Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B16-2908 042-340-130
FIRE-RE515TANT CONSTRUCTION: 1.) THE GARAGE AND/OR CARPORT SHALL BE SEPARATED AS REQUIRED BY TAALE R302.6. OPENINGS IN GARAGE WALL5 SHALL COMPLY WITH SECTION R302.5.1 THROUGH R302.5.8. A. FROM THE RAGE AND/ORTTICS: NOT LESSRTHANL'1: A. FROM THE RESIDENCE < ATTICS: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. B. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LESS THAN 5/15 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. G. 5TRUGTURE(5) 51,PPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUAL D. GARAGES LOCATED LESS THAN 5 FEET FROM A DWELLING UNIT ON THE SAME LOT: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO TH6 INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. 2.) UNDER -STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS ?HALL HAVE WALL5, UNDER-5TAIR SURFACE 4 ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH GYPSUM BOARD. R302.1 3.) FIREBLOGKIN&. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL 4 HORIZONTAL) 4 TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,4 BETWEEN A TOP STOtt Yt THE ROOF SPACE. FIREBLOGKINb SHALL eE_PROVIDEDINI^_IOOD-_FJRA2'lE C.ONSLR1GS10N1NTJ P0I.LOWIN6 LOCATIONS R502.11: A. CONGEALED SPACES OF STUD WALL5 A PARTITIONS, INCLUDING FURRED SPACES 4 PARALLEL ROY45 OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1) VERTICALLY AT THE CEILING 4 FLOOR LEVELS. 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. B. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL t HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS t COVE GEILIN&5. G. CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION RSO?1- D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES 4 WIRES AT CEILING 4 FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME e PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SINALL NOT BE REOUIRED TO MEET THE A57M E 13(5 REQUIREMENTS. E. FOR THE FIREBLOCKING OF CHIMNEYS 4 FIREPLACES, SEE SECTION R 1005.19 LIGHT VENTILATION -_4-1-I =ATI_N(S: LIGHT -A MENTILATION R909: 1.) ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN S PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. 2.) ADJOININGROOMS: FOR THE PURPOSE OF DETERMINING LIGHT 4 VENTILATION REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL IS OPEN 4 UNOBSTRUCTED 4 PROVIDES AN OPENING OF NOT LESS THAN ONE-TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. R905.2 5.) BATHROOMS: BATHROOMS, WATER CLOSET COMPARTMENTS 4 OTHER Bihilar ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST Be OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT Be REQUIRED WHERE ARTIFICIAL LIGHT 4 LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES SHALL Be 50 CUBIC, FEET PER MINUTE INTERMITTENT OR 20 CUBIC FEET PER MINUTE CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MEOHANIGAL CODE, CHAPTER 4. HEATING: 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF b 5 AT A POINT 9 FEET ABO -/E THE FLOOR 4 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. R90SA CEILING HEIGHTS: HABITABLE SPACE_ HALLWAYS BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS 4 PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 1 FEET. 8305 EXCEPTIONS: 1.) FOR ROOMS WITH SLOPED CEILINGS, AT LEAST 50 PERCENT OF THE REQUIRED FLOOR AREA OF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST 1 FEET 4 NO PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LEES THAN 5 FEET. 2.) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF IS FEET B INCHES AY THE CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SHOWN IN FIGURE•` R901. 1. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. A 5HOWER OR TUB EOUIPPED WITH A SHOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FEET b INCHES ABOVE A MINIMUM AREA 30 INCHES BY 30 INCHES AT THE 5HOWERHEAD. EMERGENCY E50APE 4_RE5CUE: SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE 4 RESCUE OPENING. IRS 1 O. THEY SHALL HAVE A 51LL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR 4 SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. MINIMUM OPENING HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. MINIMUMOP�NINS.INIDTH_: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. EORE55: 1.) AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. R91 1 THE EGRESS DOOR SHALL BE SIDE -HINGED, 4 SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES WHEN MEASURED BETWEEN THE FACE OF THE DOOR 4 THE STOP, WITH THE DOOR OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHAL.L NOT BE LESS THAN 18 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THREEFOLD TO THE BOTTOM OF THE STOP, 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 96 INCHES MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 114 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). 9.) STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT 4 BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY 4 THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT t BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS 4 LANDINGS, SHALL NOT BE LESS THAN 51 1/2 INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE t 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. FIRE 5PRINKLER 5Y5TEM: 1 J AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. IRS EXCEPTION: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT PE REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARt NOT ALREADY PROVIDED WITH AN AUTOMATIC, RESIDENTIAL SPRINKLER SYSTEM. 8315.2 SH WHERE INSTALLED RESIDENTIAL FIRE SPRINKLER SYSTEMS OR PORTIONS THE REOIE SHALL BE IN AGGORDANGE WITH NEPA 1 9D OR SECTION 891 S. SMOKE$LARK45_ 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS 8314: A. IN EACH SLEEPING ROOM. R314.5. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. R514.5 2. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. R314.5 5.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE 4 5HAI.L BE EQUIPPED WITH A BATTERY BACKUP. R3 14.4 EXCEPTIONS: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED IN EXISTING BUILDINGS WHERE NO CONSTRUCTION IS TAKING PLACE. CARBON MONOXID05 Al_ARM5_ 1.) FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL ESE INSTALLED IN DWELLING UNITS 41N SLEEPING UNITS WITHIN WHICH FUEL -BURNING APPLIANCES ARE INSTALLED 41N DWELLING UNITS THAT HAVE ATTACHED GARAGES. 8315. 2.) CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS 8915.1 4 RS 15.2 SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: A. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S). B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. I�I � IIS Ir�j lip, Em NOTE: HOLD TOP OF WINDOWS AT 6-8". UNLESS NOTED OTHERWISE BUTTE COUNTY OCT 07 2016 DEWLOPMENT SERVICES B)00b':�; 1 bl L-6.0' Z � 0 ry m ALT.�LEGT�SERU10Ea 200 AMP SERVICE 96.70 DOOR/WINDOW. NOT • B.R. OR CLOSET. NO VENT RAN IOV, 5'N. 48'H MIN -15' MAX _CONFIRM LOCATION• Q HIS TERMINATE OUT51:. y TERMINATE OUTSIDE SAQ OF THE BUILDING W/ BACK -DRAFT [-.1 2.0' 3 DAMPERS. (20) 1 bd EACH 51DE OF EACH TOP PLATE SPLICE THI5 LINE Roof Ano rRo Pe BARRBR PROM Ve«IC RpAM se WINDOW LABEL5 2868. FG FIXED GLASS PROVIDE 4' MIN. EXHAUST DUCT 1 O'-1 OF SH SINGLE HUNG DH DOUBLE HUNG .IETTEDTY135: 56 SINGLE CASEMENT DG DOUBLE CASEMENT TG TRIPLE CASEMENT LS LEFT SLIDING•• RS RIGHT SLIDING•• T5 TRIPLE SLIDING,'' AW SINGLE AWNING DOUBLE AWNING TA FA W TRIPLE ANINE' W HO HOPPER FH DOUBLE HOPPER TH TRIPLE HOPPER LV LOUVERED PT PASS THRU - NO 45LA55 fV 'NOTE WINDOWS ARE AS VIEWED FROM INSIDE LOOKING OUTWARD. NOTE: HOLD TOP OF WINDOWS AT 6-8". UNLESS NOTED OTHERWISE BUTTE COUNTY OCT 07 2016 DEWLOPMENT SERVICES B)00b':�; 1 bl L-6.0' Z � 0 ry m ALT.�LEGT�SERU10Ea 200 AMP SERVICE 96.70 DOOR/WINDOW. NOT • B.R. OR CLOSET. NO VENT RAN IOV, 5'N. 48'H MIN -15' MAX _CONFIRM LOCATION• Q HIS TERMINATE OUT51:. y TERMINATE OUTSIDE SAQ OF THE BUILDING W/ BACK -DRAFT [-.1 2.0' 3 DAMPERS. (20) 1 bd EACH 51DE OF EACH TOP PLATE SPLICE THI5 LINE &RADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. SILL HEIGHT: MAX 44' ABOVE FLOOR MIN.OPENING HEIOHI: 24. MIN ORENINGYVID_TH: 20' MASTER BEDROOM WOOD OR RESILIENT FLOOR SEE ENVIRONMENTAL NOTES 10-12. APPLIANCES IN ATTIC SHALL HAVE A PASSAGEWAY NOT LESS THAN 24' WIDE. ALSO PROVIDE AT LEAST A SO' X 50'x 50' HIGH WORKING SURFACE IN FRONT OF THE SERVICE SIDE OF THE APPLIANCE 6"X6" POSTI I 6"X61• PO5T 61X6" P4 W/PBS IN/ F'BS W/ PBS �Ba -I T IL _MMN4MF -•IXI..... 4- - mM+--_ f rv„ 1 305OSH 3OSOSH 30505H DINING WOOD OR RESILIENT FLOOR SEE ENVIRONMENTAL NOTES 10-12. KITCHEN WOOD OR RESILIENT LOO SEE ENVIRON ENTAL NOTES 10-12 1.8 GPM 2868 ONE LRE SAFETY GLASS DOOR FLUSH EATING BAR +36" GOVERpD PORCH CONCRETE LAB FLOOR STUCCO WA L5 d GLC. STUB OUT GAS FOR BBQ CONFIRM LOCATION W/ OWNER ( ) I 75H 30505H b"X6" P051 I W/ PBS LAN_PING51 THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. GRG R31 1.5.2. 30505H 30505H 50505H PROVIDE 1 WINDOW WITH A MIN. NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: GRADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. 51LL.HEIGHT: MAX 44' ABOVE FLOOR M1N�OPNINGJ1E14HI: 24". MIN OPENINO-MOTH: 20' to PLAY ROOM .0 WOOD OR 10 RESILIENT FLOOR m SEE ENVIRONMENTAL NOTES 10-12. ext" P4 W/ IPB5 ONE LITE SAI ETY GLASS DOORS 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 `u'L7STVED BUILDING CONTRACTOR/ HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, .� ,![)f� SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEbNS. TRB A"1^ ItSSOC[ATES _ 1 O• DRAP7146 BY: 4" 3_b. 4-4" �� , (990 891-0589 1TDP.O1EVAI.J_1y ROAD COONS, CALTORNIA 95 SITE LYNN 9MITH5 M mATT.NET 6"x b" P05T W/PBS ENERGY CALC5 BY: �� GOLDEN SUN _DESIGN5 MAX RAMIREZ b I` c I GOT I GSM CONSTRUCTION (5 50) 59 1-01 1 1 305OSH 90505H .. : /"- RECREATION ROOM WOOD OR RESILIENT FLOOR SEE ENVIRONMENTAL NOTES 10-12. ® 60 P51- a RA15ED_FJREJ AGE: fD DBL SINK 4 PROVIDE DRAFT510P AT DISPOSAL PLATE LINE OF FIREPLACE. 1 286$ GAS RANGE W/ P.P. XTROR OUTPUT I HOOD o HIGH OUTPUT '-$" 4'-2" 6'-2" 6'-$" '1y TYP 4 MODEL 864 TRV 65 X 1 5D 1 4RANJIE .36• O TOP VENT p N R! I TOP 4 SPLASH DRYER. EXHAUST: Roof Ano rRo Pe BARRBR PROM Ve«IC RpAM se (ANGLE CR055 HATCHED) 2868. TYPICAL ~ PROVIDE 4' MIN. EXHAUST DUCT 1 O'-1 OF GARAGE NOTE5: IA_IAIER HEATER NOTES: 11 PRVATE 6ARA6EB ARE TO BE SEPARATED FROM THE DW0.LM& AND .IETTEDTY135: A, BY 1/2-11HGN 6YPSIM BOARD. 1) UNOBSTRUCTED 1]Ov RECEPTACLE WITHIN S'. T BE SEPARATED BY S/S-LX ])«ABRABLESPACE ABOVE AbARAbE M9M GRMB W/ SIG ]) CATEGORY IN m N VENT OR TE VENT STRAIGHT PIPE ME %GYPSUM B BOARD. MAXIMUM LENGTH FOR THE SI DOORS BETrvEEN THE OWILLINb. GARS&! 9 REPUIREO TO B! 1 5/0 MLX PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR PROVIDE A &FCI BREAKER ONF- )' _ > Z '(400 GRANITE -56" TOP t SPLASH DRYER EXHAUST DUCT IS 14Z G N Dl O 161..9!LP-LATGNING. 4)DKT9IN TXl6ARA6l TXATPCfIIMAR THE SEPARATION MUST BCA A INDIVIDUAL BRANCH CIRCUIT. In J H- tD FEET W/ 2 ELBOWS. fV N LAUNDRY 0 PROVIDE 100 JY TILE FLOOR x�� 10 SO INCHES OF •- ;p In u, < I IRONING VENT • LAUNDRY N d 0 ry ryIV N DRESSING TABLE ; ROOM DOOR THE LANDING AT AN EXTERIOR IR O O 13 p° ? N Rf pD T1 W J TOP M30' Q0 SD1 GRANITE WINDOW OPENING. GRANITE ID g g N ; A TOP t SPLASH DOR N � 4PNG 5T09P: J '� @ �6 DRYER- WASHER SINK VENT TO SPACE MASTER ESIL T FLOOR L-8.0' MINIMUM 56TH ,rQ /.�D DRYER OUTSIDE N HB 4' DIRECTION OF BATH AIR cR1b' TGO,� TE510- yN TRAVEL I 266$ �. $ TILE FLOOR Jryryo SHORTER hE16HT WIDTH OIF GARAGE ooR SrzE. Q 2868 m0 6 �JQ� .O I 50g 'JA{•I'(il SHO'LVERy11LVE_NOTE: 0-N FI 91 PROVIDE 5 ID BLOCKING AT CENTER Of DOOR PROM HEAD R TO A MINIMUM OF 14* ABOVE TOP 50 GAL GA"ATER_HFATER_: WH D GLASS PROVIDE INDIVIDUAL CONTROL THERMOSTATIC (3_1OOd •1WHISM PLATFORM WIT. F.TVALVe WT.VN51NAR bI TO y1 D v DOOR 41X6" OVER THE LANDING. CRO 8511.5.2. _ ~ P1 N 0 ®� S), e� a L -6.O' MIXING VALVES, PRESSURE Q 0_� T• D BALANCE OR COMBINATION VALVE TYPE. OPG 406.5 O� J' F er x FI N < N H NOTE: IS 9668 p 10080 •L-43" _ PROVIDE SAFETY GLASS IF INSTALLNON- BOTTOM OF EXPOSED EDGE OF pp GLAZING IS LESS THAN 60' ABOVE A = 4XbHIS BARN DOOR II STANDING SURFACE t DRAIN INLET. ,^ D in . yQG � p O PROVIDE 1 BEDROOM WINDOW WITH A MIN. M NET CLEAR OPENING OF 5.1 SOFT. EXCFIFT ON: &RADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. SILL HEIGHT: MAX 44' ABOVE FLOOR MIN.OPENING HEIOHI: 24. MIN ORENINGYVID_TH: 20' MASTER BEDROOM WOOD OR RESILIENT FLOOR SEE ENVIRONMENTAL NOTES 10-12. APPLIANCES IN ATTIC SHALL HAVE A PASSAGEWAY NOT LESS THAN 24' WIDE. ALSO PROVIDE AT LEAST A SO' X 50'x 50' HIGH WORKING SURFACE IN FRONT OF THE SERVICE SIDE OF THE APPLIANCE 6"X6" POSTI I 6"X61• PO5T 61X6" P4 W/PBS IN/ F'BS W/ PBS �Ba -I T IL _MMN4MF -•IXI..... 4- - mM+--_ f rv„ 1 305OSH 3OSOSH 30505H DINING WOOD OR RESILIENT FLOOR SEE ENVIRONMENTAL NOTES 10-12. KITCHEN WOOD OR RESILIENT LOO SEE ENVIRON ENTAL NOTES 10-12 1.8 GPM 2868 ONE LRE SAFETY GLASS DOOR FLUSH EATING BAR +36" GOVERpD PORCH CONCRETE LAB FLOOR STUCCO WA L5 d GLC. STUB OUT GAS FOR BBQ CONFIRM LOCATION W/ OWNER ( ) I 75H 30505H b"X6" P051 I W/ PBS LAN_PING51 THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. GRG R31 1.5.2. 30505H 30505H 50505H PROVIDE 1 WINDOW WITH A MIN. NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: GRADE FLOOR OPENING CAN HAVE A MIN. NET CLEAR OPENING OF 5.0 SOFT. 51LL.HEIGHT: MAX 44' ABOVE FLOOR M1N�OPNINGJ1E14HI: 24". MIN OPENINO-MOTH: 20' to PLAY ROOM .0 WOOD OR 10 RESILIENT FLOOR m SEE ENVIRONMENTAL NOTES 10-12. ext" P4 W/ IPB5 ONE LITE SAI ETY GLASS DOORS 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 `u'L7STVED BUILDING CONTRACTOR/ HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, .� ,![)f� SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEbNS. TRB A"1^ ItSSOC[ATES _ 1 O• DRAP7146 BY: 4" 3_b. 4-4" �� , (990 891-0589 1TDP.O1EVAI.J_1y ROAD COONS, CALTORNIA 95 SITE LYNN 9MITH5 M mATT.NET 6"x b" P05T W/PBS ENERGY CALC5 BY: �� GOLDEN SUN _DESIGN5 MAX RAMIREZ b I` c I GOT I GSM CONSTRUCTION (5 50) 59 1-01 1 1 305OSH 90505H .. : /"- RECREATION ROOM WOOD OR RESILIENT FLOOR SEE ENVIRONMENTAL NOTES 10-12. ® 60 P51- a RA15ED_FJREJ AGE: fD DBL SINK 4 PROVIDE DRAFT510P AT DISPOSAL PLATE LINE OF FIREPLACE. 1 286$ GAS RANGE W/ P.P. XTROR OUTPUT I HOOD o HIGH OUTPUT '-$" 4'-2" 6'-2" 6'-$" '1y TYP 4 MODEL 864 TRV 65 X 1 5D 1 4RANJIE .36• O TOP VENT p N R! I TOP 4 SPLASH DRYER. EXHAUST: Roof Ano rRo Pe BARRBR PROM Ve«IC RpAM se (ANGLE CR055 HATCHED) PROVIDE CIRCULATING PUMP TYPICAL ~ PROVIDE 4' MIN. EXHAUST DUCT 1 O'-1 OF GARAGE NOTE5: IA_IAIER HEATER NOTES: 11 PRVATE 6ARA6EB ARE TO BE SEPARATED FROM THE DW0.LM& AND _WITH BACK -DRAFT DAMPER. A, BY 1/2-11HGN 6YPSIM BOARD. 1) UNOBSTRUCTED 1]Ov RECEPTACLE WITHIN S'. T BE SEPARATED BY S/S-LX ])«ABRABLESPACE ABOVE AbARAbE M9M GRMB W/ SIG ]) CATEGORY IN m N VENT OR TE VENT STRAIGHT PIPE ME %GYPSUM B BOARD. MAXIMUM LENGTH FOR THE SI DOORS BETrvEEN THE OWILLINb. GARS&! 9 REPUIREO TO B! 1 5/0 MLX NSTALLED 6020 GORE WOOD.60LPLOROTECTISTEEL. HONEYCOMB S GRAM NO THAN THE SI IONVOMASS OR OR A DOOR WRN A ]O MINUT! PR! PROTECTION MTIH6, AND De AGLf- AND 59 LF- DRYER EXHAUST DUCT IS 14Z G A&E FIWATER TAN". ORMNA6EWITHOUT A. 161..9!LP-LATGNING. 4)DKT9IN TXl6ARA6l TXATPCfIIMAR THE SEPARATION MUST BCA 4)6AB EITPLY LMCW/AGAPAGIIY OP AT LEAST ]00.000 A CAPACITY OF NOTE: FEET W/ 2 ELBOWS. fV N LAUNDRY 0 PROVIDE 100 V TILE FLOOR BUILT-IN 10 SO INCHES OF NOTE: DRYER ;p GARAGEp(/ORS: u, < I IRONING VENT • LAUNDRY N VENT TO TERMINATE ry ry O BOARD ROOM DOOR THE LANDING AT AN EXTERIOR IR O O 13 p° ? i) HOLD GARA E FLOOR BACK 50 THAT DOR pD HALL 96' MIN FROM ANY SS �U? SD1 GRANITE WINDOW OPENING. DOORWAY SHALL NOT Be MORE THAN g g LAUNDR TOP t SPLASH DOR N � 4PNG 5T09P: J '� @ �6 DRYER- WASHER SINK VENT TO SPACE Q ul L , Lu `- mX W J) ESIL T FLOOR L-8.0' MINIMUM 56TH ,rQ /.�D DRYER OUTSIDE N SD EENVIR NMENTAL 4' DIRECTION OF p VENT AIR cR1b' TGO,� TE510- yN TRAVEL I 266$ UPPER $ THRESHOLD, PROVIDED THE DOOR, Jryryo SHORTER hE16HT WIDTH OIF GARAGE ooR SrzE. Q 2868 1/2 LITE 6 �JQ� .O I 50g S Oe AGOG SAFETY OR QJ 91 PROVIDE 5 ID BLOCKING AT CENTER Of DOOR PROM HEAD R TO A MINIMUM OF 14* ABOVE TOP 50 GAL GA"ATER_HFATER_: WH D GLASS I/) OPENER •1WHISM PLATFORM WIT. F.TVALVe WT.VN51NAR bI TO y1 D v DOOR 41X6" OVER THE LANDING. CRO 8511.5.2. STRAPS PV&SGML STRAPS TOP AND BOTTOM. THE STRAPS TO Be 4. MM ABOVE CONTROLS. VenT rHRU IN ERIOR BEARING WALL T Roof Ano rRo Pe BARRBR PROM Ve«IC RpAM se (ANGLE CR055 HATCHED) PROVIDE CIRCULATING PUMP TYPICAL ~ 1 3'-2" 1 O'-1 OF GARAGE NOTE5: IA_IAIER HEATER NOTES: 11 PRVATE 6ARA6EB ARE TO BE SEPARATED FROM THE DW0.LM& AND PROVIDE THE FOLLOWING: A, BY 1/2-11HGN 6YPSIM BOARD. 1) UNOBSTRUCTED 1]Ov RECEPTACLE WITHIN S'. T BE SEPARATED BY S/S-LX ])«ABRABLESPACE ABOVE AbARAbE M9M GRMB W/ SIG ]) CATEGORY IN m N VENT OR TE VENT STRAIGHT PIPE ME %GYPSUM B BOARD. BETWEEN OVTSPE TERMINATION WHIRS WATER NEATENS H SI DOORS BETrvEEN THE OWILLINb. GARS&! 9 REPUIREO TO B! 1 5/0 MLX NSTALLED 6020 GORE WOOD.60LPLOROTECTISTEEL. HONEYCOMB S GRAM NO THAN THE SI IONVOMASS OR OR A DOOR WRN A ]O MINUT! PR! PROTECTION MTIH6, AND De AGLf- AND 59 LF- TER THAT AL OINSWHIGHE BAAl THE HEATER W9MwTLRAL G A&E FIWATER TAN". ORMNA6EWITHOUT A. 161..9!LP-LATGNING. 4)DKT9IN TXl6ARA6l TXATPCfIIMAR THE SEPARATION MUST BCA 4)6AB EITPLY LMCW/AGAPAGIIY OP AT LEAST ]00.000 A CAPACITY OF ISLAND 51NK: iD FLREeLACE: m HALL SPECIAL VENTING IS ID CONFIRM DIMENSIONS I REQUIRED. SEE 2013 N c� MIRROR TOILET J 50505H 50505H 30505H �� _ GPC, SECTION 909.1. z - . LI INC ROpr41 5 bP 28 W T ry 4 REF_5PACE w 6o P5 9 m U'N a P C S LD J h0 L -5A' W/ H2O HOOKUP WOOD OR LV5 m 1 T O Q ?; GRANITES 6' T.P. 0 0,, « 61 R/ d RESILIENT E ENVIRONMENq�R INSTALL AS PER MFG. SPECS 4 COMPLY ss 10 TOP 1 SPLASH " W ry � - 1 U) G a 0 EXHAVSTDUC.T5: 1 NOTES 10-12. WITH U.S. EPA PHASE II EMISSION LIMITS. E .D TH m' Q GAS -FIREPLACE -AGE SHALL. BE DIRECT -VENT i NO BAGKIN w o 1- 0 't J TERMINATE OUTSIDE TIL FLOOR Rr FOR To L LL n 5EALED-COMBUSTION TYPE. - N N O OF THE BUILDING W/ PP R BAR • 44' < = BACK DRAFT SHOWSR VALYE_NOTE: EIREP'LACE5 SHALL ALSO COMPLY WITH N o PPE `Y APPLICABLE LOCAL ORDINANCES. DAMPERS. PROVIDE INDIVIDUAL I CONTROL THERMOSTATIC h 2 MIXING VALVES, PRESSURE SHELVES HDU BALANCE OR COMBINATION ENTRY / 2 POLES � ssre ? VALVE TYPE. GPC, 408.5 '41 � m MOOD OR 0 CLOSET ?o Oco m RESILIENT DECOR ry N EE ENVIRONMENTAL V ores 10-1a, 60680 F BI -PASS DOORS 6 L -12.o 2 SHELVES N a 1 2 POLES jd) O(V HYA0 GOND, UNIT: HVAC,: CLOSETPANT Y WOOD OR SEE ELECTRICAL 1.) DURING ROUGH INSTALLATION OR STORAGE ryI "x 6" RESILIENT FLOOR SrU�� I NOTE 524 ON THE CONSTRUCTION SITE t UNTIL FINAL 6068 SEE ENVIRONMENTAL O ' ENJIRONMENTAL STARTUP OF THE HEATING t COOLING 5I-PAS5 DOORS NOTES 10- 12. 3 ( OUPLITY NOTE 17. EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS 2' 10" 606$ _ SHALL BE COVERED WITH TAPE, PLASTID, O $'-4I' '_$• 1'_$• 2'_$• $'_O' SHEET METAL OR OTHER METHODS 2.) PROVIDE CONCRETE BASE EXTENDING WOR OS Y 4"Xb" _ I MORE ABOVE GROUND LEVEL. I V PROVIDE 1 BEDROOM WINDOW WITH AMIN. �,QJ 7.0 p. NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: yq0 GAVE E PORCH GRADE FLOOR OPENING CAN HAVE A MIN. NET 5 ', CLEAR OPENING OF 5.0 SOFT. d' BEDROOM #'1 DILL HEIGHT: MAX. 44' ABOVE FLOOR 1 2020AW GONGRET SL B FLOOR I MIN.OFENNC,14E16JHT:24'. ELECT.SERyIGE; HB T 'co STUCCO ALL d GLC,, Q WOOD OR MIH.OnNIN6_MIDTN: 20' 200 AMP SEROCE Q RESILIENT FLOOR 1500 0 S OOR/WMDOW. SEE ENVIRONMENTAL NOT • B.R OR CLDSET; NOTES 10-12. NO VENT . _,T 1" r4 X. I 48'H MIN..T S' HAX. d N• N R S.ONFffiMLOLALO / e PROVIDE 1 BEDROOM WINDOW WITH A MIN. NET CLEAR OPENING OF 5.7 SOFT. N: q 5X052))0_ _ \' GRADE FLOOR OPENING CAN HAVE A MIN. NET - S 30505H 30505H CLEAR OPENING OF 5.0 SOFT. I M111Nx OP]e BAWe•re4 wTlxporcxlN6B mrNB 6ARI.6e B uMR B)6TTORT%5 ELEMENTS OF SEPARATION AIte NO LONSER RBGL1Rep TO Be 0)PROVIDe BenMG&RACKS FOR W/x AT LOCATIONS eWAL PROTECTED. TO THe TCF. &oTTOM 1/B OP rtB VERTICAL DIMENSION 65M CON5TRUCTION GARETH MUNOZ FNONE: (530)591-0111 DELL EMAILAPPRE55: 65MtoYOVOYahoo.com fid,/ MAX RAMIREZ - 60LDEN oUN DE516N - ENERGY CALC5 � le 221 69 SAMSON AVENUE, CORNING, CALIFORNIA 96021 ���'NONE: (530)921-7242 CELL �1; EMAILADDRESS: MAXBCadMamB.aom SUMMIT STRUCTURAL DE516N - 5TRUGTURAL ENGINEER d 1 583 RIO LINDO AVENUE 6200, CHICO, GA 95926 (550)592-4407 WORK EMAIL ADDRESS: RgImrd•SummltOhlaO.00M 10/-1/2016 ~ SLL�IE ij EJI:MAX 44'ABOVE FLOOR MIN.