HomeMy WebLinkAboutB17-0615 056-340-003NON-STRUCTURAL 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 SPECII=ICATIONS 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 MERCHANTABILITY AND/OR FITNESS
FOR A PARTICULAR PURPOSE. THE DRAFTSMAN SHALL NOT BE LIABLE FOR ANY DAMAGES,
WHETHER DIRECT, INDIRECT, SPECIAL OR CONSEQUENTIAL ARISING FROM A 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 2016 CALIFORNIA BUILDING CODE (CBC), 2016
CALIFORNIA RESIDENTIAL CODE (CRC), 2016 CALIFORNIA MECHANICAL CODE (CMC), 2016
CALIFORNIA PLUMBING CODE (CPC), 2016 CALIFORNIA ELECTRICAL CODE (CEC), AND 2016
GREEN & (FIRE) WUI CODES ARE APPLICABLE TO THIS PROJECT. THIS STATEMENT APPLIES
TO ALL PAGES IN THIS SET.
THIS HOUSE IS UNDER ORDINANCE 4110. DOES NOT REQUIRE TITLE
24 REQUIREMENTS OR FIRE SPRINKLERS IF UNDER 1250 SQ. FT.
GLAZING:
GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING MATERIAL IN:
NOTE: THE MANUFACTURED WINDOWS SHALL HAVE A LABELA17ACHED 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 TOA 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
FOLLOWINGCONDITIONS: 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 RE=GARDLESS 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 VERTICALLY ABOVE 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 OF A 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 OTHER APPROVED OPENINGS TO THE OUTDOOR
AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE
READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLEAREATO
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 L/S) 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 BY THE INTERIOR SPACE.
STAIRS AND LANDINGS: 1
A) MINIMUM STAIRS CLEAR WIDTH IS 36" PER CRC SECTION 311.7.1
B) MINIMUM HEADROOM OF 6'-8" PER CRC SECTION 311.7.2
C) THE RISE OF STEPS AND STAIRS SHALL NOT BE LESS THAN 4" NOR MORE THAN 7 3/4", PER
CRC SECTION 311.7.5.1 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" PER CRC 311.7.5.2.
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 312.1.2.
E) THE HAND GRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 1/4" NOR MORE THAN
2" IN CROSS-SECTIONAL DIMENSION PER CBC SECTION CRC 311.7.8.3
HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2"
BETWEEN THE WALLAND THE HANDRAIL. ENDS OF HANDRAILS SHALL BE RETURNED OR
SHALL HAVE ROUNDED TERMINATION OR BENDS.
F) INTERMEDIATE RAILS SHALL BE SUCH THAT SPHERE 4" IN DIAMETER CANNOT PASS
THROUGH.CRC 312.1.3
G) STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE GUARDRAILS AS REQUIRED BY
CRC SECTION 311.7.
H) GUARDRAILS SHALL HAVE A HEIGHT OF 42".CRC 312.1.2
1) OPENINGS BETWEEN RAILINGS SHALL BE LESS THAN 4". THE TRIANGULAR OPENINGS
FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT OF A GUARDRAILATA STAIR SHALL
BE LESS THAN 6". CRC 312.1.3
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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 L/S) FOR INTERMITTENT VENTILATION OR 25 CUBIC FEET PER MINUTE (12 L/S) 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 CLEARLYAUDIBLE 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 WITHOUT THE
USE OF SEPARATE TOOLS. CRC 310.1
G) OPEN ABLE WINDOW AREA IN HABITABLE ROOMS MUST BE 1/20 OF THE FLOOR AREAAND
A MINIMUM OF 5 SQUARE FEET. CRC 310.1
FIRE STOPS:
IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL
CONCEALED DRAFT OPENINGS (BOTH VERTICALAND HORIZONTAL) AND TO FORMAN
EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN ATOP 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. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10
FEET (3048 MM).
2. AT ALL 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 ATWO-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 FOR ALL 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 COPPER AND SHALL TERMINATE OUTSIDE OF THE BUILDING BETWEEN
6 AND 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 A
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 V INSIDE THE FOUNDATION.
CRAWLSPACE VENTING
1. 14" X 6" SCREENED VENT @ 10" O.C. T MAX. FROM EACH CORNER
2. VENTILATION IS A MIN. OF 1/150 OF UNDER -FLOOR CRAWL SPACE AREA.
ATTIC VENTING
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.
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 ARE APPLIED DIRECTLY TO THE
UNDERSIDE OF ROOF RAFTERS, AND UNDERFLOOR VENTILATION OPENINGS SHALL BE FULLY
COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS OR OTHER DEVICES THAT
MEET THE FOLLOWING REQUIREMENTS: CRC 327.6
1. THE DIMENSIONS OF THE OPENINGS THEREIN SHALL BEA MINIMUM OF 1/1 6TH 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 CMC AS AMENDED BY STATE AND 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" PASSAGEWAY TO THE FURNACE AND CONTROLS.
3. THE FURNACE LOCATED NOT GREATER THAN 20 FEET FROM THEATTICACCESS.
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 OUTLETAND 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) SHOWER AND 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 1' ABOVE A DOOR, AN OPENABLE WINDOW OR A GRAVITYAIR INLET INTO
A BUILDING.
K) DIRECT VENT APPLIANCES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
THE 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) INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE
FIELD INSPECTOR AT TIME OF INSPECTION.
M) CLOTHES DRYER VENT SHALL BE OF METAL AND 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 ATOTAL 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 OF A 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
THAT ARE 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.
8. FOLLOW ABOVE & ALL OTHER REQUIREMENTS OF SECTION 317 NOT LISTED ABOVE.
PROTECTION AGAINST SUBTERRANEAN TERMITES
1. HOUSE TO BE PROTECTED AGAINST TERMITES & WILL FOLLOW THE APPLICABLE
CRC CODE IN SECTION 318.
1%],1� I2. ?SII
SI`])
SITE ADDRESS REQUIREMENTS
1. VIEWABLE ADDRESS NUMBERS TO COMPLY WITH CRC CODE IN SECTION 319.
FIRE CODE REQUIREMENTS
THE MATERIALS AND METHODS USED TO FOLLOW THE CAL FIRE WILDLAND URBAN
CODES 2016. (WILDLAND URBAN INTERFACE (WUI) PRODUCTS.)
& MATERIALS & METHODS LOCATED IN THE CRC CODE 2016 SECTION 337.
R337.7.3. EXTERIOR WALLS. THE EXTERIOR WALL COVERING OR WALL
ASSEMBLY SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS:
1. NONCOMBUSTIBLE MATERIAL
2. IGNITION -RESISTANT MATERIAL
3. HEAVY -TIMBER EXTERIOR WALLASSEMBLY
4. LOG WALL CONSTRUCTION ASSEMBLY
5. WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN
ACCORDANCE WITH THE TEST PROCEDURES FOR A 10 -MINUTE
DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN SFM
STANDARD 12-7A-1
12-7A-1.7 TEST ASSEMBLY.
5. LAYERED MATERIALS. FOR WALLASSEMBLIES COMPOSED OF
LAYERED MATERIALS, SUCH AS SHEATHING, SIDING (CLADDING)
AND UNDERLAYMEN'f 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.
R337.7.4 OPEN ROOF EAVES. THE EXPOSED ROOF DECK ON THE
UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF ONE OF
THE FOLLOWING:
1. NONCOMBUSTIBLE MATERIAL
2. IGNITION -RESISTANT MATERIAL
3. ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING
APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE
EXTERIOR OF THE ROOF DECK
4. THE EXTERIOR PORTION OFA 1 -HOUR FIRE RESISTIVE EXTERIOR
WALL ASSEMBLY APPLIED TO THE UNDERSIDE OF THE ROOF
DECK DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING
ASSEMBLIES USING THE GYPSUM 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
D12. 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. GABLE END OVERHANGS AND ROOF ASSEMBLY PROJECTIONS
BEYOND AN EXTERIOR WALL OTHER THAN AT THE
LOWER END OF THE RAFTER TAILS
4. FASCIAAND OTHER ARCHITECTURAL TRIM BOARDSMENSION OF 2 INCH (50.8 MM)
R337.7.5 ENCLOSED ROOF EAVES AND ROOF EAVE SOFFITS. THE
EXPOSED UNDERSIDE OF ENCLOSED ROOF EAVES HAVING EITHER
BOXED -IN ROOF EAVE SOFFIT WITH A HORIZONTAL UNDERSIDE, OR
SLOPING RAFTER TAILS WITH AN EXTERIOR COVERING APPLIED TO THE
UNDERSIDE OF THE RAFTER TAILS, SHALL BE PROTECTED BY ONE OF THE
FOLLOWING:
1. NONCOMBUSTIBLE MATERIAL
2. IGNITION -RESISTANT MATERIAL
3. ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING
APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE
OF THE RAFTER TAILS OR SOFFIT
4. THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR
WALL ASSEMBLYAPPLIED TO THE UNDERSIDE OF THE RAFTER
TAILS OR SOFFIT INCLUDING ASSEMBLIES USING THE GYPSUM
PANELAND SHEATHING PRODUCTS LISTED IN THE GYPSUM
ASSOCIATION FIRE RESISTANCE DESIGN MANUAL
5. BOXED -IN ROOF EAVE SOFFIT ASSEMBLIES WITH A HORIZONTAL
UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN
ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM
STANDARD 12-7A-3
EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION:
1. GABLE END OVERHANGS AND ROOF ASSEMBLY PROJECTIONS
BEYOND AN EXTERIOR WALL OTHER THAN AT THE
LOWER END OF THE RAFTER TAILS
2. FASCIAAND OTHER ARCHITECTURAL TRIM BOARDS
ADDITIONAL FIRE CODE NOTES:
• EXTERIOR WINDOWS AND EXTERIOR GLAZED DOORS ASSEMBLIES SHALL BE
CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE.
GENERAL INFORMATION:
OCCUPANCY GROUP:
SPECIAL HARDSHIP COUNTY ORDINANCE
TYPE OF CONSTRUTION:
STRUCTURE IN WUI AREA:
SPRINKLERS REQUIRED:
NUMBER OF STORIES:
BUILDING HEIGHT.
LIVABLE SPACE:
GROUND SNOW LOAD:
WIND SPEED:
EXPOSURE
SIESMIC DESIGN CATEGORY:
NOTE:
1. SCOPE OF WORK:
NEW RESIDENCE 00 _._77 ACRES
ATTIC/ LOFT - 2 BATHS
(APN # 056-340-003)
R-3/VB
4110
2x6 STUD FRAMED WALLS
YES
NO
1 + ATTIC/LOFT
22'-3 3/4"
1120 SQ. FT.
97 PSF
110 MPH (VULT), 3 -SEC GUSTS,
B
D
APPLICABLE
CODE CYCLE:
2016 CBC
2016 CRC
2016 CME
2016 CPC
2016 CEC
2. FIRST FLOOR LIVABLE AREA 900 SQ. FT.
ATTIC LOFT LIVABLE AREA 220 SQ. FT.
TOTAL NEW LIVABLE SQ. FT. 1120 SQ. FT.
