SIGNING, INCLUDING BUT NOT LIMITED TO WEIGHT OR VERTICAL
.CLEARANCE LIMITATION, ONE-WAY ROAD OR SINGLE LANE CONDITIONS, SHALL REFLECT THE
CAPABILITY OF EACH BRIDGE.
-A BRIDGE WITH ONLY ONE TRAFFIC LANE MAY BE AUTHORIZED BY THE LOCAL
JURISDICTION: HOWEVER, IT SHALL PROVIDE FOR UNOBSTRUCTED VISIBILITY FROM ONE END
TO THE OTHER AND TURNOUTS AT BOTH ENDS.
GATE STANDARDS
1. GATE ENTRANCES SHALL BE AT LEAST TWO FEET WIDER ON BOTH EN05 THEN THE
WIDTH OF THE TRAFFIC LANE(5) SERVING THAT GATE.
2. ALL GATES PROVIDING ACCE55 FROMA A ROAD TO A DRIVEWAY SHALL BE LOCATED AT
LEAST 30' FROM THE ROADWAY EDGE AND SHALL OPEN TO ALLOW A VEHICLE TO STOP
WITHOUT OBSTRUCTING TRAFFIC.'
3. WHERE A ONE-WAY ROAD WITH A SINGLE TRAFFIC LANE PROVIDES ACCE55 TO A
GATED ENTRANCE, A 40' TURNING RADIUS SHALL BE USED.
SIGNAGE & BUILDING NUMBERING
1. TO FACILITATE LOCATING A FIRE AND TO AVOID DELAYS IN RESPONSE, ALL NEWLY
CONSTRUCTED OR APPROVED ROADS, STREET, AND BUIDING5 SHALL BE DESIGNATED BY
NAMES OR NUMBERS. POSTED ON SIGNS CLEARLY V1515LE AND LEGIBLE FROM THE
ROADWAY, THIS SECTION SHALL NTO RESTRICT THE SIZE OF LETTERS OR NUMBERS
APPEARING ON STREET SIGNS FOR OTHER PURPOSES.
ADDRESSING
1. ALL BUILDINGS SHALL BE 155UED AN ADDRESS BY THE LOCAL JURISDICTION WHICH
CONFORMS TO THAT JURI50ICTION'5 OVERALL ADDE55 SYSTEM. ACCESSORY BUILDINGS WILL
NOT BE REQUIRED TO HAVE A SEPARATE ADDRE55: HOWEVER. EACH DWELLING .UNIT WITHIN
A BUILDING SHALL BE SEPARATELY IDENTIFIED.
2. THE SIZE OF LETTERS, NUMBERS AND SYMBOLS FOR ADDRESSES SHALL BE A MINIMUM
OF 3" , 3/8" STROKE, REFLECTORIZED, CONTRASTING WITH THE BACKGROUND COLOR OF THE
SIGN.
3. ALL BUILDINGS SHALL HAVE A PERMANENTLY POSED ADDRESS, WHICH SHALL BE
PLACED AT EACH DRIVEWAY ENTRANCE AND VISIBLE FROM BOTH DIRECTIONS OF TRAVEL
ALONG THE ROAD. IN ALL CASES, THE ADDRESS SHALL BE POSTED AT THE BEGINNING OF
CONSTRUCTION AND SHALL BE MAINTAINED THEREAFTER. AND THE ADDRESS SHALL BE
VISIBLE AND LEGIBLE FROM THE ROAD ON WHICH THE ADDRESS 15 LOCATED,
4. ADDRESS SIGNS ALONG ONE-WAY ROA05 SHALL BE VISIBLE FROM BOTH THE INTENDED
DIRECTION OF TRAVEL AND THE OPPOSITE DIRECTION.
5. WHERE MULTIPLE ADDRE55E5 ARE REQUIRED AT A SINGLE DRIVEWAY. THEY SHALL BE
MOUNTED ON A SINGLE POST.
