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HomeMy WebLinkAboutB16-1183 047-320-016NOT LESS THAN 1 /2-INGH GYPSUM BOARD OR EQUIVALENT APPLIED •i O THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. N T ¢FADS b RI_5ER5: STA R3�7.5 DIMENSION REFERENCE SURFACES: FOR THE PURPOSE OF THIS SECTION, ALL DIMENSIONS ARE EXCLUSIVE CARPETS, RUGS OR RUNNERS. NOTES: Q 5TFAIRS_.HA�NDR_-A�ILS $- GUAARD5: _PLUMBING 1.) EACH PLUMBING FIXTURE 4 FITTING SHALL MEET REDUGED FLOW mummA w9woffiffig= STAIR WIDTH: 5TAIRWAYS SHALL HAVE A WIC'TH OF NOT LESS THAN 36 INCHES. SPIRAL HAVE WALLS, UNDER -STAIR SURFACE 4 ANY SOFFITS PROTECTED ON THE ENCLOSED RATES 5PEGIFIED IN TABLE 4.303.2. N 5TAIRWAY5 AS PROVIDED FOR IN R3 1 1.1.1 2.) WHEN SINGLE 5HOWER FIXTURES ARE SERVED BY MORE THAN ONE FIRE-RESISTAANT_GONSTRUGTION; STAIRH_EADROOM: STAIRWAY5 SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 3.) FIREBLOGKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKIN6 SHALL 13E PROVIDED SHO4ERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATES N INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. TO OUT OFF ALL CONGEALED DRAFT OFENING5 (BOTH VERTICAL 4 HORIZONTAL) 4 TO 1 114 INCHES SHALL BE PROVIDED ON 5TAIRWAYS WITH SOLID RISERS WHERE THE 1.) THE GARAGE AND/OR CARPORT SHALL BE SEPARATED AS REQUIRED BY TABLE SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY' TO THE POINT WHERE THE FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, b B'=TWEEN A TOP STORY d THE SPECIFIED IN THE 20 PERCENT REDUCTION COLUMN CONTAINED IN R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5.1 PENIN6.3. LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. ROOF SPACE. TABLE 4.303.2 OR THE SHOWER SHALL BE DESIGNED TO ONLY THROUGH RGARAGE THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY d FIREBLOGKING SHALL BE PROVIDED IN WOOD_FRAM�CONSTRUCTION IN THE FOLLOWING ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. HROU H ANp/OR CARPORT SEPARATION_ LANDING. R3 1 1."1.2 LOGATION5R302.1 1 : EXGEPTION: THE MAXIMUM FLOW RATE FOR SHOWERHEAD5 WHEN A. FROM THE RESIDENCE 4 ATTICS: NOT LE55 THAN 112 -INCH GYPSUM BOARD OR STAIR WALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE CONGEALED SPACES OF STUD WALLS 4 PARTITIONS, INCLUDING FURRED SPACES 4 A. D USING THE CALCULATION METHOD 5PEGIFIED IN SECTION 4.303.1, EQUIVALENT APPLIED TO THE GARAGE EIDE. DIRECTION OF TRAVEL THROUGH THE TURN 4 LOCATED 12 INCHES FROM THE SIDE WHcRE F STAGGERED STUDS, AS FOLLOWS: PARALLEL ROWS OF STUDS P A ITEM 2, IS 2.5 GPM @ 80 PSI. B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LESS THAN AL V THE WINDERS ARE NARROWER. THE 1 2-INGH DIMENSION SHALL BE MEASURED FROM THE 3.) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND SROM TYPE X GYPSUM BOARD EQUIVALENT. INGH TYPE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF 2) HORIZONTALLY INTERVALS NOT EXCEEDING 1 O F:iET. FITTINGS (FAUCETS AND SHOWERHEADS) SHALL MEET THE SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION G. STR E( r- WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR ICA B. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL d HORIZONTAL STANDARDS REFERENGED IN TABLE 4.303.3. THAN 1 /2-INGH GYPSUM BOARD OR EQUAL. REQUIRED TH15 SECTION: NOT LE 1 WIDTH OF THE ADJACENT WINDERS SHALL BE USED. R31 1.1.4 4.) A 4" DRAIN IS REQUIRED FOR BUILDINGS PROVIDING MORE THAN D GARAGES LOCATED LESS THAN 3 FEET FROM DWELLING UNIT ON THE SAME LOT: IR TREADS d RISERS SHALL COMPLY WITH SECTION R3 1 1 7 5 G. CONGEALED SPACEC BETWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE THREE WATER CLOSETS PER 20 1 3 GPC TABLE 1-5 FOOTNOTE 4. NOT LESS THAN 1 /2-INGH GYPSUM BOARD OR EQUIVALENT APPLIED •i O THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. N T ¢FADS b RI_5ER5: STA R3�7.5 DIMENSION REFERENCE SURFACES: FOR THE PURPOSE OF THIS SECTION, ALL DIMENSIONS ARE EXCLUSIVE CARPETS, RUGS OR RUNNERS. ; °' � L IN Q B. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, 2.) UNDER -STAIR PROTECTION: ENCLOSED AGGES5IBLE SPACE UNDER STAIRS SHALL RISER HEIGHT b TREAD DEPTH: THE MAXIMUM RISER HEIGHT SHALL BE 7 R3 T 0 EGRESS: TREAD d BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN HAVE WALLS, UNDER -STAIR SURFACE 4 ANY SOFFITS PROTECTED ON THE ENCLOSED I1. NCHE ; T BE 1 O INCHES: THE MINIMUM WINDER 3/4 INCHES; THE MINIMUM TREAD DEPTH N 1.) AT LEAST ONE EGRESS DOOR SHALL, BE PROVIDED. R3 1 1 THE EGRESS DOOR DIAMETER. SIDE WITH 1/2 -INCH GYPSUM BOARD. R302.7 E 1 0 TREAD DEPTH AT THE WALKLINE SHALL BE 1 O INCHES; 4 THE MINIMUM WINDER TREAD Y .A- %_ O 3.) FIREBLOGKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKIN6 SHALL 13E PROVIDED DEPTH SHALL BE 6 INCHES. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN N I TO OUT OFF ALL CONGEALED DRAFT OFENING5 (BOTH VERTICAL 4 HORIZONTAL) 4 TO 1 114 INCHES SHALL BE PROVIDED ON 5TAIRWAYS WITH SOLID RISERS WHERE THE COMPLIANCE ;p FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, b B'=TWEEN A TOP STORY d THE TREAD DEPTH 15 LESS THAN 1 1 INGHE5. v BE LESS THAN 18 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO LOCATED MORE THAN 72 INCHES ABOVE THE FII IISHED GRADE OR 5URFAGE BELOW, THE ROOF SPACE. 1 1 7 STAIR TREADS d RISERS SHALL E UNIFORM SIZE d SHAPE. THE Q THE BOTTOM OF THE STOP. LOWEST PART OF THE CLEAR OPENING OF THE rIINDOW SHALL BE A MINIMUM OF 24 INCHES FIREBLOGKING SHALL BE PROVIDED IN WOOD_FRAM�CONSTRUCTION IN THE FOLLOWING TOLERANNCC E BETWEEN THE LARGEST b SMALLLESTT RISER HEIGHT OR BETWEEN THE TO O N 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. ABOVE THE FINISHED FLOOR OF THE ROOM IN WHIGH THE WINDOW I5 LOCATED. LOGATION5R302.1 1 : LARGEST d SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH IN ANY FLIGHT OF V_ THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR 5ERVED. EVERY OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW CONGEALED SPACES OF STUD WALLS 4 PARTITIONS, INCLUDING FURRED SPACES 4 A. D STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF N SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE PASSAGE OF A 4-INGH-DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN F STAGGERED STUDS, AS FOLLOWS: PARALLEL ROWS OF STUDS P A STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. v DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE 24 INCHES OF THE FINISHED FLOOR. R3 12-2.1 I THE CEILING d FLOOR LEVELS. VERTICALLY 'r R3 1 1.77, .5 N05IN65: THE R,1,DIU5 OF CURVATURE AT THE NOSING SHALL BE NO O0_v NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). C LEC7AcL REQUIREMI-NTS:_ 2) HORIZONTALLY INTERVALS NOT EXCEEDING 1 O F:iET. GREATER THAN 9/ 1 6 INGH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1 ® 3.) STAIRWAYS SHALL NOT BE LE55 THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ICA B. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL d HORIZONTAL 114 INCHES SHALL BE PROVIDED ON 5TAIRWAYS WSOLID RISERS. SOLRISERS. THE GREATEST 't Lu Uy, ABOVE THE PERMITTED HANDRAIL HEIGHT 4 BELOW THE REQUIRED HEADROOM 1,) PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS 4 C CEILINGS. NOSING PROJEGTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE 1405E BOBS: N HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF WORK 15 COMPLETED d A FINAL INSPECTION HAS BEEN MADE. R 1 05.7 ELECTRICAL 5ERVIGE: G. CONGEALED SPACEC BETWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF INSTALL NON- O THE 5TAIRWAY d THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT d BELOW THE 2,) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION HANDRAIL HEIGHT, INCLUDING TREADS 4 LAIIDINGS, SHALL NOT BE LESS THAN 3 1 1/2 CERTIFICATE 15 REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE PROVIDE SWEEP FOR FUTURE POOL. RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. FLOORS 4 LANDINGS. BEVELING OF NOSINGS SHALL NOT EXCEED 1 /2 INCH. REMOVABLE N INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE 4 21 INCHES WHERE HANDRAIL5 PROGEEDING WITH CONSTRUCTION ABOVE. R 106.1.3. D. AT OPENIN65 AROUND VENTS, PIPES, DUCTS, GABLES 4 WIRES AT GEILING 4 FLOOR EXG€PTION: BAGIr.FLOW PREY'ENTION ARE PROVIDED ON BOTH SIDES.FOUNDAcTIONS_ DRAtINAtGEE _- LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME 4 A NOSING 15 NOT REQUIRED WHERE THE TREAD DEPTH 15 A MINIMUM OF 1 1 INCHES. HB DEVICE5. GPC 605 _ PRODUCTS OF GOMBUS'i ION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL STAIRWA LLANDINGS: THERE SHALL BE A FLOOR OR LANDING AT THE TOP d BOTTOM OF NOT BE REQUIRED TO MEET THE ASTM E 1 36 REQUIREMENTS. EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL E. FOR THE FIREBLOGKING OF CHIMNEYS d FIREPLACES, SEE SECTION R 1 003.1 9. SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER LIGHT, VENTILAtTIION_ $ HEAtTING THAN 5QUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LIGHT b VENTILATION R303_ LINE d THE TOTAL AREA IS NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS N 1.) ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE55EQUAL TO'rHE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, I THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES. 't SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR FLIGHT OF STAIRS, INGLUDING STAIRS IN AN ZNCL05ED GARAGE, PROVIDED A DOOR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE DOES NOT SWING OVER THE STAIRS. R31 1.7.6. MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR HANDRAILS: STAIRWAYS WITHIN DWELLING UNITS d SPIRAL 5TAIRWAYS ARE PERMITTED TO AREA BEING VENTILATED. HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF 2.) ADJOINING ROOMS: FOR THE PURPOSE OF DETERMINING LIGHT 4 VENTILATION STAIRS WITH LESS THAN FOUR R15ERS DOES NOT REQUIRE HANDRAIL5. R3 1 1.1.8. REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL Is OPEN 4 SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES 4 NOT MORE UNOBSTRUGTED 4 PROVIDES AN OPENING OF NOT LE55 THAN ONE-TENTH OF THE THAN 38 INCHES. R3 1 1.7.8.1. FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. R303.2 GRA5PA5ILITY; HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE 3.) BATHROOMS: BATHROOMS, WATER CLOSET COMPARTMENTS 4 OTHER similar DIAMETER OF AT LEAST 1 1 /4 INCHES 4 NOT SREATER THAN 2 INCHES. IF THE HANDRAIL ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES 4 NOT LESS THAN 3 SQUARE FEET, ONE-HALF OF WHIGH MUST BE Of -ENABLE. GREATER THAN 6 1/4 INCHES WITH A MAXIMUM CRO55-5ECTION DIMENSION OF 21/4 A( EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT 4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES CONTINUITY:_ HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH R SHOVyE _..VA VE L_ _ NOOSE: SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 CUBIC FEET PER MINUTE OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY PROVIDE INDIVIDUAL CONTINUOUS VENTILATION IN ACCORDANCE WITH THE GALIFORNIA MECHANICAL ABOVE THE LOWEST RISER. HANDRAIL END5 SHALL BE RETURNED OR SHALL. CONTROL CODE, CHAPTER 4. TERMINATE IN NEWEL P05TS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL THERMOSTATIC MIXING HEATING- SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE WALL 4 THE VALVES, PRESSURE 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF HANDRAILS.. R3 11.1.5.2 BALANCE OR " (14 MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68'F AT A POINT 3 FEET ABOVE THE EXCEPTIONS: COMBINATION VALVE FLOOR 4 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOM5. R303.9 A. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TYPE. GPG 408.3 ;t GEILINGHElOHT5 _ TURN. B. THE USE OF A VOLUTE, TURNOUT, 5TAKTING EASING OR 5TARTING NEWEL IS ALLOWED HABITABL.E_SPAGE; OVER THE LOWEST TREAD. WATER_SOFTNER: HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS 4 PORTIONS OF BASEMENTS ADWHERE HERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING G1R PROVIDE 3/4" SUPPLY FOR WATER SOFTNER. CONTAINING THESE SPACES SHALL HAVE A GEILING HEIGHT OF NOT LESS THAN 7 FEET. SURFACES, STAIRS, RAMPS d LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES R305 MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 HVAC GOND. UNIT_ EXCEPTIONS: INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN SEE ELECTRICAL 1. J FOR ROOMS WITH SLOPED GEILINGS, AT LEAST 50 PERCENT OF THE REQUIRED STRENGTH b ATTACHMENT IN WITH SECTION R3 1 2. NOTE 32 4 FLOOR AREA OF THE ROOM MUST HAVE A GEILING HEIGHT OF AT LEAST 7 FEET 4 NO THAN S SHALL BE NOT LE55 THAN 42 INCHES HIGH, MEASURED HEIGHT: REQUIRED GUARDS SHALL ENVIRONMENTAL I 't O PORTION OF TD HE REQUIREFLOOR AREA MAY HAVE A CEILING HEIGH- OF LESS VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATINS OR 7. QUALITY NOTE 11 . 5 FEET 2.) BATHROOMS SHALL HAVE A MINIMUM GEILING HEIGHT OF 6 FEET 8 INCHES AT THE THE LINE GONNEGTING THE LEADING EDGES OF THE TREADS. R3 1 2.1.2. CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES A5 SHOWN IN FIGURE R307.1. EXOEPTON5: A. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 HVAC: U) THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAFABLE INGHE5 MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF 1,) DURING ROUGH IN5TALLATION OR STORAGE OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A SHOWERHEAf7 SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INCHES ABOVE A THE TREADS. B. WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES ON THE GON5TRUCTIJN SITE 4 UNTIL FINAL STARTUP OF THS HEATING 4 COOLING MINIMUM AREA 30 INCHES BY 30 INCHES AT THE SHOWERHEAD. OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LE55 THAN 34 INCHES 4 NOT EQUIPMENT, ALL DUCT AND OTHER RELATED EMERGENCY ESGAAPE 8 RESCUE: MORE THAN 38 INGHE5 MEASURED VERTICALLY FROM A LINE CONNEGTING THE AIR DISTRIBUTION COMPONENT OPENIN55 '' SLEEPING ROOMS SHALL HAVE AT LEA5T. ONE OPERABLE EMERGENCY ESS APE d RESCUE THEY SHALL HAVE A 51LL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE LEADING EDGES OF THE TREAD5. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS. OPENING. R3 10. THE FLOOR 4 SHALL HAVE A MINIMUM NET (74LEAR OPENING OF 5.1 5QUARE FEET. PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE 2.) PROVIDE CONCRETE BASE EXTENDING 3" OR MORE ABOVE GROJNI7 LEVEL. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 REQUIRED GUARD HEIGHT. R3 12. 1.3 SQUARE FEET. EXCEPTION5: T HAVE OPENINGS 5 1'-O" 25'-6" ° V D ° v 25'-6" ° D , D 1 4'-6 1 /f' v ° 1 O'-1 1 1/2" 1 V-6" D D ° v D 7'-6" D 7'-O 1 /2" 3'-O 1/2" L_ L5.