DECK AREA:
1124 SQ. FT
1. THE NATURE OF THE DWELLING AND APPURTENANT STRUCTURES, AND THAT THE STRUCTURE(S) HAVE
BEEN PERMITTED UNDER ARTICLE VI "REGULATION FOR LIMITED DENSITY OWNER -BUILT RURAL
DWELLINGS," OF CHAPTER 26, " BUILDINGS" OF THE BUTTE COUNTY CODE, ADOPTED UNDER THE
AUTHORIZATION OF HEALTH AND SAFETY CODE SECTION 17958.2 AND NOT UNDER TITLE 24, CALIFORNIA
CODE OF REGULATION .2. THAT OCCUPANCY IS LIMITED TO THE OWNER AND OWNER'S FAMILY FOR A
PERIOD OF 3 YEARS.
CONTENTS:
Al - ARCHITECTURAL NOTES
A2 - 1 ST & ATTIC LOFT FLOOR PLAN
A3 - ELEVATIONS
A4 - SECTIONS
A5 -ARCHITECTURAL DETAILS
E1 - 1ST FLOOR ELECTRICAL
E2 -ATTIC/LOFT ELECTRICAL
S1 - STRUCTURAL NOTES
S2 - FOUNDATION PLAN
S3 - FIRST FLOOR FRAMING PLAN
S4 - ROOF FRAMING
S5 - HEADERS & SHEAR, POST IN WALLS
PREPARED BY
S I E R R A
LO C & T I° B E
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG AND TIMBER
WEB ADDRESS:
www.sierralogandtimber.com
PH: 530-899-0680
FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sierralogandtimber.com
COPYRIGHT 2017
SIERRA LOG AND TIMBER
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA LOG AND TIMBER
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
SIETMA LOG HOMES, INC.
PROJECT INFORMATION
HANSKI
RESIDENCE:
Current Address:
SWEDE HANSKI
P.O. BOX 1621
MAGALIA, CA. 95954
(530)990-1237
E-MAIL: SDHANSKI@GMAIL.COM
Job Site Address:
APN #056-340-003
LOVELOCK RD.
MAGALIA,CA. 95954
BUTTE COUNTY
Ph: 530-538-7601
Fax: 530-538-2140
I DRAWING NOTES/REVISIONS I
01/19/17 - DESIGN CONCEPT
01/31/17 - PRE -ENGINEERING
02/24/17 - SUBMITTAL
05/08/17 - PLAN CHECK
I LOG SPECIFICATIONS I
EFiMIT # -
B°JTTE COUNTY 0EVELOPMf NT SIEFIVICES
fREVIE P -D FOR
CODE/COMPLIANCE
)ATE
DATE SCALE
01/19117 N/A
SHEET TITLE
NON-STRUCTURAL
NOTES
I SHEET NUMBER I
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AWAY FROM ALL FOUNDATIONS
FRONTELEVATION A MINIMUM OF 10' HORIZONTAL.
NOTES FOR SHINGLED ROOF:
1) ROOFING TO BE 40 YEAR ARCHITECTURAL GRADE TYPE A SHINGLES OVER 30# FELT
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 ROOFS SHEET METAL VALLEY FLASHING WITH A
36 -INCH WIDE #72 ASTM CAP SHEET UNDERLAYMENT DIRECTLY UNDER FLASHING AND
OVER NORMALLY REQUIRED UNDERLAYMENT. (VALLEY PANS ARE SHEETMETAL).
5) <4:12 PITCH DOUBLE STARTER UNDERLAYMENT.
6) <4:12 PITCH 19" STARTER & 2 LAYERS SHINGLE FASHION.
7) ROOF CLASSIFICATION IS A
8) ROOFING ASSEM. INSTALLED IN ACCORDANCE TO MANF. SPEC.
W/ 19/32 T1-11 SIDING
(WUI COMPLIANT)
LEFT ELEVATION
PDF created with pdfFactory Pro trial version www.pdffactory.com
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 A 36 -INCH WIDE UNDERLAYMENT DIRECTLY UNDER FLASHING
AND OVER NORMALLY REQUIRED UNDERLAYMENT.
5) <4:12 PITCH DOUBLE STARTER UNDERLAYMENT.
6) ROOF CLASSIFICATION IS A
7) ROOFING ASSEM. INSTALLED IN ACCORDANCE TO MANF. SPEC.
AWAY FROM ALL FOUNDATIONS
A MINIMUM OF 10' HORIZONTAL.
DAR O
=R HE/
'LAN
EDARi
' FIR P
'LAN
W/ 19/32 11 -11 51UING -- ".' 1 .""""" 1 ""'
(WUI COMPLIANT) AWAY FROM ALL FOUNDATIONS
RIGHTELEVATION A MINIMUM OF 10' HORIZONTAL.
NOTE: HOUSE & PORCH ROOF 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.
HOUSE & PORCH ROOF TO BE VENTED (GABLES ARE NOT VENTILATED) 1465 SQ. FT.:
1465 SQ. FT. / 300 SQ. FT
= 4.88 SQ.FT. x 144 = 702.7 SQ. IN.
702.7/2 = 351.4 SQ. IN. 50% MIN. RIDGE VENT.
29' RIDGE VENTING INSIDE GABLE TO INSIDE GABLE
29X16" NFVA PER FOOT (AIR VENT INC.)= 464 SQ. IN.
INSIDE GABLE TO INSIDE GABLE 464'>351.4'.
351.4 SQ. IN. NEEDED AT HOUSE EAVES 50°/x(702.7)
3 x 3.98 = 11.94 SQ. IN. PER EAVE BAY ((3) 2 1/4" DIA. HOLES)
351.4 IN. / 11.94 = 29.4 BAYS REQUIRED (30 BAYAVAILIABLE)
351.4 SQ. IN. NEEDED AT PORCH EAVES 50%(702.7)
VUCAN (VE3522) SOFFIT VENTS PROVIDED @ 41 NFVA SQ. INCHES OF EAVE VENT
351.4/ 41 = 8.57 VENTS IN BAYS NEEDED:
8.57 /2 SIDES OF HOUSE = 4.28 = 5 VENTS IN BAYS PER SIDE.
(15 BAYS ON EACH SIDE AVAILABLE SUGGEST EVERY THIRD BAY)
HAVE BEEN CAL FIRE APPROVED (WUI COMPLIANT).
6x CEDAR OR DOUG FIR
TIMBER HEADER
PER PLAN
6x6 CEDAR OR -
DOUG FIR POST
PER PLAN
BACK ELEVATION
MANF. TRUSS ROOF SYSTEM
ALL FINISHED GRADE SHALL
SLOPE ATA MINIMUM OF 5%
AWAY FROM ALL FOUNDATIONS
A MINIMUM OF 10' HORIZONTAL.
PREPARED BY
S I E R R A
L 0 C4 & TIS BEF,,
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG AND TIMBER
WEB ADDRESS:
www.sierralogandtimber.com
PH: 530-899-0680
FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sierralogandtimber.com
COPYRIGHT 2017
SIERRA LOG AND TIMBER
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA LOG AND TIMBER
I ENGINEERED BY I
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
SIETZRA LOG HOMES, INC.
I PROJECT INFORMATION I
HANSKI
RESIDENCE:
Current Address:
SWEDE HANSKI
P.O. BOX 1621
MAGALIA, CA. 95954
(530)990-1237
E-MAIL: SDHANSKI@GMAIL.COM
Job Site Address:
APN #056-340-003
LOVELOCK RD.
MAGALIA,CA. 95954
BUTTE COUNTY
Ph: 530-538-7601
Fax: 530-538-2140
I DRAWING NOTESJREVISIONS I
01/19/17 - DESIGN CONCEPT
01/31/17 - PRE-ENGINEERIING
02/24/17 - SUBMITTAL
05/08/17 - PLAN CHECK
I LOG SPECIFICATIONS
DATE SCALE
01/19/17 1/411 = 1'-0"
SHEET TITLE
ELEVATIONS
I SHEET NUMBER I
A3
PDF created with pdfFactory Pro trial version www.pdffactory.com
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-m{ m m = G) n Z www �moU? >C:) CD D O um -4> � Z �c0m r0� a� r cnw o m G�c-Oc m
Z D C �rm0z 0 v,ci,n nOrnD czi��DOOD z m 3zr m vim O O W� Z��Z`` D
m �' 0 Z G7 o m cn m < G7 D o (/� O
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Ul // cc -i z
C -_I - m m oo w C D� o Q D D Q VJ O = zoZ 70 A* m z z a CD D D m
r• -I D C7 Z m Naz cow co �w�o°'zm Z O D zm fll nim N =* m o m
D 0 Z7 .A O (o o (n co � 0 c O o 00 �
--� -' O C O N Gi N Cn N in 2 O -i O O C7 CD
-PA
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:(7 C G !- m y c/) ;; z 0 -� a o*> m C cn -C
O Z o
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NOTE KITCHEN RANGE HOODS:
THIS FAN IS TO BE USED FOR LOCAL
VENTILATION EXHAUST. MINIMUM
100 CFM FAN TESTED ATA STATIC
PRESSURE OF .25 WC AND RATED @
3 SONES OR LESS REQUIRED TO BE
INSTALLED.FAN MUST BE ATTACHED
TO A MINIMUM 5" SMOOTH DUCT
AND NO LONGER THAN 85'.
SUBTRACT 15' OF ALLOWED LENGTH
FOR EACH ELBOW
OTHER KITCHEN NOTES:
1. INDICATE THE MAXIMUM FLOW RATE
OF KITCHEN FAUCETS SHALL NOT
EXCEED 1.8 GALLONS PER MINUTE AT
60 PSI. KITCHEN FAUCETS MAY
TEMPORARILY INCREASE THE FLOW
ABOVE THE MAXIMUM RATE, BUT NOT
TO 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.
NOTE:
DOMESTIC DRYER EXHAUST DUCTS
SHALL NOT EXCEED ATOTAL COMBINED
HORIZONTALAND VERTICAL LENGTH OF
14 FEET, INCLUDING TWO 90 DEGREE
ELBOWS TWO FEET SHALL BE DEDUCTED
FOR EACH 90 DEGREE ELBOW IN EXCESS
OF TWO.
INSTANTANEOUS
WATER HEATER
200 AMP
MAIN BREAKER
W/ UFER
NOTE BATHROOM FANS:
FANS IS TO BE USED FOR LOCAL
VENTILATION EXHAUST. MINIMUM
50 CFM FAN TESTED ATA STATIC
PRESSURE OF .25 WC AND RATED
@ 3 SONES OR LESS REQUIRED TO
BE INSTALLED.FAN MUST BE
ATTACHED TO A 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 OF ALL
WATER CLOSETS SHALL NOT EXCEED
1.28 GALLONS PER FLUSH.
2. THE SHOWERHEADS SHALL HAVE A
MAXIMUM FLOW RATE OF NOT MORE
THAN 2.0 GALLONS PER MINUTE AT 80 PSI.
3. MAXIMUM FLOW RATE OF RESIDENTIAL
LAVATORY FAUCETS SHALL NOT EXCEED
1.5 GALLONS PER MINUTE AT 60 PSI.
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BACK
PORCH
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LLIPIP ``'----------'' FRONT
PORCH
FIRST FLOOR ELECTRICAL PLAN
LEGEND
^-� CONDUIT CONCEALED IN CEILING
GE 220 220 VOLT OUTLET FOR APPLIANCE ON DEDICATED CIRCUIT
110 VOLT DUPLEX WALL OUTLET INSTALLED ABOVE
COUNTER, +45"A.F.F. TYR, U.N.O. (ALL 125 SINGLE PHASE 15 & 20 -AMP
BRANCH CIRCUITS TO BE TAMPER-RESISTANT RECEPTACLES.)
