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HomeMy WebLinkAboutB16-1338 040-170-155 (2)41 IIh�I��I�IIIIMIII�10�1� D° p D 3 D ° v D D D v FIRE-RESISTANT CONSTRUCTION: ° ° D 1J THE GARAGE AND/OR CARPORT SHALL BE SEPARATED AS REQVIRED BY TABLE 34'-0' R302.6. OPENINGS IN GARAGE WALL5 SHALL COMPLY WITH SECTION R302.5.1 THROUGH IZ302.5.3. DWELLING/GARAGE ANP/OR.CARPORT SEPARATION: 24'-0" 101-0" 1 q'-4' A FROM THE RESIDENCE t ATTICS: NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR p p EQUIVALENT APPLIED TO THE GARAGE SIDE. 12'-0' 12,-0" W-$" W-8" 1'-9" 6 i'=9" B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LESS THAN 7p 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. D G. STRUGTURE(5) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION: NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUAL ° p ° GUARDS- D. GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: ° p GUARDS ARE REQUIRED FOR WALKING NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE SS'Sd L-4.0� J� D ° ° p SURFACES LOCATED MORE THAN 30" INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. 1' G D ABOVE ADJACENT GRADE. GRG 2.) UNDER -STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL �/� ' SVP D D R312.1.1. HAVE 1`4ALL5, UNDER -STAIR SURFACE d ANY SOFFITS PROTECTED ON THE ENCL05EP CONCRETE G DRIVE WAY SCALE: 1 /4" - 1'-O" FLOOR 1.) 2.) q_ 6 WATER SOFTENER. _ O 26505H 26505H 26505H° Z p B Y 0 D ° 6 en � N 6cz 'u" w tw1"I� PROVIDE 1 BEDROOM WINDOW WITH A MIN S�yO FLOOR NN `Q� Lu Q au SIDE WITH 1/2 -INCH GYPSUM BOARD. R302.7 M _ (ABOUT 3' ABOVE GROUND) 15 SET FOR THE FINISHED FLOOR ELEVATION.' SHALL BE IN ACCORDANCE WITH NFPA 190 OR SECTION R31 9. 5MOK5_ALARM5 DESIGN BY OTHERS. SEPARATE PERMIT WILL BE LL in UI I, R7 D O I I I ( � lXJi < 3.) = �1 GARA(5E: � � v, 2640514 2640514 h NI 4r ^, ^0 J J NN 0 F ry J J J w N F ♦ N • GLO NET CLEAR OPENING OF 5.7 SOFT. EXCEPTION: GRADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 I SEE ENVIRONMENTAL µ07E5 718 I Jry 1008 SgFt FOOT ABOVE GRADE. "FINI5HED" 5.) FIREBLOCKINC, IN COMBUSTIBLE CONSTRUCTION, FIREBLOGKIN6 SHALL BE PROVIDED 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R3 14: D I D t0 I 4) FRAMING, UNLESS NOTED NN THE ENSINEER (j TO FINAL Q� �t�i \.iA p p p it 200 AMP SERVICE 1 SOFT. JJ 36• CLEAR OF TREATED WITH TREATMENT PROCESS AND @ G LL -4.0' ,rQ Am INTERIOR WALLS: 2"x4' DF STUDS a 16" c/G A. IN EACH SLEEPING ROOM. R3 14.5. TO GUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL d HORIZONTAL) d TO (+1 •CONFIRM_LOGAT)ON: O O ' 'Q v ,t',Q' I U) U) to HB AFETY GLASS ENGL ° 0 6"X6" I On'N,b I (q B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE p FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, t BETWEEN A TOP STORY l THE GARAGE _I N PROVIDE 1 BEDROOM WINDOW WITH A MIN. ILB_d�L�OWER N MMIN,OPENING.HEIGHT: 24'. p HB S BEDROOMS. R3 14.5 2.) WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN D ROOF SPACE. ° °p I DOOR in NET CLEAR OPENING OF 5.7 SOFT. D 4"X MIN._OPENIN6"IPTH: 20" b" 4"Xb` 3040514 30405H FIREBLOGKING SHALL BE PROVIDED IN WOOD -FRAME GONSTRUGTION LN_THE _FOLLOWINb I OPENER EXCEPTION: GRADE FLOOR OPENING CAN PROVIDE IN. MOISTURE EXHAUST I 2 GPM ®80 P51 2 5HELVE5 INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A p p LOCATIONS R302..L1 : I I PLUMBING. NOTES: d- HAV E A MIN. NET CLEAR OPENING OF 5.0 6`X6: MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN D W A. CONGEALED SPACES OF STUD WALLS t PARTITIONS, INCLUDING FURRED SPACES ! 1 J EACH PLUMBING FIXTURE l FITTING SHALL MEET REDUCED FLOW SQFT. THE INDIVIDUAL UNIT. R3 14.5 PER GARAGE_P_OORS:- R THE MAXIMUI I LENGTH FOR THE PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOY45: RATES SPECIFIED IN TABLE 4.303.2. 3J SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCH WIRIN615 SERVED FROM A COMMERCIAL SOURCE d 5HALL BE p D p SILL HEIGHT: MAX. 44' ABOVE FLOOR p D p 1) HOLD GARAGE FLOOR BACK 90 AT DOOR LANDS ON APRON 3/4'BELOW 6 6E FLOOR PORCH b"X b" POST DRY R X. US DUG IS 1 4 p 402085 W/ 2 ELBO - ,� v p 3050514 v 3050514 3050 H IS 'L ry' b D 30$0 o o OFFICE EQUIPPED WITH A BATTERY BACKUP. R314.4 EXCEPTIONS: SMOKE ALARMS ARE PERMITTED TO BE 50LELY BATTERY OPERATED IN ° 1) VERTICALLY AT THE CEILING d FLOOR LEVELS. 2) FINISHED GARAGE DOOROPENM TO BE t' SHORTER M HEIGHT t 2' NARROW THAN WIDTH 2.) WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE W/ PBS NOTE: DR R SHOWER_YALVENOTE: p SJ.� ° 4• J ^ D D p p G Q Q) p MIN. OPENING HEIGHT: 24'. 4"X b" WOOD OR O EXISTING BUILDINGS WHERE NO CONSTRUCTION IS TAKING PLACE. CONCRETE SLA FLOOR zo OF 6ARA6E DOOR DME b L-4.0' p L_7.o' 1• PORCH p p 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 1 O FEET. �9 016 SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE U7 d S e MN.-OP€NIN6. WIDTH: 20' �rPRovmE9DL1D'BLociclNSF TER OF DOOR HORIZONTAL 51 IMG 36" MIN. FR ANY THERMOSTATIC MIXING VALVES, I p ONV SEE ENVIRONMENTAL CARBON MONOXIDE -_ALARMS: p p v 1 a B. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL d HORIZONTAL MINIMUM FROM HEADER TO A MINI U OF 1 4' ABOVE TOP SHOWERHEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATES y V `� rG < p HORIZONTAL SIDING p 1 1 I STUCCO CLO. p p D v OF DOOR, I LOOD ELEVATIO SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS 8 COVE CEILINGS. ° _I D SD 1 L-8.0' SPECIFIED IN THE 20 PERCENT REDUCTION COLUMN CONTAINED IN I dS _I p '� 408.3 EXHAUST DUCT 7 1.5 GPM GRANITE_*36' a HDU? (j REPARE0 BY LE' G. CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP d BOTTOM OF THE ° TABLE 4.303.2 OR THE SHOWER SHALL BE DESIGNED TO ONLY - - b MASTER BI=DROOM - p - ' &"x6" P05T7 D. 6"xb" P05T TERMtNATEI0UT51DE ° D THE BUILDING W/ 6"x 6" P05T b"xb" POST 7 Tyr. V ONE LITE a 60 PSI TOP d SPLASH o GJojS$ RAISED FLOOR: RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. ALLOW ONE 5HOWERHEAD TO BE IN OPERATION AT A TIME. p OF D O 2.) CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS R3 1 5.1 8 R315.2 SHALL BE 10 13 SAFETY DBL SINK d W/ PBS - v W/ PSS BACK -DRAFT D ( W/ PBS D W/ PB5 D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES d WIRES AT CEILING l FLOOR EXCEPTION: THE MAXIMUM FLOW RATE FOR SHOWERHEADS WHEN INSTALLED IN THE FOLLOWING LOCATIONS: D p CARPET FLOOR - - - - - - - (3 D T Q � GLA55 DISPOSAL A A. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE HIGHEST ADJAC LEVEL, WITH AN APPROVED MATERIAL TO RE515T THE FREE PASSAGE OF FLAME d USING THE CALCULATION METHOD SPECIFIED IN SECTION 4.303.1, I SEE ENVIRONMENTAL VICINITY OF THE BEDROOMM). �/ e O I DOOR \.• • ELEVATION EXT PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THI5 ANNULAR SPACE SHALL ITEM 2,15 2.5 GPM 0 80 PSI. NOTES 7-9 d 12 p � ,iy m ��. S. b p p 9� Of2 ABOVE HIGHES' NOT BE REQUIRED TO MEET THE ASTM E 156 REQUIREMENTS. E. FOR THE FIREBLOCKING 3.) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND ^ O IGONG. SLAB EDGE OUT 2° p p 'P KITGHI=N - (0'N OF CHIMNEYS l FIREPLACES, 5EE SECTION R 1003.1 9. FITTINGS (FAUCETS AND SHOWERHEADS) SHALL MEET THE N HOSE BIBBS: BUT IB I ° p I SSZ N GRADE. LIGHT, VENTILATION 8_HEA_TING; INSTALL NON- ° STANDARDS REFERENCED IN TABLE 4.303.5. COUNTY ° p o 10'-b" 3'-8' S'-2" 1'-9" TILE FLOOR HOOD d p D 4J A 4' DRAIN IS REQUIRED FOR BUILDING5 PROVIDING MORE THAN p I I L-6.0' BAGKFLOWE 1 6 4• 4 • ' 1 L-4.0' Ad O co LIGHT t VENTILATION. R303: 1.) ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THREE WATER CLOSETS PER 2013 GPC TABLE 1-5 FOOTNOTE 4. •O PREVENTION DEVICES. CPC 603 Jry 501 O Q) b"Xb" LINE OF FLOOR ABOVE 6`X6" JUN 21 2016 ° -D b ° O tt1 N b r - HVAC: THAN 6 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION . TVP. S� _ L 3' � I � D D ° O GARAGE 60$0 6 p REF SPACE p D ry , m J SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO O 013 DEVELOPMENT ° D O ' I DOOR - -� - - - - - - - - - - - - - - DURING STORAGE ON THE CONSTRUCTION SITE 7.75 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, _ Q N N/ H20 HOOKUP G 1J SERVICES p p 7 J THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWI5E BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE ry ° I OPENER (V AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER THAN AN EXTERIOR STORM OR �). p IT D p p p p MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING N N b SCREEN DOOR, DOES NOT SWING OVER THE LANDING. \A, 1Io 'C0 W S SAFE O Iy ^D J V p GRANITE VENTILATED. 2.) ADJOINING ROOMS: FOR THE PURPOSE OF DETERMINING LIGHT d VENTILATION WITH TAPE PLASTIC SHEET METAL OR OTHER U R 5 I Jry b �1 G GLASS N L) m S T_QP ISLAND TOP IB I6HT E. 3 REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING '� b(ij� 4" xb" 6 DOORS y� u HVAC. GOND. UNIT: HVA,: ROOM W HEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON W ALL IS OPEN d IL SEE ELECTRICAL AT THE TIME OF ROUGH INSTALLATION UNOBSTRUCTED d PROVIDES AN OPENING OF NOT LE55 THAN ONE-TENTH OF THE I DI INC ROOM �V' /(/r ENO IRONMENTAL OR DURING STORAGE ON THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LE55 THAN 25 SQUARE FEET. R303.2 - ,Q r CONSTRUCTION SITE AND UNTIL FINAL 3J BATHROOMS: BATHROOMS, WATER CLOSET COMPARTMENTS d OTHER similar I "' ' 4 ✓ WOOD OR \� QUALITY NOTE 1 7. STARTUP OF THE HEATING AND ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZIN6 AREA IN WINDOWS OF NOT L-1 6.0' INCL (1 J MIRROR Q. � O % C, TOP I SPLASH S6' SHOES RESILIENT FLOOR 'C d' ; d`, TOP t SPLASH COOLING EQUIPMENT, ALLDUCT AND LE55 THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE Of -ENABLE. 3'-O" WMDOW '4 T 1 GPM u W SEE ENVIRONMENTAL O ID IL = OTHER RELATED AIR P15TRIBUTION EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT d D I 60 P51 W I NOTES 788 { N ! COMPONENT OPENINGS SHALL BE LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES x L d f COVERED WITH TAPE, PLASTIC, SHEET 5HOWEP VALVE NOTE: yT m _ SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 CUBIC FEET PER MINUTE V GRANITE!3 m W w ATTIC PASSAGEWAY_: \,. Q- O Z ® METAL OR OTHER METHODS. PROVIDE INDIVIDUAL CONTROL I I I > PROVIDE UNOBSTRUCTED, SOLID QJ .TNS '� @ ? L CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL MASTER BATH TOP i SP 5. , THERMOSTATIC MIXING VALVES, 111 -10 Q GORE, CHAPTER 4. O w FLOOR NOT LESS THAN H, F WIDE x 'S PRESSURE BALANCE OR TILE FLOOR � = L \ HEATING: COMBINATION VALVE TYPE. GPC I I N ry LESS THAN 20' A LENGTH, FROM 11050 �•(� 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE T = 3'- 1 0" 2'- 1 O" 3'- 1 0" rye ACCESS TO HVAC UNIT. 2015 GMG _ _ _ . MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68•F AT A POINT 3 FEET ABOVE THE 408.3 0 BACKING FO I SECTION 904.1 1.3. FLOOR d 2 FEET FROM EXTERIOR WALL5 IN ALL HABITABLE ROOMS. R303.9 I W . GLO S S EXHAUST D G75: b 5D 1 TOWEL BAR • 44' / j CEILING HEIGHTS: S d TERMINATE UTSIDE OF HE N b°X 6" HANDRAILS; He HABITABLE SPACE L- 1 O.O' A G BUILDING W/ AGK -ORA T CARPET FLOOR j 1) HANDRAILS ARE PERMITTED ON ONLY ONE SIDE. '@ !� I SEE ENVIRONMENTAL 2) HANDRAILS WITH A CIRCULAR CROSS TION SHALL HAVE HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS d PORTIONS H BASEMENTS S /YpU HIS 4.+ _ DAMPERS. NOTES 7-9 6 1 2. H / AN OUTSIDE DIAMETER OF AT LEAST 1.25 INCHES AND NOT CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. SJ.B 50409H 1 5 i / t 4,411 GREATER THAN 2 INCHES, OR SHALL PROVIDE EQUIVALENT8305 )� � � � � � 5D3 �7 T.P s • ]tn � A' 5 f} ry 6RASPABILITYxEXCEPTIONS: UIRED NB SHO GR b' y1 z U 9) IF A HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A IQ� i FLOORROOMS INITH SLOPED CEILINGS, AT LEAST A AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF APERCENT T LEASTF THE 7FEET 4 NO �0 TVP. S Oe I .28 I I JryJ L -12.0'Q PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT7(LUS TILE TO • 2' er S A G i GREATER THAN 6.25 INCHES WITH A MAXIMUM CROSS -PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LE55 THAN / Ut ^L-3.0' b N S 2 GPM O O 51 V) 4 SECTION DIMEN510N OF 2.25 INCHES. (� N5 FEET. D p W H "b"TOILET SHOES 4) A VERTICAL 2 -INCH BY 6 INCH HANDRAIL IS NOT 2.) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET 8 INCHES AT THE - p CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SHOWN IN FIGURE R307. 1. _ SO GAL, GA5 NATER HEATER PERMITTED. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE p J% - - - - - - •1 W1111 1U10R1 11117* VALVE III DISCNARSE To .. OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A "0 °�0 X16 STRAIPSTPE OBEI role ABOVE aoNr1"tDOLas VENT THRV PRESSURE %R�@� 5 HDU? I BUILT-IN LOCKERS 2$$O SHOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 8 INGNES ABOVE A p D I �b� ROOF AND PROVIDE BARRIER FROM VEMICULARDAMA6E TANK FOR '�1,y' STB 15 6"X b" LIVING ROOM MINIMUM AREA 30 INCHES BY 30 INCHES AT THE SHOWERHEAD. p p dJ I I I PROVIDE CIRCULATING PUMP WELL FR Q 1 2 WOOD OR EMERGENCY_E5GAPE d_RE5GUE; ° ° I I f2) STEPS v b"x b" gD2 UP SD2 RESILIENT FLOOR SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE d RESCUE p WATER. HEAT -NOTES: ONE LITE SEE ENVIRONMENTAL U OPENING. R3 1 O. THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE D I I PROVIDE THE FOLLOWING: F1, 2 LITE O I SAFETY ALLWAY HALL TVP. I STAIRS: NOTES 1d8 THE FLOOR t SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. I UNOBSTRUCTED -RECEPTACLE NIHN 5'. co 2)-. N or N VENT, OR TYPE B VERT W/ STRAIbIIT FTE SAFETY I &LASS CARPET FLOOR 1) THE MINIMUM TREAD DEPTH EQUALS 10 INCHES. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 7 I I 56TWEEN 0UTE1DE TERMNATION 9 MHERE WATER NEATER 15 GLA55 o lO 13 DOOR / TILE FLOOR 2) THE MAXIMUM RISER HEIGHT EQUALS 7 3/4 INCHES. SQUARE FEET. v m O I INSTALLED. N m' In SEE ENVIRONMENTAL d 5) CONDENSATE DRAIN NO MORE THAN 2• HIGHER THAN THE DA5E OF DOOR NOTES 7-9 d 12. 3) A NO51N6 NOT LESS THAN 0.15 INCH BUT NOT MORE THAN x MINIMUM_ OPENINGIIEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. D - 0 712 WATER NEATER THAT ALLOWS NATURAL DRAINAGE WITHO BR�-' f -r" Al b I 1.25 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH MINIMUM OPENING WIDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. D O PUMP ASS STANCE. 1 F.P. XTRORDINAIR D 4) 6ASSUPPLYLINEW/ACAPAG OFATLEA5T200,0005TU/ c GONG. LRB LO R• V Z SOLID RISERS WHERE THE TREAD DEPTH I5 LESS THAN II O 5)PROYCESESMG BRAUN&FORW/HATLOOAT1ON5EOUALTO j If1 Z HIGH OUTPUT EGRESS: I I GARAGE THE TOP. BOTTOM 1/5 OF R5 VERTICAL DIMENSION S- R B STUGG GLC. 7 d J I =1 INGNES. SHALL8E AMNOF 4•ABOVE CONTROLS. / R e fV w W 4) SPACES UNDER STAIRWAYS ARE PERMITTED TO BE MODEL 06465 11 1.) AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. R51 1 THE EGRESS DOOR v DOOR ^r / < p p b)OUT5V W MTHREAPEV TEMPERATURE R F VALVE TO ^T ' X11 '7'-4" 1 1 3'-4" V-4' V V PROTECTED ON THE ENCLOSED SIDE WITH A 1 /2 INCH TOP OR SIDE VENT SHALL BE S1URE12 NEED, d SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES p p v ' I OPENER OUTSIDE W/UNTHREAOED PIre FAGNE,DOWNWARD BETWEEN 6• Fie '17�,e 3080 v GYPSUM BOARD. WHEN MEASURED BETWEEN THE FACE OF THE DOOR d THE STOP, WITH THE DOOR _ - ro 2a•ABOVE sROVNv. _ OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT D I I W . , 2560 288 BE LESS THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO D THE BOTTOM OF THE STOP. D I • b ? LAUNDRY FIREPLACES:- X T 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. g RVAGSQND U_NIT_. ® ROOM SHE HD INSTALL AS PER MFG. SPECS d COMPLY IL N THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY ° pD I LAUNDRY 5EE ELEGTRIGAL AGE U� WITH U.S. EPA PHASE II EMISSION LIMITS. O O LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE ° J SINK NOTE 32 d TILE FLOOR K 6`X6` I SSTB) GAS. FIREPLACE SHALL BE DIRECT -VENT (`1111 JJJ W OR NITS +36" 6 DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE - - - - - - - • ENVIRONMENTAL I 2 L • SEALED -COMBUSTION TYPE. p N L TOP SPLASH SOBO FIREPLACES SHALL AL50 COMPLY WITH N N NOT TO EXCEED i /4 UNIT VERTICAL IN 1 2 UNITS HORIZONTAL (2-PE�GENT). D QUALITY NOTE 1 7. N 0 ERYE NT ' - APPLICABLE LOCAL ORDINANCES. 3.) STAIRWAYS SHALL NOT BE LE55 THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS GRANITE ABOVE THE PERMITTED HANDRAIL HEIGHT d BELOW THE REQUIRED HEADROOM ° D v p Q p TOP d SPLASH UT51 0 L L O HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF p 1n p THREE GAR GARAGE 1 THE STAIRWAY t THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT d BELOW THE p •- CONCRETE SLAB FLOOR dJ LAUNDRY s BATH to Te ? HANDRAIL HEIGHT, INGLUDIN6 TREADS d LANDINGS, SHALL NOT BE LESS THAN 3 1 1/2 D I SINK • IQ # 76 INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE 6 21 INCHES WHERE HANDRAILS DD - - - - - - - SHEETROGK WALL5 d GLC. b = w TILE FLOOR N BEDROOM 2 I 60$0 ARE PROVIDED ON BOTH SIDES. p PROVIDE KEYLESS N o L CARPET FLOOR ° p ENTRY TOUGH PAD ^ 5EE ENVIRONMENTAL I FIRE SPRINKLER_SYSTEM: BACKING 6 L-12.0' ONE LITE b L-6.0' 1.) AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. R515 I NOTES 7-9 t 1 2. 111 FOR TOWEL5AFET-Y ! EXCEPTION: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE p I I PROVIDE N UPPER T.P. BAR O 44' ENTRY &LASS REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT p D I I I PLUMBING FOR F O I WOOD OR DOORS HDU% ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. R313.2 2.) WHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, V CONCRETE G DRIVE WAY SCALE: 1 /4" - 1'-O" FLOOR 1.) 2.) q_ -r WATER SOFTENER. _ • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): 0.4' ABOVE LAG Z O v tL I B Y 0 w J 6 en � N 6cz 'u" w tw1"I� PROVIDE 1 BEDROOM WINDOW WITH A MIN RESILIENT FLOOR NN `Q� Lu Q au •� V < z� M _ (ABOUT 3' ABOVE GROUND) 15 SET FOR THE FINISHED FLOOR ELEVATION.' SHALL BE IN ACCORDANCE WITH NFPA 190 OR SECTION R31 9. 5MOK5_ALARM5 DESIGN BY OTHERS. SEPARATE PERMIT WILL BE LL in UI I, R7 D O I I I ( � lXJi < 3.) = �1 GARA(5E: � � v, 2640514 2640514 h NI 4r ^, ^0 J J NN 0 F ry J J J w N F ♦ N • GLO NET CLEAR OPENING OF 5.7 SOFT. EXCEPTION: GRADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 I SEE ENVIRONMENTAL µ07E5 718 I I 1008 SgFt FOOT ABOVE GRADE. "FINI5HED" • OCCUPANCY 15 R3/U 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R3 14: D I D t0 I 4) FRAMING, UNLESS NOTED NN THE ENSINEER (j TO FINAL Q� �t�i \.iA p p /n p r4 L-3,0' �4 ! ALL EXPOSED FR MFINGESHHALDL BE PRESSURE ry ry • it 200 AMP SERVICE 1 SOFT. JJ 36• CLEAR OF TREATED WITH TREATMENT PROCESS AND Y DOOR OR WINDOW ly. INTERIOR WALLS: 2"x4' DF STUDS a 16" c/G A. IN EACH SLEEPING ROOM. R3 14.5. I (+1 •CONFIRM_LOGAT)ON: O O ' 'Q v ,t',Q' I U) U) to AFETY GLASS ENGL 0 SILL HEIGHT: MAX. 44' ABOVE FLOOR I On'N,b B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE p v � GARAGE _I N D ILB_d�L�OWER MMIN,OPENING.HEIGHT: 24'. 4 � BEDROOMS. R3 14.5 2.) WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN D ° °p I DOOR in ° DER.X_ AUSI: D TILE TO +12" D 4"X MIN._OPENIN6"IPTH: 20" b" 4"Xb` - I OPENER PROVIDE IN. MOISTURE EXHAUST I 2 GPM ®80 P51 2 5HELVE5 INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A p p I I d- 6 2 POLES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN D DUCT WITH GK-DRRFT`DAMPEF3._ THE INDIVIDUAL UNIT. R3 14.5 GARAGE_P_OORS:- THE MAXIMUI I LENGTH FOR THE 3J SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCH WIRIN615 SERVED FROM A COMMERCIAL SOURCE d 5HALL BE p D p p D p 1) HOLD GARAGE FLOOR BACK 90 AT DOOR LANDS ON APRON 3/4'BELOW 6 6E FLOOR b"X b" POST DRY R X. US DUG IS 1 4 p 402085 W/ 2 ELBO - ,� v p 3050514 v 3050514 3050 H IS 'L ry' b D 30$0 OFFICE EQUIPPED WITH A BATTERY BACKUP. R314.4 EXCEPTIONS: SMOKE ALARMS ARE PERMITTED TO BE 50LELY BATTERY OPERATED IN ° 2) FINISHED GARAGE DOOROPENM TO BE t' SHORTER M HEIGHT t 2' NARROW THAN WIDTH W/ PBS NOTE: DR R SHOWER_YALVENOTE: p SJ.