�P�NJN_G NE*NT: 24'. r�j Q /�, O I. I 6TRITBTOP PeAMINOI 4'A&CVC LONTROLB !)OUTSIDE 1INPREs&URE. EPS I ..P ..FAF. 0INT TO .1152E PTE PAUXS pOWHWARO BETWEEN ------- 61X6"POST p p. b M1N-OPSNJN6J91DTH: 20' WALK �QJ �ry . .1. & . S'T034'ABOVl6NOUND '1)ALL 1I fV p W/ P55 <V y -` CALCULATIONS. THE ENGINEER'S MOT WATER SUPPLY PIPING S/4'. GREATER SHALL BE CEO IBO.O IL]w GARAGE IN6Te) ;p GARAGEp(/ORS: u, < I /y ry :n O ALL PDT NOT MATER PINING SOPLYN& THE KRCHEn SHALL BE DOOR INSULATED. CEG moo (J)] VI OPENER THE LANDING AT AN EXTERIOR IR O O 13 p° ? i) HOLD GARA E FLOOR BACK 50 THAT DOR pD Q 50505H 30505H Q SS �U? SD1 ° p DOORWAY SHALL NOT Be MORE THAN LANDS ON A RON 9/4• BELOW GARA6E LOOK N "VNZ�P Ulu N @ �6 Q ul L , Lu `- mX W J) THREE GAR GARAGE 7.15 INCHES BELOW THE TOP OF THE N W ANO W I- tSl 2)FIN15HEP GA1�AGE DOOR OPENING TO BE II IN 4 V NARROWER THAN L-30' 0 J41 y0 L 3.0' SS y� TVP. 'N( z CONCRETE SLAB FLOOR tn LU J- d N THRESHOLD, PROVIDED THE DOOR, Jryryo SHORTER hE16HT WIDTH OIF GARAGE ooR SrzE. Q 5HEETROGK WALL5 4 GLC. GARAGEIn POOR 6 .O 'D p. OTHER THAN AN EXTERIOR STORM SCREEN DOOR, DOES NOT SWING OR O 91 PROVIDE 5 ID BLOCKING AT CENTER Of DOOR PROM HEAD R TO A MINIMUM OF 14* ABOVE TOP D OPENER O y1 D v OVER THE LANDING. CRO 8511.5.2. OF DOOR S), e� a \ )R PLAN STRUCTURAL NOTES: SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-5D2 FOR ADDITIONAL INFORMATION. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 OF STUD AT 1 6" O.G. INTERIOR WALLS: 2X6 DF STUD AT 1 6" O.G. SEE DETAIL 6/50 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. (q� 4FM 65M CON5TRUCTION GARETH MUNOZ FNONE: (530)591-0111 DELL EMAILAPPRE55: 65MtoYOVOYahoo.com fid,/ MAX RAMIREZ - 60LDEN oUN DE516N - ENERGY CALC5 � le 221 69 SAMSON AVENUE, CORNING, CALIFORNIA 96021 ���'NONE: (530)921-7242 CELL �1; EMAILADDRESS: MAXBCadMamB.aom SUMMIT STRUCTURAL DE516N - 5TRUGTURAL ENGINEER d 1 583 RIO LINDO AVENUE 6200, CHICO, GA 95926 (550)592-4407 WORK EMAIL ADDRESS: RgImrd•SummltOhlaO.00M 10/-1/2016 m THESE PLANS HAVE I. I ----- ------- ONLY FOR CONCRETE WALK 1I fV STRUCTURAL p CALCULATIONS. THE ENGINEER'S LANDING5: ;p GARAGEp(/ORS: u, < I /y ry :n THE LANDING AT AN EXTERIOR IR O O 13 i) HOLD GARA E FLOOR BACK 50 THAT DOR ONLY WITH A SS �U? �i ° p DOORWAY SHALL NOT Be MORE THAN LANDS ON A RON 9/4• BELOW GARA6E LOOK N "VNZ�P Ulu N @ �6 Q ul L , Lu `- mX W J) 7.15 INCHES BELOW THE TOP OF THE N W ANO W I- tSl 2)FIN15HEP GA1�AGE DOOR OPENING TO BE II IN 4 V NARROWER THAN I 'N( z tn LU J- d N THRESHOLD, PROVIDED THE DOOR, SHORTER hE16HT WIDTH OIF GARAGE ooR SrzE. Q 6 .O 'D p. OTHER THAN AN EXTERIOR STORM SCREEN DOOR, DOES NOT SWING OR 91 PROVIDE 5 ID BLOCKING AT CENTER Of DOOR PROM HEAD R TO A MINIMUM OF 14* ABOVE TOP D y1 D v OVER THE LANDING. CRO 8511.5.2. OF DOOR S), e� a L -6.O' T• D I H P p 10080 •L-43" INSTALLNON- pp p � "p SSD 4XbHIS II REMOVABLE BACKFLOW D , . yQG � p PREVENTION @ PROVIDE KEYLESS DEVICES.CPG 603O7 D J� ENTRY TOUCH PAD D vp. p Dn D :16080 p° v� T�4' p v P D v _ p pp Jry SS yO p S v CONCRETE >° ° DRIVEWAY o v. P. ° p'. -['P,'0" ° 111-01 1 1,_0. D v�,_1O. 3:_46 51_41 51_ 61_61 p p 151-0" ° - _ v p D 7 22'-O'p o 61_2. v v 10,_56 13 D p 'Dp p p D, _ vv v v p o THIB PLAN TO COMPLY WITH THE FOLLOWING" p D ° P ° P • 2015 CALIFORNIA BUILDING CODE (GBG), IS 201 3 CALIFORNIA RESIDENTIAL GODS (CRC), � SCALE: 114" 2., p D' IS 2015 CALIFORNIA MECHANICAL CODE (GMC), _ NN1'-O" IS 2015 CALIFORNIA PLUMBING CODE (GPG), FLOOR PLAN NOTES, ° v ° v p - • 2013 CALIFORNIA ELECTRICAL CODE (CEG), 1.) AUTOMATIC, RESIDENTIAL FIRE SPRINKLERS ARE • 2015 CALIFORNIA FIRE CODE (CFC), REQUIRED AS PER SECTION RE; 15.3 OR NFPA 13D. p D ° p IN 2015 CALIFORNIA ENERGY CODE 5• pvv D • 2015 CALIFORNIA GREEN BUILDINGS STANDARDS CODE 2.) SUBMIT FINAL CONSTRUCTION WASTE (COMMONLY GALLED "GALGREENF) G MANAGEMENT REPORT THE BUILDING 4, v v p FI DEPARTMENT PRIOR TO FINAL INSPECTION. OCCUPANCY GROUP: 3.) PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. p • OCCUPANCY IS R3/U 4.) TYPICAL WALL FRAMING, UNLESS NOTED 5• D CONSTRUCTION TYPE: OTHERWISE: EXTERIOR WALLS: 21X6" LSP STUDS 0 16" C/O p p p ° ° v ° • CONSTRUCTION TYPE 15 VB INTERIOR WALLS: 2"x4• DP STUDS 0 1 b" c/c D FIRE 5PRINKLER5: IN REQUIRED. BY OTHERS. 6. D p D p p p p p vp' D p. D - D pD P p D, p p \ )R PLAN STRUCTURAL NOTES: SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-5D2 FOR ADDITIONAL INFORMATION. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 OF STUD AT 1 6" O.G. INTERIOR WALLS: 2X6 DF STUD AT 1 6" O.G. SEE DETAIL 6/50 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. (q� 4FM 65M CON5TRUCTION GARETH MUNOZ FNONE: (530)591-0111 DELL EMAILAPPRE55: 65MtoYOVOYahoo.com fid,/ MAX RAMIREZ - 60LDEN oUN DE516N - ENERGY CALC5 � le 221 69 SAMSON AVENUE, CORNING, CALIFORNIA 96021 ���'NONE: (530)921-7242 CELL �1; EMAILADDRESS: MAXBCadMamB.aom SUMMIT STRUCTURAL DE516N - 5TRUGTURAL ENGINEER d 1 583 RIO LINDO AVENUE 6200, CHICO, GA 95926 (550)592-4407 WORK EMAIL ADDRESS: RgImrd•SummltOhlaO.00M )R PLAN STRUCTURAL NOTES: SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-5D2 FOR ADDITIONAL INFORMATION. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 OF STUD AT 1 6" O.G. INTERIOR WALLS: 2X6 DF STUD AT 1 6" O.G. SEE DETAIL 6/50 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. (q� 4FM 65M CON5TRUCTION GARETH MUNOZ FNONE: (530)591-0111 DELL EMAILAPPRE55: 65MtoYOVOYahoo.com fid,/ MAX RAMIREZ - 60LDEN oUN DE516N - ENERGY CALC5 � le 221 69 SAMSON AVENUE, CORNING, CALIFORNIA 96021 ���'NONE: (530)921-7242 CELL �1; EMAILADDRESS: MAXBCadMamB.aom SUMMIT STRUCTURAL DE516N - 5TRUGTURAL ENGINEER d 1 583 RIO LINDO AVENUE 6200, CHICO, GA 95926 (550)592-4407 WORK EMAIL ADDRESS: RgImrd•SummltOhlaO.00M 10/-1/2016 THESE PLANS HAVE 2 (J PERM11 �_\b--- _-� atITTF COON Yom- ul- M1kNT SERVICES H z13 dz OL LuK W LL LL IU /� I 1l� LIVABLE: a Y 2689 SgFt TOTAL GARAGE: ` Sbb SgFt COVERED PATIO: 102 SgFt FRONT - 1 __-7_3_2 SgFt REAR J 834 SgFt TOTAL �..J � I l DATE: 10/7/2016 SCALE: ^ _ SHOWN ` UX FOR CODE COMPLIANICF GCT SHEET O COPYRIGHT 2016 RottsOhalklAottechalk Resldenae.layout LYNN SMITH - DRAFTING OWNER: SAM 4 MESHAN ROTTSCHALK 1 99 SYCAMORE VALLEY ROAD, (550)521-7281 HIS CELL I GHI00,0A 95913 EMAIL ADDRESS: 5Rotts6halkO6MBRO0m _ .a". -..". (550) 591-0585 WORK I I � II �i6 I II I 10/-1/2016 THESE PLANS HAVE BEEN REVIEWED L-6.0' ONLY FOR COMPLIANCE WITH ATTACHED fV STRUCTURAL CALCULATIONS. THE ENGINEER'S ;p u, < I STAMP ON THI5 ry :n PLAN 15 VALID IR O O 13 ONLY WITH A �i LETTER SIGNED BY (D O N "VNZ�P Ulu N THIS ENGINEER FOR Q ul L , Lu `- mX W J) EACH UNIQUE BUILD. N W ANO W I- tSl 0 H z13 dz OL LuK W LL LL IU /� I 1l� LIVABLE: a Y 2689 SgFt TOTAL GARAGE: ` Sbb SgFt COVERED PATIO: 102 SgFt FRONT - 1 __-7_3_2 SgFt REAR J 834 SgFt TOTAL �..J � I l DATE: 10/7/2016 SCALE: ^ _ SHOWN ` UX FOR CODE COMPLIANICF GCT SHEET O COPYRIGHT 2016 RottsOhalklAottechalk Resldenae.layout LYNN SMITH - DRAFTING OWNER: SAM 4 MESHAN ROTTSCHALK 1 99 SYCAMORE VALLEY ROAD, (550)521-7281 HIS CELL I GHI00,0A 95913 EMAIL ADDRESS: 5Rotts6halkO6MBRO0m _ .a". -..". (550) 591-0585 WORK I I � II �i6 I II I m r Y w J i fV ' Z T_ lu 10 u, < I :n IR O O 13 QUO z V (D "VNZ�P Ulu N Q ul L , Lu `- mX W J) W ANO W I- tSl 'N( z tn LU J- d N Q 6 H z13 dz OL LuK W LL LL IU /� I 1l� LIVABLE: a Y 2689 SgFt TOTAL GARAGE: ` Sbb SgFt COVERED PATIO: 102 SgFt FRONT - 1 __-7_3_2 SgFt REAR J 834 SgFt TOTAL �..J � I l DATE: 10/7/2016 SCALE: ^ _ SHOWN ` UX FOR CODE COMPLIANICF GCT SHEET O COPYRIGHT 2016 RottsOhalklAottechalk Resldenae.layout LYNN SMITH - DRAFTING OWNER: SAM 4 MESHAN ROTTSCHALK 1 99 SYCAMORE VALLEY ROAD, (550)521-7281 HIS CELL I GHI00,0A 95913 EMAIL ADDRESS: 5Rotts6halkO6MBRO0m _ .a". -..". (550) 591-0585 WORK I I � II �i6 I II I STAIRS,_NAAAAAA�DRAIL_5 d_GUAAARDS_ STAIR WIDTH: STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 56 INCHES. 5t'IRAL STAIRWAYS AS PROVIDED FOR IN 8511.1.1 STAIR HEADROOM: 5TAIRHAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF BO INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSIN05. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY 4 LANDING. R311.1.2 STAIR HALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRI TO THE DIRECTION OF TRAVEL THROUGH THE TURN 4 LOCATED 12 INCHES FROM THE SIDE WHERE THE WINDERS ARE NARROWER THE 12 -INCH DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDE5T CLEAR 5T:61IR WIDTH OF THE ADJACENT WINDERS SHALL BE USED. R91 1.1.4 TREADS SE95: STAIR TREADS 4 RISERS SHALL COMPLY WITH SECTION R3 1 1.15: RD -IJ -1.5 DIMENSION REFERENCE SURFACES: FOR THE PURPOSE OF THIS SECTION, ALL DIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. 9511.T.5._L42. RISER HEIGHT 4 TREAD DEPTH: THE MAXIMUM RISER HEIGHT SHALL BE I 5/4 INCHES; THE MINIMUM TREAD DEPTH SHALL BE 10 INGHE5: THE MINIMUM WINDER TREAD DEPTH AT THE WALKLINE SHALL BE 10 INCHES; 6 THE MINIMUM WINDER TrEAD DEPTH SHALL BE & INGHE5. A NOSING NOT LESS THAN 9/4 INCH BUT NOT MORE YHAN 1 1 /4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE TREAD DEPTH 15 LESS THAN 1 1 INCHES. 8911.1-5.2 STAIR TREADS t RISERS SHALL BE OF UNIFORM SIZE t SHAPE. THE TOLERANCE BETWEEN THE LARGEST t SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST 4 SMALLEST TREAD DEPTH SHALL NOT EXCEED 5/8 INCH IN ANY FLIGf1T OF STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/5 INCH. 951-LT.5.3 NOSIN&5: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/ 16 INCH. A NOSING NOT LE55 THAN 5/4 INCH BUT NOT MORE THAN 1 114 INC HE5 SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION 15Y MORE THAN 5/6 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS I LANDINGS. BEVELING OF NOSINGS SHALL NOT EXCEED 1/2 INCH. EXCEPTION: A NOSING 15 NOT REQUIRED WHERE THE TREAD DEPTH 15 A MINIMUM OF 1 1 INCHE5- STAIRWAY LANDING5L THERE SHALL BE A FLOOR OR LANDING AT THE TOP t BOTTOM OF EACH STAIRWAY, THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SOUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE 4 THE TOTAL AREA 15 NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGH'( RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 3b INCHES. EXSEPTIOX: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. R51 1.1.6, HANDRAILS: STAIRWAYS WITHIN DWELLING UNITS 4 SPIRAL STAIRWAYS ARE PERMITTED TO HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF STAIRS WITH LE55 THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. R3 1 1.1.8. HEIGHT. HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD 1405114165, OR FINISf1 SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LE55 THAN 94 INCHES t NOT MORE THAN 35 INGHE5, R51 GRAV-ADILITY_: HANDRAILS WITH A CIRCULAR CR055 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1/4 INCHES t NOT GREATER THAN 2 INCHES. IF THE HANDRAIL 6 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INGHE5 4 NOT GREATER THAN 6 1/4 INCHES WITH A MAXIMUM GROSS -SECTION DIMENSION OF 14114 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. CONTINUITY: HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DI9ECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE WALL I THE HANDRAILS., R9 1 1.1.8.2 EXCEFTLON5: A HANDRAILS SHALL BE PERMITTED TO SE INTERRUPTED BY A NEWEL POST AT THE TURN. B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL 15 ALLOWED OVER THE LOWEST TREAD. GUARDS: WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, STAIRS, RAMPS 4 LANDINGS THAT ARE LOCATED MORE THAN 901NCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN P6 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN STRENGTH 4 ATTACHMENT IN ACCORDANCE WITH SECTION R51 2. HEIGHT: REQUIRED GUARDS SHALL BE NOT LE55 THAN 42 INCHES HIGH, MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. R3 12.1.2. EXCEPTIONS: A. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 94 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EOSE5 OF THE TREADS. @WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 54 INCHES 6 NOT MORE THAN 36 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. OPEN1N"IMLTATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. R312. 1.3 EXCEPTIONS: A. FROM A HEIGHT OF 96 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 43/6 INCHES IN DIAMETER. B. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, TREAD 4 BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 0 INCHES IN DIAMETER C. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PA55AOE OF A SPHERE 45/8 INCHES IN DIAMETER WINDOW 511-14; IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENIN65 THAT ALLOW PASSAGE OF A 4 -INCH -DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR. R512.2.1 LEGAL_ REQUIREMENTS: 1.) PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE WORK 15 COMPLETED 4 A FINAL INSPECTION HAS BEEN MADE. R 105.1 2.) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION CERTIFICATE 15 REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE PROCEEDING WITH CONSTRUCTION ABOVE. R106.1.5. F_OUNDATION5 CVMAINAG DRAINAGE: R401.5 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE &RAVED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL5. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS P1tOH1B1T b INCHES OF FALL WITHIN 10 FEET. DRAINS OR SHALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET & THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM TOE BUILDING. FRAMING GENERAL: 1.) WOOD PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNPATION WITH A MINIMUM 1 /2" DIAMETER STEEL BOLTS OR OTHER APPROVED ANCHORS. BOLTS SHALL BE EMBEDDED AT LEAST 1" INTO THE CONCRETE 4 SHALL VE SPACED NOT MORE THAN V APART. THERE SHALL BE A MINIMUM OF THO EOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 1 2" OR LESS THAN 4" FROM EACH END OF THE PIECE. R403. 1.6 2.) PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INCHES BY 9 INCHES IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE 4 THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE HASHER 15 PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/ 1 P INCH LARGER THAN THE BOLT DIAMETER 4 A SLOT LENGTH NOT TO EXCEED 1 0/4 INCHES, PROVIDED A STANDARD GUT WASHER IS PLACED BETWEEN THE PLATE WASHER i THE NUT. R602.11 5.) FOUNDATION PLATES OR SILLS THAT REST ON EXTERIOR FOUNDATION WALLS 4 ARE LESS THAN 6" FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 4.) POSTS, 61RDER5, JOISTS 4 SUBFLOOR LOCATED IN A CRAWL SPACE MUST BE NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LE55 THAN 18* OR WOOD GIRDERS ARE LE55 THAN 12' ABOVE THE EXPOSED $ROUND. 5.) HOOD ROOF TRUSS MEMBERS 4 COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. THE TRU55 DESIGN SHALL TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC, OR PLUMBING EOUIPMEN". Fl-OOR_FRAMING: 1.) CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS INTO THE UNDER -FLOOR AREA WALLS. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SOFT FOR EACH 150 SOFT OF UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED 50 AS TO PROVIDE CROSS VENTILATION. SUCH OPENINGS SHALL BE COVERED WITH CORROSION-RESI?TANT WIRE MESH WITH OPENINGS NOT GREATER THAN i /8" OR OTHER APPROVFI? MATERIALS WITH THE LEAST DIMENSION OF THE COVERING NOT TO EXCEED 1 /4" IN DIMENSION. R408 2.) CRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE ACCESS OPENING NOT LESS THAN I WET 24". R406.4 W OODPF�OTECTION: 1) PROTECTION OF WOOD 4 WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVglrV IN THE FOLLOHIN6 LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT 15 PRESERVATIVE -TREATED IN ACCORDANCE WITH AHP^ U 1 FOR THE SPECIES, PRODUCT. E PRESERVATIVE 4 END USsection r917. PRESERVATIVES SHALL BE L15TED IN SECTION 4 OF AHPA U 1. A. WOOD J015TS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER'THAN 18 INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE EXPOSED &ROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. B. ALL HOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MA50NRY EXTERIOR FOUNDATION MALLS 4 ARE LE55 THAN B INCHES FROM THE EXPOSED GROUND. C. SILLS 4 SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 15 IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. D. THE ENDS OF HOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LE55 THAN 1/2 INCH ON TOPS, SIDES 4 ENDS. E. WOOD SIDING, SHEATHING I WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN & INCHES FROM THE GROUND OR LE55 THAN 21NCHES MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, 4 BNIILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER F. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE HEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. &. HOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER 15 APPLIED BETWEEN THE WALL 4 THE FURRING STRIPS OR FRAMING MEMBERS. 2) LUMBER 4 PLYWOOD REOUIRED TO BE PRESSURE -PRESERVATIVE -TREATED IN ACCORDANCE WITH SECTION RS 18.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY. 9.) WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, HANDRAILS 4 GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED PERFORMANCE LEVELS 4 DEMONSTRATING COMPLIANCE HITH THE PROVISIONS OF ASTM D 1052. 4) IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R501.2(0, METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A COMBINATION OF THESE METHODS: A. CHEMICAL TERMITICIDE TREATMENT, AS PROVIDED IN SECTION R516.2. B. TERMITE BAITING SYSTEM INSTALLED 4 MAINTAINED AGCORDIN& TO THE LABEL C. PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF SECTION RS 11.1. D. NATURALLY DURABLE TERMITE -RESISTANT WOOD. E. PHYSICAL BARRIERS AS PROVIDED IN SECTION R316.5 4 USED IN LOCATIONS AS SPECIFIED IN SECTION R318.1. F. GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 4 R603.2.1. 5) CHEMICAL TERMITICIVE TREATMENT SHALL INCLUDE SOIL TREATMENT ANO/OR HELP APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION 4 METHOD OF TREATMENT OF THE CHEMICAL TERMITICIDE SHALL BE IN STRICT ACCORDANCE WITH THE TERMITICIDE LABEL 6.) APPROVED PHYSICAL BARRIERS, SUCH AS METAL OR PLASTIC SHEETING OR COLLARS SPECIFICALLY DESIGNED FOR TERM/TE PREVENTION, SHALL BE INSTALLED IN A MANNER TO PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOP OF AN EXTERIOR FOUNDATION HALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION WITH ANOTHER METHOD OF PROTECTION. 6RADING1 LFOUNDATION: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL SLOPE AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 6 INCHES WITHIN THE FIRST 10 FEET (5% SLOPE). SCALE: 1/4" - V -0 - FOUNDATION PLAN 5TRUG URAI- NOTES_ M 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL r i SHEET5 ED 1-5D2 FOR ADDITIONAL INFORMATION. - 2.) PROVIDE ANCHOR BOLT 51ZE AND SPACING PER aL d W zo=o° SHEAR WALL SCHEDULE AND TYPICAL DETAILS. I I 3J RECOMMENDED MINIMUM SLAB SECTION: -1 A- 4" CONCRETE SLAB WITH #3 AT 15- O.G. SECURELY LOCATED AT MID -DEPTH OF SLAB. 0 V B- WATERPROOF MEMBRANE IN COMPLIANCE WITH � ASTM E 1643 (DELETE AT E-XTERIOR 4 W W Q SLABS) -SEE SOILS REPORT IF APPLICABLE. I < lu (AIWA W G- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT IU!� W N O IF APPLICABLE. <z� D- PROPERLY PREPARED SUB(*RADE-5EE SOILS Q REPORT IF APPLICABLE. w E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT r 1 O' -O" O.G. EA. WAY MAX. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 1 b" O.G. INTERIOR WALLS: 2X6 DF 5TUD AT 1 6" O.G. 5.) SEE DETAIL 6/SD 1 FOR TYPICAL %TUD WALL ELEVATION AND TYPICAL WALL OfbENING SCHEDULE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. "T.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND prnwlE a1r ���1. FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT�Z��n• TO THE ENGINEER OF RECORD. FSR CODE G(�AI^LI,L;,P (_`,.t 8.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL -� ��Q{);(1%CI (•U�bdl_NT SERVICES „p„ SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH ARCHITECT. FOR OCT 19 L+�) 9) ALL TREATED WITDH TREAINIS SHALL BE TMENT PIR 5EAND APPLICATION �EjCREVIIEVVD CLI ANC APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S DATEBy WRITTEN (SUIDELINES. 