110 VOLT DUPLEX WALL OUTLET, 12"A.F.F. TYR, U.N.O.
(ALL 125 SINGLE PHASE 15 & 20 -AMP BRANCH CIRCUITS
TO BE TAMPER-RESISTANT RECEPTACLES.)
TV CABLE & PHONE LINES (PER CLIENT)
SINGLE POLE WALL SWITCH, +44" TYR U.N.O.
m 3 -WAY SWITCH, +44" TYR U.N.O.
4 -WAY SWITCH, +44" TYR U.N.O.
DIMMER SWITCH, +44" TYR U.N.O.
-10 WALL MOUNTED LIGHT FIXTURE
FLOOR OUTLET DOUBLE
QC CEILING OUTLET DOUBLE
SMOKE DETECTOR --AC/DC POWERED AND INTER -CONNECTED
CARBON MONOXIDE DECTOR/ EXPLOSIVE GAS SENSOR/ALARM
AFI ARC FAULT INTERRUPT CIRCUIT
GFI GROUND FAULT INTERRUPT CIRCUIT
WP WEATHER PROOF FIXTURE INDICATION
® CEILING MOUNTED EXHAUST FAN w/ FLUORESCENT LIGHT FIXTURE
® CEILING MOUNTED EXHAUST FAN
RECESSED CEILING EYEBALL TYPE LIGHT FIXTURE W/ MOTION SENSOR
® RECESSED CEILING LIGHT FIXTURE - L.C. RATED
WALL MOUNTED EXT. FLOOD LIGHTS, WET LOCATION LISTED
WALL MOUNTED PHOTOCONTROUMOTION SENSOR COMBINATION
FLOOD LIGHTS, WET LOCATION LISTED
r`°oa FLUORESCENT LIGHT FIXTURE w/ ACRYLIC LENSE
CEILING RECESSED OR HANGING FLUORESCENT
LIGHT FIXTURE w/ACRYLIC LENSE
CEILING FAN w/ LIGHT FIXTURE
-0- CEILING MOUNTED PENDANT LIGHT FIXTURE
-0- CEILING SURFACE MOUNTED LIGHT FIXTURE
ELECTRICAL:
REFER TO THE CEC, AS AMENDED BY THE STATE AND LOCAL JURISDICTION
A) ALL RECEPTACLE OUTLET LOCATIONS SHALL COMPLY WITH CEC.
B) BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BYA MINIMUM OF ONE 20 -AMPERE
BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY
SERVE MORE THAN ONE BATHROOM.
C) ALL 125 -VOLT, SINGLE-PHASE, 15 -AND 20 -AMPERE RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR
SINKS SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION.
D) THE SMALLAPPLIANCE 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) 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.
H) AT LEAST ONE GRADE -LEVEL GFCI-PROTECTED RECEPTACLE SHALL BE INSTALLED AT THE
FRONT AND BACK OF THE DWELLING.
I) 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 BYA WALL SWITCH SHALL BE
PERMITTED IN LIEU OFA LIGHTING OUTLET.
J) LIGHTING SHALL BE PROVIDED AT ATTIC AND UNDER FLOOR CRAWLAREA WITH LIGHTED
SWITCH LOCATED AT THE OPENING.
K) ELECTRICAL CONNECTIONS: 1.ALLALUMINUM CONDUCTORS SIZE 1/0 AND LARGER SHALL
BE TERMINATED WITH A COMPRESSION TYPE CONNECTOR. AN OXIDATION INHIBITOR SHALL
BE USED ON ALL ALUMINUM CONNECTIONS.
L) CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A FOUR -PRONG OUTLETARE
REQUIRED FOR THE DRYERS AND COOKING UNITS.
M) A UFER GROUND AND 8' OF DRIVEN COPPER PIPE MUST BE USED FOR ELECTRICAL
GROUNDING.
N) THE ABOVE UFER GROUND MUST BE KEPTAT LEAST 6'AWAY FROM THE DRIVEN COPPER
PIPE.
0) 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 CIRCUIT INTERRUPTER(S))
P) IN EVERY HABITABLE ROOM ORAREAOF DWELLING UNITS, RECEPTICLE OUTLETS SHALL
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 WIDTH AND THE WALL SPACE
OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS, BUT EXCLUDING SLIDING PANELS IN
EXTERIOR WALL. THE WALL SPACE ALLOWED BY FIXED ROOM DIVIDERS I.E. BAR -TYPE
COUNTERS OR RAILINGS, SHALL BE INCLUDED IN THE 6/12 -FOOT MEASUREMENT.
Q) HIGH EFFICACY LUMINARIES MUST BE PIN BASED.
R) LUMINARIES RECESSED IN INSULATED CEILINGS MUST MEET REQUIREMENTS OF CEC
CODE.
S) LIGHTING IN BATHROOMS, AND GARAGES: SEE TITLE 24 DESIGN GUIDE
T) COMBINATION TYPE ARC -FAULT CIRCUIT INTERUPTERS (AFCI) SHALL BE INSTALLED
IN ALL DWELLING UNIT FAMILY ROOMS, LIVING ROOMS, BEDROOMS, CLOSETS, HALLWAYS,
AND SIMILAR ROOMS/AREAS.
U) ALL REQUIRED 15/20 AMPHERE RECEPTACLES LISTED IN SECTION 210.52 FOR DWELLING
UNITS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES.
V) 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 OFA LAMP HOLDER. OUTLET BOXES SHALL NOT
BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS.
(W) TWO OR MORE 20 -AMP SMALLAPPLIANCE BRANCH CIRCUITS TO BE EVENLY
PROPORTIONED IN THE KITCHEN, PANTRY BREAKFAST ROOM, DINING ROOM OR SIMILAR ARE
TO SEVERE ALL WALLAND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO
OTHER.
X) INDICATE THATALL OUTSIDE LUMINAIRES WILL BE MARKEDAS " SUITABLE FOR WET
LOCATIONS"
PERMIT #
E3111TE COUNTY DEVELOPMENT SIrRVICES
QEVI► WFD FOR
CODE COMOWANCF
DATE % BY
PREPARED BY
S I E R R A
LOG 8; TIMBER
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG AND TIMBER
WEB ADDRESS:
www.sierralogandtimber.com
PH: 530-899-0680
FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sierralogandtimber.com
COPYRIGHT 2017
SIERRA LOG AND TIMBER
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA LOG AND TIMBER
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.
I PROJECT INFORMATION I
HANSKI
RESIDENCE:
Current Address:
SWEDE HANSKI
P.O. BOX 1621
MAGALIA, CA. 95954
(530)990-1237
E-MAIL: SDHANSKI@GMAIL.COM
Job Site Address:
APN #056-340-003
LOVELOCK RD.
MAGALIA,CA. 95954
BUTTE COUNTY
Ph: 530-538-7601
Fax: 530-538-2140
I DRAWING NOTES/REVISIONS I
01/19/17 - DESIGN CONCEPT
01/31/17 - PRE -ENGINEERING
02/24/17 - SUBMITTAL
05/08/17 - PLAN CHECK
I LOG SPECIFICATIONS I
DATE SCALE
01/19/17 1/4" = 1'-0"
SHEET TITLE
FIRST FLOOR
ELECTRICAL
SHEET NUMBER
E 1
ON
►1
/1
//
a
►1
01
II
® II
II
II
II
II
II
II
DOWN TO
LIGHT
II
II
II
II
II
II
II
II
�I
II
II
it
II
II
II
II
II
II
II
II
II
II
II
ii
II
II
II
II
II
II
II
II
II
II
II
II
ATTIC/ LOFT ELECTRICAL PLAN
PDF created with pdfFactory Pro trial version www.r)dffactorv.com
LEGEND
/,'-N CONDUIT CONCEALED IN CEILING
220 220 VOLT OUTLET FOR APPLIANCE ON DEDICATED CIRCUIT
110 VOLT DUPLEX WALL OUTLET INSTALLED ABOVE
COUNTER, +45"A.F.F. TYP., U.N.O. (ALL 125 SINGLE PHASE 15 & 20 -AMP
BRANCH CIRCUITS TO BE TAMPER-RESISTANT RECEPTACLES.)
110 VOLT DUPLEX WALL OUTLET, 12"A.F.F. TYP., U.N.O.
(ALL 125 SINGLE PHASE 15 & 20 -AMP BRANCH CIRCUITS
TO BE TAMPER-RESISTANT RECEPTACLES.)
TV CABLE & PHONE LINES (PER CLIENT)
SINGLE POLE WALL SWITCH, +44" TYP. U.N.O.
3 -WAY SWITCH, +44" TYP. U.N.O.
Q
4 -WAY SWITCH, +44" TYP. U.N.O.
DIMMER SWITCH, +44" TYP. U.N.O.
NOTE: EXHAUST FAN TO THE OUTSIDE MIN. 30 CFM
WALL MOUNTED LIGHT FIXTURE
THIS FAN IS TO BE USED FOR WHOLE BUILDING VENTILATION.
FLOOR OUTLET DOUBLE
MINIMUM 30 CFM FAN TESTED ATA STATIC PRESSURE OF
CEILING OUTLET DOUBLE
.25 WC AND RATED @ 1 SONE OR LESS REQUIRED TO BE
SMOKE DETECTOR --AC/DC POWEREDAND INTER -CONNECTED
INSTALLED.FAN MUST BE ATTACHED TO A MINIMUM 5" DUCT
CARBON MONOXIDE DECTOR/ EXPLOSIVE GAS SENSOR/ALARM
AND NO LONGER THAN 70'. SUBTRACT 15' OFALLOWED LENGTH
ARC FAULT INTERRUPT CIRCUIT
FOR EACH ELBOW. SWITCH FOR FAN MUST BE LABELED
GROUND FAULT INTERRUPT CIRCUIT
TO INDICATE THE FANS REQUIRED FUNCTION SUCH AS
WEATHER PROOF FIXTURE INDICATION
"FAN IS TO BE LEFT ON TO ENSURE INDOOR AIR QUALITY."
CEILING MOUNTED EXHAUST FAN w/ FLUORESCENT LIGHT FIXTURE
® CALCULATION:
CEILING MOUNTED EXHAUST FAN
Qfan = 0.01 (1220 (FLOOR AREA (LIVABLE & NON -LIVABLE))) + 7.5(1 (LOFT ATTIC AREA))+1
I I
QFAN = 12.2 + 8.5 =20.7 MIN.
RECESSED CEILING LIGHT FIXTURE - L.C. RATED
-------- -------- ------------------ ---------
WALL MOUNTED EXT. FLOOD LIGHTS, WET LOCATION LISTED
ATTIC/ LOFT ELECTRICAL PLAN
PDF created with pdfFactory Pro trial version www.r)dffactorv.com
LEGEND
/,'-N CONDUIT CONCEALED IN CEILING
220 220 VOLT OUTLET FOR APPLIANCE ON DEDICATED CIRCUIT
110 VOLT DUPLEX WALL OUTLET INSTALLED ABOVE
COUNTER, +45"A.F.F. TYP., U.N.O. (ALL 125 SINGLE PHASE 15 & 20 -AMP
BRANCH CIRCUITS TO BE TAMPER-RESISTANT RECEPTACLES.)
