HomeMy WebLinkAboutB16-0733 078-070-016BUTTE
COUNTY
JUL 19 2016'
DEVELOPMENT
SERVICES
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PRDJWT DATA
OYOIER: JOHN NAILON
ADDRESS: 6412 UPPER PALERMO RD.
APN: 016-0?0-016
PROJECT 'DESCRIPTION: RESIDENTIAL ADDITION
BUILDING AREA:
(EHOUSE - 1062
N ADDITION - 366
TOTAL 1425 50. FT.
r-,OvLiwZP PORCH 25550
JURISDICTION: BUTTE COUNTY
LOT SIZE: 2.31 ACRES
GOVERNING CODES:
2013 GBG, 2013 CEC, 2013 CMC,, 2013 CPC, 2013 PMC
2013 CENC, 2013 CALGREEN
CODE ANALYSIS
BY
OCCUPANCY
R-3 RESIDENTIAL
ZONING
VLDR
USE:
RESIDENTIAL
CONSTRUCTION TYPE:
V -B
STORIES
I
FIRE SPRINKLERS:
NO
FLOOD ZONE:
X
AWNS INDEX
BY
VER SHEET FLOORIELECTIRAL PLAN
I
.1NDATION, ROOF FRAMING PLAN, SECTION
2
1(ATIONS
3
TES AND REQUIREMENTS
51
2UCTURAL NOTES/DETAILS
SDI
PUGTURAL NOTES/DETAILS
SD2
i0G2 -5Q. r -T:
The 2013 CBC, CRC, CMC, CPC,
CEC ,CFC, CGBC and 2013 California
Energy Standards as amended by the
jurisdiction apply to this project
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BUTTE COUNTY DEVELOPMENT SERVICES
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GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE
PROVISIONS OF THE 2013 CALIF. BUILDING CODE AS WELL AS ANY
APPLICABLE MUNICIPAL, STATE, AND FEDERAL REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,
AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING
WORK AND NOTIFY DESIGNER OF ANY DISCREPANCIES OR
INCONSISTENCIES. THE DESIGNER SHALL APPROVE ANY
ADJUSTMENTS TO THE PLAN.
3. FOR ANY CERTAIN FEATURES OF CONSTRUCTION AND FINISH THAT
ARE NOT FULLY SHOWN ON THESE DRAWINGS OR NOTES, THEIR
CONSTRUCTION SHALL BE SIMILAR TO CONDITIONS THAT ARE SHOWN.
ALL FINISHES SHALL BE VERIFIED WITH OWNER.
4.. DIMENSIONS NOTED AS "CLR." ARE MIN. CLEARANCE AND MUST BE
MAINTAINED AS NET CLEARANCE.
5. ALL WEATHER PROOFING & FLASHING IS THE RESPONSIBILITY OF
THE BUILDER.
FRAMING NOTES:
1. ALL LOAD BEARING MEMBERS = DFSB.
2. ALL WOOD TO CONCRETE SHALL BE PTS.
3. PROVIDE DOUBLE TOP PLATES WITH 4' MIN. LAPS.
16d NAILING 16" cc TYP. WITH 12 MIN EACH SIDE OF SPLICE.
4. ALL LOAD BEARING STUDS ARE 2x6 16" cc UNLESS NOTED
OTHERWISE.
5. ALL NAILING TO COMPLY WITH 2013 CBC NAILING SCHEDULE TABLE
2304.9.1 NAILS EXPOSED TO WEATHER SHALL BE GALVANIZED.
6. CRIPPLE WALLS WITH A STUD HEIGHT OF 14" OR MORE SHALL BE
BRACED WITH 3/8" PW NAILED TO THE TOP AND BOTTOM PLATES.
7. PROVIDE DOUBLE TRIMMERS FOR OPENINGS OF 8 FEET OR MORE. '
8. CARRY ALL POST AND SOLID FRAMING TO FOUNDATION WITH SOLID
BLOCKING AND / OR FRAMING.
9. THE MIN. CLR. BETWEEN GIRDERS AND GRADE IS 12". MIN CLR
BETWEEN FLOOR JOIST AND GRADE IS 18".
10. NOTCHING AND BORING OF WOOD:
HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF THE
STUD WIDTH. HOLES IN NON BEARING MEMBERS SHALL NOT EXCEED
60% OF WIDTH.
HOLES SHALL BE NO CLOSER TOP 5/8" OF ANY MEMBER EDGE.
NOTCHES AT THE END OF JOIST SHALL NOT BE MORE THAN 1/4TH OF
THE JOIST.
NOTCHES IN THE TOP OR BOTTOM OF JOIST SHALL NOT EXCEED 1/6TH
AND SHALL NOT BE LOCATED IN THE MIDDLE 3RD OF THE JOIST SPAN.
HOLES IN JOIST SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM
AND THE DIAMETER SHALL NOT EXCEED 1/3 RD MEMBER WIDTH.
13. BLOCKING:
THE BUILDER SHALL PROVIDE BLOCKING FOR THE BACKING OF
FIXTURES, FLASHINGS, TOWEL BARS, & AS NECESSARY FOR OTHER
SUB CONTRACTORS.
WALLS SHALL BE FIRE BLOCKED AT A MAXIMUM SPACING OF 10' OC.
PROVIDE FIRE BLOCKING AT ANY LOCATION SUCH AS DROPPED
CEILINGS TO PREVENT DRAFT BETWEEN WALL AND FLOOR OR ROOF.
2X SOLID BLOCKING SHALL BE PROVIDED OVER ALL BEARING
WALLS, BRACED WALLS, AND GIRDERS OR BEAMS SUPPORTING
MEMBERS.
PLYWOOD (PW):
ALL PLYWOOD SHALL BE AT LEAST THE THICKNESS NOTED ON THE
PLAN. ALL PLYWOOD IS APA RATED OSB UNLESS NOTED
OTHERWISE.
ALL PW PANELS SHALL BUTT AT CENTERLINE OF SUPPORTING
MEMBER WITH EDGE NAILING (EN) FROM EACH PANEL TO THAT
MEMBER.
ALL ROOF AND FLOOR PW IS INSTALLED WITH LONG EDGE ACROSS
SUPPORTING MEMBERS.
A. ROOF SHEETING:
ROOF SHEETING IS RADIANT BARRIER APA RATED OSB PW AND
SHALL BE NOTED ON ROOF PLAN AS WELL AS TITLE 24.
UNO, ALL ROOF SHEETING IS %2" APA RATED SHEETING.
NAILING = 8d VCS 6"oc EDGE (EN) AND 12" oc FIELD.
B. SUB FLOOR:
UNO SUB FLOOR SHEETING SHALL BE %" CDX APA RATED STURDY
FLOOR OR COMPLY. PROVIDE 200 APA GLUE AND NAIL WITH 10d Woc
EDGE, 12" cc FIELD.
LATERAL BRACING:
DENOTES 3/8" MIN APA RATED PW OR OSB SHEETING OVER 2X STUDS
SPACED 16"0/C.
NAILING = 8d VCS 6" O/C EDGE (EN) AND 12"O/C FIELD. EN TO TOP AND
BOTTOM PLATES (SILL). BLOCK ALL PW EDGES FOR EDGE.NAILING.
L= BRACE PANEL LENGTH. (WALL HEIGHT: PANEL LENGTH NOT TO
EXCEED 2:1)
DENOTES ALTERNATE BRACED WALL.
L=2'8'MIN. SEE DETAIL.
DENOTES BRACED PORTAL -SECTION 2308.9.3.2
L=16" MIN. SEE DETAIL.
1. VERIFY BRACE WALL (LBW) LOCATIONS WITH FLOOR PLAN PAGE 1.
2. CRIPPLE WALLS HAVING A STUD HEIGHT EXCEEDING 14" SHALL BE
CONSIDERED A STORY AND SHALL BE BRACED AS REQUIRED FOR
BRACED WALL LINES ABOVE.
3. TYPICALLY ALL LATERAL BRACED WALL LINES HAVE A 12"W X 12"DP
CONTINUOUS FOOTING.
3. WHERE INTERIOR BRACED WALL LINES DO NOT HAVE CONTINUOUS.
FOOTING THE REQUIRED BRACE- PANELS LENGTHS HAVE BEEN
INCREASED BY 50%.
FOUNDATION NOTES:
THE BUILDER SHALL CONSULT AND COMPLY WITH SOIL REPORT FOR
ADDITIONAL NOTES OR SPECIFICATIONS DUE TO CONDITIONS.
1. THE FINISH GRADE (FG) ADJACENT TO THE FOUNDATION SHALL BE
SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN
1:20 (5%) FOR A MIN. DISTANCE OF 10 FEET, OR AN ALTERNATIVE
METHOD USED TO DIVERT WATER FROM THE FOUNDATION.
2. FOR RAISED FOUNDATIONS PROVIDE AT LEAST ONE ACCESS AT
LEAST 20' OF PLUMBING CLEAN OUT. ACCESS OPENING SHALL BE
MIN. 24" X 18".
3. PROVIDE SLEEVES TO. PROTECT ALL PIPING THROUGH COI ICRETE
FLOORS AND WALLS. CPC 313.10.1
4. ALL NEW FOOTINGS SHALL BE INTO UNDISTURBED SOIL AND IS
BASED ON AN ALLOWABLE BEARING CAPACITY OF 1500 PSF.
5. CONCRETE SHALL BE MIN. 2500 PSI.5 SACK MIN. MAX SLUMP OF 4".
6. REBAR SHALL BE ASTM A615 GRADE 40 AND ALL LAPS ARE 40X BAR
DIAM.
7. ALL STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL HAVE A
MIN. 3" COVER.
8. TYPICAL %2' X 10" ANCHOR BOLTS (AB),ARE LOCATED 48" cc AND
WITHIN 12" FROM EACH CORNER AND SILL SPLICE. MIN. EMBED = 711
.
9.3X3" X.0229 INCH PLATE WASHERS ARE REQUIRED ON EACH BOLT.
SLOTTED WASHERS OK.
10. ALL WOOD TO CONCRETE SHALL BE PTS.
SEE ELEVATION PAGE FOR ANY ADDITIONAL OR SPECIFIC NOTES.
NOTES FOR 2013 WUI AND 2013 CBC CHAPTER 7A COMPLIANCE:
1. Windows shall have one panel of glazing tempered or have a 20
min. rating per CBC section 704 A.3.2.2.
2. No eave vents are.allowed.
-See attic venting notes. CBC 704 A.2.2.
3. All overhangs, soffits, and lids shall be protected by James Hardie
"Hardiesoffif or "Cemsoffit"un-vented, fiber cement soffit, 3116" thick.
4. All exterior doors shall conform to the performance requirements of
Standard SFM 12-7A-1 or shall be of approved non-combustible, or
solid core wood having stiles and rails not less than' 1-3/8" thick with
interior field panel thickness of no less than 1-1/4" thick, or shall have
a fire resistance rating of not less than 20 minutes per CBC section
704A.3.2.3.