- ,> -3 1 /2" 5 1 /2" °1 '-8" 1'-9"W-11" D v v D p D p D 6"x6" POST ° W/ PB5 GONG. STEPS - SEE ELEVATIONS JF-TTED_TUB5: PROVIDE SERVICE ACCESS ° PANEL FOR TUB MOTOR. p PROVIDE- A GFGI BREAKER ON p p DEXHAUST DUCTS:- A INDIVIDUAL BRANCH CIRCUIT. v v TERMINATE OUTSIDE OF THE 5HOWER VALVE NOTE: T_ D BUILDING W/ BACK -DRAFT PROVIDE INDIVIDUAL CONTROL THERMO5TA`IC MIXING VALVES p DAMPERS. PRE55URE BALANCE OR COMBINATION 1 8" RAILING - SEE EXTERIOR ELEVA7IONS L=4.0' QJ�� S�y� I L=6.0' S�S� VALVE TYPE. GPG 408.3 IPOST 6"X6" / Z 10 a 4* e a SAFETY GLASS SAFETY GLASS I W/ PB5 4 00 D D HB s 5068 D I6 30505H 2O20AW OAF LITE ' QMM_. GOVERE PO GH GLASS 2"x HO R CONCRETE SLAB FLO R is LAS SAF Y G 55 I STUCCO WALL 4 T$O INE GE LING I DOORS SPA/TUB ENCL. � 5 TYP. '�t ILE SURROU K PROVIDE 1 BEDROOM WINDOW WITH A MIN. E TO . SD 1 Q NET CLEAR OPENING OF 5.7 SOFT. EXCEPTION: � GPM 80 P O GRADE FLOOR OPENING CAN HAVE A MIN. NET I (14 CLEAR OPENING OF 5.0 SOFT. tiJ SILL HEIGHT: MAX. 44" ABOVE FLOOR - APD STUD DIRECTLY BALLOON FRAME THIS WALL kz (� MIN. OPENING HEIGHT: 24". BELOW EACH TRUSS AT MIN. OPENING WIDTH: 20"(?, m ASTER BATH HATCHED LOCATION. (HATCHED WALL) (N K Q TILE FLOOR m I I p N T �,al 3065 3050514 3050514 GRANITE__+_5.6" MASTER BEDROOM TOP 4 5PLA5H N � N YyDOD OR � m T ONE LITE N K RESILIENT FLOOR T.F. I SAFETY SEE ENVIRONMENTAL = GLA55 H1�- O NOTES 10- 1:2. n I PCOR ss IN 6'-3' 1'-1 1' 6'-4 1 /2" - IL BACKING FOR 16 m TOWEL BAR aa" PRYER EXHAUST: PROVIDE 4" MIN. M015TURE EXHAUST EXHAUST DUCTS: 6" WALL DUCT WITH BACK -DRAFT DAMPER.. I TERMINATE THE MAXIMUM LENGTH FOR THE N H I F ,t OUTSIDE OF THE UPPER DRYER EXHAUST DUCT IS 14 FEET BUILDING W/ E31 -PASS DOORS N W/ 2 ELBOWS. 7 n I `r BACK -DRAFT SO68 1 L NDRY WASHER DRYER - DAMPERS. N VENT TO zIQ SPACE 6 S OUTSIDE Lea_o' 4* R Furz 10 v LIVING RPOM IL WOOD OR CLOSET GRANITE TOP L I RESILIENT FLOOR O 2020 5KYLIGHT** INTERIOR BEARING . R- 2 SEE ENVIRONMENTAL Lc .V=_Rs 2060 WELL @ GLC. WALL (GROSS- O I HATCHED) NOTES 10-12. 2 SHELVES LES MDu2 d 2 FO HALL � LAUND , I EXP. POST SSTB 16 HA4L �,g TILE FLOOR / /5"xb" TYP.1 K TOILET WOOD 68 WOODSTOVE: ' �/ O _ z T'P ®6 P FLOOR 4 I INSTALL AS PER MFG. SPECS. N �I " N 6" WALL WOOD5TOVE SHALL COMPLY WITH U.S. EPA . I_ q-, Q I� N p„ LLI LUS PHASE II EMISSION LIMITS WHERE " J 0 K r 0 N I APPLICABLE. WOODSTOVES SHALL ALSO 1 /2 WALL +42" COMPLY WITH APPLICABLE LOCAL 'V N 0 ' N Q GRANITE .36" $ 0 @ J TOP 4 SPLASH I t F ORDINANCES. (N f-- ? w BATH p 2020 SKYLIGHT** O W/ WOOD GAP I � Q mi 'b TILE FLOOR �- E) ' 2060 WELL@ GLC. ' 1 SOT L F 3-70 N (3 I' N IIUL BASKING FOR - � _ � EN It 3 I v I Q TOWEL BAR @ 44" WO 11DBURNING_STOVE O TILE I OR EUAL, INSTALLED PER N 68 FLOOR I m MFG. PEGS w 2680 o F- j 17 ATTIC, PAS5AGEYVAY: I ,\, R W di '_O' W PROVIDE UNOBSTRUCTED, SOLID I •'- 1 (N 1 00-2" O 4 1 °„ u m O V FLOOR NOT LE55 THAN 24" WIDE x �1_\ LESS THAN 20' IN LENGTH, FROM I TILE HEARTH --11 It _' v N ' ACCESS TO HVAC UNIT. 2015 CM� SECTION 904 1 1 3 NING HEIGHT SHALL BE 24 INCHES A FROM A HEIGHT OF 36 INC 2 HE5 TO 4INCHES GUARDS SHALL NO , GEILING MINIMUM OPENING HEIGHT: THE MINIMUM NET CLEAR OPE . MINIMAM OPENING WIDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. WHICH ALLOW PASSAGE OF A SPHERE 43/8 INGHE5 IN DIAMETER. WA_.. HEATERS: PROVIDE THE FOLLOWING: ; °' � L IN Q B. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, (530) 581-5105 HOME (530) 392-0848 CELL GG `, pt7 THIS TH_ iS_I✓-_A�N__A�BOVE_GODE-f__ ROJEGT" 0 EGRESS: TREAD d BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN m WHERE WATER HEATER Is INSTALLED. 3.) CONDENSATE DRAIN NO MORE THAN 2"HIGHER THAN THE EASE OF THE WATER HEATER THAT N 1.) AT LEAST ONE EGRESS DOOR SHALL, BE PROVIDED. R3 1 1 THE EGRESS DOOR DIAMETER. , _. e,T.D.-oar+*e• Y .A- %_ SHALL BE SIDE -HINGED, d SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES G. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHIGH ALLOW PASSAGE OF REVIEWED - N WHEN MEASURED BETWEEN THE FACE OF THE DOOR 4 THE STOP, WITH THE DOOR A SPHERE 43/8 INGHE5 IN DIAMETER. SHALL NOT O 1z 1 COMPLIANCE OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING WINDOW SILLS:. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS I N v BE LESS THAN 18 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO LOCATED MORE THAN 72 INCHES ABOVE THE FII IISHED GRADE OR 5URFAGE BELOW, THE " I Q THE BOTTOM OF THE STOP. LOWEST PART OF THE CLEAR OPENING OF THE rIINDOW SHALL BE A MINIMUM OF 24 INCHES D O O N 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. ABOVE THE FINISHED FLOOR OF THE ROOM IN WHIGH THE WINDOW I5 LOCATED. I „_ RB ANDq �+ B"s C3 ! �'V;� ASSOCIATES V_ THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR 5ERVED. EVERY OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW (f) LANDING � N SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE PASSAGE OF A 4-INGH-DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN p v v v DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE 24 INCHES OF THE FINISHED FLOOR. R3 12-2.1 I (V O0_v NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). C LEC7AcL REQUIREMI-NTS:_ 0 W o ® 3.) STAIRWAYS SHALL NOT BE LE55 THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS L� ■ AN) 't Lu Uy, ABOVE THE PERMITTED HANDRAIL HEIGHT 4 BELOW THE REQUIRED HEADROOM 1,) PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE It 1405E BOBS: N HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF WORK 15 COMPLETED d A FINAL INSPECTION HAS BEEN MADE. R 1 05.7 ELECTRICAL 5ERVIGE: INSTALL NON- O THE 5TAIRWAY d THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT d BELOW THE 2,) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION HANDRAIL HEIGHT, INCLUDING TREADS 4 LAIIDINGS, SHALL NOT BE LESS THAN 3 1 1/2 CERTIFICATE 15 REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE PROVIDE SWEEP FOR FUTURE POOL. REMOVABLE N INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE 4 21 INCHES WHERE HANDRAIL5 PROGEEDING WITH CONSTRUCTION ABOVE. R 106.1.3. BAGIr.FLOW PREY'ENTION ARE PROVIDED ON BOTH SIDES.FOUNDAcTIONS_ DRAtINAtGEE _- I ,t HB DEVICE5. GPC 605 _ FIRE__5FRINKLER 5Y5TEM: DRAINAGE: R401.3 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER 1.) AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. R3 1 3 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A EXCEPTION: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE YNATER AWAY FROM FOUNDA•,•ION WALL5. REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILPIN05 THAT ARE NOT THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 1 O FEET. ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. R3 15.2 EXCEPTION: WHERE LOT LINES, WALL5, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT S 2.) WHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, NGHES OF FALL WITHIN 1 O FEET. DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE SHALL BE IN ACCORDANCE WITH NFPP 1 3D OR SEGTION R3 1 3. DRAINAGE AWAY FROM THE STRUCTURE. IMF::RVIOUS SURFACES WITHIN 1 O FEET OF THE B=ELECT-SERVICE: BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE COUNTY 200 AMP SERVICE SMOKE ALARMS: BUILDING. 36" GLEAR OF 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R3 1 4: FRAAMING-GENERAtL: DOOR OR WINDOW A. IN EACH SLEEPING ROOM. R3 1 4.3. 1.) WOOD PLATES OR 51LL-5 SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION qn c 48"H MIN. - 75" MAX. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE WITH A MINIMUM 1 /2" DIAMETER STEEL BOLTS OR OTHER APPROVED ANCHORS. JUL 2 9 LU1U' •GONFJRN LOCATION' BEDROOMS. R3 1 4.3 BOLTS SHALL BE EMBEDDED AT LEAST 1" INTO THE CONCRETE d SHALL BE 1 2.) WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN,SPACED NOT MORE THAN 6' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS NDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A PER PIECE WITH ONE BOLT LOGATED NOT MORE THAN 12" OR LESS THAN 4" FROM PER f MANNER THAT THE ACTUATION OF ONE ALARM WILL AGTIVATE ALL OF THE ALARMS IN EACH END OF THE PIECE. R403.1.6 SERVICES THE INDIVIDUAL UNIT. R3 14.5 2.) PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INCHES BY 3 INCHES IN SIZE, SHALL 2 3.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE 4 THE NUT EXCEPT WHERE e)1 � " )) n PROVIDED THAT SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE 4 SHALL BE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER IS EQUIPPED WITH A BATTERY BACKUP. R314.4 PERMITTED TO BE DIAGONALLY 51..OTTED WITH A WIDTH OF UP TO 5/ 1 6 INCH EXCEPTIONS: SMOKF. ALARMS ARE PERMITT5V TO BE SOLELY BATTERY OPERATED IN LA'ZGER THAN THE BOLT DIAMETER 4 A SLOT LENGTH NOT TO EXCEED 1 3/4 14 14 EXISTING BUILDINGS WHERE NO CONSTRUCTION 15 TAKING PLACE. INCHES, PROVIDED A STANDARD GUT WASHER 15 PLACED BETWEEN THE PLATE GARBON MONOXIDE_AILARMS: WASHER 4 THE NUT. R602.1 1 1.) FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE 3.) FOUNDATION PLATES OR BILLS THAT REST ON EXTERIOR FOUNDATION WAL1-5 4 fi ure Floor roles:ion dimenslon,. INSTALLED IN DWELLING UNITS 4 IN SLEEPING UNITS WITHIN WHIGH FUEL -BURNING ARE LE55 THAN 8" FROM EXF05ED EARTH SHALL BE OF NATURALLY DURABLE OR I 7 APPLIANCES ARE INSTALLED 4 IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. PRESERVATIVE -TREATED WOOD. - R3 1 5. 4.) POSTS, GIRDERS, JOISTS 4 SUBFLOOR LOCATED IN A CRAWL SPACE MUST BE As< I" s *- I k , 2J CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS R3 1 5.1 4 R315.2 SHALL BE NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LESS t:5. I" 1 " " j NSTALLED IN THE FOLLOWING LOCATIONS: THAN 1 8" OR WOOD GIt DERS ARE LESS THAN 12" ABOVE THE EXPOSED GROUT:D.II A. OUTSIDE OFF ACH 11.1 SEPARATE DWELLING UNIT 5LEEPING AREA IN THE IMMEDIATE 5.) WOOD ROOF TRUSS MEMBERS d COMPONENTS SHALL NOT BE GUT, NOTCHED, VICINITY OF THE BEDRGOM(5). DRILLED, SPLICED OR OTHERWI5E ALTERED IN ANY WAY WITHOUT THE WRITTEN ; - I B. ON EVERY LEVEL OF A DWELLING UNIT INGLUDING BASEMENTS. APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. THE TRUSS DESIGN SHALL. WOOD PROTECTION: TAKE INTO ACCOUNT ANY LOADS SL'GH A5 HVAC OR PLUMBING EQUIPMENT. t- 11 t 1.) PROTECTION OF WOOD 4 WOOD BASED PRODUCTS FROM DECAY SHALL BE FLOOR FRAAMING: 1 , 1. 1. "' PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD 1.) CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANIC �I 11 - OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U 1 FOR THE MEANS OR BY OPENIN65 INTO THE UNDER -FLOOR AREA WALLS. SUCH OPENINGS 4" " , , SPECIES, PRODUCT, PRESERVATIVE 4 END USE. section r3 11. PRESERVATIVES SHALL SHALL HAVE A NET AREA OF NOT LE55 THAN 1 SOFT FOR EACH 150 SOFT OF i `, ✓ f BE LISTED IN SECTION 4 OF AWPA U 1. UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED 50 AS TO PROVIDE GROSS __• A. WOOD JOIST5 OR THE BOTTOM OF AWOOD STRUCTURAL FLOOR WHEN CLOSER VENTILATION. SUCH OPENINGS SHALL BE COVERED WITH CORRO51ON-RESISTANT measured from tbe door c+r:nr 4 U S only THAN 1 8 INGHE5 OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE WIRE MESH WITH OPENINGS NOT GREATER THAN 1 /5"O OTHER APPROVED a "' "I"""""A EXPOSED GROUND IN GRAWL SPACES OR UNEXGAVATED AREA LOCATED WITHIN THE MATERIALS WITH THE LEAST DIMENSION OF THE COVERING NOT TO EXCEED 114" IN S A I 8 i3 - -1 --; PERIPHERY OF THE BUILDING FOUNDATION. DIMENSION. R408 I 7,) 1/7" $" * 33 3hr 16 B. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR 2.) GRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE ACCESS OPENING NOT i 3 FOUNDATION WALL5 4 P.RE LESS THAN 8 INCHES FROM THE EXPOSED GROUND. LESS THAN 1 8" BY 24". R408.4 11 -11 -1111 --LI I .s, I i5_l aa.. rrlrn �S7._m _,__ _ € �" ':, G. SILL5 $ SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 15 IN DIRECT CONTACT f 1f2 i 8" �d3 3/4" 1$" ' 'iE1":r11 ' WITH THE GROUND UNLESS 5EPARATED FROM SUCH SLAB BY AN IMPERVIOUS CAN, ' . ; Ss1 MOISTURE BARRIER. Ck1 CY3 7C33 rY1 tfiY , 1111 (11}i" 5% f71 Crf _l D. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR GONGRETE WALL5 HAVING CLEARANCES OF LE55 THAN 1 /2 INCH ON TOP5, 51DES d ENDS. baa1!11 e� E. WOOD SIDING, SHEATHING 4 WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING H.O. A CLEARANCE OF LE55 THAN b INCHES FROM THE GROUND OR LE55 THAN 2 INCHES F.G. S.H. G. S..,,. MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, 4 HORIZONTAL SURFACES EXPOSED TO THE WEATHER. SIMILAR HORI Z I 1. F. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR 11 ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY - FLOORS OR ROOFS N IMPERVIOUS - - FROM SUCH L ,,, SLABS, UNLESS SEPARATED .,. MOISTURE BARRIER. ROKE D.H. R S. H: [:1 qs 'y< - ffl� I G. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY ARGH / TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW1. GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER I5 APPLIED BETWEEN THE WALL 4 THE FURRING STRIPS OR FRAMING MEMBERS. �_ 2.) LUMBER 4 PLYWOOD REQUIRED TO BE PRE55URE-PRESERVATIVE-TREATED IN ACCORDANCE WITH SECTION R31 8.1 SHALL BEAR THE QUALITY MARK OF AN T. 45 112" 1 OUN APPROVED INSPECTION AGENCY. TOP IJ 3.) WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, HANDRAIL5 4 GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED 5 d DEMONSTRATING GOMPL IANGE WITH THE PROVISIONS OF / LEVELS I Eu I , PERFORMANGEL ASTM D 1032. 4.) IN AREAS 5U=3JEGT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R30 1.2(1 ), METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A COMBINATION OF THESE METHODS: A. CHEMICAL TERMITIGIDE TREATMENT, AS PROVIDED IN SECTION R3 15.2. B. TERMITE BAITING SYSTEM INSTALLED 4 MAINTAINED AGCORDING TO THE LABEL. G. PRESSURE -PRESERVATIVE -TREATED WOOD IN AGGORDANGE WITH THE PROVISIONS OF SECTION R3 1 7.1. D. NATURALLY DURABLE TERMITE -RESISTANT WOOD. E. PHYSICAL BARRIERS AS PROVIDED IN SECTION R3 15.3 4 USED IN LOCATIONS AS 5PEGIFIED IN SECTION R3 1 8.1. F. GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 4 ------- ---BREAK BEDROOM #2 I 306 WOOD OR HYBRID-ELEGTRIC _W.H..: RESILIENT FLOOR PROVIDE WATER HEATER MOUNTED IN ATTIC, W/ 30"x30" WORKING PLATFORM. SEE ENVIRONMENTAL PROVIDE RECEPTACLE d LIGHT NEAR NOTES 10-1:2. THE UNIT W/ A SWITCH TO THE PASSAGEWAY. I"' PROVIDE WATER TIGHT, CORROSION - PROVIDE 1 BEDROOM WINDOW WITH A dJ W N N RESISTANT PAN BENEATH WATER MIN. NET CLEAR OPENING OF 5.7 SOFT.Z In W Ul HEATER W/ NOT LESS THAN 3i 4" DIA. >_j E_X-CEP_TION GRADE FLOOR OPENING 1 O w 01 0 DRAIN. CAN HAVE A MIN. NET CLEAR OPENING v- OF 5.0 SOFT. . \ N N I SILL _HEIGHT: MAX. 44" ABOVE FLOOR V N " MIN. OPENING _HEIGHT: 24". MIN. OP_ENING_WIDTH: 20' --SKYLIGHT NOTE: BOTH 5KYLIGHT5 TO BE OFFNABLE BY REMOTE CONTROL. ) ADD STUD DIRECTLY BELOW EACH TRUSS AT \ 30505H 3050SH HATCHED LOCATION. d yep ti�� �'�'/A%,��,� COVERED PO GH.,� CONCRETE SLAB FLOOR 6"X6, STUCCO INLL5 I TIG FINE GEILI /F05T 1 8" RAILING - SEE EXTERIOR ELEVATIONS 6"X 6" POST \ W/ PBS W/ PB5 v ° I I 11 1111 �v v D v v 5'-9" 3. 01. 2'- 1 1 " 2'-1 " 2'-4" 2'-8" v 5'-6" 11 11 1 15-0" p 10'-6" 25-6" L�l_ R605.2.1. 