HomeMy WebLinkAboutB16-2308 062-640-010PLAN NOTES:
DISCLAIMER:
NO LIABILITY IS ASSUMED FOR THE ACCURACY OF THE DATA SUPPLIED HEREIN.
WHILE EVERYATTEMPT HAS BEEN MADE IN THE PREPARATION OF THESE PLANS TO AVOID
MISTAKES, WE CANNOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR MUST
CHECK ALL DIMENSIONS, QUANTITIES AND ELEVATIONS BEFORE COMMENCING AND BE
RESPONSIBLE FOR SAME. DUE TO THE DIFFERING PRACTICES OF CONTRACTORS,
VARIATIONS IN CLIMATIC CONDITIONS, VARIATIONS IN HARDWARE REQUIREMENTS AND
VARIOUS LOCAL BUILDING AND AGENCY CODES, SOME MATERIALAND CONSTRUCTION
METHODS HAVE BEEN LEFT TO THE BUILDER.
ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC. SHALL BE
CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE
PREFERENCE OVER ANYTHING SHOWN, DESCRIBED OR IMPLIED WHERE SAME ARE AT
VARIANCE,
THESE PLANS ARE PROVIDED WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED,
INCLUDING WITHOUT LIMITATION, ANY WARRANTIES OF MERCHANT ABILITY AND/OR FITNESS
FORA PARTICULAR PURPOSE. THE DRAFTSMAN SHALL NOT BE LIABLE FOR ANY DAMAGES,
WHETHER DIRECT, INDIRECT, SPECIAL OR CONSEQUENTIAL ARI SING FROM FAILURE OF THE`
DESIGN. THE AUTHOR SHALL NOT BE LIABLE FOR ANY DAMAGE TO PERSON OR PROPERTY
THAT MAY BE CAUSED, DIRECTLY OR INDIRECTLY, BY THESE PLANS.
IN NO EVENT SHALL THE AUTHOR BE LIABLE TO YOU FOR ANY DAMAGES, INCLUDING LOST
PROFITS, LOST SAVINGS OR OTHER INCIDENTAL OR CONSEQUENTIAL DAMAGES ARISING OUT
OF YOUR USE OR INABILITY TO USE THESE PLANS, OR FOR ANY CLAIM BYANY OTHER PARTY.
THESE PLANS ARE TO COMPLY WITH 2013 EDITIONS OF THE INTERNATIONAL BUILDING,
UNIFORM MECHANICAL, UNIFORM PLUMBING AND INTERNATIONAL FIRE CODES AND THE 2013
EDITION OF THE NATIONAL ELECTRICAL CODE, AS AMENDED IN THE 2013 CALIFORNIA
ADMINISTRATIVE, BUILDING, RESIDENTIAL, ELECTRICAL, MECHANICAL, PLUMBING, FIRE,
ENERGY, GREEN BUILDING STANDARDS & ICC 400- 2012 STANDARD ON THE DESIGN AND
CONSTRUCTION OF LOG STRUCTURES. AMENDMENTS BY STATE OF CALIFORNIA & LOCAL
JURISDICTIONS ARE APPLICABLE TO THIS PROJECT. THIS STATEMENT APPLIES TO ALL
PAGES IN THIS SET.
WILDLIFIRE EXPOSURE AREAS
PLANS TO COMPLY WITH CBC CODES 7A MATERIALS & CONSTRUCTION METHODS OF
EXTERIOR WILDFIRE EXPOSURE WHEN IN THESE AREAS.
GLAZING:
GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING MATERIAL IN:
NOTE: THE MANUFACTURED WINDOWS SHALL HAVE ALABELATTACHED CERTIFIED BY THE
NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE
ENERGY CALCULATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS
LOCATIONS FOR THE PURPOSES OF GLAZING: REQUIRES SAFETY GLAZING: PER CRC 308.4
1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS.
2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANELADJACENT TO A DOOR WHERE THE
NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH (610 MM) ARC OF THE DOOR IN A CLOSED
POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR
OR WALKING SURFACE.
3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE
FOLLOWING CONDITIONS: 3.1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN
9 SQUARE FEET (0.836 M2); AND 3.2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18
INCHES (457 MM) ABOVE THE FLOOR; AND 3.3. THE TOP EDGE OF THE GLAZING IS MORE THAN
36 INCHES (914 MM) ABOVE THE FLOOR; AND 3.4. ONE OR MORE WALKING SURFACES ARE
WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, OF THE
GLAZING.
4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHTABOVE A WALKING SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL INFILL PANELS.
5. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS,
STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1524 MM) MEASURED VERTICALLYABOVE ANY STANDING
OR WALKING SURFACE, EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES (1524 MM),
MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATERS EDGE OF A HOT
TUB, WHIRLPOOL OR BATHTUB.
6. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS,
HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES
(1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM), MEASURED
HORIZONTALLY AND IN A STRAIGHT LINE, OF THE WATER'S EDGE. THIS SHALL APPLY TO
SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
7. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES (914 MM)
HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS
LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
8. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE
BOTTOM TREAD OFA STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE
GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD.
ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8
PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE
THROUGH WINDOWS, DOORS, LOUVERS OR OTHERAPPROVED OPENINGS TO THE OUTDOOR
AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READYACCESS OR SHALL OTHERWISE BE
READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREATO
THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. CRC 303.1
1. THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY
SECTION R310 AND AN APPROVED MECHANICAL VENTILATION SYSTEM CAPABLE OF
PRODUCING 0.35 AIR CHANGE PER HOUR IN THE ROOM IS INSTALLED ORA WHOLE -HOUSE
MECHANICAL VENTILATION SYSTEM IS INSTALLED CAPABLE OF SUPPLYING OUTDOOR
VENTILATION AIR OF 15 CUBIC FEET PER MINUTE (CFM) (78 US) PER OCCUPANT COMPUTED
ON THE BASIS OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR
EACH ADDITIONAL BEDROOM.
2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 ABOVE IS
SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE
ILLUMINATION OF 6 FOOTCANDLES (65 LUX) OVER THE AREA OF THE ROOM ATA HEIGHT OF
30 INCHES (762 MM) ABOVE THE FLOOR LEVEL.
3. USE OF SUNROOM ADDITIONS AND PATIO COVERS, AS DEFINED IN SECTION R202, SHALL
BE PERMITTED FOR NATURAL VENTILATION IF IN EXCESS OF 40 PERCENT OF THE EXTERIOR
SUNROOM WALLS ARE OPEN, OR ARE ENCLOSED ONLY BY INSECT SCREENING.
4. THE WINDOWS, DOORS, LOUVERS AND OTHER APPROVED CLOSEABLE OPENINGS NOT
REQUIRED BY SECTION R310 MAY OPEN INTO A PASSIVE SOLAR ENERGY COLLECTOR FOR
VENTILATION REQUIRED BY THIS SECTION. THE AREA OF VENTILATION OPENINGS TO THE
OUTSIDE OF THE PASSIVE SOLAR ENERGY COLLECTOR SHALL BE INCREASED TO
COMPENSATE FOR THE OPENINGS REQUIRED BY THE INTERIOR SPACE.
5. GLAZED OPENINGS MAY OPEN INTO A PASSIVE SOLAR ENERGY COLLECTOR PROVIDED
THE AREA OF EXTERIOR GLAZED OPENING(S) INTO THE PASSIVE SOLAR ENERGY COLLECTOR
IS INCREASED TO COMPENSATE FOR THE AREA REQUIRED BYTHE INTERIOR SPACE.
STAIRS AND LANDINGS:
A) MINIMUM WIDTH IS 36" PER CRC SECTION 311.7
B) MINIMUM HEADROOM OF 6'-8" PER CBC SECTION 1009.2
C) THE RISE OF STEPS AND STAIRS SHALL NOT BE LESS THAN 4" NOR MORE THAN 7", PER
CBC SECTION 1009.3. THIS UNIT IS R-3 FALLS UNDER EXCEPTION 4 THUS RISE CAN BE AS
MUCH AS 7 3/4" THE RUN SHALL NOT BE LESS THAN 10".
D) THE TOP OF HANDRAILS SHALL NOT BE LESS THAN 34", NOR MORE THAN 38" ABOVE
NOSING OF THE TREADS AND BE CONTINUOUS PER CBC SECTION 1012.2 (SEE EXCEPTIONS).
E) THE HAND GRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 1l4" NOR MORE THAN
2" IN CROSS-SECTIONAL DIMENSION PER CBC SECTION 1012.3 HANDRAILS PROJECTING
FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 112" BETWEEN THE WALLAND THE
HANDRAIL. ENDS OF HANDRAILS SHALL BE RETURNED OR SHALL HAVE ROUNDED
TERMINATION OR BENDS.
BUTTE
F) INTERMEDIATE RAILS SHALL BE SUCH THAT SPHERE 4" IN DIAMETER CANNOT PASS
COUNTY
THROUGH.
G) STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE GUARDRAILS AS REQUIRED BY
OCT Y 2016
CRC SECTION 311.7.
H) GUARDRAILS SHALL HAVE A HEIGHT OF 42".
DEVELOPMENT
1) OPENINGS BETWEEN RAILINGS SHALL BE LESS THAN 4". THE TRIANGULAR OPENINGS
SERVICES
FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT OF A GUARDRAILATA STAIR SHALL
�Ib�
BE LESS THAN 6".
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LIFE/SAFETY:
(A) BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE
PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE
FEET (0.3 M2), ONE-HALF OF WHICH MUST BE OPENABLE. EXCEPTION: THE GLAZED AREAS
SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHTAND A MECHANICAL VENTILATION
SYSTEM ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 CUBIC FEET PER
MINUTE (24 US) FOR INTERMITTENT VENTILATION OR 25 CUBIC FEET PER MINUTE (12 US) FOR
CONTINUOUS VENTILATION. VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED
DIRECTLY TO THE OUTSIDE. CRC 303.3
B) SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING
WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH
A BATTERY BACKUP. THE DETECTOR SHALL EMITA SIGNAL WHEN THE BATTERIES ARE LOW.
CRC 314.4
(C) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH
SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND
UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND
WITHOUTAN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM
INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL
PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER
LEVEL. CRC 314.3
D) WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN
INDIVIDUAL DWELLING OR SLEEPING UNIT, THE SMOKE ALARMS SHALL BE INTERCONNECTED
IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILLACTIVATE ALL OF THE
ALARMS IN THE INDIVIDUAL UNIT THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS
OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. CRC 314.5
E)ANAPPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND
IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING APPLIANCES ARE INSTALLED AND IN
DWELLING UNITS THAT HAVE ATTACHED GARAGES. CRC 315.1
F) SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE.
TOP OF BOTTOM RAIL HEIGHT SHALL NOT EXCEED 44" ABOVE FLOOR. WINDOWS MUST HAVE
AN OPEN ABLE AREA OF AT LEAST 5.7 SQUARE FEET WITH THE MINIMUM OPEN ABLE WIDTH
OF 20"AND THE MINIMUM OPEN ABLE HEIGHT OF 24". THE EMERGENCY DOOR OR WINDOW
SHALL BE OPEN ABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUTTHE
USE OF SEPARATE TOOLS. CRC 310.1
G) OPEN ABLE WINDOW AREA IN HABITABLE ROOMS MUST BE 1/20 OF THE FLOORAREAAND
A MINIMUM OF 5 SQUARE FEET. CRC 310.1
FIRE STOPS:
IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFFALL
CONCEALED DRAFT OPENINGS (BOTH VERTICALAND HORIZONTAL) AND TO FORM AN
EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORYAND THE ROOF
SPACE. CRC 302.11
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1. VERTICALLYAT
THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLYAT INTERVALS NOT EXCEEDING 10
FEET (3048 MM).
2. ATALL INTERCONNECTIONS BETWEEN CONCEALED VERTICALAND HORIZONTAL SPACES
SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE
RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR
LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND
PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE
REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19.
6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF
DWELLING UNIT SEPARATION.
PLUMBING:
REFER TO THE CPC AS AMENDED BY STATE AND LOCAL JURISDICTION.
A) APPROVED INTEGRAL FREEZE LESS BACKFLOW PREVENTION DEVICES SHALL BE PROVIDED
ON HOSE BIBS.
B) THE LOCATION FORALL GAS SHUT OFF VALVES FOR APPLIANCES SHALL BE WITHIN 3 FEET
OF THE APPLIANCE SERVED.
C) WATER HEATER:
1. PROVIDE A MINIMUM OF 100 SQUARE INCHES OF COMBUSTION AIR WITHIN THE TOP
12" AND BOTTOM 12" INA COMPARTMENT.
2. COMBUSTION AIR SHALL BE FROM A ROOM OR SPACE HAVING A MINIMUM OF 50
CUBIC FEET PER 1000 BTU/H INPUT OF THE WATER HEATER.
3. NO WATER HEATER THAT DEPENDS ON THE COMBUSTION OF FUEL FOR HEAT SHALL BE
INSTALLED IN ANY ROOM USED OR DESIGNED TO BE USED FOR SLEEPING PURPOSES,
BATHROOM, CLOTHES CLOSET OR OTHER CONFINED SPACE OPENING INTO ANY BATHROOM
OR BEDROOM. EXCEPTION IS A DIRECT -VENT TYPE WATER HEATER.
4, PROVIDE A MINIMUM ACCESS TO THE FRONT OF THE WATER HEATER OF 24 INCHES
WIDE.
5. TEMPERATURE/PRESSURE RELIEF VALVE DRAIN LINES SHALL BE GALVANIZED STEEL OR
HARD DRAWN COPPERAND SHALL TERMINATE OUTSIDE OF THE BUILDING BETWEEN
6AND 24 INCHES ABOVE GRADE AND POINTED DOWN.
6. SHALL BE SECURED TO RESIST EARTHQUAKES. ONE STRAP AT UPPER 1/3 AND ONE
STRAP AT LOWER 1/3 OF VERTICAL DIMENSION WITH THE LOWER STRAP BEING A MINIMUM
DISTANCE OF 4 INCHES ABOVE THE CONTROLS.
7. PROVIDE MEANS TO PREVENT PLUMBING AND PIPING FIXTURES FROM FREEZING.
8. WATER SUPPLY PIPING SHALL BE PROTECTED FROM FREEZING BY MINIMUM OF 36"
OF EARTH COVERING.
9. THE WATER SERVICE SHALL BE INSTALLED 24" BELOW GRADE ATA LOCATION INSIDE THE
FOUNDATION PERIMETER, EQUIPPED WITH A"STOP AND DRAIN" VALVE AND FITTED WITH
HANDLE THAT IS READILY ACCESSIBLE. ALL WATER PIPING SHALL BE GRADED TO DRAIN.
WATERLINE TO BE INSPECTED BEFORE COVERING. PE PIPE IS
PROHIBITED IF MORE THAN 5' INSIDE THE FOUNDATION.
CRAWLSPACE VENTING
1. 14" X 6" SCREENED VENT @ 10" O.C. 3' MAX. FROM EACH CORNER
2. VENTILATION IS A MIN. OF 1/150 OF UNDER -FLOOR CRAWL SPACE AREA.
ATTIC VENTING
1. ATTIC VENTING TO HAVEA MIN. 1 SQ. FT. PER 300 SQ. FT OFATTICAREA
IF 50% NOT MORE THAN 80% OF THE VENTING IS T ABOVE THE EAVES OR
CORNICE WITH THE BALANCE IN THE EAVES OR CORNICE.
2. IF NOT #1 ABOVE VENTING TO BE MIN. 1 SQ. FT. PER 150 SQ. FT. OF ATTIC AREA.
VENTING MATERIALS
VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT SPACES,
ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS AREAPPLIED DIRECTLY TO THE
UNDERSIDE OF ROOF RAFTERS, AND UNDERFLOOR VENTILATION OPENINGS SHALL BE FULLY
COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS OR OTHER DEVICES THAT
MEET THE FOLLOWING REQUIREMENTS: CRC 327.6
1. THE DIMENSIONS OF THE OPENINGS THEREIN SHALL BE A MINIMUM OF 1/16TH INCH (1.6
MM) AND SHALL NOT EXCEED 1/8TH INCH (3.2MM).
2. THE MATERIALS USED SHALL BE NONCOMBUSTIBLE.
EXCEPTION: VENTS LOCATED UNDER THE ROOF COVERING, ALONG THE RIDGE OF ROOFS,
WITH THE EXPOSED SURFACE OF THE VENT COVERED BY NONCOMBUSTIBLE WIRE MESH,
MAY BE OF COMBUSTIBLE MATERIALS.
3. THE MATERIALS USED SHALL BE CORROSION RESISTANT.
MECHANICAL:
REFER TO THE CMCAS AMENDED BY STATEAND LOCAL JURISDICTION.
A) A WARM -AIR FURNACE SHALL NOT BE LOCATED IN A ROOM USED OR DESIGNED TO BE
USED AS A BEDROOM, BATHROOM, CLOSET OR ANY ENCLOSED SPACE WITH ACCESS ONLY
THROUGH SUCH ROOM OR SPACE.
B) ALL GAS APPLIANCES SHALL BE VENTED IN ACCORDANCE WITH UCMC.
C) PROVIDE A PRIMARYAND SECONDARY CONDENSATE DRAIN FOR EQUIPMENT LOCATED
ABOVE A LIVING SPACE.
D) AN APPROVED FUEL SHUTOFF VALVE SHALL BE INSTALLED IN THE FUEL SUPPLY PIPING
SERVING EACH PIECE OF FUEL BURNING EQUIPMENTATAN ACCESSIBLE LOCATION AHEAD
OF THE UNION OR APPLIANCE CONNECTOR.
E) FACTORY -BUILT CHIMNEYS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS, THE TERMS OF LISTING AND THE APPLICABLE REQUIREMENTS
OF STATE AND COUNTY CODE.
F) A WARM -AIR FURNACE INSTALLED IN AN ATTIC OR A FURRED SPACE SHALL COMPLY WITH
THE FOLLOWING.
1. AN ACCESS OPENING LARGE ENOUGH TO REMOVE THE LARGEST PIECE OF EQUIPMENT,
BUT NOT LESS THAN 30 INCHES BY 22 INCHES.
