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B16-2651 025-120-016
mow. AF I\A E S ID"N110x ORO � rHILL'IP FAMILY F�h 110 r x m iIl Y I ABBREVIATIONS TITLE SHEET AO.1 GENERAL NOTES PROJECT TEAM A.B. ANCHOR BOLT KIT. KITCHEN 1. ALL WORK SHALL CONFORM TO THE 2013 CALIFORNIA RESIDENTIAL EXTERIOR ELEVATIONS, BUILDING SECTION A.F.F. ABOVE FINISH FLOOR MFR. MANUFACTURER D1 CODE, (CRC) 2013 CALIFORNIA BUILDING CODE, (CBC), 2013 OWNER: SEAN AND JONNA PHILLIPS A.C. AIR CONDITIONING MAT'L. MATERIAL STRUCTURAL ROOF PLAN CALIFORNIA MECHANICAL CODE, (CMC), 2013 CALIFORNIA PLUMBING 1810 NEVADA ST BD. BOARD MAX. MAXIMUM SWO CODE, (CPC), 2013 CALIFORNIA ELECTRICAL CODE, (CEC), 2013 GRIDLEY,CA BM. BEAM MECH. MECHANICAL u— CALIFORNIA ENERGY STANDARDS AND 2013 CALIFORNIA FIRE CODE BLK. BLOCK MEMB. MEMBRANE AND THE 2013 CALIFORNIA GREEN BUILDING CODE. Luo- BLK'G. BLOCKING MET/MTL METAL/METAL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE Lu BOT. BOTTOM M.L. METAL LATHE < WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ANY ARCHITECT: CJ ARCHITECT BLDG BUILDING MIN. MINIMUM F_ DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE 934 HILLCREST AVE B.N. BOUNDARY NAIL MISC. MISCELLANEOUS =000 I— ARCHITECT AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE o0 CAB. CABINET MLDG. MOULDING WORK. THE BUILDING OFFICIAL SHALL APPROVE ANY CHANGES TO YUBA CITY, CA 95991 CLG. CEILING N.I.C. NOT IN CONTRACT THE APPROVED PLANS BEFORE PROCEEDING TO THE NEXT PHASE OF CONTACT: CATHY JAICKS CEM. CEMENT N.T.S. NOT TO SCALE THE WORK. 530-682-0366 C.L. CEMENT CENTERLINE NR. NOISE REDUCTION 3. ALL NOTES IN THIS SET APPLY TO ALL SHEETS WHERE APPLICABLE cathyjjOcomcast.net 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF C.T. CERAMIC TILE NO. NUMBER CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED CLR. CLEAR OBS. OBSCURE BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR ENGINEER: KEY AND ASSOCIATES COL. COLUMN O.C. ON CENTER DETAILS OF CONSTRUCTION SHALL BE USED. CONC. CONCRETE OPN'G. OPENING 5. DRAWINGS MAY NOT BE TO SCALE, DIMENSIONS ALWAYS TAKE 1402 D STREET E C.B. CONCRETE BLOCK OPP. OPPOSITE PRECEDENCE. MARYSVILLE, 95901 9590 CONST. CONSTRUCTION O.H. OVERHEAD 6. NO HAZARDOUS MATERIALS WILL BE USED STORED OR TRANSPORTED PHONE 530 94 C CONT. CONTINUOUS P.G. PAINT GRADE WITHIN ANY PORTIONS OF THE BUILDING. CONTR. CONTRACTOR PR. PAIR 7. REFER TO THE TITLE 24 ENERGY CALCULATIONS FOR ALL C.J. CRACK CONTROL JOINT PNL PANEL EFFICIENCIES DEEP PART. PARTITION 8. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL BEDP. RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND TRUSS MANUFACTURER: HOMEWOOD TRUSS DET. DETAIL PERF. PERFORATION APPROVALS. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL 5033 FEATHER RIVER BLVD DIAG. DIAGONAL PLAS. PLASTER THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL MARYSVILLE, CA 95901 DIA. DIAMETER PLUMB. PLUMBING PLANS AND OTHER DOCUMENTS APPROVED BY THE OWNER AND ANY PHONE (530) 743-8855 DIM. DIMENSION PTDF PRESSURE TREATED PERMITTING AUTHORITIES. DR. DOOR DOUGLAS FIR 9. CONSTRUCTION DOCUMENTS S ARE AN AID TO THE CONTRACTOR IN DBL. DOUBLE PLY. PLYWOOD UNDERSTANDING THE WORK AND SHOULD NOT BE CONSTRUED AS DN. DOWN PROP. PROPERTY BEING COMPLETE IN EVERY DETAIL. IT IS THE EXPLICIT AND SYMBOLS LEGEND DWG. DRAWING P.L. PROPERTY LINE SPECIFIC RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE, EA. EACH R. RISER VERIFY THE EXISTING CONDITIONS, FAMILIARIZE HIMSELF THOROUGHLY ELEC. ELECTRICAL REF. REFRIGERATOR WITH THE SCOPE OF WORK AND REPORT ALL DISCREPANCIES GREATROOM RM. TITLE BETWEEN THE DRAWINGS AND THE ASSUMED OR ACTUAL CONDITIONS E.N. END NAIL REINF. REINFORCING TO THE ARCHITECT. 10' CLG. CLG. HT. ENCL. ENCLOSURE REQ'D. REQUIRED 10. NO ONE DRAWING OR SPECIFICATION SECTION SHALL "GOVERN". CARPET FLR• TYPE EQ. EQUAL REV. REVERSE THE CONTRACTOR SHALL CORRELATE WORK BETWEEN ARCHITECTURAL 10' X 10' RM. SIZE EQUIP. EQUIPMENT RM. ROOM DRAWINGS AND SPECIFICATIONS AND CONSULTANT DRAWINGS AND EXH. EXHAUST R.O. ROUGH OPENING SPECIFICATIONS. THE CONTRACTOR SHALL ALSO CORRELATE WORK INDICATES KEYNOTE NUMBER L_l EXIST. EXISTING SALV. SALVAGE BETWEEN DRAWINGS OF DIFFERENT SCALES WITHIN EACH SECTION. EXT. EXTERIOR SCHED. SCHEDULE IT IS THE EXPLICIT AND SPECIFIC RESPONSIBILITY OF THE 1 DETAIL NUMBER FIN. FINISH SECT. SECTION CONTRACTOR TO EXAMINE THE CONTRACT DOCUMENTS IN THEIR 2 DETAIL SHEET F.F. FINISH FLOOR S.F. SQUARE FOOT ENTIRETY, REPORT ALL DISCREPANCIES ENCOUNTERED THEREIN TO F.N. FIELD NAIL SGD. SLIDING GLASS DOOR THE ATTENTION OF THE ARCHITECT AND AWAIT RESOLUTION BEFORE F.P. FIRE PROOF SHT'G. SHEATHINGPROCEEDING WITH ANY WORK AFFECTED BY SUCH DISCREPANCIES. A SECTION NUMBER FLR. FLOOR SHT. SHEET 11. LICENSES AND PERMITS NECESSARY TO THE PERFORMANCE, D2 SECTION SHEET COMPLETION AND APPROVAL OF THE WORK, AND ALL INSPECTION FLASH FLASHING SIM. SIMILAR AND OTHER APPLICABLE FEES (EXCLUDING BUILDING PERMIT FILING FT. FTG. FOOT FOOTING SK. SLR.PNL. SINK SOLAR PANEL FEES AND SPECIAL INSPECTIONS FEES) SHALL BE SECURED ANDQ INDICATES REVISION/NUMBER PAID FOR PRIOR TO THE START OF WORK. FDN. FOUNDATION SPKR. SPEAKER SYSTEM 12. CONTRACTOR IS TO COORDINATE THE REQUIREMENTS OF THE FAU FURNACE SQ. SQUARE INCOMING EXISTING UTILITIES AND ENSURE THAT THE SIZE, LOCATION 1010. GFIC. GROUND FAULT INTERRUPTER STD. STANDARD AND INSTALLATION IS SUFFICIENT TO FULFILL THE REQUIREMENTS OF 0 GFRC. GLASS FIBER REINF. CONC. STL. STEEL THE PROJECT. OWNER WILL PAY FOR ALL UTILITY CONNECTION x INDICATES FLOOR LINE CHANGE G.I. GALVANIZED IRON STOR. STORAGE CHARGES. GA. GAUGE STRUCT. STRUCTURAL 13. SECURITY OF THE SITE AND BUILDING WORK IS THE RESPONSIBILITY G.C. GENERAL CONTRACTOR TEL. TELEPHONE OF THE CONTRACTOR. GEN. GENERAL THK. THICK 14. WHERE DESIGNATED AS REQUIRED TO HAVE SPRINKLERS ON THE N GR. GRADE THRU. THROUGH PROJECT DATA SECTION OF THIS SHEET, AUTOMATIC RESIDENTIAL A FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN GVL. GRAVEL TYP. TYPICAL ACCORDANCE WITH SECTION R313.3 OR NFPA 13D ®c I"J► NORTH ARROW GYP. GYPSUM UNFIN. UNFINISHED 15. SEPARATE PERMIT(S) IS/ARE REQUIRED FOR ACCESSORY BUILDINGS, _ HT. HEIGHT U.O.N. UNLESS OTHERWISE SWIMMING POOL, RETAINING WALL, DEMOLITION, ETC. H.M. HOLLOW METAL NOTED 16. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM HORIZ. HORIZONTAL W.C. WATER CLOSET IS PROHIBITED, NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL INT. INTERIOR W.D. WIDE/WIDTH PARTICULATES, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER JNT. JOINT WDW. WINDOW GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION JST. JOIST WIN.TBN WIND TURBINE ACTIVITIES SHALL BE PLACED, CONVEYED INTO THE STREET, GUTTER W/0 OR STORM DRAIN SYSTEM. SCOPE OF WORK 4 BEDROOM 3 FULL, 1 1/2 BATH CUSTOM RESIDENCE WITH ATTACHED GARAGE PROJECT DATA PROJECT ADDRESS: 281 DRAKE ROAD BIGGS, CA ASSESSOR'S PARCEL#: 25-120-016 TYPE OF CONSTRUCTION: VB OCCUPANCY GROUP: R3/U USE: SINGLE FAMILY DWELLING/GARAGE BLDG HEIGHT: 20' STORIES: 1 SPRINKLERS YES THIS DWELLING IS NOT LOCATED WITHIN A WILDLAND URBAN INTERFACE FIRE AREA AREA CALCULATIONS RESIDENCE GARAGE & GARAGE STOR. COVERED PORCH 3592 SQ. FT. 1112 SQ. FT. 716 SQ. FT. FIRE SPRINKLER REQUIREMENTS A AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN THIS DWELLING. A PERMIT APPLICATION AND BANS ARE REQUIRED TO BE SUBMITTED POP TO FOUR BUILDING CATEGORIES (ROUGH FRAME) INSPECTION. HERS AND SPECIAL FEATURE TESTING A THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD—VERIFIED BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. ADDITIONAL DETAIL IS PROVIDED IN THE BUILDING COMPONENTS TABLES BELOW. BUILDING—LEVEL VERIFICATIONS: • IAQ MECHANICAL VENTILATION COOLING SYSTEM VERIFICATIONS: • MINIMUM AIRFLOW • VERIFIED EER • FAN EFFICACY WATTS/CFM HVAC DISTRIBUTION SYSTEM VERIFICATIONS: • DUCT SEALING SHEET INDEX SHEET NO. I DESCRIPTION T1 TITLE SHEET AO.1 NOTES AO.2 NOTES Al FLOOR PLAN A2 EXTERIOR ELEVATIONS A3 EXTERIOR ELEVATIONS, BUILDING SECTION A4 ROOF PLAN E1 ELECTRICAL PLAN D1 DETAILS S1 FOUNDATION PLAN S2 STRUCTURAL FLOOR PLAN S3 STRUCTURAL ROOF PLAN S4 STRUCTURAL DETAILS S5 STRUCTURAL DETAILS SW1 STRONGWALL SINGLE STORY WALLS SWO STRONGWALL ALLOWED OPENINGS PEPIMIT O I I UTE COUNTY 0rVM-_0 SMIWi 06,iA CICU GODr C PI I, N(l/r 1'ih-2 51 R -lo 025.120.010 \PR IL, 14, )017 " T:I'I. S1 I) R(' REVISIONS 4/8/17 PLAN ACHK CORR. A A A ��SED ARCy�� icks No 1293 Q` Exp. 11/30/17 q�F OF CA Cathy Jaicks Architect 934 Hillcrest Ave Yuba City, CA 530-682-0366 DATE: 12-12-16 SCALE: NONE DRAWN BY: C.JAICKS JOB NO.: 15-126 SHEET NO.: is ry O LL LLQ U =1 zoo Lu u— Y)0 O� LLQ Luo- o- _ ui 0� J Lu Q U) < Q W �LLMU) F_ u) W T_ U =000 I— cv o0 DATE: 12-12-16 SCALE: NONE DRAWN BY: C.JAICKS JOB NO.: 15-126 SHEET NO.: is FLOOR PLAN GENERAL NOTES ELECTRICAL GENERAL NOTES REVISIONS 1. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10 FEET. EXCEPTION: WHERE LOT LINES, WALLS, OR OTHER PHYSICAL BARRIERS PROHIBIT 5" OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDINGS FOUNDATION SHALL BE SLOPED A MIN. OF 2 PERCENT AWAY FROM THE BUILDING. 2. THE WALL SEPARATING THE GARAGE FROM THE RESIDENCE MUST HAVE 1/2" GYP. BD. ON THE GARAGE SIDE FROM THE SLAB TO THE UNDERSIDE OF THE ROOF SHEATHING OR TO THE UNDERSIDE OF THE CEILING WITH 5/8" TYPE X GYP BD APPLIED TO THE CEILING. THE DOOR SEPARATING THE RESIDENCE FROM THE GARAGE MUST BE 1 3/8" SOLID CORE SELF LATCHING, WITH A SELF CLOSER. 3. RODENT PROOFING. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN BOTTOM/SOLE PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS 4. OPENING AROUND GAS VENTS, DUCTS, PIPES, CHIMNEYS, FIREPLACES AT THE CEILING AND FLOOR LEVELS ARE TO HAVE FIRE -BLOCKING 5. MINIMUM ROOM WIDTH IN HABITABLE SPACES, OTHER THAN A KITCHEN, SHALL BE NOT LESS THAN 7 FEET IN ANY PLAN WIDTH. C.R.C. 6. MINIMUM HEIGHT OF CEILINGS IN HABITABLE ROOMS IS 7 FEET. 7. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR THE RESIDENCE IN SUCH A POSITION AS TO BE CLEARLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY. LETTERS OR NUMBERS SHALL BE A MINIMUM 4" IN HEIGHT AND STROKE OF MIN. .5 INCH OF A CONTRASTING COLOR TO THE BACKGROUND ITSELF. 8. WHIRLPOOL TUBS MUST BE EQUIPPED WITH A REMOVABLE PANEL TO PROVIDE ACCESS TO THE PUMP. ACCESS LOCATED IN THE CRAWL SPACE SHALL BE LOCATED NO MORE THAN WINDOW TABLE DOOR TABLE ABBREV. TYPE ABBREV. TYPE F FIXED DR. DOOR SH SINGLE HUNG FR.DR. FRENCH DOOR DH DOUBLE HUNG GAR.DR. GARAGE DOOR P PICTURE SGD SLIDING GLASS DOOR RND. P ROUND PICTURE 1/2 RND. HALF ROUND PICTURE PKT.DR. POCKET DOOR ARCH ARCHED DBL.DR. DOUBLE DOOR OBSC OBSCURE ATR.DR. ATRIUM DOOR GL GLIDER B.FL.DR BI -FOLD DOOR C CASEMENT H HOPPER ARC.DR. ARCHED DOOR BE 1. ALL FIXTURES TO BE SELECTED BY OWNER 2. ALL ELECTRICAL INSTALLATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE 2013 CALIFORNIA ELECTRIC CODE (CEC). 3. ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS, REPAIRS, OR ADDITIONS REQUIRING A PERMIT AND HAVING A VALUATION IN EXCESS OF $1,000, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED, THE ENTIRE DWELLING SHALL BE PROVIDED WITH DETECTORS LOCATED AS REQUIRED FOR A NEW DWELLING. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: GARBAGE DISPOSAL. 21. BALLASTS FOR HIGH EFFICACY LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY OF NO LESS THAN 20kHz. 22. RECEPTACLES LOCATED IN GARAGE AREA TO BE INSTALLED AT A MIN. 18" A.F.F.. 23. ALL 125 -VOLT 15- AND 20 AMPERE RECEPTACLES IN THE KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. Q Q Q 3.1. IN EACH SLEEPING ROOM 3.2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3.3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND 24. HVAC EQUIPMENT INSTALLED IN THE ATTIC SHALL COMPLY WITH THE FOLLOWING: 24.1. PROVIDE 120V RECEPTACLE WITHIN 25" OF EQUIPMENT 24.2. PROVIDE LIGHT AND SWITCH ADJACENT TO ATTIC ACCESS Q HABITABLE ATTICS, BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLINGS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL 3.4. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 4. EXCEPTION: INTERCONNECTION IS NOT REQUIRED IN THE EXISTING DWELLING UNITS WHERE REPAIRS DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES, THERE IS NO ACCESS BY MEANS OF ATTIC, BASEMENT OR CRAWLSPACE, AND NO PREVIOUS METHOD FOR INTERCONNECTION EXISTED. 25. PERMANENTLY INSTALLED LIGHTING THAT IS INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATTS OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. 26. PROVIDE MINIMUM OF 30 INCH CLEAR IN FRONT OF ELECTRIC SERVICE AND SUBPANELS. 27. ALL FIXTURES TO BE SELECTED BY OWNER 28. VERIFY APPLIANCES, AND MECHANICAL EQUIPMENT, ELECTRICAL CONNECTION REQUIREMENTS AND LOCATIONS PRIOR TO START OF WORK 29. ALL WORK SHALL CONFORM TO CURRENT EDITIONS OF BOTH C.F.C., C.R.C. AND ELECTRICAL ENERGY CODE D A �S� RCy� \��, J % `'' C y aick 1293 J'� Exp. 11/30/17 4.1. SPECIFIC LOCATION REQUIREMENTS, THE INSTALLATION OF SMOKE ALARMS AND SMOKE DETECTORS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 30. INSTALLATION HEIGHTS GIVEN ARE TO BE BOTTOM OF FIXTURE OUTLET AS FOLLOWS: -4111 EXTERIOR LIGHT FIXTURES TO 20 FEET FROM A FOUNDATION ACCESS. 4.1.1. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE LOCATED WHERE +72 (SEVENTY-TWO INCHES) A.F.F. U.O.N. WIN DOW NOTES 30.2. TYPICAL WALL OUTLETS TO BE +12" (TWELVE INCHES) A.F.F. 9. GUARDRAILS - PROVIDE A 42 INCH HIGH PROTECTIVE GUARDRAIL FOR DECKS, PORCHES, AMBIENT CONDITION, INCLUDING HUMIDITY AND TEMPERATURE, ARE OUTSIDE THE 30.3. TYPICAL WALL OUTLETS TO BE +44 (FORTY-FOUR INCHES) A.F.F. BALCONIES, AND RAISED FLOOR (MORE THAN 30 INCHES ABOVE GRADE OR FLOOR NOTE: LIMITS SPECIFIED BY THE MANUFACTURERS PUBLISH INSTRUCTIONS. 30.4. ABOVE COUNTER OUTLETS AT KITCHEN, BATH, AND OTHER SIMILAR AREAS TO BE NO BELOW) AND ON OPEN SIDES OF STAIR LANDINGS. OPENINGS BETWEEN BALUSTERS RAIL SAFETY GLAZING PROVIDE TEMPERED GLASS AS SHOWN ON PLANS AND 4.1.2. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN / WHERE REQUIRED PER THE 2013 C.R.C. SECTION R308.4 UNFINISHED ATTICS OR GARAGES OR IN OTHER SPACES WHERE TEMPERATURES MORE THAN 20" (TWENTY INCHES) ABOVE COUNTER TOP SHALL BE LESS THAN 4 INCHES AT THE OPEN SIDE OF INTERIOR STAIRS, OPENINGS MAY CAN FALL BELOW 40 DEGREES ) 30.5. UNDER COUNTER OUTLETS TO BE NO MORE THAN 12" BELOW COUNTER TOP BE A MAXIMUM OF 4" (FOUR INCHES) (4 DEGREES CELSIUS OR EXCEED 100 30.6. WALL OUTLET FOR RANGE HOOD PER MFR. SPECIFICATIONS 10. STAIRS TO HAVE: DOOR NOTES DEGREES (38 DEGREES CELSIUS) 30.7. DOOR CHIMES LOCATED WITHIN 12" (TWELVE INCHES) OF CEILING Architect 10.1. MAXIMUM RISE OF 7-3/" AND A MINIMUM RUN OF 10" 4.1.3. WHERE MOUNTING SURFACES CAN BECOME CONSIDERABLY WARMER OR COOLER 10.2. MINIMUM WIDTH OF 36" NOTE: THAN THE ROOM, SUCH AS A POORLY INSULATED CEILING BELOW AND 30.8• PUSH BUTTON TO BE +44" (FORTY-FOUR INCHES) A.F.F. 10.3. MINIMUM HEADROOM OF 80" SAFETY GLAZING PROVIDE TEMPERED GLASS AS SHOWN ON PLANS AND WHERE UNFINISHED ATTIC OR EXTERIOR WALL, SMOKE AND SMOKE DETECTORS SHALL 30.9. OUTLETS AT SERVICE AREAS TO BE AT +48" (FORTY-EIGHT INCHES) A.F.F. Cathy 7aicks REQUIRED PER 2013 C.R.C. SECT. R308.4 BE MOUNTED ON AN INSIDE WALL. 30.10. THERMOSTAT TO BE AT +60 (SIXTY INCHES) A.F.F. Architect 10.4. HANDRAIL SHALL BE " ABOVE NOSING TREADS 4.1.4. SMOKE ALARMS SHALL BE INSTALLED MINIMUM OF 20 FEET HORIZONTAL 30.11. WALL OUTLET FOR MICROWAVE/ RANGE HOOD PER MFR. SPECIFICATIONS. 10.5. WITHIN INDIVIDUAL RESIDENCE GUARDS ON SIDES OF STAIRS SHALL PREVENT THE DOORS AT 1 -HR OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE HOUSE 8" DIAMETER SPACE TO BE MINIMUM 1-3/8" SOLID CORE WOOD DOOR TIGHT -FITTING WITH A PASSAGE OF A 4 3/ DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.; EXCEPTION 30.12. WHEN INDICATED ON UTILITY PLAN, LIGHT BARS IN BATHROOMS TO BE +84" 934 Hillcrest Ave SELF -CLOSER PER 2013 C.R.C. SECT. 302.5.1 IONIZATION SMOKE ALARMS OF PHOTOELECTRIC SMOKE ALARMS AS PER CODE (EIGHTY-FOUR INCHES) A.F.F. Yuba City, CA 10.6. GUARDS THAT SERVE AS HANDRAILS MAY HAVE A HEIGHT BETWEEN 34" - 38" 4.1.5. INSTALLATION NEAR BATHROOMS. SMOKE ALARMS SHALL BE INSTALLED NOT 30.13. WHEN INDICATED ON UTILITY PLAN STEP LIGHTS TO BE +6" FRENCH DOORS TO HAVE BOTH TOP AND BOTTOM BOLTS ON EA. LEAF ORA � (SIX INCHES) ABOVE 530-682-0366 10.7. INTERMEDIATE BALUSTERS SHALL BE SPACED SUCH THAT A SPHERE OF 4" 3 -POINT LOCKING MECHANISM MIN. LESS THAN 3 FEET HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A SKIRT BOARD DIAMETER CANNOT PASS THROUGH BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD 30.14. REFER TO LANDSCAPE DRAWINGS FOR ALL COMMON AREA WALLS AND EXTERIOR 10.8. HANDGRIP CROSS SECTION DIMENSION 14" MINIMUM AND 2" MAXIMUM PREVENT PLACEMENT OF ANOTHER SMOKE ALARM REQUIRED BY OTHER LIGHTING SURROUNDING BUILDING WHEN NOT INDICATED ON UTILITY PLAN 11. CLOTHES DRYER MOISTURE EXHAUST DUCT. PROVIDE A MINIMUM OF 4 INCH DIAMETER TO SECTIONS OR THE CODE 31. ALL ELECTRICAL FIXTURES SHALL CONFORM TO THE REQUIREMENTS OF THE ENERGY THE OUTSIDE, EQUIPPED WITH A BACK -DRAFT DAMPER. DUCT LENGTH IS LIMITED TO 14 4.1.6. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 36" COMPLIANCE DOCUMENTATION REQUIRED BY EACH BUILDING JURISDICTION FEET WITH 2 ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED OR REQUIRED BY THE HORIZONTAL PATH FROM THE SUPPLY REGISTER OF A FORCED AIR HEATING OR 32. PERMANENTLY INSTALLED LUMINARIES IN ATTACHED AND UNATTACHED GARAGES, LAUNDRY MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPROVED BY THE BUILDING OFFICIAL. DOOR/WINDOW REFERENCE COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE OF THE DIRECT AIRFLOW ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES AND CONTROLLED BE PROVIDE 100 SQUARE INCH OF MAKEUP AIR WHEN DOMESTIC CLOTHES DRYER IS FROM THOSE REGISTERS. VACANCY (MOTION) SENSORS. INSTALLED IN A CLOSET. DIMENSION IN INCHES 4.1.7. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED 36" 33. CONDUCTOR WIRES WITH INSULATED NEUTRAL AND A FOUR PRONG OUTLET ARE REQUIRED 12. INSTALLED GAS FIREPLACES) SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. ANY DIMENSION IN FEET HORIZONTAL PATH FROM THE TTP OF THE BLADE OF A SUSPENDED PADDLE FOR ELECTRICAL DRYERS AND COOKING UNITS. INSTALLED WOODEN STOVE OR PELLET STOVE SHALL COMPLY WITH US EPA PHASE II FAN. 34. BATHROOMS SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET WITHIN 3' (THREE FEET) OF EMISSION LIMITS WHERE APPLICABLE PER C.G.B.S. 4.503. DIMENSION IN INCHES 4.1.8. WHERE STAIRS LEAD TO OTHER OCCUPIED LEVELS, A SMOKE ALARM OR SMOKE THE OUTSIDE EDGE OF EA. BASIN. IN ADDITION, AT LEAST ONE 20 (TWENTY) AMPERE 13. PROVIDE GAS LINE PRESSURE TESTING IS NOW @ 10 PSI FOR 15 MINUTES AND WELDED DIMENSION IN FEET DETECTOR SHALL BE LOCATED SO THAT SMOKE RISING IN THE STAIR WAY CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS AND SHALL PIPING IS 60 PSI FOR 30 MINUTES. CANNOT BE PREVENTED FROM REACHING THE SMOKE ALARM OR SMOKE NOT HAVE LIGHTING, EXH. FANS, OUTLET( ) 14. DUCT OPENINGS AND OTHER AIR RELATED DISTRIBUTION COMPONENTS OPENINGS, SHALL DETECTOR BY AN INTERVENING DOOR OBSTRUCTION. OR OTHER OUTLETS ON IT. BE COVERED DURING CONSTRUCTION. PER SECTION 3050 -SH -T-4.1.9. FOR STAIRWAYS LEADING UP FROM A BASEMENT, SMOKE ALARMS AND SMOKE 35. RECEPTACLE OUTLETS LOCATED OUTDOORS SHALL HAVE AN ENCLOSURE THAT IS WEATHER 15. PROVIDE MIN 30 DETECTORS SHALL BE LOCATED ON THE BASEMENT CEILING NEAR THE ENTRY PROOF AND LABELED/LISTED WEATHER -RESISTANT. WIDE CLEAR SPACE FOR WATER CLOSET, 244; 504.1 MIN CLEAR IN FRONT. 16. EXTERIOR DOORS: TO THE STAIRS. 36. GROUND FAULT INTERRUPTER (GFIC) IS REQUIRED FOR ALL 120 (ONE -HUNDRED -TWENTY) 17. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE HEIGHT 4.1.10. FOR TRAY -SHAPED CEILINGS (COFFERED CEILINGS), SMOKE ALARMS AND SMOKE VOLT RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, OUTDOORS, IN UNFINISHED WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING DETECTORS SHALL BE INSTALLED ON THE HIGHEST PORTION OF THE CEILING BASEMENTS, UNDER -FLOOR AREAS, KITCHEN COUNTER TOPS, AND WITHIN 6' (SIX FEET) SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TYPE WITHIN 12 INCHES VERTICALLY DOWN FROM THE HIGHEST POINT. OF A WET BAR, LAUNDRY, UTILITY SINKS TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED TEMPERED GLASS 4.1.11. SMOKE ALARMS AND DETECTORS INSTALLED ON ROOMS WITH JOISTS OR BEAMS 37. RECEPTACLE OUTLETS SHALL BE SPACED SUCH THAT ANY POINT ALONG THE WALL AT 1/4 UNIT VERTICAL IN 12 FRONT ENTRY DOOR: SHALL COMPLY WITH REQUIREMENTS 17.7.3.2.4. THE FLOOR LEVEL IS NOT MORE THAN 5' (FIVE FEET) FROM A RECEPTACLE WITHOUT 18. FLOOR ELEVATIONS AT THE FRONT ENTRY DOOR SHALL NOT BE MORE THAN 1 1/2 4.1.12. HEAT ALARMS AND SMOKE DETECTORS INSTALLED IN ROOMS WITH JOISTS OR CROSSING A DOORWAY. WALL SPACES 2' (TWO FEET) OR GREATER IN WIDTH SHALL BE INCHES LOWER THAN THE TOP OF THE THRESHOLD. BEAMS SHALL COMPLY WITH THE REQUIREMENTS. OF 17.6.3. PROVIDED WITH A RECEPTACLE, RECEPTACLES IN THE FLOOR WITHIN 16" (SIXTEEN EXCEP11ON: 5. ALL EXHAUST FAN/LIGHT COMBINATION FIXTURES INSTALLED OVER TUB AND/OR SHOWER INCHES) OF THE WALL ALSO MEET THE REQUIREMENTS. THESE RECEPTACLES SHALL BE THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7j INCHES (196 MM SPACES SHALL BE APPROVED FOR WET LOCATIONS. INCANDESCENT LIGHT FIXTURES IN PROVIDED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, DENS, LIVING ROOMS, BEDROOMS BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE WALK-IN CLOSETS SHALL BE 18" FROM FACE OF SHELF. OR SIMILAR ROOMS. LANDING OR FLOOR. 6. IF FLUORESCENT LIGHT FIXTURES ARE USED, THE FIXTURE SHALL BE 6" FROM FACE OF 38. SURFACE -MOUNTED INCANDESCENT LIGHTS CANNOT BE CLOSER THAN 12" (TWELVE 19. EXTERIOR DOORS OTHER THAN FRONT ENTRY DOOR SHALL BE PROVIDED WITH LANDINGS SHELF.7. INCANDESCENT LIGHT FIXTURES IN WALK-IN CLOSETS SHALL BE 18" FROM FACE OF 39. OPEN OR PARTIALLY NCLOSEDROM THE NEAREST OINCANDESCENTINT OF A RFIXTURES ARE NOTAGE AREA ON VES IN CLOSETS OR FLOORS NOT MORE THAN 7 3/4 INCHES BELOW THE TOP OF THE THRESHOLD. PERMITTED IN CLOSETS EXCEPTION: SHELF. IF FLUORESCENT LIGHT FIXTURES ARE USED, THE FIXTURE SHALL BE 6" FROM PER 2013 C.F.C. A LANDING IS NOT REQUIRED WHERE A STAIRWAY OF TWO OR FACE OF SHELF.THE BATHROOM RECEPTACLES SHALL BE SUPPLIED BY A SEPARATE 20 40. HEATING & AIR CONDITIONING EQUIPMENT: A 125 (ONE -HUNDRED -TWENTY-FIVE) VOLT, FEWER RISERS IS LOCATED ON THE EXTERIOR SIDE OF THE DOOR, AMP CIRCUIT AND SHALL NOT HAVE EXHAUST FAN, LIGHTING OR OTHER OUTLETS SINGLE PHASE, OR A 15 OR 20 (FIFTEEN OR TWENTY) -AMPERE -RATED RECEPTACLE PROVIDED THE DOOR DOES NOT SWING OVER THE STAIRWAY. CONNECTED TO IT. OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR SERVICING. THE ONE WINDOW OR DOOR IN EACH SLEEPING AREA MUST MEET 8. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION IS REQUIRED IN KITCHEN, LAUNDRY RECEPTACLE SHALL BE LOCATED ON THE SAME LEVEL AND WITHIN 25' (TWENTY-FIVE EGRESS REQUIREMENTS: 5.7 SQUARE FEET 24" MIN CLEAR ROOM,FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, FEET) OF THE EQUIPMENT. OPEN -ABLE HEIGHT, 20" MIN CLEAR WIDTH, WITH THE BOTTOM OF BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS 41. COUNTERTOP RECEPTACLES IN THE KITCHEN OR DINING ROOM SHALL BE SPACED AS 0 THE CLEAR OPENING NOT GREATER THAN 44" MEASURED FROM OR AREA. AFC WILL NOT BE REQUIRED IN BATHROOMS, KITCHENS, LAUNDRY ROOMS, SUCH THAT ANY POINT ALONG THE WALL AT COUNTER LEVEL IS NOT MORE THAN 2' (TWO 0 UNFINISHED BASEMENTS, GARAGES, ATTICS, OR OUTDOORS. „ THE FLOOR WINDOW SCHEDULE: 9. PROVIDE TWO OR MORE 20 AMP SMALL APPLIANCE CIRCUITS EVENLY PROPORTIONED IN FEET) FROM A RECEPTACLE. ANY COUNTER SPACED MORE THAN 12 (TWELVE INCHES) UL SHALL HAVE EMERGENCY RESCUE WINDOWS OR DOORS WITH: ALL BEDROOMS, BASEMENTS, ROOMS USED FOR SLEEPING THE KITCHEN PANTRY BREAKFAST ROOM DINING ROOM OR SIMILAR AREA TO SERVE ALL WIDE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. PENINSULAR OR ISLAND W COUNTERS ARE TO BE PROVIDED WITH AT LEAST ONE RECEPTACLE INSTALLED AT EACH MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS U - MINIMUM NET CLEAR OPENING WIDTH OF 20 INCHES 10. PROVIDE 4 -WIRE RECEPTACLES FOR ALL RANGES, OVENS, AND DRYERS COUNTERTOP SPACE WITH A LONG DIMENSION OF 24" (TWENTY-FOUR INCHES) OR z MINIMUM NET CLEAR HEIGHT OF 24 INCHES 11. PROVIDE UFER GROUND 20' OF #4 REBAR CONIC ENCASED IN FOUNDATION BOND WATER GREATER AND A SHORT DIMENSION OF 12" (ONE FOOT) OR GREATER. RECEPTACLES W Q Q WINDOWSILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE PIPES AND ABOVE GROUND METAL GAS PIPING TO THE SERVICE GROUND LOCATED IN COUNTERTOPS ARE NOT TO BE FACE UP IN THE COUNTER. COUNTERTOPS 0 LL Q FLOOR 12. OUTDOOR LIGHTING ATTACHED TO BUILDINGS MUST BE HIGH EFFICACY LIGHT FIXTURES INTERRUPTED BY RANGES, SINKS, OR OTHER APPLIANCES SHALL BE CONSIDERED O 20. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF AND MUST HAVE A MANUAL ON / OFF SWITCH THAT DOES NOT OVERRIDE TO ON, A SEPARATE COUNTERS. MOTION SENSOR NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT DISABLES THE 42. ELECTRICAL METER PANELS, SUB PANELS, AND DISCONNECTS, SUCH AS AT THE AIR LLJ ARE OF EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 4% OF THE FLOOR MOTION SENSOR, OR A MOTION SENSOR WITH AN OVERRIDE SWITCH THAT TEMPORARILY CONDITIONER CONDENSER, REQUIRE A MIN. CLEAR WORKING SPACE OR NOT LESS THAN J W AREA OF SUCH ROOMS. THE GLAZED AREAS NEED NOT BE OPENA EC WHERE THE BYPASSES THE MOTION SENSING FUNCTION AND AUTOMATICALLY REACTIVATES THE MOTION { ) (THIRTY-SIX INCHES DEEP BY 78" SEVENTY-EIGHT J � Q OPENING IS NO REQUIRED BY SECTION R310 AND AN APPROVED MECHANICAL VENTILATION 30 THIRTY INCHES WIDE, BY ) SYSTEM CAPABLE OF PRODUCING 0.35 AIR CHANGE PER HOUR IN THE ROOM IS SENSOR WITHIN 6 HOURS INCHES) HIGH, AND IN NO CASE WILL THE WORKING, WIDTH, DEPTH, OR HEIGHT BE LESS - Q U 12.1. A PHOTOCONTROL, ASTRONOMICAL TIME CLOCK OR ENERGY MANAGEMENT CONTROL THAN THAT OF THE MINIMUM REQUIREMENT PER C.E.C. 0 (f� = INSTALLED OR A WHOLE HOUSE VENTILATION SYSTEM IS INSTALLED CAPABLE OF 43. ALL FLUORESCENT LIGHTING SHALL BE HARDWIRED SYSTEMS WITH PIN -BASED SOCKETS W [_� SUPPLYING OUTDOOR AIR OF CUBIC FEET PER MINUTE PER OCCUPANT. (WHOLE HOUSE SYSTEM THAT DOES NOT HAVE AN OVERRIDE OR BYPASS SWITCH DISABLING THE VENTILATION CALCULATIONS REQUIRED.) C.R.C. R303.1. CONTROL AND IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING RATED AT 40 LUMENS PER WATT MINIMUM. U (D 21. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL OFF DURING DAYLIGHT HOURS. 44. UFER GROUND, A 20'-0" (TWENTY FOOT ZERO INCH) SECT. OF NO. 4 (NUMBER FOUR) 0 _ (D CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 13. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES ARE TO BE LABELED: "SUITABLE FOR REBAR INCASED IN AT LEAST 2" (TWO INCHES) OF CONCRETE WITH A GROUNDING WIRE z U 00 m BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER DAMP LOCATIONS" OF NO. 4 (NUMBER FOUR) COPPER CLAMPED TO WATER @ GAS LINE ACCESSIBLE FROM HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT 14. LAUNDRY ROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20- AMP EXTERIOR STRUCTURE. SURFACE. SUCH SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER FIXTURES, LAMP HOLDERS AND 45, LIGHTING INSTALLED IN GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE HIGH DATE: ABOVE THE FLOOR. RECEPTACLES SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 6 EFFICACY AND SHALL BE CONTROLLED BY VACANCY (MOTION) SENSORS. A MINIMUM OF _-- 22. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH SHOWER HEADS SHALL BE POUNDS, OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE ONE HIGH EFFICACY LIGHTING FIXTURE SHALL BE INSTALLED IN EACH BATHROOM. ALL _ _--svl0 12-12-16 PER MI -T -- �U��V►�O�M FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN SCREW SHELL OF A LAMP HOLDER PER OUTLET BOXES SHALL NOT BE USED AS THE OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR �� G,ill�' fop. 72" ABOVE THE FLOOR. SOLE SUPPORT FOR A CEILING (PADDLE) CONTROLLED BY VACANCY SENSORS. SCALE: COL"11C, SCALE: 23. PLASTIC PIPE AND FITTINGS, OTHER THAN THOSE USED FOR GAS SHALL MEET THE 15. PROVIDE A 15 AMP CIRCUIT, ALONG W/ SWITCH & HIGH EFFICACY LIGHT TO SERVICE 46. OUTLET BOXES (SWITCHES, RECEPTACLES, GARAGE DOOR OPENERS, ETC, IN FIRE e �Y_ r"�- 1/4"=1'-0" REQUIREMENTS OF NATIONAL SANITATION FOUNDATION 14. C.P.C. 301.1 FURNACE IN ATTIC. RESISTIVE CEILING AND WALLS ON OPPOSITE SIDES OF THE OCCUPANCY SEPARATION 0- /.__._-'�- 24. ALL PIPE, TUBE, FITTINGS„ SOLVENT, CEMENT, THREAD SEALANT, SOLDER, AND/OR FLUX 16. RECESSED LIGHTS IN INSULATED AREAS SHALL BE APPROVED FOR ZERO -CLEARANCE (R3/U1) ARE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24" D9TE - DRAWN BY: USED IN POTABLE WATER SYSTEMS INTENDED TO SUPPLY DRINKING WATER SHALL BE IN INSULATION COVER (I.C.) AND CERTIFIED AIRTIGHT. (TWENTY-FOUR INCHES) WHERE THE WALL OR PARTITION IS CONSTRUCTED WITH C.JAICKS ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL SANITATION FOUNDATION 61. 17. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS INDIVIDUAL NON-COMMUNICATING STUD CAVITIES, BY A HORIZONTAL DISTANCE OF NOT C.P.0 604.1 18. MIN. SEPARATION OF ELECTRICAL BOXES BACK TO BACK IN FIRE RESISTIVE WALLS TO BE LESS THAN THE DEPTH OF THE WALL CAVITY WHEN THE ALL CAVITY IS FILLED WITH JOB NO.: 25. FURNACE TO BE LOCATED IN THE ATTIC. PROVIDE A 24" WIDE PLATFORM PATH FROM 24" HORIZ. BOX AREA SHALL NOT EXCEED 16 SQ. IN. AS INSULATION, BY SOLID FIRE BLOCKING IN ACCORDANCE WITH 2013 C.R.C. SECT. R302.11 THE ATTIC ACCESS OPENING TO THE FURNACE. SEE ROOF FRAMING PLAN FOR 19. MIN. SEPARATION OF ELECTRICAL BOXES BACK TO BACK IN FIRE RESISTIVE WALLS TO BE BY PROTECTING THE BOXES WITH LISTED PUTTY PADS, OR BY OTHER LISTED MATERIALS 15-126 LOCATIONS 24" HORIZ. BOX AREA SHALL NOT EXCEED 16 SQ. IN. AS AND METHODS 26. A CONDENSATE DRAIN THAT IS A MAXIMUM OF TWO (2) INCHES HIGHER THAN THE BASE 20. HALF -HOT OUTLET SHOWN AT KITCHEN SINK IS UNDER COUNTER FOR DISHWASHER & 47. ATTICS AND UNDER -FLOOR SPACES: IF USED FOR STORAGE OR CONTAINS EQUIPMENT SHEET NO.: OF THE INSTALLED WATER HEATER THAT ALLOWS NATURAL DRAIN WITHOUT PUMP REQUIRING SERVICING, AT LEAST ONE LIGHTING OUTLET CONTAINING A SWITCH OR ASSISTANCE SHALL BE INSTALLED. CONTROLLED BY A WALL SWITCH SHALL BE INSTALLED. AT LEAST ONE POINT OF CONTROL SHALL BE AT THE POINT OF ENTRY: THE LIGHTING OUTLET IS TO BE LOCATED NEAR THE EQUIPMENT. AOO CALIFORNIA GREEN RESIDENTIAL CODE REQUIREMENTS PLUMBING CODE REVISIONS SITE DEVELOPMENT: CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING 1. WATER CLOSETS TO USE NOT MORE THAN 1.28 GALLONS PER FLUSH PER C.G.B.C. TABLE Q PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL BE ACCOMPLISHED BUILDING MAINTENANCE AND OPERATION 4.303.2 TOILETS SHALL BE CENTERED IN A SPACE NO LESS THAN 30" WIDE A MINIMUM AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING• THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE NEGATIVE EFFECTS ON THE SITE OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION, A MANUAL, CURRENT VOC LIMIT: AND ADJACENT AREAS. PRESERVATION OF SLOPES, MANAGEMENT OF STORM WATER DRAINAGE COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING CARPET PAD ADHESIVES AND EROSION CONTROLS SHALL COMPLY WITH THE FOLLOWING: AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: 150 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. PROJECTS WHICH DISTURB 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE RUBBER FLOOR ADHESIVES LESS THAN ONE ACRE OF SOIL AND ARE NOT PART OF A LARGER COMMON PLAN OF BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 50 DEVELOPMENT WHICH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM WATER 2. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: VCT AND ASPHALT TILE ADHESIVES DRAINAGE DURING CONSTRUCTION. A. EQUIPMENT AND APPLIANCES, INCLUDING WATER -SAVING DEVICES AND SYSTEMS, HVAC 50 IN ORDER TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE SYSTEMS, WATER -HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. MULTIPURPOSE CONSTRUCTION ADHESIVES FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, B. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. 100 PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE. C. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. OTHER ADHESIVES NOT SPECIFICALLY LISTED 1. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON D. LANDSCAPE IRRIGATION SYSTEMS. 450 THE SITE. E. WATER REUSE SYSTEMS. CPVC WELDING 2. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION BUILDING MAINTENANCE AND OPERATION (CONT.): 325 POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION, A MANUAL, ADHESIVE PRIMER FOR PLASTIC BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING 80 AGENCY. AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: STRUCTURAL WOOD MEMBER ADHESIVE 3. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE 250 SURFACE DRAINAGE. THE SITE SHALL BE PLANNED AND DEVELOPED TO KEEP BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. METAL TO METAL SURFACE WATER FROM ENTERING BUILDINGS. CONSTRUCTION PLANS SHALL INDICATE HOW THE 2. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: 50 SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE SURFACE WATER FLOWS. EXAMPLES OF A. EQUIPMENT AND APPLIANCES, INCLUDING WATER -SAVING DEVICES AND SYSTEMS, HVAC WOOD METHODS TO MANAGE SURFACE WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: SYSTEMS, WATER -HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. 80 1. SWALES B. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. REACTIVE PENETRATING SEALERS 2. WATER COLLECTION AND DISPOSAL SYSTEMS C. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. 50 3. FRENCH DRAINS D. LANDSCAPE IRRIGATION SYSTEMS. RUST PREVENTATIVE COATINGS 4. WATER RETENTION GARDENS E. WATER REUSE SYSTEMS. 250 5. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN 3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS OPAQUE GROUNDWATER RECHARGE TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND 50 INDOOR WATER USE LOCATIONS. STONE CONSOLIDANTS WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES (WATER CLOSETS 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 250 AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY WATERPROOFING MEMBRANES FOLLOWING: 4.303.1.1 WATER CLOSETS. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE 50 SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. RELATIVE HUMIDITY LEVEL IN THAT RANGE. ZINC -RICH PRIMERS TANK-TYPEWATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. 6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND 912 8.3. A FURNACE SUSPENDED SHALL HAVE A CLEARANCE OF AT LEAST 6" SIX INCHES EPA WATER SENSE SPECIFICATION FOR TANK -TYPE TOILETS. CONTROLLERS WHICH CONSERVE WATER. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, 7. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING, SHALL BE SINGLE SHOWERHEAD. SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED 2.0 GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. TO THE SIDES OF THE FURNACE. PER 2013 C.M.C. SECT. 912.7 PERFORMANCE CRITERIA OF THE U.S. EPA WATER SENSE SPECIFICATION FOR MULTIPLE 9. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE. SHOWERHEADS SERVING ONE SHOWER WHEN A SHOWER IS SERVED BY MORE THAN ONE PRODUCT -WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, TABLE 4.504.2 ADHESIVE VOC LIMIT LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER ARCHITECTURAL APPLICATIONS: CURRENT VOC LIMIT: INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVE 100 RUBBER FLOOR ADHESIVES 60 SUB -FLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT AND ASPHALT TILE ADHESIVES 50 DRYWALL AND PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS 450 PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP AND TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY Inc. ENFORCING AGENCY SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OR THIS CODE. 1 IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER THE ADHESIVE WITH 1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. OF 24 CLEAR IN FRONT OF THE BOWL IS REQUIRED. 2. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF 2. SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL Q VOCS (SPECIFICATION 01350). VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. MAXIMUM 3. NSF/ANSI 140 AT THE GOLD LEVEL. SETTING TO BE 120' (ONE -HUNDRED -TWENTY DEGREES)FIXTURE TO USE NO MORE THAN Q 4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE TM 2GPM (TWO -GALLONS PER MINUTE) 0 80 -PSI PER C.G.B.C. TABLE 4.303.2 3. HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE APPROVED BACK-FLOW CARPET CUSHION. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET PREVENTION DEVICES Q THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. 4. WATER HEATER: AS SELECTED BY CLIENT. GAS 50 GALLON(U.O.N. IN JOB SPECIFICATIONS). CARPET ADHESIVE. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. WITH PRESSURE RELIEF VALVE AND APPROVED LISTED EXPANSION TANK OR OTHER DEVICE RESILIENT FLOORING SYSTEMS. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 PER 2013 C.P.C. SECT. 608.3 INSULATION BLANKET ON 18" (EIGHTEEN INCHES) HIGH PERCENT OF FLOOR AREA LMITS DEFINED IN THE ING RESILIENT COLLABORATVE ORHIGH PERFORMANCESCHOOLS RISHALL WITH VOC CHPS PLYWOOD PLATFORM (WHEN IN GARAGE) WITH BRACING PER 2013 C.B.C. AND C.P.C. AND EMISSION ( ) ANY APPLICABLE LOCAL CODES LOW -EMITTING MATERIALS LIST OR CERTIFIED UNDER THE RESILIENT �., >A FLOOR COVERING INSTITUTE (REGI) FLOOR SCORE PROGRAM. 5. ALL HOSE BIBS SHALL BE PROTECTED BY A LISTED NON-REMOVEABLE HOSE BIB TYPE C Ja� s COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY VACUUM BREAKER OR A LISTED ATMOSPHERIC VACUUM BREAK INSTALL AT LEAST 6" (SIX �► INCHES) ABOVE THE HIGHEST POINT OF USAGE LOCATED ON THE DISCHARGE SIDE OF THE N 1293 FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE LAST VALVE. IN CLIMATES WHERE FREEZING TEMPERATURES OCCUR A LISTED J'J� Exp. 11/30/17 BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 C.R.C. SELF -DRAINING FROST -PROOF HOSE BIB WITH AN INTEGRAL BACK-FLOW PREVENTED OR 4.504.5. VACUUM BREAKER SHALL BE USED. 2013 C.P.C. SECT. 603.4.7. F OF C�� AS SHOWN IN TABLE 4.,�� 93120 ET SEN.), BY BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, 6. THE BUILDING SEWER WILL BE 4" (FOUR INCHES) WHEN THE 4TH WATER CLOSET IS CONNECTED DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS 7, ALL PLUMBING PENETRATING THE SEPARATION WALL OF THE CEILING BETWEEN THE GARAGE REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF AND THE LIVING AREA SHALL BE A MINIMUM OF 26" GA. THE FOLLOWING: 8. GLASS MAT WATER-RESISTANT GYPSUM BACKING PANELS, DISCRETE NON -ASBESTOS 1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS 2. CHAIN OF CUSTODY CERTIFICATIONS FIBRE -CEMENT INTERIOR SUBSTRATE SHEETS OR NON -ASBESTOS FIBRE -MAT REINFORCED CEMENT SUBSTRATE SHEETS IN COMPLIANCE WITH A.S.T.M.C. 1178.0.1288 OR OR C 1325 3. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET COMPARTMENT WALLS WHEN INSTALLED IN ACCORDANCE A 11: TABLE 4.504.5 FORMALDEHYDE LIMITS MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.08 PARTICLEBOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD 0.21 WITH G.A.-216 OR A.S.T.M.C. 840 AND MANUFACTURER RECOMMENDATIONS. TC 1teCt 9. WHERE APPROVED OR REQUIRED BY THE AUTHORITY HAVING JURISDICTION, ALTERNATE WATER SOURCES[ (RECYCLED) WATER, RAINWATER, GRAY WATER, AND ON-SITE TREATED, Cathy Jaicks NON -POTABLE GRAY WATER)} SHALL BE PERMITTED TO BE USED IN LIEU OF POTABLE Architect WATER 934 Hillerest Ave MECHANICAL CODE Yuba City, CA 530-682-0366 1. INSTALLATION INSTRUCTIONS OF ALL LISTED MECHANICAL EQUIPMENT SHALL BE PROVIDED OUTLETS CONTROLLED BY A SINGLE VALVE ENVIRONMENTAL QUALITY THE HIGHEST VOC CONTENT SHALL BE ALLOWED. SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF TO THE FIELD INSPECTOR Al TIME OF INSPECTION 2. ENVIRONMENTAL AIR-DUCTS(I.E. DRYER, BATH, UTILITY EXHAUST FANS, ETC.) SHALL BE A ARCHITECTURAL SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE THE PROVISIONS OF THIS CHAPTER SHALL OUTLINE MEANS OF REDUCING THE QUANTITY OF AIR 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR MINIMUM OF 3, (THREE FEET) AWAY FROM THE PROPERTY LINE AND OPENINGS INTO THE ROADWAY DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT AND SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING SEALANT PRIMERS NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD 1 500 ACCORDANCE WITH ASTM E 1333-96(2002) FOR ADDITIONAL INFORMATION SEE CALIFORNIA HOUSE (I.E. WINDOWS, DOORS, OPERABLE SKY LIGHTS, OR ATTIC VENTS) POROUS RESIDENTIAL LAVATORY FAUCETS. THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS WELL-BEING OF A BUILDINGS INSTALLERS, OCCUPANTS AND NEIGHBORS ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. ANY INSTALLED WOOD STOVE VOC LIMIT SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION ARCHITECTURAL RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 LIMITS WHERE APPLICABLE. WOODS STOVES, PELLET STOVES AND FIREPLACES SHALL ALSO 300 PSI. COMPLY WITH APPLICABLE LOCAL ORDINANCES. ROADWAY LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS. THE MAXIMUM FLOW RATE OF POLLUTANT CONTROL 420 LAVATORY FAUCETS INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING SEALANT PRIMERS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE 500 AT 60 PSI. CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL POROUS METERING FAUCETS. METERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH OTHER DELIVER MORE THAN 0.25 GALLONS PER CYCLE. TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO FAUX FINISHING COATINGS KITCHEN FAUCETS. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. 450 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW FINISH MATERIAL POLLUTANT CONTROL. GRAPHIC ARTS COATINGS SIGN PAINTS)] ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. 300 MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT LOW SOLIDS COATINGS WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT 420 ACHIEVE REDUCTION. STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: METALLIC PIGMENTED COATINGS AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, 1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT 300 AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1401.1 OF THE PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR PRIMERS, SEALERS, AND UNDERCOATERS CALIFORNIA PLUMBING CODE. AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC 420 ENHANCED DURABILITY AND REDUCED MAINTENANCE LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO ROOF COATINGS RODENT PROOFING. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC 250 OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE,METHYLENE CHLORIDE, PERCH LOROETHYLEN E REACTIVE PENETRATING SEALERS PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 50 MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. BELOW.2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR RUST PREVENTATIVE COATINGS CONSTRUCTION WASTE REDUCTION, CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE 250 CONSTRUCTION WASTE REDUCTION OF AT LEAST 50 PERCENT. RECYCLE AND/OR SALVAGE FOR THAN 1POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES)SHALL COMPLY WITH OPAQUE REUSE A MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF 50 DEBRIS, OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING STONE CONSOLIDANTS WHICHEVER IS MORE STRINGENT. WITH SECTION 94507. 