10.) ALL STRUCTURAL MEMBERS SHALL„ BE FASTENED IN COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWI5E. Q1` 69M CON5TRUCTION �a MAX RAMIREZ - &OLDEN SUN DESIGN - ENER6Y CALG5 6ARETH MUNOZ a 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 Q11 PHONE: (550)591-0111 CELL j PHONE; (590)921-124:�CELL EMAILADDRESS: 6SMtoYou6Yahoo.com EMAIL ADDRESS: Ml.0CaoMamadOm L 1EIIII[) l d 1 tl 1111 1 11 111 1 1 SUMMIT 5TKUGTURAL DE51&N - 5TRUCTURAL EN&INFER C:\U6er9\Lyng\Voaument9\Chief T8 Plans\yam 4 Meehan ROttschalk\ROttachalk Re910enCe.ISyOut 383 RIO LINDO AVENUE -200, CHICO, CA 95926 OWNER: SAM 4 MEOHAN ROTTSCHALK y (550) 592-4401 WORK (550) 521-1281 HIS CELL EMAIL ADDRESS: ItIandsSummltChlco.com cOm y EMAIL ADDRESS: SRottachalks&Mell I I i 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 BVILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGNS. DRAFTN& BY: M Y ROAD C11Ka, GALIraRMtA 95 919 LYNN5MITH520ATT.NET ENEROY CAL69 BY: � l GOLDEN SUN � DE910N5 MAX '' T `` RAMIREZ G5M CONSTRUCTION (550) 541-01 1 1 10/1/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY TH15 ENGINEER FOR EACH UNIQUE BUILD. LIVABLE: 2689 5gFt TOTAL GARAGE: 866 SgFt COVERED PATIO: 102 SgFt FRONT - J $ 2 SgFt REAR 554 5gFt TOTAL DATE: 10/1/2016 5CALE: SHOWN 1 STORY SHEET .2 O COPYRIGHT 2016 LYNN SMITH - DRAFTING L MITH CHICO, CA 95913 ALLEY ROAD, r - .. (550) 891-0585 WORK M r i w U) O p T m `~ aL d W zo=o° Jz I I T- -1 W1-V�cvH O 0 V # � Q 4 W W Q I < lu (AIWA W IU!� W N O OL <z� Q Q w r LIVABLE: 2689 5gFt TOTAL GARAGE: 866 SgFt COVERED PATIO: 102 SgFt FRONT - J $ 2 SgFt REAR 554 5gFt TOTAL DATE: 10/1/2016 5CALE: SHOWN 1 STORY SHEET .2 O COPYRIGHT 2016 LYNN SMITH - DRAFTING L MITH CHICO, CA 95913 ALLEY ROAD, r - .. (550) 891-0585 WORK `r FORGED ROOF d CEILING FRAMING. 1) ATTIC VENTILATION: ATTICS d ENCLOSED RAFTER SPACES SHALL HAVE GR055 VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1' OF AIRSPACE 15 REQUIRED BETWEEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 / 150 OF THE AREA OF THE SPACE VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE DIRECTIONS. THAN THE WALL TOWARDS WHICH THE DOOR SWINGS, DISTANCE AT LAG D_OWNSP_OUT CONNEGTTO YARD DRAIN STRAP BEAM TO WALL FRAMING PER 8/502 6"X 6" POST MSTA28 STRAP_ MSTA2$_STRAP AT BEAM SPLICE AT BEAM SPLICE 6"X6" POST MSTASO�TRAAAP BEAM TO BEAM, TYP. ALL SPLICES, U.N.O. 6"Xb" POST 6"X6" POST EDGE NAIL ROOF PLY AT DRAG TRUSS MITER BEAMS d BEND L5TA 16 STRAP AT TOP OUTSIDE FACE OF BEAMS 6"X6" POST ANGLE W/ NUTS b°X b" POST SURFACE. UPPER PORTION OF THE SPACE d THE BALANCE PROVIDED BY SOFFIT VENTS. ATION. b.) GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS. N W/PCZ W /PC.,Z W/PCZ VI W/PGZ 6 5. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE R806 STANDARDS CODE (RESIDENTIALT LOCATED AT HWH.HCD.CAGOV/ VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL PROVIDED NEAR THE FURNACE. CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES WITH A MINIMUM NOTE: STROKE WIDTH OF 1/2 INCH. WHERE ACCESS 15 BY MEANS OF A PRIVATE ROAD 4 THE THE MAXIMUM WEIGHT OF THE F.A.U. d BUILDING ADDRE55 CANNOT BE VIE WED FROM THE PUBLIC WAY, A MONUMENT, POLE OR 1415 50FT-(55)51/2'X221/2'EAVEVENT5(4050INEACf4)-0.278 SOFT OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. RS 1 9.1. ACCESSORIES MOUNTED TO TRUSSES 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1/300 OF BY CONSTRUCTION METALS OR EQUAL 15 200 LBS. (20) 1 6d EACH -I -Z HVAO CONNECTION DETAIL 2 X b' STUDS a 16"CIC BE GREEN PLANNING S_DESIGN: 90.15 TOTAL SOFT OF VENTS (NFVA) DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION A 4 RETAIN 501L RUNOFF ON THE 51TE 4.106.1: w A. RETENTION BA5IN5 OF 5UFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM A EXCAVATED SOIL 4 LAND -CLEARING DEBRIS. HEN - THE AREA WAT LEAST 40% d NOT MORE THAN 50% OF THE REQUIRED SIDE OF TOP PLATE - "' WATER ON THE SITE. CONNECfTO YARD 09AIN VENTILATORS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC OR 2. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: B. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION SPLICE THIS LINE A EQUIPMENT 4 APPLIANCES, INCLUDING WATER-5AVING DEVICES 4 SYSTEMS, ry POINT, GUTTER OR 51MILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY U55 HVAC SYSTEMS, WATER -HEATING SYSTEMS 4 OTHER MAJOR APPLIANCES 4 OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE - ENFORCING AGENCY. AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH C. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT " ORDINANCE. ' I RAFTER SPACE. R806.2 S) ATTIC ACCESS: AN OPENING NOT LE55 THAN 20' BY SO' SHALL BE PROVIDED FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE MEASURES WHICH KEEP SURFACE WATER AHAY FROM BUILDINGS 6 AID IN - 6ROUNDHATER RECHARGE 4.106.9 ALL TYPES OF EXTERIOR WALL FINISHES IS Y`!ATER_EFFICIENCY $ CONSERVATION:. S. INFORMATION FROM LOCAL UTILITY, WATER 4 WASTE RECOVERY PROVIDERS ON INDOOR WATER CONSERVING PLUMBING FIXTURES 4 FITTINGS, SHALL COMPLY WITH THE LCE4Z FOLLOWING 4.503.1• A. WATER CLOSETS: 1.26 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME PROGRAMS 4 LOCATIONS. TO ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30'. A 90' MINIMUM CLEAR RIDGE VENT REDUCED FLUSHES t ONE FULL FLUSH. 4.503.1.1 RIDGE VENT B. URINALS: NOT TO EXCEED 0.5 GALLONS PER FLUSH. 4.303.1.2 N POSITIVE IMPACTS OF AN INTERIOR RELATIVE 5. EDUCATIONAL MATERIAL ON THE 4 6"X 1 2" DF#2 OR BETTER, TVP. P51. 4.509.1.5 SECTION WHEN ISOLATED JOB 51TES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. D. MULTIPLE SHOHERHEA05 SERVING ONE SHOWER: THE COMBINED FLOH RATE OF MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. ALL 5HOWERHEAD5 AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE _ VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 50 PSI, OR THE SHOWER 6: 12 HEADROOM IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE ACCESS CONTROLLERS HHICH CONSERVE WATER. AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A 5HOWERHEAD. _ E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL CLIP DRAG TRUSS D MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS A THROUGH E. THE CON57RUGTION MINIMUM FLOW RATE OF RE51DENTLAL LAVATORY FAUCETS SHALL NOT BE LE55 THAN 0.6 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.1 F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT IN GRADING AROUND THE BUILDING N07 LIMITED TO, CAULKING, TIN G D , ETC. WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY 4 SHALL BE AVAILABLE EXCEED 1.6 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY OPENING.R501.1 I TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO I TO TOP PLATE W/ 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE RATE OF 1.6 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUCETS ENFORCING AGENCY OR THIS CODE ry ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE A IDENTIFY THE CONSTRUCTION t DEMOLITION WA5TE MATERIALS TO BE DIVERTED REDUCTION. 4.9 05.1.4.4 ....., SAFETY_ GLAZING: n OUTDOOR IRRIGATION CONTROLLERS 4.504.1: AUTOMATIC IRRIGATION 5YSTEM 4" I 1AV q (4) A 5 5 CLIPS TYP. .i 1 4 LA n 01 w FUTURE USE OR SALE. OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWING: B. SPECIFY IF CONSTRUCTION 4 DEMOLITION WASTE MATERIALS WILL BE SORTED '( THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' ON-SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). DRACjSB.yS_5_: NEEDS AS WEATHER CONDITIONS CHANGE. I �i I B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR 1.) GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, IN FIXED 4 OPERABLE PANELS SD YO' J02 MATERIAL HILL BE TAKEN 3000# I D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE -BASED CONTROLLERS OF SLIDING DOOR 4 BIFOLD ASSEMBLIES, 4 GLAZING IN STORM DOORS. ..-..... 8 i ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. CONSTRUCTION 4 DEMOLITION WASTE GENERATED. MATERIAL _GONSERVATION_dRESOURG� EEEGIENG,': E SPECIFY THAT THE AMOUNT OF CONSTRVCTION 4 DEMOLITION WASTE MATERIALS 1.) RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, ' 2) GLAZING IN DOORS 4 ENCLOSURES FOR HOT TUBS, W HIRLPOOL5, SAUNAS, STEAM I lols I- 5'.:1 W01 q CONDUITS OR OTHER OPENINGS IN SOLEBOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH 4.) HASTE MANAGEMENT_ COMPANY: UTILIZE A WASTE MANAGEMENT COMPANY, 43 ROOMS, BATHTUBS t SHOWERS, 4 GLAZING IN ANY PORTION OF A BUILDING WALL ROOF PLY DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION 4 DEMOLITION WASTE 6"x 12" DF# 1 I MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE: THE DOWNSPOUT ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF - - - - - OHNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 ^ b - Z� 6� �j'BUTfECOUNPY0EVELOPM1.,IENTSEWCE6 THE GLAZING 15 LESS THAN 60' ABOVE A STANDING SURFACE. 1 115"X 1 1 /8" ANGLE I _ V06 &�,� IVI .S# Z) ' 3.) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOORW/ (2) 114'X 2" LONG o:REVIEWED FOR I P06 WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24' ARG OF .•.. 3/8' DIA. LAG BOLTS INTO TOP ri 9 XI .J L Jos (V Jot Jul 6.17 PITCH I VO9 EITHER A VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION 4 WHERE THE RAFTERS THREADED ROOFING MEMBER - b"X 121 DF#2 [A ' � ... o ,:.-�(, BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60' ABOVE THE • > > > I I Z11 PY_,- AT 24" TYPICAL. J02 v m I I I WALKING SURFACE. THIS PROVISION DOES NOT APPLY WHEN THERE 15 AN �_ -- -- - E03 41 X 'Jo2 - - -___._LLE c/G ROD INTERVENING WALL BETWEEN THE DOOR d GLAZING, WHERE ACCESS THROUGHI 45 deg III ------- m THE DOOR 15 A CLOSET 3 OR LE55 IN DEPTH, OR TO GLAZING IN WALLS FORGED PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION, OTHER DIRECTIONS. THAN THE WALL TOWARDS WHICH THE DOOR SWINGS, DISTANCE AT LAG 4.) GLAZING WHERE THE INDIVIDUAL PANE 15 GREATER THAN 9 SOFT, HAS A gpL-(5, TYP BOTTOM EDGE LESS THAN 10" ABOVE THE FLOOR t A TOP EDGE GREATER THEREFOF°E OK.). SEISMIC RESTRAINTS (4) THAN 36" ABOVE THE FLOOR, 415 ADJACENT TO A WALKING SURFACE. FORGED - - ----- INSULATION VALUES: DIRECTIONS. 5.) GLAZING ADJACENT TO STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36' AIR L NIT SEISMIC RESTRAINTS (4) THAN 36" ABOVE THE FLOOR, 415 ADJACENT TO A WALKING SURFACE. (LAG BOLT CAPACITY - - ----- INSULATION VALUES: DIRECTIONS. 5.) GLAZING ADJACENT TO STAIRWAYS, LANDINGS 4 RAMPS WITHIN 36' 82#/BOLT - 5.) WASTE STREAM REPVGTJON ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL HORIZONTALLY OF A WALKING SURFACE, WHEN THE EXPOSED SURFACE OF THE H THEREFOF°E OK.). 1 1 /8' X 1 1 /8" I R-38 ATTIC INSULATION GLA55 I5 LESS THAN 60' ABOVE THE PLANE OF THE ADJACENT WALKING ANGLE W/ NUTS MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION SURFACE. d WASHERS. ATION. b.) GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC ACCESS. TREAD OF A STAIRWAY IN ANY DIRECTION, WHEN THE EXPOSED SURFACE OF EDGE NAIL ROOF THE GLASS 15 LESS THAN 60" ABOVE THE NOSE OF THE TREAD. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE SITE ADDRE55: FIREBOX SIDE. 6 5. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE 4 STANDARDS CODE (RESIDENTIALT LOCATED AT HWH.HCD.CAGOV/ VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL PROVIDED NEAR THE FURNACE. CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES WITH A MINIMUM NOTE: STROKE WIDTH OF 1/2 INCH. WHERE ACCESS 15 BY MEANS OF A PRIVATE ROAD 4 THE THE MAXIMUM WEIGHT OF THE F.A.U. d BUILDING ADDRE55 CANNOT BE VIE WED FROM THE PUBLIC WAY, A MONUMENT, POLE OR 1415 50FT-(55)51/2'X221/2'EAVEVENT5(4050INEACf4)-0.278 SOFT OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. RS 1 9.1. ACCESSORIES MOUNTED TO TRUSSES FINISHED GRADE BY CONSTRUCTION METALS OR EQUAL 15 200 LBS. < LANDING5: HVAO CONNECTION DETAIL 2 X b' STUDS a 16"CIC BE GREEN PLANNING S_DESIGN: 90.15 TOTAL SOFT OF VENTS (NFVA) DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE SCALE: 1/2'- 1'-0" IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION A 4 RETAIN 501L RUNOFF ON THE 51TE 4.106.1: w A. RETENTION BA5IN5 OF 5UFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM A EXCAVATED SOIL 4 LAND -CLEARING DEBRIS. ARAE 7R_U55: / OJERFR� LING WATER ON THE SITE. CONNECfTO YARD 09AIN 2. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: B. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION ' �< rPER 3/502 SIM.,TYP A EQUIPMENT 4 APPLIANCES, INCLUDING WATER-5AVING DEVICES 4 SYSTEMS, ry POINT, GUTTER OR 51MILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY U55 HVAC SYSTEMS, WATER -HEATING SYSTEMS 4 OTHER MAJOR APPLIANCES 4 OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE - ENFORCING AGENCY. AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH C. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT " ORDINANCE. ' I METHODS TO MANAGE SURFACE WATER INCLUDE: SHALES, WATER COLLECTION 4 FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE MEASURES WHICH KEEP SURFACE WATER AHAY FROM BUILDINGS 6 AID IN - 6ROUNDHATER RECHARGE 4.106.9 ALL TYPES OF EXTERIOR WALL FINISHES IS Y`!ATER_EFFICIENCY $ CONSERVATION:. S. INFORMATION FROM LOCAL UTILITY, WATER 4 WASTE RECOVERY PROVIDERS ON INDOOR WATER CONSERVING PLUMBING FIXTURES 4 FITTINGS, SHALL COMPLY WITH THE JOBSITE FOLLOWING 4.503.1• A. WATER CLOSETS: 1.26 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME PROGRAMS 4 LOCATIONS. OF DUAL FLUSH TOILETS 15 THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO RIDGE VENT REDUCED FLUSHES t ONE FULL FLUSH. 4.503.1.1 RIDGE VENT B. URINALS: NOT TO EXCEED 0.5 GALLONS PER FLUSH. 4.303.1.2 N POSITIVE IMPACTS OF AN INTERIOR RELATIVE 5. EDUCATIONAL MATERIAL ON THE G. SINGLE SHOWERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 60 P51. 4.509.1.5 SECTION WHEN ISOLATED JOB 51TES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. D. MULTIPLE SHOHERHEA05 SERVING ONE SHOWER: THE COMBINED FLOH RATE OF MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. ALL 5HOWERHEAD5 AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE _ VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 50 PSI, OR THE SHOWER 6: 12 SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION CONTROLLERS HHICH CONSERVE WATER. AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A 5HOWERHEAD. _ E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL 11 FF 1 11 1 11 11 1 1 1 11 1 1 1 1 11RIDG-1- LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. THE MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS A THROUGH E. THE CON57RUGTION MINIMUM FLOW RATE OF RE51DENTLAL LAVATORY FAUCETS SHALL NOT BE LE55 THAN 0.6 GALLONS PER MINUTE AT 20 PSI. 4.303.1.4.1 F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT IN GRADING AROUND THE BUILDING N07 LIMITED TO, CAULKING, TIN G D , ETC. WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY 4 SHALL BE AVAILABLE EXCEED 1.6 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY 24" I TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO I EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, 1 MUST DEFAULT TO A MAXIMUM FLOW 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE RATE OF 1.6 GALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUCETS ENFORCING AGENCY OR THIS CODE ry ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE A IDENTIFY THE CONSTRUCTION t DEMOLITION WA5TE MATERIALS TO BE DIVERTED REDUCTION. 4.9 05.1.4.4 ....., �..,... n OUTDOOR IRRIGATION CONTROLLERS 4.504.1: AUTOMATIC IRRIGATION 5YSTEM FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR I 1AV q CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER 4 INSTALLED AT THE TIME .i 1 4 LA n 01 w FUTURE USE OR SALE. OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: A CONTROLLERS SHALL BE HEATHER- OR SOIL M015TURE-15ASED CONTROLLERS B. SPECIFY IF CONSTRUCTION 4 DEMOLITION WASTE MATERIALS WILL BE SORTED THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' ON-SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). NEEDS AS WEATHER CONDITIONS CHANGE. I �i I B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A YO' J02 MATERIAL HILL BE TAKEN SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE -BASED CONTROLLERS --_lAAW ._ ..-..... 8 i ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. CONSTRUCTION 4 DEMOLITION WASTE GENERATED. MATERIAL _GONSERVATION_dRESOURG� EEEGIENG,': E SPECIFY THAT THE AMOUNT OF CONSTRVCTION 4 DEMOLITION WASTE MATERIALS 1.) RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, I lols I- 5'.:1 W01 q CONDUITS OR OTHER OPENINGS IN SOLEBOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH 4.) HASTE MANAGEMENT_ COMPANY: UTILIZE A WASTE MANAGEMENT COMPANY, _t 64. DOWNSPOUT CONNECT TO YARD DRAIN CRDERTRU55: TYPICAL 2000# 2000# 6.77 n� PROM 20.0' a IL a. 1a TYP. NON- a: u PRµ BEARING PITCH R___� WALL OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A 51MILAR METHOD CONNECT - - ----- INSULATION VALUES: COMPANY. AGHAP CONNECT TO 2'XS' 5.) WASTE STREAM REPVGTJON ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL ACCEPTABLE TO THE ENFORCING AGENCY. 4,406.1 TO 2"X PER 1 O/SD2 I R-38 ATTIC INSULATION HHICH DO NOT EXCEED FOUR (4) 165150. FT. OF THE BUILDING AREA SMALL MEET THE CA CKING THISI MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 2.) CONSTRUCIION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A 4,405.1. ATION. TRU556:12 6.) DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING b Y(6' POSTS EDGE NAIL ROOF MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION 4 DEMOLITION 5, SECTION 4,408.3 OR SECTION 4.406.4. 6 PLY AT DRAG A. SAMPLE FORMS FOUND IN'A GUIDE TO THE CALIFORNIA GREEN BUILDING BY LOMANCO OMNI SERIES OR EQ. HASTE IN ACCORDANCE HITH EITHER SECTION 4.406.2, 4.408.5 OR 4.406.4, OR MEET STANDARDS CODE (RESIDENTIALT LOCATED AT HWH.HCD.CAGOV/ CONT. G516 fSTRAP TYPICAL 24' TRUSS TI 4'x6" B. MIXED CONSTRUCTION 6 DEMOLITION DEBRIS (CQD) PROCE55OR5 CAN BE 1415 50FT-(55)51/2'X221/2'EAVEVENT5(4050INEACf4)-0.278 SOFT TOP PLATE PER f FINISHED GRADE BY CONSTRUCTION METALS OR EQUAL ORDINANCE. 4.400.1 < LANDING5: T) OMKATIONSL4AJNTENAIIGE.MANVAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, 2 X b' STUDS a 16"CIC BE 1 O/SD2, 51M. 90.15 TOTAL SOFT OF VENTS (NFVA) EXCEPTIONS: ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM A BUILDING: ' 4' CONCRETE SLAB A EXCAVATED SOIL 4 LAND -CLEARING DEBRIS. ARAE 7R_U55: / OJERFR� LING WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. CONNECfTO YARD 09AIN 2. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: ' �< rPER 3/502 SIM.,TYP A EQUIPMENT 4 APPLIANCES, INCLUDING WATER-5AVING DEVICES 4 SYSTEMS, ry NATURAL GRADE HVAC SYSTEMS, WATER -HEATING SYSTEMS 4 OTHER MAJOR APPLIANCES 4 GERTAINTEED_GEDARIMPRE5510N540 1500# 13 AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH SEE STRUCTURAL PA6E5 FOR DETAILS " 41 OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A 51MILAR METHOD CONNECT - - ----- INSULATION VALUES: COMPANY. GIRDER CONNECT TO 2'XS' 5.) WASTE STREAM REPVGTJON ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL ACCEPTABLE TO THE ENFORCING AGENCY. 4,406.1 COMBINED WEIGHT OF CONSTRUCTION 6 DEMOLITION HA5TE DISPOSED OF IN LANDFILLS, I R-38 ATTIC INSULATION HHICH DO NOT EXCEED FOUR (4) 165150. FT. OF THE BUILDING AREA SMALL MEET THE REGTANOLE GABLE END. VENT5 2.04 SOFT -(2)14"x24'CABLE END VENT (14150 IN EACH)• 1.021501-7 MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 2.) CONSTRUCIION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A 4,405.1. BY BUILDERS EDGE OR EQ. TRU556:12 6.) DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING b Y(6' POSTS EDGE NAIL ROOF MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION 4 DEMOLITION 5, SECTION 4,408.3 OR SECTION 4.406.4. 6 PLY AT DRAG A. SAMPLE FORMS FOUND IN'A GUIDE TO THE CALIFORNIA GREEN BUILDING BY LOMANCO OMNI SERIES OR EQ. HASTE IN ACCORDANCE HITH EITHER SECTION 4.406.2, 4.408.5 OR 4.406.4, OR MEET STANDARDS CODE (RESIDENTIALT LOCATED AT HWH.HCD.CAGOV/ INE' TALL V ABOVE PAVED AREAS. 15.42 SOFT OF UPPER NFVA TYPICAL 24' PITCH A MORE STRINGENT LOCAL CONSTRUCTION t DEMOLITION HASTE MANAGEMENT 3000# B. MIXED CONSTRUCTION 6 DEMOLITION DEBRIS (CQD) PROCE55OR5 CAN BE 1415 50FT-(55)51/2'X221/2'EAVEVENT5(4050INEACf4)-0.278 SOFT Lu CL LOCATED AT THE CALIFORNIA DEPARTMENT Of RESOURCES RECYCLING 4 FINISHED GRADE BY CONSTRUCTION METALS OR EQUAL ORDINANCE. 4.400.1 < LANDING5: T) OMKATIONSL4AJNTENAIIGE.MANVAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, 2 X b' STUDS a 16"CIC BE COMPACT DISC, WEB-BA5ED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE 90.15 TOTAL SOFT OF VENTS (NFVA) EXCEPTIONS: ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM A BUILDING: ' 4' CONCRETE SLAB A EXCAVATED SOIL 4 LAND -CLEARING DEBRIS. WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. CONNECfTO YARD 09AIN 2. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: B. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL A EQUIPMENT 4 APPLIANCES, INCLUDING WATER-5AVING DEVICES 4 SYSTEMS, ry NATURAL GRADE HVAC SYSTEMS, WATER -HEATING SYSTEMS 4 OTHER MAJOR APPLIANCES 4 GERTAINTEED_GEDARIMPRE5510N540 FOUNDATION DETAILS: 13 AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH SEE STRUCTURAL PA6E5 FOR DETAILS B. ROOF 4 YARD DRAINAGE, INCLUDING GUTTERS 4 DOWNSPOUTS. 