110 VOLT DUPLEX WALL OUTLET, 12"A.F.F. TYP., U.N.O.
(ALL 125 SINGLE PHASE 15 & 20 -AMP BRANCH CIRCUITS
TO BE TAMPER-RESISTANT RECEPTACLES.)
TV CABLE & PHONE LINES (PER CLIENT)
CEILING RECESSED OR HANGING FLUORESCENT
LIGHT FIXTURE w/ ACRYLIC LENSE
(---Y CEILING FAN wl LIGHT FIXTURE
4- CEILING MOUNTED PENDANT LIGHT FIXTURE
-(> CEILING SURFACE MOUNTED LIGHT FIXTURE
PERMIT
3JTTE COUNTY DEVELOPMENT SERVICES
PEVIEWE D FOP
CODE COMPLIANCE
DAT ?-3— /7 -[;Y-<—,— e
PREPARED BY
S I E R R A
L 0 G & T IMBEP
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG AND TIMBER
WEB ADDRESS:
www.sierralogandtimber.com
PH: 530-899-0680
FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sierralogandtimber.com
COPYRIGHT 2017
SIERRA LOG AND TIMBER
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA LOG AND TIMBER
I ENGINEERED BY I
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
SIETZRA LOG HOMES, INC.
PROJECT INFORMATION
HANSKI
RESIDENCE:
Current Address:
SWEDE HANSKI
P.O. BOX 1621
MAGALIA, CA. 95954
(530)990-1237
E-MAIL: SDHANSKI@GMAIL.COM
Job Site Address:
APN #056-340-003
LOVELOCK RD.
MAGALIA,CA. 95954
BUTTE COUNTY
Ph: 530-538-7601
Fax: 530-538-2140
DRAWING NOTES/REVISIONS
01/19/17 - DESIGN CONCEPT
01/31/17 - PRE -ENGINEERING
02/24/17 - SUBMITTAL
05/08/17 - PLAN CHECK
I LOG SPECIFICATIONS I
DATE SCALE
01/19/17 1/411 = 1'-0"
SHEET TITLE
ATTIC/ LOFT
ELECTRICAL
I SHEET NUMBER I
SINGLE POLE WALL SWITCH, +44" TYP. U.N.O.
3 -WAY SWITCH, +44" TYP. U.N.O.
Q
4 -WAY SWITCH, +44" TYP. U.N.O.
DIMMER SWITCH, +44" TYP. U.N.O.
Lfo
WALL MOUNTED LIGHT FIXTURE
Q
FLOOR OUTLET DOUBLE
@)C
CEILING OUTLET DOUBLE
SMOKE DETECTOR --AC/DC POWEREDAND INTER -CONNECTED
CARBON MONOXIDE DECTOR/ EXPLOSIVE GAS SENSOR/ALARM
AFI
ARC FAULT INTERRUPT CIRCUIT
GFI
GROUND FAULT INTERRUPT CIRCUIT
WP
WEATHER PROOF FIXTURE INDICATION
®
CEILING MOUNTED EXHAUST FAN w/ FLUORESCENT LIGHT FIXTURE
®
CEILING MOUNTED EXHAUST FAN
RECESSED CEILING EYEBALL TYPE LIGHT FIXTURE WI MOTION SENSOR
®
RECESSED CEILING LIGHT FIXTURE - L.C. RATED
WALL MOUNTED EXT. FLOOD LIGHTS, WET LOCATION LISTED
WALL MOUNTED PHOTOCONTROUMOTION SENSOR COMBINATION
FLOOD LIGHTS, WET LOCATION LISTED
FLUORESCENT LIGHT FIXTURE w/ ACRYLIC LENSE
CEILING RECESSED OR HANGING FLUORESCENT
LIGHT FIXTURE w/ ACRYLIC LENSE
(---Y CEILING FAN wl LIGHT FIXTURE
4- CEILING MOUNTED PENDANT LIGHT FIXTURE
-(> CEILING SURFACE MOUNTED LIGHT FIXTURE
PERMIT
3JTTE COUNTY DEVELOPMENT SERVICES
PEVIEWE D FOP
CODE COMPLIANCE
DAT ?-3— /7 -[;Y-<—,— e
PREPARED BY
S I E R R A
L 0 G & T IMBEP
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG AND TIMBER
WEB ADDRESS:
www.sierralogandtimber.com
PH: 530-899-0680
FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sierralogandtimber.com
COPYRIGHT 2017
SIERRA LOG AND TIMBER
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA LOG AND TIMBER
I ENGINEERED BY I
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
SIETZRA LOG HOMES, INC.
PROJECT INFORMATION
HANSKI
RESIDENCE:
Current Address:
SWEDE HANSKI
P.O. BOX 1621
MAGALIA, CA. 95954
(530)990-1237
E-MAIL: SDHANSKI@GMAIL.COM
Job Site Address:
APN #056-340-003
LOVELOCK RD.
MAGALIA,CA. 95954
BUTTE COUNTY
Ph: 530-538-7601
Fax: 530-538-2140
DRAWING NOTES/REVISIONS
01/19/17 - DESIGN CONCEPT
01/31/17 - PRE -ENGINEERING
02/24/17 - SUBMITTAL
05/08/17 - PLAN CHECK
I LOG SPECIFICATIONS I
DATE SCALE
01/19/17 1/411 = 1'-0"
SHEET TITLE
ATTIC/ LOFT
ELECTRICAL
I SHEET NUMBER I
GENERAL CONDITIONS:
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS AND JOB SITE CONDITIONS PRIOR TO COMMENCING WORK AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2. ALL CONSTRUCTION AND METHODS SHALL BE IN STRICT CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE 2016
CBC & CRC, AND FULLY COMPLY WITH ICC STANDARD 400-07 PER CHAPTER 23 OF 2016 CBC TOGETHER WITH APPLICABLE
CAL GREEN BUILDING CODES OF 2016 & 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 FOR ANY 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, UNLESS 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 PUBLIC, CONSTRUCTION WORKERS,
AND THE 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 BY THE ENGINEER, WHICHEVER IS LOWEST. ENGINEERED FILL MAY BE USED AS EXISTING GRADE PROVIDED
TESTS ARE PRESENTED TO THE ENGINEER OF A 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 OF ALL FOOTING EXCAVATIONS SHALL BE CLEAN AND 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 OFALLANCHOR 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'-0" 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 HAVEA 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 IMMEDIATELY AFTER FINAL TROWELING.
3. ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE If 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 THAN 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, REBARAND 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 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 WITH A 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 DRY ATALLTIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, VISQUEEN AND 2" 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 THE 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 4X4 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 2'-0".
5. LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OFA CELL.
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FRAMING / LUMBER
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 NAILED AS
REQUIRED PER SCHEDULE FROM THE ROOF PLYWOOD TO FOUNDATION SILL PLATE. WHERE 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 "I" 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 L/480. USE A MANUFACTURED RIM BOARD (SUCH AS TIMBER STRAND)
WITH ALL "I" 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
6-0" O.C. U.N.O. 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 O.C.
24. STUDS SHALL BE STUD GRADE OR D.F #2. IN NO INSTANCE SHALLA 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 SINKERSAS 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 CAST AGAINST 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 BOLTS 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 CARRYA TPI (TIMBER PRODUCTS INSPECTION) GRADING STAMP AND 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 GRADING STAMP AND 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 CARRYA TPI (TIMBER PRODUCTS INSPECTION) GRADING STAMP AND 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 GRADING STAMP AND OR GRADING CERTIFICATION.
2. INCENSE CEDAR DESIGN VALUES SHALL BEAS FOLLOWS:
SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE
#1 1400 775 150 565 850 900000
#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 CARRYATPI (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 FOLLOWS:
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.
2. ALL DESIGN LOADS ARE PER CBC CHAPTER 16, DIVISION 1,11,11, AND IV U.N.O.
3. ROOF: GROUND SNOW LOAD: 97 PSF
4. SIESMIC CATEGORY: D
5. WIND SPEED: 110 MPH (VULT), EXP B
6. FLOOR LOAD: 40 PSF
7. FROST DEPTH: 18" F.G. (12" IN NATIVE SOIL)
PERMIT #
BUTTE COUNTY bEVELOPM.ENT SERVICES
REVIEWED FOR
COf)r:z CCOMPL NNE
DATE L_/.� - BY
PREPARED BY
S I E R R A
LOC & TIMBER
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG AND TIMBER
WEB ADDRESS:
www.sierralogandtimber.com
PH: 530-899-0680
FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sierralogandtimber.com
COPYRIGHT 2017
SIERRA LOG AND TIMBER
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA LOG AND TIMBER
I ENGINEERED BY I
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
ENGINEER STAMP
REF: 114
PROJECT INFORMATION
HANSKI
RESIDENCE:
Current Address:
SWEDE HANSKI
P.O. BOX 1621
MAGALIA, CA. 95954
(530)990-1237
E-MAIL: SDHANSKI@GMAIL.COM
Job Site Address:
APN #056-340-003
LOVELOCK RD.
MAGALIA,CA. 95954
BUTTE COUNTY
Ph: 530-538-7601
Fax: 530-538-2140
I DRAWING NOTES/REVISIONS I
01/19/17 - DESIGN CONCEPT
01/31/17 - PRE -ENGINEERING
02/24/17 - SUBMITTAL
05/08/17 - PLAN CHECK
I LOG SPECIFICATIONS I
DATE SCALE
01/19/17 N/A
SHEET TITLE
STRUCTURAL
NOTES
I SHEET NUMBER I
H
0
5'-0"
FLOOR BEAM ABOVE
I
6x6 CEDAR OR DF #2 POST
POST:
SSTB28 SSTB28
68CPS7
6x8 CEDAR OR DF #2 POST
r--------- ------------- ------ --------- 1z---------------------------------
W/ SIMPSON CPS7 BASE
68CBDF
4 3 _
iv
W/ SIMPSON CB68 BASE
BUTTE COUNTY
LINE 3 -A.B. SPACING @ 28" O.C.
FILL HOLE
S2 S2
-INSERT RFB BOLT
LINE C -A.B. SPACING @ 36" O.C.
I I
1
4. MIN (2)A.B. PER WALL.
EPDXY.
I ;
I
3 I
AND CURE.
SEE FOOTING SCHEDULE
S2
POST OR COLUMN SIZE
-SECURE STANDOFF TO POST
V-6„ I
USING FOUR SDS SCREWS.
I 1
MIN. 18 X 22
2. SEE SHEET S1 FOR GENERAL NOTES.
CRAWLSPACE ACCESS
I
OR
CENTERLINE OF COLUMN, U.N.O.
I
I I I
I ;
WITH THE ARCHITECTURAL & STRUCTURAL PLANS AND
VERIFY ALL INFORMATION PRIOR TO ANY EARTHWORK.
2
FOOTING SCHEDULE
MARK
S2 F4 F4 I
WIDTH
DEPTH
R------- R--- ---
FBA
I I I I I
F1
22"
I
12"
#5 E.W. BOT. 6" O.C.