.5. Siding materials are as noted on elevations and comply with WUI
product list published by Cal Fire.
6. All patios are concrete.
7. See roofing notes, page 1.
ROOFING:
1. UNLESS NOTED OTHERWISE COMPOSITION ROOFING SHALL BE
RATED CLASS A..2013 CBC SECTION 704A.1.1.
2. PROVIDE ONE LAYER. OF NO. 72 ASTM. CAP SHEET UNDER FLASHING
RUNNING THE FULL LENGTH OF ALL ROOF VALLEYS. PER 2007 CBC
SECTION 704A.1.3.
3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS OF PREVENTIN
DEBRIS ACCUMULATION AS PER CBC SECTION 704A 1.5.
VENTILATION NOTES:
ALL VENTS ARE CORROSION RESISTANT, MIN.1/8" MAX. 1/4" SCREEN.
FOUNDATION VENTING:
PROVIDE CROSS VENTILATION AT A 11150 MIN.
GALV. METAL LOUVERED GABLE END VENTS ARE ALLOWED
FOR VENTING EXTERIOR WALL OPENINGS TO SUB FLOOR.
PER CBC SECTION 704A.3.2.
UNDER FLOOR AREA = SQ. FT
MIN VENTS REQ. = SQ. FT.
14X14 GABLE VENT = 1.36 SQ. FT. MIN REQ. =
6X14" FOUNDATION VENT =.58 SQ. FT. MIN REQ. =
ROOF VENTING:
EAVE VENTING ALLOWED. EAVE VENTING NOT ALLOWS
THE NET FREE VENTILATION AREA SHALL BE 11300 OF THE AREA
VENTED SPACE PROVIDED AT LEAST 50% OF THE REQ. VENT AREA IS
PROVIDED BY ROOF VENTING LOCATED AT LEAST V ABOVE THE EAVE
WITH THE BALANCE PROVIDED BY EAVE VENTING.
OTHER THAN NOTED ABOVE, PROVIDE 1/150 ATTIC AREA VENTILATIO
IF EVE VENTING NOTED AS ALLOWED, ALLOW 1" MIN. AIR SPACE
BETWEEN ROOF SHEETING AND ATTIC INSULATION VIA BAFFLE.
ATTIC AREA= SQ FEET.
MIN. VENTING REQUIRED= SQ.FT.
14X24 GABLE VENTS = 2.3 SF. MIN. REQ.=
EAVE VENTS = .53SF. MIN. REQ.=
COMBUSTION AIR:
APPLIANCES LOCATED WITHIN CONFINED SPACES MUST BE PROVIDE
WITH OPENINGS WITH A FREE AREA OF AT LEAST ONE SQ. INCH PER
FOOT.1000 BTU/H OF THE TOTAL INPUT. RATING OF ALL THE
APPLIANCES WITHIN THE ENCLOSED AREA, FREELY COMMUNICATING
WITH AREAS THAT HAVE ADEQUATE INFILTRATION FROM THE OUTSI
ONE HALF THE REQ. VENTING MUST BE LOCATED WITHIN THE UPPER
12" OF THE ENCLOSURE. THE MIN REQ. AREA FOR BOTH UPPER AND
LOVER VENT IS 100 SQ INCHES EACH.
Design:
Seismic Design Category: SDC -D
Wind design speed Ila mph `Ekf
Foundation allowable bearin_ g =1500psf
Floor = 40LL 10 DL psf.
Roof = 20 LL 10DL psf.
Conventional wood framing.
NOTE: THE 20113 CBC, CEC, `CMC, CPC, &.2013 CA. ENERGY CODE ARE
APPLICABLE TO THE NEW PORTIONS OF THIS PROJECT. f -o13 Gat ae0*4 Gra
oo
ELECTRICAL NOTES:
1. PROVIDE GFI FOR ALL OUTSIDE, KITCHEN, SERVICE, AND BATH
PLUGS.
2. ALL OUTSIDE PLUGS SHALL BE WP/GFI (WATER PROF, GROUND
FAULT PROTECTED) AND LOCATED WITHIN 6'6" OF GRADE. PROVIDE
IN FRONT AND REAR OF HOUSE, AND AS PER PLAN.
3. CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A 4- PRONG
OUTLET IS REQUIRED FOR 220V COOKING APPLIANCES.
4. BATHROOMS SHALL HAVE 20AMP.DEDICATED OUTLET NOT
SUPPLYING FAN, LIGHTS, OR OTHER OUTLETS.
5. LAUNDRY/SERVICE ROOM SHALL HAVE A DEDICATED 20 AMP OUTLET
NOT SUPPLYING FAN, LIGHTS, OR OTHER OUTLETS.
6. KITCHEN WILL HAVE 2 OR MORE 20 AMP DEDICATED OUTLET
CIRCUITS FOR SUPPLYING COUNTER SPACE OUTLETS ONLY.
7. PROVIDE SMOKE DETECTORS IN ALL BEDROOMS AND HALLWAYS
ADJACENT TO BEDROOMS AS INDICATED ON FLOOR PLAN.
BATTERY OPERATED DETECTOR IS OK FOR RETRO FIT.
FOR NEW CONSTRUCTION PROVIDE HARD WIRE WITH BATTERY BACK
UP.
SMOKE DETECTORS TO BE INTERCONNECTED IN SUCH A MANNER
THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE
ALARMS.
8. ALL BEDROOM CIRCUITS (LIGHTS, PLUGS, AND SMOKE DET.) TO
HAVE ARC FAULT CIRCUIT. CEC 210.12.
9. ALL LIGHTING WILL COMPLY WITH 2013' CA. ENERGY CODE.
SEE ADDITIONAL LIGHTING NOTES BELLOW:
LIGHTING:
ALL LIGHTING WILL COMPLY WITH 2013 CA. ENERGY CODE. SEE
ATTACHED TITLE 24 FOR COMPLIANCE.
1. ALL INSTALLED LIGHTS IN OTHER THAN KITCHEN, BATHROOM,
GARAGE, LAUNDRY/SERVICE ROOM, WILL BE CONTROLLED BY A
DIMMER SWITCH, OCCUPANT SENSOR, OR WILL BE HIGH EFFICACY.
(THESE ARE FLORESCENT WITHOUT A SCREW BASE SOCKET).
2. RECESSED LIGHTS INTO INSULATED CEILINGS ARE REQUIRED TO BE
IC -RATED SO THAT INSULATION MAY BE PLACED OVER THEM AND
ARE TO BE LABELED AIR TIGHT (AT).
3. ALL EXTERIOR INCANDESCING LIGHTS SHALL HAVE BOTH MOTION
SENSOR AND PHOTO CONTROL OR BE HIGH EFFICACY.
4. GARAGE SHALL BE FLORESCENT SHOP LIGHTS.
5. BATHROOM AND SERVICE ROOM SHALL BE CONTROLLED BY AN
OCCUPANT SENSOR OR SHALL BE HIGH EFFICACY.
PLUMBING NOTES:
G 1. PROVIDE APPROVED EARTHQUAKE STRAPPING FOR WATER HEATER.
2: PROVIDE WATER HEATER PRESSURE RELIEF VALVE TO OUTSIDE.
3. PROVIDE 18" MIN CLR. TO FINISH GARAGE FLOOR.
4. ALL HOSE BIBS SHALL BE PROTECTED BY A LISTED NON REMOVABLE
VACUUM BREAKER PER CBC. 603.4.7
FIRE SEPARATION
1. DOORS BETWEEN THE GARAGE AND RESIDENCE SHALL BE 1- 3/8"
MIN. SOLID CORE OR 20 MIN. FIRE RATED WITH SELF CLOSING HINGE.
CBC 406.1.4
2. FIRE SEPARATION BETWEEN R-3 AND U OCCUPANCY SHALL BE %i"
DRYWALL ON THE WALL AND THE CEILING SHALL BE 5/8" TYPE X DW.
CBC 406.1
3. ELECTRICAL OUTLETS ON OPPOSITE SIDES OF THE FIRE
'SEPARATION WALL MUST BE SEPARATED BY A HORIZONTAL
DISTANCE OF 24" MIN.
HVAC.
1. PROVIDE HVAC AS DESCRIBED IN ATTACHED TITLE 24.
2. PROVIDE A LEVEL CONCRETE SLAB FOR OUTSIDE CONDENSER UNIT.
UNIT TO HAVE A 3" MIN. CLR. TO FG.
N 3. -PROVIDE ATTIC ACCESS 30"X22" MIN. AND LARGE ENOUGH FOR
REMOVAL OF THE LARGEST ATTIC MOUNTED UNIT PART. THERE
SHALL BEAN UNOBSTRUCTED
ACCESS (30X30" MIN. BETWEEN WEBS OR FRAMING) TO THE UNIT
FROM THE ACCESS. PROVIDE A SOLID 24 WIDE CAT WALK FOR
SERVICE. PROVIDE A LEVEL
30"X30" PLATFORM FOR SERVICE.
4. PROVIDE A SERVICE RECEPTACLE. PROVIDE A HIGH EFFICACY LIGHT
CONTROLLED BY A SWITCH AT THE ACCESS OPENING.
CMC 305,309,904.11 & CEC210-70(a) (3)
5. PROVIDE AN INDEPENDENT MEANS OF DISCONNECT FOR THE
ELECTRICAL SUPPLY FOR THE AC CONDENSER UNIT LOCATED .
D WITHIN SIGHT OF THE UNIT:
LOCATE A GFI OUTLET WITHIN 25' OF UNIT AS SHOWN ON FLOOR
PLAN.
•
DE. WINDOWS AND GLASS: _
1. UNLESS NOTED OTHERWISE ON ELEVATIONS ALL WINDOWS ARE
VINYL DUAL GLAZED LOW'E AND SIZED AS NOTED.
2. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS THEY
SHALL HAVE:.
A. A FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE FF.
B. MIN. NET CLR. OPENING OF 5.7 SQ. FEET.
C. MIN. NET CLR. OPENING HEIGHT OF 24".
D. MIN. NET CLR. OPENING WIDTH OF 20".
3. TEMPERED SAFETY GLAZING IS NOTED AS "TEMPD."
SAFETY GLAZING SHALL BE PROVIDED IN ALL AREAS SUBJECT TO
HUMAN IMPACT SUCH AS:
A. GLASS SLIDING AND FRENCH DOORS.
B. GLASS LOCATED WITHIN 24" OF A DOOR.
C. GLASS WITHIN 18" OF FLOOR.
D. WARDROBE DOORS.
E. SHOWER AND TUB ENCLOSURES.
F. WINDOWS WITHIN BATH & SHOWER AREAS.
FASTENING SCHEDULE [CBC TABLE 2304.9.11 - Common or box nails permitted unless noted. Staples shall have min. 7116°crown width.
