HomeMy WebLinkAboutMP16-0003 000-000-000F i -J; -Z E51BT-Al ON5TR_UC_T_ ION-
1 J THE GARAGE AND/OR CARPORT SHALL BE SEPARATED AS REO)UIRED BY TABLE
R302.6. OPENINGS IN &Al WALLS SHALL COMPLY WITH SECTION R902.S 1
THROUGH R502.5.5.
DWELLING/GARAGEAND/OA CARPORISEPI.RATJON;pSUM BOARD OR
A FROM THE RE51PENCE i ATTICS: NOT LESS THAN 1/2 -INCH GY
EQUIVALENT APPLIED TO THE GARAGE SIDE.
B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LESS THAN
5/8-I1 TYPE X GYPSUM BOARD OR EQUIVALENT.
C. STRUCTURE(5) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION
REQUIRED BY THI5 SECTION: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUAL.
D. GARAGES LOCATED LESS THAN 9 FEET FROM A DWELLING UNIT ON THE SAME LOT:
NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE
INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THI5 AREA.
2.) UNDER -STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL
HAVE WALLS, UNDER -STAIR SURFACE t ANY SOFFITS PROTECTEZI ON THE ENCLOSED
SIDE WITH 1/2 -INCH GYPSUM BOARD. R302.1
5.) FIREBLOGKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOGKING SHALL BE PROVIDED
TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL t HORIZONTAL) t TO
FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, 1 BETWEEN A TOP STORY t THE
ROOF SPACE.
EREBLOCKNO-SHALL BE FROY_IDEDJ"OOD_-FRAME LONSTRUGTIO"-IHE FOLLOWING
LOCATIONS I'll 1.c
A. CONGEALED SPACES OF STUD WALLS t PARTITIONS, INCLUDING FURRED SPACES 1
PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLPMS:
1) VERTICALLY AT THE CEILING 6 FLOOR LEVELS.
2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET -
B. AT ALL INTERCONNECTION5 BETWEEN CONCEALED VERTICAL t HORIZONTAL
SPACES SUCH A5 OCCUR AT SOFFITS, DROP CEILINGS t COVE CEILINGS.
C. CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP t BOTTOM OF THE
RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R902.7.
D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES t WIRES AT GEILIN6 t FLOOR
LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE P,5I OF FLAME I
PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THI5 ANNULAR SPACE SHALL
NOT BE REOUIRED TO MEET THE ASTM E 1 96 REQUIREMENTS.
E. FOR THE FIREBLOGKING OF CHIMNEYS t FIREPLACES, SEE SECTION R 1003.1 9.
LIGHT VENTILATION d_HEATING:
LIGHT t VENTILATION R505:
1.) ALL HABITABLE ROOMS SHALL HAVE AN A66REGATE 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 OPENIN65 TO
THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR
SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE
MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERF -'ENT OF THE FLOOR
AREA BEING VENTILATED.
2.) ADJOINING ROOM5: FOR THE PURPOSE OF DETERMINING LIGHT d VENTILATION
REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING
ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE GOMMC>N WALL 15 OPEN t
UNOBSTRUCTED 4 PROVIDES AN OPENING OF NOT LE55 THAN CNE -TENTH OF THE
FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 BQUARE FEET. R303.2
3.) BATHROOMS: BATHROOMS, WATER CLOSET COMPARTMEl t OTHER Similar
ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT
LE55 THAN 5 SQUARE FEET, ONE-HALF OF WHICH MUST Be OPENABLE.
EXCEPTION THE GLAZED AREAS SHALL NOT BE REQUIRED WPERE ARTIFICIAL LIGHT 6
LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES
SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 GPBIC FEET PER MINUTE
CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL
CODE, CHAPTER 4.
HEATING:
1) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACIHITIES CAPABLE OF
MAINTAINING A MINIMUM ROOM TEMPERATURE OF 65-F AT A POINT 5 FEET ABOVE THE
FLOOR t 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. R303.9
CEILINGHEI(5HT5-
HABITABLE SPiACE:
HALLWAYS BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS t POl OF BASEMENTS
CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET.
R905
EXCEPTIONS:
1.) FOR ROOMS WITH SLOPED CEILINGS, AT LEAST 50 PERCENT C>F THE REQUIRED
FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST 1 FEET I NO
PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LE55 THAN
5 FEET.
2.) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET E INCHES AT THE
CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SI.OWN IN FIGURE Ill 1.
THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE
OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUEI EQUIPPED WITH A
5HOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 6 INCHES ABOVE A
MINIMUM AREA 50 INCHES BY 50 INCHES AT THE 5HOWERHEAD.
EM-F-RGENCY ESI d RESCUE;
SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMEI INGY ESCAPE t RESCUE
OPENING. R3 10. THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE
THE FLOOR t SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 S12UARE FEET.
EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5
50UARE FEET.
MINIMUMOPENING.HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES.
MINIMUKOFENNO INIDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES.
EGRE55:_
1.) AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. R31 1 THE EGRESS DOOR
SHALL BE SIDE -HINGED, t SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 92 INCHES
WHEN MEASURED BETWEEN THE FACE OF THE DOOR b THE STOP, WITH THE DOOR
OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT
BE LESS THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO
THE BOTTOM OF THE STOP.
2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR.
THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE DPOR SERVED. EVERY
LANDING SHALL HAVE A MINIMUM DIMENSION OF 56 INCHES MEASURED IN THE
DIRECTION OF TRAVEL EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE
NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-FERCENT).
3.) STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR I4IDTH AT ALL POINTS
ABOVE THE PERMITTED HANDRAIL HEIGHT t BELOW THE REOUIRED HEADROOM
HEIGHT. HANDRAIL5 SHALL NOT PROJECT MORE THAN 4.5 INGHFS ON EITHER SIDE OF
THE STAIRWAY t THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT t BELOW THE
HANDRAIL HEIGHT, INCLUDING TREADS 0 LANDINGS, SHALL NOT SE LESS THAN 3 1 1/2
INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE 6 27 INCHES WHERE HANDRAILS
ARE PROVIDED ON BOTH SIDES.
FIRE SPRINKLER_5 STEM:
1.) AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE METALLED. IRS 1 9
EXGEP_TION: AN AUTOMATIC. RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE
REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT
ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. R315.2
2.) WHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF,
SHALL BE IN ACCORDANCE WITH NEPA 1 BD OR SECTION RS 1 B.
51"llOKE ALARMS;
1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R514:
A. IN EACH SLEEPING ROOM. 8314.3.
B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS. R914.5
2.) WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN
INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN 5UCH A
MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN
THE INDIVIDUAL UNIT. III
5) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING
PROVIDED THAT SUCH WIRING 15 SERVED FROM A COMMERCIAL 6OURGE t SHALL BE
EQUIPPED WITH A BATTERY BACKUP. RS 14.4
EXCEPTIONS: SMOKE ALARMS ARE PERMITTED TO BE SOLELY EIATTERY OPERATED IN
EXISTING BUILDINGS WHERE NO CONSTRUCTION 15 TAKING PLACE
CARBON MONOXIDE ALARMS:
1.) FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE
INSTALLED IN DWELLING UNITS ! IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING
APPLIANCES ARE INSTALLED t IN DWELLING UNITS THAT HAVE ATTACHED 6ARAGES.
R315.
2.) CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS R51 5.1 t R5 15.2 SHALL BE
INSTALLED IN THE FOLLOWING LOCATIONS:
A. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOM(5).
B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS
F.G.
NOTE: HOLD TOP OF
WINDOWS AT 8'-C.",
UNLE55 NOTED OTHERWISE
16: T5:
5TAIR5LANDRAIL5 d_GUARDS
STAIR WIDTH: STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES. SPIRAL
STAIRWAYS AS PROVIDED FOR IN R51 1.1.1
STAIR HEADROOM: 5TAIRWAY5 SHALL HAVE A MINIMUM HEADROOM CLE:'RANCE OF BO
INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE or -THE NOSINGS.
SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE
LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE N'OTTOM RISER.
THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE eTAIRHAY 4
LANDING. R311.7.2
STAIR AALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC, TO THE
DIRECTION OF TRAVEL THROUGH THE TURN 4 LOCATED 12 INCHES FROM THE SIDE WHERE
THE WINDERS ARE NARROWER THE 12 -INCH DIMENSION SHALL BE MEA5UFED FROM THE
WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF
WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST GL -EAR STAIR
WIDTH OF THE ADJACENT WINDERS SHALL BE USED. R31 1.1.4
TREADS_I RISERS: STAIR TREADS 4 RISERS SHALL COMPLY WITH SECTION R51 1.-1.5:
R5 111.6 DIMENSION REFERENCE SURFACES: FOR THE PURPOSE OF TFIIS SECTION, ALL
DIMENSIONS ARE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS.
95111.5..11.'2 RISER HEIGHT 1 TREAD DEPTH: THE MAXIMUM R15ER HEIGHT SHALL BE 7
5/4 INCHES: THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES: THE MINIMUM WINDER
TREAD DEPTH AT THE WALKLINE SHALL BE 10 INCHES: 4 THE MINIMUM WINDER TREAD
DEPTH SHALL BE b INCHES. A NOSING NOT LE55 THAN 3/4 INCH BUT NOl MORE THAN
1 114 INCHES SHALL: BE PROVIDED ON STAIRWAYS WITH SOLID RISERS INHERE THE
TREAD DEPTH IS LESS THAN 1 1 INCHES.
R�91115.2. STAIR TREADS 4 RISERS SHALL BE OF UNIFORM 51ZE 4 5HAPE. THE
TOLERANCE BETWEEN THE LARGEST t SMALLEST RISER HEIGHT OR BE{WEEN THE
LARGEST 6 SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/5 INCH IN ANY FLIGHT OF
STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF
STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 9/8 INCH.
RD I-J.'L53 NOSINGS: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO
GREATER THAN 9/ 1 b INCH. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN 1
114 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST
NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE
THAN 3/5 INCH BETWEEN TWO STORIES, INCLUDING THE NOSIN6 AT THE REVEL OF
FLOORS 4 LANDINGS. BEVELING OF NOSIN65 SHALL NOT EXCEED 1/2 INCH.
EXCEPTION:
A NOSING 15 NOT REQUIRED WHERE THE TREAD DEPTH 15 A MINIMUM OF 1 1 INCHES.
STAIRWAY L.ANDIN65: THERE SHALL BE A FLOOR OR LANDING AT THE TCIP 4 BOTTOM OF
EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL
SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER
THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK
LINE 4 THE TOTAL AREA IS NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS
EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE 5TAIRHAY HAS A eTRA16HT RUN,
THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS TdAN 5b INCHES.
EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR
FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIPEO A DOOR
DOES NOT SWING OVER THE STAIRS. RS 1 1.1.6.
HANDRAILS: STAIRWAYS WITHIN DWELLING UNITS 4 SPIRAL STAIRWAYS APE PERMITTED TO
HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF
STAIRS WITH LESS THAN FOUR RISERS DOE5 NOT REOUIRE HANDRAILS. R31 1.1.6.
HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSIN65, PR FIN15H
SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LE55 THAN 94 INCHES 4 NOT MORE
THAN 98 INCHES. R51 1.7.8.1.
5RA51'5ILITY HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL MIAVE AN OUTSIDE
DIAMETER OF AT LEAST 1 1/4 INGHE5 1 NOT GREATER THAN 2 INCHES. IF THE HANDRAIL
15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMEN51ON OF AT LEAS'r 4 INCHES 4 NOT
GREATER THAN 61 /4 INCHES WITH A MAXIMUM CRO95-SECTION DIMENSION OF 21/4
INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH.
CONTINULTY; HANDRAILS FOR 57AIRNAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH
OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY
ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL
TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL
SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INGHE5 BETWEEN THE INALL 4 THE
HANDRAILS.. R3 1 1.1.8.2
EXCEPTIONS:
A. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL- POST AT THE
TURN,
S. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING 41NEL 15
ALLOWED OVER THE LOWEST TREAD.
GUARDS: WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -BIDED WALKING
SURFACES, STAIRS, RAMPS 4 LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES
MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 56
INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN
STRENGTH 1 ATTACHMENT IN ACCORDANCE WITH SECTION R512.
HEIGHT: REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INCHES HIGH; MEASURED
VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR
THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. 9312.1.2.
EXCEPTIONS:
A GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 94
INCHES MEASURED VERTICALLY FROM A LINE CONNECTIN6 THE LEADING EDGES OF
THE TREADS.
B. WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES
OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 34 INCHES 4 NOT
MORE THAN 58 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE
LEADING EDGES OF THE TREADS.
OPENIN6_LIMITATIO_NS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW
PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE
REQUIRED &LARD HEIGHT. RS 12.1.5
EXCEPTIONS:
A. FROM A HEIGHT OF 96 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS
WHICH ALLOW PASSAGE OF A SPHERE 43/8 INCHES IN DIAMETER.
B. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE
RISER, TREAD 4 BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES
IN DIAMETER
G. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH AL2 -OH PASSAGE OF
A SPHERE 45/6 INCHES IN DIAMETER.
WINDOW SILLS: IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15
LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 241NGHES
ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCI'TED.
OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW
PASSAGE OF A 4 -I1,1011 -DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN
24 INCHES OF THE FINISHED FLOOR R3 12.2.1
LEGAL REGUIREMENT5:
1.) PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT PN SITE UNTIL THE
WORK 15 COMPLETED t A FINAL INSPECTION HAS BEEN MADE. R1051
2.) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION
CERTIFICATE 15 REOUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE
PROCEEDING WITH CONSTRUCTION ABOVE. R 106.1.9.
F-OUNPA-TION 5 d_ORAINAGE:
DRAINAGE: R401.5 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A
HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FcDUNDATION WALLS.
THE &RADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET.
EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT b
INCHES OF FALL WITHIN 10 FEET. DRAINS OR SHALES SHALL BE CONSTRUCTED TO ENSURE
DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 1 D FEET OF THE
BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE
BUILDING.
FRAMIN.G_GENERAL_
1.) WOOD PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION
WITH A MINIMUM 1 /2' DIAMETER STEEL BOLTS OR OTHER APPRO'/ED ANCHORS.
BOLTS SHALL BE EMBEDDED AT LEAST 7' INTO THE CONCRETE 1 SHALL BE
SPACED NOT MORE THAN V APART. THERE SHALL BE A MINIMUM OF TWO BOLTS
PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 1 2' OR LESS THAN 4' FROM
EACH END OF THE PIECE R405. 1.6
2) PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INGHE5 BY 9 INCHES M SIZE,
SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE It TINE NUT EXCEPT
WHERE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER
15 PERMITTED TO BE DIA60NALLY SLOTTED WITH A WIDTH OF UP TO 5/1 b INCH
LARGER THAN THE BOLT DIAMETER 4 A SLOT LENGTH NOT TO EXCEED 1 5/4
INCHES, PROVIDED A STANDARD CUT WASHER 15 PLACED BETWEEN THE PLATE
WASHER t THE NUT. R602.1 1
5.) FOUNDATION PLATES OR SILLS THAT REST ON EXTERIOR FOUNDfTION HALLS 4
ARE LESS THAN b' FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR
PRESERVATIVE -TREATED WOOD.
4.) POSTS, GIRDERS, JOISTS t SUBFLOOR LOCATED IN A CRAWL SPACE MUST BE
NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LE55
THAN 1 8' OR WOOD GIRDERS ARE LESS THAN 12' ABOVE THE E)(POSED GROUND.
5.) WOOD ROOF TRUSS MEMBERS t COMPONENTS SHALL NOT BE GUT, NOTCHED,
DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN
APPROVAL OF A REGISTERED DE516N PROFESSIONAL THE TRUSS DESIGN SHALL
TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC OR PLUMBING E2OPMENT.
FLOOR FJ?AMING_
1.) CRAHL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MEGHANIGAL
MEANS OR BY OPENINGS INTO THE UNDER -FLOOR AREA WALLS. SUCH OPENINGS
SHALL HAVE A NET AREA OF NOT LE55 THAN 1 SOFT FOR EACH 150 SOFT OF
UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED 50 AS TO PROVIDE CR055
VENTILATION. SUCH OPENIN65 SHALL BE COVERED WITH CORRO51PN-RE51STANT
WIRE MESH WITH OPENINGS NOT GREATER THAN 1 /e' OR OTHER APPROVED
MATERIALS WITH THE LEAST DIMENSION OF THE COVERING NOT TO EXCEED 1/4" IN
DIMENSION. 9406
2.) CRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE ACC555 OPENING NOT
LE55 THAN 1 B' BY 24'. R405.4
W OODF-ROCZEGT_ION-
1.) PROTECTION OF WOOD 1 WOOD BASED PRODUCTS FROM DECAY SHALL ENE PROVIDED IN
THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR HOOD THAT IS
PRESERVATIVE -TREATED IN ACCORDANCE IN TH AWPA U I FOR THE SPECIE&, PRODUCT,
PRESERVATIVE 4 END USE. section I'311. PRESERVATIVES SHALL BE LISTELI IN SECTION 4 OF
AWPA U 1.
A. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR HHEN CLOSER THAN 16
INCHES OR HOOD &IRDERS HHEN CLOSER THAN 12 INGHE5 TO THE EXPOSED GROUND IN
CRAHL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE
BUILDING FOUNDATION.
B. ALL HOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASON t- EXTERIOR
FOUNDATION WALLS 4 ARE LESS THAN 81NCHE5 FROM THE EXPOSED GROUND.
G. SILLS 4 SLEEPERS ON A CONCRETE OR MA50NRY SLAB THAT IS IN DIREVT CONTACT WTH
THE &ROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE
BARRIER.
D. THE END5 OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE HALLS
HAVING CLEARANCES OF LESS THAN 1/2 INCH ON TOPS, 51VFS 4 ENDS.
E. WOOD SIDING, SHEATHING! WALL FRAMING ON THE EXTERIOR OF A BUILLIPS HAVING A
CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR LESS THAN 2 INCHES
MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, 4 51MILAR
HORIZONTAL SURFACES EXPOSED TO THE WEATHER.
F. 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 FLOOR5 OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER
(S. 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 15 APPLIED BETWEEN THE WALL 4 THE
FURRING STRIPS OR FRAMING MEMBERS.
2.) LUMBER 1 PLYWOOD REQUIRED TO BE PRESSURE -PRESERVATIVE -TREATED IN
ACCORDANCE WITH SECTION R315.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED
INSPECTION AGENCY.
5.) WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TftEAD5, HANDRAILS
4 GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED PERFORMANCE
LEVELS 4 DEMONSTRATING COMPLIANCE WITH THE PROVISIONS OF ASTM D 7032.
4.) IN AREAS 505JECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R501.2(1),
METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A COMBINATION
OF THESE METHODS:
A. CHEMICAL TERMITIGIDE TREATMENT, AS PROVIDED IN SECTION R315.2.
B. TERMITE BAITING SYSTEM INSTALLED 4 MAINTAINED ACCORDING TO THE LABEL
G. PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF
SECTION R5 1 -I. 1.
D. NATURALLY DURABLE TERMITE -RESISTANT HOOD.
E. PHYSICAL BARRIERS AS PROVIDED IN SECTION 8318.3 4 USED IN LOCATION5 AS
SPECIFIED IN SECTION 8918.1.
F. GOLD -FORMED STEEL FRAMING IN ACCORDANCE WTH SECTIONS 9505:2.1 4 Rb03.2.1.
5.) CHEMICAL TERMITIGIDE TREATMENT SHALL INCLUDE SOIL TREATMENT AND/OR FIELD
APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION A METHOD OF
TREATMENT OF THE CHEMICAL TERMITICIDE SHALL BE IN STRICT ACCORDANCE WITH THE
TERMITIGIDE LABEL.
6.) APPROVED PHYSICAL BARRIERS, SUCH AS METAL OR PLASTIC SHEETING CIR COLLARS
SPECIFICALLY DESIGNED FOR TERMITEPREVENTION, SHALL BE INSTALLED IN A MANNER TO
PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOP OF AN
EXTERIOR FOUNDATION WALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION HITH
ANOTHER METHOD OF PROTECTION.
TT I
C7RADING_AT_F(
THE GROUND IMI
ADJACENT TOT
SHALL SLOPE A!
BUILDING AT A 5
LE55 THAN 6 INC
FIRST 10 FEET (
SCALE: 1/4"- 1'-O"
F9�NDATION PLAN STRUCTURAL NOTES:
1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL
SHEETS SD 1 -SO2 FOR ADDITIONAL INFORMATION.
2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER
SHEAR WALL SCHEDULE AND TYPICAL DETAILS.
3.) RECOMMENDED MINIMUM SLAB SECTION:
A- 4" CONCRETE SLAB WITH u 3 AT 15" O.G.
SECURELY LOCATED AT MID -DEPTH OF SLAB.
B- 2" 5AND (DELETE AT EXTERIOR SLABS) -SEE
SOILS REPORT IF APPLICABLE.
G- WATERPROOF MEMBRANE (DELETE AT EXTERIOR
5LA55)-5EE 50IL5 REPORT IF APPLICABLE.
D- 4" FREE DRAINING MATERIAL-5EE SOILS REPORT
IF APPLICABLE.
E- PROPERLY PREPARED SUB(SRADE-SEE SOILS
REPORT IF APPLICABLE.
F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT
1 O' -O" O.G. EA. WAY MAX.
MAX RAMIREZ -GOLDEN SUN DE51&N - ENERGY CALC5
22189 SAMSON AVENUE, CORNIN6, CALIFORNIA 96021
4.) TYPICAL MINIMUM BEARING INALL FRAMING U.N.O.:
EXTERIOR INALL: 2X6 DF STUD AT 1 2" O.G.