2. A MINIMUM 30" X 30" PASSAGEWAYTO THE FURNACEAND CONTROLS.
3. THE FURNACE LOCATED NOT GREATER THAN 20 FEET FROM THE ATTIC ACCESS.
4. A LEVEL WORKING PLATFORM 30" IN DEPTH IN FRONT OF THE ENTIRE FIREBOX SIDE.
5. A PERMANENT ELECTRIC OUTLETAND LIGHTING FIXTURE CONTROLLED BYA SWITCH
LOCATED AT THE ATTIC ACCESS SHALL BE PROVIDED AT OR NEAR THE FURNACE.
6. APPLIANCE SHALL BE ON A DEDICATED CIRCUIT.
G) WARM -AIR FURNACES INSTALLED IN UNDER -FLOOR SPACES SHALL COMPLY WITH THE
FOLLOWING:
1. CLEARANCE FROM COMBUSTIBLES OR LISTING.
2. AN ACCESS OPENING LARGE ENOUGH TO REMOVE THE LARGEST PIECE OF EQUIPMENT,
BUT NOT LESS THAN 30"X22".
3. FURNACE LOCATED A MAXIMUM OF 20 FT FROM ACCESS OPENING.
4. FURNACE SUPPORTED ON THE GROUND SHALL REST ON A CONCRETE SLAB EXTENDING A
MINIMUM OF 3 INCHES ABOVE GRADE.
5. A FURNACE SUSPENDED SHALL HAVE A CLEARANCE OF AT LEAST 6 INCHES ABOVE GRADE.
IF EXCAVATED PROVIDE 6 INCHES BELOW AND 12 INCHES TO THE SIDES OF THE FURNACE.
6. A PERMANENT ELECTRIC OUTLET AND LIGHTING FIXTURE CONTROLLED BY SWITCH LOCATED
AT THE ACCESS OPENING SHALL BE PROVIDED AT OR NEAR THE FURNACE.
7. APPLIANCE SHALL BE ON A DEDICATED CIRCUIT.
8. A SHEET METAL PAN SHALL BE PROVIDED UNDER THE APPLIANCE FOR THE REMOVAL OF
UNBURNED GAS. THE PAN SHALL HAVE A MINIMUM 3" LIP WITH SOLDERED SEAMS AND SHALL
BE EQUIPPED WITH A MINIMUM 2" EMT (METAL ELECTRICAL CONDUIT) DRAIN WHICH IS
SCREENED ON BOTH ENDS AND SLOPES TO THE EXTERIOR OF THE BUILDING.
H) IN SHOWERS AND TUB -SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE
BALANCED OR THERMOSTATIC MIXING VALVES. HANDLE POSITION STOPS SHALL BE PROVIDED
ON SUCH VALVES AND SHALL BE ADJUSTED PER MANUFACTURER'S INSTRUCTIONS TO DELIVER
A MAXIMUM MIXED WATER SETTING OF 120'F (49"C). WATER HEATER THERMOSTAT SHALL NOT
BE CONSIDERED A SUITABLE CONTROL
1) SHOWERAND TUB/SHOWER WALLS SHALL BE OF A SMOOTH, HARD, NON-ABSORBENT
SURFACE (E.G. CERAMIC TILE) OVER A MOISTURE RESISTANT UNDERLAYMENT (E.G. W.R. GYP)
TO A HEIGHT OF 70 INCHES ABOVE THE DRAIN INLET.
J) VENTING SYSTEMS SHALL TERMINATE NOT LESS THAN 4' BELOW OR 4' HORIZONTALLY FROM,
AND NOT LESS THAN V ABOVE A DOOR, AN OPENABLE WINDOW OR A GRAVITYAIR INLET INTO
A BUIL DIyG
"IRECT VENTAPPLIANCES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
�HE VENT HEIGHT SHALL BE ABOVE THE ANTICIPATED SNOW DEPTH. VERIFICATION OR
APPROVAL OF HEIGHT/LOCATION OF VENT SHALL BE MADE WITH AN INSPECTOR PRIOR TO
,INSTALLATION OF APPLIANCE.
L)�SLATION INSTR NS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE
FIELD INSPECTOR AT TIME OF INSPECTION.
M) CLOTHES DRYER VENT SHALL BE OF METALAND SHALL HAVE SMOOTH INTERIOR SURFACES.
APPROVED FLEXIBLE DUCT CONNECTORS NOT MORE THAN 6' IN LENGTH AND NOT CONCEALED
WITHIN CONSTRUCTION ARE ALLOWED. CLOTHES DRYER TO VENT TO OUTSIDE AND SHALL BE
EQUIPPED WITH A BACK -DRAFT DAMPER. UNLESS OTHERWISE PERMITTED OR
REQUIRED BY THE DRYER MANUFACTURER'S SPECIFICATIONS, DOMESTIC DRYER MOISTURE
EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTALAND VERTICAL LENGTH
OF 14', INCLUDING TWO 90 DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90
DEGREE ELBOW IN EXCESS OF TWO.
N) IN ADDITION TO THE REQUIRED PRESSURE RELIEF VALVE ON WATER HEATERS, AN APPROVED
EXPANSION TANK (OR OTHER DEVICE DESIGNED FOR INTERMITTENT OPERATION FOR THERMAL
EXPANSION CONTROL) SHALL BE INSTALLED WHENEVER THE BUILDING SUPPLY PRESSURE IS
GREATER THAN THE REQUIRED RELIEF VALVE PRESSURE SETTING; OR WHEN ANY DEVICE IS
INSTALLED THAT PREVENTS PRESSURE RELIEF THROUGH THE BUILDING SUPPLY, SIZED IN
ACCORDANCE WITH MANUFACTURER'S SPECS.
O) AN R-12 WATER HEATER BLANKET IS REQUIRED FOR ALL WATER HEATERS WITH AN ENERGY
FACTOR BELOW .58. NO COMPLIANCE CREDIT IS GIVEN FOR WATER HEATER INSULATION.
STANDARD WATER HEATER COMPLIANCE IS ACHIEVED WITH A NON -RECIRCULATING, STORAGE
GAS WATER HEATER WITH A.52 ENERGY FACTOR. ENERGY STANDARDS, ART. 1.3.
PROTECTION WOOD AGAINST DECAY
PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN
THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS
PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT,
PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.
CRC 317.
1. WOOD JOISTS OR THE BOTTOM OFA WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18
INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE
EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE
PERIPHERY OF THE BUILDING FOUNDATION.
2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR
FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND.
3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT
WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BYAN IMPERVIOUS MOISTURE
BARRIER.
4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS
HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS.
5, WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING
A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2
INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO
SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.
6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS
THATARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS
SEPARATED FROM SUCH FLOORS OR ROOFS BYAN IMPERVIOUS MOISTURE BARRIER.
7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO
THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT
WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALLAND THE FURRING
STRIPS OR FRAMING MEMBERS.
FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE -TREATED AND
FIRE -RETARDANT -TREATED WOOD. FASTENERS AND CONNECTORS IN CONTACT WITH
PRESERVATIVE -TREATED WOOD AND FIRE -RETARDANT -TREATED WOOD SHALL BE IN
ACCORDANCE WITH THIS SECTION. THE COATING WEIGHTS FOR ZINC -COATED FASTENERS
SHALL BE IN ACCORDANCE WITH ASTM A 153.
WOOD/PLASTIC COMPOSITES. WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK
BOARDS, STAIR TREADS, HANDRAILS AND GUARDRAIL SYSTEMS SHALL BEAR A LABEL
INDICATING THE REQUIRED PERFORMANCE LEVELS AND DEMONSTRATING COMPLIANCE
WITH THE PROVISIONS OF ASTM D 7032.
WALL LOGS, LOG POSTS, AND TIMBERS:
SIERRA LOGS ARE PRODUCED FROM A STANDING DEAD TREE HARVESTED DIRECTLY FROM A
FOREST. THE SPECIES OF WOOD IS AN ENGLEMAN SPRUCE AND A LODGEPOLE PINE (ESLP)
MIXTURE UNLESS OTHERWISE NOTED. ALL WALL LOGS ARE GRADED UNDER THE GRADING
SPECIFICATIONS OF TIMBER PRODUCTS INSPECTION AS "WALL LOG 40" GRADE & BETTER
UNL-ESS OTHERWISE NOTED. EVERY EVENT HAS BEEN TAKEN TO MEASURE THE MOISTURE
CONTENT OF THE LOGS TO BE 20% & LOWER, 1" FROM COMPLETED SURFACE. THIS IS AN
OVERALL AVERAGE ESTIMATE OF THE COMPLETE PACKAGE OF LOGS. ISOLATED INCIDENTS
COULD YEILD HIGHER MOISTURE CONTENTS. DUE TO THE MOISTURE CONTENT OF THE LOG
AN[) THE REGION OF WHICH THE HOME IS TO BE BUILT IN, SETTLING WILL OCCUR. IN THE
HUMID AREAS SETTLING MIGHT BE AS LOW AS 1/2" PER 8' OF WALLAND AS HIGH AS V PER 8'
OF WALL IN ARID REGIONS. IN ALL CASES SIERRA RECOMMENDS A MINIMUMAIR GAP
DISTANCE OF AT LEAST V ABOVE ALL WINDOWS AND DOORS. IN ADDITION, SIERRAALSO
RE(;OMMENDS THATALL VERTICAL ELEMENTS SUCH AS POSTS AND FRAMED WALLS HAVE
SOME TYPE OF SLIP JOINT TO ALLOW THE LOG WALLS TO SETTLE. PROVISIONS OF POST &
WALL JACKS ARE AT THE DISCRETION OF THE OWNER AND/OR BUILDER IF THE SETTING IS
ANTICIPATED TO BE VERY HIGH DUE TO VERY TALL WALLS OR VERY ARID REGIONS.
STRUCTURAL MEMBERS THAT ARE OF THE SPECIES OF DOUGLASS FIR ARE A GREEN
PRODUCT. REDUCTION OF SIZE WILL OCCUR WHILE THE TIMBER OR LOG DRIES. THESE
STRUCTURAL MEMBERS TYPICALLY CAUSE NO ADVERSE AFFECT WHEN THEY CURE AND
SHRINK. IF THERE IS CONCERN FOR PROVISIONS PLEASE CONTACT SIERRA LOG HOMES OR
CONSULT WITH YOUR BUILDER,
THESE PLANS ARE TO BE USED SOLELY IN CONJUCTION WITH LOGS AND RELATED
MATERIALS SUPPLIED BY SIERRA LOG HOMES.
FIRE CODE REQUIREMENTS
THE MATERIALS AND METHODS USED TO FOLLOW THE CAL FIRE WILDLAND URBAN
CODES 2010. (WILDLAND URBAN INTERFACE (WUI) PRODUCTS.)
& MATERIALS & METHODS LOCATED IN THE CRC CODE 2013.
R3Z7,7,3. EXTERIORWALLS. THE EXTERIOR WALL COVERING OR WALL
ASSEMBLY SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS:
I. NONCOMBUSTIBLE MATERIAL
2. IGNITION -RESISTANT MATERIAL
3. HEAVY -TIMBER EXTERIOR WALLASSEMBLY
4. LOG WALL CONSTRUCTION ASSEMBLY
5. WALLASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN
ACCORDANCE WITH THE TEST PROCEDURES FOR A 10 -MINUTE
DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN SFM
STANDARD 12-7A-1
124A-1.7 TEST ASSEMBLY.
5. LAYERED MATERIALS. FOR WALLASSEMBLIES COMPOSED OF
LAYERED MATERIALS, SUCH AS SHEATHING, SIDING (CLADDING)
AND UNDERLAYMENT THE INSTALLATION OF SUCH LAYERED
MATERIALS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS, OR IN THE ABSENCE OF SUCH INSTRUCTIONS,
APPLICABLE BUILDING CODE REQUIREMENTS. IN THE
ABSENCE OF MANUFACTURER'S SPECIFICATIONS, THE WALL
ASSEMBLY SHALL INCLUDE THE FOLLOWING MINIMUM COMPONENTS:
NOMINAL 2 X 4 STUDS SPACED 16 INCHES (410 MM)
ON CENTER, AND THE DESIRED EXTERIOR SIDING MATERIAL. IF
SHEATHING IS USED, TESTS SHALL BE RUN ON TYPICAL 7/16 -INCH
ORIENTED STRANDBOARD (OSB) OF EXPOSURE 1 RATING.
WHERE SPECIFIED BY THE MANUFACTURER, SHEATHING MATERIAL
AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS. THE SHEATHING SHALL HAVE
ONE VERTICAL SEAM ON A SELECTED STUD WITH A 0.125 INCH (3
MM) GAP.
R357.7,4 OPEN ROOF EAVES. THE EXPOSED ROOF DECK ON THE
UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF ONE OF
THE FOLLOWING:
I. NONCOMBUSTIBLE MATERIAL
2. IGNITION -RESISTANT MATERIAL
3. ()NE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING
APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE
EXTERIOR OF THE ROOF DECK
4. THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR
WALL ASSEMBLYAPPLIED TO THE UNDERSIDE OF THE ROOF
DECK DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING
ASSEMBLIES USING THE GYPSUM PANELAND SHEATHING
PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE
DESIGN MANUAL
EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION:
1. SOLID WOOD RAFTER TAILS ON THE EXPOSED UNDERSIDE OF
OPEN ROOF EAVES HAVING A MINIMUM NOMINAL
DI2, SOLID WOOD BLOCKING INSTALLED BETWEEN RAFTER TAILS
ON THE EXPOSED UNDERSIDE OF OPEN ROOF EAVES HAVING
A MINIMUM NOMINAL DIMENSION OF 2 INCH (50.8
MM)
3. CABLE END OVERHANGS AND ROOF ASSEMBLY PROJECTIONS
BEYOND AN EXTERIOR WALL OTHER THAN AT THE
LOWER END OF THE RAFTER TAILS
4. RASCIAAND OTHER ARCHITECTURAL TRIM BOARDSMENSION OF 2 INCH (50.8 MM)
R3$7.7.5 ENCLOSED ROOF EAVES AND ROOF EAVE SOFFITS. THE
EXPOSED UNDERSIDE OF ENCLOSED ROOF EAVES HAVING EITHER A
BOXED -IN ROOF EAVE SOFFIT WITH A HORIZONTAL UNDERSIDE, OR
SLOPING RAFTER TAILS WITH AN EXTERIOR COVERING APPLIED TO THE
UNI:)ERSIDE OF THE RAFTER TAILS, SHALL BE PROTECTED BY ONE OF THE
FOL -LOWING:
1. NONCOMBUSTIBLE MATERIAL
2. IGNITION -RESISTANT MATERIAL
3. QNE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING
APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE
OF THE RAFTER TAILS OR SOFFIT
4. THE EXTERIOR PORTION OFA 1 -HOUR FIRE RESISTIVE EXTERIOR
WALL ASSEMBLYAPPLIEQ TO THE UNDERSIDE OF THE RAFTER
TAILS OR SOFFIT INCLUDING ASSEMBLIES USING THE GYPSUM
PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM
ASSOCIATION FIRE RESISTANCE DESIGN MANUAL
5. EIOXED-IN ROOF EAVE SOFFIT ASSEMBLIES WITH A HORIZONTAL
UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN
ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM
STANDARD 12-7A-3
EX(`EPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION:
1. LIABLE END OVERHANGS AND ROOF ASSEMBLY PROJECTIONS
BEYOND AN EXTERIOR WALL OTHER THAN AT THE
LOUVER END OF THE RAFTER TAILS
2• F'ASCIAAND OTHER ARCHITECTURAL TRIM BOARDS
ADDITIONAL FIRE CODE NOTES:
• ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER.
• E_XTERIOR WINDOWS AND EXTERIOR GLAZED DOORS ASSEMBLIES SHALL BE
(:ONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE.
CONTENTS:
Al - PLAN NOTES
A2 - FLOOR PLAN & ELECTRICAL PLANS
A3 - ELEVATIONS & SECTION PLAN
A4 - NON-STRUCTURAL DETAILS
S1 - STRUCTURAL NOTES PERMIT# `�Ib'23oF�
S2 - STRUCTURAL PLANS BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
C DE COMPLIANCE
DATE '
_- __ __1I _iI- _I
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG HOMES
WEB ADDRESS:
www.s ierraloghom es•Com
PH: 530-899-0680 FAX: 530.899-0688
EMAIL ADDRESS:
Larry@sierra IoghOm eS.com
COPYRIGHT 2010
SIERRA LOG HOMES
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA DESIGN GROUP
ENGINEERED BY
BLH INC.
STRUCTURAL ENGINEERING
CONSTRUCTION CONSULTING
EXPERT TESTIMONY
BARRY LEE HOUSEAL
33 SArteano Dr. (949) 715.3700
N®Wport Coast, CA. 92657 (949) 715-3800 fax
PLANS PREPARED BY
i
SlLff f A LOG HOMES, INC.
I PROJECT INFORMATION I
THOMAS
RESIDENCE:
Current Addiess:
DOREEN THOMAS
1900 ORO DAM BLVD E#12-189
OROVILLE, CA. 95966
(954)608-3990
E-MAIL REEN832(d?AOL.COM
Job Site AddfesS:
APN #062-640-010 & 062-640-011
STAR CREST LANE
BERRY CREEK, CA. 95916
BUTTE COUNTY
Ph: 530-538.7601
Fax: 530-538-2140
I DRAWING NOTEVREVISIONS I
10/06/16 - DESIGN CONCEPT
1 OM16 - PRE -ENGINEERING
10/13/16 - SUBMITTAL
LOG SPECIFICATIONS
I
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DATE SCALE
10/06/16 N/A
SHEET TITLE
PLAN
NOTES
I SHEET NUMBER I
0
mq
C
1
0
GARAGES, LAUNDRY ROOMS & UTILITY ROOMS:
CONDUIT CONCEALED IN CEILING E RECESSED CEILING EYEBALL TYPE LIGHT FIXTURE WI MOTION SENSOR
I�r�il
Eo
220 220 VOLT OUTLET FOR APPLIANCE ON DEDICATED CIRCUIT ® RECESSED CEILING LIGHT FIXTURE - L.C. RATED
• KITCHENS (NOTE: INTERIOR CABINET LIGHTING HAS A SEPARATE LIGHTING POWERALLOTMENT)
o_
110 VOLT DUPLEX WALL OUTLET INSTALLED ABOVE
2. GARAGE DOOR OPENERS: LIGHTING INTEGRAL TO GARAGE DOOR OPENERS DOES NOT HAVE TO BE
COMPLIANCE REQUIREMENTS:
W
KITCHEN:
F-
m
I
I
I AFI
/n
LUMINAIRES TYPICALLY CONSUME LESS POWER THAN OTHER LUMINAIRES, ABOUT THREE-QUARTERS OF
0
TO BE TAMPER-RESISTANT RECEPTACLES.) FLOOD LIGHTS WET LOCATION LISTED
M
KITCHEN LIGHTING, THE LIGHTING FOR DINING AREAS, BREAKFAST NOOKS OR OTHERAD A ENT SPACES IS
m
NOT INCLUDED IN THE 50% HIGH -EFFICACY CALCULATIOMFOR BOTH LOW-EFFICACYAND HIGH -EFFICACY LUMINAIRES,
r�
b
NOOKS IF SWITCHED SEPARATELY FROM KITCHEN LIGHTING
bo
SINGLE POLE WALL SWITCH, +44" TYR U.N.O.