5.) CHEMICAL TERMITIGIDE TREATMENT SHALL INGLU*JE 501E TREATMENT AND/OR FIELD NOTE: HOLD TOP OF APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION 4 METHOD OF TREATMENT OF THE CHEMICAL TERMITIGIDE SHALL BE IN STRICT ACCORDANCE WITH WINDOWS AT 6'-8". THE TERMITIGIDE LABEL. UNLESS NOTED OTHERWISE b.) APPROVED PHYSICAL BAFRIERS, SUCH AS METAL OR PLASTIC SHEETING OR COLLARS NOTE: PRIOR TO INSTALLATION OF FIREPLACE, CONFIRM DOCUMENTATION THAT THE FIREPLACE SPECIFICALLY DESIGNED FOR TER;,f/TEPREVENTION, SHALL BE INSTALLED IN A MANNER 15 U.S. EPA PHASE II CERTIFIED OR CHOSE ANOTHER PRODUCT THAT DOES MEET THE TO PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOP OF REQUIREMENT. AN EXTERIOR FOUNDATION WALL ARc PERMITTED TO BE USED ONLY IF IN COMBINATION WITH ANOTHER METHOD OF PROTECTION. D GAS RANGE W/ HOOD KITCHEN TILE FLOOR 1.8 GPM @ REF. 5PAGE GRANITE �3 1" W/ H2O HOOKUP TOP 4 5PLA5H 60 PSI SINK d DISPOSAL rn i ANG 0 1 HB 2636514 26365H 4'-O" L 3'-O" 511-0.1 D TH15_PLAN TO COMPLY ILII THE_FOLLOKNO: • 20 1 3 CALIFORNIA BUILDING CODE (GBG), • 201 3 CALIFORNIA RESIDENTIAL CODE (CRO), • 201 3 CALIFORNIA MECHANICAL CODE (GMC), • 201 3 CALIFORNIA PLUMBING CODE (GPG), • 20 1 3 CALIFORNIA ELECTRICAL CODE (GEC), • 2013 CALIFORNIA FIRE CODE (GFS), • 2013 CALIFORNIA ENERGY CODE • 2013 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (COMMONLY GALLED "C ALGREEN') 0G(f.U_PANGY_OR0UP: • OCCUPANCY 15 R3/U G0N5TRUGTI0N_TYPI-: • CONSTRUCTION TYPE 15 VB ^ CONCRETE, WALK v D /4*\ L-8.0' T_ m O L) O m 2 o) O Ul O m N O Ul O m 6 "X - / POST W/ PBS 5068 ONE LITE SAFETY GLASS DOORS DINING AREA WOOD OR RESILIENT FLOOR SEE ENVIRONMENTAL NOTES 10-12. .' ' I 5-6.. I OWNER'S DUFFET 52"Lx22"Dx33"T t /26365H 2636514 0 I RECEIVED AUS 0 2 2016 TRB AND ASSOCIATES O I It It WA_.. HEATERS: PROVIDE THE FOLLOWING: ; °' � L IN p 1 (N (530) 581-5105 HOME (530) 392-0848 CELL GG `, pt7 THIS TH_ iS_I✓-_A�N__A�BOVE_GODE-f__ ROJEGT" 2.) CATEGORY III or IV VENT, OR TYPE B VENT W/ STRAIGHT PIPE BETWEEN OUTSIDE TERMINATION 4 I m WHERE WATER HEATER Is INSTALLED. 3.) CONDENSATE DRAIN NO MORE THAN 2"HIGHER THAN THE EASE OF THE WATER HEATER THAT (530) 514- • FLOOR, WALL & DUCT INSULATION VALUES , _. e,T.D.-oar+*e• Y .A- %_ 4.) GAS SUPPLY LINE W/ A CAPACITY OF AT LEAST 200,000 BTU/HR. 5.) PROVIDE SEISMIC BRACING FOR W/H AT LOCATIONS EQUAL TO THE TOP d BOTTOM 1/3 OF ITS REVIEWED • WATER H)=ATEA REQUIREMENTS VERTICAL DIMENSION. STRAP SHALL BE A MIN. OF 4" ABOVE CONTROLS. I- CODE O ID 6.) COMBINATION PRE55URE d TEMPERATURE RELIEF VALVE TO OUT5E W/ UNTHREADED PIPE COMPLIANCE D I 0 v 1) ALL SUPPLY FIPING 3/4" 4 GREATER SHALL BE INSULATED. H T (J) 2 IoNATER GEC III 10 I SJ ALL HOT WATER PIPING SUPFLYING THE KITCHEN SHALL BE INSULATED. U D O 7 D v D „_ RB ANDq �+ B"s C3 ! �'V;� ASSOCIATES V_ PLATFORM. v A ° vv p v v v D f° p " D v v D m D D v v ° rz D I p . J� Nb11 ",P � v)p v D HB v v° p D 4 L=4.0' \D° 7 v U) yDU2 %S) S 16 m O m m I It 2 t(1 :.2L./ 3. O .,r,\12/ 10 I a4 L=4.0' m /U) 4 5D1 _1t(C� TYP. PERMIT #_1I_ ---o__- �_L _----- - BUTTE COUNTY DEVELOPMENT SERVICES NEVI E lED FOR R Al 11'-6" 3'-O" 4'-0" IGO iLIACE / BY ®ATE 2 5-6" if I�iljl ii ow:, I xi: , I l:::: SCALE: 114" = l' -O" FLOOR__ PLAN_NOTE5: 1.) AUTOMATIG RESIDENTIAL FIRE SPRINKLERS ARE REQUIRED AS PER SECTION R3 13.3 OR NFPA 1 3D. DE51GN_13Y_OTHERS. -SEPARATE PERMIT_RE_QUIRE-D. 2.) SUBMIT FINAL GON5TRUCTION WASTE MANAGEMENT REPORT TO THE BUIL'�ING DEPARTMENT PRIOR TO FINAL INSPECTION. 3.) PLATE HEIGHT TO BE G' UNLESS NOTED OTHERWISE. FLOOR PLAN STRUGTtJR�ALNOTES:__ 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS 5D 1 -SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 1 6" O.G. INTERIOR WALL5: 2X6 DF STUD AT 16" O.G. 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXF05ED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 GBG FA57ENlNO SCHEDULE, TABLE 2304.9.1 , UNLE55 NOTED OTHERWISE. `& 4 "' I`Y11"I11� - �i VLYLI; ...+moi. ✓iI- .' �-�. I- .., ..-...- ift 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 A : PHONE: (530) 521--1242 CELL �>J� EMAILADDRE55: Max@GadMama.GOm D SUMMIT STRUGT URAL DESIGN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO. GA 95926 WA_.. HEATERS: PROVIDE THE FOLLOWING: ; °' � L IN p 1 1.) UNOBSTRUCTED 1:20v RECEPTACLE WITHIN 3'. (530) 581-5105 HOME (530) 392-0848 CELL GG `, pt7 THIS TH_ iS_I✓-_A�N__A�BOVE_GODE-f__ ROJEGT" 2.) CATEGORY III or IV VENT, OR TYPE B VENT W/ STRAIGHT PIPE BETWEEN OUTSIDE TERMINATION 4 EMAILADDRE55: Ryland@SummitGhico.com PLEASE REFER TO THE ENERGY GALGS FOR: WHERE WATER HEATER Is INSTALLED. 3.) CONDENSATE DRAIN NO MORE THAN 2"HIGHER THAN THE EASE OF THE WATER HEATER THAT (530) 514- • FLOOR, WALL & DUCT INSULATION VALUES ALLOWS NATURAL DRAINAGE Y',ITHOUT PUMP ASSISTANCE. _. e,T.D.-oar+*e• • WINDOW SPECIFICATIONS 4.) GAS SUPPLY LINE W/ A CAPACITY OF AT LEAST 200,000 BTU/HR. 5.) PROVIDE SEISMIC BRACING FOR W/H AT LOCATIONS EQUAL TO THE TOP d BOTTOM 1/3 OF ITS REVIEWED • WATER H)=ATEA REQUIREMENTS VERTICAL DIMENSION. STRAP SHALL BE A MIN. OF 4" ABOVE CONTROLS. I- CODE • HAG DETAILS (AFUE HEATING 8 SEER COOLING) V ID 6.) COMBINATION PRE55URE d TEMPERATURE RELIEF VALVE TO OUT5E W/ UNTHREADED PIPE COMPLIANCE D FACING DOWNWARD BETWEEN 6" TO 24" ABOVE GROUND. < 0 v 1) ALL SUPPLY FIPING 3/4" 4 GREATER SHALL BE INSULATED. H T (J) 2 IoNATER GEC III AUG 1 �1� p SJ ALL HOT WATER PIPING SUPFLYING THE KITCHEN SHALL BE INSULATED. U D GEG 150.0 (J) 2 VI 7 D v ATTIC MOUNTED_ TANKLF-55 WATER HEATER ,5: PROVIDE 30"x30" WORKING PROVIDE RECEPTACLE 4 LIGHT NEAR THE UNIT W/ A SWITCH TO THE PASSAGEWAY. „_ RB ANDq �+ B"s C3 ! �'V;� ASSOCIATES V_ PLATFORM. a7 A PROVIDE WATER TIGHT, CORROSION-RE515TANT PAN BENEATH WATER HEATER W/ NOT LESS THAN vv p v 3/4" DIA. DRAIN. v VL <^ `& 4 "' I`Y11"I11� - �i VLYLI; ...+moi. ✓iI- .' �-�. I- .., ..-...- ift 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 A : PHONE: (530) 521--1242 CELL �>J� EMAILADDRE55: Max@GadMama.GOm D SUMMIT STRUGT URAL DESIGN - STRUCTURAL ENGINEER 383 RIO LINDO AVENUE #200, CHICO. GA 95926 G:\U5er5\Lunn\DOCUment5\chief X8 PIan5\Steck d Long\Steck 4 Long Residence.layout OWNER: JOS,FFH STEGK 4 KATHY LONG ; °' � L IN LYNN SMITH 1 99 O, CAM CHICO, GA 9 (530) 592-4407 WORK (530) 581-5105 HOME (530) 392-0848 CELL 0T\1) (530)891- EMAILADDRE55: Ryland@SummitGhico.com EMAIL ADDRESS: Long.Kathy@GMail.com -11-a •U�L,o.�o ` (530) 514- m V®<" _. e,T.D.-oar+*e• EMAIL ADDF `��7Sjuv 5 F -C ARGH D (24" X 5b') NHILE EVERY ATTEMPT HAS BEEN MADE IN THE 'REPARATION OF THIS PLAN TO AVOID MISTAKES, THE FAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / DME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. RAFTINy 5':Y: K m" (azz", 89 1-0585 11�'m LLEY FI CHICO, CALIFORNIA 95973 .YNN5MITH3 20ATT.NET NERGY GALGS BY: ,� I,' GOLDEN SUN � DESIGNS 4:0, `` MAX RAMIREZ /// //io/iii4111114,ii//ip0 �iy//� , %j% / rr Cc '. �' ��" . 7 _, � -, -- 7, *;�I� - Yi/_� r vl. 7/15/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR ;OMPLIANGE I,N TH ATTACHED 5TRUGTURAL GALGULATIONS. THE ENGINEER'S STAMP ON 'HI5 PLAN 15 VALID ONLY WITH A LETTER 5I6NED BY THIS ENGINEER FOR EACH •• m V_ L r - 0T\1) q -U) 1 T m V®<" 0 �,�z2m 0 1 U u- r d) < 0 JU a v� O I cd U -J _I O O () -A V_ 6 v A vv v VL <^ O0_v 0 W o ® th TO) L� ■ AN) 't Lu Uy, It 7- 0 O W(3 i- 7 -0z lU �V-J Owe O tu V lL \b U.. LIVABLE: 1 6 1 1 Sc[Ft TOTAL OARAOE: O 5gFt ERED PATIO: 2 -1 6 5clFt FRONT 435- 56{Ft REAR i 1 1 5aFt TOTAL DATE: -7/1 cl/20 1 6 SCALE: SHOWN 150t t WOW SHEET ® COPYRIGHT 201 6 - DRAFTING ARE VALLEY ROAD, 5973 X585 WORK X585 CELL .E55: LynnSmith32@ATT.net ROOF_$ CEILING FRA MINO: 1.) ATTIC. VENTILATION: ATTICS d ENCLOSED RAFTER SPACES SHALL HAVE GROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1 " OF AIRSPACE 15 REQUIRED BETWEEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/ 1 50 OF THE AREA OF THE SP.0.CE VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE d THE BALANCE PROVIDED BY SOFFIT VENTS. R806 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1 /300 OF THE AREA WHEN AT LEAST 40% 4 NOT MORE THAN 50% OF THE REQUIRED VENTILATORS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC, OR RAFTER SPACE. R806.2 3.) ATTIC ACCESS: AN OPENING NOT LESS THAN 20" BY 30" SHALL BE PROVIDED TO ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A 30" MINIMUM CLEAR HEADROOM IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING. 8801.1 5-AFETY OLAZI N(5: HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWIN(:,: 1.) GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, IN FIXED d OPERABLE FANEL5 OF SLIDING DOOR d BIFOLP ASSEMBLIES, 4 GLAZING IN STORM DOORS. 2.) GLAZING IN DOORS $ ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS 4 SHOWERS, 4 GLAZING IN ANY PORTION OF A BUILDINIG WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60" ABOVE A STANDING SURFACE. 3.) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING 15 WITHIN A 24" ARG OF EITHER A VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION d WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60" ABOVE THE WALKING SURFACE. THIS PROVISION DOES NOT APPLY WHEN THERE 15 AN INTERVENING WALL BETWEEN THE DOOR d GLAZING, WHERE ACCESS THROUGH THE DOOR IS A CLOSET 3' OR LESS IN DEPTH, OR TO GLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION, OTHER THAN THE WALL TOWARD5 WHICH THE DOOR 5WIN65. 4.) GLAZING WHERE THE INDIVIDUAL PANE 15 GREATER THAN q SOFT, HAS A BOTTOM EDGE LESS THAN 1 8" ABOVE THE FLOOR d A TOP EDGE GREATER THAN 36" ABOVE THE FLOOR 415 ADJACENT TO A WALKING SURFACE. 5.) GLAZING ADJACENT TO STAIRWAYS, LANDINGS $ RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE, WHEN THE EXPOSED SURFACE SOF THE GLASS 15 LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 6.) GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION, WHEN THE EXPOSED SURFACE OF THE OLA55 15 LE55 THAN 60" ABOVE THE NOSE OF THE TREAD. 51TE_ADDRESS: BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE d VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL- CONTRAST HALLCONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES WITH A MINIMUM STROKE WIDTH OF 112 INCH. WHERE AGGE55 15 BY MEANS OF A PRIVATE ROAD 6 THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. R31 q.1. GREEN-FLANNINO $ DE51GN: DURING LONSTRUGTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT ER0510N d RETAIN SOIL. RUNOFF ON THE SITE 4.106.1 : A. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. 5. WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. G. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE WATER INCLUDE: SWALE5, WATER COLLECTION 4 DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS d OTHER WATER MEASURES WHIGH KEEP SURFACE WATER AWRY FROM BUILDINGS d AID IN GROUNDWATER RECHARGE. 4.106.3 WATER_EF_FIGIENGY $_CONSERVATION: INDOOR WATER CONSERVING PLUMBING FIXTURES d FITTINGS, SHALL COMPLY WITH THE FOLLOWING 4.303.1: A. WATER CLOSETS: 1.28 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS 15 THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES d ONE FULL FLUSH. 4.303.1.1 B. URINALS: NOT TO EXCEED 0.5 GALLONS PER FLU5H. 4.303.1.2 G. SINGLE 5HOWERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 P31. 4.303.1.3 D. MULTIPLE 5HO1,NERHEAD5 SERVING ONE 5HOWER: THE COMBINED FLOW RATE OF ALL SHOWERHEAD5 AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NO'r EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A 5HOWERHEA.D. E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LE55 THAN 0.8 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.1 F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INSR:ASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, 4 MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GAL .ONS PER MINUTE AT 60 P51. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 4.303.1.4.4 OUTDOOR IRRIGATION CONTROLLERS 4.304.1: AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER d INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: A. CONTROLLERS SHALL BE WEATHER- OR SOIL MOISTURE -BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR l^'HICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE -BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. MATERIAL GONSERVATION 8 RESOURGE EFFICIENCY: 1.) RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC GABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALL5 SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY SL051NG SUCH OPENINGS WITH GEMENT MORTAR, CONCRETE MA50NRY OR A 51MILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 4.406.1 2.) LON5TRUCTION_WA5TE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION d DEMOLITION WA5TE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION d DEMOLITION WASTE MANAGEMENT ORDINANCE. 4.408.1 EXCEPTIONS: A. EXCAVATED 501L 4 LAND -CLEARING DEBRIS. B. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM D0 NOT EXI5T OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOB5ITE. G. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOB SITES ARE LOGATEI7 IN AREAS BEYOND THE HAUL BOUNDARIES OF "HE DIVERSION FACILITY. 3.) GON5TRILrTION WASTE_MANAGEM�NT_-PLAN: SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS A THROUGH E. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY 4 SHALL BE AVAILABLE DURING CONSTRUCTIOM FOR EXAMINATION BY TI4E ENFORCING AGENCY. 4.408.2 A. IDENTIFY THE CONSTRUCTION d DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. B. 5PEGIFY IF CONSTRUCTION 4 DEMOLITION WASTE MATERIALS WILL BE 50RTED ON-SITE (SOURCE SEPARA TED) OR BULK MIXED (SINGLE STREAM). G. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION $ DEMOLITION WA5TE MATERIAL WILL BE TAKEN. D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION 4 DEMOLITION WASTE GENERATED. E. SFEGIFY THAT THE AMOUNT OF CONSTRUCTION 4 DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 4.) WASTE MAN-AGEMENTLQMPANY: UTILIZE A WASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, WHISH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION 4 DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE: THE OWNZR OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 DEMOLITION WA5TE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY. 5.) WA5TE STREAM F:Ei1UCTION_ALT-Z'E PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION d DEMOLITION WA5TE DISPOEED OF IN LANDFILLS, WHICH DO NOT EXCEED FOUR (4) LB5./50. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.4 C 8.1. 