UP TO 1 4'-O" LENGTH (USE A54 CLIP AT TOP
AND BOTT PLATES). 2X6 DF STUD AT 16" O.G.
UP TO 1 1'-O" LENGTH.
INTERIOR WALLS: 2X4 DF STUD AT 1 6" O.G.
5.) SEE DETAIL 6/5D 1 FOR TYPICAL STUD WALL
ELEVATION AND TYPICAL riALL OPENING SCHEDULE.
6.) PLUMBIN(S, SPRINKLER, AND MECHANICAL
SUBCONTRACTORS SHALL COORDINATE ALL INALL
PENETRATIONS riITH FRAMING SUBCONTRACTOR.
7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT
TO THE ENGINEER OF RECORD.
8.) ALL EXPOSED FRAMING SHALL BE PRESSURE
TREATED WITH TREATMENT PROCESS AND APPLICATION
APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S
WRITTEN GUIDELINES.
9.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE,
TABLE 2304.9.1, UNLESS NOTED OTHERWISE.
EMAIL ADDRESS: Ryland®SummltChlao.com
PERMIT #BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
COj COMPLICE
DATE ? BY -7-I&6
REVIEWED
FOR CODE COMPLIANCE
JUL 2 8 2016
TRB AND ASSOCIATES
ARCH E 1
30"x42'.
O"X42'.
WHILE EVERY ATTEMPT HAS
BEEN MADE IN THE
PREPARATION OF THIS PLAN
TO AVOID MISTAKES, THE
MAKER CANNOT GUARANTEE
AGAINST HUMAN ERROR.
BUILDING CONTRACTOR /
TOME OWNER TO REVIEW AND
VERIFY ALL DIMENSIONS,
SPECS, AND CONNECTIONS
BEFORE CONSTRUCTION
BEGINS.
DrtArtlH4 eY:
(650)891-0385
19 YLI,MORC YALLCY ROAD
CHKO, GLWORNII. 95913
LYNN9MITH520ATT.NET
GALLS BY:
(j 60LDEN SUN
`7 MAX
RAMIRCZ
<'rNo. /5698`' r
ClV14/
7/13/2016
THESE PLANS HAVE
BEEN REVIEWED
ONLY FOR
COMPLIANCE WITH
ATTACHED
STRUCTURAL
CALCULATIONS.
THE EN6INEER'5
STAMP ON THI5
PLAN 15 VALID
ONLY WITH A
LETTER SIGNED BY
THIS ENGINEER FOR
EACH UNIQUE BUILD.
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474 SgFt TOTAL
DATE:
7/13/2016
SCALE:
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OWNER: SHUTTER HOMES, INC pl L ly 7 99 SYCAMORE VALLEY ROAD,
(550)ADDRE S: 5ashV (550)570-6400 DELL 7ILL1 �1 (590) OA95913
EMAIL ADDRESS: SashiDog®MSNvom _ • (530)097-0505 WORK
ROOF 4 -CEILING rRAMING_.
1.) ATTIC VENTILATION: ATTICS 6 ENCLOSED RAFTER SPACES SHALL HAVE
GROSS VENTILATION FOR EACH SEPARATE SPACE A MINIMUM OF 1"OF
AIRSPACE 15 REQUIRED BETWEEN THE INSULATION I THE ROOF SHEATHING. THE
NET FREE VENTILATINS AREA SHALL NOT BE LE55 THAN 1/150 OF THE AREA
OF THE SPACE VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE
UPPER PORTION OF THE SPACE / THE BALANCE PROVIDED BY SOFFIT VENTS.
R806
2.) THE MINIMUM NET FRET VENTILATING AREA MAY BE REDUCED TO 1 /300 OF
THE AREA WHEN AT LEAST 40% / NOT MORE THAN 50% OF THE REQUIRED
VENTILATORS ARE LdCATED IN THE UPPER PORTION OF THE ATTIC OR
RAFTER SPACE. R806.2
3.) ATTIC, ACCE55: AN OPENING NOT LESS THAN 20" BY 50" SHALL BE PROVIDED
TO ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 50'. A 30" MINIMUM CLEAR
HEADROOM IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE ACCESS
OPENING. R801.1
SAFETY GLAZINCe-
HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWING:
1.) GLAZING IN SWINGING D100R5 EXCEPT JALOUSIES, IN FIXED / OPERABLE PANELS
OF SLIDING DOOR t BIFOLD ASSEMBLIES, 6 GLAZING IN STORM DOORS.
2J GLAZING IN DOORS 6 ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS d SNOWER5, 4 GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING 15 LESS WAN 60" ABOVE A STANDING SURFACE.
5.) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR
WHERE THE NEAREST EKPOSED EDGE OF THE GLAZING 15 WITHIN A 24' ARG OF
EITHER A VERTICAL EDISE OF THE DOOR IN A CLOSED POSITION 6 W HERE THE
BOTTOM EXPOSED EDeE OF THE GLAZING 15 LESS THAN 60ABOVE THE
WALKING SURFACE. THI6 PROVISION DOES NOT APPLY WHEN THERE 15 AN
INTERVENING WALL BETWEEN THE DOOR 6 GLAZING, WHERE ACCESS THROUGH
THE DOOR 15 A CLOSET S' OR LESS IN DEPTH, OR TO GLAZING IN WALLS
PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION, OTHER
THAN THE W ALL TO W AF DS WHICH THE DOOR S W IN65.
4.) GLAZING WHERE THE INDIVIDUAL PANE 15 GREATER THAN 9 SOFT, HAS A
BOTTOM EDGE LE55 TItAN 16' ABOVE THE FLOOR I A TOP EDGE GREATER
THAN S6" ABOVE THE FLOOR, 115 ADJACENT TO A WALKING SURFACE.
5.) GLAZING ADJACENT TCI STAIRWAYS, LANDINGS 6 RAMPS WITHIN 96"
HORIZONTALLY OF A WALKING SURFACE, WHEN THE EXPOSED SURFACE OF THE
GLASS 15 LE55 THAN 6()" ABOVE THE PLANE OF THE ADJACENT WALKING
SURFACE.
6.) GLAZING ADJACENT Td STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM
TREAD OF A STAIRWAI IN ANY DIRECTION, WHEN THE EXPOSED SURFACE OF
THE GLASS 15 LE55 THAN 60" ABOVE THE NOSE OF THE TREAD.
SITE-_ PPR_EE75:
BUILDINGS SHALL HAVE APPROVED ADDRE55 NUMBERS, BUILDING NUMBERS OR
APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE 1
VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL
CONTRAST WITH THEIR BACKNROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS
OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES WITH A MINIMUM
STROKE WIDTH OF 1/2 INCH. MHERE ACCESS 15 BY MEANS OF A PRIVATE ROAD / THE
BUILDING ADDRE55 CANNOT ISE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR
OTHER SIGN OR MEANS SHALL- BE USED TO IDENTIFY THE STRUCTURE. R3 i 9.1.
GREEN.PLANNING b DE51ON:
DURING CONSTRUCTION, ONE (:)R MORE OF THE FOLLOWING MEASURES SHALL BE
IMPLEMENTED TO PREVENT FHOODING OF THE ADJACENT PROPERTY, PREVENT EROSION
6 RETAIN 501L RUNOFF ON THE SITE 4.106.1:
A. RETENTION BASINS OF 6UFFIVENT SIZE SHALL BE UTILIZED TO RETAIN STORM
WATER ON THE SITE.
B. WHERE STORM WATER 15 CONVEYED TO A PUBLIC, DRAINAGE SYSTEM, COLLECTION
POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE
OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE
ENFORCING AGENCY.
G. COMPLIANCE WITH A LAI"IFVLLY ENACTED STORM WATER MANAGEMENT
ORDINANCE.
METHODS TO MANAGE SURFACE WATER INCLUDE: 5101ALE5, WATER COLLECTION /
DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS I OTHER WATER
MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS / AID IN
GROUNDWATER RECHARGE. 4.106.9
WATER EF JOIENG'Y 6 GONSERVAASON-
INDOOR WATER CONSERVING PLUMBING FIXTURES / FITTINGS, SHALL COMPLY WITH THE
FOLLOWING 4.509.1:
A. WATER CLOSETS: 1.28 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME
OF DUAL FLUSH TOILET615 THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO
REDUCED FLUSHES s ONE FULL FLUSH. 4.903.1.1
B. URINALS: NOT TO EXCEED 0.5 GALLONS PER FLUSH. 4.909.1.2
C. SINGLE SHOWERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80
P5I. 4.303.1.5
D. MULTIPLE SHOWERHEAdS SERVING ONE SHOWER: THE COMBINED FLOW RATE OF
ALL 5HOWERHEAD5 ANP/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE
VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER
SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION
AT A TIME. NOTE: A HARD -HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD.
E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL
LAVATORY FAUCETS Sl1ALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. THE
MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LE55
THAN 0.6 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.1
F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT
EXCEED te, GALLONS EER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY
TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO
EXCEED 2.2 GALLONS E'ER MINUTE AT 60 PSI, / MUST DEFAULT TO A MAXIMUM FLOW
RATE OF 1.8 GALLONS PER MINUTE AT bO PSI. NOTE: WHERE COMPLYING FAUCETS
ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE
REDUCTION. 4.90 3.1.4.4
OUTDOOR IRRIGATION CONTFOLLER5 4.304.1: AUTOMATIC, IRRIGATION SYSTEM
CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER / INSTALLED AT THE TIME
OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING:
A. CONTROLLERS SHALL 15E WEATHER- OR 50IL MOISTURE -BASED CONTROLLERS
THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANCES IN PLANTS'
NEEDS AS WEATHER CONDITIONS CHANGE.
B. WEATHER -BASED GONiROLLER5 WITHOUT INTEGRAL RAIN SENSORS OR
COMMUNICATION 5Y5TEM5 THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A
5EPARATE WIRED OR y4IRELESS RAIN SENSOR WHICH CONNECTS OR
COMMUNICATES WITH THE CONTROLLER(W.50I1- MOISTURE -BASED CONTROLLERS
ARE NOT REWIRED TO HAVE RAIN SENSOR INPUT.
MATERIAL a0NeF-RR ZION__BBESOURGE_EF�IGIENG_Y_:
1.) RODENT_PROOFIN(S: ANNULAR SPACES AROUND PIPES, ELECTRIC, GABLES,
CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS
SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH
OPENINGS WITH GEMENT MCRTAR, CONCRETE MASONRY OR A SIMILAR METHOD
AGGEPTABLE TO THE ENFORCING AGENCY. 4.406.1
2.) CON5TRUGLO"ASTE__MANA6EMENT: RECYCLE AND/OR SALVAGE FOR REUSE A
MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION 6 DEMOLITION
WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET
A MORE STRINGENT LOCAL CONSTRUCTION / DEMOLITION WA5TE MANAGEMENT
ORDINANCE, 4.408.1
EXCEPSIONS:
A. EXCAVATED SOIL 1 LAND -CLEARING DEBRIS.
B. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL
AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH
THIS ITEM DO NOT EX16T OR ARE NOT LOCATED REASONABLY CLOSE TO THE
JOBSIT .
G. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS
SECTION WHEN ISOLAI ED JOB 5ITE5 ARE LOCATED IN AREAS BEYOND THE HAUL
BOUNDARIES OF THE INVERSION FACILITY.
9.) CONSTRUCTION WA5TE MAN66EMENTPLAN: SUBMIT A CONSTRUCTION WASTE
MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS A THROUGH E THE CONSTRUCTION
WASTE MANAGEMENT PLAN 514ALL BE UPDATED AS NECESSARY I SHALL BE AVAILABLE
DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 4.406.2
A IDENTIFY THE CONSTRUCTION I DEMOLITION WASTE MATERIALS TO BE DIVERTED
FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR
FUTURE USE OR SALE,
B. SPECIFY IF CONSTRUCTION 1 DEMOLITION WASTE MATERIALS WILL BE 5ORTED
ON-SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM).
C. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION / DEMOLITION WASTE
MATERIAL WILL BE TAKEN.
D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF
CONSTRUCTION 1 DEMOLITION WASTE GENERATED.
E. SPECIFY THAT THE AMOUNT OF CONSTRUCTION 1 DEMOLITION WASTE MATERIALS
DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH.
4.) WA5TE MANAGEMENT_GOMP_ANY: UTILIZE A WASTE MANAGEMENT COMPANY,
APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE
DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION! DEMOLITION WASTE
MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE: THE
OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION /
DEMOLITION WASTE MATERIAH5 WILL BE DIVERTED BY A WASTE MANAGEMENT
COMPANY.
5.) WA5TE STREAM _REDUGTL%N Al-TE_RNATIVE: PROJECTS THAT GENERATE A TOTAL
COMBINED WEIGHT OF CONSTRUCTION 6 DEMOLITION WA57E DISPOSED OF IN LANDFILLS,
WHICH DO NOT EXCEED FOUR (4) LBSYSQ. FT. OF THE BUILDING AREA SHALL MEET THE
MINIMUM 50 PERCENT CONSTF•UCTION WA5TE REDUCTION REQUIREMENT IN 5ECTION
4.408.1.
6.) DOCVMENTATLON: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING
AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.406.2, ITEMS 1 THROUGH
5, SECTION 4.406.3 OR SECTION 4.408.4.
A. SAMPLE FORMS FOUNC IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING
STANDARDS CODE (RESIDENTIAL)- LOCATED AT W WNACD.CA.GOV/
CALGREEN.HTML MAY FIE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH
THIS SECTION.
B. MIXED CONSTRUCTION `DEMOLITION DEBRIS (GID) PROCESSORS CAN BE
LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCE5 RECYCLING 6
RECOVERY(CALRECYCLE).
7J OPERATION) MA1NTENANeE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL,
COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE
ENFORCING AGENCY WHICH IN4,LUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE
BUILDING:
1. DIRECTIONS TO THE CNNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN
WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE.
2. OPERATION / MAINTEHANCE INSTRUCTIONS FOR THE FOLLOWING:
A. EQUIPMENT 1 APPLIANCES, INCLUDING WATER -SAVING DEVICES I SYSTEMS,
HVAC SYSTEMS, WATER -HEATING SYSTEMS 6 OTHER MAJOR APPLIANCES 1
EQUIPMENT.
B. ROOF 1 YARD DRAINAGE, INCLUDING GUTTERS / DOWNSPOUTS.
G SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS / AIR FILTERS.
D. LANDSCAPE IRRIGATION SYSTEMS.
E. WATER REUSE 5751 EMS.
3. INFORMATION FROM LOCAL UTILITY, WATER 1 WASTE RECOVERY PROVIDER5 ON
METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE
PROGRAMS/LOCATIONS
4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA.
5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE
HUMIDITY BETWEEN 30-bO PERCENT t WHAT METHODS AN OCCUPANT MAY USE TO
MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE.
b. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE / IRRIGATION DESIGN 1
CONTROLLERS WHICH CONSERVE WATER
7. INSTRUCTIONS FOR MAINTAINING GUTTERS / DOWNSPOUTS I THE IMPORTANCE OF
DIVERTING WATER AT LEAST 9 FEET AWAY FROM THE FOUNDATION.
5. INFORMATION ON RECIVIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT
NOT LIMITED TO, CAULKINP, PAINTING, GRADING AROUND THE BUILDING, ETC.
9. INFORMATION ABOUT STATE SOLAR ENERGY I INCENTIVE PROGRAMS
AVAILABLE.
10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE
ENFORCING AGENCY OR 1HIS CODE.
.fir _ ..._.-.T-- I 1.. �_.
ROOF PLf N 5-T];-ZUSZU�.-IOOSE5:
1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL
SHEETS 5D 1-5D2 FOR ADDITIONAL INFORMATION.
2.) TYPICAL ROOF SHEATHING (UNO): 5/8" THICK, APA,
TECO, OR PITTSBURGH RATED SHEATHING, SPAN
RATING 40/20, EXPOSURE 1 STRUCTURAL PANELS,
APPLIED WITH LONG DIMENSION ACROSS SUPPORTS
AND ADJACENT PANELS STAGGERED WITH 4' ENDS
OFFSET 4'. EDGE NAIL WITH 8d COMMON OR
EQUIVALENT (0.1 3 1"VIA X 2 1/2") AT b" O.G. AT ALL
PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING
AND WHERE INDICATED ON PLAN. FIELD NAIL AT 1 2" O.G.
PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY
PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS
PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT
ABUTTING PANEL EDGES.
3.) ROOF SHEATHING WHERE INDICATED ON PLAN SHALL BE
A5 PER NOTE 3 WITH ALL EDGES BLOCKED, AND 8d
COMMON RINK SHANK NAILS OR EOUIV. (0.1 3 1"DIA X
2 1/2") AT 4" O.G. AT ALL DIAPHRAGM BOUNDARIES
AND b" O.G. AT ALL OTHER PANEL EDGES.
4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L
#2 UNO.
5.) PROVIDE 4X6 POST MIN. U.N.O. AT ALL BEAM AND BRACE
BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION.
6.) ROOF FRAMING NOTE:
"PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS,
AND RIDGES AT ALL BEARING WALLS AND BEAMS BELOW.
GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT
TO THE CONVENTIONAL FRAMING REQUIREMENTS OF
THE CALIFORNIA BUILDING CODE (GBG 2308.10).
PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND
CONNECTIONS SHALL BE PROVIDED BY THE
CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING
ALL GRAVITY AND WIND LOADS TO THE FOUNDATION.
THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY:
A- RAFTER MAXIMUM SPANS:
L 2X6 DF -L#2 AT 24' O.G.: 9'-b"
2. 2X6 DF -L#2 AT 16'0.0.: 12'-0"
3. 2X6 DF -L#2 AT 12* O.G.: 13'-0"
4. 2X8 DF -L#2 AT 24'0.r,.: 13'-0"
5. 2X8 DF -L#2 AT 1 6" O.G.: 15'-6"
6. 2X 10 DF -L#2 AT 24" O.G.: 1 6'-9"
B- MINIMUM BRACE SIZE - 2X6
G- MAXIMUM BRACE SPACING - W -O" O.G.
D- PURLIN SIZE SHALL MATCH THE SUPPORTED
RAFTER 51ZE U.N.O.
E- CEILING JOIST MAXIMUM SPANS AT 16'0.0.:
1. 2X4 DF -L#2: 8'-9"
2. 2X6 DF -L#2: 12'-10"
3. 2X8 DF -L#2: 1 b'-3" (SOLID ELK MIDSPAN)
4. 2X 10 DF -L#2: 1 9'-1 O" (SOLID BLK AT 8'-0" O.G.)
F- TYPICAL HIP/VALLEY MAX SPAN BETWEEN SUPPORTS.
L 2X8 DF -L#2: 10'-6"
2. 2X 1 O DF -L# 1 : 13'-0"
3. 1 3/4 X7 114 LVL: 15' -6 -
SEE
5'-6"SEE DETAILS 8/502 AND 9/502 FOR TYPICAL
HIP/VALLEY BRACES.
G- TYPICAL RIDGE 2X 10 DF#2 U.N.O. WITH 4'-O" MAX
SPAN BETWEEN SUPPORTS. SEE DETAILS 7/5D2
FOR TYPICAL RIDGE BRACES.
7.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM,
BEAM TO BEAM, BEAM TO POST, AND P05T TO POST
CONKS WITH (2) ST22 STRAPS MIN. AND A55 CLIPS,
U.N.O. PER PLAN AND DETAILS.
b.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND
FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT
TO THE ENGINEER OF RECORD.
9.) ALL EXPOSED FRAMING SHALL BE PRESSURE
TREATED WITH TREATMENT PROCESS AND APPLICATION
APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S
WRITTEN GUIDELINES.
10.) PROVIDE METAL HANGERS PER 8/5D 1 AS REQUIRED,
UNLE55 NOTED OTHERWISE.
1 1.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN
COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE,
TABLE 2304.9.1, UNLESS NOTED OTHERWISE.
SCALE: 1/4"- 1'-O"
2"X LEDGER.
TYP.
.XB„
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I
6`X6"
TRIMMER
FA50IA_4. GUTTER:.
CONNECT TO 2"x3'
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C,F-lL1NS7 JO1ST5-0-6�!C�
1 /2' GYP. BD. FINISH BELOW
MAX RAMIREZ - GOLDEN %,, DESIGN - ENERGY CALLS
221 B9 BAMSDN AVE-1NUE, CORNING, CALIFORNIA 96021
4PHONE: (530) 921-242 DELL
t1;� EMAILADDRE55: M880CtydMamadOm
PJI R_L1L•I
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ROOF -BRACING
2"X6" O 46' C/C
4" CONCRETE SLAB
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CONTINUOUS
RIDGE VENT
1/2" GYP. BD.
4"x4
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ATTIC INSULATION
ASPER ENERGY CALLCS
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5/8" GYP. BD.
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WHILE EVERY ATTEMPT HAS
BEEN MADE IN THE
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MAKER CANNOT GUARANTEE
AGAINST HUMAN ERROR.
BUILDING CONTRACTOR /
HOME OWNER TO REVIEW AND
VERIFY ALL DIMENSIONS,
SPECS, AND CONNECTIONS
BEFORE CONSTRUCTION
BEGINS.
AAIN6 BY:
(590)891-0565
1 9 YGAMORE VALLIY ROAD
CHCO, GALIEORNIA 95915
LYNNBMITH5 Z OATT.NET
BNERGY CALCS BY:
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7/13/2016
THESE PLANS HAVE
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ATTACHED
STRUCTURAL
CALCULATIONS.