24'-0"
111-101, 2-1
5'-7" 6-3" 5'_51/2" 4'-41/2„
11
3030 SH TEMP 20301SH TEMP
jai 10 BATH
( 11-
1_
m O
KITCHEN ° LL)
I i
FLAT CEILING LINE IL_I
LIVI GN ROOM
IRA SLEEPING CHAMBER
NOTE:
ALL EXT. DOORS MU£3T
BE NON-COMBUSTIBI.E
OR 20 MINUTE RATED
OR SOLID CORE
W/ PANELS NOT LES
THAN 1 318" THICK
F�ENTRY
TO MEET WUI FIRE CODES
6040 F TEMP
i I ,
6'1---- --- 12,_0„
24'-0"
FIRST FLOOR PLAN
l
2
0
to
LIVABLE AREA: 384 SQ. FT.
D.
2
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v
UPPER WINDOWS PLAN
LEGEND
NON -LIVABLE STORAGE CEILING AREA: 180 SQ. FT.
3
NOTE:
PER CALIFORNIA ENERGY CODE 150.0(N), WATER
HEATING SYSTEMS INSTALLED IN NEW HOMES USING GAS
OR PROPANE SHALL INCLUDE THE FOLLOWING
COMPONENTS (IF APPLICABLE):
A. 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET
FROM THE WATER HEATER AND ACCESSIBLE TO THE
WATER HEATER WITH NO OBSTRUCTIONS.
B. A CATEGORY III OR N VENT, OR A TYPE B VENT WITH
STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION
AND THE SPACE WHERE THE WATER HEATER IS
INSTALLED
C. A CONDENSATE DRAIN THAT IS NO MORE THAN 2
INCHES HIGHER THAN THE BASE OF THE INSTALLED
WATER HEATER, AND ALLOWS NATURAL DRAINING
WITHOUT PUMP ASSISTANCE
D. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST
200,000 BTU/HR.
NOTE KITCHEN RANGE HOODS:
THIS FAN IS TO BE USED FOR LOCAL VENTILATION EXHAUST.
MINIMUM 100 CFM FAN TESTEDATA STATIC PRESSURE
OF .25 WC AND RATED @ 3 SONES OR LESS REQUIRED TO
BE INSTALLEDYAN MUST BE ATTACHED TO A MINIMUM 5"
SMOOTH DUCT AND NO LONGER THAN 85'. SUBTRACT 15'
OF ALLOWED LENGTH FOR EACH ELBOW. D.
2
H
OTHER KITCHEN NOTES: _
1. INDICATE THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS c
SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI.cc
KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW M:
ABOVE THE MAXIMUM RATE, BUT NOTTO EXCEED 2.2 GALLONS
PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM
FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. CALGREEN
SEC. 4.303.1.4.4
IL SECTt BACK
INSTANTANEOUS DIRECT VENT
WATER HEATER PROPANE WALL HEATER
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FIRST_
FIRST FLOOR ELECTRICAL PLAN
GARAGES, LAUNDRY ROOMS & UTILITY ROOMS:
CONDUIT CONCEALED IN CEILING E RECESSED CEILING EYEBALL TYPE LIGHT FIXTURE WI MOTION SENSOR
I�r�il
KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN:
220 220 VOLT OUTLET FOR APPLIANCE ON DEDICATED CIRCUIT ® RECESSED CEILING LIGHT FIXTURE - L.C. RATED
• KITCHENS (NOTE: INTERIOR CABINET LIGHTING HAS A SEPARATE LIGHTING POWERALLOTMENT)
I
110 VOLT DUPLEX WALL OUTLET INSTALLED ABOVE
2. GARAGE DOOR OPENERS: LIGHTING INTEGRAL TO GARAGE DOOR OPENERS DOES NOT HAVE TO BE
COMPLIANCE REQUIREMENTS:
COUNTER,+45"A.F.F. TYP., U.N.O.((ALL 125 SINGLE PHASE
15 & 20 -AMP BRANCH CIRCUITS T(7 BE TAMPER-RESISTANT RECEPTACLES.) WALL MOUNTED EXT FLOOD LIGHTS, WET LOCATION LISTED
KITCHEN:
MANUFACTURERAND THE LIGHTS AUTOMATICALLY TURN ONAND OFF.
110 VOLT DUPLEX WALL OUTLET, 12" A.F.F. TYP., U.N.O.
I
I
I AFI
(ALL 125 SINGLE PHASE 15 & 20 -AMP BRANCH CIRCUITS WALL MOUNTED PHOTOCONTROUMOTION SENSOR COMBINATION
LUMINAIRES TYPICALLY CONSUME LESS POWER THAN OTHER LUMINAIRES, ABOUT THREE-QUARTERS OF
-
TO BE TAMPER-RESISTANT RECEPTACLES.) FLOOD LIGHTS WET LOCATION LISTED
LAUNDRY ROOM, GARAGE, OR UTILITY ROOM, INCLUDING:
KITCHEN LIGHTING, THE LIGHTING FOR DINING AREAS, BREAKFAST NOOKS OR OTHERAD A ENT SPACES IS
1
NOT INCLUDED IN THE 50% HIGH -EFFICACY CALCULATIOMFOR BOTH LOW-EFFICACYAND HIGH -EFFICACY LUMINAIRES,
DINING ROOMS (IF SWITCHED SEPARATELY FROM KITCHENS)
T THERMOSTAT WIRING FLUORESCENT LIGHT FIXTURE w/ACRYUC LENSE
NOOKS IF SWITCHED SEPARATELY FROM KITCHEN LIGHTING
USED BY BALLASTS. THIS RATING MUST BE LISTED ON THE LUMINAIRE FOLLOWING UL STANDARDS.
SINGLE POLE WALL SWITCH, +44" TYR U.N.O.
UNDERCABINET OR CABINET LIGHTING THAT PROJECTS LIGHT PRIMARILY OUTSIDE THE CABINETRY
I
- 3 -WAY SWITCH, +44" TYR U.N.O.
THREE COMPLIANCE OPTIONS ARE AVAILABLE FOR PERMANENTLY INSTALLED LIGHTING IN THIS
-
CEILING RECESSED OR HANGING FLUORESCENT
- 4 -WAY SWITCH, +44" TYP. U.N.O.
THAT ARE NOT HARD -WIRED BUT PLUG IN TO KITCHEN WALL OUTLETS. BLANK ELECTRICAL BOXES FOR FUTURE
1. HIGH -EFFICACY LIGHTING
LIGHT FIXTURE wIACRYLIC LENSE
S� Ii iI •
DLI
+
DIMMER SWITCH 44" NP. U.N.O.
LIGHTING POWER..
THESE OPTIONS MAY BE USED IN COMBINATION WITH ONE ANOTHER; FOR EXAMPLE HIGH -E-
_FFICACY
WALL MOUNTED LIGHT FIXTURE
DOWNLIGHTS AND DIMMABLE LOW -EFFICACY TRACK LIGHTS - BOTH ON SEPARATE DIMMER SWITCHES -
HAS BEEN MET ANY LOW -EFFICACY LIGHTING MUST BE EQUIPPED WITH DIMMERS VACANCY
MAY BE INSTALLED IN THE SAME LIVING ROOM.
SENSORS OR A LIGHTING CONTROL SYSTEM THAT PROVIDES ONE OR BOTH OF THESE FUNCTIONS.
CHOOSE HIGH -EFFICACY LUMINAIRES AND DIMMER SWITCHES TO EXCEED CODE REQUIREIAENTS,
Q FLOOR OUTLET DOUBLE
IMPROVE EFFICIENCYAND MAKE LIGHTING ADJUSTABLE INAREAS LIKE BEDROOMS, LIVING ROOMSAND
CONTROLLED BY DIMMERS, VACANCY SENSORS ORA LIGHTING CONTROL SYSTEM, THE STANDARDS ALLOW
QC CEILING OUTLET DOUBLE CEILING FAN wl LIGHT FIXTURE
ADDITIONAL CONTROLLED LOW -EFFICACY LIGHTING TO BE INSTALLED IN KITCHENS BEYOND THE 50%
Fax: 530-538-2140
® SMOKE DETECTOR-ACIDC POWERED AND INTER -CONNECTED
OUTDOOR LIGHTING:
THAN 2,50oFT2. THERE IS NO LIMIT TO HOW MUCH HIGH -EFFICACY LIGHTING MAY BE INSTALLED.
® CARBON MONOXIDE DECTORI EXPLOSIVE GAS SENSOR/ALARM
4. MANUAL CONTROL: ALL LIGHTING MUST HAVE READILY ACCESSIBLE MANUAL CONTROLS,
qty /
a♦
•lo•
AFI ARC FAULT INTERRUPT CIRCUIT P CEILING MOUNTED PENDANT LIGHT FIXTURE
TO OTHER BUILDINGS ON THE SAME LOT MUST FOLLOW ONE OF THESE TWO COMPLIANCE STRATEGIES:
5. SEPARATE CONTROL OF HIGH-EFFICACYAND LOW -EFFICACY LIGHTING: ALL HIGH -EFFICACY
GFI GROUND FAULT INTERRUPT CIRCUIT
LUMINARIES MUST BE CONTROLLED SEPARATELY FROM ALL LOW -EFFICACY LUMINAIRES. ADDITIONALLY,
• LOW -EFFICACY LIGHTING CONTROLLED BYA MOTION SENSORANDA PHOTOCONTROL, ASTRONOMICAL
WP WEATHER PROOF FIXTURE INDICATION CEILING SURFACE MOUNTED LIGHT FIXTURE
TIME CLOCK OR EMCS TO AUTOMATICALLY REDUCE LIGHTING ENERGY USE WHEN SUFFICIENT
D) THE SMALL APPLIANCE BRANCH CIRCUITS FOR THE KITCHEN ARE LIMITED TO SUPPLYING
Y
® CEILING MOUNTED EXHAUST FAN w/ FLUORESCENT LIGHT FIXTURE
BATHROOM:
-
lAA INATTICABOVE
CAPABLE OF TURNING ON ANY LIGHTING THAT HAS BEEN SHUT OFF BYAN AUTOMATIC LIGHTING CONTROL.
1. ONE HIGH -EFFICACY LUMINAIRE: EACH BATHROOM MUST HAVEAT LEAST ONE
® CEILING MOUNTED EXHAUST FAN
HIGH -EFFICACY LUMINAIRE.
FUNCTION THATALLOWS LUMINAIRES TO STAY SWITCHED ON REGARDLESS OF MOTION DEFECTION,
2. VACANCY SENSORS: LOW -EFFICACY LIGHTING IN BATHROOMS MUST BE CONTROLLED BY
p p p i U
0 00
VACANCY SENSORS.
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FIRST_
FIRST FLOOR ELECTRICAL PLAN
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GARAGES, LAUNDRY ROOMS & UTILITY ROOMS:
CONDUIT CONCEALED IN CEILING E RECESSED CEILING EYEBALL TYPE LIGHT FIXTURE WI MOTION SENSOR
I�r�il
KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN:
220 220 VOLT OUTLET FOR APPLIANCE ON DEDICATED CIRCUIT ® RECESSED CEILING LIGHT FIXTURE - L.C. RATED
• KITCHENS (NOTE: INTERIOR CABINET LIGHTING HAS A SEPARATE LIGHTING POWERALLOTMENT)
I
110 VOLT DUPLEX WALL OUTLET INSTALLED ABOVE
2. GARAGE DOOR OPENERS: LIGHTING INTEGRAL TO GARAGE DOOR OPENERS DOES NOT HAVE TO BE
COMPLIANCE REQUIREMENTS:
COUNTER,+45"A.F.F. TYP., U.N.O.((ALL 125 SINGLE PHASE
15 & 20 -AMP BRANCH CIRCUITS T(7 BE TAMPER-RESISTANT RECEPTACLES.) WALL MOUNTED EXT FLOOD LIGHTS, WET LOCATION LISTED
KITCHEN:
MANUFACTURERAND THE LIGHTS AUTOMATICALLY TURN ONAND OFF.
110 VOLT DUPLEX WALL OUTLET, 12" A.F.F. TYP., U.N.O.
I
I
I AFI
(ALL 125 SINGLE PHASE 15 & 20 -AMP BRANCH CIRCUITS WALL MOUNTED PHOTOCONTROUMOTION SENSOR COMBINATION
LUMINAIRES TYPICALLY CONSUME LESS POWER THAN OTHER LUMINAIRES, ABOUT THREE-QUARTERS OF
-
TO BE TAMPER-RESISTANT RECEPTACLES.) FLOOD LIGHTS WET LOCATION LISTED
LAUNDRY ROOM, GARAGE, OR UTILITY ROOM, INCLUDING:
KITCHEN LIGHTING, THE LIGHTING FOR DINING AREAS, BREAKFAST NOOKS OR OTHERAD A ENT SPACES IS
' N CABLE &PHONE LINES (PER CLIENT)
NOT INCLUDED IN THE 50% HIGH -EFFICACY CALCULATIOMFOR BOTH LOW-EFFICACYAND HIGH -EFFICACY LUMINAIRES,
DINING ROOMS (IF SWITCHED SEPARATELY FROM KITCHENS)
T THERMOSTAT WIRING FLUORESCENT LIGHT FIXTURE w/ACRYUC LENSE
NOOKS IF SWITCHED SEPARATELY FROM KITCHEN LIGHTING
USED BY BALLASTS. THIS RATING MUST BE LISTED ON THE LUMINAIRE FOLLOWING UL STANDARDS.
SINGLE POLE WALL SWITCH, +44" TYR U.N.O.
UNDERCABINET OR CABINET LIGHTING THAT PROJECTS LIGHT PRIMARILY OUTSIDE THE CABINETRY
COMPLIANCE REQUIREMENTS
- 3 -WAY SWITCH, +44" TYR U.N.O.
THREE COMPLIANCE OPTIONS ARE AVAILABLE FOR PERMANENTLY INSTALLED LIGHTING IN THIS
REQUIREMENT. THIS INCLUDES PERMANENTLY INSTALLED, HIGH -EFFICACY UNDERCABINET LUMINAIRES
CEILING RECESSED OR HANGING FLUORESCENT
- 4 -WAY SWITCH, +44" TYP. U.N.O.
THAT ARE NOT HARD -WIRED BUT PLUG IN TO KITCHEN WALL OUTLETS. BLANK ELECTRICAL BOXES FOR FUTURE
1. HIGH -EFFICACY LIGHTING
LIGHT FIXTURE wIACRYLIC LENSE
2. LOW -EFFICACY LIGHTING CONTROLLED BYA VACANCY SENSOR
DLI
+
DIMMER SWITCH 44" NP. U.N.O.
LIGHTING POWER..
THESE OPTIONS MAY BE USED IN COMBINATION WITH ONE ANOTHER; FOR EXAMPLE HIGH -E-
_FFICACY
WALL MOUNTED LIGHT FIXTURE
DOWNLIGHTS AND DIMMABLE LOW -EFFICACY TRACK LIGHTS - BOTH ON SEPARATE DIMMER SWITCHES -
HAS BEEN MET ANY LOW -EFFICACY LIGHTING MUST BE EQUIPPED WITH DIMMERS VACANCY
MAY BE INSTALLED IN THE SAME LIVING ROOM.
SENSORS OR A LIGHTING CONTROL SYSTEM THAT PROVIDES ONE OR BOTH OF THESE FUNCTIONS.
CHOOSE HIGH -EFFICACY LUMINAIRES AND DIMMER SWITCHES TO EXCEED CODE REQUIREIAENTS,
Q FLOOR OUTLET DOUBLE
IMPROVE EFFICIENCYAND MAKE LIGHTING ADJUSTABLE INAREAS LIKE BEDROOMS, LIVING ROOMSAND
CONTROLLED BY DIMMERS, VACANCY SENSORS ORA LIGHTING CONTROL SYSTEM, THE STANDARDS ALLOW
QC CEILING OUTLET DOUBLE CEILING FAN wl LIGHT FIXTURE
ADDITIONAL CONTROLLED LOW -EFFICACY LIGHTING TO BE INSTALLED IN KITCHENS BEYOND THE 50%
Fax: 530-538-2140
® SMOKE DETECTOR-ACIDC POWERED AND INTER -CONNECTED
OUTDOOR LIGHTING:
THAN 2,50oFT2. THERE IS NO LIMIT TO HOW MUCH HIGH -EFFICACY LIGHTING MAY BE INSTALLED.