6.) POGUMENT-ATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATE5 COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THROUGH 5, SECTION 4.408.3 OR SECTION 4.408.4. A. SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS GORE (RESIDENTIAL)" LOGA'rED AT NV W.HCD.CA.GOV/ GALGREEN.HTML MAY BE USED TO A5515T IN DOCUMENTING COMPLIANCE WITH TH15 SECTION. B. MIXED CONSTRUCTION d DEMOLITION DEBRIS (G61;)) PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING 4 RECOVERY (CALRESYGLE). 7.) OPERATION 4 MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT D15S, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2. OPERATION d MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: A. EQUIPMENT 4 APPLIANCES, INCLUDING 1^'ATER-5AVING DEVICES 4 SYSTEMS, HVAC SYSTEMS, WATER -HEATING SYSTEMS d OTHER MAJOR APPLIANCES 4 EQUIPMENT. B. ROOF 4 YARD DRAINAGE, INCLUDING GUTTERS d DOWNSFOUT5. G. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS 6 AIR FILTERS. D. LANDSCAPE IRRIGATION SYSTEMS. E. N'ATE REUSE USE SYSTEMS. E 3. INFORMATION FROM LOCAL UTILITY, WATER 4 WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS d LOCATIONS. 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT d WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. b. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE d IRRIGATION DESIGN 4 CONTROLLERS WHIGH CONSERVE WATER. 1. IN5TRUCTION5 FOR MAINTAINING 6UTTER5 4 DOWNSPOUTS 6 THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. q. INFORMATION ABOUT STATE SOLAR ENERGY 4 ACENTIVE PROGRAMS AVAILABLE. 1 O. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUL,RED BY THE ENFORCING AGENCY OR THIS GODS. ENVIRONMENTAL OUALITY: SEGT!O.1I_4.501 : MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT 4 WELL BEING OF A BUILDING'S INSTALLERS, OCCUPANTS d NEIGHBORS. 1.) FIREPLACES: 4.503.1 ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED-COMBU5TION TYPE. ANY INSTALLED 1,NOOD5TOVE OR PELLET 5TOVE SHALL COMPLY WITH U.S. EPA PHASE II EM155ION LIMIT5 WHERE APPLICABLE. WOOP5TOVE5, PELLET STOVES 4 FIREPLACES SHALL AL50 COMPLY WITH APPLICABLE LOCAL ORDINANCES. 2.) POLLUTANT CONTROL: 4.504.1 COVERING OF DUCT OPENINGS 4 PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CON5TRUCTION SITE d UNTIL FINAL STARTUP OF THE HEATING, COOLING 4 VENTILATING EQUIPMENT, ALL DUCT 4 OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, 5HEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST 4 DEBRIS, WHICH MAY ENTER THE SYSTEM. 3.) FINISH MATERIAL POLLUTANT CONTROL: 4.504.2 FINISH MATERIALS SHALL COMPLY WITH THI5 SECTION. 4.504.2.1 ADHESIVES, 5EALANT5 4 CAULKS. ADHESIVES, SEALANTS 4 CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, 4 CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR 55AQMD RULE 1 1 68 VOG LIMITS, AS 5HOWN IN TABLE 4.504.1 OR 4.504.2, A5 APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1 1 68 PROHIBITION ON THE USE OF CERTAIN TOXIC, COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIPE, METHYLENE CHLORIDE, PERCHLOROETHYLENE 4 TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPE .IFIED 114 SUBSECTION 2 BELOW. B. AEROSOL ADHESIVES, 4 SMALLER UNIT SIZES OF ADHESIVES, 4 SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND d DO NOT CONSIST OF MORE THAN 1 b FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOG STANDARDS 4 OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 11, COMMEI•'GING WITH SECTION 84507. 4.) PAINT.i 4 COATINGS: 4.504.2.2 ARCHITECTURAL PAINTS 4 COATINGS SHALL COMPLY WITH VOG LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, A5 5HO1,NN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOG CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES 1_15TED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, A5 DEFINED IN SUBSECTIONS 4.2 1, 4.36, d 4.31 OF THE 200-7 CALIFORNIA AIR RESOURCES BOARD, 5U66ESTEi7 CONTROL MEASURE, 4 THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOG LIMIT IN TABLE 4.504.3 SHALL APPLY. 5.) AEROSOL PAINTS d COATINGS: 4.504.2.3 AEROSOL PAINTS d COATINGS SHALL MEET THE PRODUCT - WEIGHTED MIR LIMITS FOR ROC. IN SECTION 114522(A)(3) d OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF GERTAIN TOXIC COMPOUNDS d OZONE DEPLETING SUBSTANCES, IN SECTIONS c14522(G)(2) 4 (P)(2) OF CALIFORNIA GORE OF REGULATIONS, TITLE 1 7, COMMENCING WITH SECTION q 4520; d IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT M I HT OF PRO UGT LIMITS OF REGULATION 8 ADDITIONALLY COMPLY WITH THE PERCENT VOG BY NE16H7 D RULE 4q. 6.) VERIFICATION: 4.504.2.4 VERIFIGA71ON OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUE51 OF THE ENFORCING AGENCY. DOCUMENTATION MAY INGLUDE, BUT IS NOT LIMITED 70, THE FOLLOWING: A. MANUFAG7URER'5 PRODUCT SPECIFICATION. B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. -7.) GARPET SYSTEMS: 4.504.3 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING 4 PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: A. CARPET d RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING d EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR 5OURCF-5 USING ENVIRONMENTAL CHAMBERS," VERSION 1. 1, FEBRUARY 201 O (AKA SPECIFICATION 01 350.) G. NSF/ANSI 140 AT THE GOLD LEVEL. D. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE^^ GOLD. 8.) GARPET CUSHION: 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET 4 RUG INSTITUTE'S GREEN LABEL PROGRAM. q.) CARPET ADHESIVE: 4.504.3.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 10.) RESILIENT FLOORING SYSTEMS: 4.504.4 WHERE RESILIENT FLOORING 15 INSTALLED, AT LEAST 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: A. VOG EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (GHPS) HIGH PERFORMANCE PRODUCTS DATABASE. R. PRODUCTS COMPLIANT WITH GHPS CRITERIA CERTIFIED UNDER THE 6REENGUARD CHILDREN 4 SCHOOLS PROGRAM. C. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAM. D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR 5OURSE5 USING ENVIRONMENTAL CHAMBERS," VERSION 1.1, FEBRUAR'( 201 O (AKA 5PEGIFICATION 01 350). 1 1.) COMPOSITE WOOD PRODUCTS. 4.504.5 HARDWOOD PLYWOOD, PARTICLEBOARD 4 MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (1 1 GGR q 3 1 20 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, A5 SHOWN IN TABLE 4.504.5. 12.) DOCUMENTATION: 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: A. PRODUCT CERTIFICATIONS d SPECIFICATIONS. B. CHAIN OF CUSTODY CERTIFICATIONS. G. PRODUCT LABELED 6 INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE OCR, TITLE 1 -7, SECTION q 3 120, ET 5EQ.). D. EXTERIOR GRADE PR017)UG75 MARKED A5 MEETING THE PS- 1 OR PS -2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN A51NZ5 226q OR EUROPEAN 636 35 STANDARDS. E. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. SECTION 4.505;_INTERIOR MOISTURE C NTROL 1 3.) CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 1 q OR CONCRETE SLAB -ON -GROUND FLOOF.S REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY WITH THI5 SECTION. 14.) CAPILLARY BREAK: 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: A. A 4 -INCH -THICK (1 O 1.6 RNRN) BASE OF L/ZINGH (1 2.7 MM) OR LARGER GLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE d A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRIMKAGE, 4 CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 302.2R-06. B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. G. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 15.) MOISTURE CONTENT OF BUILDING MATERIALS: 4.505.3 BUILDING MATERIALS WITH VISIBLE SIGN5 OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL d FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 1 q -PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING: A. 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROF E- TYFE OR GONTAGT-TYPE THO MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION M E DS MAY BE APPROVED BY THE ENFORCING AGENCY d SHALL SATISFY REQUIREMENTS FOUND IN SECTION 1 01.8 OF THIS CODE. B. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (6 1 0 MM) TO 4 FEET (1 2 1 q MM) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. G. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WA LL 4 FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL 6 FLOOR FRAMING. D. INSULATION PRODUCTS WHICH ARE VISIBLY NET OR HAVE A HIGH MOISTURE SONTEN- SHALL BE REPLACED OR fLLLOWEP TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. NET - APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. SEC,TION 4.506: INDOOR AIR QUALITY d EXHAUST 1 6.) BATHROOM EXHAUST FANS. 4.506.1 EACH BATHROOM SHALL BE MECHANICALLY VENTILATED 6 SHALL COMPLY WITH THE FOLLOWING: A. FANS SHALL BE ENERGY STAR COMPLIANT 4 BE DUSTED TO TERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. B. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF LESS THAN OR EQUAL TO 50 PERCENT TO A MAXIMUM OF 80 PERGENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. G. B. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN 4 15 NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN). D. NOTES: FOR THE PURPOSES OF THIS SECTION, A BATHROOM 15 A ROOM WHICH CONTAINS A BATHTUB, SHOWER, OR TUB/5HOWER COMBINATION. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE. SECTION 4.507_ENVIRONMENTALCOMFORT 11.) HEATING 4 AIR-CONDITIONING SYSTEM DESIGN: 4.501.2 HEATING d AIR-CCNDITIONING SYSTEMS SHALL BE SIZED, DESIGNED 4 HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: A. THE HEAT LOSS 4 HEAT GAIN 15 ESTABLISHED ACCORDING TO ANSI/ALGA 2 MANUAL J-2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT IDEVON 5OFTWARE OR METHODS. B. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ALGA 1 MANUAL r;1 -200q (RESIDENTIAL DUCT SYSTFMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. G. SELECT HEATING d COOLING EQUIPMENT ACCORDING TO AN51/ALGA 3 MANUAL 5-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE. IN5TALLERa_5FEGIAtL INSFEGTORS:_ INSTALLER TRAINING: 102.1 HVAC SYSTEM INSTALLERS SHALL BE TRAINED 4 CERTIFIE^ IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNGERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION 4 RESPONSIBILITY OF A PERSON TRAINED 4 CERTIFIED TO INSTALL HVAC 5Y5TEM5 OR CONTRA :TOR LICENSED TO INSTALL HVAG SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC TRAINING 4 CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS. 2. PUBLIC UTILITY TRAINING PROGRAMS. 3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE LNERGY CONSULTING OR VERIFICATION OR6ANIZf,TION5. 4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS. 5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. SPECIAL INSPECTION: 102.2 WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY F �R THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFGATIONS OF A SPECIAL INSPECTOR: 1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER. 2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH A5 HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, 4 HOME ENERGY AUDITORS. 3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE. 4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. NOTES: 1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. 2. HERS RATERS ARE SPEGIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION (CEG) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYS TEM (HERS). WHEN REQUIRE] BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION F THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPEGIAL INSPECTOR SHALL HAVE A CERTIFIGATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PR IMARY JOB FUNCTION, AS DETERMINED BY THE LOCAL AGENCY. NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTERESTREST IN THE MATERIALS OR THE PROJECT THEY ARE I1,15PECTING FOR COMPLIANCE WITH THIS CODE. DOCUMENTATION: 703.1 DOCUMENTATION U5ED TO SHOW COMPLIANCE WITH THIS CODE SHALL INGLUDE BUT 15 NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPEGIFIGATION5, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION 15 NECESSARY TO VERIFY COMPLIANCE, THAT ME"HOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. A RE5PENTIAL MANDATORY MEASURES CHECKLIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT. 0 2 TYP 11p FV I I I I 18"x24" I UNDATION I AGGE55 . 1 25'-6" NOTE: PROVIDE 2" MINIMUM SIDE COVER FROM EACH COLUMN BASE TO EACH EDGE OF SLAB Ell 5.-B.. I .I 5' m I 0 °' I 1 • It I v FV I I 'd II 2 5'- 6" 7 1/2" 8'-3" 1-7'-3" 2" CONFIRM PORCH DIMENSIONS W/ FLOOR PLAN F2 F2 3ox3o F2.= 24x24 24x24 1. I • r - - - r J'� •- - - •- - - - - q, I _ (V �. - I " It I..I I � IFI.I FV FV J. II.:I ___ _ _ __ _ II I ---- - ----� II I I. IIfI.I SLAB -ON -GRADE I- I. ID NOTE 3 I I •. . I 1- III. I D z I II. I I I I I' I I - II. I _ _ _ _ _ °I - 7 . -� L f 1I I 1 " NOTE: I �.• B �_: d - T CONFIRM LOGA N OF I I I. 7 FLOOR ELEGTR AL I 11,1 I II F � OUTLETS I II f- II I'l 11 ;I 11: 1 :C - 11 I I f SDS SD2 0 I 1 • I TY1 F �' -3" 5'-O" 5'- 5'-O" 3'-6" i'-2" I I I .. I ,1 t` I I - :�•-* iv♦•ii, 'writ:!" ?1.'.•:i�?: ♦°►i�iiili.�•i�'►i❖ii!ii��`►i I. 11 q.) i 11: If' I I • � ♦<s:•�•.. .��►ii ..:* 1124x24 F2 I. mWilmilimmi I F2 i fl RATED 5HEATHIN6 OR RATED STURD-I-FLOOR, SPAN .' 5.-B.. I .I 5' m I 0 °' I 1 • It I v FV I I 'd II 2 5'- 6" 7 1/2" 8'-3" 1-7'-3" 2" CONFIRM PORCH DIMENSIONS W/ FLOOR PLAN F2 F2 3ox3o F2.= 24x24 24x24 1. I • r - - - r J'� •- - - •- - - - - q, I _ (V �. - I " It I..I I � IFI.I FV FV J. II.:I ___ _ _ __ _ II I ---- - ----� II I I. IIfI.I SLAB -ON -GRADE I- I. ID NOTE 3 I I •. . I 1- III. I D z I II. I I I I I' I I - II. I _ _ _ _ _ °I - 7 . -� L f 1I I 1 " NOTE: I �.• B �_: d - T CONFIRM LOGA N OF I I I. 7 FLOOR ELEGTR AL I 11,1 I II F � OUTLETS I II f- II I'l 11 ;I 11: 1 :C - 11 I I f SDS SD2 0 I 1 • I TY1 F �' -3" 5'-O" 5'- 5'-O" 3'-6" i'-2" I I I .. I ,1 t` I I - :�•-* iv♦•ii, 'writ:!" ?1.'.•:i�?: ♦°►i�iiili.�•i�'►i❖ii!ii��`►i I. 11 q.) i 11: If' I I • � ♦<s:•�•.. .��►ii ..:* 1124x24 F2 I. I 1 1 I• I F2 i fl RATED 5HEATHIN6 OR RATED STURD-I-FLOOR, SPAN .' RATING 45/24 (24 FOR STURD-I-FLOOR), EXPOSURE - !► - I - I 1 STRUCTURAL PANELS, APPLIED WITH LONG I • - - • i�`y,9•v♦i♦���7.99�a�i♦ti�►:,�i�i♦i ► �i ►i � �� V�♦i♦�y�,>►T►♦afii.:�i'N.♦�♦,♦i��71��♦i♦ii•�y1♦i• +i , • `.•♦ �i i . I..' 1♦i►� !�. ♦♦t o TO ALL FRAMINv, EDGE NAIL WITH 1 Od COMMON RING 4"x6'PF#2 S ►P♦ os s...�o � ��►iii•I�� 0 ,.. � .. � .e♦ ,. ♦, `it �•di+Ji v9i �y�ii•. 9` � a ♦•i ...♦� ! S�. �•.!�♦ �L•a• • ♦�di„d• •� _e♦ .� •,.. ►i..'. Ow•i• �0►�►♦ !Oi �i.0a�i9 ►1►♦ii♦9 ♦� ►< • It ►�i� �•. ►♦�♦< ►♦, , .. � �a ► •< O. ♦�i ♦ ♦.•ii AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND q I . ..•'s .N:+:•�e.•..e��:...ti..ee�►.R�..•.r..e�,�►:...�.+ GIRDER_ I I PROVIDE 1 /8" GAPS AT ALL PANEL EDGES U.N.O. BY ." x FOUNDATION ( - �j I SD2 N mOZ TYPICAL 1 1.) 4 TYP SD2 L.�.,I It n ACCESS I I I I I0 TYP i !� I - !