THE ENGINEER'S
STAMP ON THIS
PLAN IS VALID
ONLY WITH A
LETTER SIGNED BY
THIS ENGINEER FOR
EACH UNIQUE BUILD.
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OWNER: SHUSTER HOMES, INC. �~ u" ISI 199 bYCAMORE VALLEY ROAD,
(53O) 894-0894 OFFICE (530! 510-6400 CELL ',,1111 CHICO, OA 959-13
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LANDINGS:
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SCREEN DOOR, DOES NOT 5W INC OVER THE THE LANDIN6.
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O:\Users\.ynn\Document,\CHlef Xe Plans\Schuster - Florence Plan\Sehuater PlanJayout+h LYNN 5MITH-DRAFTIN6
OWNER: SHUSTER HOMES, INC. �~ u" ISI 199 bYCAMORE VALLEY ROAD,
(53O) 894-0894 OFFICE (530! 510-6400 CELL ',,1111 CHICO, OA 959-13
EMAIL ADDRESS: 5aahlDog0M514.ccm n.a • (590)891-0585 WORK
ENVIRONMENTAL QUALITY:
SECTION 4.501.: MEANS OF REDUCING THE QUANTITY OF AIR CONTYMINANTS THAT ARE ODOROUS,
IRRITATING AND/OR HARMFUL TO THE COMFORT 4 WELL BEING OFA BUILDING'S INSTALLERS, OCCUPANTS 4
NEIGHBORS.
1d FIREPLACES: 4.505.1 ANY INSTALLED GAS FIREPLACE SHALL E'E A DIRECT -VENT SEALED -COMBUSTION
TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION
LIMITS WHERE APPLICABLE. WOODSTOVES, PELLET STOVES! FIRFFLAGES SHALL ALSO COMPLY WITH
APPLICABLE LOCAL ORDINANCES.
2.) POLLUTANT CONTROL: 4.504.1 COVERING OF DUCT OPENINGS 6 PROTECTION OF MECHANICAL
EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE
CONSTRUCTION 51TE 4 UNTIL FINAL STARTUP OF THE HEATING, COOLING 4 VENTILATING EQUIPMENT, ALL DUCT
t OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL Be COVERED WITH TAPE, PLASTIC,
SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF
WATER, DUST 4 DEBRIS, WHICH MAY ENTER THE SYSTEM.
S.) FINISH MATERIAL POLLUTANT CONTROL: 4.504.2 FINISH MATERIALS SHALL COMPLY WITH THIS SECTION.
4.504.2.1 ADHESIVES, SEALANTS 6 CAULKS. ADHESIVES, SEALANTS 6 CAULKS USED ON THE PROJECT SHALL
MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLreS MORE STRINGENT LOCAL OR REGIONAL
AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY:
A ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, 6
CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY
MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR 5GA0MD RULE 1 165 VOO LIMITS, AS SHOWN
IN TABLE 4.504.1 OR 4.504.2, A5 APPLICABLE. SUCH PROCUCTS ALSO SHALL COMPLY WITH THE
RULE 1 16 5 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE
DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE 6 TRICHLOROETHYLENE), EXCEPT FOR
AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW
B. AEROSOL ADHESIVES, 6 SMALLER UNIT SIZES OF ADHE5IVE6, d SEALANT OR CAULKING COMPOUNDS
(IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT 1NEI6H MORE THAN 1 POUND t DO NOT
CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL OOMPL4 WITH STATEWIDE VOC STANDARDS t
OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OP CERTAIN TOXIC COMPOUNDS, OF
CALIFORNIA CODE OF REGULATIONS, TITLE 1r, COMMENCING WITH SECTION 94507.
4.) PAINTS 4 COATINGS: 4.504.2.2 ARCHITECTURAL PAINTS 6 COATINGS SHALL COMPLY WITH VOC LIMITS IN
TABLE 1 OF THE ARE ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3,
UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT
MEET THE DEFINITIONS FOR THE SPECIALTY COATIN65 CATEGORIES LISTED IN TABLE 4.504.5 SHALL BE
DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING,
BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.36, 6 437 OF THE 2007 CALIFORNIA AIR
RESOURCES BOARD, SUGGESTED CONTROL MEASURE, 4 THE CORRESPONDING FLAT, NONFLAT OR
HONFLAT-HIGH GLOSS VOG LIMIT IN TABLE 4.504.3 SHALL APPLY
5.) AEROSOL PAINTS 6 COATINGS: 4.504.2.5 AEROSOL PAINTS A COATINGS SHALL MEET THE PRODUCT -
WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(5) t OTHER REQUIREMENTS, INCLUDING
PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS 6 OZONE DEPLETING SUBSTANCES, IN SECTIONS
94522(C)(2) 6 (0)(2) OF CALIFORNIA GORE OF REGULATIONS, TITLE 11, COMMENCING WITH SECTION
94520; 6 IN AREAS UNDER THE JUR15PIC-TION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT
ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8,
RULE 49.
0 VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT
THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE
FOLLOWING:
A. MANUFACTURER'S PRODUCT SPECIFICATION.
B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS -
7J CARPET SYSTEMS: 4.504.5 ALL CARPET INSTALLED IN THE BUIL-DINS INTERIOR SHALL MEET THE TESTING
t PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING:
A. CARPET 4 RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM
B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,'STANDARP METHOD FOR THE TESTING 4
EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING
ENVIRONMENTAL CHAMBERS,' VERSION 1.1, FEBRUARY 2010 (AKA SPECIFICATION O 1 550J
C. N5F/ANSI 140 AT THE GOLD LEVEL.
D. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTABETM GOLD.
8.) CARPET CUSHION: 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET
THE REQUIREMENTS OF THE CARPET t RU6 INSTITUTE'S GREEN LAEEL PROGRAM.
9J CARPET ADHESIVE: 4.504.9.2 ALL CARPET ADHESIVE SHALL MEET THE REOUIREMENT5 OF TABLE
4.504.1.
10.) RESILIENT FLOORING SYSTEMS: 4.504.4 WHERE RE51LIENT FLOORING IS INSTALLED, AT LEAST 80
PERCENT OF FLOOR AREA RECEIVIN6 RESILIENT FLOORING SHALH COMPLY WITH ONE OR MORE OF THE
FOLLOWING:
A VOC, EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS)
HIGH PERFORMANCE PRODUCTS DATABASE.
B. PRODUCTS COMPLIANT WITH CHPS CRITERIA CERTIFIED UNDER THE GREENWARD CHILDREN 4
SCHOOLS PROGRAM.
C. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCU FLOOR SCORE
PROGRAM.
D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,'STANDARD METHOD FOR THE TESTING 6
EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING
ENVIRONMENTAL CHAMBERS," VERSION 1.1, FEBRUARY 2(7 10 (AKA SPECIFICATION O 1 S50).
1 1.) COMPOSITE WOOD PRODUCTS. 4.504.5 HARDWOOD PLYWOOD, PARTICLEBOARD 4 MEDIUM DENSITY
FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL
MEET THE REQUIREMENTS FOR FORMALDEHYDE AS 5PEGIFIED IN ORB'S AIR TOXIC5 CONTROL MEASURE
FOR COMPOSITE WOOD (1 7 OCR 95120 ET SEQ), BY OR BEFORE THE DATES SPECIFIED IN THOSE
5ECTIONS, AS SHOWN IN TABLE 4.504.5.
12J DOCUMENTATION: 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS
REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE
FOLLOWING:
A. PRODUCT CERTIFICATIONS d SPECIFICATIONS.
B. CHAIN OF CUSTODY CERTIFICATIONS.
C. PRODUCT LABELED 4INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION
(SEE CCR, TITLE 17, SECTION 93120, ET SEOJ.
D. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE F5-1 OR PS -2 STANDARDS OF THE
ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN ASINZS 2269 OR EUROPEAN 636 35
STANDARDS.
E. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY.
SECTION_ 4.5O5:JNTERIOR.M015TLRE_CONIROL_
15.) CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A
VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 19 OR CONCRETE 5LAB-ON-61ROUND
FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE GALIFCIRNIA RESIDENTIAL CODE, CHAPTER 5,
SHALL AL50 COMPLY WITH THI5 SECTION.
14.) CAPILLARY BREAK: 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT
LEAST ONE OF THE FOLLOWING:
A. A 4 -INCH -THICK (1 O 1,6 RNRN) BASE OF L/ZINCH (12.1 NIM) OR LARGER CLEAN AGGREGATE
SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE 4 A
CONCRETE MIX DESIGN, WHICH MILL ADDRESS BLEEDING+. SHRINKA(SE, 6 CURLING, SHALL BE
USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 302.2R-06.
B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY.
C. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL.
15.) MOISTURE CONTENT OF BUILDING MATERIALS: 4.505.3 BUILDING MATERIALS WITH VISIBLE SISNS OF
WATER DAMAGE SHALL NOT BE INSTALLED. WALL 4 FLOOR FRAMIH6 SHALL NOT BE ENCLOSED WHEN THE
FRAMING MEMBERS EXCEED 1 9 -PERCENT MOISTURE CONTENT. M4715TURE CONTENT SHALL BE VERIFIED IN
COMPLIANCE WITH THE FOLLOWING:
A. 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE
MOISTURE METER EQUIVALENT MOISTURE VERIFICATION METHODS MAY Be APPROVED BY THE
ENFORCING AGENCY 4 SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS CODE.
B. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (b 1 O MM) TO 4 FEET (12 1 9 MM) FROM
THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIEIP-
G. AT LEAST THREE RANDOM MOISTURE READINGS SHALL Be PERFORMED ON WALL 4 FLOOR
_ FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCINS AGENCY PROVIDED AT THE TIME
OF APPROVAL TO ENCLOSE THE WALL 4 FLOOR FRAMING.
D. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE
REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET -
APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING
RECOMMENDATIONS PRIOR TO ENCLOSURE.
SECTION 4.506�NDQORAIRS.UALITY_f EXHAUST -
1 6.) BATHROOM EXHAUST FANS. 4.506.1 EACH BATHROOM 5HAI.L BE MECHANICALLY VENTILATED 4
SHALL COMPLY WITH THE FOLLOWING:
A. FANS SHALL BE ENERGY STAR COMPLIANT 4 BE DUCTED TO TERMINATE OUTSIDE THE BUILDING.
UNLE55 FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE
CONTROLLED BY A HUMIDITY CONTROL
B. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY
RANGE OF LESS THAN OR EQUAL TO 50 PERCENT TOY MAXIMUM OF 80 PERCENT. A HUMIDITY
CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.
G. B. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN 415 NOT
REQUIRED TO BE INTEGRAL (I.E. BUILT-IN).
D. NOTES: FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A
BATHTUB, SHOWER, OR TUB/SHOWER COMBINATION. LIGHTING INTEGRAL TO BATHROOM
EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE.
5E OSJON_4.501L--ENY)RO_NMENTAL COMFORT
IT) HEATING 4 AIR-CONDITIONING SYSTEM DESIGN: 4.507.2 HEATING 4 AIR-CONDITIONING SYSTEMS SHALL
BE SIZED, DESIGNED 4 HAVE THEIR EQUIPMENT SELECTED USING THF FOLLOWING METHODS:
A. THE HEAT LOSS 4 HEAT GAIN IS ESTABLISHED ACCORDING TO AN51/ACCA 2 MANUAL J-2004
(RESIDENTIAL LOAD CALCULATION), A5HRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN
SOFT W ARE OR METHODS.
B. DUCT SYSTEMS ARE SIZED ACCORDING TO AN51/AGCA 1 JANUAL D-2009 (RESIDENTIAL DUCT
SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.
C. SELECT HEATING 6 COOLING EQUIPMENT ACCORDING TO AN51/AGCA S MANUAL 5-2004
(RESIDENTIAL EQUIPMENT 5ELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS.
EXCEPTION_ USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION
ARE ACCEPTABLE
INSTALLER 4 SPACIAL IN5PECTORS:_
INSTALLER TRAINING: 702.1 HVAC SYSTEM INSTALLERS SHALL Be TRAINED 4 CERTIFIED IN THE PROPER
INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS 4 EQUIPMENT BY A NATIONALLY OR REGIONALLY
RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED fERSON5 MAY PERFORM HVAC
INSTALLATIONS W HEN UNDER THE DIRECT SUPERVISION 4 RESPONSIBILITY OF A PERSON TRAINED 4 CERTIFIED
TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALH HVAC SYSTEMS. EXAMPLES OF
AGGEPTABLE HVAC TRAINING 4 CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE
FOLLOWING:
1. STATE CERTIFIED APPRENTICE5HIP PROGRAMS.
2. PUBLIC UTILITY TRAINING PROGRAMS.
S. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR
VERIFICATION ORGANIZATIONS.
4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS
5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.
5PECIALIN5PECTION: 702.2 WHEN REQUIRED BY THE ENFORCING ASENCY, THE OWNER OR THE
RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL IN5PECTOR5
TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE.
SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING
AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER
CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCIN6 AGENCY, THE FOLLOWING
CERTIFICATIONS OR EDUCATION MAY Be CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE
QUALIFICATIONS OF A SPECIAL INSPECTOR:
1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILPING PROGRAM OR STANDARD
PUBLISHER.
2. CERTIFICATION BY A STATEW IDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS
HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, 4 HOME ENERGY AUDITORS.
3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE
APPROPRIATE TRADE.
4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.
NOTES:
1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE
MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THI5 CODE.
2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE C4LIFORNIA ENERGY COMMISSION (CEC)
TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS).
WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE
OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER
DUTIES NECE55ARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL
DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR
TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A
CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED
BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB
FUNCTION, AS DETERMINED BY THE LOCAL AGENCY.
NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTRIES WITH NO FINANCIAL INTEREST IN THE
MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANI%E WITH THI5 CODE.
DOCUMENTATION: 703.1 DOCUMENTATION USED TO SHOW COMPLIAHCE WITH THIS CODE SHALL INCLUDE BUT
15 NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER
CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTA5LE TO THE ENFORCING AGENCY
WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL
INSPECTION 15 NECESSARY TO VERIFY COMPLIANCE, THAT METHOD dF COMPLIANCE WILL BE SPECIFIED IN
THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. A RESIDENTIAL MANDATORY
MEASURES CHECKLIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT.
ROOF PLY
1 1 15"X 1 1 /8' ANGLE
W/ (2) 114" X 2" LON6
3/8" DIA. LAG BOLTS INTO TOP
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4 WA5HERS.
1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS.
2. PROVIDE A WORK PLATFORM 30" WIDE IN FRON-r OF THE ENTIRE
FIREBOX SIDE.
S. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED
AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE
PROVIDED NEAR THE FURNACE.
HVAC CONNECTION VETAIL
SCALE: 1/2". 1'-0"
1
4
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DOWNSPOUT
CONNECT TO
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® _4'x_5RACE
E
R DIF' GTIONS.
\1 1/8"X 1 1/8"
ANGLE W/ NUTS
4 WA5HERS.
1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS.
2. PROVIDE A WORK PLATFORM 30" WIDE IN FRON-r OF THE ENTIRE
FIREBOX SIDE.
S. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED
AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE
PROVIDED NEAR THE FURNACE.
HVAC CONNECTION VETAIL
SCALE: 1/2". 1'-0"
1
4
TYP.
DOWNSPOUT
CONNECT TO
YARD DRAIN
DOWN5P-OUT
CONNECT TO
YARD DRAIN
DOWNSPOUT
CONNECT TO
YARD DRAIN
BLOCK DIAPHRAGM
PER NOTE 3, TYP. AT
SHADED AREA.
STRAP BEAM_TO 5TRAF BEAM_TO
WALL-F-RAMING 1NALL_FRAMIN6
PER 1 7/SD2, TYP. AT PER 1 -I/SD2, TYP. AT \
COVERED PORCH COVERED PORCH
3 1/2'x
-----------
11 7/8"LVL
6:12
PITCH
/CsZ42
b"x 1 2" DF#2 \
SD =
I
12
cH X
DORMER V
\ 2'x32'LOW PROFILE
In
DORMER VENT:
2'x52"LOIN PROFILE
1 '
8 9 2020
D SKYLIGHT
TYP. BRACE L_J 7
DETAILS 76'.X 1 2" DF#2 ED
b TYP. I
PITCH '
6" 6"
4"x4" �
1
DORMERySNT:
Yx52" LOW PROFILE
I
DORMER VENT:
2'x52' LOW PROFILE
\ 0 11
2020
SKYLIGHT
II
AFS 5TRAPEEAMM-TO
ti W ALL FRAMINGWI
�T PER 18/502
s I I
A
poRM)n.R�(ENTiS):
2"X32'LOW PROFILE RIDGE PER
NOTE 6, I
TYP. U.N.O.
6"x 12" DF#2 ^ z I J
HHUS HANGER i
5 1/4" x 1 1 7/8' LVL
HU HANGER 6"x 1 2" DF# 1
-4
TVP.5o I 4.0' I
HU HANGER I 6"x 1 2" DF# 1
PITCH 7"x 1 6"LVL I
I I I I I I
I I I I
I I I
6:12
6"x 12" DF#2 I PIrcH
6"X
T MMER 5 1/4"x 14' LVL
C
5 1/2"x 9 1 /4" LVL
DOLAIN5POUI
OONNECTTO
YARD DRAIN
\OVER FRAMING:
y PER 2/502
1/4"x 1 1 -L/8' LVL
5 1/4" x 1 1 7/8" LVL
x_ �6"x12" DF#1
I 6:12
PITH 6"x 1" F#
22"-DF#2
b"x 12" DF#2 � 7-� I
/4"xb"
✓ ✓ 6"x 1 2" DF#2 4"xb"\
6:12
PITCH
DOLAINSPOUT
CONNECT TO
YARD DRAIN
t 6"x 1 2" DF#2 T I
M5TA36_5TRAP_
AT 51DF OF BEAM TO
SOLID BLOCKING AT WALL
5 1/2"3( 11 7/8"LVL
I
1 b" x 1 2" DF#2
SN
I TVP.
6"x 1 2" DF#2 '
6:12
PITCH
9 '
5TRAP EEA_M-TO
Y9ALL FFRAMING
PER 1 7/5D 2, TYP. AT
COVERED PORCH
DOWNSPOUT
CONNECT TO
YARD DRAIN
5TRAPF-15EAMTO
WALLFRA_M1NG
PER 1 7/SD2, TYP. AT
J COVERED PORCH
r
n� X
aE \
m I
I
T HU HANGER -
r
(b" HHUS HANGER
3 1/2"x 11 7/8"LVL
I
n�
ma
6'x6" i I I
I
HHU�)HANGER I
3 1!2"X 11 -7/8"LVL
HU HANGER
i 6"x 12 DF#2
�U n
d it
I I I
DORMER VENT:
2'X52' LOW PROFILE
1 4' /
TYP.
66x10" DF#2
p_O)SN5POUT
CONNECT TO
YARD DRAIN
NOT)=;
1.) THE MAXIMUM INSTALLED WEIGHT OF THE ROOF TILE TO BE 10 P5F.
2.) THE MAXIMUM WEIGHT OF THE FAU 4 ACCESSORIES 15 265 LBS.
6.) ROOF FRAMING NOTE
"PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS,
AND RIDGES AT ALL BEARING WALLS AND 5EAM5 BELOW.
GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT
TO THE CONVENTIONAL FRAMING REQUIREMENT5 OF
THE CALIFORNIA BUILDING CODE (GBG 2308.10).
PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND
CONNECTIONS SHALL BE PROVIDED BY THE
CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING
ALL GRAVITY AND WIND LOADS TO THE FOUNDATION.
THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY:
A- RAFTER MAXIMUM SPANS:
1. 2X6 DF -L#2 AT 24" O.G.: 9'-6'
2. 2X6 DF -L#2 AT 1 b" O.G.: 12'-0-
S.
2'-0"3. 2X6 DF -L#2 AT 1 2" O.G.: 15'-0"
4. 2X8 OF -L#2 AT 24" O.G.: 15'-0"
S. 2X8 DF -L#2 AT 1 b" O.G.: 15'-6"
6. 2X 10 OF -L#2 AT 24" O.G.: 1 6'-9'
B- MINIMUM BRACE 51ZE - 2X6
G- MAXIMUM BRACE SPACING - 4'-0"0.0.
D- PURLIN SIZE SHALL MATCH THE SUPPORTED
RAFTER 51ZE U.N.O.
Q-mnn rtnmirtu-c,awcn E, C>uN DESIGN - ENERGYCALLS
22189 SAMSON AVENUORNING, CALIFORNIA 96021
I PHONE: (590) 521-7242 CELL
Iii EMAIL ADDRESS: MaXeCad Mama.e0m
T
DOWN5POUT
CONNECT TO
YARD DRAIN
4'x 10" DF#2
2"x8" DF# 1
/RIDGE
�U
o�
STRAP -BEAM -TO
Y.IALLF'RAMING
PER 1 7/SD2, TYP. AT
COVERED PORCH
TYP.
6"X 10" DF#2
RAFTER PER NOTE 6, TYP.
DOYR4510-OUT
CONNECT TO
YARD DRAIN
TYP.
4532 SOFT OF ATTIC,
X50 DIVIDED BY 150
50.21 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA)
RIDGEYENT5
9.50 SOFT - (76) LIN FT OR -4 RIDGE VENT (18.0 SQ IN/LIN FT) - 0.125 SOFT/LIN FT
BY LOMANCO OMNI SERIES OR EQ.
ROOF TOFVENTS
_6.04 SOFT - (10) 2'X32' CYHAGIN FLAT TILE EYEBROW DORMER (98.75 501N EACH) -0.656
SOFT
BY O'HAGIN MFG, LLO OR EQ.