6. WHERE A ROADWAY PROVIES ACCESS SOLEY TO A SINGLE COMMERCIAL OR INDUSTRIAL
BUSINESS, THE ADDRE55 SIGN SHALL BE PLACED AT THE NEAREST ROAD INTERSECTION
PROVIDING ACCE55 TO THAT SITE.
WILDLAND URBAN INTERFACE
GROUP U ACCESSORY STRUCTURE
1) UNIHABITABLE GROUP U ACCE55ORY SRUCTURE5, IF LOCATED 50' OR
GREATER THAN HABITABLE STRUCTURES MAY BE DESIGNED WITH
EXEMPTIONS REQUIRED BY THE STATE FIRE MARSHALL.
2) GROUP U ACCESSORY STRUCTURES LESS THAN 120 SQFT ARE EXEMPI_
IF MORE THAN 30' FROM ANY HABITABLE STRUCTURE
RESIDENCES
1) ALL VENTS SHALL HAVE A MINIMUM NON-COMDU5TA6LE OPENING 5IZe
OF 1/16" AND MAXIMUM OPENING 51ZE OF 1/8"
NEVA 1/16" _ .5
NFVA 1/8" _ .8
2) PROVIDE ONE LAYER OF NO. 72 ASTM CAP SHEET UNDER FLASHING
RUNNING THE FULL LENGTH OF VALLEYS
3) GLAZING IN GARAGE DOORS SHALL BE DUAL PANE TEMPERED
FT ER SCHEDULE
FASTENER
MASONRY
113DGE FIELD
BUILDING ELEMENT
NO. AND TYPE 00
SPACING
4
T. MASONRY UNITS SHALL BE GRADE N, F'M=1500 PSI CONFORMING TO THE
0D41-OD99ilaM2V4'
3
6
ST
FARIM
b
REQUIREMENTS OF ASTM -90 AND THE C.B.C. U.N.O.
19/32' ad 5B'
ROOF
3
6
Stcpie 5 ad 16 go 7
2. MORTAR SHALL BE TYPE S AS DESIGNATED AND THE CALIF. BUILDING CODE
6
I. ElDOKI16 Mill JOISTS OR RAFTERS TO TOP PUTS, TOE WL
3-N D U2' X 01137
-
2387 ad 3W
St 1* 4 9a 7
3
6
S" 5 go WV
3
8
3. GROUT BE COARSE GROUT AS DESIGNATED BY THE C.B.C. AND SHALL DEVELOPE
4
2CEa1H6JDt5151i7RA7E,TOEW1lL
38OC1VrXU]8)
_
8
.SHALL
A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS
Stools K 9a 24W
iaL* 75 rrA1rKi®1nP14tNaR/MLV50VBtP/RiMFAaML
3-iOD
-
4
5. BLOCKS SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE.
5tcple 5 go 2x14'
4OxUIt1E0RR�F18IFiiGEW1ORt V4''106A5s1111�51RIP
3IODa•x0no7
-
4
6
MATERIAL DESCRIPTION
5.RAF16tORR00FMWTORnTOE MAL
SPACING`
2TOEW�L50Hp�g
nom UN williluummm
6. SPECIAL INSPECTION PER UBC CHAPTER 17 SHALL NOT BE REQUIRED FOR THE WORK
84'A1D5116'
Hreq
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135'
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etri,Wam
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ON THIS PROJECT
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exposure for Current information on approved materials
California
UEVELOpMENT
6-ROOFRAFIERS1pR1 vM1PrORHPRAFiHb1OENAIFAOE
4N0VZXOW)
6
Staph I6 9a V8' long OWk cod
REINFORCING STEEL
6
5011: RATE TO JOIST OR 11MIl B, AT WWM YlALL PMIS
3-1154 VI' X 0.13.5)
'
3
1. REINFORCING STEEL TO CONFORM TO ASTM A615 AND BE INTERMEDIATE GRADE DEFORMED
Staple *gt 718' bS 3W arae+
WALL
6
`
6d rtg-9 m ed IndsrlafM ill
b
10
Stale 16 go WB"lag 3/8' van
3
6
V ad SW
BARS- TYPE N GRADE 40
6
1ULT-P5M5 lillME
Il XOM
2,0f
6
8.lelftlN65ND5At1Nt13Z5EGTtNG Ill toRNBtSFAGENNL
16Dt3V2'X0135)
12'0L.