I I I I I I
32"
32"
12"
#5 E.W. BOT. 6" O.C.
F3
1 I
1 I
34"
12"
I I
68CBDF 68CBDF
I I
4
<8>
36"
I
1 -6
12"
#5 E.W. BOT. 6" O.C.
3
UNLESS OTHERWISE SPECIFIED (U.N.O.).
2. SEE GENERAL NOTES FOR ALL INFORMATION (SEE SHEET S1).
S2
I ;
I
I I
1 I
;
30 4
RFB BOLT
S2, S2 ;
I
5"Min,
L------------------------- ------------------ -------------------------
--------
�
-2-81-
28
I-1 ----- -JI
F3 ---I- F3 -- -
F2I`\iI F2 \ I S2 F2I\ F3 --- --� F3
I-----i-------ia ---I---�
-
I 1 __ ,Z - - - _ iz?l
5'-0" T-4 1/4" T-4 1/4" T-4 1/4" T-4 114" 8'-0"
f
0'-3 1/4" 0'-3 3/4"
30'-0"
NOTE: DF = DOUG FIR, CEDAR OR C = INCENSE CEDAR,
PO= PORT ORFORD CEDAR, PT = PRESSURE TREATED
FBA
FLOOR BEAM ABOVE
6CPS
6x6 CEDAR OR DF #2 POST
POST:
W/ SIMPSON CPS6 BASE
68CPS7
6x8 CEDAR OR DF #2 POST
MAGALIA,CA. 95954
W/ SIMPSON CPS7 BASE
68CBDF
6x8 DF #2 POST
iv
W/ SIMPSON CB68 BASE
FOUNDATION PLAN
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8" FULL HEIGHT CONCRETE STEMWALL
--------- W/ (2) 2x6 P.T. PLATE ABOVE
H CRAWL SPACE VENTING
*16"X8" SCREENED VENT
64 SQ. IN. NFVA
3' MAX FROM EACH CORNER VENTILATION
IS A MIN. OF 1/150 OF
CRAWL SPACE FLOORAREA.
*900 UNDERFLOOR SQ. FT.
900/150=6 SQ. FT.
64"NFVA/144" NFVA=.44 SQ. FT. PER VENT
6/.44=13.6 OR 14 VENTS MIN.
= STAGGERED EDGE
E.N. NAILING BETWEEN PLATES
(NOT DBL. NAILING)
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9/
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NAILPER MANF.
CNW COUPLER
SSTB 28 ANCHOR BOLT
SEE DETAIL 3/S2 FOR
FOOTING & REINFORMENT
SHEAR WALL & HOLDOWN
SCALE: N.T.S.
MIN. DBL. 2x STUDS
PER HOLDOWN MANF.
19/32" T1-11 303
(WUI APPROVED) SIDING
OR 7/16 OSB
W/ WUI APPROVED SIDING
E.N. 8D @ O.C.
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PREPARED BY
S I E R R A
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MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG AND TIMBER
WEB ADDRESS:
www.sierralogandtimber.com
PH: 530-899-0680
FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sierralogandtimber.com
NOTE: 2x6 BEARING WALL COPYRIGHT 2017
1. *SEE PAGE S5 FOR SHEAR WALL INFORMATION. SIERRA LOG AND TIMBER
2. SEE TOE OF SLOPE FOR ADDITIONAL FOOTING DEPTH.
3. SEE DETAIL 1/A5 FOR WINDOW & VS3 FOR DECK, 19/32" T1-11 303
FOUNDATION WEATHERPROOFING. (WUI APPROVED) SIDING
2x6 P.T. DF#2 SOLE PLATE (A -SHEAR WALL) I OR 7/16 OSB ALL RIGHTS RESERVED. NO DRAWINGS
DBL 2x6 P.T. DF#2 (ALL OTHER SHEARWALLS) W/ WUI APPROVED SIDING OR BUILDING FROM THESE DRAWINGS
(OPTION 3x6 P.T. DF#2) E.N. 8D @ O.C. MAY BE REPRODUCED WITHOUT DIRECT
PER SHEARWALL PERMISSION FROM SIERRA LOG AND TIMBER
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PER *SHEARWALL STRUCTURAL ENGINEERING
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W DBL 2X6 P.T. DF#2 SILL PLATE _ EXPERT TESTIMONY
U (OPTION: 3x6 P.T. DF#2) #4 REBAR TOP BARRY LEE HOUSEAL
n- CO 33 Sarteano Dr. (949) 715-3700
U) 5/8" DIA. ANCHOR BOLTS Z Newport Coast, CA. 92657 (949) 715-3800 fax
W/ 3" x 3"x.229" WASHER 5�
MIN. EMBED. 7" F.G. SLOPES/°@10' ENGINEER STAMP
U SPACING PER PLAN. °
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NOT REQUIRED cqC 1 FORN�
FOR SINGLE POUR) (2) #4 REBAR
v GRIDLINE 2 & 3-36"
GRIDLINE B & C -18" l REF: 114
T -
PROJECT INFORMATION
FRAMED -RAISED FLOOR 3 HANSKI
SCALE. N.T.S. S2 RESIDENCE:
NOTE:
1.SEE TOE OF SLOPE DETAILADDTIONAL FOOTING DEPTH REQUIREMENTS.
Current Address:
POST PER PLAN Z w _ SWEDE HANSKI
a X70 P.O. BOX 1621
W a' z to MAGALIA, CA. 95954
3:a'
F- O 0 - > (530)990-1237
SIMPSON CB 0O w W F- �- E-MAIL: SDHANSKI@GMAIL.COM
3" MIN. PER POST W CO U z z
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50 LL " LL
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Job Site Address:
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ANCHOR BOLT NOTES
APIA 41056-340-003
NOTE: (A.B. -ANCHOR BOLTS)
POST:
1. USE 5/8" A.B. WITH MIN. EMBEDMENT 7" INTO
INTO THE CENTER OF POST.
STEM WALL.
MAGALIA,CA. 95954
2. W/ 3"x3"x.229" PLATE WASHERS WITH EACH A.B.
INTO THE CENTER OF POST.
3. A.B. SPACING:
iv
LINE 2 -A.B. SPACING @ 48" O.C.
BUTTE COUNTY
LINE 3 -A.B. SPACING @ 28" O.C.
FILL HOLE
LINE B -A.B. SPACING @ 48" O.C.
-INSERT RFB BOLT
LINE C -A.B. SPACING @ 36" O.C.
Fax: 530-538-2140
4. MIN (2)A.B. PER WALL.
EPDXY.
FOUNDATION NOTES
AND CURE.
SEE FOOTING SCHEDULE
SIMPSON PAB ANCHOR NUT
POST OR COLUMN SIZE
-SECURE STANDOFF TO POST
& POST BASE HARDWARE
F? XX
USING FOUR SDS SCREWS.
I 1
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 VERIFY ALL DIMENSIONS SHOWN
WITH THE ARCHITECTURAL & STRUCTURAL PLANS AND
VERIFY ALL INFORMATION PRIOR TO ANY EARTHWORK.
FOOTING SCHEDULE
MARK
LENGTH
WIDTH
DEPTH
REINFORCING
F1
22"
22"
12"
#5 E.W. BOT. 6" O.C.
F2
32"
32"
12"
#5 E.W. BOT. 6" O.C.
F3
34"
34"
12"
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4
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36"
36"
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 S1).
4
S2
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NEED NOT EXCEED 15'
W
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UU
0-1
F_
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TOE OF SLOPE
PREPARED BY
S I E R R A
L O G & T I M B E F
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG AND TIMBER
WEB ADDRESS:
www.sierralogandtimber.com
PH: 530-899-0680
FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sierralogandtimber.com
NOTE: 2x6 BEARING WALL COPYRIGHT 2017
1. *SEE PAGE S5 FOR SHEAR WALL INFORMATION. SIERRA LOG AND TIMBER
2. SEE TOE OF SLOPE FOR ADDITIONAL FOOTING DEPTH.
3. SEE DETAIL 1/A5 FOR WINDOW & VS3 FOR DECK, 19/32" T1-11 303
FOUNDATION WEATHERPROOFING. (WUI APPROVED) SIDING
2x6 P.T. DF#2 SOLE PLATE (A -SHEAR WALL) I OR 7/16 OSB ALL RIGHTS RESERVED. NO DRAWINGS
DBL 2x6 P.T. DF#2 (ALL OTHER SHEARWALLS) W/ WUI APPROVED SIDING OR BUILDING FROM THESE DRAWINGS
(OPTION 3x6 P.T. DF#2) E.N. 8D @ O.C. MAY BE REPRODUCED WITHOUT DIRECT
PER SHEARWALL PERMISSION FROM SIERRA LOG AND TIMBER
3/4" SUB FLOOR i _ E.N. F.N. 8D @ 12" O.C.
_ 1 — E.N. 1 3/4" x 9 1/2" ENGINEERED BY
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U (OPTION: 3x6 P.T. DF#2) #4 REBAR TOP BARRY LEE HOUSEAL
n- CO 33 Sarteano Dr. (949) 715-3700
U) 5/8" DIA. ANCHOR BOLTS Z Newport Coast, CA. 92657 (949) 715-3800 fax
W/ 3" x 3"x.229" WASHER 5�
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v GRIDLINE 2 & 3-36"
GRIDLINE B & C -18" l REF: 114
T -
PROJECT INFORMATION
FRAMED -RAISED FLOOR 3 HANSKI
SCALE. N.T.S. S2 RESIDENCE:
NOTE:
1.SEE TOE OF SLOPE DETAILADDTIONAL FOOTING DEPTH REQUIREMENTS.
Current Address:
POST PER PLAN Z w _ SWEDE HANSKI
a X70 P.O. BOX 1621
W a' z to MAGALIA, CA. 95954
3:a'
F- O 0 - > (530)990-1237
SIMPSON CB 0O w W F- �- E-MAIL: SDHANSKI@GMAIL.COM
3" MIN. PER POST W CO U z z
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Job Site Address:
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OPTIONAL WET SET INSTALLATION:
APIA 41056-340-003
-DRILL A%" DIAMETER HOLE 10"
POST:
LOVELOCK RD.
INTO THE CENTER OF POST.
-DRILLA 11/16" DIAMETER HOLE 10"
MAGALIA,CA. 95954
-CLEAN OUT DUST. FILL HOLE
INTO THE CENTER OF POST.
-CLEAN OUT DUST. FILL HOLE
iv
-CLEAN OUT DUST.
BUTTE COUNTY
`-
FILL HOLE
Ph: 530-538-7601
-INSERT RFB BOLT
HALFWAY WITH SIMPSON SET
Fax: 530-538-2140
AND ALLOW EPDXY TO SET
EPDXY.
-WET SET IN 5/8" ALLTHREAD WITH
PER PLAN
#5 REBAR EACH WAY DRAWING NOTES/REVISIONS
U �F REINFORCEMENT
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M 01/31/17 - PRE -ENGINEERING
02/24/17 - SUBMITTAL
INTERIOR - POST TO PIER 2 05/08/17 -PLAN CHECK
SCALE: N.T.S. S2
NOTE:
1.SEE TOE OF SLOPE DETAILADDTIONAL FOOTING DEPTH REQUIREMENTS.