16.36 SOFT OF UPPER NFVA
REGTAN6ULAREAVE.YENT5
1528 SOFT-($1)51/2'x]121/VEAVE VENTS(4050IN EACH), 0,2185QFT
BY CONSTRUCTION METALS OR EQUAL
15.20 SOFT OF LOWER NFVA
PITCH
LEGEND;
L 2X4 DF -L#2: 8'-9"
6/ 12
9.5' RIpE1ENGTH
SCALE: 114" - 1'-0'
__e BRAG
1) ROOF COVERING SHALL BE MISSION TILE ROOFING.
2"xb"048"
2) ROOF PITCH SHALL BE 6:12, TYPICAL.
PUP -LIN
3) ROOF OVERHANG SHALL BE 1 2" AT OVERHANG 4 12"
2"X6"
AT GABLE ENDS, UNLE55 OTHERWISE NOTED.
® _4'x_5RACE
ROOF PLAN STRUCTURAL NOTE:
0 Y RS.BRAGS
1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL
2. 2X 1 O DF -L# 1: 13'-0"
SHEETS SD 1-502 FOR ADDITIONAL INFORMATION.
2.) TYPICAL ROOF SHEATHING (UNO): 5/8" THICK, APA,
(`(�Cp `r1�
_--
TECO, OR PITTSBURGH RATED SHEATHING, SPAN
RATING 40/20, EXPOSURE 1 STRUCTURAL PANELS,
APPLIED WITH LONG DIMENSION ACROSS SUPPORTS
I
AND ADJACENT PANELS STAGGERED WITH WENDS
HIP/VALLEY BRACES.
G- TYPICAL RIDGE 2X 10 DF#2 U.N.O. WITH 4'-O"MAX
OFFSET 4'. EDGE NAIL WITH 8d COMMON OR
EQUIVALENT (0.1 51"DIA X 2 1/2") AT 6" O.G. AT ALL
DATE ---
PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING
FOR TYPICAL RIDGE BRACES.
AND WHERE INDICATED ON PLAN. FIELD NAIL AT 1 2" O,C.
-
PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY
PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS
BEAM TO BEAM, BEAM TO POST, AND POST TO POST
PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT
ABUTTING PANEL EDGES.
FOR
3.) ROOF SHEATHING WHERE INDICATED ON PLAN SHALL BE
U.N.O. PER PLAN AND DETAILS.
AS PER NOTE 5 WITH ALL ED6E5 BLOCKED, AND 8d
8.)
COMMON RINK SHANK NAILS OR EQUIV. (0.1 3 1" DIA X
2 1/2") AT 4" O.G. AT ALL DIAPHRAGM BOUNDARIES
FIELD CONDITION5 SHALL BE IMMEDIATELY BROUGHT
AND b" O.G. AT ALL OTHER PANEL EDGES.
4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L
#2 UNO
ALL EXPOSED FRAMING SHALL BE PRE55URE
5.) PROVIDE 4X6 P05T MIN. U.N.O. AT ALL BEAM AND BRACE
BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION.
6:12
PITCH
DOLAINSPOUT
CONNECT TO
YARD DRAIN
t 6"x 1 2" DF#2 T I
M5TA36_5TRAP_
AT 51DF OF BEAM TO
SOLID BLOCKING AT WALL
5 1/2"3( 11 7/8"LVL
I
1 b" x 1 2" DF#2
SN
I TVP.
6"x 1 2" DF#2 '
6:12
PITCH
9 '
5TRAP EEA_M-TO
Y9ALL FFRAMING
PER 1 7/5D 2, TYP. AT
COVERED PORCH
DOWNSPOUT
CONNECT TO
YARD DRAIN
5TRAPF-15EAMTO
WALLFRA_M1NG
PER 1 7/SD2, TYP. AT
J COVERED PORCH
r
n� X
aE \
m I
I
T HU HANGER -
r
(b" HHUS HANGER
3 1/2"x 11 7/8"LVL
I
n�
ma
6'x6" i I I
I
HHU�)HANGER I
3 1!2"X 11 -7/8"LVL
HU HANGER
i 6"x 12 DF#2
�U n
d it
I I I
DORMER VENT:
2'X52' LOW PROFILE
1 4' /
TYP.
66x10" DF#2
p_O)SN5POUT
CONNECT TO
YARD DRAIN
NOT)=;
1.) THE MAXIMUM INSTALLED WEIGHT OF THE ROOF TILE TO BE 10 P5F.
2.) THE MAXIMUM WEIGHT OF THE FAU 4 ACCESSORIES 15 265 LBS.
6.) ROOF FRAMING NOTE
"PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS,
AND RIDGES AT ALL BEARING WALLS AND 5EAM5 BELOW.
GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT
TO THE CONVENTIONAL FRAMING REQUIREMENT5 OF
THE CALIFORNIA BUILDING CODE (GBG 2308.10).
PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND
CONNECTIONS SHALL BE PROVIDED BY THE
CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING
ALL GRAVITY AND WIND LOADS TO THE FOUNDATION.
THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY:
A- RAFTER MAXIMUM SPANS:
1. 2X6 DF -L#2 AT 24" O.G.: 9'-6'
2. 2X6 DF -L#2 AT 1 b" O.G.: 12'-0-
S.
2'-0"3. 2X6 DF -L#2 AT 1 2" O.G.: 15'-0"
4. 2X8 OF -L#2 AT 24" O.G.: 15'-0"
S. 2X8 DF -L#2 AT 1 b" O.G.: 15'-6"
6. 2X 10 OF -L#2 AT 24" O.G.: 1 6'-9'
B- MINIMUM BRACE 51ZE - 2X6
G- MAXIMUM BRACE SPACING - 4'-0"0.0.
D- PURLIN SIZE SHALL MATCH THE SUPPORTED
RAFTER 51ZE U.N.O.
Q-mnn rtnmirtu-c,awcn E, C>uN DESIGN - ENERGYCALLS
22189 SAMSON AVENUORNING, CALIFORNIA 96021
I PHONE: (590) 521-7242 CELL
Iii EMAIL ADDRESS: MaXeCad Mama.e0m
T
DOWN5POUT
CONNECT TO
YARD DRAIN
4'x 10" DF#2
2"x8" DF# 1
/RIDGE
�U
o�
STRAP -BEAM -TO
Y.IALLF'RAMING
PER 1 7/SD2, TYP. AT
COVERED PORCH
TYP.
6"X 10" DF#2
RAFTER PER NOTE 6, TYP.
DOYR4510-OUT
CONNECT TO
YARD DRAIN
TYP.
4532 SOFT OF ATTIC,
X50 DIVIDED BY 150
50.21 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA)
RIDGEYENT5
9.50 SOFT - (76) LIN FT OR -4 RIDGE VENT (18.0 SQ IN/LIN FT) - 0.125 SOFT/LIN FT
BY LOMANCO OMNI SERIES OR EQ.
ROOF TOFVENTS
_6.04 SOFT - (10) 2'X32' CYHAGIN FLAT TILE EYEBROW DORMER (98.75 501N EACH) -0.656
SOFT
BY O'HAGIN MFG, LLO OR EQ.
16.36 SOFT OF UPPER NFVA
REGTAN6ULAREAVE.YENT5
1528 SOFT-($1)51/2'x]121/VEAVE VENTS(4050IN EACH), 0,2185QFT
BY CONSTRUCTION METALS OR EQUAL
15.20 SOFT OF LOWER NFVA
�cuca vrtn� cNGINEER CAUsers\Lyna\Documents\Chief X8 Plans\Schuster- Florence P1en1,5chuster Plan.layout
iyTR-�1 583 RIO LINDO AVENUE x200, CHICO, OA 95926 OWNER: SHUSTER HOMES, INC
" (550) 592-4407 WORK (530) 894-0894 OFFICE (530)!170-6400 rELL
EMAIL ADDRE55: Ryland9SummitChlao.40m EMAIL ADDRESS: Sash1D0g6M5N4')m
ARCH E 1
30"x42"
WHILE EVERY ATTEMPT HAS
BEEN MADE IN THE
PREPARATION OF THIS PLAN
TO AVOID MISTAKES, THE
MAKER CANNOT GUARANTEE
AGAINST HUMAN ERROR
BUILDING CONTRACTOR /
HOME OWNER TO REVIEW AND
VERIFY ALL DIMENSIONS,
SPECS, AND CONNECTIONS
BEFORE CONSTRUCTION
BEGINS.
�AFtIW BY:
(550) 091-0985
19 rcAHex! VAusr ROAD
Cwee, GALIFO-MIA 95978
LYNN5MITH52OATT.NET
CNCR,Y GALLS BY:
�` '� GOLDCN SUN
,- 11.DESIGNS
'MAX
'v A RAMIREZ
THESE PLANS HAVE
BEEN REVIEWED
ONLY FOR
COMPLIANCE WITH
ATTACHED
STRUCTURAL
CALCULATIONS.
THE ENGINEER'S
STAMP ON THIS
PLAN 15 VALID
ONLY WITH A
LETTER SIGNED BY
THIS ENGINEER FOR
EACH UNIQUE BUILD.
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LIVABLE:
29-15 SgFt
GARAGE:
1 085 5gFt
COVERED
PATIO:
0 3 26 SgFt FRONT
-- 448 5gFt REAR
IAENT SERVICES 414 SgFt TOTAL
FOR
'LI"A� (NC1QE DATE:
SCALE:
j (SSHHOOY4N
WED
)MpLI,gNCE
,)-n. OfR�S'l
OCIATE.S SHEET
d
o COPYRIGHT 2016
+,1�I�' LYNN SMITH - DRAFTING
LWY
" uy 15 q SYCAMORE VALLEY ROAD,
"11111 CHICO, CA 95975
n"om.�-e.". (530) 891-0585 WORK
E- CEILING JOIST MAXIMUM SPANS AT 1 b" O.G.:
L 2X4 DF -L#2: 8'-9"
2. 2X6 DF -L#2: 12'-10"
S. 2X8 DF -L#2: 1 b'-3" (SOLID ELK MID51-AN)
4. 2X 10 DF -L#2: 1 9'- 1 O" (SOLID BLK AT 8'-0" O.G.)
F- TYPICAL HIP/VALLEY MAX SPAM BETWEEN SUPPORTS.
1. 2X8 DF -L#2: 10'-6"
2. 2X 1 O DF -L# 1: 13'-0"
B. 1 3/4 X7 1/4 LVL: 15'-@'
(`(�Cp `r1�
_--
PERMIT#
V
BUTTE eUUN9Y 19EV
SEE DETAILS 8/SD2 AND 9/SD2 FOR TYPICAL
I
HIP/VALLEY BRACES.
G- TYPICAL RIDGE 2X 10 DF#2 U.N.O. WITH 4'-O"MAX
Gn
R �V
!
-yct�Q
SPAN BETWEEN SUPPORTS. SEI§ DETAIL57/SD2
DATE ---
FOR TYPICAL RIDGE BRACES.
7.)
PROVIDE POS. ATTACHMENT OF ALL ]POST TO BEAM,
BEAM TO BEAM, BEAM TO POST, AND POST TO POST
RE
CONN'S WITH (2) ST22 STRAPS MIN. AND A55 CLIPS,
FOR
U.N.O. PER PLAN AND DETAILS.
COR
8.)
ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND
FIELD CONDITION5 SHALL BE IMMEDIATELY BROUGHT
JUL
TO THE ENGINEER OF RECORD.
9.)
ALL EXPOSED FRAMING SHALL BE PRE55URE
TREATED WITH TREATMENT PROCESS AND APPLICATION
9'RB
APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S
��®
WRITTEN GUIDELINES.
10.)
PROVIDE METAL HANGERS PER 8/SD 1 AS REQUIRED,
UNLESS NOTED OTHERWISE.
1 1.)
ALL STRUCTURAL MEMBERS SHALL 5f FASTENED IN
COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE,
TABLE 2304.9.1, UNLE55 NOTED OTHERWISE.
�cuca vrtn� cNGINEER CAUsers\Lyna\Documents\Chief X8 Plans\Schuster- Florence P1en1,5chuster Plan.layout
iyTR-�1 583 RIO LINDO AVENUE x200, CHICO, OA 95926 OWNER: SHUSTER HOMES, INC
" (550) 592-4407 WORK (530) 894-0894 OFFICE (530)!170-6400 rELL
EMAIL ADDRE55: Ryland9SummitChlao.40m EMAIL ADDRESS: Sash1D0g6M5N4')m
ARCH E 1
30"x42"
WHILE EVERY ATTEMPT HAS
BEEN MADE IN THE
PREPARATION OF THIS PLAN
TO AVOID MISTAKES, THE
MAKER CANNOT GUARANTEE
AGAINST HUMAN ERROR
BUILDING CONTRACTOR /
HOME OWNER TO REVIEW AND
VERIFY ALL DIMENSIONS,
SPECS, AND CONNECTIONS
BEFORE CONSTRUCTION
BEGINS.
�AFtIW BY:
(550) 091-0985
19 rcAHex! VAusr ROAD
Cwee, GALIFO-MIA 95978
LYNN5MITH52OATT.NET
CNCR,Y GALLS BY:
�` '� GOLDCN SUN
,- 11.DESIGNS
'MAX
'v A RAMIREZ
THESE PLANS HAVE
BEEN REVIEWED
ONLY FOR
COMPLIANCE WITH
ATTACHED
STRUCTURAL
CALCULATIONS.
THE ENGINEER'S
STAMP ON THIS
PLAN 15 VALID
ONLY WITH A
LETTER SIGNED BY
THIS ENGINEER FOR
EACH UNIQUE BUILD.
z
4 w Q
z�
V Q1n�
ww
WI...r; �0fj
a z
W ton Z (L Vul z
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QQ
V
Z
Z
�Ow
J W Q
Q Z Z Lu
.j LLI 13 Lu
(L>k)
IL IL
v
Q
�K=0
LIVABLE:
29-15 SgFt
GARAGE:
1 085 5gFt
COVERED
PATIO:
0 3 26 SgFt FRONT
-- 448 5gFt REAR
IAENT SERVICES 414 SgFt TOTAL
FOR
'LI"A� (NC1QE DATE:
SCALE:
j (SSHHOOY4N
WED
)MpLI,gNCE
,)-n. OfR�S'l
OCIATE.S SHEET
d
o COPYRIGHT 2016
+,1�I�' LYNN SMITH - DRAFTING
LWY
" uy 15 q SYCAMORE VALLEY ROAD,
"11111 CHICO, CA 95975
n"om.�-e.". (530) 891-0585 WORK
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r0(A °'W N 1 O
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ELECT -SERVICE
200 AMP SERVICE
56' TO DOOR/WINDOW
NOT a B..OR CLOSET:
NO VENT IRAN 1OV, 5'H.
4 W MIN. --15' MAX
_CONFIRM.LOCATION'.
CHRISTMA5J-IG HTIZECEP_TACLE5:
SEE NOTE 51.
GFCI
BATHROOM RECEP_TACLE5:
SEE NOTE 20.
BATNROOMJ�I6NT5:
SEE NOTE 21.
BATHROOM. EXH AU5T.FAN5:
SEE NOTE 23.
TUB OR SHOWER FIXTURES:
SEE NOTE 22.
TOILE_TROOM:
SEE NOTE 25.
LA VNDRYAR OOMRECEPTACLIE S
SEE NOTE 16.
DRYER OUTLET:
SEE NOTE 17.
61'CIPROTECTON ON
COUNTERTOP RECEPTACLE
WITHIN V OF LAUNDRY SINK.
W HOLE-HOU5 EY04TILATION:
THE LAUNDRY EXHAUST FAN TO BE
USED FOR THE WHOLE HOUSE
VENTILATION REQUIREMENTS. SEE
NOTE 24.
EXTERIOR_LtGHT5:
SEE NOTE 50.
RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R
Project Title
THE FLO1RMIN61E FLAN
SYMBOL
DESCRIPTION
e T AV C°mrd
�P 4 1 O 4
ELECTRICAL METER, GAS METER,
ELECTRICAL
SUB DOOR CHIME, DOOR BELL,
THERMOSTAT, HOME ALAFM
Luminaire Type High Efficacy
4 AV CONTROL
® so Co c c c
GO/SMOKE. SMOKE t GO DETECTORS
4'L£D. CAN Yes X.No
9 x 9 = 81
q,3
CEILING FANS
®
FT
W/EXHAUST, EXHAUST W/ HEAT LAMP.
EXHAUST LIGHT,
EXHAUST W/ LIGHT 4 HEAT
2 BULB FL STRIP Yes X No.
WALL EXHAUST
4 C5�Z C5 OSE �C6�CT� n
�'
CABLE, CAT 5, CATS W/ TV, CAT5E, GATS,
2S
GATS, PHONE / TV JACKS
AFCL-� J-1, ,r„ 1p GFCO GFI ^ ^ m
Ul'-Ip LLI-IV IIYI, �T'1p 1p 1®-1 (il'1
1 10 VOLT: AFC 1, LOW VOLTAGE DUPLEX,
DUPLEX SPLIT WIRED, DUPI-EX
S/il f1�1 (A
WEATHERPROOF, 6FCI, GFI, QUADRAPLEX,
SINGLE, DUPLEX W/ SWITCH, SINGLE W/
SWITCH, TRIPLEX, TRIPLEX SPLrr WIRED
m tl'iD
220 VOLT, THREE PHASE
CDD CW ow�R_ CT H_ rn_ R_
QTltfp L9 L���1Y'j"I LYYP
DRYER, WASHER, DISHWASHER, eLEGTRIC
HOOD VENT,
RANGE, GAS COOKTOP, IS/
MICRO W AVE, REFRIGERATOR, SAUNA,
q, gIP q, Tq P i G,q
l�(/ UI(/
STEAM, TOWEL WARMER, TeASH
COMPACTOR, WHIRLPOOL 4 GARBAGE
�1C�
DISPOSAL
D` 4$ A` $ K` L MLS W
yj
5WITCHE5: AUTOMATIC DOOR, 4 WAY,
AUDIO CONTROL, KEY OPERATED, LOW
VLL+ W4
VOLTAGE, MULTI LIGHT, OCCUPANCY
RC` DM � 3� 3DM� T� WPy
r�'
yj
SENSOR, REMOTE CONTROL, JINGLE
/ DIMMER, 3 AY, 3
POLE, SINGLE POLE WW
WAY DIMMER, TIMER 4 WEATHEIAPROOF
E�
OUTLET
WALL MOUNTED VACUUM SYSTEM
B ® ®
CABINET. MOUNTED: PUCK, RECTANGULAR,
ROUNDED 4 TOE KICK LIGHTING
yO
)..(
CEILING MOUNTED, DUAL SPOT, TRIPOD
SPOT. b' REGES5ED, HEAT LANIP• LOW
�•( �•c
VOLTAGE, 2' MINI 4 4' REGE65ED
COIN CHANDELIER, ELESAND PENDANT,
RAINDROP CHANDELIER
C
4 SCROLL CHANDELIER
�� ®BOW
NT CHANDELIER ROUND
PENDANT CHANDELIER, COMTEMPORA RY
BOWL CHANDELIER, MOROCCO PENDANT
CHANDELIER, PRARIE PENDANT
u
CHANDELIER 4 SCROLL BOWL PENDANT
CHANDELIER
qqx020*
0()
O
o O
5 DOWN LIGHTS, ARTS 4 GRAFTS
I
O
GNANDELIER,BOWL CHANDELIER,
CANDELABRA GHANDELIFR•
CONTEMPORARY CHANDEL-MER,
CRAFTSMAN CHANDELIER, CRYSTAL
e e
CHANDELIER, DOVER CHANDELIER,
FRANKLIN TRIPLE, RING CHANDELIER,
5EA51DE CHANDELIER, SHAPED
0 o
CANDELABRA, SUSPENSION,* ORGH
CHANDELIER, TRACK CHANDELIER, TRIPLE
CLASSIC, VINTAGE CHANDEHIER,
WEIGHTED CHANDELIER, WEIGHTED
e
DOUBLE CHANDELIER„ WROUGHT IRON
CANDELABRA WROUGHT IRON
o
6
CHANDELIER.
o e
G -x
L01
EMERGENCY EXIT LIGHTING
1 EXIT SIGNS
ENT
FIE.
LIGHTING; '2)
We'( l )TU
)TUBE FED
24' TUBE
2 1 "%48' (4) TUBE FIXTURE, 24"
1
FIXTURE. TUBE FIXTHRE
4
6 96" (2) TUBE FIXTURE
RECE55EDFL_UORESCEN{5:
SIMILIAR V411 WIN FIXTURE
HANGING FLUORESCENT L16HT)NG:.
LONG SHOP LIGHT 4 SHORT SHdF LIGHT
®
O ❑ O (8O 0
OUTDOOR PATH LJGHTMN '
CYLINDRICAL BOLLARD, SQUARE
BOLLARD, BOX LAMP, FLARE, PATH LIGHT,
PATH LIGHT - WIDE BRIM, SPOT LIGHT,
TULIP - SMALL 4 TULIP LA)1F
❑
OUTDOOR STREET_CO PNI
ADORN LAMP, BOX LAMP, P, COLONIAL 9
® ❑0
®
LAMPS, COLONIAL LAMP, FLAIR LAMP,
GLOBE LAMP. ORNATE LAMP,
SPHERICAL LAMP 4 STREET LANTERN
TR_ACK.LIGHTING:
BASIC BASIC DUAL RAtI- TRACK,
GOOSENECK TRACK, RAIL TRACK TRACK
6
CHANDELIER
4 TRACK LIGHTING HEACI
W ALL-MMOUNTED LIGH-TINE'
VARIOUS SCONCES, SEMI -FLUSH MOUNTED
n ^ ^
LIGHTS, DUAL FLOOD, DUAL 6POT,
GOOSENECK DOUBLE SCOWCE,
GOOSENECK TRIPLE SCONCE, SINGLE
FLOOD t MOTION SENSOR FLOOD
LIGHT BARS:
() Q (] S
LIGHT BAR HORIZONTAL -
4 LIGHT BAR VERTICAL,
ELECT -SERVICE
200 AMP SERVICE
56' TO DOOR/WINDOW
NOT a B..OR CLOSET:
NO VENT IRAN 1OV, 5'H.