� ° 4• J ^ D D p p G Q Q) p \1 i• 4"X b" WOOD OR EXISTING BUILDINGS WHERE NO CONSTRUCTION IS TAKING PLACE. OF 6ARA6E DOOR DME p VENT TO TE `MINATE p PROVIDE INDIVIDUAL CONTROL p L_7.o' 1• PORCH p p p. �9 016 RESILIENT FLOOR U7 �rPRovmE9DL1D'BLociclNSF TER OF DOOR 36" MIN. FR ANY THERMOSTATIC MIXING VALVES, S D ��� CONCRETE SLAB FLOOR p hOj� v SEE ENVIRONMENTAL CARBON MONOXIDE -_ALARMS: p p v a MINIMUM FROM HEADER TO A MINI U OF 1 4' ABOVE TOP y V PRESSURE BALANCE OR WINDOI°i OPENING. p HORIZONTAL SIDING p 1 1 NOTES Ile 1.) FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE p p D v OF DOOR, I COMBINATION VALVE TYPE. GPC p STUCCO GLC. ° _I D SD 1 L-8.0' b INSTALLED IN DWELLING UNITS d IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING _I p 408.3 EXHAUST DUCT 7 p - APPLIANCES ARE INSTALLED d IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. ° ((1 - - - p - ' &"x6" P05T7 D. 6"xb" P05T TERMtNATEI0UT51DE ° D THE BUILDING W/ 6"x 6" P05T b"xb" POST 7 Tyr. V P15 15 o p OF D 2.) CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS R3 1 5.1 8 R315.2 SHALL BE p - W/ PBS - v W/ PSS BACK -DRAFT D ( W/ PBS D W/ PB5 INSTALLED IN THE FOLLOWING LOCATIONS: D p - - - - - - - D )DAMPERS. p D A A. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMM). D B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. p S. b p p HB O IGONG. SLAB EDGE OUT 2° p p N HOSE BIBBS: BUT IB p ° p I N INSTALL NON- ° COUNTY ° p o 'I d p D p I I BAGKFLOWE 1 6 4• 4 • ' D O co �y1 V •O PREVENTION DEVICES. CPC 603 Jry 501 O Q) 2620FX 2620FX 2620FX JUN 21 2016 ° -D p D ° O I HVAC: THE LANDING AT AN EXTERIOR .- TVP. S� _ L 3' � 2650514 2650514 2650514 � D D ° O GARAGE AT THE TIME OF ROUGH INSTALLATION OR DOORWAY SHALL NOT BE MORE THAN p D ry , m 013 DEVELOPMENT ° D ' I DOOR S yO SJ U? DURING STORAGE ON THE CONSTRUCTION SITE 7.75 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, _ Q N G 1J SERVICES p p 7 ° I OPENER a 76 AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER THAN AN EXTERIOR STORM OR p IT D p p p p I I OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED SCREEN DOOR, DOES NOT SWING OVER THE LANDING. V p p p p i WITH TAPE PLASTIC SHEET METAL OR OTHER U R 5 p a G A D I METHODS. GUARDS ARE REQUIRED FOR WALKING N 30' D ABOVE ADJACENT GRADE. CRC ° p Te76 R512.1.1. D D D ° o POP=OUT: qJ� b Tom• A CONCRETE ° v D L-3.0' b SEE EXTERIOR 4� ° WALK v D ELEVATIONS. 66 3 7 v p D F.G. v ° D 5D1 J^ b HB Q 4JQJ 26505H 26505H 26505H OA A I , 0 L-6.0' 2 a L-6.0' S A u) �TYP. co O s D iIARGH ° D D \v ' -b 5-4' '-4' =6' -O" 5-4' 3-4" 3 2 17 24'-0" 10-0 9'-b" 12'-4" I TOP L � � p D WINDOW LABELS p 1=6 FIXED GLASS 5H SINGLE HUNG DH DOUBLE HUNG p D p v p o p 50 SINGLE CASEMENT DG DOUBLE CASEMENT TG TRIPLE CASEMENT v p o - - p D v v W p LS LEFT SLIDING"" RS RIGHT 51-1011,1145-' TS TRIPLE SLIDING•' p p ° - ° ° pv D p ASINGLE APWp ININ6 FA DOUBLE AWNING TA TRIPLE ANING p D - v t" D D p v D p D p NO HOPPER FH DOUBLE HOPPER TH TRIPLE HOPPER v v DD - D v D LV LOWERED PT PASS THRU - NO GLASS D p p p D D p p -NOTE-- WINDOWS ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. p D - D D p D NOTE: HOLD TOP OF v WINDOWS AT '7'-1 O". UNLESS NOTED OTHERWISE O.H. `A-daw TYP. X S ID SCALE: 1 /4" - 1'-O" FLOOR 1.) 2.) q_ -r W ® • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): 0.4' ABOVE LAG Z O v tL I Q Y 0 woo w 1.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE Q o EXTERIOR WALL: 2X6 DF STUD AT 1 6" O.G. o0 wK NN `Q� Lu Q au •� V < z� M _ (ABOUT 3' ABOVE GROUND) 15 SET FOR THE FINISHED FLOOR ELEVATION.' ILI DESIGN BY OTHERS. SEPARATE PERMIT WILL BE LL in UI Q • 2015 CALIFORNIA GREEN BUILDINGS STANDARDS CODE "GALGRPPN') � lXJi < 3.) Q GARA(5E: � � N NN ELEVATION AND TYPICAL WALL OPENING SCHEDULE. SHALL BE NO HIGHER THAN 1MANAGEMENT OCCUPANCY GROUP' REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. L in ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 1008 SgFt FOOT ABOVE GRADE. "FINI5HED" • OCCUPANCY 15 R3/U 3.) PLATE HEIGHT TO BE q' UNLE55 NOTED OTHERWISE.TYPICAL Nin FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT �i CONSTRUCTION TYPE: 4) FRAMING, UNLESS NOTED NN THE ENSINEER COVERED TO FINAL OTHERWI5E:LL ELEGT,_SER V ICE: ALL EXPOSED FR MFINGESHHALDL BE PRESSURE PATIO: it 200 AMP SERVICE • CONSTRUCTION TYPE 15 VB EXTERIOR WALL5: 2"xb" DF STUDS a 16" c/c JJ 36• CLEAR OF TREATED WITH TREATMENT PROCESS AND DOOR OR WINDOW ly. INTERIOR WALLS: 2"x4' DF STUDS a 16" c/G 48'14MIN. - 75" MAX I 285 SgFt FRONT •CONFIRM_LOGAT)ON: 2'-O' E11 IN ARCH E 1 30"x42" WHILE EVERY ATTEMPT HAS ^ BEEN MADE IN THE PREPARATION OF THI5 PLAN TOAVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR ` BUILDING CONTRACTOR / HOME OWNAL DI REVIEW AND VERIFY ALL DMEN51ON5, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. D9AFTM6 BY: y (690)8?t-0586!' 19 YCAMORC VALLlY ROAD GNICO, LYNNgMITH52 •ATT.N wA - TH9 T.NET ENERGY GALLS BY: ` i 6OLDEN SUN O` �DE816N0 MAX RAMIREZ ADAM BIRGHARD ISENERAL CONTRACTOR (530) 864-5427 I r9 I 1 -NO. /D00c * (jp 9jF0 Cr",U`n�e 5/10/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. z rL In Ill H � Oso LL F- H W �4z DOTE: FLOOD ELEVATION CERTIFICATE PREPARED BY LESLIE COKE. ELEVATIONS ARE BASED ON HUGHEST ADJACENT GRADE (HAG) d LOWEST ADJACENT GRADES (LAG). TOP OF BOTTOM FLOOR (INCL GRAWLSPAGE): O.O' ABOVE HAG d) m r� SCALE: 1 /4" - 1'-O" FLOOR 1.) 2.) q_ z W ® • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): 0.4' ABOVE LAG Z O v tL I Q Y 0 woo w 1.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE EXTERIOR WALL: 2X6 DF STUD AT 1 6" O.G. o0 wK • 2015 CALIFORNIA FIRE GORE (GFG), `Q� Lu Q au •� V < z� M _ (ABOUT 3' ABOVE GROUND) 15 SET FOR THE FINISHED FLOOR ELEVATION.' ILI DESIGN BY OTHERS. SEPARATE PERMIT WILL BE KLuV.n, UI Q • 2015 CALIFORNIA GREEN BUILDINGS STANDARDS CODE "GALGRPPN') � lXJi < 3.) Q z rL In Ill H � Oso LL F- H W �4z DOTE: FLOOD ELEVATION CERTIFICATE PREPARED BY LESLIE COKE. ELEVATIONS ARE BASED ON HUGHEST ADJACENT GRADE (HAG) d LOWEST ADJACENT GRADES (LAG). TOP OF BOTTOM FLOOR (INCL GRAWLSPAGE): O.O' ABOVE HAG THIS PLAN TO COMPLY WITH THE FOLLOWING: • 2015 CALIFORNIA BUILDING GORE (GBG), • 2015 CALIFORNIA RESIDENTIAL CODE (GRG), • 201 3 CALIFORNIA MECHANICAL CODE (CMC), SCALE: 1 /4" - 1'-O" FLOOR 1.) 2.) PLAN STRUCTURAL NOTE5: SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS 5D 1 -SDS FOR ADDITIONAL INFORMATION. TYPICAL MINIMUM SEARING WALL FRAMING U.N.O.: � _j w u- IL %bNOTE: C: LIVABLE • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): 0.4' ABOVE LAG • 201 3 CALIFORNIA PLUMBING CODE (01"W, FLO.OR PLAN NOSE5:- •TOP OF NEXT HIGHER FLOOR: 3.0' ABOVE HAG • 2015 CALIFORNIA ELECTRICAL CODE (CEG), 1.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE EXTERIOR WALL: 2X6 DF STUD AT 1 6" O.G. 23 94 5aFt 15T FLR • LOWEST ELEV OF MACHINERY: 3.0' ABOVE HAG NOTE: "A NAIL IN A LARGE OAK TREE SOUTHWE5T OF THE BUILDING PAD • 2015 CALIFORNIA FIRE GORE (GFG), REQUIRED AS PER SECTION 8313.3 OR NEPA 13D. INTERIOR WALL5: 2X6 DF STUD AT 1 6" O.G. 1Q21 5 Ft 2ND FLR 3415 SgFt TOTAL _ (ABOUT 3' ABOVE GROUND) 15 SET FOR THE FINISHED FLOOR ELEVATION.' • 2015 CALIFORNIA ENERGY GORE DESIGN BY OTHERS. SEPARATE PERMIT WILL BE q' PLATE HEIGHT • 2015 CALIFORNIA GREEN BUILDINGS STANDARDS CODE "GALGRPPN') REQUIRED. 2.) SUBMIT FINAL CONSTRUCTION WA5TE 3.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALL GARA(5E: 1) THE BOTTOM OF FLOOD VENTS (COMMONLY GALLED ELEVATION AND TYPICAL WALL OPENING SCHEDULE. SHALL BE NO HIGHER THAN 1MANAGEMENT OCCUPANCY GROUP' REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 4,) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 1008 SgFt FOOT ABOVE GRADE. "FINI5HED" • OCCUPANCY 15 R3/U 3.) PLATE HEIGHT TO BE q' UNLE55 NOTED OTHERWISE.TYPICAL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 2) A CONSTRUCTION FLOOD ELEVATION CERTIFICATE CONSTRUCTION TYPE: 4) FRAMING, UNLESS NOTED THE ENSINEER COVERED TO FINAL OTHERWI5E:LL 5.) ALL EXPOSED FR MFINGESHHALDL BE PRESSURE PATIO: I 15 REQUIRED PRIOR 1 9 PLATE HEIGHT • CONSTRUCTION TYPE 15 VB EXTERIOR WALL5: 2"xb" DF STUDS a 16" c/c TREATED WITH TREATMENT PROCESS AND APPROVAL OF THIS STRUCTURE. INTERIOR WALLS: 2"x4' DF STUDS a 16" c/G APPLICATION APPROPRIATE FOR EXPOSURE 285 SgFt FRONT (770]11 ACCORDING TO MFR'S WRITTEN GUIDELINES. 80 Sq�t BREEZE -------� b.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 145 SqFt REAR meq' PLATE HEIGHT PLATE COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, 510 SgFt TOTAL TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. DATE: - ----J J HEIGHT /' 5/10/2016 -------� 9' PLATE HEIGHT 5GALE: SHOWN 9' PLATE q' PLATE HEIGHT PLATE - HEIGHT HEIGHT 1 I IFA T:E HEI&HTS I 11 SHEET ------ L 11 O -S SCALE: 1/16 V-0" PLATE 9'- 10" PLATE HEIGHT HEIGHT c COPYRIGHT 2015 ADAM BIRGHARD - GENERAL CONTRACTOR 0.4 MAX RAMIREZ - GOLDEN 5UN DESIGN - ENERGY CALLS SUMMITS RUGTURAL DESIGN - 5 RUG U AL NEIN R G:\User9\Lynn\Documents\Chief XB Plans\Adam Birchard Residence\Birchard Residence.layout LYNN SMITH - DRAFTING (530) 864-5421 CELL 89 SAMSON AVENUE, CORNING, CALIFORNIA 96021 v';e ��� 383 RIO UNDO AVENUE .200, GHIGO, GA 95926 ADAM BIRGHARD �p�ryM� 1 99 SYCAMORE VALLEY ROAD, EMAIL ADDRESS: Adam•BirchardGOnStructioacom �O� 221PHONE: (550)521-'724 2 CELL (530) 592-4401 WORK (530) 864-5421 CELL IIIA It CHICO, GA 95915 EMAIL ADDRESS: Max•GadMama.eom EMAILADDRE55: RVlande5ummitChlco.com EMAIL ADDRESS: Adam•BirehardGonstruetion.com .e... (550) 891-0585 WORK i 4 .f STAIR5,_HANDRAILS_d GUARD5: ROOF_4 GEILING_FRAMING: ENVIRONMENTAL QUALITY_ STAIR WIDTH: STAIRWAYS SHALL HAVE A WIDTH OF NOT LE55 THAN 36 INCHES. SPIRAL 1.) ATTIC VENTILATION: ATTIC5 4 ENCLOSED RAFTER SPACES SHALL HAVE 5ESTION 4.501: MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, STAIRWAYS AS PROVIDED FOR IN R3 1 1.7.1 GRO55 VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1' OF IRRITATING AND/OR HARMFUL TO THE COMFORT 4 WELL BEING OF A BUILDING'S INSTALLERS, OCCUPANTS 6 5TAIR_HEADROOM: STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 AIRSPACE 15 REQUIRED BETWEEN THE INSULATION t THE ROOF SHEATHING. THE NEIGHBORS. INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE N051NG5. NET FREE VENTILATING AREA SHALL NOT BE LE55 THAN 1 / 1 50 OF THE AREA 1.) FIREPLACES: 4.503.1 ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE 5TAIRWAY TO THE POINT WHERE THE 6 D TYPE. ANY INSTALLED WOOD5TOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. OF THE 5PAGE VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE LIMITS WHERE APPLICABLE. OVES, PELLET STOVES d FIREPLACES SHALL ALSO COMPLY WITH THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE 5TAIRWAY 4 UPPER PORTION OF THE 5PAGE 4 THE BALANCE PROVIDED BY SOFFIT VENTS. NCES- APPLICABLE LOCAL ORDINANCES. LANDING. R3 1 1.1.2 R806 2.) POLLUTANT CONTROL: 4.504.1 COVERING OF DUCT OPENINGS 4 PROTECTION MEGHANIGAL STAIR WALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1 /300 OF C5 EQUIPMENT DURING GONSTRUGTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE DIRECTION OF TRAVEL THROUGH THE TURN 4 LOCATED 1 2 INGHE5 FROM THE 51DE WHERE THE AREA WHEN AT LEAST 40% 4 NOT MORE THAN 50% OF THE REQUIRED CONSTRUCTION 51TE ! UNTIL FINAL STARTUP OF THE HEATING, COOLING 4 VENTILATING EQUIPMENT, ALL DUCT THE WINDERS ARE NARROWER. THE 1 2 -INCH DIMENSION SHALL BE MEASURED FROM THE VENTILATORS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC OR 4 OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC,, WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF RAFTER SPACE. R806.2 5HEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR 5,) ATTIC, ACCESS: AN OPENING NOT LE55 THAN 20' BY 50' SHALL BE PROVIDED WATER, DUST 4 DEBRIS, WHICH MAY ENTER THE SYSTEM. H H JAG NT WINDERS SHALL BE USED. R31 1.7. 4 WIDT OFT E AD E NIM M EAR ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A MI V GL RIA 5 SHA COMPLY W ITH THIS SECTION. T TROL: 4.504.2 FINISH MATE L LL FI 15H MATERIAL POLLU ANT GON 3.) N TREADS 4 RISERS: STAIR TREADS 4 RISERS SHALL COMPLY WITH SECTION R3 1 1.7.5: O HEADROOM IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE AGGE55 HE 2.1 ADHESIVES, SEALANTS 4 CAULKS. ADHESIVES, SEALANTS d CAULKS USED ON THE PROJECT SHALL R31 L'7 5 DIMENSION REFERENCE SURFACES: FOR THE PURPOSE OF THIS SECTION, ALL OPENING. R807.1 MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL MEET DIMENSIONS ARE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: R3 1 1 1.5_142 RISER HEIGHT 4 TREAD DEPTH: THE MAXIMUM RISER HEIGHT SHALL BE 7 C 5A1 ETY GLAZING: A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, 4 M IN R 1 H : TH MINIMU W DE /4 INCH 5� THE MINIMUM TREAD DEPTH SHALL BE O IMG ES E 3 E T A IN INCLUDE THE FOLLOWING: R UIRING SAFE Y GL Z G HA ARDZIN L OGATIONS EQ Z NTR OR AIR QUALITY TI N GO OL A AIR POLLU O K HAL OMPLY WITH LOCAL OR REGION L GAUL 5 5 L G TREAD DEPTH AT THE WALKLINE SHALL BE 1 O INGHE5; 4 THE MINIMUM WINDER TREAD 1 J GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, IN FIXED 4 OPERABLE PANELS MANAGEMENT RULES WHERE APPLICABLE OR RULE 1 1 V LIMITS, SHOWN DEPTH SHALL BE b INGHE5. A N051N6 NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN OF SLIDING DOOR 4 BIPOLD i GLAZING STORM DOORS. EMFOR L O H AS APPLICABLE. SUGN PRODUCTS ALSO SHALL COMPLY WITH ENE OR ODUCTS TABLE 4 .1 OP. 4. 1 1 /4 INGHE5 SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE H HI 2.) GLAZING IN DOORS 4 ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM SUR ON OM2, RULE 1 1 68 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE R PRO TREAD DEPTH 15 LESS THAN 1 1 INCHES. ROOMS, BATHTUBS 4 SHOWERS, 4 GLAZING IN ANY PORTION OF A BUILDING WALL DICHLORIDE, METHYLENE CHLORIDE, PERGHLOROETHYLENE 4 TRICHLOROETHYLENE), EXCEPT FOR R3 1 1_1.5.2 STAIR TREADS t RISERS SHALL BE OF UNIFORM 51ZE 4 SHAPE. THE ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. TOLERANCE BETWEEN THE LARGEST 4 SMALLEST RISER HEIGHT OR BETWEEN THE B. AEROSOL ADHESIVE5, ! SMALLER UNIT SIZES OF ADHESIVES, t SEALANT OR CAULKING COMPOUNDS LARGEST 4 SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH IN ANY FLIGHT OF THE GLAZING I5 LE55 THAN b0" ABOVE A STANDING SURFACE. (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND 4 DO NOT STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF 5.) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR CONSIST MORE THAN 1 6 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOG STANDARDS 4 STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING I5 WITHIN A 24' ARG OF IN I MPOUNDS OF OTHER REQUIREMENTS, INGLUDING PROHIBITIONS ON USE GERTA .T , EQ 931.1.1.5.3 NOSINGS: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO EITHER A VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION i WHERE THE IN IOC 4 CALIFORNIA CODE OF REGULATIONS, TITLE 1 7, GOMMENGING WITH SECTION 94507. GREATER THAN 9/ 1 6 INCH. A NOSING NOT LESS THAN 5/4 INCH BUT NOT MORE THAN 1 BOTTOM EXPOSED EDGE OF THE GLAZING I5 LE55 THAN 60" ABOVE THE 4.) PAINTS d COATINGS: 4.504.2.2 ARCHITECTURAL PAINTS 4 COATINGS SHALL COMPLY WITH VOC LIMITS IN 1 /4 INGHE5 SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST WALKING SURFACE. THIS PROVISION DOES NOT APPLY WHEN THERE 15 AN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE INTERVENING WALL BETWEEN THE DOOR 4 GLAZING, WHERE AGGE55 THROUGH UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOG CONTENT LIMIT FOR COATINGS THAT DO NOT THAN 5/8 INCH BETWEEN TWO STORIES, INGLUDING THE NOSING AT THE LEVEL OF THE DOOR IS A CLOSET 3' OR LE55 IN DEPTH, OR TO GLAZING IN WALLS MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE FLOORS 4 LANDINGS. BEVELING OF NOSIN65 SHALL NOT EXCEED 1 /2 INCH. PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION, OTHER DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, ZX0FPIlON: THAN THE WALL TOWARD5 WHICH THE DOOR SWINGS. BASED ON 1T5 GLOSS, A5 DEFINED IN SUBSECTIONS 4.2 1, 4.36, 4 4.37 OF THE 2001 CALIFORNIA AIR A N051Nb IS NOT REQUIRED WHERE THE TREAD DEPTH 15 A MINIMUM OF 1 1 INGHE5. 4.) GLAZING WHERE THE INDIVIDUAL PANE I5 6REATER THAN 9 SOFT, HAS A RESOURCES BOARD, SUGGESTED CONTROL MEASURE, 4 THE CORRESPONDING FLAT, NONFLAT OR STAIRWAYLANDIN65: THERE SHALL BE A FLOOR OR LANDING AT THE TOP 4 BOTTOM OF BOTTOM EDGE LE55 THAN 1 W ABOVE THE FLOOR 4 A TOP EDGE 6REATER NONFLAT-HIGH GLOSS VOG LIMIT IN TABLE 4.504.3 SHALL APPLY. EACH 5TAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL THAN 36" ABOVE THE FLOOR, 4 IS ADJACENT A WALKING SURFACE. 5.) AEROSOL PAINTS 4 COATINGS: 4.504.2.3 AEROSOL PAINTS 4 COATINGS SHALL MEET THE PRODUGT- SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER S 4 S.J GLAZING ADJACENT TO STAIRWAYS, LANDINGS i RAMPS WITHIN 36" WEIGHTED MIR LIMITS FOR ROC, IN SECTION 94522(A)(3) i OTHER REQUIREMENTS, INGLUDING THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK HORIZONTALLY OF A WALKING SURFACE, WHEN THE EXP05W SURFACE OF THE G SUBS ANC PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS t OZONE DEPLETING SUBSTANCES, IN SECTIONS N USE LINE 4 THE TOTAL AREA IS NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS GLASS IS LE55 THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING g4522(G X27 t OF CALIFORNIA GODS OF REGULATIONS, TITLE 1 7, WITH SECTION EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, 94520; 4 IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN 36 INGHE5. SURFACE. ADDITIONALLY COMPLY WITH THE PERCENT VOG BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, EXCEPTION A FLOOR OR LANDING I5 NOT REQUIRED AT THE TOP OF AN INTERIOR 6.) GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM RULE 49. FLIGHT OF STAIRS, INGLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR TREAD OF A 5TAIRWAY IN ANY DIRECTION, WHEN THE EXPOSED SURFACE OF b.) VERIFICATION: 2.4 G PROVIDED AT MENTATIE WITH THIS SECTION SHALL DOES NOT SWING OVER THE STAIRS. R3 1 1.1.6. THE GLA55 I5 LE55 THAN 60" ABOVE THE NOSE OF THE TREAD. LI OF THE ENFORGINb AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE THE E CING ENC . D C HANDRAILS: STAIRWAYS WITHIN DWELLING UNITS 4 SPIRAL STAIRWAYS ARE PERMITTED TO SITE ADDRE55: FOL ONI G:T HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR A. MANUFACTURER'S PRODUCT SPEGIFIGATION. STAIRS WITH LESS THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. R3 1 1.7.8. 1 4 APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LE6 BLE - IT R ONTAINERS. B. FIELD VERIFICATION OF ON 5 E P ODUGT G HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSIN65, OR FINISH VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL 1.) CARPET SYSTEMS: 4.504.5 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INGHE5 t NOT MORE CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS t PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: THAN 58 INCHES. R5 1 1.1.8.1. bRA5PABiLITY: HANDRAILS WITH A GIRGULAR GROSS SECTION SHALL HAVE AN OUTSIDE NI M OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INGHE5 WITH A MI MU PRO RAM. A. CARPET 1 RUG INSTITUTE'S GREEN LABEL PLUS 6 DIAMETER OF AT LEAST 1 1 /4 INGHE5 4 NOT GREATER THAN 2 INCHES. IF THE HANDRAIL STROKE WIDTH OF 1 /2 INCH. WHERE AGCE5515 BY MEANS OF A PRIVATE ROAD 4 THE B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,'5TANDARD METHOD FOR THE TESTING 4 IS NOT GIRGULAR, IT SHALL HAVE A PERIMETER VIMEN51ON OF AT LEAST 4 INGHE5 ! NOT BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR EVALUATION OF VOLATILE ORGANIC GHEMIGAL EMi5510N5 FROM INDOOR SOURCES USING GREATER THAN 61 /4 INGHE5 WITH A MAXIMUM GROSS -SECTION DIMENSION OF 2 1 /4 OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. R3 1 9.1. ENVIRONMENTAL CHAMBERS; VERSION 1.1, FEBRUARY 201 O (AKA SPECIFICATION 01 350.) INGHE5. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. C. NSF/AN5I 140 AT THE GOLD LEVEL. D. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTA6ETM 60LD. CONTINUITY: HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH 8.) CARPET CUSHION: 4.504.5.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TDP RISER TO A POINT DIRECTLY THE REQUIREMENTS OF THE CARPET ! RUb INSTITUTE'S GREEN LABEL PROGRAM. ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TO A GREEN 4 DE51GN: 9J CARPET ADHESIVE: 4.504.5.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE TERMINATE IN NEWEL PO575 OR SAFETY TERMINALS. HANDRAILS ADJACENT WALL -PLANNING 4.504.1. SHALL HAVE A SPACE OF NOT LE55 THAN 1 1 /2 INGHE5 BETWEEN THE WALL 4 THE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE 1 O.) RESILIENT FLOORING 5YSTEM5: 4.504.4 WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 HANDRAILS.. R3 1 1.1.8.2 IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT ER0510N PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE EXCEPTIONS: 4 RETAIN SOIL RUNOFF ON THE SITE 4.106.1: FOLLO W IN6: T T TH HA P RMI TO BE INT RRUPTED BY A NEWEL POS A E A. HANDRAILS 5 LL 8E E TTED E I TO RETAIN STORM R NTION BASINS OF SUFFICIENT SIZE SHALL BE UT LIZED h. ETE A. VOG EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (GHPS) TURN. B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL I5 WATER ON THE SITE. B. WHERE STORM WATER I5 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION HIGH PERFORMANCE PRODUCTS DATABASE. B. PRODUCTS COMPLIANT WITH GHPS CRITERIA CERTIFIED UNDER THE bREENGUARD CHILDREN 4 ALLOWED OVER THE LOWEST TREAD. POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE SCHOOLS PROGRAM. GUARDS: WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE G. GERTIFIGATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (REGI) FLOOR SCORE SURFACES, STAIRS, RAMPS 4 LANDINGS THAT ARE LOCATED MORE THAN 90 INGHE5 ENFORCING AGENCY. PROGRAM. MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 C. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,'STANDARD METHOD FOR THE TESTING d INGHE5 HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARD5 SHALL BE ADEQUATE IN ORDINANCE. EVALUATION OF VOLATILE ORGANIC GHEMIGAL EMISSIONS FROM INDOOR SOURCES 5TREN6TH 4 ATTACHMENT IN AGGORDANGE WITH SECTION R31 2. METHOD5 TO MANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION 4 1 35 ENVIRONMENTAL CHAMBERS." VERSION 1.1, FEBRUARY 201 O (AKA 5PEGIFIGAEION O 1 350). HE16HT: REQUIRED GUARDS SHALL BE NOT LE55 THAN 42 INGHE5 HIGH, MEASURED DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS t OTHER WATER 1 1 COMPOSITE WOOD PRODUCTS. 4.504.5 HARDWOOD PLYWOOD, PARTICLEBOARD 4 MEDIUM DENSITY VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS !AID IN FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL THE LINE GONNEGTING THE LEADING ED6E5 OF THE TREADS. 931 2.1.2. GROUNNDWATER RECHARGE. 4.1 06.3 MEET THE REQUIREMENTS FOR FORMALDEHYDE A5 SPECIFIED IN ARB'5 AIR TOXICS CONTROL MEASURE EXCEPTIONS: ATER EFFICIENCY 4_OON5ERVATION: FOR COMPOSITE WOOD (11 GGR 95120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE A. GUARDS EA THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 94 INGHE5 MEASURED VERTICALLY FROM A LINE GONNEGTING THE LEADING EDGES OF -W_ INDOOR WATER CONSERVING PLUMBING FIXTURES t FITTINGS, SHALL COMPLY WITH THE SECTIONS, A5 SHOWN IN TABLE 4.504.5. 1 2) DOCUMENTATION: 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS THE TREADS. B. WHERE THE TOP OF THE GUARD AL50 SERVES AS A HANDRAIL ON THE OPEN SIDES FOLLOWING 4.303.1: A. WATER CLOSETS: 1.28 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LE55 THAN 34 INGHE5 d NOT OF DUAL FLUSH TOILETS I5 THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO FOLLOWING: R 1 TI ri ! P CIFICATIONS. A. PRODUCT TIF GA O 5 E MORE THAN 38 INGHE5 MEASURED VERTICALLY FROM A LINE CONNECTING THE REDUCED FLUSHES d ONE FULL FLUSH. 4.303.1.1 I B. GRAIN OF CUSTODY GERTIFIGATIONS. U LEADING EDGES OF THE TREADS. B. URINALS: NOT TO EXCEED 0.5 GALLONS PER FLUSH. 4.505.1.2 G. SINGLE SHOWERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 60 G. PRODUCT LABELED 4 INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION OPENING 41MITAIIONS: REQUIRED GUARD5 SHALL NOT HAVE OPENINGS WHICH ALLOW (SEE GGA, TITLE 1 7, SECTION 93 1 20, ET SEQ.). PASSAGE OF A SPHERE 4 INGHE5 IN DIAMETER FROM THE WALKING SURFACE TO THE PSI. 4.303.1.3 D. MULTIPLE SHOWERHEAD5 SERVING ONE SHOWER: THE COMBINED FLOW RATE OF D. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS- i OR P5-2 STANDARDS OF THE REQUIRED GUARD HEIGHT. R91 2.1.3 E7cGEPTIQNS: ALL 5HOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN A51NZ5 2269 OR EUROPEAN 636 35 A FROM A HEIGHT OF 36 INGHE5 TO 42 INGHE5, 6UARO5 SHALL NOT HAYS OPENINGS VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER STANDARDS. WHICH ALLOW PASSAGE OF A SPHERE 45/8 INGHE5 IN DIAMETER. SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION E. OTHER METHODS hGGEPTABLE TO THE ENFORCING AGENCY. B. THE TRIANGULAR OPENINGS THE OPEN SIDES OFA STAIR, FORMED BY THE N RED A 5HOWERHEAD. T A M .NOT A HAND-HELD SHOWER SHALL 6E GO 5 DE R TI E E 4 N7 RI R 5 R T L. E TION ,505. J E O MOI TU _E GON__RP 5 G M HA NOT LLOW PA55hGE OF A SPHERE 6 INGHE5 IL RISER TREAD 4 BOTTO RAIL 5 LL A IM F W RATE OF RESIDENTIAL R ID NTIAL LAVATORY FAUCETS: THE MAX UM LO E. E5 E IR TO HAVE A N T SLAB FOUNDATIONS REQU ED NGR T SLAB FOUNDATIONS: 4.505.2 GO GRE E 1 3J GO E E IN DIAMETER. I. TH X 1.5 A ONS PER MINUTE AT 60 PS E LAVATORY FAUCETS SHALL NOTE GEED G LL R RETE SLAB -ON -GROUND NIA 1 IN ODE CHAPTER 1 9 O GONG VAPOR RETARDER BY THE GALIFOR BU LD G G G. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, A SPHERE 43/8 INGHE5 IN DIAMETER. THAN 0.8 GALLONS PER MINUTE AT 20 PSI. 4.903.1.4.1 SHALL AL50 COMPLY WITH THIS SECTION. WINDOW SILLS: IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW I5 F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT 14.) CAPILLARY BREAK: 4.505.2.1 A CAPILLARY BREAK SHALL 8E INSTALLED IN GOMPLIANGE WITH AT LOCATED MORE THAN 72 INGHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE EXCEED 1.8 GALLONS PER MINUTE AT 60 PSL KITCHEN FAUCETS MAY LEAST ONE OF THE FOLLOWING: LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INGHE5 TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO A. A 4 -INCH -THICK (1 O 1.6 RNRN) BASE OF L/ZINGH (1 2.1 MM) OR LARGER GLEAN AGGREGATE ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW I5 LOCATED. EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, 4 MUST DEFAULT TO A MAXIMUM FLOW SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE 4 A OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUCETS CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, 4 CURLING, SHALL BE PASSAGE OF A 4 -INCH -DIAMETER SPHERE WHERE SUCH OPENIN65 ARE LOCATED WITHIN ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 502.2R-06. 24 INGHE5 OF THE FINISHED FLOOR RS 1 2.2.1 REDUCTION. 4.303.1.4.4 B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. OUTDOOR IRRIGATION CONTROLLERS 4.304.1: AUTOMATIC, IRRIGATION SYSTEM G. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. LEGA_ L REQUIREMENTS: CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER 4 INSTALLED AT THE TIME 1 5.) MOISTURE CONTENT OF BUILDING MATERIALS: 4.505.5 BUILDING MATERIALS WITH VISIBLE 51GN5 OF 1.) PERMIT ON SITE: A DOPY OF THE BUILDING PERMIT MUST BE KEPT ON 517E UNTIL THE OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: WATER DAMAGE SHALL NOT BE INSTALLED. WALL 4 FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE WORK IS COMPLETED 4 A FINAL INSPECTION HAS BEEN MADE. R 105.1 A CONTROLLERS SHALL BE WEATHER- OR SOIL MOISTURE -BASED CONTROLLERS FRAMING MEMBERS EXCEED 1 9 -PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN 2.) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' COMPLIANCE WITH THE FOLLOWING: CERTIFICATE I5 REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE NEEDS AS WEATHER CONDITIONS CHANGE. A. 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE PROCEEDING WITH CONSTRUCTION ABOVE. R 106.1.3. B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR MOISTURE METER. EQUNALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE FOUNDATIONS_$. DRAINAGE: COMMUNICATION 5YSTEM5 THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A ENFORCING AGENCY t SHALL 5ATI5FY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS GORE. SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR B. MOISTURE READIN65 SHALL BE TAKEN AT A POINT 2 FEET (61 O MM) TO 4 FEET (1 21 9 MM) FROM DRAINAGE: 9401.3 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER COMMUNICATES WITH THE GONTROLLER(S). SOIL MOISTURE -BASED CONTROLLERS THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. GONVEYANGE OR OTHER APPROVED POINT OF GOLLEGTION THAT DOES NOT CREATE A ARE NOT REQUIRED TCO HAVE RAIN SENSOR INPUT. G. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL 4 FLOOR HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE 5HALL FALL A MINIMUM OF 6INGHE5 WITHIN THE FR5T 1O FEET. MATERIAL CONSERVATION RESOURCE_EFFIVENOY: FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME EXCEPTION: WHERE LOT LINES, WALL5, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 _a. 1.) RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC GABLES, OF APPROVAL TO ENCLOSE THE WALL 4 FLOOR FRAMING. D. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE INGHE5 OF FALL WITHIN 1 O FEET. DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 1 O FEET OF THE CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALL5 REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET - BUILDING FOUNDATION 5HALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY GLO51N6 SUCH OPENINGS WITH GEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING BUILDING. ACCEPTABLE TO THE ENFORCING AGENCY. 4.406.1 RECOMMENDATIONS PRIOR TO ENCLOSURE. FRAMING_- GENERAL-: 2.) CONSTRUCTION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A SECTION 4.506:.JNDOOR AIRSIVALITL4_EXHAUSZ 1 6) BATHROOM EXHAUST FANS. 4.506.1 EACH BATHROOM 5HALL BE MEGHANIGALLY VENTILATED t 1.) WOOD PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION MINIMUM OF 50 PERCENT OF THE NON-HAZARDOU5 CONSTRUCTION 4 DEMOLITION SHALL COMPLY WITH THE FOLLOWING: W ITH A MINIMUM 1 /2' DIAMETER STEEL BOLTS OR OTHER APPROVED ANCHORS. WA5TE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A FANS SHALL BE ENERGY STAR COMPLIANT ! BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. BOLTS SHALL BE EMBEDDED AT LEA5T 7' INTO THE CONCRETE t SHALL BE A MORE STRINGENT LOCAL CONSTRUCTION 4 DEMOLITION WA5TE MANAGEMENT UNLESS FUNCTIONING A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE SPACED NOT MORE THAN 6 APART. THERE 5HALL BE A MINIMUM OF TWO BOLTS ORDINANCE. 4.408.1 UM CONTROLLED BY A HUMIDITY CONTROL. PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 1 2' OR LESS THAN 4" FROM EXCEPTIONS: V HUMIDITY T L SHALL CAPABLE AD NT BETWEEN A RELATI E B. A. HUMIDITY GON RO 5 EACH END OF THE PIECE. 9403.1.6 AT IL ! AND -CLEARING DE6RI5. A. EXGAV ED 50 L B. ALTERNATE WA5TE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL EN AMA RANGE OF LE55 THAN OR EQUAL TO 50 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY T 2.) PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INGHE5 BY 3 INGHE5 IN SIZE, AGENCIES IF DIVERSION OR REGYGLE FACILITIES CAPABLE OF GOMPLIANGE WITH CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE 4 THE NUT EXCEPT THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE XHAU T FAN 4 IS NOT G. B. HUMIDITY CONTROL MAY, A SEPARATE COMPONENT TO THEE 5 WHERE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER I T INTEGRAL I.E. BUILT-IN . B REQU RED OBE ( ) U 15 PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO B/ 1 6 INCH JOB5ITE. G. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THI5 D. NOTES: FOR THE PURPOSES OF THIS SECTION, TI BATHROOM A ROOM WHICH CONTAINS A LARGER THAN THE BOLT DIAMETER 4 A SLOT LENGTH NOT TO EXCEED 1 3/4 WH N 1 OLATED JOB SITES ARE LOCATED IN AREAS BEYOND THE HAUL SECTION E 5 I RAL TO BATHROOM ION. IGHTING INTEL R ERG MBINAT L W R O TU6/SHOW O BATHTUB, SHO E , T A HER 15 PLACED BETWEEN THE PLATE P I A TANDARD GU W 5 INGHE5 ROV DED 5 H MPLY WITH THE GA LIFORNIA ENERGY CODE. HA T FANS 5 ALL GO EX US WASHER t THE NUT. 8602.1 1 5.) FOUNDATION PLATES OR SILLS THAT REST ON EXTERIOR FOUNDATION WALLS 6 N ARIES OF THE DIVERSION FACILITY. BOU D 9.) CONSTRUGTIONWASTE MANAGEMENT PLAN: SUBMIT A GONSTRUGTION WASTE SEGIHE TING I AIR -CO ONMENSAL.COMFORT_ 1 7.) HEATING ! VTR -CONDITIONING SYSTEM DESIGN: 4.501.2 HEATING IATA -CONDITIONING 5YSTEM5 SHALL ARE LE55 THAN 8" FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR MANAGEMENT PLAN IN CONFORMANCE W ITH ITEMS A THROUGH E. THE CONSTRUCTION BE SIZED, DESIGNED t HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: PRESERVATIVE -TREATED WOOD. WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY! SHALL BE AVAILABLE A. THE HEAT L059 4 HEAT GAIN I5 ESTABLISHED ACCORDING TO AN5I/ALGA 2 MANUAL J-2004 4.) POSTS, GIRDERS, JOISTS 4 SU13FLOOR LOCATED IN A CRAWL SPACE MUST BE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 4.406.2 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LE55 A. IDENTIFY THE CONSTRUCTION 4 DEMOLITION WASTE MATERIALS TO BE DIVERTED SOFTWARE OR METHODS. THAN I WOR WOOD GIRDERS ARE LESS THAN 1 2' ABOVE THE EXPOSED GROUND. FROM DISPOSAL BY REGYGLIN6, REUSE ON THE PROJECT OR SALVAGE FOR - 9 RESIDENTIAL DUCT B. DUST SYSTEMS ARE SIZED TNG TO AN5I/VALE 1 MANUAL D 200 5J WOOD ROOF TRUSS MEMBERS ! COMPONENTS SHALL NOT BE GUT, NOTCHED, FUTURE USE OR SALE. B. SPECIFY IF CONSTRUCTION t DEMOLITION WA5TE MATERIALS WILL BE SORTED HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. SYSTEMSE OOKS O DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN ON-SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). TING 4E MANUA 5-2004 N T A I/ALGA 3 L G. SELECT HEATING t COOLING EQUIPMENT hG G O NS APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. THE TRUSS DESIGN 5HALL G. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION 4 DEMOLITION WASTE (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. THER TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC OR PLUMBING EQUIPMENT. N TH SYSTEMS FUNCTION EZCC><PTIQN_: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TOE SURE E =1 C pp X001?. MATERIAL WILL BE TAKEN. D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF ARE A�CCCEPTABLE. _-RAMINE: 1.) CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MEGHANIGAL CONSTRUCTION t DEMOLITION WA5TE GENERATED. INSTALLER 4 SPE_O-I_AL IN5PFFFFECTORS:_ MEANS OR BY OPENINGS INTO THE UNDER -FLOOR AREA WALLS. SUCH OPENINGS E, SPECIFY THAT THE AMOUNT OF CONSTRUCTION 4 DEMOLITION WA5TE MATERIALS INSTALLER TRAINING: 102.1 HVAC SYSTEM INSTALLERS SHALL BE TRAINED 4 CERTIFIED IN THE PROPER 5HALL HAVE A NET AREA OF NOT LESS THAN 1 SOFT FOR EACH 1 50 SOFT OF DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. INSTALLATION OF HVAC SYSTEMS INCLUDIN6 DUCTS 4 EQUIPMENT BY A NATIONALLY OR REGIONALLY UNDER -FLOOR AREA OPENINGS SHALL BE LOCATED 50 AS TO PROVIDE GROSS 4J WA5TE MANAGEMENT -COMPANY: UTILIZE A WASTE MANAGEMENT COMPANY, RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC, VENTILATION. SUCH OPENINGS 5HALL BE COVERED WITH CORROSION -RESISTANT APPROVED BY THE ENFORCING AGENCY, WHICH GAN PROVIDE VERIFIABLE INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION 1 RESPONSIBILITY OF A PERSON TRAINED t CERTIFIED WIRE MESH WITH OPENINGS NOT 6REATER THAN i /8" OR OTHER APPROVED N 4 MOLITION WASTE DOCUMENTATION THAT THE PERCENTAGE OF GONSTRUGTIO DE TO INSTALL HVAC 5YSTEM5 OR GONTRAGTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF MATERIALS WITH THE LEAST DIMENSION OF THE GOVERIN6 NOT TO EXCEED 1 /4" IN MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.406.1. NOTE: THE ACCEPTABLE HVAC, TRAINING 4 CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE DIMENSION. R408 OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 FOLLOWING: 2.) CRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE AGGE55 OPENING NOT WAST MANAGEMENT DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A E 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS. LESS THAN i 8' BY 24". 9408.4 COMPANY. 2. PUBLIC, UTILITY TRAINING PROGRAMS. WOOD-PROTECiTION:. T THAT ENERATE A TOTAL PROJEG 5 6 3, TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR 1.) PROTECTION OF WOOD 4 WOOD BASED PRODUCTS FROM DECAY 5HALL BE PROVIDED IN C, BINFD 4EI6HT F CONT RUCTIOERNATIVE: COMBINED WEIGHT OF GONSTRUGTION 4 DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHICH DO NOT EXCEED FOUR (4) LBS./5Q. FT. OF THE BUILDING AREA SHALL MEET THE VERIFICATION ORGANIZATIONS. 4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS. THE FOLLOWIN6 LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT I5 PRESERVATI VE -TREATED IN AGGORDANGE W ITH AWPA U 1 FOR THE SPECIES, PRODUCT, MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 5. OTHER PROGRAMS AGGEPTABLE TO THE ENFORCING AGENCY. PRESERVATIVE t END USE section r511. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF 4.408.1. SPECIAL INSPECTION: 702.2 WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE AWPA U L bJ DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS A. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 1 8 AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS 1 THROUGH TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. INGHE5 OR WOOD GIRDERS WHEN CLOSER THAN 1 2 INCHES TO THE EXPOSED GROUND IN 5, SECTION 4.408.9 OR SECTION 4.408.4. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE 5ATI5FAGTION OF THE ENFORCING CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE A. SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING AGENCY FOR THE PARTICULAR TYPE OF IN5PEGTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER BUILDING FOUNDATION. STANDARDS CODE (RESIDENTIAL7 LOCATED AT W NW.HGD.CA.GOV/ CERTIFICATIONS OR QUALIFICATIONS AGGEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING B. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR CAL6REEMATML MAY BE USED TO A5515T IN DOCUMENTING COMPLIANCE W ITH CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE FOUNDATION WALL5 t ARE LE55 THAN 5 INGHE5 FROM THE EXPOSED GROUND. THI5 SECTION. QUALIFICATIONS OFA SPECIAL INSPECTOR: G. SILLS 4 SLEEPERS ON A CONCRETE OR MA50NRY SLAB THAT I5 IN DIRECT CONTACT WITH g. MIXED CONSTRUCTION 4 DEMOLITION DEBRIS (G4D) PROCESSORS GAN BE 1. IGATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES REGYGLIN6 4 PUBLISHER PUBLIS BARRIER RECOVERY (GALREGYCLE). 