INSTALLATION:
POST:
OPTIONAL WET SET INSTALLATION:
CONCRETE:
-DRILL A%" DIAMETER HOLE 10"
POST:
-DRILLA %4' DIAMETER HOLE PER
INTO THE CENTER OF POST.
-DRILLA 11/16" DIAMETER HOLE 10"
ANCHOR DESIGN. (MIN. 7")
-CLEAN OUT DUST. FILL HOLE
INTO THE CENTER OF POST.
-CLEAN OUT DUST. FILL HOLE
HALFWAY WITH SIMPSON SET
-CLEAN OUT DUST.
HALFWAY WITH SIMPSON SET
EPDXY.
FILL HOLE
EPDXY TO SETAND CURE.
-INSERT RFB BOLT
HALFWAY WITH SIMPSON SET
WET SET OPTION CONCRETE:
AND ALLOW EPDXY TO SET
EPDXY.
-WET SET IN 5/8" ALLTHREAD WITH
AND CURE.
-DROP ONTO EXPOSED ROD.
SIMPSON PAB ANCHOR NUT
-SECURE STANDOFF TO POST
-SECURE STANDOFF TO POST
ON BOTTOM EMBED 7".
USING FOUR SDS SCREWS.
USING FOUR SDS SCREWS.
TIMBER OR SAWN
POST PER PLAN
CL of
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SIMPSON 5/8" DIA.
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P,JTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE SCALE
01/19/17 1/4" = 1'-0"
SHEET TITLE
FOUNDATION
PLAN
SHEET NUMBER
S2
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PREPARED BY
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3650 MORROW LANE
CHICO, CALIFORNIA 95928
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NOTE: DF = DOUG FIR, CEDAR OR C = INCENSE CEDAR,
\ /
PRCYO ING
PT= PRESSURE TREATED
DECK TIE DOWN
G
BEHIND DECK WATER 2
FIRST FLOOR NOTES:
NOTE:
1. FOR HEADERS, SHEAR & POST IN WALLS SEE SHEET S5.
DTD
DECK TIE DOWN (DTT2Z)
SCALE: N.T.S.
S3
SCALE: N.T.S.
S3
LOG SPECIFICATIONS
2. "JOIST @ 8" O.C. UNDER WOOD STOVE IF REAL STONE IS USED
1. FLOOR PLYWOOD
FOR THE BASE. OTHERWISE 16" O.C.
212DL
2x12 DF#2 P.T. DECK LEDGER
NOTE: EXPOSED WOOD DECKING SHALL BE OF A NATURALLY
3/4" T&G APA RATED PLYWOOD OR OSB EQUIVALENT.
NOTE:
DURABLE WOOD OR WOOD PERSERVATIVE-TREATED IN
APPLY FACE GRAIN PERPENDICULAR TO FRAMING,
ACCORDANCE WITH AWPA U1.
STAGGER PANELS AND NAIL WITH 10d @ 6" O.C. EDGE
AND 10" O.C. FIELD. EDGE NAILAT BOUNDARIES, DRAG
412DG
4x12 P.T. DF#1 GIRDER
1. THIS DECK GIRDER HAS BEEN DESIGN TO HANDLE
MEMBERS ANDAT BLOCKING OVERAND UNDER
pB POST BELOW
DOUBLE THE DECK LOAD FOR POSSIBLE FUTURE EXPANSION.
INTERIOR SHEAR WALLS. USE COMMON NAILS PER
CBC.
PJB PARRALLEL JOIST BLOCK @ 2'-0" O.C.
6R6B
6x6 DF OR C#2 RAIL POSTABOVE
6X6 POST BELOW
5/8" DIA. ROD @CENTER OF POST
PF,R!�,
T #.�..--- c
b�/LO�'r"hF�T "FEBICES
2. SEE GENERAL NOTES FOR ALL INFORMATION
RAIL POST PER PLAN (1" CLEAR ABOVE)
M}TrE CCJUNTY ,
(SEE SHEET S1).
3 91/2FB (3) 1 3/4" X 9 1/2" LVL FLOOR BEAM
��--� LAMINATE PER MANF.
6R68B
6x6 DF OR C#2 RAIL POSTABOVE
REVD�, �"
�1
CODE CQMI'�.I��
6x8 POST BELOW
SDS 2 EASIF
() EACH DE OPERIMETER
1 19/32"T1-11 303
I
2 91/2FB (2) 1 3/4" x 9 1/2" LVL FLOOR BEAM
6AB
6x6 DF OR C#2
2x
2x REDWOOD OR CEDAR DECKING
OR 7/16
1 OR 7/1s OSB 1qT
2x6 WALL 1 W/ WUI APPR VED SIDING,
c<
(CRAWL SPACE PERIMETER)
BELOW & ABOVE
�_
WATER PROOFING , 2x6- EBAf�Bfir
DATE SCALE
91/2FR 1 3/4" x 9 1/2" LVL FLOOR RIM
LU HANGER
SEE DETAIL 2/S3 REDWOOD DECKING
LO
_ —
01/19/17 1/4 = 1'-0"
SHEET TITLE
PCZ POST CAP '' ' '
2x12 P.T. DECK JOIST
< 1 3/4" x 9 1/2" LVL RIM 1 �
�>
i- a
_
1
-------- v --- /
FIRST FLOOR
3x6 OR (2) 2x6 PRESSURE TREATED
6x12 P.T. GIRDER
SILL PLATE �, DECK JOIST PER
FRAMING P LAN
6x POST PER PLAN
PLAN W/LU HANGER
5" LEDGER -LOK 2x LEDGER PER PLAN
SHEET NUMBER
@ 8" O.C. MIN
FIRST FLOOR FRAMING PLAN
STAGGER
DECK TIE DOWN
5
TYP. FLOOR TO DECK CONNECTION 1S3
SCALE: N.T.S. S3
SCALE: N.T.S. S3
PDF created with pdfFactory Pro trial version www.pdffactory.com
O
DBL. RAFTER
1
S4 /
4
S4
68THDR - - � _ �- � - - 68THDR
0471
I
II I I I I I I I I ILL I I I I I ��
o_
3:12 o N � 3:12
PITCH I I IN �o I I I PITCH
— — — F- - - - -
W21F -7-7
I I I I
MIN. 2X6 DF#2-
@ 2'-0" O.C. OUTLOOKERS
II I I
MI
I N. 2X6 DF#2
I
110:12 I I I 1012 I I �, �I @ 2'-0" O.C. OUTLOOKERS
PITCH ROOF I
---- --�-- -- - !I PB
IN FLOOR 2x12 DF#2 JOIST - - - - - - - PITCH
- -r - --- - ---I— /
II Y � I CEILING I 2x10 DF#2
6' ER 410I/) _ MFG. ENG. ATTIC TRUSS I I ( 7:12 ) I @ 24" O.C.
J/I _ III I I : I ROOF RAFTERS I-
IN FLOOR 2x12 DF#2 LEDGER BOARD ;*f � I � I I I I I I 5 I i,
/ - F-
I I I I I
GIRDER ATTIC TRUSS/ O I I S4 - -
I III I I I
I
S4 - I MFG. ENG. SCISSOR TRUSSVIE
I - `-1
212LB PB
I'll 16
6
11 III I MARRIAGE WALL TRUSS
co
S4
lil I F- I I 2x12 BTM CHORD
�-- 1 t O 2 26BLK I I I GABLE END FRAMING I t o
O _I
lil---- 5
Ii1---- 1I S4 � I I I III I I I
I I I I II I I 00
2x1 0 D
F#2
10.12 24"
I
O.C.
_-E-L IA
I ROOFROOFROO_FRAFTE_RS
2x6 GABLE END WALL - _ _ _ 10:12 PITCH
IPIT&] (I I (CEILING) 3
1
7:12 I S4 Fr�'
- I I I 1 I I II I I I I',I, I. 2x6 GABLE END WALL
DBL. RAFTER
O
PITCH I I e- O IL I I I I PITCH I I �tiA
�0= I 7
I I I I I I I I I I l C:) I I I I I ♦ - r�
I ANO
�I I I I I II
I
-- --�- I - 68THDR----->---+-
II
4
S4
NOTE: DF = DOUG FIR, CEDAR OR C = INCENSE
CEDAR, PO= PORT ORFORD CEDAR
ROOF NOTES:
1. ROOF PLYWOOD
5/8" OSB OR 19/32" CDX APA 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
WHERE AIR TRAVELS INTO HOUSE ROOF
3. SEE GENERAL NOTES FOR ALL INFORMATION
(SEE SHEET S1).
ROOF FRAMING PLAN
PDF created with pdfFactory Pro trial version www.pdffactorv.com
NOTE:
FOR HEADERS, SHEAR & POST IN WALL SEE SHEET S5
OF
OVER FRAME
PB
POST BELOW
68XTHDR
6x8 C OR DF #1 TIMBER HEADER
214HP
2x14 DF#1 HIP
212LB
2x12 DF#2 LEDGER
2x T&G PINE OR CEDAR SOFFIT
BOARD
(2)26BLK
(2) 2X6 DF#2 BLOCKS
(OR OTHER WUI APPROVED METHOD)
W/ LU HANGER ON EACH END
I
I � MANF. ENG. TRUS:
I
ROOF PLY PER PL
I
I
I
I
I
E.N.
i
I
1" CLEAR TOP
ABOVE INSULATION
i
I
I
I
I
I
I
I----------- 1
TRUSS TO WALL
MIN. (1) SPAX 312 (UPLIFT)
& (3) 8D TOENAILS
I I
2X BLOCK W/ (3) 2 1/4" HOLES
TOENAIL TO WALL I
I I
W/ (3) 8D &
(2) SPAX 312 EQUAL SPC.
I
I
I
2X6 WALL
(4) 16D TOENAlf Q
2x14 DF#2 HIP PE
NOTE:
1. FOLLOW MFG. ENG. TRUSS COMPANIES RECOMMENDATIONS.
2.*SEE PAGE S5 FOR SHEARWALL INFORMATION.
3. SEE ROOF NOTES FOR ROOF EDGE NAILING.
2x DF#2 BLOCKING
2x DF#2 RUNNER SLEEPER
\`-(BIRDSMOUTH RAFTER)
/ ROOF PLY PER PLAN 2x10 PORCH RAFTER
FASTEN RAFTER TO HEADER
:.N. W/ (1) SPAX 312 & (3) 8D TOENAILS
2x BLOCK TO HEADER W/ (3) 2 1/4" HOLES
FASTEN: W/ (2) SPAX 312 EQ. SPC.
E.N. E.N. & (3) 8D TOENAILS
2x4 CEILING JOIST
/-W/ LU HANGER (3) 10D NAILS
2x4 LEDGER -FASTEN TO WALL
W/ (1) 5" LEDGER-LOK @ 16" O.C.
(EACH STUD)
19/32" T1-11 303
(WUI APPROVED) SIDING
OR 7/16 OSB
W/ WUI APPROVED SIDING
E.N. 8D @ O.C. PER *SHEARWALL
F.N. 8D @ 12" O.C.
PORCH RAFTERS TO HIP
SCALE: N.T.S.
NOTE:
1. FOLLOW MFG. ENG. TRUSS COMPANIES RECOMMENDATIONS.
2x RIDGE BLOCKING E.N.