4 W MIN. --15' MAX
_CONFIRM.LOCATION'.
CHRISTMA5J-IG HTIZECEP_TACLE5:
SEE NOTE 51.
GFCI
BATHROOM RECEP_TACLE5:
SEE NOTE 20.
BATNROOMJ�I6NT5:
SEE NOTE 21.
BATHROOM. EXH AU5T.FAN5:
SEE NOTE 23.
TUB OR SHOWER FIXTURES:
SEE NOTE 22.
TOILE_TROOM:
SEE NOTE 25.
LA VNDRYAR OOMRECEPTACLIE S
SEE NOTE 16.
DRYER OUTLET:
SEE NOTE 17.
61'CIPROTECTON ON
COUNTERTOP RECEPTACLE
WITHIN V OF LAUNDRY SINK.
W HOLE-HOU5 EY04TILATION:
THE LAUNDRY EXHAUST FAN TO BE
USED FOR THE WHOLE HOUSE
VENTILATION REQUIREMENTS. SEE
NOTE 24.
EXTERIOR_LtGHT5:
SEE NOTE 50.
RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R
Project Title
THE FLO1RMIN61E FLAN
Date
I 5/28/201 b
Al least 50°% of the total wattage of permanently installed luminaires in the kitchen must be in liminaires that are high
'efficacy luminaires as dwfined in Table 150-C.
Luminaires that are not high efficacy must be switched separately.
Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens..
efficacy luminaires as divnned in Table 150-C.
Luminaires that are not high efficacy must be switched separately.
Luminaire Type High Efficacy
Watts x Ouantitl = High EtficacyWatts or .Other Watts
6'L -£D. CAN Yes X No
13 x O - O
4'L£D. CAN Yes X.No
9 x 9 = 81
2' LED. PUCK Yes X NO
2 x 4 = 6
413ULB FL STRIP Yes X NO
56 X O = O
2 BULB FL STRIP Yes X No.
28 x O O
UNDER. CAB. PUCK Yes X No
2 x O y O
L£DPENDANT Yes No
9 x 8 = 21
'TOE KICK Yes'X No
0:5 x O _ 'O
Yes NO
x
Total A 1 1 6 B: O
COMPLIES IF A z B Yes X NO
CH915TMA5 LI GHT_RECEPTAGLE5:
SEE NOTE 31.
LOCAL VENTILATION RATE
SUMMARY - BATHROOM5
BATHROOM FAN FLOW - 50 CFM EACH
NUMBER OF BATHROOMS - 3
DUCT SIZE - 4 INCH
MAX. ALLOWABLE DUCT LENGTH - 70 FT.
LOCAL VENTILATION RATE
5UMMARY - KITCHEN
KITCHEN FAN FLOW - 850 CFM
NUMBER OF KITCHENS - 1
DUCT SIZE - 8 INCH
MAX. ALLOWABLE DUCT LENGTH - NO LIMI
WHOLE BUILDING VENTILATION
RATE SUMMARY
CONTINUOUS FAN FLOW - 2282 CFM
WHOLE HOUSE FAN
DUCT SIZE - 16 INCH
w1'fL•LVK}/ pl-G_LUciI GW(p_I n - NY _L
i - FAN FLOW RATE Win)
or - CONDITIONED FLOOR AREA
-NU-MEE_ Of _5EDROOM51MIN-11
I - (O.O 1 X Afloor) + (7.5 x (Nbr + 1))
t-(29.7) + (7.5X(5+1))
t - 29.7 + 30.0
t - 59.7 (ROUSED -DO 5a CFM)
SCALE: 114" - 1'-0"
ELES.SRIGAI-��IA1.L��JNSSAI,LED3�RJ}1E 20�3S,E,0.
ALL AREAS:
1.) REFER TO THE MANDATOR MEA5UR_E5 FOR RESIDENTIAL LIGHTING
MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE
LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE
MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT.
2.) BRANLHOIRCULTS:. PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT -
INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP
BRANCH CIRCUITS SUPPLYING OUTLETS. CEG ART. 210.12 (B).
B.) RECEPTACLES:_ BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP
RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE CEC
ART. 406.12.
4. ) RECEPTACLE. LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT
MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15
MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE
IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND 51MILAR
OPENINGS SHALL HAVE A REGEPTAGLE. CEC ART. 210.52 (A).
5.) LAM"_OLDE85. ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT
WEIGHS MORE THAN b POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION
SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC
SECTION 314.25. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT
FOR CEILING (PADDLE) FANS PER CEC SECTION 314.21 (A) 4 (D).
6.) WHOLE11OV5EFAN5: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2)
WHICH CLOSE WHEN THE FAN IS OFF.
1. ) CEII FANSY4ZJGHZ FLOURSCENT W/ SWITCH OR INCANDESCENT W/
DIMMER SWITCH. MAINTAIN 5b" CLEARANCE FROM ANY FIRE SPRINKLER.
8.) THERMOSTATS, SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS
9.) EXHAUST FAN5: PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS
VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS.
10.) PROVIDE STUB FOR LANDSCAPE LIGHTING 4IRRIGATION TIMER (CONFIRM)
1 1.) MAIN_ ELECT9ICAL5ERVICE- PROVIDE 200 AMP. VERIFY LOCATION OF MAIN 4
$US PANEL.
KITCHEN, PANTRY b DINING AREAS:
12.) KLTCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS
ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C.
15.) t5LAND9RPENIN5U1-A: PROVIDE A GFCI COUNTERTOP RECEPTACLE AT THE
END OF THE COUNTER. LEC ART. 210.52 (C) (243) AND ART. 210.5.
14.) SMALLAPELWNGESJRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL
APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY,
BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND
FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS
PER CEG ART. .2 10.52 (B).
15.) COUNTERTOF_JZECEP_T6CLE5 IN THE KITCHEN AND DINING ROOMS SHALL BE
INSTALLED AT EACH WALL COUNTER SPACE THAT 15 12" OR WIDER, RECEPTACLE
OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15
MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET
SPACE. GEG ART. 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP,
120 VOLT RECEPTACLES WILL BE GFCI PROTECTED.
LAUNDRY b UTILITY ROOMS:
16) LAVNDR�_S_UTJLIT_Y_ R09MREGEPTACLE_OUTLET5: SHALL BE SUPPLIED BY AT
LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER
OUTLETS PER OEC ART. 210.1 1 (C) (2).
11J PATERQUSLET� PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEO.
LABEL CIRCUIT BREAKERS, DISCONNECTS,
FUSES, SWITCHES 4 THEIR ACCESSORIES TO
IDENTIFY THEIR LOCATION AND/OR EQUIPMENT.
NOTE:
COMPLY WITH GEC, ARTICLE 250
REOUIREMENTS FOR &ROUNDING 4
BONDING.
NOIE:
ALL LI6HTING SHALL BE HIGH EFFICACY.
BEDROOM:
15.) SMOKE_ DETECTORS; PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON
EACH FLOOR OF THE DWELLIN(S.
SMQKKELCARJ532N MONQXIDEALARM5: PROVIDE A HARDWIRED WITH BATTERY
BACKUP 5MOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO
BEDROOMS.
A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN
SUCH A MANNER THAT THE ACTIVATION OF ONE ALARNM WILL ACTIVATE ALL OF
THE ALARMS
S.) FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC 5ENSOR
SMOKE ALARMS.
1 9.) CL0.5ET511GHTS; PER C.E.C-
BATHROOMS:
20.) BATHROOMBECEPTACLE OUTLEI5: SHALL BE SUPPLIED BY AT LEAST ONE 20 -
AMPERE BRANCH CIRCUIT, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER
CEG ART. 210.1 1 (C) (5).
21.) 13ATHROOMLI614I5: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR
PROVIDE A *MANUAL ON - AUTO OFF OCCUPANCY LIGHT eINITCH.
22.) LIGHTFIXTURE5 IN TUB. OR 5HOWERENCL05VRE5: TO DE LABELED "SUITABLE
FOR DAMP LOCATION' PER CEC ART. 4 10.10 (A) 4 (D).
25.) BATHROOM.LIECHANIGAL_EXHAU5TFAN5:
A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO
TERMINATE OUTSIDE THE BUILDING W/ A MINIMUM OF 50 CFM IF
INTERMITTENT - 20 GFM FOR CONTINUOUS VENTILATION.
B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A NUMIDISTAT
WHICH SHALL BE READILY ACCESSIBLE.
C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS
BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO eO%.
BATHROOM -NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM 15 A
ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUVSHOMIR
COMBINATION.
24.) WHOLEBVILDING VENTILATION:_ ONE OF THE BATHROOM EXHAUST FANS, AS
THE OUALIFYIN6 WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE
FOLLOWING:
A.) A MINIMUM CFM RATING OF 15 CFM.
B.) BE RATED A MAXIMUM OF 1.0 SONE.
C.) THE CONTROL SWITCH MUST BE LABELED A5 THE WHOLE -BUILDING
VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED.
25.) TOILET ROOMS_ INSTALL FLUORESCENT OR OTHER CEG. APPROVED LIGHTING
FIXTURES IN ROOMS WITH WATER CLOSETS.
GARAGE:
26) GARASERECEP.TACLES ARE REQUIRED TO Be GFCI PROTECTED. LIGHT
SWITCH TO HAVE VACANCY 5EN50P- LIGHTS TO BE HIGH EFFICACY.
27) GARA6EFJREWALL: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE 4
SWITCH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE
ACCEPTABLE.)
25.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE 51PES OF THE
OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE
SEPARATED BY A HORIZONTAL DISTANCE OF NOT LE55 l MAN 24' OR FULLY
BLOCKED TO SEPARATE.
EXTERIOR:
29J EXTERIOR_RECEP_TACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI
PROTECTED. GEC ART. 210.6(3).
30.) OUTDOOR. LIGHTING: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING 15
ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY,. MOTION DETECTOR 4
ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR BJ ASTRONOMICAL TIME
CLOCK; OR C.) ENERGY MANAGEMENT CONTROL SYSTEM (EMCs
B 1.) CHRISTMAS LI&HT5_REGEP_TACLE5: PROVIDE OUTLET NEAR TOP PLATE,
SWITCHED o FRONT DOOR - WP/GFCI PROTECTED.
32.) HVAC_r OND.UNLL• PROVIDE 220Y ELECT. DISCONNECT W/ 50"%BO'CLEAR
WORKSPACE 4 1 1 Ov WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'.
ATTIC:
35.) PROVIDE LI6HTS, 5WITCHE5 AND RECEPTACLE FOR MAINTENANCE OF
MECHANICAL EQUIPMENT LOCATED IN ATTIC.
i,,I d MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALLS SUMMIT STRUCTURAL DE516N - STRUCTURALEI
�4i 22189 5AM50N AVENUE, CORNING, CALIFORNIA 96021 563 RIO LINDO AVENUE #200, CHICO CA 95926
� PHONE (530)S21-7242 CELL (550)592-4401 WORK
EMAIL ADDRESS: MaxeOadMama.Gom EMAILADDRE55: Ryland6SummltChILO.c6m
-TIr... -_,r r -r,.,-.. ,___._
PERMIT
BATHROOM RECEPTACLES:
SEE NOTE 20.
BATHROOM LIGHTS:
SEE NOTE 21.
5A_THR0OMEXHAV5T_FAN 5:
SEE NOTE 23.
TUB OR 5HOWER.FIXTURES:
SEE NOTE 22.
TOILET ROOM:
SEE NOTE 25.
HYAC_GOND-UNIT:
SEE ELECTRICAL
NOTE
524
ENVIRONMENTAL
QUALITY NOTE 1I.
ALT.15LECT
SERVJCE:
200 AMP SERVICE
56- TO DOOR/WINDOW.
NOT 1 B.R. OR CLOSET.
NO VENT WIN IOV, 5'H.
48"H MIN. _'?5" MAX.
_CONFIRM LOCATION'
CHRISTMAS. LIGHT RECEPTACLE 5:
SEE NOTE 5 1.
REVIEWED
FOR CODE COMPLIANCE
JUL 2 8 2013
TRIS AND ASSOCIATES
ARCH E 1
30"x42"
WHILE EVERY ATTEMPT HAS
BEEN MADE IN THE
PREPARATION OF THIS PLAN
TO AVOID MISTAKES, THE
MAKER CANNOT GUARANTEE
AGAINST HUMAN ERROR
BUILDING CONTRACTOR /
NOMEWNREVIEW AND
VERIFY AL DIMENSIONS.
ALL DIMENSIONS,
BEFORE CONSTRUCTION CONNECTIONS
BEFORE INS.
BEGINS.
DRAPM BY:
(550) 891-0685
1I YGAMORC VALLCY RpAD
GNK.e, GAweRNA 95 913
LYNNSMITHS 20ATTMET
ENERGY CALC5 BY:
` i GOLDEN SUN
� _DESIbN9
MAX
RAMIREZ
THESE PLANS HAVE
BEEN REVIEWED
ONLY FOR
COMPLIANCE WITH
ATTACHED
STRUCTURAL
CALCULATIONS.
THE EN(5INEER'S
STAMP ON THI5
PLAN 15 VALID
ONLY WITH A
LETTER SIGNED BY
THIS ENGINEER FOR
EACH UNIQUE BUILD.
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LIVABLE:
29'15 5gFt
GARAGE:
1 oar, SgFt
COVERED
PATIO:
26 5gFt FRONT
445 SgFt REAR
474 5gFt TOTAL
DATE:
'7/13/2016
SCALE:
SHOWN
2973
1 ST013Y
SHEET
O
O COPYRIGHT 2016
C:V15er5\Lynn\D6cuments\Chief XD Plan5\56nu5ter - Florence Plan\5cnuster Plawayout LYNN SMITH - DRAFTING
OWNER: SHUSTER HOMES, INC. I �" 11 1 99 SYCAMORE VALLEY ROAD,
(550)814-0694OFFICE (530)510-6400CELL Y ",I CHICO, GA 959 73
EMAILADDRE55: SashlD0geM5Ng0m ,. (530)891-0555 WORK
1. GENERAL
A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES.
B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR
SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE
INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, DISABLED ACCESSIBILITY, EGRESS
REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN
IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR
OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE
DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER
WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE.
C) THE DRAWINGS AND CALCULATIONS 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 FOAMING, SHORING,
BRACING, SCAFFOLDING, ETCETERA.
D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE- DRAWINGS OR IN
THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR
CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS.
E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND
ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT
PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER.
F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE
RESPONSIBILITY OF THE CONTRACTOR OR OWNER.
G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER
ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN
FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY
THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE
CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS.
H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER
METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT
CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DEFECTS IN THE
FINISHES.
2. SITE WORK / FOUNDATIONS
A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT
PROVIDED).
B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER
HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED
MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS.
ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
THE CONSTRUCTION OF THE FOUNDATIONS.
D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS,
AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW
FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS).
E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL.
F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL
FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL.
G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS.
H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES.
1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE
TO DRAIN TO DAYLIGHT.
J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST
APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS
ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO
SECTION 1808 OF THE 2013 CBC.
3. CONCRETE / REINFORCING
A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O.
C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR
TYPE III LOW ALKALI.
D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE
ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS
UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A
MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT.
E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE
LATEST EDITION OF THE ACI 318.
F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS
THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G.
WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER
MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE
MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP
AT ALL OTHER AREAS.
G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE
SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS
UN -REINFORCED.
GENERAL STRUCTURAL NOTES
3. CONCRETE / REINFORCING CONTINUED
1) 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 11/:"
#6 BARS AND LARGER 2"
CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4"
J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60)
BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR
MORE, (80) BAR DIAMETERS U.N.O.
K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT.
L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND
ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT.
6. FRAMING/LUMBER
6-1 MATERIALS:
A.) SHEATHING:
1. ROOF SHEATHING: SEE PLANS
2. FLOOR SHEATHING: SEE PLANS
3. WALL SHEATHING: SEE PLANS
B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O.
GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER.
GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP
IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION
CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME
INSPECTION IN ACCORDANCE WITH CBC 1704.2.
C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND
FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481.
D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER
ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'4" O.C. MAX. WITH
ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS
WHERE REQUIRED.
E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE
W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O.
1. STUDS SHALL BE STUD GRADE OR BETTER.
2. ALL POSTS SHALL BE DF -L #1 U.N.O.
3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O.
4. 2X JOISTS SHALL BE DF -L #2 U.N.O.
5. CONCEALED BEAMS SHALL BE DF -L #2.
6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER).
7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER.
F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18"
OF FOUNDATION, NAILS SHALL BE GALVANIZED.
G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND
PROVIDED NEW AND WITHOUT EXCESSIVE RUST.
H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED
EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED
WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON
HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL
HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL
BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION
CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS.
I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE
INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480
UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER
STRAND) WITH ALL "1" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE
LEDGERS ARE USED (SUCH AS DECK LEDGERS).
6-2 GENERAL FRAMING:
A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1.
B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE
MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION.
C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD
CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED
FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT
FRAMING FROM THE EFFECTS OF SHRINKAGE.
D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED
OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY.
6-3 BEAM FRAMING:
A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS
SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O.
B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL
TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE
SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH
MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT
WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING
STOVE, ETCETERA.
C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS
6. FRAMING / LUMBER CONTINUED
6-4 POSTSITRIMMERS:
A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH
EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS.
B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE
TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O.
6-5 WALL FRAMING:
A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING
WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD
WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE
SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O.
B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0".
C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED,
USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN
CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT
ICC REPORT.
D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER
HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED).
E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE
NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE.
F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY
WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN
ACCEPTABLE ALTERNATIVE.
G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS.
H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O.
PER PLANS AND DETAILS.
6-6 CONNECTIONS:
A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE.
B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE
WASHERS WHERE BEARING AGAINST WOOD.
C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED
BEFORE CLOSING IN OR AT COMPLETION OF JOB.
D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE.
8. ROOF FRAMING
8-1 CUT AND STACKED ROOF FRAMING:
A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING
E 2
REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 3). PURLINS BRACES
INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR
THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION.
B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED
ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE
ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS,
AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF
CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL
CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING
CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND
DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR
ADDITIONAL INFORMATION.
9. DESIGN LOADS
A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16,
DIVISIONS I, 11, III, AND IV U.N.O.:
B) SEISMIC:
SEISMIC IMPORTANCE FACTOR: 1
MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.276
SEISMIC SITE CLASS: D
SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.340, CS = 0.08
SEISMIC DESIGN CATEGORY: D
BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS
SEISMIC BASE SHEAR: 13.6 KIPS
RESPONSE MODIFICATION FACTOR: R = 6.5
ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE
C) WIND:
WIND SPEED: 110 MPH
WIND EXPOSURE: C
D) LIVE LOADS:
ROOF 20 PSF REDUCIBLE
FASTENING SCHEDULE (TABLE 2304.9.1)
CONNECTION
FASTENING""
LOCATION
I. JCAST TO SILL OR GIRDER
3 - 8d COMMON (2 1/2" X 0.131")
ADJ
ADJACENT
3 - 3" X 0.131" NAILS
TOE NAIL
ALTERNATE
3 - 3" 14 GA. STAPLES
ARCH
2. BRIDGING TO JOIST
2 - 8d COMMON (2 1/2" X 0.131')
BLDG
BUILDING
2 - 3" X 0.131" NAILS
TOE NAIL EACH END
BLOCKING
2 - 3" 14 GA. STAPLES
BM
3. i" X 6" SUBFLOOR OR LESS TO EACH JOIST
2 - 8d COMMON (2 1/2" X 0.131")
FACE NAIL
4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST
3 - 8d COMMON (2 1/2" X 0.131")
FACE NAIL
5. 2` SUBFLOOR TO JOIST OR GIRDER
2 - 16d COMMON (3 1/2" X 0.162')
BUND AND FACE NAIL
6. SOLE PLATE TO JOIST OR BLOCKING
16d(3 1/2" X 0.135") AT 16" O.C.
CB
CARRIAGE BOLTS
3" X 0.131" NAILS AT 8" O.C.
TYPICAL FACE NAIL
CONTROLJOINT
3' 14 GA. STAPLES AT 12' O.C.
CIP
n OLE PLATE TO JOIST OR BLOCKING AT
3 - 16d (3 1/2" X 0.135") AT 16" O.C.
BRACED WALL PANELS
BRACED WALL PANEL
4 - 3" X 0 NAILS ATO.C.
CLR
CLEAR
4 - 3' 14 GA.A. STAPLES PERR 1 16'
CMU
7. TOP PLATE TO STUD
2 - 16d COMMON (3 1/2'.X 0.162')
COL
COLUMN
3 - 3" X 0.131" NAILS
END NAIL
CONCRETE
3 - 3" 14 GA. STAPLES
CONN
8. STUD TO SOLE PLATE
4 - 8d COMMON (2 1/2" X 0.131')
CONSTR
CONSTRUCTION
4 - 3" X 0.131" NAILS AT 8" O.C.