41 ' I C. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS 4 AIR FILTERS FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 grypN I .102 999 THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE FELT OR OTHER APPROVED MATERIALS BEHIND E. WATER REUSE SYSTEMS. ALL TYPES OF EXTERIOR WALL FINISHES IS S. INFORMATION FROM LOCAL UTILITY, WATER 4 WASTE RECOVERY PROVIDERS ON - JOBSITE METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE CONTINUOUS PROGRAMS 4 LOCATIONS. CONTINUOUS RIDGE VENT G. THE ENFOROIN& A6ENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS RIDGE VENT N POSITIVE IMPACTS OF AN INTERIOR RELATIVE 5. EDUCATIONAL MATERIAL ON THE HUMIDITY BETWEEN 50-60 PERCENT 4 WHAT METHODS AN OCCUPANT MAY USE TO SECTION WHEN ISOLATED JOB 51TES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. _ 6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE 4 IRRIGATION DESIGN 1 6: 12 5.) GON5TRUCTON WASTE_ MANAGEMENT PLAN: SUBMIT A CONSTRUCTION WASTE CONTROLLERS HHICH CONSERVE WATER. CONTINUOUS _ _ 11 FF 1 11 1 11 11 1 1 1 11 1 1 1 1 11RIDG-1- FITCH MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS A THROUGH E. THE CON57RUGTION 6. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT IN GRADING AROUND THE BUILDING N07 LIMITED TO, CAULKING, TIN G D , ETC. WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY 4 SHALL BE AVAILABLE 24" I I DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 4.400.2 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE 1 z I I I ---------------- A IDENTIFY THE CONSTRUCTION t DEMOLITION WA5TE MATERIALS TO BE DIVERTED I ....., �..,... n YO FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR I 1AV q e .i 1 4 LA n 01 w FUTURE USE OR SALE. B. SPECIFY IF CONSTRUCTION 4 DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). I �i I G. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION 4 DEMOLITION WASTE YO' J02 MATERIAL HILL BE TAKEN D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF Y03 --_lAAW ._ ..-..... 8 i V1 Jul CONSTRUCTION 4 DEMOLITION WASTE GENERATED. E SPECIFY THAT THE AMOUNT OF CONSTRVCTION 4 DEMOLITION WASTE MATERIALS I lols I- 5'.:1 W01 q DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 4.) HASTE MANAGEMENT_ COMPANY: UTILIZE A WASTE MANAGEMENT COMPANY, 43 APPROVED BY THE ENFORCING AGENCY, HHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION 4 DEMOLITION WASTE 6"x 12" DF# 1 MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE: THE DOWNSPOUT - - - - - OHNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 ^ b - Z� 6� �j'BUTfECOUNPY0EVELOPM1.,IENTSEWCE6 DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT CONNECT - - ----- INSULATION VALUES: COMPANY. N YARD DRAIN CONNECT TO 2'XS' 5.) WASTE STREAM REPVGTJON ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL 'd ry COMBINED WEIGHT OF CONSTRUCTION 6 DEMOLITION HA5TE DISPOSED OF IN LANDFILLS, I R-38 ATTIC INSULATION HHICH DO NOT EXCEED FOUR (4) 165150. FT. OF THE BUILDING AREA SMALL MEET THE REGTANOLE GABLE END. VENT5 2.04 SOFT -(2)14"x24'CABLE END VENT (14150 IN EACH)• 1.021501-7 MINIMUM 50 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 6-0 4,405.1. BY BUILDERS EDGE OR EQ. ' R-2 1 WALL INSULATION 1 GARAGE DEMISING 6.) DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING b Y(6' POSTS EDGE NAIL ROOF AGENCY WHICH DEMONSTRATES COMPLIANCE WITH SECTION 4.400.2, ITEMS 1 THROUGH 5, SECTION 4,408.3 OR SECTION 4.406.4. 6 PLY AT DRAG A. SAMPLE FORMS FOUND IN'A GUIDE TO THE CALIFORNIA GREEN BUILDING BY LOMANCO OMNI SERIES OR EQ. TP U55 STANDARDS CODE (RESIDENTIALT LOCATED AT HWH.HCD.CAGOV/ INE' TALL V ABOVE PAVED AREAS. 15.42 SOFT OF UPPER NFVA CALGREEN.HTML MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH 24' THIS SECTION. B 3000# B. MIXED CONSTRUCTION 6 DEMOLITION DEBRIS (CQD) PROCE55OR5 CAN BE 1415 50FT-(55)51/2'X221/2'EAVEVENT5(4050INEACf4)-0.278 SOFT Lu CL LOCATED AT THE CALIFORNIA DEPARTMENT Of RESOURCES RECYCLING 4 FINISHED GRADE BY CONSTRUCTION METALS OR EQUAL RECOVERY(CALRECYOLE). < LANDING5: T) OMKATIONSL4AJNTENAIIGE.MANVAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, 2 X b' STUDS a 16"CIC BE COMPACT DISC, WEB-BA5ED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE 90.15 TOTAL SOFT OF VENTS (NFVA) < ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM A BUILDING: ' 4' CONCRETE SLAB 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. CONNECfTO YARD 09AIN 2. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: A EQUIPMENT 4 APPLIANCES, INCLUDING WATER-5AVING DEVICES 4 SYSTEMS, ry NATURAL GRADE HVAC SYSTEMS, WATER -HEATING SYSTEMS 4 OTHER MAJOR APPLIANCES 4 GERTAINTEED_GEDARIMPRE5510N540 FOUNDATION DETAILS: EQUIPMENT. ROUGH-5PLLT 5HAIGE-5IDING: SEE STRUCTURAL PA6E5 FOR DETAILS B. ROOF 4 YARD DRAINAGE, INCLUDING GUTTERS 4 DOWNSPOUTS. A MINIMUM OF ONE LAYER OF NO, 15 ASPHALT ' I C. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS 4 AIR FILTERS FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 grypN I .102 999 D. LANDSCAPE IRRIGATION SYSTEMS. FELT OR OTHER APPROVED MATERIALS BEHIND E. WATER REUSE SYSTEMS. ALL TYPES OF EXTERIOR WALL FINISHES IS S. INFORMATION FROM LOCAL UTILITY, WATER 4 WASTE RECOVERY PROVIDERS ON - METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE CONTINUOUS PROGRAMS 4 LOCATIONS. CONTINUOUS RIDGE VENT N R ARPOOL OPTIONS AVAILABLE IN THE AREA. 4. PUBLIC TRANSPORTATION G RIDGE VENT N POSITIVE IMPACTS OF AN INTERIOR RELATIVE 5. EDUCATIONAL MATERIAL ON THE HUMIDITY BETWEEN 50-60 PERCENT 4 WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE 4 IRRIGATION DESIGN 1 CONTROLLERS HHICH CONSERVE WATER. CONTINUOUS T. INSTRUCTIONS FOR MAINTAINING GUTTERS 4 DOWNSPOUTS 4 THE IMPORTANCE OF 11 FF 1 11 1 11 11 1 1 1 11 1 1 1 1 11RIDG-1- DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 6. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT IN GRADING AROUND THE BUILDING N07 LIMITED TO, CAULKING, TIN G D , ETC. AR ENERGY 1 INCENTIVE PROGRAMS 9. INFORMATION ABOUT STATE SOLAR 01 AVAILABLE 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE 1 z I I I ---------------- GIRDER -TRUSS GS 7 6 STRAP�(��ENGLH PER 1 O/SD2, 51M. DRA_GTRU55: 1500# I I o' MSTA30 STRAP CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 6.12 FITCH f6"X 1 2" DF#2 i MSTAA 18 STRAP (/ SM TO TOP PLATE MITER BEAMS it BEND LETA 15 STRAP AT TOP OUTSIDE FACE OF BEAMS 6'x 12' DF#2 OR LGE4Z BETTER, TYP. 6"Xb' POST ? 2 ry DOWNSPOUT CONNECT TO YARD DRAIN DOWN5POUT CONNECT TO YARD DRAIN COM PO5ITI O N_ROO F IMG - OVER 15# FELT OVER 1/2" GPX PLYWOOD OR OSB WITH 6dS AT b", 1 2" C/C. PITCH b / 12 ROOF VENTILATION: \ SEE ROOF PLAN 4 ROOF VENTILATION GALC5. I 6:12 PITGN m (L TYP. IRVER TRU55: TYPICAL MSIG�B SL>"AP_ PER 1O/SD2 ARCH E 1 30"x42" "MILE 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 CONNECTION5 BEFORE CONSTRUCTION BEISIN5. AFiIlI6 BY: (550)891-0585 19 _ YLAMORG VI.LLIY ROAD C4,=. CALPDXNIA 9S 915 LYNNE WTHB 20ATT.NET DOWNSPOUT CONNECT TO ENERGY GALC5 BY: YARD DRAIN ` � GOLDEN SUN -w zDE916N5 LCE4Z 107 MAX RAMIREZ - - ----- INSULATION VALUES: SD 4389 SOFT OF ATTIC --- A50 DIVIDED BY ISO CONNECT TO 2'XS' IF FF DOWNSPOUTS TYP. 29'26 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) I R-38 ATTIC INSULATION REGTANOLE GABLE END. VENT5 2.04 SOFT -(2)14"x24'CABLE END VENT (14150 IN EACH)• 1.021501-7 V 6-0 TYhIGAL U.N.O. BY BUILDERS EDGE OR EQ. ' R-2 1 WALL INSULATION 1 GARAGE DEMISING ' b Y(6' POSTS RID6EVENTS 15.56 SOFT - (101) LIN FT OR -4 RIDGE VENT (18.0 90 IN/LIN FT) • 0.125 SOFT/LIN FT $ 6 a L2 --------------------------- BY LOMANCO OMNI SERIES OR EQ. T0 �ttZ INE' TALL V ABOVE PAVED AREAS. 15.42 SOFT OF UPPER NFVA DR�1�7�R�5S: 24' RECTANGULAR EAVE VENTS B 3000# MM 1415 50FT-(55)51/2'X221/2'EAVEVENT5(4050INEACf4)-0.278 SOFT Lu CL Ul FINISHED GRADE BY CONSTRUCTION METALS OR EQUAL WE < LANDING5: I 14.19 SOFT OF LOWER NFVA 2 X b' STUDS a 16"CIC BE MORE 90.15 TOTAL SOFT OF VENTS (NFVA) < PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM A OR ' 4' CONCRETE SLAB DOWNhP_OUT CONNECfTO YARD 09AIN Jul ry NATURAL GRADE ., . GRAVEL FILL GERTAINTEED_GEDARIMPRE5510N540 FOUNDATION DETAILS: ROUGH-5PLLT 5HAIGE-5IDING: SEE STRUCTURAL PA6E5 FOR DETAILS I A MINIMUM OF ONE LAYER OF NO, 15 ASPHALT ' I FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 grypN I .102 999 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES IS REQUIRED. GIRDER -TRUSS GS 7 6 STRAP�(��ENGLH PER 1 O/SD2, 51M. DRA_GTRU55: 1500# I I o' MSTA30 STRAP CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 6.12 FITCH f6"X 1 2" DF#2 i MSTAA 18 STRAP (/ SM TO TOP PLATE MITER BEAMS it BEND LETA 15 STRAP AT TOP OUTSIDE FACE OF BEAMS 6'x 12' DF#2 OR LGE4Z BETTER, TYP. 6"Xb' POST ? 2 ry DOWNSPOUT CONNECT TO YARD DRAIN DOWN5POUT CONNECT TO YARD DRAIN COM PO5ITI O N_ROO F IMG - OVER 15# FELT OVER 1/2" GPX PLYWOOD OR OSB WITH 6dS AT b", 1 2" C/C. PITCH b / 12 ROOF VENTILATION: \ SEE ROOF PLAN 4 ROOF VENTILATION GALC5. I 6:12 PITGN m (L TYP. IRVER TRU55: TYPICAL MSIG�B SL>"AP_ PER 1O/SD2 ARCH E 1 30"x42" "MILE 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 CONNECTION5 BEFORE CONSTRUCTION BEISIN5. AFiIlI6 BY: (550)891-0585 19 _ YLAMORG VI.LLIY ROAD C4,=. CALPDXNIA 9S 915 LYNNE WTHB 20ATT.NET DOWNSPOUT CONNECT TO ENERGY GALC5 BY: YARD DRAIN ` � GOLDEN SUN -w zDE916N5 LCE4Z 107 MAX RAMIREZ D R9OF�J-AN�TRUGTURAL�`LOJES_ 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, a 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL BEAM TO BEAM, BEAM TO POST, AND P05T TO P05T TYP. SHEETS 5D 1-5D2 FOR ADDITIONAL INFORMATION. CONN'S WITH (2) 5T22 STRAPS MIN. AND A35 CLIPS, 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, U.N.O. PER PLAN AND DETAILS. TECO, OR PITTSBURGH RATED SHEATHING, SPAN -7•) ANY D15CREPANCIES BETWEEN FRAMING SHOWN AND RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS. FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT APPLIED WITH LONG DIMENSION ACROSS SUPPORTS TO THE ENGINEER OF RECORD. AND ADJACENT PANELS STAGGERED WITH 4' ENDS 8.) ALL EXP05ED FRAMING SHALL BE PRESSURE OFFSET 4'. EDGE NAIL WITH 8d COMMON OR TREATED WITH TREATMENT PROCESS AND APPLICATION EQUIVALENT (0.1 3 V DIA X 2 1/2") AT b" O.G. AT APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S ALL PANEL EDGE5, BOUNDARIES, GABLE ENDS, WRITTEN GUIDELINES. PITCH BLOCKING AND WHERE INDICATED ON PLAN. FIELD 9•) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER (� 2 NAIL AT 12" O.G. PROVIDE 1 /8" GAP AT ALL PANEL AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS =r4u:3i.h EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL L01"( MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD SCALE: 114"- 1'-O" SUPPORTS AT ABUTTING PANEL EDGES. AND BUILDING DEPARTMENT APPROVAL PRIOR TO 1 J RCONSTRUCTION.OOF COVERING SHALL BE COMPOSITION ROOFING. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY 2J ROOF PITCH SHALL BE 6:12, TYPICAL. OTHERS. 10.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING 5J ROOF OVERHANG SHALL BE 24" AT OVERHANG 4 24' 4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. AT GABLE ENDS, UNLESS OTHERWISE NOTED. #2 UNO. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY 5.) PROVIDE 4X P05T MIN. AT ALL BEAM AND GIRDER DISCREPANCIES. TRUSS BEARING POINTS AND CONTINUE IN WALL TC 1 1.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN FOUNDATION. COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. FA5CIA_4-61UT_TER: SD 4389 SOFT OF ATTIC --- A50 DIVIDED BY ISO CONNECT TO 2'XS' IF FF DOWNSPOUTS TYP. 29'26 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) . A 9' PLATE HEIGHT 24LROOF-011ERHANG REGTANOLE GABLE END. VENT5 2.04 SOFT -(2)14"x24'CABLE END VENT (14150 IN EACH)• 1.021501-7 V 6-0 TYhIGAL U.N.O. BY BUILDERS EDGE OR EQ. 3 GOATSLUGGO: APPLIED OVER 2 LAYERS b Y(6' POSTS RID6EVENTS 15.56 SOFT - (101) LIN FT OR -4 RIDGE VENT (18.0 90 IN/LIN FT) • 0.125 SOFT/LIN FT $ 6 a STUGGO-AIEEP_ ISOREE DS; BY LOMANCO OMNI SERIES OR EQ. T0 �ttZ INE' TALL V ABOVE PAVED AREAS. 15.42 SOFT OF UPPER NFVA DR�1�7�R�5S: 24' RECTANGULAR EAVE VENTS B 3000# MM 1415 50FT-(55)51/2'X221/2'EAVEVENT5(4050INEACf4)-0.278 SOFT Lu CL Ul FINISHED GRADE BY CONSTRUCTION METALS OR EQUAL WE < LANDING5: I 14.19 SOFT OF LOWER NFVA THE LANDING AT AN EXTERIOR DOOR WAY SHALL NOT BE MORE 90.15 TOTAL SOFT OF VENTS (NFVA) < PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM A OR SCREEN DOOR, DOES NOT 5NINa OVER THE LANDIN6. DOWNhP_OUT CONNECfTO YARD 09AIN Jul ry J02 D R9OF�J-AN�TRUGTURAL�`LOJES_ 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, a 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL BEAM TO BEAM, BEAM TO POST, AND P05T TO P05T TYP. SHEETS 5D 1-5D2 FOR ADDITIONAL INFORMATION. CONN'S WITH (2) 5T22 STRAPS MIN. AND A35 CLIPS, 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, U.N.O. PER PLAN AND DETAILS. TECO, OR PITTSBURGH RATED SHEATHING, SPAN -7•) ANY D15CREPANCIES BETWEEN FRAMING SHOWN AND RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS. FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT APPLIED WITH LONG DIMENSION ACROSS SUPPORTS TO THE ENGINEER OF RECORD. AND ADJACENT PANELS STAGGERED WITH 4' ENDS 8.) ALL EXP05ED FRAMING SHALL BE PRESSURE OFFSET 4'. EDGE NAIL WITH 8d COMMON OR TREATED WITH TREATMENT PROCESS AND APPLICATION EQUIVALENT (0.1 3 V DIA X 2 1/2") AT b" O.G. AT APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S ALL PANEL EDGE5, BOUNDARIES, GABLE ENDS, WRITTEN GUIDELINES. PITCH BLOCKING AND WHERE INDICATED ON PLAN. FIELD 9•) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER (� 2 NAIL AT 12" O.G. PROVIDE 1 /8" GAP AT ALL PANEL AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS =r4u:3i.h EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL L01"( MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD SCALE: 114"- 1'-O" SUPPORTS AT ABUTTING PANEL EDGES. AND BUILDING DEPARTMENT APPROVAL PRIOR TO 1 J RCONSTRUCTION.OOF COVERING SHALL BE COMPOSITION ROOFING. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY 2J ROOF PITCH SHALL BE 6:12, TYPICAL. OTHERS. 10.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING 5J ROOF OVERHANG SHALL BE 24" AT OVERHANG 4 24' 4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. AT GABLE ENDS, UNLESS OTHERWISE NOTED. #2 UNO. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY 5.) PROVIDE 4X P05T MIN. AT ALL BEAM AND GIRDER DISCREPANCIES. TRUSS BEARING POINTS AND CONTINUE IN WALL TC 1 1.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN FOUNDATION. COMPLIANCE WITH 2013 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 65M CONSTRUCTION FF, 1.4 MAX RAMIREZ - 60LI2EN SUN DESIGN - ENERGY CALCS G`^! GARETH MUNOZ 22169 SAMSON AVENUE, CORNING, CALIFORNIA 96021 4 PHONE: (590)591-0111 CELL 30 PHONE: (550)521-i242 CELL EMAIL ADDRE55: G5MtOY0u0Yah0O.COm P1� EMAIL ADDRE55: M4X®CadMamsZom u i I SII I 1, , _,.; 5UMMI 5TRUC URALDESI&N - STRUCTURALE 985 RIO LNOO AVENUE 11200,CHIGO, GA 95926 (550) 592-4401 HORK EMAIL ADDRESS: RylandeSummltChlco.com rsLLynn\Documents\Utlef X8 PIA7 Z: SAM I ME&HAN ROfT5CHALK 521-7281 HIS CELL ADDRE55: SRottecholkeSMell.Com GSM GONSTRUGTION (580) 591-01 1 1 1 O/-)/201 b THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. FA5CIA_4-61UT_TER: CONNECT TO 2'XS' IF FF DOWNSPOUTS p . A 9' PLATE HEIGHT 24LROOF-011ERHANG V 6-0 TYhIGAL U.N.O. 3 GOATSLUGGO: APPLIED OVER 2 LAYERS b Y(6' POSTS OF GRADE D PAPER $ 6 a STUGGO-AIEEP_ ISOREE DS; T0 �ttZ INE' TALL V ABOVE PAVED AREAS. V INSTALL 4" ABOVE SOIL I� B I MM W Lu CL Ul FINISHED GRADE N O WE < LANDING5: _ THE LANDING AT AN EXTERIOR DOOR WAY SHALL NOT BE MORE THAN 1.15 INCHES BELCH THE TOP OF THE THRESHOLD, < PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5NINa OVER THE LANDIN6. 65M CONSTRUCTION FF, 1.4 MAX RAMIREZ - 60LI2EN SUN DESIGN - ENERGY CALCS G`^! GARETH MUNOZ 22169 SAMSON AVENUE, CORNING, CALIFORNIA 96021 4 PHONE: (590)591-0111 CELL 30 PHONE: (550)521-i242 CELL EMAIL ADDRE55: G5MtOY0u0Yah0O.COm P1� EMAIL ADDRE55: M4X®CadMamsZom u i I SII I 1, , _,.; 5UMMI 5TRUC URALDESI&N - STRUCTURALE 985 RIO LNOO AVENUE 11200,CHIGO, GA 95926 (550) 592-4401 HORK EMAIL ADDRESS: RylandeSummltChlco.com rsLLynn\Documents\Utlef X8 PIA7 Z: SAM I ME&HAN ROfT5CHALK 521-7281 HIS CELL ADDRE55: SRottecholkeSMell.Com GSM GONSTRUGTION (580) 591-01 1 1 1 O/-)/201 b THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. m r IF FF wm p V 6-0 Z�=0� Q0 WN $ 6 a a a a ¢ m m m m m m m m m m m m m $ u U c05131 T0 �ttZ V I� I MM W Lu CL Ul N O WE < z _ lti 11.1 < N < W02 Jul J02 I ' I grypN I .102 999 I p I I m m I ....., �..,... n YO I 1AV q e .i 1 4 LA n 01 w �i YO' J02 ^ Y03 --_lAAW ._ ..-..... 8 i V1 Jul I lols I- 5'.:1 W01 q 43 o n n ^ b - Z� 6� �j'BUTfECOUNPY0EVELOPM1.,IENTSEWCE6 I _ V06 &�,� IVI .S# Z) ' o:REVIEWED FOR P06 .•.. 1\ If ri 9 XI .J L Jos (V Jot Jul I VO9 pp ' L I m ' � ... o ,:.-�(, • > > > I I Z11 PY_,- J02 v m I I Vi 1 e �_ -- -- - E03 41 X 'Jo2 - - -___._LLE V11 J13 E02i � o •A�=•==. J13 E02 x L4Y11 k I \ rz - E61 ». 600-00 7 6-0e15 I ' -. 01 - g F CO`L)C G( eJ.PLI ,i <Ci I _ DOy(5) FOR lsaoao J02 71 ❑ = MSH29V02 Joi 9 E 1 . 3 1 I I ■ = HHC26LT4 I11 .1 W02 _ G03D tl ._ _-.._ ... .d_ ° I i._. -:coz a = JUS24 i .*� o o -- iGOI • = THD26-2 = HU528-2 S 65M CONSTRUCTION FF, 1.4 MAX RAMIREZ - 60LI2EN SUN DESIGN - ENERGY CALCS G`^! GARETH MUNOZ 22169 SAMSON AVENUE, CORNING, CALIFORNIA 96021 4 PHONE: (590)591-0111 CELL 30 PHONE: (550)521-i242 CELL EMAIL ADDRE55: G5MtOY0u0Yah0O.COm P1� EMAIL ADDRE55: M4X®CadMamsZom u i I SII I 1, , _,.; 5UMMI 5TRUC URALDESI&N - STRUCTURALE 985 RIO LNOO AVENUE 11200,CHIGO, GA 95926 (550) 592-4401 HORK EMAIL ADDRESS: RylandeSummltChlco.com rsLLynn\Documents\Utlef X8 PIA7 Z: SAM I ME&HAN ROfT5CHALK 521-7281 HIS CELL ADDRE55: SRottecholkeSMell.Com GSM GONSTRUGTION (580) 591-01 1 1 1 O/-)/201 b THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. V J vwLLI LlY 43 Z 'D 7 Q � < 0 W � j O w o 0 zZ J W a O J W L>Nv�K LL LL vwv OO�j F_NVIRONKENTAL GZUALITY:_ SECTION 4501: MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT 1 WELL BEING OF A BUILDING'S INSTALLERS, OCCUPANTS NEI(SHBOR5. 1J FIREPLACES: 4.503.1 ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE 11 EM15SION LIMITS WHERE APPLICABLE WOODSTOVES, PELLET STOVES t FIREPLACES SHALL AL50 COMPLY WITH APPLICABLE LOCAL ORDINANCES. 2.) POLLUTANT CONTROL. 4.504.1 COVERING OF DUCT OPENINGS 1 PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE 1 UNTIL FINAL STARTUP OF THE HEATING, COOLING 4 VENTILATING EQUIPMENT, ALL DUCT 1 OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, 5HEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST 1 DEBRIS, WHICH MAY ENTER THE SYSTEM. 5.) FINISH MATERIAL POLLUTANT CONTROL: 4.504.2 FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. 4.504.2.1 ADHESIVES, 5EALANT5 t CAULKS. ADHESIVES, SEALANTS t CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWNG STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: A. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, 1 CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR 6CAQMD RULE 1 168 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS AL50 SHALL COMPLY WITH THE RULE 1 168 PROHIBITION ON THE USE OF CERTAIN TOXIC, COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERGHLOROETHYLENE t TRICHLOROETHYLENE), EXCEPT FOIA AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. B. AEROSOL ADHESIVES, t SMALLER UNIT SIZES OF ADHESIVES, t SEALANT OR CAULKING COMPOUND? (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND 1 DO NOT CONSIST OF MORE THAN 16 F N LVID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS / OTHER REQUIREMENTS INCLUDING PR HI O BITIONS ON USE CERTAIN TOXIC COMPOUNDS OF CALIFORNIA CODE OF REGULATIONS, TITLE 1 -!,COMMENCING WITH SECTION 94501.F 4.) PAINTS 4 COATINGS: 4.504.2.2 ARCHITECTURAL PAINTS COATINGS SHALL COMPLY WITH VOG LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.5, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.5 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS SLOES, AS DEFINED IN SU135ECTION5 4.21, 4.56,1 4,51 OF THE 2001 CALIFORNIA AIR RESOURCES BOARD, 5U6GESTED CONTROL MEASURE, t THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH &LOSS VOG LIMIT N TABLE 4.504.9 SHALL APPLY. 