® CARBON MONOXIDE DECTORI EXPLOSIVE GAS SENSOR/ALARM
4. MANUAL CONTROL: ALL LIGHTING MUST HAVE READILY ACCESSIBLE MANUAL CONTROLS,
1. HIGH EFFICACY OR CONTROLS: ALL LIGHTING ATTACHED TO THE EXTERIOR OFA RESIDENTIAL BUILDING OR
AFI ARC FAULT INTERRUPT CIRCUIT P CEILING MOUNTED PENDANT LIGHT FIXTURE
TO OTHER BUILDINGS ON THE SAME LOT MUST FOLLOW ONE OF THESE TWO COMPLIANCE STRATEGIES:
5. SEPARATE CONTROL OF HIGH-EFFICACYAND LOW -EFFICACY LIGHTING: ALL HIGH -EFFICACY
GFI GROUND FAULT INTERRUPT CIRCUIT
LUMINARIES MUST BE CONTROLLED SEPARATELY FROM ALL LOW -EFFICACY LUMINAIRES. ADDITIONALLY,
• LOW -EFFICACY LIGHTING CONTROLLED BYA MOTION SENSORANDA PHOTOCONTROL, ASTRONOMICAL
WP WEATHER PROOF FIXTURE INDICATION CEILING SURFACE MOUNTED LIGHT FIXTURE
TIME CLOCK OR EMCS TO AUTOMATICALLY REDUCE LIGHTING ENERGY USE WHEN SUFFICIENT
D) THE SMALL APPLIANCE BRANCH CIRCUITS FOR THE KITCHEN ARE LIMITED TO SUPPLYING
Y
® CEILING MOUNTED EXHAUST FAN w/ FLUORESCENT LIGHT FIXTURE
BATHROOM:
2. MANUAL CONTROL: LIGHTING MUST BE CONTROLLED BYA MANUAL ON / OFF SWITCH THAT IS NOT
lAA INATTICABOVE
CAPABLE OF TURNING ON ANY LIGHTING THAT HAS BEEN SHUT OFF BYAN AUTOMATIC LIGHTING CONTROL.
1. ONE HIGH -EFFICACY LUMINAIRE: EACH BATHROOM MUST HAVEAT LEAST ONE
® CEILING MOUNTED EXHAUST FAN
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NOTE BATHROOM FANS:
FANS IS TO BE USED FOR LOCAL VENTILATION
EXHAUST. MINIMUM 50 CFM FAN TESTED ATA
STATIC PRESSURE OF .25 WC AN[) RATED
@ 3 SONES OR LESS REQUIREDTO BE INSTALLED
FAN MUST BE ATTACHED TOA MINIMUM 4" DUCT
AND NO LONGER THAN 70' OF FLEX DUCT.
SUBTRACT 15' OF ALLOWED LENGTH FOR
EACH ELBOW.BATH EXHAUST FAN TO BE
CONTROLLED BY HUMIDSTAT CONTROLED
WITH CAPABLE ADJUSTMENT OF 50%
TO 80% HUMIDITY.
OTHER BATH NOTES:
1. THE EFFECTIVE FLUSH VOLUME_ OFALL
WATER CLOSETS SHALL NOT EXQEED
1.28 GALLONS PER FLUSH. CALGFIEEN
SEC. 4.303.1.1
2. THE SHOWERHEADS SHALL HAVE MAXIMUM
FLOW RATE OF NOT MORE THAN 2A GALLONS
PER MINUTE AT 80 PSI. CALGREEN
SEC. 4.303.1.3.1
3. MAXIMUM FLOW RATE OF RESIDENTIAL
LAVATORY FAUCETS SHALL NOT EXCEED 1.5
GALLONS PER MINUTEAT 60 PSI. CALGREEN
SEC. 4.303.1.4.1
NOTE: EXHAUST FAN TO THE OUTSIDE MIN. 20 CFM
(OR PER TITLE 24 REQ. WHICHEVER IS GREATER)
THIS FAN IS TO BE USED FOR WHOLE BUILDING
VENTILATION. MINIMUM 20 CFM FAN TESTEDAT
A STATIC PRESSURE OF .25 WC AND RATED
1 SONE OR LESS REQUIRED TO BE EN>TALLED,
FAN MUST BE ATTACHED TO A MINIMUM g- DUCT
AND NO LONGER THAN 70'. SUBTRACT 1v OF
ALLOWED LENGTH FOR EACH ELBOW. SWITCH
FOR FAN MUST BE LABELED TO INDICATE= THE
FANS REQUIRED FUNCTION SUCHAS "FAN IS
TO BE LEFT ON TO ENSURE INDOORAIR QUALITY."
CALCULATION:
Qfan = 0.01 (384 (FLOOR AREA)) + 7.5(1 (BEDROOMS))+1
OFAN=3.8+8.5=12.3
NON -LIVABLE STORAGE CEILING ELECT. PLAN
TITLE 24 DESIGN GIUDE
GARAGES, LAUNDRY ROOMS & UTILITY ROOMS:
-ARCHED
I�r�il
KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN:
1. HIGH EFFICACYAND CONTROLS: HIGH -EFFICACY LUMINAIRESARE REQUIREDIN GARAGE �, LAUNDRY
• KITCHENS (NOTE: INTERIOR CABINET LIGHTING HAS A SEPARATE LIGHTING POWERALLOTMENT)
I
- ADJACENT SPACES THATARE NOT SEPARATELY SWITCHED, SUCH AS NOOKS AND DINING AREAS
2. GARAGE DOOR OPENERS: LIGHTING INTEGRAL TO GARAGE DOOR OPENERS DOES NOT HAVE TO BE
COMPLIANCE REQUIREMENTS:
r_1LLJI=A
I
KITCHEN:
MANUFACTURERAND THE LIGHTS AUTOMATICALLY TURN ONAND OFF.
1. AT LEAST 50% HIGH -EFFICACY (CONTROLS OPTIONAL): HIGH -EFFICACY LUMINAIRES MUST
I
I
I AFI
OTHER ROOMS:
LUMINAIRES TYPICALLY CONSUME LESS POWER THAN OTHER LUMINAIRES, ABOUT THREE-QUARTERS OF
-
AFI /
i
LAUNDRY ROOM, GARAGE, OR UTILITY ROOM, INCLUDING:
KITCHEN LIGHTING, THE LIGHTING FOR DINING AREAS, BREAKFAST NOOKS OR OTHERAD A ENT SPACES IS
I
I
NOT INCLUDED IN THE 50% HIGH -EFFICACY CALCULATIOMFOR BOTH LOW-EFFICACYAND HIGH -EFFICACY LUMINAIRES,
DINING ROOMS (IF SWITCHED SEPARATELY FROM KITCHENS)
THE INSTALLED LIGHTING POWER IS THE MAXIMUM RATED POWER (WATTS) OF THE LUMINAIRE, INCLUDING POWER
NOOKS IF SWITCHED SEPARATELY FROM KITCHEN LIGHTING
USED BY BALLASTS. THIS RATING MUST BE LISTED ON THE LUMINAIRE FOLLOWING UL STANDARDS.
• HALLWAYS- ATTIC SPACES- CLOSETS 70 FT2 AND LARGER
UNDERCABINET OR CABINET LIGHTING THAT PROJECTS LIGHT PRIMARILY OUTSIDE THE CABINETRY
COMPLIANCE REQUIREMENTS
NON - LIVABLE STORAGE CEILING
THREE COMPLIANCE OPTIONS ARE AVAILABLE FOR PERMANENTLY INSTALLED LIGHTING IN THIS
REQUIREMENT. THIS INCLUDES PERMANENTLY INSTALLED, HIGH -EFFICACY UNDERCABINET LUMINAIRES
RESIDENTIAL SPACE CATEGORY:
THAT ARE NOT HARD -WIRED BUT PLUG IN TO KITCHEN WALL OUTLETS. BLANK ELECTRICAL BOXES FOR FUTURE
1. HIGH -EFFICACY LIGHTING
INSTALLATIONS: EACH ELECTRICAL BOX WITH A BLANK COVER OR WHERE NO LUMINAIRE, SURFACE -MOUNTED CEILING
2. LOW -EFFICACY LIGHTING CONTROLLED BYA VACANCY SENSOR
FAN OR OTHER ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, IS COUNTED AS 180 WATTS OF LOW -EFFICACY
3. LOW -EFFICACY LIGHTING CONTROLLED BYA DIMMER SWITCH
LIGHTING POWER..
THESE OPTIONS MAY BE USED IN COMBINATION WITH ONE ANOTHER; FOR EXAMPLE HIGH -E-
_FFICACY
2. LOW -EFFICACY LIGHTING MUST BE CONTROLLED: AFTER THE 50% HIGH -EFFICACY REQUIREMENT
DOWNLIGHTS AND DIMMABLE LOW -EFFICACY TRACK LIGHTS - BOTH ON SEPARATE DIMMER SWITCHES -
HAS BEEN MET ANY LOW -EFFICACY LIGHTING MUST BE EQUIPPED WITH DIMMERS VACANCY
MAY BE INSTALLED IN THE SAME LIVING ROOM.
S�r
NOTE BATHROOM FANS:
FANS IS TO BE USED FOR LOCAL VENTILATION
EXHAUST. MINIMUM 50 CFM FAN TESTED ATA
STATIC PRESSURE OF .25 WC AN[) RATED
@ 3 SONES OR LESS REQUIREDTO BE INSTALLED
FAN MUST BE ATTACHED TOA MINIMUM 4" DUCT
AND NO LONGER THAN 70' OF FLEX DUCT.
SUBTRACT 15' OF ALLOWED LENGTH FOR
EACH ELBOW.BATH EXHAUST FAN TO BE
CONTROLLED BY HUMIDSTAT CONTROLED
WITH CAPABLE ADJUSTMENT OF 50%
TO 80% HUMIDITY.
OTHER BATH NOTES:
1. THE EFFECTIVE FLUSH VOLUME_ OFALL
WATER CLOSETS SHALL NOT EXQEED
1.28 GALLONS PER FLUSH. CALGFIEEN
SEC. 4.303.1.1
2. THE SHOWERHEADS SHALL HAVE MAXIMUM
FLOW RATE OF NOT MORE THAN 2A GALLONS
PER MINUTE AT 80 PSI. CALGREEN
SEC. 4.303.1.3.1
3. MAXIMUM FLOW RATE OF RESIDENTIAL
LAVATORY FAUCETS SHALL NOT EXCEED 1.5
GALLONS PER MINUTEAT 60 PSI. CALGREEN
SEC. 4.303.1.4.1
NOTE: EXHAUST FAN TO THE OUTSIDE MIN. 20 CFM
(OR PER TITLE 24 REQ. WHICHEVER IS GREATER)
THIS FAN IS TO BE USED FOR WHOLE BUILDING
VENTILATION. MINIMUM 20 CFM FAN TESTEDAT
A STATIC PRESSURE OF .25 WC AND RATED
1 SONE OR LESS REQUIRED TO BE EN>TALLED,
FAN MUST BE ATTACHED TO A MINIMUM g- DUCT
AND NO LONGER THAN 70'. SUBTRACT 1v OF
ALLOWED LENGTH FOR EACH ELBOW. SWITCH
FOR FAN MUST BE LABELED TO INDICATE= THE
FANS REQUIRED FUNCTION SUCHAS "FAN IS
TO BE LEFT ON TO ENSURE INDOORAIR QUALITY."
CALCULATION:
Qfan = 0.01 (384 (FLOOR AREA)) + 7.5(1 (BEDROOMS))+1
OFAN=3.8+8.5=12.3
NON -LIVABLE STORAGE CEILING ELECT. PLAN
TITLE 24 DESIGN GIUDE
GARAGES, LAUNDRY ROOMS & UTILITY ROOMS:
-ARCHED
COMPLIANCE REQUIREMENTS:
KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN:
1. HIGH EFFICACYAND CONTROLS: HIGH -EFFICACY LUMINAIRESARE REQUIREDIN GARAGE �, LAUNDRY
• KITCHENS (NOTE: INTERIOR CABINET LIGHTING HAS A SEPARATE LIGHTING POWERALLOTMENT)
ROOMSAND UTILITY ROOMS, AND THESE MUST BE CONTROLLED BYA VACANCY SENSOR.
- ADJACENT SPACES THATARE NOT SEPARATELY SWITCHED, SUCH AS NOOKS AND DINING AREAS
2. GARAGE DOOR OPENERS: LIGHTING INTEGRAL TO GARAGE DOOR OPENERS DOES NOT HAVE TO BE
COMPLIANCE REQUIREMENTS:
HIGH EFFICACY WHEN THEREARE NO MORE THAN TWO SCREW -BASE SOCKETS INTEGRATED BY THE
KITCHEN:
MANUFACTURERAND THE LIGHTS AUTOMATICALLY TURN ONAND OFF.
1. AT LEAST 50% HIGH -EFFICACY (CONTROLS OPTIONAL): HIGH -EFFICACY LUMINAIRES MUST
F
CONSTITUTE AT LEAST 50% OF THE TOTAL RATED LIGHTING POWER IN KITCHENS. BECAUSE HIGH -EFFICACY
OTHER ROOMS:
LUMINAIRES TYPICALLY CONSUME LESS POWER THAN OTHER LUMINAIRES, ABOUT THREE-QUARTERS OF
THIS CATEGORY COVERS ANY ROOM ORAREA THAT IS NOTA KITCHEN, BATHROOM,
THE LUMINAIRES IN THE KITCHEN ARE LIKELY TO BE HIGH EFFICACY. WHEN SWITCHED SEPARATELY FROM
LAUNDRY ROOM, GARAGE, OR UTILITY ROOM, INCLUDING:
KITCHEN LIGHTING, THE LIGHTING FOR DINING AREAS, BREAKFAST NOOKS OR OTHERAD A ENT SPACES IS
• BEDROOMS • LIVING ROOMS • HOME OFFICES -
NOT INCLUDED IN THE 50% HIGH -EFFICACY CALCULATIOMFOR BOTH LOW-EFFICACYAND HIGH -EFFICACY LUMINAIRES,
DINING ROOMS (IF SWITCHED SEPARATELY FROM KITCHENS)
THE INSTALLED LIGHTING POWER IS THE MAXIMUM RATED POWER (WATTS) OF THE LUMINAIRE, INCLUDING POWER
NOOKS IF SWITCHED SEPARATELY FROM KITCHEN LIGHTING
USED BY BALLASTS. THIS RATING MUST BE LISTED ON THE LUMINAIRE FOLLOWING UL STANDARDS.
• HALLWAYS- ATTIC SPACES- CLOSETS 70 FT2 AND LARGER
UNDERCABINET OR CABINET LIGHTING THAT PROJECTS LIGHT PRIMARILY OUTSIDE THE CABINETRY
COMPLIANCE REQUIREMENTS
IS CONSIDERED PERMANENTLY INSTALLED LIGHTING AND COUNTS TOWARD THE 50% HIGH -EFFICACY
THREE COMPLIANCE OPTIONS ARE AVAILABLE FOR PERMANENTLY INSTALLED LIGHTING IN THIS
REQUIREMENT. THIS INCLUDES PERMANENTLY INSTALLED, HIGH -EFFICACY UNDERCABINET LUMINAIRES
RESIDENTIAL SPACE CATEGORY:
THAT ARE NOT HARD -WIRED BUT PLUG IN TO KITCHEN WALL OUTLETS. BLANK ELECTRICAL BOXES FOR FUTURE
1. HIGH -EFFICACY LIGHTING
INSTALLATIONS: EACH ELECTRICAL BOX WITH A BLANK COVER OR WHERE NO LUMINAIRE, SURFACE -MOUNTED CEILING
2. LOW -EFFICACY LIGHTING CONTROLLED BYA VACANCY SENSOR
FAN OR OTHER ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, IS COUNTED AS 180 WATTS OF LOW -EFFICACY
3. LOW -EFFICACY LIGHTING CONTROLLED BYA DIMMER SWITCH
LIGHTING POWER..
THESE OPTIONS MAY BE USED IN COMBINATION WITH ONE ANOTHER; FOR EXAMPLE HIGH -E-
_FFICACY
2. LOW -EFFICACY LIGHTING MUST BE CONTROLLED: AFTER THE 50% HIGH -EFFICACY REQUIREMENT
DOWNLIGHTS AND DIMMABLE LOW -EFFICACY TRACK LIGHTS - BOTH ON SEPARATE DIMMER SWITCHES -
HAS BEEN MET ANY LOW -EFFICACY LIGHTING MUST BE EQUIPPED WITH DIMMERS VACANCY
MAY BE INSTALLED IN THE SAME LIVING ROOM.
SENSORS OR A LIGHTING CONTROL SYSTEM THAT PROVIDES ONE OR BOTH OF THESE FUNCTIONS.
CHOOSE HIGH -EFFICACY LUMINAIRES AND DIMMER SWITCHES TO EXCEED CODE REQUIREIAENTS,
3. EARN MORE LOW -EFFICACY LIGHTING: IF ALL LIGHTING, BOTH HIGH-EFFICACYAND LOW -EFFICACY, IS
IMPROVE EFFICIENCYAND MAKE LIGHTING ADJUSTABLE INAREAS LIKE BEDROOMS, LIVING ROOMSAND
CONTROLLED BY DIMMERS, VACANCY SENSORS ORA LIGHTING CONTROL SYSTEM, THE STANDARDS ALLOW
DINING ROOMS, WHERE DIFFERENT ACTIVITIES CALL FOR VARYING LIGHT LEVELS.
ADDITIONAL CONTROLLED LOW -EFFICACY LIGHTING TO BE INSTALLED IN KITCHENS BEYOND THE 50%
Fax: 530-538-2140
MAXIMUM: UP TO 50 WATTS IN UNITS 2,500FT2 OR SMALLER, AND UP TO 100 WATTS IN UNITS LARGER
OUTDOOR LIGHTING:
THAN 2,50oFT2. THERE IS NO LIMIT TO HOW MUCH HIGH -EFFICACY LIGHTING MAY BE INSTALLED.
COMPLIANCE REQUIREMENTS
4. MANUAL CONTROL: ALL LIGHTING MUST HAVE READILY ACCESSIBLE MANUAL CONTROLS,
1. HIGH EFFICACY OR CONTROLS: ALL LIGHTING ATTACHED TO THE EXTERIOR OFA RESIDENTIAL BUILDING OR
ALLOWING OCCUPANTS EASY CONTROL OF LIGHTING IN THE SPACE.
TO OTHER BUILDINGS ON THE SAME LOT MUST FOLLOW ONE OF THESE TWO COMPLIANCE STRATEGIES:
5. SEPARATE CONTROL OF HIGH-EFFICACYAND LOW -EFFICACY LIGHTING: ALL HIGH -EFFICACY
ALL HIGH -EFFICACY LIGHTING
LUMINARIES MUST BE CONTROLLED SEPARATELY FROM ALL LOW -EFFICACY LUMINAIRES. ADDITIONALLY,
• LOW -EFFICACY LIGHTING CONTROLLED BYA MOTION SENSORANDA PHOTOCONTROL, ASTRONOMICAL
EACH LIGHTING LAYER THAT SERVES A UNIQUE FUNCTION SHOULD OPERATE INDEPENDENTLY.