1. JOIST TO SILL ORGIRDER,TOENAIL
3-8dcommon, 3-3'::0.131'naiI% 3-314 a esta !es
2, BRIDG!NGTOJOIST,TOENAILEACH END
2-8deommon, 2 3'x0.131'nass, 2-3'14tiagestaples
3.1'x 6'SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL
2.8d common
4. WIDER THAN I'x 6'SUBFLOOR TO EACH JOIST, FACE NAIL
3.8dcommon
5. 2'SUBFLOORTOJOISTORGIRDERBLIND AND FACE NAIL
2-16dcommon
6. SOLE PLATETO JOIST OR BLOCKING,TYPICAL FACE NAIL
l6dat16bt, 3'x0.131'nailsatB'oG 3'14 gagesta les at 12"oc
SOLE PLATE TO JOIST OR BLOCKING AT BRACEDWALL PANELS
3-16dal% 4-3'x0131n2ilsatl6' 4-3'14 a esta les eil6'
7. TOP PLATETOSTUD, END NAIL
2.16dcommon,3.3'xa131'nails,3.3'14 gagestaples
8. STUDTOSOLE PLATE,TOENAIL
4.8dcommon, 4-3'x0.13i'nails, 3-3'14 a esta les
STUDTO SOLE PLATLM NAIL
2.16dcommon, 3.3'0.13t'nails, 3.3'14 gagesta les
9. DOUBLE STUDS, FACE NAIL
16dat24'oc,3'x0.131'nailat8'oc,314 gagestaple at8'ac
10. DOUBLETOP PLATES,TYPICAL FACE NAIL
16dat16'oc,3'xa13l'nailatl2'oc, 3'14 a esta leatIroc
DOUBLE TOP PLATES, LAP SPLICE:
8-16dmmmon,12-3'x0.131'naiI412.3'.14 gagestaples
11. BLOCKING 8ETWEENJOISTS OTRAFTERSTO, TOP PLATETOENAIL
3-8dcommon, 3-3'x0.IDWils,3-3'14 a esta les
12. RIM JOISTTOTOP PLATUDENAIL
8d at 6'K 3'x0.131'nall at 6'm Y 14 ga Q e sta* at 6'oc
13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
2-16dcommon, 3.3'x0.131'nailat6%o Yl4 ga q esta plEs
14. CONTINUOUS HEADER,TWO PIECES
16dcommon Woc along edge
15. CEILINGJ01STSTOR9TOENAIL
3.8d common, 5-Yx0.13Vnails,5-3'14 cage stales
16. CONTINUOUS HEADERTO STUD TOENAIL
4.8d common
11. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL ..
3.16dcommon min.Table2308.10.4.1,4-3'x0.131'nails,4-3'14 gagesta les
18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
3-16dcommon min.Table2308.10.4.1,4-3x0,131'nails,4-3'14 gagesta les
19.RAFTERTOPLATE,TOENAIL
3.8datcommon,3-3'x0.131'na43-314 a esta les
20.1'DIAGt1NALBRACETOEACH STUD AND PLATE, FACE NAIL
2-8deomman 2.3'x0.131' 3-3'14 gagesta les
21.1'x 8'SHEATHINGTO EACH BEARING, FACE NAIL
3-Bd common
22. WIDERTHAN 1'x 8'5HEATHING TO EACH BEARING,FACE NAIL
Nd common
23.BUILT-UP CORNER STUDS
16dcommon at24'oG3%0.13]'nailsatIVoc,3'14 gagesta les atl6'oc
24. BUILT-UP GIRDER AND BEAMS, FACE NAIL ATTOP AND BOTTOM STAGGERED ON OPPOSITE SIDES
20dcommon at32'oc,3'x0.131`nailat24'oc.3'i4 gagesta le at AV
BUILT-UP GIRD ERAND BEAMS, FACE NAIL ATENDS AND ATEACH SPUCE
2.2Ddcommon, 3-3'x0.131'na%3-3'14 gage staple
25.2' PLANKS, AT EACH BEARING
16d common
26.COLLARTIETORAFTERFACE NAIL
3.10dcommon, 4.rx0.131'nails,4-3'14 gagestaples
27. JACK RAFTERTOHIP,TOENAIi
3 - 10d common, 4 - 3'x 0.131'nails, 4 - 3'14 gagestaples
JACK RAFTERTO HIP, FACE NAIL
I-l6dcommon,3-3'x0.131'n6Is,3-3'14 gagesta les
2& ROOF RAFTERT02-BY RIDGE BEAM,TOENAILORFACENAIL
2-16dcommon, 3-3'x0.131'nails,3-3'14 gagesta les
29.JOISTTOBAND JOISTFACENAIL
3-16dcommon, 4-3'xOAI'nalis,4.3'14 gagesta les
30. LEDGER STRIP, FACE NAIL
3-16dcommon, 4.3'x0.131'nalls,4.3'14 gagesta les
31. WOOD STRUCTURAL PANELS ANDPARTKLEBOARDa SUBFLOOR, ROOF AND WALL SHEATHING
OFRAMIN
1/2'ANDLESS
6d Dc,I318'X0.lirnai(, 1314'16 a ee
19/32'TO3/4'
8dcom.or6ddef. 23I8'XO.113'nailrocated e8'ocfield, 1'16 a e4',roc
7/8' TO Vf
8d common or deformed shank
11/8' Tu 11/4,
l0d orad common
Y/OOD STRUCTURAL PANELS AND PARTICLEBOAPD SINGLE FLOOR COMBINATION SUBFLOOR-UNDERLAYMENTTO FRAMING)
3/4'AND LESS
6d deformed shank
7/8' T01'
8d deformed shark
11/8'TO 11/4'
1Odcommon oraddeformed
32. PANEL SIDING (TO FRAMING) -1/2'ORLESS
6d Corrosiort-resistant siding orcafing nail
PANEL SIDING (TO FRAM NG) -5/8"
8d Corrosion-resistantsidin orcasin nail
33. FIBERBOARD SHEATHING -1/2' n
1112' 11 gage rooferq nail T, 6d common nar1, I lie 16 gage sta e 9
FlBERBOARDSHEATHING -25/32° n
13/4'11 a eroofin nail?.- 8dcommon nail 11/216 a sta le 9
34, INTERIOR PANELING -IA'
4d Wing orfinish nails spaced Von paneled 412'atintermediatesu oris
RWIORPANELING -3/8°
6dPanel su DM at 24' Wng orfinhhnaihspaced Fated es,Iratintermediate
a NA spaced Voc at edges l2'at intermediate supports except Vat supports where spans are 46'or mom For naltmg of tsood structural panel and particleboard diaphragms
andshearw�b, referto Sectiert 13a5. Nails permuted to be common,box orcasirg.
b Common or deformed shank
eforroofsheathingappfication lid nags are the minimum required forwoodstructural panes
d For tool'sheathlng applicalrions; fasteners spaced Voc at edges, 8'oe atIntetMilte supports
e Fasteners spaced4'ocatedges,B' ocatintermediate supports for subkorand wag sheathing and 31ocat edges,6'atintermediate supports for roofsheathing
f Corrosan•tesistantro*gnalswuhWlVdiameteshead
gCarosion•resistamstaples wnhM6'crowaPaneisupponsat16'
h fasteners spaced 3'xat exte'(or edges, 6' cc at intermed'mte supports,when used as structural sheathing,spadng shall be voc on the edges and l roc at intermediate suppods for
nonstructuralapplications.
PSE u,vr• , ROOF" o1ra�N-r, o Pr✓�-
'�Z�
PERMIT # � - )
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE Z- L-7 13Y
REVISIONS I BY
Date
Scale
Drawn
Job
Sheet
0f C1,pefq
STRUCTURAL NOTES
I. GENERAL
A. ALL WORK SHALL CONFORM TO THE 2013 GBG AND ALL APPL I GABLE LOCAL CODES.
B. THE ENG 1 NEER OF RECORD (CHAD RATZLAFF) HAS PROVIDED AND 15 RESPON51 BLE FOR SPEC I F I G ITEMS
DEPICTED IN THE ATTACHED CALCULATIONS. REQUIREMENTS NOT SPEC I F I GALI_Y SHOWN IN THE ATTACHED
CALCULATIONS AND DETAILS ARE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. OTHER
BUILDING CODE REQUIREMENTS NOT INCLUDED IN THIS DESIGN INCLUDING WATERPROOFING, FIREPROOFING,
DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, BUILT-UP BUILDING PAD, AND ALL
OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS.
G. ALL WATERPROOFING AND FLASHING FOR, BUT NOT LIMITED TO, ROOFS, FOUNDATIONS FLOORS, ETC. IS
THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER.
D. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE
WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY
ELEMENT OR SYSTEM OF THE STRUCTURE.
E. THE CONTRACTOR 15 RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL
SAFETY MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS AND THE STRUCTURE
DURING CONSTRUCTION. THIS SHALL BE ACCOMPLISHED BY SHORING, FORMING, BRACING, SCAFFOLDING.
F. SIMILAR CONDITIONS SHOWN IN THE DRAWINGS SHALL BE USED IF ANY PART OF THE CONSTRUCTION IS
NOT FULL DEPICTED IN THESE DRAWINGS OR CALCULATIONS.
G. CONTRACTOR SHALL FIELD VERIFY ANY CONDITION NOTED AS EXISTING ON THE PLANS. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND SHALL BE
FULLY REVIEWED BEFORE PROCEEDING WITH CONSTRUCTION.
H. STRUCTURAL DRAWINGS AND DETAILS SUPERCEDE ANY SHOP DRAWINGS IN ALL CIRCUMSTANCES. THE
CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST
STRUCTURAL DRANINC75 AND DETAILS. THE REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER OF
RECORD 15 FOR GENERAL CONFORMANCE WITH THE STRUCTURAL DESIGN INCLUDING LOADING AND
DIMENSIONS. THE REVIEW DOES NOT GUARANTEE THAT THE SHOP DRAWINGS CORRECT.
I. WALL FINISHES SUCH AS STUCCO OR PLASTER SHALL BE APPLIED OVER A SYSTEM TO ADEQUATELY
ALLOW THE FINISH TO EXPAND AND OR CONTRACT WITHOUT CRACKING. IT SHALL BE THE RESPONSIBILITY
OF THE OWNER OR CONTRACTOR TO INSURE THAT DEFECTS IN THE FINISHES DO NOT HAPPEN.
J. STRUCTURAL DRAWINGS OR DETAILS SHALL NOT BE SCALED.
K. FULL-TIME OR PARTIAL SPECIAL INSPECTION OF THE PROJECT SHALL BE CONDUCTED IN ACCORDANCE
WITH GBG 2013 SECTION 108. THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE INSPECTED:
- NO SPECIAL INSPECTION REQU I RED FOR TH 1 S PROJECT.
THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENG 1 NEER OF RECORD AND BUILDING
DEPARTMENT AND SHALL BE IGBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH
THIS TYPE OF INSPECTION REQU I RED.