2. BY A STATEWIDE ENERGY CONSULTING VERIFICATION ORGANIZATION, SUGN AS D. THE ENDS OF WOOD 61RDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALL5 MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, 7J OPACT HERS RATE S, S, t HOME ENERGY AUDITORS. HERS RATERS, BUILDING PERFORMANCE CONTRA HAVING CLEARANCES OF LESS THAN 1 /2 INCH ON TOPS, SIDES 4 ENDS. E. WOOD SIDING, SHEATHING t WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A V lON_4. COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA AGGEPTABLE TO THE RENT( 3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE CLEARANCE OF LE55 THAN b INGHE5 FROM THE GROUND OR LE55 THAN 2 INGHE5 ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE APPROPRIATE TRADE. MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, 4 SIMILAR BUILDING: 4. OTHER PROGRAMS AGGEPTABLE TO THE ENFORCING AGENCY. HORIZONTAL SURFACES EXPOSED TO THE WEATHER 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN NOTES: F. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS WITH THE BUILDING THROUGHOUT THE LIFE GYGLE OF THE STRUCTURE. 1. 5PEGIAL IN5PECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLE55 2. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. A. EQUIPMENT 4 APPLIANCES, INGLUDING WATER -SAVING DEVICES 4 SYSTEMS, 2. HERS RATERS ARE 5PEGIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMI5510N (CEG) 6. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO HVAC, 5YSTEM5, WATER -HEATING 5YSTEM5 4 OTHER MAJOR APPLIANCES 4 TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS). THE INTERIOR OF EXTERIOR MASONRY WALL5 OR CONCRETE WALL5 BELOW GRADE EQUIPMENT. WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE EXCEPT WHERE AN APPROVED VAPOR RETARDER I5 APPLIED BETWEEN THE WALL 4 THE B. ROOF 4 YARD DRAINAGE, INGLUDING GUTTERS 4 DOWNSPOUTS. OWNER'S AGENT SHALL EMPLOY ONE OR MORE 5PEGIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER FURRING STRIPS OR FRAMING MEMBER5. G. 5PAGE CONDITIONING SYSTEMS, INGLUDING CONDENSERS 4 AIR FILTERS. DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL 2J LUMBER t PLYWOOD REQUIRED TO BE PRESSURE -PRESERVATIVE -TREATED IN D. LAND5GAPE IRRIGATION SYSTEMS. DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR ACCORDANCE WITH SECTION R315.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED E. WATER REUSE SYSTEMS. TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE 5PEGIAL INSPECTOR 5HALL HAVE A INSPECTION AGENCY. PECTIC 3. INFORMATION FROM LOCAL UTILITY, WATER 4 WASTE RECOVERY PROVIDERS ON GERTIFIGATION FROM A REG06NIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED AGE COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, HANDRAILS 3.) W I METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INGLUDING REGYGLE BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB 4 GUARDRAIL 5YSTEM5 SHALL BEAR LABEL INDICATING THE REQUIRED PERFORMANCE PROGRAMS 4 LOCATIONS. FUNCTION, AS DETERMINED BY THE LOCAL AGENCY. LEVELS 4 DEMONSTRATING GOMPLIANGE WITH THE PROVISIONS OF ASTM D 7032. 4.) IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2(i ), 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. NOTE: 5PEGIAL INSPEGTOR5 SHALL BE INDEPENDENT ENTITIES W ITN NO FINANCIAL INTEREST IN THE METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOMM6 METHODS OR A COMBINATION 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THI5 CODE. OF THESE METHODS: HUMIDITY BETWEEN 50-60 PERCENT 4 WHAT METHODS AN OCCUPANT MAY USE TO DOCUMENTATION: 103.1 DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS GORE 5HALL INCLUDE BUT A. GHEMIGAL TERMITIGIDE TREATMENT, AS PROVIDED IN SECTION R5 18.2. MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. I5 NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER B. TERMITE BAITING SYSTEM INSTALLED 4 MAINTAINED ACCORDING TO THE LABEL 6. INFORMATION ABOUT WATER-GON5ERVIN6 LANDSCAPE 4 IRRIGATION DESIGN 4 GERTIFIGATION, INSPECTION REPORTS, OR OTHER METHODS AGGEPTABLE TO THE ENFORCING AGENCY G. PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF CONTROLLERS WHICH CONSERVE WATER. WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR 5PEGIAL SECTION RS 11.1. 1. INSTRUCTIONS FOR MAINTAINING GUTTERS 4 DOWNSPOUTS 4 THE IMPORTANCE OF INSPECTION I5 NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN D. NATURALLY DURABLE TERMITE -RESISTANT WOOD. DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. A RESIDENTIAL MANDATORY E. PHYSICAL BARRIERS AS PROVIDED IN SECTION R3 1 8.3 4 USED IN LOCATIONS AS 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INGLUDING, BUT MEASURES CHECKLIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT. SPECIFIED IN SECTION R3 18.1. NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. F. GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 t R603.2.1. 9, INFORMATION ABOUT STATE SOLAR ENERGY I INCENTIVE PROGRAMS 5J GHEMIGAL TERMITIGIDE TREATMENT SHALL INCLUDE 501L TREATMENT AND/OR FIELD AVAILABLE. APPLIED WOOD TREATMENT. THE GONGENTRATION, RATE OF APPLICATION 4 METHOD OF 1 O. A COPY OF ALL 5PEGIAL INSPECTION VERIFICATIONS REQUIRED BY THE TREATMENT OF THE GHEMIGAL TERMITIGIDE SHALL BE IN STRICT ACCORDANCE WITH THE ENFORCING AGENCY OR THI5 CODE. TERMITIGIDE LABEL 6.) APPROVED PHYSICAL BARRIERS, SUCH AS METAL OR PLASTIC SHEETING OR COLLARS SPECIFICALLY DESIGNED FOR TERM/TEPREVENTION, 5HALL BE INSTALLED IN A MANNER TO PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOP OF AN EXTERIOR FOUNDATION WALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION WITH I -- 1._.;__ 1 _. -._:_ ..,I_ - _.. �.i.1 'LTHEIGHTS 5GALE: 1 / 1 6" - 1'-O" UM T 5: _BING�IQ_E P 1.) EACH PLUMBING FIXTURE 4 FITTING SHALL MEET REDUCED FLOW RATES SPECIFIED IN TABLE 4.303.2. R Y MORE THAN ONE 2) WHEN SINGLE SHOWE R FIXTURES ARE SE VED B M INED FLOW RATE OF ALL THE SHOWERHEAD THE GO B SHOWERHEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATES T N COLUMN CONTAINED IN SPECIFIED IN THE 20 PERCENT REDUG 10 TABLE 4.903.2 OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE 5HOWERHEAD TO BE IN OPERATION AT A TIME. P I :THE MAXIMUM FLO W RATE FOR SHOVIERHEADS WHEN EXGE ION P IFI IN SECTION 4.303.1 H A GULATION METHOD 5 EG ED U51N6 T E G L T M 15 2.5 GPM • 80 PSI. I E 2, 3.) PLUMBIN6 FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL MEET THE STANDARDS REFERENCED IN TABLE 4.303.5. 4.) A 4" DRAIN I5 REQUIRED FOR BUILDINGS PROVIDING MORE THAN THREE WATER CLOSETS PER 201 3 CPG TABLE 7-5 FOOTNOTE 4. ADAM BIRGHARD - 6ENERAL CONTRACTOR (530) 864-5421 CELL EMAIL ADDRESS: Adam•BlrchardConstructionzom 10 b I LINE OF WALL BELOW I I __, -. I 1 6'- L-1 9.3 3' MGL. (2) 3'-O" WINDOWS 11 SHONERYALVE NOTE: PROVIDE INDIVIDUAL CONTROL THERMOSTATIC MIXING VALVES, PRESSURE BALANCE OR COMBINATION VALVE TYPE. CPG 408.5 I F�` I k� �Qry yc 111 P�� N %o 0 cz 't 0 N _0 N r 1 I Y EXHAUSTDUGTS: TERMINATE OUTSIDE OF THE BUILDING W/ BACK -DRAFT DAMPERS. 5'-6" 4"x b" 2880 TUB 4.5HOWER TILE TO .12" o 2 GPM • 80 PSI FETY GLA55 ENCL. BAGKI FOR TOWEL BAR • 44" BATH TILE FLOOR GRANITE +36' TOP t SPLASH 28 1.5 GPM LV5 O 60 P5 .P TOILET MIRROR 2 SHELVES 4 2 POLES W.I. CLOSET =na. CARPET FLOOR N N SEE ENVIRONMENTAL N • NOTES 1-9 4 12. N v Op Qo N'z Q 1L i m N v O O 0 4"x 2880 A 3 NN w JQ wa N 24`x30' ATTIC AGGE55 N a W/ SHEET METAL COVER OR DOOR "i 1 � // A/ LL Li N ry F S• j %, ) R 1O" fz T r,, L-12.0' to HALL I DN >/() CARPET FLOOR �O L-16.0' INCL PROVIDE i BEDROOM WINDOW WITH A MIN. ,a 0 N \O (2) 3'-O" NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: 16 fA GRADE FLOOR OPENING GAN HAVE A MIN. NET r WINDOWS CLEAR OPENING OF 5.0 SOFT. (11 j (INDO► ( SILL HEIGHT: MAX. 44' ABOVE FLOOR 1 6 D MIN. OPENING HE16HT: 24'. C- 5D 1 Q MIN._9PENING WIDTH: 20" _ +•- v ' z = t 0 IL 3050SH 30505H ^^,, < v U_ � Q ..0nn U' d.n) 10 13 Q = V/ SD1 N Q Q 10 m BEDROOM *2 d CARPET FLOOR SEE ENVIRONMENTAL N NOTES 7-9 4 1 2. 11 SHONERYALVE NOTE: PROVIDE INDIVIDUAL CONTROL THERMOSTATIC MIXING VALVES, PRESSURE BALANCE OR COMBINATION VALVE TYPE. CPG 408.5 I F�` I k� �Qry yc 111 P�� N %o 0 cz 't 0 N _0 N r 1 I Y EXHAUSTDUGTS: TERMINATE OUTSIDE OF THE BUILDING W/ BACK -DRAFT DAMPERS. 5'-6" 4"x b" 2880 TUB 4.5HOWER TILE TO .12" o 2 GPM • 80 PSI FETY GLA55 ENCL. BAGKI FOR TOWEL BAR • 44" BATH TILE FLOOR GRANITE +36' TOP t SPLASH 28 1.5 GPM LV5 O 60 P5 .P TOILET MIRROR 2 SHELVES 4 2 POLES W.I. CLOSET =na. CARPET FLOOR N N SEE ENVIRONMENTAL N • NOTES 1-9 4 12. N v Op Qo N'z Q 1L i m N v O O 0 4"x 2880 A 3 NN w JQ wa N 24`x30' ATTIC AGGE55 N a W/ SHEET METAL COVER OR DOOR "i 1 � // A/ LL Li N ry F S• j %, ) R 1O" fz T r,, L-12.0' to HALL I DN >/() CARPET FLOOR �O N 13 Q O ,a 0 N \O !� ry i - o - 16 fA NET CLEAR OPENING OF 5.7 SOFT. EXCEPTION: r Z GRADE FLOOR OPENING GAN HAVE A MIN. NET 4Z • N F j (INDO► ( CLEAR OPENING OF 5A SOFT. r N - SILL HEIGHT: MAX. 44" ABOVE FLOOR MIN. OPENING HEIGHT: 24". 28 ,, 1 BEDROOM #S CARPET FLOOR SEE ENVIRONMENTAL 1 NOTES 1-9 4 1 2. FLOOR PLAN 5TRUOT_)RAL�IQTE_5: N AND TYPICAL DETAIL 1.) SEE TYPICAL NOTE SHEET 5 SHEETS SD 1 -5D3 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 1 b" O.G. 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISGREPANCIE5 BETWEEN FRAMING SHOWN AND FIELD CONDITIONS 5HALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCE55 AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. b.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 3 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. MAX RAMIREZ - GOLDEN SUN DE515N - ENERGY GALC5 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: Max•GadMama.com OF PORCH BELOW SCALE: 1 /4" - 1'-O" FLOOR PLAN NOTES: 1.) AUTOMATIC, RESIDENTIAL FIRE SPRINKLERS ARE REQUIRED AS PER SECTION R3 1 3.3 OR NFPA 130. DESIGN BY OTHERS. 2.) SUBMIT FINAL CONSTRUCTION WA5TE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL IN5PEGTION. 3.) PLATE HEIGHT TO BE W UNLESS NOTED OTHERWISE. 4.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERW ISE: EXTERIOR WALLS: 2"xb" DF STUDS 0 1 6" G/G INTERIOR WALL5: 2"x4" DF STUDS 0 1 b" G/C 5UMMIl S I KUG 1 UKAL V CSIpN - 51 RUC. I URAL CI 385 RIO LINDO AVENUE •200, CHICO, GA 95926 (530) 592-4401 WORK EMAIL ADDRESS: Ryland•5ummltC,hiro.com r- - - - - - - - - - - - - - I I I I I OF WALL BELOW /1 KING FOR 26505H O TO EL BAR • 44' ATH !� ry PROVIDE 1 BEDROOM WINDOW WITHAMIN. 16 L-9.5" INCL O NET CLEAR OPENING OF 5.7 SOFT. EXCEPTION: 5D 1 (1) 2:-b- �O p�� GRADE FLOOR OPENING GAN HAVE A MIN. NET 4Z • N F j (INDO► ( CLEAR OPENING OF 5A SOFT. 51M. TYP. A�) 10 ��(V� SILL HEIGHT: MAX. 44" ABOVE FLOOR MIN. OPENING HEIGHT: 24". P TOILE T 5D 1 Q MAN• -OPENING WIDTH: 20" _ +•- v ' z m W t 0 IL 3050SH 30505H ^^,, < v U_ � Q ..0nn U' d.n) w/ I 4x6 FLOOR PLAN 5TRUOT_)RAL�IQTE_5: N AND TYPICAL DETAIL 1.) SEE TYPICAL NOTE SHEET 5 SHEETS SD 1 -5D3 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 1 b" O.G. 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISGREPANCIE5 BETWEEN FRAMING SHOWN AND FIELD CONDITIONS 5HALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCE55 AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. b.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 201 3 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLE55 NOTED OTHERWISE. MAX RAMIREZ - GOLDEN SUN DE515N - ENERGY GALC5 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 321-7242 CELL EMAIL ADDRESS: Max•GadMama.com OF PORCH BELOW SCALE: 1 /4" - 1'-O" FLOOR PLAN NOTES: 1.) AUTOMATIC, RESIDENTIAL FIRE SPRINKLERS ARE REQUIRED AS PER SECTION R3 1 3.3 OR NFPA 130. DESIGN BY OTHERS. 2.) SUBMIT FINAL CONSTRUCTION WA5TE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL IN5PEGTION. 3.) PLATE HEIGHT TO BE W UNLESS NOTED OTHERWISE. 4.) TYPICAL WALL FRAMING, UNLESS NOTED OTHERW ISE: EXTERIOR WALLS: 2"xb" DF STUDS 0 1 6" G/G INTERIOR WALL5: 2"x4" DF STUDS 0 1 b" G/C 5UMMIl S I KUG 1 UKAL V CSIpN - 51 RUC. I URAL CI 385 RIO LINDO AVENUE •200, CHICO, GA 95926 (530) 592-4401 WORK EMAIL ADDRESS: Ryland•5ummltC,hiro.com r- - - - - - - - - - - - - - I I I I I OF WALL BELOW /1 KING FOR I V O TO EL BAR • 44' ATH Z a N wwNa / ry TILE FLOOR a o ; m° % z w A ITE .36" 4Z • N F .! TOP t P ASH 5 L N rW a j 1.56 • OP I R P TOILE T } a Wm~ri F. Q ry N 0 2 SHELVES t 2 POLES 6080 BI -PASS (DOORS 10" L 4'-4" BEDROOM *4 CARPET FLOOR SEE ENVIRONMENTAL NOTES 7-9 4 1 2. LINE OF WALL BELOW PROVIDE 1 BEDROOM WINDOW WITH A MIN. 1 F 1 SOFT. X EP ION: NET CLEAR OPEN N6 O 5. E 9 _T N A A MIN. NET GRADE FLOOR OPENING GA H VE GL AR OPENING OF 5.0 SOFT. E 51IJ__ME*HT: MAX. 44" ABOVE FLOOR MIN..OPENJNG _HEIGHT: 2 4". MIN OPENING W1DIH: 20' QV JV JI 6 L-13.0' INCL (2) 3'-O' WINDOW5 T 3 G.\Users\Lynn\Documents\Chief X8 Plans\Adam Blr ADAM BIRGHARD (530) 864-5427 CELL EMAIL ADDRESS: Adam•Blre.hardGonstruction.com EXHAU5 _PUGT5: C TERMINATE OUTSIDE OF THE BUILDING W/ BACK -DRAFT DAMPERS. Ln c a O 't Ir SHOWER VALVE NOTE: PROVIDE INDIVIDUAL CONTROL THERMOSTATIC MIXING VALVES, FRF55URE BALANCE OR COMBINATION VALVE TYPE. GPC, 408.3 �61L-11.'75' L LINE OF WALL BELOW��--------- Residence.layout Ii : I li II '` I I ARCH E 1 30"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF TH15 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 DRAT BY: �� (590) 8? 1-0585 1 9 Y AM R VALLEY ROAD c o [ GHI o. C..''ORNIA 95975 LYNN5MITNB 20ATT.NET ENERGY GALGS BY: `` �'� GOLDEN SUN -^-DESI6N8 'v` MAX RAMIREZ ADAM BIRGHARD GENERAL CONTRACTOR (530) 864-542'7 ,1 I °,,� ..ate' I p, ; / �� ' \J� h �- (�Z P �j 1c > �' 2- . 76688`" x n Pri' G * ='tvlt T4�Ep; ��`F��� 5/10/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER 51GNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. Q O W -1 V 0) > lu } 007-V _1zZ� QQIuO (3 Lu In � V LL LIVABLE: 2394 SgFt 15T FLR 742 1- SgFt 2ND FLR 34 1 5 5gFt TOTAL GARAGE: 1 008 SgFt COVERED PATIO: 285 SgFt FRONT 80 SgFt BREEZE 145 SgFt REAR 5 1 O 5gFt TOTAL DATE: 5/10/2016 SCALE: SHOWN �iv S ORY SHEET o COPYRIGHT 201 5 Ott 4� ppryry �' LYNN SMITH - DRAFTING 1y�`�' 1 y 1 99 SYCAMORE VALLEY ROAD, iN5#}fV`III-'111 GHIGO, GA 95913 s. (530)891-0585 WORK n Qm �n cT ►n y U) i y- Z u" I 2 < w® \zr Vv V O z w A -MLL tJ-1 < O Ir v w .o w N 4/- z Z � to _ MM VI W 10 0 w=I NNO 1- -I ` Z - w N Q _ +•- v ' z m W t 0 IL y & ^^,, < v U_ � Q ..0nn U' d.n) Q = V/ m Q Q O W -1 V 0) > lu } 007-V _1zZ� QQIuO (3 Lu In � V LL LIVABLE: 2394 SgFt 15T FLR 742 1- SgFt 2ND FLR 34 1 5 5gFt TOTAL GARAGE: 1 008 SgFt COVERED PATIO: 285 SgFt FRONT 80 SgFt BREEZE 145 SgFt REAR 5 1 O 5gFt TOTAL DATE: 5/10/2016 SCALE: SHOWN �iv S ORY SHEET o COPYRIGHT 201 5 Ott 4� ppryry �' LYNN SMITH - DRAFTING 1y�`�' 1 y 1 99 SYCAMORE VALLEY ROAD, iN5#}fV`III-'111 GHIGO, GA 95913 s. (530)891-0585 WORK _ _ ��R ��f�sl6�l I�l9l��L (�I�I — — -- -- -- •� oi�I � ! .moi � I --- t 1 DOWNSPS CONNECT TC YARD DRAIN EDGE NAI ROOF PL AT DRAG- TRU55 �qd`�,,i�i'i "��••��-„R.+-1� y si�i�1�+��, iyry�a�si-y'w, �� �i `•,yyii Sti�uA.��4WA.0A•":!�k�".Ati01.! RECTANGULAR EAVE VENTS 3.00 SOFT - (1 8) 3 1/2"X22 1 /2' SAVE VENTS (40 50 IN EACH) - 0.276 SOFT BY CONSTRUCTION METALS OR EQUAL 5.00 SOFT OF LOWER NFVA 10.55 TOTAL SOFT OF VENTS (NFVA) CLIP DRAG TRUSS TO TOP PLATE W/ (5) A55 CLIPS DOWN5POUT CONNECT TO YARD DRAIN EDGE NAIL ROOF PLY AT DRAG TRU55 EDGE NAIL ROOF PLY 1 7 1 AT DRAG TRUSS I I D5G2DRAG ROOF PLY STRUT DOWN5P9UT 1.14 CONNECTOR CONNECT TO EDGE NAIL ROOF PLY PER 5/5D3 YARD DRAIN II _► p AT DRAG TRUSS DOWNSPOUT CLIP DRAG TRUSS DOVNN5POUT TO TOP PLATE W/ fV (3) A35 CLIPS CONNECT TO YARD DRAIN DOWNSPOUT CONNECT TO YARD DRAIN LEGEND; E5'RIDGE LENGTH PITCH PITCH 5/12 4/12 SCALE: 1/4"- 1'-O" 1.) ROOF COVERING SHALL BE COMP051TION ROOFING. 2.) ROOF PITCH SHALL BE 8: 12 4 4:12, TYPICAL. 3.) ROOF OVERHANG AT 8: 12 PITCH ROOF SHALL BE 1 2" AT OVERHANG d 12" AT GABLE ENDS, UNLESS OTHERWI5E NOTED. 4.) ROOF OVERHANG AT 4:12 PITCH ROOF SHALL BE 24" AT OVERHANG 4 1 2" AT GABLE ENDS, UNLESS OTHERWI5E NOTED. b"x8" DF#2 HEADER AT HIGH ROOF TYP. U.N.O. TYP. V Y 1 7 1 EDGE NAIL I I _._7.50 ROOF PLY � W. 1.14 AT DRAG DOWNSPOUT TRUSS I DOWNSPOUT CLIP DRAG TRUSS CONNECT TO YARD DRAIN TO TOP PLATE W/ __ 1.04 (3) A35 CLIPS EDGE NAIL ROOF PLY-� AT DRAG TRUSS DOWNSPOUT CONNECT TO YARD DRAIN 1499 SOFT OF ATTIC x.00 DIVIDED BY 300.5EE VENTILATION NOTE 3 -REQUIRES VAPOR BARRIER q.q q SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) RIDGE. VENTS 4.00 SOFT - (52) LIN FT OR -4 RIDGE VENT (18.0 50 IN/LIN FT) -0.125 SQFT/LIN FT BY LOMANGO OMNI SERIES OR EQ. ROOF -TOP. VENT5 __7..04 SOFT -(2) 2"x32" O'HAGIN LOW PROFILE COMP EYEBROW 72.0 SQ IN EACH) . 0.52 SQFT BY O'HAGIN MFG, LLC OR EQ. 5.04 SOFT OF UPPER NFVA RECTANGULAR EAVE_YENTS--NOLINA�'KU.I. _5.00 SQFT - (18) 3 1/2'x22 1/2" EAVE VENTS (40 SQ IN EACH) - 0.218 SOFT BY CONSTRUCTION METALS OR EQUAL 5.00 SOFT OF LOWER NFVA 10.04 TOTAL SOFT OF VENTS (NFVA) TYP. \CLIP DRAG TRUSS 3200# TO TOP PLATE W/ (5) A55 CLIPS II I II I I II I 6"x 12" DF# 1 I II I I I II I h S ry Z -u -v .. t .. t oma ma I I II I II I I I b"x8" DF#2 HEADER 6"x 12" DF# 1 42.0' AT GARAGE TYP. U.N.O. I I I I II I II I I I II I (I �6"x12"DF#1 I . II I � I II I I I CLIP DRAG TRUSS CLIP DRAG TRU55 TO TOP PLATE W/ TO TOP PLATE W/ - - - - -(3) A35 CLIPS (3) A35 CLIPS DRAG TRU55: _/-Y3200# TYP. 8:12 Prrul 1086 SOFT OF ATTIC -1.50 DIVIDED BY 150 1.25 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) RIDGE VENTS -6.65 SOFT - (S 3) LIN FT OR -4 RIDGE VENT (15.0 50 IN/LIN FT) - 0.125 SOFT/LIN FT BY LOMANCO OMNI SERIES OR EQ. 6.63 SOFT OF UPPER NFVA RECTANGULAR EAVE VENTS _.6.1.2 SOFT - (22) 3 1 /2"%22 1/2* EAVE VENTS (40 50 IN EACH) - 0.275 SOFT BY CONSTRUCTION METALS OR EQUAL 6.12 SOFT OF LOWER NFVA - i 2.15 TOTAL SOFT OF VENTS (NFVA) DOWNSPOUT CONNECT TO YARD DRAIN DOWN5f,OUT CONNECT TO YARD DRAIN `b"x 1 O" DF#2 a: 12 PRGH 4:12 PITCH b"x 1 O" DF=2 MSTA24_STRAP BM TO TOP PLATE PER 14/SP 1 b"x b" POST W/ PGZ HUG HANGER\ POWN5POUT CONNECT TO YARD DRAIN TYP. D_OWN5POUT CONNECT TO YARD DRAIN &"xb" MSTA24 STRAP 5 1 /8" x 12"24F -V4 GLIB PER 1 4/SD 1 4-12 PITCH GIRDER TRUSS 4:12 6"x 12" DF#2 PITGN N�NV NN4 //1 as as 1 q TYP. M5TA36 STRAP (:,"x6" SD 6"xb„ PER 1'7/5D2 q 4"X 8„ SD 3 DORMER VENT: 2'x32" LOW PROFILE 1 d) / I � / 11 TYP. 5D3 a ILI DORMER VENT: 2'x52'LOW PROFILE 4:12 PRGH b"x6" POST b"xb" P05T W/ EPGZ W/ PGZ 6'x 12* DF#2, TYP. U.N.O. \M5TA 1.2 STRAP AT ALL BEAM SPLICES, TYP. D3 TYP. 1 7 1 SOFT OF ATTIC I I _._7.50 DIVIDED BY 150 � W. 1.14 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) DOWNSPOUT y I I CONNECT TO 'o N YARD DRAIN N __ 1.04 SOFT -(2) 2'x32' O'HAGIN LOW PROFILE COMP EYEBROW 12.0 5Q IN EACH) . 0.52 5QFT v- W 0 1.1..1 Q n 0 Nom_ �- Lu� Q �^ 0 Z" < MM W -4ppo3t5)__ } Q� <IL o 1 Q 0 <4w 0 A 2 to j Q W02 5 J14(_61 - v-- - S 0 o 9 S 3 j Jot A F woa I P 02A scl ♦ =JUS24 _-........ -::. LAYO� t ti I --ySC2 =HJC26 F02 -A :• _ -. li# -"� -_ E01 E03 • = THDH26-2 I i E04 - - -- I E06 P ,� - E07 _ V076 d2i .J16 `- A01D'.. _ 80214) LADE( IFRAME I j 7 J1 IJ1a l I 1 I n 10 1 X j O I (� I4' a o IVUs Ji „0 0 1VO4 J ' -' ! VO2 y M08 _.__ _._ .. .. _ r •0141 LC05 O w Nip I N 2 <, MO6 wolCO3 �I b v k w '. C01D >� I i I 1� g TYP. 8:12 Prrul 1086 SOFT OF ATTIC -1.50 DIVIDED BY 150 1.25 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) RIDGE VENTS -6.65 SOFT - (S 3) LIN FT OR -4 RIDGE VENT (15.0 50 IN/LIN FT) - 0.125 SOFT/LIN FT BY LOMANCO OMNI SERIES OR EQ. 6.63 SOFT OF UPPER NFVA RECTANGULAR EAVE VENTS _.6.1.2 SOFT - (22) 3 1 /2"%22 1/2* EAVE VENTS (40 50 IN EACH) - 0.275 SOFT BY CONSTRUCTION METALS OR EQUAL 6.12 SOFT OF LOWER NFVA - i 2.15 TOTAL SOFT OF VENTS (NFVA) DOWNSPOUT CONNECT TO YARD DRAIN DOWN5f,OUT CONNECT TO YARD DRAIN `b"x 1 O" DF#2 a: 12 PRGH 4:12 PITCH b"x 1 O" DF=2 MSTA24_STRAP BM TO TOP PLATE PER 14/SP 1 b"x b" POST W/ PGZ HUG HANGER\ POWN5POUT CONNECT TO YARD DRAIN TYP. D_OWN5POUT CONNECT TO YARD DRAIN &"xb" MSTA24 STRAP 5 1 /8" x 12"24F -V4 GLIB PER 1 4/SD 1 4-12 PITCH GIRDER TRUSS 4:12 6"x 12" DF#2 PITGN N�NV NN4 //1 as as 1 q TYP. M5TA36 STRAP (:,"x6" SD 6"xb„ PER 1'7/5D2 q 4"X 8„ SD 3 DORMER VENT: 2'x32" LOW PROFILE 1 d) / I � / 11 TYP. 5D3 a ILI DORMER VENT: 2'x52'LOW PROFILE 4:12 PRGH b"x6" POST b"xb" P05T W/ EPGZ W/ PGZ 6'x 12* DF#2, TYP. U.N.O. \M5TA 1.2 STRAP AT ALL BEAM SPLICES, TYP. D3 TYP. ADAM BIRGHARD - GENERAL CONTRACTOR (530) 864-5421 CELL EMAIL ADDRESS: Adam®BlrchardGonstructlon.com R.WTANGULAR-EAVE VENTS _._0.85 SOFT - (5) 3 1/2"x22 1 /2' EAVE VENTS (40 50 IN EACH) - 0.218 SOFT BY CONSTRUCTION METALS OR EQUAL 0.63 SOFT OF LOWER NFVA 1.81 TOTAL SOFT OF VENTS (NFVA) 1 ROOF PLY 1 1/95"X 1 1 /8' ANGLE IN/ (2) 114" X 2" LONG 5/8" DIA. LAG BOLTS INTO TOP RAFTERS THREADED ROOFING MEMBER - AT 24" G/c ROD TYPICAL. 