2. WELDED STEEL WIRE MESH SHALL BE 6"x6" W1.4xW 1.4 WWM AND SHALL CONFORM TO
THE REQUIREMENTS OF ASTM 11185
tBLTtFWA R2PEf.ES
16o13V7X01)
VXAIDN6ERfD6E
3. UNLESS 'NOTED REINFORCEMENT BARS TO BE .LAPPED MINIMUM 40 BAR DIAMETERS
I0.00NTi1,110HEM21`1E0
11500V7x0135')
Ill AL* EhEXE
tCOMM IfJMTOSIM, TOE Ili
4 -6d (2 -1/1'X0113)
-
4. BENDS IN REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-89
i21701Q1iS=FACE Kill
.cc
5. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF BAR
IOd(37c0J23)
24! 06
AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED OTHERWISE CONCRETE SHALL
B.DllTOPliFACE NAIL
BE 3" WHERE CONCRETE IS PLACED DIRECTLY AGAINST EARTH AND 2" WHERE CONCRETE
14-WHETOP&HIIII24'OFF3i0FEAEIV Mt5,FACENLL*
64604n'X0WI
-
IS EXPOSED TO EARTH BUT IS AGAINST FORMS SLABS ON GRADE SHALL HAVE REINFORCING
AT MID DEPTH U.O.N.
5. SIM RATE TO JOIST ORMOM, FACENAIL
Ibd%TX01w)
Fix
16.MfFLAMTOXISTOR1.00MATFAcmWILLS FMeS
6. SPLICES IN CONTINUOUS REINFORCING SHALL HAVE A LAP OF 40 BAR DIAMETERS
CONCRETE CONSTRUCTION EXCEPT WHERE SHOWN OTHERWISE. HORIZONTAL
17.5TUDTOWFLATETMIllk
Sd Xo'
OR 24bd3X0135•
-
MINIMUM IN
LAPS IN ADJACENT BARS SHALL BE STAGGERED 5'-0" MINIMUM. VERTICAL BARS SHALL
BE ONE PIECE STAGGERED.
18. TW OR WE RATE TO5TID,BVMIL
2461,Xo13).
-
?LT0PLK1E%LAP5ATOORt105ATN0SWIONS+fAt> WL
merlxowl
-
ROUGH CARPENTRY
20. r 01i16.0Oa TO Da 5W XV MAX, FADE ML
2-W 23TARE5O3/4'
2L rw SNt rm To EA mm *, FAa mL
2fii+INS li
1. IN ADDITION TO FRAMING OPERATIONS NORMAL TO THE FABRICATION AND ERECTION
221'X8'5HEATiNN6T0EAIBFJWN6,FAGENML
3.5TAH.15WT
_
INDICATED ON THE DRAWINGS INSTALL WOOD BLOCKING AND BACKING REQUIRED FOR THE
23."MR TWWI'XS 9EAM *TOEAIfARllFAOENAIL
2I XO
4-STAPL5 We
_
WORK OF OTHER TRADES
FLOOR
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
24. J015T TO %L OR 61M TM WL
3-6d(2tTX0113)
DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER
25rtlK �lsrT4>nptu>I;TOEwIt �aaoFAr�rATatKs
8a047X001
11
BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IT SHALL BE USED
IN SPECIFIC .LOCATIONS AS FOLLOWS.