TOE NAIL
CONTINUOUS
3 - 3" 14 GA STAPLES AT 12' O.C.
CONTR
CONTRACTOR
2 - 16d COMMON (3 1/2' X 0.162")
END NAIL
COMPLETE PENETRATION
3 - 3" X 0.131" NAILS
CTR
CENTER
3 - 3" 14 GA. STAPLES
CTSK
9. DOUBLE STUDS
16d (3 1/2' X 0.135") AT 24' O.C.
DBL
DOUBLE
3" X 0.131' NAIL AT B" O.C.
FACE NAIL
'
3" 14 GA. STAPLE AT 8' O.C.
DF -L
10. DOUBLE TOP PLATES
16d (3 1/2" X 0.135') AT 16" O.C.
DIA
DIAMETER
3" X 0.131" NAIL AT 12" O.C.
TYPICAL FACE NAIL
DOUBLE JOIST
3" 14 GA. STAPLE AT 12" O.C.
EA
DOUBLE TOP PLATES
8 - I6d COMMON (3 1/2" X 0.162" )
EF
EACH FACE
12 - 3" X 0.131' NAILS
LAP SPLICE
ELEVATION (DATUM)
12 - 3' 14 GA. STAPLES
ELEV
11. 63LOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE
3 - 8d COMMON (2 1/2" X 0.131")
EN
EDGE NAILING
3 - 3" X 0.131' NAILS
70E NAIL
EQUAL
3 - 3" 14 GA. STAPLES
ES
12. RIM JOIST TO TOP PLATE
8d (2 1/2' X 0.131') AT 6" O.C.
(E)
EXISTING
3" X 0.131" NAIL AT 6" O.C.
TOE NAIL
EXPANSION
3" 14 GA. STAPLE AT 6" O.C.
EXT
13. TOP PLATES, UPS AND INTERSECTIONS
2 - 16d COMMON (3 1/2' X 0.182')
EW
EACH WAY
3-3'X0.131"NAILS
FACE NAIL
FINISH FLOOR
3 - 3" 14 GA. STAPLES
FIN
14. CONTINUOUS HEADER, TWO PIECES
16d COMMON (3 1/2" X 0.162")
16" O.C. ALONG EDGE
15. WILING JOISTS TO PLATE
3 - 8d COMMON (2 1/2' X 0.131')
FLR
FLOOR
5 - 3' X 0.131' NAILS
TOE NAIL
FOUNDATION
5 - 3" 14 GA. STAPLES
FOHC
16. CONTINUOUS HEADER TO SND
4 - 8d COMMON (2 1/2" X 0.131')
TOE NAIL
17. CEILING JOISTS, LAPS OVER PARTITIONS
3 - 16d COMMON (3 1/2" X 0.162') MIN,
FS
FAR SIDE
TABLE 2308.10.4.1
FTG
FOOTING
4 - 3" X 0.131' NAILS
FACE NAIL
GAUGE
4 - 3" 14 GA. STAPLES
GALV
18- CEILING JOISTS TO PARALLEL RAFTERS
3 - 16d COMMON (3 1/2" X 0.162") MIN,
GLB
GLUE -LAM BEAM
TABLE 2308.10.4.1
HDG
HOT DIPPED GALVANIZED
4 - 3" X 0.131' NAILS
FACE NAIL
HEADER
4 - 3" 14 GA. STAPLES
HGR
19. RAFTER TO PLATE
3 - 8d COMMON (2 1/2" X 0.131")
HORIZ
HORIZONTAL
5 - 3" X 0.131" NAILS
TOE NAIL
INSIDE DIAMETER
5 - 3" 14 GA. STAPLES
INT
20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE
2 - Bd COMMON (2 1/2" X 0.131')
JST
JOIST
2-3"X0.131"NAILS
FACE NAIL
JOINT
3 - 3" 14 GA. STAPLES
21. 1" X 8" SHEATHING TO EACH BEARING
3 - 8d COMMON (2 1/2" X 0.131")
FACE NAIL
22. WIDER THAN 1" X 8' SHEATHING TO EACH BEARING
3 - 8d COMMON (2 1/2" X 0.131')
FACE NAIL
23. BUILT-UP CORNER STUDS
16d COMMON (3 1/2" X 0.162')
24' O.C.
3" X 0.131' NAILS
16" O.C.
3" 14 GA. STAPLES
16" O.C.
24. BUILT-UP GIRDER AND BEAMS
20d COMMON (4" X 0.192") AT 32' O.C.
FACE NAIL AT TOP AND
3" X 0.131' NAILS AT 24" O.C.
BOTTOMSTAGGERED ON
3" 14 GA. STAPLES AT 24. O.C.
OPPOSITE ENDS
2 - 20d COMMON (4" X 0.192')
FACE NAIL AT ENDS AND
3 - 3" X 0.131' NAILS
AT EACH SPLICE
3 - 3" 14 GA. STAPLES
25. 2" PLANKS
16d COMMON (3 1/2" X 0.162')
AT EACH BEARING
26. COLLAR TIE TO RAFTER
3 - 10d COMMON (3" X 0.148")
4 - 3" X 0.131' NAILS
FACE NAIL
4 - 3" 14 GA. STAPLES
27. JACK RAFTER TO HIP
3 - 10d COMMON (3' X 0.148")
4 - 3" X 0.131" NAILS
TOE NAIL
4 - 3" 14 GA. STAPLES
2 - 16d COMMON (3 1/2" X 0.162')
FACE NAIL
3 - 3' X 0.131" NAILS
3 - 3" 14 GA. STAPLES
28. ROOF RAFTER TO 2X RIDGE BEAM
2 - 16d COMMON (3 1/2" X 0.162")
3 - 3" X 0.131' NAILS
TOE NAIL
3 - 3" 14 GA. STAPLES
2 - 16d COMMON (3 1/2' X 0.162')
FACE NAIL
3 - 3" X 0.131" NAILS
3 - 3" 14 GA STAPLES
29. JOIST TO BAND JOIST
3 - 16d COMMON (3 1/2" X 0.162')
4 - 3" X 0.131' NAILS
FACE NAIL
4 - 3" 14 GA. STAPLES
30. LEDGER STRIP
3 - 16d COMMON (3 1/2' X 0.162')
4 - 3" X 0.131' NAILS
FACE NAIL
4 - 3" 14 GA. STAPLES
31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD'
1/2" AND LESS 6d"
SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING)
2 3/8" X 0.113' NAIL
19/32" TO 3/$ 8d OR 6d'
2 3/8" X 0.113' NAIL'
7/8" TO 1' 8d'
SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT
1 1/8" TO 1 1/4" 10d'OR 8d'
TO FRAMING)
3/4" AND LESS 6d'
7/8' TO 1" 8d'
1 1/8' TO 1 1/4' 10d'OR Bd'
32. PANEL SIDING (TO FRAMING)
1/2" AND LESS BA
5/8" 8d'
33. FIBERBOARD SHEATHING'
1/2' No. 11 GAGE ROOFING NAIL'
6d COMMON NAIL (2" X 0.113")
No. 16 GAGE STAPLE'
25/32' No. 11 GAGE ROOFING NAIL'
Bd COMMON NAIL (2 1/2" X 0.131')
No. 16 GAGE STAPLE'
34. INTERIOR PANELING
1/4" 4d'
6d'
a. common or box nails are permncea to as usea except wnere omerwise eiatea.
b. Naps spaced at 6 Inches on center at edges, 12 Inches at Intermediate supports except 6 Inches at supports where spans are
48 Inches or more. For balling of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails
far wall sheathing are permitted to be common, box or casing.
c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131'; 10d - 3" x 0.148')
d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148")
e. Deformed shank (fid - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148")
I. Cgrrosion-reaistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113")
nap
9. Fasteners spaced 3 Inches on center at exterior ridges and 6 Inches on center at intermediate supports, when used as
structural sheathing. Spacing shall be 6 Inches on center on the edges and 12 Inches on center at Intermediate supports fa
nonstructural applications.
h. Corrosion-resistont roofing naps with 7/16 Inch diameter hood and 1 1/8 Inch length fa 1/2 Inch sheathing and 1 3/4 Inch
length for 25/32 sheathing.
I. Corrosion -resistant staples with nominal 7/16 Inch crown and 1 1/8 Inch length for 1/2 Inch sheathing and 1 1/2 inch length
for 28/32 sheathing. Panel supports at 16 Inches (20 inches N strength axis In the long direction of the panel, unless otherwise
markgd),
} Cooing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 Inches on panel edges, 12 Inches at Intermediate supports.
k. Panel supports at 24 Inches. Casing or finish nails spaced 6 Inches an panel edges, 12 Inches at Intermediate supports.
I. Fqr roof sheathing applications, Bd nails (2 1/2" x 0.113") are the minimum required for wood structural panels.
M. `vtoples shall have a minimum crown width of 7/16 Inch.
n. For roof sheathing applications, fasteners spaced 4 Inches on center at edges, 8 Inches at intermediate supports.
o. Fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports fa aubfioor and wall sheathing and 3 Inches
on c4nter at edges, 6 inches at intermediate supports of roof sheathing.
p. Fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports.
TYPICAL FASTENING SCHEDULE ( 5
NO SCALE SN
ABBREVIATIONS
AB
ANCHOR BOLT
K
ADVL
ADDITIONAL
L
ADJ
ADJACENT
LLH
ALT
ALTERNATE
LLV
ARCH
ARCHITECTURAL
LONG
BLDG
BUILDING
LSL
BLKG
BLOCKING
LVL
BM
BEAM
MAX
BOTT (B)
BOTTOM
MB
BTF
BEAT TO FIT
MECH
BTWN
BETWEEN
MFR
CB
CARRIAGE BOLTS
MIN
CCJ
CONTROLJOINT
MISC.
CIP
CAST -IN-PLACE CONCRETE
MTL
CJ
CONSTRUCTION JOINT
(N)
CLR
CLEAR
NS
CMU
CONCRETE MASONRY UNITS
NSA
COL
COLUMN
NTS
CONC
CONCRETE
OC
CONN
CONNECTION
OD
CONSTR
CONSTRUCTION
OH
CONT
CONTINUOUS
OPNG
CONTR
CONTRACTOR
OVS
CP
COMPLETE PENETRATION
PDF
CTR
CENTER
PERP
CTSK
COUNTERSINK
PL
DBL
DOUBLE
PLWD
DF
DOUGLAS FIR
PLCS
DF -L
DOUGLAS FIR - LARCH
PP
DIA
DIAMETER
PT
DJ
DOUBLE JOIST
P/C
EA
EACH
P/T
EF
EACH FACE
REINF
EL
ELEVATION (DATUM)
REQ'D
ELEV
ELEVATION (VIEW) OR ELEVATOR
SC
EN
EDGE NAILING
SEOR
EQ
EQUAL
1
ES
EACH SIDE
SHTG
(E)
EXISTING
SIM
EXP
EXPANSION
SOG
EXT
EXTERIOR
STD
EW
EACH WAY
STIFF
FF
FINISH FLOOR
STL
FIN
FINISH
SQ
FJ
FLOOR JOIST
SS
FLR
FLOOR
SWS
FNDN
FOUNDATION
SYM
FOHC
FREE OF HEART CENTER
T&B
FOS
FACE OF STUD
TO(P)
FS
FAR SIDE
TOC
FTG
FOOTING
TOF
GA
GAUGE
TOS
GALV
GALVANIZED
TOW
GLB
GLUE -LAM BEAM
TN
HDG
HOT DIPPED GALVANIZED
TYP
HDR
HEADER
LINO
HGR
HANGER (SIMPSON)
VERT
HORIZ
HORIZONTAL
WP
ID
INSIDE DIAMETER
WWF
INT
INTERIOR
W/
JST
JOIST
W/0
1T
JOINT
2X SOLID
KIPS
ANGLE
LONG LEG HORIZ.
LONG LEG VERT.
LONGITUDINAL
LONG SLOTTED HOLE
LAMINATED VENEER LUMBER
MAXIMUM
MACHINE BOLTS
MECHANICAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
METAL
NEW
NEAR SIDE
NELSON STUD ANCHOR
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OPPOSITE HAND
OPENING
OVERSIZE ROUND HOLE
POWDER DRIVEN FASTENER
PERPENDICULAR
PLATE
PLYWOOD
PLACES
PARTIAL PENETRATION
PRESSURE TREATED
PRECAST CONCRETE
POST -TENSIONED
REINFORCEMENT
REQUIRED
SLIP CRITICAL
STRUCTURAL ENGINEER OF
RECORD
SHEATHING
SIMILAR
SLAB -ON -GRADE
STANDARD
STIFFENER
STEEL
SQUARE
STAINLESS STEEL
SHEAR WALL SCHEDULE
SYMMETRICAL
TOP & BOTTOM
TOP OF (PLYWOOD)
TOP -OF -CONCRETE
TOP -OF -FOOTING
TOP -OF -STEEL
TOP -OF -WALL
TOE NAIL
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
WORKPOINT
WELDED WIRE FABRIC
WITH
WITHOUT
PERMIfi#-��Y - -�
L,UjECO0 IJTY DEVcLON1ENT SEAViL`�
FiEVIEW PLIANT
CT�ByE
DATE
REVIEWED
FOR CODE COMPLIANCE
JUL 2 8 2u46
TRB AND ASSOCIATES
SHEATHING PER SWS TYPE
"6", TYP ENTIRE WALL
WATERPROOFING AND
DRAINAGE BY OTHERS
PLY AT BLOCKS
\46" BLOCK
TYP.
BALLOON STUDS
AT 12" O.C. U.N.O.
CONT. 2X6 SLOPED AT
RAFTER PLANE WITH
(3) 16d PER WALL
STUD, 16" O.C. MAX
NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP.
TYPICAL ROOF FRAMING DETAIL
NO SCALE
1
SN
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K
D �A Z
":No. 75688'
* . 6/ 0/18
,S> CIVI\-
gT4_pF
CALIF 0�
7/11/16
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
383 Rio Lindo
Ave.
Suite 200
Chico, CA
95926
P. 530.592.4407
SummitChico.com
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REVISIONS:
2L PC#1
7/11/16
DATE:
5/28/16
SCALE:
NTS
DRAWN BY:
RKB
JOB NUMBER: 16-226
SHEET:
SN
,
REINFORCIN
3" MI
16" MIN
ALL NON -SHEAR WALLS AND
NON-BEARING WALLS TO HAVE
HILTI X-CP72 SHOT PINS PER
ICC ESR -2379 AT 24" O.C.-,
SILL PLATE
SLAB -ON -GRADE
PER PLAN
WALL FRAMING PER PLAN
SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1
WHERE OCCURS - /
1/2" ISOLATION JOINT
CONCRETE SLAB -ON -GRADE
EN PER PLAN. SLOPE PER
ARCH
6" MIN II ELEV. PER ARCH
SLOPE GRADE 8" MIN II
AWAY FROM FNDN
.._ ._..._ _ .. LL
is
..
0 0
#4 AT 24" OC VERT, #4
AT 18" OC HORIZ, WHERE 112^ MIN
STEM WALL HEIGHT > 1'-6"
8„
TYPICAL HANGER SCHEDULE
MEMBER SIZE
SIMPSON HANGER TYPE
FASTENER TYPE
AT SUPPORTING AT SUPPORTED
MEMBER MEMBER
2X4/2X6/2X8/
2)(10/2X12
WS24/LUS26/LUS28/
WS210AUS210
10d
10d
DBL 2X6/DBL 2X8/
DBL 2)(10/DBL 2X12
HUS26-2TF/HUS28-2TF/
HUS210-27.7HUS212-2TF
16d
16d
4X8/4X10/012
HU48TF/HU4107/HU412TF
16d
10d
6X8/6X10/6X12
HU68TF/HU61OTF/HU612TF
16d
16d
TJI/BCI
ITS
10d
NOT REQ'D
LVL/PSL
HGLTV
16d
16d
QLU-LAM
HGLTV
16d
16d
#4 CONT TOP AND BOTT NOTES:
SPREAD FOOTING PER 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED.
3" CUR, TYP �` -12" s�. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED.
PLAN WHERE OCCURS 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION.
4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O.
NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED a. FASTENER SIZES: 16d=0.162" DIA. X 3 1LENGTH
EXTERIOR WALLS PER PLAN, WHERE OCCURS. 10d 148" DIA. X 3" LLENENGTH,
10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH
IN PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION
APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT.
TYPICAL THICKENED FOOTING AT SSTB 20 TYPICAL NON-BEARING WALL DETAIL 16 TYP EXTERIOR GARAGE WALL FNDN DETAIL 12 TYPICAL METAL HANGER SCHEDULE 8
NO SCALE SDI NO SCALE SDI NO SCALE SDI NO SCALE SDI
NOTES:
STRAP 1,) USE CONT. 1 3/4" LVL LEDGER WITH (3) 1/4" DIA. SDS SCREWS AT
SHEAR PLY AND 2X4 BLK'G 16" O.C. WITH 2 1/2" EMBED AT "I" JOISTS. SIX SCREWS MIN. PER PIECE.
NAILING PER PLAN
2.) PROVIDE 2X FULL DEPTH SOLID BLOCKING AT 8'-0" O.C. AT ALL CEILING
E.N. JOISTS LONGER THAN 13'-0".
A CONT. 2X LEDGER WITH (2)
TOP PLATE N SHEAR PER PLAN 1/4" DIA. SDS SCREWS AT
HEADER KING STUDS 16 O.C. WITH 2 1/2
PER 6/SD1� PER PLAN WHERE OCCURS
/# MAY VARY EMBED AT SOLID SAWN
WALL FRAMING PER PLAN
E.N. PLY AT
BLK'G/HDR
_/1R PLY
D NAILING
R PLAN
E.N. PLY AT
BLK'G/SILL
SHEAR PLY AND
NAILING PER PLAN
HD AND COMP POST
PER SCHEDULE
E.N. 0
CONTINUOUS WALL
WHERE OCCURS - N.
PARTIAL PLAN
SHEAR PLY AND
NAILING PER PLAN
CONT. 2X LEDGER WITH CEILING JOISTS. FOUR
SCREWS MIN. PER PIECE
(3) 16c1 PER WALL STU CJ
2X SOLID
P.T. DF SILL AND BLOCKS
A.B. PER 3/SDI SOFFIT ELEV SOFFIT ELEV
PER ARCH PER ARCH
SLAB PER PLAN,,,MTL HGR 2X SOLID
BALLOON STUDS BLOCKS
AT 16" O.C. U.N.O. BALLOON STUDS
« 1
I AT 16" O.C. U.N.O.
CEILING JOIST SPAN TABLE
0
\-(2) #4 T&B
NOTE: SEE DETAIL 20/SD1 FOR ADDITIONAL INFORMATION.
PROVIDE GAP BETWEEN PANELS
E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN.
CEILING
JOIST
MAX SPAN 16" O.C.
2X4
DF#2
8'-9"
2X6
DF#2
12'-10"
2X8
BLOCK TYP.
16'-3"
2X10
DF#2
19'-10"
f
3OUD
9 1/2" JOIST: 21'-0"
BCI "I"
JOIST
11 7/8" JOIST: 25'-0"
3'-0"
12"
OPENING WIDTH
3'-6"
3'-6"
12"
F4
4'-0"
4'-0"
12"
F4.5
MAY VARY
4'-6"
18"
F5
5'-0"
5'-0"
18"
F5.5
5'-6"
5'-6"
18"
F6
CS16 STRAP X (10'-0" + OPENING
6'-0"
18"
C
7PT
1 2" DIA A.B.
WIDTH) LONG ABOVE AND BELOW
II
II
PROVIDE 6" MIN WIDTH STEM BEYOND
II
CONCRETE
SLAB -ON -GRADE
OPENING WITH 10d NAILS AT 2 1/16" zI
N
II
II
„w*wA35
ISH
260
O.C. CENTERED ON OPENING. WRAP LU
RBC AT V-8" O C
4'-4" O C.
AN
MI
AT CORNERS WHERE THEY OCCUR. 0
II
I•
`
) PE
„
PROVIDE CONTINUOUS STRAP OVER
4`
I'I
II
12d AT 5" O.C.
II
r'
MULTIPLE WINDOWS WHERE OCCURS
i°I
I°I
3/8"
I•I
12d AT 5" O.C.
WHERE
!
i� �? C
.
(4)
PROVIDE SIMPSON RPS22
AT EACH END AND #4 VERT 12
1/2 UP AT GARAGE
490*
1/4 AMPLITUDE
11 1jj.1
3'-0 O C.
11
As
12d AT 4" O.C.
A35 AT V-5" O.C.
/�
(4)
A
11
(11
1.1
11.
11
A 1.1BOTTOM
RBC AT 10 O.C.
STRAP AT EACH PLATE, TOP PLATE PER 6/SD1
O.C., (3) MIN PER WALL SEGMENT
PLATE
12d AT 3" O.C.
11°1IITYP
USE 3X SILLCly
(4)
RBC AT 8" O.C.
1 -9 O.C.
Id
(2) MIN PER NOTCH
---L --
--u---J1_
1 1/2"
E.N. PLY AT
BLK'G/HDR
_/1R PLY
D NAILING
R PLAN
E.N. PLY AT
BLK'G/SILL
SHEAR PLY AND
NAILING PER PLAN
HD AND COMP POST
PER SCHEDULE
E.N. 0
CONTINUOUS WALL
WHERE OCCURS - N.