250 EXCEPTIONS: PAINTS AND COATINGS: ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS WATERPROOFING MEMBRANES 1. EXCAVATED SOIL AND LAND -CLEARING DEBRIS. IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 50 2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR ZINC -RICH PRIMERS DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST OR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES 912 8.3. A FURNACE SUSPENDED SHALL HAVE A CLEARANCE OF AT LEAST 6" SIX INCHES ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE. LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A CONSTRUCTION WASTE MANAGEMENT PLAN. WHERE LOCAL JURISDICTION DOES NOT HAVE A FLAT,NONFLAT ORNONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, A CONSTRUCTION WASTE SUBSECTIONS 4.21, 4.36, AND 4.37OF THE 2007 CALIFORNIA AIR RESOURCES BOARD, CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING, SHALL BE MANAGEMENT PLAN SHALL BE SUBMITTED FOR APPROVAL TO THE ENFORCING AGENCY THAT: SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH 1. IDENTIFIES THE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. TO THE SIDES OF THE FURNACE. PER 2013 C.M.C. SECT. 912.7 PROJECT OR SALVAGE FOR FUTURE USE OR SALE. AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE 2. SPECIFIES IF MATERIALS WILL BE SORTED ON-SITE OR MIXED FOR TRANSPORTATION TO A PRODUCT -WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) AND OTHER REQUIREMENTS, DIVERSION FACILITY. INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING 3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 3. IDENTIFIES THE DIVERSION FACILITY WHERE THE MATERIAL COLLECTED WILL BE TAKEN. SUBSTANCES, IN SECTIONS 94522(C)(2) AND (D)(2) OF CALIFORNIA CODE OF REGULATIONS, 4. IDENTIFIES CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF WASTE TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE ACCESS TO MIN. 30" (THIRTY INCH) DEEP SERVICE PLATFORM IN FRONT OF FIREBOX PER GENERATED. BAY AREA AIR QUALITY MANAGEMENT DISTRICT 5. SPECIFIES THAT THE AMOUNT OF MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION VOLUME, BUT NOT BY BOTH. 8, RULE 49. ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19 -PERCENT MOISTURE CONTENT. MOISTURE WASTE MANAGEMENT COMPANY. UTILIZE A WASTE MANAGEMENT COMPANY, APPROVED BY THE VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF O ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, TRUSS MFR. SEE ENERGY CALCULATIONS FOR EFFICIENCY DATA. OF CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL NOTE: THE THE FOLLOWING: OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION AND DEMOLITION 1. MANUFACTURER'S PRODUCT SPECIFICATION. WASTE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY. 2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE INTERIOR, BE 4" (FOUR INCHES MINIMUM IN DIA., TERMINATE TO OUTSIDE OF THE ) 4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGETM L u WASTE STREAM REDUCTION ALTERNATIVE. PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS BUILDING, WITH ABACK -DRAFT DAMPER AND BE NO MORE THAN 14' IN LENGTH WITH A OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS WHICH DO NOT EXCEED -j U - FOUR (4) LBS./SQ. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1. 4.408.4.1WASTE STREAM REDUCTION ALTERNATIVE. [HR] PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED TWO (2) POUNDS PER SQUARE FOOT OF THE BUILDING AREA, SHALL MEET THE MINIMUM 50 -PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1. 4.408.5 DOCUMENTATION. DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THROUGH 5, SECTION 4.408.3 OR SECTION 4.408.4. NOTES: 1. SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS CODE (RESIDENTIAL)" LOCATED AT WWW.HCD.CA.GOV/CALGREEN.HTML MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH THIS SECTION. 2. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (C&D) PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (CAL -RECYCLE). TABLE 4.504.2 SEALANT VOC LIMIT LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER USE: VOC LIMIT SEALANTS 250 ARCHITECTURAL 760 MARINE DECK 300 NON -MEMBRANE ROOF 250 ROADWAY 450 SINGLE -PLY ROOF MEMBRANE 420 OTHER 250 SEALANT PRIMERS 775 ARCHITECTURAL 500 NONPOROUS 760 POROUS MODIFIED BITUMINOUS MARINE DECK OTHER 750 TABLE 4.504.3 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2, 3 GRAMS OF VOC PER LITER OF COATING, LESS WATER AND LESS EXEMPT COMPOUNDS COATING CATEGORY: VALUE FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS: VALUE ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FLOOR COATINGS 450 FORM -RELEASE COMPOUNDS 420 GRAPHIC ARTS COATINGS SIGN PAINTS)] 50 HIGH TEMPERATURE COATINGS 300 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS 450 MAGNESITE CEMENT COATINGS 420 MASTIC TEXTURE COATINGS 50 METALLIC PIGMENTED COATINGS 760 MULTICOLOR COATINGS 300 PRETREATMENT WASH PRIMERS 250 PRIMERS, SEALERS, AND UNDERCOATERS 450 REACTIVE PENETRATING SEALERS 420 RECYCLED COATINGS 50 ROOF COATINGS 760 PRETREATMENT WASH PRIMERS 250 PRIMERS, SEALERS, AND UNDERCOATERS 450 REACTIVE PENETRATING SEALERS 420 RECYCLED COATINGS 50 ROOF COATINGS 760 RUST PREVENTATIVE COATINGS 300 SHELLACS 250 CLEAR 450 OPAQUE 420 SPECIALTY PRIMERS, SEALERS AND UNDERCOATERS 50 STAINS 760 STONE CONSOLIDANTS 300 TRAFFIC MARKING COATINGS 250 TUB AND TILE REFINISH COATINGS 450 WATERPROOFING MEMBRANES 420 WOOD COATINGS 50 WOOD PRESERVATIVES ZINC -RICH PRIMERS 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND INCLUDING EXEMPT SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE JOB NO.: COMPOUNDS. FOLLOWING METHODS: 15-126 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/RCCA 2 MANUAL SUBSEQUENT COLUMNS IN THE TABLE. J-2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT SHEET NO.: 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR 2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D-2009 (RESIDENTIAL RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEBRUARY 1, DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE. A002 CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 3. FACTORY MADE FLEXIBLE AIR DUCTS ARE TO BE INSTALLED PER MANUFACTURERS 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 8 MILLIMETERS. SECTION INSTRUCTIONS AND LABELED IN ACCORDANCE W/ STANDARD U.L. 181B AND MARKED 4.505 *1818 -FX* PER 2013 C.R.C. 4.504.5.1 DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM OF 26 GA. LEAST ONE OF THE FOLLOWING: SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE 1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS. GARAGE PER 2013 C.R.C. 2. CHAIN OF CUSTODY CERTIFICATIONS. 5. DUCT WORK SHALL USE PRESSURE SENSITIVE TAPES, MASTIC AEROSOL SEALANTS OR 3. PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE WOOD OTHER CLOSURE SYSTEMS MEETING APPLICABLE U.L. 181A AND B REQUIREMENTS PRODUCTS REGULATION(SEE C.R.C., TITLE 17, SECTION93120, ET SEQ.). DRAW -BANDS USED WITH FLEXIBLE DUCTS SHALL BE EITHER STAINLESS STEEL, WORM DRIVEN HOSE CLAMPS OR UV RESISTANT NYLON DUCT TIES, IN ADDITION, DRAW-BANDS 4. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS -1 OR PS -2 STANDARDS OF THE MUST HAVE A MINIMUM TENSILE STRENGTH RATING OF 150 (ONE -HUNDRED -FIFTY) ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN AS/NZS 2269 OR EUROPEAN 636 3S POUNDS AND BE TIGHTENED AS RECOMMENDED BY THE MANUFACTURER. STANDARDS. 6. PROVIDE A SOURCE OF COMBUSTION AIR FOR ALL WATER HEATERS, FOSSIL FUEL FIRED 5. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. FURNACES, OR WATER HEATERS INSTALLED IN CONDITIONED SPACES MUST BE SEALED 4.505.1 GENERAL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA COMBUSTION DIRECT VENTED, OR POWER VENTED UNITS. BUILDING STANDARDS CODE. 7. PENETRATIONS OF WALL OR FLOOR/CEALING ASSEMBLIES REQUIRED TO BE ARE RESISTANT 4.505.2 CONCRETE SLAB FOUNDATIONS. CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A RATED IN ACCORDANCE WITH SECT. R302.2 OR R 303.3 SHALL BE PROTECTED IN VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 19 OR CONCRETE ACCORDANCE WITH SECT. R302.4 PER 2013 C.R.C. SLAB -ON -GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, 8. FURNACES INSTALLED IN UNDER -FLOOR SPACES SHALL COMPLY WITH THE FOLLOWING: SHALL ALSO COMPLY WITH THIS SECTION. 8.1. CLEARANCE FROM COMBUSTIBLES PER 2013 C.M.C. SECT. 912. 4.505.2.1 CAPILLARY BREAK. A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT 8.2. FURNACE SUPPORTED ON THE GROUND SHOULD REST ON A CONCRETE SLAB LEAST ONE OF THE FOLLOWING: EXTENDING A MIN. OF 6" (SIX INCHES) ABOVE THE GROUND, PER 2013 C.M.C. SECT. 1. A 4 -INCH -THICK (101.6 MM) BASE OF 1/2 INCH (12.7 MM) OR LARGER CLEAN AGGREGATE 912 8.3. A FURNACE SUSPENDED SHALL HAVE A CLEARANCE OF AT LEAST 6" SIX INCHES SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING, SHALL BE ABOVE GRADE. IF EXCAVATED PROVIDE 6" (SIX INCHES) BELOW, AND 1' (ONE FOOT) USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. 2. TO THE SIDES OF THE FURNACE. PER 2013 C.M.C. SECT. 912.7 OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 9. WHEN ATTIC MOUNTED F.A.U. IS USED PROVIDE A 4'X8'(FOUR FOOT BY EIGHT FOOT) 3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. PLYWOOD PLATFORM (PROVIDE A MIN. 24° ((TWO FEET)) WIDE CATWALK FROM ATTIC 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. BUILDING MATERIALS WITH VISIBLE SIGNS ACCESS TO MIN. 30" (THIRTY INCH) DEEP SERVICE PLATFORM IN FRONT OF FIREBOX PER OF WATER DAMAGE SHALL NOT BE INSTALLED.WALL AND FLOOR FRAMING SHALL NOT BE 2013 C.M.C. SECT. 904.11) IN NO CASE SHALL THIS UNIT BE LOCATED FURTHER THAN [� ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19 -PERCENT MOISTURE CONTENT. MOISTURE 20' (TWENTY -FEET) FROM THE ATTIC ACCESS. VERIFY STRUCTURAL REQUIREMENTS PER O CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING: TRUSS MFR. SEE ENERGY CALCULATIONS FOR EFFICIENCY DATA. LL 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE 10. CLOTHES DRYER MOISTURE EXHAUST DUCT SHALL BE OF METAL, HAVE A SMOOTH MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE INTERIOR, BE 4" (FOUR INCHES MINIMUM IN DIA., TERMINATE TO OUTSIDE OF THE ) L u ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS BUILDING, WITH ABACK -DRAFT DAMPER AND BE NO MORE THAN 14' IN LENGTH WITH A -j U - CODE. 2. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (1219 MM) MAXIMUM OF 2 (TWO) 90' (NINETY DEGREE) BENDS SUBTRACTING 2 FEET OF LENGTH FOR EACH ADDITIONAL 90' Z Q W< FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. (NINETY DEGREE) BEND IN EXCESS OF 2 (TWO), OR PROVIDE LL Q 3. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL AND FLOOR MECHANICAL ENGINEERING FOR PROPOSED DUCT -SYSTEM. 11 EXTERIOR LINE SETS SHALL BE INSULATED TO PROTECT FROM DAMAGE. INCLUDING THAT � Q FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE • � TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING. DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. THE TEST PRESSURE INSPECTION SHALL INCLUDE AN A.R. CO2. OR NITROGEN PRESSURE LJJ INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE TEST, AT WHICH TIME THE GAS PIPING SHALL STAND A PRESSURE OF NOT LESS THAN 10 r J W < REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR PSI GAUGE PRESSURE TEST PRESSURES SHALL BE HELD FOR A LENGTH OF TIME��' J 0 CAVITIES.WET-APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING SATISFACTORY TO THE AUTHORITY HAVING JURISDICTION BUT IN NO CASE LESS THAN 15 < RECOMMENDATIONS PRIOR TO ENCLOSURE. (FIFTEEN) MINUTES WITH NO PERCEPTIBLE DROP IN PRESSURE. (� Q = 0 4.506.1 BATHROOM EXHAUST FANS. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND L j,J I Q SHALL COMPLY WITH THE FOLLOWING: u)W (D 1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE O v --(D BUILDING. 2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS Z Co U �- N Co MUST BE CONTROLLED BY A HUMIDITY CONTROL. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF S 50 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZE DATE: MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. 12-12-16 B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT SCALE: REQUIRED TO BE INTEGRAL (I.E., BUILT-IN). PERMIT �__ NOTES: RUTTE COUNTY DEVELOPMENT SERVICES 1. FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A REVIEWED FOR COMPLIANCE 1/4"=1'-0" BATHTUB, SHOWER, OR TUB/SHOWER COMBINATION. C"ODE S /, " DRAWN BY: 2. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA DATE _ $Y ENERGY CODE. C.JAICKS 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. HEATING AND AIR-CONDITIONING 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND INCLUDING EXEMPT SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE JOB NO.: COMPOUNDS. FOLLOWING METHODS: 15-126 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/RCCA 2 MANUAL SUBSEQUENT COLUMNS IN THE TABLE. J-2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT SHEET NO.: 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR 2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D-2009 (RESIDENTIAL RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEBRUARY 1, DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE. A002 24'-88" 20'-8j" TANKLESS WATER TER COORDINATE FIN LOCATION WI OWNER 4'-0" 01 L - c GARAGE 9' CLG. CONC 31' X 28' L,O Fc�o 00 O,P 6'-4" 33'-2»A 30'-411 A3 21,_6„ 3'-10" 5'-41' 7'-8" 13'-10" Lj ElCN io 5050 GL 26'-2» 2'-41 L COVERED nl ITnnnD I `i' CATHEDRAL N CONC. o 30'X20' `- SKYLIGHTS PER OWNER PLUMB PROPANE FOR BAR -B -CUE PLUMB PROPANE FOR 2 OUTDOOR HEAT RS OCATED AT CEILING OUTDOOR SHOWER- CONFIRM ALL LOCATIONS WITH OWNER 1' 8" COORDINATE WITH 7050 TEMP. 19'-2" ,. 111-211- OWNER FIXED IN MIDDLE 4016 GL WITH SLIDERS ON SIDES i. I N y PR 2680 FR DR TEMP. GL CD MST BEDROOM � OVEN I _ �- 9' -10' COFF. CLG. BELOW ; 5046 GL h S ER --- ARS--- CARPET 00 15'x 16'4 � a� � �-s�_-. �----------- o o DW MSTR BATH ' O 9' CLG � I � TILE r r- 1 2 00 W.I.C. -10 7'4X16' a1 0 9' CLG. ® KITCHEN CARPET z (10 10'6 CLG. N 9'x 16 HARDWOOD � ® �� 16'X17 i I 3 - v � -8„ 6,-4„ 0 61_4» 4' 10„ 5 CD00 I kEF CD STORAGE 00I PANTRY ----- BROOM � DO 6'8 9 CLG. CLOSET OR ACTIVNT CONC. PR 3480 LIGHT 2480 -- HALL O ; "UNDFRY �VHOLEI 10 6 CLG. / ;HOUSE; dll�`b �''`\;>'9' CLG.