TIME CLOCK OR EMCS TO AUTOMATICALLY REDUCE LIGHTING ENERGY USE WHEN SUFFICIENT
D) THE SMALL APPLIANCE BRANCH CIRCUITS FOR THE KITCHEN ARE LIMITED TO SUPPLYING
DAYLIGHT IS AVAILABLE
BATHROOM:
2. MANUAL CONTROL: LIGHTING MUST BE CONTROLLED BYA MANUAL ON / OFF SWITCH THAT IS NOT
COMPLIANCE REQUIREMENTS
CAPABLE OF TURNING ON ANY LIGHTING THAT HAS BEEN SHUT OFF BYAN AUTOMATIC LIGHTING CONTROL.
1. ONE HIGH -EFFICACY LUMINAIRE: EACH BATHROOM MUST HAVEAT LEAST ONE
3. TEMPORARY MOTION SENSOR OVERRIDES: MOTION SENSORS MAY HAVEATEMPORARY ()VERRIDE
HIGH -EFFICACY LUMINAIRE.
FUNCTION THATALLOWS LUMINAIRES TO STAY SWITCHED ON REGARDLESS OF MOTION DEFECTION,
2. VACANCY SENSORS: LOW -EFFICACY LIGHTING IN BATHROOMS MUST BE CONTROLLED BY
BUT THE MOTION SENSOR MUST AUTOMATICALLY REACTIVATE WITHIN SIX HOURS.
VACANCY SENSORS.
3. SWITCH SEPARATELY: CONTROL LIGHTING THAT IS INTEGRAL TO CEILING FANS SEPARATELY
FOR MORE INFO.
FROM THE VENTILATION.
HTTP://CLTC.UDAVIS.EDU/TITLE-24-RESIDENTAL-LIGHTING-DESIGN-GUIDE
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WINDOW LEGEND
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- BAY
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- CASEMENT
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DH
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-EGRESS
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- GARDEN
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- HORIZONTAL SLIDER
OBS
- OBSCURED
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- SINGLE HUNG
TEMP
-TEMPERED
TRP
- TRAPEZOIDAL
DOOR LEGEND
BE
- BI -FOLD
BP
- BI -PASS
FR
-FRENCH
FL
- FULL LIGHT
HL
- HALF LIGHT
PKT
-POCKET
SC
- SELF CLOSING
SL
SIDELIGHT
SF
- SINGLE FOLD
SGD
- SLIDING GLASS DOOR
TR
-TRANSOM
NOTE:
SEE SHEET Al (ARCHITECTURAL NOTES)
FOR GLAZING REQUIREMENTS.
PREPARED BY
p
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homes
United States & Canada
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG HOMES
WEB ADDRESS:
www.sierrologhomes.com
PH: 530-899-0680 FAX: 530.899.0688
EMAIL ADDRESS:
Larry@sierraloghomes.com
COPYRIGHT 2010
SIERRA LOG HOMES
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA DESIGN GROUP
ENGINEERe BY
BLH INC.
STRUCTURAL ENGINEERING
CONSTRUCTION CONSULTING
EXPERT TESTIMONY
BARRY LEE HOUSEAL
33 Sarteano Dr. (949) 715-3700
Newport Coast, CA. 92657 (949) 715.3800 fax
PLANS PREPARED BY
WINDOWS ORDERING IS THE SOLE RESPONSIBLY
OF THE CONTRACTOR, CLIENT, & WINDOW COMPANY.
THE WINDOWS MUST MEET COUNTY, STATE &
FEDERAL REGULATIONS AND SHOULD BE CHECKED
FOR SIZE AND MATERIALS (SUCH AS BEING TEMPERED,
-
FIRE RATED & WIND RATED ETC, ETC.).
S14A LOGHOMES, INC.
PROJECT INFORMATION
® WALLS W/ 2X4 FRAMING @ 16" O.C. TYR
THOMAS
6X8"D"LOG WALLS
RESIDENCE:
Current Address`.
DOREEN THOMAS
1900 ORO DAM BLVD E#12-189
OROVILLE, CA 95966
(954)608-3990
E-MAIL REEN832@AOL.COM
QUII__ 22 c/
PERMITp
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
,lob Site Address:
CODE COMPLIANCE
APN #062-640-010 & 062-640-011
DATEBY
STAR CREST LANE
BERRY CREEK, GA. 95916
ELECTRICAL:
BUTTE COUNTY
Ph: 530-538-7601
REFER TO THE CEC, AS AMENDED BY THE STATE AND LOCAL JURISDICTION
Fax: 530-538-2140
A) ALL RECEPTACLE OUTLET LOCATIONS SHALL COMPLY WITH CEC.
B) BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BYA MINIMUM OF ONE 20 -AMPERE
DRAWING NOTES/REVISIONS
BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY
SERVE MORE THAN ONE BATHROOM.
10/06/16 - DESIGN CONCEPT
C)ALL 125 -VOLT, SINGLE-PHASE, 15 -AND 20 -AMPERE RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR
10/7/16 - PRE -ENGINEERING
SINKS SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION.
10/13/16 - SUBMITTAL
D) THE SMALL APPLIANCE BRANCH CIRCUITS FOR THE KITCHEN ARE LIMITED TO SUPPLYING
WALLAND COUNTER SPACE OUTLETS (THEY CANNOT SERVE THE DINING ROOM, OUTSIDE
PLUGS, RANGE HOOD DISPOSALS, DISHWASHERS OR MICROWAVES -ONLY THE REQUIRED
COUNTERTOP/WALL OUTLETS INCLUDING THE REFRIGERATOR).
E) LIGHTS IN CLOSETS SHALL BE INSTALLED WITH CLEARANCESAS DEFINED IN CEC.
F) RECESSED LIGHT FIXTURES SHALL BE IC RATED.
G) BATHROOM LIGHTING REQUIREMENTS: SEE TITLE 24 DESIGN GUIDE
H) ONE OUTLET ON A SEPARATE 20 -AMP CIRCUIT MUST BE PROVIDED FOR THE LAUNDRY
AREAAND BE WITHIN SIX FEET OF THE INTENDED LOCATION OF THE APPLIANCE. THIS
CIRCUIT SHALL HAVE NO OTHER OUTLETS.
1)AT LEAST ONE GRADE -LEVEL GFCI-PROTECTED RECEPTACLE SHALL BE INSTALLED AT THE
FRONTAND BACK OF THE DWELLING.
J) AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN
EVERY HABITABLE ROOM, IN BATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED GARAGE,
AND AT OUTDOOR ENTRANCES. EXCEPTION: IN HABITABLE ROOMS, OTHER THAN KITCHENS
AND BASEMENT, ONE OR MORE RECEPTACLES CONTROLLED BY A WALL SWITCH SHALL BE
LOG SPECIFICATIONS
PERMITTED IN LIEU OFA LIGHTING OUTLET.
K) LIGHTING SHALL BE PROVIDEDATATTIC AND UNDER FLOOR CRAWLAREA WITHA LIGHTED
SWITCH LOCATED AT THE OPENING.
L) ELECTRICAL CONNECTIONS: 1.ALLALUMINUM CONDUCTORS SIZE 110AND LARGER SHALL
BE TERMINATED WITH A COMPRESSION TYPE CONNECTOR. AN OXIDATION INHIBITOR SHALL
m
BE USED ON ALL ALUMINUM CONNECTIONS.
Y
M) CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A FOUR -PRONG OUTLETARE
REQUIRED FOR THE DRYERS AND COOKING UNITS.
¢
Sr
N) A LIFER GROUND AND 8' OF DRIVEN COPPER PIPE MUST BE USED FOR ELECTRICAL
F-
N
GROUNDING.
di
O) THE ABOVE LIFER GROUND MUST BE KEPT AT LEAST 6' AWAY FROM THE DRIVEN COPPER
PIPE.
n
P) ALL OUTLETS IN BEDROOMS ARE REQUIRED TO BE ARC -FAULT (AFCI) CIRCUIT
INTERRUPTER(S). (ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, SINGLE PHASE, 15 -AND
20- AMPERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE
PROTECTED BY AN ARC -FAULT CINTERRUPTER(S))
1'(0FFSET)
RAREA DWELLING UNITS, RECEPTICLE OUTLETS SHALL
Q) IN EVERYY HABITABLE ROOM ORCUF
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V XS D
BE INSTALLED SO THAT NO POINTALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE
THAN 6' MEASURED HORIZONTALLY FROM A WALL OR OPENING, 12' FROM ANOTHER OUTLET
IN THAT SPACE INCLUDING ANY WALL SPACE 2' OR MORE IN WIDTHAND THE WALL SPACE
DATE SCALE
OCCUPIED BY FIXED PANELS INEXTERIOR WALLS BUT EXCLUDING SLIDING PANELS IN
EXTERIOR WALL. THE WALL SPACE ALLOWED BY FIXED ROOM DIVIDERS I.E. BAR -TYPE
10/06/16 1/4" = 1'-0"
COUNTERS OR RAILINGS, SHALL BE INCLUDED IN THE 6/12 -FOOT MEASUREMENT.
R) HIGH EFFICACY LUMINARIES MUST BE PIN BASED.
S) LUMINARIES RECESSED IN INSULATED CEILINGS MUST MEET REQUIREMENTS OF CEC
SHEET TITLE
CODE.
T) LIGHTING IN BATHROOMS, AND GARAGES: SEE TITLE 24 DESIGN GUIDE
U) OTHER ROOMS: SEE TITLE 24 DESIGN GUIDE
FLOOR
V) OUTDOOR LIGHTING: SEE TITLE 24 DESIGN GUIDE
W) COMBINATION TYPE ARC -FAULT CIRCUIT INTERUPTERS(AFCI) SHALL BE INSTALLED
IN ALL DWELLING UNIT FAMILY ROOMS, LIVING ROOMS, BEDROOMS, CLOSETS, HALLWAYS,
&ELECTRICAL
AND SIMILAR ROOMS/AREAS.
X) ALL REQUIRED 15/20 AMPHERE RECEPTACLES LISTED IN SECTION 210.52 FOR DWELLING
UNITS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES.
PLANS
Y) FIXTURES, LAMP HOLDERS & RECEPTACLES OUTLETS TO BE SECURELY SUPPORTED.
A FIXURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16" IN ANY DIMENSION SHALL
NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES SHALL NOT
SHEET NUMBER
BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS.
(Z) TWO OR MORE 20 -AMP SMALLAPPUANCE BRANCH CIRCUITSTO BE EVENLY
PROPORTIONED IN THE KITCHEN, PANTRY BREAKFAST ROOM, DINING ROOM OR SIMILAR ARE
TO SEVERE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO
OTHER.
A2'
AA) INDICATE THATALL OUTSIDE LUMINAIRES WILL BE MARKED AS" SUITABLE FOR WET
LOCATIONS"
8
GENERAL INFORMATION:
APPLICABLE CODE CYCLE:
NOTE: ELEVATIONS & SE(;TIONS ARE
OCCUPANCY GROUP: R- /U 2013 CBC NOTE: GRAPHIC ILLUSTRATIONS& SHOULD
NOT BE USED TO SCALE OR BUILD FROM,
TYPE OF CONSTRUTION: 6X8 "D" LOG HOME 2013 CRC 1. SCOPE OF WORK:
STRUCTURE IN WUI AREA: 2013 CME NEW RESIDENCE ON 5.06 ACRES
SPRINKLERS REQUIRED: YES 2013 CPC 1 LIVING ROOM/ SLEEPING CHAMBER & 1 BATH 1NOTES )
OGTOBE ED YEAR
./.►. p 1) ROOFING TO BE 40 YEAR ARCHITECTURAL GRADE TYPEA SHINGLES OVER 30# FELT.
NUMBER OF STORIES: 1 2013 CEC (APN # 062-640-010 & 062-640-011 ) 2) ALL ROOFS SHALL HAVEAN ICE DAM UNDERLAYMENT OF 5' FROM EDGE OR RIDGE WHICHEVER IS
LESS.
BUILDING HEIGHT: 20'-111 3) ALL ROOF PROJECTIONS SHALL BE PROTECTED WITH AN ICE SPLITTER.
LIVABLE SPACE: 384 SQ. FT. 4) PROVIDE FOR ALL TYPES OF ROOFS SHEET METAL VALLEY FLASHING WITH 36 -INCH WIDE #72 ASTM
CAP SHEET UNDERLAYMENT DIRECTLY UNDER FLASHING AND OVER NORMALLY REQUIRED
UNDERLAYMENT (VALLEY PANS ARE SHEETMETAL).
GROUND SNOW LOAD: 37 PSF 5) <4:12 PITCH DOUBLE $TARTER UNDERLAYMENT.
6) <4:12 PITCH 19" STARTER & 2 LAYERS SHINGLE FASHION.
WIND SPEED: 110 MPH (VOLT), 3 -SEC GUSTS, 7) ROOF CLASSIFICATION ISA
EXPOSURE CATEGORY:
8) ROOFING ASSEM.INSTE.
ALLEDINA000RDANCETOMANSPEC.
SIESMIC DESIGN D NOTES FOR OPTIONAL METAL ROOF:
1) ROOFING TO BE METAL ROOFING MATERIALS, OVER 30# FELT. METAL ROOFING TO
BE MIN. 29 GAUGE THICKNESS.
2) ALL ROOFS SHALL HAVE AN ICE DAM UNDERLAYMENT OF 5' FROM EDGE OR RIDGE
WHICHEVER IS LESS.
3) ALL ROOF PROJECTIONS SHALL BE PROTECTED WITH AN ICE SPLITTER.
4) PROVIDE FOR ALL TYPES OF ROOF SHEET METAL VALLEY FLASHING WITH
36 -INCH WIDE UNDERLAYMENT DIRECTLY UNDER FLASHING AND OVER NORMALLY
6x8 "D" CEDAR LOG REQUIRED UNDERLAYMENT.
GABLE END WALL 5) <4:12 PITCH DOUBLE $TARTER UNDERLAYMENT.
6) ROOF CLASSIFICATION IS A
7) ROOFING ASSEM. INS IALLED IN ACCORDANCE TO MANF. SPEC.
12 12
141 —114 VENTING
HOUSE & PORCH VENTING REQUIREMENT:
1. ATTIC VENTING TO HAVE A MIN. 1 SQ, FT. PER 300 SQ. FT OF ATTIC AREA
IF 40% NOT MORE THAN 50% OF THE VENTING IS T ABOVE THE EAVES OR
CORNICE WITH THE BALANCE IN THE EAVES OR CORNICE.
EXTEND TOP COURSE
OF LOG WALL HOUSE & PORCH ROOF VENTING CALCULATION (GABLES ARE NOT VENTILATED):
TO PICK UP EAVES 469 SQ. FT. ATTIC AREA (FLOOR PERIMETER+PORCH+HOUSE EAVES (NON GABLE END)) / 300 SQ. FT.
■ - = 1.56 SQ.FT. x 144 = 224.6 SQ. IN.
224.6/2 = 112.3 SQ. IN. 50% MIN. RIDGE VENT.
112.3/16 NFVA (AIR VENT INC.) PER FT = 7.8' LF. REQUIRED.
TOP OF LOG WALL N MAIN HOUSE VENTING
Li INSIDE GABLE TO INSIM GABLE 23.3' LF >7.8' REQUIRED @ 50%.
224.6/2 = 112.3 SO. IN. 50% MIN. EAVE VENTING.
2" DIA. HOLES (3.1) SO. IN. IN FREEZE BLOCKS.
(3) HOLES IN EACH BAY X 3.1= 9.1 SQ. IN. PER BAY.
112.3/9.1= 12.3 MIN. BAY$ REQUIRED
a 24 BAYS AVAILABLE> 12,3 BAYS REQUIRED.
8x8 TIMBER CORNER POST I I T N
o) VUCAN (VE3522) SOFFIT VENTS PROVIDED @ 41 NFVA SQ. INCHES OF EAVE VENT
41" NFVA> 9.1 SQ. IN. IN FREEZE BLOCK IN EACH BAY
6x8 "D" CEDAR LOG WALL EAVE VENTS HAVE BEEN WUI FIRE APPROVED (WUI COMPLIANT).
AWAY FROM ALL FOUNDATIONS
A MINIMUM OF 10' HORIZONTAL.
FRONT ELEVATION
EXTEND TOP COURSE
OF LOG WALL
TO PICK UP EAVES
6x8 "D" CEDAR LOG WALL
6x8 "D" CEDAR LOG
GABLE END WALL
12
141
12
114
DI
ALL FINISHED GRADE SHALL
SLOPE ATA MINIMUM OF 5%
AWAY FROM ALL FOUNDATIONS
A MINIMUM OF 10' HORIZONTAL.
LEFT ELEVATION
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BOTTOM OF LOG
ALL FINISHED GRADE SHALL
SLOPE AT A MINIMUM OF 5%
AWAY FROM ALL FOUNDATIONS
A MINIMUM OF 10' HORIZONTAL.
RIGHT ELEVATION
14:12 PITCH
AWAY FROM ALL FOUNDATIONS
A MINIMUM OF 10' HORIZONTAL.
BACK ELEVATION
6x12 CEDAR#1 TIMBER RIDGE
117/8" 1 JOIST RAFTERS
8x8 CEDAR#2 TIMBER POST
N i TOP OF LOG WALL
N �
0)
OF
12
14F-,
SECTION
2x CEDAR DECKING
O
00
R38 ROOF INSULATION
FOOTING PER PLAN
12
]14
4x10 CEDAR#1 TIMBER JOIST
2x10 LEDGER BOARD
6x10 CEDAR#1 TIMBER GIRDER
6x8 "D" CEDAR LOG WALL
4x6 PRESSURE TREATED SILL
PERMIT#
BUTTE COUNTY DEVELOPMENT SERVICES
CODEVC MPDL AONCE
DATE I I RV h [l
PREPARED BY
of
no)g
United States & Ceaada
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG HOMES
WEB ADDRESS:
www.slerraloghomes.com
PH: 530-899-0680 FAX: 530-899-0688
EMAIL ADDR9SS:
Larry@sierraloghomes.com
COPYRIGHT 2010
SIERRA LOG HOMES
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA DESIGN GROUP
ENGINEEReD BY
BLH INC.!