45 deg FOpR o fIiZ NIT SE REISTRAINT5 SMIC (4) DIRECTIONS. �1 1/8"X 1 1/8" ANGLE W/ NUTS 4 WASHERS. 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE. 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL 6A5 STUB SHALL BE PROVIDED NEAR THE FURNACE. H\/AC CONNECTION DETAIL SCALE: 1/2" - l' -O" 1 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 22189 SAM50N AVENUE, CORNING, CALIFORNIA 96021 PHONE: (550)521-'1242 CELL EMAIL ADDRE55: MaxecadMams.com 1 7 1 SOFT OF ATTIC I I _._7.50 DIVIDED BY 150 � W. 1.14 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) DOWNSPOUT y I I CONNECT TO m <O ROOF TOP VENTS YARD DRAIN N __ 1.04 SOFT -(2) 2'x32' O'HAGIN LOW PROFILE COMP EYEBROW 12.0 5Q IN EACH) . 0.52 5QFT ADAM BIRGHARD - GENERAL CONTRACTOR (530) 864-5421 CELL EMAIL ADDRESS: Adam®BlrchardGonstructlon.com R.WTANGULAR-EAVE VENTS _._0.85 SOFT - (5) 3 1/2"x22 1 /2' EAVE VENTS (40 50 IN EACH) - 0.218 SOFT BY CONSTRUCTION METALS OR EQUAL 0.63 SOFT OF LOWER NFVA 1.81 TOTAL SOFT OF VENTS (NFVA) 1 ROOF PLY 1 1/95"X 1 1 /8' ANGLE IN/ (2) 114" X 2" LONG 5/8" DIA. LAG BOLTS INTO TOP RAFTERS THREADED ROOFING MEMBER - AT 24" G/c ROD TYPICAL. 45 deg FOpR o fIiZ NIT SE REISTRAINT5 SMIC (4) DIRECTIONS. �1 1/8"X 1 1/8" ANGLE W/ NUTS 4 WASHERS. 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE. 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC ACCESS, AND A FUEL 6A5 STUB SHALL BE PROVIDED NEAR THE FURNACE. H\/AC CONNECTION DETAIL SCALE: 1/2" - l' -O" 1 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 22189 SAM50N AVENUE, CORNING, CALIFORNIA 96021 PHONE: (550)521-'1242 CELL EMAIL ADDRE55: MaxecadMams.com 6" b"x b" 4"x6"//////////////4"x6" GIRDER TRUSS DRAG TRU55: 2500# DORMER VENT: 2"x32" LOW PROFILE 1 2.7 MSTA_3 C, STRAP PER 1 -1/5D2 4:12 PITCH 6"x 1 2" DF# 1 OVER PER 2/5D3 SIM., TYP. WHERE REQUIRED 4:12 PlTGH TYP. NON- BEARING WALLS GIRDER_TRU55 4"X6"1 9.5' O L Q d DRAG TRUSS: \ 2000# 6"x 12" DF#2 CLIP DRAG TRUSS / 6"x 1 2" DF#2 � 4:12 PITCH I I GIRDER TRUSS e: 12 PITCH � W. 2 - Z DORMER VENT: 2'X52'LOW PROFILE y I I Q m <O L 13 w 6" b"x b" 4"x6"//////////////4"x6" GIRDER TRUSS DRAG TRU55: 2500# DORMER VENT: 2"x32" LOW PROFILE 1 2.7 MSTA_3 C, STRAP PER 1 -1/5D2 4:12 PITCH 6"x 1 2" DF# 1 OVER PER 2/5D3 SIM., TYP. WHERE REQUIRED 4:12 PlTGH TYP. NON- BEARING WALLS GIRDER_TRU55 4"X6"1 9.5' O L Q d DRAG TRUSS: \ 2000# 6"x 12" DF#2 CLIP DRAG TRUSS / 1 TO TOP PLATE W/ U) - (2) A35 CLIPS e: 12 PITCH LEGEND: q.5' RIDGE LENGTH PITCH PITCH 5/12 4/ 12 VOWNSPOUT CONNECT TO YARD DRAIN F_1 EDGE NAIL ROOF PLY AT DRAG TRUSS 6"x8" DF#2 HEADER AT MAIN ROOF, TYP. U.N.O. TYP. POWN5POUT CONNECT TO YARD DRAIN EDGE NAIL ROOF PLY AT DRAG TRUSS �7 CLIP DRAG TRUSS TO TOP PLATE W/ TYP. (2) A35 CLIPS ARCH E 1 30"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAkRMb BY: (550) 89 1 -0587 1 9 YGAMORe LIAROAD Gomco, GALRORNIA 95 q 15 LYNNSMITH5 2 •ATT.NCT CNER6Y CALLS BY: 0,v 6OLDEN SUN O`` �,DL'BIGNS RAMIRCZ ADAM BIRGHARD GENERAL CONTRACTOR (550) 864-5421 t I. Q F y RD 75688r�. 1p =CIVIL �\1: 5/10/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH 6TTAILlCP� v Lnlx I7 Y n"Il ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. SCALE: 1/4" - 1'-O" 1.) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2.) ROOF PITCH SHALL BE 8: 12 4 4:12, TYPICAL. 3.) ROOF OVERHANG AT 8: 12 PITCH ROOF SHALL BE 12" AT OVERHANG 4 12" AT GABLE ENDS, UNLESS OTHERWISE NOTED. 4.) ROOF OVERHANG AT 4:12 PITCH ROOF SHALL BE 24" AT OVERHANG 4 1 2" AT GABLE ENDS, UNLE55 OTHERWISE NOTED. z 4 111 .J ROOF PLAN STRUCTURAL NOTES: a.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, 4 rLJ Q 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL BEAM TO BEAM, BEAM TO POST, AND P05T TO P05T J W Q 1 j SHEETS 5D 1 -5D3 FOR ADDITIONAL INFORMATION. CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, d 2.) TYPICAL ROOF SHEATHING (UNO): 1 /2" THICK, APA, U.N.O. PER PLAN AND DETAILS. W Z Z TECO, OR PITTSBURGH RATED SHEATHING, 5PAN q•J ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND - O RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT �r F H TO THE ENGINEER OF RECORD. ~ APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS 1 O.) ALL EXPOSED FRAMING SHALL BE PRESSURE Q J H Z } OFFSET 4'. EDGE NAIL WITH SQ COMMON OR TREATED WITH TREATMENT PROCESS AND APPLICATION Q IL W Z Q EQUIVALENT (O.1 3 1" DIA X 2 1/2") AT 6" O.G. AT APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S Q ? J ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, WRITTEN GUIDELINES. IL V BLOCKING AND WHERE INDICATED ON PLAN. FIELD 1 1.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER N U O Q NAIL AT 12 O.G. PROVIDE 1 /8" GAP AT ALL PANEL AS TRU55 DESIGNS BECOME AVAILABLE FROM TRU55 �_ W> R� EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED W to _ ~ SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD SUPPORTS AT ABUTTING PANEL EDGES. AND BUILDING DEPARTMENT APPROVAL PRIOR TO LIVABLE: 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY CONSTRUCTION. OTHERS. 12.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING 2394 SgFt 1ST FLR OF ALL TRU55 TO TRUSS MECHANICAL CONNECTIONS. 1021 SgFt 2ND FLR 4.) TYPICAL HEADER BELOW SHALL BE bX8 DF -L #2 UNO. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY 5415 5gFt TOTAL 6 5.) PROVIDE 4XPOST MIN. AT ALL BEAM AND GIRDER TRU55 BEARING POINTS AND CONTINUE IN WALL TO DISCREPANCIES. FOUNDATION, U.N.O. 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN GARBLE: 6.) USE 2X4 DF #2 MIN. RAFTERS AT 24" O.G. AT LOW COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, 1008 SgFt ROOF PORTIONS, MAXIMUM SPAN - b'-0". TABLE 2304.q.1, UNLE55 NOTED OTHERWISE. -f.) ROOF FRAMING NOTE: COVERED GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT PATIO: TO THE CONVENTIONAL FRAMING REQUIREMENTS OF 285 SgFt FRONT THE CALIFORNIA BUILDING CODE (GBG 2308.10). 80 SgFt BREEZE PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND --1-45 SgFt REAR CONNECTIONS SHALL BE PROVIDED BY THE 5 10 SgFt TOTAL CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING DATE: ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. 5/10/2016 SCALE: SHOWN L OIIlI Y SHEET O COPYRIGHT 2015 SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER O:\Users\Lynn\Documents\Ghlef X6 Plans\Adam Birdhard Residence\Birchard Residence.layout pp LYNN SMITH - DRAFTING 383 RIO LINDO AVENUE #200, CHICO, GA q5 q2b ADAM BIRGHARD fV�1n 7r�II► 1 9 9 SYCAMORE VALLEY ROAD, (530) 592-4401 WORK (530) 864-5421 CELLL �I111 CHICO1 , GA 9593 EMAIL ADDRESS: Rylando5ummitGhlco.com EMAIL ADDRESS: AdamOBlrchardGonstruction.com li.'".. (530) 891-0585 WORK I II I I, I II Qm� cr in • U) - 10 u- Z 0 � W. 2 - Z 0 I Q m <O L 13 w v- W 0 1.1..1 Q n 0 Nom_ �- Lu� Q �^ 0 Z" < MM W } Q� <IL Q 0 <4w ' A 2 to j Q SCALE: 1/4" - 1'-O" 1.) ROOF COVERING SHALL BE COMPOSITION ROOFING. 2.) ROOF PITCH SHALL BE 8: 12 4 4:12, TYPICAL. 3.) ROOF OVERHANG AT 8: 12 PITCH ROOF SHALL BE 12" AT OVERHANG 4 12" AT GABLE ENDS, UNLESS OTHERWISE NOTED. 4.) ROOF OVERHANG AT 4:12 PITCH ROOF SHALL BE 24" AT OVERHANG 4 1 2" AT GABLE ENDS, UNLE55 OTHERWISE NOTED. z 4 111 .J ROOF PLAN STRUCTURAL NOTES: a.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, 4 rLJ Q 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL BEAM TO BEAM, BEAM TO POST, AND P05T TO P05T J W Q 1 j SHEETS 5D 1 -5D3 FOR ADDITIONAL INFORMATION. CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, d 2.) TYPICAL ROOF SHEATHING (UNO): 1 /2" THICK, APA, U.N.O. PER PLAN AND DETAILS. W Z Z TECO, OR PITTSBURGH RATED SHEATHING, 5PAN q•J ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND - O RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT �r F H TO THE ENGINEER OF RECORD. ~ APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS 1 O.) ALL EXPOSED FRAMING SHALL BE PRESSURE Q J H Z } OFFSET 4'. EDGE NAIL WITH SQ COMMON OR TREATED WITH TREATMENT PROCESS AND APPLICATION Q IL W Z Q EQUIVALENT (O.1 3 1" DIA X 2 1/2") AT 6" O.G. AT APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S Q ? J ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, WRITTEN GUIDELINES. IL V BLOCKING AND WHERE INDICATED ON PLAN. FIELD 1 1.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER N U O Q NAIL AT 12 O.G. PROVIDE 1 /8" GAP AT ALL PANEL AS TRU55 DESIGNS BECOME AVAILABLE FROM TRU55 �_ W> R� EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED W to _ ~ SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD SUPPORTS AT ABUTTING PANEL EDGES. AND BUILDING DEPARTMENT APPROVAL PRIOR TO LIVABLE: 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY CONSTRUCTION. OTHERS. 12.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING 2394 SgFt 1ST FLR OF ALL TRU55 TO TRUSS MECHANICAL CONNECTIONS. 1021 SgFt 2ND FLR 4.) TYPICAL HEADER BELOW SHALL BE bX8 DF -L #2 UNO. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY 5415 5gFt TOTAL 6 5.) PROVIDE 4XPOST MIN. AT ALL BEAM AND GIRDER TRU55 BEARING POINTS AND CONTINUE IN WALL TO DISCREPANCIES. FOUNDATION, U.N.O. 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN GARBLE: 6.) USE 2X4 DF #2 MIN. RAFTERS AT 24" O.G. AT LOW COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, 1008 SgFt ROOF PORTIONS, MAXIMUM SPAN - b'-0". TABLE 2304.q.1, UNLE55 NOTED OTHERWISE. -f.) ROOF FRAMING NOTE: COVERED GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT PATIO: TO THE CONVENTIONAL FRAMING REQUIREMENTS OF 285 SgFt FRONT THE CALIFORNIA BUILDING CODE (GBG 2308.10). 80 SgFt BREEZE PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND --1-45 SgFt REAR CONNECTIONS SHALL BE PROVIDED BY THE 5 10 SgFt TOTAL CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING DATE: ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. 5/10/2016 SCALE: SHOWN L OIIlI Y SHEET O COPYRIGHT 2015 SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER O:\Users\Lynn\Documents\Ghlef X6 Plans\Adam Birdhard Residence\Birchard Residence.layout pp LYNN SMITH - DRAFTING 383 RIO LINDO AVENUE #200, CHICO, GA q5 q2b ADAM BIRGHARD fV�1n 7r�II► 1 9 9 SYCAMORE VALLEY ROAD, (530) 592-4401 WORK (530) 864-5421 CELLL �I111 CHICO1 , GA 9593 EMAIL ADDRESS: Rylando5ummitGhlco.com EMAIL ADDRESS: AdamOBlrchardGonstruction.com li.'".. (530) 891-0585 WORK I II I I, I II ROOF VENTILATION: SEE ROOF PLAN t ROOF VENTILATION GALLS. COMPOSITION ROOFING OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH 8d'S AT 6", 12" c/c. PITCH 8 / I2 -Iv r�r HEIGHT CONTINUOUS rzlnec X/r=ur CONTINUOUS RIDGE VENT UNDERLAYMENT: A MINIMUM OF ONE LAYER OF N0.15 L� SIVE - F- L E V A T I O N ASPHALT FELT, COMPLYING WITH ASTM Y D-226 FOR TYPE i FELT OR OTHER COMPOSITION ROOFING OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH Sd'5 AT 6", 1 2" c/c. PITCH 8 / 12 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 6 p VENEER: INSTALLED PER GBG 3.0' ABOVE A ` HAG FINISHED GRADE CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT COMPOSITJON ROOFING - OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH 8d'5 AT 6", 12" c/a. PITCH 8 / 12 I CONTINUOUS DOWNSrovr CONTINUOUS RIDGE VENT CONTINUOUS CONTINUOUS RIDGE VENT COMPOSITION ROOFING OVER 15 # FELT OVER 1/2" GDX PLYWOOD OR 05B WITH 8d'5 AT b", 12" c/c. PITCH 8 / 12 l W PLATE HEIGHT LAN�ING5_- UNDERLAYMENT: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE Q \, `y' A MINIMUM OF ONE LAYER OF NO. 1 5 THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, R I G H T_ --. 5I t� F E Le i AT I O I , ASPHALT FELT, COMPLYING WITH ASTM PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR - 26 FOR TYPE 1 FELT OR OTHER SCREEN DOOR, DOES NOT SWING OVER THE LANDING. APPROVED MATERIALS BEHIND ALL �L SCALE: 114"- 1'-O" TYPES OF EXTERIOR WALL FINISHES 15 : -: REQUIRED. FASCIA 4 GUTTf-R: CONNECT TO 2'x3' DOWNSPOUT5 DORMER VENT 1VF AT HEI` GHT 62 ' Ys DoriN-•--� a; §y€� -�- 254 6505H 26505H 26505H 26505H =-` 26505H� ��� _ . �� n n=vAG COND_UN x... 1X4 TRIM' (1 1 1 1 1 1 1 1 1 1 1 H021ZATOIRWINDOWL I i -I Ii IiI l1 I _.- ...---------------------.. _V€N€€R: I I p I I I , '�:�� a .� NB _ HB - INSTALLED PER GBG '.. 3.0'ABOVE l i I I I I i HAG 6V FFfVFv Pv Fv +=V Pv FV ® ® ���'MR ELECT. SERVICE: UNDERLAYMENT: HVAC GOND uN1T: 200 AMP ELECT. A MINIMUM OF ONE LAYER OF NO.1 5 PROVIDE 22Ov ELECT. SER45"H MIN. M75"MAx D-226FOR TYPE 1 FELT OROT ERICE TER. ASPHALT FELT, COMPLYING YiITH ASTM 1 �ISPHT SIVE FELEVATIO� SEE ENVIRONMENTALS APPROVED MATERIALS BEHIND ALL QUALITY NOTE 15. TYPES OF EXTERIOR WALL FINISHES 15 SCALE: 1/4" - 1'-O" NOTE: FLOOD ELEVATION CERTIFICATE PREPARED BY LESLIE COKE. NOTE: ELEVATIONS ARE BASED ON HUGHE5T ADJACENT GRADE (HAG) 6 LOWEST ADJACENT GRADES (LAG). • TOP OF BOTTOM FLOOR (INCL CRANI -SPACE): O.O' ABOVE HAG I RA SPACE • TOP OF BOTTOM FLOOR (INCL G WL : 0.4' ABOVE LAG ) • TOP OF NEXT HIGHER FLOOR: 3.0' ABOVE HAG • LOWE5T ELEV OF MACHINERY: 5.0' ABOVE HA6 NOSE: "A NAIL IN A LARGE OAK TREE SOUTHWEST OF THE BUILDING PAD (ABOUT V ABOVE (SROUND) IS SET FOR THE FINISHED FLOOR ELEVATION." 1) THE BOTTOM OF FLOOD VENTS SHALL BE NO HIGHER THAN 1 FOOT ABOVE GRADE. 2) A "FINISHED" CONSTRUCTION FLOOD ELEVATION CERTIFICATE IS REQUIRED PRIOR TO FINAL APPROVAL OF THIS STRUCTURE. I COMP051TION ROOFING_ OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH Sd'S AT b", 1 2" c/c. PITCH 8 / 12 VEINN m ROOF VENTILATION: SEE ROOF PLAN ! ROOF VENTILATION GALLS. COMPOSITION ROOFING OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 05B WITH Sd'S AT 6", 12" G/G. PITCH 4 / 12 A 9' PLATE HEIGHT DOWNSPOUT GOMP051TIONROOFIN6 OVER 1 5# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH 8d'5 AT 6", 12" c/c. PITCH 8 / 12 9' PLATE HEIGHT A CONTINUOUS DOWNSPOUT RIDGE VENT CIOMP05ITLON_ROOFING ROOF VENTILATION: OVER 15# FELT OVER 1/2" SEE ROOF PLAN d ROOF GDX PLYWOOD OR 055 WITH VENTILATION GALLS. Sd'S AT 6", 12" c/a. PITCH 8 / 12 1"xb"TRIM 14"x 1 8" VENT CONTINUOUS I RIDGE VENT GHRI5TMAS_L*HTS: mU) B.OARV S BATT (SIDING � Lo PROVIDE OUTLET O CONTINUOUS W® TOP PLATE, SWITCHED •FRONT DOOR. F ',1 ___.. -_....._��_. I--�-il- 1 •_ _ 1r1i; -=--FASCIA 4GUTTER: -_ ( < o It ui I i -. e 9 -10" PLATE HEIGHT �--. CONNECT TO 2"X3" , I s . '' _I I �.:.: DOWNSPOUTS t„ 9 PLATE HEIGHT ,l ell � , -.T � -_ z< COMP05ITION ROOFING 1 1 Ov 6FGI yQo iVI a" 14"x 18" VENT! .,.. ...- COMP051TIDN ROOFING DOWNSPOUT _STREET"ti�.""•j NUNI6ER- 9Z-V15tBLE , o ... .. .': GDX PLYWOOD OR OSB WITH L _ STREET-- - DOWNSPOUT 8d-5 AT b", 1 2" a/c. I OW OUT D NSP PITCH 8 / 12 ROOF-VENTLAJION: - 26505H 26505H 26505H uGH1 U6HT , : I I I--..-- COVERED _ I A I I NT F I -T Y pp, 11 lel% A I8d'5 AL SIDIN HORIZONTG OUTDOOR LLGH_T5: - - -- -- - HVAC COND, UNIT: HVAC ODND. UNIT MUST BE INCANDESCENT W/ -- --- PROVIDE 22Ov ELECT. MANUAL ON-OFF SWITCH, MOTION _ _-_.__.-__— WITHIN 25'. DETECTOR d PHOTO CONTROL 9 _ SEE ENVIRONMENTAL SEENTE '1 :' `�"� 15. QUALITY NOTE 13. � a i ,,-- 2620FX 2620FX 2620FX 3.0' ABO E HAG r g 6V 6V 6V 6V VENEER: X45 SgFt REAP. ADAM BIRGHARD - GENERAL CONTRACTOR (530) 564-5421 CELL EMAIL ADDRESS: Adam®Birchardr-onstruction.com i� r&: !I I CONTINUOUS RIDGE VENT ARCH E 1 30"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, 5PEG5, AND CONNECTIONS BEFORE CON5TRUCTION BEGINS. DRAFTML BY: (550) 69 1 -0585 yl Wl YAuer ROAD cH i CALIFORW A 95 415 LYNNSMITH5 2 0ATT.NET ENEREY GALLS BY: '*�' 6OLDEN SUN ,* O �",DESI6N5 , ``MAX RAMIREZ ADAM SIRCHAKC GENERAL CONTRACTOR (550) 864-5421 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED PLAN 15 VALID ONLY WITH A LETTER SIGNED BY TH15 ENGINEER FOR EACH UNIQUE BUILD. mU) CONTINUOUS � Lo q_= CONTINUOUS W® RIDGE VENT x V O RIDGE VENT ( < o It ui Lu W t 7- l< V Z Lu CONTINUOUS wQ� -_ ell RIDGE VENT _ �- z< COMP05ITION ROOFING -L� IL yQo iVI a" 14"x 18" VENT! OVER 15# FELT OVER 1/2" COMP051TIDN ROOFING < W rL CONTINUOUS GDX PLYWOOD OR OSB WITH L _ _ RIDGE VENT 8d-5 AT b", 1 2" a/c. I I i PITCH 8 / 12 ROOF-VENTLAJION: ARCH E 1 30"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, 5PEG5, AND CONNECTIONS BEFORE CON5TRUCTION BEGINS. DRAFTML BY: (550) 69 1 -0585 yl Wl YAuer ROAD cH i CALIFORW A 95 415 LYNNSMITH5 2 0ATT.NET ENEREY GALLS BY: '*�' 6OLDEN SUN ,* O �",DESI6N5 , ``MAX RAMIREZ ADAM SIRCHAKC GENERAL CONTRACTOR (550) 864-5421 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED PLAN 15 VALID ONLY WITH A LETTER SIGNED BY TH15 ENGINEER FOR EACH UNIQUE BUILD. _ :� .—=--i` '--'- -- mU) 30505H � Lo q_= T zo W® VOL,r x V O Q ( < o It ui Lu W t 7- l< V Z Lu o0 wQ� -_ ell v - z< 1008 SgFt IL yQo iVI a" 14"x 18" VENT! 1 QX 2 lJl COMP051TIDN ROOFING < W rL Q _ :� .—=--i` '--'- -- —',-• .. z: - _ ,.. 30505H SEE ROOF PLAN t ROOF z J ol 14"x 18" VENT a VENTILATION GALLS. O 4 � -_ FASCIA d GULTER: `' - . - COMPOSITIONROOFING 1008 SgFt % II.- J V CONNECT TO r -'' DowNSPOUTs a" 14"x 18" VENT! OVER 15#FELT OVER 1/2" GDX PLYWOOD OR OSB WITH COMP051TIDN ROOFING W rL T 5d'S AT OVER 15# FELT OVER 1/2" _ II ' I i :, :, I' 1 1 Ov 6FGI PITCH 4 / 1 2 CONTINUOUS GDX PLYWOOD OR 055 WITH , COVERED _ I A I I NT F I -T Y pp, 11 lel% A I8d'5 AT b" 12" c/c K 26505H� 5050SHI 30505H DORMER VENl 1x4"Ti¢1M L_-DORMER VENT " _COMPOSITION_ROOFING_ =PITCH 4 / 12 UNDERLAYMENT: A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER - �R APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FIN15HF5 15 SCALE: 114"- 1'-O" ,I./ MAX RAMIREZ -GOLDEN SUN DESIGN - ENERGY CALC5 O� 22 189 5AM50N AVENUE, CORNING, CALIFORNIA 9602 1 _ PHONE: (530) 321-1242 CELL t EMAIL ADDRESS: MaxoradManla.com 50505H 30505H d BATT SIDING RIDGE VENT DOWNSPOUT PITCH 8/ 12 W W I1 CONTINUOUS H H RIDGE VENT X X . C 4MMEY GAP w Ul --—_ - y �• -_ �--_-�--r LIVABLE: 1021 SgFt 2ND FLR T B4 1 5 SgFt TOTAL d BATT SIDING 14"x 18" VENT GARAC7E: _OAR.D -_ 1 V P AT HEIGH 1008 SgFt ' 1; X5'7KIM 1 T _ II ' I i :, :, __ 1 1 Ov 6FGI -,._ 1 1 Ov 6FG w , COVERED _ _ ...,.,; , - PATIO: 285 SgFt FRONT r ,r, 2620FX 2620FX 2620FX 80 SgFt BREEZE g ;... VENEER: X45 SgFt REAP. INSTALLED PER CBC 5 10 5gFt TOTAL r ,, 130505H, 30505H 30505H rr , DATE: " . = ., 26505H 26505H 26505H 5/10/2016 _ SCALE: SHOWN r ` - -ELECT. - - 5ERV1C. ELECT € 200 AMP ELECT. :---� INN, SERVICE METER 48"H MIN. - "f 5'MAX. _. HORIZONTAL SIDING — ---- ----- A 3.0' F, r, - r, HABOVE AG SHEET FIN15HEO GRADE LANDINGS: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, ( PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WIN6 OVER THE LANDING. O COPYRIGHT 2015 SMITH - DRAFTING I +p/�� Iy► 1 99 SYCAMORE VALLEY ROAD, Y I,11A 11 CHICO, GA 95915 SUMMIT STRUCTURAL DE51GN - STRUCTURAL ENGINEER CAUsers\Lynn\Documents\Chief X8 Plans\Adam Birchard Residence\Birchard Residence.19y0utLYNN 363 RIO LINDO AVENUE x200, CHICO, GA 95926 ADAM BIRGHARD (530) 592-4401 WORK (530) 864-5421 CELL EMAIL ADDRE55: Ryland®SummltChico.com EMAIL ADDRE55: AdamOBlrchardConstructloncom I I1 I I I:' . -ones (530)691-0565 WORK BATHROOM RECEPTACLES: SEE NOTE 20. BATHROOM LIGHTS:.. SEE NOTE 2 1. BATHROOM EXHAUST FANS: SEE NOTE 25. IUB OR_SHOWER-FIXTURES- SEE NOTE 22. TOILET ROOM: SEE NOTE 25. qW FAN W/LIGHT: LED. SEE NOTE 1. qW LED. I-AMP_H7-\ SEE NOTE OKE/G_O_.A 5EE NOTE 1 8. &/011 LED O T OGGU A' q W SE C LED. qW EXHAUST.FAN: LED. SEE NOTE q. TO BELOW ® DN WHOLE HOUSE FAN; THERMOSTAT: SEE NOTE b. SEE NOTE 8. � c SMOKES 16. ALARMS: SEE NOTE 1 8. 