--6�AN� HARDWOOD 2880 TILE 4 WIDE o`b 8' 6' X 14' 200 AMP SUBPANEL Q0 HLN4NI R 2680 FR DR TEMP. GL / 2070 F -TEMP. E,A, SIDE ❑3 0`��G�arc00 wA/ CE MACHINE COUNTER ACH NER N\ - GREAT ROO 0 OAF o roo'so 96090W 00� OFFICE 9' CLG. HARDWOOD: CjD 11'x11' II 505 GLc N 0 0 MULTIPLE NICHES �' ENTRY � 1 o'6cLG. HARDWOOD 1 O'6CLG. 22'X20'0 HARDWOOD 9'X8'8 I I � NO I I I I I I I I I I 1980 F -Temp 1980 F-Tp COVERED ENTRY GAMEROOM C:) � CARPET CD Co M 20'6X12'6 Lo 10 41-411 101-41' ® o 00 00 04 BUILT IN CABINETS 1 /2 BATH F-2--8" TILE LE 5'x6 2480 Q� W.I.C. 12'8X 1 1' in 9' CLG CARPET 2480 DINING 10'6 CLG. 41_0„ 31_ ,1 111_6» HARDWOOD ,d- 2880 14'X14' °O WHOLE 00 BATH HOUSO W.I.C. N g' CLG FAN 9 CLG. ---� TILE ® L6'2X5'CARPET6; ©� 11'6X5'6 HALL 124"W. I --- LINEN 9 CLG. wall °i HARDWOOD 4'2 WIDE I i 1 is , 0 1; ZERO CLEARANCE 1O'6CLG. U-) �i FIREPLACE CONC. `. �' 9'7X10'4 tK C14ARCH Oh� 2'-0» 6'-911 2'-011 101_93) 121-611 00 CD N I 4-2 6 -10' 7'-10" 3'-1011 BEDROOM #2 t ) 2060 SH 6070 AR HED TOP F 2060 S d lo E O N C-4 �I A 2'-4 A3 21'-10» FLOOR PLAN GENERAL NOTES A. 2 x 6 WOOD STUDS ® EXTERIOR (U.N.O.) SEE DETAILS 1 AND 2/D1 AND STRUCTURAL SHEETS B 2 x 4 WOOD STUDS @ INTERIOR (U.N.O.) SEE DETAIL 6/D1 C. SEE SHEETS AO.1 AND AO.2 FOR ADDITIONAL NOTES D. WIRE HOUSE FOR SPEAKERS INSIDE AND ON PATIO E. ALL INTERIOR DRYWALL CORNERS TO BE BEVELED D. ALL DRYWALL TEXTURE TO HAVE IMPERFECT SMOOTH FINISH 9' CLG. C a CARPET 0 o 12'8'x11' TANKLESS WATER HEATER IN ATTIC COORDINATE FINAL 1'-811 2880 LOCATION WITH 3� OWNER TV o REVISIONS 0 0 0 0 v��SED ARCy�� h , J�ick 21293 Exp. 11/30/17 v e Architect Cathy Jaicks Architect 934 Hillcrest Ave Yuba City, CA 530-682-0366 2480 fyQ Q o- 2 -J Q U 2 BEDROOM #3 2,ST�R00LINEN W.I.C. N = U 0 a- l U)9' CLG. CARPET C) `o BATH I M e W 0 CARPET 7'X5' W) o N = pp 12'8X11'O � TI LE 9'6X8'2 2080 V I— CN w J 8 2020 F z � 4 -0 DATE: 0 00 0 7'X4' °O 12-12-16 C) LL Q hocoD N SHOWER0 � ���/ 71_411 2'-2" SCALE: 0� �1 `r' Z w 0- 2480 fyQ Q o- 2 -J Q U 2 BEDROOM #3 W.I.C. U 0 a- l U)9' CLG. CARPET `o 0 W 0 CARPET 7'X5' J = pp 12'8X11'O IL V I— CN m 2020 F x DATE: / °O 12-12-16 N 3050 SH 3050 SH 71_411 2'-2" SCALE: 55-9" FLOOR PLAN KEYNOTES 1. PLUMB FOR POT FILLER BEHIND STOVE 2. PROVIDE RECESSED NICHE BEHIND STOVE, CONFIRM FINAL DESIGN WITH OWNER 3. TUBE SOLAR LIGHT 4. PULL OUT CABINET FOR TOILETRIES, CONFIRM DESIGN WITH OWNER 5. ISLAND SINK- SEE DETAIL 10/D1, PROVIDE HOT FAUCET IN SINK 6. 22" X 30" ATTIC ACCESS 7. MEDICINE CABINET IN WALL qk FLOOR PLAN 1/4°=11-011 3592 SQ. FT. DRAWN BY: C.JAICKS JOB NO.: 8. SAFE IS 8" SOLID GROUT CONCRETE BLOCK 15-126 WITH HIDDEN DOOR. DOOR WILL BE IN LAUNDRY ROOM SHEET NO.: OR IN OFFICE, TO BE DETERMINED BY OWNER SUITE COUNTY DEVELOPMENT SI,RVICES REVIEWED PD1 _ CODE. COMPLIANCE T J;i f ��_— H � — w�■��i■��i�� iMINIMUM I jjjjqI hqmqmqhjj 011111M.111 oil 111111 3ii' I F11 - RIGHT ELEVATION D 14 Q Z N � Z � O Z W Aj N w N i 'j a i CD REVISIONS v��SED ARCy�� Ull I.��`� C Architect Cathy Jaicks FRONT ELEVATION Architect 934 Hillcrest Ave Yuba City, CA 530-682-0366 1. 7/8" THICK CEMENT - 3 COAT APPLICATION PER OVER METAL LATHE OVER 2 LAYERS GRADE D PAPER -PROVIDE WEEP SCREED @ THE BASE OF ALL CEMENT PLASTER- THE WEEP SCREED IS TO BE THE TYPE TO ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE SCREED IS TO BE PLACED A MIN OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. SEE DETAILS 1 AND 2/D1 2. CONCRETE TILE ROOFING -4:12 ROOF SLOPE TYPICAL 3. 5" CONTINUOUS GUTTER OVER 2 X PAINTED FASCIA, GUTTERS TO HAVE GUTTER GUARDS 4. WINDOW -SEE FLOOR PLAN, AND DETAIL 4, 7,8 /D1 5. DOOR -SEE FLOOR PLAN AND DETAIL 5,9/D1 6. CARRIAGE STYLE SECTIONAL GARAGE DOOR, CONFIRM STYLE WITH OWNER 7. ARCHITECTURAL FOAM TRIM WITH CEMENT PILASTER FINISH AT DOORS. 8. CHIMNEY WITH APPROVED SPARK ARRESTOR - MIN 2'-0" ABOVE NEAREST ROOF WITHIN 10' OF CHIMNEY 9. TOP OF WINDOW @ 8' A.F.F. UNLESS NOTED OTHERWISE 10. 7" HIGH ARCHITECTURAL FOAM ARCHED TRIM WITH CEMENT PLASTER FINISH OVER GARAGE DOORS AND ENTRY 11. ARCHITECTURAL FOAM WITH CEMENT PLASTER FINISH ORNAMENTAL DECOR, CONFIRM FINAL SELECTION WITH OWNER 12. PAINTED ROUGH SAWN FIELD BUILT TRUSS AT END OF OUTDOOR PATIO- SEE STRUCTURAL PLANS FOR SIZED OF MEMBERS 13. ARCHITECTURAL FOAM SILL AT WINDOWS, CONFIRM STYLE WITH OWNER 14. CROWN MOLDING WITH CEMENT PLASTER FINISH AT EAVES, CONFIRM STYLE WITH OWNER EXTERIOR ELEVATION GENERAL NOTES A. ALL GLAZING TO BE FREE OF STICKERS AND TO BE CLEANED UPON COMPLETION OF EXTERIOR WORK B. ANY OVERSPRAY DURING PAINT APPLICATION TO BE REMOVED C. CAULK ALL DOOR AND WINDOW FRAMES AT HEAD, SILL AND JAMB @ EXTERIOR AND @ INTERIOR SIDES O 0 D. CAULK AROUND ALL WALL PENETRATIONS (n E. ALL VISIBLE UTILITY PIPES, CONDUITS, GAS METERS, ELECTRICAL PANELS SCUPPERS, DOWNSPOUTS z LL AND STUCCO EXPANSION JOINTS OR REVEALS TO BE PRIMED AND PAINTED TOw O w J MATCH ADJACENT WALL FINISH _ _ F. ALL UNDERSIDE OF EAVES AND SOFFITS TO BE FINISHED WITH 3 COAT CEMENT PLASTER F-- z G. COORDINATE ALL EXTERIOR TRIM STYLE AND LOCATION WITH OWNER. COORDINATE WITH OWNER j w Q C) REGARDING LOCATIONS OF CROWN MOLDING OR OTHER DECORATIVE TRIM TO EXTERIOR. LL j Q O w wCLW JQ O=QU W 0�I�U) a CD w X �w �=00� w CU I— cu Co DATE: 12-12-16 SCALE: 1/4"=1'-0" DRAWN BY: C.JAICKS JOB NO.: PE9.MIT --- ,_ ___ 15-126 MITiE COUNTY 0EVELO rag Ni > '•v'C R VIE-yNII I) CODE C0MPUMR 0 SHEET NO.: a 2 i� u 4 0 ' GREAT ROOM DINING (,1 BUILDING SECTION COVERED OUTDOOR LIVING LEFT ELEVATION B WALL SECTION C WALL SECTION BACK ELEVATION REVISIONS v��SED AR�y�� � �' CWks 0,A Exp. 11/30/17 Cp�\�o� Architect Cathy Jaicks Architect EXTERIOR ELEVATION KEYNOTES 934 Hillcrest Ave Yuba City, CA 530-682-0366 1. 7/8" THICK CEMENT — 3 COAT APPLICATION PER OVER METAL LATHE OVER 2 LAYERS GRADE D PAPER—PROVIDE WEEP SCREED 0 THE BASE OF ALL CEMENT PLASTER— THE WEEP SCREED IS TO BE THE TYPE TO ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE SCREED IS TO BE PLACED A MIN OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. SEE DETAILS 1 AND 2/D1 2. CONCRETE TILE ROOFING -4:12 ROOF SLOPE TYPICAL 3. 5" CONTINUOUS GUTTER OVER 2 X PAINTED FASCIA, GUTTERS TO HAVE GUTTER GUARDS 4. WINDOW—SEE FLOOR PLAN, AND DETAIL 4, 7,8 /D1 5. DOOR—SEE FLOOR PLAN AND DETAIL 5,9/D1 6. CARRIAGE STYLE SECTIONAL GARAGE DOOR, CONFIRM STYLE WITH OWNER 7. ARCHITECTURAL FOAM TRIM WITH CEMENT PILASTER FINISH AT DOORS. 8. CHIMNEY WITH APPROVED SPARK ARRESTOR — MIN 2'-0" ABOVE NEAREST ROOF WITHIN 10' OF CHIMNEY 9. TOP OF WINDOW ® 8' A.F.F. UNLESS NOTED OTHERWISE 10. 7" HIGH ARCHITECTURAL FOAM ARCHED TRIM WITH CEMENT PLASTER FINISH OVER GARAGE DOORS AND ENTRY 11. ARCHITECTURAL FOAM WITH CEMENT PLASTER FINISH ORNAMENTAL DECOR, CONFIRM FINAL SELECTION WITH OWNER 12. PAINTED ROUGH SAWN FIELD BUILT TRUSS AT END OF OUTDOOR PATIO— SEE STRUCTURAL PLANS FOR SIZED OF MEMBERS 13. ARCHITECTURAL FOAM SILL AT WINDOWS, CONFIRM STYLE WITH OWNER 14. CROWN MOLDING WITH CEMENT PLASTER FINISH AT EAVES, CONFIRM STYLE WITH OWNER EXTERIOR ELEVATION GENERAL NOTES A. ALL GLAZING TO BE FREE OF STICKERS AND TO BE CLEANED UPON COMPLETION OF EXTERIOR WORK B. ANY OVERSPRAY DURING PAINT APPLICATION TO BE REMOVED C. CAULK ALL DOOR AND WINDOW FRAMES AT HEAD, SILL AND JAMB 0 EXTERIOR AND 0 INTERIOR SIDES D. CAULK AROUND ALL WALL PENETRATIONS E. ALL VISIBLE UTILITY PIPES, CONDUITS, GAS METERS, ELECTRICAL PANELS SCUPPERS, DOWNSPOUTS AND STUCCO EXPANSION JOINTS OR REVEALS TO BE PRIMED AND PAINTED TO MATCH ADJACENT WALL FINISH F. ALL UNDERSIDE OF EAVES AND SOFFITS TO BE FINISHED WITH 3 COAT CEMENT PLASTER G. COORDINATE ALL EXTERIOR TRIM STYLE AND LOCATION WITH OWNER. COORDINATE WITH OWNER REGARDING LOCATIONS OF CROWN MOLDING OR OTHER DECORATIVE TRIM TO EXTERIOR. SECTION KEYNOTES 1. 7/8" THICK CEMENT — 3 COAT APPLICATION PER OVER METAL LATHE OVER 2 LAYERS GRADE D PAPER—PROVIDE WEEP SCREED 0 THE BASE OF ALL CEMENT PLASTER— THE WEEP SCREED IS TO BE THE TYPE TO ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE SCREED IS TO BE PLACED A MIN OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. SEE DETAILS 1 AND 2/D1 2. CONCRETE TILE ROOFING -4:12 ROOF SLOPE TYPICAL 3. 5" CONTINUOUS GUTTER OVER 2 X PAINTED FASCIA 4. WINDOW—SEE FLOOR PLAN, AND DETAIL 4/D1 5. CONCRETE FOUNDATION SEE FOUNDATION PLAN 6. CEMENT PLASTER SOFFIT APPLIED TO UNDERSIDE OF TRUSSES. PROVIDE CONT 2" SOFFIT VENT 7. PREFABRICATED TRUSSES 8. TRUSS BLOCKING 9. R21 WALL INSULATION TYPICAL 10. R38 ROOF INSULATION TYPICAL 11. FIELD FRAMED CATHEDRAL CEILING 4X ROUGH SAWN, AT 32" OC 12. EXTERIOR WALLS 2 X 6 ® 16" OC 13. ROUGH SAWN TONGUE AND GROOVE ROOF DECKING 14. CROWN MOLDING WITH CEMENT PLASTER FINISH COUNTY DEV5LOPMEN`1" SERVICES RE\11EVVED FOR ,ODE COMPLIANCE BY z _O F— C) ui � O z LL _O LLJ ~ z� W Qr) W 0 LL Q —I (f) Y)0,, UJ wn J LUQ O—QU ry O cj�U) i< Z = 00 W U 64 m DATE: 12-12-16 SCALE: 1/4"=1 '-0" DRAWN BY: C.JAICKS JOB NO.: 15-126 SHEET NO.: &M i ATTIC VENTILATION REQUIREMENTS MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1150 OF THE AREA OF nnrrcn eAre _ A V ua, 27" /1n unto n v c r eKin n nrnvi.,n V11L c n u J 1 Vu r VR Lh I -LI UNUM UIRULR I RU3J ROOF TRUSSES TO HAVE BUILT IN SOFFITS EXTERIOR WALLS TO BE 2 X 6 WOOD STUDS 0 16" OC„ TYPICAL PERM T TE COUNTY DEV51.OPMENT S�PVICBB REVIEWED FOR CODE CONA;LINCE BY REVISIONS r.� � F� icks 21293 �,,A Exp. 11/30/17 Architect Cathy Jaicks Architect 934 Hillcrest Ave Yuba City, CA 530-682-0366 DATE: 12-12-16 SCALE: 1/4"=11-011 DRAWN BY: C.JAICKS JOB NO.: 15-126 SHEET NO.: O H W C =� z WUQQ �_ O ry z W a Q _, —J W Q n 2JQC LL 0��U) O U) LLJ O O Z) -r OL C I- F4 DATE: 12-12-16 SCALE: 1/4"=11-011 DRAWN BY: C.JAICKS JOB NO.: 15-126 SHEET NO.: ELECTRICAL NOTES A. HOUSE AND BACK PATIO TO BE WIRED FOR SPEAKERS G.F.I. HIGH EFFICACY OUTDOOR RECESSED STAIR LIGHT COORDINATE WITH OWNER WATER PROOF B. WIRE WHOLE HOUSE FOR SECURITY ALARM WITH PANEL IN so WATER PROOF GFI, SPECIAL OUTLET FOR FUTURE HOT TUB LAUNDRY ROOM FLOOR MOUNTED DUPLEX RECEPTACLE - C. WIRE FOR HDMI FOR TV IN ALL LOCATIONS WHERE $ SINGLE POLE SWITCH INDICATED BY DRAWINGS AND/OR OWNER DIMMER SWITCH D. INSTALL A LISTED RACEWAY TO ACCOMMODATE A DEDICATED �❑ AIR CONDITIONER DISCONNECT SWITCH 208/240—VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 -�- (NOMINAL 1—INCH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN io O PENDANT HUNG HIGH EFFICACY LIGHT FIXT. SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER PENDANT HUNG INCANDESCENT LIGHT FIXTURE 499t ENCLOSURE IN CLOSE Q W PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED SEE ELECTRICAL GENERAL NOTES SHEET AO n TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. J PLUMB FOR PROPANE GAS THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A WALL MOUNTED INCANDESCENT LIGHT FIXTURE � 40—AMPERE MINIMUM PER;v^FT -- - � _t r 1� �OU� ry � � � ® p DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A DOORBELL BUTTON _j=) W BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. ® DOORBELL CHIME THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE UNDER COUNTER HIGH EFFICACY LIGHT FIXTURE m OVERCURRENT PROTECTIVE O HIGH EFFICACY OUTDOOR RECESSED CEILING FIXTURE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE". TELEVISION AND DATA OUTLET, COORDINATE CONFIRM PLACEMENT OF ALL OUTDOOR FIXTURES NOT SHOWN WITH A/C UNIT WITH JOB WIRING TO A SWITCH ARE TO BE SWITCHED TO A OWNER PRIOR TO ANY ROUGH WIRING W.P. (0� OR POURING CONCRETE, G.F.I. PROVIDE A/C SEE ELECTRICAL GENERAL NOTES SHEET AO DISCONNECT 30" W X 36" DP CLEAR WORKING SPACE c/ TANKLES �3� WATERYl 'All 0 W.P. G.F.I. 0 EAVE 1K G.F.I. G.F.I. W G.F.I. G.F.i G;\1 V PROVIDE UNDER CABINET ELECT OUTLETS IN MASTER BATHROOM WITH ACCESS TO THE OUTLETS, COORDINATE WITH OWNER W.P. G.F.I. L0l -' PLUMB PROPANE GAS FOR 2 OUTDOOR HE ERS -- - IN RAFTERS OF OUTDOOR PATIO11 ,}-- ' AND FOR BAR—B—CUE p CONFIRM LOCATION WITH 0 W.P. OWNER G PROVIDE UNDER CABINET AND ' 0 ABOVE CABINET HIGH EFFICACY `, p LIGHTING IN KITCHEN, W.P. COORDINATE WITH OWNER 1 G.F.I. ,I OVEN G.F.I. G.F.I. G.F.I. \ G.F.I W.P. / W.P. G.F.I. - .F.I. G.F.I. DW G.F.I. ..I. 00 ' r 0 G.F.I.(R �TO ; �\ I 0 ® --- I 0,171 LIGHTHDOOR AND SWITCH ACTIVATED I G.F.I. D G. W G. ® ---� G. j .F. . G.F.I. V afC,� �\ I1 �-- i i 200 AMP ELECT. - !� p '%' �.� f � I SUBPANEL- SEE SITE PLAN FOR r e✓ Qv�/�, - GZe LOCATION OF MAIN ELECT PANEL < ` G.F.I. � / G.F.I. / G. F. a O H i I V C 0 FAU IN A TAU ATION 1 i SEE 3/D1 AND TRUSS REF D LIGHT=DOOR AN G.F . \' WHOLE, SWITCH ACTIVATE - J \[ FON SE/ (o _ \ AU IN ATTIC � D O IQ FAU LOCATION /D1 AND TRUSS1SHEETS WHOLE HOUSE, I FAN • G.F I. W.P. G.F.I. 0 EAVE / I ELECTRICAL PANEL AND SUB -PANEL SHALL COMPLY WITH 2013 CEC ARTICLE 250-32 PROVIDE SEPARATE GROUNDING WIRE TO EACH PANEL FROM MAIN ELECT. SERVICE ENTRANCE PANEL I -----------------� 0 0 / ELECTRICAL LEGEND SEE SHEET AO.1 FOR ELECTRICAL NOTES AND REQUIREMENTS Q DUPLEX RECEPTACLE ® + 12" -ARC-FAULT PROTECTED / IN ROOMS AS INDICATED ELECTRICAL NOTES ON SHEET AO W.P. G.F.I. FOURPLEX RECEPTACLE ® + 12" -ARC-FAULT PROTECTED W EAVE ROOMS AS INDICATED ELECTRICAL NOTES ON SHEET AO � I C DO o O� I 1 - \ I / lJ ` O W.P. G.F.I. ® EAVE (� DUPLEX RECEPTACLE -GROUND FAULT INTERRUPTED G.F.I. HIGH EFFICACY OUTDOOR RECESSED STAIR LIGHT Y WATER PROOF W.P. G.F.I. DUPLEX RECEPTACLE -GROUND FAULT INTERRUPTED so WATER PROOF GFI, SPECIAL OUTLET FOR FUTURE HOT TUB © FLOOR MOUNTED DUPLEX RECEPTACLE - ® COORDINATE FINAL LOCATION WITH OWNER $ SINGLE POLE SWITCH $D DIMMER SWITCH $V VACANCY SENSOR SWITCH �❑ AIR CONDITIONER DISCONNECT SWITCH O RECESSED HIGH EFFICACY LIGHT FIXTURE -�- SURFACE MOUNTED HIGH EFFICACY LIGHT FIXT. io O PENDANT HUNG HIGH EFFICACY LIGHT FIXT. � I C DO o O� I 1 - \ I / lJ ` O W.P. G.F.I. ® EAVE (� WALL MOUNTED HIGH EFFICACY LIGHT FIXT. ® HIGH EFFICACY OUTDOOR RECESSED STAIR LIGHT Y nQ TANKLESS WATER SEE ELECTRICAL GENERAL NOTES SHEET AO U STAIR HIGH EFFICACY FIXT. © COMBO SMOKE DETECTOR AND CARBON ® RECESSED HIGH EFFICACY "EYEBALL" LIGHTO �� ��` ©��/e T C,/f MONOXIDE ALARM FAN SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO Yuba City, CA 530-682-0366 SMOKE DETECTOR © RECESSED INCANDESCENT LIGHT FIXTUREO O O SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE io O CEILING FAN WITH HIGH EFFICACY LIGHT TO TERMINATE OUTSIDE THE BUILDING. PENDANT HUNG INCANDESCENT LIGHT FIXTURE 499t HIGH EFFICACY MOTION SENSOR FLOODLIGHT W/ SWITCH Q W OR TUB/SHOWER COMBINATION MUST BE CONTROLLED BY A SEE ELECTRICAL GENERAL NOTES SHEET AO n HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDISTAT J PLUMB FOR PROPANE GAS (� WALL MOUNTED INCANDESCENT LIGHT FIXTURE � RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT. PER;v^FT -- - � _t r 1� �OU� ry � � � ® p Q DOORBELL BUTTON _j=) W SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE ® DOORBELL CHIME SCALE: UNDER COUNTER HIGH EFFICACY LIGHT FIXTURE m HVAC THERMOSTAT LOCATION O HIGH EFFICACY OUTDOOR RECESSED CEILING FIXTURE SHEET NO.: SEE ELECTRICAL GENERAL NOTES SHEET A0. TELEVISION AND DATA OUTLET, COORDINATE ALL OUTDOOR FIXTURES NOT SHOWN WITH ALL LOCATIONS WITH OWNER WIRING TO A SWITCH ARE TO BE SWITCHED TO A LOCATION(S) APPROVED BY THE OWNER & ON A TIMER HOSE BIB (0� HIGH EFFICACY OUTDOOR WALL MOUNTED FIXTURE �C SEE ELECTRICAL GENERAL NOTES SHEET AO Q,4F- 7 i V ---J G J CONFIRM PLACEMENT OF AIC UNIT WITH JOB OWWNER PRIOR TO ANY ROUGH WIRING OR POURING CONCRETE, PROVIDE A/C DISCONNECT 30" W X 36" DP CLEAR WORKING SPACE . G.F.I. b O 0 C©� 0 u W.P. E�AVE.I. 0 0 ® EAVE .I. 0' EAVE.I. ®H PROVIDE POWER Jr,�,/ HfA �er-$'" AND GAS FOR HOUSE. THIS EXHAUST FAN IS TO BE CAPABLE OF EXHAUSTING nQ TANKLESS WATER A MINIMUM OF 109 CFM, IT IS TO BE CONNECTED TO A ROOF VENT WITH 4" FLEX DUCT. THE FAN IS TO HAVE A MAX 1.0 -'�%j©",'�Cr yw� St�O�'/�, Zool,,� FT& HEATER D D OIN C ATTIC D �� ��` ©��/e T C,/f Architect FAN SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO b O 0 C©� 0 u W.P. E�AVE.I. 0 0 ® EAVE .I. 0' EAVE.I. ®H WHOLE BLDG VENT EXHAUST FAN: PROVIDE FOR WHOLE BUILDING VENTILATION SYSTEM FOR THE Jr,�,/ HfA �er-$'" a HOUSE. THIS EXHAUST FAN IS TO BE CAPABLE OF EXHAUSTING AR�y/� F�:.,A A MINIMUM OF 109 CFM, IT IS TO BE CONNECTED TO A ROOF VENT WITH 4" FLEX DUCT. THE FAN IS TO HAVE A MAX 1.0 -'�%j©",'�Cr yw� St�O�'/�, Zool,,� FT& 21293 Exp. 11/30/17 .