2fi.RIMJOISTORBLOOKIN6T05111 fl,TOE HAIL
8d (2-V1'Xo1p)
b`oc•
* IN INTERIOR OR EXTERIOR STUD WALLS AT CEILING AND FLOOR LEVELS
2-Od 2-1/7XWIT)
* IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT
n1716'5tUWXORLMTOEA.lo1ST,FAIT IW.
2 -STARS W
THE MAXIMUM DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 10'-0"
28.751�iA'>Rrp hl5TOR61RD�eLI�IOMbF,�GENML
246d04il'X0135)
-
* AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS
* BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NON COMBUSTIBLE
29.7FLWSMM 4BEMi-Fl.00Rti+OOF)
2-Ibdp-U1'Xo135)
IN SPACES
SUPPORTS OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO
NAM rALAYMAS
FCX.W/4S.B2'OGAl*
THE WOOD FRAMING SHALL .BE USED
ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE SUCH AS HOLES FOR,
30.aAT4P61ROER5tBEM45,711HOatLAY6t5
I0dt3`X0120
rr,,AIiS�ri90s�ir
PIPES SHAFTING BEHIND FURRING STRIPS AND SIMILAR PLACES WHICH COULD
EA !Wl
AFFORD A PASSAGE FOR FLAMES
31LE0C#RSTRIP PoRil16C71515pRRlF7Bt5
346dp-1i2XOB77
ATEA.ISTORRAIM
3. STRUCTURAL FRAMING SHALL BE OF THE GRADES AND SPECIES INDICATED OR BETTER
(WWPA GRADING. RULES) SEE PLANS FOR MORE SPECIFIC INFORMATION:
MATERIAL DESCRIPTIONFASTENER$,
SPACING.
DF NO 2
q 2x JOIST AMD RAFTERS
WOOD nRUCTURALPAYtIEMS ROOF Tdr18RIORwAM
THMTOFRAMING
B POSTS IN WALL FRAMING MATCH WALL FRAMING
DF NO 2
bdCanea silibi raided
!
6
C 4X HEADERS
DF NO 2
32 316'111'
BdL ommalroof
D 6X HEADERS
6 11
E STUDS AND SILL' PLATES SEE PLANS
HF STD AND BTR
F BLOCKING AND FURRING
34. WB' -I -W
10d Cow adlool'adIll
b 12
G) SILLS ON CONCRETE PTDF
O1MMWAL Milli
H) MISC. FRAMING NOT NOTED DF NO 2
95
RT moll will,;1W amarr
3 6
4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE
36. 25W *l cAllill ftbowd
4 rotrae W4'rol
514018 ftSHALL
3 b
BE BOLTED WITH 5/8" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C.
31. U2!ffm*&k*
Pff111Ymi�
7 7
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
38.5J6•glpeumdleatliBl
w9datw' ►xray wars
7 7
CRITERIA IS INDICATED ON PLANS.
VOOD SMUCrUNAL Fl 0OI�II(A1i0!(SQBFIAOH IIND)�LAYI�IIT TO FSAIIIIf6
5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS
39.3111' ad lees
:p
or ad Million x OBI
bdcaman x0
mt
Iii!'
6
12
6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION
40. 718'-P
a 8ddeF 2U2'x0J20
rdl
6
OF FINISH OR AT COMPLETION OF JOB.
=41-H/6'W4'
a 10dx0
rwc
6
a
12
or Am
7. 3x3xO.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL
armallsare
and sheathing connections shall have minimum average bending yield strengths as shown: 80 ski for shank diameter
BOLTS BEARING ON WOOD
of 0.192 Inch (20D common mall). 90 ksl for shank diameters larger than 0.142' but not larger
than 0.177' and 100 ke
for shank diameters of 0.142" or less.
b. staples are 16 ill wire and have amintmum 7116' an dis crown width.