► - • C.1/) = =i __ 2 8I - �- - • - -I- 14°I. I 1t 1 I (O , SUBCONTRACTOR. = D I 0 I - I O GONGRESE PJER_BLOGKS I II', I 11: I TO THE ENGINEER OF RECORD. ALL EXPOSED FRAMING SHALL BE PRESSURE i � iz1 �� - - WITH 1 6' SQUARE x 1 2" THICK APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S � I I WRITTEN GUIZ;ELINES. F2 N 1 4. FOOTING - TYPICAL II II I 11. I II 11.1 _l�� �_mAp' . " IIII! SD2 TYP 5'- T,5._'O5'-0" 5'-6" 1. OI 3/4" PLYWOOD TdO OVER u) .2'. x6 DF#2 FLOOR JOIST AT 1 &"c/c. - TYP. q]-�I 8 8 - R i � D -- �] B -- � 6- I It �S_ r FV FV,FV I - .= 7 - -::.;: - _.-_-7P1 I I'll (V _ _ _ _ _ _ _ _ _ _ _ _ -r-_ _ _ _ _ _ _ _ _ '" 24x24 .24;.24 24x24 F2 F2 I F2 NOTE: PROVIDE 2" MINIMUM SIDE CONFIRM PORGH DIMENSION IS W/ FLOOR PLAN COVER FROM EACH COLUMN 2..-14'- 1 " L 11'_5" 2„ BASE TO EACH EDGE OF SLAB. 25--b" L 25-6" 5 1'-O" %, 1 j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS IV < 2218q 5AMSON AVENUE, CORNING, GALIFORNIA g6021 .A ,"`PHONE: (530) 32 1-1242 CELL ,Py'1 EMAIL ADDRESS: Max@C.ad Mama.GOm SUMMIT STRUGTURAL DESIGN - STRUCTURAL E'' 383 RIO LINDO AVENUE ♦200, CHICO, GA g5g26 (530) 5q2-4407 WORK EMAIL ADDRESS: Ryland@SummitGhico.com FV I ;I I �',I FV I � P - z -1 EL 0 -1 LL z 0 0) z W I Q 2 Q v 0_ EL I v LL z TYP 0 I N O 1 It REVIEWED FOR (CODE COMPLIANCE AUG i 0 2016 RR_ AND ASSOCIATES 5.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY ,1 t` I I - :�•-* iv♦•ii, 'writ:!" ?1.'.•:i�?: ♦°►i�iiili.�•i�'►i❖ii!ii��`►i ►%' � ! •i :•!'.•i t* •=*•♦' �•'4• •i •i•0 *i .•ai ►♦♦ %i� q.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM • � ♦<s:•�•.. .��►ii ..:* SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 10.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA RATED 5HEATHIN6 OR RATED STURD-I-FLOOR, SPAN RATING 45/24 (24 FOR STURD-I-FLOOR), EXPOSURE - !► - I - 1 STRUCTURAL PANELS, APPLIED WITH LONG • - - • i�`y,9•v♦i♦���7.99�a�i♦ti�►:,�i�i♦i ► �i ►i � �� V�♦i♦�y�,>►T►♦afii.:�i'N.♦�♦,♦i��71��♦i♦ii•�y1♦i• +i , • `.•♦ �i i e►ti ri:��♦��yq.�i7i♦i 1♦i►� !�. ♦♦t TO ALL FRAMINv, EDGE NAIL WITH 1 Od COMMON RING - I - S ►P♦ os s...�o � ��►iii•I�� 0 ,.. � .. � .e♦ ,. ♦, `it �•di+Ji v9i �y�ii•. 9` � a ♦•i ...♦� ! S�. �•.!�♦ �L•a• • ♦�di„d• •� _e♦ .� •,.. ►i..'. Ow•i• �0►�►♦ !Oi �i.0a�i9 ►1►♦ii♦9 ♦� ►< • y pi _e♦ „♦♦ �.♦N•i�O ►�i� �•. ►♦�♦< ►♦, , .. � �a ► •< O. ♦�i ♦ ♦.•ii AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND � rr Ir • . ...•vO �setieae0...�ee'�A....t.<L• . ..•'s .N:+:•�e.•..e��:...ti..ee�►.R�..•.r..e�,�►:...�.+ .e• .� PROVIDE 1 /8" GAPS AT ALL PANEL EDGES U.N.O. BY _ - - - PANEL MANUFACTURER. mOZ F 1 1.) PLUMBING, SPRINKLER, AND MECHANICAL • - I "� - • -I- - • S i !� I - !► - • C.1/) z - �- - • - -I- AND WALL PENETRATIONS WITH FRAMING2 (O SUBCONTRACTOR. U� � 12.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL SE IMMEDIATELY BROUGHT % ''1 15.) TO THE ENGINEER OF RECORD. ALL EXPOSED FRAMING SHALL BE PRESSURE i � iz1 �� - - APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S � �1 WRITTEN GUIZ;ELINES. 1 4. 4 S METAL ETAL HANGERS PER 7/ D 1 AS RQUIRED E UNLESS NOTED OTHERWISE. m 0 15.) -- � COMPLIANCE WITH 20 1 3 GBG FASTENING SCHEDULE, O- I P I P I � � TABLE 2304.q.1, UNLESS NOTED OTHERWISE. 2 p ��������J<::;t^gO:FPif'?;.:.��i'i♦�^S►•:��t�f''��<a��:���►�<�����'�(:1;�♦�.. � y9��J0� • - II - I - I � D•�d0♦►♦►•►00 y►41t i•.e•�♦♦•►.<RO � .►�y♦►►.t yt�• ..�.•♦<!� . �:4 ♦ �. ♦ ► ..o. ♦ .♦ ► . ►00►♦�•,'•OD♦► p�0►♦p►♦► O'►♦•"i�0�.+1�►�iS•i•9�.•ii9r0�0♦•O♦►♦Op O►pD0•�♦►♦003►i'�ii�itiO3••iJ♦Od0•i00� .♦ di'O ♦ ♦♦ ♦ � • • • - ♦• .o❖<._ t+.•<o�'° .•..•►:��ti.� �,.r. s� :._.o.• ..:-•a.. o:+o.+�•o.+.:.�� •fie•.+.��o... ,•♦•,.► by.'•i<.♦• . ♦ ,..��.. .vr<,�_•r.,y.�Q s-<•p..A��.O �.♦ ♦•�.Ad4,.. ►•,.,..�R D:.:•�a�aNa.. S.:♦:♦n as1•:❖:.•:oA:.o•:.♦:•A..�ie....♦...•.. +�-s.:�.000� t►•�.�,♦♦♦•� -I I - • - ••.t+.•:.t.A:•.o+•io..•...i►.+A� �aa•.9♦.•...:+J:tS•�! -- --I I- • - - - I • - I - %, 1 j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS IV < 2218q 5AMSON AVENUE, CORNING, GALIFORNIA g6021 .A ,"`PHONE: (530) 32 1-1242 CELL ,Py'1 EMAIL ADDRESS: Max@C.ad Mama.GOm SUMMIT STRUGTURAL DESIGN - STRUCTURAL E'' 383 RIO LINDO AVENUE ♦200, CHICO, GA g5g26 (530) 5q2-4407 WORK EMAIL ADDRESS: Ryland@SummitGhico.com FV I ;I I �',I FV I � P - z -1 EL 0 -1 LL z 0 0) z W I Q 2 Q v 0_ EL I v LL z TYP 0 I N O 1 It REVIEWED FOR (CODE COMPLIANCE AUG i 0 2016 RR_ AND ASSOCIATES 5.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING G:\Users\Lynn\Documents\Ghief X8 Plan5\5teck 6 Long\Steck 4 Long Residence.layout OWNER: JOSEPH STEGK 6 KATHY LONG (530) 5&1-3-705 HOME (530) 382-0848 CELL EMAIL ADDRESS: Long Kathy@GMail.com ARGH D (24" x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTINS EY: MIN (530) 8 q 1-0585 ylq _YGAMCRE VALLEY RDA,^.. C'2 o, CALEFCRNIA q 5,113 LYNNSmiTH3 2®ATT.NE- ENERGY GALLS BY: `- 1,,r GOLDEN SUN .� ,.DESIGNS �� �� MAX RAMIREZ 011111 110%ft, j��/o i/"A % �/ rii %/! r . „a/ii G I ////ia/fiip�i/�j�i; j ,,� K. / '/eC" '. d, 'r • z .. 1ir. i 1 7/1512016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEERS STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH 110 •• fn L r - O 0 cr 94- U) I luZu- v® - N Zlimmitzzm Ul O 1 .Q u- r V/ '` JU V O W I _ to I Ovz NO D tu -1 7_ O V Q v luwC- M.WV 0 ul Y � K®6-0) F- Asiv �tw CA It 0) 7- 10 0 ---� 0 zz OUkn W a-yw0 ~z O��W QKW_� 73 Z-1 OQw< u 1 100 LI\/A E3L-E: 1 6 1 1 SgFt TOTAL OARAOE: O SgFt _COVERED PATIO: 2-16 SgFt FRONT _435 SgFt REAR l 1 1 SgFt TOTAL DATE: -7/19/2016 SCALE: SHOWN tatt I 8TOR U SHEET 0 COPYRIGHT 201 6 ''MMrr J L JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY ,1 t` CHICO, GA g0RE 5q-75 TO FOUNDATION. (530) 8111-0585 WORK q.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 10.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA RATED 5HEATHIN6 OR RATED STURD-I-FLOOR, SPAN RATING 45/24 (24 FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION HCROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMINv, EDGE NAIL WITH 1 Od COMMON RING SHANK NAILS OR EOUIV. (O.1 48" DIA X 3") AT 6" O.G. Lij AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND w WHERE INDICATED ON PLAN. FIELD NAIL AT 1 O" O.G. PROVIDE 1 /8" GAPS AT ALL PANEL EDGES U.N.O. BY j 5/8" GYP. BD. ROOF OVSRHANG IGAL, U.N.O. ROOF PLY 1 1/5"X 1 1 /8" ANGLE W/ (2) 1/4" X 2" LONG LAG BOLTS INTO TOP ROOFING MEMBER - TYPIGAL. qj�_45 deg R SEISMIC RESTRAINTS (4) DIRECTIONS. ANGLE W/ NUTS $ WA5HER5. 1. FURNACE SHALL BE LOGATED WITHIN 20' OF THE ATTIC ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX 50)E. 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. H\/AG GONNEGTION DETAIL SCALE: 1/2" - 1'-O" 1 3 ATTIC INSULATION CONTINUOUS RIDGE VENT b s_ TRUSSES @_24'_G/C DESIGN $ GALG5 BY OTHERS 1/2" GYP. BD. 2" x 4" STUDS @ 16" G/G 3 -COAT 51 JGGO: APPLIED OVER 2 LAYERS 2" X 6" 5TUDS @ 16" G/c OF GRADE D PAPER. 3/4" PLYWOODSUBFLOOR_ OVEQ 2"x6" DF#2 FLR JST @ 1 6" G/r- ) NEEP )WEEP SCREEDS: ' ABOVEPAVED AREAS. 'ABOVE SOIL. COMPOSITION RO.OFING_ OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 05B WITH 5d'5 AT 6", 12" C/G. PITCH 4 / 12 0— ATTIC BATT INSULATION 5/8" (5YP. BD. EDGE NAIL ROOF PLY AT DRAG TRUSS POWNSPOUT CONNECT TO YARD DRAIN DOWNSPOUT CONNECT TO YARD DRAIN L5TA_1 5 STRAPS PER 6/5D3 EDGE NAIL ROOF PLY AT DRAG TRUSS NOTE: PROVIDE RADIANT BARRIER. ROOF VENTILATION: SEE ROOF PLAN b ROOF VENTILATION GALLS. -------------------- IN5ULATION VfLUES: �7/OR'(-EP/ R-49 ATTIC INSULATION R SEISMIC RESTRAINTS (4) DIRECTIONS. ANGLE W/ NUTS $ WA5HER5. 1. FURNACE SHALL BE LOGATED WITHIN 20' OF THE ATTIC ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX 50)E. 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. H\/AG GONNEGTION DETAIL SCALE: 1/2" - 1'-O" 1 3 ATTIC INSULATION CONTINUOUS RIDGE VENT b s_ TRUSSES @_24'_G/C DESIGN $ GALG5 BY OTHERS 1/2" GYP. BD. 2" x 4" STUDS @ 16" G/G 3 -COAT 51 JGGO: APPLIED OVER 2 LAYERS 2" X 6" 5TUDS @ 16" G/c OF GRADE D PAPER. 3/4" PLYWOODSUBFLOOR_ OVEQ 2"x6" DF#2 FLR JST @ 1 6" G/r- ) NEEP )WEEP SCREEDS: ' ABOVEPAVED AREAS. 'ABOVE SOIL. COMPOSITION RO.OFING_ OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 05B WITH 5d'5 AT 6", 12" C/G. PITCH 4 / 12 0— ATTIC BATT INSULATION 5/8" (5YP. BD. EDGE NAIL ROOF PLY AT DRAG TRUSS POWNSPOUT CONNECT TO YARD DRAIN DOWNSPOUT CONNECT TO YARD DRAIN L5TA_1 5 STRAPS PER 6/5D3 EDGE NAIL ROOF PLY AT DRAG TRUSS NOTE: PROVIDE RADIANT BARRIER. ROOF VENTILATION: SEE ROOF PLAN b ROOF VENTILATION GALLS. -------------------- IN5ULATION VfLUES: R-49 ATTIC INSULATION R-23 WALL INSULATION R-30 UNL'ERFLOOR INSULATION R-2 1 INTERIOR WALL TO ATTIC INSULATION ----------------------------------------- -- - — • \\\��i y\. .\\\h�p�c ,rip�HJi' �ii�iip� r\\\Lr, \LrJ'y�� �'yOk �\ \r'�r\' Crr�rr�h\\ � �ri0,0 9�6 � \•yr�4Q� CONCRETE PIER: W/16"Sax 12"DEEP CONCRETE FOOTING jr A 3 SCALE: 1/4"= 1'-O" 4"x6" DF#2 GIRDERS 2" x 6" 5TUDS @ 16" c/a 3_60AT STUCCO: FASCIA_4 CA CONN APPLIED OVER 2 LAYERS P TO 2 OF GRADE D PAPER. DOWNS5POUTS D LANDINGS; THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR 5TORI, 5GREEN DOOR, DOES NOT 5WING OVER THE LANDING. 4' GONGRETE SLAB GRAVEL FILL III FINISHED GRADE FOUNDATION DETAILS_ SEE STRUCTURAL PAGES FOR DETAILS PITCH 4/12 SCALE: 1/4" = 1'-O" 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2) ROOF PITCH SHALL BE 4:12, TYPICAL. 3) ROOF OVERHANG SHALL BE 30" AT OVERHANG 0 24" AT GABLE ENDS, UNLESS OTHERWISE NOTED. 2322 SOFT OF ATTIC 150 DIVIDED BY 150 15.48 SOFT OF REQUIRED NET FREE VENTILATION AREA (NEVA) ---------------------- ---------------------------------- _6ABLE ENP VENTS S 4/12 TRIANGLE_GABLE_V!.N.T --- 14.0 SOFT - (4) 2 1"x 108" TRIANGLE GABLE END VENT (504 30 IN EACH) -3.50 SOFT BY BUILDERS EDGE OR EO. 14.0 SOFT OF UPPER NFVA RECTANGULAR SAVE VENT_5_=NOT 1N_A YY.ILI, _7 89 SOFT - ' 1 6) 5 1/2"x22 1/2" EAVE VENTS ('71 50 IN EACH) - 0.493 SOFT BY CONSTRUCTION METALS OR EQUAL 7.89 SOFT OF LOWER NFVA ------------------------------------------------------------------------ 21.89 TOTAL SOFT OF VENTS (NFVA) )I,,a<j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS �!""��,,, SUMMIT 5TRUGTURAL DE516N - STRUCTURAL E ��F2218q SAMSON AVENUE, CORNING, CALIFORNIA 96021 jj;yy;y 330) IO 21ND007 WORK #200, CHIGO, GA 95926 .� PHONE: (530) 321--1242 CELL?rr�!�/�i 1T� EMAILADDRE55: Max®GadMamacom ,;y';;yy',,j EMAILADDRE55: Ryland®5umm(tGhlco.com 1/2" x 15 1/2" 24F -V4 GLB 3) t50 STRAP SM AT E 1/2" x 15 1/2" 24F -V4 GLB 4SF _OUT :' T TO TRAIN 30 STRAP STOP AND 15 STRAPS /SD3 3" DF#2 HEADER '. U.N.O. EAVE _ROOF PLAN_5TRUGTUKAL_NOTE_5: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD 1 -517)3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RA7ED5HEATHIN6, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJAGENY PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH Sd COMMON OR EQUIVALENT (0.1 3 1" DIA X 2 1/2") AT b" O.G. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDIGATED ON PLAN. FIELD NAIL AT 1.2" O.G. PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. 5.) PROVIDE 4X6 P05T MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. (0.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, P ND POST TO POST (:-,ONN'S WITH (2) ST22 STRAPS MIN. AND A55 GLIP5, PERM 11 # U.N.O. PER PLAN AND DETAILS. BUTTE COUNTY DEVE -7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND LOPMENTSERVICES FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT —REVIEWED FO TO THE ENGINEER OF RECORD. ��""yy 1� - �("+C E G 5.) ALL EXPOSED FRAMINSHALL BE FRESSURE c; LI / TREATED WITH TREATMENT PROCESS AND APPLICATION CAT= APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S � WRITTEN GUIDELINES. 9.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN 5161NED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD REVIEVVE AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. FOR CODE COMPLIANCE 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, uU r q Q TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 2016TRE AND ASSOCIATFS G:\Users\Lynn\Documents\GhieF X8 Plane\Steck 6 Long\Steck B Long Residence.layout. OWNER: JOSEPH 5TECK d KATHY LONG (530) 581 -3705 HOME (530) 392-0848 CELL EMAIL ADDRESS: Long.Kathy@6Mail.com ARCH D (24" x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRAGTC2 / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTION5 BEFORE CONSTRUCTION BEGINS. DRAPTiNb EY: (s3o1 as 1-ogas 1 q YGAMCRE VALLEY RDA= CP;60, CALIFORNIA g 5 117 5 LYNN5MITH3 2®ATT.NET ENERGY GALLS BY: 1070I./ GOLDEN SUN w_aESIGNS MAX RAMIREZ r%riip 7/15/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'5 STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER 516NED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. ljl J vd J � U1 vu o d CL — v �0=�wvm jZQ0zJ L I v 0 O�Oj .7 or. ������ �OUNDATION��j / 1 1 Ov 6FG1 / v/j / /v// C] �t . 0 I 0 4 FUTURE HOT_TUB: PROVIDE STUB AND JUNCTION BOX. CONFIRM LOCATION. EXTERIOR REGEPTAGLES: SEE NOTE 2q. HVAG GOND-UNIT: SEE ELECTRICAL NOTE 32 a ENVIRONMENTAL QUALITY NOTE 11. BATHROOM REGt�PTA"Z5: SEE NOTE 20. BATHROOM-1-I6,HTS: SEE NOTE 2 1. BATHROOM EXHAUST FANS: SEE NOTE 23. TUB OR SHOWER FIXTUR€S: SEE NOTE 22. TOILET -ROOM: SEE NOTE 25. ELECTRICAL SERVICE=: PROVIDE SWEEP FOR FUTURE POOL. GFCI ° ELECT SERVICE; 200 AMP SERVICE 36" CLEAR OF DOOR OR WINDOW 45"H MIN. -75" MAX. "CONFIRM LOCATION' D FAN_W/L16HT; SEE NQTE 7. SEE O JETTEDTUB5 PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR. PROVIDE A GFCI BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. v L_ T5: O' RADIENTHEEAT: ANGLED HA,TGHED AREA REPRESENTS LOCATION OF RADIANT HEAT FLOORMAT INSTALLED IN/ PROGRAM DEVISE. 101 L q L.E.P. V Mr r mii Ep 11 E EXH UST FA 1 OT MIN. 4.2 LO Uv s T 0C RMO L: NOTE 6. VACANCY SENSOR rwo E HOUSE FANl ' SEE N TE 6. GFC DOOR CHIME 91„1 e LOCATION L.E.P. �O ALAR 5: E NOTE Jr SMOKE/G.O. LA_ S; p I yVHO �I OUSE _VENTILATION: , • - - I US, FOR THE WHOLE HOUSE PROVIDE. •- NTILATION REQUIREMENTS. SEE SEEN TE 13. V NOTE 24. I FAN_W4LIGHL: 1, o OCCUPANCY ■ qyq SEN50R ri-Mr-4-14-pe-I a.;.,.;.,.•. CLOSETS-O•ir�^,��� NOTE 15. LOCATION SEE NOTE 1 q. V O w DRY R OUTLET: SEE O JETTEDTUB5 PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR. PROVIDE A GFCI BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. v L_ T5: O' RADIENTHEEAT: ANGLED HA,TGHED AREA REPRESENTS LOCATION OF RADIANT HEAT FLOORMAT INSTALLED IN/ PROGRAM DEVISE. 101 L q L.E.P. V Mr r mii Ep 11 E EXH UST FA 1 OT MIN. 4.2 LO Uv s T 0C RMO L: NOTE 6. VACANCY SENSOR rwo E HOUSE FANl ' SEE N TE 6. GFC DOOR CHIME 91„1 e LOCATION L.E.P. �O ALAR 5: E NOTE Jr BATH -ROOM RECEPTACL€5: SEE NOTE 20. BATllROOM�.IGHTS: SEE NOTE 2 1. BATHR_O.O_M -EXHAUST-FANS: SEE NOTE 23. TUB OR SHOYVER�XTUR€5: 5EE NOTE 22. TOILET ROOM: SEE NOTE 25. WP GFCI EXTER10R­FEGEPTAGL.E5: SEE NOTE 2 g. EXTERIOR LIGHTS: SEE NOTE 30. -1W LE.O. SMOKE/G.O. LA_ S; !' I yVHO �I OUSE _VENTILATION: SEE NOTE 1 8 X240 KEEFER FER ROAD. 6HIO�4.,/"`, rA THE AUNDRY EXHAUST FAN TO BE C5ITV I US, FOR THE WHOLE HOUSE T 4 /I NTILATION REQUIREMENTS. SEE SEEN TE 13. V NOTE 24. I FAN_W4LIGHL: gw o FLOOR GTRIGAL NOTE 1. OUTLETS \ DOOR BELL SEE OTE 16. LOW V. NOTE 15. LOCATION V O w DRY R OUTLET: WP GFCI qYV SEE N TE 1 1. E 1. 