` SONE SOUND RATING. THE FAN IS TO BE RUN CONTINUOUSLY WITH A SIGN NEXT TO THE SWITCH THAT STATES FAN IS TO / -- C,fa.t r�� Y�1j o/ / V V��/ RUN CONTINUOUSLY AND AUTOMATICALLY DURING ALL OCCUPIABLE HOURS. �� ��` ©��/e T C,/f Architect FAN SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO Yuba City, CA 530-682-0366 TERMINATE OUTSIDE THE BUILDING. LL EXHAUST FAN WHICH COMPLIES WITH THE FOLLOWING: O 1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED W � J TO TERMINATE OUTSIDE THE BUILDING. C) zQ0 2. FANS IN BATHROOMS WHICH CONTAIN A BATHTUB, SHOWER Q W OR TUB/SHOWER COMBINATION MUST BE CONTROLLED BY A Q LL Q n HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDISTAT J WW CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A �-��Q � RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT. PER;v^FT -- - � _t r 1� �OU� ry � � � ® p �� 100 cfm, 3 SONE, 4 DUCT DIAMETER 10 MAX LENGTH �`1' _j=) W VENTILATION FAN IN KITCHEN C.", E 12-12-16 SCALE: 7 E3Y �°�_ DRAWN BY: C.JAICKS 'ATF ;=- - - - REVISIONS a a a a AR�y/� F�:.,A a h aicks 21293 Exp. 11/30/17 .` q�F OF C Architect Cathy Jaicks Architect 934 Hillcrest Ave Yuba City, CA 530-682-0366 LL O LL W � J C) zQ0 Q W Q LL Q n 0 0 J WW U �-��Q � �_Q0 o���; w U)W�(� = T— (D _j=) W 00 UF-Cq DATE: 12-12-16 SCALE: 1/4" 1 9-011 DRAWN BY: C.JAICKS JOB NO.: 15-126 SHEET NO.: REVISIONS 11/2" FOOT 450 45 ° FIRST ATTACH 12" WIDE MOIST TOP VENT FLUSH WITH SILL ON EA. SIDE OF OPENING. THE MOIST TOP AND EXTEND Q 12" BEYOND THE JAMB WOOD STUD SECOND ATTACH 12" WIDE MOIST TOP 3 COAT J" THICK CEMENT PLASTER OVER 1 1/2" VERTICAL ON EACH SIDE OF THE JAMB LATHE OVER 2 LAYERS GRADE D PAPER ; '• WOOD SHEATHING _ EXTENDING 12" BEYOND THE SILL AND Q 211 3 COAT CEMENT PLASTER OVER 2 BOTTOM OF HEADER LAYERS GRADE D PAPER I ' 2" ;.y 6" MIN. WIDE FLASHING STRIP ALL 4 THIRD APPLY CONT. BEAD OF SEALANT Sip ARC GYP BD SIDES ALONG THE INSIDE FACE OF THE OPENING AND INSTALL THE WINDOW TRAPS FOR ISLAND SINKS AND SIMILAR EQUIP. SHALL BE ROUGHED IN ABOVE I I GYP BD " Ca k THE FLOOR AND MAY BE VENTED BY EXTENDING THE VENT AS HIGH AS ti MOISTOP FLUSH WITH THE BOTTOM OF POSSIBLE, BUT NOT LESS THAN THE DRAIN BOARD HEIGHT AND THEN HEADER EXTENDING 12" BEYOND EACH JAB WOOD STUDS 293 RETURNING IT DOWNWARD AND CONNECTING IT TO THE HORIZONTAL SINK DRAIN IMMEDIATELY DOWNSTREAM FROM THE VERTICAL FIXTURE DRAIN, THE AND LAP OVER WINDOW FLANGE. �j► Exp. 11/30/17 METAL CORNER BEAM--m— :'. q�F RETURN VENT SHALL BE CONNECTED TO THE HORIZONTAL DRAIN THROUGH A A FOOT WINDOW WITH NAIL FIN W/ SET BACK OF PROVIDE SOLID • �'• 26 GA GALV WEEP SCREED MIN 6" OF WYE -BRANCH FITTING AND SHALL IN ADDITION BE PROVIDED WITH �� BACKING TO INSTALL BUILDING ABOVE EARTH OR 2" ABOUT PAVED VENT TAKEN OFF THE VERTICAL FIXTURE VENT BY MEANS OF A WYE BRANCH SUPPORT P PAPER SHIP LAP SURFACES IMMEDIATELY BELOW THE FLOOR AND EXTENDING TO THE NEAREST PARTITION PAPER, STAAPLEPLE ALLOWING FOR THE AND THEN THROUGH THE ROOF TO THE OPEN AIR, OR MAY BE CONNECTED THE PERIMETER OF MOISTOP AT THE GRADE „ TO OTHER VENTS AT A POINT OF NOT LESS THAN 6 ABOVE THE FLOOD MOISTOP TO SILL TO SHIP LAP �� 6 LEVEL OF RIM OF THE FIXTURES SERVED. DRAINAGE FITTINGS SHALL BE USED FRAMING MEMBERS OVER THE h ON ALL PARTS OF THE VENT BELOW THE FLOOR LEVEL, AND A MIN, SLOPE 1 FROM OUTSIDE BUILDING PAPER OF ONE-QUARTER INCH PER FOOT BACK TO THE DRAIN SHALL BE EDGE TO PREVENT "u MAINTAINED. THE RETURN BEND USED UNDER THE DRAINBOARD SHALL BE A WIND DAMAGE ONE PIECE FITTING OR AN ASSEMBLY OF A FORTY-FIVE DEGREE, A NINETY DEGREE AND A FORTY FIVE DEGREE ELBOW IN ORDER NAMED. PIPE SIZING SHALL BE PER CPC 2007,. THE ISLAND SINK DRAIN UPSTREAM OF THE RETURNED VENT, SHALL SERVE NO OTHER FIXTURES. AND ACCESSIBLE CLEANOUT SHALL NE INSTALLED IN THE VERTICAL PORTION OF THE FOOT Architect VENT. Cathy Jaicks WINDOW AND GABLE /ENT FLASHING WEEP SCREED @ GRADE Architect SLAND LOO �PV�ENT WINDOW HEAD 7 ,GY2 JAMB SIMILAR 4 N.T.S. 3 = 1 -0 N.T.S 3" = 1'-0" 934 Hillcrest Ave Yuba City, CA 530-682-0366 3 COAT J" THICK CEMENT PLASTER OVER LATHE OVER 2 LAYERS GRADE D PAPER 6" WIDE x CONT. 20 MIL FLASHING. ATTACH VERTICAL 12" WIDE MOISTOP ON PLACE BEHIND LATH &PAPER, PAINT EA. SIDE OF OPENING. THE MOISTOP EXPOSED PORTION TO MATCH CEMENT NA WINDOW WITH NAIL FIN W/ SET BACK- OF SHOULD EXTEND A MIN. OF 12" ABOVE PLASTER THE BOTTOM OF THE HEADER WEEP SCREED MIN 2" ABOVE PAVED SURFACES CONFIRM INTERIOR TRIM 6" MIN. WIDE FLASHING STRIP ALL 4 ATTACH HORIZONTAL 12" WIDE MOIST W/ OWNER SIDES TOP ALONG THE HEADER. THE MOIST HOLD BOTTOM OF PLYWOOD 1 /4" OFF } EPS FOAM WITH CEMENT PLASTER TOP SHOULD EXTEND A MIN. OF 12" SLAB. FILL SLOT W/ SEALANT. FINISH WHERE OCCURS- SEE EXT BEYOND EACH JAMB GYP BD ELEVATIONS APPLY CONT. BEAD OF SEALANT ALONG THE INSIDE FACE OF THE OPENING BEFORE THE INSTALLATION OF THE DOOR 2, CONC. WALK (ELEVATION VARIES) Lj PROVIDE SOLID 2" WOOD SHEATHING BACKING TO SUPPORT ° MOISTOP PAPER, STAPLE THE PERIMETER OF MOISTOP TO 1/2" EXPANSION JOINT MATERIAL WOOD STUDS FRAMING MEMBERS 1" FROM OUTSIDE EDGE TO PREVENT WIND DAMAGE WINDOWSILL DOOR FLASHING WEEP SCREED WALK O 8 2)_311 LJ.. N.T.S. = 1'-0" W� U � Z� WIQQ ELECTRICALO OUTLET AND U) - (/ WOOD STUD LIGHT FIXTURE W n WOOD SHEATHING U) J �—Qv <• , '• 3 COAT CEMENT PLASTER OVER 2 2X4 �FIR,E BLOCKING 20' MAX. 30"X22" J O = U) LAYERS GRADE D PAPER ®8 -0 O.C. 0 ATTIS 30" MIN. ~ W GYP BD 6" MIN. WIDE FLASHING STRIP ALL 4 F.A.U. W r V D SIDES EPS FOAM WITH CEMENT PLASTER 1/2 GYPSUM (TYP.) _ U FINISH WHERE OCCURS- SEE EXT MIN. 30" DEEP LIGHT ELEVATIONS WIDTH AND HEIGHT SWITH N. WORKING CLEARANCE DATE: CONFIRM INTERIOR TRIM 2x4 CONST. CSD 16" O.C. AROUND FAU 12-12-16 W/ OWNER MIN. 24" WIDE ACCESS LARGE ENOUGH TO REMOVE 0.1770 POWDER DRIVEN SOLID FLOORING LARGEST PIECE OF EQUIP. BUT NOT SCALE: FASTENERS @ 16" O.C. FROM ACCESS LESS THAN 30" x 22" WITHIN 20' 1/4"=1'-0" OPENING TO FAU OF FAU DOOR SEE PLAN 2X4 BOTTOM PLATE WORKING PLATFORM DRAWN BY: 4" SLAB -SEE FDN PLAN C.JAICKS NOTE: THE ATTIC FURNACE ACCESS ......... SHALL NOT EXCEED 20' FROM THE JOB NO.: \LL ATTIC ACCESS OPENING IF THE 15-126 CLEARANCE HEIGHT IS LESS THAN 6 FEET IN HEIGHT. SHEET NO.: aTlf c, _RvICES PSR. l E PMED FOR CODE COMPLIANCE Dl DOOR HEAD, JAMB SIMILAR TYPICAL INTERIOR WALL FAU IN ATTIC 6 9 3" = 1'-0" SCALE: 1"=l'—O" NOT TO SCALE U) LLJ Q U O a d L Y LL. O H Z W N Z O U Z LTJ V) V) W ry I X W W D Q Z Q Z Z n Ai r r D D D y L LI y L.I L V L S Li C L 7 C i S i SHEAR WALL SCHEDULE SYMBOL DESCRIPTION ALEW,-M 3/6" 055 W/ 8d ® 6412 4 50' A.B. 0 45' O.G. A3/8" 055 IN ad ® 4412 4 5/8" A.B. ® 32" O.G. ALm 50' 055 H/ 6d a 4412 4 5/5" A.B. a 16" O.G. A'-- 1 SIMP50N SH22X&X6 STRONG WALL. SEE SHEETS 5WI 4 SHO HOLD DOWN SCHEDULE SYMBOL DESCRIPTION A 5IMP50H HTT5 H/ 551320 A.B. 4 DBL. 2X STUD MIN. SEE DETAIL e s4 DESIGNATIONS I 6X6 OF P05T 2 5X8X16 CMU WALLS H/ #4 REBAR I6" O.G. VERTICAL #4 REBAR ®32" O.G. HORIZONTAL GROUT ALL CELLS. PROVIDE 4" CONCRETE LID H/ #4 REBAR 0 1.51 O.G. EACH HAY. (AC5) 6X6 DF POST 4 2X6 DF STUD STITCHED H/ 16d 0 12" O.G. SEE DETAIL X 55 44 4X6 OF POST ft D FRAM I NO NOTES I. FOR TOP CHORD SPLICE USE (12) 16d EACH 51DE OF SPLICE. SEE DETAIL e 54 2. SEE FLOOR ROOF PLAN FOR BEAM SPECIFICATIONS. 3. FOR PLYWOOD 5HEARHALL SEE DETAIL SS 4. FOR WALL FRAMING SEE DETAIL(R) C0 5. SEE STRUCTURAL ROOF PLAN FOR ER 4 BEAM SIZES 4 LOCATIONS. 6. VERIFY DIMENSIONS W/ ARCHITEGHTURAL PLANS. 7. FOR SLHWDETAI�S ®CHANGE IN GES` IGHT 5E 0 4 :6, 21' -O 1/2" 25'-0 1/2" CZ r6l STRUGTURAL FLOOR PLAN FILE: I6-6251\dwg\PLAN.dwg 4' P5 r P4 P3 P2 P1 88'-l0° 30'-4" 21'-6" 3'-10" b" cv , 6'-4" 5'-4" 7'-a" 13'-10" 2'-4" 26'-2" 2'-4" 3 iV N COVERED OUTDOOR LIVING GAMEROOM [Anwilm N si 11'-a" —IIEF I 4� n\ FA -1 STORAGE 16 4) y3._q.. .► 4 I I 0 LIJ U '?YS SlON9 �— --� 0 a I L-}— N Fn _ I C� 1_j MST BEDROOM J I I i V s a < O P9 I KITCHEN I W I O - Q T CIVIL M IqTE 1 11 6'-4" 6'-4" 4'-10" OF CA1 I / oo N cu dJ <1 /C FR�OLFE I HOUSE I HALL `t O ' LAUNDRY LFANJ 4 b Q j�� P10 J \\ SAFE OFFICE O W z Co 0 w V ti m = _ ENTRY 2 tr I I I GREAT I II 6' 4 U I I 11T. DATE: I I GARAGE A 12'-6" II COVERED i ENTRY � II II II II 2' 10' -Li" 21'-10" 4'-4" 10'-4" I 0 I� 6 � I 1/2 BATH A1114'-4" 2'-a" -6" 4 �6 y II BEDROOM #1 II II 1 DINING _ 4' ' II' -6" m I15HOLP I HOUSE I LFANJ W'I'G; BATH F2_ X3o1 ATTIC LAGG)=55 HALL II II II 2' 4'-2" b'-10" 1'-10" I BEDROOM #2 sz :Z_ s CN LN (V DD 1- 2'-4" 55' -Li" 4 3'-10" 4 Q In Is Cz �n 4, 1 REVISIONS BY I 04-11-17 GL m J Z � J CL V O � U, O P7 —' LL Cathy Jaicks Architect 934 Hillcrest Ave Yuba City, CA 530-682-0366 P8Lu L�(j u 0 LIJ U '?YS SlON9 Fn LL C� Iw LijE a: o J N . 188 s a < O P9 0 = W - ~ Q T CIVIL M IqTE 0 OF CA1 oo N U) Ld Q 0 O Q LL. 0 F_ z W z 0 z Ld U) Ld w CL X w Ld H a z z 0 w z 0 W LSI 0 0 w 0 0 O It CL Ld 0 w 0- 0 LTJ m 0 z U Lv w CL V) F - LL_ O 0 OO g 0 z 'Q z 0 V) Ld 0 Ld z Ld Ld I- F- 0 z O0 Q z CL Ld V) Ld 2 H ENGINEERS STAMP 0 '?YS SlON9 C 4-, Iw N . 188 - T CIVIL IqTE OF CA1 a dJ iV O M Q j�� P10 J O W z Co 0 w V ti a z O�o Jd Q CD C° U � H 11T. DATE: 11-29-16 _ PF MST i IE c;Citlr� p' d Firm. l ivl NC BVI ES SCALE: F 1/4" = 1'-0.. REV9 CODE COMPLIANCE DRAWN: ��� GL ' JOB: DATE_: _ 16-6251 SHEET sp. 50ALE: 1/4" = I' -O" OF SHEETS U) Ld Q 0 O Q LL. 0 F_ z W z 0 z Ld U) Ld w CL X w Ld H a z z 0 w z 0 W LSI 0 0 w 0 0 O It CL Ld 0 w 0- 0 LTJ m 0 z U Lv w CL V) F - LL_ O 0 OO g 0 z 'Q z 0 V) Ld 0 Ld z Ld Ld I- F- 0 z O0 Q z CL Ld V) Ld 2 H DE5I6NAT1 ON5 P5 P4 OI 2Xb OF 0 16" O.G. FLAT ON TOP OF SHEAR WALL BETWEEN TRUSSES W/ (4) I6d TOPWALL GONNEGTION 8 (3) I6d PER TRU55 GONNEGTION. SEE DETAIL454� O2 SIMPSON A55 a 12" O.G. TRU55 TO TOP OF SHEAR WALL. SEE DETAIL a e O3 PROVIDE SHEAR PANELS BETWEEN 1RUSSE5 0/ SHEAR WALL. SEE DETAIL 10 4O 51MP5ON ST6236 STRAP, BOTTOM OF TRU55 TO TOP OF WALL. SEE DETAIL 15 54 O SIMPSON DS65R/L-5053, M)% TO TOP OF WALL. SEE DETAILI@6 Ob SIMPSON MU526 O SIMPSON HU526 O SIMPSON MC -A)526 O SIMPSON HHU526-2 10 51MP50N HGU526-2 II 51MP50N 14TU26 12 SIMPSON LSU26 13 SIMPSON THA-SR/2q c o o O cv d a� �� 9i �i 9 14 51MP5ON 5UR24 18 18 15 SIMPSON TJG3-1 p JOO Ib SIMPSON WR26 17 6Xb OF HEADER J02 18 6X8 OF HEADER J04 la 6X10 OF HEADER— QO 6X14 OF ROUGH BEAM WOI 21 8X16 OF NOI R106E BEAM 222 22 4XIO OF ROU61.1 ® 32" O.G. RAFTERS 17 102 I I 23 8X8 OF NO 01,15TOM TRLI%. SEE DETAIL \III2V W03 24 SIMPSON CG88PGG GOLUMN GAP, TR155 P05T TO R106E BEAM. SEE DETAIL 4:12 55 25 51MP50N SPEr-I ORDER 1/4" PLATE W/ MIN. 3/4"0 BOLTS, WASHERS 8 NUTS. 17 W04 SEE DETAIL P13 1 26 SIMPSON 5T6 STRAP, WRAP AROUND POST TO DOUBLE TOP PLATE. H05 I SEE DETAIL 55 13 13 13 12 4 2 6 P12 WOb 3 I� 17 � is O 15 �SS / - \0's � T I S e S � i �9 P14 r �O ONi 2X CALIFORNIA RAFTER COUNTER REVISIONS BY (3) Ibd TOENAIL $ (I) Ibd FAGENAIL STUD WALL 2x SCAB FP_ W/ (4)-Ibd EA. END 'D I 04-11-17 GL FROM FROM JACK RAFTER TO VALLEY MIN. REQ 4 Ibd ® 8" O.G. 5TUD5 PER SLEEPER TYPICAL 8d EDGE NAIL @ 6" O.G. TRU55 Z06 BY OTHERS TRU55 G03 BETWEEN ENDS PLAN 2X RIDGE BLOCKING BY OTHERS PTDF SILL PLATE TYPICAL 7/16" 05B W/ RADIANT BARRIER 4 8d ® 6412 O/ TRUSSES 51MP50N 0565 W/ (24) 50525300 1/4" X 3" BY OTHERS ® 24" O.G. II II p SILL A.B. W/ II 8d EDGE NAIL ® b" O.G. 3x3xO.22q" WA51IERS� 2X BLOCK (OMIT AS EMBEDDED 7" MIN. REQUIRED FOR DOUBLE TRUSSES BY AB / WALL (p AB / WALL SCREENED EAVE VENT) TOP PLATE OTHERS 2X EAVE W/ (2) Ibd 24" O.G. STUD WALL SILL A.B. W/ 2X VALLEY SLEEPER PER TRU55 ° ° ° ° ° ° ° ° 3x3xO.22q" SILL A.B. W/ STUD WALL WASHERS W/ (4) Ibd PER TRU55 3x3xO.22q" WA5HER5 z x PLATE SPLICE SIMP50N HI 18 „ DOUBLE TOP PLATE z PER TRU55 SIMPSON 5%236 TO TOP OF N AB / ¢ WALL � UNDERSIDE OF TRU55 — — WALL 2X STUD EDGENAIL PER SHEAR ® I6" O.G. WALL 5GHEDULE SIMPSON STRONG WALL STAGGERED BETWEEN WALL A5 5" MIN. 5" MIN. 5" MIN. TMP. STUD WALL TMP'a: Q DOUBLE TOP PLATES 5PEGIFIED 12" MAX 12" MAX. 12" MAX. SHEAR PANEL PER PLAN NOTE: WHERE HOLDOOWN A.B. OCCURS, LOCATE TYP. SILL A.B. 5" TO 12" FROM HOLDDOWN A.B. � TYPICAL ROOF FRAMING DETAIL 51 MPSON 05G5,R/L-5053 DETAIL 51 MPSON ST6236 STRAP DETAIL TYPICAL ANCHOR BOLT DETAIL L I— 17 16 15 14 V J FILE: I6-6251\dwg\DETAIL5.dwg SGAL.E: I" = I' -O" FILE: 16-6251\dwg\DETAIL5.dwg 5GALE: I" = P -O" FILE: I6-6251\dwg\DETAIL5.dwg 5GALE: I" = I' -O" FILE: 16-6251\dwg\DETAIL5.dwg 5GALE: N.T.S. W NOTE. PROVIDE REQUIRED PLYWOOD ROOF SHEATHING AS SPEGIFED � W ° W/8 MAX. ° ALL PIPES TO CLEAR PANEL EDGE NAILING AROUND OPENING ON PLAN E06E NAIL ® SHEAR O FOOTING SLEEVES BY I" ALL PANEL BLOCKING 4" MIN. 4" MIN. ry � SLEEVE AROUND. FILL SPACE W/ — SHEAR PANEL 4. 4"0 MAX. WHERE CAULK A5 DIRECTED B _ p CONTINUED UP TRUSS WHERE ° 2 = _ OGGUR5 THRU FTG. ENGINEER. PIPE NEVER „ N OPEN 2X HEADER SAME DEPTH AS 51MP50N A35 PER CORNER SPECIFIED ON U55 Y OTHERS ®24 O.G. TO BE -b TRU55 TYP. TO TRUSS CHORD PLAN SEE { I— — - s OW BORTTEOMAOF2 ('11Q. FOOTING. — 5HEARWALL l I'-6" MIN. 7" MIN. TYP. TOP 4 TTI PLYWOOD SHEATHING SIMPSON U HANGERS TMP. 3/8" OSB SCHEDULE ;j SIMPSON A35 ®12" O.G. NOT 5HOWN NO EXCAVATION FOR PIPE TRENCHES z PARALLEL TO FTG. BELOW THESE LINES TYP 1 GAIL FRAMING @ ROOF OPENING DETAIL 16d a 6" O.C. a 12 ; d ° a - FILE: 16-6251\dwg\DETAIL5.dwg 5GALE: N.T.5. Cath 7aicks Y ti e 2d, MINS `'. o_: FOOTING a; 51MP50N A35 PER PANEL EDGE NAIL Architect 4'-O" MIN. LAP J. a <a TO DOUBLE TOP PLATE ' DOUBLE 2X TOP PLATE .,;.�4 'a p "Q ° d 12-Ibd ® JOINT �' _! a ° I I/2d d �r 4 PLACES 934 Hillcrest Ave 4. 