9W L.ED' dl FAN W/LIGHT: 5EE NOTE 1. CLOSETS: SEE NOTE 1 9. cs NOTE: io LAMP HOLDERS: SEE NOTE S. PROVIDE READILY ACCESSIBLE \ CAPABILITY TO CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITGHE5 t THEIR ACCESSORIES. CENTEROF THE SUB PANEL SKIP NOT MORE THAN 6'-1' ABOVE FLOOR. GEG 404.6 NOTE: LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSE5, SWITCHES 4 THEIR ACCESSORIES TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. NOTE: COMPLY WITH GEG, ARTICLE 250 REQUIREMENTS FOR GROUNDING l BONDING. NOTE: ALL LIGHTING SHALL BE HIGH EFFICACY. ARG -FAULT_ GROUND-FAULT_CIRCVIT- INTERRUPTER PROTECTION: SEE NOTE 2. TAMPER-RESISTANT_ REGEPTAGLES: SEE N07E 3. RECEPTACLE LOCATIONS: SEE NOTE 4. EXHAUST I'AN: SEE NOTE 9. Rri LED. *__' 1 0 0 5MOKE/G.O.ALARM5: qW SEE NOTE 15. LED. FAN P4/LIGHT: SEE NOTE T. CA5RV d LAM"OLDERS: SEE NOTE S. 9W RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R Project Title BIRGHARD }ZE5I12ENGE Date 1 5/ 15/201 b At least 50 of the total wattage of permanently installed luminaires in the kitchen must be in liminaires that are high efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. efficacy luminaires as dwfirled in Table 150-C. Luminaires that are not high efficacy must be switched separately. Luminaire Type High Efficacy Watts x Quantit} = High Efficacy Watts or Other Watts 6'LE.D. CAN Yes X PJo 13 x O = O 4' L.E.D. CAN Yes X No 9 x 9 = 81 2' LE.D. PUCK Yes X No 2 x O = O 4 BULB FL STRIP Yes X No 56 x O = O 2 BULB FL STRIP Yes X No 28 x 0 = O UNDER GAB. PUCK Yes X No 2 x 6 = 12 LED. PENDANT Yes X No 9 x 2 = 18 TOE KICK Yes X No 0.5 x O = O Yes No x Total: A: 1 1 1 B: O ICOMPLIES IF A?: B Yes X NO ' WHOLE HOUSE_ ENTILATION: THIS BATHROOM XHAUST FAN TO BE USED FOR •SHE WHOLE HOUSE VENTILATI N REQUIREMENTS. 5 E NOTE 24. BATHROOM REGE _TAGLE5: SEE NOTE 20. BATHROOM LIGHT:-_ SEE NOTE 2 1. BATHROOM EXHA ST FANS: SEE NOTE 23. BUILDING -VENTILA}ION: 5EE NOTE 24. TUB OR SHOWER FIXTURES:_ SEE NOTE 22. TOILET ROOM: p SEE NOTE 25. I EXTERIOR LIGHTS: ISEE NOTE 30. / I I I I i I I EXTERIOR 1.161475: SEE NOTE 30. I i I I I i I I GFCI CHRISTMAS L161 -IT -RECEPTACLES: WP- SEE NOTE 3 1. :H) 0 I 64N I 64w 2 TUBE I 2 TUBE I eL1' GARAGE RE -GFCI SEE NOTE 26. RECEPTAGL SEE NOTE 28. GARAGE FIF I SEE NOTE 21. GFCI 2 TUBE 30 I I I I I I OFCI I I I I I I GFCI 64 W 2 TUBE I I I I I I I I `�GFC I I I I I I 64W II 2 TUBE 64" 2; UBE 64W 2 TUBE BATHROOM RECEPTACLES: SEE NOTE 20. BATHROOM LIGHTS: SEE NOTE 2 1. BATHROOM EXHAUST FANS: SEE NOTE 23. TUB OR 5HOINER ELXTURE5:- SEE NOTE 22. TOILET ROOM: SEE NOTE 25. EXTERIOR _LIGHTS: \ SEE NOTE 50. 3 EXTERIOR REGEPTAGLE\ SEE NOTE 2q. GFCI GFCI WP ° HVAC GOND. UNIT: SEE ELECTRICAL ° NOTE 524 ENVIRONMENTAL QUALITY NOTE 1 1. CE CHRISTMAS L16HT RECEPTACLES: SEE NOTE 3 1. WP GFCI qW LED. qW LED. qW qW LED. LED• EXHAUST FAN: SEE NOTE 9. ARCH El Si WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A&AINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGMS. DRAFTING 15 MI'm (590) 89 1-0585 1 9 YGAMORe V -11i ROAD CM O. CALIFORNIA 959qTS y LYNN5MITH5 2 ®ATT.NET i W i 0 D G EXTERIOR LIGHTS:_ FCI ZW lNGR6Y GALG9 6Y: SEE NOTE 30. PK I DM' ``, ��• 601 -DEN SUN FAN W/LIGHT: qW �DealsNs LED. q W W \ SEE NOTE T. q W q W LED' K MAX V/z LED. LED. RAMIREZ 9W LED. EXTERIOR RECEPTACLES:_ 4 GF ADAM SEE NOTE 2 q. LAMP HOLDERS: GFCI � D SIRGHA1Rfl SEE NOTE 5. WP D q qW D EXTERIOR RECEPTACLES: GENERAL . .D. LPD. SEE NOTE 29. RN 4 WP GFa CONTRACTOR LE.D. (530) 864-5421 2 HVAC GOND, UNIT: LED SEE ELECTRICAL 2 NOTE 524 D LqN ED. K ENVIRONMENTAL QUALITY NOTE 11. , D qW FC GFCI LED. ",,✓''s°°.--+' 9W fv%D. D LED. LED. LED. OCG ANGY 1 KITCHEN LIGHTS G: N50R 111 SEE NOTE 12. K CLOSETS: L1AMP HOLDERS: ISLAND PENINS T Q SEE NOTE 1 9. - SEE NOTE 1 3. qWSEE NOTE S. M M D LPD. / SMALL APPLIANCE CIRCUITS: O qyl SEE NOTE 14. LED. COUNTERTOP TAGLE5: W F30 SEE NOTE qN1 O Z 9 W %%. / r X'I!."`iJj� S LED. ® IN ,5`^'I LqN PD. �@1 O N twll LPD. y1 .O,F7 � E LED. ff -� T EP 5RE AKER F AN L: 4 R v 30' o KIN FAN N7/LIGHT: THESE PLANS HAVE LL3 `® G LE RA GE. TO ABOVE SEE NOTE T. WED il UP BEEN REVIE THE RI-I05TAT: TO WHOLE HOUSE qW ONLY FOR 5EE NOTE 5. FAN ABOVE qN LED COMPLIANCE WITH O q W LED. ATTACHED LED STRUCTURAL qIN I CALCULATIONS. LED. IJ THE ENGINEER'S y3\ STAMP ON THIS qW LED. qW DOOR CHIME I LAMP-HOLDER5: PLAN 15 VALID _ LED. 4 LOCATION 4 SEE NOTE 5. ONLY WITH A LETTER SIGNED BY qw LED. THI5 ENGINEER FOR FCI C CCUEACH UNIQUE BUILD. PANC M SENSOR 0 DM q W LPD. 5 C, 0. ALAR JS FA EE N T 1 8. DM Goi IT GFA FAN LPD. SEE OTEIGHT; C5 v Ci I LAMP HOLDERS: SEE NOTE 5, U LED. M U) Q 6 N fj LAUNDRY _ROOM REGEPTAGLES: qw qw �� (�l in - WHOLE HOUSE VENTILATION: SEE NOTE 16. LED. LAUNDRY EXHAUST FAN TO BE DRYER OUTLET: LF D. oc L X< t SEE NOTE 1 T. EXHAU5T-FAN: 0 t Y O USED FOR THE WHOLE HOUSE J - VENTILATION REQUIREMENTS. SEE NOTE q. GFCI PROTECTION ON o TV os 1v SE N OTE 1. _T: _ 0 _ ` 0 r SEE NOTE 24. COUNTERTOP RECEPTACLE D SEE NOTE 1. .�j v 1 / WITHIN 6OF LAUNDRY SINK. I z Vu fj BATHROOM REGEPTAGLES:P ° W '� SEE NOTE 20. GFa DOOR BELL Q < o I 5ATHROOM_LIGHT5: �� LOCATION M LU V SEE NOTE 21. I LAMPNOTE 5. ERS: .n 0 EXTERIOR LIGHTS: _ EXTERIOR LIGHT5:_ I SEE NOTE 5. V ■ BATHROOM EXHAUST -FANS: SEE NOTE 50. SEE NOTE 30. W 1 SEE NOTE 23. _ TUB OR 5HOriFIXTURES:_ EXTERIOR RECEPTACLES:- _ I 1 SEE NOTE 22. SEE NOTE 29. \\ TOILET ROOM-. ELEGT_5ERVIGE: 0 JU 71 z SEE NOTE 25. LgEWD 200 AMP SERVICE 0 Q 36" CLEAR OF O qW DOOR OR WINDOW NOTE: L.E.D. 48"H MIN. - 15' MAX. W PROVIDE READILY ACCESSIBLE •LONFIRMLOGATION• N , ` I ARG -FAULT GROUND -FAULT -CIRCUIT- CAPABILITY TO CIRCUIT BREAKERS, T7 INTERRUPTER PROTECTION: DISCONNECTS, FU5E5, SWITGHE5 4 THEIR M '`x{` Z �I SEE NOTE 2. AGGE55ORIE5. CENTER OF THE SUB PANEL GFCI P GFCI W _TAMPER-RESISTANT RECEPTACLES: 6RIF NOT MORE THAN 6'-1" ABOVE FLOOR. 1 (3 SEE NOTE 3. CEO 404.8 _ CHRISTMAS. WOHT. REGEPTAGLES: I RECEPTACLE LOCATIONS:- _ _ - NOTE: - �� GHRISTMA5 LIGHT-REGEPTAGLES: SEE NOTE 31. SEE NOTE 4. LABEL CIRCUIT BREAKERS, ACCESSORIES T SEE NOTE 3 1. "I-, ` O FUSES, SWITGHE5 !THEIR AGGESSORIES TO �r IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. I NOTE: Ji COMPLY WITH CEG, ARTICLE 250 REQUIREMENTS FOR GROUNDING �/�\ < LU ! BONDING. iii n�=V l NOTE: < IL Ip ALL LIGHTING SHALL BE HIGH EFFICACY. / /HRl5TMA5LIGHT_REGEPTAGLES:R ,'> BEDROOM: f SEE NOTE 3 1. ,, : 1 8.) SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON - EACH FLOOR OF THE DWELLING. GHRISTMA5 LIGHT11PEGEPTACLES: SCALE: 1/4* - l' -O" SMOKE/CARBON MONOXIDE ALARMS: PROVIDE A HARDWIRED WITH BATTERY SEE NOTE 5 1. BACKUP SMOKE d CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO BEDROOMS. A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS. ELECTRICAL SHALL BE INSTALLED_ PER THE 20 15 G.E.G.. B.) FOR BEST RESULTS, USE DUAL IONIZATION t PHOTOELECTRIC SENSOR ALL AREAS: SMOKE ALARMS. 1.) REFER TO THE MANDATDRY_MEA5URE5 FOR RESIDENTIAL LIGHTING 1 q.) CLOSETS LIGHTS: PER G.E.G_ MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE BATHROOMS: LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE 20.) BATHROOM REGEPTAGLE. OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2. ) BRANCH_OIRGUITS; PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT- GEG ART. 210.1 1 (C) (3). INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 21.) BATHROOM LIGHTS: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR BRANCH CIRCUITS SUPPLYING OUTLETS. CEO ART. 210.12 (B). PROVIDE A "MANUAL ON - AUTO OFF" OCCUPANCY LIGHT SWITCH. 5.) REGEPTAGLES: BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 22.) LIGHT FIXTURES IN TUB OR 5HOWER ENCLOSURES: TO BE LABELED'SUITABLE RECEPTACLES SHALL BE LISTED TAMPER-RE515TANT RECEPTACLES. SEE GEG FOR DAMP LOCATION' PER CEO ART. 4 10.10 (A) 4 (D). ART. 406.12. 23.) BATHROOM MECHANICAL. EXHAUST FANS: 4.) RECEPTACLE LOCATIONS:. SHALL BE INSTALLED 50 THAT NO POINT A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 TERMINATE OUTSIDE THE BUILDING. MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE B.) UNLE55 FUNCTIONIN6 AS A COMPONENT OF A WHOLE HOUSE IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND 51MILAR VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT OPENIN65 SHALL HAVE A RECEPTACLE. CEO ART. 210.52 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) LAMP.NOLOERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEO BATHROOM NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM 15 A SECTION 3 14.25. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER FOR CEILING (PADDLE) FANS PER CEO SECTION 3 14.21 (A) 4 (D). COMBINATION. 6.) WHOLE HOUSEFAN5: PROVIDE INSULATED LOUVERS OR COVERS (MIN. 11 24.) WHOLE. BUILDING VENTILATION: ONE OF THE BATHROOM EXHAUST FANS, AS WHICH CLOSE WHEN THE FAN IS OFF. THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE 1.) CEILINGFANSN/LIbHT: FLOUR5GENT IN/ SWITCH OR INCANDESCENT IN/ FOLLOWING: DIMMER SWITCH. MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. A,) A MINIMUM CFM RATING OF 15 CFM. 8.)THEPIM05TAT5:- SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. B.) BE RATED A MAXIMUM OF 1.0 SONE. q.) EXHAUST FANS: PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS C.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING y p VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. VENTILATION ! FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. .0 tu X O F W 3 m W < p F Z f J Z w H = m Z J V F W 1 O.) PROVIDE STUB FOR LANDSCAPE LIGHTING 6 IRRIGATION TIMER. (CONFIRM) 25.) TOILETROOMS:. INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING N Q tu J J W w< V < 0} i} 0 J 0 Z < d Q < IY w x W p 0 F m W 0 i J i w < Zi.: p 1 1.) MAIN ELECTRICAL SERVICE:_ PROVIDE 200 AMP. VERIFY LOCATION OF MAIN 6 FIXTURES IN ROOMS WITH WATER CLOSETS. wm W U w WWF U <xd Ju d0 U) WOp d �Wp}p NIY I-WWpVI-W�W�z w Hw Z- x_ <_ 1- Y L, O > IUID J z F W LU J w 'u w V Z J d 1-~ 'p O U Z SUB PANEL GARAGE: 1 I J F NN QwK�F W LU \NQV va< IL N zZ VaN w Ii<w dWWjYwgpOlY�=iK U o ry� Ful FW Ur��JW < V p SINZN� J KITCHEN, PANTRY 4DININGAREAS: Www W < I- Y W J p Z_ U w K . w< • W L ,_ K i f p w W w p < w W U u�y F W Z Z z 0 d 0< H o 4 Q J < V d Z x J 0 1u W < J 26J GARAGE REGEPL GLES ARE REQUIRED TO BE GFCI PROTECTED. LIGHT 0< F F W< J w F K J w W } H= < w WWW w W O Z J w p J U z z x z -1 p W 1- H 'P X w w N J F < w p N< U U w F d 1 2J KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS Z T O J W < F w d U 0>> N W < w p V . U 0< V 0 w= N V O J U p J J W F U w U Z W Z - d= N O W z O x _ ry E H U X J N = o w N W U U W w W J x x J N z 0 z U ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 1 50-G. SWITCH TO HAVE VACANCY SENSOR_ LIGHTS TO BE HIGH EFFICACY. N = U d < p N w 0- w U F F w w 0 _ F 0 �, 21.) GARAGE FIREWALL: PROVIDE A 24' SEPARATION BETWEEN RECEPTACLE t O d p W J p N « N � j p U x W N p` w J p d 0 d 1 Y N a w d p p W O O w O w d1 x z< W V o w 1 z x w i w J Z 1 K m- IU W ~ j w -1 ~ K 1- _ W Z 1 a p w 0 N K N 1 5.) 15LAF OT THECOUNTER.ART. 12 E0.52F(GI (213) AND ARTCOUNTERTOP E7 E0P EAGLE AT THE SWITCH BOXES IN THE FIREWALL (BOXES IN SEPARATE STUD BAYS ARE W Zw wdi dd J JVZ IY F IV Ld 0 < ;::i t -F oUJ w dxwKO< �O�zLli F -V VU -i IU 0zz clow mw HUiUJwI�W W<UW w E w6» wz WO dJ-� EzI- x d� fpmmw ww END O ACCEPTABLE.) d W x 0 � V d x- W<< Z w J J w J W z J 2 w] x Z F} w 0- V= x J LL w w< d W' ql V Q w W~ p w 0 w N < 0> 14.) SMALL_APP1_.IANGE_GIRSUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL IL w=0= W F\V�x \., >w=N� = iOVr <WN F} IVU\„ Od �Y J=< <V <Jw <;U}p1UQ. WILO WWW+w wJ1 'UPx SID �¢ NN HJWm+ WJJD- 1� px Win mx 28.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE F U x W IV i J X W V w i 0 d W- i > W W p cl Z W V V x W f W' O p d w Z p p_ p F N J W v d 0 W -I w X J y IV F- J cl d z F w APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE W O _ 4�n J F J Ui p~W gN YF~Jw �w p1- pmI IYWJ FWW�u< Fmw<=Q�aNUr<-gwdQ }_ Fxu..-H aK wH Wm�pJ HO<dW Yaoz� Z.nu_ O xw< fIY w H y z H ID Z 0 1_ H Y W J- Z W w p 0 V X Z 0 W• d--1 N F < w Y K V< m BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24'. I 4 0 J ]�J O J X J O W OJJO - F W- Wd1• WOJ w I mK Wxdd2 w ZW ��mQ1 iv cl Ox wJJ;I mzl UUdxY OVJVHFLOOR RECEPTACLE N J0�~i1< W X<H'< V� oNOW� 0 wOw��p �O�£a~ 4Z F., ZW1'1 Ww0 <Zlj lu .,U jw JRZMV0VIL pmJ WiV' I Fv.. IWDQ wJ pU 0 JJ< w<�00 dIU 31 Z i JmF PER GEG ART.2105208)LET5.5UGH CIRCUITS SHALL HAVE NO OTHER OUTLETS Y IU �cl0. m U IuX�i �� t: > Woa13M <wIw � � zp Ju Dw p< : ZJW JH mw>Ui 1C W ^K� w=' IL 1) pwm=W OQD < ~ �OpWo- =v' EXTERIOR: F w > Z w Z W p V Q w IY F < - W U p J W m Y K o w 15.) COUNTERTOP RECEPTACLES IN THE KITCHEN AND DININb ROOMS SHALL BE 29.) EXTERIOR REGEPTAGLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI Q g i Y H w i H F d w W' 5 it O N« dl z W J W Q. D O W. Z Q A W V z p w la Q IW- w N w'D F U W W 0 e U Z_ 0 p V J U U < W v <' 0 F p W D j w INSTALLED AT EACH WALL COUNTER SPACE THAT IS 1 2' OR WIDER. REGEPTAGLE PROTECTED. CEO ART. 210.8(3). X < V j d Ww, p N ; 0 i< U = Q p z i J �, i ,p J ? w« W H i< w O z d z z Y< p W< Z Zp W < 6 X O N 0 J K-~ � z a J w n z x p N 0 OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 30.) OUT POOR. LIGHTING: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING 15 W d F N ? W V O 0= U ui F d F O N N p < w 0 Z F 0 U J 7 U x p p= 0 0<< z w Z J 1p d w 7 IT Z V }< F O w d w V w 0 IV O J MORE THAN 24' MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 6 J m X O ~ Z~ Z U N O p O W j} z w a> i p p; U 4 m o V w U dW, N U Z o K U ,j i Z U < k)< d N O w J O L SPACE. GEG ART. 2 10.52 (C) (1). ALL KITCHEN COUNTERTOP 1 5 AND 20 AMP, ONE K; THE FOLLOWING: A.) PHOTO CONTROL: OR B.) ASTRONOMICAL TIME 0 UJID < _ < - > > N 4 to w 0 Z x U W 0 0 W < J d1 d 0 < U CLOCK; OR G.) ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) N V < - W N iD w w T V N d 0 r < U N V m W 0 V x p n J m m 0 > 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. 3 1.) CHRISTMAS Lli REGEPTAGLES: PROVIDE OUTLET NEAR TOP PLATE, 0 7- p W W m "i LAUNDRY d UTILITY ROOMS: E ° Fp1ro 16.) LAUNDRY 4 UTILITY__ROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT ) HVAO OCE ! UNIT: R GFCI 220Y E ED SERVICE REGEPTAGLE WITHIN AR LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER 32.) HVAC GOND 1 1 O PROVIDE 220v ELECT. ERVICENEGT W/ 30'x30' CLEAR O OUTLETS PER CEO ART. 2 10.1 1 (G) (2). ATTIC: 11.) DRYER OVTLETz PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEO. 33.) PROVIDE LIGHTS, SWITGHE5 AND REGEPTAGLE FOR MAINTENANCE OF 44).O 0 11��II11 CE R"� MECHANICAL EQUIPMENT LOCATED IN ATTIC. �LE T( W �} rtd WP O ILII t% Vo Q s� C'" - a� H� Gy� 404 e OOO O O O cm m� � °I�n V,' PI F Ute, 3DM' OO O ��r1 ` P CSE CE ° ° O R ISE TC 0 ® W o 0 ''r,'J-IIyI1�I--IIL co 1 �1I (tom Slo- 8 , ❑ Go )'V(r' Htl OC5 �}-- '` ® I� r-- FCI D� JPE D� RCS 4O 0 9 �e * _J O 0 0 ADAM BIRGHARD - GENERAL CONTRACTOR (530) 864-5421 CELL EMAIL ADDRE55: Adam°BlrchsrdGonstructlonLom l 4 MAX RAMIREZ - GOLDEN 5UN OE516N - ENERGY GALC5 �22189 SAMSON AVENJE, CORNING, CALIFORNIA 96021 � PHONE: (530) 321-1242 CELL 1\ EMAIL ADDRESS: Max°CadMama.COm �unmil � y�96i 383 RIO LINDO AVENUE -200, GHIGO, GA 95926 (5.3', 530) 592-4401 WORK EMAIL ADDRPylamd@5ummitGhic.o.com LOCAL VENTILATION RATE SUMMARY - BATHROOM5 BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 4 DUCT SIZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - '10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 300 CFM NUMBER OF KITCHENS - 1 DUCT SIZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 226151 WHOLE HOUSE FAN DUCT SIZE - (2) 1 6 INCH MAX._ALLOWABLEDUCT LENGT_H_-NO_LIMLT Qfan - FAN FLOW RATE (Cfm) Afloor - CONDITIONED FLOOR AREA Nbr -_NUMBER OF-BEDROOMSLMINt ) Qfan - (0.0 1 X Afloor) + (-1.5 x (Nbr + 1 )) Qfan - (34.2) + (1.5 X (5+ 1)) Qfan - 34.2 + 45.0 Qfan - "f 9.2 (ROUNDED TD_Z_ZGFM) R G:\U6er9\Lynn\D0cument9\Chief X5 Plane\Adam Bir ADAM ORCHARD (550) 864-5421 CELL EMAIL ADDRE55: Adam°BlrchardGonstruction.com 7'-( Residenae.layout Q z z� Q 2 F Q -I W _jz> CIL WLU 2 Q � � ~ � J J Lu LIVABLE: 2 3 q 4 5gFt 15T FLR 102.1 5gFt 2ND FLR 5415 5gFt TOTAL GARAGE: 1008 SgFt COVERED PATIO: 285 SgFt FRONT 80 SgFt BREEZE _A45 5gFt REAR 5 10 5gFt TOTAL DATE: 5/10/2016 SCALE: SHOWN 2 8 ORY 5HEET 7 o COPYRIGHT 201 5 A1 LYNN SMITH - DRAFTING LH UI I y 1 99 SYCAMORE VALLEY ROAD, CHICO, GA 95913 • (530)891-0565 WORK a .N -..,,,,,ten,.... Y...-.. ..�.s ....,. _. 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 REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETCETERA. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS (IF APPLICABLE) THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBG 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 BROUGHTTO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'4" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. GENERAL STRUCTURAL NOTES 3. CONCRETE / REINFORCING CONTINUED 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 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. 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 V-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 SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 6. FRAMING / LUMBER CONTINUED 6-4 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. 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: 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TOTAL LOAD 38 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. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.612, S1= 0.271 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.535, SD1 = 0.336, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 10.2 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF REDUCIBLE FLOOR 40 PSF 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 DJ DOUBLE JOIST P/C EA EACH P/T EF EACH FACE REINF EL ELEVATION (DATUM) REQ'D ELEV ELEVATION (VIEW) OR ELEVATOR SC EN EDGE NAILING SEOR EQ EQUAL ES EACH SIDE SHTG (E) EXISTING SIM EXP EXPANSION SOG EXT EXTERIOR STD EW EACH WAY STIFF FF FINISH FLOOR STL FIN FINISH SQ FJ FLOOR JOIST SS FLR FLOOR SWS FNDN FOUNDATION SYM FOHC FREE OF HEART CENTER T&B FOS FACE OF STUD TO(P) FS FAR SIDE TOC FTG FOOTING TOF GA GAUGE TOS GALV GALVANIZED TOW GLB GLUE -LAM BEAM TN HDG HOT DIPPED GALVANIZED TYP HDR HEADER LINO HGR HANGER (SIMPSON) VERT HORIZ HORIZONTAL WP ID INSIDE DIAMETER WWF INT INTERIOR W/ JST JOIST W/O 1T JOINT 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 j 1 : ...... QROFESS/pN9 K. c' cr_No. 75688 * . 