9w GF PROT€GLON ON I G NTERTOP RECEPTACLE 4FiN/1-1(�HT: / L.E.D. _ EXTERIOR- REGEPTAGLES: ° DvD SEE NOTE 2q. LA HOLDERS_ D ° SE TE 5. NOTE: EXTERI16H15; D D SEE NOTE O. O-N--DEMAND_W.H. IN ATT14 FUSE5, 5WITGHE5 8 THEIR ACGE55ORIE5 TO 1. 120Y RECEPTACLE WITHIN BN IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. AGGE551BLE W/ NO OBSTRUCATIONS. _NOTE: 2. PROVIDE GATEGORY III OR IV VENT, v p �� OR TYPE B VENT W/ STRAIGH PIPE C5/1v v BETWEEN THE OUTSIDE TERMIN TION REQUIREMENTS FOR GROUNDING d BONDING. D B THE SPACE WHERE THE WATER` NOTE: HEATER 15 INSTALLED. ALL LIGHTING SHALL BE HIGH EFFICACY. m 3. CONDENSATE DRAIN NO MORE T AN CHRIST LICzHT REGEPTAGLES: 2" HIGHER THAN UNIT BASE ALLO NG GFCI SEE NOTE 31. BED ODM: p ° DRAINAGE WITHOUT PUMP EXTERIOR A5515TANGE. 15.) S OKE_DETEGT-ORS: FRC VIDE A SMOKE DETECTOR IN EACH BEDROOM 8 ON -1-16H15: 4. PROVIDE MIN. 200,000 BTU/HR SCALE: 1/4" - 1'-0" SEE NOTE 30. SUPPLY LINE. SUMMARY - BATHROOMS WP BA UP SMOKE $ CARBON 4ONOX1DE ALARM IN HALLWAYS ADJACENT TO - GFCI GHRIST_MAS_LIGHTRECEPTAG 5: BE ROOM? ° SEE NOTE 3 1. BATH -ROOM RECEPTACL€5: SEE NOTE 20. BATllROOM�.IGHTS: SEE NOTE 2 1. BATHR_O.O_M -EXHAUST-FANS: SEE NOTE 23. TUB OR SHOYVER�XTUR€5: 5EE NOTE 22. TOILET ROOM: SEE NOTE 25. WP GFCI EXTER10R­FEGEPTAGL.E5: SEE NOTE 2 g. EXTERIOR LIGHTS: SEE NOTE 30. -1W LE.O. I 1 Tr -HEN _LIGHTINO: !' I yVHO �I OUSE _VENTILATION: 5 NOTE 12. X240 KEEFER FER ROAD. 6HIO�4.,/"`, rA THE AUNDRY EXHAUST FAN TO BE C5ITV I US, FOR THE WHOLE HOUSE N E /I NTILATION REQUIREMENTS. SEE SEEN TE 13. V NOTE 24. I GON LOCATION OF gw UNDER GAB- PUC- Y=s X NO 2 x 2 = 4 FLOOR GTRIGAL LE.DI LA ND Y ROAM REGEPT_AG�ES: I OUTLETS GO TERTOP REGE_ ACL€`- SEE OTE 16. LOW V. NOTE 15. qW V O w DRY R OUTLET: D qYV SEE N TE 1 1. E 1. 9w GF PROT€GLON ON I G NTERTOP RECEPTACLE 4FiN/1-1(�HT: / L.E.D. _ ITOF LAUNDRY SIN C51TV _HOLDERS: 5E NOTE 5. L.J. GFC I 1 q qW L.E.P. L.E.D. 'qw L.E.D. 9 w L.E.D. �% nva qW 11:4 RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -51R Tr -HEN _LIGHTINO: D' gW 5 NOTE 12. X240 KEEFER FER ROAD. 6HIO�4.,/"`, rA LOW V. At least 1=0`� of tt e total wattage Of peri-larleW'i ifxtalled ktmim,*es In ti'e kitchen must be it liminaires that are thigh efficact `..imino Tres as civlined in Table 15?' -+C Luminaires Mat are not high efficacy must be snitched separately. LSLA D OR PENINS LA; efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately Lurnina.ire Type Hirth Efficacv ',?Vafts x QLia Mffi = Hugh 'E fficacy10,3its or :fit ier tWatts SEEN TE 13. 4' L.P.D. CAN Yes X No q x 10 = 90 2' L.i-D. PUCK Yes X No 2 x 0 = 0 SMA APPLIANCE_ 1_ GUIT`5: 2 I✓IILB FL- STRIP Yes X No 28 x 0 0 UNDER GAB- PUC- Y=s X NO 2 x 2 = 4 SEE N TE 14. TOE KICK Yes X No 0.5 x 0 = 0 Yes No x = GO TERTOP REGE_ ACL€`- 911 L.E. LOW V. NOTE 15. qW V O w .E.D. D qYV 'qw L.E.D. 9 w L.E.D. �% nva qW 11:4 I� EXTERIOR LIGHTS: I(\ SEE NOTE 30. D D � v ° ® ° I D WP GFCI D ° v � EXT><RI_ R RI EPTAGLBS: ° SEE NOTE q. D D D D v v v D D v D ,,p D v vp v D LAMP HOLDERS: SEE NOTE S. © qw L.E.D. CHRISTMAS LIGHT RECEPTACLES: SEE NOTE 3 1. WP GFCI RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -51R m Project Title 'Date ARG-FAULTGROUND_FAULT_SIROUIT-INIERRUPTER NOTE: X240 KEEFER FER ROAD. 6HIO�4.,/"`, rA I 5/5/241 b At least 1=0`� of tt e total wattage Of peri-larleW'i ifxtalled ktmim,*es In ti'e kitchen must be it liminaires that are thigh efficact `..imino Tres as civlined in Table 15?' -+C Luminaires Mat are not high efficacy must be snitched separately. Kitchen Lighting Schedule, P!o,,gde the frit€awi'ng information for all luminaires to be installed ii1 kitchens.. efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately Lurnina.ire Type Hirth Efficacv ',?Vafts x QLia Mffi = Hugh 'E fficacy10,3its or :fit ier tWatts 6'L-E.D. GAN Yes X No, 13 x 0 - 0 4' L.P.D. CAN Yes X No q x 10 = 90 2' L.i-D. PUCK Yes X No 2 x 0 = 0 4 SULB FL-. STRIP Yes X NO 56 x 0 = 0 2 I✓IILB FL- STRIP Yes X No 28 x 0 0 UNDER GAB- PUC- Y=s X NO 2 x 2 = 4 LE -D_ PI INI Yes X No q X 2 = 18 TOE KICK Yes X No 0.5 x 0 = 0 Yes No x = Total: A' 112 B D COMPLIES IF A ? B Yes X NO I� EXTERIOR LIGHTS: I(\ SEE NOTE 30. D D � v ° ® ° I D WP GFCI D ° v � EXT><RI_ R RI EPTAGLBS: ° SEE NOTE q. D D D D v v v D D v D ,,p D v vp v D LAMP HOLDERS: SEE NOTE S. © qw L.E.D. CHRISTMAS LIGHT RECEPTACLES: SEE NOTE 3 1. WP GFCI GALORFEN N -OT E: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION E RETAIN 501L RUNOFF ON THE SITE: A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO F.ETAIN STORM WATER ON THE SITE. B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORGING AGENCY. G.) COMPLIANCE Y4ITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. I-J� , METHODS TO MANAGE SURFACE _WAIER_I� _N�UDE: 5WALE5, WATER COLLECTION .4ND DISPOSAL / o SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS b OTHER WATER MEASURES WHISH KEEP SURFACE WATER AWAY FROM BUILDIN05 AND AID IN GROUNDWATER REGHAROE. �•� i'i o0 ------------------------- E) GRA EL DRIVEWAY \\ _DRIVEWAY GONG/F\AINW T ASHOUT .\ �, `" •,�� CE) ELECTRICAL SERVICE'j,, \ /CONNECTED TO OVERHEAD % TEMP. PORTA-POTTY-LOCATION (E)_SEF'TIG -4 LEACH FIELD: 1 ELEGTRIGAL SERVICE. \. E) GONG. PAI'JO \ AS, PER BUTTE COUNTY HEALTH DEPARTMENT REQUIREMENTS. _FE) WELL LOCATION 5SEPTIC FREEAREA 10'LEACH FREE AREA .• NIG l \ 01' 'JO �J \ vRADIN6: GROUND IMMEDIATELY ADJACENT TO THE lA \ FOUNDATION SHALL BE SLOPED AWAY FROM O H THE BUILDING AT R SLOPE OF NOT LE SST N 6" A III II \ �, �� ���apTp0000npa,I, �",, WITHIN THE FIRST 10'(5% SLOPE) t r•. N i GON& WL� - 5 1' «'' . 0`Ing, o Pao:, � PROPANETANK.: i.0' MIN. FRAM BLDG. NORTH \ \ COVER BARE �o�oo A SOILS W/ STRAW aaoaoa ®� �\ �43 i / \ NO SOILS A SCALE: 1 " - 30'-0" \ STOCKPILE ROLLS �iE) MOBIL� HOME TEMPORARY STRA W\, TO,BE REMOVED 1 6 1 1 SOFT RESIDENCE OPERTY OWNER: '2�' , '• \ G eR N\9 1 429 SOFT GARAGE (WHEN CONVERTED) JOSEPH 5TEGK $ KATHY LONG / n �•,s 42411 KEEFER ROAD PROPOSED RE5VENGE • �\ __ 7A1_ SOFT PORCH PHONE(530)551-3705 HOME s's 3-751 SOFT TOTAL PHONE (530) 3112-0848 CELL \ _ All CONTRACTOR: UNKNOW AT THIS TIME \ � SLOPE- 0\ 52,433 SOFT LOT \ oaoP7�g SITE_ADDRESS: \ -'1001 7.2% LOT COVERAGE 424q KEEFER ROAD CHICO, CALIFORNIA q 5 q7 5 CONSTRUCTION PERIOD: APPROX START: 6/15/.201 6 APPROXEND: 6/15/2017 EROSION GONTROL_PLAN: 1.) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING PERMIT. 2.) THE CONTRACTOR SHALL BE RFSPON51BLE FOR EROSION CONTROL. 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH d APR. 15TH, OR WHEN RAIN 15 FORGASTED. 4.) SOILS, TRACKED OFF SITE INTO STREETS SHALL BE GLEANED UP AT THE END OF EACH WORK DAY. 5.) INACTIVE 501L STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORGASTED RAIN EVENT. 6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED e, ADJUSTED ASGORDINGLY AS THE 51TE CHANGES & AFTER RAIN EVENTS. 7.) EROSION CONTROL MEASURES SHALL BE MAINTAINED 6.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. $ TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED CONCRETE WASHOUT 15 A VIOLATION OF LAW d SUBJECT TO FINE. -- V•4 MAX KAMIKCL - UCJL.L/CN =UIN VL7Ivn - GINI I I...S­ � 221 8g SAMSON AVENUE, CORNING, CALIFORNIA 116021 PHONE: (530) 32 1-1242 CELL EMAIL ADDRESS: Max@CadMama.com v KEEFER ROAD ,OFT 1 /2p PENMIT# ~ l �� 5,,• FUTi•r_ -ky ,atY rvEL `ri_ FiviCl-S- \ REVIEWEDFOR COD F M PII , E - DAZE - BY 5UMM1T 5TRUGTURAL DESIGN - STRUCTURAL tl 383 RIO LINDO AVENUE #200, CHICO, GA 95-126 (530) 5q2-4401 WORK EMAIL ADDRESS: Ryland@SUmmitGhico.com G:\Users\Lynn\Documents\Chief XB Plans\Steck d Long\Steck S Long Residence.layout OWNER: JOSEPH STEGK d KATHY LONG (530) 581 -3105 HOME (530) 3q2-0848 CELL EMAIL ADDRESS: Long.Kath-�@GMail.com ARGH D (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTIN$ BY: RH {53O) Sq 1-0585 1 q-YGAMCRE `✓ALLEY RCAD CWCO, CA.LIFOiRWA g54115 LYNNSMITHS 2®ATT.NET ENERGY CALC5 BY: 1,' GOLDEN SUN `� O�DESIGN5 '07 f,` MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER 516NED BY THIS ENGINEER FOR EACH .. m L ARG-FAULTGROUND_FAULT_SIROUIT-INIERRUPTER NOTE: oA�� �:- lu 0� U) I Q V PROTECTION; PROVIDE READILY ACCESSIBLE CAPABILITY TO Y I O Q ® SEE NOTE 2. CIRCUIT BREAKER 5, DISCONNECTS, FUSES, THEIR ACCESSORIES. CENTER OF ^ O IDMI V O w D OQz TAMPER-_RESISTA NT REG EFTAGLZ5.: SEE NOTE 3. 5WITCHES 6 THE SUB PANEL GRIP NOT MORE THAN 6-7" O C ° DvD RE_GEPTAGLE LOCATIONS: ABOVE FLOOR. GEC 404.8 D ° SEE NOTE 4. NOTE: D D LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSE5, 5WITGHE5 8 THEIR ACGE55ORIE5 TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. v D _NOTE: v p �� COMPLY WITH CEG, ARTICLE 250 D v REQUIREMENTS FOR GROUNDING d BONDING. D NOTE: ALL LIGHTING SHALL BE HIGH EFFICACY. D BED ODM: p ° 15.) S OKE_DETEGT-ORS: FRC VIDE A SMOKE DETECTOR IN EACH BEDROOM 8 ON LOCAL VENTILATION RATE SCALE: 1/4" - 1'-0" EA H FLOOR OF THE DWEL SM KEARBON MONOX', INC. ALARM5:- PROVIDE A HARDWIRED WITH BATTERY SUMMARY - BATHROOMS BA UP SMOKE $ CARBON 4ONOX1DE ALARM IN HALLWAYS ADJACENT TO BE ROOM? ° BATHROOM FAN FLOW - 50 GFM EACH SMOKE d CARBON t-kC NOXIDE ALARMS ARE TO BE INTERCONNECTED IN NUMBER OF BATHROOMS = 2 UGH A MANNER THAT T` ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF HE ALARMS. ELEGTRI:.AL SHALL BE IN -STALLED PER THE 20 15. G.E.G.. I ) FOR BEST RESULTS, I 5E DUAL IONIZATION d PHOTOELECTRIC SENSOR DUCT SIZE - 4 INCH faLL AREAS: 1.) REFER TO THE MANDATORY MEASURES FOR RESIDENTIAL_1-1GHTNSz M®KE ALARMS. 1 9J G 05€TS.LIGHT�: PER G. .G_ MAX. ALLOWABLE DUCT LENGTH = 'TO FT. ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE I­ ROOMS: D BAT 20J B THROOiREGEPTAGL OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20- LOCAL VENTILATION RATE MANDATORY ENERGY LIGHTING REQULZEMENTS THROUGHOUT. AM ERERA GH CIRCUIT. GH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER SUMMARY - KITCHEN 2. ) BRANCH CIRCUITS; PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT- INTERRUPTER PROTECTION TO ALL 120 -VOL -T, SINGLE PHASE, 15 AND 20 -AMP GE ART. 210.1 1 ((-) (3). 2 1.) B THWOOM LIGHTp9a PRO IDE HIGH EFFIGAGY LIGHTING IN THE BATHROOM OR KITCHEN FAN FLOW = 150 CFM BRANCH CIRCUITS SUPPLYING OUTLETS. GEC ART. 2 10.12 (B). PR VIDE A "MANUAL ON - A TO OFF" OGGUPANGY LIGHT 5WITGH. 22.) L S(�_JTU 5HOER ENCLOSURES: TO BE LABELED 'SUITABLE HT FIXTURES OW NUMBER OF KITCHENS = 1 3.) F EGEPTAGLES:_ BELOW ALL 1:25 -VOLT, SINGLE PHASE, 15 AND 20 -AMP REGEPTAGLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEC _ FO DAMP LOCATION" PER EG ART. 4 10. 10 (A) 6 (D). ART. 406.12. 23.) B HRoom MEGHANIC-,A EXHAUST FANS: DUCT SIZE - S INCH 4. ) RE<'EPTASLE-LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT .) FANS SHALL BE ENE w,6Y STAR COMPLIANT AND BE DUCTED TO MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL 5Pr CE 2 -FEET OR MORE ERMIN�,TE 19UT50L E TH .) UNLESE�J"UNGTIONINI BUILDING. AS, A COMPONENT OF A WHOLE HOUSE MAX. ALLOWABLE DUCT LENGTH - NO LIMIT IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAY5 AND SIMILAR ENTILATIO'd SYSTEM, FNNS MUST BE CONTROLLED BY A HUM10157AT WHOLE BUILDING VENTILATION OFENIN65 SHALL HAVE A RECEPTACLE. GES ART. 2 10.52 (A). HIGH SHALL BE READI Y ACCESSIBLE. 5.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT .) HUMIDISTAT GON{ R. LS SHALL BE CAPABLE OF ADJUSTMENTS RATE SUMMARY WEIZ,HS MORE THAN 6 POUNDS OR EXCEEDS 1 (v INCHES IN ANY DIMENSION ETWEEN A RELATIVE H JMIDITY RANGE OF 50% TO E O%. FAN FLOW 2060 CFM SHALL NOT BE SUPPORTED BY THE 5GREW SHELL OF A LAMP HOLDER PER GEG 15ATHROO_M NQTTTT€: F� THE PURPOSES OF THIS NOT? , A BATHROOM 15 A CONTINUOUS - SECTION 514.23. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT F 1,00M WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER W HOLE HOUSE FAN FOR CEILING (PADDLE) FANS PER GEG SECTION 3 14.21 (A) b (D). MOMBINATION. 6. ) WHOLEHOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) 24.) OLE_BUILDIN&VENTIL- ION: ONE OF THE BATHROOM EXHAUST FANS, AS DUGT 51ZE = 1 6 INCH WHISH CLOSE WHEN THE FAN 15 OFF. THE QUALIFYING YiNOLE-E JILDINO VENTILATION FAN, SHALL COMPLY WITH THE 7.) CEILING FAN5 Y4/LIGHT: FLOURSGENT W/ 5WITGH OR INCANDESCENT W/ FOL LOININO: p DIMMEf, SNITCH. MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. .) DA MINIMUM CFM RATI OF 75 CFM. MAX- ALLOWABLE L�UGLLENC7TH__=�`:O-LIMIT 5.) YHERMOSTA25_ SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. .) BE RATED A MAXIMU OF 1.0 BONE. Ofan -FAN FLOW RATE (Gfm) 9. ) EXHAUST FANS_ PROVIDE A MIN. OF 50 CFM ^ANS (20 GFM FOR CONTINUOUS .) THE CONTROL SWITG MUST BE LABELED AS THE WHOLE -BUILDING VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. I IENTILATION FAN 5HOU D OPERATE WHENEVER THE HOME 15 OCCUPIED. Afloor - CONDITIONED FLOOR AREA 10.) PROVIDE 57UB FOR LANDSCAPE LIGHTING d IRRIGATION TIMER. (CONFIRM) p8 25.) T I ET�OONP5:- INSTALL =LUORESCENT OR OTHER G.E.G. APPROVED LIGHTING NIL =_NUi�BBR- F BEDROOMS (MIN _1 1 1.) MAIN ELEGTRIGAL SERVICE_ PROVIDE 200 AMP. VERIFY LOCATION OF MAIN d FIX UKE5 IN ROOIp15 WITH W TER CLOSETS. Ofan = (0.01 X Afloor) + (-7.5 X (Nbr + 1)) SUB PANEL. KITCHEN, PANTRY $ DINING AREAS: GAR GE: v 15 26.) 6 6,RABE RI=GEPTACLES RE REQUIRED TO 3E GFCI PROTECTED. LyHT Ofan = (1 6.1) + (-7-5X(2+1)) 12.) KITCHEN LIC�HTIN(:,: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS 5m rGH TO Hf,VE VAGANGY SENSOR- LIGHTS TO BE HIGH EFFICACY. Ofan = 16. 1 + 22.5 ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-C. 21•) r, 5,RA&E FPREWALL: PR VVE A 24" SEPARATION BETWEEN RECEPTACLE d Ofan = 38.6 (ROUNDED_TO.3 9 GFM) 13.) ISLAND OR PENINSULA: PROVIDE A GFCI COUNTERTOP RECEPTACLE AT THE 5W1 GH PDXES IN THE FIRE ALL (BOXES IN SEPARATE STUD BAYS ARE END OF THE COUNTER. GEG ART. 210.52 (C) (2$3) AND ART. 2 1 O.S. AG EPTABLE.) ° 14.) SMALL AP'nIANGE CIRCUITS: PROVIDE TWO OF: MORE 20 -AMPERE SMALL 28.) A L OUTLET OR REmEPT LE BOXES LOCATED ON OPPOSITE SIDES OF THE APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, OG �PANGY SEPARATION E ETWEEN THE GARAGE AND THE RESIDENCE WILL BE BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND SE AR�ApTED BY A HOFZJZON AL DISTANCE OF NOT LF -55 THAN 24". FLOOR RECEPTACLE OUTLETS. SUCH GIRGUIT5 SHALL HAVE NO OTHER OUTLETS EXT IVR: vv PER CEG ART. 210.52 (B). 