8. FRAMING HARDWARE SHALL BE SIMPSON STRONG TIE OR APPROVED EQUAL WITH
c- Malls shall be spaced at not more than 6' ac at AN Supports where spans are 45' or greater.
CONNECTORS AS SPECIFIED IN CATALOG NO.C97 INSTALL CONNECTORS WITH NAILS AND OR
d. 4'xil panels shall be applied vertically
o. spacing of fasteners not included In this table ghall be based on Table 8602.3(2).
BOLTS AS INDICATED IN THE CATALOG
f. Foryaglons having basic wind speed of 110 mph or greater, 8d deformed (2-V21x0.120') malls shall be used for
Attaching plywood and wood structural peel roof sheathing to framing within minimum 48' distance from gable and
9, WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JOINTS IN DOUBLE
walls, if mean roof hc*bt is more than 25' up to 95' maximum.
For regions having bate wind speed of 110 mph or less, malls for attaching wood structural pane( roof sheathing
TOP PLATES SHALL BE OFFSET NO LESS THAN 48".
g.
to gable and wall framing shall be spaced 6' oc. When basic wind speed Is greater than 110mph
, nails to be- spaced 6"
oc for minimum 48' from ridges, easves and gable and walls and 4" oc to gable and wall framing.
NAILS FOR STRUCTURAL CONNECTIONS SHALL BE GALVANIZED SINKERS U.O.N.
LE 8602.3(
ATE AITACHMEN'I'S TO TAB l )
h. Gypsum sheathing shall conform to ASTM C 1996 and shall be installed In accordance with GA 253. Fiberboard
sheathing shall con".. to ASTM C 208.
d b fr +n members and
HOLES SHALL HAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING OF
MAj'E$Trw� DESCRIPTION
FASTENER
SPACING`
113DGE FIELD
FOOD 8'MUCI'OSAL PANKM WBMMR. ROOFf II1'IWili WAIL SItlBA179mfG TO nAX[K
Ip to VT
S" 5 ga. H/4'
4
6
0D41-OD99ilaM2V4'
3
6
Staple ib ga.13/4'
b
12
19/32' ad 5B'
018 iia17
3
6
Stcpie 5 ad 16 go 7
4
6
ODV-Ol lid 24/4'
4
S
2387 ad 3W
St 1* 4 9a 7
3
6
S" 5 go WV
3
8
009'1-OD99 nail 2x14'
4
6
STIS 16 go 7
4
8
P
Stools K 9a 24W
4
8
013 nd12-V4'
4
8
5tcple 5 go 2x14'
4
6
OD" - OD" t+ VjT
4
6
MATERIAL DESCRIPTION
FASTENER
SPACING`
EDGE FIE»
nom UN williluummm
PLTwooD
84'A1D5116'
Hreq
rV�2 • (Oor wm dlakda
3
6
etri,Wam
"dsrb'
2
5
11/12', 316', 5137 MD VY
1'9f3?',51'g',23132'AND3F1'
12-V2 TOD99')Ic da
r�Ia a saem tlllaik roll
� toDae'l�,a�kaa
6
6
6�
6
16 9a 1-117
b
8
HARDBOARD
0200
exposure for Current information on approved materials
California
UEVELOpMENT
4d ael"i -AN mad
6
6
Staph I6 9a V8' long OWk cod
3
6
PAMCL 11111 AR0
4d rtg qw*d w& ya t rdi
3
b
Staple *gt 718' bS 3W arae+
3
6
`
6d rtg-9 m ed IndsrlafM ill
b
10
Stale 16 go WB"lag 3/8' van
3
6
V ad SW
bdrigyo ndWdM)"tndl
6
10
Staff 16 9x.13/8" lag 316' sae
3
6
a Nall IS a generst description and may be T -head. modified round head or round head.
b. staples shall have a minimum crown width of 7116" on diem 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. Nolle or staples shall be spaced at not more than 12' on center at Intermediate supports or
floors.
d. Fasten Shall be placed in a grid pal thraoghout the body of the panel
e. For 5 -ply panels, intermediate nails shall be spaced not more than 12' oc. each way
f. Hardboard undarlayment shall conform to CFAfAN51 A195.4
g. specified alternate attachments for roof sheathing shall be permitted for windspeeds les than
ji mph. Fasteners attaching wood structural panet roof sheathing to gable and wall framing shall be
installed Using she space Noted. for panel edges.