STRUCTURAL ENGINEERING
CONSTRUCTION CONSULTING
EXPERT TESTIMONY
BARRY LEE HOUSEAL
33 Sarteano Dr. (949)715-3700
Newport Coast, CA. 92657 (949) 715-3800 fax
PLANS PREPARED BY
SIVA LOG HOMES, INC
PROJECT INFORMATION
THOMAS
RESIDENCE:
Current Address:
DOREENTHOMAS
1900 ORO DAM BLVD E#12-189
OROVILLE, CA 95966
(954)608-3990
E-MAIL REEN832@AOL.COM
Job Site Address:
APN #062-640-010 & 062-640-011
STAR CREST LANE
BERRY CREEK, CA. 95916
BUTTE COUNTY
Ph: 530-5387601
Fax: 530-5382140
DRAWING NOTES/REVISIONS
10/06/16 - DESIGN CONCEPT
1017/16 - PRE -ENGINEERING
1 011 311 6 - SUBMITTAL
LOG SPECIFICATIONS
1'(0FFSET)---+6x8 D
DATE SCALE
10/06/16 1/4" = 1'-0"
SHEET TITLE
ELEVATIONS
& SECTION
PLAN
SHEET NUMBER
A
LOG CHINKING
APPLY PER MANE.
L
DOVL .•..__ _.-
Z FLASH
CHAULKING
1ASHING &
IITCHETHANE
4X6 PRESSURE TREATED
SILL PLATE
SILL SEAL
I" STEM WALL
WATER PROOFING LOG TO STEM WALL
SCALE: N.T.S.
1/4"x 1" SEALING
CORNER SEALING DETAIL
SCALE: N.T.S.
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0
7
AR3000 A4
T
WALL GASKETING
SCALE: N.T.S.
WINDOW
NAIL & CHAULK
THRU WINDOW FLANGE
& FLASHING INTO BUCKING
TRIM
COVER NAILING FLANGE
& FLASHING W/ RUBBERIZED
ASPHALT ADHESIVE MEMBRANE
TOP VIEW
LOG WALL
CAP FLASHING
LET INTO LOG HEADER
WINDOW TRIM
NAIL & CHAUI
THRU WINDOW NAILI
& FLASHING INTO BUCKU
V CLOSED CELL
RESSED FOAM GASKET
>IVE ONE SIDE
LOG WALL
\STENERS LINE
.R PLAN - cS Z
)R FASTENING
- "L" FLASHING
— 2x BUCKING
NAIL & CHAULK BUCK
TO SPLINE
2x2 SPLINE
LOG WALL
WINDOW —
NAIL & CHAULK
THRU WINDOW FLANGE
& FLASHING INTO BUCKING
WINDOW TRIM —
COVER NAILING FLANGE
& FLASHING W/ RUBBERIZED
ASPHALTADHESIVE MEMBRANE
LOG WALL —
"L" FLASHING NAILED
& CHAULKED
TO HEADER OVER
STRAIGHT FLASHING
AIR SPACE FOR SETTLING
2x BUCKING
STRAIGHT FLASHING BETWEEN
NINDOW FLANGE & BUCKING
- 2x SILL
CAULK SILL BUCK TO LOG
STRAIGHT FLASHING BETWEEN
WINDOW FLANGE & BUCKING
WATER PROOFING LOGWALLTO WINDOWS
SCALE: N.T.S.
NOTE: LOG BUTTS NOTABOVE OR BELOW
EACH OTHER VERTICALLY (t' TO 2' LAP COMMON).
PREDRILL 314" HOLEAND FILL
CAVITY WITH LOG JAMB CAULK:
3/4" DIA. OAK DOWEL INTO
AND 1" MIN. INTO LOG BELOW
,STENER
4 EACH SIDE
JOINT
VERT. WEATHER SEAL AT LOG BUTT JOINT 4
SCALE: N.T.S. AR1105 A4
0
--- Till I -, , 7 1 TT
-- --
1 1/2" SLOTTED HOLE
TO ALLOW FOR SETTLING. USE FENDER
WASHERAND 16d NAILS @ 16" O.C. TYP.
PLACE FASTENERATTOP OF SLOT
PREPARED BY
O
R(arlra
®� h®Il1iY51cen
UmtSed Slates & Canada
MANUFACTURING ADDRESS:
3650 MORROW LANE
A CHICO, CALIFORNIA 95928
SIERRA LOG HOMES
WALL STUD
WEB ADDRESS:
DBL BUCK 2X www.sierraloghomes•com
EXTERIOR PH: 530-899-0680 FAX:530-899-0686
WALL INT. WALL STUD EMAIL ADDRESS:
Larry@sierralog home s.com
COPYRIGHT 2010
SIERRA LOG NOMES
o
ALL RIGHTS RESERVED NO DRAWINGS
SLOT FOR
DRYWALL 9 3 DRYWALL OR OTHER OR BUILDING FROM THESE DRAWINGS
WALL FINISH
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA DESIGN GROUP
SECTION A -A
LOG
MININ
ACHE
BACK
ENGINEERED BY
BLH INC.
STRUCTURAL ENGINgERING
- CONSTRUCTION CONSULTING
EXPERT TESTIMONY
BARRY LEE HOUSEAL
INT. FRAMED WALL TO LOG CONNECTION 3 133 Sarteano Dr. (949)715-3700
Newport Coast, CA. 92667 (949) 715-3800 fax
SCALE: N.T.S. AR71 D4 A4
PLANS PREPARED BY
1 112" SLOTTED HOLE IN WINDOW BUCKING
TO ALLOW FOR SETTLING. USE FENDER
STANDARD 2X WINDOW (D
SCALE: N.T.S.
"D" LOG WALL '
f2flor-ECT-1 � ?
PINE OR CEDAR
BASEBOARD
SLOT FOR ELECTRICAL WIRING -
SI A LOG HOMES, INC.
PROJECT INFORMATION
THOMAS
RESIDENCE:
Current Address:
DOREEN THOMAS
1900 ORO DAM BLVD E#12-189
OROVILLE, CA 95966
(954) 608-3990
E-MAIL REEN832(@AOL.COM
Job Site Address:
APN #062-640-010 & 062-640-011
STAR CREST LANE
BERRY CREEK, GA. 95916
BUTTE COUNTY
Ph: 530-538=7601
Fax: 530-538.2140
DRAWING NOTE,/REVISIOK
10/06/16 - DESIGN CONCEPT
BUCK DETAIL 2 1017!16 -PRE -ENGINEERING
AR1102 A4 1 U11:511 6 - SUBMITTAL
PRESS FRE TRO',TED
SILL PLATE
1 -10- -.0<
8" STEM WALL
•• ,.1, I� ��,1� I.1� I� I� I;
PERMIT #��_Zjf��
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
e DATE (I BY
TYR BASEBOARD 1
SCALE: N.T.S. A4
LOG SPECIFICATIONS
H-
2
Y
5h.
t'(EFFSET)+� Ox8 D
DATE SCALE
10/06/16 AS NOTED
SHEET TITLE
NON-STRUCTURAL
DETAILS
SHEET NUMBER
A41
GENERAL CONDITIONS:
1. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS, DETAILS AND JOB SITE CONDITIONS PRIOR TO COMMENCING WORKAND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2. ALL CONSTRUCTION AND METHODS SHALL BE IN STRICT CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE 2013
CBC & CRC, AND FULLY COMPLY WITH ICC STANDARD 400-07 PER CHAPTER 23 OF 2013 CBC TOGETHER WITH APPLICABLE
CAL GREEN BUILDING CODES OF 2013 & MUNICIPAL, STATE, AND FEDERAL REGULATIONS.
3. ALL WORK IS SUBJECT TO BUILDING DEPARTMENT FIELD INSPECTOR'S APPROVAL.
4. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND ALL OTHER
PERSONS DURING CONSTRUCTION.
5. THE ENGINEER IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM
THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUTAPPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL
ASSUME NO RESPONSIBILITY FORANY ELEMENT OR SYSTEM OF THE STRUCTURE.
6. ADDITIONAL LAYOUTS AND/OR PLANS (SITE PLAN, PLUMBING, HEATING AND VENTILATION, MECHANICAL, ETC.) BY OTHERS,
UNLESS OTHERWISE NOTED OR INDICATED ON THE DRAWINGS.
7. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE PLANS OR CALLED FOR IN THE
NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF SIMILAR CHARACTER TO CONDITIONS SHOWN ON THE
PLANS AND SHALL BE REVIEWED BY THE ENGINEER AND OWNER PRIOR TO CONSTRUCTION.
8. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLI=SS SPECIFICALLY NOTED
OTHERWISE DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF
CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUEILIC, CONSTRUCTION WORKERS,
ANDTHE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING,
SCAFFOLDING, ETC...
9. ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE CONTRACTOR OR OWNER.
RESPONSIBILITY OF THE
FOUNDATION:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND FACILITIES OR OTHER BURIED
OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS. LOCATIONS AND DEPTHS OF
ANY EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THESE PLANS ARE APPROXIMATE AND MAY NOT BE
COMPLETE.
2. FOUNDATION DESIGN IS BASED UPON AN SOIL BEARING CAPACITY PER DESIGN LOADS.
3. THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS, ANY UNUSUAL SOIL
CONDITIONS SUCH AS ORGANIC SOILS, CLAY POCKETS, OR UNCERTIFIED FILLS SHALL BE BROUGHT TO THE ATTENTION
OF THE ENGINEER PRIOR TO CONSTRUCTION.
4. ALL EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE BUILDING OFFICIAL BEFORE CONCRETE IS POURED.
FOOTINGS SHALL EXTEND TO FIRM, UNDISTURBED NATIVE SOIL 12 INCHES MINIMUM BELOW EXISTING GRADE, OR AS
DIRECTED BYTHE ENGINEER, WHICHEVER IS LOWEST. ENGINEERED FILL MAY BE USEDAS EXISTING GRADE PROVIDED
TESTS ARE PRESENTED TO THE ENGINEER OFA 90% RELATIVE COMPACTION PER ASTM '1557.
5. FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES.
6. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN WITH 12" DRAIN ROCK BEHIND ALL RETAINING WALLS. SLOPE PIPE TO
DRAIN TO DAYLIGHT.
7. THE BOTTOM OFALL FOOTING EXCAVATIONS SHALL BE CLEANAND LEVEL.
8. ALL FINISHED GRADE SHALL SLOPE ATA MINIMUM SLOPE OF 5%AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET
HORIZONTAL.
9. FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALLANCHOR BOLTS, HOLDOWN
ANCHORS OR STRAPS, AND EMBEDMENTS, PRIOR TO PLACEMENT OF CONCRETE AND/OR INSTALLATION OF
STRUCTURAL FRAMING MEMBERS.
11. ANCHOR BOLTS TO BE 5/8" DIAMETER X WITH 7" EMBEDMENT INTO CONCRETE SPACED AT 4'4, O.C.
MAXIMUM UNLESS OTHERWISE NOTED ON PLANS, SHEARWALL SCHEDULE, OR DETAILS. BOLTS SHALL BE LOCATED
WITHIN 12" OF EACH END OF 2X SILL PLATE WITH A MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE. ANCHOR BOLTS
SHALL HAVE 3"X3"X.229" WASHER.
12, ALL HOLDOWN ANCHOR BOLTS, COLUMN BASE PLATES, ETC. SHALL BE WIRED AND TIED IN PLACE PRIOR TO
PLACEMENT OF CONCRETE.
13. THE CONCRETE CONTRACTOR AND FRAMING CONTRACTOR SHALL COORDINATE THE PLACEMENT OF ALL HOLDOWN
ANCHORS, COLUMN BASE PLATES, ETC. PRIOR TO FOUNDATION INSPECTION AND PLACEMENT OF CONCRETE.
CONCRETE:
1. ALL FOUNDATION CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" AND A MINIMUM F'C=2500 PSI @ 28 DAYS (UNO).
AGGREGATE SIZE SHALL BEA MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4"ATALL OTHER LOCATIONS.
1A. CONCRETE FOR ICF WALLS SHALL HAVE A FREE-FLOW, SELF -COMPACTING SLUMP, MINIMUM F'C=2500 PSI @ 28 DAYS,
WITH 3/8" -MAX 1/2" AGGREGATE, OR SIMILAR APPROVED. 3/8" PEA GRAVEL AGGREGATE- MAYBE USED.
2. CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELYAFTFR FINAL TROWELING,
3. ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI.
4. AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS
DETERMINED BYASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE
MATERIALS, % BY WEIGHT. PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS TWAN 0.45
5. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE= TO THE LATEST EDITION OF
THE ACI CODE AND CBC APPENDIX, CHAPTER 19.
6. WATER PROOFING OF FOUNDATIONS, RETAINING WALLS, AND SLAB ON GRADE IS THE RESPONSIBILITY OF THE
CONTRACTOR OR OWNER.
7. VIBRATE CONCRETE AROUND ALL BOLTS, REBAR AND SURFACES.
8. CONSTRUCTION JOINTS SHALL BE CLEAN AND WET PRIOR TO POURING CONCRETE.
9. CONCRETE SHALL HAVE A WATER -CEMENT RATIO OF 0.45 LB./LB. OR LESS.
10. CONCRETE SHALL BE AIR ENTRAINED A MINIMUM OF 5% AND MAXIMUM OF 7%.
11. SHRINKAGE AT 28 DAYS SHALL NOT EXCEED 0.055% FOR DRY CURING.
12. MINIMUM CONCRETE TENSILE SPLITTING STRENGTH SHALL BE 390 PSI.
13. ALL PROJECTING CORNERS OF SLABS, BEAMS, COLUMNS, ETC. SHALL BE FORMED WITHA 3/4" CHAMFER, UNLESS
SPECIFICALLY NOTED OTHERWISE.
CONCRETE SLAB CONSTRUCTION:
1. GRAVEL OR SAND BASE SHOWN IS TO PROVIDE STRUCTURAL BASE FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING
GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB
MUST BE DRYAT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, VISQUEENAND ," SAND TOPPING IS
RECOMMENDED.
2. SLABS ON GRADE SHALL BE 4" THICK AND PLACED OVER 2" MINIMUM OF SAND BASE COMPACTED TO A MINIMUM OF 90%
RELATIVE COMPACTION.
3. CRACK CONTROL JOINTING IS DESIGNED BY THE CONTRACTOR, UNLESS SHOWN ON FOUNDATION PLAN. THE MAXIMUM
SPACING OF JOINTS SHALL NOT EXCEED 30' IN ANY DIRECTION.
4. THE 10 MIL VAPOR BARRIER MEMBRANE SHALL BE INSTALLED WITHOUTANY HOLES OR AREAS THATARE UNCOVERED.
ALL SEAMS SHALL BE OVERLAPPED AND SEALED CONTINUOUSLY WITH TAPE SO THAT ThiE SEAMS ARE VAPOR TIGHT.
WHERE OBJECTS PROTRUDE THROUGH THE VAPOR BARRIER, SUCH AS PIPES, THE VAPOR BARRIER SHALL BE
COMPLETELY SEALED AROUND THE OBJECT. ALL TEARS OR PUNCTURES SHALL BE COMPLETELY REPAIRED BEFORE
PLACEMENT OF SAND AND CONCRETE.
5. REINFORCEMENT 04 SLAB MESH OR #3 REBAR @ 18" O.C. SHALL BE LOCATED IN THE CENTER OF THE SLAB.
MASONRY:
1. CEMENT MASONRY UNITS SHALL CONFORM TO CBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR
DOUBLE OPEN END BOND BEAM UNITS.
2. F'M MIN. SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER CBC SECTION 2105.3.
3. EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM
STRENGTH OF 2,000 PSI.
4. LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR T-0".
5. LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL.
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C_. u ff► reyl U1U c
1. ALL WOOD BEARING ON CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR LARCH.
2. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION.
3. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PRE -DRILLED HOLES OF 2/3 THE SHANK DIAMETER.
4. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER.
5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED.
6. PLYWOOD SHEATHING SHALL CONFORM TO PS 1-95. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE CDXAPA
RATED OR O.S.B. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON ROOF LIVE LOADS AND FRAMING SPACING.
MAXIMUM UNFRAMED HOLES IN SHEATHING SHALL BE 3" IN DIAMETER. SEE PLANS FOR ROOF, FLOOR, AND
SHEARWALL SHEATHING AND NAILING.
7. ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, HOLDOWNS, ETC., SHALL BE MANUFACTURED SIMPSON STRONG -TIE
COMPANY OR EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
8. NAILING SCHEDULE PER TABLE R602.3 OF THE 2013 CRC
9. WHERE A WALL IS LABELED AS A SHEARWALL, SUCH WALL SHALL BE CONTINUOUSLY SHEAR PANELED AND NAILEDAS
REQUIRED PER SCHEDULE FROM THE ROOF PLYWOOD TO FOUNDATION SILL PLATE. WHERE A FLOOR OR OTHER
ELEMENT DISRUPTS THE CONTINUOUS PANELING, SPECIAL DETAILING IS REQUIRED. WHERE SPECIAL DETAILING IS NOT
PROVIDED, CONNECTIONS SHALL BE REQUESTED BY CONTRACTOR.
10.2X SOLID BLOCKING SHALL BE PROVIDED OVER ALL BEARING WALLS, SHEARWALLS, OR OTHER SUPPORTS, AND AT
MID -SPAN OF FLOOR JOISTS AND ROOF FRAMING U.N.O. WHERE MANUFACTURED "1" JOISTS ARE SPECIFIED, BLOCKING
REQUIREMENTS LISTED HEREIN ARE TO BE CONSIDERED MINIMUMS AND MAY BE INCREASED AS PER
MANUFACTURER'S RECOMMENDATIONS.
11. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED:
2X & 4X STRUCTURAL LIGHT FRAMING ............. #2 GRADE
2X & 4X JOISTS AND PLANKS ...................#2 GRADE
4X & 6X BEAMS AND POSTS ...................#1 GRADE
PLYWOOD ................................. APA RATED SHEATHING,GRADE CDX, UBC STD 25-9
GLU-LAM TIMBER: ANSI/AITC A190.1-1983
SIMPLE SPANS ......... 24F -V4 DF/DF (OR PORT ORFORD) COMBINATION
CANTILEVERS ......... 24F -V8 DF/DF (OR PORT ORFORD) COMBINATION
12. ALL STUDS TO HAVE DOUBLE TOP PLATES OF THE SAME DIMENSION AS THE STUDS. PLATES TO BE LAPPED A MINIMUM
OF 48" BETWEEN SPLICES AND SHALL BE CONNECTED TOGETHER WITH A MINIMUM OF 12-16D NAILS UNLESS
OTHERWISE NOTED.