15.) GOUNTERTOP.RECEPTASLES IN THE KITCHEN AND DINING ROOMS SHALL BE 2 q.) E TERIGb ZRE SPL LE ALL. OUTDOOR RECEPTACLES SHALL BE WP/GFGI INSTALLED AT EACH WALL COUNTER SPACE THAT 15 12" OR WIDER. RECEPTACLE PR TESTED. GES ART. 2 1 G 30.) TDOOR SIGHTING_ TO 5(3). E HIGH EFFICACY. LOW EFFICACY LIGHTING IS OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE 15 ALL ONED, BUT ONLY IF FIX RES ARE CONTROLLED BY A MOTION DETECTOR 8 MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET ON F T �E FOLLOWING: A. 1 PHOTO CONTROL; OR B.) ASTRONOMICAL TIME SPACE. GEG ART. 2 10.5 2 (G) (1). ALL KITCHEN COUNT --RTOP 15 AND 20 AMP., CL AGEMENT CONTROL SYSTEM (EMGS) 120 VOLT RECEPTACLES WILL BE GFGI PROTECTED. 3 1.J CHRISTMA5.I6HT5 RE GEPTAGLES; PROVIDE OUTLET NEAR TOP PLATE, LAUNDRY 8 UTILITY ROOMS: SWITCHED @ FRONT DOOR - WP/GFCI PROTECTED. 16.) LAUNS2RY d UT-LITY ROOM CEP_TAGLE OUTLE_T5; SHALL BE SUPPLIED BY AT 32.) HVAG_GO_ND.-VNIT; PROVIDE 220v ELECT. DISCONNECT W/ 30"x3O" CLEAR LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER WORK51FAGE b 1 1 Ov WP GFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. OUTLETS PER GEG ART. 2 10.1 1 (C) (2). ATTIC: 1-7.) PRYER OUTLET -PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER SEC. 33J PROVIDE LIGHTS, 5WITGHE5 AND RECEPTACLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. GALORFEN N -OT E: DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION E RETAIN 501L RUNOFF ON THE SITE: A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO F.ETAIN STORM WATER ON THE SITE. B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORGING AGENCY. G.) COMPLIANCE Y4ITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. I-J� , METHODS TO MANAGE SURFACE _WAIER_I� _N�UDE: 5WALE5, WATER COLLECTION .4ND DISPOSAL / o SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS b OTHER WATER MEASURES WHISH KEEP SURFACE WATER AWAY FROM BUILDIN05 AND AID IN GROUNDWATER REGHAROE. �•� i'i o0 ------------------------- E) GRA EL DRIVEWAY \\ _DRIVEWAY GONG/F\AINW T ASHOUT .\ �, `" •,�� CE) ELECTRICAL SERVICE'j,, \ /CONNECTED TO OVERHEAD % TEMP. PORTA-POTTY-LOCATION (E)_SEF'TIG -4 LEACH FIELD: 1 ELEGTRIGAL SERVICE. \. E) GONG. PAI'JO \ AS, PER BUTTE COUNTY HEALTH DEPARTMENT REQUIREMENTS. _FE) WELL LOCATION 5SEPTIC FREEAREA 10'LEACH FREE AREA .• NIG l \ 01' 'JO �J \ vRADIN6: GROUND IMMEDIATELY ADJACENT TO THE lA \ FOUNDATION SHALL BE SLOPED AWAY FROM O H THE BUILDING AT R SLOPE OF NOT LE SST N 6" A III II \ �, �� ���apTp0000npa,I, �",, WITHIN THE FIRST 10'(5% SLOPE) t r•. N i GON& WL� - 5 1' «'' . 0`Ing, o Pao:, � PROPANETANK.: i.0' MIN. FRAM BLDG. NORTH \ \ COVER BARE �o�oo A SOILS W/ STRAW aaoaoa ®� �\ �43 i / \ NO SOILS A SCALE: 1 " - 30'-0" \ STOCKPILE ROLLS �iE) MOBIL� HOME TEMPORARY STRA W\, TO,BE REMOVED 1 6 1 1 SOFT RESIDENCE OPERTY OWNER: '2�' , '• \ G eR N\9 1 429 SOFT GARAGE (WHEN CONVERTED) JOSEPH 5TEGK $ KATHY LONG / n �•,s 42411 KEEFER ROAD PROPOSED RE5VENGE • �\ __ 7A1_ SOFT PORCH PHONE(530)551-3705 HOME s's 3-751 SOFT TOTAL PHONE (530) 3112-0848 CELL \ _ All CONTRACTOR: UNKNOW AT THIS TIME \ � SLOPE- 0\ 52,433 SOFT LOT \ oaoP7�g SITE_ADDRESS: \ -'1001 7.2% LOT COVERAGE 424q KEEFER ROAD CHICO, CALIFORNIA q 5 q7 5 CONSTRUCTION PERIOD: APPROX START: 6/15/.201 6 APPROXEND: 6/15/2017 EROSION GONTROL_PLAN: 1.) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING PERMIT. 2.) THE CONTRACTOR SHALL BE RFSPON51BLE FOR EROSION CONTROL. 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH d APR. 15TH, OR WHEN RAIN 15 FORGASTED. 4.) SOILS, TRACKED OFF SITE INTO STREETS SHALL BE GLEANED UP AT THE END OF EACH WORK DAY. 5.) INACTIVE 501L STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORGASTED RAIN EVENT. 6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED e, ADJUSTED ASGORDINGLY AS THE 51TE CHANGES & AFTER RAIN EVENTS. 7.) EROSION CONTROL MEASURES SHALL BE MAINTAINED 6.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. $ TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED CONCRETE WASHOUT 15 A VIOLATION OF LAW d SUBJECT TO FINE. -- V•4 MAX KAMIKCL - UCJL.L/CN =UIN VL7Ivn - GINI I I...S­ � 221 8g SAMSON AVENUE, CORNING, CALIFORNIA 116021 PHONE: (530) 32 1-1242 CELL EMAIL ADDRESS: Max@CadMama.com v KEEFER ROAD ,OFT 1 /2p PENMIT# ~ l �� 5,,• FUTi•r_ -ky ,atY rvEL `ri_ FiviCl-S- \ REVIEWEDFOR COD F M PII , E - DAZE - BY 5UMM1T 5TRUGTURAL DESIGN - STRUCTURAL tl 383 RIO LINDO AVENUE #200, CHICO, GA 95-126 (530) 5q2-4401 WORK EMAIL ADDRESS: Ryland@SUmmitGhico.com G:\Users\Lynn\Documents\Chief XB Plans\Steck d Long\Steck S Long Residence.layout OWNER: JOSEPH STEGK d KATHY LONG (530) 581 -3105 HOME (530) 3q2-0848 CELL EMAIL ADDRESS: Long.Kath-�@GMail.com ARGH D (24" X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTIN$ BY: RH {53O) Sq 1-0585 1 q-YGAMCRE `✓ALLEY RCAD CWCO, CA.LIFOiRWA g54115 LYNNSMITHS 2®ATT.NET ENERGY CALC5 BY: 1,' GOLDEN SUN `� O�DESIGN5 '07 f,` MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER 516NED BY THIS ENGINEER FOR EACH .. m L r oA�� �:- lu 0� U) I Q V z�.iz�m I O Q IL r V• ^ O Ul V O w OQz O C <w 66 lu IL lel W z J 11. J vA iL J O W (L LIVABLE: 1 6 1 1 5gFt TOTAL OARAsOE: \ 0 SC[Ft � COVERED_ \ PATIO: \ 2 i 6 SCLFt FRONT 435 SaFt REAR \ •i 1 1 SgFt TOTAL \ DATE: \ '1/ 1 q/20 1 6 SCALE: SHOWN ..i lot REVIEV ED t WOW FOR CODE COMPLIANCE SHEET AUG 10 20L TRII3 AND ASSO^It,,TES o COPYRIGHT :2016 YM^ LYNN SMITH - DR\/ALL E �`r� 1 1111 SYCAMORE VALLEY ROAD, CHICO, GA g5g13 , -` ,�=:w.as (530) 8q 1-0585 WORK " "`"° ° (530) 514-0585 CELL u.v"eM�-��joarr.�-• EMAIL ADDRESS: LynnSmith32@ATT.net s 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENTTHE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETCETERA. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANYWAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: WELDING OF STRUCTURAL OR REINFORCING STEEL EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 ('NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHTTO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE ATA MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4 DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADiVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 3. CONCRETE / REINFORCING GENERAL STRUCTURAL NOTES 3. CONCRETE / REINFORCING CONTINUED 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR MORE, (80) BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 5. MASONRY A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTU RAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS„ USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. A) CEMENT MASONRY UNITS SHALL CONFORM TO CBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) Pm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER CBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 80 BAR DIAMETERS OR 3'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND (LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE: MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALLTAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE: TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITEID TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 6. FRAMING / LUMBER CONTINUED 6-4 POSTS/TRIMMERS: A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. PREFABRICATED WALL FRAMES A) PREFABRICATED WALL FRAMES: PREFABRICATED WALL FRAMES SUCH AS SIMPSON STRONG -WALL, HARDY FRAME, "Z" WALL, TJ PANEL, OR OTHER SHALL BE VERIFIED BY THE CONTRACTOR TO BE OF APPROPRIATE HEIGHT AND LENGTH FOR THE FIELD CONDITIONS PRIOR TO ORDERING ANY PRODUCTS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ORDERING. ALL ANCHOR BOLTS, HOLD DOWN ANCHORS, AND SUPPLEMENTAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S RECOMMENDATIONS. B) COMPLETE SPECIFICATIONS AND CURRENT ICC REPORT MUST BE AVAILABLE TO THE INSTALLER FOR REVIEW PRIOR TO PLACEMENT. 8. ROOF FRAMING 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 8 PSF BOTTOM CHORD DEAD LOAD 8 PSF TOTAL LOAD 36 PSF UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 8-2 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: 1. RAFTER MAXIMUM SPANS A. 2X6 DF -L #2: 9'-0" B. 2X8 DF -L #2: 12'-0" C. 2X10 DF -L #2: 16'-6" 2. MINIMUM BRACE SIZE = 2X6 3. MAXIMUM BRACE SPACING = 4'-0" O.C. 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, K DIVISIONS I, 11, III, AND IV U.N.O.: ADDITIONAL B) SEISMIC: RECEIVED LLH SEISMIC IMPORTANCE FACTOR: 1 AUG U 8 2016 LLV MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.615, S1= 0.234 ARCHITECTURAL LONG SEISMIC SITE CLASS: D BUILDING LSL SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.57, SD1 = 0.31, Cs = 0.09 TRB AND ASSOCIATES LVL SEISMIC DESIGN CATEGORY: D BEAM MAX BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS BOTTOM MB SEISMIC BASE SHEAR: 13.1 KIPS BEAT TO FIT MECH RESPONSE MODIFICATION FACTOR: R = 6.5 BETWEEN MFR ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE CARRIAGE BOLTS C) WIND: CONTROL JOINT misc. WIND SPEED: 110 MPH CAST -IN-PLACE CONCRETE MTL WIND EXPOSURE: C CONSTRUCTION JOINT D) LIVE LOADS: CLEAR NS ROOF 20 PSF REDUCIBLE CONCRETE MASONRY UNITS NSA FLOOR 40 PSF COLUMN ABBREVIATIONS AB ANCHOR BOLT K ADD'L ADDITIONAL L ADJ ADJACENT LLH ALT ALTERNATE LLV ARCH ARCHITECTURAL LONG BLDG BUILDING LSL BLKG BLOCKING LVL BM BEAM MAX BOTT (B) BOTTOM MB BTF BEAT TO FIT MECH BTWN BETWEEN MFR CB CARRIAGE BOLTS MIN CCJ CONTROL JOINT misc. CIP CAST -IN-PLACE CONCRETE MTL CJ CONSTRUCTION JOINT (N) CLR CLEAR NS CMU CONCRETE MASONRY UNITS NSA COL COLUMN NTS CONC CONCRETE OC CONN CONNECTION OD CONSTR CONSTRUCTION OH CONT CONTINUOUS OPNG CONTR CONTRACTOR OVS CP COMPLETE PENETRATION PDF CTR CENTER PERP CTSK COUNTERSINK PL DBL DOUBLE PLWD DF DOUGLAS FIR PLCS DF -L DOUGLAS FIR - LARCH PP DIA DIAMETER PT D1 DOUBLE JOIST P/C EA EACH P/T EF EACH FACE REINF EL ELEVATION (DATUM) REQ'D ELEV ELEVATION (VIEW) OR ELEVATOR SC EN EDGE NAILING SEOR EQ EQUAL ES EACH SIDE SHTG (E) EXISTING SIM EXP EXPANSION SOG EXT EXTERIOR STD EW EACH WAY STIFF FF FINISH FLOOR STL FIN FINISH SQ FJ FLOOR JOIST SS FLR FLOOR SWS FNDN FOUNDATION SYM FOHC FREE OF HEART CENTER T&B FOS FACE OF STUD TO(P) FS FAR SIDE TOC FTG FOOTING TOF GA GAUGE TOS GALV GALVANIZED TOW GLB GLUE -LAM BEAM TN HDG HOT DIPPED GALVANIZED TYP HDR HEADER UNO HGR HANGER (SIMPSON) VERT HORIZ HORIZONTAL WP ID INSIDE DIAMETER WWF INT INTERIOR W/ JST JOIST W/0 JT JOINT g\,b - au 3 rm"IT #B E OOts'3lY DEVELO'h,1EItiT 5Ef�11 6 CODE Ap ��✓ DJ'►T KIPS ANGLE LONG LEG HORIZ. LONG LEG VERT. LONGITUDINAL LONG SLOTTED HOLE LAMINATED VENEER LUMBER MAXIMUM MACHINE BOLTS MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS METAL NEW NEAR SIDE NELSON STUD ANCHOR NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OVERSIZE ROUND HOLE POWDER DRIVEN FASTENER PERPENDICULAR PLATE PLYWOOD PLACES PARTIAL PENETRATION PRESSURE TREATED PRECAST CONCRETE POST -TENSIONED REINFORCEMENT REQUIRED SLIP CRITICAL STRUCTURAL ENGINEER OF RECORD SHEATHING SIMILAR SLAB -ON -GRADE STANDARD STIFFENER STEEL SQUARE STAINLESS STEEL SHEAR WALL SCHEDULE SYMMETRICAL TOP & BOTTOM TOP OF (PLYWOOD) TOP -OF -CONCRETE TOP -OF -FOOTING TOP -OF -STEEL TOP -OF -WALL TOE NAIL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WORKPOINT WELDED WIRE FABRIC WITH WITHOUT REVIEWED FOR CODE COMPLIANCE AUG 10 206 Tr%ri SND -A ASSOCIU ES Q�OFESSION9 C':�No. 75688rr' * 6/ 0/16 S> CIV1� q�FOF CAS\F 5/04/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) Uj Q U O W U 0 z z - W = J oU WQ (DO z Cr - 0 C0 oc J W i W �C W U w� D ~ Ol r REVISIONS: DATE: 5/04/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-194 SHEET: N FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") 10d SPACING SHEAR 3 - 3" X 0.131' NAILS TOE NAIL 16d 3 - 3" 14 GA. STAPLES 4X8/4X10/4X12 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 10d 6X8/6X10/6X12 2 - 3" X 0.131" NAILS TOE NAIL EACH END 16d 2 - 3" 14 GA. STAPLES ITS 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SU13FLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. WALL SCHED. AB ®3 3'-9 -9" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2' X 0.135") AT 16" O_C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" A35 AT 1'-8M O.C. 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") I II II 3 - 3" X 0.131" NAILS END NAIL RBC AT 1'-2 O.C. 3 - 3" 14 GA. STAPLES B. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") SCHEDULE, TYP POST AS REQ'D PER HD SCHED. 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL - - 3 - 3" 14 GA. STAPLES AT 12" O.C. �1 STUD DIRECTLY UNDER SPLICE, TYP. 2 - 16d COMMON (3 1/2" X 0.162") END NAIL WALL SCHED.--N,,,,,h 3X STUD AT ABUTTING PANEL 3-3"X0.131"NAILS TYPICAL TOP PLATE DISCONTINUITY 1/2" 3 - 3" 14 GA. STAPLES --�- 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. �T � 3" X 0.131" NAIL AT 8" O.C. FACE NAIL RIM 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16' O.C. PER PLAN 8d 0 2" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 3" 14 GA. STAPLE AT 12" O.C. AB 0 1 -9 O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") RBC AT 8 O.C. 12-3"X0.131"NAILS LAP SPLICE 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") (12) MIN. BETWEEN SPLICES 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. I I 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WADER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.` 1/2" AND LESS 6d" SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NIAIL" 19/32" TO 3/4" 8d OR 6d• 2 3/8" X 0.113" NAIL! SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 7/8" TO 1" Sd• 1 1/8" TO 1 1/4" 10d'OR 8d' TO FRAMING) 3/4" AND LESS 6d• 7/8" TO 1" 8d• 1 1/8" TO 1 1/4" 1Od' OR 8d- 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" 8d' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL` 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE, 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL C2 1/2" X 0.131") No. 16 GAGE STAPILE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d` except wnere oTnerwise sxotea. r o ans are errnittea to be uses e t o. Common o box n p p b. Nails spaced at 6 inches on center at edges, 12 Inches at intermediate supports except 6 Inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113'; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .0!99"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 Inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. 1. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 Inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 Inches if strength axis in the long direction of the panel, unless otherwise marked). I• Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 Inches on panel edges, 12 inches at Intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 Inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 Inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 Inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 NO SCALE LSDl _j (5) 16d ......... WALL CONTINUES WHERE . OCCURS PER PLAN PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE ST126 STRAP U N 0 PER DETAIL BELOW CENTERED ON DISCONTINUITY MEMBER SIZE SIMPSON HANGER TYPE SOLE PLATE NAIL 2 2 10/2 12 2X8/ LUSLUS210/LUSL 10 US28/ 10d SPACING SHEAR DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF WALL SCHEDULE, 10d 6X8/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d OTHERWISE 16d AT 8"/ ­SOLE PLATE NAIL 16d 16d I) I) WALL SCHED. AB ®3 3'-9 -9" O.C. .. MFR., 1/8- MIN. C AT 1 -8 O.C. RBV II I O.C., TYPPER SHEAR WALL 8d 0 12" O.C. A35 AT 1'-8M O.C. BLOCK AS REQ'D. I I`I II I II II AT ALL EDGES, TYP. RBC AT 1'-2 O.C. COMPRESSION 2X MUDSILL II SCHEDULE, TYP POST AS REQ'D PER HD SCHED. 1/2" MIN - - - PER SHEAR �1 STUD DIRECTLY UNDER SPLICE, TYP. 16" MAX STUD °I I [---USE SPACING I WALL SCHED.--N,,,,,h 3X STUD AT ABUTTING PANEL - - - TYPICAL TOP PLATE DISCONTINUITY 1/2" MIN --�- A35 AT V-5" O.C. 490 �T � (5) 16d AT CORNER OR INTERSECTING WALL I H.D. PER I I . SCHED I RIM BELOW 3X MUDSILL PER PLAN 8d 0 2" O.C. 8d 0 12" O.C. A35 AT 1'-0" O.C. 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. AB 0 1 -9 O.C. RBC AT 8 O.C. 12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES I I `--STUD DIRECTLY ��"I 'DBL 2X UNDER SPLICE, TYP. II TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS -- i TYPICAL TOP PLATE SPLICE O I I PLY AND NAILING \-FRAMING PER PER PLAN PLAN WHERE OCCURS NO SCALE S D 1 NO SCALE TOP PLATE PER 9/SD1 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE O 1_�_5 1/2- MAX A N A PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH--,,, PER 9/SD1 III I 1 1/2" MAX, TYP. I I WALL FRAMING PER PLAN, TYP I --PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2 2 10/2 12 2X8/ LUSLUS210/LUSL 10 US28/ 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE NO SCALE SD1 BOTTOM PLATE PER PLAN 6 SD1 STUD WALL ELEVATION KEY ® HEADER PER PLAN KING STUD/S TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE UP TO 5'-0" A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS (2) BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH (F) NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED SSTB20 STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (U.N.O. ON PLAN) (110 MPH, EXPOSURE C) - OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) (1) UP TO 5'-0" (1) (2) TYPICAL STUD WALL ELEVATION W 5 NO SCALE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SD 1 TWO POUR CONDITION HDU2 CORNER WHERE OCCURS 1 5/16" SSTB16 SSTB20 (5) 16d NAILS AT 6" TOP PLATE PER 9/SD1 DBL 2= LAPPED CORNERS, TYP SSTB20 SSTB24 10 SCREWS 6" AND SPACING CLIP SPACING (PLF) PROVIDE GAP BETWEEN II I.I I°I F.N. PER SHEAR 8d 0 6" O.C. 8d 0 12" O.C. PANELS AS REQ'D. BY I I) I) WALL SCHED. AB ®3 3'-9 -9" O.C. .. MFR., 1/8- MIN. C AT 1 -8 O.C. RBV II I II II II II II E.N. PER SHEAR WALL SCHED. 8d 0 12" O.C. A35 AT 1'-8M O.C. BLOCK AS REQ'D. I I`I II I II II AT ALL EDGES, TYP. RBC AT 1'-2 O.C. COMPRESSION 2X MUDSILL II I SHEAR PLY POST AS REQ'D PER HD SCHED. A35 AT l'-8" O.C. 380 - PER SHEAR �1 16" MAX STUD °I I [---USE SPACING I WALL SCHED.--N,,,,,h 3X STUD AT ABUTTING PANEL 11 I I 2X MUDSILL 12d ®4 O.C. II EDGES WHERE A35 AT V-5" O.C. 490 SOLE PLATE I`I FASTENING PER II II SHEAR WALL SCHED. 1.1 I REQ'D PER SHEAR WALL SCHEDULE ll LI II II I H.D. PER I I . SCHED I RBC AT 10" O.C. tJ i CJ i j CJ J ` SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED 12" FOUNDATION PER PLAN ---//MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION 4 NO SCALE LSD 1 AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2 - DIAMETER /2"DIAMETER T1TEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L (SEE SHEAR WALL SCHED.) /-SILL 7" MIN \, PLATE WASHER LI 7" 3" X 3" X .229", TYP � MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE LSDjl PERMIT BUTTE: COUNTY DEVELOPMENT SERVICES REVIEWED FOR 01...1. • `I • BY DATE HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER W DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 tJ i CJ i j CJ J ` SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED 12" FOUNDATION PER PLAN ---//MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION 4 NO SCALE LSD 1 AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2 - DIAMETER /2"DIAMETER T1TEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L (SEE SHEAR WALL SCHED.) /-SILL 7" MIN \, PLATE WASHER LI 7" 3" X 3" X .229", TYP � MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE LSDjl PERMIT BUTTE: COUNTY DEVELOPMENT SERVICES REVIEWED FOR 01...1. • `I • BY DATE HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2= 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL HOLDOWN SCHEDULE C 2 NO SCALE LS D 1 SHEAR WALL LEGEND- STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUD12d 0 7" OC 8d 0 6" O.C. 8d 0 12" O.C. A35 AT -8w O.C. 260 6 AB ®3 3'-9 -9" O.C. .. C AT 1 -8 O.C. RBV MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1'-8M O.C. 350 4*2X AB 0 2'-90 O.C. RBC AT 1'-2 O.C. 2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT l'-8" O.C. 380 4 AB O l'-3" O.C. RBC AT 1'-0" O.C. 3 2X MUDSILL 12d ®4 O.C. 8d ®3 O.C. " " 8d ®12 O.C. A35 AT V-5" O.C. 490 AB 0 V-0" O.C. RBC AT 10" O.C. 3X MUDSILL 12d 0 3" O.C. 8d 0 2" O.C. 8d 0 12" O.C. A35 AT 1'-0" O.C. 640 2 AB 0 1 -9 O.C. RBC AT 8 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPUTTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAIUNG. 5.) ALLOWABLE LOADS MAY BE MUL1IPUED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SD1 Q�OFESSI�,yq C --A Z C':'No. 75688 * 6/ 0/16 JJ CIVIL gTFOF CAO 5/04/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS i 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com LIJ r) Q J U Uj Q U 0 Z w = U DW 0 (DO U z� OLU I LL �z LU U Lu U -i Y N U R V17, WED 1=OR OOD r;,OrOPLIAs�CE AUG 10 TRB AND ASSOCIATES REVISIONS: DATE: 5/04/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-194 SHEET: SDI SOLID BLOCK WITH (6) 16d, TYP E.S., POST PER PLAN WITH CBSQ z 14" SQ. CAST PIER _Z :2 WITH (4) #4 BARS 00N 00 II=1 1111;, FTG AND REINF. t3" CLR. PER PLAN * PER PLAN TYPICAL POST THRU FLOOR DETAIL NO SCALE __T THICKNESS 3" CLR / A 3" ^ 3" FTG TYPE PER F �a� FORCE WITH #4 i" 0. C. E. W. 24" X 18" UNDER FLOOR ACCES FNDN PER IDO NOT LOCATE ACCESS I OPENING BELOW WALL POSTS 6X6 DF#2 AT OPENING WITH LUS HGR FJ PER PLAN-, OFFSET BEND, TYP. CY' BARS TO MATCH CONT. REINF. 5'-0" TYPICAL U N DER FLOOR ACCESS DETAIL NO SCALE ALL LAPS (60) BAR DIAMETERS, SHEAR PER PLAN ALL FRAMING PER PLAN WHERE OCCURS BLOCK SOLID AT HD'S, POSTS, AND MULTIPLE STUD SOLE NAILING PER 6/SDI PLYWOOD AND EN NAILING PER PLAN PT DF SILL AND +�--FLOOR JOISTS PER AB PER 3/SDI PLAN LAP 6" ON ' CENTERLINE OF GIRDER WITH (4) 16d CLINCHED 2X BLOCK 18" MIN. \A35 CLIP SPACING PER SWS, 6" MOTHERWISE 4'-0" O.C. IN. #4 AT 24" O.C. VERT,I LAP #4 AT 18" O.C. HORS —� I N 2'-6", WHERE STEMWALL TYP. HEIGHT > 1'-6" 8" 3" CLR. _ 12" #4 CONT. TOP AND BOT. SPREAD FOOTING PER PLAN WHERE OCCURS TYPICAL FOUNDATION DETAIL [ 3 SD2 NO SCALE FLOOR PLY AND NAILING PER PLAN SOLID BLOCK--, FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED + + / + + t r GIRDER PER PLAN WITH BC POST CAP AT POSTS\_(3)X 8d TOENAILS PER FJ 4X6 POST WITH (4) 16d TOENAILS TO PIER Z T T "WETSET" PRECAST CONC. PIER, > ° OR CONCRETE FILLED CMU BLOCK 4. r - x 00 _ _ MIN TYPICAL U.N.O — T1 II I ' ' N 3" CLR. L PER PLAN TYPICAL SPREAD FOOTING SCHEDULE s TYPICAL CONCRETE STEM/FTG REBAR PLAN 5 NO SCALE SD2 NO SCALE SD2 LAP VERTICAL BARS 2'-0" WHERE BARS ALIGN WITH SLAB REINF., LAP COLUMN PER PLAN, WHERE VERTICAL BARS 3'-6" WHERE BARS OCCURS, SEE NOTE 7 DO NOT ALIGN WITH SLAB REINF. — POST BASE PER PLAN, 4" CONCRETE SLAB WITH WHERE OCCURS, SEE NOTE 7 #4 AT 24" O.C. EACH WAY ROUGHEN SURFACE AT MID—DEPTH OF SLAB 1/4" AMPLITUDE X SHORING BY OTHERS CLEAN, PROPERLY DURING BACKFILLING x COMPACTED GRAVEL—SAND AND COMPACTION AND BACKFILL BY OTHERS, TYP UNTIL SLAB REACHES iv 4" 4" 75% STRENGTH _ WAI 4 AT 12" O.C. " ci fc = 2.5 KSI # 8 —0 MIN. fy= 60 KSI HORIZ., #4 AT = SOLE NAILING PER 6/SD1 24" O.C. VERT. OMPACTED _j 3X PT SILL RIPPED TO FIT WITH (2) FINISH GRADE 3 CONTT.. BOTT. ANCHOR BOLTS PER 3/SD1 AND _ 1" MAX DEPTH NOTCH WATERPROOFING 3" 3" MIN AND DRAINAGE FLOOR PLY AND BY OTHERS, TYP NAILING PER PLAN �--SPREAD FOOTING PER �o°o ' PLAN WHERE OCCURS 12" cfb 3" CLR, TYP FJ PER PLAN NOTES: 1p-099 100 ,1.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. LB TOP FLANGE HGR 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. METAL FLASHING / jL_ 3.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD—UP OF WATER BEHIND RETAINING WALL. 4.) MINIMUM REBAR SPLICE LAP LENGTH IS (60) BAR DIAMETERS U.N.O. FOOTING PER 1/SD2 E.N. 5.) SLAB SLOPE AND ELEVATION AS REQUIRED PER ARCH (2'-3" MAX WALL HT). 6.) GUARDRAILS AND HANDRAILS BY OTHERS. 7.) PROVIDE 2" MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. SLAB -ON -GRADE AT PORCH DETAIL F7 FOUNDATION DETAIL NO SCALE SD2 NO SCALE TYPICAL INTERIOR FOUNDATION DETAIL 2 NO SCALE SD2 WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SDI SHEAR PER PLAN PLYWOOD AND NAILING PER PLAN SOLE NAILING PER 6/SD1 FLOOR JOIST PER PLAN EITHER E.N. FRAMING PER PLAN DIRECTION. SOLID BLOCK AT 2'-0" O.C. AT PARALLEL CONDITION—CONT. 2X RIM GIRDER PER PLAN BLOCK SOLID AT POSTS /WATERPROOFING, FLASHING, WHERE OCCURS— CCURS E N MULTIPLE STUDS AND HOLDOWNS AND DRAINAGE BY OTHERS GH GIRDER 1/2" ISOLATION JOINT18" MIN HANGER AS REQ'D 8" MIN. FINISHED SLAB—ON—GRADE GRADE AWAY PER PLAN 12" MIN. FROM FOUNDATION 6" MIN. ..I......... 1 A...1..... A. #4 AT 24" O.C. T, — l #4 AT 18" O.C.LHZ07R, — ! . 0WHERE STEMWA HEIGHT > 1'-6" �\ � a PERMIT # N ------ 3" CLR. BUTTE COUNTY bL VCLr�1�MtN'f SEfftffl _ '- REVIEWED FOR 12" 1 STORY #4 CONT. TOP AND BOTT. ODDS 00IV LIANGE DATE BY SPREAD FOOTING PER PLAN WHERE OCCURS 4 TYPICAL FOUNDATION DETAIL 1 SD2 NO SCALE �D2 QW'ESS/04q K. CCD .3,! --A Z LLJ "::�No. 75688' * 6/ 0/16 J� C/VIL gTFOF CAO 5/04/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS /.�J4111111► 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Uj Q Q U 0 Z j= W = 0 U D w 0 CC_Q (D0 U Z= W LL rY W U W W �C V).0) J U I� EVIEMED FOR CODE COMPI_IANCF_ AUI7 10 20 `. R6 AND ASSOCIATES REVISIONS: DATE: 5/04/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-194 SHEET: SD2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" 24" X 18" UNDER FLOOR ACCES FNDN PER IDO NOT LOCATE ACCESS I OPENING BELOW WALL POSTS 6X6 DF#2 AT OPENING WITH LUS HGR FJ PER PLAN-, OFFSET BEND, TYP. CY' BARS TO MATCH CONT. REINF. 5'-0" TYPICAL U N DER FLOOR ACCESS DETAIL NO SCALE ALL LAPS (60) BAR DIAMETERS, SHEAR PER PLAN ALL FRAMING PER PLAN WHERE OCCURS BLOCK SOLID AT HD'S, POSTS, AND MULTIPLE STUD SOLE NAILING PER 6/SDI PLYWOOD AND EN NAILING PER PLAN PT DF SILL AND +�--FLOOR JOISTS PER AB PER 3/SDI PLAN LAP 6" ON ' CENTERLINE OF GIRDER WITH (4) 16d CLINCHED 2X BLOCK 18" MIN. \A35 CLIP SPACING PER SWS, 6" MOTHERWISE 4'-0" O.C. IN. #4 AT 24" O.C. VERT,I LAP #4 AT 18" O.C. HORS —� I N 2'-6", WHERE STEMWALL TYP. HEIGHT > 1'-6" 8" 3" CLR. _ 12" #4 CONT. TOP AND BOT. SPREAD FOOTING PER PLAN WHERE OCCURS TYPICAL FOUNDATION DETAIL [ 3 SD2 NO SCALE FLOOR PLY AND NAILING PER PLAN SOLID BLOCK--, FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED + + / + + t r GIRDER PER PLAN WITH BC POST CAP AT POSTS\_(3)X 8d TOENAILS PER FJ 4X6 POST WITH (4) 16d TOENAILS TO PIER Z T T "WETSET" PRECAST CONC. PIER, > ° OR CONCRETE FILLED CMU BLOCK 4. r - x 00 _ _ MIN TYPICAL U.N.O — T1 II I ' ' N 3" CLR. L PER PLAN TYPICAL SPREAD FOOTING SCHEDULE s TYPICAL CONCRETE STEM/FTG REBAR PLAN 5 NO SCALE SD2 NO SCALE SD2 LAP VERTICAL BARS 2'-0" WHERE BARS ALIGN WITH SLAB REINF., LAP COLUMN PER PLAN, WHERE VERTICAL BARS 3'-6" WHERE BARS OCCURS, SEE NOTE 7 DO NOT ALIGN WITH SLAB REINF. — POST BASE PER PLAN, 4" CONCRETE SLAB WITH WHERE OCCURS, SEE NOTE 7 #4 AT 24" O.C. EACH WAY ROUGHEN SURFACE AT MID—DEPTH OF SLAB 1/4" AMPLITUDE X SHORING BY OTHERS CLEAN, PROPERLY DURING BACKFILLING x COMPACTED GRAVEL—SAND AND COMPACTION AND BACKFILL BY OTHERS, TYP UNTIL SLAB REACHES iv 4" 4" 75% STRENGTH _ WAI 4 AT 12" O.C. " ci fc = 2.5 KSI # 8 —0 MIN. fy= 60 KSI HORIZ., #4 AT = SOLE NAILING PER 6/SD1 24" O.C. VERT. OMPACTED _j 3X PT SILL RIPPED TO FIT WITH (2) FINISH GRADE 3 CONTT.. BOTT. ANCHOR BOLTS PER 3/SD1 AND _ 1" MAX DEPTH NOTCH WATERPROOFING 3" 3" MIN AND DRAINAGE FLOOR PLY AND BY OTHERS, TYP NAILING PER PLAN �--SPREAD FOOTING PER �o°o ' PLAN WHERE OCCURS 12" cfb 3" CLR, TYP FJ PER PLAN NOTES: 1p-099 100 ,1.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. LB TOP FLANGE HGR 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. METAL FLASHING / jL_ 3.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD—UP OF WATER BEHIND RETAINING WALL. 4.) MINIMUM REBAR SPLICE LAP LENGTH IS (60) BAR DIAMETERS U.N.O. FOOTING PER 1/SD2 E.N. 5.) SLAB SLOPE AND ELEVATION AS REQUIRED PER ARCH (2'-3" MAX WALL HT). 6.) GUARDRAILS AND HANDRAILS BY OTHERS. 7.) PROVIDE 2" MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. SLAB -ON -GRADE AT PORCH DETAIL F7 FOUNDATION DETAIL NO SCALE SD2 NO SCALE TYPICAL INTERIOR FOUNDATION DETAIL 2 NO SCALE SD2 WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SDI SHEAR PER PLAN PLYWOOD AND NAILING PER PLAN SOLE NAILING PER 6/SD1 FLOOR JOIST PER PLAN EITHER E.N. FRAMING PER PLAN DIRECTION. SOLID BLOCK AT 2'-0" O.C. AT PARALLEL CONDITION—CONT. 2X RIM GIRDER PER PLAN BLOCK SOLID AT POSTS /WATERPROOFING, FLASHING, WHERE OCCURS— CCURS E N MULTIPLE STUDS AND HOLDOWNS AND DRAINAGE BY OTHERS GH GIRDER 1/2" ISOLATION JOINT18" MIN HANGER AS REQ'D 8" MIN. FINISHED SLAB—ON—GRADE GRADE AWAY PER PLAN 12" MIN. FROM FOUNDATION 6" MIN. ..I......... 1 A...1..... A. #4 AT 24" O.C. T, — l #4 AT 18" O.C.LHZ07R, — ! . 0WHERE STEMWA HEIGHT > 1'-6" �\ � a PERMIT # N ------ 3" CLR. BUTTE COUNTY bL VCLr�1�MtN'f SEfftffl _ '- REVIEWED FOR 12" 1 STORY #4 CONT. TOP AND BOTT. ODDS 00IV LIANGE DATE BY SPREAD FOOTING PER PLAN WHERE OCCURS 4 TYPICAL FOUNDATION DETAIL 1 SD2 NO SCALE �D2 QW'ESS/04q K. CCD .3,! --A Z LLJ "::�No. 75688' * 6/ 0/16 J� C/VIL gTFOF CAO 5/04/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS /.�J4111111► 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Uj Q Q U 0 Z j= W = 0 U D w 0 CC_Q (D0 U Z= W LL rY W U W W �C V).0) J U I� EVIEMED FOR CODE COMPI_IANCF_ AUI7 10 20 `. R6 AND ASSOCIATES REVISIONS: DATE: 5/04/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-194 SHEET: SD2 0