PARTIAL PLAN
SHEAR PLY AND
NAILING PER PLAN
CONT. 2X LEDGER WITH CEILING JOISTS. FOUR
SCREWS MIN. PER PIECE
(3) 16c1 PER WALL STU CJ
2X SOLID
P.T. DF SILL AND BLOCKS
A.B. PER 3/SDI SOFFIT ELEV SOFFIT ELEV
PER ARCH PER ARCH
SLAB PER PLAN,,,MTL HGR 2X SOLID
BALLOON STUDS BLOCKS
AT 16" O.C. U.N.O. BALLOON STUDS
« 1
I AT 16" O.C. U.N.O.
CEILING JOIST SPAN TABLE
0
\-(2) #4 T&B
NOTE: SEE DETAIL 20/SD1 FOR ADDITIONAL INFORMATION.
PROVIDE GAP BETWEEN PANELS
E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN.
CEILING
JOIST
MAX SPAN 16" O.C.
2X4
DF#2
8'-9"
2X6
DF#2
12'-10"
2X8
DF#2
16'-3"
2X10
DF#2
19'-10"
BCI "I"
JOIST
9 1/2" JOIST: 21'-0"
BCI "I"
JOIST
11 7/8" JOIST: 25'-0"
TYPICAL OPENING STRAPPING DETAIL 19 TYPICAL CORNER HOLDOWN DETAIL 15 TYPICAL INTERIOR FOUNDATION DETAIL II TYPICAL DROPPED CEILING DETAIL 7
NO SCALE SDI NO SCALE SD1 NO SCALE SDI NO SCALE SDI
WALL CONTINUES WHERE
( OCCURS PER PLAN
THICKNESS
3^ CLR (5) 16d
1/2 STRAP LENGTH A + + + +
N + +
3" CL 6" Q.C., TYP +
TOP PLATE PER 6/SDI
3" aR PARTIAL PLAN AT TOP PLATE CORNER AND TEE
PER ARCH `i1
_+ _+ _ --E.N. REINFORCE WITH #4 DBL 2X TOP PLATE �MST126 STRAP, U.N.O.,
TYP AT 6" O.C. E.W. PER DETAIL BELOW CENTERED ON DISCONTINUITY
RAKED PLATE +r FTG TYPE PER PLAN , r-�z
WHERE OCCURS.
CS16 X 2X BLOCK
7-0 FLAT, TYP
LENGTH
TOP PLATEJ
PER 6/SDI
WALL FRAMING
PER PLAN, TYP-
+ _+ _+ -E.N.
I I I TYP
I +I
I II
II II
II II
I+I I+I
II II
SHEAR PLY PER PLAN, OTHERWISE
PROVIDE 3/8" MIN APA RATED
PLY WITH 8d NAILS AT 6" O.C.
CORNER WHERE OCCURS
EDGES AND 12" O.C. FIELD
CONCRETE 1/2" ISOLATION JOINT
SLAB-ON-GRADELj CONCRETE
PER PLAN SLAB -ON -GRADE
PER PLAN
I -
I I
I I
is
SPREAD FOOTING PER
PLAN WHERE OCCURS
NOTE: SEE DETAIL 9/SD1 FOR ADDITIONAL INFORMATION.
STUB DIRECTLY UNDER SPLICE, TYP.
TYPICAL TOP PLATE DISCONTINUITY
(5) 16d AT CORNER OR INTERSECTING WALL
16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d
(12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12)
(12) MIN. BETWEEN SPLICES
--STUD DIRECTLY
UNDER SPLICE, TYP. Ii
INTERSECTING WALL OR CORNER WHERE OCCURS --1
PICAI TOP PLATE SPLICE
CORNER WHERE OCCURS
16d NAILS AT
TOP PLATE PER 6/SDI (LAPPED CORNERS, TYP
II I•I I•I I FI
PROVIDE GAP BETWEEN I ELD NAIL PER I I SHEAR WALL I I CHED.
PANELS AS REQ'D BY I I I
MFR, 1/8" MIN II°I I
II II II I EN PER SHEAR
WALL SCHED.
BLOCK AS REQ'D I PLY I II II
AT ALL EDGES, TYP - SHEAR COMPRESSION
PER SHEAR POST AS REQ'D
16" MAX STUD WALL SCHED.- PER HOLDOWN
SPACING - - SCHEDULE
II I --USE 3X STUD AT I'I HOLDOWN
ABUTTING PANEL PER
II EDGES WHERE fa SCHEDULE
LI REQ'D PER SHEAR II
II WALL SCHEDULE I I°I
II I LI LI I 11
I°I I II II Il
II I II II I I•I
1 --!
SILL PLATE AND AB
SIZE/SPACING PER SCHED.
12"
FOUNDATION PER PLAN MAX.
NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS
TYPICAL SHEAR WALL ELEVATION 4
NO SCALE S D I
AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2"
DIAM. TMN HD AT REQUIRED A.B. SPACING WITH 4" EMBED IN
FOUNDATION, 1 3/4" MIN. EDGE DIST., 8" MIN. END DIST., 8"
MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO
DRILLING. INSTALL PER MFR'S RECOMMENDATIONS
12" MAX 6'-0" MAX AT (1) AND (2) STORY
5" MIN P.T. SILL
SEE SHEAR WALL SCHED.
II II II ^ t� JJ PLATE WASHER II
u L I L 7 MIN 3" X 3" X .229", TYP L
L L ' �MASA/MASAP ANCHOR OPTION PER NOTE 4
1/2" DIA A.B. WITH
2" HOOK, TYP FNDN PER PLAN
NOTES:
1. SILL PLATE SHALL- BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR WALL SCHEDULE.
2. PROVIDE (2) BOLTS MIN PER SILL PLATE.
3. DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE
USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT.
4. SIMPSON MASA OR MASAP CAST -IN-PLACE MUDSILL ANCHORS ARE PERMITTED TO BE USED
IN UEU OF ANCHOR BOLTS AT SPACING EQUIVALENT TO ANCHOR BOLT SPACING, UNLESS
NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION. MINIMUM
STEM WALL WIDTH FOR MASA OR MASAP ANCHORS IS 6". USE ANCHOR BOLTS AT STEM
Wel I wr)Twcz I FSS THAN 6"_
TYPICAL FNDN ANCHOR BOLT DETAIL 3
NO SCALE S D I
REVIEWED
FOR CODE COMPLIANCE
JUL 2 8 2016
TRD AND ASSOCIATES
FOOTING SCHEDULE
HOLDOWN SCHEDULE
FOOTING TYPE
DIMENSION A
DIMENSION B, U.N.O.
THICKNESS, U.N.O.
F1.5
V-6"
V-6"
12"
F2
2'-0"
2'-0"
12"
F2.5
2'-6"
2'-6"
12"
F3
3'-0"
3'-0"
12"
F3.5
3'-6"
3'-6"
12"
F4
4'-0"
4'-0"
12"
F4.5
4'-6"
4'-6"
18"
F5
5'-0"
5'-0"
18"
F5.5
5'-6"
5'-6"
18"
F6
6'-0"
6'-0"
18"
CONCRETE 1/2" ISOLATION JOINT
SLAB-ON-GRADELj CONCRETE
PER PLAN SLAB -ON -GRADE
PER PLAN
I -
I I
I I
is
SPREAD FOOTING PER
PLAN WHERE OCCURS
NOTE: SEE DETAIL 9/SD1 FOR ADDITIONAL INFORMATION.
STUB DIRECTLY UNDER SPLICE, TYP.
TYPICAL TOP PLATE DISCONTINUITY
(5) 16d AT CORNER OR INTERSECTING WALL
16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d
(12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12)
(12) MIN. BETWEEN SPLICES
--STUD DIRECTLY
UNDER SPLICE, TYP. Ii
INTERSECTING WALL OR CORNER WHERE OCCURS --1
PICAI TOP PLATE SPLICE
CORNER WHERE OCCURS
16d NAILS AT
TOP PLATE PER 6/SDI (LAPPED CORNERS, TYP
II I•I I•I I FI
PROVIDE GAP BETWEEN I ELD NAIL PER I I SHEAR WALL I I CHED.
PANELS AS REQ'D BY I I I
MFR, 1/8" MIN II°I I
II II II I EN PER SHEAR
WALL SCHED.
BLOCK AS REQ'D I PLY I II II
AT ALL EDGES, TYP - SHEAR COMPRESSION
PER SHEAR POST AS REQ'D
16" MAX STUD WALL SCHED.- PER HOLDOWN
SPACING - - SCHEDULE
II I --USE 3X STUD AT I'I HOLDOWN
ABUTTING PANEL PER
II EDGES WHERE fa SCHEDULE
LI REQ'D PER SHEAR II
II WALL SCHEDULE I I°I
II I LI LI I 11
I°I I II II Il
II I II II I I•I
1 --!
SILL PLATE AND AB
SIZE/SPACING PER SCHED.
12"
FOUNDATION PER PLAN MAX.
NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS
TYPICAL SHEAR WALL ELEVATION 4
NO SCALE S D I
AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2"
DIAM. TMN HD AT REQUIRED A.B. SPACING WITH 4" EMBED IN
FOUNDATION, 1 3/4" MIN. EDGE DIST., 8" MIN. END DIST., 8"
MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO
DRILLING. INSTALL PER MFR'S RECOMMENDATIONS
12" MAX 6'-0" MAX AT (1) AND (2) STORY
5" MIN P.T. SILL
SEE SHEAR WALL SCHED.
II II II ^ t� JJ PLATE WASHER II
u L I L 7 MIN 3" X 3" X .229", TYP L
L L ' �MASA/MASAP ANCHOR OPTION PER NOTE 4
1/2" DIA A.B. WITH
2" HOOK, TYP FNDN PER PLAN
NOTES:
1. SILL PLATE SHALL- BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR WALL SCHEDULE.
2. PROVIDE (2) BOLTS MIN PER SILL PLATE.
3. DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE
USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT.
4. SIMPSON MASA OR MASAP CAST -IN-PLACE MUDSILL ANCHORS ARE PERMITTED TO BE USED
IN UEU OF ANCHOR BOLTS AT SPACING EQUIVALENT TO ANCHOR BOLT SPACING, UNLESS
NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION. MINIMUM
STEM WALL WIDTH FOR MASA OR MASAP ANCHORS IS 6". USE ANCHOR BOLTS AT STEM
Wel I wr)Twcz I FSS THAN 6"_
TYPICAL FNDN ANCHOR BOLT DETAIL 3
NO SCALE S D I
REVIEWED
FOR CODE COMPLIANCE
JUL 2 8 2016
TRD AND ASSOCIATES
SINKERS AT 16" O.C- NOTES:
MIN. BETWEEN SPLICES 1. HOEDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
2. FOR SSTB INSTALLATION IN 3X PLATE, USE SSTBL.
3. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED.
DBL 2X 4. SEE DETAIL 20/S01 FOR THICKENED FOOTING AT ANCHORS, WHERE REQUIRED.
TOP PLATE PERMIT# M -oon3
BUTTE COUNTY DEVELOPMENT SERVICES
C JREEV[I�EWNIPI IA FOR
DATE16
t BY T �- -
TYPICAL OFFSET TOP PLATE DETAIL 18 TYPICAL SPREAD FOOTING SCHEDULE 14 TYPICAL FOUNDATION DETAIL 10 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL HOEDOWN SCHEDULE 2
NO SCALE SD1 NO SCALE SDI NO SCALE SDI NO SCALE SD1 NO SCALE SDI
TOP PLA7E
PER 6/SD1
3 1%2" MAX. . DEPTH FOR 2XPL.
DEPTH FOR 2X6 PIL
WALL FRAMING
i-�-5 1/2" MAX
PER PLAN
Irq
"AI
al
HOLDOWN SCHEDULE
PT DF SILL AND
KING
SIMPSON
MODEL
NUMBER
MIN.
COMP.
POST
DIST. FROM CENTER
OF CONC. ANCH.
TO FACE OF POST
CONCRETE
SEE
SINGLE POUR
ANCHOR TYPE
NOTE 3
TWO POUR
NAILS/
SDS SCREWS/
POST BOLTS
MIN.
STEM
WALL
WIDTH
HDU2
DBL 2X
1 5/16"
SSTB16
SSTB20
6 SCREWS
6"
HDU4
DBL 2X
1 5/16"
SSTB20
SSTB24
10 SCREWS
6"
HDU8
6X6
1 3/8"
SSTB28
SST834
20 SCREWS
1 8"
SINKERS AT 16" O.C- NOTES:
MIN. BETWEEN SPLICES 1. HOEDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
2. FOR SSTB INSTALLATION IN 3X PLATE, USE SSTBL.
3. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED.
DBL 2X 4. SEE DETAIL 20/S01 FOR THICKENED FOOTING AT ANCHORS, WHERE REQUIRED.
TOP PLATE PERMIT# M -oon3
BUTTE COUNTY DEVELOPMENT SERVICES
C JREEV[I�EWNIPI IA FOR
DATE16
t BY T �- -
TYPICAL OFFSET TOP PLATE DETAIL 18 TYPICAL SPREAD FOOTING SCHEDULE 14 TYPICAL FOUNDATION DETAIL 10 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL HOEDOWN SCHEDULE 2
NO SCALE SD1 NO SCALE SDI NO SCALE SDI NO SCALE SD1 NO SCALE SDI
TOP PLA7E
PER 6/SD1
3 1%2" MAX. . DEPTH FOR 2XPL.
DEPTH FOR 2X6 PIL
WALL FRAMING
i-�-5 1/2" MAX
PER PLAN
Irq
"AI
al
�
PT DF SILL AND
KING
• v' iIIiIIi., O . II!�`IIIIIi�.
�
UP TO
4'-0"
/ A \
LGEND
STRUCTURAL SHEAR WALL TYPE N FOR A MINIMUM
PT DF SILL AND
KING
STUDS
UP TO
4'-0"
N L=X' -Y"
LENGTH OF X' -Y"
PER SCHEDULE BELOW.
2X6
UP TO
10'-0"
SEE PLAN
(2) 2X6
(2)
2X6
N
�
SEE PLAN
AB PER 3/SD1
(2)
SHEAR PER PLAN
SHEAR WALL SCHEDULE
SHEAR
WALL
EDGE
NAILING
SHEA-
THING
ALLOW.
LOAD
B
F
OR SPACING
3X PT SILL
ADD'L
A
(3)
(2)
#/ T
FASTENING (3)(5)
WHERE OCCURS
A A
NOTES
1
B
C
7PT
1 2" DIA A.B.
N
PROVIDE 6" MIN WIDTH STEM BEYOND
CONCRETE
SLAB -ON -GRADE
N
E
„w*wA35
3/8
260
12d AT 7 O.C.
RBC AT V-8" O C
4'-4" O C.
MI
-POST
`
PER 12/SD1 WITH #4 TOP HOOKED
„
„
PER PLAN
4`
ROUGHEN SURFACE
350*
12d AT 5" O.C.
RBC AT 1'-2" O.C.
r'
3'-4" O.C.
A4
C
3/8"
380*
12d AT 5" O.C.
WHERE
!
i� �? C
.
(4)
PROVIDE SIMPSON RPS22
AT EACH END AND #4 VERT 12
1/2 UP AT GARAGE
490*
1/4 AMPLITUDE
1 -3 O.C.
3'-0 O C.
As
12d AT 4" O.C.
A35 AT V-5" O.C.
/�
(4)
2"
OCCURS
640*
RBC AT 10 O.C.
STRAP AT EACH PLATE, TOP PLATE PER 6/SD1
O.C., (3) MIN PER WALL SEGMENT
DOOR OPENING
12d AT 3" O.C.
-
USE 3X SILLCly
(4)
RBC AT 8" O.C.
1 -9 O.C.
(2) MIN PER NOTCH
WHERE REQUIRED
1 1/2"
:: ..
1 /2" ISOLATION JOINT
SLOPE
1/2 ISOLATION
JOINT BEYOND
ELEV PER ARCH h
SLAB TIES o. ..
AT 4-0 OC O
^ o
8" MIN
CLR MIN, SLOPE FINISHED
TYP ____.-GRADE AWAY
SHEAR WALL
LGEND
STRUCTURAL SHEAR WALL TYPE N FOR A MINIMUM
TRIMMERS
KING
STUDS
UP TO
4'-0"
N L=X' -Y"
LENGTH OF X' -Y"
PER SCHEDULE BELOW.
2X6
UP TO
10'-0"
SEE PLAN
(2) 2X6
(2)
2X6
UP TO
18'-0"
SEE PLAN
(3) 2X6
(2)
2X6
SHEAR WALL SCHEDULE
SHEAR
WALL
EDGE
NAILING
SHEA-
THING
ALLOW.
LOAD
SOLE PLATE
"SIMPSON"
OR SPACING
3X PT SILL
ADD'L
TYPE
(3)
(2)
#/ T
FASTENING (3)(5)
CUP SPACING
A A
NOTES
1
7PT
1 2" DIA A.B.
AT 2'-8" OC%3,6
„w*wA35
3/8
260
12d AT 7 O.C.
RBC AT V-8" O C
4'-4" O C.
`
4*
4`
3/8"
350*
12d AT 5" O.C.
RBC AT 1'-2" O.C.
2'-9" O.C.
3'-4" O.C.
A4
4"
3/8"
380*
12d AT 5" O.C.
A35 AT V-8- 0 C."
!
i� �? C
.
(4)
3"
3/8"
490*
RBC AT 1'-0" O.C.
1 -3 O.C.
3'-0 O C.
As
12d AT 4" O.C.
A35 AT V-5" O.C.
/�
(4)
2"
3/8"
640*
RBC AT 10 O.C.
1'-0 O.C.
2'-4* O.C.
12d AT 3" O.C.
A35 AT 1'-0" O.C.
USE 3X SILLCly
(4)
RBC AT 8" O.C.
1 -9 O.C.
PAVEMENT AND - 3 #4 AT 24 OC VERT, #4 a _ A. HEADER PER SCHEDULE SILL PLATE
SUBGRADE BY OTHERS i AT 18" OC HORIZ, FROM FOUNDATION Q, TRIMMERS PER SCHEDULE
WHERE SIZE AND A.B. * ALLOWABLE LOAD MAY BE MUL11PUED BY 1.4 PER CBC 2306.4.1 WHERE WIND GOVERNS
ONCRETE SLAB -ON -GRADE STEM WALL HEIGHT > V-6 6" MIN l 4. KING STUDS PER SCHEDULE SPACING PER 3/SD1
1 I 1 1/2" WALL FRAMING NATURAL ° a; ° PER PLAN. SLOPE PER 12" MIN 4. (2) A35 AT POSTS AND MULTIPLE KING STUDS
MAX, TYP. PER PLAN, TYP GRADE LINE " " ° o ARCH #4 CONT TOP AND BOTT 1 « 8„ I~. BLOCK AT PLYWOOD SPLICE, AND MAX 10' UNBRACED STUD LENGTHS NOTES:
F. NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12 O.C. STAGGERED 1. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16 O.C. MAX,
_
Q. WALL STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. BLOCK ALL PANEL EDGES.
12" MIN 1 1/2" (2) LAYERS OF H. POST PER PLAN 2. SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING U.N.O, APPLY SHEATHING AND NAILING
CLR �- BUILDING PAPER 3" CUR, TYP w SPREAD FOOTING PER TO BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES'. "
3" CUR-�12(2) #4 TOP AND PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE - 110 MPH EXP. C 3 NAILS: USE 8d COMMON OR 8d GUN NAILS (DIA. = 0.131) EDGE NAIL AT ALL PANEL EDGES, TOP
PIPE AS OCCURS
12 BOTT, CONT THIS LINE
NOTE: "
1.) DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATBR THAN NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED
1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. EXTERIOR WALLS PER PLAN, WHERE OCCURS.
OPENING
SIZE (A)
HEADER SIZE
TRIMMERS
KING
STUDS
UP TO
4'-0"
SEE PLAN
(1) 2X6
(1)
2X6
UP TO
10'-0"
SEE PLAN
(2) 2X6
(2)
2X6
UP TO
18'-0"
SEE PLAN
(3) 2X6
(2)
2X6
PLATE, SOLE PLATE, MUD SILL, POSTS, AND HOLD-DOWN COMP. STUDS, FIELD NAIL AT 12" O.C.
12d SINKER SHANK PIA. =0.135", 20d COMMON SHANK DIA. =0.1770, DO NOT OVERDRIVE NAILS.
STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL
ELEMENTS.
4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING.
TYPICAL TOP PLATE NOTCH DETAIL 17 TYP GARAGE DOOR OPENING FNDN DTL 13
TYPICAL SLAB FOUNDATION DETAIL
TYPICAL STUD WALL ELEVATION
5
TYPICAL SHEAR WALL SCHEDULE
1
I
I Win crA,V
I inni
I
NO SCALE
CIl1
NO SCALE
I C;ni
I
NO SCALE
SDI
QRpFESSIpN�
K. B �F
2
75688''
* 6/ 0/18
�T9TFOF CALIF 0��\P
7/11/16
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
CALCULATIONS
�4�Jd;
383 Rio Undo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
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REVISIONS:
2L PC#1 7/11/16
DATE: 5/28/16
SCALE: NTS
DRAWN BY: RKB
JOB NUMBER: 16-226
SHEET:
SD1
ROOF PLY AND NAILING PER PLAN,
SHEAR PLY
TOP PLATE EN AND NAILING EN
ROOF PLY AND PER 6/SD1 1 PER PLAN
RAFTER PER NAILING PER PLAN SHEAR PLY PER SHEAR +- - - ~EN. STRAP AND / 1++
f
+_ ± _+ + + +- + ± + SECOND HIP VALLEY PER PLAN''
DRAG STRAP PER PLAN WALL SCHEDULE TYPE - - - 7 T - T 7 - - r -I- - - T- TYP SECOND STRAP STRAP WITH +
WHERE OCCURS 06" AT HEADER, TYP NAILING PER NAILING PER + I
+ I I + I I I I WITH NAILING STRAP AND SCHEDULE SCHEDULE SHEAR PER PLAN N.4 i j
I I I 1 I+I PER SCHEDULE NAILING PER SHEAR PER PLAN
H2.5T EA. RAFTER 2X BLOCK - - -11- - J �+ I I I I WHERE SCHEDULE WHERE OCCURS BLK'G PER WHERE OCCURS - WHERE OCCURS -
HEADER I II I 4X6 BLK'G OCCURS SCHEDULE, TYP A WATERPROOFING AND
E.N., TYP PER PLAN + I+ I I+I I 4X6TYPBLK'G PER DRAINAGE BY OTHERS
TOP PLATE PER 6/SD1 I I II I
SCHEDULE, TYP END OF BLOCK 16d AT 8" O.C.