6/ 0/6 �T C/V1L gTFOF CAO 0� 5/04/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS i SUMMIT, STRUCTURAL DESIGN \�I 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W 5/04/16 U NTS z} RKB W Q =U W z r cc. 0 G Q Q Q DC U re ,M01 W 0 z J NOQ U nC H cn REVISIONS: DATE: 5/04/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-186 SHEET: SN WATERPROOFING AND DRAINAGE BY OTHERS WHERE REQ'D WATERPROOFING AND TS18 STRAP AT DRAINAGE BY 48" O.C. TO OTHERS WHERE REQ'D WALL FRAMING E.N. SLOPE TO DRAIN PER ARCH WHERE REQ'D ~- TS18 STRAP AT 48" 1 14 2X SOLIDE.N. O.C. TO WALL BLOCKSFRAMING 2X BLOCK AT 48" O.C. TYP. TF MTL HGR 2X SOLID BLOCKS CONT. 2X6 SLOPED AT BALLOON STUDS BALLOON STUDS RAFTER PLANE W/(3) AT 16" O.C. U.N.O. AT 16" O.C. U.N.O. 16d PER WALL STUD CONT. 2X LEDGER WITH (2) 1/4" DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2" EMBED NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL LEDGER DETAIL NO SCALE 20 SDI 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 EN AND NAILING EN 3 - 3" X 0.131" NAILS TOE NAIL /SHEAR 1 PER PLAN 1 3 - 3" 14 GA. STAPLES 4X8/4X10/4X12 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2- X 0.131-) + -rte- -n---r TYP 2 - 3' X 0.131" NAILS TOE NAIL EACH END 16d 2 - 3' 14 GA. STAPLES I+1 II I 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' SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2- X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2- X 0.135-) AT 16" O.C. Imo+ -_ SEN, TYP 3' X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL II+i I I 3' 14 GA. STAPLES AT 12" O.C. 2'-0" 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" OPENING WITH 10d NAILS AT 2 1/16-z 7. TOP PLATE TO STUD 2 - 16d COMMON(3 1/2" X 0.162') o II O.C. CENTERED ON OPENING. WRAP 3 - 3" X 0.137' NAILS END NAIL TRIMMER/S 3 - 3" 14 GA. STAPLES POST PER I- C 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") PLAN � C 8d O 4" O.C. 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL MULTIPLE WINDOWS WHERE OCCURS 3 - 3" 14 GA. STAPLES AT 12" O.C. 1.I°I I°I REQ'D PER SHEAR 2 - 16d COMMON (3 1/2" X 0.162") END NAIL - 3 - 3' X 0.131' NAILS HOLDOWN PER SCHEDULE MUDSILL 3 - 3' 14 GA. STAPLES I I II II 9. DOUBLE STUDS 16d (3 1/2- X 0.135-) AT 24' O.C. PLATE 3 3" X 0.131" NAIL AT 8' O.C. FACE NAIL II A I I.I II II 3" 14 GA. STAPLE AT 8" O.C. I °i 10. DOUBLE TOP PLATES 16d (3 1/2- X 0.135") AT 76" O.C. MUDSILL 1°I I.I 3" X 0.131" NAIL AT 12- O.C. TYPICAL FACE NAIL I 3' 14 GA. STAPLE AT 12. O.C. SILL PLATE AND AB DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2- X 0.162') 12 - 3' X 0.131' 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-) 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. 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 i6d 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 - Sd 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 CE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS 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"X0.131'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- NAIL" 19/32- TO 3/4- 8d OR 6d• 2 3/8" X 0.113" NAIL' 7/8" TO 1" 8d° SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1 1/8- TO 1 1/4. 10d' OR 8d' TO FRAMING) 3/4' AND LESS 6d' 7/8- TO t- 8d• 1 1/8- TO 1 1/4" 1od' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d 5/8' ad 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 (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4- 4d' 3/8" 6d' a. common or Dox nmis are permiiiea to De usea except wnere omerwme siatea. 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') I. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8' x 0.128") or casing (6d - 2' x .099-; 8d - 2 1/2" x 0.113") 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). 1 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, Bd 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 17 NO SCALE S D I SHEAR PLY AND NAILING PER PLAN EN STRAP AND COMP POST PER SCHED. N SHEAR PLY AND NAILING PER PLAN STRAP PARTIAL PLAN SHEAR PLY A NAILING PER HOLDOWN A PER SCHEDI \-EN SHEAR PLY AND NAILING PER PLAN HOLDOWN PARTIAL PLAN TYPICAL CORNER HOLDOWN/STRAP DETAIL NO SCALE SHEAR PLY PER SHEAR WALL SCHEDULE TYPE "6" AT HEADER, TYPE HEADER PER PLAN CS16 STRAP TOP PLATE MEMBER SIZE SIMPSON HANGER TYPE PER 7/SD1 PLY LUS24/LUS26/LUS28/ WS210/LUS210 10d EN AND NAILING EN DBL 2X6/DBL 2X8/ DBL 2X1O/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF /SHEAR 1 PER PLAN 1 ----EN, 4X8/4X10/4X12 + + +- +- ± -+ � -- - - + -rte- -n---r TYP + + 1 11 I I I 1+1 16d TJI/BCI I+1 II I 10d NOT REQ'D I I I I 4X6 BLK'G + I+ I I+I I TYP. ---- --4k I i I I I 16d - +- + - + Imo+ -_ SEN, TYP AB 0 3'-9" O.C. AS REQ'D II+i I I 2'-0" 1 1 1 I 1 11+I WIDTH) LONG ABOVE AND BELOW z EDGES, II II II I I I Il i SHEAR PLY OPENING WITH 10d NAILS AT 2 1/16-z A35 AT V-8" O.C. I I 1 o II O.C. CENTERED ON OPENING. WRAP I I+ I HOLDOWN E 11 TRIMMER/S i i+ POST PER I- C PER PLAN J WALL SCHED. I I°I I•I --\,., 11 PLAN � C 8d O 4" O.C. I =� MULTIPLE WINDOWS WHERE OCCURS II II I II II 1.I°I I°I REQ'D PER SHEAR 1 11 T� M Arr LL., KINGS/HOLDOWN POST PER PLAN SHEAR WALL WIDTH TYPICAL SHEAR WALL PORTAL DETAIL NO SCALE BEAM PER 1/2 STRAP LENGTH 11,j 7 NOTCH BEAM AT PERPENDICULAR PLATES, WHERE OCCURS LSTA18 E.S., UNO. 15 SDI MSTA24 STRAP AT PARALLEL TOP PLATE, LINO TOP PLATE PER 7/SD1 (2) 16d NAILS, TYP WALL FRAMING PER PLAN \TRIMMER/S POST PER PLAN TYPICAL TOP PLATE -BEAM DETAIL TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ WS210/LUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X1O/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 I( NO SCALE PER ARCH RAKED PLATE WHERE OCCURS CS16 X 2X BLOCK FLAT, TYP LENGTH TOP PLATE PER 7/SDI WALL FRAMING PER PLAN, TYP--- 1/2 STRAP LENGTH TOP PLATE PER 7/SD1 -+ -+_ --E.N. r---- TYP I+I vi, - -_+ _+ E.N. TYP 1I SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED CORNER WHERE OCCURS PLY WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL NO SCALE STRAP 2X4 SHEAR PLY AND BLK'G NAILING PER PLAN E.N. A TOP PLATE PER 7/SDI HEADER KING STUDS PERPLAN # MAY VARY ---E.N. PLY AT BLK'G/HDR -SHEAR PLY AND NAILING PER PLAN ---E.N. PLY AT BLK'G/SILL 'PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. TYPICAL OPENING STRAPPING DETAIL 10 NO SCALE �Dl NO SCALE L�D I CORNER WHERE OCCURS 2 1/2" MAX. DEPTH FOR 2X4 PLATE (5) 16d NAILS AT 3 1/2" MAX. DEPTH FOR 2X6 PLATE TOP PLATE PER 7/SD1 LAPPED CORNERS, TYP O 5 1/2" MAX PROVIDE PANELS AA� MFR, 1/8 BLOCK �=L AT AL PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH --,,,"f 11 i PER 7/SDI 16" MAX .. .I . .. SPACING ftl MFRAMING AX 1/2" -WALL I �PER LPLAN, TYP -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 13 NO SCALE S D I AS L ---TI-°--IT--• HEADER PER PLAN ® 0 al��� PLY AND NAILING FRAMING PER PER PLAN 3OUD BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH GAP REQ'D BETWEEN BY 11 1.1 I.I 11 11 Ij I I I FIELD NAIL PER SHEAR WALL SCHED. BLOCK TYP. I II OPENING WIDTH I) Id I( 11 1/2 OPENING 1/2 OPENING II I II II HT. MIN. TO END I I I I T. MIN. TO EN I° I I OF SHEAR WALL TRIMMERS 8d O 6" O.C. OF SHEAR WALL I I I I # MAY VARY 6 AB 0 3'-9" O.C. AS REQ'D w CS16 STRAP X (10'-0" + OPENING I°I WIDTH) LONG ABOVE AND BELOW z EDGES, II II II I I I Il i SHEAR PLY OPENING WITH 10d NAILS AT 2 1/16-z A35 AT V-8" O.C. II II II WALL SCHED. O.C. CENTERED ON OPENING. WRAP PER SHEAR SCHEDULE USE 3X STUID AT (1 AT CORNERS WHERE THEY OCCUR. o I J WALL SCHED. I I°I I•I --\,., 11 PROVIDE CONTINUOUS STRAP OVER 8d O 4" O.C. II II II STUD MULTIPLE WINDOWS WHERE OCCURS II II I II II 1.I°I I°I REQ'D PER SHEAR 1 11 T� - USEI 3X STUID AT I ABUTTING PANEL EDGES WHERE Id HOLDOWN PER SCHEDULE MUDSILL -1r° II III I I II II II II I°I BOTTOM PLATE 3 I I I 1.1 LI III. 11 II III•I I.I II A I I.I II II WALL SCHEDULE- II II I °i 1°1 1.1 11ITYP MUDSILL 1°I I.I I Id I I I I 11 I I°I I ---LL I -ii- L SILL PLATE AND AB 11 J L ---E.N. PLY AT BLK'G/HDR -SHEAR PLY AND NAILING PER PLAN ---E.N. PLY AT BLK'G/SILL 'PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. TYPICAL OPENING STRAPPING DETAIL 10 NO SCALE �Dl NO SCALE L�D I CORNER WHERE OCCURS 2 1/2" MAX. DEPTH FOR 2X4 PLATE (5) 16d NAILS AT 3 1/2" MAX. DEPTH FOR 2X6 PLATE TOP PLATE PER 7/SD1 LAPPED CORNERS, TYP O 5 1/2" MAX PROVIDE PANELS AA� MFR, 1/8 BLOCK �=L AT AL PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH --,,,"f 11 i PER 7/SDI 16" MAX .. .I . .. SPACING ftl MFRAMING AX 1/2" -WALL I �PER LPLAN, TYP -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 13 NO SCALE S D I AS L ---TI-°--IT--• HEADER PER PLAN ® 0 al��� PLY AND NAILING FRAMING PER PER PLAN PLAN WHERE BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH GAP REQ'D BETWEEN BY 11 1.1 I.I 11 11 Ij I I I FIELD NAIL PER SHEAR WALL SCHED. POST PER PLAN WHERE OCCURS I II " MIN I) Id I( 11 E.N. PER SHEAR SSTB20 SSTB24 II I II II WALL SCHED. I I I I d E PER SHEAR I° I I 12d ®7" O.C. 8d O 6" O.C. EDGES, TYP.� I I I I WALL SCHED. 6 AB 0 3'-9" O.C. AS REQ'D POST AS REQ'D RBC AT V-8" O.C. PER HD SCHED. EDGES, TYP I I I Il i SHEAR PLY T COMPRESSION d POST AS REQ'D 1 PER HOLDOWN A35 AT V-8" O.C. 350 WALL SCHED. AB 0 V-9" O.C. PER SHEAR SCHEDULE USE 3X STUID AT (1 RBC AT V-2" O.C. I J WALL SCHED. I I°I I•I --\,., 11 O 5" O.C. 8d O 4" O.C. II STUD I•I I I II II I II II J REQ'D PER SHEAR H.D. I I I'1 I II II USEI 3X STUID AT I ABUTTING PANEL EDGES WHERE Id HOLDOWN PER SCHEDULE MUDSILL SCHED. LI I II I I I II II I REQ'D PER SHEAR II 3 I ii i ii I I 11 I•I WALL SCHEDULE- II II I °i SILL PLATE AND A.B. COUPLER NUT MUDSILL I I 11 -IL I Id I I I I 11 I I°I I ---LL I 640 SILL PLATE AND AB AB O SIZE/SPACING PER SCHED. ,.w FOUNDATION PER PLAN --Z NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS- -� TYPICAL SHEAR WALL ELEVATION F9 - NO SCALE SDI SOLE PLATE NAIL SPACING PER SHEAR WALL SCHEDULE, OTHERWISE 16d AT 8" SOLE PLATE NAIL O.C., TYP PER SHEAR WALL SCHEDULE, TYP 1/2" MIN _ _ _ 1/2"MIN - --------� - - -- RIM BELOW � T / PER PLAN - NO SCALE WALL CONTINUES WHERE -OCCURS PER PLAN (5) 16d +`+ + + + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE PER DETAIL BELOW MST l26 STRAP, U.N.O., CENTERED ON DISCONTINUITY BOTTOM PLATE PER PLAN STUD DIRECTLY UNDER SPLICE, TYP. TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES -`--STUD DIRECTLY�� DBL 2X UNDER SPLICE, TYP. II TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS --I TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL NO SCALE SD 1 TOP PLATE PER 7/01 ® HEADER PER PLAN ® 0 al��� PLY AND NAILING FRAMING PER PER PLAN PLAN WHERE BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH OCCURS NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED TYPICAL RIM/BLOCK NAILING DETAIL NO SCALE WALL CONTINUES WHERE -OCCURS PER PLAN (5) 16d +`+ + + + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE PER DETAIL BELOW MST l26 STRAP, U.N.O., CENTERED ON DISCONTINUITY BOTTOM PLATE PER PLAN STUD DIRECTLY UNDER SPLICE, TYP. TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES -`--STUD DIRECTLY�� DBL 2X UNDER SPLICE, TYP. II TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS --I TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL NO SCALE SD 1 TOP PLATE PER 7/01 J_�-J_ IIII1IIII1 - - © IIII1IIII1 �J I- �II1III�!�I-1 � , • ��11i11a11 •- 100 1"1 Iffil 111 . III' ©1l � STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE al��� KING STUDS PER SCHEDULE Q A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH Q NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © II II STUD PER PLAN DF#2 AT 16" O.C. U.N.O. ' 11. .II J_�-J_ IIII1IIII1 - - © IIII1IIII1 �J I- �II1III�!�I-1 � , • ��11i11a11 •- 100 1"1 Iffil 111 . III' ©1l � STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE Q A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH Q NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © 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" (2) (1) UP TO 10'-0" (2) (2) UP TO 16'-0" (2) (3) TYPICAL STUD WALL ELEVATION NO SCALE TOP PLATE PER 7/SD1--., PROVIDE PANELS MFR., 1/8 BLOCK AT A 16" MAX SPACING - SOLE PLATT FASTENING SHEAR WAL CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYPE AS ALL FOOTING SCHEDULE HOLDOWN SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 GAP BETWEEN 1 J I.I F.N. PER SHEAR 2'-0" 2'-0" REQ'D. BY Ii II II WALL SCHED. 12" " MIN. II I°I I I II 6" HDU4 ( II I E.N. PER SHEAR SSTB20 SSTB24 II I II II WALL SCHED. (PLF) AS REQ D. I° I I 12d ®7" O.C. 8d O 6" O.C. EDGES, TYP.� A35 AT 2'-8" O.C. COMPRESSION 6 AB 0 3'-9" O.C. S I I I SHEAR PLY POST AS REQ'D RBC AT V-8" O.C. PER HD SCHED. MUDSILL - PER SHEAR 8d 0 12" O.C. A35 AT V-8" O.C. 350 WALL SCHED. AB 0 V-9" O.C. STUD°I USE 3X STUID AT (1 RBC AT V-2" O.C. Q ABUTTING PANEL O 5" O.C. 8d O 4" O.C. II EDGES WHERE 380 4 I°I I REQ'D PER SHEAR H.D. PER WALL SCHEDULE I I 1 ( PER MUDSILL SCHED. LI I II I I I II II SCHED. I I°i A35 AT 1'-5" O.C. ii 3 I ii i ii II II I RBC AT 10" O.C. SILL PLATE AND A.B. COUPLER NUT MUDSILL SIZE/SPACING PER SCHED. AS REQUIRED 8d O 2" O.C. rl" I FOUNDATION PER PLANS NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPSHEAR WALL ELEVATION 5 NO SCALE S D 1 3" 3- 3' FTG TYPE PER THICKNESS CLR / A WITH #4 E.W. TYPICAL SPREAD FOOTING SCHEDULE 4 NO SCALE SD1 AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN 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 11 7" MIN PLATE WASHER Li 3" X 3" X .229", TYP MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA AB WITH FNDN PER PLAN 2" HOOK, TYP 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 FOOTING SCHEDULE HOLDOWN SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 V-6" V-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" TYPICAL SPREAD FOOTING SCHEDULE 4 NO SCALE SD1 AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN 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 11 7" MIN PLATE WASHER Li 3" X 3" X .229", TYP MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA AB WITH FNDN PER PLAN 2" HOOK, TYP 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 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. 1 TYPICAL HOLDOWN SCHEDULE 2 NO SCALE STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) "SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPEHOEDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 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. 1 TYPICAL HOLDOWN SCHEDULE 2 NO SCALE Q vlsS/pNq K. S--� Z N o. 756887 * 6/ 0/16 J� CIV1\- 9�FOF CAOF 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 W STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND 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) Q2X MUDSILL 12d ®7" O.C. 8d O 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. 260 6 AB 0 3'-9" O.C. RBC AT V-8" O.C. MUDSILL 12d 0 5" O.C. 8d O 4` O.C. 8d 0 12" O.C. A35 AT V-8" O.C. 350 4*2X AB 0 V-9" O.C. RBC AT V-2" O.C. Q 2X MUDSILL12d O 5" O.C. 8d O 4" O.C. 8d O 12" O.C. A35 AT 1'-8" O.C. 380 4 1' AB ®-3" O.C. RBC AT 1'-0" O.C. Q2X MUDSILL 12d O 4` O.C. 8d O 3" O.C. Sd ®12" O.C. A35 AT 1'-5" O.C. 490 3 ABO 1'-0" O.C. RBC AT 10" O.C. Q3X MUDSILL 12d 0 3" O.C. 8d O 2" O.C. 8d O 12" O.C. A35 AT 1'-0" O.C. 640 2 AB O BC AT 8" O.C. Q vlsS/pNq K. S--� Z N o. 756887 * 6/ 0/16 J� CIV1\- 9�FOF CAOF 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 W U W Q Un =U W z cc. 0 G Q Q Q � f� L I1 77i U un Isiiiiiiiiiiiiiiis W 0 f U nro L Q U_ REVISIONS: GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. DATE: 5/04/16 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 HOEDOWN SCALE: NTS 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, DRAWN BY: RKB 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 JOB NUMBER: 16-186 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 8/SD1 FOR MORE INFO. 4.) AT SHEAR WALL TYPES "4", 3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. SHEET: 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 SD1 NO SCALE SDI FLOOR PLY AND NAILING PER PLAN E.N. PLY AT BLK'G - 1 3/4 LVL RIM WITH A35 CUP TO TOP PLATE AT EACH STRINGER SOLID BLOCK AT LSSU28 HGR., OR EACH (2) A35 CLIPS STRINGER—EACH STRINGER \ 3/4" PLYWOOD RISERS WITH (2) 16d RINGSHANK NAILS \ AT EACH STAIR STRINGER TOP PLATE PER 7/SDI �,�• \ 2X TREADS WALL FRAMING PER PLAN \ 2X STRINGERS 12" O.C. MAX 2 UNSUPPORTED SPAN = 7'-6"` MIDSPAN SUPPORT AS REQUIRE TYPICAL TOP OF STAIR DETAIL NO SCALE 20 SD2 NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. SHEAR PER PLAN WALL FRAMING ROOF PLY AND PER PLAN NAILING PER PLAN\ E.N\ E.N. PLY AT BLOCKS \l� \\ 16d AT 8" O.C. 2X BLOCKING AT 4'-0" O.C., --2X SOLID BLOCKING T&B, (3) 12d T.N. EA. END E.N. CONT. 2X6 LEDGER WITH SOLE FASTENING PER (3) 16d EACH STUD SHEAR WALL SCHEDULE, 12d AT 8" O.C. OTHERWISE FLOOR FRAMING PER PLAN E.N. E.N. E.N. PLY AT BLK'G FLOOR JOIST PER PLAN IN HANGER PER PLAN/SCHED. OR FULL E.N. - DEPTH BLOCKING AT 2'-0" O.C. AT PARALLEL JOIST BEAM PER PLAN CONDITION TYPICAL BEAM DETAIL 19 NO SCALE SD2 WALL PER rE.N. PLY (NOT SHOWN) AT HOLDOWN POST POST PER PLAN STRAP, U.N.O. TRAP ACROSS BOTTOM I WHERE REQ'D TYPICAL POST -TO -BEAM ("PTB") STRAP DTL 18 NO SCALE SD2 BM PEF' BEAM DETAIL NO SCALE 36 U.N.O. JG 17 SD2 \IA I'I I.I I I'I I'I (3) 16d RINGSHANK NAILS STRINGER TO 2X4 AT EACH STUD i 2X STRINGERS 12" MAX UNSUPPORTEI SPAN = 7'-I6"----' TYPICAL STAIR DETAIL NO SCALE FLOOR PLY AND NAILING PER PLAN FLOOR JOIST PER PLAN OR "1" JOIST BLOCK TOENAILED TO ADJACENT JOISTS WITH (4) 8d EACH END NON-BEARING WALL :A) WALL FRAMING PER PLAN, TYP N I , I _._---3/4" PLYWOOD RISERS WITH (2) I,I 16d RINGSHANK NAILS AT EACH • I STAIR STRINGER NON-BEARING WALL ABOVE WHERE OCCURS 16d EACH JOIST "DEFLECTOR FASTENING SYSTEM" OR ENGINEER APPROVED EQUIVALENT /2" MAX GAP NOTE: USE (2) FASTENERS PER WALL SEGMENT MINIMUM. TYP NON-BEARING WALL AT 2ND FLOOR NO SCALE POST PER PLAN/SCHEDU MIN. END LENGTH PER SCHED._ 1 5/8" MIN. END DISTANCE FLOOR TO FLOOR STRAP PER PLAN CLEAR SPAN — 1 5/8" MIN. END DISTANCE MIN. END LENGTH PER SCHED. 16 SD2 15 SD2 /FLOOR TO FLOOR STRAP PER PLAN, WHERE OCCURS END NAILING ,SOUD SHIM FLOOR FRAMING PER PLAN SOLID BLOCK WITH (4) 16d DOUBLE TOP PLATE PER 7/SD1, WHERE OCCURS -END NAILING —POST PER PLAN/SCHEDULE OR BEAM PER PLAN AT SIM CONDITION FLOOR TO FLOOR STRAP SCHEDULE STRAP REQ'D MIN. POST SIZE MIN. END LENGTH END LENGTH NAIL QUANTITY MSTC40 DBL 2X 11" (14) 16d MSTC52 4X6 V-5" (22) 16d MSTC66 I 6X6 2'-0" (32) 16d (2) MSTC52 6X6 V-5" (22) 16d (2) MSTC66 6X6 2'-0" (32) 16d NOTES: 1. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED. TYP FLOOR -TO -FLOOR ("FTF") STRAP SCHED. 14 NO SCALE I SD2 WALL FRAMING PER PLAN WHERE OCCUR; SHEAR PER PLAN WHERE OCCURS SOLE NAILING PER 8/SD1\ E.1 1 1/4" LSL RIM WITH 16d TO EACH JOIST/BLOCK FLANGE--- PROVIDE LANGEPROVIDE GAP BETWEEN PANELS E.N AS REQ'D. BY MFR., 1/8" MIN. E.N., TYF TOP PLATE PER 7/SD1' SHEAR PER PLAN WHERE OCCURS WALL FRAMING PER PLAN A35 EACH SIDE OF POSTS AND MULTIPLE KING STUDS, TYP FLOOR PLY AND NAILING PER PLAN E.N. PLY AT BLK'G FJ PER PLAN OR BLOCK AT 24" O.C. AT PARALLEL FJ CONDITION. 1 3/4" MIN. BEARING, TYP BLOCK SOLID AT MULTIPLE r STUDS AND HOLD DOWNS A35 CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. (3) 8d T.N. PER FJ/BLOCK TYPICAL FLOOR SPLIT DETAIL NO SCALE 13 SD2 3/4" PLYWOOD RISERS WITH 2X STRINGERS 12" O.C. (2) 16d RINGSHANK NAILS MAX UNSUPPORTED AT EACH STAIR STRINGER SPAN = 7'-6" /2X TREADS ate. 2X4 CONT. WITH (3) AND 16d AT EACH BLOCK /PLYWOOD NAILING PER PLAN E.N. PLY AT BLK'G - i PER PLAN BLOCKING AT EACH STRINGER E.N. FJ PER WITH (4) 8d TOENAIL EACH EN PLAN, TYP PT DF SILL AND "*\2X JOIST AB PER 3/SDI \A35 FNDN PER 6/SD2 CLIP AT 4'-0" O.C. NOTE: SEE DETAILS 16/SD2 AND 20/SD2 FOR ADDITIONAL INFORMATION. TYPICAL STAIR DETAIL 12 NO SCALE '� SD2 3'-0" MIN. PER PLAN, TYP 1 01 6" 6" Vv #4 AT 16" O.C. EA. WA' PROPERLY PREPARED SUBGRADE (PER SOILS REPORT WHERE APPI STEP COUNT v WALL FRAMING PER PLAN PER ARCH NOSEBAR PER PLAN /TYP#4 w EN PER PLAN. SLOPE PER a DIMS PER v ARCH X o TYPICAL STAIR -ON -GRADE DETAILS NO SCALE ALL LAPS DIAMETERS LAP 3'-0" MIN. 6" 6" MIN TYPICAL U.N.O w Ci w TYPICAL CONCRETE STEM/FTG REBAR PLAN 10 NO SCALE SD2 SOLE NAILING PER 8/SD1 3X PT SILL RIPPED TO FIT WITH ANCHOR BOLTS PER 3/SD1 AND 1" MAX DEPTH NOTCH FLOOR PLY AND NAILING PER PLAN FJ PER PLAN , C LB TOP FLANGE HGR METAL FLASHING FOOTING PER 1/SD2 E' FOUNDATION DETAIL NO SCALE FRAMING PER PLAN jWATERPR00FING, FLASHING, AND DRAINAGE BY OTHERS 1/2" ISOLATION JOINT SLAB -ON -GRADE PER PLAN 9 SD2 PROVIDE 6" MIN WIDTH STEM BEYOND PER 7/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED 1/2- ISOLATION JOINT 1 /2" ISOLATION PAVEMENT AND SLOPE JOINT BEYOND ELEV. PER ARCH rik SUBGRADE BY OTHERS IV s: ONCRETE NATURAL SLAB -ON -GRADE PER GRADE UNE--- ° o° PLAN. SLOPE PER ARCH a .I. 12" MIN 1 1/2" (2) LAYERS OF CLR, _ BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS LINE TYP GARAGE DOOR OPENING FNDN DTL 8 NO SCALE TYP EXTERIOR GARAGE WALL FNDN DETAIL NO SCALE BLOCK SOLID AT POSTS MULTIPLE v WALL FRAMING PER PLAN SHEAR PER PLAN SD1 PT DF SILL AND AB PER 3 WHERE OCCURS - / 1/2" ISOLATION JOINT PER PLAN SLAB -ON -GRADE SOLE NAILING PER 7/SD1 EN PER PLAN. SLOPE PER SOLE NAILING PER 7/SDI /CONCRETE ARCH _POST BASE PER PLAN, 6" MIN ELEV. PER ARCH � SLOPE GRADE 8" MIN II AWAY FROM FNDN O.C. WITH (4) 8d 1 #4 AT 24" OC VERT, 4 I_..r_rI .