VENTED RIDGE CAP
ROOF PLYWOOD
PER PLAN
(HOLD BACK 1"
E.N. FROM RIDGE)
MFG. TRUSS
TRUSS ROOF VENT DETAIL
SCALE: N.T.S.
NOTE:
*SEE PAGE S5 FOR SHEARWALL INFORMATION.
L
MIN. L_> 2x"X"
ROOF SHEATHING
PER PLAN
(2) 16D NAILS OR -/ I I
UPSIDE DOWN U HANGER
I
I
OUTLOOKER FASTENITO WALL
W/ (3) 8D TOENAILS
& (1) SPAX EMBED MIN. 2 1/2"
I
I
I
I
TRUSS
I
2x6 GABLE -�
END WALL
i
OUTLOOKERS
SCALE: N.T.S.
E.N.
7
S4
PREPARED BY
SIERRA
LOC & TIS"•FIEF?
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 95928
SIERRA LOG AND TIMBER
WEB ADDRESS:
www.sierralogandtimber.com
PH: 530-899-0680
FAX: 530-899-0688
�— (4)-16D TOE NAILS
E.N. 2x10 PORCH RAFTE
E.N. (1) SPAX 312 & (3) 8D TOENAIL
FASTEN RAFTER TO HEADER 3 10D NAIL
2x4 CEILING JOIST 6x8 HEADER
W/ LU HANGER
2x T&G PINE OR CEDAR SOFFIT
(OR OTHER WUI APPROVED METHOD)
(2) 1/2" DIA. LAGS
2x4 LEDGER -FASTEN TO WALL EMBED MIN. 4"
W/ (1) 5" LEDGER-LOK @ 16" O.C.
(EACH STUD)
— 2X6 WALL
GABLE END PORCH RAFTER TO WALL
SCALE: N.T.S
2x6 FRAMED WALL
5" LEDGER LOCK
@ EACH STUD (16" O.C.)
STAGGER
I
I
I
I
FLASHING
-E.N.
2x FASCIA J
1x DRIP
6x6 POST
MANF. ENG.
ATTIC TRUSS
3/4" SUB FLOOR
II I
3
S4
E.N.-
E.N.- --------------------- -- L
-------------------
I
MANF. ENG. ATTIC
2x12 DF#2 LEDGER BOARD GIRDER TRUSS
I
LU HANGER
19/32"T1-11 303
(WUI APPROVED) SIDING 2x12 DF#2 JOIST
REF: 114
PROJECT INFORMATION
HANSKI
RESIDENCE:
Current Address:
SWEDE HANSKI
P.O. BOX 1621
MAGALIA, CA. 95954
(530)990-1237
E-MAIL: SDHANSKI@GMAIL.COM
Job Site Address:
APN #056-340-003
LOVELOCK RD.
MAGALIA,CA. 95954
BUTTE COUNTY
Ph: 530-538-7601
Fax: 530-538-2140
DRAWING NOTES/REVISIONS
01/19/17 - DESIGN CONCEPT
01/31/17 - PRE -ENGINEERING
02/24/17 - SUBMITTAL
05/08/17 - PLAN CHECK
OR 7/16 OSB
/ WUI APPROVED SIDING
Z8 SHEARWALL
E.N. 8D @ 6" O.C.
F.N. 8D @ 12" O.C.
GIRDER TRUSS TO WALL FLOOR 2
SCALE: N.T.S. S4 LOG SPECIFICATIONS
1
a
STRAPPING PER PLAN
SEE SHEET S5 ,' I
I
_RMIT
X WALL STUD TO MATCH , 1 B'JTTE COUNTY DEVI~I,0Rt, PNT SERVICES
STUD BELOW FOR STRAPPING ,.' I REVCODE EWA ED �E
2x6 �,��// i ATE j
OUTLOOKERS, � I _
2X6 GABLE UPPER WALL FRAMING
1x DRIP SHEAR PER SHEET S5
, I
i I
I
L ---
2x FASCIA �' I DATE SCALE
2x T&G CEDAR ,''� 01 /19/17 1/411 "
= 1'-0
OR PINE SOFFIT �,'� ; SHEET TITLE
2x BLOCK FASTEN TO WALL
W/ (3) 8D TOENAILS ,�' .............. -I
& (2) SPAX312 EQUAL SPC. ROOF FRAMING
EMBED MIN. 2 1/2" ,' / I
19/32" T1-11 303
(WUI APPROVED) SIDING ,�� ��' I
PLAN
OR 7/16 OSB
W/ WUI APPROVED SIDING �� �� LOWER WALL 2X6 FRAMING i SHEET NUMBER
E.N. 8D @ O.C.
PER *SHEARWALL
F.N. 8D @ 12" O.C.
5 STRAP LOWER WALL TO UPPER GABLE WALL 1
��l S4
S4 SCALE: N.T.S. S4
FLASHING
EMAIL ADDRESS:
1x DRIP
2x FASCIA
Larry@sierralogandtimber.com
COPYRIGHT 2017
2x T&G PINE OR CEDAR SOFFIT
SIERRA LOG AND TIMBER
(OR OTHER WUI APPROVED METHOD)
VULCAN VENTS
(FIRE CODE APPROVED)
(2) 1/2" DIA. LAGS
6x8 HEADER
EMBED MIN. 4"
6x6 POST
ALL RIGHTS RESERVED. NO DRAWINGS
OR BUILDING FROM THESE DRAWINGS
PORCH ROOF OVER
FRAME
4
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA LOG AND TIMBER
SCALE: N.T.S. S4
19/32"T1-11 303 (WUI APPROVED) SIDING
ENGINEERED BY
QR 7/16 OSB W/ WUI APPROVED SIDING
HEARWALL
B L H INC
(ADD ADDITIONAL 2x6 SOLE PLATE
■
IN UPPER GABLE WALL
STRUCTURAL ENGINEERING
E.N. 8D 2x BLOCK TO HEADER
@ 3" O.C. F.N. 8D @ 12" O.C.
CONSTRUCTION CONSULTING
I
FASTEN: W/ (2) SPAX 312 EQ. SPC.
EXPERT TESTIMONY
E.N. FLASHING & (3) 8D TOENAILS
BARRY LEE HOUSEAL
ROOF PLY PER PLAN
33 Sarteano Dr. (949) 715-3700
2x12 LEDGER -FASTEN TO WALL
Newport Coast, CA. 92657 (949) 715-3800 fax
W/ (2) 5" LEDGER-LOK @ 16" O.C.
(EACH STUD)
ENGINEER STAMP
�— (4)-16D TOE NAILS
E.N. 2x10 PORCH RAFTE
E.N. (1) SPAX 312 & (3) 8D TOENAIL
FASTEN RAFTER TO HEADER 3 10D NAIL
2x4 CEILING JOIST 6x8 HEADER
W/ LU HANGER
2x T&G PINE OR CEDAR SOFFIT
(OR OTHER WUI APPROVED METHOD)
(2) 1/2" DIA. LAGS
2x4 LEDGER -FASTEN TO WALL EMBED MIN. 4"
W/ (1) 5" LEDGER-LOK @ 16" O.C.
(EACH STUD)
— 2X6 WALL
GABLE END PORCH RAFTER TO WALL
SCALE: N.T.S
2x6 FRAMED WALL
5" LEDGER LOCK
@ EACH STUD (16" O.C.)
STAGGER
I
I
I
I
FLASHING
-E.N.
2x FASCIA J
1x DRIP
6x6 POST
MANF. ENG.
ATTIC TRUSS
3/4" SUB FLOOR
II I
3
S4
E.N.-
E.N.- --------------------- -- L
-------------------
I
MANF. ENG. ATTIC
2x12 DF#2 LEDGER BOARD GIRDER TRUSS
I
LU HANGER
19/32"T1-11 303
(WUI APPROVED) SIDING 2x12 DF#2 JOIST
REF: 114
PROJECT INFORMATION
HANSKI
RESIDENCE:
Current Address:
SWEDE HANSKI
P.O. BOX 1621
MAGALIA, CA. 95954
(530)990-1237
E-MAIL: SDHANSKI@GMAIL.COM
Job Site Address:
APN #056-340-003
LOVELOCK RD.
MAGALIA,CA. 95954
BUTTE COUNTY
Ph: 530-538-7601
Fax: 530-538-2140
DRAWING NOTES/REVISIONS
01/19/17 - DESIGN CONCEPT
01/31/17 - PRE -ENGINEERING
02/24/17 - SUBMITTAL
05/08/17 - PLAN CHECK
OR 7/16 OSB
/ WUI APPROVED SIDING
Z8 SHEARWALL
E.N. 8D @ 6" O.C.
F.N. 8D @ 12" O.C.
GIRDER TRUSS TO WALL FLOOR 2
SCALE: N.T.S. S4 LOG SPECIFICATIONS
1
a
STRAPPING PER PLAN
SEE SHEET S5 ,' I
I
_RMIT
X WALL STUD TO MATCH , 1 B'JTTE COUNTY DEVI~I,0Rt, PNT SERVICES
STUD BELOW FOR STRAPPING ,.' I REVCODE EWA ED �E
2x6 �,��// i ATE j
OUTLOOKERS, � I _
2X6 GABLE UPPER WALL FRAMING
1x DRIP SHEAR PER SHEET S5
, I
i I
I
L ---
2x FASCIA �' I DATE SCALE
2x T&G CEDAR ,''� 01 /19/17 1/411 "
= 1'-0
OR PINE SOFFIT �,'� ; SHEET TITLE
2x BLOCK FASTEN TO WALL
W/ (3) 8D TOENAILS ,�' .............. -I
& (2) SPAX312 EQUAL SPC. ROOF FRAMING
EMBED MIN. 2 1/2" ,' / I
19/32" T1-11 303
(WUI APPROVED) SIDING ,�� ��' I
PLAN
OR 7/16 OSB
W/ WUI APPROVED SIDING �� �� LOWER WALL 2X6 FRAMING i SHEET NUMBER
E.N. 8D @ O.C.
PER *SHEARWALL
F.N. 8D @ 12" O.C.
5 STRAP LOWER WALL TO UPPER GABLE WALL 1
��l S4
S4 SCALE: N.T.S. S4
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X= SHEAR WALL LENGTH
L= FRAMED SHEAR WALL LENGTH
"A" SHEAR WALL LENGTH TYPE
17 ALLOWABLE SHEAR UP TO:
260 LBS SIESMIC-365 LBS WIND
NOTES BELOW
NOTES:
1. EACH END OF SHEAR WALL
MIN. WIDTH OF DBL 2x STUD MATERIAL
OR MIN. EQUIVALENT WIDTH REQUIRED.
2. NAILS 8D COMMON OR 1 OD NAIL GUN
3. NAIL 19/32" T1-11 303 (WUI APPROVED) SIDING
OR 7/16 OSB W/ WUI APPROVED SIDING
EDGE NAIL 6" O.C., FIELD NAIL 12" O.C.
4. TOP OF STEM WALL:
(2) 2X6 PRESSURE TREATED DF#2 SILL PLATE.
5. LPT5 @ 28" O.C. SILL TO FLOOR.
6.5/8" DIA. A.B. @ 48" O.C. W/ 3"X3"x.229" WASHER.