5J AEROSOL PAINTS t COATINGS: 4.504.2.3 AEROSOL PAINTS t COATINGS SHALL MEET THE PRODUC"T- WEIGHTED MIR LIMITS FOR ROC, IN SECTION 94522(A)(5) t OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS / OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C )(2) 1 (D)(2) OF CALIFORNIA CODE OF REGULATIONS, TITLE 11, COMMENDING WITH SECTION 94520; t IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOG BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 49. 6.) VERIFICATION: 4,504.2.4 VERIFICATION OF COMPLIANCE WITH THI5 SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED To. tHE FOLLOWING: A MANUFACTURER'S PRODUCT SPECIFICATION. B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 1.) CARPET SYSTEMS: 4.504.3 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING e PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWIN6: A. CARPET t RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. S. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,"STANDARD METHOD FOR THE TESTING It EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS; VERSION 1.1, FEBRUARY 2010 (AKA SPECIFICATION O 1350.) G. N5F/ANSI 140 AT THE GOLD LEVEL D. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAbETM SOLD. 8.) CARPET CUSHION: 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET 1 RUG INSTITUTE'S GREEN LABEL PROGRAM. 9.) CARPET ADHESIVE: 4.504.3.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 10.) RESILIENT FLOORING SYSTEMS: 4.504.4 WHERE RESILIENT FLOORING 15 INSTALLED, AT LEAST 60 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: A VOG EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR H16H PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS DATABASE. B. PRODUCTS COMPLIANT WITH GHP5 CRITERIA CERTIFIED UNDER THE GREENGUARD CHILDREN t SCHOOLS PROGRAM. G. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFGU FLOOR SCORE PROGRAM. D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH,'r TANDARD METHOD FOR THE TESTING t EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS' VERSION 1.1, FEBRUARY 201 O (AKA SPECIFICATION 01550). 1 1.) COMPOSITE WOOD PRODUCTS. 4.504.5 HARDWOOD PLYWOOD, PARTICLEBOARD t MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARE'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (11 CCR 93120 ET SEC.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5. 12J DOCUMENTATION: 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORGNG AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: A. PRODUCT CERTIFICATIONS ! SPECIFICATIONS. B. CHAIN OF CUSTODY CERTIFICATIONS. G. PRODUCT LABELED 1 INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE COR, TITLE 11, SECTION 93 120, ET SEG.). D. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS- 1 OR PS -2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN A51NZ5 2269 OR EUROPEAN 656 55 STANDARDS. E OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. 5ECTI0LI 4.505;JNTEKIOR-M-015IURE CONTROL- 15.) ONTROL15.) CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 1 9 OR CONCRETE SLAB -ON -GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDERY THE CALIFORNIAGAL RESIDENTIAL CODE CHAPTERS. SHALL ALSO COMPLY WITH THIS SECTION. 14J CAPILLARY BREAK: 4.505.2.1 A CAPILLARY BREAK SHALL BE IN TA E IN COMPLIANCE WITH AT L 5 LL D GO L GE LEAST ONE OF THE FOLLOWING: - A A 4 -INCH -THICK 101.6 RNRN BASE OF L/ IN H 1 MM R AR R AN R ! ) 2 G ( 21 ) O L GE GLE ASG ELATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE t A CONCRETE MIXESIGN HI H WI R R D W G LL ADDRESS BLEEDING SHRINKAGE, t CURLING SHALL BE USED. FOR ADDITIONAL INFORMATION SEP AMERICAN CONCRETE IN TITUTE, AGI 302.28- Ob. B. OTHER EQUIVALENT METHODS APPROVED BYH NF RCIN N T E E O GAGE AGENCY. G. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL 15.) MOISTURE CONTENT OF BUILDING MATERIALS: 4.505.5 BUILDING MATERIALS IT iLSIGNS F WATER DAMAGE SHALL NOT BE INSTALLED. WALL t FLOOR FRAMING SHALL NOT BE ENCLOSE], HHEN TIfE FRAMING MEMBERS EXCEED 1 9-P R NT R N G E GE MOISTU E CONTENT. MOISTURE CONTENT SHALL BE VERIFIELN COMPLIANCE WITH THE FOLLOWING: A 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY 1 SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THI5 CODE. B. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (b 10 MM) TO 4 FEET (12 1 9 MM) FROM THE 6RADE STAMPED END OF EACH PIECE TO BE VERIFIED. G. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL t FLOOR FRAMING WITH OGUMENT TI N ACCEPTABLE T ENFORCING TIME D A T GGE TABLE O THE E O GING AGENCY PROVIDED AT THE OF APPROVAL TO ENCLOSE THE WALL 1 FLOOR FRAMING. D. INSULATION PRODUCTS WHICH ARE VISIBLY NET OR HAVE A HIGH MOISTURE CONTENT SHALL 0E REPLACED OR ALLOWED TO DRY PRIOR TONG SUR N HAL R FLOOR E LO E I L O LOO CAVITIES. ITIES. WET - APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. SECTION 4.506nJNDOORAIR1iUALIT]L4-EXHAU5T- 1 6.) BATHROOM EXHAUST FANS, 4.506.1 EACH BATHROOM SHALL BE MECHANICALLY VENTILATED 1 SHALL COMPLY WITH THE F WIN L OLLO iS A. FANS SHALL BE ENERGY STAR COMPLIANT t BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONINS AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST LSE CONTROLLED BY A HUMIDITY CONTROL B. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF LESS THAN OR EQUAL TO 50 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDRY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC, MEANS OF ADJUSTMENT. C. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN 115 NOT REQUIRED TO BE INTEGRAL (IE. BUILT-IN). D. NOTES: FOR THE PURPOSES OF THIS SECTION, A BATHROOM 15 A ROOM WHICH CONTAINS A BATHTUB, SHOWER, OR TUB/SHOWER COMBINATION. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY GODS SECTION 4.501: -ENVIRONMENTAL COMFORT_ 11J HEATING 1 AIR-CONDITIONING SYSTEM DESIGN: 4301.2 HEATING t AIR-CONDITIONIN6 SYSTEMS SHALL BE SIZED, DESIGNED 1 HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: A. THE HEAT L055 1 HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J-2004 RESIDENTIAL LOAD CALCULATION ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN ( ), SOFTWARE OR METHODS. B. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ALGA 1 MANUAL D-2009 (RESIDENTIAL DUCT SYSTEMS) ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. G. SELECT HEATING 1 COOLING EQUIPMENT ACCORDING TO A1451/ACOA S MANUAL 5-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS ARE ACCEPTABLE.EXCEPTION: USE OF ALTERNATE DES16N TEMPERATURES NECESSARY TO ENSURE THE SYSTEMSMS FUNCTION INSTALLER d_5P_EVAL JNS GZORS:- INSTALLER, TRAINING: 102.1 HVAC SYSTEM INSTALLERS SHALL BE TRAINED t CERTIFIED IN THE PROPEL INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS / EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNC RTIFIED PERSONS MAY PERFORM HVAC, E INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION 1 RESPONSIBILITY OF APER SON TRAINED 1 GERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC TRAINING t CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS. 2. PUBLIC UTILITY TRAINING PROGRAMS. S. TRAINING PROGRAMS SPONSORED BY TRADE LABOR OR STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS. 4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS. 5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. SPECIALI145PEGTION: 102.2 WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE SPECIAL INSPECTORS SHA DEMONSTRATE COMPETENCE TSATISFACTION F TH NF RCIN LLD TE C ETE GE K HE EO E E N b AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO 8E PERFORMED.IN ADDITION TO OTHER CERTIFICATIONS OR QVALIFIGATIONS ACCEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING TOO QUALIFICATIONS OF A SPECIAL INSPECTOR: 1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER. 2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS. A HOME ENERGY AUDITORS. 5. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE. 4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. NOTES: 1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THI5 CODE- 2. ODE2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMIS51ON (CSC) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS). WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NEGE55ARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JC B FUNCTION, A5 DETERMINED BY THE LOCAL AGENCY. NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. DOCUMENTATION: 109.1 DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE INNER SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION 15 NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. A RESIDENTIAL MANDATORT MEASURES CHECKLIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT. SLONEYENEER�yER�^IOOD_SZUDS_®16' cLG: • ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING W/ ASTM C� 22b FOR TYPE 1 FELT, TO PROVIDE CONTINUOUS HATER -RESISTIVE BARRIER • ATTACH 2"x2" 0.0625 INCH ZING -COATED OR NON-METALNC COATED WIRE MESH o ATTACHED W/ 2" CORROSION -RESISTANT STEEL WIRE FLIPPING NAILS AT 4'6/c PROVIDING A MIN. OF 1.125' PENETRATICJN INTO EACH STUD 1 HITH BC ANNULAR THREADED NAILS AT B" C/a INTO TOP / BOTTOM PLATES OR W/ EQUIVALENT WIRE TIES. -THERE SHALL BE NOT LESS THAN 0.1 O55" ZING -COATED OR NONMETALLIC COATED WIRE, OR APPROVED EQUAL, AT'rAGHED TO THE STUD W/ A MIN. OF AN Ed ANNULAR THREADED W111- FOR EVERY 2 SQUARE FEET OF STONE VENEER THIS TIE SHALL BE A LOOP HAVING LEGS NOT LESS THAN 15" IN LENGTH, 50 BENT THAT IT WILL LIE IN THE STONE VENEER MORTAR JOINT. THE LAST V OF EACH HIRE LEG SHALL HAVE A RIGHT-ANGLE BEND. • 1"MIN. THICKNESS OF GEMENT GROUT SHALL BE PLACED BETWEEN THE BACKING 1 THE STONE VENEER CONTINUOUS RIDGE VENT COMPOSITION �OOFJNG_ LANDING5 THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7.15 MOVES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SHINS OVER THE LANDN6. CRC AS 11.5.]. CONTINUOUS RIDGE VENT TRU55E5_N3_24' CLC DESIGN 6 GALLS BY OTHERS CONTINUOUS RIDGE VENT TO REAR ELEVATION SCALE: 1/4"- 1'-O" GOMFOSITION_ROOFING OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 058 WITH 8C(5 AT 6", 12' G/G. PITCH b / 12 CONTINUOUS RIDGE VENT RIDGE VENT ROOF_VsNTILATION: SEE ROOF PLAN 1 ROOF VENTILATION GALLS. CONTINUOUS RIDGE VENT I I DDWN$PDUT LIGHT 1 Ov SFO 8 4026L5 OOWNSrOVT -L'6"T _ u6Hr 11 Y`Y II OUTDOOR LIGHTS: rjL''IIII MUST BE INGANDESGEI II 1T / 2640SH' 30405H W MANUALON-OFF IT - ON O FSW C A "H MOTION GO STUCCO: 3 T_ TU GO: 1 3 GOAT STUCCO• 3050SH 3050 H 5 - DETECTOR<PHOTO C ' LAYER ki APPLIED OVER ] CONTROL K K ■ ■ 9/4'TNIC APPLIED OVER] LAYERS OF GRADED PAPER. LAYERS OF 6RADE DPAPER 1"N6'TRIM --® KEYp11D_ FOR GARAGE STUCCO WEEP�GREEDS: DOOR OPENER, INSTALL V ABOVE PAVED AREAS. NO HB INSTALL 4-A5OVE SOIL. Hg - PRYER VENT HR H : G - _ C 15TMA51G. LS tR A NGS: TAINTEED MONOGRA SID THE LA OA5A _TNG: N PROVIDE OUTLET • A 1 T ELANDIN6 AT AN EXTERIOR DOORWAY SHALL NOT BE MORE MINIMUM OF ONE LAYER OF NO.15 ASPHALT FELT, L EL THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD,PROVIDED' LEFT -SIDE = E L`E V �T I O N THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN voort0 FRONT VOOFW TGHED OR OTHER APPROVED ASTM AERIALS TYPE (FELT DOES NOT SWIMS OVER THE LANDN6. GRG 8511.5.3. O FRONT DOOR OR OTHER APPROVED MATERIALS BEHIND ALL SCALE: 114'- 1'-0" TYPES OF EXTERIOR HALL FINISHES 15 REQUIRED. COMPOSITION ROOFING_ OVER 15• FELT OVER 1/2" GDX PLYWOOD OR 055 WITH 8Q5 AT 6", 1 2" C/C. PITCH 6 / 12 CONTINUOUS CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT ROOF VENTILATION: CONTINUOUS SEE ROOF PLAN I ROOF RIDGE VENT VENTILATION GALLS. CONTINUOUSRIDGE VEIN lJ L y RIDGE VENT _.�L_ _ � L TRV55E5 0,24! DEV GN ! GALLS B /C �` -_ ..__'.. _` y Y OTHERS - Lam{ _ -' i',-= -j - RIDGE VENT _ -i J -- 1. I r i TJ I _ _ -_. __ __.�--_-` -v� .-: -u_ - _- ._i Lam. 1 �� - CHRISTMAS LIGHTS: T - _ _ T .PROVIDE OUTLET 0 - -- - _ FASCIA 6 TT - FA_ SSU R: E --TOP PLATE SWITCHED _ _ CONNECT TO 7%3" •AFRONT DOOR - y..� r� - - - 1i -A _ 1 1 L �- L r �--''.--- - -DOWNSPOUTS r' - V TOP O W INDO W L16HT II0Y6FO 110v 6F0 LEG SERVICE: E T. 5 VI E 200 AMP ELECT. ------ 402685 DOWNSrOUT DOWIL"rOUT .SERVICE METER 48"H MIN, - 1 S MAK .3_ COAT_ STUCCO: 30405H 9/4' THICK, AFFLRD OVER ] _ ILECL _ LAYERS OF 6RADE D PAPER 11"xb" TRIM OUTDOOR LIGHTS: MUST BE INCANDESCENT W/ MANUAL ON-OFF SWITCH, MOTION DETECTOR t PHOTO CONTROL CHRISTMAS LIGHTS: PROVIDE OUTLET O TOP PLATE, III ITCHED O FRONT DOOR DOWNSPOUT 1 "x&" TRIM FINISHED GRADE 1,"Xb"TRIM CERTAINTEED_tONOGRAM® SIDING: A MINIMUM OF ONE LAYER OF NO.15 A51'HALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHE515 REQUIRED. SAFE A55 'IIII III ��:� III IIIII IIIII 11111'' I'lllll IIIII IIIII I FII- I IIIII COMPOSITION ROOFING. OVER 15# FELT OVER 1/2" CDX PLYWOOD OR 056 WITH 8?5 AT b", 12" O/0. PITCH 6 / 12 CONTINUOUS RIDGE VENT ----HVAC GOND,-VNIT: -- PROVIDE 220V ELECT. --- ___ DISCONNECT WITHIN 25'- ry SEE ENVIRONMENTAL _ QUALITY NOTE 15. GPO -- e `RIGH :5 aE V�TION< T I EEE _ 5GALE: 1/4"- l' -O" CONTINUOUS RIDGE VENT CONTINUOUS _�14'x24-� i I I I i I I I - � ��� ����� ����� �� ..: ♦ �� ����� IIIII ����� • _ • III IIIII ����� IIIII STUCCO L"IEEF 5GREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE SOIL. CONTINUOU5 RIDGE VENT TRUSSES ®_24' c/G DESIGN t GALG5 BY OTHERS MINIMUM OF ONE LAYER OF NO. 15 ASPHALT :LT, COMPLYING WITH ASTM D-226 FOR TYPE 1 :LT OR OTHER APPROVED MATERIALS BEHIND _L TYPES OF EXTERIOR WALL F1NI5HE515 EQUIRED. \5 mia i lla a•�� --110v SEDC DOWNSPOUT 202 A Al 11 III 1"xb"TRIM Dc 4"x4" POST OUTDOOR LIGHTS: LANDINGS: MUST BE INCANDESCENT H/ THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE MANUAL ON-OFF SWITCH, MOTION THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED DETECTOR I R, PHOTO CONTROL THE POOOTHER THAN AN EXTERIOR STORM OR SCREEN DOOR DOES NOT S W INS OVER THE LANDN6. CRO 8511.5.3. SCALE: 114* - 1'-O' LIGHT� 1 I�{rDOWNSPOVT NO 6FGI LANDING5: THE LANDING AT AN EXTERIOR DOOR WAY SNA,_ NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR 4TORM OR SCREEN DOOR, DOES NOT 5WIN6 OVER THE LANDING. C,RC RS 11.9.2. f CONTIUOU5 _id1 4X24' b'xb' POSTS LANDING5: THE LANDING AT AN EXTERIOR DOORWAY SMALL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THfE5HOLP. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WIN6 OVER THE LANDING. ORO R? 11.5.1 A 9' PLATE HEIGHT ntr / / EROSION CONTROL PLAN: 1.) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A CMP. PORTA- BUILDING PERMIT OR &RAPING PERMIT. �/ • •'• j2J THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION OTTY 1/ CONTROL Y pCATION 9.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN //01 OGT. 1 5TH t APR 1 5TH, WHEN RAIN IS FORECASTED. l9 4J 501L TRACKED OFF SITE INTO STREETS SHALLAN BE CLEARED 1 UP AT THE END OF EACH WORK DAY. / �s .•' \ 5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE tOVVI PRIOR TO A FORECASTED li r RAIN EVENT. h b.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 1 / / / • \ 'y, \ ADJUSTED ACCORDINGLY AS THE SITE CHANGES / AFTER RAIN C/ONGORIVE A. \ EVENTS. f N EROSION CONTROL MEASURES SHALL BE MAINTAINED. e. PCONCRETE SIGN AT WASHOUT: WASHING OF CONCRET QUIP l 4,'•\ GONGl�AINT� dOOLS AT ANY OTHER LAVATION THAN A DESIGNATED TILIT-I POLE / 4WA5HOUT gqOONGRETE WASHOUT IS A VIOLATION OF LAW 1 SUBJECT TO FI?lE / /H / • • / GONG. WALK PROPERTY -OWNER: SAM I MEGHAN ROTTSCHALK G C�T NEED TO UNDERGROUND P12OPANE TANK: 4 KEYSTONE COURT \\I ECCTRIC L SERVICE. \ \ 10' MIN. FROM BLDG CHICO. CALIFORNIA 95915 PHONE 530 521-1281 ! ) ti O ACTOR: -- R S CONT _ ✓/ 65M CONSTRUCTION L I 6ARETHMUNOZ EMITS / \ 1 852 YOSEMITE DRIVE TEMP ARI ST"IAI ROLLS rv5,_aocATl CHICO. CALIFORNIA 95928 II / law"O OAR eA L M ,` PH0NE(55O)591-0111 (N) CLEC, L SERVICE: �1o�er� euee i s y 5 P coN Ecr O PERGRouND SIIE ADDRE55: ELEC I L SER E '1- a /' o 'y 61 9 WALNUTSHIRE LANE / I (E) WELL HOUSE W/ EL ECT. SERVICE SDs'+ �, v ' p e, PHONEICO, (5 0) 521-RNIA 28 13 S, y�• / 3. PHONE (590) 521-1281 CON5LRUCTION_PERIOD: / / \ \ \ �j ��I • • • APMOX EN12: 4/15/201'1 COVER BARE \ \ \ \ \ SOILS W/ STRAW GRADING: \ THE LOT SHALL BE GRADED TO RAIN SURFACE AWAY FROM (N) FOUNDATION HA➢L5. THE &RADE SHALL FALL A MINIMUM OF N(AMCHES �L rg1�OP� NO SOILS WITHIN THE FIRST 10 FEET. CRC R4A1.5 FAQ • . ABANDO {D PROPERTY LINE \ \ STOCKPILE \ \ \\ \ \ / SEPPSIG_4_LEA M IE D: A d / AS PER BUTTE CO T E TH DEPARTMENT REQUI¢Et-ANT$. I ul'I r. / i H 0 n s b 6 J . 1 �. Y6 NORTH GAL6R NNO TE: GORING CONSjRUGTION, CNE OR MORE OF THE FOLLOWING MEASURES SHALL BEI CEMENTED TO Z R ' PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION 1 RETAIN 50 RUNOFF ON / AERETENTIONS SINS CIF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM NAT ON THE SITE. GA SCALE: 1" - 50' O" RIS CONVEYED D, A PUBLIC DRAINAGE L G D bE SYSTEM GO E B.) WHERE STORM TE COL -LECTION P NT DISPOSAL METHOD NATER HA GUTTER OR 51MIL , W TE SHALL BE FILTERED BY USE OF A BAR R SYSTEM, WATTLTT OTHER METHOD APPROVED BY THE ENFORCING AGENCY. 2689 SOFT RESIDENCE CJ COMPLIANCE WITH A LAWFULLY ENACTED STORM HATER MANAGEMENT ORDINANCE. METHODS TO -MANAGE S III HATER INCLUDE: SHALES, WATER COLLECTION AND DISPOSAL 86 b SOFT GARAGE SYSTEMS, FRENCH DRAINS. H TER RETENTION GARDENS t OTHER WATER MEASURES WHICH KEEP _854 SOFT PORCH SURFACE WATER AWAY FROMUILDINGS AND AID IN GROUNDWATER RECHARGE. / 4389 SOFT TOTAL SH 1• 44237 SOFT LOT „o yo 11 • �b \ y1 9.92% LOT COVERAGE h GOMF'051TION ROOFING_ OVER 15a FELT OVER 1/2" CONTINUOUS GDX PLYWOOD OR OSB WITH RIDGE VENT 6QS AT 6", 12" C/C. PITCH 6 / 12 CONTINUOUS RIDGE VENT VENT 1''x6" TRIM 5050 5H 30505H -- %<b" TRIM -- 'v1 F- N M mHaPOUT 6,e. • •i" • t4�. LIGHTu6HT W 0 T 3050SH 30505H El E ji1 b"X6" POSTS J Z ,,^^ YI 0 a LIGHT vOWNSPOUT u6HT COAT -STUCCO: 26305H 3/4" THICK, APPLIED OVER] 1 I LAYERS OF 6RADE D PAPER. � WEEP 5GREEDS: INSTALL 2" ABOVE PAVED AREAS. MB INSTALL 4m ABOVE 501E �m DOWNSPOUT ITE SAFE`_TY 5AF f GLASS DOOR 110v 6FQ 9 DorvNsrc NB u6HT 30505H 3050SH ■ 110v 6FGI0 6 6068 00 00 1 E SA Y EGEl 5 D 5 30505H ■ W 30505H ■ z I 30505H 30505H ■ 2868 LITESTUCCO SAFET CLAS LL aO505H 30505H IU I_ J 3050 H 5 2868 ° TTI FT W V N E E O O II NO $ O El 0 z X U � - ROOF -VENTILATION: ©UITE COUI\ITl' 0F'VE�ONAENTSERVICES = ww IL Q W d -1d W M GARAGE: U1 Q W W up F 866 SgFt ul LU I 1- COVERED d -- FASGU 4_GUTIERa PATIO: N d CONNECT TO 2"X9" 102 SgFt FRONT ELECT, SERYIGE; + L ^-LF. DOWNSPOUTS LANDING5 THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7.15 MOVES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SHINS OVER THE LANDN6. CRC AS 11.5.]. CONTINUOUS RIDGE VENT TRU55E5_N3_24' CLC DESIGN 6 GALLS BY OTHERS CONTINUOUS RIDGE VENT TO REAR ELEVATION SCALE: 1/4"- 1'-O" GOMFOSITION_ROOFING OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 058 WITH 8C(5 AT 6", 12' G/G. PITCH b / 12 CONTINUOUS RIDGE VENT RIDGE VENT ROOF_VsNTILATION: SEE ROOF PLAN 1 ROOF VENTILATION GALLS. CONTINUOUS RIDGE VENT I I DDWN$PDUT LIGHT 1 Ov SFO 8 4026L5 OOWNSrOVT -L'6"T _ u6Hr 11 Y`Y II OUTDOOR LIGHTS: rjL''IIII MUST BE INGANDESGEI II 1T / 2640SH' 30405H W MANUALON-OFF IT - ON O FSW C A "H MOTION GO STUCCO: 3 T_ TU GO: 1 3 GOAT STUCCO• 3050SH 3050 H 5 - DETECTOR<PHOTO C ' LAYER ki APPLIED OVER ] CONTROL K K ■ ■ 9/4'TNIC APPLIED OVER] LAYERS OF GRADED PAPER. LAYERS OF 6RADE DPAPER 1"N6'TRIM --® KEYp11D_ FOR GARAGE STUCCO WEEP�GREEDS: DOOR OPENER, INSTALL V ABOVE PAVED AREAS. NO HB INSTALL 4-A5OVE SOIL. Hg - PRYER VENT HR H : G - _ C 15TMA51G. LS tR A NGS: TAINTEED MONOGRA SID THE LA OA5A _TNG: N PROVIDE OUTLET • A 1 T ELANDIN6 AT AN EXTERIOR DOORWAY SHALL NOT BE MORE MINIMUM OF ONE LAYER OF NO.15 ASPHALT FELT, L EL THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD,PROVIDED' LEFT -SIDE = E L`E V �T I O N THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN voort0 FRONT VOOFW TGHED OR OTHER APPROVED ASTM AERIALS TYPE (FELT DOES NOT SWIMS OVER THE LANDN6. GRG 8511.5.3. O FRONT DOOR OR OTHER APPROVED MATERIALS BEHIND ALL SCALE: 114'- 1'-0" TYPES OF EXTERIOR HALL FINISHES 15 REQUIRED. COMPOSITION ROOFING_ OVER 15• FELT OVER 1/2" GDX PLYWOOD OR 055 WITH 8Q5 AT 6", 1 2" C/C. PITCH 6 / 12 CONTINUOUS CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT ROOF VENTILATION: CONTINUOUS SEE ROOF PLAN I ROOF RIDGE VENT VENTILATION GALLS. CONTINUOUSRIDGE VEIN lJ L y RIDGE VENT _.�L_ _ � L TRV55E5 0,24! DEV GN ! GALLS B /C �` -_ ..__'.. _` y Y OTHERS - Lam{ _ -' i',-= -j - RIDGE VENT _ -i J -- 1. I r i TJ I _ _ -_. __ __.�--_-` -v� .-: -u_ - _- ._i Lam. 1 �� - CHRISTMAS LIGHTS: T - _ _ T .PROVIDE OUTLET 0 - -- - _ FASCIA 6 TT - FA_ SSU R: E --TOP PLATE SWITCHED _ _ CONNECT TO 7%3" •AFRONT DOOR - y..� r� - - - 1i -A _ 1 1 L �- L r �--''.