1. spacing of fasteners on floor sheathtng panel edges applies to panel edges supports y am g 1 1. NAIL
required Mocking and at all floor perlmeters only. spacing of fasteners on roof sheathing panel edges applies to panel WOOD
edges supported by framing members and required blocking. Mocking of roof or floor sheathing panel edges
perpendicular to the framing members need not be provided except as required by other provisions of this code.
Floor perimeter Shall be supported by framing members or Solid Mocking. 12. CRIPPLE WALLS . WHICH HAVE STUD LENGTHS OF LESS THAN 14" SHALL BE FRAMED WITH
J. Where a rafter is fastened to an adjacent parallel rolNng mist in accordance with this Schedule, provide two SOLID BLOCKING OR BRACED WITH 3/8" PLYWOOD SHEETING NAILED TO THE TOP PLATE
too nails on die side of the rafter and too malls from the telling joist to top plate in accordance with this schedule STUDS AND SILL
The toe nail on the opposite side of the rafter Shall not be required.
13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING
8'-0" SHALL HAVE DOUBLE TRIMMERS.
DRAWN BY;
DATE:
INDEX
c�' ��► qtr
OF
SHEET #
r n\/ I R
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 12"
Post Debris Recovery final
16. ALL FOUNDATION PLATES SILLS AND SLEEPERS ON CONCRETE OR MASONRY WHICH IS
Complete construction
V.O.C. Compliance
A DIRECT CONTACT WITH EARTH AND SILLS THAT REST DIRECTLY ON CONCRETE AND MASONRY
report documentation and
to Building Division prior to final
FOUNDATIONS SHALL BE TREATED WOOD OF FOUNDATION GRADE REDWOOD MARKED
OF FG REDWOOD MAY BE
Certification submit
OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE
building inspection
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
APPROVED PLANS AND PERMIT
COMBUSTION AIR VENTS
SHALL BE ON SITE FOR ALL
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
INSPECTIONS
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
Z
INCHES EACH
PERMIT # f�
BUTTE COUNTY DEVELOPMENT SERVICES
FIREPLACE WOODSTOVE NOTES
REVIEWED FOR
COD M LIANCE
1. INSTALL FACTORY BUILT FIREPLACES AND OR WOODSTOVE IN STRICT ACCORDANCE WITH
t
r�' __
DATE �' p �� �BY C-/-
THE TERMS OF THEIR LISTINGS AND THE MANUFACTURES INSTRUCTIONS
-- ---
�� �� f� Future occupancy changes
2• FACTORY BUILT CHIMNEYS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE TERMS
will be
required to meet the
OF THEIR LISTING AND THE MANUFACTURER'S INSTRUCTIONS.
regulations
required at the time of permit
3. ALL CHIMNEYS SHALL HAVE APPROVED DAMPERS
application for a new
occupancy
change or tenant improvement
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
-- --
BUTTE
-- - _ COUNTY
Comply with 2013 CRC Section R327
AUG 2 6 Z015
Materials and construction methods for exterior wildfire
exposure for Current information on approved materials
California
UEVELOpMENT
from Cal Fire / California Division of Forestry see
Statp Fire Marshall wphciTp -
SERVICES -
DRAWN BY;
DATE:
INDEX
c�' ��► qtr
OF
SHEET #
r n\/ I R
I. 2x P.T. SILL PLATE U.C.N. IN
2 I I SHEAR WALL SCHEDULE
I 2. SHEAR WALL WHERE
*OCCURS, REFER TO PLAN
1 I �J g IN X 5 EAR WALL SCEP OLE
OR ON PLAN
6' 1 STORY
9 a'2 STORY
(
7
4. CONCRETE SLAB PER
SHEATHING
CAPACITY
PANEL NAILING
MIN. FRAMING SIZE
PLAN
N.r
I
5. #4 REBAR TOP AND
f
MIN .