2X4 BLOCKING TYP. a EDGE5 'CA 2X STANDARD OR BETTER STUDS Tuba City, j ® X ,d � UPPER TOP PL. r SHEAR PANEL ;; 56HEO EE EARWALL a aE � 16 O.G. 530-682-0366 66 LOCATE PIPES _ �/ 5 ULE CONDUIT PARALLEL � � - , p TRUSSES BY OTHERS ® 24" O.G. 2X STUD TO FTG. SUCH THAT aj �� VERT. R15ER5 DO q MIN NOT CRO55 ADJ. GONG. FILL SLEEVE LOWER TOP PL. SPACING DOUBLE 2X TOP PLATE HORIZ. PIPE/CONDUIT 2'-0" MIN. GONG. FILL JOINT A ON PLAN SPECIFIED TMP ~ TYPICAL PIPES IN FOOTING DETAIL CHORD SPLICE DETAIL SHEAR PANEL BETWEEN TRU55E5 DETAIL 5HEARWA�LL CONNECTION TO TRUSS DETAIL L 13 I I 10 W FILE: 16-6251\dwg\DETAIL5.dwg SCALE: N.T.5. FILE: 16-6251\dwg\0ETAIL5.dwg SCALE: N.T.5. FILE: I6-6251\dwg\DETAIL5.dwg 50ALE: 1" = 1'-0" FILE: 16-6251\dwg\DETAIL5.dwg 5GALE: I" = I' -O" Lo u m 2X STANDARD OR BETTER STUDS z Q ® 12" O.G. V J 5/&"(P X 12" ANCHOR BOLT W/ A MIN.Cl (J) OF TWO PER SILL. PROVIDE A MIN. .22q INCH BY 3 BY 3 STEEL PLATE 4X P05T (OR 2-2X STUDS NAILED TOGETHER U TRU55E5 BY OTHERS ® 24" O.G. WASHER BETWEEN THE SILL PLATE AND NUT. • • . • W/2 ROWS OF 160 NAILS ®b" OG STAGGERED) m (4) 16d PER CONNECTION NOTE: • • 0 a � 2X P.T.D.F. SILL- I. EXTEND SLAB REBAR • '• . • C) INTO FOOTING ® 3b" O.G. a O (3) Ibd PER CONNECTION EACH END 4" CONCRETE SLAB I SIMP50N HTT AS SPECIFIED w' = 4" CONCRETE PATIO SLAB #3 REBAR ® 18" O.G. EACH WAY w Lu jWL4 cv WELDED WIRE MESH --��--=--- ° —--�—,-=—ter=-- 4 —.—=—= W E06E NAIL ' 2X6 OF ® Ib" O.G. - II II. II a ;� I" SAND Q FIN ° II II II: © PTDF BOTTOM PLATE AS 5PE6IFIED- DOUBLE 2X TOP PLATE GRADE 4 A ° I I I I 114 4 1 r) SHEAR PANEL 2X STANDARD OR BETTER STUDS „ I I . I I ° I II 4 . 11 ' II "° 4 4" GLEAN CRUSHED ROCK ± : I�... a` SEE 5HEARWALL h SCHEDULE 1; ®I6 O.G. 4 4 ° �� _ 4 ;� 4 _ in 4 4 ° 1 ° 4, 1 10 MIL VAPOR BARRIERCID :: FOUNDATION o I N a _ °. 414. �: ° :. ° 4 COMPACTED FILL .' :a �� O ji �7 ° 4 I #4 REBAR TIE TO SLAB REBAR 51MP50N 55TB AS SPECIFIED 4 4 .� 28" 50 �, 18" 50. - 30" 50. ENGINE RS STAMP �R;, ss/0N SHEAsRH�4LL CONNECTION BETHEEN TRU55E5 DETAIL EXTERIOR COLUMN FOOTING DETAIL 150LA�TED FOOTING DETAIL 51 MP50N HTT W/ 55TB A.B. DETAIL 8 5 ' �l C FILE: 16-6251\dwg\DETAIL5.dwg 50ALE: I" = 1'-O" FILE: 16-6251\dwg\DETAIL5.dwg SCALE: P = P -O" FILE: I6-6251\dwg\DETAIL5.dwg SCALE: P = P -O" FILE: 16-6251\dwg\DETAIL5.dwg 5GALE: N.T.S. 2X STANDARD OR BETTER STUDS 2X STANDARD OR BETTER STUDS 2X STANDARD OR BETTER STU05 2X STANDARD OR BETTER STUDS No. 18 2 f p `� Vt ® 16" O.G. @ 16" O.G. ® Ib" O.G. ® 16" O.G. 5/8" 0 X 12" ANCHOR BOLT @ 48" OG 5/8" (P X 12" ANCHOR BOLT ® 48" OG 5/8" (P X 12" ANCHOR BOLT ® 48" OC 5/8" (P X 12" ANCHOR BOLT ® 48" OG P TF' OF �q �Fo\ I SHEAR PANEL -OR PER 5HEARWALL SCHEDULE . SHEAR PANEL -OR PER 5HEARWALL SCHEDULE . NOTE: -OR PER SHEARWALL SCHEDULE . -OR PER 5HEARWALL SCHEDULE . j PROVIDE A MIN. OF ONE ANCHOR SEE SHEARWALL it z PROVIDE A MIN. OF ONE ANCHOR WHEN SPECIFIED PROVIDE A MIN. OF ONE ANCHOR 1. EXTEND SLAB REBAR SHEAR PANEL PROVIDE A MIN. OF ONE ANCHOR SCHEDULE BOLT WITHIN 12 OF EA END OF SILL, SEE SHEARWALL BOLT WITHIN 12 OF EA END OF SILL, INTO FOOTING ®36" O.G. BOLT WITHIN 12 OF EA END OF SILL, SEE SHEARWALL BOLT WITHIN 12 OF EA END OF SILL, [[�� 11 cv WITH A MIN. OF TWO PER SILL. SCHEDULE WITH A MIN. OF TWO PER SILL. 2. FOR TWO POUR WITH A MIN. OF TWO PER SILL. SCHEDULE WITH A MIN. OF TWO PER SILL. 'i tY w PROVIDE A MIN. .22q INCH BY 3" BY PROVIDE A MIN. .22q INCH BY 3" BY FOUNDATION PROVIDE PROVIDE A MIN. .22q INCH BY 3" BY PROVIDE A MIN. .22q INCH BY 3" BY E06E NAIL Q o 3" STEEL PLATE WA5HER BETWEEN 3" STEEL PLATE WASHER BETWEEN ANCHOR BOLTS WHICH 3" STEEL PLATE WASHER BETWEEN 3" STEEL PLATE WASHER BETWEEN o 'i THE SILL PLATE AND NUT. THE SILL PLATE AND NUT. THE SILL PLATE AND NUT. THE SILL PLATE AND NUT. STEM WALL 2X P.T.D.F. SILL- 2X P.T.D.F. SILL- EXTEND 2" MIN. INTO FIRST POUR (FOOTING) z 2X P.T.D.F. SILL- 2X P.T.D.F. SILL- a a 1O Q > rn PER PLAN ! w -' U ii 4" CONCRETE SLAB EDGE NAIL 4" CONCRETE SLAB � 4" CONCRETE SLAB EDGE NAIL 4" CONCRETE SLAB Z ima ti J CO _ I I #3 REBAR ® 18" O.G. EACH WAY #3 REBAR @ lb" O.G. EACH WAY #3 REBAR ® 18" O.G. EAGH WAY #3 REBAR ® lb" O.G. EACH WAY '' z p dJ °II FINII------ 4 °-----------��----.--- -- ° ° .------- .-------. 4 jr - �. a II. w a_Lo -' m >- w II a 1. r „ I SAND .. 4 �I 11 p „ I SAND ------------ 4. 4 4 „ I SAND r- F GRADE „ 1 I SAND v ° III ° 1' IIA NOTE: NOTE 1 NOTE: I 1451 1. EXTEND SLAB REBAR I,. „ INTO FOOTING ® 36 O.G. I. 4" GLEAN CRUSHED ROCK ® I. EXTEND SLAB REBAR �� 4 I �� 4 GLEAN CRUSHED ROCK °. II I �� 4 GLEAN GRU5HED ROCK 1. EXTEND SLAB REBAR _ INTO FOOTING 0 36 O.G. =i� ° 1 4 GLEAN CRUSHED ROCK 1 2. FOR TWO POUR N 1 °. I 10 MIL VAPOR BARRIER INTO FOOTING ®36" O.G. _ ° 4 a N 1 2. FOR TWO POUR — 10 MIL VAPOR BARRIER 4 I 4 _ 10 MIL VAPOR BARRIER 2. FOR TWO POUR iv — a 4 i 10 MIL VAPOR BARRIER DATE: 11-29-16 SCALE: FOUNDATION PROVIDE — 4 I 1 FOUNDATION PROVIDE _ N I — FOUNDATION PROVIDE 11 ° ANCHOR BOLTS WHIGH ° � COMPACTED FILL .. COMPACTED FILL . ° I . COMPACTED FILL ANCHOR BOLT5 WHIGH COMPACTED FILL AS SHOWN � „ EXTEND 2 MIN. INTO FIRST POUR (FOOTING) 12 #4 REBAR GOVT. TOP AND BOTTOM ANCHOR BOLTS WHIGH 4 EXTEND 2" MIN. INTO �� 12 #4 REBAR CONT. TOP AND BOTTOM 1 � .° #4 REBAR CONT. TOP AND BOTTOM �� EXTEND 2 MIN. INTO FIRST POUR (FOOTING) ^ #4 REBAR CONT. TOP AND BOTTOM 1211-14 DRAWN: GL WITH 3" CLEAR TYPICAL FIRST POUR (FOOTING) WITH 3" GLEAR TYPICAL �� �� WITH 3" CLEAR TYPICAL WITH 3" CLEAR TYPICAL JOB - 12 20 16-6251 6" STEM WALL FOOTING DETAIL 12" X 12" DEEP CONTINUOUS FOOTING DETAIL 12" X 12" DEEP CONTINUOUS FOOTING DETAIL 12" X 12" DEEP CONTINUOUS FOOTING DETAIL SHEET 4 3 2 1 S 4 FILE: I6-6251\dwg\DETAIL5Awg FILE: I6-6251\dwg\DETAIL5.dwg 5GALE: I" = 1'-0" FILE: 16-6251\dwg\0ETAIL5.dwg 5GALE: I" = 1'-O" FILE: I6-6251\dwg\DETAIL5Awg 5GALE: I" = P -O" 5GALE: I" = P-0" OF SHEETS Ili � li'' it U) W Q U O to V) W Y W O H Z W Z O Z W V) V) W w D_ X W W 2 H H O 2 r= z z 0 W Z 0 U) W W Of Of O C W U 0 ry D_ W 0 W CL O W m O Z a U W w D_ U) H W O g D Z z cD V) W W Z W Ca W 2 H- H U Z a U) Z W U) W H _ V) Ld a_ U O V) Q W Y LL_ O F_ Z W Z O U Z w 1z V) U) w Of D_ X W W 2 H 0 z Q z 0 w z 0 (n w 0 w w rleO c W U D Df D_ W Df c IL 0 w m O z Q w w m V) EE0 OO D z Z C� W 0 J W z w LD LL] LD z Q U7 Z g REVISIONS BY I 04-11-17 GL LOAD BEARING TRJ55 DOUBLE 2X TOP PLATE 16" I6" 2X FRAMING a 16" O.G. J PROVIDE EXTRA STUD UNDER LOAD BEARING TRU55 WHEN TRUSS 15 0 OR NEAR MID SPAN OF 16" O.G. STUD WALL Add w U) 0 24 INTERIOR BEARING TRU55 DETAIL FILE: 16-6251\dwq\DETAIL5.dwg SCALE: 1" = 1'-0" UPPER DOUBLE 2X TOP PLATEBXI6 I DF NO[ RIDGE BEAM Cathy Jaicks Architect PLACE SHEET OF 3/8" 056 SIMPSON GG88PG COLUMN GAP W/ 8d a 6412 D/ STRAP 48" 6X6 DF P05T 51MP50N SPECIAL ORDER 1/4" PLATE EACH 51DE OF 9Y Hillcrest Ave Yuba City, CA WA5HER5 4 NUTS AS SHOWN 530-682-0366 1/2" GYPSUM 51MP50N 5T6236 WRAPPED AROUND ° ° LOWER 2X DOUBLE P05T W/ LEC -75 ATTACHED TO TOP 12 TOP PLATE PLATES ON EACH 51DE a °° a 4 TRUSSES 0 24" D.G. DOUBLE TOP PLATES @ 13' SHEAR WALL SIMPSON M5TI60 2X4 BLOCKING45-o� BETWEEN TRUSSES b4411 am 1/2" GYPSUM 8X8 OF NOI TRU55 MEMBERS 11 0 �� 3/8" 05B W/ 8d a - ° ° ° ° o - ° ° bX14 DF ROUGH BEAM - 06412 2X6 5TUD W/ I6d ® 12" O.G. TO P05T " j 1/2" GYPSUM °° ° ° ° ° ° ° ° HEADER WHEN APPLICABLE. IF NO 2X6 STUD ® 16' 0.0: QC� (D I6" V.. 2X FRAMING @ 16" O.G. HEADER, EXTEND 5IMP50N 5PE61AL ORDER 28" 50. 2X FRAMED COLUMN m 05B 4 GYPSUM TO FLOOR 1/4" PLATE EACH 51DE OF a. a. 4X BLOCKING TRU55 W/ MIN. 3/4"(P BOLTS, O WASHERS 8 NUTS AS SHOWN J CL PERN11T_ _- !3 UTE COUNT!' DEVELOPMENT SERVICES ® W NOTE. REVIEWED FOR W I. TRU55 15 SYMETRICAL CODE COMPLIANCE BY 1 --- U) <( SHEARWALL TRANSFER @ OFFSET GEILIN65 DETAIL SHEARWALL TRANSFER @ COVERED PATIO DETAIL GU5TOM TRUSS DETAIL 0 23 22 2I u FILE: 16-6251\dwg\DETAILS.dwg SCALE: I" = I' -O" FILE: 16-6251\dwg\DETAIL5.dwg SCALE: 1" = 1'-0" FILE: Ib-6251\dwg\DETAILS.dwg 50ALE: N.T.5. 00 N TOP PLATES AS SHOWN BELOW 4'-O" MIN. LAP I6d ®I6" O.G. MIN. 4-I6d EDGE NAIL TO EA. _ = = — — — TOP PLATE TYP. �'I— IT— CONTINUOUS TOP PLATES SIMPSON A35 EACH SPLICE A5 5PEGIFIED NOTE: PLYWOOD NAILS ARE i END STUD/POST TYP. CONT. • I I I I I I I 51DE TOP 4 BOTTOM END STUD (REPLACES TYP. EN01NF�FRS STAMP A5 SPECIFIED ON PLAN NAIL SUPPORTED PLYWOOD EDGES W/ PLYWOOD NAILS 6FULL HEIGHT OF WALL TYP. WHERE OCCURS ADJ. TRIMMERS PER STUD WALL 6" O.G. (ALSO PROVIDE ADDITIONAL PLYWOOD NAILS ® Ibd AS SPECIFIED BETWEEN SPLICES 2-I6d ADDITIONAL LAP PLATES 0 CORNERS ® EA. END EA. WALL PIER I I I I TO OPN66. TYP. DETAIL) 4 @ 3/8" FOR 2X EDGE NAIL 5PAGING WHERE NOTED ON PLANS OR DETAILS (FOR 3X OR LARGER: SPLICE ON STUD CL's DOUBLE 2X TOP PLATE PLYWOOD EDGE ( PLYWOOD TYP. -ONE _ 3-I6d TOE NAIL EACH 51DE ss/oN ` C 4� �1 ®I/2 MIN. SIMPSON A35 ON STUDS NAILING STAGGERED I I I OR BOTH SIDES S1MP�N A35 (A34 4a 2X WALL OPENING 1 I 2-I6d TYP. 4 ® 1/2" MIN. ' FIELD NAILING A5 STUD WALLS) No. 18\�2/4 ��STAGGERED) wlym2-8d TOE NAIL EACH I I SIMP50N A35 FRAMING STAGGERED ¢ I L) jai 5PEGIFIED ON PLANEDGE NAILS I I I I I I I I I I I I I I I I I 4'X8' PLYWOOD SHEETS SIDE TYP. CLIP BOTH ENDS EDGE NAILS I I USE 4'X8' PLYWOOD - HEADER/6EAM (WHERE s cm P TgTE (( I I I I I I I I MIN. TYP. (24" MIN. SHEET 4-16d BOTH ENDS i HEADER/LINTEL PER SCHEDULE I KING/TRIMMER 5TUD(5) —I �' SHEETS MIN. TYP. U.N.O. MIN. PANEL DIM. MAY BE OCCURS) OF CA1 PLYWOOD I I I I I I I I I( I I I I DIMENSION ®BOUNDARIES I 1 2X STUDS a I6" O.G. — — 2'-0" a BOUNDARIES d I( I I I I I I I I I I I I PLYWOOD 8 FRAMING GHAN6E5 W/ DOUBLE STUDS EACH SIDE OF OPENING MORE I -2X 4'-O" MAX. SHEAR PLYWOOD Ibd TOE NAIL a 16" O.G. GHANGE5 IN FRAMING EACH SIDE STAGGERED FRAMING SPLICE ® PLYWOOD EDGE NAILING THAN 4'-O" IN WIDTH 2-2X MORE THAN WALLS FOR 3X8 I PLYWOOD BLOCKING a VERTICAL (FACE NAIL ® 2X CRIPPLE) a FRAMING WHERE SPECIFIED) (TRIPLE WHERE MORE 4'-O" IN WIDTH j I Ibd ® 12" O.G. TYP. STUD/ I II BLOGKISPLICE ® PANEL EDGES TYP. P05T/CRIPPLE I I I I I I I I I I I I I I PLYWOOD THAN 8-0" IN WIDTH)TYR 2X BLOCKING U.N.D. FRAMING (2X U.N.OJ11 EDGE NAILING I I I I I( I( I I I I I I I I I I PROVIDE 5IMP50N P5GA I I I I 2-IOd TOE NAIL EA. 2X NP• PLYWOOD I I I I I EDGE NAILING TO END STUD WALL (2X U.N.O.) STUD a, G Co m �' Lo I I I I I I I I I I I I PLYWOOD CLIP 0 EACH 2-Sd TOE NAIL TYP. I =_ _-______ __ __ _--_ -- -1f USE SIMPSON A35 ® EDGE NAILIN W J QLo m a w v NOTE: I I I I I I I I I I I I I I I I I( ROOF PLYWOOD 5HEATHING SHALL J015T BAY TYP. ® ALL PLYWOOD ROOF I IT 71 I STUDS ®WALL OPENINGS I.I I.I 51MP50N HOLD DOWN COUNTER BORE POST/ SEE DETAIL CRIPPLE MIN. �r z w It o p ® BE LAID WLONG DIMENSION PERP. SHEATHING I I I I I I I I I I 4-8d TOE NAIL TYP. 2X MIN. PTDF REQUIRED s®BOLTS TYP. z w 0_0 2X PTDF SILL PLATE WASHER 3"X3„ SILL (U.N.Oa aPLATE Q TO FRAMING. SHORT 51DE SHALL I I I I I I I I I I I I I•I U.N.O. 5EE SHEAR WALLS X0.22-TYP. ® SILL NOTE: to 'TSPLICE vBOLTSJOINTS O/ FRAMING. STAGGER SHEETS EDGE NAILS ; . - I. HORIZ. PLYWO. JOI NTS AS SHOWN. I( I I I I I I I I I I I I I I I I NAIL ALL INTERMEDIATE BEARINGS W/ PLYWOOD 7" MIN. EMBEDMENT, U.N.O. STAGGERED BOLAS ° jlIN ' ll _ .'. cE 2X MIN. STUD TYP. W/ ROOF OR FLOOR �� NAILS ® 12 O.G. MIN. 5/8":P X 10" GALVANIZED SILL m P L d.. EMBEDNtNT ; * , p YWOOD EDGE NAILS FRAMING OTE: USE SIMPSON A34 BOLTS ®6'-O" O.G. MAX. (�" MIN. EMBEDMENT IN CONCRETE) b' -O" MAX., U.N.O. - 5EE SHEAR WALLS FOR REDUCED SPACING • , 5TA66ERED EACH 51DE THICK NAS REQUIRED ° - • ° DATE: CLIPS IN LIEU OF A35 PROVIDE MIN. 2 SILL BOLTS PER ,• TYP .� 51MI50N aSTB A:B 4 , JOINT SIMILAR ABOVE. ® 2X4 STUD WALLS SILL PLATE 5" MIN. 8 12" MAX. (TYPa FOR;F2l�QUIRI^DI"(BEDMENT °° , � �: 2 INCREASE SILL BOLT °SCALE:11-29-16 SHOWN I L 4 HOLD DOWN A.B.AS 1 EMBEDMENT BY CURB DRAWN: GL CONCRETE FOOTING7 2 CLEAR TYP. HEIGHT WHERE OURB5 OCCUR. JOB: 16-6251 TYPICAL PLYWOOD SHEATHING @ ROOF DETAILIa TYPIGAL WALL FRAMING DETAIL TYPIGAL PLYWOOD SHEAR.WALL DETAIL SHEET 20 I8 ss FILE: I6-6251\dwg\DETAILS.dwg SCALE: N.T.S. FILE: ib-b251\dwg\DETAIL5.dwg SCALE: N.T.5. FILE: Ib-6251\dwg\DETAIL5.dwg SCALE: N.T.S. OF SHEETS V) Ld a_ U O V) Q W Y LL_ O F_ Z W Z O U Z w 1z V) U) w Of D_ X W W 2 H 0 z Q z 0 w z 0 (n w 0 w w rleO c W U D Df D_ W Df c IL 0 w m O z Q w w m V) EE0 OO D z Z C� W 0 J W z w LD LL] LD z Q U7 Z g SEE SHEET SW2 FOR STACKED STRONG -WALL REQUIREMENTS. SSTB28 EMBED LINE Cn d ° MINIMUM SSTB ANCHOR REQUIREMENTS 1,2,a,4 WOOD STRONG- WALL MODEL SEE SHEET SW2 FOR STACKED SEE SHEET SW2 FOR STACKED SSTB28 6" SW18 STRONG -WALL REQUIREMENTS. STRONG -WALL REQUIREMENTS. 3 1/2 " MIN. S W 18x8 18 MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON FACE OF STRONG- PAB7 PAB7 2-7/8"0 85 SW24x8 WALL PANEL 931/4 SLAB OR CURB AND SIMPSON SWO FOR PRE-INSTALLED 91 SW32x8 SURROUNDING FOUNDATION 931/4 HDQ8 HOLDOWN \ 2-7/8"0 STRONG -WALL NOT SHOWN FOR CLARITY SW48x8 48 931/4 LID `�' . SWO OR PRE-INSTALLED NUT AND PRE-INSTALLED4"x6" PRE INST LLED SDS1/ d , , , �. ' ... .e.. 'de °d.e `: .`•.. . .., ANCHOR �II-' �' •. ° ..:.• :;'• .:. HDQ8 HOLDOWN° PLATEWASHER SCREWS e .. �.. . HOEDOWN ,T,'<•. 24 1051/4 31/2 :• _ _ ' .: '... e.. NUTAND ALL THREAD ROD° WITNESS HOLES FLOOR JOIST d ° ' .< A: 'e• . • PLATEWASHER COUPLER NUT VISIBLE FOR INSP. (DESIGN BY OTHER S) , ; , : 1051/4 COUPLER NUT OPENINGS OPENINGS ° e • dy • ° �' ° .eJ ° d. ..'•.' > I•• > a • e_ < " ' ALL THREAD ROD FLOOR SHEATHING 1 1/4 1 1/2" RIM JOIST CD MUDSILL ANCHORAGE. WITNLE 111 SW32x10 ea: .' ' aSS -• NOT SHOWN FOR CLARITY VISIBST FOR NSP. &IBLOCIKING 5 SIMPSON LTP4 : 10...•a Iffime ' °,. SW48x10 48 PER DETAIL FRAMING ANCHOR ° 3a" TYP BEARING PLATE W/ CUTOUT SUBFLOOR SW1 (DESIGN BY OTHERS) z z_ U U 1 W S z W SCREWS 1/2" TO ACCEPT �„ (2) 3.5x6.5x3/8 411 MIN' ALL THREAD ROD d BLOCKING, SAME SIZE &MATERIAL SW32x12x6 32 .. BEARING PLATES COUPLER NUT a °' < ' AS RIM JOIST, STITCH NAILED TO 2 W z W W 2 W S =WALL LENGTH MINUS 7 3" a • '° • • '. ';I h�:.: ': :. 5/8 "DIAMETER ' e (3) 2x4 SQUASH b I SILL PLATE AND ANCHORAGE RIM JOIST W/ 3 ROWS OF ° •.: 51/2 SEE TABLE BELOW FOR DIMENSIONS . 4 ' a ,, '.:.: ':..'. = ANCHOR BOLT STRONG -WALL POST �� e e ,, ' ''• - :.a ' '.' % a.: BLOCKS (MIN.) OR WITNESS HOLES •�. ' •� `•'.. DESIGN BY OTHERS ^! 10d x 2 1/2 LONG AT 3" O.C. ( ) HORIZONTAL W W 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, (STUD SHOE NOT SHOWN • ' :.: :. ; : •::...." .