--- - -DOWNSPOUTS r' - V TOP O W INDO W L16HT II0Y6FO 110v 6F0 LEG SERVICE: E T. 5 VI E 200 AMP ELECT. ------ 402685 DOWNSrOUT DOWIL"rOUT .SERVICE METER 48"H MIN, - 1 S MAK .3_ COAT_ STUCCO: 30405H 9/4' THICK, AFFLRD OVER ] _ ILECL _ LAYERS OF 6RADE D PAPER 11"xb" TRIM OUTDOOR LIGHTS: MUST BE INCANDESCENT W/ MANUAL ON-OFF SWITCH, MOTION DETECTOR t PHOTO CONTROL CHRISTMAS LIGHTS: PROVIDE OUTLET O TOP PLATE, III ITCHED O FRONT DOOR DOWNSPOUT 1 "x&" TRIM FINISHED GRADE 1,"Xb"TRIM CERTAINTEED_tONOGRAM® SIDING: A MINIMUM OF ONE LAYER OF NO.15 A51'HALT FELT, COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHE515 REQUIRED. SAFE A55 'IIII III ��:� III IIIII IIIII 11111'' I'lllll IIIII IIIII I FII- I IIIII COMPOSITION ROOFING. OVER 15# FELT OVER 1/2" CDX PLYWOOD OR 056 WITH 8?5 AT b", 12" O/0. PITCH 6 / 12 CONTINUOUS RIDGE VENT ----HVAC GOND,-VNIT: -- PROVIDE 220V ELECT. --- ___ DISCONNECT WITHIN 25'- ry SEE ENVIRONMENTAL _ QUALITY NOTE 15. GPO -- e `RIGH :5 aE V�TION< T I EEE _ 5GALE: 1/4"- l' -O" CONTINUOUS RIDGE VENT CONTINUOUS _�14'x24-� i I I I i I I I - � ��� ����� ����� �� ..: ♦ �� ����� IIIII ����� • _ • III IIIII ����� IIIII STUCCO L"IEEF 5GREEDS: INSTALL 2" ABOVE PAVED AREAS. INSTALL 4" ABOVE SOIL. CONTINUOU5 RIDGE VENT TRUSSES ®_24' c/G DESIGN t GALG5 BY OTHERS MINIMUM OF ONE LAYER OF NO. 15 ASPHALT :LT, COMPLYING WITH ASTM D-226 FOR TYPE 1 :LT OR OTHER APPROVED MATERIALS BEHIND _L TYPES OF EXTERIOR WALL F1NI5HE515 EQUIRED. \5 mia i lla a•�� --110v SEDC DOWNSPOUT 202 A Al 11 III 1"xb"TRIM Dc 4"x4" POST OUTDOOR LIGHTS: LANDINGS: MUST BE INCANDESCENT H/ THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE MANUAL ON-OFF SWITCH, MOTION THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED DETECTOR I R, PHOTO CONTROL THE POOOTHER THAN AN EXTERIOR STORM OR SCREEN DOOR DOES NOT S W INS OVER THE LANDN6. CRO 8511.5.3. SCALE: 114* - 1'-O' LIGHT� 1 I�{rDOWNSPOVT NO 6FGI LANDING5: THE LANDING AT AN EXTERIOR DOOR WAY SNA,_ NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR 4TORM OR SCREEN DOOR, DOES NOT 5WIN6 OVER THE LANDING. C,RC RS 11.9.2. f CONTIUOU5 _id1 4X24' b'xb' POSTS LANDING5: THE LANDING AT AN EXTERIOR DOORWAY SMALL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THfE5HOLP. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5WIN6 OVER THE LANDING. ORO R? 11.5.1 A 9' PLATE HEIGHT ntr / / EROSION CONTROL PLAN: 1.) NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A CMP. PORTA- BUILDING PERMIT OR &RAPING PERMIT. �/ • •'• j2J THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION OTTY 1/ CONTROL Y pCATION 9.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN //01 OGT. 1 5TH t APR 1 5TH, WHEN RAIN IS FORECASTED. l9 4J 501L TRACKED OFF SITE INTO STREETS SHALLAN BE CLEARED 1 UP AT THE END OF EACH WORK DAY. / �s .•' \ 5.) INACTIVE SOIL STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE tOVVI PRIOR TO A FORECASTED li r RAIN EVENT. h b.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 1 / / / • \ 'y, \ ADJUSTED ACCORDINGLY AS THE SITE CHANGES / AFTER RAIN C/ONGORIVE A. \ EVENTS. f N EROSION CONTROL MEASURES SHALL BE MAINTAINED. e. PCONCRETE SIGN AT WASHOUT: WASHING OF CONCRET QUIP l 4,'•\ GONGl�AINT� dOOLS AT ANY OTHER LAVATION THAN A DESIGNATED TILIT-I POLE / 4WA5HOUT gqOONGRETE WASHOUT IS A VIOLATION OF LAW 1 SUBJECT TO FI?lE / /H / • • / GONG. WALK PROPERTY -OWNER: SAM I MEGHAN ROTTSCHALK G C�T NEED TO UNDERGROUND P12OPANE TANK: 4 KEYSTONE COURT \\I ECCTRIC L SERVICE. \ \ 10' MIN. FROM BLDG CHICO. CALIFORNIA 95915 PHONE 530 521-1281 ! ) ti O ACTOR: -- R S CONT _ ✓/ 65M CONSTRUCTION L I 6ARETHMUNOZ EMITS / \ 1 852 YOSEMITE DRIVE TEMP ARI ST"IAI ROLLS rv5,_aocATl CHICO. CALIFORNIA 95928 II / law"O OAR eA L M ,` PH0NE(55O)591-0111 (N) CLEC, L SERVICE: �1o�er� euee i s y 5 P coN Ecr O PERGRouND SIIE ADDRE55: ELEC I L SER E '1- a /' o 'y 61 9 WALNUTSHIRE LANE / I (E) WELL HOUSE W/ EL ECT. SERVICE SDs'+ �, v ' p e, PHONEICO, (5 0) 521-RNIA 28 13 S, y�• / 3. PHONE (590) 521-1281 CON5LRUCTION_PERIOD: / / \ \ \ �j ��I • • • APMOX EN12: 4/15/201'1 COVER BARE \ \ \ \ \ SOILS W/ STRAW GRADING: \ THE LOT SHALL BE GRADED TO RAIN SURFACE AWAY FROM (N) FOUNDATION HA➢L5. THE &RADE SHALL FALL A MINIMUM OF N(AMCHES �L rg1�OP� NO SOILS WITHIN THE FIRST 10 FEET. CRC R4A1.5 FAQ • . ABANDO {D PROPERTY LINE \ \ STOCKPILE \ \ \\ \ \ / SEPPSIG_4_LEA M IE D: A d / AS PER BUTTE CO T E TH DEPARTMENT REQUI¢Et-ANT$. I ul'I r. / i H 0 n s b 6 J . 1 �. Y6 NORTH GAL6R NNO TE: GORING CONSjRUGTION, CNE OR MORE OF THE FOLLOWING MEASURES SHALL BEI CEMENTED TO Z R ' PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION 1 RETAIN 50 RUNOFF ON / AERETENTIONS SINS CIF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM NAT ON THE SITE. GA SCALE: 1" - 50' O" RIS CONVEYED D, A PUBLIC DRAINAGE L G D bE SYSTEM GO E B.) WHERE STORM TE COL -LECTION P NT DISPOSAL METHOD NATER HA GUTTER OR 51MIL , W TE SHALL BE FILTERED BY USE OF A BAR R SYSTEM, WATTLTT OTHER METHOD APPROVED BY THE ENFORCING AGENCY. 2689 SOFT RESIDENCE CJ COMPLIANCE WITH A LAWFULLY ENACTED STORM HATER MANAGEMENT ORDINANCE. METHODS TO -MANAGE S III HATER INCLUDE: SHALES, WATER COLLECTION AND DISPOSAL 86 b SOFT GARAGE SYSTEMS, FRENCH DRAINS. H TER RETENTION GARDENS t OTHER WATER MEASURES WHICH KEEP _854 SOFT PORCH SURFACE WATER AWAY FROMUILDINGS AND AID IN GROUNDWATER RECHARGE. / 4389 SOFT TOTAL SH 1• 44237 SOFT LOT „o yo 11 • �b \ y1 9.92% LOT COVERAGE h GOMF'051TION ROOFING_ OVER 15a FELT OVER 1/2" CONTINUOUS GDX PLYWOOD OR OSB WITH RIDGE VENT 6QS AT 6", 12" C/C. PITCH 6 / 12 CONTINUOUS RIDGE VENT VENT 1''x6" TRIM 5050 5H 30505H -- %<b" TRIM -- 'v1 F- N M =;0%a.gip 6,e. • •i" • t4�. } ION GARETHMUNOZMHONE! S 1 GULL EMAILPHONE! SISMtoYou6Y BODCDm X221 B9 SAMSON AVENUE, CORNING, CAL � PHONE: (590) 521-1 42 DELL EMAILADDRE55: MawsCedMAme.com 30505H III 1113050SH ARCH E 1 30"x42" WHILE EVERY ATTEMPT HAS BEEN MADE M THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BOLDING CONTRACTOR / NOME OWNER TO REVIEW AND VERIFY ALL PMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BE6N5. PRAFmra IS, ''''�jY'/ Nn (330)091-0505 19 rcAM°RE VAuer Rego C"noe, GALF°RMA 93913 LYNMeMITN520ATT.NCT CNCR6Y GALCB BY: QISOLDCN BUN I �DE516NB A VIII"` MAX RAMIREZ i rl s 1 GSM' CONSTRUCTION (s 50) 541-01 1 1 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. ^� I 4J z J I F- N M r W 0 T J Z ,,^^ YI O Lu W �m a Y d T- W J z I v LL QQ IU I_ J -1 W V N O O II NO $ O 0 z X U � - ROOF -VENTILATION: ©UITE COUI\ITl' 0F'VE�ONAENTSERVICES = ww IL Q W d -1d W M GARAGE: U1 Q W W up F 866 SgFt ul LU I 1- COVERED d -- FASGU 4_GUTIERa PATIO: N d CONNECT TO 2"X9" 102 SgFt FRONT ELECT, SERYIGE; + L ^-LF. DOWNSPOUTS _ T-32 SgFt REAR ^� I 4J z J I 10/'V201 b SCALE: 1"xb" TRIM SHOWN FOR CODE C0%`!T-LlAN"rHIS o SHEET J HVAC_COND_VNIT-. CI=RTAINTEED_MCNO6RAM0 SIDING; /t PROVIDE 220v ELECT. A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, fi.{ DISCONNECT WITHIN 25'. COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT SEE ENVIRONMENTAL OR OTHER APPROVED MATERIALS BEHIND ALL QUALITY NOTE 19. TYPES OF EXTERIOR WALL FINISHES 15 REQUIRED. O COPYRIGHT 2016 NER6Y GALG5 SUMMI 5TRUCTORALVE516N STRUC URAL ENSIN ER G\VSere\Lynn\Dooumente\ChiCXB Plane\Sam t Me haROLbcM1alk\ROttechaIk Rag dence.layout LYNN SMITH -DRAFTING 7RNIA 96021 RIO LINDA AVENUE •200, CHICO, GA 95926 OWNER: SAM 1 MEGHAN POII ��M� 199 SYCAMORE VALLEY ROAD, (55 (550) 592-4401 WORK (590) 521-1281 HIS CELL M INTIII CHICO, CA 93919 EMAIL ADDRESS: Ryland65UmmILGhICo.Com EMAIL ADDRESS: SROLte CM1aINa6M61LCOm r..o, •`,:am (590) 891-OSBS WORK F- N W 0 J Z Lu W Q W FtaIL � IU I_ J O II Wd U PERMIT ✓r w l�j - ROOF -VENTILATION: ©UITE COUI\ITl' 0F'VE�ONAENTSERVICES LIVABLE: SEE ROOF PLAN/ROOFRE Co® vIEWED FOR VENTII-ATION GALLS. C,�(�' PCI% 2669 SgFt TOTAL - E � GARAGE: OATr-� _ 1 C ( 866 SgFt - COVERED -- FASGU 4_GUTIERa PATIO: CONNECT TO 2"X9" 102 SgFt FRONT ELECT, SERYIGE; + L ^-LF. DOWNSPOUTS _ T-32 SgFt REAR 200 AMP ELECT. `Y- SERVICE METER L -LI-- 634 SgFt TOTAL 48"H MIN. -1 S"MAX. - L_ 9' PLAN DATE: DOWNSPOUT 10/'V201 b SCALE: 1"xb" TRIM SHOWN FOR CODE C0%`!T-LlAN"rHIS o SHEET J HVAC_COND_VNIT-. CI=RTAINTEED_MCNO6RAM0 SIDING; /t PROVIDE 220v ELECT. A MINIMUM OF ONE LAYER OF NO. 1 5 ASPHALT FELT, fi.{ DISCONNECT WITHIN 25'. COMPLYING WITH ASTM D-226 FOR TYPE 1 FELT SEE ENVIRONMENTAL OR OTHER APPROVED MATERIALS BEHIND ALL QUALITY NOTE 19. TYPES OF EXTERIOR WALL FINISHES 15 REQUIRED. O COPYRIGHT 2016 NER6Y GALG5 SUMMI 5TRUCTORALVE516N STRUC URAL ENSIN ER G\VSere\Lynn\Dooumente\ChiCXB Plane\Sam t Me haROLbcM1alk\ROttechaIk Rag dence.layout LYNN SMITH -DRAFTING 7RNIA 96021 RIO LINDA AVENUE •200, CHICO, GA 95926 OWNER: SAM 1 MEGHAN POII ��M� 199 SYCAMORE VALLEY ROAD, (55 (550) 592-4401 WORK (590) 521-1281 HIS CELL M INTIII CHICO, CA 93919 EMAIL ADDRESS: Ryland65UmmILGhICo.Com EMAIL ADDRESS: SROLte CM1aINa6M61LCOm r..o, •`,:am (590) 891-OSBS WORK L moi. I EXTERIORLIGHT5: SEE NOTE 90. EXTERIOR RECEPTACLES: SEE NOTE 29. ALT_ELEGT. SERVICE 200 AMP SERVICE 56' TO DOOR/WINDOW. NOT • B.P. OR CLOSET. NO VENT NAN I OV, 9N. 46'H MIN. -'15* MAX 'CONFIRM LOCATION` GFCI CHRISTMAS LIGHT -RECEPTACLES: SEE NOTE 91. EXTERIOR\ SEE NOTE 50. JETTED TUBS: PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR PROVIDE A GFCI BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. BATHROOM RECEPTACLES: SEE NOTE 20. BATHROOM LIGHTS: SEE NOTE 21. BATHROOM EXHAUST FANS: SEE NOTE 29. TUB OR SHOWER FIXTURES: SEE NOTE 22. TOILET ROOM: SEE NOTE 25. WHOLE HOUSE VENTILATION: THE LAUNDRY EXHAUST FAN TO BE USED FOR THE WHOLE HOUSE VENTILATION REQUIREMENTS. SEE NOTE 24. LAVNDRYROOM_RECEPTACLES: SEE NOTE IS. DRYER _OUTLET: SEE NOTE 11. GFCI PROTECTION ON COUNTERTOP RECEPTACLE WITHINS' OF LAUNDRY SINK. GFCI 6411 2 TUBE 64W 2 TUBE GFCI "IVF 64W 64W TUBE_ - - 2 TUBE qW LED. EXHAU57FAN: SEE NOTE 9. ACANC` 1.4. SENSOR VACANCY SENSOR NOTE 5. ( t'1/LIGHT: NOTE 7. NOTE 10. EXHAUST.FAN: 64w SEE NOTE q. 2 TUBE 9x4 /BE, qW e qry LED. qW LED. CLOSETS: SEE NOTE 1 q. IN LED. O EXTERIOR LIGHTS: SEE NOTE 50. P GFGI EXTERIOR 9ECEPTAGLE5: SEE NOTE 2q. EXTERIOR LIGHTS: SEE NOTE 50. EXTERI R LIGHTS: �� -- SEE NO 30. EXTERIOR RECEPTACLES: SEE NOTE 29. GFCI We I FAM E NOTEIGNT: \ GFC qW LED. -IN h WV L -E D A 4 LED. D. 9W G KITCHEN -LIGHTING: q B . FAN ri/LIGHT: SEE NOTE 12.5 EE NOTE 1. 15LAND OR-rENINSVLA: SEE NOTE 13. q7 `, SMALLAPPLIANCES.IRGUrT5:. SEE NOTE 14. q F COUNTERTOP RECEPTACLES: qW SEE NOTE 15. LED. q� LAI_ -NOTE 5. ERS: DOOR CHINE SEE Nee g, LOCATION / RECEPTACLE SEP ALON: SYMBOL aESGRIPTIO►I GARAGE FIRE 13 O-AVComml ELECTRICAL METER, GAS METER, SUBPANEL, DOOR GRIME, C100R BELL, THERMOSTAT, HOME ALARM - 2 TUBE / 4 AV CONTROL iY 988 o o GO/SMOKE, SMOKE t CO VETECTORS Luminaire Type High Efficacy *X*H CEILING FANS 15 x O = O ® q x q = 81 ® X EXHAUST, EXHAUST NEAT LAMP, EXHAUST W/LILIGHT, EXHAUST W/ LIGHT 1 HEAT 4 BULB FL_ STRIP Yes X No 56 x O = O 2 BULB FL STRIP Yes X No 28 x O = O rvALL EXHAUST 2 x O = O 4 C5�C5 / ESE �C6�Cr� n '-r' GABLE, GAT 5, CATS W/TV,:CATSE, CAT&, GAT7, PHONE 4 TV JAOKS TOE KICK Yes X No AFCO� ^ ,Fw WP � GFC}- GFI ^ T UI -Ty UriU TTI T� yiip p1'1p (YI') C- s� j jYTD 1 10 VOLT: AFCI, LOW VOLTAGE, DUPLEX, DUPLEX SPLIT WIRED, PUPLEX WEATHERPROOF, 6FGI, GFI, c2UADRAPLEX, SINGLE, DUPLEX W/ 5 WITCFl SINGLE W/ 5 W ITCH, TRIPLEX, TRIPLEX SPLIT W IRED x - fp220 VOLT, THREE PHASE WP CG� CW DIN a_ cT� M_ R� QT�F(p ( �j� 7� T9 p� �9 DRYER, WA5HER, DISHWA5HER, ELECTRIC RANGE, 6A5 GOOKTOP, HOPD W/ VENT, MICROWAVE, REFRIGERATOR, SAUNA, STEAM, TOWEL INARMER. TRASH COMPACTOR, DISPOSAL HIRLPOOL I GARBAGE D� 4� � � AKL� ML � OC+ 5NITGHES: AUTOMATIC, DCOR, 4 WAY, AUDIO CONTROL, KEY OPERATED, LOW RC` DM$ 3$ 3DM$ T` wP$ WLL $�j VOLTAGE, MULTI LIGHT, 0,CCUPANCY SENSOR, REMOTE CONTROL, SINGLE POLE, SINGLE POLE W/ DIMMER, 3 NAY, 3 WAY DIMMER, TIMER 4 WEATHERPROOF t, VATOUTLET WALL MOUNTED VACUUM SYSTEM O 8 ® CABINET210UNTED; PUCK, RECTANGULAR, ROUNDED t TOE KICK LIGHTING "^CEILING MOUNTED, DUAL SPOT, TRIPOD ® ® SPOT. 6- RECESSED, HEAT LAMP, LOW VOLTAGE, 2' MINI 4 4' RECESSED fJj�N "•" LOIN CHANDELIER, ELEGANP PENDANT, O RAINDROP CHANDENER / SCROLL CiHANDEHIER FOR CEILING (PADDLE) FANS PER CEG SECTION 914.27 (A) /(D). BOWL PENDANT CHANDELIER ROUND PENDANT CHANDELIER, CONTEMPORARY 6.) 101HOLE-HOV5EFAN5: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) BOWL CHANDELIER, MOROCrO PENDANT CHANDELIER, PRARIE PENDANT CHANDELIER I SCROLL BOWL PENDANT WHICH CLOSE WHEN THE FAN IS OFF. CHANDELIER 4#00D 00 � 24) WHOLEPOLDING VEHTJLATIOR ONE OF THE BATHROOM EXHAUST FANS, AS 0 O O 9 DOWN LIGHTS, ARTS 1 GRAFTS 0 CHANDELIER, BOWL CHANDELIER, CANDELABRA CHANDELIER, CONTEMPORARY CHANDELIER, CRAFTSMAN CHANDELIER, CRYSTAL CHANDELIER, DOVER CHANDELIER, FRANKLIN TRIPLE, RING CHANDELIER, e SEASIDE CHANDELIER, SHADED CANDELABRA, SUSPENSION, TORCH o e CHANDELIER, TRACK CHANDELIER, TRIPLE CLASSIC, VINTAGE CHANDELIER, WEIGHTED CHANDELIER, WEIGHTED DOUBLE CHANDELIER, WROUGHT IRON CANDELABRA t WROUGHT IRON CHANDELIER, &)<LoO o C.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING 1 1.) S PROVIDE 200 AMP. VERIFY LOCATION OF MAIN t EMERGENCY EXIT LIGHTING / EXIT SIGNS SUBB PANEL PANEL. 25.) TOILET-IROOMSL INSTALL FLUORESCENT OR OTHER C.E.O. APPROVED LIGHTING KITCHEN, PANTRY d DINING AREAS: SURFACE MOUNTED FLUORESCENT LIGHTING: 2 1'x48' (4) TUBE FIXTURE, 24"(2) TUBE FIXTURE, 46"(2) TUBE FIXTURE t 96'(2) TUBE FIXTURE RECESSED FLUORESCENTS: 51MILIAR W/ R' IN FIXTURE. u &A GARAGE: ARE BE HIEN EFFICACY DEFINED IN TABLE 150-G. GARAGE REGEP.TA_GLES ARE REQUIRED TO BE 6FGI PROTECTED. LIGHT 13J AN R PROVIDE COUNTERTOP RECEPTACLE AT THE SWITCH TO HAVE VACANCY SENSOR- LIGHTS TO BE H16H EFFICACY. HANGING FLUORESCENT LIGHTING: LONG SHOP LIGHT 4 SHORT SHOP LI6HT 27J GARAGE FIREWALL: PROVIDE A 24' SEPARATION BETWEEN RECEPTACLE / ® O ❑OOOO BOLLARD,BOX OI)TDOORPATH LIGH'EINC CYLINDRIC AL BOLLARD, LAMP, FLARE, PATH LIGHT, PATH LIGHT - W IDE BRIM, SPOT LIGHT, TULIP - SMALL t TULIP LAMP y� �AA pp��A�� �,T-AA A,,m,,QQ1���, O . e ❑ f0-bF.0-7,H) OUTDOOR STREET IG: iJ ��LV ��//��111 ��LLYY T ® � ® ADORN LAMP, BOX LAMP, COLONIAL 9 P, COL LAMPS, COLONIAL LAMP, AIR LAMP, GLOBE LAMP,ORNATE LAMP, SPHERICAL LAMP t STREET LANTERN _� GOOSENECK TRACK -LIGHTING: BASIL 8A51G DUAL RAIL TRACK, TRACK. RAIL TRACK, TRACK .2, 0d CHANDELIER t TRACK LIGHTING HEAD ® n ^ n ^ VARIOUS �j �W Vg/ NALL_MOUNTED LIGNiING; SCONCES, SEMI -FLUSH MOUNTED LIGHTS, DUAL FLOOD, DUAL SPOT, GOOSENECK DOUBLE SCONCE, GOOSENECK TRIPLE SCONCE, SINGLE FLOOD t MOTION SENSOR FLOOD 2 q) EXTERIORJRECEPTAICLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI LIGHT -BARS: LIGHT BAR HORIZONTAL PROTECTED. GEC ART. 210.8(3). / LIGHT BAR VERTICAL, L moi. I EXTERIORLIGHT5: SEE NOTE 90. EXTERIOR RECEPTACLES: SEE NOTE 29. ALT_ELEGT. SERVICE 200 AMP SERVICE 56' TO DOOR/WINDOW. NOT • B.P. OR CLOSET. NO VENT NAN I OV, 9N. 46'H MIN. -'15* MAX 'CONFIRM LOCATION` GFCI CHRISTMAS LIGHT -RECEPTACLES: SEE NOTE 91. EXTERIOR\ SEE NOTE 50. JETTED TUBS: PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR PROVIDE A GFCI BREAKER ON A INDIVIDUAL BRANCH CIRCUIT. BATHROOM RECEPTACLES: SEE NOTE 20. BATHROOM LIGHTS: SEE NOTE 21. BATHROOM EXHAUST FANS: SEE NOTE 29. TUB OR SHOWER FIXTURES: SEE NOTE 22. TOILET ROOM: SEE NOTE 25. WHOLE HOUSE VENTILATION: THE LAUNDRY EXHAUST FAN TO BE USED FOR THE WHOLE HOUSE VENTILATION REQUIREMENTS. SEE NOTE 24. LAVNDRYROOM_RECEPTACLES: SEE NOTE IS. DRYER _OUTLET: SEE NOTE 11. GFCI PROTECTION ON COUNTERTOP RECEPTACLE WITHINS' OF LAUNDRY SINK. GFCI 6411 2 TUBE 64W 2 TUBE GFCI "IVF 64W 64W TUBE_ - - 2 TUBE qW LED. EXHAU57FAN: SEE NOTE 9. ACANC` 1.4. SENSOR VACANCY SENSOR NOTE 5. ( t'1/LIGHT: NOTE 7. NOTE 10. EXHAUST.FAN: 64w SEE NOTE q. 2 TUBE 9x4 /BE, qW e qry LED. qW LED. CLOSETS: SEE NOTE 1 q. IN LED. O EXTERIOR LIGHTS: SEE NOTE 50. P GFGI EXTERIOR 9ECEPTAGLE5: SEE NOTE 2q. EXTERIOR LIGHTS: SEE NOTE 50. EXTERI R LIGHTS: �� -- SEE NO 30. EXTERIOR RECEPTACLES: SEE NOTE 29. GFCI We I FAM E NOTEIGNT: \ GFC qW LED. -IN h WV L -E D A 4 LED. D. 9W G KITCHEN -LIGHTING: q B . FAN ri/LIGHT: SEE NOTE 12.5 EE NOTE 1. 15LAND OR-rENINSVLA: SEE NOTE 13. q7 `, SMALLAPPLIANCES.IRGUrT5:. SEE NOTE 14. q F COUNTERTOP RECEPTACLES: qW SEE NOTE 15. LED. q� LAI_ -NOTE 5. ERS: DOOR CHINE SEE Nee g, LOCATION SEE NOTE 26. / RECEPTACLE SEP ALON: SEE NOTE 25. Date GARAGE FIRE LL: SEE NOTE 64W - 2 TUBE / Luminaires that are not high efficacy must be switched separately. iY efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Luminaire Type High Efficacy 'Watts x 'Ouarltitl = High Efficacy Watts or Other Watts 6'L F -D. GAN Yes X PJo 15 x O = O 4' L.ED. CAN Yes X No q x q = 81 2' L.ED.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 O = O SEE NOTE 26. / RECEPTACLE SEP ALON: SEE NOTE 25. Date GARAGE FIRE LL: SEE NOTE 64W installed luminaires in the kitchen must be in liminaires that are high 2 TUBE / Luminaires that are not high efficacy must be switched separately. 64W 2 TUBE CHRI5TMA5 SEE NOTE 51. 64W 2 TUBE qW LED - q" L.E.D. SEE 147 29. DOORBELL LOCATION EXTERIOR LIGHTS: SEE NOTE S(j. SMOKELG.O.ALARM5: 'U' 'W4\ SEE NOTE 1 B. 9W / © M. 1 9W O TE 7A'G LED. SE NOTE B. (IT) r SEE NOTE NOTE: V GFC, I PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHES I THEIR ACCESSORIES. CENTER OF 641K THE SUB PANEL GRIP NOT MORE THAN 6'-7- / G RI5TMA5 LI6HTJRECEPTAGLE5: GF2 TUBE ABOVE FLOOR LEG 404.6 BE NOTE 91. - CJ.� NOTE: - a1i� LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSE5.5WRCHE5 C THEIR ACCESSORIES TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. / NOTE: / _ COMPLY WITH CEO, ARTICLE 250 REQUIREMENTS FOR GROUNDING 1 BONDING. / 1 NOTE: ALL LIGHTING SHALL BE HIGH EFFICACY. ARC_-fAULTUSR4UNP-FAULT.CIRCWT-INTERRUP_IER PROTECTION: SEE NOTE 2. TAMPER-RESISYANT-RECEPTACLES: SEE NOTE S. GFCI wP GFcI RECEPTACLE. LgGATIONS: GFCI I I SEE NOTE 4. / r / G RISTMA5 LIGHT REGE AGLES: - _ - - 5E NOTE 51. i SEE NOTE 90. EXTERIOR LIGHTS: EV_CHARGERS:EXTERIOR GHT5: SEE NOTE 90. A LISTED RACEWAY SHALL BE INSTALLED TO ACCCgMMODATE A DEDICATED 208/240 -VOLT BRANCH CIRCUIT WHICH SHALL ORIGINATE AT THE MAIN SERVICE OR SUB PANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE TO FACILITATE THE FUTURE INSTALLATION AND USE OF ELECTRIC VEHICLE (EV) CHARGERS. THE RACEWAY SHALL NOT BE LESS THAN 1 INCH INSIDE DIAMETER AND SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREAS AND 5PAGES. THE SERVICE PANEL AND/OR 5UBPANEL 514ALL PROVIDE CAPACITY T LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS. 2 DUCT SIZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - 70 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 1 80 CFM NUMBER OF KITCHENS - 1 DUCT SIZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 2286 GFM WHOLE HOUSE FAN ,DUCT SIZE - (2) 16 INCH MAX-ALL01I DUGTT_I_ENGZH - NOJ-IMIT Of an - FAN FLOW RATE (Gfm) Afloor - CONDITIONED FLOOR AREA Nbr __NUMBER OF BEDROOM5L IN 1) Qfan - (0.01 X Afloor) + (7.5 x (Nbr + 1)) Qfan-(26.q) + (7.5X(4+1)) Qfan - 26.9 + 37.5 Of an - 64.4 (ROUNDED TO.65 CFM) _ O INSTALL A 40 -AMPERE CATION - _ _ _ _ MINIMUM BRANCH CIRCUIT. THE RACEWAY TERMINATION LOSHALL BE -� PERMANENTLY AND VISIBLY MARKED AS 'EV CAPABLE. CALGREEN SEG. 4.106.4.1 GIE�65M CONSTRUCTION GARETH MUNOZ PHONE: (530)591-0111 CELL EMAILADDRE55: GSML0YOUCY0hOOz0m IMM4 - ouLVtN roUN DE516N - ENERGY GALOS _2215R SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (590) 921-7242 CELL EMAIL ADDRESS: MaXlGgdMama.00m \ \ EXTERIOR LIGHTS: SEE NOTE 50. SEENEXTE TOR RECEPTACLES: \ E29. RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -511 Project Title x,1.42 RS to nr.42dcr4 .. Date ROTTSCHALIC RESIDENCE 8/ 1 1 /2016 At least 50% of the total wattage of permaneMN installed luminaires in the kitchen must be in liminaires that are high efficacy luminaires es 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 dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Luminaire Type High Efficacy 'Watts x 'Ouarltitl = High Efficacy Watts or Other Watts 6'L F -D. GAN Yes X PJo 15 x O = O 4' L.ED. CAN Yes X No q x q = 81 2' L.ED.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 O = O UNDER CAB. PUCK Yes X No 2 x O = O LF -D. PENDANT Yes X No q x 3 = 27 TOE KICK Yes X No 0.5 x O = O Yes No x - PROVIDE A'MANUAL ON - AUTO OFF OCCUPANCY LIGHT SWITCH. Total: A: 108 B O WP COMPLIES IF AIB Yes X NO GIE�65M CONSTRUCTION GARETH MUNOZ PHONE: (530)591-0111 CELL EMAILADDRE55: GSML0YOUCY0hOOz0m IMM4 - ouLVtN roUN DE516N - ENERGY GALOS _2215R SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (590) 921-7242 CELL EMAIL ADDRESS: MaXlGgdMama.00m \ \ EXTERIOR LIGHTS: SEE NOTE 50. SEENEXTE TOR RECEPTACLES: \ E29. 