13. ALL MANUFACTURED WOOD PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
14. BOISE CASCADE, TRUSS JOIST MACMILLAN OR EQUIVALENT SHALL MANUFACTURE LAMINATED VENEER LUMBER (LVL).
MINIMUM DESIGN PROPERTIES SHALL BE AS FOLLOWS:
SPECIFICATION FB(PSI) FV(PSI) FCT(PSI) FCLL(PSI) E(PSI)
MICROLLAM LVL 2600 285 750 2510 1.9E6
TIMBERSTRAND LVL 2250 400 750 1950 1.5E6
PARALLAM PSL 2900 290 750 2900 2.OE6
15. MANUFACTURED "I" JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURER'S
RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480. USE A MANUFACTURED RIM BOARD (SUCH AS TIMBER STRAND)
WITH ALL"[" JOISTS.
16. SAWN FLOOR JOISTS AND ROOF RAFTERS SHALL BE SIZED PER 2013 CBC TABLES 2308.8 AND 2308.10.3 RESPECTIVELY
UNLESS OTHERWISE NOTED.
17. PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL
LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT FOR ALL OTHER EQUIPMENT OF FURNISHINGS
INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD
BURNING STOVE, ETC... SHALL BE PROVIDED BY CONTRACTOR OR OWNER.
18. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR HEM FIR WITH 5/8" DIAMETER ANCHOR BOLTS LOCATED AT s{$'O •C
-&409-0-6-U44-a.-AND V-0" MAXIMUM FROM END U.N.O. ON SHEARWALL SCHEDULE.
19. PROVIDE 3" x 3" x 0.229" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS.
20. WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED (NOT INCLUDING HOLDOWN ANCHORS), USE 5/8" DIA.
HILTI QWIK-BOLT WITH 7" EMBEDMENT IN CONCRETE, AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. IF THE
LOCATION IS CLOSE TO AN EDGE, ENGINEER'S APPROVAL IS REQUIRED PRIOR TO INSTALLATION.
21. SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING
STUD.
22. ALL HANGERS AND FRAMING HARDWARE SPECIFIED SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, OR
SIMILAR APPROVED.
23. FIRE BLOCK WOOD STUD WALLS AT MID -HEIGHT OR MORE AS REQUIRED BY GOOD CONSTRUCTION PRACTICE,
10' MAXIMUM D.C.
24. STUDS SHALL BE STUD GRADE OR D.F #2. IN NO INSTANCE SHALL STUD WALL BE USED TO RETAIN SOIL OR RESIST
LATERAL PRESSURE DUE TO SNOW LOADING. IN CASE OF SNOW BUILD-UP AGAINST STUD WALL, THE OWNER SHALL BE
RESPONSIBLE TO ELIMINATE SNOW TO STUD WALL CONTACT.
25. ALL POSTS SHALL BE DOUGLAS FIR LARCH #1 U.N.O.
26. CARRYALL UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS.
27. THE LOAD SHALL BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY WHERE POSTS WITH COLUMN CAPS
OR BEARING PLATES ARE SPECIFIED, U.N.O.
28, ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16D NAILS AT
6" O.C. U.N.O.
29. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH #1, U.N.O.
30. GLUE -LAMS SHALL BE SPECIFIED ON PLANS. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY
THE MANUFACTURER. GLUED -LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN
ACCORDANCE WITH CBC CODES. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR
TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC CODES.
31. MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL BE SPECIFIED ON PLANS.
32. SPLICE ALL BEAMS OVER SUPPORTS.
33. WHERE (3) OR MORE TRIMMERS ARE SPECIFIED, THOSE TRIMMERS ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID
BLOCKED AT THE FLOOR LEVEL CONTINUOUS DOWN TO THE FOUNDATION.
34. ALL NAILS SHALL BE BOX, MACHINE, OR GREEN SINKERS AS SPECIFIED. WHERE EXPOSED TO WEATHER, NAILS SHALL BE
GALVANIZED.
35. ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUM. LARGER MEMBERS MAY BE SUBSTITUTED AT
THE CONTRACTOR'S OPTION.
36. WHEN USING "GREEN" OR UN -SEASONED LUMBER, CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH
COULD CAUSE SETTLEMENT OF THE ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING
MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF
SHRINKAGE. ANY SYSTEM USED TO ALLEVIATE THE EFFECTS OF SHRINKAGE SHALL BE REVIEWED BY THE ENGINEER PRIOR
TO USE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR DAMAGE TO FRAMING MEMBERS OR FINISHES DUE TO THE
EFFECTS OF SHRINKAGE.
STEEL:
1. REINFORCING STEEL SHALL CONFORM TO THE PROVISIONS OF ASTM A-615, GRADE 40 FOR #3 BARS AND SMALLER AND
ASTM A-615, GRADE 60 FOR #4 BARS AND LARGER. ALL REBAR TO BE DEFORMED AND ALL SPLICES SHALL NOT BE LESS
THAN 40 BAR DIAMETERS OF THE LARGER BAR. HORIZONTAL LAPS IN ADJACENT BARS SHALL BE STAGGERED 5'- 0"
MINIMUM. NON -CONTACT LAP SPLICES SHALL BE SPACED THE LEAST OF 1/5 LAP LENGTH, OR 6".
2. REINFORCEMENT COVER SHALL BE AS FOLLOWS:
CONCRETE CASTAGAINST AND PERMANENTLY EXPOSED TO SOIL: 3"
CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER: 1 1/2"
#6 BARS AND LARGER: 2"
CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4"
3. #5 AND LARGER REBAR SHALL NOT BE RE-BENT.
4. ALL REINFORCING STEELAND ANCHOR BQLTS SHALL BE ACCURATELY POSITIONED BEFORE AND DURING CONCRETE
PLACEMENT.
5. ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST
WOOD.
6. BOLTS, NUTS, AND LAG SCREWS SHALL CONFORM TO THE PROVISIONS OF ASTM A-307, GRADE A OR EQUIVALENT.
7. ALL STRUCTURAL STEEL SHALL CONFORM TO THE PROVISIONS OF ASTM A-36 FOR W -SHAPES, M -SHAPES, HP -SHAPES,
CHANNELS, ANGLES, STRUCTURAL TEES, AND PLATE STEEL. STRUCTURAL STEEL SHALL BE ASTM A53, TYPE E OR S,
GRADE "B" FOR PIPE AND ASTM A500, GRADE "B" FOR TUBE STEEL.
8. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS. ALL WELDING SHALL BE DONE BY
CERTIFIED WELDERS.
9. ALL WELDING ELECTRODES SHALL BE E70XX OR SHIELDED WIRES WITH FY>70 KSI.
WALL LOGS (WALL TIMBERS) (WESTERN WOODS):
1. ALL LOGS SHALL CARRYATPI (TIMBER PRODUCTS INSPECTION) GRADING STAMPAND OR GRADING CERTIFICATION OF
WALL LOG 40 OR BETTER. ALSO AS PER GRADE CALLED OUT BY PROJECT ENGINEER.
2. WESTERN WOODS VALUES SHALL BE AS FOLLOWS:
SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE
PREMIUM 950 650 115 315 600 1100000
WALL LOG -40 550 375 115 315 350 800000
3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED.
HEADERS & RIDGES & POSTS (WESTERN WOODS):
1. ALL LOGS/ BOARDS SHALL CARRYA SRT <;RADING STAMPAND OR GRADING CERTIFICATION.
2. WESTERN WOODS DESIGN VALUES SHALL BE AS FOLLOWS:
SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE
#1 1100 600 115 315 550 1100000
#2 900 500 115 315 475 1100000
3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM'TIP" DIAMETER PROVIDED.
WALL LOGS (WALL TIMBERS) (INCENSE CEDAR):
1. ALL LOGS SHALL CARRYATPI (TIMBER PRODUCTS INSPECTION) GRADING STAMPAND OR GRADING CERTIFICATION OF
WALL LOG 40 OR BETTER. ALSO AS PER GRADE CALLED OUT BY PROJECT ENGINEER.
2. INCENSE CEDAR DESIGN VALUES SHALL BE AS FOLLOWS:
SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE
PREMIUM 1250 850 155 565 875 900000
WALL LOG -40 725 475 155 565 525 700000
3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED.
HEADERS & RIDGES & POSTS (INCENSE CEDAR):
1. ALL LOGS/ BOARDS SHALL CARRYA SRT C;RADING STAMP AND OR GRADING CERTIFICATION.
2. INCENSE CEDAR DESIGN VALUES SHALL BE AS FOLLOWS:
SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE
#1 1400 775 150 565 850 900000 J
#2 1150 650 150 565 700 900000
3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED.
WALL LOGS (WALL TIMBERS) (DOUG FIR SOUTH):
1. ALL LOGS SHALL CARRYA TPI (TIMBER PRODUCTS INSPECTION) GRADING STAMP AND OR GRADING CERTIFICATION OF
WALL LOG 40 OR BETTER.
2. DOUG FIR DESIGN VALUES SHALL BE AS FOLLOWS:
SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE
PREMIUM 1450 975 165 520 925 1200000
WALL LOG -40 825 550 165 520 525 1000000
3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED.
HEADERS & RIDGES & POSTS (DOUG FIR SOUTH): ?
1. ALL LOGS/ BOARDS SHALL CARRYA SRT GRADING STAMP AND OR GRADING CERTIFICATION.
2. DOUG FIR DESIGN VALUES SHALL BE AS ROLLOWS:
SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE
#1 1600 900 165 520 875 1200000
#2 1350 750 165 520 725 1200000
3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED.
DESIGN LOADS:
1. FOUNDATION DESIGN IS BASED UPON AN ASSUMED SOIL BEARING CAPACITY OF 1500 PSF.
PER ALTERNATIVE MATERIALS & METHOD.$ REQUEST
2. ALL DESIGN LOADS ARE PER CBC CHAPTER 16.
3. GROUND SNOW LOAD: 37 PSF (2200 ELEVATION)
4. SIESMIC CATEGORY: D y"
5. WIND SPEED: 110 MPH (VULT), EXP B ✓
6. FLOOR LOAD: 40 PSF
7. FROST DEPTH: 12"
PERMIT#_6167730 9
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE I I �_ L_BY-_`' A -
-- .
1maI Im na
Ittfa�lttr��
MANUFACTURING ApDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG HOMES
WEB ADDRESS:
www.slerraloghomes,com
PH: 530.899-0680 FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sjerraloghomes.com
COPYRIGHT 2010
SIERRA LOG HOMES
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA DESIGN GROUP
ENGINEERED BY
BLH INC.
STRUCTURAL ENGINEERING
CONSTRUCTION CONSULTING
EXPERT TESTIMONY
BARRY LEE HOUSEAL
33 Sarteano Dr. (949) 7153700
Newport Coast, CA. 92657 (949) 715.3800 fax
ENGINEER STAMP
REF: 0109
PROJECT INFORMATION
.THOMAS
RESIDENCE:
Current Addr ess:
DOREEN THOMAS
1900 ORO DAM BLVD E#12-189
OROVILLE, CA. 95966
(954)608-3990
E-MAIL REEN832VAOL.COM
Job Site Address:
APN #062-640-010 & 062-640-011
STAR CREST LANE
BERRY CREEK, CA. 95916
BUTTE COUNTY
Ph: 530-538,7601
Fax: 530-5382140
DRAWING NOTES/REVISIONS
10/06/16 - DESIGN CONCEPT
10/7/16 - PRE -ENGINEERING
10/13/16 - SUBMITTAL
LOG SPECIFICATIONS I
I
ON
Y
F-
1'(OFF
6x8 D I'
DATE SCALE
10/06/16 N/A
SHEET TITLE
STRUCTURAL
NOTES
I SHEET NUMBER I
S1
C
C
01
CB)
FOUNDATION PLAN
210LB 2x6 #2 CEDAR DECKING..
BXCTP
24,_0„
1. USE 5/8" A.B. WITH MIN. EMBEDMENT 7" INTO STEM WALL.
BXCTP
3. W/ 3`4"x.229" PLATE WASHERS WITH EACH ANCHOR BOLT.
Y
5. MIN. (2)A.B. PER WALL
L 1 I I I
l a�. I
-------------------------- --------Y---------------------- — -
— — — — —
POST OR COLUMN SIZE
4rl
= -----L -A-_�_LJL _ —� 10J Ti
- a
i� \I
8XAB
r:
3. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL,
OR CENTERLINE OF COLUMN, U.N.O.
°In
I I
14:12 I1ol_
1
VERIFY ALL INFORMATION PRIOR TO ANY EARTHWORK.
1
I
W/ OPTIONAL 2" SAND
OVER 10 MIL. VAPOR BARRIER, OVER 4" FREE DRAINING GRAVEL.
FOOTING SCHEDULE
l
i Iq I I ,
WIDTH
BXAB 210L6
it q
F1
-
_1LLJLJJI_
L I IIS_ \\I 11
�I14:11
#5 E.W. BOT. 6" O.C.
2'-0"
Y= ---- --- --
I I II
2. SEE GENERAL NOTES FOR ALL INFORMATION(SEE SHEET St).
Iq\,—/l
COPYRIGHT 2010
oI
I I
I I I n-rr
o
�, 1 I t I I I I��0I
Sz
n
TO JOIST W/ (4) 1/2" LAGS
II \ 4 — --- --�
OR (2) 1/2 THRU BOLTS 6x8 "D" LOG WALL
ALL RIGHTS RESERVED. NO DRAWINGS
II \ S2
OR BUILDING FROM THESE DRAWINGS
— — -- —
—
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA DESIGN GROUP
SCALE: N.T.S.S2
o
1" CLEAR
ENGINEERE=D BY
fV
4
I I F1I
I V-4"
-----�I
0
8X3/16PLT
-
1--
--J
i'
2
32 11,_9„ I
ii
12,_3„
Iill
'
V.4"
I i
t
II S q
Go
`\\\ I
IIS
�Fr
------ ------- ------------ ____________________________J
it
---------------_
_____ __ _ --_ _ _---_----
J
I
I
_-------_
I
I 1 a
I
I s2
V -0 " L-
J
24,_0„
i
FOUNDATION PLAN
210LB 2x6 #2 CEDAR DECKING..
BXCTP
0
IV %\Yw
1. USE 5/8" A.B. WITH MIN. EMBEDMENT 7" INTO STEM WALL.
BXCTP
3. W/ 3`4"x.229" PLATE WASHERS WITH EACH ANCHOR BOLT.
ill 17 F
5. MIN. (2)A.B. PER WALL
L 1 I I I
l a�. I
SEE FOOTING SCHEDULE
POST OR COLUMN SIZE
4rl
= -----L -A-_�_LJL _ —� 10J Ti
- a
i� \I
8XAB
r:
3. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL,
OR CENTERLINE OF COLUMN, U.N.O.
°In
I I
14:12 I1ol_
1
VERIFY ALL INFORMATION PRIOR TO ANY EARTHWORK.
1
I
W/ OPTIONAL 2" SAND
OVER 10 MIL. VAPOR BARRIER, OVER 4" FREE DRAINING GRAVEL.
FOOTING SCHEDULE
MARK
— 612R-
WIDTH
BXAB 210L6
it q
F1
-
32 I
�I14:11
#5 E.W. BOT. 6" O.C.
2'-0"
Y= ---- --- --
I I II
2. SEE GENERAL NOTES FOR ALL INFORMATION(SEE SHEET St).
TO LEDGER W/ (2)1/2' LAGS
- - ----- —
COPYRIGHT 2010
oI
I I
I I I n-rr
o
�, 1 I t I I I I��0I
\\ I E� ---
n
TO JOIST W/ (4) 1/2" LAGS
II \ 4 — --- --�
OR (2) 1/2 THRU BOLTS 6x8 "D" LOG WALL
ALL RIGHTS RESERVED. NO DRAWINGS
II \ S2
OR BUILDING FROM THESE DRAWINGS
— — -- —
—
MAY BE REPRODUCED WITHOUT DIRECT
I 210LB
STORAGE CEILING FRAMING PLAN
EXTEND TOP COURSE
OF LOG WALL
TO PICK UP EAVES
EXTEND TOP COURSE
OF LOG WALL
TO PICK UP EAVES
H
1:3 > SLOPE y 1:1 UU
Cn
H/2 MEASURING POINT —
NOT EXCEED 15' LL
w
LL
U.1 j ' / / / / H/3=L
L MAX. 40'
a SCOP = ACTUALSLOPE
PDF created with pdfFactory Pro trial version www.adffactorv.com
x
ANCHOR BOLT NOTES
0
IV %\Yw
1. USE 5/8" A.B. WITH MIN. EMBEDMENT 7" INTO STEM WALL.
2. A.B. 12" MAX. FROM WALL ENDS & EACH SIDE OF DOORS.
3. W/ 3`4"x.229" PLATE WASHERS WITH EACH ANCHOR BOLT.
4. EXTERIOR WALLS A.B. SPACING MAX. 48" O.C.
5. MIN. (2)A.B. PER WALL
L 1 I I I
l a�. I
SEE FOOTING SCHEDULE
POST OR COLUMN SIZE
I
- — xz III 1 S2 I I I
F-
— �'1I
- a
i� \I
8XAB
r:
3. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL,
OR CENTERLINE OF COLUMN, U.N.O.
°In
I I
14:12 I1ol_
WITH THE ARCHITECTURAL & STRUCTURAL PLANS AND
VERIFY ALL INFORMATION PRIOR TO ANY EARTHWORK.
(i I I I I I I I PITGIi 1 I r- @01 1 1
2'-D"
W/ OPTIONAL 2" SAND
OVER 10 MIL. VAPOR BARRIER, OVER 4" FREE DRAINING GRAVEL.
FOOTING SCHEDULE
MARK
— 612R-
WIDTH
THICKNESS
REINFORCING
F1
-
30"
�I14:11
#5 E.W. BOT. 6" O.C.