BOTTOM
>
8d COMMON NAILS
AT 6" O.G. EDGES 4
12" O.C. FIELD
2x SILL PL, STUDS, 4
BLK'G AT ADJOINING
PANEL EDGES
IIIN��ISH��E��D GRADE . 6 PROVIDE FOOTING FOR
• .•
O
III—�—LI1
EXTERIOR WAINSCOT
-J
• ,
2x SILL PL, STUDS, 4 :
BLK'G AT ADJOINING
PANEL EDGES
_— I
REFER TO ARCH. PLAN
_
FOR LOCATION IF
APPLICABLE
..
_
NOTES:
V ALL WALLS: LOCATE END BOLTS NOT LESS THAN 3.5", NOR MORE THAN 12" FROM ENDS OF SILL MEMBERS.
2) 6HEARWALL5: FROYIDE 3"X3"X0229" PLATE WASHERS
3) NON-SHEARWALLS. ' MINIMUM 1/2" DIAMETER SILL BOLTS AT 6' OC MAX (I -STORY) 4' OC MAX (UP TO
3-6TORIE6). STANDARD CUT WASHERS SHALL BE PERMITTED FOR ANCHOR BOLTS NOT LOCATED ON
BRACED/SHEAR WALLS. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGNONALLY SLOTTTED WITH A
WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETERt THE SLOT LENGTH SHALL NOT EXCEED 1-3/4"
PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT.
4) SHEARWALL LENGTHS SHOWN ON THE PLANS ARE MINIMUMS A5 REQUIRED BY CALCULATION, AND MAY BE
INCREASED FOR CONSTRUCTION CONVENIENCE. REFER TO ARCH'L DRAWINGS FOR ACTUAL WALL LENGTHS.
l) ALL NAILS SHALL BE COMMON NAIL. "SHORT" NAILS SHALL BE THE SAME DIAMETER AS COMMON NAILS BUT A
—
°
(�
7. ANCHOR BOLTS.
6
MINIMUM 7' INTO 15T POUR
I
e
4
_
— I IREF
TO OF SIDE EDUL
12"18"
5J
FORER
SPACING. PROV
a Q
2"XT0/16" PLATE
WASHERS AT ALL ANCHOR
3"
BOLTS TYPICAL
1 STORY
6. 1/2" EXPANSION STRIP A5
2 STORY
12" U.O.N.STORY
REQUIRED
NOTE:
a. #4 RE -BAR CONTINUOUS
FOOTING DEPTH TO EXTEND 15" U.O.N. --2 STORY
BELOW LOWEST ADJACENT
UNDISTURBED GRADE
10 PERIMETER GARAGE FOOTING
S]aEARWALL SCHEDULE
TYPE
SHEATHING
CAPACITY
PANEL NAILING
MIN. FRAMING SIZE
ANCHOR BOLTSI
O3/8"
GD -X
OR OSB
OR TI -Il
260
8d COMMON NAILS
AT 6" O.G. EDGES 4
12" O.C. FIELD
2x SILL PL, STUDS, 4
BLK'G AT ADJOINING
PANEL EDGES
5/8" DIA. x T
EMBED AT 48" O.C.
O
3/8" CD -X
OR OSB
OR T1-11
350
ed COMMON NAILS
AT 4" O.C. EDGES 4
12" O.C. FIELD
2x SILL PL, STUDS, 4 :
BLK'G AT ADJOINING
PANEL EDGES
5/8" DIA. x T'
EMBED AT 32" O.G.