5. D ELECT15ERVIGE: 200 AMP SERVICE GFGI 96' TO DOOR/W NDOW. We NOT BR OR CLOSET: NO VENT W/IN 10V. B'H. 40'H MIN. -75" MAX. 'GONFIRMLOCATIJN= C RISTMASLIGHTREGE S E NOTE 9 1. 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. DRAFTM6 IS, It..9(::. 0) 091 VALLIY ROAD CNN)C, C.. OKNIA 45 q 15 LYNNeMITH520ATT.NET GNGR&Y CALC9 BY: &OLDEN SUN `MAX AMIRCZ GSM CONSTRUCTION (550) 5q 1 -0 1 1 1 gg BATHROOM REGEPTAGLE 5: x,1.42 RS to nr.42dcr4 .. 91Y SCALE: 1/4"- 1 -O" SEE NOTE 20. T I -ED. BATHROOM LIGHTS: IHAtFFT-FAo BEDROOMS. 117'm SEE NOTE 21. qW N: ELEGTRIGAL_SHAD-�EJNSIALLED_PFR THE 20.1.3 G,E,G. BATHROOMEXHAV5T.FANS: _ LED. 9. 1.) REFER TO THE MANDATOR"eASURES FOR RESIDENTIAL LIGHTING SEE NOTE 29. FAN W/LIGHT: BATHROOMS: LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE TUB OR_SHOWER_fJXTVRE5: SEE NOTE 22, 1. AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2.) BRANCH CIRCUITS: PROVIDE ARC -FAULT GROUND -FAULT CIRCUIT- CEG ART. 210.1 1 (C) (3). �SEEINOTE J TOILETROOM: SEE NOTE 25. BRANCH CIRCUITS SUPPLYING OUTLETS. CEC ART. 210.12 (B). PROVIDE A'MANUAL ON - AUTO OFF OCCUPANCY LIGHT SWITCH. 3.) RECEPTACLE5:. BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP WP RECEPTACLES SHALL BE LISTED TAMPER-RE515TANT RECEPTACLES. SEE GEC FOR DAMP LOCATION" PER GEC, ART. 4 10.1 O (A) t (D). LAMPOIOLDER5: Cl 23.) BATHROOM MECHANICAL EXHAUST_ FANS: 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT HVAC GOND_VNIT: SEE NOTE 5. L TERMIHATE OUTSIDE THE BUILDING W/ A MINIMUM OF 50 CFM IF SEE ELECTRICAL INTERMITTENT - 20 CFM FOR CONTINUOUS VENTILATION. IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR NOTE 92 1 FAN W/LIGHT; VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT ENVIRONMENTAL SEE NOTE 7. SHALL NOT SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC SECTION 314.23.OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT QUALITY NOTE IT 5. D ELECT15ERVIGE: 200 AMP SERVICE GFGI 96' TO DOOR/W NDOW. We NOT BR OR CLOSET: NO VENT W/IN 10V. B'H. 40'H MIN. -75" MAX. 'GONFIRMLOCATIJN= C RISTMASLIGHTREGE S E NOTE 9 1. 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. DRAFTM6 IS, It..9(::. 0) 091 VALLIY ROAD CNN)C, C.. OKNIA 45 q 15 LYNNeMITH520ATT.NET GNGR&Y CALC9 BY: &OLDEN SUN `MAX AMIRCZ GSM CONSTRUCTION (550) 5q 1 -0 1 1 1 -, gg BEDROOM: x,1.42 RS to nr.42dcr4 .. 16.) SMOKE_PETECT095: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON SCALE: 1/4"- 1 -O" EACH FLOOR OF THE DWELLING. T SMOKE/CARBON MONOXIDEALARM5: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE / CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO O BEDROOMS. 117'm i I qW SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF ELEGTRIGAL_SHAD-�EJNSIALLED_PFR THE 20.1.3 G,E,G. THE ALARMS. g,) FOri BEST RESULTS, USE DUAL IONIZATION 1 PHOTOELECTRIC SENSOR _ LED. SMOKE ALARMS. 1.) REFER TO THE MANDATOR"eASURES FOR RESIDENTIAL LIGHTING 1q.) CLOSETE L16HT5: PER C.EG- FAN W/LIGHT: BATHROOMS: LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE 20.) BATHROOMRECEPTACLE OUTLET5: SHALL BE SUPPLIED BY AT LEAST ONE 20. 1. AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2.) BRANCH CIRCUITS: PROVIDE ARC -FAULT GROUND -FAULT CIRCUIT- CEG ART. 210.1 1 (C) (3). �SEEINOTE J 21) BATHROOM LIGHTS.- PROVIDE HIGH EFFICACY 1_1614TIN(S IN THE BATHROOM OR BRANCH CIRCUITS SUPPLYING OUTLETS. CEC ART. 210.12 (B). PROVIDE A'MANUAL ON - AUTO OFF OCCUPANCY LIGHT SWITCH. 3.) RECEPTACLE5:. BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 22.) LIGH _FlKTURE5 INM5 OR SHOWER ENCLOSURES: TO BE LABELED'SUITABLE RECEPTACLES SHALL BE LISTED TAMPER-RE515TANT RECEPTACLES. SEE GEC FOR DAMP LOCATION" PER GEC, ART. 4 10.1 O (A) t (D). LAMPOIOLDER5: Cl 23.) BATHROOM MECHANICAL EXHAUST_ FANS: 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT AJ FAH5 SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO SEE NOTE 5. L TERMIHATE OUTSIDE THE BUILDING W/ A MINIMUM OF 50 CFM IF MORE THAN (,-FEET FROM A RECEPTACLE ANY WALL SPACE 2 -FEET OR MORE INTERMITTENT - 20 CFM FOR CONTINUOUS VENTILATION. -, gg BEDROOM: x,1.42 RS to nr.42dcr4 .. 16.) SMOKE_PETECT095: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON SCALE: 1/4"- 1 -O" EACH FLOOR OF THE DWELLING. T SMOKE/CARBON MONOXIDEALARM5: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE / CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO O BEDROOMS. 117'm A) SMOKE / CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED M SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF ELEGTRIGAL_SHAD-�EJNSIALLED_PFR THE 20.1.3 G,E,G. THE ALARMS. g,) FOri BEST RESULTS, USE DUAL IONIZATION 1 PHOTOELECTRIC SENSOR ALL AREAS: SMOKE ALARMS. 1.) REFER TO THE MANDATOR"eASURES FOR RESIDENTIAL LIGHTING 1q.) CLOSETE L16HT5: PER C.EG- MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE BATHROOMS: LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE 20.) BATHROOMRECEPTACLE OUTLET5: 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 CIRCUITS: PROVIDE ARC -FAULT GROUND -FAULT CIRCUIT- CEG ART. 210.1 1 (C) (3). INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 21) BATHROOM LIGHTS.- PROVIDE HIGH EFFICACY 1_1614TIN(S IN THE BATHROOM OR BRANCH CIRCUITS SUPPLYING OUTLETS. CEC ART. 210.12 (B). PROVIDE A'MANUAL ON - AUTO OFF OCCUPANCY LIGHT SWITCH. 3.) RECEPTACLE5:. BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 22.) LIGH _FlKTURE5 INM5 OR SHOWER ENCLOSURES: TO BE LABELED'SUITABLE RECEPTACLES SHALL BE LISTED TAMPER-RE515TANT RECEPTACLES. SEE GEC FOR DAMP LOCATION" PER GEC, ART. 4 10.1 O (A) t (D). ART. 406.12. 23.) BATHROOM MECHANICAL EXHAUST_ FANS: 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT AJ FAH5 SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 TERMIHATE OUTSIDE THE BUILDING W/ A MINIMUM OF 50 CFM IF MORE THAN (,-FEET FROM A RECEPTACLE ANY WALL SPACE 2 -FEET OR MORE INTERMITTENT - 20 CFM FOR CONTINUOUS VENTILATION. IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR B.) UNL.E55 FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE OPENINGS SHALL HAVE A RECEPTACLE. CEG ART. 210.52 (A). 5.) LAMP HOLDERS: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES M ANY DIMENSION WHICH SHALL BE READILY ACCESSIBLE. C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS SHALL NOT SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC SECTION 314.23.OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. FOR CEILING (PADDLE) FANS PER CEG SECTION 914.27 (A) /(D). BATHROOM NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM 15 A 6.) 101HOLE-HOV5EFAN5: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER WHICH CLOSE WHEN THE FAN IS OFF. COMBINATIOR 7.) FLOURSCENT SWITCH INCANDESCENT W/ 24) WHOLEPOLDING VEHTJLATIOR ONE OF THE BATHROOM EXHAUST FANS, AS DIMMCEILINER SNITCH. MANTA C FROM ANY N SPRINKLER. DIMMER SWITAT5M_ THE QUALIFYING WHOLE -BUILDING, VENTILATION FAN, SHALL COMPLY WITH THE SHALL BE PROGRAMMABLE BACCOFOLLOWING: B.) THERMOSTATS:_ SHALL 0E PROGRAMMABLE TYPE WITH SETBACK CONTROLS. TH S 9J EXHAUST -FANS: PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS A) A MINIMUM CFM RATING OF 75 CFM. VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. B) BE RATED A MAXIMUM OF 1.0 SONE. 10. ) PROVIDE STUB FOR LANDSCAPE LIGHTING 4 IRRIGATION TIMER (CONFIRM) C.) THE CONTROL SWITCH MUST BE LABELED AS THE WHOLE -BUILDING 1 1.) S PROVIDE 200 AMP. VERIFY LOCATION OF MAIN t VENTILATION 1 FAN SHOULD OPERATE WHENEVER THE HOME IS OCCUPIED, SUBB PANEL PANEL. 25.) TOILET-IROOMSL INSTALL FLUORESCENT OR OTHER C.E.O. APPROVED LIGHTING KITCHEN, PANTRY d DINING AREAS: FIXTURES IN ROOMS WITH WATER CLOSETS. 12.) KITCHEN. LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS &A GARAGE: ARE BE HIEN EFFICACY DEFINED IN TABLE 150-G. GARAGE REGEP.TA_GLES ARE REQUIRED TO BE 6FGI PROTECTED. LIGHT 13J AN R PROVIDE COUNTERTOP RECEPTACLE AT THE SWITCH TO HAVE VACANCY SENSOR- LIGHTS TO BE H16H EFFICACY. D OF T�RPENTER. C: .6FGI END OF THE COUNTER. GEC, ART. AND ART. 210.8. 27J GARAGE FIREWALL: PROVIDE A 24' SEPARATION BETWEEN RECEPTACLE / 14.1 S: PROVIDE T O O E TWO OR MORE 20 -AMPERE SMALL SWITCH BOXES IN THE FIREWALL (BOXES IN SEPARATE STUD BAYS ARE APPLIANCE BRANCH CIRCUITS EVENLY APPLIANCE BRANCHIMINIS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, ACGEPTAISLE.) BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA SERVE ALL WALL AND 28.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE 51DES OF THE FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS H OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE PER GEC, ART. 210.52 (B). SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24. 15.) COUNTERTOP RECEPTACLES IN THE KITCHEN AND DINING ROOMS SHALL BE EXTERIOR: INSTALLED AT EACH WALL COUNTER SPACE THAT 15 12' OR WIDER RECEPTACLE 2 q) EXTERIORJRECEPTAICLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 PROTECTED. GEC ART. 210.8(3). MORE THAN 24' MEASURED HORIZONTALLY FROM h RECEPTACLE OUTLET SOJ OUTDOOR LI6HTJNG: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING 15 SPACE. CEG ART. 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP., ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR / 120 VOLT RECEPTACLES WILL BE 6FGI PROTECTED. ONE OF THE FOLLOWING: A) PHOTO CONTROL; OR BJ ASTRONOMICAL TIME LAUNDRY 6 UTILITY ROOMS: CLOCK; OR GJ ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) 16J LAUNDRYFLTLITY ROOM RECEPTACLE. OUTLETS: SHALL BE SUPPLIED BY AT 5 1.) GHRI5TMA5 LIGHTS RECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL NAVE NO OTHER 51NITCHED O FRONT DOOR - WP/6FGI PROTECTED. OUTLETS PER GEC ART. 210.1 1 (C) (2). 92.) H_VAC_CPND.DNIT: PROVIDE 220V ELECT. DISCONNECT N/ 50'X30' CLEAR 1 iJ DRYER -OUTLET- PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEO. WORK5PAGE / 1 1 OV WP (SFCI PROTECTED SERVICE RECEPTACLE WITHIN 25'. ATTIC. 9SJ PROVIDE LIGHTS, SWITCHES AND RECEPTACLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC rtnL ✓C=TUTU - W KUOI UKAL E 999 RIO LINDO AVENUE #200, CHICO, OA 95926 (550)582-4407 WORK FMAILADDRESS: RylandeSUMMItChlco.Com V)PVELOPMENT SERVICES RF,vIE �aED FOR 4,1 C��ViPLIA4UCE UAB E 1�1.. - BY (�-Y� OWNER: SAM I MEGHAN ROTTSCRALK (590) 521-1281 HIS CELL EMAIL ADDRESS: SRottsChalke6MalLoom THESE PLANS PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. z O0 F Q H ZWJW J % GENERAL STRUCTURAL NOTES ABBREVIATIONS 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" LLV SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: BUILDING INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER I Y2" LVL REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" BOTTOM IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" MECH OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE MFR CARRIAGE BOLTS DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THBN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) MISC. WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR CONSTRUCTION JOINT (N) MORE, (80) BAR DIAMETERS U.N.O. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS NSA COLUMN SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. OC CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL OD CONSTRUCTION MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND OPNG STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. COMPLETE PENETRATION BRACING, SCAFFOLDING, ETCETERA. CENTER D) IFA PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI (DESIGN BASED ON 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 MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'4" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 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 MATERIALTHAT 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 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 = 0.617, S1= 0.276 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.340, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 10.4 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 AB ADD'L ADJ ALT ARCH BLDG BLKG BM BOTT (B) BTF BTWN CB CCJ CIP CJ CLR CMU COL CONC CONN CONSTR CONT CONTR CP CTR CTSK DBL DF DF -L DIA DJ EA EF EL ELEV EN EQ ES (E) EXP EXT EW FF FIN FJ FUR FNDN FOHC FOS FS FTG GA GALV GLB HDG HDR HGR HORIZ ID INT JST JT PERMIT ANCHOR BOLT K ADDITIONAL L ADJACENT LLH ALTERNATE LLV ARCHITECTURAL LONG BUILDING LSL BLOCKING LVL BEAM MAX BOTTOM MB BEAT,TO FIT MECH BETWEEN MFR CARRIAGE BOLTS MIN CONTROL JOINT MISC. CAST -IN-PLACE CONCRETE MTL CONSTRUCTION JOINT (N) CLEAR NS CONCRETE MASONRY UNITS NSA COLUMN NTS CONCRETE OC CONNECTION OD CONSTRUCTION OH CONTINUOUS OPNG CONTRACTOR OVS COMPLETE PENETRATION PDF CENTER PERP COUNTERSINK PL DOUBLE PLWD DOUGLAS FIR PLCS DOUGLAS FIR - LARCH PP DIAMETER PT DOUBLE JOIST P/C EACH P/T EACH FACE REINF ELEVATION (DATUM) REQ'D ELEVATION (VIEW) OR ELEVATOR SC EDGE NAILING SEOR EQUAL EACH SIDE SHTG EXISTING SIM EXPANSION SOG EXTERIOR STD EACH WAY STIFF FINISH FLOOR STL FINISH SQ FLOOR JOIST SS FLOOR SWS FOUNDATION SYM FREE OF HEART CENTER T&B FACE OF STUD TO(P) FAR SIDE TOC FOOTING TOF GAUGE TOS GALVANIZED TOW GLUE -LAM BEAM TN HOT DIPPED GALVANIZED TYP HEADER LINO HANGER (SIMPSON) VERT HORIZONTAL WP INSIDE DIAMETER WWF INTERIOR W/ JOIST W/O JOINT J =WED FOR /�NAPLIANCE �L_3fy 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 FOR CODE- COMPLIANCE TP77 ANBD ASSOCV%TE.S QROvEsslozv K. -Z r "�No. 75688'T' JT CIVIL gTFOF-w_\F 10/06/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U z W LU z • J W W DC °C a = U D U —� z = T� JU Ur -i V) l0 0 V J W O z re 1 U DC REVISIONS: 1Q PC#1 10/06/16 DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-267 SHEET: SIN NOTE: PROVIDE 3" MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. COLUMN PER PLAN SLAB -ON -GRADE _ PER PLAN POST BASE PER PLAN, CENTERED ON FOOTING BELOW SLOPE FINISHED GRADE, /OR CONCRETE BY OTHERS, 1/ AWAY FROM FOUNDATION ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C.-, SILL PLATE 8 4 NOTCHING AND BORING PERMITTED IN THIS REGION Ls/3 LS 3 8" STRUCTURAL WALL STUD NON-STRUCTURAL WALL STUD STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/2- 7/8" 1 3/8" 1 3/8" 2 1/16- 6" a 5 1/2" 1 3/8" 2 3/16" 2 3/16" PER PLAN. SLOPE PER III z 3 (L NOTES: Of 1. STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 3" CLR WOL. CONCRETE 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% SLAB -ON -GRADE 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE PER PLAN DOUBLED AND NOT MORETHAN(2) SUCH SUCCESSIVE DOUBLED STUDS ARE PIPE AS OCCURS PER PLAN SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL REINF. PER PLAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. CONSENT FROM THE ENGINEER OF RECORD. TYPICAL POST FOUNDATION DETAIL 20 TYPICAL NON-BEARING WALL DETAIL 16 TYPICAL WALL FRAMING PENETRATIONS 12 _TYPICAL TOP PLATE NOTCH DETAIL 8 NO SCALE SDI NO SCALE SD1 NO SCALE SD1 NO SCALE SD1 CURB PER ARCH._ JOINT 1/8- MIN (2) #4 �6 MAX SLAB STEP � /WIDTH 1/4 MAX /CONTINUOUS SEE PLAN I fl I 1" DEEP MIN I./ 21/2" MAX. DEPTH FOR 2X4 PLATE QROFESS/0�v O 3 1/2" MAX. DEPTH FOR 2X6 PLATE �OQ� K. B FF�c 1�-5 1/2" MAX tl A N A N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,� TOP PLATE E (2) MIN PER NO I 'I /PER 7/SD1 , 1 1/2-WALL FRAMING MAX, TYP. I PER PLAN, TYP II IIII I'll SLAB EDGE THICKNESS1 1 1 IFT tr, -1 -� w (1) f4 CONT.' #3 AT 12" O.C. rMHIURAL o GRADE A 1'_p• N SEE 3" C 6" O.C., TYP NOTE 3 PROVIDE 3/4" CHAMFER DIMENSIONS PER WHERE WALL ABOVE 3" CLR ARCH DOES NOT OCCUR, TYP MECH. PAD #4 CONT DIMENSIONS ,--REINFORCE WITH #4 PER ARCH AT 6" O.C. E.W. OR CURB TYP 1'-0" FTG TYPE PER PLAN #4x4 -0" SEE AT V-6" O.C. NOTE 3 A A #3 AT 1111111 II_I1111111I- - IIIII1111 N 12" O.G. V -O. TYP. SLAB 2x4x2'-0 KEY B #3 AT 1'-6" O.C. AT 3'-0" O.C. CONSTRUCTION REINFORCING 11-0" JOINT PER PLAN NOTES: 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. 19 TYPICAL SPREAD FOOTING SCHEDULE ZS TYPICAL SLAB -ON -GRADE DETAILS NO SCALE SDI NO SCALE SDZ FOOTING SCHEDULE FASTENING 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" 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. 19 TYPICAL SPREAD FOOTING SCHEDULE ZS TYPICAL SLAB -ON -GRADE DETAILS NO SCALE SDI NO SCALE SDZ FASTENING SCHEDULE (TABLE 2304.9.1) �I FASTENING LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131') 1 2" ISOLATION JOINT / PROVIDE 6" MIN WIDTH STEM it TOE NAIL CONCRETE SLAB -ON -GRADE 3 - 3" 14 GA. STAPLES SINGLE POUR TWO POUR CONDITION CONDITION SLAB -ON -GRADE BEYOND PER 17/SD2 WITH #4 TOP (SEE SHEAR WALL SCHED) SILL 6" PER PLAN TOE NAIL EACH END 1 5/16" PER PLAN. SLOPE PER HOOKED AT EACH END AND #4 VERT k 1/2" UP AT GARAGE FACE NAIL 4. WIDER THAN 1" X 6• SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131') /CONCRETE ARCH WHERE REQ'D " 12 OC, (3) MIN PER WALL SEGMENT �, DOOR OPENING 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135') AT 16' O.C. EN PER SHEAR AS 0 3 -9" O.C. WHERE REQUIRED TYPICAL FACE NAIL I ELEV. PER ARCH 1/2" ISOLATION JOINT �' 1/2" ISOLATION BRACED WALL PANELS BRACED WALL PANEL II STUD DIRECTLY UNDER SPLICE, TTP. SOG/PAVEMENT AND SLOPE JOINT BEYOND j i ELEV. PER ARC 3"MASA/MASAP",ANC EDGES, TYP 3 - 3' X 0.131' NAILS o `o SUBGRADE BY OTHER 3 - 3' 14 GA STAPLES Q2X B. SND TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") o 1/2" DIA AS WITH FNDN PER PLAN 2 HOOK, TYP CONCRETE SLAB -ON -GRADE TOE NAIL - 3- 3" 14 GA. STAPLES AT 12. O.C. (12) MIN. BETWEEN SPLICES NATURAL • 1 o PER PLAN. SLOPE PER END NAIL GENERAL 3-3"X0.131"NAILS MUDSILL (12) MIN. BETWEEN SPLICES GRADE UNE - �L,T_ REVIEWED FORS+ R 9. DOUBLE STUDS 16d (3 1/2' X 0.135") AT 24' O.C. (5) 16d NAILS AT ARCH WHERE REQ'D FACE NAIL ' 3" 14 GA. STAPLE AT 8" O.C. TOP 10. DOUBLE TOP PLATES 12" MIN 1 1/2" 12d O 3 O.C. 1...__ (2) LAYERS OF - - 640 3' 14 GA STAPLE AT 12" O.C. CLR DOUBLE TOP PLATS , , BUILDING PAPER RBC AT 8" O.C. `SPREAD FOOTING PER LAP SPLICE 3" CLR 12 - 3. 14 GA. STAPLES _ _ (2) #4 TOP AND 3 - 8d COMMON (2 1/2' X 0.131') PLAN WHERE OCCURS III I I I 3-3"X0.131"NAILS BOTT, CONT THIS LINE 3 - 3" 14 GA. STAPLES 3.) 12. RIM JOIST TO TOP PLATE NOTE: SEE DETAIL 13/SD1 FOR ADDITIONAL INFORMATION. TYP GARAGE DOOR OPENING FNDN DTL 18 TYPICAL FOUNDATION DETAIL 14 NO SCALE SDI NO SCALE SD1 2 - 16d COMMON (3 1/2" X 0.162') WALL FRAMING FACE NAIL STUD DIRECTLY 3 - 3' 14 GA. STAPLES PER PLAN 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162') WALL FRAMING PER PLAN 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2' X 0.131') ANCHOR BOLTS. SHEAR PER PLAN TOE NAIL FIT DF SILL AND AS PER 3/SDi PT DF SILL AND 5.) 16. CONTINUOUS HEADER TO SND 4- 8d COMMON (2 1/2" X 0.131") WHERE OCCURS--� 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2' X 0.162') MIN, AS PER 3/SD1 TYPICAL FNDN ANCHOR BOLT DETAIL 3 TABLE 2308.10.4.1 -SHEAR PER PLAN 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3' 14 GA. STAPLES WHERE OCCURS 3 - 16d COMMON (3 1/2' X 0.162") MIN. 1/2" ISOLATION JOINT CONCRETE 4 - 3' X 0.131' NAILS FACE NAIL CONCRETE SLAB -ON -GRADE SLAB -ON -GRADE 19. RAFTER TO PLATE 3 - Sd COMMON (2 1/2' X 0.131') N EN 5 - 3" X 0.131' NAILS PER PLAN. SLOPE PER PER PLAN 5 - 3" 14 GA. STAPLES ROUGHEN SURFACE 2 - 8d COMMON (2 1/2" X 0.131') ARCH WHERE REQ'D 2 - 3" X 0.131" NAILS FACE NAIL 1/4" AMPLITUDE » 6" MIN II ELEV. PER ARCH 'II 1 1/2� FACE NAIL SLOPE GRADE 8 MIN II #4 SLAB TIES 16" O.C. CUR MIN, 8 MIN AWAY FROM FNDN I 20d COMMON (4" X 0.192') AT 32' O.C. FACE NAIL AT TOP AND AT 4'-0" OC ° 3" X 0.131" NAILS AT 24' O.C. BOTTOMSTAGGERED ON TYP SLOPE FINISHED FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131') DBL 2X TOP PLATE STI26 STRAP, U.N.O., 2X6 3 - 3" X 0.131" NAILS TOE NAIL HOLDOWN FASTENERS AT POST 3 - 3" 14 GA. STAPLES SINGLE POUR TWO POUR CONDITION CONDITION 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") (SEE SHEAR WALL SCHED) SILL 6" 2 - 3" X 0.131" NAILS TOE NAIL EACH END 1 5/16" 2 - 3. 14 GA. STAPLES SST824 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") BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135') AT 16' O.C. EN PER SHEAR AS 0 3 -9" O.C. 3' X 0.131' NAILS AT 8" O.C. TYPICAL FACE NAIL TYPICAL STUD WALL ELEVATION 3" 14 GA. STAPLES AT 12' O.C. 6 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' STUD DIRECTLY UNDER SPLICE, TTP. 7. TOP PLATE TO SND 2 - 16d COMMON (3 1/2' X 0.162') 3"MASA/MASAP",ANC EDGES, TYP 3 - 3' X 0.131' NAILS END NAIL � OR OP PER NOTE 4 3 - 3' 14 GA STAPLES Q2X B. SND TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") POST AS REQ'D PER HOLDOWN 1/2" DIA AS WITH FNDN PER PLAN 2 HOOK, TYP 4 - 3" X 0.131' NAILS AT 8' O.C. TOE NAIL - 3- 3" 14 GA. STAPLES AT 12. O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. 