7.2x6 DF#2 SOLE PLATE. -
8: TOP OF WALL:
SPAX 312 CENTER OF BLOCK IN RAFTER BAY
L= FRAMED SHEAR WALL LENGTH
"B" SHEAR WALL LENGTH TYPE
ALLOWABLE SHEAR UP TO:
380 LBS SIESMIC-530 LBS WIND
NOTES BELOW.
Q O
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-,�-- -�------------------7v77-
-E-.:=
7--------
4 �y .:--------�'�------------------V`---------"�---------
(2)LSTA12 (2) LSTA 12 STRAPS W/ 2x WALL STUD (3)LSTA15 (3) LSTA 15 STRAPS W/ ,2x WALL STUD
(MATCH STUD OVER STUD FROM FIRST FLOOR WALL) (MATCH STUD OVER STUD FROM FIRST FLOOR WALL)
(OPTION (1) CS16 STRAP 13") (OPTION (2) CS16 STRAP 13")
NOTES:
1. EACH END OF SHEAR WALL
MIN. WIDTH OF DBL 2x STUD MATERIAL
OR MIN. EQUIVALENT WIDTH REQUIRED.
2. NAILS 8D COMMON OR 10D NAIL GUN
3. NAIL 19/32" T1-11 303 (WUI APPROVED) SIDING
OR 7/16 OSB W/ WUI APPROVED SIDING
EDGE NAIL 6" O.C., FIELD NAIL 12" O.C.
4. TOP OF STEM WALL:
(2) 2X6 PRESSURE TREATED DF#2 SILL PLATE.
5. LPT5 @ 18" O.C. SILL TO FLOOR.
6.5/8" DIA. A.B. @ 48" O.C. W/ 3"X3"x.229" WASHER
7. (2) 2x6 DF#2 SOLE PLATE.
8: TOP OF WALL:
(2) SPAX 312 EQ. SPC
IN BLOCK IN RAFTER BAY
L= FRAMED SHEAR WALL LENGTH
"C" SHEAR WALL LENGTH TYPE
C ALLOWABLE SHEAR UP TO:
490 LBS SIESMIC-685 LBS WIND
NOTES BELOW
NOTES:
1. EACH END OF SHEAR WALL
MIN. WIDTH OF DBL 2x STUD MATERIAL
OR MIN. EQUIVALENT WIDTH REQUIRED.
2. NAILS 8D COMMON OR 1 OD NAIL GUN
3. NAIL 19/32" T1-11 303 (WUI APPROVED) SIDING
OR 7/16 OSB W/ WUI APPROVED SIDING
EDGE NAIL 6" O.C., FIELD NAIL 12" O.C.
4. TOP OF STEM WALL:
(2) 2X6 PRESSURE TREATED DF#2 SILL PLATE.
5. LPT5 @ 14" O.C. SILL TO FLOOR.
6.5/8" DIA. A.B. @ 36" O.C. W/ 3"X3"x.229" WASHER.
7.(2) 2x6 DF#2 SOLE PLATE.
8: TOP OF WALL:
(2) SPAX 312 EQ. SPC
IN BLOCK IN RAFTER BAY
HEADERS & SHEAR, POST IN WALLS PLAN
PDF created with pdfFactory Pro trial version www.pdffactory.com
L= FRAMED SHEAR WALL LENGTH
"D" SHEAR WALL LENGTH TYPE
D ALLOWABLE SHEAR UP TO:
640 LBS SIESMIC-895 LBS WIND
NOTES BELOW.
NOTES:
1. EACH END OF SHEAR WALL
MIN. WIDTH OF DBL 2x STUD MATERIAL
OR MIN. EQUIVALENT WIDTH REQUIRED.
2. NAILS 8D COMMON OR 10D NAIL GUN
3. NAIL 19/32" T1-11 303 (WUI APPROVED) SIDING
OR 7/16 OSB W/ WUI APPROVED SIDING
EDGE NAIL 6" O.C., FIELD NAIL 12" O.C.
4. TOP OF STEM WALL:
(2) 2X6 PRESSURE TREATED DF#2 SILL PLATE.
5. LPT5 @ 10" O.C. SILL TO FLOOR.
6.5/8" DIA. A.B. @ 28" O.C. W/ 3"X3"x.229" WASHER.
7. (2) 2x6 DF#2 SOLE PLATE.
8: TOP OF WALL:
(3) SPAX 312 EQ. SPC
IN BLOCK IN RAFTER BAY
ATTIC/LOFT PLAN
SHEAR WALL NOTES & FRAMING NOTES
1. ALL FRAMING 2X (MIN. U.N.O.) DOUGLAS FIR -LARCH, STUDS SPACED
AT 16" O/C (MAX.), BLOCK ALL PANEL EDGES.
2. WHERE PANELS ARE APPLIED ON BOTH FACES OFAWALLAND NAIL
SPACING IS LESS THAN 6" O/C ON EITHER SIDE, PANEL JOINTS SHALL BE
OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING
SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE
SHALL BE STAGGERED.
3. WHERE ALLOWABLE SHEAR VALUES EXCEED 350 POUNDS PER FOOT,
FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING
EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A
SINGLE 3 -INCH NOMINAL MEMBER. PLYWOOD JOINTAND SILL PLATE
NAILING SHALL BE STAGGERED IN ALL CASES.
4. ALL NAILS ARE COMMON OR GALVANIZED BOX (HOT DIPPED OR
TUMBLED), USE COMMON NAILS ONLY FOR SOLE PLATE NAILING.
5. LAG SCREWS SHALL PENETRATE 8 X DIAMETER INTO RIM JOIST OR
BLOCKING.
6. SILL PLATES TO BE 3X OR DBL 2X DOUGLAS FIR -LARCH U.N.O. ON
SPECIFIED SHEAR WALLS
7. ALL PANELS SHALL BE APA RATED.
8. ALL EXTERIOR WALLS UNLESS OTHERWISE SPECIFIED 7/16" OSB
EDGE NAIL 8D OR NAIL GUN 10D (3") @ 6" O.C., FIELD NAIL 8D OR NAIL
GUN 10D (3") @ 12" O.C.
*CAUTION: All current shearwall schedule
types are specified with common nails. If
shearwall nailing is to be nailed with an
automatic gun nailer, then the sinker nails
utilized should be increased two penny sizes
for each respective shearwall. Additionally, be
careful not to underdrive or overdrive all gun
nails as the shearwalls may be rejected for
diminished capacity.
PERMIT #,_
BJTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOH,
CODE C0MrL1AN(`E _
DATE
PREPARED BY
S I E R A
LOG & TIN4,13ER
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 915928
SIERRA LOG AND TIMIBER
WEB ADDRESS:
www.sierralogandtimb)er.com
PH: 530-899-06,80
FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sierralogandtimber.com
COPYRIGHT 20117
SIERRA LOG AND TIMBER
ALL RIGHTS RESERVED. NO, DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA LOG AND TIMBER
ENGINEERED BY
BLH INC.
STRUCTURAL ENGINEERING
CONSTRUCTION CONSULTING
EXPERT TESTIMONY
BARRY LEE HOUSEAL
33 Sarteano Dr. 1(949) 715-3700
Newport Coast, CA. 92657 1(949) 715-3800 fax
ENGINEER STAMP
REF: 114
PROJECT INFORMATION
HANSKI
RESIDENCE:
Current Address:
SWEDE HANSKI
P.O. BOX 1621
MAGALIA, CA. 95954
(530)990-1237
E-MAIL: SDHANSKI@(GMAIL.COM
Job Site Address:
APN #056-3401-003
LOVELOCK RD.
MAGALIA,CA. 935954
BUTTE COU�4TY
Ph: 530-538-7601
Fax: 530-538-2140
I DRAWING NOTESJREVISIONS I
01/19/17 - DESIGN CONCEPT
01/31/17 - PRE-ENGINEERIING
02/24/17 - SUBMITTAL
05/08/17 - PLAN CHECK
LOG SPECIFICATIONS
DATE SCALE
01/19/17 1/4" = 1'-0"
SHEET TITLE
HEADERS & SHEAR
POSTS IN WALL
FRAMING PLAN
SHEET NU�VIBER
S5
(2) 2X8 DF#1 HEADER
HDR1
W/ (1) 2X6 DF#2 TRIMMERS EA. SIDE
(1) 2X6 DF#2 KING POST EA. SIDE
(2) 2X8 DF#1 HEADER
HDR2
W/ (2) 2X6 DF#2 TRIMMERS EA. SIDE
(1) 2X6 DF#2 KING POST EA. SIDE
BLOCK IN FLOOR TO MATCH POSTABOVE
(2) 2X12 DF#1 HEADER
HDR3
W/ (2) 2X6 DF#2 TRIMMERS EA. SIDE
(1) 2X6 DF#2 KING POST EA. SIDE
BLOCK IN FLOOR TO MATCH TRIMMERS ABOVE
(2) 1 3/4" X 11 7/8" LVL
HDR4
W/ (2) 2X6 DF#2 TRIMMERS EA. SIDE
(1) 2X6 DF#2 KING POST EA. SIDE
BLOCK IN FLOOR TO MATCH TRIMMERS ABOVE
6x8 DF#2 POST IN WALL
68X
OPTIONAL: (4) 2x6 GANG DF#2
(W/1 OD @ 12" O.C. STAGGER)
PREPARED BY
S I E R A
LOG & TIN4,13ER
MANUFACTURING ADDRESS:
3650 MORROW LANE
CHICO, CALIFORNIA 915928
SIERRA LOG AND TIMIBER
WEB ADDRESS:
www.sierralogandtimb)er.com
PH: 530-899-06,80
FAX: 530-899-0688
EMAIL ADDRESS:
Larry@sierralogandtimber.com
COPYRIGHT 20117
SIERRA LOG AND TIMBER
ALL RIGHTS RESERVED. NO, DRAWINGS
OR BUILDING FROM THESE DRAWINGS
MAY BE REPRODUCED WITHOUT DIRECT
PERMISSION FROM SIERRA LOG AND TIMBER
ENGINEERED BY
BLH INC.
STRUCTURAL ENGINEERING
CONSTRUCTION CONSULTING
EXPERT TESTIMONY
BARRY LEE HOUSEAL
33 Sarteano Dr. 1(949) 715-3700
Newport Coast, CA. 92657 1(949) 715-3800 fax
ENGINEER STAMP
REF: 114
PROJECT INFORMATION
HANSKI
RESIDENCE:
Current Address:
SWEDE HANSKI
P.O. BOX 1621
MAGALIA, CA. 95954
(530)990-1237
E-MAIL: SDHANSKI@(GMAIL.COM
Job Site Address:
APN #056-3401-003
LOVELOCK RD.
MAGALIA,CA. 935954
BUTTE COU�4TY
Ph: 530-538-7601
Fax: 530-538-2140
I DRAWING NOTESJREVISIONS I
01/19/17 - DESIGN CONCEPT
01/31/17 - PRE-ENGINEERIING
02/24/17 - SUBMITTAL
05/08/17 - PLAN CHECK
LOG SPECIFICATIONS
DATE SCALE
01/19/17 1/4" = 1'-0"
SHEET TITLE
HEADERS & SHEAR
POSTS IN WALL
FRAMING PLAN
SHEET NU�VIBER
S5
6 (- . 0 oll