NOTES:
V ALL WALLS: LOCATE END BOLTS NOT LESS THAN 3.5", NOR MORE THAN 12" FROM ENDS OF SILL MEMBERS.
2) 6HEARWALL5: FROYIDE 3"X3"X0229" PLATE WASHERS
3) NON-SHEARWALLS. ' MINIMUM 1/2" DIAMETER SILL BOLTS AT 6' OC MAX (I -STORY) 4' OC MAX (UP TO
3-6TORIE6). STANDARD CUT WASHERS SHALL BE PERMITTED FOR ANCHOR BOLTS NOT LOCATED ON
BRACED/SHEAR WALLS. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGNONALLY SLOTTTED WITH A
WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETERt THE SLOT LENGTH SHALL NOT EXCEED 1-3/4"
PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT.
4) SHEARWALL LENGTHS SHOWN ON THE PLANS ARE MINIMUMS A5 REQUIRED BY CALCULATION, AND MAY BE
INCREASED FOR CONSTRUCTION CONVENIENCE. REFER TO ARCH'L DRAWINGS FOR ACTUAL WALL LENGTHS.
l) ALL NAILS SHALL BE COMMON NAIL. "SHORT" NAILS SHALL BE THE SAME DIAMETER AS COMMON NAILS BUT A
LENGTH EQUAL TO 15/8" PLUS THE THICKNESS OF THE SHEATHING.
�51 b �l✓L-T'
M,• Tor I�
Surface Drainage shall comply With the specific method of wiring
_ EFFENCINCY LIGHTING (perm. Installed
2013 CRC section R401.3 minimum luminaries): Section 150
5% (6 inches" in 10 feet) slope awaY from OUTDOOR LIGHTING ATTACHED TO BUILDING
High efficacy OR controlled by motion sensor
f„,.r,dation walls ¢ ` 1^O w/manual— on/automatic off switch AND photo control
L",
31-0".—
J
l I ,
U--/ Af EAvEh
Comply with California State Fire Marshall
Requirements for roof covering, valleys & gutters, attic
ventilation, exterior wall openings, exterior walls,
windows, decks and under floor venting -2013 CRC
Section R327
PROVIDE SEPARATE GROUNDING CONDUCTOR
FROM MAIN ELECTRICAL SERVICE PANEL TO
REMOTE STRUCTURES AND REMOTE
SUBPANELS. CEC ART. 250.32 (D)
COMPLY WITH CALIFORNIA
ELECTRICAL CODE— AR77CLE 250
REQUIREMENTS FOR GROUNDING
and BONDING
NO.
<D�
OF C
A1-
o�
f•-
.e"
1/2" CDX PLY. 1/2". CDX PLY
1/2" CCX PLY ® EAVES
H-1 ANCHOR 2x2 BETWEEN OUTRIGGERS
2x4 EAVE BLOCK PROVIDED
SCREENED EAVE VENT W/
INSULATION BAFFLES @
EVERY 4TH BLOCK E.
1/2" CCX PLY: o
0 EAVES °
..�
GABLE END
1x4 TRIM—j/
RIM IMPSON HI TIE AT EACH TRUSS
JOIST
2x6 FASCIA
2x4 OUTRIGGERS 0
SIDING —SEE PLAN— -- 2'-0" O.C. MAX
NOTCH INTO TRUSS AND
BUTT INTO FIRST STANDARD
TRUSS
26
SAVE DETAIL BARGE TIES/ OUTRIGGERS
I TSI°
GOUNT
REV'
CODE G', I^E_►r
DATE
m
O cr°
0T
�a�
�__ 'i
�_- � . ___<�._ - _ _ _ __- �_____r ��__:� �-r--�
� _--. -� , r F i-- __ -_
-T------ -�- � � _. � � , -�---_ �.
____
I i -_ _ __ ----
I � - -.
I � I� i �. R a' I I