2. DESIGN REQUIREMENTS:
A. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER GBG 2013 CHAPTER 16,
DIVISIONS I, II, III, AND IV U.N.O.:
B. SEISMIC:
SEISMIC IMPORTANCE FACTOR: I
SEISMIC SITE GLASS: D
SEISMIC DESIGN CATEGORY: D
RESPONSE MODIFICATION FACTOR: R = 6.5
MAPPED SPECTRAL RESPONSE ACCELERATIONS. Ss = 0.616, 51 = 0.273
SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD 1 = 0.338, Gs = n/a
BASIC SEISMIC -FORGE -RESISTING SYSTEM: BRACED WALL PANELS PER GRG 2013
SE I SM I G BASE SHEAR: N/A
ANALYSIS PROCEDURE USED: PRESCRIPTIVE
G. WIND:
WIND SPEED: 110 MPH
WIND EXPOSURE: B
D. GRAVITY LOADS:
LIVE LOADS:
ROOF.............................................. 20 PSF
FLOOR............................................. 40 PSF
SLEEPING ..................................... 30 PSF
ROOF SNOW .................................. n/a
3. SITE WORK AND FOUNDATIONS:
A. ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER GBG TABLE 1806.2. UNLESS OTHERWISE NOTED BY
GEOTECHNICAL REPORT.
B. BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT
MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO
THE ATTENTION OF THE ENGINEER.
G. ALL FOOTINGS (RETAINING WALL, SPREAD AND WALL FOOTINGS) SHALL BE CONSTRUCTED WITH A DEPTH
BELOW THE FROST LINE, 12" MIN AND PER LOCAL REQUIREMENTS.
D. ALL FOUNDATION TRENCHES SHALL BE GLEAN, FREE OF DEBRIS AND LEVEL.
E. NATIVE OR FINISHED &RADE SHALL SLOPE AWAY FROM THE STRUCTURE A MINIIMUM SLOPE OF 5% FOR A
MINIMUM 10 FEET HORIZONTAL. FINISHED SURFACES SUCH AS CONCRETE OR ASPHALT SHALL SLOPE A
MINIMUM tib OR PER ADA REQUIREMENTS.
F. IF BUILDING PAD IS REQUIRED, FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION AND OTHER
FOREIGN MATER I ALS. ENGINEERED FILL SHALL BE DESIGNED, INSPECTED AND CERTIFIED BY A THIRD
PARTY OTHER THAN THE ENGINEER OF RECORD.
G. RETAINING WALLS SHALL BE CONSTRUCTED WITH A MINIMUM 4" DIAMETER DRAIN PLACED AT THE BASE OF
THE RETAINED SIDE OF THE WALL. PIPE SHALL BE SLOPED AND DRAINED TO DAYLIGHT.
H. A GEOTHECHNICAL ENGINEER MUST APPROVE THE PLACEMENT OF FOUNDATIONS ON OR ADJACENT TO
SLOPES. ENGINEER OF RECORD SHALL NOT BE LIABLE FOR ANY FOUNDATIONS NOT DESIGNED IN
ACCORDANCE WITH CHAPTER IS SECTION 1805 OF GBG 2013.
I. THIS DESIGN AND CALCULATIONS ASSUME UNDISTURBED SOILS AND STABLE, LEVEL, OR STEPPED
FOOTINGS. IT SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO
CONSTRUCTION IF OTHER CONDITIONS ARE PRESENT.
J. NO RECOMMENDATIONS HAVE BEEN MADE FOR CONDITIONS WHERE THE LOADS TO THE EXISTING
FOUNDATIONS HAVE NOT BEEN SIGNIFICANTLY INCREASED. ONLY LOCATIONS WHERE LOADS HAVE BEEN
INCREASED S I GN I F I CANTLY HAVE BEEN ADDRESSED IN THIS DESIGN. THE OWNER SHALL BE ADVISED
THAT THE EXISTING FOUNDATIONS MAY OR MAY NOT BE STRUCTURALLY ADEQUATE. SETTLEMENT,
CRACKING AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF
THIS DESIGN.
4. CONCRETE:
A. CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O.
B. ALL GEMENT USED SHALL CONFORM TO ASTM 0-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI.
G. AGGREGATE SHALL CONFORM TO ASTM 0-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI
REACTIVE AS DETERMINED BY ASTM C-22-7,251, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS
TO ALKALI REACTIVE MATERIALS, PROVIDE GEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45%
BY WEIGHT.
D. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST
EDITION OF THE AGI 318.
E. SLABS ON GRADE SHALL BE PER THE CONTRACTOR. THE FOLLOWING SHALL BE USED AS A MINIMUM:
-AT GARAGE SLABS; USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.G. EACH WAY ABOVE MID -DEPTH OF
SLAB OVER MOISTURE BARRIER OVER 4" AGGREGATE BASE.
-AT ALL OTHER CONDITIONS; USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6
WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS.
F. SAW -GUT SLAB WITH 3/4" DEEP GROOVE FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 15'-0"
WHERE SLAB 15 REINFORCED, INTERVALS SHALL NOT TO EXCEED 8'-0" WHERE SLAB 15 UN -REINFORCED.
5. RE I NFORG I NG STEEL
A. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL
REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC
IS TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES.
B. ALL BARS SHALL BE DEFORMED PER ASTM A505.
G. ALL BARS SHALL BE GLEAN AND FREE OF ,LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING
MATERIALS.
D. ALL BENDS SHALL BE MADE GOLD.
E. LAP REINFORCING 40 BAR DIAMETERS, U.N.O.
F. REINFORCEMENT COVER SHALL BE AS FOLLOWS:
-CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3"
-CONCRETE WITH 5O1L OR WEATHER EXPOSURE:
#5 BARS AND SMALLER 1 1/2"
#6 BARS AND LARGER 2"
-CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4"
G. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY
SECURED IN POSITION BEFORE AND DURINC-� CONCRETE PLACEMENT.
6. FRAMING LUMBER:
A. MINIMUM NAILING SHALL BE PER GBG 2013 TABLE 2304.9.1, U.N.O.
B. ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS OF SAME
SPECIES MAY BE SUBSTITUTED AT CONTRACTORS OPTION.
G. CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF
ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS OR
COMPROMISED WATERPROOFING SYSTEM. THE CONTR,-\CTOR SHALL TAKE ALL MEASURES NECESSARY TO
PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE.
D. ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF
MATERIAL THAT 15 NATURALLY RESISTANCE TO DECAY.
6.1 MATERIALS:
A. SHEATHING:
-ROOF SHEATHING: SEE ROOF FRAMING PLANS
-FLOOR SHEATHING: SEE FLOOR FRAMING PLANS
-WALL SHEATHING: SEE SHEAR WALL SCHEDULE
B. GLUE -LAM BEAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO
WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER.
G. GLUED LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN
ACCORDANCE WITH GBG 2303.1.3, AITC A19O.1, AND ASTM D 3'73'7. BEAM INSPECTION CERTIFICATES
SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN
ACCORDANCE WITH GBG 1704.2.
D. MICRO -LAM BEAMS, LVL (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI 4 FV= 285 PSI MIN.,
AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481
E. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH ANCHOR BOLTS PER SHEAR WALL
SCHEDULE AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6-0" O.G. MAX. WITH ONE BOLT LOCATED
1'-0" MAXIMUM FROM EACH END OF EACH PIECE.
F. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.G.L.I .B. AND
SHALL HAVE A MOISTURE CONTENT LE55 THAN 19%, U.N.O.
-STUDS SHALL BE STUD GRADE OR BETTER.
-ALL POSTS SHALL BE DF -L #1 U.N.O.
-2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O.
-2X JOISTS SHALL BE DF -L #2 U.N.O.
-CONGEALED BEAMS SHALL BE DF -L #2
-EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHG (4X6 AND LARGER)
-ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER.
G. ALL NAILS SHALL BE COMMON U.N.O. INHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS
SHALL BE GALVANIZED. WHERE DRIVEN INTO PRESSURE TREATED MATERIAL, NAILS SHALL BE HOT
DIPPED GALVANIZED.
H. BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE
RUST.
I. ALL HARDWARE GALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVALENT,
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED
FASTENERS. ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MATERIAL SHALL BE, HOT DIPPED
GALVANIZED, ZMAX, STAINLESS STEEL OR AS OTHERWISE DIRECTED BY MANUFACTURER FOR CORROSION
RESISTANCE AGAINST SPECIFIC, PRESSURE TREATMENT CHEMICAL.
J. MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS, OR BCI) SHALL BE INSTALLED PER THE MANUFACTURES
RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD
(SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL
LOCATIONS WHERE LEDGERS ARE USED, SUCH AS DECK LEDGERS.
6.2 BEAMS AND POSTS:
A. ALL BUILT UP MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH Ibd NAILS AT b" O.G.,
T415 U.N.O.
B. BUILT UP MULTIPLY LVL BEAMS SHALL BE FASTENED TOGETHER PER MANUFACTURES RECOMMENDATIONS.
G. PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND
UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR
ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRANINC75
INCLUDING BUT NOT LIMITED TO:, HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE
ENCLOSURES, WOOD BURNING STOVE, ETC.. .
D. PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS
E. SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND
BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS.
F. VERTICAL GRAIN BLOCKING OR FRAMING SHALL BE USED WHERE POSTS WITH COLUMN CAPS OR BEARING
PLATES ARE SPECIFIED
6.3 WALL FRAMING:
A. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH
SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED OR PLATE IS DISCONTINUOUS, USE 5T2122 STRAP U.N.O.
B. DOUBLE TOP PLATE SPLICES AND JOINTS IN DOUBLE TOP PLATE OF LOAD BEARING WALLS SHALL OCCUR
AT THE CENTER LINE OF SUPPORTING STUD.
G. FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-O"
D. WHERE SHEAR ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMP5ON TITEN HO ANCHORS WITH
6" MINIMUM EMBEDMENT INTO CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS
AND CURRENT IGBO REPORT.
E. CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES.
F. NOTCHED AND/OR OUT STUDS TO FIT AROUND ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE
FULL BEARING TO THE FOUNDATION PLATE.
G. LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS
WHICH DO NOT REQUIRE THE CUTTING, OF STUDS ARE AN ACCEPTABLE ALTERNATIVE.
H. SEE NOTE 6.1-E FOR SILL AND ANCHOR BOLT SPECIFICATIONS.
1. WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS
AND SHEAR WALL SCHEDULE.
6.4 CONNECTIONS:
A. HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE.
B. ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE
BEARING AGAINST WOOD.
G. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE
CLOSING IN OR .AT COMPLETION OF JOB.
D. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE.
8.2 OUT AND STACKED ROOF FRAMING:
A. OUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF
THE LATEST GAL I FORN I A BUILDING CODE (CHAPTER 25). PURLINS, BRACES, I NTERMED I ATE SUPPORTS,
AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING
ALL GRAVITY AND WIND LOADS TO THE FOUNDATION.
THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY:
I. RAFTER MAXIMUM SPANS
A. 2X6 DF -L #2: 7'-O"
B. 2X8 DF -L #2: 9'-0"
G. 2XIO DF -L #2: 11'-0"
2. MINIMUM BRACE 51ZE = 2X6
S. MAXIMUM BRACE SPACING = 4'-0" O.G.
4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O.
B. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF
SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS
MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED
GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED
ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN
ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM
IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR
ADDITIONAL INFORMATION.
STAKE
FIBER ROLL
EXCAVATED
NOTE:
I. FIBER ROLLS SHALL BE 9" DIA MIN.
2. INSTALL ON LEVEL CONTOURS
SECTION
TOP OF GRADING WHERE
CONFORMS TO EXISTING SLOPE
6'-6" BELOW TOP
OF GRADING
FIBER ROLLSPACED/
EQUALLY ALONG SLOPE —� / /
FIBER ROLLSPACED
EQUALLY ALONG SLOPE
5'-0" ABOVE
TOE OF SPLORE
1
SDI
r VARIES
� I
SLOPE
FIBER ROLL
EXCAVATED MATERIAL
STAGGER JOINTS
5'-0" TO 10'-0"
TOE OF GRADING WHERE
CONFORMS TO EXISTING SLOPE
FIBER ROLL - TYPE (PERSPECTIVE)
PERMIT#�i2
NO scams
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CSD C®MPLICE
DATE -7 Z ( SY
FLOOR PLY AND FLOOR JOIST PER PLAN LAP 6"
NAILING PER PLAN ON CENTERLINE OF GIRDER
SOLID BLOCKING
D
16" O.G. MAX SPACING DBL TOP PLATET4 B, TYP PER 4/5D2
&IRDR PER.
AT POSTTH S
BC POST CAP(3) 8d TOENAILS PER F.J.
4X6 P05T WITH (4) Ibd z
ROUGHTOENAILS TO PIER
ol
H OPENING -(
T T W
ROUGH "WETSET"
OPENING PRECAST -
GONG. PIER
,.•• e ...:`3�......3 3 ....... E t...._`: • ` e i_.... '�::�.; a �:::: �:
G
G
F
\ -- P.T. SILL AND
A.B. PER 8/SD2
A. HEADER PER PLAN
B. TRIMMER PER SCHEDULE
G. KING STUD PER SCHEDULE
D. (2) A55 AT MULTILE KING STUDS
E. BLOCK AT PLYWOOD SPLICE, AND MAX 10' UNBRACED STUD LENGTH
F. BLOCK SOLID AT MULTIPLE STUDS AND CONTINUE MULTIPLE STUD GROUP TO
FOUNDATION.
G. NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH Ibd AT 12" O.G. STAGGERED,
U.N.O.
H.. WALL STUD PER PLAN, DF#2 AT 16" O.G. U.N.O.
I. P05T PER PLAN
2X4 WALL OPENING SCHEDULE 9 PLATE
OPENING SIZE (A)
HEADER SIZE
TRIMMERS
KING STUDS
UP TO 41-011SEE
PLAN
(1) 2X4
(1) 2X4
41-011 b TO -OI'
SEE PLAN
(1) 2X4
(2) 2X4
6'-0" TO 8'-0"
SEE PLAN
(2) 2X4
(2) 2X4
8'-0" TO 10'-0"
SEE PLAN
(2) 2X4
(5) 2X4
UP TO I6'-0"
SEE PLAN
(5) 2X4
(5) 2X4
2X6 WALL OPENING SCHEDULE
SD2
DIM PER PLAN
INTERIOR FOUNDATION
ROOF PLY PER PLAN
FOUNDATION
PER PLAN
DRAG STRAP AND BLK
WHERE OCCURS PER PLAN
E.N.
SOLE NAILING PER 505
2X BLOCK
A35 WHERE HI EA TRU55, TIP
ROOF TRUSSES, B.O. OCCURS
10F PLATE E.N.
E
OPENING SIZE (A)
HEADER SIZE
TRIMMERS
KING STUDS
UP TO b'-0"
SEE PLAN
(1) 2Xb
(1) 2Xb
6'-0" TO 8'-0"
SEE PLAN
(2) 2XG
(1) 2X6
8'-0" TO 10'-0"
SEE PLAN
(2) 2Xb
(2) 2Xb
UP TO I6'-0"
SEE PLAN
(2) 2X6
(2) 2Xb
11 �� TYPICAL WOOD STUD WALL ELEVATION
SD2 NO SCALE
Cl
POST GAP PER PLAN ---
-----------------------
G.L. OF BEAM
°
— — — — — — — — — — — — — — — — — — — —
KNEE BRACE
ON SECOND
SIDE WHERE
OCCURS
POST PER
PLAN
12 KNEE BRACE DETAIL
SD2
BEAM
PER PLAN
J
4X BRACE N/ (5) 1/4"
I D I A X 6" SDS SCREWS
OR (1) 1/2" DIA THRU
BOLT EA END
NO SCALE
DBL TOP PLATE PER 4/SD2 SHEAR PLY
BWS
BEAM WHERE OCCURS
WALL FRAMING PER PLAN DIM PER
"II PLAN
g '� TYPICAL EAVE DETAIL
S� NO SCALE
2X BLK AT BRACE
DIM PER
E.N. (5) TOE NAIL PLAN
E.N.
ROOF I
TRUSSES, B.O. 2X6 FLAT
OUTLOOKERS
AT 24" O.G.
I
GABLE END
TRUSS, B.O.
2X6 BRACE AT
4'-0" O.G. W/ (4) Ibd I PLYWOOD,
NAILS EA END NAILING AND
2X6 BLK AT FINISH PER PLAN
4'-0" O.G. W/ (3) HGAIO AT 48" O.G. AND
Ibd T.N. EA END A55 CLIP WHERE
OCCURS PER SHEAR
WALL 5GHED
E.N.
(3) Ibd TOE NAILS EA BLK
DBL TOP PLATE PER 4/SD2 SHEAR PLY BNS
NOTE: WALL FRAMING OR
CONTRACTOR SHALL VERIFY NOTCH DEPTH BEAM PER PLAN
AND LOCATION WITH TRUSS MFR. PRIOR TO
GUTTING SEAT GUT FOR OUTLOOKER.
(__q� TYPICAL GABLE END DETAIL
\ SD2 / NO SCelIB
(5) Ibd NAILS AT CORNER OR INT. WALL
Ibd SINKERS AT 4'-0" MIN. LAP LENGTH, TYP Ibd SINKERS AT
16" 0.0. (12) MIN. Ibd 51NKER5 AT 16" O.G. W' O.G. 12 MIN.
BETWEEN SPLICES (12) MIN. BETWEEN SPLICES BETWEEN SPLICES
z7l
STUD AT EA SPLICE DBL TOP PLATE
BRAGED NALL 5CHF-DULE
WALL
MATERIAL
MIN PANEL
MAX STUD
FASTENER
MIN FASTENER
ADD'L
TYPE
THICKNESS
SPACING
in
SPACING
NOTES
O
WOOD STRUCTURAL
3/8 „
Ib ��
8d COMMON
VIA)
XPEN
b" O.G. E.N.
I
THRU
PANEL (SEG RbO4)
Z
.115"
1.15"
12" O.G. F.N.
1 1/2" &ALV. ROOFING
-111 O.G. E.N.
2
O
&YPSUM BOARD
I/2"
Ib"
NAIL OR
T" O.G. F.N.
Q
O
Z
ce
I I/4" SCREW
Z
LU
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PORTLAND GEMENT
1/2"
Ib"
SEE NOTE '1'
T' O.G. ALL
8
PLASTER
a
-0
FRAMING MEMBERS
a
CORNER OR INT. WALL WHERE OGGURS
TYPlt�^AL TOP PLATE SPLICE NOTES:
I. PANEL STRENGTH AX15 PARALLEL OR PERP. TO SUPPORTS. THREE PLY PLYWOOD SHEATHING WITH
STUDS SPACED MORE THAN 16" O.G. SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERP. TO
DBL TOP SUPPORTS.
PLATE PER ST2122 STRAP, U.N.O. 2. PLYWOOD SIDING RATED Ib" O.G. OR 24" O.G. SHALL BE PERMITTED AS AN ALTERNATE TO PANEL WITH
DETAIL ABOVE CENTERED ON CONT. WALL 24/16 SPAN RATING.
DISCONTINUITY WHERE OCCURS
£ 3. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT Ib" O.G. MAX,
I BLOCK ALL PANEL ED&E5.
(5) Ibd NAILS
+ + + + 4. SHEATHIN6: USE APA RATED (24/16 SPAN RATIN&) SHEATHING U.N.O
+ + 5. NAILS: USE 8d COMMON OR 8d GUN NAILS (2.5" X DIA. = 0.131") EDGE NAIL AT ALL PANEL ED&ES, TOP
PLATE, SOLE PLATE, MUD SILL, POSTS, AND HOLD-DOWN COMP. STUDS, FIELD NAIL AT 12" O.G.
STUD AT EA SPLICE + 6. GYPSUM BOARD SCREW FASTENERS SHALL BE 1 1/4" IN LENGTH AND TYPE W OR S. GR0I3 TABLE
R603.20)
TYPICAL TOP PLATE PARTIAL PLANAT TOP I. PGP WALLS SHALL BE FASTENED TO FRAMING WITH 1 1/2" LONG, 11 &ASE, -1/I6" DIA HEAD NAILS OR "1/8"
DISCONTINUITY PLATE CORNER AND TEE LONG Ib &A&E STAPLES.
8. PGP WALLS SHALL BE INSTALLED IN ACCORDANCE WITH GB0I3 SECTION R'103.6 AND ASTM Ca2b AND
ASTM 01063
4 TYPICAL TOP PLATE SPICE DETAIL 1 BRACED WALL PANEL SCHEDULE
SD2 NO SCALE SD2 NO SCALE
NOTES: TOP PLATE
I. SILL PLATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR WALL SCHEDULE. AND SPLICE 5X STUDS WHERE 41 8 (5) Ibd AT LAP WALL CORNER
PER 4/5D2 EQ'D PER BINS 5D2 5D2 SPLICE, TYP WHERE OCCURS
2. PROVIDE (2) BOLTS MIN PER SILL PLATE.
3. DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE
USED WHEN A STANDARD OUT WASHER 15 ADDED BETWEEN THE PLATE WASHER AND NUT. I 7T
4. AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2" DIAM. TITEN HD AT REQUIRED
A.B. SPACING WITH 4" EMBED IN FOUNDATION, 1 5/4" MIN. EDGE DIST., 8" MIN. END DIST., 8" I I I I I E.N. PER
MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER I I I°I I 5W5
MFR'S RECOMMENDATIONS
I/8" GAP PER
5. ANCHOR BOLT EMBEDMENT SHALL BE DETERMINED BY P.T. SLAB ON GRADE DESIGNER MANUF., TYP
STUD I I I F.N. R SW
SPACING AI I I I I COMP. POST
A.B. PER SHEAR WALL 50HED. IN/ 2" HOOK PER 5161 A REQD PER5 — _ I'I I 1 ASCHED.