2'-0"
Io rj 0
I I I I I I I I PITC) O 01
2. SEE GENERAL NOTES FOR ALL INFORMATION(SEE SHEET St).
TO LEDGER W/ (2)1/2' LAGS
- - ----- —
COPYRIGHT 2010
'
EMBED MIN 3 1/2
SIERRA LOG HOMES
�, 1 I t I I I I��0I
I FASTEN CUSTOM U HANGER
11 ;I
TO JOIST W/ (4) 1/2" LAGS
OR (2) 1/2 THRU BOLTS 6x8 "D" LOG WALL
ALL RIGHTS RESERVED. NO DRAWINGS
--- —� — �--
OR BUILDING FROM THESE DRAWINGS
— — -- —
—
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA DESIGN GROUP
SCALE: N.T.S.S2
o
1" CLEAR
ENGINEERE=D BY
fV
H
1:3 > SLOPE y 1:1 UU
Cn
H/2 MEASURING POINT —
NOT EXCEED 15' LL
w
LL
U.1 j ' / / / / H/3=L
L MAX. 40'
a SCOP = ACTUALSLOPE
PDF created with pdfFactory Pro trial version www.adffactorv.com
x
ANCHOR BOLT NOTES
NOTE:
1. USE 5/8" A.B. WITH MIN. EMBEDMENT 7" INTO STEM WALL.
2. A.B. 12" MAX. FROM WALL ENDS & EACH SIDE OF DOORS.
3. W/ 3`4"x.229" PLATE WASHERS WITH EACH ANCHOR BOLT.
4. EXTERIOR WALLS A.B. SPACING MAX. 48" O.C.
5. MIN. (2)A.B. PER WALL
FOUNDATION NOTES
SEE FOOTING SCHEDULE
POST OR COLUMN SIZE
& POST BASE HARDWARE
F7 XX
- a
i� \I
8XAB
2. SEE SHEET S1 FOR GENERAL NOTES.
3. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL,
OR CENTERLINE OF COLUMN, U.N.O.
4. CONTRACTOR SHALL VERIFYALL DIMENSIONS SHOWN
WITH THE ARCHITECTURAL & STRUCTURAL PLANS AND
VERIFY ALL INFORMATION PRIOR TO ANY EARTHWORK.
5. SLAB -ON -GRADE TO BE 4" CONCRETE REINFORCED WITH
#3 REBAR @ 18" O.C., OR 4x4 CONCRETE SLAB MESH
W/ OPTIONAL 2" SAND
OVER 10 MIL. VAPOR BARRIER, OVER 4" FREE DRAINING GRAVEL.
FOOTING SCHEDULE
MARK
LENGTH
WIDTH
THICKNESS
REINFORCING
F1
30"
30"
12"
#5 E.W. BOT. 6" O.C.
1. WALL LOG HEADERS PROVIDE (2) FULL LOG MIN. @ EA. OPENING.
UNLESS OTHERWISE SPECIFIED (U.N.O.).
2. SEE GENERAL NOTES FOR ALL INFORMATION(SEE SHEET St).
DBL. FASTENER ON EACH SIDE
DOORS, WINDOWS & WALL ENDS
FASTENER ON EACH SIDE
OF BUTT JOINT
2'-0"
MAX.
D -LOG WALL
CEDAR OR C = INCENSE CEDAR
OF = DOUG FIR
SPAX 312 FASTENERS
P.T. = PRESSURE TREATED
----------
I I
8" CONCRETE STEM WALL
131 PLF WIND
W/4x6 DF#2 PRESSURE TEATED SILL PLATE
24" O.C.
6x8 CEDAR "D" LOG WALL
8X3/16PLT
8x8 CEDAR#2 POST
W/ 3/16 STEEL PLATE
8XAB
8x8 CEDAR#2 POST St�T(v i
ABOVE & BELOW -S
BXCTP
8x8 CEDAR#2 POST
SPAX 312
CORNER TIMBER POST
210L8
2x10 CEDAR#2 LEDGER BOARD
F41-0-Jl
4x10 CEDAR#1 TIMBER JOIST
610G
6x10 CEDAR#1 TIMBER GIRDER
612-
6x12 CEDAR#1 TIMBER RIDGE
PB
POST BELOW
SOLID BLOCK
OPENING FLUSH
.W/ BOTTOM OF
E.N. ROOF
TO EACH PI
rr�rr
• • uuE�uu w
111�&I l uu
uuE�uu Eu
4x6 PRESSURE TREATED SPI NJ NJ 1111 1
SILL PLATE
I
ANCHOR BOLT UP TO 8" CONCRETE STEM WALL
TOP OF SILL PLATE
48" O.C. MAX.
& NEXT TO DOORS LOG WALL FASTENING
AND WALL ENDS
SPAX312 LOG WALL FASTENING NOTES:
1. FASTEN LOG WALL TOGETHER WITH SPAX 312 FASTENERS.
7 MIN. 3" EMBEDMENT.
S2 2. STAGGER (2) FASTENERS DOWN THE WALL NEXT TO DOORS
WINDOWS AND WALL ENDS
EXTEND TOP COURSE 3. ADD FASTENER EACH SIDE NEXT TO BUTT JOINTS.
4. FASTEN AT MAX. 2-0" O.C.
OF LOG WALL 5. FOLLOW MANE. SPECIFICATIONS FOR INSTALLATION.
TO PICK UP EAVES
EXTEND TOP COURSE
OF LOG WALL
TO PICK UP EAVES
TOE OF SLOPE
LOG WALL FASTENING SCHEDULE
GRIDLINE
1ST FLOOR
SPAX 312 FASTENERS
ALLOWABLE
SHEAR
A
24" O.C.
131 PLF WIND
B
24" O.C.
130 PLF WIND
1
24" O.C.
57 PLF WIND
y
24" O.C.
87 PLF WIND
ROOF NOTES:
r)
(36
1. ROOF PLYWOOD 5MCiK.OSQ
5/8" OSB OR 19/32" CDXAPA RATED SHEATHING.
APPLY FACE GRAIN PERPENDICULAR TO FRAMING,
STAGGER PANELS AND NAIL WITH 10d @ 6" O.C.
EDGE AND 12" O.C. FIELD. EDGE NAILAT GABLE
END TRUSSES, DRAG TRUSSES, FREEZE BLOCKING
AND ALL SUPPORT EDGES, USE COMMON NAILS
PER CBC.
2. PORCH ROOF SOFFIT:
SOFFIT MUST BE WUI COMPLIANT.
3. WALLS:
PROVIDE (2) FULL LOG MIN. @ EA. OPENING U.N.O.
4. BEAMS
NOTCH WALL TO ACCEPT FULL UNCUT BEAMS.
5. SEE GENERAL NOTES FOR ALL INFORMATION
(SEE SHEET 81).
SLOPE > 1:3
.1
W
ti
rr
H/3=L
L MAX. 40'
JOIST BLOCK W/ (3) 2" HOLES
FASTEN W/ (3) 1 OD TOENAILS \
(1) SPAX 312 CENTER OF SPAN (SHEAR)
EMBED IIIN.21/2" BLOCKTO LOG WALL
JOIST TO WALL (OR BEVEL BLOCK)
(U LIFT) (1) SPAX 312 & (3) 10D TOENAIL
LSL S JB FASCIA
2x BLOCK
1 x DRIP
LEAF
GUARD
GUTTER
2x FACSIA
W/ 2x6 T&G PINE
OR CEDAR SOFFIT
TYPICAL EAVE DETAIL
SCALE: N.T.S.
VENTED
RIDGE
(ROOF PLYWOOD
HOLD 1"
BACK FROM
CENTER)
(4) 16D TOENAILS
ROOF PLYWOOD
RAFTER 10
RIDGE
(OR RIDGE
BLOCK)
EACH RAF
TER JOIST
SIERRA LOG HOMES
E.N.
SPAX 312
RAFTER
TO RIDGE
o . . °
www.sierraloghomes•com
FOR SINGLE POUR)
-1
1
ROOF PLY
ER PLAN ,
- - -- -___— - -—__---- __
1" CLEAR
OR
INSULAT
ON _; o!'
PER
INSULATION PER PLAN
2X CEDAR #2 DECKING
LEAVE MIN 1"AIR
OR PER MAN
MANUFACTURING ADDRESS:
MIN. 2"
ROOF PLYWOOD
3650 MORROW LANB
PER PLAN:
1`
6X12 CEDAR
TIMBER RIDGE
>T TO RIDGE DETAIL
N.T.S
(5) 1/2" DIA. LAGS PREPARED BY
EMDED MIN 3 1/2" CENTER OF
LEDGER BOARD TO LOG WALL
ONE @ FAR END OF SIDE WALL
EQ. SPC. (4) TO GIRDER
MAX. 30" O.C.
1/2" DIA. _LA_GEMBED _MIN 3 1/2"
MIDDLE OF EACH BAY 2x10 CEDAR
BETWEEN JOISTON BACK WALL LEDGER BOARD
I ��) �•� 11 c�i 1 1 1 i' 1
5/8" DIA. ROD
CEDAR
SKIRTING
�n
6x10 C#1
TIMBER GIRDER
8x8 CEDAR TIMBER POST g L H INC.
STRUCTURAL ENGINEERING
CONSTRUCTION CONSULTING
2X CEDAR #2 DECKING EXPERT TESTIMONY
BARRY LEE HOUSEAL
33 Sarteano Dr. (949) 715-3700
Newport Coast, CA. 92657 (949) 715-3800 fax
ENGINEER STAMP
(2) 1/2" DIA. THRU BOLTS
1" i
8x8 CEDAR TIMBER POST
POST TO CEILING GIRDER DETAIL ( 3
SCALE: N.T.S. S2
WRIPPED
MIN. 4" CONCRETE SLAB
1RPFTEFyJIW/4x4 SLAB WIRE MESH
PER PLAN OR #3 @ 18" O.C.
BEVEL BLOCK 6-r--- --------OCK TO WALL
@ 24" O.C. r Z
8x8 CEDAR TIMBER POST
5/8" DIA. ALL THREAD
3/16" STEEL PLATE
5/8" SIMPSON FAB
---------J
• I
OPTIONAL 2" SAND
LOG WALL FOR CURING
10 MIL. VAPOR
BARRIER
VULCAN TECHNOLOGY 4" GRAVEL #5 HORZ. REBAR
SOFFIT VENTS CAL FIRE @ 6" O.C. EACH WAY
(WUI) APPROVED PRODUCT NATIVESOIL 30"
i
6 FOOTING TO INTERIOR POST DETAIL 2
82 SCALE: N.T.S. QPLC S2
iL
szc E;
6x8 D LOG WALL
7/16" OSB GUSSET 5/8" DIA. ANCHOR BOLTS
—W/ 16 GA. CROWN STAPLES MIN. EMBED. 7" IN CONCRETE
12 EACH SIDE EXPANSION JOINT @ 48" O.C. W/ WxWx.229"
A.B. WASHER
6x PITCH CUT BLOCK MIM 4" CONCRETE SLAB
FASTEN TO RIDGE W/ 4x4 SLAB WIRE MESH 4x6 DF PRESSURE TREATED
SPAX 312 STAGGER SILL PLATE
F N @ 2'-0" O.C. EMBED 3'' OR #3 @ 18" O.C.
(3) SO TOENAILS i '
I JOIST BLOCK -
/ W/ (3) 2" DIA. HOLES OPTIONAL 2" SAND
TO PITCH BLOCK FOR CURING
11 7/8" ROOF 10 MIL. VAPOR 4" GRAVEL
I JOIST' BARRIER #4 HORIZ. REBAR
-' \I RAFTERS NATIVE SOIL @ 18" O.C.
i OPTIONAL: 44 KEYWAY
(2) 1/2" DIA. N
THRU BOLTS <' NOTE:
1.ALLFASTENERSINTO
,> PRESSURE TREATED
WOOD SHALL BE
CORROSION RESISTANT.
2. ALL CUTS IN
8x8 CEDAR TIMBER POST M
PRESSURE -TREATED WOOD
SHALL BE TREATED.
5 TYPICAL FOOTING DETAIL
152 SCALE: N.T.S.
:if.5:ii1:t.YlTitf. Lg
#4 HORZ.
2X CEDAR #2 DECKING
—REBARTOP
°D
MANUFACTURING ADDRESS:
MIN. 2"
3650 MORROW LANB
— #4 REBAR @ 4' O.C.
TIMBER JOIST
CHICO, CALIFORNIA 95928
O
N N
REQUIRED FOR
SIERRA LOG HOMES
DOUBLE POUR
mi
WEB ADDRESS:
Z
o . . °
www.sierraloghomes•com
FOR SINGLE POUR)
MIN.
- - -- -___— - -—__---- __
PH: 530-899-0680 FAX: 530-899-0688
SIMPSON HUSC HANGER 6x10 C#1
OR CUSTOM 3/16" STEEL U HANGER TIMBER GIRDER
EMAIL ADDRESS:
— — ---
FASTEN CUSTOM U HANGER
arr s erra o Jme
y@ g s.com
TO LEDGER W/ (2)1/2' LAGS
- - ----- —
COPYRIGHT 2010
EMBED MIN 3 1/2
SIERRA LOG HOMES
I FASTEN CUSTOM U HANGER
TO JOIST W/ (4) 1/2" LAGS
OR (2) 1/2 THRU BOLTS 6x8 "D" LOG WALL
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
TIMBER CEILING JOIST TO LEDGER DETAIL 4
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA DESIGN GROUP
SCALE: N.T.S.S2
1" CLEAR
ENGINEERE=D BY
5/8" DIA. ROD
CEDAR
SKIRTING
�n
6x10 C#1
TIMBER GIRDER
8x8 CEDAR TIMBER POST g L H INC.
STRUCTURAL ENGINEERING
CONSTRUCTION CONSULTING
2X CEDAR #2 DECKING EXPERT TESTIMONY
BARRY LEE HOUSEAL
33 Sarteano Dr. (949) 715-3700
Newport Coast, CA. 92657 (949) 715-3800 fax
ENGINEER STAMP
(2) 1/2" DIA. THRU BOLTS
1" i
8x8 CEDAR TIMBER POST
POST TO CEILING GIRDER DETAIL ( 3
SCALE: N.T.S. S2
WRIPPED
MIN. 4" CONCRETE SLAB
1RPFTEFyJIW/4x4 SLAB WIRE MESH
PER PLAN OR #3 @ 18" O.C.
BEVEL BLOCK 6-r--- --------OCK TO WALL
@ 24" O.C. r Z
8x8 CEDAR TIMBER POST
5/8" DIA. ALL THREAD
3/16" STEEL PLATE
5/8" SIMPSON FAB
---------J
• I
OPTIONAL 2" SAND
LOG WALL FOR CURING
10 MIL. VAPOR
BARRIER
VULCAN TECHNOLOGY 4" GRAVEL #5 HORZ. REBAR
SOFFIT VENTS CAL FIRE @ 6" O.C. EACH WAY
(WUI) APPROVED PRODUCT NATIVESOIL 30"
i
6 FOOTING TO INTERIOR POST DETAIL 2
82 SCALE: N.T.S. QPLC S2
iL
szc E;
6x8 D LOG WALL
7/16" OSB GUSSET 5/8" DIA. ANCHOR BOLTS
—W/ 16 GA. CROWN STAPLES MIN. EMBED. 7" IN CONCRETE
12 EACH SIDE EXPANSION JOINT @ 48" O.C. W/ WxWx.229"
A.B. WASHER
6x PITCH CUT BLOCK MIM 4" CONCRETE SLAB
FASTEN TO RIDGE W/ 4x4 SLAB WIRE MESH 4x6 DF PRESSURE TREATED
SPAX 312 STAGGER SILL PLATE
F N @ 2'-0" O.C. EMBED 3'' OR #3 @ 18" O.C.
(3) SO TOENAILS i '
I JOIST BLOCK -
/ W/ (3) 2" DIA. HOLES OPTIONAL 2" SAND
TO PITCH BLOCK FOR CURING
11 7/8" ROOF 10 MIL. VAPOR 4" GRAVEL
I JOIST' BARRIER #4 HORIZ. REBAR
-' \I RAFTERS NATIVE SOIL @ 18" O.C.
i OPTIONAL: 44 KEYWAY
(2) 1/2" DIA. N
THRU BOLTS <' NOTE:
1.ALLFASTENERSINTO
,> PRESSURE TREATED
WOOD SHALL BE
CORROSION RESISTANT.
2. ALL CUTS IN
8x8 CEDAR TIMBER POST M
PRESSURE -TREATED WOOD
SHALL BE TREATED.
5 TYPICAL FOOTING DETAIL
152 SCALE: N.T.S.
:if.5:ii1:t.YlTitf. Lg
#4 HORZ.
—REBARTOP
°D
Z
MIN. 2"
/ F.G. SLOPE 5%@10'
— #4 REBAR @ 4' O.C.
Z
VERT (ONLY
O
N N
REQUIRED FOR
w
DOUBLE POUR
?
WITH NO KEYWAY
Z
NOT REQUIRED
FOR SINGLE POUR)
(2) #4 HORZ. REBAR ✓
S2
REF: 0109
PROJECT INFORMATION
THOMAS
RESIDENCE:
Current Address:
DOREEN THOMAS
1900 ORO DAM BLVD E#12-189
OROVILLE, CA. 95966
(954)608-3990
E-MAIL REEN832P_AOL.COM
Job Site Address:
APN #062-640-010 & 062-640-011
STAR CREST LANE ;r
BERRY CREEK, CA. 95916
BUTTE COUNTY
Ph: 530-538-7601
i
Fax: 530-5382140
DRAWING NOTEa�/REVISIONS
10/06/16 - DESIGN CONCEPT
10/7/16 - PRE -ENGINEERING
10/13/16 - SUBMITTAL
i
PERMIT# 4E6 Z3O� _
BUTTE COUNTY DEVELOPMENT 8ERV10EE
REVIEWED FOR
CODE COMPLIANCE
@ATE
it t2, UG
LOG 66 SPECIFICATIONS
H
E5t�
<
r
1'(OFFSET)6X8 D
DATE SCALE
10/06/16 1/4" _` 11-0"
SHEET TITLE
STRUCTURAL
PLAN
SHEET NUMBER
S2