2 - 16d COMMON (3 1/2" X 0.162') END NAIL GENERAL 3-3"X0.131"NAILS MUDSILL (12) MIN. BETWEEN SPLICES 3 - 3" 14 GA STAPLES �L,T_ REVIEWED FORS+ R 9. DOUBLE STUDS 16d (3 1/2' X 0.135") AT 24' O.C. (5) 16d NAILS AT 3" X 0.131' NAIL AT 8. O.C. FACE NAIL ' 3" 14 GA. STAPLE AT 8" O.C. TOP 10. DOUBLE TOP PLATES 16d (3 1/2' X 0.135') AT 16. O.C. 12d O 3 O.C. 1� (� T P.$ ASSOCIATES - I uL 8Y 3" X 0.131" NAIL AT 72" O.C. TYPICAL FACE NAIL 640 3' 14 GA STAPLE AT 12" O.C. AS O V-9" O.C. DOUBLE TOP PLATS 8 - 16d COMMON (3 1/2" X 0.162") I HOLD(WN PER �I SCHEDULE RBC AT 8" O.C. 12 - 3" X 0.131" NAILS LAP SPLICE II I•I 12 - 3. 14 GA. STAPLES II 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2' X 0.131') III I I I 3-3"X0.131"NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 3.) 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 STUD DIRECTLY 3 - 3' 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162') 16' O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2' X 0.131') ANCHOR BOLTS. 5 - 3' X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 5.) 16. CONTINUOUS HEADER TO SND 4- 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2' X 0.162') MIN, TYPICAL FNDN ANCHOR BOLT DETAIL 3 TABLE 2308.10.4.1 SD1 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 - Sd 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 SND AND PLATE 2 - 8d COMMON (2 1/2" X 0.131') 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3' 14 GA. STAPLES 21. 1' X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1' X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162') 24" O.C. 3' X 0.131' NAILS 16" O.C. 3' 14 GA. STAPLES 16. O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192') AT 32' O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24' O.C. BOTTOMSTAGGERED ON 3' 14 GA. STAPLES AT 24' O.C. OPPOSITE ENDS 2 - 20d COMMON (4' X 0.192") FACE NAIL AT ENDS AND 3 - 3' X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA STAPLES 25. 2' PLANKS 16d COMMON (3 1/2" X 0.162') AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3' X 0.148') 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3' X 0.148') 4 - 3' X 0.131' NAILS TOE NAIL 4 - 3' 14 GA. STAPLES 2 - 16d COMMON (3 1/2' X 0.162') FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3' 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2' X 0.162') 3 - 3' X 0.131• NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2' X 0.162') FACE NAIL 3-3'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' SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 7/8' TO 1' 8d' 1 1/8' TO 1 1/4. 10d'OR 8d' TO FRAMING) 3/4" AND LESS 6d• 7/8" TO 1" 8d• 1 1/8' TO 1 1/4' 10& OR 8d• 32. PANEL SIDING (TO FRAMING) 1/2' AND LESS 6df 5/8' 8B 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" 4d1 3/8' 6d' r` WALL CONTINUES WHERE OCCURS PER PLAN I (5) 16d-•««++ + + + +i 4 + + + SHEAR PLY AND NAILING PER PLAN HOLDOWN AND POST PER SCHEDULE EN O CONTINUOUS WALL WHERE OCCURS I N ~I i C' r PARTIAL PLAN SHEAR PLY AND NAILING PER PLAN TYPICAL CORNER'HOLDOWN DETAIL 4 NO SCALE S D 1 ,T EXISTING FOUNDATIONS AND AT MISSED AS PROVIDE 1/2" IAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" IINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" IINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO e AHI[© '1110 © II II' 011111 11111 - Ilial J11 11i I Hill SILL PLATE n STUD WALL ELEVATION KEY ER PER PLAN • s • s s U • •• 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) I DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS PARTIAL PLAN AT TOP PLATE CORNER AND TEE UP TO 3'-0" 1) 2X6 (1 �IIr IIS DBL 2X TOP PLATE STI26 STRAP, U.N.O., 2X6 4'-0" MAX AT (3) STORY AND TALLER 12" MAX PER DETAIL BELOW CENTERED ON DISCONTINUITY HOLDOWN FASTENERS AT POST 6'-0" MAX AT 1 AND 2 STORY 5" MINS` PT DF -L SINGLE POUR TWO POUR CONDITION CONDITION HDU2 SSTB16 SSTB20 (SEE SHEAR WALL SCHED) SILL 6" HDU4 DBL 2X 1 5/16" SSTB20 SST824 10 SCREWS 6" CUP SPACING ® STUD PER PLAN DF#2 AT 16" O.C. U.N.O. PLATE NOTCHES. » 12d 0 7 O.C. 8d O 6 O.C. C' ® POST PER PLAN WHERE OCCURS EN PER SHEAR AS 0 3 -9" O.C. TYPICAL STUD WALL ELEVATION I I) 6 TYPICAL HOLDOWN SCHEDULEvin, 2X MUDSILL I I 11 " \ PLATE WASHER I 7 MIN fl Il STUD DIRECTLY UNDER SPLICE, TTP. 350 U 3"MASA/MASAP",ANC EDGES, TYP II I I COMPRESSION � OR OP PER NOTE 4 TYPICAL TOP PLATE DISCONTINUITY Q2X SD1 (5) 16d AT CORNER OR INTERSECTING WALL POST AS REQ'D PER HOLDOWN 1/2" DIA AS WITH FNDN PER PLAN 2 HOOK, TYP 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. - PER SHEAR (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: MUDSILL (12) MIN. BETWEEN SPLICES Sd O 3 O.C. �L,T_ REVIEWED FORS+ R 1.) SILL PLATE SHA4L BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. (5) 16d NAILS AT { IViPUANCE I I II II 1 TOP 2.) PROVIDE (2) BOTS MIN PER SILL PLATE. 12d O 3 O.C. 1� (� T P.$ ASSOCIATES - I uL 8Y 8d O 12 O.C. A35 AT V-0" O.C. 640 AS O V-9" O.C. I°I I I,I USE 3X STUD AT II ABUTTING PANEL EDGES WHERE REQ'D PER SHEAR I HOLD(WN PER �I SCHEDULE RBC AT 8" O.C. II I•I WALL SCHEDULE II II II III I I I I Ib II II 'I II I I°I 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE SILL PLATE AND AS SIZE/SPACING PER SCHED. USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLY DBL 2X UNDER SPLICE, TYP. ll TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. INTERSECTING WALL OR CORNER WHERE OCCURS --I TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS. PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TOP PLATE SPLICE DETAIL TYPICAL FNDN ANCHOR BOLT DETAIL 3 _TYPICAL NO SCALE SD1 NO SCALE SD1 TOP PLATE PER 7/SDi e AHI[© '1110 © II II' 011111 11111 - Ilial J11 11i I Hill SILL PLATE n STUD WALL ELEVATION KEY ER PER PLAN • s • s s U • •• 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) I � 'IffjtT UP TO 3'-0" 1) 2X6 (1 �IIr IIS UP TO 6'-0" 2 2X6 2 2X6 UP TO 16'-0" (2) 2X6 (3) e AHI[© '1110 © II II' 011111 11111 - Ilial J11 11i I Hill SILL PLATE n STUD WALL ELEVATION KEY ER PER PLAN • s • s s U • •• 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" 1) 2X6 (1 2X6 UP TO 6'-0" 2 2X6 2 2X6 UP TO 16'-0" (2) 2X6 (3) 2X6 GENERAL NOTES - STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) 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*) SIMPSON HOEDOWN MODEL NUMBER MINIMUM HOEDOWN POST SIZE DBL 2X ISTANCE FROM CENTER OF CONCRETE ANCHOR T FACE OF POST 1 5/16" CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SST824 10 SCREWS 6" GENERAL NOTES - STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM BLOUK AT Al SHEATHING SPLICES, AND AT 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*) 1 ) HOEDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS PROVIDE G PANELS A MFR, 1/8" BLOCK AT ALL 16" MAX S SPACING - RADE AWAY a. Common or box nails are permitted to be used except where otherwise stated. o b. Nabs spaced of 6 Inches on tenter at edges, 12 Inches at Intertnedlate supports except 6 Inches at supports where spare are FROM FOUNDATION 48 Inches or more. For ruling of wood structural panel and particleboard diaphragma and shear walla, refer to Section 2305. Nage o far wag sheathing aro permitted to be common, box or casing. VERTS PER 18/SD2; _ -- " MIN c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148') WHERE REQ'D I 12" MIN e. Deormedd. Common (shank (sex 023x 0.113% 8d/- 2 1/2"1x 0.0731 ; 10dx o3 6x)0.148') 12 MIN I #4 CONT TOP AND BOTT, U.N.O. B. f. Corrosion -resistant aiding (fid - 1 7/8" x 0.706'; 8d - 2 3/8' x 0.128') or casing (fid - 2' x .099'; Ball - 2 1/2' x 0.113') a . -.... .. • 8 1 .`__ '.. ._ _......• ... non ----..»_.._-- '� , - ast ers spaced 3 Inches center at exterior ridges and 6 Inches on center at Intermediate supports, when used as #4 CONT TOP AND BOTT s F • P an g pp L _ - structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at Intertnedlate supports for nonstructural applications. h. Corrosion -resistant roofing none with 7/16 Inch diameter head and 1 1/8 Inch length for 1/2 Inch sheathing and 1 3/4 inch 3" CLR, TYP I » ISPREAD FOOTING PER 3" CUR, TYP " SPREAD FOOTING PER length for 25/32 sheathing. �i -12 �- ` PLAN WHERE OCCURS 12 PLAN WHERE OCCURS 1. Corrosion -resistant staples with nominal 7/16 Inch crown and 1 1/8 Inch length for 1/2 Inch sheathing and 1 1/2 Inch length for 25/32 sheathing. Panel supports at 16 Inches (20 Inches If strength axis In the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.060") or finish (1 1/2" x 0.072) nage spaced 6 Inches on panel edges, 12 Inches at Intermediate supports. k. Panel supporta at 24 Inches. Casing or finish nags spaced 6 Inches on panel edges, 12 Inches at Intermediate supports I. For roof .sheathing applications, Bd rolls (2 1/2' x 0.113') are the minimum required for wood structural panels. STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM BLOUK AT Al SHEATHING SPLICES, AND AT 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 THICKNES$ SOLE PLATE 10'-0" MAX UNBRACED STUD LENGTH NOTE: SEE DETAIL 12/SD1 FOR TYPICAL 2,) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. ALLOW. WALL Q NAIL MULTIPLE TRIMMERS/KING STUDS WALL FRAMING PENETRATIONS AND NAIL SIZE A35 AND RBC LOAD $ REQ'D BY I TOGETHER WITH 16d AT 12" O.C. STAGGERED DETAIL 8/SD1 FOR TYPICAL TOP 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.1350) AT 6" O.C. STAGGERED. CUP SPACING ® STUD PER PLAN DF#2 AT 16" O.C. U.N.O. PLATE NOTCHES. » 12d 0 7 O.C. 8d O 6 O.C. 8d 0 12 O.C. ® POST PER PLAN WHERE OCCURS EN PER SHEAR AS 0 3 -9" O.C. TYPICAL STUD WALL ELEVATION I I) 6 TYPICAL HOLDOWN SCHEDULEvin, 2X MUDSILL 2 AS REQ'D fl Il 1 11 11 350 4s AS O V-9" O.C. EDGES, TYP II I I COMPRESSION RBC AT 1 -2 O.C. NO SCALE Q2X SD1 ,i) ,i -L HAI VLC' NO SGAL�E v �� FOR COL) C. , rJ` - - _ -p.,, POST AS REQ'D PER HOLDOWN SD1 A35 AT V-8" O.C. 380 - PER SHEAR SCHEDULE IF -_0. IdFfJTSERVICES RBC AT 1"-O" O.C. WALL SCHED. � MUDSILL CORNER WHERE OCCURS _ Sd O 3 O.C. �L,T_ REVIEWED FORS+ R TUD I•I I I•I I°I I I I I (5) 16d NAILS AT { IViPUANCE I I II II 1 TOP PLATE PER 7/SD1 LAPPED CORNERS, TYP 12d O 3 O.C. 1� (� T P.$ ASSOCIATES - I uL 8Y 8d O 12 O.C. PROVIDE G PANELS A MFR, 1/8" BLOCK AT ALL 16" MAX S SPACING - RADE AWAY a. Common or box nails are permitted to be used except where otherwise stated. o b. Nabs spaced of 6 Inches on tenter at edges, 12 Inches at Intertnedlate supports except 6 Inches at supports where spare are FROM FOUNDATION 48 Inches or more. For ruling of wood structural panel and particleboard diaphragma and shear walla, refer to Section 2305. Nage o far wag sheathing aro permitted to be common, box or casing. VERTS PER 18/SD2; _ -- " MIN c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148') WHERE REQ'D I 12" MIN e. Deormedd. Common (shank (sex 023x 0.113% 8d/- 2 1/2"1x 0.0731 ; 10dx o3 6x)0.148') 12 MIN I #4 CONT TOP AND BOTT, U.N.O. B. f. Corrosion -resistant aiding (fid - 1 7/8" x 0.706'; 8d - 2 3/8' x 0.128') or casing (fid - 2' x .099'; Ball - 2 1/2' x 0.113') a . -.... .. • 8 1 .`__ '.. ._ _......• ... non ----..»_.._-- '� , - ast ers spaced 3 Inches center at exterior ridges and 6 Inches on center at Intermediate supports, when used as #4 CONT TOP AND BOTT s F • P an g pp L _ - structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at Intertnedlate supports for nonstructural applications. h. Corrosion -resistant roofing none with 7/16 Inch diameter head and 1 1/8 Inch length for 1/2 Inch sheathing and 1 3/4 inch 3" CLR, TYP I » ISPREAD FOOTING PER 3" CUR, TYP " SPREAD FOOTING PER length for 25/32 sheathing. �i -12 �- ` PLAN WHERE OCCURS 12 PLAN WHERE OCCURS 1. Corrosion -resistant staples with nominal 7/16 Inch crown and 1 1/8 Inch length for 1/2 Inch sheathing and 1 1/2 Inch length for 25/32 sheathing. Panel supports at 16 Inches (20 Inches If strength axis In the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.060") or finish (1 1/2" x 0.072) nage spaced 6 Inches on panel edges, 12 Inches at Intermediate supports. k. Panel supporta at 24 Inches. Casing or finish nags spaced 6 Inches on panel edges, 12 Inches at Intermediate supports I. For roof .sheathing applications, Bd rolls (2 1/2' x 0.113') are the minimum required for wood structural panels. SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE " 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNES$ SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AP BETWEEN °I LI I FIELD NAIL PER NAIL SIZE A35 AND RBC LOAD $ REQ'D BY I I I I I I ISHEI WALL SCHED. I AND SPACING AND SPACING CUP SPACING MIN II I I I I IR I » 12d 0 7 O.C. 8d O 6 O.C. 8d 0 12 O.C. A35 AT 2'-8. O.C. » II II I EN PER SHEAR AS 0 3 -9" O.C. I I) WALL SCHED. 2X MUDSILL 12d O 5. O.C. AS REQ'D fl Il 1 11 11 350 4s AS O V-9" O.C. EDGES, TYP II I I COMPRESSION RBC AT 1 -2 O.C. Q2X MUDSILL u I I SHEAR PLY POST AS REQ'D PER HOLDOWN 8d 0 12 O.C. A35 AT V-8" O.C. 380 - PER SHEAR SCHEDULE RBC AT 1"-O" O.C. WALL SCHED. � MUDSILL 12d O 4 O.C. Sd O 3 O.C. 8d O 12" O.C. TUD I•I I I•I I°I I I I I AS O V-0" O.C. I I II II 1 Q3X MUDSILL 12d O 3 O.C. I I 8d O 12 O.C. A35 AT V-0" O.C. 640 AS O V-9" O.C. I°I I I,I USE 3X STUD AT II ABUTTING PANEL EDGES WHERE REQ'D PER SHEAR I HOLD(WN PER �I SCHEDULE RBC AT 8" O.C. II I•I WALL SCHEDULE II II II III I I I I Ib II II 'I II I I°I SILL PLATE AND AS SIZE/SPACING PER SCHED. SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE " 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNES$ 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 CUP SPACING (PLF) Q2X MUDSILL » 12d 0 7 O.C. 8d O 6 O.C. 8d 0 12 O.C. A35 AT 2'-8. O.C. » 260 6 AS 0 3 -9" O.C. RBC AT 1 -8 O.C. 2X MUDSILL 12d O 5. O.C. 8d O 4" O.C. 8d O 12" O.C. A35 AT V -8w O.C. 350 4s AS O V-9" O.C. RBC AT 1 -2 O.C. Q2X MUDSILL 12d O 5 O.C. Sd O 4 O.C. 8d 0 12 O.C. A35 AT V-8" O.C. 380 4 AS 1'-3" O.C. RBC AT 1"-O" O.C. Q2X MUDSILL 12d O 4 O.C. Sd O 3 O.C. 8d O 12" O.C. A35 AT V-5" O.C. 490 AS O V-0" O.C. RBC AT 10. O.C. Q3X MUDSILL 12d O 3 O.C. 8d O 2 O.C. 8d O 12 O.C. A35 AT V-0" O.C. 640 AS O V-9" O.C. RBC AT 8" O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DFL MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANEL$ AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOEDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. m. Staples shall have a minimum crown width of 7/76 Inch. 12 4.) AT SHEAR WALL TYPES "4", 3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND '.. n. For roof sheathing applications, fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports. FOUNDATION PER PLAN MAX STAGGER NAILING. o. Fasteners spaced 4 Inches an center at edges, 8 Inches at Intermediate supporta far subfioor and wall sheathing and 3 Inches 5.) ALLOWABLE LOADS MAY BE MUL71PUED BY 1.4 WHERE WIND LOADS GOVERN. on Fester at edges, 6 orches atcenter suppedges, 8s c roof sheathing. NOTE: STUD SPACING = 16" O.C. U.N.O. CORNER WHERE OCCURS p. Fasteners spaced 4 Inches t Intermediate center at edges, 8 Inches at Intermediate supporta. , TYP EXTERIOR GARAGE WALL FNDN DETAIL 17 TYPICAL SLAB FOUNDATION DETAIL 13 TYPICAL FASTENING SCHEDULE 9 _TYPICAL SHEAR WALL ELEVATION s TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI NO SCALE SD1 NO SCALE SD1 NO SCALE SD1 NO SCALE SDI 'No. 75688T * 6/ 0/18 ST CIV1\ �TFOF CALF 0� 10/06/16 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 z W LLQ z � a W �Q T U U J z= TQ �U ,U V 1 FIMIR O rVo U11") J Q W r J 1 ^U) /wrT' �rrrr� L J a U 1 REVISIONS: 1 PC#1 10/06/16 DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-267 SHEET: SDI � uliil�� � I it i i Ill � �i i � �� II �'��� ►►, II r MSTC40 STRAP AT PARALLEL TOP PLATE, UNO 1/2 TOP PLATE 1/2 STRAP STRAP PER 7/SD1 MSTA30 STRAP AT SPLICES, U.N.O. LENGTH LENGTH NOTCH BEAM AT - PERPENDICULAR BEAM PER PLAN BEAM SPLICE AS OCCURS PLATES, WHERE OCCURS (2) 16d ° do NAILS, ° TYP WALL FRAMING SIMPSON COLUMN BEAM PER PLAN PER PLAN CAP PER PLAN LSTA18 E.S., UNO. POST PER PLAN TRIMMER/S POST PER PLAN _ TYPICAL TOP PLATE. BEAM STRAP DETAIL 8 TYPICAL BEAM DETAIL 4 NO SCALE SD2 NO SCALE SD2 PROVIDE GAP BETWEEN ROOF PLY AND PANELS AS REQ'D. BY E.N NAILING PER PLAN /E.N., TYP MFR., 1/8" MIN. ROOF PLY AND - NAILING PER PLAN TRUSS BY1 / 2X4 OVERFRAMING OTHERS, TYP AT ",. 24 O.C. DRAG TRUSSPLY 3 16d ; TOENAILS, BY OTHERS ADD 2X4 FLAT TO ANDFNAILING BRACES LONGER TYP -i PER PLAN THAN 6'-0" WITH I t 16d NAILS 16d AT 12" O.C. E.N. PLY AT/ AT 12" CLIP AND SPACING 2X6 BRACE AT SLEEPER, j O.C., TYP PER PLAN/SHEAR 4'-0" O.C. WITH TYP - WALL SCHEDULE, (5) 16d NAILS . , ,' OTHERWISE 4'-0" O.C. EACH END }< -;�— 2X SLEEPER WITH (3) 16d RAFTER OR E.N. 2X BLOCKING AT 4'-0" O.C., NAILS AT EA TRUSS PER \(3) T&B, (3) 12d T.N. EA. END I RAFTER OR TRUSS I , PLAN, TYP TOP PLATE PER 7/SD1 16d T.N. EA BLOCK I SHEAR PER PLAN, 2X4 VERT. AT 24" WHERE OCCURS WALL FRAMING PER PLAN O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL DRAG TRUSS DETAIL TYPICAL OVERFRAMING DETAIL �1 NO SCALE '-0" MAX FASCIA BY E.N. OTHERS AT 3" WIDE STRAP AND SINGLE -PLY DRAG TRUSS, OR AT OFFSET DRAG NOTE SD2 NO SCALE ROOF PLY AND NAILING PER PLAN N• -0" 3) 16d TOENAILS N• . . 2X4 FLAT OUTLOOKER AT 24" 0 C NOTCH TRUSS ADD 2X4 CONTRACTOR SHALL VERIFY NOTCH PLY AND TOP ROOF PLY AND DF#2 X 10' LENGTH, DRAG TRUSS DEPTH AND LOCATION WITH TRUSS CHORD TO 1 NAILING PER PLAN PER PLAN MFR. PRIOR TO CUTTING. SEAT OUTLOOKER RBC CLIP PER SHEAR OR 2X4 DF#2 PERP. TRUSS 1 BLOCKS FOR 10' BY OTHERS, TYP WALL SCHEDULE, LENGTH TO BOTTOM OTHERWISE 4'-0" O.C., TYP. CHORD OF DRAG EAVE CONN. PER GABLE END ADD 2X4 FLAT TO TRUSS BY OTHERS TRUSS WITH (2) 16d " 2/SD2, TYP SHEAR ENTIRE GABLE BRACES LONGER E.N\ AT 12 O.C., (4) PER R E TYPE A MIN. THAN 6'-0" WITH SOLID BLOCKING \ MIN PER BLOCK 16d AT 12" O.C. 2X6 BRACE AT A35 CLIPPER SHEAR WALL 4'-0" O.C. WITH SCHEDULE, OTHERWISE 5 16d NAILS H2.5T EA. TRUSS— STRAP PER 4'-0" O.C., TYP. O FASCIA BY OTHERS E.N ; PLAN EACH END "ir'TOP PLATE `-. TOP PLATE PER 7/SD1 PER 7/SD1 I PROVIDE GAP BETWEEN PANELS L_ SHEAR PER PLAN AS REQ'). BY MFR., 1/8" MIN: - 2X BLOCKING AT 4'-0" O.C., BEAM PER PLAN WHERE OCCURS E.N., TYP z T&B, (3) 12d T.N. EA. END 1/2 STRAP LENGTH WALL FRAMING / ` \(3) 16d T.N. EA BLOCK ALL FRAMING PER PLAN U.N.O. POST PER PLAN PER PLAN, TYP TOP PLATE PER 7/SD1 WHERE OCCURS i - BEAM PER PLAN SHEAR PER PLAN WHERE OCCURS SD2 ROOF TRUSSES BY OTHERS WHERE OCCURS WALL FRAMING PER PLAN TYPICAL DRAG TRUSS DETAIL 10 TYPICAL GABLE END TRUSS DETAIL 6 TYPICAL EAVE DETAIL F2 NO SCALE SD2 ROOF PLY AND NAILING PER PLAN, TYP\ E N TYP 16d TOENAILS FASCIA BY NO SCALE SD2 NO SCALE SD2 BOTTOM CHORD OF TRUSS C OTHERS SIMPSON STC CUP 6 ECpIINT~ oEVELOPtitENTSEB — AT EACH TRUSS REVIEWED FOR CODE CgMPLIA-yN+pCE DATE `� /2��! 1 BYE_.-=— 1/2" GAP �In�no� II E.N:� .1 T 'llJl NON-BEARING WALL WALL FRAMING PER PLAN 2X4 FLAT SHEAR ENTIRE GABLE OUTLOOKER AT END PER SWS MARK "6" - 24" O.C., NOTCH FOR CODE COMPLIANCE PLY AND TOP WALL PERPENDICULAR TO TRUSS P.T. DF SILL AND , E.N. CHORD TO SEAT E.N. PLY OUTLOOKER A.B. PER 3/SD1 [� 19 2016, AT BLOCKS SIMPSON DTC 2X BLOCK AT 4'-0" 2X BLOCK BRACE PER CUP AT TI L* AND AS'13OCIATEr O.C. WITH (4) 8d 6/SD2, SIM EACH TRUSS-7SLAB PER PLAN TOENAILS EACH END 16d AT 8" GABLE END DRAG O.C. TO BLOCK TRUSS BY OTHERS 2) #4 TOP CONT. 2X LEDGER (OR TOP 1/2" GAP TRUSS BY c!I AND BOTT., ..�.o CHORD OF TRUSS WHERE OCCURS) WITH (3) 16d AT 16" O.C. OTHERS, TYP i U.N.O. " I III a e 4 — 1..- •.------ v....®moo -�e� 2X4 BLOCK AT 4 0 O.C. NON-BEARING WALL WITH (2) 16d EACH END i NOTES: _... ... ... - - �SPREAD FOOTING PER 1. CONTRACTOR SHALL VERIFY NOTCH DEPTH AND LOCATION WITH 1'-0" PLAN WHERE OCCURS TRUSS MFR. PRIOR To CUTTING.WALL PARALLEL TO TRUSS 2. WATERPROOFING, FLASHING, AND VENTING PER ARCH. NOTE: 3. PREDRILL NAIL HOLES UP TO 60% SHANK DIAMETER AS REQ'D ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO TO PREVENT SPLITTING. ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE TRUSSES AND THE NON-BEARING WALLS. TYPICAL GABLE END LEDGER DETAIL 9 TYPICAL NON-BEARING WALL AT ROOF 5 TYPICAL INTERIOR FOUNDATION DETAIL 1 NO SCALE Vin% NO SCALE Sni NO SCALE SD2 QRpfESSl0,y9 K. Li ",-'-No. 75688r`' * 6/ o/i8 �TgTFOF CAI\Fp��\P 10/06/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS I 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U z L W Lf) z L / Q W LLJ �a =U iv ? U Z = Q jU iiiiiiiiir > U di ! Vl1 1` 1 O re Q0") J 1 W ry 1 U U 1 REVISIONS: Q1 PC#1 10/06/16 DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-267 SHEET: SD2