__ o o° AT 18" OC HORIZ, WHERE '� STEM WALL HEIGHT > 12" MIN . > _ 8» #4 CONT TOP AND BOTT 3" CLR, TYP ,�12 SPREAD FOOTING PER CLIP AT 4'-0" O.C. PLAN WHERE OCCURS TYP EXTERIOR GARAGE WALL FNDN DETAIL NO SCALE BLOCK SOLID AT POSTS MULTIPLE ALL FRAMING PER PLAN STUDS AND HOLDOWNS-vc PT DF SILL AND—SHEAR PER PLAN AB PER 3/SDI SOLE NAILING PER 7/SD1 PLYWOOD AND EN SOLE NAILING PER 7/SDI PLYWOOD AND _POST BASE PER PLAN, NAILING PER PLAN E.N. BLOCKING AT 2'-0" I PLAN LAP 6" ON O.C. WITH (4) 8d 1 E.N. \j TOENAIL EACH END]k F FJ PER GIRDER PER PLAN WITH BC POST CAP AT POSTS PLAN, TYP 18" MIN. 2X JOIST 18" MIN. \A35 #4 AT 24" O.C. VERT, _ CLIP AT 4'-0" O.C. 6" MIN. TT a a 77 #4 AT 24" O.C. VERT, -- 4" 75% STRENGTH #4 AT 18" O.C. HOR, -I a `V WHERE STEMWALL 8'-0" MIN. HEIGHT > V-6" 8" 3" CLR. - -- 12" #4 CONT. TOP AND BOT. TYPICAL FOUNDATION SPREAD FOOTING PER NO SCALE PLAN WHERE OCCURS TYPICAL INTERIOR FOUNDATION DETAIL NO SCALE SHEAR PER PLAN ALL FRAMING PER PLAN WHERE OCCURS BLOCK SOLID AT HD'S, COLUMN PER PLAN, WHERE POSTS, AND MULTIPLE STUD SOLE NAILING PER 7/SD1 PLYWOOD AND EN NAILING PER PLAN _POST BASE PER PLAN, PT DF SILL AND FLOOR JOISTS PER AB PER 3/SD1 I PLAN LAP 6" ON + I CENTERLINE OF GIRDER Q WITH (4) 16d CLINCHED GIRDER PER PLAN WITH BC POST CAP AT POSTS 2X BLOCK 18" MIN. A35 CLIP SPACING PER SWS, OTHERWISE 4'-0" O.C. 6" MIN. DURING BACKFILLING #4 AT 24" O.C. VERT, _ AND COMPACTION AND j' #4 AT 18" O.C. HOR, -I a a 77 WHERE STEMWALL 4" 75% STRENGTH HEIGHT > V-6" 8" 3" CLR. 8'-0" MIN. 12" #4 CONT. TOP AND BOT. = SPREAD FOOTING PER 'COMPACTED PLAN WHERE OCCURS TYPICAL FOUNDATION DETAIL 5 NO SCALE WATERPROOFING3^ SD2 24" X 18" UNDER FLOOR FNDN PER DO NOT LOCATE ACCESS 6X6 DF#2 AT OPENING WITH LUS HGR FJ PER PLAN, 3 1 OFFSET BEND! TYP. BARS TO MATCH CONT. REINF. V-6" 5'-0" V -6 - TYPICAL UNDER FLOOR ACCESS DETAIL 2'-6", TYP. rn aa� NO SCALE SD2 LAP VERTICAL BARS 2'-0" WHERE BARS ALIGN WITH SLAB REINF., LAP COLUMN PER PLAN, WHERE VERTICAL BARS 3'L6" 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 z AT MID -DEPTH OF SLAB ROUGHEN SURFACE Q 1/4" AMPLITUDE GIRDER PER PLAN WITH BC POST CAP AT POSTS X Q SHORING BY OTHERS CLEAN, PROPERLY DURING BACKFILLING COMPACTED GRAVEL -SAND AND COMPACTION AND j' BACKFILL BY OTHERS, TYP UNTIL SLAB REACHES i4 4" 4" 75% STRENGTH fc'= 2.5 KSI #4 AT 12" O.C. 8'-0" MIN. f - 60 KSI HORIZ., #4 AT = 24" O.C. VERT. 'COMPACTED (2) #4 FINISH GRADE 3 CONT. BOTT. _ WATERPROOFING3^ 3" MIN AND DRAINAGE BY OTHERS, TYP 12" --SPREAD FOOTING PER TAIL PLAN WHERE OCCURS 12" oq, 3" CLR, TYP V-3" NOTES: ° 1.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 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. 5.) SLAB SLOPE AND ELEVATION AS REQUIRED PER ARCH (2'-9" 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 SLAI NO SCALE FLOOR PLY AND OOR JOISTS PER PLAN LAP NAILING PER PLAN 6" ON CENTERLINE OF GIRDER SOLID BLOCK WITH (4) 16d CLINCHED QRovESSI0N9 K B l -k -C,) P F "'�No. 75688 cl-* 6/ 0/16 J� CIV1\- gTF0 CAI\F0� 5/04/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS p- 383 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Uj U Z� W Q Q9 =U W z + cc. 0 G Q Q Q DC GIRDER PER PLAN WITH BC POST CAP AT POSTS Q = Q U NO 7w PLAN WHERE OCCURS TYPICAL FOUNDATION DETAIL 1 SD2 NO SCALE SD2 + +I + + GIRDER PER PLAN WITH BC POST CAP AT POSTS 3) 8d TOENAILS PER FJ Q 4X6 POST WITH (4) 16d TOENAILS TO PIER ----.z W z 0 Q "WETSET" PRECAST CONC. PIER, ° °D OR CONCRETE FILLED CMU BLOCK an a OD n/ III I -IN N3. 3" CLR. PER PLAN U D re TYPICAL INTERIOR FOUNDATION DETAIL 2 NO SCALE LSD2J (� V / ALL FRAMING PER PLAN V PT DF SILL AND AB PER 3/SD1 --SHEAR PER PLAN PLYWOOD AND NAILING PER PLAN SOLE NAILING PER 8/SD1 FLOOR JOIST PER PLAN EITHER E.N. DIRECTION. SOLID BLOCK AT 2'-0" O.C. AT PARALLEL CONDITION ONT. 2X RIM GIRDER PER PLAN WHERE OCCURS BLOCK SOLID AT POSTS N MULTIPLE STUDS AND HOLDOWNS REVISIONS: GH GIRDER HANGER AS REQ' 8" MIN. 18" MIN. SLOPE FINISHED ----_._ _GRADE AWAY 12" MIN. 6" MIN. AT (1) STORY, 8" FROM FOUNDATION MIN. AT (2) STORY, U.N.O. #4 AT 24" O.C. VERT, >- #4 AT 18" O.C. HOR, - I N DATE: 5/04/16 WHERE STEMWALL HEIGHT > V-6" . " � v SCALE: NTS i it a 3" CLR.r DRAWN BY: RKB 12" 1 STORY #4 CONT. TOP AND BOTT. I \� JOB NUMBER: 16-186 15" (2) STORY SPREAD FOOTING PER SHEET: PLAN WHERE OCCURS TYPICAL FOUNDATION DETAIL 1 SD2 NO SCALE SD2 SOLE PLATE FASTENING PER SHEAR WALL SCHED. TOP PLATE II PER 7/SD1 11 J --Tr -IT- -- WALL FRAMING PER PLAN, I z� PROVIDE GAP BETWEEN 1.1 I.I TYP WHERE OCCURS_- SHEAR WALL SCHEDULE, PANELS AS REQ'D. CORNER WHERE OCCURS-,, I �, WALL SCHED. WITH (3) 16d W PLATE (5) 16d NAILSTOP i I 11 FTF" STRAP TRUSS BY PER 7/SD1 LAPPED CORNERS, TYP i PER 14 WERE FLOOR PLY AND _ ar- I I HUS28 HGR, CCURS U.N.O. BLOCK AS REQ'D. ZNAILING PER PLAN 1111 THAN 6'-0" WITH CONN. PER 13/SD2z--*, YP. AT ALL EDGES, TYP.__ I I I I j COMPRESSION { POST AS REQ'D TOP PLATE PER 7/SD1 EMBED AT 8" O.C. E.N. SHEAR PLY PER HD SCHED. 2X6 BRACE UJI — PER SHEAR 4'-0" O.C. WITH IT 1 16" MAX STUD SECOND LEVEL WHERE (5) 16d NAILS SPACING 1°� A.B. SIZE AND EACH END °I 1 1/4" LSL BLOCK i + + FLOOR JOISTS PER USE 3X STUD AT SCHED. OCCURS PER PLAN 1111 ABUTTING PANEL I SOLE PLATE 11I EDGES WHERE I H.D. CLIP AND SPACING PER SHEAR i FASTENING PER II 11 REQ'D PER SHEAR I PLAN LAP 6" ON SHEAR ENTIRE WALL PER SWS TYPE "6"_L WALL FRAMING PER PLAN SHEAR WALL SCHED. 1,) WALL SCHEDULE— II 11 SCHED` II I T II I I'I TT i� i ii II II Ll WALL SCHED, 8d TOENAIL AT i i SLEEPER, CENTERLINE OF WALL SILL PLATE COUPLER NUT SIZE PER SCHED. AS REQUIRED 12" FOUNDATION PER PLAN MAX. CORNER WHERE OCCURS TYPICAL 2 -STORY SHEAR WALL ELEVATION 1s NO SCALE SD3 6" O.C. OTHERWISE + I' + WITH (4) 16d CLINCHED. STRAP PER CONNECT TO TOP * T T T (2) 10d AT 12" O.C. COMPRESSION POST AS PLAN PLATE WITH (2) 8d PER REQ'D PER STRAP SCHED. - JOIST TOP PLATE PER TOP PLATE 7/SD1 OR BEAM PER 7/S01 N•, TYP TOP PLATE PER 7/SD1 PER PLAN WHERE 2X SLEEPER WALL FRAMING 1EA OR —LUS HGR 2X6 DF#2 AT PER PLAN, TYF SOLE PLATE FASTENING PER SHEAR WALL SCHED. TOP PLATE II PER 7/SD1 11 J NOTCH SHALL NOT EXTEND INTO MIDDLE THIRD OF BEAM CLR. SPAN-, -1 /4" CLEAR TO ROOF PLY MIN. H 1 A34 CLIP E.S. to (2) MSTA49 STRAPS AT BEAM PER PLAN H>16", 1" MIN. OTHERWISE EAM PER PLAN (2) LSTA36 (2) MSTA49 STRAPS - --POST PER PLAN STRAPS AT LJ H>16", OTHERWISE (2) LSTA36 H TAPER CUT BEAM STRAPS A34 CLIP E.S. a X < \---BEAM PER PLAN, WHERE OCCURS V) z L— N STUD WALL PER PLAN TYPICAL POST TO BEAM DETAIL 14 NO SCALE NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. SHEAR PER PLAN - WALL FRAMING PER PLAN E.N. A34 EA. SIDE - 2X6 LEDGER WITH (3) 16d TRUSS BY OTHERS AT 16" O.C. El HUS—TF HGR AT GIRDER TRUSSES, OTHERWISE LB TOP FLANGE HANGER CONT. 2X8 LEDGER WITH (3) 1/4" DIA. SDS SCREWS WITH 2 1/2" EMBED IN BEAM AT 16" O.C. AND AT EACH SIDE OF EACH GIRDER TRUSS— TYPICAL DETAIL NO SCALE SD3 \WALL FRAMING PER PLAN, TYP TYPICAL FLOOR SPLIT DETAIL NO SCALE NOTE: WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. WALL FRAMING PER PLAN ----SHEAR PER PLAN 16d AT 8" O.C. E.N. 12 SD3 --Tr -IT- -- I I z� PROVIDE GAP BETWEEN 1.1 I.I F.N. PER SHEAR SHEAR WALL SCHEDULE, PANELS AS REQ'D. II II WALL SCHED. WITH (3) 16d W BY MFR., 1/8" MIN. pi i 1 i I 11 FTF" STRAP TRUSS BY (( i1 I I 1 {�E.N. PER SHEAR WALL SCHED. PER 14 WERE D2 _ ar- I I HUS28 HGR, CCURS U.N.O. BLOCK AS REQ'D. 1°1 I 1 1 1111 THAN 6'-0" WITH CONN. PER 13/SD2z--*, YP. AT ALL EDGES, TYP.__ I I I I j COMPRESSION { POST AS REQ'D TOP PLATE PER 7/SD1 EMBED AT 8" O.C. — SHEAR PLY PER HD SCHED. 2X6 BRACE UJI — PER SHEAR 4'-0" O.C. WITH IT 1 16" MAX STUD WALL SCHED.\` (5) 16d NAILS SPACING 1°� A.B. SIZE AND EACH END °I 1 II II I SPACING PER WITH (3) 16d AS REQ'D. BY MFR., 1/8" MIN. USE 3X STUD AT SCHED. 1111 ABUTTING PANEL I SOLE PLATE 11I EDGES WHERE I H.D. T&B, (3) 12d T.N. EA. END DBL TOP PLATE FASTENING PER II 11 REQ'D PER SHEAR I I PER SHEAR ENTIRE WALL PER SWS TYPE "6"_L WALL FRAMING PER PLAN SHEAR WALL SCHED. 1,) WALL SCHEDULE— II 11 SCHED` II I T II I I'I TT i� i ii II II Ll II II II II SLEEPER, SILL PLATE COUPLER NUT SIZE PER SCHED. AS REQUIRED 12" FOUNDATION PER PLAN MAX. CORNER WHERE OCCURS TYPICAL 2 -STORY SHEAR WALL ELEVATION 1s NO SCALE SD3 NOTCH SHALL NOT EXTEND INTO MIDDLE THIRD OF BEAM CLR. SPAN-, -1 /4" CLEAR TO ROOF PLY MIN. H 1 A34 CLIP E.S. to (2) MSTA49 STRAPS AT BEAM PER PLAN H>16", 1" MIN. OTHERWISE EAM PER PLAN (2) LSTA36 (2) MSTA49 STRAPS - --POST PER PLAN STRAPS AT LJ H>16", OTHERWISE (2) LSTA36 H TAPER CUT BEAM STRAPS A34 CLIP E.S. a X < \---BEAM PER PLAN, WHERE OCCURS V) z L— N STUD WALL PER PLAN TYPICAL POST TO BEAM DETAIL 14 NO SCALE NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. SHEAR PER PLAN - WALL FRAMING PER PLAN E.N. A34 EA. SIDE - 2X6 LEDGER WITH (3) 16d TRUSS BY OTHERS AT 16" O.C. El HUS—TF HGR AT GIRDER TRUSSES, OTHERWISE LB TOP FLANGE HANGER CONT. 2X8 LEDGER WITH (3) 1/4" DIA. SDS SCREWS WITH 2 1/2" EMBED IN BEAM AT 16" O.C. AND AT EACH SIDE OF EACH GIRDER TRUSS— TYPICAL DETAIL NO SCALE SD3 \WALL FRAMING PER PLAN, TYP TYPICAL FLOOR SPLIT DETAIL NO SCALE NOTE: WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. WALL FRAMING PER PLAN ----SHEAR PER PLAN 16d AT 8" O.C. E.N. 12 SD3 TYPICAL TRUSS DETAIL 11 NO SCALE LSD NOTES: 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. 2.) PREDRILL SDS SCREW HOLES WITH 5/32" BIT AS REQ'D TO PREVENT SPLITTING. 3.) PROVIDE SOLID SHIM AT INSIDE FACE OF BEAM WHERE REQUIRED. WALL FRAMING PERP. TRUSS BY OTHERS, TYP— EAVE CONN. /PER 1/SD3 POST PER PLAN DRAG TRUSS PER PLAN\ DRAG STRUT CONNECTOR PER PLAN TYPICAL DRAG STRUT CONNECTOR DETAIL NO SCALE MSTA24 STRAP AT SPLICES, U.N 0 0 0 0 SIMPSON COLUMN CAP PER PLAN o TYPICAL BEAM DETAIL SPLICE AS OCCURS POST PER PLAN PER PLAN BOTTOM CHORD OF TRUSS BY OTHERS, NON—BEARING WALL SIMPSON STC CUP AT EACH TRUSS •_--1/2" GAP WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS -7 1/2" GAPS TRUSS BY OTHERS, TYP NON—BEARING WALL \2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS NOTE: SEE DETAIL 15/SD2 FOR TYPICAL NON—BEARING WALL AT SECOND FLOOR. TYPICAL NON-BEARING WALL AT ROOF NO SCALE ROOF PLY AND NAILING PER PLAN 1'-0" MAX '-0" 3) 16d TOENAILS N. FASCIA BY OTHERS E.N. 2X4 FLAT OUTLOOKER AT NOTE: A34 EA. SIDE SOLID BLOCK ROOF PLY AND z� NAILING PER PLAN SOLE FASTENING PER TOP CHORD TOr�RD SHEAR WALL SCHEDULE, 12d AT 8" O.C. OTHERWISE 2X6 LEDGER SEATOUTLOOKER WITH (3) 16d W AT 16" O.C. FLOOR PLY AND OG NAILING PER PLAN TRUSS BY EAVE CONN. PER OTHERS E.N. PLY AT BLK'G AT TO FJ PER PLAN OR BLOCK _ ar- AT 24" O.C. AT E.N. HUS28 HGR, PARALLEL FJ CONDITION. U.N.O. 1 3/4" MIN. BE TRUSS WITH (2) 16d THAN 6'-0" WITH CONN. PER 13/SD2z--*, CONT. 2X8 LEDGER WITH (2) 1/4" DIA. SDS SCREWS WITH 2 1/2" TOP PLATE PER 7/SD1 EMBED AT 8" O.C. WALL FRAMING PER PLAN 2X6 BRACE UJI SHEAR PER PLAN TYPICAL TRUSS DETAIL 11 NO SCALE LSD NOTES: 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. 2.) PREDRILL SDS SCREW HOLES WITH 5/32" BIT AS REQ'D TO PREVENT SPLITTING. 3.) PROVIDE SOLID SHIM AT INSIDE FACE OF BEAM WHERE REQUIRED. WALL FRAMING PERP. TRUSS BY OTHERS, TYP— EAVE CONN. /PER 1/SD3 POST PER PLAN DRAG TRUSS PER PLAN\ DRAG STRUT CONNECTOR PER PLAN TYPICAL DRAG STRUT CONNECTOR DETAIL NO SCALE MSTA24 STRAP AT SPLICES, U.N 0 0 0 0 SIMPSON COLUMN CAP PER PLAN o TYPICAL BEAM DETAIL SPLICE AS OCCURS POST PER PLAN PER PLAN BOTTOM CHORD OF TRUSS BY OTHERS, NON—BEARING WALL SIMPSON STC CUP AT EACH TRUSS •_--1/2" GAP WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS -7 1/2" GAPS TRUSS BY OTHERS, TYP NON—BEARING WALL \2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS NOTE: SEE DETAIL 15/SD2 FOR TYPICAL NON—BEARING WALL AT SECOND FLOOR. TYPICAL NON-BEARING WALL AT ROOF NO SCALE ROOF PLY AND NAILING PER PLAN 1'-0" MAX '-0" 3) 16d TOENAILS N. FASCIA BY OTHERS E.N. 2X4 FLAT OUTLOOKER AT NOTE: NAILING PER PLAN 24" O.C., NOTCH NTS z� CONTRACTOR SHALL VERIFY NOTCH WQ TOP CHORD TOr�RD ROOF PLY DEPTH AND LOCATION WITH TRUSS SEATOUTLOOKER =U W MFR. PRIOR TO CUTTING.GABLE OG Q} � Q _ Q� EAVE CONN. PER C)D END TRUSS BY OTHERSBRACES AT TO _ ar- U� LONGER SHEAR ENTIRE WALL TRUSS WITH (2) 16d THAN 6'-0" WITH PER SWS TYPE "6" TYP 16d AT 12" O.C. 2X4 WITH 2X6 BRACE UJI A35 CLIP PER SHEAR WALL 4'-0" O.C. WITH IT SCHEDULE, OTHERWISE (5) 16d NAILS 4'-0" O.C., TYP. EACH END PROVIDE GAP BETWEEN PANELS WITH (3) 16d AS REQ'D. BY MFR., 1/8" MIN. MIN PER BLOCK----__. + L 2X BLOCKING AT 4'-0" O.C., E.N., TYP T&B, (3) 12d T.N. EA. END DBL TOP PLATE Q PER 7/SD1 3) 16d T.N. EA BLOCK SHEAR ENTIRE WALL PER SWS TYPE "6"_L WALL FRAMING PER PLAN TYPICAL GABLE END TRUSS DETAIL 3 NO SCALE SD3 NO SCALE PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. ROOF PLY AND NAILING PER PLAN-- 0 LAN QRpFESS/ONq K. lF� �No. 75688' * 6/ 0/16 J� Divi\- q�FOF CALF 5/04/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS lug 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W NAILING PER PLAN U NTS z� RKB WQ (3) 16d ROOF PLY =U W OG Q} � Q _ Q� EAVE CONN. PER C)D << AND NAILING _ ar- U� NO PER PLAN —SHEAR PER PLAN AT 3" WIDE STRAP 7. AND SINGLE—PLY DRAG TRUSS, OR E.N. AT OFFSET DRAG J 16d AT 8" O.C. / TRUSS ADD 2X4 2X4 OVERFRAMING r DF#2 X 10' LENGTH, DRAG TRUSS AT 24" O.C. A34 EA. SIDE OR 2X4 DF#2 PER PLAN PERP. TRUSS SOLID BLOCK ROOF PLY AND BLOCKS FOR 10' BY OTHERS, TYP - SOLE FASTENING PER SHEAR WALL SCHEDULE, 12d AT 8" O.C. OTHERWISE BEAM PER PLAN' LTP4 CUP AT 2'-6" O.C., E.S.----- TOP PLATE PER 7/SD1 WALL FRAMING PER PLAN TYPICAL TRUSS DETAIL NO SCALE PER PLAN, TYP \CONT. 2X6 LEDGER WITH (2) 1/4" WHERE OCCURS DIA. SDS SCREWS WITH 2 1/2" EMBED AT 16" O.C. -SHEAR PER PLAN 10 SD3 E.N. ROOF PLY AND NAILING PER PLAN WITH 16d AT 7" O.C. TRUSS BY —SOLID BLOCK OTHERS, TYP 6d AT 8" O.C. 4 DRAG TRUSS BY OTHERS SOLE FASTENING PER 2X6 BRACE AT SHEAR WALL SCHEDULE, 4'-0" W/ (4) 12d AT 8" O.C. OTHERWISE 16d NAILS EACH END FLOOR FRAMING PER PLAN a -E.N. 2X BLOCK WITH 1 E.N. PLY AT BLK'G 16d AT 7" O.C. 1 FLOOR JOIST PER PLAN IN HANGER PER PLAN/SCHED. OR FULL \Fr7 : 7 X. N DEPTH BLOCKING AT (3) 16d TOENAILS, TYP " 2'-0" O.C. AT 16d AT 7 O.C. 2X BLOCKING AT 4'-0" O.C., PARALLEL JOIST E.N. T&B, TYP WITH (4) 16d T.N. TOP PLATE PER 7/SD1EA. END TYPICAL DRAG TRUSS DETAIL NO SCALE ROOF PLY AND NAILING PER PI '-0" MAX N 2'-0" \t/(3) 16d TOENAILS 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAMING DETAIL NO SCALE FASCIA BY OTHERS r E.N. 2X6 FLAT TRUSS BY OTHERS, TYP (3) 8d TOENAILS OUTLOOKER AT NOTE: 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCH TOP CHORD AND PLY ROOF DEPTH AND LOCATION WITH TRUSS TO SEAT OUTLOOKER NAILINGLPERNPLAN MFR. PRIOR TO CUTTING. 2X BLOCKING AT 2'-0" O.C. RBC CLIP PER SHEAR WITH (3) 12d T.N. EA. END WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. SHEAR ENTIRE WALL CONT 2X PLATE WITH 16d AT PER SWS TYPE "6" 7" O.C. AND AT EACH BLOCK E.N\ WALL FRAMING PER PLAN SOLID BLOCKING H2.5T EA. TRUSS SOLE NAILING FLOOR PLY AND AND (2) AT PER 8/SD1 NAILING PER PLAN MULTI—PLY TRUSSES E.N. E.N. PROVIDE GAP BETWEEN PANELS FASCIA BY OTHERS TOP PLATE PER 7/SD1 AS REQ'D. BY MFR., 1/8" MIN. r1(3) 8d TOENAILS �� L SHEAR PER PLAN BEAM PER PLAN, WHERE OCCURS E.N. 2X BLOCKING AT 2'-0" O.C. WITH (3) 12d T.N. EA. END DBL TOP CONDITION PER 7/SD1�! SCHEDULE, \A35 CUP OTHERWISEWALL ALL FRAMING PER PLAN WALL FRAMING SHEAR PER PLAN 4'-0" O.C., TYP. =AM PER PLAN PER PLAN SHEAR PER PLAN - WALL FRAMING PER PLAN NOTE: TRUSS—TO—TRUSS CONNECTIONS PER TRUSS MANUFACTURER. 13 TYPICAL DRAG TRUSS DETAIL 9 TYPICAL GABLE END TRUSS DETAIL 5 TYPICAL EAVE DETAIL SD3 NO SCALE SD3 NO SCALE SD3 NO SCALE l �J SD3 J U ROOF TRUSSES BY OTHERS REVISIONS: DATE: NAILING PER PLAN LENGTH TO BOTTOM NTS DRAWN BY: RKB JOB NUMBER: (3) 16d ROOF PLY CHORD OF DRAG EAVE CONN. PER TOENAILS, AND NAILING TRUSS WITH (2) 16d 1/SD3, TYP TYP PER PLAN 2X4 WITH UJI `2X6 LEDGER AT 12" O.C., (4) WITH (3) 16d TRUSS BY MIN PER BLOCK----__. + E.N. PLY AT AT 12AILS Q AT 16 O.C. OTHERS SLEEPER, O.C., TYP FLOOR PLY WITH TYP - STRAP PER . T . * T T T (2) 10d AT 12" O.C. PLAN TOP PLATE PER 7/SD1 OR BEAM N•, TYP _ _ _ PER PLAN WHERE 2X SLEEPER OCCURS 1EA OR —LUS HGR 2X6 DF#2 AT NA LSAT TRUSS 24" O.C. RAFTER OR TRUSS PLAN, TYP 1/2 STRAP LENGTH POST PER PLAN WALL FRAMING -'lr PER PLAN, TYP \CONT. 2X6 LEDGER WITH (2) 1/4" WHERE OCCURS DIA. SDS SCREWS WITH 2 1/2" EMBED AT 16" O.C. -SHEAR PER PLAN 10 SD3 E.N. ROOF PLY AND NAILING PER PLAN WITH 16d AT 7" O.C. TRUSS BY —SOLID BLOCK OTHERS, TYP 6d AT 8" O.C. 4 DRAG TRUSS BY OTHERS SOLE FASTENING PER 2X6 BRACE AT SHEAR WALL SCHEDULE, 4'-0" W/ (4) 12d AT 8" O.C. OTHERWISE 16d NAILS EACH END FLOOR FRAMING PER PLAN a -E.N. 2X BLOCK WITH 1 E.N. PLY AT BLK'G 16d AT 7" O.C. 1 FLOOR JOIST PER PLAN IN HANGER PER PLAN/SCHED. OR FULL \Fr7 : 7 X. N DEPTH BLOCKING AT (3) 16d TOENAILS, TYP " 2'-0" O.C. AT 16d AT 7 O.C. 2X BLOCKING AT 4'-0" O.C., PARALLEL JOIST E.N. T&B, TYP WITH (4) 16d T.N. TOP PLATE PER 7/SD1EA. END TYPICAL DRAG TRUSS DETAIL NO SCALE ROOF PLY AND NAILING PER PI '-0" MAX N 2'-0" \t/(3) 16d TOENAILS 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAMING DETAIL NO SCALE FASCIA BY OTHERS r E.N. 2X6 FLAT TRUSS BY OTHERS, TYP (3) 8d TOENAILS OUTLOOKER AT NOTE: 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCH TOP CHORD AND PLY ROOF DEPTH AND LOCATION WITH TRUSS TO SEAT OUTLOOKER NAILINGLPERNPLAN MFR. PRIOR TO CUTTING. 2X BLOCKING AT 2'-0" O.C. RBC CLIP PER SHEAR WITH (3) 12d T.N. EA. END WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. SHEAR ENTIRE WALL CONT 2X PLATE WITH 16d AT PER SWS TYPE "6" 7" O.C. AND AT EACH BLOCK E.N\ WALL FRAMING PER PLAN SOLID BLOCKING H2.5T EA. TRUSS SOLE NAILING FLOOR PLY AND AND (2) AT PER 8/SD1 NAILING PER PLAN MULTI—PLY TRUSSES E.N. E.N. PROVIDE GAP BETWEEN PANELS FASCIA BY OTHERS TOP PLATE PER 7/SD1 AS REQ'D. BY MFR., 1/8" MIN. r1(3) 8d TOENAILS �� L SHEAR PER PLAN BEAM PER PLAN, WHERE OCCURS E.N. 2X BLOCKING AT 2'-0" O.C. WITH (3) 12d T.N. EA. END DBL TOP CONDITION PER 7/SD1�! SCHEDULE, \A35 CUP OTHERWISEWALL ALL FRAMING PER PLAN WALL FRAMING SHEAR PER PLAN 4'-0" O.C., TYP. =AM PER PLAN PER PLAN SHEAR PER PLAN - WALL FRAMING PER PLAN NOTE: TRUSS—TO—TRUSS CONNECTIONS PER TRUSS MANUFACTURER. 13 TYPICAL DRAG TRUSS DETAIL 9 TYPICAL GABLE END TRUSS DETAIL 5 TYPICAL EAVE DETAIL SD3 NO SCALE SD3 NO SCALE SD3 NO SCALE l �J SD3 J U ROOF TRUSSES BY OTHERS REVISIONS: DATE: 5/04/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-186 SHEET: � SD3