AND 5" X 5" X 0.2241" PLATE WASHER, TIP. I I I I I 1
5" MIN U.N.O. BY SHEAR WALL 5GHED. BLKG AS REQ'D I PER PLANY I°I
6 -O MAX AT (1) AND (2) STORY PTDF AT PANEL EDGES
12 MAX 4'-0" MAX AT (5) STORY AND ABOVE SILL
5D2 I I HD PER PLAN
II I I I SILL PLATE
PER SINS I I I I I I =� 1-
RIM AT
RAISED
A.B. PER SINS FLOOR
A B PER
5
SD2
AT RETROFIT OR FOUNDATION
MISPLACED A.B. B.O. PER PLAN
SEE NOTE 4
VCHOR BOLT SPACING DETAIL
(E) CONT. RIM
(E) FLOOR
(E) FLOOR JOIST
(E) GIRDER
WHERE OCCURS
Z 12" MIN
NO SCALE
(N) FLOOR PLY OR
UNDERLAYMENT PER PLAN
FLOOR JOIST
PER PLAN
(N) LUS HANGER
EA JOIST
(E) FOUNDATOIN
6 LEDGER CONN. AT EXISTING FND DETAIL
SD2 NO SCALE
HD SCHED.
4
FND PER PLAN 12" MIN
(__2� TYPICAL SHEAR WALL ELEVATION
SD2 1 SPORYCONDMON NO SCALE
WALL FRAMING PER PLAN
BLOCK SOLID AT POST AND H.D.
SHEAR PLY BAS
2X DECKING AND
NAILING PER PLAN SOLE NAILING
E.N.
FLOOR JOI5T PER PLAN RIM
P.T. SILL AND A.B. PER 5/5D2
NI E.N.
8" MIN SLAB ON
................................. GRADE
z
PER PLAN
WHERE
'�I.I<;I..;_ OCCURS
J6" MIN,`'SLOPE FINISHED
�. � •... �� %.....:; � ��.��i € • • �� �- Z GRADE WAY
3 'FROM FND
#4 AT 24" O.G.-
#4 AT 18" O.G. VERT;
WHERE STEM > 24" _
5" CLEAR
4— 12" MIN -- (1) #4 CONT. TOP AND BOTT
3 TYPICAL FOUNDATION DETAIL
SD2 PERMIT # NO SCALE
BUTTE COUNTY DEVELOPMENT SERV E -
REVIEWED FOC �,
SOD COMPLIA'v�` :
REV DATE BY
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JULY 15, 2016
Phase: PERMIT
Ckd. By: CMR
Date: 07.15.16
Project #: 16-045
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GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE
PROVISIONS OF THE 2013 CALIF. BUILDING CODE AS WELL AS ANY
APPLICABLE MUNICIPAL, STATE, AND FEDERAL REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,
AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING
WORK AND NOTIFY DESIGNER OF ANY DISCREPANCIES OR
INCONSISTENCIES. THE DESIGNER SHALL APPROVE ANY
ADJUSTMENTS TO THE PLAN.
3. FOR ANY CERTAIN FEATURES OF CONSTRUCTION AND FINISH THAT
ARE NOT FULLY SHOWN ON THESE DRAWINGS OR NOTES, THEIR
CONSTRUCTION SHALL BE SIMILAR TO CONDITIONS THAT ARE SHOWN.
ALL FINISHES SHALL BE VERIFIED WITH OWNER.
4. DIMENSIONS NOTED AS "CLR." ARE MIN. CLEARANCE AND MUST BE
MAINTAINED AS NET CLEARANCE.
5. ALL WEATHER PROOFING & FLASHING IS THE RESPONSIBILITY OF
THE BUILDER.
FRAMING NOTES:
1. ALL LOAD BEARING MEMBERS = DFSB.
2. ALL WOOD TO CONCRETE SHALL BE PTS.
3. PROVIDE DOUBLE TOP PLATES WITH 4' MIN. LAPS.
16d NAILING 16" cc TYP. WITH 12 MIN EACH SIDE OF SPLICE.
4. ALL LOAD BEARING STUDS ARE 2x6 16" cc UNLESS NOTED
OTHERWISE.
5. ALL NAILING TO COMPLY WITH 2013 CBC NAILING SCHEDULE TABLE
2304.9.1 NAILS EXPOSED TO WEATHER SHALL BE GALVANIZED.
6. CRIPPLE WALLS WITH A STUD HEIGHT OF 14" OR MORE SHALL BE
BRACED WITH 3/8" PW NAILED TO THE TOP AND BOTTOM PLATES.
7. PROVIDE DOUBLE TRIMMERS FOR OPENINGS OF 8 FEET OR MORE.
8. CARRY ALL POST AND SOLID FRAMING TO FOUNDATION WITH SOLID
BLOCKING AND / OR FRAMING.
9. THE MIN. CLR. BETWEEN GIRDERS AND GRADE IS 12". MIN CLR
BETWEEN FLOOR JOIST AND GRADE IS 18".
10. NOTCHING AND BORING OF WOOD:
HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF THE
STUD WIDTH. HOLES IN NON BEARING MEMBERS SHALL NOT EXCEED
60% OF WIDTH.
HOLES SHALL BE NO CLOSER TOP 5/8" OF ANY MEMBER EDGE.
NOTCHES AT THE END OF JOIST SHALL NOT BE MORE THAN 1/4T" OF
THE JOIST.
NOTCHES IN THE TOP OR BOTTOM OF JOIST SHALL NOT EXCEED 1/6T"
AND SHALL NOT BE LOCATED IN THE MIDDLE 3RD OF THE JOIST SPAN.
HOLES IN JOIST SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM
AND THE DIAMETER SHALL NOT EXCEED 1/3 RD MEMBER WIDTH.
13. BLOCKING:
THE BUILDER SHALL PROVIDE BLOCKING FOR THE BACKING OF
FIXTURES, FLASHINGS, TOWEL BARS, & AS NECESSARY FOR OTHER
SUB CONTRACTORS.
WALLS SHALL BE FIRE BLOCKED AT A MAXIMUM SPACING OF 10' OC.
PROVIDE FIRE BLOCKING AT ANY LOCATION SUCH AS DROPPED
CEILINGS TO PREVENT DRAFT BETWEEN WALL AND FLOOR OR ROOF.
2X SOLID BLOCKING SHALL BE PROVIDED OVER ALL BEARING
WALLS, BRACED WALLS, AND GIRDERS OR BEAMS SUPPORTING
MEMBERS.
PLYWOOD (PW):
ALL PLYWOOD SHALL BE AT LEAST THE THICKNESS NOTED ON THE
PLAN. ALL PLYWOOD IS APA RATED OSB UNLESS NOTED
OTHERWISE.
ALL PW PANELS SHALL BUTT AT CENTERLINE OF SUPPORTING
MEMBER WITH EDGE NAILING (EN) FROM EACH PANEL TO THAT
MEMBER.
ALL ROOF AND FLOOR PW IS INSTALLED WITH LONG EDGE ACROSS
SUPPORTING MEMBERS.
A. ROOF SHEETING:
ROOF SHEETING IS RADIANT BARRIER APA RATED OSB PW AND
SHALL BE NOTED ON ROOF PLAN AS WELL AS TITLE 24.
UNO, ALL ROOF SHEETING IS 1h" APA RATED SHEETING.
NAILING = 8d VCS 6"oc EDGE (EN) AND 12" cc FIELD.
B. SUB FLOOR:
UNO SUB FLOOR SHEETING SHALL BE %" CDX APA RATED STURDY
FLOOR OR COMPLY. PROVIDE 200 APA GLUE AND NAIL WITH 10d 6"oc
EDGE, 12" cc FIELD.
LATERAL BRACING:
DENOTES 3/8" MIN APA RATED PW OR OSB SHEETING OVER 2X STUDS
SPACED 16"O/C.
NAILING = 8d VCS 6" O/C EDGE (EN) AND 12"O/C FIELD. EN TO TOP AND
BOTTOM PLATES (SILL). BLOCK ALL PW EDGES FOR EDGE.NAILING.
L= BRACE PANEL LENGTH. (WALL HEIGHT: PANEL LENGTH NOT TO
EXCEED 2:1)
DENOTES ALTERNATE BRACED WALL.
L=2'8'MIN. SEE DETAIL.
DENOTES BRACED PORTAL -SECTION 2308.9.3.2
L=16" MIN. SEE DETAIL.
1. VERIFY BRACE WALL (LBW) LOCATIONS WITH FLOOR PLAN PAGE 1.
2. CRIPPLE WALLS HAVING A STUD HEIGHT EXCEEDING 14" SHALL BE
CONSIDERED A STORY AND SHALL BE BRACED AS REQUIRED FOR
BRACED WALL LINES ABOVE.
3. TYPICALLY ALL LATERAL BRACED WALL LINES HAVE A 12"W X 12"DP
CONTINUOUS FOOTING.
3. WHERE INTERIOR BRACED WALL LINES DO NOT HAVE CONTINUOUS
FOOTING THE REQUIRED BRACE PANELS LENGTHS HAVE BEEN
INCREASED BY 50%.
FOUNDATION NOTES:
THE BUILDER SHALL CONSULT AND COMPLY WITH SOIL REPORT FOR
ADDITIONAL NOTES OR SPECIFICATIONS DUE TO CONDITIONS.
1. THE FINISH GRADE (FG) ADJACENT TO THE FOUNDATION SHALL BE
SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN
1:20 (5%) FOR A MIN. DISTANCE OF 10 FEET, OR AN ALTERNATIVE
METHOD USED TO DIVERT WATER FROM THE FOUNDATION.
2. FOR RAISED FOUNDATIONS PROVIDE AT LEAST ONE ACCESS AT
LEAST 20' OF PLUMBING CLEAN OUT. ACCESS OPENING SHALL BE
MIN. 24" X 18".
3. PROVIDE SLEEVES TO PROTECT ALL PIPING THROUGH CONCRETE
FLOORS AND WALLS. CPC 313.10.1
4. ALL NEW FOOTINGS SHALL BE INTO UNDISTURBED SOIL AND IS
BASED ON AN ALLOWABLE BEARING CAPACITY OF 1500 PSF.
5. CONCRETE SHALL BE MIN. 2500 PSI. 5 SACK MIN. MAX SLUMP OF 4".
6. REBAR SHALL BE ASTM A615 GRADE 40 AND ALL LAPS ARE 40X BAR
DIAM.
7. ALL STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL HAVE A
MIN. 3" COVER.
8. TYPICAL %Z" X 10" ANCHOR BOLTS (AB) ARE LOCATED 48" cc AND
WITHIN 12" FROM EACH CORNER AND SILL SPLICE. MIN. EMBED = 71)
.