CS16 STRAP - - - - - -+_~_ -_� ~ - - WHERE OCCURS
2X FRAMING AT 16" O.C. SHEAR ENTIRE WALL + + + - + �+ __ SEN, TYP STRONG -BACK BRACE WATERPROOFING AND
ABOVE CEILING JOISTS I I I 1 5/8" MIN. JOIST OR �1 5/8" MIN. DRAINAGE BY OTHERS
LSTA18 STRAP STUD TO PER SWS TYPE "6" II+ I I I END DISTANCE TRUSS PER END DISTANCE
STUD AT 4'-0" O.C. _ ^ PLAN, TYP E.N. SLOPE TO DRAIN
II I I I a m PER ARCH
END/LAP 6, MIN. r -
2X BLOCK - II+ I II ~i. PER SCHEDULE LENGTH PER
I I I m p JOIST OR SCHEDULE PLAN SECTION
CJ PER PLAN TRUSS PER 2X SOLID
A35 CUP AT II+ I HOEDOWN w A 2 BLOCKS E.N.
PLAN, TYP
1 -8 O.C. TRIMMER/S I I+ POST PLAN PER = 3 1 5/8" MIN. 16d AT 2X BLOCK A7AT
E.N. PER PLAN I I w END DISTANCE 12" O.C. CJ PER PLAN (5) 16d, TYP 48" p,C, TYpTF MTL HGR 2X SOLID BLOCKS
1/2 STRAP LENGTH TOP PLATE I X
PER 6/SD1 a ++ CONT. 2X6 SLOBALLOON STUDS UALLOON STUDS
m 0 RAFTER PLANE AT 16" O.C. U.N.O.T 16" O.C. U.N.O.
STRAP AND SECOND STRAP STRAP AND SECOND STRAP 16d PER WALL STUD- CONT. 2X LEDGER WITH (2)
WALL FRAMING PER PLAN SHEAR PER PLAN WHERE OCCURS KINGS/HOLDOWN NAILING PER WITH NAILING PER NAILING PER WITH NAILING PER A35 1/4" DIA. SDS SCREWS AT
POST PER PLAN SCHEDULE SCHEDULE WHERE SCHEDULE SCHEDULE WHERE 16" O.C. WITH 2 1/2` EMBED
NOTES: OCCURS OCCURS
WALL / BEAM PER PLAN
1. OVERFRAMING PER 2/SD2 NOT SHOWN FOR CLARITY. SHEAR WALL WIDTH V'FY STUD DIRECTLY AT BRACE, TYP. NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP.
2. INTERIOR CEILING LEDGER PER 4/SD2 NOT SHOWN FOR CLARITY.
ROOF FRAMING DETAIL 20 TYPICAL SHEAR WALL PORTAL DETAIL 16 STRAP PERPENDICULAR STRAP PARALLEL TO TYPICAL HIMALLEY BRACE DETAIL 8 TYPICAL LEDGER DETAIL 4
NO SCALE SD2 NO SCALE SD2 TO JOIST OR TRUSS JOIST OR TRUSS NO SCALE SD2 NO SCALE SD2
2X SOLID BLOCK WITH TYPICAL DRAG STRAP SPLICE DETAILS
NAILING TO MATCH SOLE ROOF PLY AND NO SCALE SD2
NAILING PER SHEAR WALL SCHED NAILING PER PLAN
E.N., TYP
1'-0" MAX 2'-0" �TRONG-BACK BRACE
E.N. (3) 16d TOENAILS STRAP AND
FASCIA/SOFFIT NAILING PER
SCHEDULE SECOND STRAP WITH 'N' ROOF PLY AND
BY OTHERS NAILING PER SCHEDULE
E.N. - PLY AND NAILING PER PLAN \ EN WHERE OCCURS PLAN SECTION NAILING PER PLAN
2X4 DF#2 FLAT 2X BLOCK AT 48" O.C. WITH OST/MULTIPLE STUD GROUP PER PLAN \\\\ A \E.N.
OUTLOOKER AT 30" (4) 16d TOENAILS EACH END RAFTER 16d AT 12" O.C.
O.C., NOTCH RAFTER PER 1 CONT. 2X PLATE
TO SEAT OUTLOOKER TOP PLATE PER 6/SD1 1 PLAN,CONT. BLOCK PER SCHEDULE
TYP P.T. DF SILL AND JOIST OR TRUSS PER PLAN NOTE: WHERE CONTINUOUS RIDGE VENT
2X FRAMING AT 16" O.C. SHEAR ENTIRE WALL
PLYWOOD AND NAILING 1 ABOVE CEILING JOISTS
A.B. PER 3/SD1 OCCURS, OMIT EDGE NAILING AND HOLD ROOF n6"
To MATCH WALL STRAP PARALLEL TO JOIST OR TRUSS RIDGE SHEATHING BACK FROM RIDGE AS REQUIRED.
BELOW. NOTCH PLY WALL FRAMING (6) 12d TOENAILS OR PER PLAN E.N.
STRAP STUD TO
AROUND OUTLOOKERS PER PLAN SLAB PER PLAN ** (6) 16d END NAILS STUD AT 4'-02X BLOCK --
STRAP AND E.N.
NAILING PERA35 CLIP AT CJ PER PLAN
SCHEDULE RAFTER PER PLAN ROOF SHEATHING
SECOND STRAP WITH PER PLAN 1'-8" O.C.
2X6 BRACE AT 4'x0" II EN NAILING PER SCHEDULE 2X4 DF#2 RAFTER TIE AT
O.C. WITH (4) 16d 11 1 N WHERE OCCURS EVERY RAI=TER TO RAFTER (3) 16d E.N.
o PLY AND NAILING PER PLAN CONN., 2'-0" O.C. MAX. 1/2 STRAP LENGTH
NAILS EACH END
o OQ.
(5) 16d NAILS AT TOP PLATE
•• I —'I o 1/4" CUR, EA. 2X TO RAFTER PER 6/SD1
------------ _ - .I JOIST OR TRUSS PER PLAN CONN. TYP.
16
PROVIDE GAP BETWEEN PANELS
AS REQ'D. BY MFR., 1/8" MIN. - - - - -- -'
SPREAD FOOTING PER WALL FRAMING PER PLAN SHEAR PER PLAN WHERE OCCURS
E.N. TYP J PER PLAN OR 2X 3" CLR' TYP 1'-0" PLAN WHERE OCCURS A
DBL TOP PLATE GBC CUP E.S. BLOCK AT 24" O.C. NOTES:
PER 6/SD1 OF EA BRACE CONTINUOUS FOOTING PER BLOCK PER SCHEDULE
11/SD1 WHERE OCCURS 1. OVERFRAMING PER 2/SD2 NOT SHOWN FOR CLARITY.
PLYWOOD AND WALL FRAMING NOTE: SEE DETAIL 20/SD1 FOR ADDITIONAL INFORMATION. STRAP PERPENDICULAR TO JOIST OR TRUSS RPI RGEP BARIACE 16d AT 8" O.C. 2. INTERIOR CEILING LEDGER PER 4/SD2 NOT SHOWN FOR CLARITY.
NAILING PER PLAN PER PLAN
TYPICAL GABLE END DETAIL 19 TYPICAL POST AT WALL DETAIL 15 TYPICAL DRAG STRAP DETAILS 11 _TYPICAL RIDGE DETAIL 7 ROOF FRAMING DETAIL 3
NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2
NOTCH SHALL
NOT EXTEND INTO PROVIDE GAP BETWEEN
MIDDLE THIRD OF PANELS AS REQ'D. BY
BEAM CLR. SPAN
1/4" CLEAR TO
BM PER PLAN H = ROOF PLY MIN.
M
LSTA30 BEAM PER PLAN
STRAP PER PLAN 1" MIN.
EAM PER PLAN
TYPICAL DRAG STRAP SCHEDULE
DRAG
STRAP
CONT.
BLOCK
END/LAP
LAP LENGTH
END LENGTH
MID
MARK
REQ'D
SIZE
LENGTH
NAIL QUANTITY
NAIL QUANTITY
NAILING
A
CS16
2X4
1'_2"
(26) 8d
(13) 8d
8d, 4 1/8" O.C.
B
CS14
2X4
1'_7"
(36) 8d
(18) 8d
8d, 4 1/8" O.C.
C
(2) CS16
2X8
1'-2"
(52) 8d
(26) 8d
8d, 4 1/8" O.C.
PER PLAN
AT EACH STRAP
D
(2) CS14
2X8
1'_7"
(72) 8d
(36) 8d
i
(5) 16d NAILS TYP.
AT EACH STRAP
POST PER PLAN NOTES: PER PLAN, 4-0 O.C. MAX. 16d NAILS
1. PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF J 2 MIN., TYP E.N. PLY AT! ' AT 12
LSTA30 EACH PIECE OF CONTINUOUS STRAP. 1 SEPER, O.C., TYP
TOTYP
P PLATE TAPER CUT BEAM r T T
LSTA24 STRAP PER 6/SD1 PER PLAN
CONTINUOUS STRAP AS REQ'D PER PLAN 2k CEG. JOIST
(5) 16d NAILS
END MID LAP MID END 2X SLEEPER
WALL FRAMING a �X� BEAM PER PLAN LENG LENGTH LENGTH LENGTH TYP LENGTH 2X STUDS AT 16" O.C. OR A35 CLIP WITH (3) 16d RAFTER OR
POST PER PLAN PER PLAN
WHERE OCCURS 12 11 CEILING BEAM AS OCCUR------UNAILS AT EA TRUSS PER
SD2 02 RAFTER OR TRUSS PLAN, TYP
STUD WALL PER PLAN TTTTTT T T T T T T T TJ1
2X4 VERT. AT 24"
AMID MID \ O.C. WITH (4) 16d
END NAILING LAP NAILING NAILING TOENAILS
PURLIN SIZE SHALL MATCH RAFTER SIZE TOP AND (2) 16d
NAILING NAILING
TOENAILS BOTT., TYP
BEAM DETAIL 18 TYPICAL POST TO BEAM DETAIL F14 TYPICAL DRAG STRAP SCHEDULE 10 TYPICAL ROOF PURLIN DETAIL 6 TYPICAL OVERFRAMING DETAIL 2
NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2
ROOF SH
EATHING AND DRAG STRAP AND BLOCK
�7
NAILING PER PLAN PER PLAN WHERE OCCURS � �I QQ3
\ PERM BUTTF COUNTY DeVtIC,jPN1 Nf 3€RVI E
\ E.N. E.N. REVIEWED FOR
\\\
�TE MPLIANCE REVIEWED
OATeY -1b FOR CODE COMPLIANCE
ROOF PLY AND NAILING PER PLAN E.N. SOLID BLOCK WITHp__L 2
NAILING TO MATCH JUL z $ 216
SOLE NAILING PER
+ +l ROOF FRAMING PER PLAN SHEAR WALL SCHED. TR13 AMD ASSOCIATES
MSTALL STRAP AT
+I PROVIDE 2X VERTICAL MEMBERS RAFTER PER PLAN
PARALLEL TOP PLATS. LINO (5) 16d NAILS � AT 2'-0" O.C. MAX. CONT. RAFTER 1 ROOF PLY AND
PER PLAN, TYP
STRONG -BACK BRACE NAILING PER PLAN
1/2 TOP PLATE HIP OR VALLEY PER PLAN 1
STRAP PER 6/SD1 ALWAYS PROVIDE A PROVIDE 2X4 RAFTER 6) 16d AT EA 2X CJ/TIE
LENGTH OPPOSING BRACES TIES WITH . FTER EA. TO RAFTER CONNECTION
Y"-?- BRACE PER 6/SD2, TYP PLAN SECTION 16d AT 8" O.C. SHEAR PER PLAN " WHERE END TRAFTER RUN ""
NOTCH BEAM AT i 2X6 BRACE AT 4 -0
A PERPENDICULAR TO CJS BLOCK AND E.N. AT I
PERPENDICULAR W/ (4) 16d NAILS i�JOISTS, WHERE OCCURS
BEAM PER PLAN PLATES, WHERE EACH END E.N.
OCCURSA34 E.S.LID BLOCK EACH SIDE OF BRACE
(5) 16d NAILS.S.
(2) 16d � CLIP &SPACING J PER PLAN, TYP
NAILS, BM. PER PLAN + +� PER SHEAR WALL SCHEDULE RBC CUP PER FASCIA BY
TYP HGR PER SCHED + +'• E.N. PLAN WHERE OCCURS.
WALL FRAMING SHEAR WALL SCHEDULE, OTHERS
PER PLAN + I PROVIDE GAP BETWEEN PANELS PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. N,
H2.5T EA. RAFTER
BACKING AT EACH
AS REQ'D. BY MFR., 1/8" MIN. "" TOP PLATE PER 6/SD7
LSTA18 E.S., LINO. A35 CUP, TYP CJ PER PLAN 2X BLOCKING AT 4'-0" O.C., SIDE OF I JOISTS
E.N T&B, (3) 12d T.N. EA. END PER MFR. AT ENTIRE --SHEAR PER PLAN
RAFTER OVERLAP
J PER PLAN"OR HGR PER SCHED. AT CJ, TYP \(3) 16d T.N. EA BLOCK MOR WALL PER PLAN SHEAR PER PLAN---
. BLOCK AT 32 O.C.,
TRIMMER/S POST PER TYpWALL FRAMING PER PLAN
PLAN WALL FRAMING PER PLAN
TYPICAL TOP PLATE -BEAM DETAIL 17 TYPICAL BRACING DETAIL 13 TYPICAL ROOF BRACE DETAIL 9 SHEAR WALL DETAIL 5 TYPICAL EAVE DETAIL 1
NO SCALE I gni I NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2
QROFESS/ONq
:. ���� �p K • g l F�
�No. 75688x" m
"* 6/ 0/18
JJ CIVIC-
gTFOF CA0O�
7/11/16
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
.CALCULATIONS
W.
383 Rio Undo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
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REVISIONS:
2L PC#1 7/11/16
DATE: 5/28/16
SCALE: NTS
DRAWN BY: RKB
JOB NUMBER: 16-226
SHEET:
SD2
MFR., 1/8 MIN.
ROOF PLY AND
NAILING
PER PLAN-�
VERTICAL BRACE WHERE OCCURS
ZX RAFTER
ROOF PLYWOOD PER PLAN
PER PLAN
i
(5) 16d NAILS TYP.
2X4 OVERFRAMING
°
AT 24" O.C.
2X
CONT.
f
•'
PURLIN W/
(3) 16d
(5)
16d NAILS
TOENAILS,
1 -
ROOF PLY
AT
EA. BRACE
TYP
AND NAILING
ALWAYS PROVIDE
OPPOSING BRACES
MIN, 2X6 BRACE AT SPACING
^
PER PLAN
WITH
POST PER PLAN NOTES: PER PLAN, 4-0 O.C. MAX. 16d NAILS
1. PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF J 2 MIN., TYP E.N. PLY AT! ' AT 12
LSTA30 EACH PIECE OF CONTINUOUS STRAP. 1 SEPER, O.C., TYP
TOTYP
P PLATE TAPER CUT BEAM r T T
LSTA24 STRAP PER 6/SD1 PER PLAN
CONTINUOUS STRAP AS REQ'D PER PLAN 2k CEG. JOIST
(5) 16d NAILS
END MID LAP MID END 2X SLEEPER
WALL FRAMING a �X� BEAM PER PLAN LENG LENGTH LENGTH LENGTH TYP LENGTH 2X STUDS AT 16" O.C. OR A35 CLIP WITH (3) 16d RAFTER OR
POST PER PLAN PER PLAN
WHERE OCCURS 12 11 CEILING BEAM AS OCCUR------UNAILS AT EA TRUSS PER
SD2 02 RAFTER OR TRUSS PLAN, TYP
STUD WALL PER PLAN TTTTTT T T T T T T T TJ1
2X4 VERT. AT 24"
AMID MID \ O.C. WITH (4) 16d
END NAILING LAP NAILING NAILING TOENAILS
PURLIN SIZE SHALL MATCH RAFTER SIZE TOP AND (2) 16d
NAILING NAILING
TOENAILS BOTT., TYP
BEAM DETAIL 18 TYPICAL POST TO BEAM DETAIL F14 TYPICAL DRAG STRAP SCHEDULE 10 TYPICAL ROOF PURLIN DETAIL 6 TYPICAL OVERFRAMING DETAIL 2
NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2
ROOF SH
EATHING AND DRAG STRAP AND BLOCK
�7
NAILING PER PLAN PER PLAN WHERE OCCURS � �I QQ3
\ PERM BUTTF COUNTY DeVtIC,jPN1 Nf 3€RVI E
\ E.N. E.N. REVIEWED FOR
\\\
�TE MPLIANCE REVIEWED
OATeY -1b FOR CODE COMPLIANCE
ROOF PLY AND NAILING PER PLAN E.N. SOLID BLOCK WITHp__L 2
NAILING TO MATCH JUL z $ 216
SOLE NAILING PER
+ +l ROOF FRAMING PER PLAN SHEAR WALL SCHED. TR13 AMD ASSOCIATES
MSTALL STRAP AT
+I PROVIDE 2X VERTICAL MEMBERS RAFTER PER PLAN
PARALLEL TOP PLATS. LINO (5) 16d NAILS � AT 2'-0" O.C. MAX. CONT. RAFTER 1 ROOF PLY AND
PER PLAN, TYP
STRONG -BACK BRACE NAILING PER PLAN
1/2 TOP PLATE HIP OR VALLEY PER PLAN 1
STRAP PER 6/SD1 ALWAYS PROVIDE A PROVIDE 2X4 RAFTER 6) 16d AT EA 2X CJ/TIE
LENGTH OPPOSING BRACES TIES WITH . FTER EA. TO RAFTER CONNECTION
Y"-?- BRACE PER 6/SD2, TYP PLAN SECTION 16d AT 8" O.C. SHEAR PER PLAN " WHERE END TRAFTER RUN ""
NOTCH BEAM AT i 2X6 BRACE AT 4 -0
A PERPENDICULAR TO CJS BLOCK AND E.N. AT I
PERPENDICULAR W/ (4) 16d NAILS i�JOISTS, WHERE OCCURS
BEAM PER PLAN PLATES, WHERE EACH END E.N.
OCCURSA34 E.S.LID BLOCK EACH SIDE OF BRACE
(5) 16d NAILS.S.
(2) 16d � CLIP &SPACING J PER PLAN, TYP
NAILS, BM. PER PLAN + +� PER SHEAR WALL SCHEDULE RBC CUP PER FASCIA BY
TYP HGR PER SCHED + +'• E.N. PLAN WHERE OCCURS.
WALL FRAMING SHEAR WALL SCHEDULE, OTHERS
PER PLAN + I PROVIDE GAP BETWEEN PANELS PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. N,
H2.5T EA. RAFTER
BACKING AT EACH
AS REQ'D. BY MFR., 1/8" MIN. "" TOP PLATE PER 6/SD7
LSTA18 E.S., LINO. A35 CUP, TYP CJ PER PLAN 2X BLOCKING AT 4'-0" O.C., SIDE OF I JOISTS
E.N T&B, (3) 12d T.N. EA. END PER MFR. AT ENTIRE --SHEAR PER PLAN
RAFTER OVERLAP
J PER PLAN"OR HGR PER SCHED. AT CJ, TYP \(3) 16d T.N. EA BLOCK MOR WALL PER PLAN SHEAR PER PLAN---
. BLOCK AT 32 O.C.,
TRIMMER/S POST PER TYpWALL FRAMING PER PLAN
PLAN WALL FRAMING PER PLAN
TYPICAL TOP PLATE -BEAM DETAIL 17 TYPICAL BRACING DETAIL 13 TYPICAL ROOF BRACE DETAIL 9 SHEAR WALL DETAIL 5 TYPICAL EAVE DETAIL 1
NO SCALE I gni I NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2
QROFESS/ONq
:. ���� �p K • g l F�
�No. 75688x" m
"* 6/ 0/18
JJ CIVIC-
gTFOF CA0O�
7/11/16
THESE PLANS HAVE BEEN REVIEWED
FOR COMPLIANCE ONLY WITH THE
ATTACHED STRUCTURAL
.CALCULATIONS
W.
383 Rio Undo Ave.
Suite 200
Chico, CA 95926
P. 530.592.4407
SummitChico.com
Q\
/ m
O w
z
N _ U
z U =
.j LU <
CL U
LLJ
U w Or.U
z1 -0U
1
I� Q O
WO Z >
LL in
1 v Z)m
z�LV)
o
—' z o
DC Q O
LU LU Q
�- LU t/
Q °- N
G O
LL
I
Ww
r
Q
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U
I-
>` ::)//
1 LL
v 1
REVISIONS:
2L PC#1 7/11/16
DATE: 5/28/16
SCALE: NTS
DRAWN BY: RKB
JOB NUMBER: 16-226
SHEET:
SD2
I
---------------------------------- -