- • ' SOLID BLOCKING • < " VISIBLE FOR INSP. '' + FORCE IS LESS THAN THE ALLOWABLE SEE SHEET SW2 FOR STACKED FOUNDATION PLAN VIEW FOR CLARITY) 4 1/2" LENGTH MIN. BLOCK STOPS HERE CONCRETE STEM WALL �� H = 13 MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10" (DESIGN BY OTHERS) H = 19 z" MAXIMUM WITH PAB7v'6 ANCHOR BOLT WHEN de = 10" ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE ALLOWABLE SSTB LOAD SHOWN IN SHOWN IN ICC -ES ESR -2611. STRONG -WALL REQUIREMENTS. SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION THE STRONG -WALL" SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY 12" z ICC -ES ESR -2611. STANDARD WALL SILL 3 RAISED FLOOR WALL SILL 4 RAISED FLOOR WALL SECTION 5 7 L SHALL BROUGHT THE ATTENTION OF THE PROJECT ARCHITECT, U 3. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND 7/8" DIAMETER � ANCHOR ROD PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR T O IN M c� 1 ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT BY OTHERS. THE REGISTERED ) MAY SPECIFY ALTERNATE CRIPPLE SHEAR WALL, ROOF FRAMING BLOCKING AND STRAP (BY OTHERS) 4x SHIM BLOCK DESIGN PROFESSINAL EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. 3 SEE ICC -ES ESR -2611 FOR ADDITIONAL SSTB ,•' 5/8" DIA. MUDSILL A.B. SSTB28 OR STANDARD BY OTHERS PAB7 - -WALL RAISED FLOOR A35 FRAMING ANCHOR. STRONG -WALL 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL Lo - (DESIGN BY OTHERS) LTP4 SPACING = DBL. TOP PLATES BY OTHERS ATTACH SDS SCREWS • • ..°d ° �. .. d . `• • - • . ATTACH SDS SCREWS TO BLOCKING a> -_ 7/8" SHIM 7 TO SHIM BLOCK .• •.a. J = SEE DET. SW1 FOR ° . , .� % OTHER SHIM CONDITIONS ADJACENT ADJACENT FRAMING • = ° - FRAMING BY OTHERS NUT BY OTHERS U 2 - NOTES: STRONG -WALL TOP PLATES 4 X SHIM BLOCK M 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME MINIMUM RAKE WALL CRIPPLE WALL 1 1 PLATE WASHER 2 W 2 W �� f c-2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 ANCHOR RODS r OAND _ NO SUPPLEMENTARY REINFORCEMENT. HIGH STRENGTH ANCHORAGE SD51/4"x6" SCREWS W DESIGN BY OTHERS WHEN REQUIRED. ENGINEER OF RECORD SHALL DESIGN FOR: ENGINEER OF RECORD SHALL DESIGN FOR: NUT 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4. 1. SHEAR TRANSFER 1. SHEAR TRANSFER INTERIOR FOUNDATION PAB7 ANCHOR BOLT 3. WIND INCLUDES SEISMIC DESIGN CATEGORY AAND B. ONLY. FOUNDATION DESIGN 2. OUT OF PLANE LOADING EFFECT 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. 2. OUT OF PLANE LOADING EFFECT 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. 4. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL NOTES: MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. 1. SEE 2-SW1 FOR DIMENSIONS AND ADDITIONAL NOTES. 5. FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC -ES ESR -2611. TOP PLATE CONNECTION 6 SHIM BLOCK ON STD. & RF WALLS 7 CRIPPLE WALL ON STD & RF WALLS 8 ANCHORAGE - TYPICAL SECTIONS 1 ANCHORAGE SCHEDULE 2 SEE SHEET SW2 FOR STACKED STRONG -WALL REQUIREMENTS. SSTB28 EMBED LINE Cn d ° MINIMUM SSTB ANCHOR REQUIREMENTS 1,2,a,4 WOOD STRONG- WALL MODEL SLAB ON GRADE - SLAB EDGE (CORNER AND MIDWALL) SW16 SSTB28 SW22 SW18 SW24 SW32 SW48 5/8" DIA. NOTE: SSTB28 MUDSILL A.B. SSTB28 OR ALL NECESSARY HARDWARE, SWAB7/8 FOR PANEL INSTALLATION, IS 1, STRONG -WALL® SHEARWALL IS MANUFACTURED AND TRADEMARKED BY EMBED LINE ° SSTB28 OR ® REFER TO THE CURRENT SIMPSON PRE -ATTACHED OR PROVIDED. "SIMPSON STRONG -TIE COMPANY INC.", CORNER MIDWALL ENDWALL SWAB7/8 C -SW CATALOG FOR TEMPLATE EXCEPT FOR TEMPLATE AND HOME OFFICE: 5956 W. LAS POSITAS BOULEVARD, PLEASANTON, CA 94588 d SELECTION CHART. �- ANCHOR BOLTS. TEL: (800) 999-5099, FAX: (925) 875-0826 8" a _ X "SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001 REGISTERED • a MIN. \ . TOP OF � < COMPANY. a CONCRETE _ • #4 REBAR $ ' 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE a' - c 3"-5" FROM a TO THESE DRAWINGS AND THE STRONG -WALL INSTALLATION GUIDE. �4 ° ° NOTES: A a ' / 4 'o - °� TOP WHEN11 STANDARD STRONG -WALL MODELS MODEL SET UP W (IN) H (IN) T (IN) SEE SHEET T HOLDOWN ANCHOR BOLTS ASSEMBLED WALL WEIGHT (Ibs) S W 18x8 18 MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON 31/2 �� REQUIRED 2-7/8"0 85 SW24x8 24 931/4 31/2 SWO FOR 2-7/8"0 91 SW32x8 32 931/4 a 1. TABLE APPLIES TO SINGLE STORY WOOD \ 2-7/8"0 116 SW48x8 48 931/4 31/2 SWO OR 2-7/8"0 149 SW18x9 18 THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE STRONG -WALL APPLICATIONS (STANDARD AND ° (� °.. :.�� a �J 2-7/8"0 94 SW24x9 24 1051/4 31/2 ALLOWABLE ALLOWABLE 2-7/8"0 101 SW32x9 32 MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. a, RAISED FLOOR) ON CONCRETE FOUNDATIONS. FOUNDATION a a° °. - (DESIGN BY OTHERS) a ° 2-7/8"0 128 SW48x9 48 1051/4 31/2 OPENINGS OPENINGS 2-7/8"0 165 SW24x10 24 THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED TWO-STORY STACKED APPLICATIONS MAY 2-5/8"0 2-7/8"0 111 SW32x10 32 W 31/2 2-5/8"0 2-7/8"0 134 SW48x10 48 INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE °a� ° REQUIRE HIGH-STRENGTH ANCHORS (DESIGNED NOTES: SWT EXTERIOR TEMPLATE _ SW24x12x6 24 1411/4 51/2 2-5/8"0 2-7/8"0 187 SW32x12x6 32 DESIGNER. REFER TO ICC -ES ESR -1267 FOR FURTHER INFORMATION. BY OTHERS). 2. ADDITIONAL APPLICATIONS MAY USE THE SSTB l 1. SSTB MAY BE USED WHERE THE DEMAND UPLIFT SSTB LOAD FOR 2x FORM BOARDS ( ) 201 SW48x12x6 48 1411/4 51/2 3-5/8"0 2-7/8"0 256 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ° � WHERE THE DEMAND UPLIFT FORCE IS LESS THAN FORCE IS LESS THAN THE ALLOWABLE SEE SHEET SW2 FOR STACKED ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE ALLOWABLE SSTB LOAD SHOWN IN SHOWN IN ICC -ES ESR -2611. STRONG -WALL REQUIREMENTS. THE STRONG -WALL" SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY 12" z ICC -ES ESR -2611. 2, FOUNDATION DIMENSIONS ARE FOR ANCHORAGE SHALL BROUGHT THE ATTENTION OF THE PROJECT ARCHITECT, U 3. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND � PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR T O IN M c� 1 ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT BY OTHERS. THE REGISTERED ) MAY SPECIFY ALTERNATE TO CONSTRUCTION. REINFORCEMENT) BY OTHERS. THE REGISTERED MIN. DESIGN PROFESSINAL MAY SPECIFY ALTERNATE DESIGN PROFESSINAL EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. 3 SEE ICC -ES ESR -2611 FOR ADDITIONAL SSTB ,•' 5/8" DIA. MUDSILL A.B. SSTB28 OR STANDARD STRONG -WALL RAISED FLOOR STRONG -WALL 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL FOUNDATION EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. (DESIGN BY OTHERS) 4. SEE ICC -ES ESR -2611 FOR ADDITIONAL SSTB INFORMATION. SSTB28 OR SWAB7/8 • SWAB7/8 INFORMATION. 4J SSTB ANCHORAGE (SLAB ON GRADE) 9 SSTB ANCHORAGE (CONC. STEM WALL) 10 0 N TOP OF CONCRETE SWTI INTERIOR TEMPLATE 2ND FLOOR RF (FOR 2x4 ABOVE CONCRETE) 6 STRONG -WALL 6 SW1 SW1 - - 5/8" DIA. MUDSILL A.B. SSTB28 R SSTB28 OR SWAB7/8 151 b 8 RAISED FLOOR STANDARD STRONG -WALL STRONG -WALL 1ST FLOOR RIF a- 3 STRONG -WALL SW1 4 SWTPF TEMPLATE sw1 I 1ST FLOOR STD. (FOR PLYWOOD PANEL FORMS) STRONG -WALL TOP OF CONCRETE A. d a.. • - SLAB ON GRADE SLAB ON GRADE a a . SEE SHEET SW2 FOR STACKED WOOD FLOORSTRONG-WALL ANCHOR BOLT SEE SHEET SW2 FOR STACKED WOOD FLOOR REQUIREMENTS. RAISED FLOOR STRONG -WALL MODELS MODEL SET UP STANDARD STRONG -WALL MODELS NUMBER OF H (IN) T (IN) FASTENERS IN BOTTOM OF WALL MODEL SET UP W (IN) H (IN) T (IN) NUMBER OF MUDSILL ANCHORS HOLDOWN ANCHOR BOLTS ASSEMBLED WALL WEIGHT (Ibs) S W 18x8 18 931/4 31/2 2-5/8"0 2-7/8"0 85 SW24x8 24 931/4 31/2 2-5/8"0 2-7/8"0 91 SW32x8 32 931/4 3 1 /2 2-5/8"0 2-7/8"0 116 SW48x8 48 931/4 31/2 3-5/8"0 2-7/8"0 149 SW18x9 18 1051/4 31/2 2-5/8"0 2-7/8"0 94 SW24x9 24 1051/4 31/2 2-5/8"0 2-7/8"0 101 SW32x9 32 1051/4 31/2 2-5/8"0 2-7/8"0 128 SW48x9 48 1051/4 31/2 3-5/8"0 2-7/8"0 165 SW24x10 24 1171/4 31/2 2-5/8"0 2-7/8"0 111 SW32x10 32 1171/4 31/2 2-5/8"0 2-7/8"0 134 SW48x10 48 1171/4 31/2 3-5/8"0 2-7/8"0 171 SW24x12x6 24 1411/4 51/2 2-5/8"0 2-7/8"0 187 SW32x12x6 32 1411/4 51/2 2-5/8"0 2-7/8"0 201 SW48x12x6 48 1411/4 51/2 3-5/8"0 2-7/8"0 256 RAISED FLOOR STRONG -WALL MODELS MODEL SET UP W (IN) NUMBER OF H (IN) T (IN) FASTENERS IN BOTTOM OF WALL NUMBER OF FASTENERS IN TOP OF WALL HOLDOWN ANCHOR BOLTS MAX. WALL WEIGHT (Ibs) SW18x8-RF 18 931/4 31/2 13 -SDS 1/4x6 9 -SDS 1/4x6 2-7/8"0 85 SW24x8-RF 24 931/4 31/2 16 -SDS 1/4x6 12 -SDS 1/4x6 2-7/8"0 91 SW32x8-RF 32 931/4 31/2 20 -SDS 1/4x6 16 -SDS 1/4x6 2-7/8"0 116 SW48x8-RF 48 931/4 31/2 28 -SDS 1/4x6 24 -SDS 1/4x6 2-7/81.'0 149 SW18x9-RF 18 1051/4 31/2 13 -SDS 1/4x6 9 -SDS 1/4x6 2-7/8"0 94 SW24x9-RF 24 1 1051/4 31/2 16 -SDS 1/4x6 12 -SDS 1/4x6 2-7/8"0 101 SW32x9-RF 32 1051/4 31/2 20 -SDS 1/4x6 16 -SDS 1/4x6 2-7/8"0 128 SW48x9-RF 48 1051/4 31/2 28 -SDS 1/4x6 24 -SDS 1/4x6 2-7/8"0 165 SW24x10-RF 24 1171/4 31/2 16 -SDS 1/4x6 12 -SDS 1/4x6 2-7/8"0 111 SW32x10-RF 32 1171/4 1 31/2 20 -SDS 1/4x6 I 16 -SDS 1/4x6 2-7/8"0 134 SW48x10-RF 48 117 1/4 3 1/2 28 -SDS 1/4x6 24 -SDS 1/4x6 2-7/8"0 171 IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING OFFICIAL. 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. 8. SIMPSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 9. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE PFRNN4ET JTZ Ct791NT DEVELOPMENT Sr-RViCES 4dj 1./ED F01-1 ;ODS G0p_jA,N EY �------- DrIE STRONG -WALL REQUIREMENTS. SINGLE STORY STRONG -WALL 11 STACKED STRONG -WALL® 12 STRONG -WALL TEMPLATES 13 WALL SPECIFICATIONS 14 NOTES 15 I I' i hili � li I @ NAME DATE 7-11-2013 SCALE N.T.S. CHECKED SHEET swl OF SHEETS JOB N0. 16-6251 W 0) o W Z o a zU) 0 � O 5 olw z O .0 z o r 6m P4 04 CJ C12 Lu cW� m'� w � Z 0, O No �� u� U rn Z LL- g a) O o LLJ�o 00 1c O O O O O z N 92 0 0 I @ NAME DATE 7-11-2013 SCALE N.T.S. CHECKED SHEET swl OF SHEETS JOB N0. 16-6251 Lo 0) U U � N z o or, r 6m O Lo � N rn CJ -� Lu � X , O m'� �o Z 0, O No �� u� U rn Z LL- g a) O o LLJ�o 00 O 0 C @ 9 92 VJ I @ NAME DATE 7-11-2013 SCALE N.T.S. CHECKED SHEET swl OF SHEETS JOB N0. 16-6251 NOTE: 1" MAXIMUM DIAMETER HOLE IN FRAMING 1" MAXIMUM DIAMETER HOLE IN FRAMING THREE 1" DIAMETER HOLES MEMBERS. ONLY ONE HOLE PER MEMBER. MEMBERS. ONLY ONE HOLE PER MEMBER. PREDRILLED IN TOP PLATES NO ADDITIONAL HOLES ALLOWED. d CL U NOTE: w w POST STIFFENING STRAP EXTENDS 37" ABOVE THE HOLDOWN. O__ O— - - A 1" DIA. HOLE IS PRE -DRILLED IN SHEATHING THE STRAP 21" ABOVE THE HOLDOWN. WU' f lW' TYP LOCATION OF HOLE TYP LOCATION OF HOLE _ 1" (MAX) DIA. HOLE THROUGH CENTERLINE OF MIME= 777 POST AT 21"ABOVE THE HOEDOWN OR r." AT CROSSHATCHED AREA 37" ABOVE �THE HOLDOWN. -------------------- .=` (TYPICAL EACH POST) I � I I I I I . I I I � I 7/8" (MAX) DIA. HOLE + + ONLY ONE HOLE IN �. SHEATHING ONE CUT OUT IN THE OSB/PLYWD. UP TO 4" (MAX) SQUARE MAY BE I I I LOCATED WITHIN THIS ZONE 1" (MAX) DIA. HOLE THROUGH CENTERLINE r�i OF POST. ONLY 1 HOLE PER POST IN CROSS HATCHED AREA I (TYPICAL EACH POST) (1) - 1" (MAX) DIA. HOLE THROUGH N CENTERLINE OF BLOCKING (1) - 1" (MAX) DIAMETER HOLE THROUGH I I I CENTERLINE OF BLOCKING iv I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I 1" (MAX) DIAMETER HOLE THROUGH CENTERLINE OF POST AT 12" ABOVE THE BASE (TYPICAL EACH POST). I I I I I I I I I I i 16" & 22" PORTAL WALL 1 18" & 24" STANDARD OR RF WALL 2 3 1" MAXIMUM DIAMETER HOLE IN FRAMING 1" MAXIMUM DIAMETER HOLE IN FRAMING MEMBERS. ONLY ONE HOLE PER MEMBER. MEMBERS. ONLY ONE HOLE PER MEMBER. o a 0-- 0— NOTE: NOTE: 0 THREE 1" DIAMETER HOLES C1 THREE 1" DIAMETER HOLES w PREDRILLED IN TOP PLATES w PREDRILLED IN TOP PLATES TYP LOCATION OF HOLE NO ADDITIONAL HOLES ALLOWED. TYP LOCATION OF HOLE NO ADDITIONAL HOLES ALLOWED. 1. STRONG -WALL® SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY INC.", NOTE: "' " "' NOTE: HOME OFFICE: 5956 W. LAS POSITAS BOULEVARD, PLEASANTON, CA. 94588 POST STIFFENING STRAP EXTENDS POST STIFFENING STRAP EXTENDS TEL: (800) 999-5099, FAX: (925) 875-0826 37" ABOVE THE HOLDOWN. 37, ABOVE THE HOLDOWN. "SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001 REGISTERED A 1" DIA. HOLE IS PRE -DRILLED IN - ---_-------------- I THE STRAP 21"ABOVE THE HOEDOWN. A 1" DIA. HOLE IS PRE -DRILLED IN COMPANY. THE STRAP 21" ABOVE THE HOLDOWN. 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE 1" (MAX) DIA. HOLE THROUGH CENTERLINE OF 1" (MAX) DIA. HOLE THROUGH CENTERLINE OF TO THESE DRAWINGS AND THE STRONG -WALL® INSTALLATION GUIDE. POST AT 21" ABOVE THE HOLDOWN ORT" POST AT 21"ABOVE THE HOEDOWN OR MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED 4� 4" �`AT CROSSHATCHED AREA 37" ABOVE 4" 4" 4" >'4" AT CROSSHATCHED AREA 37" ABOVE SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON THE HOEDOWN. THE HOEDOWN. THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE (TYPICAL EACH POST) (TYPICAL EACH POST) MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. THE INSTALLATION FORMANCE OF SUCH D IFIED ODUCTS OR D PROCEEDUR SIS THE RESPONSIBILITY OF THE DESIGNER. REFER TO ICC -ES ESR -1267 FOR FURTHER INFORMATION. I I I I I I 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG -WALL® SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. � ONE CUT OUT IN THE OSB/PLYWD. ONE CUT OUT IN THE OSB/PLYWD. 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL UP TO 4" (MAX) SQUARE MAY BE UP TO 4" (MAX) SQUARE MAY BE IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE LOCATED WITHIN ONE OF THESE ti LOCATED WITHIN ONE OF THESE M PROJECT DRAWINGS. ZONES `y' ZONES 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL _ BUILDING OFFICIAL. N N " 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE (1) - 1(MAX) DIAMETER ZNIJ' HOLE THROUGH CENTERLINE (1) - 1" (MAX) DIAMETER LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN OF BLOCKING HOLE THROUGH CENTERLINE --"--,,,,REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. OF BLOCKING VIA -----I- --------- ---- 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM __-- __-- ___ --_ OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. I I I I i i 8. SIMPSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR I I SUCH CHANGES. 1" (MAX) DIAMETER HOLE THROUGH 1" (MAX) DIAMETER HOLE THROUGH CENTERLINE OF POST AT 12" ABOVE 9. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. INTERIOR STUDS MAY HAVE /� INTERIOR STUDS MAY HAVE CENTERLINE OF POST AT 12" ABOVE (1) - 1" (MAX) DIA. HOLE THE BASE (TYPICAL EACH POST). THE BASE (TYPICAL EACH POST). PLACED IN ANY POSITION i � �" li (1)- 1" (MAX) DIA. HOLE I AT THE CENTERLINE I STUD PLACED IN ANY POSITION _ , PERM!T - AT THE CENTERLINE OF STUD d r::-5�4,ITTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR _ CODE CCE NEy - I Wk 1 _— 32" STANDARD OR RF WALL 4 48" STANDARD OR RF WALL 5 NOTES 6 r � 5 W z a Z w U) CID co ul w w �D U o c\l E a o 0 0 z I 1�j m w It rn U � U N Z z o f z `o L4 � 00 O aN U oX m m i �ol OO w oc U n- m Cf.) � N rn z`� O g1 VO w °° O in cn =to ra €w s NAME DATE 7-11-2013 SCALE N.T.S. CHECKED SHEET wsiffo OF SHEETS JOB NO. 16-6251