9.3X3" X.0229 INCH PLATE WASHERS ARE REQUIRED ON EACH BOLT.
SLOTTED WASHERS OK.
10. ALL WOOD TO CONCRETE SHALL BE PTS.
SEE ELEVATION PAGE FOR ANY ADDITIONAL OR SPECIFIC NOTES.
NOTES FOR 2013 WUI AND 2013 CBC CHAPTER 7A COMPLIANCE:
1. Windows shall have one panel of glazing tempered or have a 20
min. rating per CBC section 704 A.3.2.2.
2. No eave vents are.allowed.
See attic venting notes. CBC 704 A.2.2.
3. All overhangs, soffits, and lids shall be protected by James Hardie
"Hardiesoffit" or "Cemsoffit"un-vented, fiber cement soffit, 3/16" thick.
4. All exterior doors shall conform to the performance requirements of
Standard SFM 12-7A-1 or shall be of approved non-combustible, or
solid core wood having stiles and rails not less than 1-3/8" thick with
interior field panel thickness of no less than 1-1/4" thick, or shall have
a fire resistance rating of not less than 20 minutes per CBC section
704A.3.2.3.
.5. Siding materials are as noted on elevations and comply with WUI
product list published by Cal Fire.
6. All patios are concrete.
7. See roofing notes, page 1.
ROOFING:
1. UNLESS NOTED OTHERWISE COMPOSITION ROOFING SHALL BE
RATED CLASS A. 2013 CBC SECTION 704A.1.1.
2. PROVIDE ONE LAYER OF NO. 72 ASTM CAP SHEET UNDER FLASHING
RUNNING THE FULL LENGTH OF ALL ROOF VALLEYS. PER 2007 CBC
SECTION 704A.1.3.
3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS OF PREVENTING
DEBRIS ACCUMULATION AS PER CBC SECTION 704A 1.5.
VENTILATION NOTES:
ALL VENTS ARE CORROSION RESISTANT, MIN.1/8" MAX. 1/4" SCREEN.
FOUNDATION VENTING:
PROVIDE CROSS VENTILATION AT A 1/150 MIN.
GALV. METAL LOUVERED GABLE END VENTS ARE ALLOWED
FOR VENTING EXTERIOR WALL OPENINGS TO SUB FLOOR.
PER CBC SECTION 704A.3.2.
UNDER FLOOR AREA = SQ, FT
MIN VENTS REQ. = SQ. FT.
14X14 GABLE VENT = 1.36 SQ. FT. MIN REQ. =
6X14" FOUNDATION VENT =.58 SQ. FT. MIN REQ. =
ROOF VENTING:
EAVE VENTING ALLOWED. EAVE VENTING NOT ALLOWED.
THE NET FREE VENTILATION AREA SHALL BE 1/300 OF THE AREA
VENTED SPACE PROVIDED AT LEAST 50% OF THE REQ. VENT AREA IS
PROVIDED BY ROOF VENTING LOCATED AT LEAST 3' ABOVE THE EAVE
WITH THE BALANCE PROVIDED BY EAVE VENTING.
OTHER THAN NOTED ABOVE, PROVIDE 1/150 ATTIC AREA VENTILATION.
IF EVE VENTING NOTED AS ALLOWED, ALLOW 1" MIN. AIR SPACE
BETWEEN ROOF SHEETING AND ATTIC INSULATION VIA BAFFLE.
ATTIC AREA= SQ FEET.
MIN. VENTING REQUIRED= SQ.FT.
14X24 GABLE VENTS = 2.3 SF. MIN. REQ.=
EAVE VENTS = .53SF. MIN. REQ.=
COMBUSTION AIR:
APPLIANCES LOCATED WITHIN CONFINED SPACES MUST BE PROVIDED
WITH OPENINGS WITH A FREE AREA OF AT LEAST ONE SQ. INCH PER
FOOT 1000 BTU/H OF THE TOTAL INPUT RATING OF ALL THE
APPLIANCES WITHIN THE ENCLOSED AREA, FREELY COMMUNICATING
WITH AREAS THAT HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE.
ONE HALF THE REQ. VENTING MUST BE LOCATED WITHIN THE UPPER
12" OF THE ENCLOSURE. THE MIN REQ. AREA FOR BOTH UPPER AND
LOVER VENT IS 100 SQ INCHES EACH.
Design:
Seismic Design Category: SDC -D
Wind design speed = 85 mph
Foundation allowable bearing = 1500psf
Floor = 40LL 10 DL psf.
Roof = 20 LL 10DL psf.
Conventional wood framing.
NOTE: THE 2013 CBC, CEC, CMC, CPC, &.2013 CA. ENERGY CODE ARE
APPLICABLE TO THE NEW PORTIONS OF THIS PROJECT.
ELECTRICAL NOTES:
1. PROVIDE GFI FOR ALL OUTSIDE, KITCHEN, SERVICE, AND BATH
PLUGS.
2. ALL OUTSIDE PLUGS SHALL BE WP/GFI (WATER PROF, GROUND
FAULT PROTECTED) AND LOCATED WITHIN 6'6" OF GRADE. PROVIDE
IN FRONT AND REAR OF HOUSE, AND AS PER PLAN.
3. CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A 4- PRONG
OUTLET IS REQUIRED FOR 220V COOKING APPLIANCES.
4. BATHROOMS SHALL HAVE 20AMP DEDICATED OUTLET NOT
SUPPLYING FAN, LIGHTS, OR OTHER OUTLETS.
5. LAUNDRY/SERVICE ROOM SHALL HAVE A DEDICATED 20 AMP OUTLET
NOT SUPPLYING FAN, LIGHTS, OR OTHER OUTLETS.
6. KITCHEN WILL HAVE 2 OR MORE 20 AMP DEDICATED OUTLET
CIRCUITS FOR SUPPLYING COUNTER SPACE OUTLETS ONLY.
7. PROVIDE SMOKE DETECTORS IN ALL BEDROOMS AND HALLWAYS
ADJACENT TO BEDROOMS AS INDICATED ON FLOOR PLAN.
BATTERY OPERATED DETECTOR IS OK FOR RETRO FIT.
FOR NEW CONSTRUCTION PROVIDE HARD WIRE WITH BATTERY BACK
UP.
SMOKE DETECTORS TO BE INTERCONNECTED IN SUCH A MANNER
THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE
ALARMS.
8. ALL BEDROOM CIRCUITS (LIGHTS, PLUGS, AND SMOKE DET.) TO
HAVE ARC FAULT CIRCUIT. CEC 210.12
9. ALL LIGHTING WILL COMPLY WITH 2013 CA. ENERGY CODE.
SEE ADDITIONAL LIGHTING NOTES BELLOW:
LIGHTING:
ALL LIGHTING WILL COMPLY WITH 2013 CA. ENERGY CODE. SEE
ATTACHED TITLE 24 FOR COMPLIANCE.
1. ALL INSTALLED LIGHTS IN OTHER THAN KITCHEN, BATHROOM,
GARAGE, LAUNDRY/SERVICE ROOM, WILL BE CONTROLLED BY A
DIMMER SWITCH, OCCUPANT SENSOR, OR WILL BE HIGH EFFICACY.
(THESE ARE FLORESCENT WITHOUT A SCREW BASE SOCKET).
2. RECESSED LIGHTS INTO INSULATED CEILINGS ARE REQUIRED TO BE
IC -RATED SO THAT INSULATION MAY BE PLACED OVER THEM AND
ARE TO BE LABELED AIR TIGHT (AT).
3. ALL EXTERIOR INCANDESCING LIGHTS SHALL HAVE BOTH MOTION
SENSOR AND PHOTO CONTROL OR BE HIGH EFFICACY.
4. GARAGE SHALL BE FLORESCENT SHOP LIGHTS.
5. BATHROOM AND SERVICE ROOM SHALL BE CONTROLLED BY AN
OCCUPANT SENSOR OR SHALL BE HIGH EFFICACY.
PLUMBING NOTES:
1. PROVIDE APPROVED EARTHQUAKE STRAPPING FOR WATER HEATER.
2. PROVIDE WATER HEATER PRESSURE RELIEF VALVE TO OUTSIDE.
3. PROVIDE 18" MIN CLR. TO FINISH GARAGE FLOOR.
4. ALL HOSE BIBS SHALL BE PROTECTED BY A LISTED NON REMOVABLE
VACUUM BREAKER PER CBC. 603.4.7
FIRE SEPARATION
1. DOORS BETWEEN THE GARAGE AND RESIDENCE SHALL BE 1- 3/8"
MIN. SOLID CORE OR 20 MIN. FIRE RATED WITH SELF CLOSING HINGE.
CBC 406.1.4
2. FIRE SEPARATION BETWEEN R-3 AND U OCCUPANCY SHALL BE %i"
DRYWALL ON THE WALL AND THE CEILING SHALL BE 5/8" TYPE X DW.
CBC 406.1
3. ELECTRICAL OUTLETS ON OPPOSITE SIDES OF THE FIRE
SEPARATION WALL MUST BE SEPARATED BY A HORIZONTAL
DISTANCE OF 24" MIN.
HVAC
1. PROVIDE HVAC AS DESCRIBED IN ATTACHED TITLE 24.
2. PROVIDE A LEVEL CONCRETE SLAB FOR OUTSIDE CONDENSER UNIT.
UNIT TO HAVE A 3" MIN. CLR. TO FG.
3. PROVIDE ATTIC ACCESS 30"X22" MIN. AND LARGE ENOUGH FOR
REMOVAL OF THE LARGEST ATTIC MOUNTED UNIT PART. THERE
SHALL BEAN UNOBSTRUCTED
ACCESS (30X30" MIN. BETWEEN WEBS OR FRAMING) TO THE UNIT
FROM THE ACCESS. PROVIDE A SOLID 24" WIDE CAT WALK FOR
SERVICE. PROVIDE A LEVEL
30"X30" PLATFORM FOR SERVICE.
4. PROVIDE A SERVICE RECEPTACLE. PROVIDE A HIGH EFFICACY LIGHT
CONTROLLED BY A SWITCH AT THE ACCESS OPENING.
CMC 305,309,904.11 & CEC210-70(a) (3)
5. PROVIDE AN INDEPENDENT MEANS OF DISCONNECT FOR THE
ELECTRICAL SUPPLY FOR THE AC CONDENSER UNIT LOCATED
WITHIN SIGHT OF THE UNIT.
LOCATE A GFI OUTLET WITHIN 25' OF UNIT AS SHOWN ON FLOOR
PLAN.
WINDOWS AND GLASS:
1. UNLESS NOTED OTHERWISE ON ELEVATIONS ALL WINDOWS ARE
VINYL DUAL GLAZED LOW E AND SIZED AS NOTED.
2. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS THEY
SHALL HAVE:
A. A FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE FF.
B. MIN. NET CLR. OPENING OF 5.7 SQ. FEET.
C. MIN. NET CLR. OPENING HEIGHT OF 24".
D. MIN. NET CLR. OPENING WIDTH OF 20".
3. TEMPERED SAFETY GLAZING IS NOTED AS "TEMPD."
SAFETY GLAZING SHALL BE PROVIDED IN ALL AREAS SUBJECT TO
HUMAN IMPACT SUCH AS:
A. GLASS SLIDING AND FRENCH DOORS.
B. GLASS LOCATED WITHIN 24" OF A DOOR.
C. GLASS WITHIN 18" OF FLOOR.
D. WARDROBE DOORS.
E. SHOWER AND TUB ENCLOSURES.
F. WINDOWS WITHIN BATH & SHOWER AREAS.
S4 X U PRINIID ON NM 1000N CLIMIPIrffr
I
1 FASTENING SCHEDULE [CBC TABLE 2304.9.11- Common or box nails permitted unless noted. Staples shall have min. 7/16"crown width.
1. 101STTOSILL ORGIRDER,TOENAIL
3-8dcommon, 3-3'x0.131'nails, 3-314 a esta les
2. BRIDGING TO JOISTJOENAIL EACH END
2.8dcommon, 2-3"x0.131"nai1s, 2.314 a esta las
3.1'x 6"SUBFLOOR OR LESS TO EACH J015T,FACE NAIL
2.8dcommon
4. WIDER THAN 1 "x 6"SUBROORTO EACH JOIST, FACE NAIL
3 -8d common
5. 2'SUBFLOORTOJOIST OR GIRDER, BLIND AND FACE NAIL
2 -16d common 1
6. SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL
16datWoc, 3"x0.131'nailsatFoc, 3'i4 gagesta les at 12"oc <'
SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS
3 -16d at 16',_4 -3'x 01.31 nails at 16; 4-3'14 a e sta les per 16"
7. TOP PLATETO STUD, END NAIL
2.16d common, 3.3'x 0.13I'nai1s, 1-3"14 z e staples "-
8. STUDIO SOLE PLATE,TOENAIL
STUDTO SOLE PLATE, END NAIL
9. DOUBLE STUDS, FACE NAIL
4.8d common, 4. Yx 0.131'nails, 3 -3'14 gage staples '
2.16dcommon, 3-3'0.131'nails, 3314 a esta les
i6dat24'oc 3'x0.131'naifat8'oc,3'14 gagesta le atFoc
10. DOUBLETOP PLATES,TYPICAL FACE NAIL
16dat16'oc,3'x0.131'nailatl2'oc, 3'14 a esta leatl2"oc
DOUBLE MP PLATES, LAP SPLICE..
8.16dcommon,12-3'0131'nails,12-314 gagesta les
11. BLOCKING BETWEEN JOISTS OT RAFTERS MTOP PLATETOENAIL
3-8dcommon, 3-3'x0.131'nails,3-3'14 a esta les
12. RIM JOISTTO TOP PLATE,TOENAIL
8d A C oG 3"0,131'nail at 6"oc, Y14 age staple at 6"oc
13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
2.16d common, 3.3'x 0.131'nail at 6"oc, 3'14 gage staples
14. CONTINUOUS HEADER,TWO PIECES
16d common 16'oc along ecie
15.CEUNGJOISTS MPLATE,MENAIL
3.8dcommon, 5.3"x0.131'nails,5-3'14aaoesta les
16. CONTINUOUS HEADERTO STUD TOENAIL
4 - 8d common
17. CEILING JOISTS,LAPSOVER PARTITIONS, FACE NAIL
3-16dcommon min.Table2308.10.4.1,4-3x0.131'nails,4-3'14 gagesta les
18. CEILING JOISTS TOPARALLEL RAFTERS, FACE NAIL
3-16dcommon min.Table2308.10,4.1,4-3'x0.131'nails,4-3'14 gagesta !es
19.RAFTERTOPLATE,TOENAIL
3 -ed atcommon,3-Yx0.131'nails,3-3"14 ciagestaples
20.1"DIAGONAL BRACE TO EACH STUD AND PLATE, FACE NAIL
2-8d common 2-3'x0.131', 3-3'14 gage staples
21.1"x 805HEATHINGTO EACH BEARING, FACE NAIL
3-8d common
22, WIDER THAN 1"x 8"SHEATHING TO EACH BEARING, FACE NAIL
3.8d common
23.BUILT-UP CORNER STUDS
16dcommon at24'oc,3'x0.131'nailsatl6'oc,3'14 gagesta les atl6'oc
24. BUILT-UP GIRDER AND BEAMS, FACE NAIL ATTOP AND BOTTOM STAGGERED ON OPPOSITE SIDES
20d common at 32" oc, 3"x 0.131'nail at 24'oc, 3`114 gage staple at 24'oc
BUILT-UP GIRDER AND BEAMS, FACE NAIL AT ENDS AND AT EACH SPLICE
2.20d common, 3 . Yx 0.131' na!Is, 3.3' 14 gage staple
25.2"PLANKS, AT EACH BEARING
16d common
26.COLLARTIETORAFTER, FACE NAIL
3-10dcommon, 4.3'x0.131'nails,4-3'14 gagesta les
27. JACK RAFTER TO HIP, MENAIL
3-10dcommon, 4-3'x0.131'nails,4-3'14 gagesta les
JACK RAFTERTOHIP, FACE NAIL
2-16dcommon,3-3'x0.I3I'naiIs,3 3'14 a esta les
28. ROOF RAFTER TO 2 -BY RIDGE BEAKTOENAIL OR FACE NAIL
2 -16d common, 3 -3"x 0.131'nails, 3 -3'14 page sta !es
29. J015TM BAND JOIST, FACE NAIL
3 -16d common, 4.3'x 0.131'nails, 4.3' 14 gage staples
30. LEDGER STRIP, FACE NAIL
3 -16d common, 4. Yx 0.131'nails, 4.3' 14 gage staples
31. WOOD STRUCTURAL PANELS AND PARTICLEBOARD a, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING
1/2'ANDLESS
6d ,c,2318'X0,113'nail , 1314'16 a ee
19/32'TO3/4"
8dcom.or6ddef., 2318"X0.113'naflCocatedge 8'ocfield, 2'16 a e4',8'oc
7/8" 1-01"
8d common ordetormed shank
11/8' 701 1/4"
10dorBdcommon
WOOD STRUCTURAL PANELS AND PARTICLEBOARD SINGLE FLOOR COMBINATION SUBFLOOR-UNDERLAYMENTTO FRAMING)
3/4"AND LESS
6d deformed shank
718" TO 1"
8d deformed shank
11/8" TO 11/40
1 O common or8ddeformed
32. PANEL SIDING (TO FRAMING)-1/2'OR LESS
6d Corrosion -resistant Wing or casing nail
PANEL SIDING (TO FRAMING) -5/8"
Ed Corrosion -resistant si ing or casing nail
33. FIBERBOARD SHEATHING -1/2' n
1112" 11 gage roofing nail T, 6d common nail, '1118' 16 gage staple 9
FIBERBOARD SHEATHING - 25/32" n
13/4' 11 gage roofin nal! , 8d common nail, 11/2'16 gage staple 9
34. INTERIOR PANELING -1/4"
4d Casing or finish nails spaced Von pariel ed es,12'at intermediate supports
INTERIOR PANELING - 3/8"
6d Panel suppons at 24' Casing orfinish nails spaced Vat edges, 12'at intermediate
a Narls spaced 6'oc at edges, 12'at intermediate supports except Vat supports where spans are 48'a. more, for nailing of wrood structural panel and particleboard diaphragms
and shear walls, refer to Section 2305. rNails permitted to be common,box or casing.
b Common or deformed shank
c For roof sheathing applicationod nails are the dinimum required for wood structural panels
d For roof sheathing applications, fasteners spaced 4'oc at edges, 8' oc at intermediate supports
e Fasteners spaced Voc at edges, 8' oc at intermediate supports for subfloor and wall sheathing and 3' oc at edges,6'at intermediate supports for roof sheathing
f Corrosion-resistantroolingnailswithViVdiameterhead
9 Carosion-resistant staples whh7l16'cmwn. Panel supports atl6'
h Fasteners spaced 3'oc at extiriar edges, 6'cc at intermediate supports, when used as structural sheathing.Spacing, shall be 6*or on the edges and l2'oc at intermediate supports for
nonstructural applications.
1777 �� BRACED WALL PANEL LATERAL LOAD
RESISTING PANEL W CONFORMACE WITH
&
bra ,
4
CO THE CONVENTIONAL 1000 FRAMING
PROVISIONS OF A.8C 2320.'
USE 3/8"
A.P.A. RATED SHWHINC�TH 8d NAILS
AT 12*w FIELD AND
o AT THE
PERIMETERS.OF 2 TYPICAL 6ANCHO1118 PER PANEL (� ��
Mrn�+uM � •
�'77"Tll ALTERNATE WALL PANEL WHERE
DEVELOPED LENGTH OF PANEL CANNOT BE
Q 4'-0' USE HD2A'HOLD DOWNS AT EA.
END OF PANEL WITH 9MPSON SST820
ANCHOR. USE 3 TYPICAL ANCHORS IN
PLATE AT QUARTER POINTS. USE 3/8• APA
RATED SHEA7H111C,RM PANEL EDGES AND a
NAIL w/ ed COMMONS O 6' O.C. EDGE,
12" O.C. FIELD. MIN LENGTH a 74r
7 INTERIOR BRACED (WALL PANEL LATERAL
LOAD RESISTING PANEL IN CONFORMACE r
3� 1IMTH THE CONVENTIONAL WOOD FRAMING
PROVISIONS OF THE J997 U.B.C.) USE
1/2w GYPSUM ®OARO SHrA_ THING _WITH
NAILS AT 7' PER U.B.C. TABLE 25-1.,)
MINIMUM LENGTH 4'- V IF APPLIED TO
BOTH SIDES OF WALL W-0' IF APPLIED
TO ONE SIDE OF WALL ONLY.
P'Osr OR COLL1t1N SIZE
JHOLDOINNBOLTFiA�LA STRAP
ANCHORt .
2 SILL QW $TALL BE P TREATED DOUGLAS OR HEM FA .
S ANCHOR BOLTS SHALL HAVE A MINIM 12sr 4il6- THICK PLATE WASHER
4. ANOM BOLTS SHALL BE LOCATED W-"THEff THAN V FROM ALL I_ ENDS
AND SPLICES
& TYPICAL SILL ANCHORS ARE V2" DA O 4-V ON CENTER
& INTERIOR BRACED WALL PANEL SOLE PLATES SHALL 13E NAILED TO FLOOR
r FRAM 13 OR BLO(itWGl AND TOP* PLATES SHALL BE CONNECTED TO FRAMING
OR BLOOM ABOVE N ACCORDANCE WITH USC TABLE 23.1•B•1 \
REVISIONS BY
Date
Scale
Drawn
Job
Sheet
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